P2599013_Drawings.pdf

PDF 6 MB Posted Jul 31, 2025

Attached to: P2599013 - Silverado Fisheries Base - New Manufactured Home
Solicitation number: 0000036286
Issued by: Napa County, Napa City, California

About this file

Written by GovTribe AI · Aug 1, 2025

These construction documents are for a new manufactured home project by the California Department of Fish and Wildlife (CDFW) located at 7329 Silverado Trail in Napa County, specifically in the Bay Delta Region (Region 3). The project involves constructing a new 1,600 square foot, single-story manufactured home with ADA-compliant features, including an access ramp, front and back porches, and specific accessibility requirements for kitchen, bathroom, and circulation spaces. The plans are dated February 3, 2025, with a California State Fire Marshal permit number of P2599013 and a CalFire permit number of 25-N-2701-C.

The project includes detailed infrastructure plans for site preparation, electrical and water connections, and compliance with accessibility standards. The manufactured home will have luxury vinyl plank flooring, Hardiplank siding, and is designed to meet California Building Code accessibility provisions. The site plan indicates removal of 10 trees, installation of the new home, and integration with existing site infrastructure such as an electrical vault, water vault, and septic system. The project appears to be funded through state agencies, specifically the California Department of Fish and Wildlife, with design and engineering completed by the state's Land and Facilities Engineering division.

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File	Type	Posted
P2599013_Bidding_Documents.pdf	PDF	Jul 31, 2025
P2599013_Contract_Documents_PFL.pdf	PDF	Jul 31, 2025

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TEL

ELEC

POT

ECW

NO PARKING

POT

ELEC

POT

32'-6"

9'-0"

35'-0"

58'-3"

66'-0"

25'-0"

31'-8"

22' ±

28'-6" ±

SSSS

124'-6 1 4"

ELEC

'-0

7. CONTRACTOR IS RESPONSIBLE FOR DISPLAYING BUILDING PERMIT (OBTAINED BY CDFW) AT

THE SITE DURING CONSTRUCTION. ADDITIONALLY, THE CONTRACTOR MUST SCHEDULE AND

BE ON-SITE DURING FINAL CALIFORNIA STATE FIRE MARSHAL INSPECTION.

8. THIS PROJECT IS SUBJECT TO DGS INSPECTION, CONTRACTOR WILL COORDINATE AND BE

PRESENT FOR INSPECTIONS WITH DGS THROUGHOUT THE ENTIRETY OF CONSTRUCTION

Sheet 01 of 04

Drawing Number:

C al ifo rn ia D ep ar tm en t o f

ACCESS COMPLIANCE:

APPROVED:

DESIGNED & DRAWN:

L a nd a nd

F a ci li ti es

E ng in ee ri ng

T he

N a tu ra l

R es ou rc es A g en cy

S ta te o f C a li fo rn ia

Scott Murata

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERSAPPROVED

CHIEF ENGINEER DATE

C65221 9/30/2025

Fi sh a nd

W ild lif e

CALIFORNIA STATE FIRE MARSHAL:

P2599013

H19-2025-001

PATRICK LUSTER

C25-13

06/30/2025

V E R A D O F

H E R

S B

A S E

N A P A C

O U N T Y

R E G

A Y D

E L T A R

E G

M A

N U

O M

V E R A D O T

R A

N A P A C A

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH

CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR

PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS AND STRUCTURAL REPAIRS. AS

PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS,

COMPONENTS OR PORTION OF THE POT THAT WERE DETERMINED TO BE

NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY

TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS

PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED

INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS,

COMPONENTS OR PORTION OF THE POT THAT WILL NOT BE CORRECTED BY THIS

PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF

UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.

DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT

REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND

REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO

COMPLIANCE WITH CBC AS A PART OF THIS PROJECT BY MEANS OF "CONSTRUCTION

CHANGE DOCUMENT" (FORM DSA 140).

PATH OF TRAVEL (POT)

1) ENGINEER HAS SURVEYED/INSPECTED THE PATH OF TRAVEL (P.O.T.) AS INDICATED ON THE PLANS AND HAS

FOUND IT TO BE, A BARRIER-FREE ACCESSIBLE ROUTE:

· AT LEAST 48 INCHES IN WIDTH; OR AS APPROVED BY CODE.

· WITHOUT ABRUPT CHANGES EXCEEDING 12" IF BEVELED AT 1:2 MAXIMUM SLOPE, OR VERTICAL LEVEL

CHANGES EXCEEDING 14";

· WITH A FIRM, STABLE, AND SLIP RESISTANT WALKING SURFACE;

· WITH A RUNNING SLOPE OF 1:20 OR LESS, UNLESS OTHERWISE INDICATED, AND A CROSS SLOPE OF 1:50

OR LESS;

· IS FREE OF OVERHEAD OBSTRUCTIONS WITHIN 80 INCHES ABOVE THE WALKING SURFACE; AND

· IS FREE OF OBJECTS WHICH PROTRUDE MORE THAN 4 INCHES BETWEEN THE HEIGHTS OF 27 INCHES AND

80 INCHES ABOVE THE WALKING SURFACE.

CONSTRUCTION NOTES:

A1. CONTRACTOR TO INSTALL 2,600 SF OF NEW 2" AC OVER 6" AB

PAVEMENT SECTION.

A2. CONNECT MANUFACTURED HOME SEWER LINE TO EXISTING

CLEANOUT, APPROXIMATELY 30 LINEAR FEET.

A3. CONNECT EXISTING 11

2" SCH 40 PVC WATER LINE TO MANUFACTURED

HOME.

A4. CONTRACTOR TO INSTALL NEW HOSE BIB WITH BRASS ANTI-SYPHON

VALVE.

A5. CONTRACTOR TO INSTALL CONCRETE PAD FOR PROPANE TANK AND

INSTALL GAS LINE (15LF±). PAD SHALL BE 10'6"X4'6"X6" (LXWXD), #4

REBAR @ 12" O.C. E.W., PAD SHALL BE UNDERLAIN BY 6" OF

AGGREGATE BASE, PROVIDE FOUR (4) 12" EYE BOLTS SET IN

CONCRETE FOR TANK ANCHORING. TANK TO BE PROVIDED BY THE

STATE.

A6. HOUSE APPLIANCES SHALL BE CONVERTED TO PROPANE GAS.

A7. HOUSE SHALL BE EQUIPPED WITH A DUCT SYSTEM FOR HEATING

COOLING CONNECTED TO AN OUTDOOR AIR CONDITIONER UNIT AND

AN INDOOR FURNACE. CONTRACTOR SHALL FURNISH AC UNIT AND

FURNACE.

A8. CONTRACTOR SHALL INSTALL CONCRETE PAD FOR OUTDOOR AC

UNIT, 36"X36"X4", #4 REBAR @ 12" O.C. E.W.

A9. CONTRACTOR SHALL FURNISH INTERIOR APPLIANCES, SEE EXHIBIT T

FOR MANUFACTURERS AND MODELS.

A10. SAWCUT EXISTING ROADWAY ASPHALT ALONG EDGE TO PROVIDE

SMOOTH TRANSITION TO NEW DRIVEWAY ASPHALT.

SHEET INDEX:

1. SITE PLAN

2. FLOW TEST REPORTING, FIRE MARSHAL INFORMATION, AND DETAILS

3. MANUFACTURED HOME FLOOR PLAN, FOUNDATION PLAN, AND DETAILS

4. ACCESS RAMP, FRONT AND BACK PORCH, AND DETAILS

FIRE MARSHALL NOTES:

F1. MODULAR STRUCTURE ARE DEFERRED AND PLATE NUMBER OR APPROVED

HCD PLAN WILL BE SUBMITTED AT LATER DATE.

F2. PER 2022 CBC TABLE 705.5 FOR CONSTRUCTION TYPE V-B, OCCUPANCY

GROUP R-3, EXTERIOR WALL SHALL NOT BE REQUIRED TO HAVE A FIRE

RESISTANCE RATING WHERE THE FIRE SEPARATION DISTANCE 10 FEET OR

GREATER.

F3. MANUFACTURED HOME MUST MEET CHAPTER 7A OF THE 2022 CALIFORNIA

BUILDING CODE - MANUFACTURED HOME MUST BE WILDLAND URBAN

INTERFACE (WUI) HARDENED

F4. MANUFACTURED HOME SHALL BE FULLY SPRINKLERED IN ACCORDANCE

WITH THE CALIFORNIA BUILDING CODE, CALIFORNIA RESIDENTIAL CODE AND

NFPA 13D, MANUFACTURED HOME MANUFACTURER SHALL DESIGN THE

SPRINKLER SYSTEM AND PROVIDE A REQUIRED FLOW RATE PER NFPA 13D,

SECTION 6.4.

F5. CONTRACTOR SHALL HIRE A C-16 SUB-CONSULTANT TO PERFORM A FIRE

SPRINKLER "BUCKET" TEST FOR THE MANUFACTURED HOME

F6. CONTRACTOR SHALL PROVIDE AN EXTERNAL FIRE ALARM BELL CONNECTED

TO THE FIRE SPRINKLER SYSTEM, SEE SPRINKLER DIAGRAM ON SHEET 2

F7. CONTRACTOR SHALL PROVIDE A WATER PRESSURE GAUGE CONNECTED TO

THE FIRE SPRINKLER SYSTEM, SEE SPRINKLER DIAGRAM ON SHEET 2

F8. ALL WORK SHALL COMPLY WITH CHAPTER 33 OF THE CALIFORNIA BUILDING

CODE AND CALIFORNIA FIRE CODE.

F9. ALL SMOKE ALARMS SHALL BE HARDWIRED AND INTERCONNECTED

1. OCCUPANCY GROUP............................................... U

2. TYPE OF CONSTRUCTION........................................ II-B

3. NUMBER OF STORIES

4. ACTUAL BUILDING HEIGHT (FT)

5. BUILDING AREA (SF)

6. AREA OF PROJECT (SF)............................................ N/A

7. SEPARATED OR NON-SEPARATED.......................... SEPARATED

8. ALLOWABLE AREA (SF)............................................. 9,000

9. AREA INCREASE

10. HEIGHT INCREASE

11. FIRE SPRINKLERS...................................................... NO

12. FIRE ALARM................................................................. NO

13. OTHER FIRE PROTECTION SYSTEMS...................... NO

14. SMOKE CONTROL SYSTEM....................................... NO

15. OCCUPANT LOAD

16. YEAR BUILDING WAS CONSTRUCTED

17. IN A HIGH FIRE HAZARD SEVERITY ZONE............... NO (LRA)

18. SEISMIC JOINTS.......................................................... NO

19. EMERGENCY RESPONDER RADIO COVERAGE...... NO

BUILDING CODE DATA - METAL SHED (EXISTING) C

1. OCCUPANCY GROUP............................................... R-3

2. TYPE OF CONSTRUCTION........................................ TYPE V-B

3. NUMBER OF STORIES

4. ACTUAL BUILDING HEIGHT (FT)............................... 13.5

5. BUILDING AREA (SF)................................................ 1,600

6. AREA OF PROJECT (SF)............................................ 10,000±

7. SEPARATED OR NON-SEPARATED.......................... SEPARATED

8. ALLOWABLE AREA (SF)............................................. 36,000

9. AREA INCREASE......................................................... 1,600

10. HEIGHT INCREASE

11. FIRE SPRINKLERS...................................................... YES

12. FIRE ALARM................................................................. YES

13. OTHER FIRE PROTECTION SYSTEMS...................... NO

14. SMOKE CONTROL SYSTEM....................................... NO

15. OCCUPANT LOAD

16. YEAR BUILDING WAS CONSTRUCTED

17. IN A HIGH FIRE HAZARD SEVERITY ZONE............... NO (LRA)

18. SEISMIC JOINTS.......................................................... NO

19. EMERGENCY RESPONDER RADIO COVERAGE...... NO

BUILDING CODE DATA - MANUFACTURED HOME (NEW) B

1. OCCUPANCY GROUP............................................... R-3

2. TYPE OF CONSTRUCTION........................................ TYPE V-B

3. NUMBER OF STORIES

4. ACTUAL BUILDING HEIGHT (FT)............................... 13.5

5. BUILDING AREA (SF)................................................ 1,500

6. AREA OF PROJECT (SF)............................................ 10,000±

7. SEPARATED OR NON-SEPARATED.......................... SEPARATED

8. ALLOWABLE AREA (SF)............................................. 36,000

9. AREA INCREASE

10. HEIGHT INCREASE

11. FIRE SPRINKLERS...................................................... YES

12. FIRE ALARM................................................................. YES

13. OTHER FIRE PROTECTION SYSTEMS...................... NO

14. SMOKE CONTROL SYSTEM....................................... NO

15. OCCUPANT LOAD

16. YEAR BUILDING WAS CONSTRUCTED

17. IN A HIGH FIRE HAZARD SEVERITY ZONE............... NO (LRA)

18. SEISMIC JOINTS.......................................................... NO

19. EMERGENCY RESPONDER RADIO COVERAGE...... NO

BUILDING CODE DATA - MANUFACTURED HOME (EXISTING) A

02 - 122362

02/03/2025 X

C93263 03/31/2026

SCALE: NTS

SILVERADO FISHERIES BASE

7329 SILVERADO TRAIL

NAPA, CA 94558

SILVER

AIL

PROJECT LOCATIONPATH TO PROJECT SITE

FROM ROAD

SEPTIC

CONNECTION (E)

WATER VAULT (E)

METAL

SHED (E)

UG WATER MAIN (E)

4" W

WATER LINE (E

ELEC. VAULT (E)

SITE ELECTRICAL SERVICE

PANEL (E) - SEE SITE

ELECTRICAL NOTES

REMOVE TREE AND

STUMP (10 PLACES),

TREES TO BE REMOVED

WILL BE FLAGGED AND

CAN BE VIEWED DURING

THE JOBWALK

NEW MANUFACTURED

HOME - SEE SHEET 3

SITE PLAN

SCALE: 1"=20'-0"

DSA #02-111023

ADA PARKING AND RESTROOM (E)

DSA #02-115173

MANUFACTURED HOME

INFRASTRUCTURE PLANS (E)

G A

C E

Y R

SEE NOTE A1

SEE NOTE A4

SEE NOTE A3

FISH HATCHERY

OFFICE (E)

AQUA

BLDG (E)

SFM #01-28-11-0007

MANUFACTURED HOME

INFRASTRUCTURE PLANS (E)

FIRE HYDRANT -

535 GPM TESTED

FLOW RATE @

56.6 PSI, 950 GPM

@ 20 PSI, SEE

REPORT ON

SHEET 2

EXISTING

MANUFACTURED

HOME

NEW

MANUFACTURED

HOME

SEE NOTE A5

SEE NOTE A2

EXISTING

SEPTIC TANK

MINIMUM WATER SUPPLY CALCULATION FOR NEW MANUFACTURED HOME

Per NFPA 1142, Section 4.3 for Structure with Exposure Hazards

WSmin = VStot OHC (CC) x 1.5

Where:

WSmin = Min Water Supply in Gallon VStot = Total Volume of Structure in Ft3 OHC = Occupancy Hazard Classification Number CC = Construction Classification Number

Per NFPA 1142, Section 4.3.2 - The minimum water supply required for a structure with exposure hazards shall not be less than 3,000 gallons

VStot = (assume 1,600 ft2 building (60' x 26'8") - max size allowed) Ground Floor Area = 1,600 SF

Height = 9.5 Ft + 4 Ft (attic) = 13.5 Ft

VStot = Total Volume = (1,600 ft2 )(9.5 ft)+(1 2)(26.67 ft)(4 ft)(60 ft) = 18,400 Ft3

OHC = 7 (Dwellings per Section 5.2.5 of NFPA 1142) CC = 1.0 (for Dwellings per 6.2.2 of NFPA 1142)

WSmin = VStot OHC (CC) x 1.5

18,400 Ft3

(1.0) x 1.5 = 3,950

Gallons

Per NFPA 1142, Table 4.6.1 Minimum Capability of Fire Department to Deliver Water, the minimum water flow available at the incident is 500 gallons per minute (GPM) which is supplied by the hydrant identified on this sheet and tested in the reports shown on Sheet 2 with local CalFire Fire Marshal observation.

SEE NOTE A10

1 12" CONDUIT-

3#3,1#8(G)

SITE ELECTRICAL NOTES:

E1. CONTRACTOR TO INSTALL UNDERGROUND ELECTRICAL SERVICE

LINE BETWEEN HOUSE AND EXISTING SERVICE PANEL. SEE

TRENCHING DETAIL. VERIFY LOCATION OF EXISTING UNDERGROUND

UTILITIES WITH GROUND SCAN OR POTHOLING PRIOR TO DIG.

MODIFY CONDUIT LOCATION AND LENGTH FROM WHAT IS SHOWN AS

NECESSARY TO ACCOUNT FOR FINAL SUPPLIED PANEL LOCATION.

E2. PROVIDE 5/8" DIAMETER, 8 FOOT LONG UFER GROUND ROD AT

BUILDING ELECTRICAL PANEL.

E3. DO NOT BOND NEUTRAL TO GROUND AT HOUSE PANEL. EQUIPMENT

GROUNDING CONDUCTOR AND NEUTRAL SHALL RUN SEPARATE

BACK TO SITE SERVICE PANEL.

E4. UTILIZE EXISTING 70A, 2-POLE CIRCUIT BREAKER AT THE SITE

SERVICE PANEL FOR ELECTRICAL SERVICE. PROVIDE RISER AND

KNOCKOUT AT SERVICE PANEL. COORDINATE SERVICE

INTERRUPTIONS WITH CDFW SITE MANAGER.

E5. ELECTRICAL RISERS SHALL BE STEEL OR SCHEDULE 80 PVC AND

SUPPORTED EVERY 24".

E6. LOCATE EXISTING ABANDONED UNDERGROUND SITE ELECTRICAL

SERVICE LINE. TRENCH AND LAY NEW CONDUIT ABOVE EXISTING

CONDUIT.

E7. LOCATE THE PORTION OF UNDERGROUND ELECTRICAL LINE WHICH

CURRENTLY SERVES THE EXISTING MANUFACTURED HOME AND IS

RUNNING THROUGH THE CONSTRUCTION AREA FOR THIS PROJECT.

THROUGH GROUND SCAN AND POTHOLING, DETERMINE LOCATION

AND DEPTH. REPORT CONDUIT LOCATION TO CDFW TO DETERMINE

WHETHER LINE REQUIRES RELOCATION. IF REQUIRED CONTRACTOR

SHALL PROCEED WITH NOTES E8 THROUGH E10.

E8. RELOCATE ELECTRICAL SERVICE FOR EXISTING MANUFACTURED

HOME. EXCAVATE 24" TRENCH PER DETAIL AT LOCATION SHOWN.

WITHIN TRENCH, INSTALL 1 12" CONDUIT WITH 3#3, 1#8(G) TO NEW

PULLBOX WHERE SHOWN.

E9. LOCATE AND INTERCEPT EXISTING UNDERGROUND LINE TO EXISTING

MANUFACTURED HOME. INSTALL UNDERGROUND PULLBOX TO

TRANSITION TO NEW CONDUIT DESCRIBED IN NOTE E8. REMOVE

EXISTING SERVICE CONDUCTORS TO EXISTING HOME AND REPLACE

WITH 3#3, 1#8(G) FROM SITE SERVICE PEDESTAL TO EXISTING HOUSE

PANEL. MAKE ALL ELECTRICAL CONNECTIONS TO RESTORE SERVICE.

E10. INSTALL THE CONTINUATION OF ELECTRICAL LINE DESCRIBED IN

NOTE E8 IN THE SAME TRENCH AS THE NEW ELECTRICAL SERVICE

LINE FOR THE NEW MANUFACTURED HOME. TRENCH WILL CONTAIN

BOTH SERVICES- (2) 1 1/2" CONDUITS - 3#3, 1#8(G) IN EACH CONDUIT. SEE NOTE E10

SITE ELECTRICAL

SERVICE

SEE NOTE E8

11"Lx18"Hx12"D

PULL BOX

SEE NOTE E9

ABANDONED SITE

ELECTRICAL SERVICE

SEE NOTE E8

11"Lx18"Hx12"D

PULL BOX

1 12" CONDUIT-

3#3,1#8(G)

SEE NOTE E6

CALFIRE PERMIT NUMBER: 25-N-2701-C

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to f ield inspection.One set of approved plans shall be avai lab le on the pro jec t s i te a t a l l t imes .

SFM#:

Reviewed by:

25-N-2701-C

Cliff Dugranrut

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TO FIRE

SPRINKLER

SYSTEM

ELECTRIC BELL

SOV

FROM

2" LINE

LEGEND:

DV = DRAIN VALVE

PG = PRESSURE GAUGE

FS = FLOW SWITCH

CV = CHECK VALVE

SOV = MAIN SHUT OFF VALVE

SILL

HEIGHT 44"

MAXIMUM

TO CLEAR

OPENING

20"

NET

CLEAR

OPENABLE

WIDTH

44"

FLOOR

CEILING

1 2"

4" WIDE THRESHOLD

MILL ALUM FINISH

FINISH FLOOR

(INSIDE)

4" GAP (MAX)

PORCH, BOARD DECK

FINISH TREX DECK (E)

MATCH NEW

PRE-FABRICATED OFFICE

ELEVATION TO EXISTING

TREX DECK ELEVATION

PRE-FABRICATED OFFICE

FINISH FLOOR

PRE-FABRICATED

HOME

MAIN FRAME

JACK STAND

FOUNDATION PAD

HARDIE PLANK LAP

SIDING OR SHEET

CEMENT BOARD

COMPACTED EARTH

10 MIL CLEAR

VISQUEEN

3" BED

SAND, GRAVEL OR

1" POLYETHYLENE PIPE

90 % COMPACTION

SELECT BACKFILL

FINISH GRADE

2' -0

LOOSE SOIL BACKFILL

6" COVER

TRACER WIRE

WARNING TAPE

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

Sheet 02 of 04

Drawing Number:

C al ifo rn ia D ep ar tm en t o f

ACCESS COMPLIANCE:

APPROVED:

DESIGNED & DRAWN:

L a nd a nd

F a ci li ti es

E ng in ee ri ng

T he

N a tu ra l

R es ou rc es A g en cy

S ta te o f C a li fo rn ia

Scott Murata

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERSAPPROVED

CHIEF ENGINEER DATE

C65221 9/30/2025

Fi sh a nd

W ild lif e

CALIFORNIA STATE FIRE MARSHAL:

P2599013

H19-2025-001

PATRICK LUSTER

C25-13

06/30/2025

V E R A D O F

H E R

S B

A S E

N A P A C

O U N T Y

R E G

A Y D

E L T A R

E G

M A

N U

O M

V E R A D O T

R A

N A P A C A

02 - 122362

02/03/2025 X

C93263 03/31/2026

UNDERGROUND PIPING

NOT TO SCALE THRUST BLOCKING DETAILS

NOT TO SCALE

LOCAL FIRE ACCESS AUTHORITY APPROVAL

NOT TO SCALE

NOTES:

ALL WINDOWS SHALL BE MULTIPANE GLAZING WITH A MINIMUM OF ONE

TEMPERED PANE MEETING THE REQUIREMENTS OF SECTION 2406 SAFETY

GLAZING AND COMPLY WITH 2022 CBC 708A.2.1.

SECTION F - WINDOW ELEVATION

SCALE: 1" = 2'-0" SECTION G

SCALE: 1" = 2'-0" SECTION H - DOOR ENTRANCE

NTS

NOTE:

1. INSTALL 10 MIL VISQUEEN ON THE ENTIRE FOOT PRINT OF THE

MANUFACTURED HOME. SECURE TO THE GROUND EVERY 5 FOOT SQUARE.

FIRE SPRINKLER - RISER DETAIL

NTS

FLOW TEST REPORT

NOT TO SCALE

FLOW TEST REPORT

NOT TO SCALE

FLOW TEST REPORT

NOT TO SCALE

24"

6" MIN

2" MIN

3" MIN

SCHEDULE 40 PVC WATERLINE. EXACT

SIZES TO BE VERIFIED BY

MANUFACTURED HOME BUILDER FOR

FIRE SPRINKLER.

SAND BEDDING (TYP)

TRACER WIRE. PLACE A MIN

OF 12" ABOVE CONDUIT (TYP)

NATIVE BACKFILL FREE OF LARGE ROCKS

(TYP). COMPACT TO 90% RELATIVE

COMPACTION UNLESS OTHERWISE NOTED.EXISTING GROUND

WATER UTILITY TRENCH

NTS

6" MIN

3" MIN

12"

24" MIN

4" SDR 35 PVC GRAVITY PIPE W/ 6" SDR

35 GRAVITY SLEEVE (GRAVITY SLEEVE

UNTIL EDGE OF MANUFACTURED

HOME)

SAND BEDDING (TYP)

AGGREGATE BASE 95% R.C..

2" AC

SEWER LINE TRENCH

NTS

ASPHALT

NATIVE SOIL 95% R.C. (90% R.C. IN

NON-TRAFFIC AREAS)

PROPANE GAS TRENCH DETAIL

NTS

3" BED

ELECTRICAL TRENCH DETAIL-VEHICULAR TRAFFIC AREA

SAND, GRAVEL OR

NON-METALLIC CONDUIT

90 % COMPACTION

SELECT BACKFILL

FINISH GRADE

LOOSE SOIL BACKFILL

WARNING TAPE

NTS

CALFIRE PERMIT NUMBER: 25-N-2701-C

SFM#:

Reviewed by:

25-N-2701-C

Cliff Dugranrut

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EXCAVATE CRAWL SPACE

TO ACHIEVE MIN 18"

CLEARANCE

8"x16" VENT TYP. (11

PLACES)

BLOCK OUT STEMWALL

FOR NEW VENT (TYP.)

FOUNDATION FOOTING

8" STEM WALL

2"x6" PRESSURE TREATED

SILL PLATE

SEISMIC PIER (9 PLACES)

ANCHOR BOLT - SEE

NOTE B1

CRAWL SPACE ACCESS

6' -6

'-0

26'-8"

FRONT

PORCH

ACCESS RAMP

SLOPE: 1:12 (MAX)

3' -0

SEE STAIRS SECTION

9' -0

ASPHALT

CONCRETE

SLOPE: 2% MAX

SEE DOOR

DETAIL

'-4

30'-0"

NON-SLIP SURFACE

ACCESS RAMP

SPRINKLER

CONNECTION

DECKING - SEE

NOTE C6

W.H.

CLOSET CLOSET

LAUNDRY

ROOM

MASTER BEDROOM

KITCHEN

K-

BATH 2

DINNING

LIVING ROOM

BEDROOM 2BEDROOM 3

DEN

MASTER

BATH

SHOWER

30" x 60"

MIN.

60" DIA

TURNING

CIRCLE

PANTRY

EGRESS

V3058HS V3058HS

EGRESS

V4618HS

EGRESS

V3658HS

H2427 V4658HSV4658HS

8H S

V4639SHV4658HS

60" DIA

TURNING

CIRCLE

48"x30"

CLEAR

FLOOR

SPACE

18"

MIN.

V4658HS

40" GRAB BAR

36" GRAB

BAR

18"24"

3' -0

5'-0" 5'-0"

8' -0

7'-0"

1'-0"

BACK PORCH

3' -0

SEE STAIRS

SECTION - SHEET 4

11'-0"

: 2

SLOPE IN LANDING

AREA 2% (1:48) MAX

6'-9"

EGRESS

5'-0"

3' -9

DRYER

WASHER

1'-6"

MIN.

8'-8"

8' -9

1'-6"

MIN.

60" DIA

TURNING

CIRCLE

FURNACE

30'-0"

8' -0

5' -0

-0

NEW 4" CONCRETE WALKWAY, #4 REBAR AT 12" E.W.

SLOPE: 2% (1:48) MAX

PROVIDE CRAWL

SPACE ACCESS

DOOR, 18"X24"

PROVIDE ATTIC

ACCESS DOOR,

22"X30"

60'-0"

'-8

2" ASPHALT SURFACE COURSE,

CALTRANS TYPE B ASPHALT CONCRETE

12.5mm MAX. GRADATION

UNDISTURBED SUBGRADE

COMPACT NATIVE SUBGRADE WITHIN

UTILITY TRENCH WHERE PAVEMENT

IS TO BE INSTALLED (12" MIN) TO 95%

RELATIVE COMPACTION

CRUSHED AGGREGATE BASE (6" MIN)

COURSE, CALTRANS CLASS 2

COMPACTED TO 95% RELATIVE DENSITY

WIDTH x HEIGHT STYLE

2' - 6" x 6' - 8" A 3' - 0" x 6' - 8"

DOOR SCHEDULE

SYMBOL

LOCATION

REFER TO SPECIFICATION FOR SCHEDULE REQUIREMENT

INTERIOR

REMARK

HARDWARE

SCHEDULE

GROUP 1

GROUP 1 NO CLOSER

"A"

WIDTH x HEIGHT QUANTITY

1H2427

2' - 4" x 2' - 7"

WINDOW SCHEDULE

SYMBOL EGRESS COMPLIANT

DESCRIPTION

LARGE KITCHEN WINDOW

RESTROOM WINDOW

1V4639SH 4' - 6" x 3' - 9" NO KITCHEN WINDOW 5V4658HS 4' - 6" x 6' - 8" NO WINDOW IN LIVING AREAS 1V4618HS 4' - 6" x 5' - 8" YES BEDROOM 3 WINDOW 1V3658HS 3' - 6" x 5' - 8" YES BEDROOM 2 WINDOW

2V3058HS 3' - 0" x 5' - 8" YES MASTER BEDROOM WINDOW

3' - 0" x 5' - 8"

2x6 P.T. Sill Plate

(2) #4 Bars In Ftg. - Continuous

#4 Bars @ 48" O.C. - Vertical

Anchor Bolt - See Note B1

1'-41 2"

1'-4"

Main Frame

Seismic Pier

Foundation Pad

1'-6" Clearance

New R-19 Batt Insulation

1'-0"

#4 Continuous 1'-6"

MIN.

1'-4"

2'-0" Clearance 4"

1'-6" Clearance 6"

Crawl Space Cover

Main Frame (E)

Stem Wall Foundation

1' -7

6' -8

4' 4"

1 2" M

AX1'

2' -1

LEG LEDGE

SS. CURTAIN ROD

W/RECEIVER CUPS SOAP LEDGE

6" TILE PATTERN

LOCATION OF EASY BASE,

SHALL COMPLY WITH 11B-608.7

26" X 21"

FRAMELESS

WHITE HDPE

FOLD UP SEAT,

SHALL COMPLY

WITH 11B-610.3

DIAMOND ACCENTS

36" X 1 12"

SS. GRAB BAR

22" X 1 12"

SS. GRAB

BAR

5'-0"

ADA COMPLIANT

ADJUSTABLE

SHOWERHEAD

VERTICAL CLEARANCE

INTO SHOWER SHALL

BE 80"

" M

16"

MIN

27"

MAX

SHOWER CONTROL AREA

SHALL COMPLY WITH 11B-608.5.2

"12"

NEW

FLOATING

SINK

INSTALL SOFT ADA

UNDER-LAVATORY

PROTECTOR

2' -1

2' 5"

2' -1

0" INSTALL SOFT ADA

UNDER-LAVATORY

PROTECTOR2'

-5

2'-9"

3'-4"

18"

48" MIN

7" MIN-

9" MAX

17"MIN.-

18"MAX

MATERIALPRODUCTTRADENAMEMODELNUMBER

1'-6"

25"

2'-9"

3'-0" 2'-0" 1'-0"

2' -1

11 4" 2'

-8

2'-3"2'-6"

TOE CLEARANCE

COMPLY W/ 11B-306.2

HEIGHT: 9" MIN

DEPTH: 19 " MIN

WIDTH: 30" MIN

COOK TOP CONTROLS

SHALL BE ON THE FRONT

PANEL OF THE UNIT AND

COMPLY WITH 11B-804.6.4

AND 11B-804.6.5.3

2'-6"

WORK SURFACE ADJACENT

TO PULL DOWN OVEN

COMPLYING WITH

11B-804.6.5.2 AND 11B-804.3

2' -1

SEE ADA KITCHEN SINK

CABINET NOTES K1

THROUGH K6 ON THIS

SHEET

KNEE CLEARANCE

COMPLY W/11B-306.3

HEIGHT: 9" TO 27"

DEPTH@ 9" AFF: 11" MIN,25 " MAX

DEPTH @ 27" AFF: 8" MIN.

WIDTH: 30" MIN

CABINETRY UNDER WORK

SURFACE SHALL BE

REMOVABLE, FINISH FLOOR

SHALL EXTEND UNDER

CABINETRY, WALLS BEHIND

AND SURROUNDING SHALL

BE FINISHED, COMPLY W/

11B-804.3.1

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

Sheet 03 of 04

Drawing Number:

C al ifo rn ia D ep ar tm en t o f

ACCESS COMPLIANCE:

APPROVED:

DESIGNED & DRAWN:

L a nd a nd

F a ci li ti es

E ng in ee ri ng

T he

N a tu ra l

R es ou rc es A g en cy

S ta te o f C a li fo rn ia

Scott Murata

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERSAPPROVED

CHIEF ENGINEER DATE

C65221 9/30/2025

Fi sh a nd

W ild lif e

CALIFORNIA STATE FIRE MARSHAL:

P2599013

H19-2025-001

PATRICK LUSTER

C25-13

06/30/2025

V E R A D O F

H E R

S B

A S E

N A P A C

O U N T Y

R E G

A Y D

E L T A R

E G

M A

N U

O M

V E R A D O T

R A

N A P A C A

02 - 122362

02/03/2025 X

C93263 03/31/2026

MANUFACTURED HOME FLOOR PLAN

SCALE: 1" = 5'-0"

FOUNDATION PLAN

SCALE: 1" = 5'-0"

CONSTRUCTION NOTES:

B1. 1

2" Ø ANCHOR BOLT SHALL BE INSTALLED IN STEMWALL @ 60" O.C., 12"

FROM CORNER, AND MINIMUM TWO BOLTS PER BOARD.

B2. STEMWALL FOUNDATION SHALL BE MINIMUM 18" CLEARANCE CRAWL

SPACE.

B3. CONTRACTOR SHALL BE REQUIRED TO CALL UNDERGROUND

SERVICE ALERT THREE (3) DAYS PRIOR TO MOBILIZING AND DIGGING.

NOTIFY CDFW OF INTENDED INSPECTION DATE.

B4. INSTALL LUXURY VINYL PLANK FLOORING THROUGHOUT - APPROX.

1,600 SF

B5. SIDING SHALL BE HARDIPLANK OR APPROVED EQUAL

B6. CORRIDOR, MASTER BEDROOM DOOR AND MASTER BATHROOM

DOOR MUST BE 36" WIDTH.

B7. NEW ASPHALT CONCRETE SHALL BE LAID ENTIRELY UNDER THE

ACCESS RAMP, UNDER THE FRONT PORCH, STAIR ACCESS AND

FRONT PORCH AS SHOWN.

B8. CONTRACTOR RESPONSIBLE FOR PROVIDING ACCESSIBLE DOOR

HARDWARE CUT SHEETS AND INDICATE HARDWARE HEIGHT (34" MIN

AND 44" MAX).

B9. CONTRACTOR SHALL VERIFY DIMENSIONS OF MANUFACTURED HOME

PRIOR TO CONSTRUCTING STEM WALL FOUNDATION.

B10. ALL WOOD FOR FRONT AND REAR PORCH SHALL BE PRESSURE

TREATED OR REDWOOD.

B11. NEW MANUFACTURED RESIDENCE SHALL BE INSTALLED IN

ACCORDANCE WITH MANUFACTURER MANUALS, SPECIFICATIONS,

AND RECOMMENDATIONS

B12. RESIDENCE INTERIOR SIZES SHALL MEET DIMENSIONS SHOWN ON

PLANS PLANS TO MEET ADA ACCESSIBILITY REQUIREMENTS.

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS

COMPLIANT WITH CURRENT APPLICABLE CALIFORNIA BUILDING CODE

ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR

ALTERATIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF

THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS,

COMPONENTS OR PORTION OF THE POT THAT WERE DETERMINED TO BE

NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE

WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN

INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH

DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE

CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS,

COMPONENTS OR PORTION OF THE POT THAT WILL NOT BE CORRECTED

BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A

FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE

CONSTRUCTION DOCUMENTS.

DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE

PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE

NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES,

THEY SHALL BE BROUGHT INTO COMPLIANCE WITH CBC AS A PART OF

THIS PROJECT BY MEANS OF "CONSTRUCTION CHANGE DOCUMENT"

(FORM DSA 140).

PATH OF TRAVEL (POT)

1) ENGINEER HAS SURVEYED/INSPECTED THE PATH OF TRAVEL

(P.O.T.) AS INDICATED ON THE PLANS AND HAS FOUND IT TO BE, A

BARRIER-FREE ACCESSIBLE ROUTE:

· AT LEAST 48 INCHES IN WIDTH; OR AS APPROVED BY CODE.

· WITHOUT ABRUPT CHANGES EXCEEDING 12" IF BEVELED AT 1:2

MAXIMUM SLOPE, OR VERTICAL LEVEL CHANGES EXCEEDING

4";

· WITH A FIRM, STABLE, AND SLIP RESISTANT WALKING

SURFACE;

· WITH A RUNNING SLOPE OF 1:20 OR LESS, UNLESS

OTHERWISE INDICATED, AND A CROSS SLOPE OF 1:50 OR

LESS;

· IS FREE OF OVERHEAD OBSTRUCTIONS WITHIN 80 INCHES

ABOVE THE WALKING SURFACE; AND

· IS FREE OF OBJECTS WHICH PROTRUDE MORE THAN 4 INCHES

BETWEEN THE HEIGHTS OF 27 INCHES AND 80 INCHES ABOVE

THE WALKING SURFACE.

MANUFACTURED HOME NOTES:

M1. LUXURY VINYL PLANK FLOORING THROUGHOUT - 1.534 SQ. FT.

M2. HARDBOARD SIDING

M3. CORRIDOR, MASTER BEDROOM DOOR AND MASTER BATHROOM DOOR

MUST BE 36" WIDTH.

M4. FINISH FLOOR MAX SLOPE 1.5% IN ANY DIRECTION.

M5. STRUCTURAL IN-WALL BLOCKING FOR GRAB BARS IN MASTER BATH AT

TOILET, BATHTUB, AND SHOWER STALL SHALL BE PROVIDED TO

SUPPORT GRAB BARS INSTALLED AT A LATER DATE. ALSO PROVIDE

BLOCKING FOR TRANSFER SHOWER SEAT, TO BE INSTALLED AT A

LATER DATE.

ADA KITCHEN SINK CABINET NOTES:

K1. MUST HAVE 27" KNEE CLEARANCE

K2. MINIMUM OF 30" WIDE

K3. BETWEEN 11" TO 25" DEEP

K4. SINK SHALL BE MOUNTED NO HIGHER THAN 34"

K5. LEVER MUST COMPLY WITH 11B-309.4 OPERATION. OPERABLE WITH

ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR

TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVE THE

LEVER SHALL BE 5 POUNDS MAXIMUM.

K6. SINK SHALL COMPLY WITH CBC SECTION 11B-606

ADA TOILET AND SHOWER

T1. TOILET AND BATHROOM SHALL COMPLY WITH 11B-603.

T2. SHOWER SHALL COMPLY TO 11B-608-2.2

NEW ASPHALT PAVEMENT DETAIL

NTS

DETAIL A

SCALE: 1" = 2'-0"

DETAIL B

SCALE: 1" = 2'-0"

SECTION J

Scale: 1" = 5'-0"

SECTION K

Scale: 1" = 5'-0"

SECTION L

Scale: 1" = 5'-0"

SECTION N

Scale: 1" = 2'-0"

SECTION M

Scale: 1" = 2'-0"

SECTION O

Scale: 1" = 5'-0"

CALFIRE PERMIT NUMBER: 25-N-2701-C

SFM#:

Reviewed by:

25-N-2701-C

Cliff Dugranrut

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6'-9"

30'-0"

MANUFACTURED HOME

(NEW)

SKIRT 30

ASPHALT CONCRETE

(EXISTING)

1 12 " Ø STEEL OR ALUMINUM POST (TYP FOR RAMP)

NON-SLIP ACCESS

RAMP SURFACE

(ALUMINUM)

EARTH

FLUSH TRANSITION

6" CLASS II AB

2" ASPHALT CONCRETE

1'-0" 1' -0

WARNING STRIPES

2" WIDE (MIN) - 4" WIDE (MAX)

FRONT PORCH ONLY

12"

HANDRAIL HEIGHT SHALL BE CONSISTENT

ABOVE EACH LANDING AND VERTICALLY

ABOVE RAMP SURFACE

CONCRETE FOOTING PER

RAMP MANUFACTURER (TYP)

CLASS A DECKING - AZEK

1" X STANDARD WIDTH

OR APPROVED EQUAL

1"X6" FASCIA

GUTTER W/

DOWNSPOUT

CLASS A - METAL ROOFING

O/ PEEL & STICK UNDERLAYMENT

O/ 12" PLYWOOD

4"x4", TYP

DOWNSPOUT

MOUNTED ON

4"X4" SUPPORT

CONTRACTOR RESPONSIBLE FOR

CONSTRUCTING STAIRS IN ACCORDANCE

WITH DETAILS ON THIS SHEET

8'-0"

8" CONCRETE SLAB

W/ #4 @ 12" O.C. E.W.

O/ 6" AGGREGATE BASE

11'-0"

7'-0"

1'-0"

12"

CLASS A DECKING - AZEK

1" X STANDARD WIDTH

OR APPROVED EQUAL

8" CONCRETE SLAB

W/ #4 @ 12" O.C. E.W.

O/ 6" AGGREGATE BASE

NON-SLIP SURFACE, TYP

12'-0"

1"X6" FASCIA

GUTTER W/

DOWNSPOUT

CLASS A - METAL ROOFING

O/ PEEL & STICK UNDERLAYMENT

O/ 12" PLYWOOD

4"x4", TYP

DOWNSPOUT

MOUNTED ON

4"X4" SUPPORT

4" WALKWAY FROM DRIVEWAY,

SEE SHEET 3, CONCRETE SHALL

CONTINUE UNDER STAIRS AND

CONNECT TO 8" SLAB

CONTRACTOR RESPONSIBLE FOR

CONSTRUCTING STAIRS IN ACCORDANCE

WITH DETAILS ON THIS SHEET

8'-0" BACK PORCH

9'-0" FRONT PORCH

MANUFACTURED HOME

SIDING

TOP RAIL

MID RAIL

4"x4", TYP

CLASS A DECKING - AZEK

1" X STANDARD WIDTH

OR APPROVED EQUAL

9'-0" BACK PORCH

10'-0" FRONT PORCH

8" CONCRETE SLAB

W/ #4 @ 12" O.C. E.W.

O/ 6" AGGREGATE BASE

6' -8

CLASS A - METAL ROOFING

O/ PEEL & STICK UNDERLAYMENT

O/ 12" PLYWOOD

1"X6" FASCIA

GUTTER W/

DOWNSPOUT

2"X4" JOIST

@9" O.C.

2"X6"

LEDGER

MANUFACTURED

HOME FASCIA

AND GUTTER

GALV SHEET METAL

FLASHING

W/ CAULKING

1'-0"

4x4

4"X6" BEAM

2"X8"

JOIST

SIMPSON

MPB44Z

TYP 5 PLACES

SIMPSON

ABU44Z

TYP 2

PLACES

SIMPSON

HU28, TYP

SIMPSON H1, TYP

SIMPSON

HSU24, TYP

4X4 WOOD POST

WOOD BOARD

NON-SLIP ACCESS

RAMP SURFACE

(ALUMINUM)

1" X4" RAIL

GUIDE34

STEEL HAND RAIL

GRIPPING 1 14" Ø

(MIN) AND 2" Ø (MAX)

1 12 " Ø STEEL

POST

1 12 " Ø STEEL OR

ALUMINUM POST

MID RAIL (STEEL OR

ALUMINUM)

4'-0" TO INSIDE

OF GUIDE RAILS

12" MIN

36"

24" MIN 12"

36"

2" MIN TO 4" MAX

1" MAX

ALL TREADS SHALL BE SLIP

RESISTANT PER CBC 11B-504.4

STAIR TREADS, RISERS, AND

NOSING SHALL BE PER 2022

CBC 11B-504

2"Ø STEEL POST

4"Ø HANDRAIL GRIPPING &

MIDRAIL

NOTE:

EXTERIOR STAIRS ALL TREADS

ARE TO HAVE CONTRASTING

COLOR WARNING STRIPES

PER 2022 CBC 11B-504.4.1

1'-0"

(MIN)

1 14" (MAX)

30° MAX

24"

RAMP

BUILDING LINE

4X4

WOOD

POST

WOOD

RAILING

'-0

WARNING STRIPES

2" WIDE (MIN) -4" WIDE (MAX)

24" (MIN) 36", 32"

CLEAR (MIN)

WOOD POST

CLASS A DECKING - AZEK

1" X STANDARD WIDTH

OR APPROVED EQUAL

VINYL PLANK

FLOORING

6'-9"

HANDGRIPPING

4" Ø (MIN) - 2" Ø (MAX)

(TYP)

BUILDING

LINE

3668 DOOR

Ø5'-0" CLEA

RANCE

12"

STEP RISER HEIGHT

SHALL BE 6"

COMPLYING WITH

11B-504.2

1'-0"

1'-0" HORIZONTAL

HANDRAIL,

TYP. BOTH SIDES

SFM#:

Reviewed by:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

Sheet 04 of 04

Drawing Number:

C al ifo rn ia D ep ar tm en t o f

ACCESS COMPLIANCE:

APPROVED:

DESIGNED & DRAWN:

L a nd a nd

F a ci li ti es

E ng in ee ri ng

T he

N a tu ra l

R es ou rc es A g en cy

S ta te o f C a li fo rn ia

Scott Murata

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERSAPPROVED

CHIEF ENGINEER DATE

C65221 9/30/2025

Fi sh a nd

W ild lif e

CALIFORNIA STATE FIRE MARSHAL:

P2599013

H19-2025-001

PATRICK LUSTER

C25-13

06/30/2025

V E R A D O F

H E R

S B

A S E

N A P A C

O U N T Y

R E G

A Y D

E L T A R

E G

M A

N U

O M

V E R A D O T

R A

N A P A C A

02 - 122362

02/03/2025 X

C93263 03/31/2026

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS

COMPLIANT WITH CURRENT APPLICABLE CALIFORNIA BUILDING CODE

ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR

ALTERATIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF

THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS,

COMPONENTS OR PORTION OF THE POT THAT WERE DETERMINED TO BE

NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE

WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN

INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH

DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE

CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS,

COMPONENTS OR PORTION OF THE POT THAT WILL NOT BE CORRECTED

BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A

FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE

CONSTRUCTION DOCUMENTS.

DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE

PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE

NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES,

THEY SHALL BE BROUGHT INTO COMPLIANCE WITH CBC AS A PART OF

THIS PROJECT BY MEANS OF "CONSTRUCTION CHANGE DOCUMENT"

(FORM DSA 140).

PATH OF TRAVEL (POT)

1) ENGINEER HAS SURVEYED/INSPECTED THE PATH OF TRAVEL

(P.O.T.) AS INDICATED ON THE PLANS AND HAS FOUND IT TO BE, A

BARRIER-FREE ACCESSIBLE ROUTE:

· AT LEAST 48 INCHES IN WIDTH; OR AS APPROVED BY CODE.

· WITHOUT ABRUPT CHANGES EXCEEDING 12" IF BEVELED AT 1:2

MAXIMUM SLOPE, OR VERTICAL LEVEL CHANGES EXCEEDING

4";

· WITH A FIRM, STABLE, AND SLIP RESISTANT WALKING

SURFACE;

· WITH A RUNNING SLOPE OF 1:20 OR LESS, UNLESS

OTHERWISE INDICATED, AND A CROSS SLOPE OF 1:50 OR

LESS;

· IS FREE OF OVERHEAD OBSTRUCTIONS WITHIN 80 INCHES

ABOVE THE WALKING SURFACE; AND

· IS FREE OF OBJECTS WHICH PROTRUDE MORE THAN 4 INCHES

BETWEEN THE HEIGHTS OF 27 INCHES AND 80 INCHES ABOVE

THE WALKING SURFACE.

SECTION C

SCALE: 1" = 5'-0"

SECTION E

SCALE: 1" = 5'-0"

SECTION D

SCALE: 1" = 5'-0"

SECTION I

NTS

SECTION G

SCALE: 1" = 2'-0"

STAIRS (TYPICAL)

SCALE: 1" = 2'-0"

DOOR DETAIL

SCALE: 1" = 2'-0"

CALFIRE PERMIT NUMBER: 25-N-2701-C

25-N-2701-C

Cliff Dugranrut

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sheet 1

Sheets and Views

Silverado Manufactured Home Drawings bs-Sheet 1

sheet 2

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Silverado Manufactured Home Drawings bs-Sheet 2

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Silverado Manufactured Home Drawings bs-Sheet 3

sheet 4

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Silverado Manufactured Home Drawings bs-Sheet 4

File details come from the government source that posted it. Updated Aug 1, 2025.