26-08_Advertised_Drawings.pdf

A

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

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REV.

SUB. APP.

DATE

DESCRIPTION

APPROVED: DATE:

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

DIVISION OF ENGINEERING

CALIFORNIA NATURAL RESOURCES AGENCY

SAFELYACT

SAFETYTHINK

D E

P A

R T

M

E N T

OF WATER

R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N I A

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

WATER RESOURCES

DEPARTMENT OF

N

BUILDING ANALYSIS

1 2 3 4 5 8 10

NO

N/A

6 7 9

N/A YES

CSFM ITEM #

NO NO

LOS ANGELES B

BUILDING

NONO

NO

N/AN/A YES NO NO NONO

CASTAIC OPERATIONS & MAINTENANCE CENTER

N/A

N/A

N/A

N/A

N/A

N/A

PLANS FOR EXTENT OF WORK.

STATE FIRE MARSHAL, SEE ROOF

REVIEW BY THE OFFICE OF THE

BUILDING AREAS ARE FOR PLAN

PLANT MAINTENANCE BUILDING

OROVILLE FIELD DIVISION

FRESNO

AQUEDUCT

BERNARDINO

SAN

FRANCISCO

SAN

SACRAMENTO

LOS ANGELES

LOCATION MAP

SAN DIEGO

C A L

IF

O R

N

IA

OROVILLE FIELD DIVISION

DIVISION

SOUTHERN FIELD

SAN JOAQUIN FIELD DIVISION

SAN LUIS FIELD DIVISION

COASTAL BRANCH

S-2

1ADMINISTRATION AND CONTROL BUILDINGS

AREA MAP

31849 LAKE HUGHES ROAD, CASTAIC, CA 91384

SCOPE OF WORK

GENERAL

G-101

G-102 & SYMBOLS ABBREVIATIONS

A-101

A-201

ARCHITECTURAL

A-301

A-302

ROOF DETAILS - 1

ROOF DETAILS - 2

FIRE ACCESS PLAN

DRAWING TITLE NO.

SHEET

NO.

DRAWING

LIST OF DRAWINGS

A-202 ROOF PLAN - PLANT MAINTENANCE BUILDING

ROOF PLAN - ADMINISTRATION AND CONTROL BUILDINGS

DELTA FIELD DIVISION

III-B

III-B

SPECIFICATION NO. 26-08

26-08

INFORMATION.

SUMMARY OF WORK FOR DETAILED

REFER TO SPECIFICATION SECTION # 01 11 00 -

AND DISPOSAL OF ALL ROOF HVAC EQUIPMENT.

RELATED WORK BY OTHERS INCLUDES REMOVAL

AND DOWNSPOUTS AS INDICATED ON PLANS.

ADMINISTRATION ENTRY, AND NEW GUTTERS

GUARDRAILS, FLUID-APPLIED ROOFING AT

LADDERS, INSTALLING TWO NEW LADDERS WITH

REPLACING ROOF HATCHES AT EXISTING

REPLACING SOME EXTERIOR WALL PANELS,

OTHER WORK INCLUDES REPLACING SKYLIGHTS,

COVERBOARD OVER TAPERED RIGID INSULATION.

NEW SBS BITUMEN MODIFIED ROOFING OVER

DOWN TO ROOF DECK, AND INSTALLATION OF

REMOVAL OF EXISTING ROOFING ASSEMBLY

ROOFING REPLACEMENT WORK INCLUDES

COVER SHEET AND LIST OF DRAWINGS

MANAGER, DIVISION OF ENGINEERING

OSFM NO. 26-S-1111-C (CIVIL MAINTENANCE BUILDING)

OSFM NO. 26-S-1112-C (WAREHOUSE BUILDING)

CASTAIC O&M CENTER

STATE WATER FACILITIES

CALIFORNIA AQUEDUCT - SOUTHERN FIELD DIVISION

AREA MAP

N

0 1 20.5

SCALE OF MILES

PROJECT LOCATION

CASTAIC

138 NEENACH

PYRAMID LAKE

CASTAIC LAKE

CASTAIC LAGOON

ROAD

LAKE HUGHES

FOREBAY

ELDERBERRY

NO 1975N/AN/A YES NO NO

NONO

NO

N/AN/A YES NO NO NONO

N/A

N/A

N/A

N/A

N/A

N/AWAREHOUSE BUILDING S-2

1CIVIL MAINTENANCE BUILDING III-B

III-B

LOS ANGELES

LOS ANGELES

LOS ANGELES

OSFM NO. 26-S-1109-C (PLANT MAINTENANCE BUILDING)

OSFM NO. 26-S-1110-C (ADMINISTRATION AND CONTROL BUILDINGS)

A R

E A

I N

C R

E A

S E

H E

IG

H

T I

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A S

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(Y O

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F

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P R

IN

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H E

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P R

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S O

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O

H

IG

H R

IS

COUNTY

S-2

11 12 13 14 15 18 2016 17 19

NO

NO

NO

NO

APPLICABLE CODES

A-401

A-402

TYPICAL DETAILS - 1

TYPICAL DETAILS - 2

A-203006

007 A-204 ROOF PLAN - WAREHOUSE BUILDING

ROOF PLAN - CIVIL MAINTENANCE BUILDING

B

DRAWING TITLE NO.

SHEET

NO.

DRAWING

ROOF REPLACEMENT - 2026

SYSTEMS W/ CA AMENDMENTS 2018 EDITION

NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING

AMENDMENTS 2022 EDITION

NFPA 72 NATIONAL FIRE ALARM CODE W/ CA

AMENDMENTS 2019 EDITION

NFPA 24 PRIVATE FIRE MAINS W/ CA

NFPA 20 STATIONARY PUMPS 2019 EDITION

NFPA 17a WET CHEMICAL SYSTEM 2021 EDITION

AMENDMENTS 2019 EDITION

NFPA 14 STANDPIPE SYSTEMS W/ CA

CA AMENDMENTS 2022 EDITION

NFPA 13 AUTOMATIC SPRINKLERS SYSTEM W/

MARSHAL REGULATIONS

TITLE 19 CCR PUBLIC SAFETY, STATE FIRE

PART 12, TITLE 24 CCR

2025 CALIFORNIA REFERENCED STANDARDS

PART 11, TITLE 24 CCR

2025 CALIFORNIA GREEN BUILDING (CALGREEN),

CODE AND 2022 CALIFORNIA AMENDMENTS)

TITLE 24 CCR (2021 INTERNATIONAL FIRE

2025 CALIFORNIA FIRE CODE (CFC), PART 9,

PART 6, TITLE 24 CCR

2025 CALIFORNIA ENERGY CODE (CEC)

AMENDMENTS)

PLUMBING CODE AND 2022 CALIFORNIA

PART 5, TITLE 24 CCR (2021 UNIFORM

2025 CALIFORNIA PLUMBING CODE (CPC),

AMENDMENTS)

MECHANICAL CODE AND 2022 CALIFORNIA

PART 4, TITLE 24 CCR (2021 UNIFORM

2025 CALIFORNIA MECHANICAL CODE (CMC),

AMENDMENTS)

ELECTRICAL CODE AND 2022 CALIFORNIA

PART 3, TITLE 24 CCR (2017 NATIONAL

2025 CALIFORNIA ELECTRICAL CODE (CEC),

CODE AND 2022 CALIFORNIA AMENDMENTS)

TITLE 24 CCR (2021 INTERNATIONAL BUILDING

2025 CALIFORNIA BUILDING CODE (CBC), PART 2,

CODE, PART 1, TITLE 24 CCR

2025 BUILDING STANDARDS ADMINISTRATIVE

E

TI

HCRA DES

N

E

CI

L

T C

E

TI

HCRA DES

N

E

CI

L

AI

N R

OFILAC F

O

E T

A

T S

15'-11"

16'-2"

18'-11"

17'-6" 5400 13500

13500

15200

17500 17821

15202

A-303

A-304

ROOF DETAILS - 3

ROOF DETAILS - 4

Ryan Beihl

G-101001

OSFM # 26-S-1111-C

LIC. No. C-32240

REN. 6-30-27

N E

S

NETROM NL

O

C

NI

L

OSFM # 26-S-1109-C OSFM # 26-S-1110-C

OSFM # 26-S-1112-C

6/29/2026

APPROVED FIRE AND PANIC ONLY

OFFICE OF THE STATE FIRE MARSHAL

Reviewed by:

shall be available on the project site at all times.

to field inspection. One set of approved plans applicable regulations. Final approval is subject approve any omission or deviation from

Approval of this plan does not authorize or

Code Official

Docusign Envelope ID: 254BA49D-8C37-865A-8180-AC4B4D9BB105

7/24/2026

DETAIL REFERENCE

DRAWING NO.

DOOR DESIGNATION

GRID BUBBLES & LINES

DRAWING NO.

REFERENCE

INTERIOR ELEVATION

MATCHLINE

ROOM/SPACE NUMBER

ROOM NAME

REVISION SYMBOL

MATCH LINE

SEE DRAWING NO.

STORAGE

X

A-XXX

10.5

A.4

A-XXX

X

POINT, OR DATUM POINT

WORK POINT, CONTROL

DETAIL REFERENCE16

DETAIL ON SAME DRAWING

LX

X

X

DESIGNATION

LOUVER

EX

DESIGNATION

EXHAUST FAN

KEYNOTE

ARCHITECTURAL SYMBOLS

LC

LP

GENERAL SYMBOLS

A

C-100

DRAWING IN WHICH SECTION APPEARS*

DRAWING IN WHICH DETAIL APPEARS*

ON THE DRAWING

LOCATION WHERE A DETAIL APPEARS

APPEARS ON A DRAWING

SECTION OR DETAIL

LOCATION WHERE A

A

ON THE DRAWING

LOCATION WHERE A DETAIL APPEARS

DETAIL APPEARS IN THE SAME DRAWING*

DASHED CIRCLE DASHED CIRCLE

A

SECTION OR DETAIL TITLE

C-100SCALE: 1" = XX'-0"

SECTION APPEARS IN THE SAME DRAWING*

THE DRAWING REFERENCE IS REPLACED WITH A DASH (-) OR LEFT BLANK.

*IF SECTION OR DETAIL APPEARS ON THE SAME DRAWING AS THE CALLOUT,

SCALE

CROSS REFERENCING OF SECTIONS AND DETAILS

SCALE: 1" = XX'-0"

N

NORTH ARROW# #

SCALE

PLAN TITLE

IS CROSS REFERENCED*

SECTION OR DETAIL

DRAWING IN WHICH

A

C-100

DETAIL IDENTIFIER DETAIL IDENTIFIER

ABBREVIATIONS

FOOTINGFTG.

GRADEG

EASTINGE

POINT OF INTERSECTIONPI

TOTALTOT.

TYPICALTYP.

WITHOUTW/O

REINFORCEMENTREINF

REFERENCEREF.

MAXIMUMMAX.

STATIONSTA.

LINEAR FEETLF

DRAWINGDWG.

CLEAR/CLEARANCECLR.

ELEVATIONELEV.

EQUALEQ.

GEOGRAPHIC INFORMATION SYSTEMGIS

LONGITUDELONG.

MINIMUMMIN.

NORTH AMERICAN VERTICAL DATUMNAVD

RIGHTRT.

SPECIFICATIONSPEC.

TEMPORARYTEMP.

SECURITY OPERATION CENTERSOC

PUMPING PLANTPP

SOUTHERN FIELD DIVISIONSFD

HIGHWAYHWY

EACH FACEE.F.

ON CENTERO.C.

ORIGINAL GROUNDO.G.

MISCELLANEOUSMISC.

COMMUNICATIONCOMM

CORRUGATED METAL PIPECMP

SQUARE FEETSF

TOP OF CONCRETETOC

NEW(N)

SLOPES=

STYRENE BUTADIENE STYRENESBS

CALIFORNIA STATE FIRE MARSHALCSFM

EQUIPMENTEQUIP

AGGREGATEAGG.

EXPANSION JOINTEJ

AIR CONDITIONA/C

@ AT

CENTERLINE

° DEGREES

Ø DIAMETER, ROUND

' MINUTES OR FEET

# NUMBER OR POUND

D PENNYWEIGHT

% PERCENT

PLATE

" SECONDS OR INCHES

SQUARE

SURVEY CONTROL MONUMENT

OR DEFLECTION

CONCRETECONC.

CONTINUOUSCONT.

CENTERCTR.

CONDENSATE DRAINCD

CENTER TO CENTERC.C.

CALIFORNIACA

BUILDINGBLDG.

ABOVE FINISH FLOORAFF

ASPHALT CONCRETEAC

AGGREGATE BASEAB

DEMOLITIONDEMO

DETAILDET.

DELTA FIELD DIVISIONDFD

DIAMETERDIA.

RESOURCES

DEPARTMENT OF WATER DWR

DOWN SPOUTDS

EXISTING(E)

EACHEA.

ELECTRICALELEC.

EACH WAYE.W.

FIELD DIVISIONFD

FINISHED GRADEF.G.

FEETFT.

HORIZONTALHOR.

HEIGHTH RADIUSR

ROOF DRAINRD

IDENTIFICATIONI.D.

RIGHT OF WAYROWINCHIN.

LENGTHL

LATITUDELAT.

POUNDSLBS.

LEFTLT.

MECHANICALMECH

NORTHINGN

NORTH AMERICAN DATUMNAD

NOT TO SCALENTS

NUMBERNO.

OVERO/

OPERATIONS & MAINTENANCEO&M

PLUMBINGPLBG

POINT OF BEGINNINGPOB

POINT OF ENDPOE

PROPERTYPROP.

PRESSURE TREATEDPT

SCHEDULESCH.

SQUARESQ

STREETST.

STANDARDSTD.

STRUCTURALSTRUC

TOP AND BOTTOMT&B

UNREINFORCEDUNREINF.

UNLESS NOTED OTHERWISEUNO

VARIESVAR.

VERTICALVERT.

WITHW/

LONG LEGS BACK-TO-BACKLLBB

E

D

C

B

A

PrintPDF24x36.pltcfg

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-JUL-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

E

TI

HCRA DESN

E

CI

L

T C

E

TI

HCRA DESN

E

CI

L

AI

N R

OFILAC F

O

E T

A

DEPARTMENT OF WATER RESOURCES

SPEC. NO. SHEET NO. DRAWING NO.

MANAGER, ARCHITECTURE SECTION

MANAGER, STRUCTURAL ENGINEERING BRANCH

26-08

SIMILARSIM / SIML

PAVEMENTPVMT.

POLYVINYL CHLORIDEPVC

VERIFY IN FIELDV.I.F.

"/FT4

ROOF SLOPE AND DIRECTION

A

TOP OF T.O.

LONG LEG VERTICALLLV

BLOCKINGBLK

SELF DRILLING SCREWSDS

FLAT BARFB

POLYMETHYL METHACRYLATEPMMA

N E

S

NETROM NL

O

C

NI

G-102 002

SOUTHERN FIELD DIVISION

GENERAL

ROOF REPLACEMENT

ABBREVIATIONS & SYMBOLS

CASTAIC O&M CENTER

T. CHEN

L. MORTENSEN

S. ELSER

OSFM # 26-S-1109-C OSFM # 26-S-1110-C

OSFM # 26-S-1112-C

6/29/2026

APPROVED FIRE AND PANIC ONLY

OFFICE OF THE STATE FIRE MARSHAL

Reviewed by:

shall be available on the project site at all times.

to field inspection. One set of approved plans applicable regulations. Final approval is subject approve any omission or deviation from

Approval of this plan does not authorize or

Code Official

Docusign Envelope ID: 57BF2DB8-9A32-8075-81F6-03C723108664

7/10/2026

7/13/2026

D

C

B

A

PrintPDF24x36.pltcfg

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-JUL-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, STRUCTURAL ENGINEERING BRANCH

N

0 25 50

FIRE ACCESS PLAN

SCALE 1" = 50'

LEGEND

PROJECT BUILDING(S)

STAGING AREA

NOTES

TRUCK ACCESS ROUTE.

5. DO NOT STAGE MATERIALS WITHIN FIRE

TRUCK ACCESS ROUTE

MINIMUM 20' WIDE FIRE

FIRE HYDRANT

PAVEMENT.

OBSTRUCTIONS WITHIN 14' OF THE SURFACE

RADIUS LESS THAN 28' AND NO OVERHEAD

BE A MINIMUM WIDTH OF 20' WITH NO INSIDE

ACCESS ROUTE AT ALL TIMES. DRIVE SHALL

4. MAINTAIN AN UNOBSTRUCTED FIRE TRUCK

BUILDING - SEE A-201

(E) CONTROL

CONTRUCTION ACCESS AND EXIT

(E) ACCESS GATE WILL ACCOMODATE

(E) PARKING

BUILDING - SEE A-204

(E) WAREHOUSE

BUILDING - SEE A-202

(E) PLANT MAINTENANCE

BUILDING - SEE A-203

(E) CIVIL MAINTENANCE

(E

P A

R K

IN

G

(E) FIRE ACCESS ROAD

BUILDING

(E) MOBILE EQUIPMENT

(E

P A

R K

IN

G

(E

P A

R K

IN

G

(E

P A

R K

IN

G

(E) FIRE ACCESS ROAD

L A

K E

H U

G H

E S

R O

A D

RIDGE ROUTE ROAD

(E) EXIT GATE

(E) SLIDING ENTRY GATE

MANAGER, ARCHITECTURE SECTION

E

TI

HCRA DESN

E

CI

L

T C

E

TI

HCRA DESN

E

CI

L

AI

N R

OFILAC F

O

ET

A

T S

26-08

BUILDING - SEE A-201

(E) ADMINISTRATION

B

C

D

E

A

HYDRANT

(E) FIRE

HYDRANT

(E) FIRE

SECTION 007241.

CONSTRUCTION - SEE THE SPECIFICATION

BY THE CONTRACTOR, PRIOR TO STARTING

3. THE SITE SAFETY PLAN WILL BE PROVIDED

ENTRY GATE.

2. EXISTING KNOX BOX IS LOCATED AT MAIN

FOR INFORMATION ONLY.

1. EXISTING FIRE TRUCK ACCESS ROUTE IS

(E) KNOX BOX

WIDE ACCESS ROAD

MAINTAIN MINIMUM 12'-0"

CONSTRUCTION (175' x 42')

STAGING AREA FOR

FOR REFERENCE ONLY

Ryan Beihl

L. MORTENSEN

L. MORTENSEN

T. CHEN

S. ELSER

A-101 003

FIRE ACCESS PLAN

N E

S

NETROM NL

O

C

NI

L

R=28'

R ' R

28'

R 28'

ACCESS ROUTE

20' WIDE FIRE TRUCK

OSFM # 26-S-1112-C

6/29/2026

APPROVED FIRE AND PANIC ONLY

OFFICE OF THE STATE FIRE MARSHAL

Reviewed by:

shall be available on the project site at all times.

to field inspection. One set of approved plans applicable regulations. Final approval is subject approve any omission or deviation from

Approval of this plan does not authorize or

Code Official

Docusign Envelope ID: 57BF2DB8-9A32-8075-81F6-03C723108664

7/10/2026

1 2

4 5

A A

H

G

E

B

D

C

F

A

E

D

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B

A

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1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-JUL-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

E

TI

HCRA DESN

E

CI

L

T C

E

TI

HCRA DESN

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CI

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OFILAC F

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A

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N

0 84

ROOF PLAN - ADMINISTRATION BUILDING AND CONTROL BUILDING

NOTES

"=1'-0"8

SCALE:

MANAGER, ARCHITECTURE SECTION

MANAGER, STRUCTURAL ENGINEERING BRANCH

KEYNOTE

E

A-401DOME AND CAP - SEE

ROOF DRAIN, REMOVE

ABOVE FINISHED ROOF - SEE

EXTEND CURB TO MAINTAIN 8" MIN

(E) EXHAUST FAN ON (E) ROOF CURB.

TO REMAIN AS IS.

OPEN TO BELOW (ATRIUM). EXISTING TRELLIS

EXISTING PLUMB. VENT - SEE DETAIL

EXISTING MECH. VENT - SEE DETAIL

A

A-402

H

A-402

B

A-401

A

A-301

A

A-301

"/FT4

"/FT4

"/FT4

"/FT4

D

A-301

A

A-301

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

ON (E) METAL ROOF DECKING

TAPERED RIGID INSULATION

ON COVER BOARD OVER

MODIFIED BITUMEN ROOF

6 6

"/FT4

"/FT4

"/FT4

"/FT4

LOCATIONS (DASHED) - SEE DETAIL

THIS LEDGE AT BOTH LADDER

BOTH BUILDINGS. CUT PORTION OF

(E) CONCRETE LEDGE RUNS AROUND

AND GUARDRAILS - SEE DETAIL

NEW LADDER WITH LADDER GUARD A

A-304

A

A-304

"/FT4

26-08

B

A-301 H

A-302

E

A-301

G

A-302

C

A-301

CONTROL BUILDING

ADMINISTRATION BUILDING

TYP. EAVE

G

A-302

TYP. EAVE

G

A-302

EAVE

TYP.

A

A-302

D

A-302

WOOD TRIM AND ADD EDGE FLASHING.

STRUCTURE WITH SLOPE TO SIDES. REPLACE

INSULATION ON EXISTING CONCRETE ROOF

ROOFING OVER COVER BOARD AND TAPERED

DRAIN. PROVIDE NEW FLUID-APPLIED

EXISTING ROOFING AND CAP EXISTING ROOF

STOREFRONT. THEREFORE REMOVE

LOCATION DUE TO PROXIMITY TO

ROOF HEIGHT CANNOT BE RAISED AT THIS

+15'-6" AFF

A

F F

+15'-6" AFF

AFF

+16'-2"

9 (E) EXTERIOR WALL BELOW (DASHED)

THAN MAIN ROOF

(E) ENTRY OVERHANG IS LOWER HEIGHT

LEGEND

C

A-401

GUTTER EXPANSION JOINT

EJ

EJ

EJ

EJ

EJ

EJ

DS DS

DS

DS

DS DS

DS

DS

DS DOWNSPOUT AND SPLASH GUARD

L

A-401

EJ

EJ

EJ

EJ

DS

DS

DS

DS

J

A-302

ROOF

AT VESTIBULE

WINDOW SILL

D

A-301

B

A-302

ROOF

CANOPY

ROOF

CANOPY

B

A-302

FT

"/4

E

A-302

F

A-302

C

A-302

ROOF

CORRIDOR

D

A-301

SIM

A

A-301

ROOF

CANOPY B

A-302

"/FT4

FT

"/4

"/FT4

FT

"/4

"/FT4

A

A-302

H

A-302

SIM.

FT

"/4

FT

"/4

A

A-302

ROOF

CANOPY

STEEL EAVES.

WITH THE EXISTING EXPOSED STRUCTURAL

THIS PROVIDES A HORIZONTAL ALIGNMENT

GUTTERS SHALL HAVE ZERO PERCENT SLOPE.

THE ACTUAL MEASUREMENT.

THICKNESS OF NEW ROOFING MATERIALS FOR

HEIGHT OF EXISTING BUILDING AND

THE NEW ROOF. CONTRACTOR SHALL VERIFY

DATUM ESTIMATING AT KEY LOCATIONS OF

ROOF ELEVATION SHOWN ON THE PLAN IS FOR

LICENSED TO PERFORM THE WORK.

CONTRACTOR SHALL PROVIDE INSTALLERS

CALIFORNIA ELECTRICAL CODE (CEC).

CALIFORNIA MECHANICAL CODE (CMC) AND

CALIFORNIA PLUMBING CODE (CPC),

EXISTING EQUIPMENT SHALL COMPLY WITH

(WORK SHALL BE IN KIND). CONNECTIONS TO

EXISTING MATERIALS, SIZES AND TYPES

WIRING DUCTS AND PIPING SHALL MATCH

ROOFTOP HEIGHT. EXTENDED CONDUITS,

EXTEND UTILITIES TO ACCOMMODATE RAISED

EXISTING VENTILATORS.

DOWNSPOUTS TO MATCH EXISTING. PAINT

JACKS, EDGE FLASHINGS AND GUTTERS AND

PAINT NEW SHEET METAL FLASHINGS, ROOF

FLASHINGS TO MAKE ROOF WATERTIGHT.

ROOF OPENINGS AND USE APPROPRIATE

VERIFY NUMBER AND TYPES OF EXISTING

OTHERWISE NOTED.

EQUIPMENT CURBS SHALL REMAIN, UNLESS

DECK. EXISTING WOOD NAILERS AND

JACKS AND GRAVEL STOPS TO EXPOSE METAL

INCLUDING GRAVEL, RIGID INSULATION, ROOF

REMOVE EXISTING BUILT-UP ROOF ASSEMBLY

SLOPE AS SHOWN.

INSTALL NEW TAPERED INSULATION WITH

EXISTING METAL DECK HAS 0% SLOPE.

7.

6.

5.

4.

3.

2.

1.

TYP. EAVE

"/FT8

"/FT8

DS

DS

DS

DS

C-XXX, C-XXX, C-XXX

Drawing

1"=1'-0"SCALE:

Ryan Beihl

L. MORTENSEN

L. MORTENSEN

T. CHEN

E. ELSER

N E

S

NETROM NL

O

C

NI

ROOF PLAN

A-201004

ADMINISTRATION & CONTROL BUILDINGS

87'-8"±

60'-8"±

23'-8"±

6'-11"±

OSFM # 26-S-1112-C

6/29/2026

APPROVED FIRE AND PANIC ONLY

OFFICE OF THE STATE FIRE MARSHAL

Reviewed by:

shall be available on the project site at all times.

to field inspection. One set of approved plans applicable regulations. Final approval is subject approve any omission or deviation from

Approval of this plan does not authorize or

Code Official

Docusign Envelope ID: 57BF2DB8-9A32-8075-81F6-03C723108664

7/10/2026

D

3 5

B.1

A

D

B

A

C

1 2 54

A

E

D

C

B

A

PrintPDF24x36.pltcfg

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-JUL-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

E

TI

HCRA DESN

E

CI

L

T C

E

TI

HCRA DESN

E

CI

L

AI

N R

OFILAC F

O

E T

A

T S

N

0 84

ROOF PLAN - PLANT MAINTENANCE BUILDING

"=1'-0"8

SCALE:

MANAGER, ARCHITECTURE SECTION

MANAGER, STRUCTURAL ENGINEERING BRANCH

KEYNOTE

E

A-401DOME AND CAP - SEE

ROOF DRAIN, REMOVE

8" MIN ABOVE FINISHED ROOF - SEE

CURB. EXTEND CURB TO MAINTAIN

(E) EXHAUST FAN ON (E) ROOF

(E) ROOF DECK - SEE

INFILL OPENING TO FLUSH WITH

REMOVE (E) SKYLIGHT CURB,

NEW SAFETY RAILING AND GATE - SEE

ON MODIFIED ROOF CURB. PROVIDE

REMOVE AND REPLACE (E) ROOF HATCH

EXISTING PLUMB. VENT - SEE DETAIL8

9 REMOVE (E) SURVEILLANCE CAMERA POLE

EXISTING MECH. VENT - SEE DETAIL

EXISTING OPENINGS - SEE

EXISTING OPENINGS. INFILL

REMOVE PLYWOOD COVERING

F

A-401

A

A-402

D

A-304

F

A-401

M

A-402

H

A-402

B

A-401

NOTES

A

A-301

A

A-301

A

A-301

ON (E) METAL ROOF DECKING

TAPERED RIGID INSULATION

ON COVER BOARD OVER

MODIFIED BITUMEN ROOF

7 9

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

26-08

PIPES, PATCH PENETRATIONS - SEE

REMOVE (E) UTILITY CONDUITS AND

+14'-4" AFF

AFF

+15'-0"

(E) EXTERIOR WALL BELOW (DASHED)10

LEGEND

C

A-401

GUTTER EXPANSION JOINT EJ

DS DOWNSPOUT AND SPLASH GUARD

L

A-401

G

A-302

E

A-304

F

A-301

E

A-304

F

A-301

E

A-304

E

A-304

E

A-304

+14'-9" AFF

A

F F

A

F F

AFF"2

+14'-9

+14'-4" AFF

+14'-4" AFF

DS

EJ

DS

DS

DS

DSDS EJ

STEEL EAVES.

WITH THE EXISTING EXPOSED STRUCTURAL

THIS PROVIDES A HORIZONTAL ALIGNMENT

GUTTERS SHALL HAVE ZERO PERCENT SLOPE.

THE ACTUAL MEASUREMENT.

THICKNESS OF NEW ROOFING MATERIALS FOR

HEIGHT OF EXISTING BUILDING AND

THE NEW ROOF. CONTRACTOR SHALL VERIFY

DATUM ESTIMATING AT KEY LOCATIONS OF

ROOF ELEVATION SHOWN ON THE PLAN IS FOR

LICENSED TO PERFORM THE WORK.

CONTRACTOR SHALL PROVIDE INSTALLERS

CALIFORNIA ELECTRICAL CODE (CEC).

CALIFORNIA MECHANICAL CODE (CMC) AND

CALIFORNIA PLUMBING CODE (CPC),

EXISTING EQUIPMENT SHALL COMPLY WITH

(WORK SHALL BE IN KIND). CONNECTIONS TO

EXISTING MATERIALS, SIZES AND TYPES

WIRING DUCTS AND PIPING SHALL MATCH

ROOFTOP HEIGHT. EXTENDED CONDUITS,

EXTEND UTILITIES TO ACCOMMODATE RAISED

EXISTING VENTILATORS.

DOWNSPOUTS TO MATCH EXISTING. PAINT

JACKS, EDGE FLASHINGS AND GUTTERS AND

PAINT NEW SHEET METAL FLASHINGS, ROOF

FLASHINGS TO MAKE ROOF WATERTIGHT.

ROOF OPENINGS AND USE APPROPRIATE

VERIFY NUMBER AND TYPES OF EXISTING

OTHERWISE NOTED.

EQUIPMENT CURBS SHALL REMAIN, UNLESS

DECK. EXISTING WOOD NAILERS AND

JACKS AND GRAVEL STOPS TO EXPOSE METAL

EXISTING METAL DECK HAS 0% SLOPE.

7.

6.

5.

4.

3.

2.

1.

Ryan Beihl

L. MORTENSEN

L. MORTENSEN

T. CHEN

S. ELSER

N E

S

NETROM NL

O

C

A-202005

PLANT MAINTENANCE BUILDING

OSFM # 26-S-1112-C

6/29/2026

APPROVED FIRE AND PANIC ONLY

OFFICE OF THE STATE FIRE MARSHAL

Reviewed by:

shall be available on the project site at all times.

to field inspection. One set of approved plans applicable regulations. Final approval is subject approve any omission or deviation from

Approval of this plan does not authorize or

Code Official

Docusign Envelope ID: 57BF2DB8-9A32-8075-81F6-03C723108664

7/10/2026

B

1 3 4 5

D

C

E

A

C

F F

21 5

A

E

D

C

B

A

PrintPDF24x36.pltcfg

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-JUL-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, STRUCTURAL ENGINEERING BRANCH

E

TI

HCRA DESN

E

CI

L

T C

E

TI

HCRA DESN

E

CI

L

AI

N R

OFILAC F

O

E T

A

T S

N 0 84

ROOF PLAN - CIVIL MAINTENANCE BUILDING

KEYNOTE

E

A-401DOME AND CAP - SEE

ROOF DRAIN, REMOVE

"=1'-0"8

SCALE:

8" MIN ABOVE FINISHED ROOF - SEE

CURB. EXTEND CURB TO MAINTAIN

(E) EXHAUST FAN ON (E) ROOF

FALL PROTECTION- SEE

WITH MODIFIED CURB (TOTAL 4)

NEW DUAL GLAZED SKYLIGHTS ON

PROVIDE SKYLIGHTS.48"X48" REMOVE (E)

PITCH POCKET- SEE DETAIL

EXISTING PLUMB. VENT - SEE DETAIL8

SCREEN AND POST - SEE

REMOVE (E) MECH EQUIP

NOTES

"/FT4

ON (E) METAL ROOF DECKING

TAPERED RIGID INSULATION

ON COVER BOARD OVER

MODIFIED BITUMEN ROOF

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

COL. FLASHING BELOW - SEE DETAIL

ON (E) METAL ROOF DECKING

TAPERED RIGID INSULATION

ON COVER BOARD OVER

MODIFIED BITUMEN ROOF

EXISTING OPENINGS - SEE

EXISTING OPENINGS. INFILL

REMOVE PLYWOOD COVERING

E

A-402

A

A-402

G

A-402

J

A-401

B

A-402

C

A-303

B

A-401

K

A-402

"/FT4

"/FT4

1'-3 1/2"± 1'-3 1/2"±

26-08

1 1

NEW SAFETY RAILING AND GATE - SEE

ON MODIFIED ROOF CURB. PROVIDE

REMOVE AND REPLACE (E) ROOF HATCH

+15'-6" AFF

+18'-6" AFF

A

F F

STEEL EAVES.

WITH THE EXISTING EXPOSED STRUCTURAL

THIS PROVIDES A HORIZONTAL ALIGNMENT

GUTTERS SHALL HAVE ZERO PERCENT SLOPE.

THE ACTUAL MEASUREMENT.

THICKNESS OF NEW ROOFING MATERIALS FOR

HEIGHT OF EXISTING BUILDING AND

THE NEW ROOF. CONTRACTOR SHALL VERIFY

DATUM ESTIMATING AT KEY LOCATIONS OF

ROOF ELEVATION SHOWN ON THE PLAN IS FOR

LICENSED TO PERFORM THE WORK.

CONTRACTOR SHALL PROVIDE INSTALLERS

CALIFORNIA ELECTRICAL CODE (CEC).

CALIFORNIA MECHANICAL CODE (CMC) AND

CALIFORNIA PLUMBING CODE (CPC),

EXISTING EQUIPMENT SHALL COMPLY WITH

(WORK SHALL BE IN KIND). CONNECTIONS TO

EXISTING MATERIALS, SIZES AND TYPES

WIRING DUCTS AND PIPING SHALL MATCH

ROOFTOP HEIGHT. EXTENDED CONDUITS,

EXTEND UTILITIES TO ACCOMMODATE RAISED

EXISTING VENTILATORS.

DOWNSPOUTS TO MATCH EXISTING. PAINT

JACKS, EDGE FLASHINGS AND GUTTERS AND

PAINT NEW SHEET METAL FLASHINGS, ROOF

FLASHINGS TO MAKE ROOF WATERTIGHT.

ROOF OPENINGS AND USE APPROPRIATE

VERIFY NUMBER AND TYPES OF EXISTING

OTHERWISE NOTED.

EQUIPMENT CURBS SHALL REMAIN, UNLESS

DECK. EXISTING WOOD NAILERS AND

JACKS AND GRAVEL STOPS TO EXPOSE METAL

EXISTING METAL DECK HAS 0% SLOPE.

A

A-303

A

A-303

B

A-303

E

A-303

E

A-303

E

A-303

A

A-303

A

A-303

A

A-303

D

A-303

L

A-402

11 (E) EXTERIOR WALL BELOW (DASHED)

RAIL AND SUPPORT - SEE

REMOVE (E) MECH EQUIP

LEGEND

C

A-401

GUTTER EXPANSION JOINT EJ

DS DOWNSPOUT AND SPLASH GUARD

L

A-401

DS

EJ

EJ

EJ

EJ

EJ

EJ

EJ

DS

DS

DS

DS

DS

DS

DS

DS

DIRECTLY INTO LOWER ROOF GUTTER

RUN DOWNSPOUT ACROSS ROOF TO DRAIN

7.

6.

5.

4.

3.

2.

1.

DS

Ryan Beihl

L. MORTENSEN

L. MORTENSEN

T. CHEN

S. ELSER

N E

S

NETROM NL

O

C

A-203006

CIVIL MAINTENANCE BUILDING

38'-4"±56'-0"±36'-0"±

108'-4"±

22'-0"±

OSFM # 26-S-1112-C

6/29/2026

APPROVED FIRE AND PANIC ONLY

OFFICE OF THE STATE FIRE MARSHAL

Reviewed by:

shall be available on the project site at all times.

to field inspection. One set of approved plans applicable regulations. Final approval is subject approve any omission or deviation from

Approval of this plan does not authorize or

Code Official

Docusign Envelope ID: 57BF2DB8-9A32-8075-81F6-03C723108664

7/10/2026

1 2

C

B

1 3

C

A

A

E

D

C

B

A

PrintPDF24x36.pltcfg

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-JUL-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

E

TI

HCRA DESN

E

CI

L

T C

E

TI

HCRA DESN

E

CI

L

AI

N R

OFILAC F

O

E T

A

T S

N

0 84

ROOF PLAN - WAREHOUSE BUILDING

"=1'-0"8

SCALE:

MANAGER, ARCHITECTURE SECTION

MANAGER, STRUCTURAL ENGINEERING BRANCH

NOTES

RAILING AND SAFETY GATE - SEE

NEEDED. PROVIDE NEW SAFETY

HATCH. MODIFY ROOF CURB AS

REMOVE AND REPLACE (E) ROOF

E

A-402

D

A-304

PROTECTION - SEE

(8) SKYLIGHTS AND ADD FALL

REMOVE AND REPLACE (E) 4' x 4'±

KEYNOTE

TYP. OF 8

E

A-402PROTECTION (TOTAL: 8) - SEE

(3) SKYLIGHTS AND ADD FALL

REMOVE AND REPLACE (E) 2' x 2'±

REMOVED (BY OTHERS) - SEE DETAIL

WHERE (E) HVAC UNITS WERE

OPENING. INFILL BOTH OPENINGS

REMOVE TEMPORARY PLYWOOD OVER

J

A-401

REMAIN - SEE DETAIL

EXISTING PLUMB. VENT TO

CONDENSATION LINE

REMOVE AND DISPOSE (E) HVAC

TO REMAIN - SEE DETAIL

EXISTING MECH. VENTILATOR

AND SEAL PENETRATION

CAP OFF (E) ELECTRICAL CONDUIT

H

A-402

B

A-401

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

"/FT4

PENETRATION

CAP OFF (E) GAS LINES AND SEAL

A

A-301

A

A-301

26-08

+17'-2" AFF

+17'-8" AFF

TYP. EAVE

TYP. EAVE

LEGEND

C

A-401

GUTTER EXPANSION JOINT EJ

DS DOWNSPOUT AND SPLASH GUARD

L

A-401

DS

DS

DS

DS

DS

DSDS

DS

DSDS

DS

EJ

EJ

EJ

EJ

EJ

WHERE OCCURS, AT WAREHOUSE BUILDING .

INCLUDING THROUGH THE CONCRETE LEDGE,

LOCATIONS AS EXISTING DOWNSPOUTS

NEW DOWNSPOUTS SHALL BE IN SAME

STEEL EAVES.

WITH THE EXISTING EXPOSED STRUCTURAL

THIS PROVIDES A HORIZONTAL ALIGNMENT

GUTTERS SHALL HAVE ZERO PERCENT SLOPE.

THE ACTUAL MEASUREMENT.

THICKNESS OF NEW ROOFING MATERIALS FOR

HEIGHT OF EXISTING BUILDING AND

THE NEW ROOF. CONTRACTOR SHALL VERIFY

DATUM ESTIMATING AT KEY LOCATIONS OF

ROOF ELEVATION SHOWN ON THE PLAN IS FOR

LICENSED TO PERFORM THE WORK.

CONTRACTOR SHALL PROVIDE INSTALLERS

CALIFORNIA ELECTRICAL CODE (CEC).

CALIFORNIA MECHANICAL CODE (CMC) AND

CALIFORNIA PLUMBING CODE (CPC),

EXISTING EQUIPMENT SHALL COMPLY WITH

(WORK SHALL BE IN KIND). CONNECTIONS TO

EXISTING MATERIALS, SIZES AND TYPES

WIRING DUCTS AND PIPING SHALL MATCH

ROOFTOP HEIGHT. EXTENDED CONDUITS,

EXTEND UTILITIES TO ACCOMMODATE RAISED

EXISTING VENTILATORS.

DOWNSPOUTS TO MATCH EXISTING. PAINT

JACKS, EDGE FLASHINGS AND GUTTERS AND

PAINT NEW SHEET METAL FLASHINGS, ROOF

FLASHINGS TO MAKE ROOF WATERTIGHT.

ROOF OPENINGS AND USE APPROPRIATE

VERIFY NUMBER AND TYPES OF EXISTING

OTHERWISE NOTED.

EQUIPMENT CURBS SHALL REMAIN, UNLESS

DECK. EXISTING WOOD NAILERS AND

JACKS AND GRAVEL STOPS TO EXPOSE METAL

EXISTING METAL DECK HAS 0% SLOPE.

8.

7.

6.

5.

4.

3.

2.

1.

THROUGH EXISTING HOLE

LEDGE WHERE DOWNSPOUT PASSES

LOCATE SPLASH BLOCK BELOW CONCRETE

N E

S

NETROM NL

O

C

A-204007

WAREHOUSE BUILDING

40'-8" ±60'-0"

100'-8" ±

OSFM # 26-S-1112-C

L. MORTENSEN

T. CHEN

L. MORTENSEN

S. ELSER

L. MORTENSEN

6/29/2026

APPROVED FIRE AND PANIC ONLY

OFFICE OF THE STATE FIRE MARSHAL

Reviewed by:

shall be available on the project site at all times.

to field inspection. One set of approved plans applicable regulations. Final approval is subject approve any omission or deviation from

Approval of this plan does not authorize or

Code Official

Docusign Envelope ID: 57BF2DB8-9A32-8075-81F6-03C723108664

7/10/2026

C

B

A

PrintPDF24x36.pltcfg

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-JUL-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

OSFM # 26-S-1110-C

OSFM # 26-S-1112-COSFM # 26-S-1111-C

OSFM # 26-S-1109-C

"2

"2

1 4"

4"

TAPERED RIGID INSULATION

ON COVER BOARD OVER

MODIFIED BITUMEN ROOFING

INSTALLATION INSTRUCTIONS.

ROOFING MANUFACTURER'S

AND SEALANT PER

NEW METAL EDGE FLASHING

NOTE:

SEALANT

SET FLANGE IN MASTIC

FLASHING WITH CONT CLEAT.

24 GA GALV METAL EDGE

OCCURS

WHERE PLASTER OR GYP.

A

TYPICAL ROOF EAVE DETAIL

GRAPHIC SCALES

AND OVER NAILERS

RUN BASE PLY DOWN

HANGERS AT 36" OC

18 GA METAL STRAP

GUTTER WITH 1" WIDE

22 GA GALV METAL

FOR LOCATIONS

STRAINER. SEE ROOF PLANS

DOWNSPOUT WITH DOME

3"x4" 20 GA GALV METAL

2-#8 WS PER BRACKET

ATTACH TO NAILERS WITH

BRACKETS AT 36" OC.

" GALV METAL8

1"x

SLOPE

E

SCALE: 3"=1'-0"

SCALE: 3"=1'-0"

6"0 3"

SCALE : 3" = 1'-0"

OR BEAM

BOTTOM OF (E) CHANNEL

ALIGN GUTTER WITH

16" OC, STAGGERED

ATTACH WITH 16D AT

SHAPED 2x6 PT WOOD NAILER

NAILER

(E) 2"x6 WOOD

(E) METAL DECK

B

SCALE: 3"=1'-0"

RAKE EDGE AT ADMIN BUILDING ATRIUM EAST / WEST WALL

C

SCALE: 3"=1'-0"

LATH, WHERE OCCURS

(E) CEMENT PLASTER OV/ (E) STOREFRONT WINDOW

EDGE FLASHING

(E) WF STEEL BEAM

TAPERED RIGID INSULATION

ON COVER BOARD OVER

MODIFIED BITUMEN ROOFING

(E) METAL DECK

SLOPE

ALIGNED WITH ROOF

PLYWOOD, TOP PLATE

" MARINE GRADE2

WITH

2x6 PT CRIPPLE WALL

NAILER

(E) 2" NET x 6" CONT.

(E) WF STEEL BEAM

INSULATION

TAPERED RIGID

BOARD OVER

ROOFING ON COVER

MODIFIED BITUMEN

(E) CMU WALL

(E) METAL DECK

SET FLANGE IN MASTIC

FLASHING WITH CONT CLEAT.

24 GA GALV METAL EDGE

16D AT 16" OC, STAGGERED

WOOD NAILERS ATTACH WITH

SHAPED 2x6 PT BUILT-UP

SEALANT

SLOPE

ROOF EAVE AT ADMIN BUILDING ATRIUM - SOUTH WALL

SEALANT

D

WF BEAM

(E) STEEL CHANNEL OR

ROOF EAVE DETAIL

F

SCALE: 3"=1'-0"

T

O

(E) STEEL BEAM

(E) CMU WALL

AND INFORMATION SEE

FOR ADDITIONAL NOTES

NOTE:

SLOPE

STEEL BEAM @ 12" O.C.

SCREWS AT 36" OC. SHOT PIN TO (E)

GUTTER) WITH #10 SS SELF-TAPPING

1" LEGS. ATTACH TO BRACKETS (NOT

(N) 16 GA GALV METAL CLOSURE WITH

LATH, WHERE OCCURS

(E) CEMENT PLASTER OV/

SLOPE

LATH, WHERE OCCURS

(E) CEMENT PLASTER OV/

(E) METAL DECK

AND INFORMATION SEE

FOR ADDITIONAL NOTES

NOTE:

ROOF EAVE DETAIL

SCALE: 3"=1'-0"

(E) STEEL BEAM @ 12" O.C.

SCREWS AT 36" OC. SHOT PIN TO '

GUTTER) WITH #10 SS SELF-TAPPING

1" LEGS. ATTACH TO BRACKETS (NOT

(N) 16 GA GALV METAL CLOSURE WITH

A-301

(E) STEEL BEAM

INSULATION

ON COVER BOARD OVER RIGID

MODIFIED BITUMEN ROOFING

GUTTER

GALV METAL

W/ 16D AT 16" OC

ATTATCHED T0 (E)

2X6 P.T. NAILER

V A

R

IE

S

ROOF EAVE AT ADMIN BUILDING ATRIUM - NORTH WALL

SLOPE

LATH, WHERE OCCURS

(E) CEMENT PLASTER OV/

(E) METAL DECK

TAPERED RIGID INSULATION

ON COVER BOARD OVER

MODIFIED BITUMEN ROOFING

W/ CONT. CLEAT

8" EDGE FLASHING 24GA

GRADE PLYWOOD

" MARINE 2

WITH

2x6 PT CRIPPLE WALL

CONT.NAILER

(E) 2" NET x 6"

SEALANT

(E) WF STEEL BEAM

(E) STOREFRONT WINDOW

LAP W/ EDGE FLASHING

METAL FASCIA COVER

BARRIER

WATER RESISTANT

AS IN

METAL FASCIA COVER

BARRIER

WATER RESISTANT

BARRIER

WATER RESISTANT

(E) WF STEEL BEAM

NAILER

(E) 2" NET x 6" CONT.

AS IN

METAL FASCIA COVER

(E) CMU WALL

T0 (E) NAILER W/ 16D AT 16" OC

2X6 PT NAILER ATTACHED

4"

TAPERED RIGID INSULATION

ON COVER BOARD OVER

MODIFIED BITUMEN ROOFING

WITH DOME STRAINER

GALV METAL DOWNSPOUT

GUTTER

GALV METAL

WITH CONT CLEAT

EDGE FLASHING

WITH CONT CLEAT

EDGE FLASHING

A-201, A-202, A-204

A-201 A-201

A-201 A-201

A-202

" MARINE GRADE PLYWOOD2

STAGGERED

ATTACH WITH 16D AT 16" OC,

SHAPED 2x6 PT WOOD NAILER

(E) 2"x6 WOOD NAILER

(E) 2"x6 WOOD NAILER

STAGGERED

ATTACH WITH 16D AT 16" OC,

SHAPED 2x6 PT WOOD NAILER.

(E) METAL DECK

E

TI

HCRA DESN

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E

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26-08

ROOF DETAILS - 1

008 A-301

T. CHEN

L. MORTENSEN

S. ELSER

L. MORTENSEN

LIC. No. C-32240

REN. 6-30-27

N E

S

NETROM NL

O

C

NI

L

6/29/2026

APPROVED FIRE AND PANIC ONLY

OFFICE OF THE STATE FIRE MARSHAL

Reviewed by:

shall be available on the project site at all times.

to field inspection. One set of approved plans applicable regulations. Final approval is subject approve any omission or deviation from

Approval of this plan does not authorize or

Code Official

Docusign Envelope ID: 57BF2DB8-9A32-8075-81F6-03C723108664

7/10/2026

C

B

A

PrintPDF24x36.pltcfg

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-JUL-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

4"

"2

"2

1 4"

A

GRAPHIC SCALES

E

SCALE: 3"=1'-0"

SCALE: 3"=1'-0"

6"0 3"

SCALE : 3" = 1'-0"

6" STEEL BEAM

W/BOTTOM OF (E)

ALIGN GUTTER

DECK

(E) ROOF METAL

B

SCALE: 3"=1'-0"

ROOF TRANSITION- CORRIDOR (ADMIN BUILDING)

C

SCALE: 3"=1'-0"

D

SCALE: 3"=1'-0"

RIGID INSULATION

BOARD OVER TAPERED

ROOFING ON COVER

MODIFIED BITUMEN

(E) CMU WALL

SLOPE

3" CANT STRIP

MASONRY ANCHORS AT 16" OC

" DIA 4

TO CMU WALL WITH

" FLAT BAR . ATTACH 4

WITH 1"x

24 GA GALV METAL FLASHING

F

SCALE: 3"=1'-0"

AND INFORMATION SEE

FOR ADDITIONAL NOTES

J

SLOPE TO SIDES

INSULATION BOARD - CREATE

(E) DOOR

O/V METAL DECKING

(E) LIGHTWEIGHT CONC

(E) PLASTER O/ METAL LATH

(E) RUNNER

(E) FURRING CHANNEL

SEALANT

FLANGE IN MASTIC

CONT CLEAT. SET

EDGE FLASHING WITH

24 GA GALV METAL

VESTIBULE ROOF DETAIL (AT WINDOW SILL)

MASTIC (FIELD VERIFY)

3"x3" FLASHING SET IN

SEALANT AT JOINT

O/ INSULATION BOARD

O/ COVERBOARD

PMMA MEMBRANE ROOFING

AND REPLACE WITH (N)

REMOVE (E) ROOFING

(E) PLASTER O/ METAL LATH

(E) RUNNER

(E) FURRING CHANNEL

O/ METAL DECKING

(E) LIGHTWEIGHT CONC

(E) WINDOW

PAINTED BLACK

" x 8" P.T. BOARD, 4

REPLACE (E) TRIM WITH

SEALANT

G

SCALE: 3"=1'-0"

RIGID INSULATION

BOARD OVER TAPERED

ROOFING ON COVER

MODIFIED BITUMEN

TUBING

(E) STEEL

SLOPE

(E) CMU WALL BEYOND

2" LAP

SET FLANGE IN MASTIC

FLASHING WITH CONT CLEAT.

24 GA GALV METAL EDGE

NAILER

(E) 2" NET x 6" CONT.

CANOPY ROOF TO CMU WALL - TYP CANOPY ROOF PEAK AT OPEN END

ROOF EAVE - CORRIDOR (AT CMU) ROOF PEAK - CORRIDOR (AT WINDOW) ROOF TRANSITION- CORRIDOR (CONTROL BUILDING)

(E) STEEL TUBING

2x PT SHAPED WOOD BOARD

REPLACE (E) NAILER WITH

TAPERED RIGID INSULATION

ON COVER BOARD OVER

MODIFIED BITUMEN ROOFING

(E) METAL ROOF DECK

(E) PLASTER O/V LATH

(E) EAVE STRUT BEYOND

(E) ADMIN BLDG

3" CANT STRIP

SDS AT 12" O.C. (PRE-DRILL)

SEALANT. ATTACH WITH #10

" FLAT BAR WITH 4

CONT. 1"x

BEYOND

(E) STEEL TUBING

(E) WINDOW

AT 12" O.C. (PRE-DRILL)

SEALANT. ATTACH WITH #10 SDS

" FLAT BAR WITH 4

CONT. 1"x

3" CANT STRIP

2x PT SHAPED BLK

REPLACE (E) NAILER WITH

RIGID INSULATION

BOARD OVER TAPERED

ROOFING ON COVER

MODIFIED BITUMEN

(E) HOLLOW METAL PANEL

(E) STEEL TUBING

BEYOND

(E) STEEL TUBING

(E) CONTROL BLDG

AND INFORMATION SEE

FOR ADDITIONAL NOTES

NOTE:

A

A-301

SLOPE

FILLER BLK

PT "2

x 2"2

INSTALL SHAPED (E) 2" NET x 6" NAILER

RIGID INSULATION

BOARD O/ TAPERED

ROOFING ON COVER

MODIFIED BITUMEN

(E) CMU WALL

(E) METAL ROOF DECK

(E) PLASTER O/ LATH

(E) SUSP. CEILING COMPONENTGUTTER

GALV. METAL

DOWNSPOUT

GALV. METAL

(E) CORRIDOR

SLOPE

4"

(E) CORRIDOR

RIGID INSULATION

BOARD O/ TAPERED

ROOFING ON COVER

MODIFIED BITUMEN

(E) WINDOW

(E) STEEL BEAM

COMPONENT

(E) SUSP. CEILING

SET FLANGE IN MASTIC

FLASHING WITH CONT CLEAT,

24 GA GALV EDGE METAL

16D AT 16" OC, STAGGERED

2-2x PT ATTACH WITH

REPLACED W/ SHAPED

REMOVE (E) CURB &

16" OC, STAGGERED

ATTACH WITH 16D AT

2x PT WOOD NAILER.

NAILER

(E) 2" NET x 6" CONT.

NAILER

(E) 2" NET x 6" CONT.

2" LAP

(E) METAL ROOF DECK

SEALANT

4"

(E) CORRIDOR

(E) CORRIDOR

VESTIBULE ROOF DETAIL (AT DOOR HEAD)

H

SCALE: 3"=1'-0"

4"

"2

"2

1 4"

SLOPE

(E) 6" STEEL CHANNEL

WITH BOTTOM OF

ALIGN GUTTER

3" FV

(E) ROOF METAL DECK

CEMENT PLASTER

(E) METAL LATH AND

(E) STEEL CHANNEL (OR WF)

GUTTER AT EAVE STRUT WITH PLASTER SOFFIT

AND INFORMATION SEE

FOR ADDITIONAL NOTES

NOTE:

A

A-301

GUTTER

GALV. METAL

EDGE FLASHING

RIGID INSULATION

ON COVER BOARD O/ TAPERED

MODIFIED BITUMEN ROOFING

16D AT 16" OC, STAGGERED

NAILER ATTACH WITH

SHAPED 2x PT WOOD

(E) STEEL DECK EDGE PLATE

(E) METAL EDGE PLATE

A-201, A-202 A-201 A-201

A-201A-201 A-201

A-201 A-201 A-201

(E) 4"X4" STL. TUBE

ROOFING OVER COVER BOARD

FLUID-APPLIED MEMBRANE

DECK

(E) METAL

16D AT 16" OC, STAGGERED

NAILER. ATTACH WITH

SHAPED 2x PT WOOD

(E) 2" NET x 6" NAILER

DECK

(E) METAL

(SLOPING)

HEIGHT VARIES

(SLOPING)

HEIGHT VARIES

E

TI

HCRA DESN

E

CI

L

T C

E

TI

HCRA DESN

E

CI

L

AI

N R

OFILAC F

O

E T

A

T S

ROOF DETAILS - 2

009 A-302

T. CHEN

L. MORTENSEN

S. ELSER

L. MORTENSEN

LIC. No. C-32240

REN. 6-30-27

N E

S

NETROM NL

O

C

NI

L

6/29/2026

APPROVED FIRE AND PANIC ONLY

OFFICE OF THE STATE FIRE MARSHAL

Reviewed by:

shall be available on the project site at all times.

to field inspection. One set of approved plans applicable regulations. Final approval is subject approve any omission or deviation from

Approval of this plan does not authorize or

Code Official

Docusign Envelope ID: 57BF2DB8-9A32-8075-81F6-03C723108664

7/10/2026

C

B

A

PrintPDF24x36.pltcfg

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-JUL-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, ARCHITECTURE SECTION

MANAGER, STRUCTURAL ENGINEERING BRANCH

A

A

4"

"2

"2

1 4"

(E) STEEL BEAM & DECK SUPPORT

AND INFORMATION SEE

FOR ADDITIONAL NOTES

NOTE:

SLOPE

A

ROOF EAVE DETAIL

SELF-TAPPING SCREWS AT 36" OC

BEAM AND BRACKETS WITH #8 SS

WITH 1" LEGS. ATTACH TO STEEL

(N) 16 GA GALV METAL CLOSURE

24 GA GALV METAL FLASHING

ROOF TO WALL FLASHING (ROOF BELOW CMU)

SCALE: 3"=1'-0"

B

ROOF EAVE DETAIL

SCALE: 3"=1'-0"

E

ROOF TO WALL FLASHING (ROOF ABOVE CMU)

SCALE: 3"=1'-0"

C

WALL FLASHING AT COLUMN (TOP VIEW)

SCALE: 3"=1'-0"

F

FLASHING AT COLUMN (3-D VIEW)

N.T.S.

TAPERED RIGID INSULATION

ON COVER BOARD OVER

MODIFIED ROOFING

AND UNDER FLASHING

RUN BASE PLY UP

3" CANT STRIP

BATT INSULATION

2X4 CRIPPLE WALL WITH

METAL WALL PANEL

WITH NEW 2" INSULATED

REPLACE (E) WALL PANEL

SEALANT - TYP

M

SILL FLASHING

24 GA GALV METAL

AND INFORMATION SEE

FOR ADDITIONAL NOTES

CMU WALL

PLATE FLUSH WITH

CUT (E) STEEL

ROOF SLOPE

TOP PLATE WITH

INSULATION. ALIGN

WITH BATT

2X4 CRIPPLE WALL

H E

IG

H

T V

A R

IE

S

P E

R L

O C

A T

IO

N

PANEL HEAD FRAME BY MFR

TO ANGLE BY MFR

PANEL ATTACHMENT

" MARINE GRADE PLYWOOD2

"x18 GA TRACK2

4"x1

A L

IG

2x4 CRIPPLE WALL

FOR CLARITY)

WALL PANEL (NOT SHOWN

" INSULATED METAL 2

WITH SILL FLASHING

AND OVERLAP 2"

EXTEND FLASHING

(E) STL COL

ANGLE

REMOVE (E) STEEL

- SEE SECTION BELOW

" ALUM FLAT BAR4

1"x

(E) STEEL COLUMN

OVERLAP WITH SILL FLASHING

EXTEND COL. METAL FLASHING

2" LAP - TYP

COLUMN AS IN

ATTACHED TO (E) TUBE

" ALUM FLAT BAR4

1" x

AT TOP AND SIDES

SEAL ALL JOINTS - TYP

METAL WALL PANEL

2. CORNER COLUMN

1. INTERMEDIATE COLUMN

BEAM STRUT

BOTTOM OF (E) 6" STEEL

ALIGN GUTTER WITH

INSTALLATION INSTRUCTIONS.

ROOFING MANUFACTURER'S

AND SEALANT PER

NEW METAL EDGE FLASHING

NOTE:

FOR LOCATIONS

STRAINER. SEE ROOF PLANS

DOWNSPOUT WITH DOME

3"x4" 20 GA GALV METAL

2-#8 WS PER BRACKET

ATTACH TO NAILERS WITH

BRACKETS AT 36" OC.

" GALV METAL8

1"x

AND OVER NAILERS

RUN BASE PLY DOWN

HANGERS AT 36" OC

18 GA METAL STRAP

GUTTER WITH 1" WIDE

22 GA GALV METAL

SEALANT

SET FLANGE IN MASTIC

FLASHING WITH CONT CLEAT.

24 GA GALV METAL EDGE

16" OC, STAGGERED

ATTACH WITH 16D AT

SHAPED 2x6 PT WOOD NAILER

TAPERED RIGID INSULATION

ON COVER BOARD OVER

MODIFIED BITUMEN ROOFING

(E) 2"x6 WOOD NAILER

(E) METAL DECK

(E) CMU WALL

SEALANT

SET FLANGE IN MASTIC

FLASHING WITH CONT CLEAT.

24 GA GALV METAL EDGE

GUTTER

22 GA GALV METAL

SLOPE ROOFING

BITUMEN

MODIFIED

WOOD NAILER.

SHAPED 2x6 PT

(E) METAL DECK

AND OVER NAILERS

RUN BASE PLY DOWN

PLASTER

(E) LATH & CEMENT

& DECK SUPPORT

(E) STEEL BEAM

(E) CMU WALL

(E) CMU WALL

STEEL ANGLE

" 4

CONT. 2"x2"x

(E) LATH & CEMENT PLASTER

(PRE-DRILL)

#10 SDS @ 12" O.C.

ATTACH WITH

STEEL ANGLE

" 4

CONT. 2"x2"x

FLUSH WITH CMU WALL

CUT (E) STEEL PLATE

O/ 4"x2" STUD

4"x2"x14 GA TRACK

WALL PANEL

2" INSULATED METAL

3" CANT STRIP

AT COL. - TYP

FLAT JAMB TRIM

SILL FLASHINGRIGID INSULATION

COVER BOARD OVER

MODIFIED ROOFING ON

LAP WITH FLASHING

RUN BASE PLY UP

COLUMN

BAR ATTACHED TO

" ALUM FLAT4

1"x

FLASHING

OVERLAP WITH SILL

24 GA FLASHING

SEALANT

OVERLAP WITH SILL FLASHING

EXTEND COL. METAL FLASHING

COLUMN - AS IN

ATTACHED TO (E) STEEL

" ALUM FLAT BAR4

1" x

UNDER WALL PANEL

24 GA GALV METAL

UNDER WALL PANEL

24 GA GALV METAL

AT TOP AND SIDES

SEAL ALL JOINTS - TYP

BY MFR

FLAT JAMB TRIM

BY MFR

FLAT JAMB TRIM

BASE PLY

AT TOP AND SIDES

SEAL ALL JOINTS

P E

R L

O C

A T

IO

N

A-203

A-203A-203

A-203

A-203

A-203

2" INSULATED METAL WALL PANEL

" STUD 16" OC2

4"x1

PLYWOOD

" MARINE GRADE 2

CONNECTION AT COLUMN

REMOVE (E) STEEL ANGLE

STEEL ANGLE

" 4

CONT. 2"x2"x

(TYP) - SEE DETAIL BELOW

ATTACH EA END TO COLUMN

4"x2"x14 GA TRACK O/ 4"x2" STUD, " STUD 16" OC2

4"x1

"x14 GA STUD NESTED IN TRACK4"x2

-TYPICAL

(4 EA LEG)

W/8-#10 SDS

4" LONG CLIP

2"x2"x14 GA

NESTED STUD

TRACK AND

4" DOUBLE

AT 12" OC - TYP

#10 SELF DRILLING SCREW (SDS)

"x18 GA TRACK2

4"x1

"x18 GA TRACK2

4"x1

NESTED IN TRACK

"x14 GA STUD 4"x2

"x18 GA TRACK2

4"x1

BATT INSULATION

(E) METAL DECK

DECK

(E) METAL

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

TE OF CALIFORN

IA

WALL PANEL ABUT TO COLUMN

WALL PANEL

2" INSULATED METAL

LAP WITH FLASHING

RUN BASE PLY UP

METAL GUTTER

UPPER ROOF

LOWER ROOF

V E

R

IF

Y

V E

R

IF

Y

BOT OF STL BM

TOP OF FLASHING

(E) STEEL COLUMN

FLAT JAMB TRIM

E

TI

HCRA DESN

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O

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A

T

ROOF DETAILS - 3

010 A-303

T. CHEN

L. MORTENSEN

S. ELSER

L. MORTENSEN

No. 7208

C

A

MER BES

T

ON

LARUTCURTS

LIC. No. C-32240

REN. 6-30-27

N E

S

NETROM NL

O

C

NI

L

6/29/2026

APPROVED FIRE AND PANIC ONLY

OFFICE OF THE STATE FIRE MARSHAL

Reviewed by:

shall be available on the project site at all times.

to field inspection. One set of approved plans applicable regulations. Final approval is subject approve any omission or deviation from

Approval of this plan does not authorize or

Code Official

Docusign Envelope ID: 57BF2DB8-9A32-8075-81F6-03C723108664

7/10/2026

7/10/2026

" = 1'-0"4

SCALE :

0 1' 2'

NOTES

E

D

C

B

A

PrintPDF24x36.pltcfg

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:24-JUL-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

LADDER AND GUARDRAIL DETAIL

A-201

SECTION

ELEVATION

PLAN VIEW

RUNG

FIRST

M A

X

STEEL RUNGS

1" DIA SOLID BAR

M

IN

WORKING POINT

BOTTOM OF GUTTER

C

L R

MIN

1" CLR

M

IN

C

L R

TOP RUNG

FOR CLEARANCE AT

GUTTER AS REQUIRED

MODIFY TOP OF

M

IN

C

L R

STEEL PIPE RAIL

DIA X-STRONG "2

"4

VERIFY

10"

BLOCK. EMBED 6", TYP

IN CENTER OF CMU

" DIA ADHESIVE ANCHORS 4

FINISH GRADE

E

N O

T E

N O

T T

O S

C A

L E

A

(SELF CLOSING)

SWINGING SAFETY GATE

TOP OF ROOF

Q

A

2'-6"

GUTTER

MODIFIED

LADDER

EA SIDE OF

BRACKET

GUTTER

T

Y P

FACE OF GUTTER

"4

TYP

GUTTER

(E) CMU WALL

TYP

STANDOFF, TYP.

" DIA STD STEEL PIPE2

GRIND SMOOTH, TYP

WELD JOINTS AND

RAILING AND POSTS,

1 1/2" DIA STD STEEL PIPE

FLASHING, TYP. SEE C/A-402

M

IN

IN

S

U L

A T

IO

N

T H

IC

K

N E

S S

C O

O R

D

IN

A T

E H

E

IG

H T

W

IT

O V

E R

O O

F

6'-0" 6'-0"

C

LPOST

C

LPOST/LADDER RAIL EXTENSION

C L

EXTENSION

RAIL

POST/LADDER

C

LPOST

AT EACH END

GUARDRAIL EXTENSION

C

LPOST

C

LPOST

AND SECTION

SIDE RAILS - SEE ELEV.

LADDER WITH STEEL TUBE

POST ATTACHMENT

TYP

TO ANGLE,

RAILING POST

(E) 18 GA METAL DECK

B

RAIL POST

2"

2"

EA. SIDE

TO (E) METAL DECK,

#10 SMS AT 6" OC

C

A-402

N.T.S.

TYP. AT (8) PLACES

POST ATTACHMENT

B

SIML TO DETAIL

TO POST AND ANGLES

WATERPROOF COATING

SELF CLOSING (DASHED)

SWINGING SAFETY GATE -

1'-6"

LLBB, TYP. AT (4) PLACES

x4'-0" LONG16

DBL L3x2x

WALL BELOW

AND FACE OF (E) BLOCK

EDGE OF (E) WOOD NAILER

V E

R

IF

Y H

E

IG

H T

I N

F

IE

M

A X

T

Y P

2'-0" MAX

TYP.

1'-6" MIN

1'-4" MIN

COLD GALVANIZING, PRIMER AND PAINT

INTENDED WELD ZONE AND RECOAT WITH

REMOVE GALVANIZING FOR 2" MIN AROUND

NOTE:

PER PLAN

DBL ANGLE

NOT MORE THAN 12 INCHES.

SHALL NOT BE LESS THAN 10 INCHES AND

SPACING BETWEEN CENTERLINES OF RUNGS

FOR THE FULL HEIGHT OF THE LADDER.

3. LADDER RUNGS SHALL BE EQUALLY SPACED

LADDERS AND GUARDRAILS.

DRAWINGS AND FABRICATING STEEL

CONDITIONS BEFORE PREPARING SHOP

2. VERIFY ALL DIMENSIONS AND FIELD

ACRYLIC TOPCOAT.

WITH 2-COATS EXTERIOR WATERBORNE

WATERBORNE ACRYLIC PRIMER AND PAINTED

EDGES AND SHALL BE PRIMED WITH

BE GALVANIZED, FREE OF BURRS SHARP

ALL COMPONENTS AND CONNECTIONS SHALL

1. STEEL LADDER AND GUARDRAILS, INCLUDING

TO ADMINISTRATION)

BUILDING (CONNECTED - CONTROL

- ADMINISTRATION BUILDING

LADDER IN TWO LOCATIONS:

N.T.S.

ROOF HATCH GUARDRAIL DETAIL

D

35" AT CIVIL MAINT. (VERIFY)

A

T C

IV

IL

M A

IN

T

(V

E R

IF

Y

RAIL WIDTH - BY MFR

R A

IL

L

E N

G T

H

B Y

M F

R

PLAN VIEW

SEE

ROOF HATCH,

REPLACE (E)

REMOVE AND

GATE

SAFETY

GUARDRAIL

(DASHED)

BELOW

(E) LADDER

PER MFR

ROOF CURB

ATTACHED TO

3-D VIEW

CURB

(E) ROOF

A-202, A-203, A-204, A-402

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

ENLARGED CONNECTION PLATE

C

SCALE: 3"=1'-0"

STANDOFF

PLATE

x5"x5""8

E Q

E Q

"2

PER SECTION

ANCHORAGE

STANDOFF

C

LBOLT/

"2

EXTENSION

MEMBER W/ GUARDRAIL

ALIGN HORIZONTAL

LADDER RAIL EXTENSION,

ALL BENDS IN GUARDRAILS

OUTSIDE BEND R=3" TYP

C

STANDOFF

TYP EA

LEG

TYP AT EA

"4

TYP

TOP OF (E) MASONRY WALL

BRACKET TYPGUTTER

FOR DIMENSIONS - SEE BELOW

BEND LADDER RAIL AS REQ'D

1 MIN6" MAX

C

STANDOFF

TYP EA

7" CLR

DEMO (E) CONC LEDGE

" 1

CONC STEM WALL

WITH 6" MIN EMBED AT

" DIA ADHESIVE ANCHORS 4

SLAB WHERE OCCURS

(E) DROPPED INTERIOR

AND STEM WALL

FOUNDATION

(E) CONCRETE

TYP

10"

DEMO (E) CONC LEDGE

TYP

AT SURFACE OF SAWCUT CONC,

PROVIDE CEMENTITIOUS GROUT

ROOF GUTTER AT WALL PANEL

E

SCALE: 3"=1'-0"

AND INFORMATION SEE

FOR ADDITIONAL NOTES

NOTE:

A

A-301

INSULATION

BOARD OVER RIGID

ROOFING ON COVER

MODIFIED BITUMEN

SLOPE

(E) METAL DECK

AT 16" OC, STAGGERED

ATTACHED TO (E) W/16D

2x6 PT WOOD NAILER

GUTTER

GALV. METAL

"2

1 4"

"2

4"

OR WF BEAM

(E) STEEL CHANNEL

INSUL. OR HOLLOW

(E) WALL PANEL -

CHANNEL OR BEAM

BOTTOM OF (E) 6" STEEL

ALIGN GUTTER WITH

REPLACE (E) WITH (N)SEALANT

ROOFING (HEIGHT VARIES)

MANAGER, ARCHITECTURE SECTION

MANAGER, STRUCTURAL ENGINEERING BRANCH

E Q

M

A X

LADDER GUARD HINGE SUPPORT

TO PIPE RAIL (4 LOCATIONS 3L+1R) FOR

" STEEL ANGLE 16

"x2

1"x2

WELD 1

1"

C L

C L

C L

ANGLE

" STEEL16

"x2

"x12

PIPE RAIL

(NOT SHOWN)

PER MFR

LADDER GUARD

SHOWN)

(NOT

HINGE

T.O. CONC

C L

A-202

(E) 2"x6 WOOD NAILER

R E G

IS

T E R

ED

PROFESSION

L

E N G

IN

E

A T

E OF CALIF

OR

) 1"16

34" AT WAREHOUSE (VERIFY)

A

T W

A R

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O U

S E

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E R

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LIC. No. C-32240

REN. 6-30-27

N E

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NETROM NL

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35" AT PLANT MAINT. (VERIFY)

A

T P

L A

N T

M A

IN

T

(V

E R

IF

Y

G

A-402

R O

O F

IN

G

M

IN

A

B O

V

DIAMETER.

SPHERE 21 INCHES IN

ALLOW PASSAGE OF A

HAVE OPENINGS THAT

OPENINGS SHALL NOT

NOTE: GUARDRAIL

21" MAX OPENING, TYP.

DIAMETER.

SPHERE 21 INCHES IN

ALLOW PASSAGE OF A

HAVE OPENINGS THAT

OPENINGS SHALL NOT

NOTE: GUARDRAIL

21" MAX OPENING, TYP.

26-08

OCCURS

INTERIOR SLAB

DROPPED

LEDGE WHERE

CONCRETE

(E) INTERIOR

SLAB

(E) INTERIOR

A-304

ROOF DETAILS - 4

OSFM # 26-S-1112-C

L. MORTENSEN

T. CHEN

L. MORTENSEN

S. ELSER

L. MORTENSEN

No. 7208

C

A M

ER BES

T

ON

LARUTCURTS

6/29/2026

APPROVED FIRE AND PANIC ONLY

OFFICE OF THE STATE FIRE MARSHAL

Reviewed by:

shall be available on the project site at all times.

to field inspection. One set of approved plans applicable regulations. Final approval is subject approve any omission or deviation from

Approval of this plan does not authorize or

Code Official

Docusign Envelope ID: 254BA49D-8C37-865A-8180-AC4B4D9BB105

7/24/2026

7/24/2026

C

B

A

PrintPDF24x36.pltcfg

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-JUL-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

(E) METAL ROOF DECK

PIPE OR CONDUIT FLASHING DETAIL

VERIFY SIZE

(E) CONDUIT OR PIPE,

B

PLUMBING VENT FLASHING DETAIL

(E) PLUMBING VENT

MFR'S RECOMMENDATIONS

SEALANT PER ROOFING

E

ROOF DRAIN CLOSURE DETAIL

ROOF DECK

(E) METAL

H

PIPE OR CONDUIT SUPPORT DETAIL

MIN

M

IN

SCALE : 3" = 1'-0"SCALE : 3" = 1'-0"

SCALE : NONE

SCALE : NONE

ROOF DECK

(E) METAL

MIN

OR PIPE ON ROOF

(N) OR (E) METAL CONDUIT

STRAINER, TYP

REMOVE (E) DOME

6"

4"

SET FLANGES IN MASTIC

BOOT, SIZE TO FIT PIPE.

PREFABRICATED

BITUMEN ROOF

MODIFIED

COVER BOARD

RIGID INSULATION

PIPE EXTENSION

PRE-FABRICATED

SEALANT

COVER BOARD

BITUMEN ROOF

MODIFIED

INSULATION

RIGID

TO WOOD SLEEPER WITH SS SCREWS

DIA OF CONDUIT OR PIPE. ATTACH

" DIA LARGER THAN OUTSIDE 2

GALV METAL PIPE STRAP

WITH ROOFING CEMENT

6'-0" OC MAX. ATTACH TO MEMBRANE

HEART REDWOOD SLEEPERS AT

2x4 10" LONG CONSTRUCTION

MFR'S RECOMMENDATIONS

(N) MODIFIED CAP SHEET PER

MEMBRANE ADHERE TO

10"x16" WALK PAD MODIFIED

FLANGES IN MASTIC

2" MIN AND SET

TURN DOWN INTO PIPE

4 LBS LEAD FLASHING

DOWNSPOUT DETAIL

GUTTER EXPANSION JOINT DETAIL

PLAN

RIVET AND SOLDER

SECTION

ELEVATION

GUTTER ENDS

SCALE : NONE

(E) CONCRETE BLOCK WALL

OR ASPHALT PAVING

TOP OF GRAVEL SURFACE

"B", "C", "D" AND "E" FOR PROPER GUTTER EXPANSION.

INSTALLATION VALUES TABLE FOR VALUES

CONTRACTORS NATIONAL ASSOCIATION (SMACNA)

3. REFER TO SHEET METAL AND AIR CONDITIONING

EXPANSION JOINTS AND DOWNSPOUTS.

2. SEE ROOF PLANS FOR LOCATION OF GUTTER

SIZES OF COMPONENTS.

1. SEE ROOF PLANS AND DETAILS FOR GAUGES AND

NOTES:

AT STEEL COLUMNS

USE SELF-TAPPING SCREWS

ANCHORS TO (E) CMU WALL

" SCREW 4

" DIA x 116

2-

OCCURS

SPLASH BLOCK WHERE

PRECAST CONCRETE

ADMIN BLDG)

(12" WIDE x 12" LONG AT

12" WIDE x 30" LONG

EDGE FLASHING

GALV METAL

CONT CLEAT

GALV METAL

GUTTER

GALV METAL

GA AS GUTTER

METAL COVER SAME

10" WIDE GALV

" TO REAR4

SLOPE

GALV METAL CAP

WITH CONT CLEAT

EDGE FLASHING

GALV METAL

GALV METAL CAP

GUTTER

GALV METAL

COVER

GALV METAL

SCALE : NONE

J K

CLOSURE OF ROOF OPENING - TYPICAL PLAN CLOSURE OF ROOF OPENING - TYPICAL SECTION

K

" = 1'-0"2

SCALE : 1

DECK WEBS AT 12" OC

(E) METAL ROOF

OPENING

CLOSURE AROUND

(E) 12 GA GALV METAL

AT OPENINGS LESS THAN 12" WIDE.

OMIT INTERMEDIATE SUPPORTS

NOTE:

M A

X

MAX

SCALE : NONE

AROUND OPENING

(E) STEEL TUBE

AT INTERMEDIATE SUPPORTS

WITH 2 - #10 SMS PER LEG

GALV METAL CLIP ANGLE

2"x2"x 3" LONG 16 GA

SUPPORTS

STAGGERED AT EDGE

#10 SMS AT 8" OC,

SHEET COVER

16 GA GALV METAL

INTERMEDIATE SUPPORTS

AT 8" OC EDGES AND

SHEET WITH #10 SMS

16 GA GALV METAL

" = 1'-0"2

SCALE : 1

DECK WEBS AT 12" OC

(E) METAL ROOF

0 4" 8"

SCALE : NONE

SUPPORTS

STAGGERED AT EDGE

#10 SMS AT 8" OC,

SHEET COVER

16 GA GALV METAL

INTERMEDIATE SUPPORTS

AT 8" OC EDGES AND

SHEET WITH #10 SMS

16 GA GALV METAL

M

A X

4'-0" +/- (4'-2" MAX)

F G CLOSURE OF ROOF OPENING AT SKYLIGHT - PLAN CLOSURE OF ROOF OPENING AT SKYLIGHT - SECTION

BEYOND OPENING

DECK STRUCTURE

(E) METAL ROOF

OPENING

STRUCTURE BEYOND

(E) METAL ROOF DECK

CONTRACTOR TO FIELD VERIFY (E) STRUCTURE

CONTRACTOR TO FIELD VERIFY (E) STRUCTURE

PLIES OVER FLANGE

MODIFIED FLASHING

0 4" 2" 0 4" 2"

A-201, A-202, A-203, A-204

A-202

A-202 A-401

OPENING, SEE J/A-401

(E) FRAMING AROUND

OPENING

STEEL TUBE AROUND

(E) 2 1/2"x1"x 13 GA

0 4" 8"

DOWNSPOUT

3"x4"x20 GA GALV METAL

AND AT 10'-0" OC MAX

STRAPS AT TOP, BOTTOM

2" WIDE 18 GA GALV METAL

THRU STRAP AND DOWNSPOUT

" GALV SELF-TAPPING SCREW16

PLIES OVER FLANGE

FLASHING

MODIFIED BITUMEN

CLAMP

AND ABANDON

(FIELD VERIFY SIZE)

INSIDE DIA PIPE PLUG

LEADER - CAP WITH 3"

(E) RAIN WATER

AROUND OPENING

(E) FRAMING

5'-0"

AT 8" OC

SELF-TAPPING SMS

COVER WITH #8

16 GA GALV METAL

SUPPORTS

LEG AT INTERMEDIATE

WITH 2 - #10 SMS PER

GALV METAL CLIP ANGLE

2"x2"x 3" LONG 16 GA

EDGES AND AT 12" OC MAX

GALV METAL JOISTS AT

6"x 16 GA (600S162-54)

EDGES AND AT 12" OC MAX

GALV METAL JOISTS AT

4"x 16 GA (400S137-54)

SCALE : NONE

D

ROOF GUTTER AT DOWNSPOUT

A-301, A-302

METAL FLASHING

3"x4"x 22GA GLAV

INSTALLATION INSTRUCTIONS

ROOFING MANUFACTURER'S

SET FLANGE IN MASTIC PER

FLASHING WITH CONT CLEAT,

24 GA GALV METAL EDGE

3"X 4" FLASHING

AND OVERLAP WITH

RUN BASE PLY DOWN

FOR CLARITY)

NOT SHOWN

GUTTER (PORTION

22 GA GALV METAL

SEAL ALL JOINTS

PASS THROUGH AND

ALLOW DOWNSPOUT

NOTCH FLASHING TO

PLANS FOR LOCATIONS

STRAINER. SEE ROOF

DOWNSPOUT WITH DOME

3"x4" 20 GA GALV METAL

A-402

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

A-201, A-202, A-203, A-204

A-201, A-202, A-203, A-204 A-201, A-202, A-203, A-204

A-301, A-302

A-401

ALL AROUND

(E) STEEL COLLAR,

MODIFY PORTION OF

J

SKYLIGHT OPENING

COLLAR AROUND

MODIFIED (E) STEEL

ELEVATION AT CONCRETE LEDGE (AT ADMIN AND WAREHOUSE BUILDINGS)

AND AT 10'-0" OC MAX

STRAPS AT TOP, BOTTOM

2" WIDE 18 GA GALV METAL

LOCATE UNDER DOWNSPOUT

CONCRETE SPLASH BLOCK.

12" WIDE x 30" LONG PRECAST

CONCRETE LEDGE

RUN DOWNSPOUT PAST

(E) CONCRETE LEDGE

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

TE OF CALIFORN

E

TI

HCRA DESN

E

CI

L

T C

E

TI

HCRA DESN

E

CI

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AI

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OFILAC F

O

E T

A

T S

26-08

Ryan Beihl

TYPICAL DETAILS - 1

012 A-401

T. CHEN

L. MORTENSEN

S. ELSER

L. MORTENSEN

No. 7208

C

A

MER BES

T

ON

LARUTCURTS

LIC. No. C-32240

REN. 6-30-27

N E

S

NETROM NL

O

C

NI

L

6/29/2026

APPROVED FIRE AND PANIC ONLY

OFFICE OF THE STATE FIRE MARSHAL

Reviewed by:

shall be available on the project site at all times.

to field inspection. One set of approved plans applicable regulations.