C25720002_-_Drawings.pdf

PDF 8 MB Posted Apr 28, 2026

Attached to: C25720002 - Roof Replacements - Various
Solicitation number: 0000039077
Issued by: Monterey County, Monterey Park City, Monterey City, Monterey Park Tract CDP, California

About this file

Written by GovTribe AI · May 4, 2026

This is a set of construction drawings for roof replacement projects submitted by the California Department of Parks and Recreation, Monterey District Office, covering three state park residences in Big Sur, California. The projects involve the complete removal and replacement of composition shingle roofs at Residence #3 located at Andrew Molera State Park (1,530 square feet of roof area) and Residences #16 and #19 located at Pfeiffer Big Sur State Park (2,750 and 1,450 square feet of roof area respectively). The scope of work includes stripping all existing roofing materials and underlayments, installing new Class 'A'-rated composition shingles with appropriate underlayment and waterproofing, providing new galvanized iron flashing, roof jacks, gutters, and downspouts, and hauling all construction debris to an approved landfill. The engineer's estimate for the combined projects is $100,000, with a contract performance period of 120 calendar days from the formal start work date and a total contract term of 180 calendar days from Notice to Proceed. A mandatory job showing is required, and prospective bidders must submit any questions or discrepancies no later than 2 p.m. seven calendar days prior to the bid opening date.

The project requires either a B-General Contractor or C-39 Roofing Contractor license. All work must comply with the 2022 California Building Code, 2022 California State Historic Building Code, 2022 California Fire Code, California Accessibility Standards, and the Secretary of the Interior's Standards for the Treatment of Historic Properties. The project has a minimum Disabled Veteran Business Enterprise (DVBE) participation goal of 6%, with incentive consideration for bidders exceeding this threshold. A Small Business Preference Program is also in effect for this contract. All materials shown on the plans are new unless otherwise noted, and contractors must verify existing conditions on site before proceeding with work. Bid packages are available for download from the Cal eProcure website, and any addenda will be posted within the Bid Solicitation. Questions should be directed to Monterey.PWBIDS@parks.ca.gov.

View the file

Other files

File	Type	Posted
Bid_Forms_-_C25720002.pdf	PDF	Apr 28, 2026
Project_Manual_Final_-_C25720002.pdf	PDF	Apr 28, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Residence #3 Roof Replacement

CALIFORNIA DEPARTMENT OF PARKS AND RECREATION

ANDREW MOLERA STATE PARK

45500 Highway 1, Big Sur, CA 93920

SHEET INDEX

MONTEREY DISTRICT OFFICE

SHEET WHERE SECTION

CENTER LINE

ELEVATION MARKER

F.F.

PROPERTY LINE

ELEVATION AT INTERIOR

(EXISTING GRADE)

NEW OR FINISHED GRADE

AT INTERIOR FINISH FLOOR

GRADE

(9 8.

REVISIONS-NUMBERS

ELEVATION IDENTIFICATION

SHEET WHERE ELEVATION

CLOUD AROUND REVISION

INTERIOR ELEVATION

IS DRAWN

SECTION IDENTIFICATION

DETAIL IDENTIFICATION

WINDOW TYPE-NUMBERS

SHEET WHERE DETAIL

DOORS SYMBOL NUMBERS

BUILDING SECTION

DETAIL

IS DRAWN

SYMBOLS

A A1

0.00

1'-0"

CENTER LINE

FACE OF MATERIAL

DIMENSION LINE

1'-0"

(THRU MEMBER)

NOTE: NOT ALL OF THE ABOVE

ARE NECESSARILY USED

IN THIS WORK.

(INTERRUPTED MEMBER)

PROFILE ONLY SHOWN

SYMBOLS AND MATERIALS

INSULATION, BATT

INSULATION RIGID

CERAMIC TILE/TILE

WOOD FRAMING

GYPSUM BOARD

PLYWOOD

MATERIALS

EARTH

SAND, MORTAR, PLASTER

CONCRETE BLOCK

WOOD, FINISH

WOOD, FRAMING

METAL

CONCRETE

ROCK FILL

BRICK

GENERAL NOTES

G0.0 COVER SHEET

A-1 ROOF PLAN, NOTES

A-2 DETAILS

ABBREVIATIONS

DEMOLITION KEY NOTE1

SHEET NOTE1

SCOPE OF WORK

THE PROJECT IS TO REPLACE THE ROOF OF A STATE PARKS RESIDENCE

IN ANDREW MOLERA STATE PARK.

UNLESS OTHERWISE NOTED

BOARD

BLOCK

BOTTOM

DOUBLE

DOWN

GAUGE

GRADE

EACH

JOINT

ARCHITECTURAL

APPROXIMATE

FLASHING

GALVANIZED IRON

INSIDE DIAMETER

HORIZONTAL

FURRING

GALVANIZED

ELEVATION

EQUAL

ELECTRICAL

DRAWING

DIMENSION

DIAMETER

CONTINUOUS

CENTERLINE

EXISTING

PERPENDICULAR

DIAMETER OR ROUND

POUND OR NUMBER

ANGLE

AND

BOT./BOTT.

I.D.

JT.

HORIZ.

DWG.

G.I.

GR.

GA.

GALV.

FURR.

EQ.

FLASH.

EA.

EL.

ELEC.

DN.

DBL.

DIM.

DIA. / D.

CONTIN./CONT.

BD.

BLK.

APPROX.

ARCH.

EXIST. / (E)

W/O

W.P.

VERT.

U.O.N.

WATERPROOF

WITH

WITHOUT

VERTICAL

TYP.

STL.

STD./STND.

SQ.

SIM.

SPEC.

TYPICAL

STANDARD

SPECIFICATION

STEEL

SIMILAR

SQUARE

SHT.

S4S

PLYWD./PWD.

PR.

SHEET

SURFACED 4 SIDES

PLYWOOD

PAIR

NO. OR #

OPNG.

O.C.

N.T.S.

MTL./MET.

ON CENTER

NOT TO SCALE

OPENING

METAL

NUMBER

NORTH

MISC. MISCELLANEOUS

MIN. MINIMUM

FOOT OR FEET FT. REQ'D. REQUIRED

REINF. REINFORCED

RF. ROOF

R.O. ROUGH OPENING

CAULKINGCLKG.

THK. THICK

S.S. / ST.STL. STAINLESS STEEL

WD. WOOD

FLOOR FLR.

MFR'D. MANUFACTURED

HEIGHT HGT.

ABOVE FINISH FLOORA.F.F.

ALTERNATEALT.

EXTERIOREXT.

CLEARCLR.

LIGHTLT.

OVER

SHT'G. SHEATHING

CENTERCNTR..

BUILDINGBLDG.

P.T.D.F. PRESSURE TREATED

MAXIMUMMAX. DOUGLAS FIR

LONG LG.

CONTROL JOINTC.J.

OPPOSITE HAND

PT. POINT

R. RADIUS

SYM. SYMMETRICAL

CALIFORNIA BUILDING CBC

EXISTINGEXIST / (E)

FINISH FIN.

RWD./ RDWD. REDWOOD

COUNTERSINKCNTRSK.

O.H.

NOTE: NOT ALL OF THE ABOVE ABBREVIATIONS

NECESSARILY USED IN THIS WORK.

HOT-DIPPED GALVANIZED H.D.P.

MTD. MOUNTED

CODE

THE SCOPE OF WORK WILL INCLUDE THE FOLLOWING:

1. STRIP OFF ALL EXISTING ROOFING MATERIAL, UNDERLAYMENTS,

FLASHING AND NON-SALVAGEABLE ROOF JACKS.

2. HAUL CONSTRUCTION DEBRIS TO APPROVED LANDFILL.

3. INSTALL NEW CLASS 'A'- RATED COMPOSITION SHINGLE ROOF OVER

EXISTING PLYWOOD SHEATHING RESIDENCE; PROVIDE NEW

PAINTED GALVANIZED IRON FLASHING, RAIN, ROOF JACKS,

GUTTERS AND DOWNSPOUTS.

4. INSTALL NEW CLASS 'A'-RATED MINERAL CAP SHEETING ROOF OVER

LOW SLOPE PORCH ROOF, WITH NEW METAL FLASHING.

1. ALL MATERIALS SHOWN OR NOTED ON THE PLANS ARE NEW UNLESS CALLED OUT

OTHERWISE.

2. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS

SHOWN OR DIMENSIONED HERE. ANY DISCREPANCIES SHALL BE BROUGHT TO

THE ATTENTION OF THE STATE REPRESENTATIVE FOR RESOLUTION BEFORE

PROCEEDING WITH THAT PORTION OF THE WORK.

3. ALL WORK SHALL COMPLY WITH THE CURRENT EDTION OF THE FOLLOWING LISTED

CODES, AND ALL OTHERS HAVING JURISDICTION OVER THE WORK:

a. 2022 EDITION OF THE CALIFORNIA BUILDING CODE (CBC).

b. 2022 EDITION OF THE CALIFORNIA STATE HISTORIC BUILDING CODE (CHBC).

c. 2022 EDITION OF THE CALIFORNIA FIRE CODE (CFC).

d. HEALTH AND SAFETY SECTION OF THE 2001EDITION OF THE CALIFORNIA BUILDING

CODE PERTAINING TO CALIFORNIA ACCESSIBILITY STANDARDS, AS OUTLINED IN

THE "CALIFORNIA ACCESSIBILITY REFERENCE MANUAL" DATED JULY 1, 2001.

e. THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF

HISTORIC PROPERTIES.

4. CONDUCT ALL WORK IN ACCORDANCE WITH THE LATEST SAFETY RULES AND

REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION OVER

THE WORK.

5. ALL WORK SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.

WHERE DETAILED INFORMATION OR CLARIFICATION IS REQUIRED THE MATTER

SHALL BE REFERRED TO THE STATE REPRESENTATIVE FOR WRITTEN RESOLUTION.

6. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS, BUT SHALL RELY ONLY ON

THE WRITTEN DIMENSIONS GIVEN. IF A DISCREPANCY OCCURS OR NO DIMENSION

IS GIVEN, THE CONTRACTOR SHALL NOTIFY THE STATE REPRESENTATIVE FOR

WRITTEN CLARIFICATION BEFORE PROCEEDING WITH THAT PORTION OF THE WORK.

7. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF

CONSTRUCTION DOCUMENTS ON THE JOB SITE DURING ALL PHASES OF

CONSTRUCTION FOR USE OF ALL TRADES AND SHALL PROVIDE ALL

SUBCONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS AS

REQUIRED. THE CONTRACTOR, IN ASSUMING RESPONSIBILITY FOR THE WORK

INDICATED, SHALL COMPLY WITH THE SPIRIT AS WELL AS THE LETTER IN WHICH

THEY WERE DRAWN.

8. ALL CONTRACTORS PERFORMING WORK ON THIS PROJECT SHALL COMPLY

WITH THE REQUIREMENTS OF 2019 CFC §901.7, SPECIFICALLY §901.7.4, CH. 11,

CH. 33 AND 2019 NFPA 241 FIRE PREVENTION PROGRAM THROUGHOUT ALL

PHASES OF CONSTRUCTION.

CODE ANALYSIS

1 BUILDING CONSTRUCTION TYPE V-B

2 OCCUPANCY CLASSIFICATION R-3

3 NUMBER OF STORIES ONE

4 ACTUAL BUILDING HEIGHT 14'-0"

5 ALLOWABLE BUILDIG HEIGHT PER TABLE 504.3 40'-0"

6 BUILDING AREA IN SQUARE FEET 1,348 SF

7 AREA OF PROJECT IN SQUARE FEET 1,530 SF (TOTAL ROOF

AREA)

8 ALLOWABLE AREA PER C.B.C. TABLE 506.2 UNLIMITED

9 OCCUPANCY LOAD (FLOOR AREA ALLOWANCE

PER OCCUPANT; CBC TABLE 1004.1.1, TYP.)

1,348 SF /200 SF PER

OCC. ≈ 6 OCCUPANTS

10 REQUIRED NO. OF EXITS PER CBC 106.2.1,

EXCEPTION 1

ONE REQUIRED / ONE

PROVIDED

11 FIRE SPRINKLERED (YES OR NO) NO

12 OTHER FIRE PROTECTION SYSTEMS IF ANY NO

13 FIRE ALARM (YES OR NO) NO

14 SMOKE CONTROL SYSTEM (YES OR NO) NO

NOTE:

THIS PROJECT IS EXEMPT FROM

ACCESSIBILITY IN ACCORDANCE WITH

CBC 11B-202.4, EXCEPTION 7

SHEET NO.

DRAWING NO.

MONTEREY DISTRICT

Monterey, CA 93940 2211 Garden Road

CONTRACT NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

DPR ACCESSIBILITY COMPLIANCE REVIEW

ACCESSIBILITY COMPLIANCE AND SFM SIGNED ORIGINALS

ARE ON FILE AT THE DEPARTMENT OF PARKS & RECREATION,

NORTHERN SERVICE CENTER

Certification #

Reviewed by

DateCASp#

PROJECT MILESTONE:

E M

P L O

Y E E R

E S

E N

C E

R O

O F R

E P L A C

E M

E N

A N

D R

E W

M O

L E R

A S

T A T E P

A R

G0.0

SHEET 1 OF 3

C o v e r S h e e t

8-14-25

MJZ

CONSTRUCTION DOCUMENTS V1

ANDREW

MOLERA

STATE PARK

CSFM PERMIT: 25-N-3331-C-NW

VICINITY MAP

NORTH

G16

G17

G16 G20

PFEIFFER BIG SUR STATE PARK

ANDREW MOLERA STATE PARK

PROJECT SITE: ANDREW

MOLERA STATE PARK

24 MILES SOUTH OF

CARMEL ON HIGHWAY 1

POINT SUR

SHP

SALINAS

PACIFIC GROVE

MONTEREY

CARMEL

NORTH

LOCATION MAP

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/09/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-3331

AutoCAD SHX Text: San Francisco AutoCAD SHX Text: Monterey Bay AutoCAD SHX Text: Los Angeles AutoCAD SHX Text: Sacramento AutoCAD SHX Text: San Luis Obispo AutoCAD SHX Text: Lucia mpatrick Text Box

EXEMPT

mpatrick Text Box mpatrick Text Box 9.10.25

4 : 12

4 :12

4 : 12

A-2

REPLACE (E) VENTILATORS WITH

NEW EQUIPMENT TO MATCH

EXISTING

WALL LINE

BELOWA-2

A-2

HATCH INDICATED 18" WIDE PEEL &

STICK BITUTHANE WATERPROOFING

AT EAVES AND RAKES, TYP.

HATCHED ARE INDICATES

PEEL & STICK BITUTHANE

WATERPROOFING OVER

NEW PLYWOOD SHEATHING

FOR ENTIRE CALIFORNIA

ROOF AND VALLEY

4 :12

A-2

8 A-2

4 : 12

A-2

(E) EAVE VENT, TYP.

NORTHWEST HOUSE VIEW REAR LOW SLOPE PORCH ROOF

SCALE: 3/8" =1'-0" FOR 22"X34" SHEET

ROOF PLAN

REF.

NORTH

TRUE

NORTH

0 1' 2' 4' 8'

2 3

SCALE: 3/16" =1'-0" FOR 11"X17" SHEET

DEMOLITION

1 EXISTING ROOF HAS COMPOSITION SHINGLES. STRIP OFF

AND DISPOSE OF ALL ROOFING LAYERS AND

UNDERLAYMENTS. REMOVE OR KNOCK DOWN ALL

EXISTING FASTENER TO PROVIDE A CLEAR AND SMOOTH

SURFACE TO RECEIVE NEW ROOFING AND UNDERLAYMENTS.

ROOF REPLACEMENT MATERIAL

2 THE EXISTING ROOF DECK IS PLYWOOD OR OSB PANELING.

3 MAIN ROOF: NEW CLASS 'A' COMPOSITION SHINGLES, OVER

TWO LAYERS No. 30 FELT UNDERLAYMENT (FOR LESS

THAN 4:12 PITCH),W/ 18" WIDE STRIP OF PEEL & STICK

BITUTHANE WATERPROOFING ALONG THE EDGES OF EAVES,

RAKES AND DORMERS; APPROXIMATELY 1,530 SQUARE FEET

(16 SQUARES).

4 REAR PORCH: NEW CLASS 'A' MINERAL CAP SHEET ROLL

ROOFING O/ 2 LAYERS / No. 15 FELT UNDERLAYMENT, IN A

"TORCH DOWN" OR PEEL AND STICKAPPLICATION;

APPROXIMATELY 96 SQUARE FEET (1 SQUARE).

5 PROVIDE NEW GALV. IRON FLASHING (EAVES, RAKES,

VALLEYS, FLUE COLLARS (AS NEEDED), AND AT ROOF

TRANSITIONS.

6 PROVIDE ALL NEW ROOF JACKS AND EXHAUST VENTS,

PAINTED.

7 NEW PRE-FINISHED 6" OGEE STYLE METAL RAIN GUTTER,

APPROX. 100 TOTAL LINEAL FEET.

8 NEW 2" X 3" PRE-FINISHED RECTANGULAR METAL

DOWNSPOUT, APPROX. 60 TOTAL LINEAL FEET.

9 STATE PARKS SHALL REMOVE SATELLITE TV DISH AND

RE-INSTALL UPON COMPLETION OF WORK .

7 8

SOUTHEAST HOUSE VIEW

SHEET NO.

DRAWING NO.

MONTEREY DISTRICT

Monterey, CA 93940 2211 Garden Road

CONTRACT NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

DPR ACCESSIBILITY COMPLIANCE REVIEW

ACCESSIBILITY COMPLIANCE AND SFM SIGNED ORIGINALS

ARE ON FILE AT THE DEPARTMENT OF PARKS & RECREATION,

NORTHERN SERVICE CENTER

Certification #

Reviewed by

DateCASp#

PROJECT MILESTONE:

E M

P L O

Y E E R

E S

E N

C E

R O

O F R

E P L A C

E M

E N

A N

D R

E W

M O

L E R

A S

T A T E P

A R

A-1

SHEET 2 OF 3

R o o f P la n N o te s

8-14-25

MJZ

CONSTRUCTION DOCUMENTS V1

SHEET NOTES

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/09/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-3331

METAL

VENTILATOR

SOLDERED, TYP.

ROOF

SHINGLES

EXISTING ROOF

DECKING

(E) ROOF

SHEATHING

(E) ENCLOSED

SOFFIT

(E) FASCIA

AND TRIM

CLASS 'A' RATED

COMPOSITION

SHINGLE ROOFING

O/ UNDERLAYMENT

PRE-FINISHED

OGEE STYE

RAIN GUTTER

1 2

GALV. IRON

EDGE FLASH.

1CE & WATER SHIELD

AT ROOD EDGE

PRE-FIN.

METAL

DOWNSPOUT

CLASS 'A' COMP

SHINGLE

ROOFING O/

UNDERLAYMENT

(E) PLYWD.

SHT'G.

(E) ENCLOSED

SOFFIT

(E) FASCIA

AND TRIM

CLASS 'A' COMP

SHINGLE

ROOFING O/

UNDERLAYMENT

PRE-FIN. METAL

OGEE STYLE

GUTTER

CLASS 'A'-RATED MINERAL

CAP SHEET ROLL

ROOF O/ (2) LAYERS

15# UNDERLAYMENT

18" STRIP OF

ICE & WATER

-SHIELD AT

ROOF EDGE

GALV. IRON

EDGE FLASH.

PORCH ROOF

(E) 1X~ BARGE RAFTER

& TRIM

METAL EDGE

FLASHING

EXTERIOR

WALL

CLASS 'A' COMP SHINGLE

ROOFING O/ UNDERLAYMENT

EXISTING ROOF SHEATHING

STORM

COLLAR

FLASH AND

CNTR.

FLASH

VENT CAP

EXHAUST

DUCT; SIZE

TO BE

COORDINATED

W/ SIZE OF

DRAFT

HOOD (PER

CMC 802.5.3)

SHINGLE

ROOFING

HEIGHT PER

CMC 802.6.2)

EXHAUST

DUCT TO

DRAFT HOOD

METAL

EDGE

FLASH

EXTERIOR

WALL

CLASS 'A' COMP SHINGLE

ROOFING O/ UNDERLAYMENT

(E) ROOF

SHEATHING(E) GABLE

TRIM

CONTIN. 18" BITUTHANE ICE &

WATER SHIELD AT RAKE

CLASS 'A' COMPOSTION

SHINGLE ROOFING

COMP SHINGLE

RIDGE CAP

NEW PLYWD.

SHT'G.

(E) RIDGE BEAM

(E) 2X~ T&D ROOF

DECKING

BITUTHANE

UNDERLAYMENT

BENEATH VALLEY

FLASHING

30" UNDER-

LAYMENT LAPPING

OVER VALLEY FLASH

30" UNDERLAYMENT

SHINGLES

EXISTING ROOF

FRAMING

METAL VALLEY

FLASHING

METAL ROOF

EDGE

FLASH

(E) FASCIA OR

BARGE RAFTER

(E) ROOF FRAMING

CLASS 'A'-RATED MINERAL

CAP SHEET ROLL

ROOF O/ (2) LAYERS

15# UNDERLAYMENT

1 SCALE: 3"=1'-0" AT 22"X34"

SCALE: 11/2"=1'-0" AT 11"X17"

5 SCALE: 3"=1'-0" AT 22"X34"

SCALE: 11/2"=1'-0" AT 11"X17"

ROOF JACK FLASHING

2 SCALE: 3"=1'-0" AT 22"X34"

SCALE: 11/2"=1'-0" AT 11"X17"

TYPICAL EAVE

TYPICAL RAKE

ROOF TO ROOF TRANSITION

SCALE: 3"=1'-0" AT 22"X34"

SCALE: 11/2"=1'-0" AT 11"X17"

6 SCALE: 3"=1'-0" AT 22"X34"

SCALE: 11/2"=1'-0" AT 11"X17"

RAKE - NO OVERHANG

7 SCALE: 3"=1'-0" AT 22"X34"

SCALE: 11/2"=1'-0" AT 11"X17"

TYPICAL VALLEY FLASHING

4 SCALE: 3"=1'-0" AT 22"X34"

SCALE: 11/2"=1'-0" AT 11"X17"

RIDGE CAP AT COMP SHINGLE ROOF

8 SCALE: 3"=1'-0" AT 22"X34"

SCALE: 11/2"=1'-0" AT 11"X17"

TYPICAL VENT THROUGH ROOF

9 SCALE: 3"=1'-0" AT 22"X34"

SCALE: 11/2"=1'-0" AT 11"X17"

LOW SLOPE ROOF EDGE

SHEET NO.

DRAWING NO.

MONTEREY DISTRICT

Monterey, CA 93940 2211 Garden Road

CONTRACT NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

DPR ACCESSIBILITY COMPLIANCE REVIEW

ACCESSIBILITY COMPLIANCE AND SFM SIGNED ORIGINALS

ARE ON FILE AT THE DEPARTMENT OF PARKS & RECREATION,

NORTHERN SERVICE CENTER

Certification #

Reviewed by

DateCASp#

PROJECT MILESTONE:

E M

P L O

Y E E R

E S

E N

C E

R O

O F R

E P L A C

E M

E N

A N

D R

E W

M O

L E R

A S

T A T E P

A R

A-2

SHEET 3 OF 3

D e ta ils

8-14-25

MJZ

CONSTRUCTION DOCUMENTS V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

09/09/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject

25-3331

Residence #16 Roof Replacement

PFEIFFER BIG SUR STATE PARK

47225 Highway 1, Big Sur, CA 93920

SHEET INDEX

MONTEREY DISTRICT OFFICE

SHEET WHERE SECTION

CENTER LINE

ELEVATION MARKER

F.F.

PROPERTY LINE

ELEVATION AT INTERIOR

(EXISTING GRADE)

NEW OR FINISHED GRADE

AT INTERIOR FINISH FLOOR

GRADE

(9 8.

REVISIONS-NUMBERS

ELEVATION IDENTIFICATION

SHEET WHERE ELEVATION

CLOUD AROUND REVISION

INTERIOR ELEVATION

IS DRAWN

SECTION IDENTIFICATION

DETAIL IDENTIFICATION

WINDOW TYPE-NUMBERS

SHEET WHERE DETAIL

DOORS SYMBOL NUMBERS

BUILDING SECTION

DETAIL

IS DRAWN

SYMBOLS

A A1

0.00

1'-0"

CENTER LINE

FACE OF MATERIAL

DIMENSION LINE

1'-0"

(THRU MEMBER)

NOTE: NOT ALL OF THE ABOVE

ARE NECESSARILY USED

IN THIS WORK.

(INTERRUPTED MEMBER)

PROFILE ONLY SHOWN

SYMBOLS AND MATERIALS

INSULATION, BATT

INSULATION RIGID

CERAMIC TILE/TILE

WOOD FRAMING

GYPSUM BOARD

PLYWOOD

MATERIALS

EARTH

SAND, MORTAR, PLASTER

CONCRETE BLOCK

WOOD, FINISH

WOOD, FRAMING

METAL

CONCRETE

ROCK FILL

BRICK

GENERAL NOTES

G0.0 COVER SHEET

A-1 ROOF PLAN, NOTES

A-2 DETAILS

ABBREVIATIONS

DEMOLITION KEY NOTE1

SHEET NOTE1

SCOPE OF WORK

THE PROJECT IS TO REPLACE THE ROOFS OF A

STATE PARKS RESIDENCE IN PFEIFFER BIG SUR

STATE PARK.

G16

G17

G16 G20

UNLESS OTHERWISE NOTED

BOARD

BLOCK

BOTTOM

DOUBLE

DOWN

GAUGE

GRADE

EACH

JOINT

ARCHITECTURAL

APPROXIMATE

FLASHING

GALVANIZED IRON

INSIDE DIAMETER

HORIZONTAL

FURRING

GALVANIZED

ELEVATION

EQUAL

ELECTRICAL

DRAWING

DIMENSION

DIAMETER

CONTINUOUS

CENTERLINE

EXISTING

PERPENDICULAR

DIAMETER OR ROUND

POUND OR NUMBER

ANGLE

AND

BOT./BOTT.

I.D.

JT.

HORIZ.

DWG.

G.I.

GR.

GA.

GALV.

FURR.

EQ.

FLASH.

EA.

EL.

ELEC.

DN.

DBL.

DIM.

DIA. / D.

CONTIN./CONT.

BD.

BLK.

APPROX.

ARCH.

EXIST. / (E)

W/O

W.P.

VERT.

U.O.N.

WATERPROOF

WITH

WITHOUT

VERTICAL

TYP.

STL.

STD./STND.

SQ.

SIM.

SPEC.

TYPICAL

STANDARD

SPECIFICATION

STEEL

SIMILAR

SQUARE

SHT.

S4S

PLYWD./PWD.

PR.

SHEET

SURFACED 4 SIDES

PLYWOOD

PAIR

NO. OR #

OPNG.

O.C.

N.T.S.

MTL./MET.

ON CENTER

NOT TO SCALE

OPENING

METAL

NUMBER

NORTH

MISC. MISCELLANEOUS

MIN. MINIMUM

FOOT OR FEET FT. REQ'D. REQUIRED

REINF. REINFORCED

RF. ROOF

R.O. ROUGH OPENING

CAULKINGCLKG.

THK. THICK

S.S. / ST.STL. STAINLESS STEEL

WD. WOOD

FLOOR FLR.

MFR'D. MANUFACTURED

HEIGHT HGT.

ABOVE FINISH FLOORA.F.F.

ALTERNATEALT.

EXTERIOREXT.

CLEARCLR.

LIGHTLT.

OVER

SHT'G. SHEATHING

CENTERCNTR..

BUILDINGBLDG.

P.T.D.F. PRESSURE TREATED

MAXIMUMMAX. DOUGLAS FIR

LONG LG.

CONTROL JOINTC.J.

OPPOSITE HAND

PT. POINT

R. RADIUS

SYM. SYMMETRICAL

CALIFORNIA BUILDING CBC

EXISTINGEXIST / (E)

FINISH FIN.

RWD./ RDWD. REDWOOD

COUNTERSINKCNTRSK.

O.H.

NOTE: NOT ALL OF THE ABOVE ABBREVIATIONS

NECESSARILY USED IN THIS WORK.

HOT-DIPPED GALVANIZED H.D.P.

MTD. MOUNTED

VICINITY MAP

CODE

RES #13

RESIDENCE #3

CONC E SS

AREA

PFE

L L S

C R

E E K

SHOP AREA

BIG

SUR

RIVER

BIG SUR RIVER

PARK

ENTRANCE

RESERVOIR

JR. RANGER

STATION

LODGE

STATION

RESTROOM #1

DAY USE

DAY USE AREA

WARDEN'S

RESTROOM #1

ENTRANCE STATION

COTTAGE

RESTROOM #2

RESTROOM #5

DAY USE

RESTROOM RESERVOIR

RESTROOM #11

RESTROOM #10

CAMP STORE

RESTROOM #6

RESTROOM #7

TRIPLEX/GAR.

REC HALL

RAMADA

DAY USE

RESTROOM

HOMESTEAD CABIN

CREEK

POST

P FE

IFFER

C R

RES.

#11

RES. #10

WEYLAND

CAMP

SOUTH

CAMP

MAIN

CAMP

DAY

USE

AREA

P P

SFS

MAF

RESTROOM AT

STORAGE

GAS BUILDING

TRAIL MOUTH

MAF DORMITORY

ENTRANCE

MAF

P P

RESTROOM #4

DAY USE

GARAGE

DUMP STATION

RES #1

& GARAGE

RES. #14

(FLAUSE CABIN)

COMBO RESTROOM #4

THE SCOPE OF WORK WILL INCLUDE THE FOLLOWING:

1. STRIP OFF ALL EXISTING ROOFING MATERIAL,

UNDERLAYMENTS, FLASHING AND

NON-SALVAGEABLE ROOF JACKS.

2. HAUL CONSTRUCTION DEBRIS TO APPROVED

LANDFILL.

3. INSTALL NEW CLASS 'A' COMPOSITION SHINGLE

ROOF OVER EXISTING PLYWOOD SHEATHING

RESIDENCE; PROVIDE NEW PAINTED

GALVANIZED IRON FLASHING, RAIN, ROOF

JACKS, GUTTERS AND DOWNSPOUTS.

4. REMOVE EXISTING PERIMETER WOOD CURB AT

EAVES AND RAKES AND REPLACE WITH NEW

FASCIA BOARD.

NORTH

PFEIFFER BIG SUR STATE PARK

ANDREW MOLERA SP

PROJECT SITE: PFEIFFER

BIG SUR S.P. 26 MILES

SOUTH OF CARMEL ON

HIGHWAY 1

POINT SUR

SHP

SALINAS

PACIFIC GROV

MONTEREY

CARMEL

RES #2 & GARAGE

RES #12

& GARAGE

RES #18 (MOBILE)

COMBO RESTROOM #8

COMBO RESTROOM #9

RESTROOM #3

RESIDENCE #10

CAMPFIRE CENTER

SHED