2022-03-15; City Council; ; Approval of Plans and Specifications and Authorization to Advertise for Bids for the Leo Carrillo Ranch Roof Repair Project — Carlsbad City Council, March 15, 2022 (part 2 of 2)

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/105 /106 □ /116 /103 /114 /104 /110 /111 □ /107 /108 □ /115 /124 /108 /108 /103 /104 /111 /123 □ /28 /102 /103 □ /119 /105 /105 /111 /103 □ /122 /107 /108 /103 /104 /110 /107 /119 □ /107 /108 □ /108 /102 /103 □ /104 /105 /105 /106 □ /117 /124 /113 /105 /119 /107 □ /111 /102 /105 /124 /119 /116 □ /114 /103 □ /104 /103 /122 /105 /121 /103 /116 □ /105 /104 □ /104 /103 /107 /108 /108 /107 /117 /102 /103 /116 /123 □ /125
/126
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□ /3 /1 /2 /2 /25 /22 /22 /24 □ /2 /1 /26 /3 /4 □ /4 /25 /27 /28 /24 /2 /25 /3 □ /29 /1 /2 /30 /3 /1 /2 /22 /27 /31 /1 /32 /33 □ /3 /1
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/65 /75 □ /76 /77 /78 /65 /73 /69/79
/79
/0 /1 /2 /3 /4 □ /6 /7 /6 /7 /8/9 /10 /11□ /13□ /14 /15 /16 /17 /18 /15 /19 /19/20 /21 □ /22 /23
/24 □ /3 /1 /2 /2 /25 /22 /22 /24 □ /2 /1 /26 /3 /4 □ /4 /25 /27 /28 /24 /2 /25 /3 □ /29 /1 /2 /30 □ /3 /1 /2 /22 /27 /31 /1 /32 /33 □ /3 /1
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□ /3 /1 /2 /2 /24 /21 /21 /23 □ /2 /1 /25 /3 /4 □ /4 /24 /26 /27 /23 /2 /24 /3 □ /28 /1 /2 /29 /3 /1 /2 /21 /26 /30 /1 /31 /32 □ /3 /1
/2 /23 /23 /33 □ /3 /23 /25 /31 /24 /27 /24 /23 /25 /26 □ /1 /26 /26 /22 /26 /26 /0 /22 /25 /27 □ /2 /22 /28 /23 /2 /27 /33 /24 /25 /1 /21 □ /2 /22 /28 /23 /2 /27
/34 /35 /36 /37 /38 □ /40 /41 /40 /42 /43 /37 /44 /35 /34 /45/46
/43 /41 /40 □ /47 /48 /47 /49 □ /50 □ /51 □ /52 /53
/45 /35 /54 /37 /38 □ /40 /41 /40 /42 /43 /37 /44 /35 /34 /45 /46 /43 /41 /40 □ /47 /48 /47 /49 /50 □ /51 □ /52 /53 /40 /43 /45 /37 □ /40 /41 /40 /42 /43 /37 /44 /35 /34
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/45 /46 /43 /41 /40 □ /47 /48 /47 /49 /50 □ /51 □ /52 /53 6200 FLYING LEO CARRILLO LANE CARLSBAD CALIFORNIA 92009

LEO CARRILLO RANCH

ROOF REPAIR

PROJECT TEAM
CLIENT
CITY OF CARLSBADCONTACT: STEVEN STEWART
FACILITIES ENGINEERING DIVISION PHONE: (760) 602-7543
PUBLIC WORKSE-MAIL:
1635 FARADAY [email protected]
CARLSBAD, CA 92008
CITY OF CARLSBADCONTACT: MICK CALARCO
PARKS AND RECREATIONPHONE: (760) 434-2859
SPECIAL PROJECTMOBILE: (760) 802-5857
HISTORIC SITE MANAGERE-MAIL:
799 PINE AVENUE, SUITE [email protected]
CARLSBAD, CA 92008
CITY OF CARLSBADCONTACT: RON HAUGLAND
PHONE: (760) 975-7410
TECHNICAL ASSISTANTE-MAIL:

FLEET & [email protected]
CARLSBAD, CA 92008

ARCHITECT
HERITAGE ARCHITECTURE & PLANNING CONTACT: DAVID MARSHALL, AIA 832 FIFTH AVENUESTUART SAWASAKI
SAN DIEGO, CA 92101PHONE: (619) 239-7888
E-MAIL:
[email protected]
[email protected]
STRUCTURAL ENGINEERCONTACT: MEL GREEN
MELVYN GREEN & ASSOCIATES, INC. PHONE: (310) 792-9252
3868 CARSON STREET, SUITE 300 E-MAIL:

TORRANCE, CA [email protected]
CONSTRUCTION COST ESTIMATOR CONTACT: MICHAEL TEGGIN
BUILDING COST GROUP (BCG)PHONE: (619) 518-5648
9449 BALBOA AVENUE, SUITE 270 E-MAIL:

SAN DIEGO, CA [email protected]

BUILDING DATA SUMMARY
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA HISTORICAL BUILDING CODE
2019 CALIFORNIA MECHANICAL CODE (CMC)
2019 CALIFORNIA PLUMBING CODE (CPC)
2019 CALIFORNIA GREEN BUILDING CODE (CGBC)
DISABLED ACCESS REGULATIONS, TITLE 24

ACCESS COMPLIANCE REFERENCE MANUAL

AMERICANS WITH DISABILITIES ACT REGULATION (CURRENT EDITION)

APPLICABLE CODES

KEYNOTE
1KEYNOTE NUMBER

FIRST FLOOR
0'-0"

VERTICAL ELEVATION TARGET

EXIT SIGN TARGET

DIMENSION

WINDOW NUMBER

WINDOW NUMBER TARGET

BUILDING SECTION TARGET

DOOR NUMBER TARGET

DETAIL TARGET
5 A6.1

SECTION NUMBER

SHEET NUMBER

DOOR NUMBER

SHEET NUMBER

DETAIL NUMBER

WALL INDICATION
WALL TYPE W4
A-000
0 EXTERIOR ELEVATION

ELEVATION NUMBER

SHEET NUMBER
A-000
0 ENLARGED DETAIL

DETAIL NUMBER
000-0
5 A6.1

ARROW INDICATES

DIRECTIONAL SIGN

SHADED AREA INDICATES

ARROW DIRECTION

DIMENSION TO FACE

OF STUD OR FACE OF
CONCRETE, U.N.O.

SHEET NUMBER "-"

MEANS SAME SHEET

SYMBOLS
X
000

LEO CARRILLO RANCH IS A NATIONAL HISTORIC LANDMARK AND CALIFORNIA HISTORIC LANDMARK # 1020. AS A QUALIFIED HISTORICAL SITE, THE USE OF THE

CALIFORNIA HISTORICAL BUILDING CODE IS MANDATORY FOR CODE MITIGATION

MEASURES AND ALL WORK MUST COMPLY WITH THE SECRETARY OF THE INTERIOR'S STANDARDS.

QUALIFIED HISTORIC BUILDING

DECLARATION OF RESPONSIBLE CHARGE

VICINITY MAP
NORTH

SCOPE OF WORK
THE SCOPE OF WORK INCLUDES:

ROOF REPAIR / RESTORATION OF THE BUILDINGS LISTED IN THE BUILDING DATA SUMMARY. THE SCOPE IS BASED ON THE ROOF CONDITIONS ASSESSMENT REPORT PREPARED BY PAGE & TURNBULL, MARCH 26, 2020.

NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 SHEET INDEX
TS1 TITLE SHEET
TS2 GENERAL NOTES
A1.1 SITE PLAN
A2.1 HACIENDA FLOOR PLAN
A2.2 HACIENDA ROOF PLAN
A2.3 HACIENDA NORTH AND EAST ELEVATIONS
A2.4 HACIENDA SOUTH ELEVATION AND SECTION A
A2.5 HACIENDA WEST ELEVATION AND SECTION B
A3.1 WASH HOUSE FLOOR AND ROOF PLANS
A3.2 WASH HOUSE ELEVATIONS AND SECTION A
A4.1
CABAÑA FLOOR AND ROOF PLANS
A4.2 CABAÑA ELEVATIONS AND SECTION A
A5.1 CANTINA FLOOR AND ROOF PLANS
A5.2 CANTINA ELEVATIONS
A6.1 CARRIAGE HOUSE FLOOR AND ROOF PLANS
A6.2 CARRIAGE HOUSE ELEVATIONS
A7.1 DEEDIE'S HOUSE FLOOR AND ROOF PLANS AND SECTION A
A7.2 DEEDIE'S HOUSE ELEVATIONS
A8.1 STAFF OFFICES / RESTROOMS HOUSE FLOOR PLANS AND SECTION A A8.2 STAFF OFFICES / RESTROOMS ROOF PLANS
A8.3 STAFF OFFICES ELEVATIONS
A8.4 STAFF OFFICES RESTROOM ELEVATIONS
A10.1 ROOF DETAILS
A10.2 ROOF DETAILS
A11.1 ROOF AND STRUCTURAL DETAILS

TYPE OF

CONSTRUCTION
SQUARE

FOOTAGE
TS1

HACIENDA

WASH HOUSE

CABANA AND RESTROOMS

CANTINA

CARRIAGE HOUSE

DEEDIE'S HOUSE

STAFF OFFICES

GARAGE (RESTROOMS)
3000 S.F.
225 S.F.
485 S.F.
370 S.F.
900 S.F.
445 S.F.
1110 S.F.
370 S.F.

B
B
B
B
B
B
B
B

TYPE V - N

BUILDINGOCCUPANCY

PAUL DAVID MARSHALL, AIA
DATE: OCTOBER 8, 2021
BY:LIC. NO.: C-24785EXPIRATION DATE: 3/31/23

I HEREBY DECLARE THAT I AM THE ARCHITECT OF WORK FOR THIS PROJECT,

THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I

UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS

BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.

FIRM: HERITAGE ARCHITECTURE & PLANNING
ADDRESS: 832 FIFTH AVENUE
CITY, ST.: SAN DIEGO, CA 92101
TELEPHONE: (619)239-7888

1. THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS

AND EXISTING CONDITIONS ON THE DRAWINGS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING WORK.

2. THE CONTRACTOR AND SUBCONTRACTORS' WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES INCLUDING THE 2019 CALIFORNIA BUILDING

CODE AND THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE

TREATMENT OF HISTORIC PROPERTIES, WITH GUIDELINES FOR PRESERVING,

REHABILITATING, RESTORING AND RECONSTRUCTING HISTORIC BUILDINGS, NATIONAL PARK SERVICE.

HISTORIC SITE

3. LEO CARRILLO RANCH IS A NATIONAL HISTORIC LANDMARK AND CALIFORNIA HISTORIC LANDMARK # 1020. AS A QUALIFIED HISTORICAL SITE, IT IS

MANDATORY THAT ALL WORK CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA HISTORICAL BUILDING CODE, TITLE 24 OF THE HEALTH AND SAFETY CODE OF THE STATE OF CALIFORNIA (PART 2.7 AND PART 8) AND TO ALL OTHER APPLICABLE STATE AND LOCAL CODES AND ORDINANCES.

4. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR

THE APPROPRIATE 'HOOK-UPS TO ALL UTILITIES REQUIRED TO SUPPORT THE WORK DURING CONSTRUCTION.

5. THE STAMPED SET OF PLANS AND SPECIFICATIONS SHALL BE KEPT ON THE

JOBSITE AND SHALL BE AVAILABLE TO AUTHORIZED REPRESENTATIVES OF THE CITY OF CARLSBAD ENGINEERING DEPARTMENT. THERE SHALL BE NO

DEVIATIONS FROM THE STAMPED PLANS AND SPECIFICATIONS WITHOUT APPROVAL IN WRITING BY THE ARCHITECT.

6. ALL REVISIONS TO THE APPROVED PLANS, NO MATTER HOW MINOR, MUST BE

APPROVED BY THE CITY OF CARLSBAD ENGINEERING AND BUILDING DEPARTMENTS.

7. CONSTRUCTION SAFETY PROVISIONS IN ACCORDANCE WITH SECTION 3303, 2019 CALIFORNIA BUILDING CODE, SHALL BE PROVIDED AND APPROVED BY THE BUILDING INSPECTOR PRIOR TO STARTING ANY WORK ON THE BUILDING.

8. WHERE PUBLIC UTILITY LINES OR EQUIPMENT MUST BE REMOVED AND/OR

RELOCATED, OBTAIN THE NECESSARY APPROVALS FROM THE APPROPRIATE UTILITY DEPARTMENT PRIOR TO STARTING WORK.

9. THE CONTRACTOR SHALL PROTECT THE ADJACENT PROPERTIES, INCLUDING

BUT NOT LIMITED TO POLLUTION, TRASH, OR DAMAGES DUE TO DEMOLITION,

EXCAVATION, CONSTRUCTION, EROSION, AND/OR FLOODING ORIGINATING ON THIS SITE.

10. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK

ZONE DURING CONSTRUCTION, OPERATIONS SHALL CEASE IMMEDIATELY, AND THE CONTRACTOR SHALL NOTIFY THE CITY. OPERATIONS SHALL NOT

RESTART UNTIL THE CONTRACTOR HAS RECEIVED WRITTEN AUTHORIZATION FROM THE CITY TO DO SO.

11. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN

DOUBT OR WHERE THERE APPEARS TO BE A DISCREPANCY BETWEEN THE

DRAWINGS AND FIELD CONDITIONS, THE ARCHITECT SHALL BE NOTIFIED AS SOON AS POSSIBLE FOR PROCEDURE TO BE FOLLOWED. IF THE

CONTRACTOR PROCEEDS WITHOUT INSTRUCTIONS FROM THE ARCHITECT,

THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR
DEFECTS.

12. IN THE CASE WHERE TWO OR MORE DETAILS APPLYING TO THE SAME PART

OF THE WORK ARE IN CONFLICT, THE ARCHITECT SHALL BE NOTIFIED AS SOON AS POSSIBLE FOR PROCEDURE TO BE FOLLOWED.

13. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL CAREFULLY EXAMINE

THE CONDITIONS AFFECTING HIS WORK BEFORE PROCEEDING, AND SHALL

REPORT TO THE ARCHITECT ANY CONDITION WHICH WOULD PREVENT THE PROPER AND LEGAL COMPLETION OF HIS WORK. NOT REPORTING ANY SUCH

UNSUITABLE CONDITION WILL CONSTITUTE ACCEPTANCE BY THE
CONTRACTOR AND/OR SUBCONTRACTOR.

14. APPROVAL OF SHOP DRAWINGS MEANS APPROVAL OF GENERAL METHOD OF FABRICATION ONLY. DIMENSIONS AND QUANTITIES WILL NOT BE VERIFIED,

AND APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR

FROM COMPLIANCE WITH THE REQUIREMENTS UNLESS SPECIFICALLY INDICATED IN THE APPROVAL.

15. ALL DIMENSIONS ARE TO FACE OF FRAMING AT NEW CONSTRUCTION AND

FACE OF WALL FINISH AT EXISTING CONSTRUCTION UNLESS OTHERWISE NOTED.

16. EXIT DOORS MUST BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. ALL LOCKING DEVICES AND LATCHES MUST RELEASE WITH A SINGLE MOTION. (CBC SEC. 1010.1.9)

17. ALL WOOD USED WITHIN 6" OF EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER. DO NOT PRESSURE TREAT WOOD DECKING OR EXPOSED FINISH WOOD MEMBERS. BRUSH ON WOOD
PRESERVATIVE AT THESE LOCATIONS.

18. ALL EXPOSED METAL FLASHING SHALL BE COPPER SHEET METAL.

19. INTERIOR FINISHES MUST CONFORM TO THE REQUIREMENTS OF CHAPTER 8, CBC. ALL DECORATIVE MATERIALS, EXCEPT HISTORICAL ARTIFACTS, ARE REQUIRED TO BE MAINTAINED IN A FLAME-RETARDANT CONDITION.

20. ALL TOOLS MUST BE NON-IMPACT, AND APPROVED BY THE INSPECTOR PRIOR

TO WORK INVOLVING DEMOLITION OR NEW WORK NOTED ON THE PLANS OR SPECIFICATIONS. FOLLOW MANUFACTURER'S INSTRUCTIONS AND ICBO REPORTS FOR INSTALLATION PROCEDURES.

21. SELECTIVE DEMOLITION MAY BE REQUIRED TO PERFORM THE WORK. THE

CONTRACTOR SHALL VERIFY AND OBTAIN APPROVAL FROM THE ARCHITECT FOR ANY REMOVAL OF HISTORICAL FABRIC PRIOR TO COMMENCING WORK.

22. WHERE EXISTING CONDITIONS ARE IMPACTED BY THE WORK, THE

CONTRACTOR SHALL PROVIDE A FINISH CONDITION TO MATCH THE EXISTING CONDITION IN KIND.

23. SPECIAL INSPECTIONS REQUIRED:

IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEM WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH SEC. 1701 OF THE CALIFORNIA BUILDING CODE:

EPOXY ANCHOR INSTALLATION.

NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 TS2

GENERAL NOTES
STABLE

EQUIPMENT
SHED

STORAGE
SHED
WASH
HOUSE
CABAÑA

HACIENDA

CANTINACARRIAGE

HOUSEFEED
SHED
TACK
SHED

DEEDIE'S HOUSE

CARETAKER'S

EXISTING

PARKING
LOT
BARN /

VISITOR'S
CENTER
STAFF

OFFICES
AND

RESTROOMS

SITE PLAN

REFERENCE
SCALE 1"= 80'-0"
LEGEND

BUILDINGS INCLUDED IN SCOPE OF PROJECT

OTHER EXISTING BUILDINGS (NO WORK)
0100'200' 50'
SITE ADDRESS: 6200 FLYING LEO CARRILLO LANE
CARLSBAD, CALIFORNIA 92009
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A1.1

BEDROOM
106

VESTIBULEMASTER BEDROOM
109
MASTER

BATHROOM
112
CLOSET
115
113
CLOSET
110
CLOSET
107

BATHROOM
108

PLANTERPLANTER

BEDROOM
114
WATER

FOUNTAIN

COURTYARD
PATIO

VERANDA
PATIO

STORAGE
102

KITCHEN
103

KITCHEN
ENTRY
104

LIVING ROOM
100

DINING ROOM
101
B
A2.5
B
A2.5
A
A2.4
CLOSET
111

PLANTER

TUB/SHOWER

STORAGE
105

HACIENDA FLOOR PLAN

REFERENCE
SCALE 1/4"= 1'-0"
010' 5'
A2.1
GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

HACIENDA
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 B
A2.5
B
A2.5
A
A2.4

COURTYARD
PATIO
(TYP.)
(TYP.)
(TYP.)
8 A10.1(TYP.)
12'-6"±
(TYP.)
7 A10.1
7 A10.1(TYP.)
3 A10.1
5 A10.1
5 A10.1
7 A10.1

OPEN TO
BELOW
8"±
11'-8"±
4'-8"±
4'-6"± 8'-6"±
2'-6"±
1'-6"±
11"±
8'-6"±
3:122.5:12 3:12

2.5:12

4.5:124.5:12

1.5:12 3.25:124:12

1.25:12

REPAIR ROOF AREAS ADJACENT TO
CHIMNEYS (5 TOTAL). PROVIDE NEW
FLASHING (TYP.)
10 A10.2
(TYP.)
3 A10.1
10 A10.2
8 A10.1
(TYP.)
5 A10.1
7 A10.1
7 A10.1
(TYP.)
7 A10.1
8 A10.1(TYP.)
7 A10.1
(TYP.)
8 A10.1
8 A10.1(TYP.)
7 A10.1
8 A10.1(TYP.)
12 A10.2(TYP.)
14 A10.2(TYP.)
12 A10.2(TYP.)
12 A10.2
14 A10.2(TYP.)
13 A10.2
14 A10.2
12 A10.2(TYP.)
14 A10.2
13 A10.2
12 A10.2
13 A10.2
14 A10.2
REFER TO KEYNOTE #5,
SHEET A2.3

HACIENDA ROOF PLAN

REFERENCE
SCALE 1/4"= 1'-0"
010' 5'
A2.2
GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - SALVAGE, REMOVE / REPLACE:

CAREFULLY REMOVE AND SALVAGE EXISTING CLAY ROOF TILES. SOME OF THE EXISTING TILES DATE BACK TO PRE-1937 AND ARE HISTORICALLY SIGNIFICANT. THESE TILE SHOULD BE DIFFERENTIATED FROM THE NON-HISTORIC AND STORED SEPARATELY. REMOVE ROOFING MATERIALS DOWN TO EXISTING SHEATHING. REPLACE ALL DETERIORATED SHEATHING IN KIND. PROVIDE NEW 1/4" CDX PLYWOOD OVERLAY ROOF DECK W/ 6d's @ 6" EDGES, BOUNDARY, 12" FIELD. NAILS TO BE PLACED AT FRAMING MEMBERS. PROVIDE NEW ROOF MEMBRANE, NEW FLASHING AND REINSTALL CLAY ROOF TILES WITH COPPER WIRE TIE SYSTEM. NEW CLAY TILES WILL BE REQUIRED TO REPLACE DAMAGED OR MISSING EXISTING TILES. PROVIDE NEW HOLE IN EXISTING TILES FOR ATTACHMENT.

REINSTALLATION AND PLACEMENT OF ALL SALVAGED AND NEW REPLACEMENT TILES TO BE DETERMINED BY THE CITY OF CARLSBAD.

5. REPAIR ROOF AREAS AROUND ALL CHIMNEYS (5 TOTAL) AND REPAIR EXISTING LEAK PROBLEMS IN ROOMS 101 AND 103. PROVIDE NEW COPPER FLASHING.

6. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

7. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

8. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

HACIENDA
NOTE:

REFER TO THE ELEVATIONS FOR REPAIR NOTES.NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 1 1
REPAIR ROOF AREAS ADJACENT TO CHIMNEYS (5 TOTAL). PROVIDE NEW FLASHING (TYP.)

LINE OF BASEMENT BELOW

KITCHEN AND LIVING ROOM
3 1
1 (TYP.) 1
5 4(TYP.)
4(TYP.)
REPAIR ROOF AREAS ADJACENT TO CHIMNEYS (5 TOTAL). PROVIDE NEW FLASHING (TYP.)

NORTH ELEVATION
SCALE 1/4"= 1'-0"
010' 5'

EAST ELEVATION
SCALE 1/4"= 1'-0"
010' 5'

KEY NOTES
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A2.3
REPAIR DAMAGED WOOD WITH CONSOLIDANT (SHOWN SHADED). PREP AND PAINT (TYP.) (NOT USED).

REPLACE SEVERELY DAMAGED WOOD IN KIND WITH NEW DOUGLAS FIR, PREP AND PAINT.

REPAIR ALL PLASTER CRACKS, PAINT TO MATCH EXISTING (TYP.) CLAY TILE SHED ROOF TO BE REPAIRED. SEE GENERAL NOTES ABOVE. 1 2
3 4
5 HACIENDA
GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - SALVAGE, REMOVE / REPLACE:

REINSTALLATION AND PLACEMENT OF ALL SALVAGED AND NEW REPLACEMENT TILES TO BE DETERMINED BY THE CITY OF CARLSBAD.

5. REPAIR ROOF AREAS AROUND ALL CHIMNEYS (5 TOTAL) AND REPAIR EXISTING LEAK PROBLEMS IN ROOMS 101 AND 103. PROVIDE NEW COPPER FLASHING.

6. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

7. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

8. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

REPAIR ROOF AREAS ADJACENT TO CHIMNEYS (5 TOTAL).

PROVIDE NEW FLASHING (TYP.)
REPAIR ROOF AREAS ADJACENT TO CHIMNEYS (5 TOTAL).

PROVIDE NEW FLASHING (TYP.)
EXISTING ROOF TIE-ROD TO REMAIN.

EXISTING DRAINAGE CHANNEL TO
REMAIN.

BEDROOM
106
1 13
(TYP.)
(TYP.)
4(TYP.)
4 (TYP.)

SOUTH ELEVATION
SCALE 1/4"= 1'-0"
010' 5'

SECTION A
SCALE 1/4"= 1'-0"
010' 5'
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A2.4

HACIENDA

KEY NOTES
REPAIR DAMAGED WOOD WITH CONSOLIDANT (SHOWN SHADED). PREP AND PAINT (TYP.) (NOT USED).

REPLACE SEVERELY DAMAGED WOOD IN KIND WITH NEW DOUGLAS FIR, PREP AND PAINT.

REPAIR ALL PLASTER CRACKS, PAINT TO MATCH EXISTING (TYP.) 1 2
3 4
GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - SALVAGE, REMOVE / REPLACE:

REINSTALLATION AND PLACEMENT OF ALL SALVAGED AND NEW REPLACEMENT TILES TO BE DETERMINED BY THE CITY OF CARLSBAD.

5. REPAIR ROOF AREAS AROUND ALL CHIMNEYS (5 TOTAL) AND REPAIR EXISTING LEAK PROBLEMS IN ROOMS 101 AND 103. PROVIDE NEW COPPER FLASHING.

6. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

7. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

8. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

COURTYARD
PATIO

BEDROOM
114

STORAGE
105

LIVING ROOM
100

REPAIR ROOF AREAS ADJACENT TO
CHIMNEYS (5 TOTAL). PROVIDE NEW
FLASHING (TYP.)
13VALLEY RAFTER
4 (TYP.)

WEST ELEVATION
SCALE 1/4"= 1'-0"
010' 5'

SECTION B
SCALE 1/4"= 1'-0"
010' 5'
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A2.5

KEY NOTES
1 2
3 4

HACIENDA
REPAIR DAMAGED WOOD WITH CONSOLIDANT (SHOWN SHADED). PREP AND PAINT (TYP.) (NOT USED).

REPLACE SEVERELY DAMAGED WOOD IN KIND WITH NEW DOUGLAS FIR, PREP AND PAINT.

REPAIR ALL PLASTER CRACKS, PAINT TO MATCH EXISTING (TYP.) GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - SALVAGE, REMOVE / REPLACE:

REINSTALLATION AND PLACEMENT OF ALL SALVAGED AND NEW REPLACEMENT TILES TO BE DETERMINED BY THE CITY OF CARLSBAD.

5. REPAIR ROOF AREAS AROUND ALL CHIMNEYS (5 TOTAL) AND REPAIR EXISTING LEAK PROBLEMS IN ROOMS 101 AND 103. PROVIDE NEW COPPER FLASHING.

6. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

7. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

8. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

BATHROOM
101
WASH
HOUSE
100
A
A3.2
A
A3.2
(TYP.)
(TYP.)
(TYP.)
A
A3.2
A
A3.2
8 A10.1
(TYP.)
8 A10.1
7 A10.1
7 A10.1
1'-9"±
4'-4"±
1'-9"±
1'-9"± 1'-9"±
1'-9"±
3:12
3:12
(TYP.)
3:12
5 A10.1
(TYP.)
8 A10.1
(BELOW)
12 A10.2

FLOOR PLAN

REFERENCE
SCALE 1/4"= 1'-0"
010' 5'

ROOF PLAN

REFERENCE
SCALE 1/4"= 1'-0"
010' 5'
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A3.1
GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - SALVAGE, REMOVE / REPLACE:

CAREFULLY REMOVE AND SALVAGE EXISTING CLAY ROOF TILES. REMOVE ROOFING MATERIALS DOWN TO EXISTING SHEATHING. REPLACE ALL DETERIORATED SHEATHING IN KIND. PROVIDE NEW 1/4" CDX PLYWOOD OVERLAY ROOF DECK W/ 6d's @ 6" EDGES, BOUNDARY, 12" FIELD. NAILS TO BE PLACED AT FRAMING MEMBERS. PROVIDE NEW ROOF MEMBRANE, NEW FLASHING AND REINSTALL CLAY ROOF TILES WITH COPPER WIRE TIE SYSTEM. NEW CLAY TILES WILL BE REQUIRED TO REPLACE DAMAGED OR MISSING EXISTING TILES. PROVIDE NEW HOLE IN EXISTING TILES FOR ATTACHMENT.

5. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

6. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

7. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

WASH HOUSE
NOTE:

REFER TO THE ELEVATIONS FOR REPAIR NOTES.
12 (TYP.)

NORTH ELEVATION
SCALE 1/4"= 1'-0"

SOUTH ELEVATION
SCALE 1/4"= 1'-0"

EAST ELEVATION
SCALE 1/4"= 1'-0"

WEST ELEVATION
SCALE 1/4"= 1'-0"
010' 5'010' 5'
010' 5'010' 5'

SECTION A
SCALE 1/4"= 1'-0"
010' 5'
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A3.2

KEY NOTES
1 2

WASH HOUSE
REPAIR DAMAGED WOOD WITH CONSOLIDANT (SHOWN SHADED). PREP AND PAINT (TYP.) REPLACE DETERIORATED RAKE RAFTER IN KIND.

GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - SALVAGE, REMOVE / REPLACE:

5. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

6. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

7. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

A
A4.2
9'-8"
8'-0"
9'-10"12'-0"10'-0"

STORAGE
104

STORAGE
103
UNISEX
101
UNISEX
102
9'-8"9'-4"
10'-0"
9'-4"
(TYP.)
(TYP.)
8'-0"
9'-10"12'-0"
(TYP.)
7 A10.1
8 A10.1
7 A10.1

REPAIR TOP OF
STONE CHIMNEY.

REPLACE FLASHING

AND MISSING STONES
IN KIND (TYP.)
1'-2"± 1'-2"±
1'-4"±1'-5"±
9"± 10"±
1'-8"
8'-0" 1'-3"±1'-4±
9"± 10"±

2.25:12 3:12

PROVIDE NEW BUILT-UP

ASPHALT ROOF AT EXISTING
RESTROOM STRUCTURES (2).

PROVIDE NEW EAVE FLASHING
ON ALL SIDES (TYP).
(TYP.)
8 A10.1
CABAÑA
100
TRUSS MEMBER CONNECTION:

INSTALL (4) SIMPSON SDS
SCREWS (1/4" DIA. X 6" LONG)

FROM BOTTOM CHORD UP INTO
RAFTERS AT EA. END OF EXISTING
TRUSS. (TOTAL OF 24 SCREWS)
REFER TO DETAIL 5/A11.1.

INSTALL SIMPSON CS COIL STRAP

FULL LENGTH OF ROOF ON TOP
OF DIAPHRAGM.
(E) BEAM
(E) TRUSS
(E) TRUSS
(E) TRUSS
INSTALL SIMPSON MST 60 ON TOP
OF DIAPHRAGM @ TOP PLATE.

POOL
A
A4.2

PROVIDE CLAY TILE EAVE TO
MATCH EXISTING (TYP.)
4'-0"(SIM.)(TYP.)
8 A10.1
4'-0"

INSTALL SIMPSON CS COIL STRAP
16' LONG ON TOP OF DIAPHRAGM.
5 A10.1
(SIM.)(TYP.)
8 A10.1
16 A10.2
16 A10.2

FLOOR PLAN
SCALE 1/4"= 1'-0"
010' 5'

REFERENCE

ROOF PLAN
SCALE 1/4"= 1'-0"
010' 5'

REFERENCE
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A4.1
GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - SALVAGE, REMOVE / REPLACE:

5. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

6. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

7. WHERE RAWHIDE TIES ARE AFFECTED BY THE WORK, REMOVE AND REINSTALL OR REPLACE IN KIND IF DAMAGED.

CABAÑA
NOTE:

REFER TO THE ELEVATIONS FOR REPAIR NOTES.

PROVIDE NEW BUILT-UP

ASPHALT ROOF AT EXISTING
RESTROOM STRUCTURES (2).

PROVIDE NEW EAVE FLASHING
ON ALL SIDES (TYP).

PROVIDE CLAY TILE

EAVE TO MATCH
EXISTING (TYP.)

PROVIDE CLAY TILE EAVE TO
MATCH EXISTING (TYP.)

REPOINT MORTAR AT STONE
CHIMNEY. RESET LOOSE AND

MISSING STONES ABOVE THE
ROOF.

UNISEX
102
1 1

PROVIDE TRUSS TO

BEAM CONNECTION AT

EXISTING GAP
(TYP.)

PROVIDE NEW WOOD SIDING TO

MATCH EXISTING AT GAP AND

PROVIDE CAULKING BETWEEN
CHIMNEY AND STRUCTURE (EA.

SIDE) WEST ELEVATION
SCALE 1/4"= 1'-0"
010'20' 5'

EAST ELEVATION
SCALE 1/4"= 1'-0"
010'20' 5'

NORTH ELEVATION
SCALE 1/4"= 1'-0"
010'20' 5'

SOUTH ELEVATION
SCALE 1/4"= 1'-0"
010'20' 5'

SECTION A
SCALE 1/4"= 1'-0"
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A4.2

KEY NOTES
1 CABAÑA
REPAIR DAMAGED WOOD WITH CONSOLIDANT (SHOWN SHADED). PREP AND PAINT (TYP.) GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - SALVAGE, REMOVE / REPLACE:

5. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

6. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

7. WHERE RAWHIDE TIES ARE AFFECTED BY THE WORK, REMOVE AND REINSTALL OR REPLACE IN KIND IF DAMAGED. (TYP.)
(TYP.)
2 A11.1
2 A11.1
1 A11.1
1 A11.1
1'-2"±
1'-4"±
10"±
7"±
2:12 8:12 8:12
3 A11.1
4 A11.1
1'-4"±

FLOOR PLAN

REFERENCE
SCALE 1/4"= 1'-0"
010' 5'

ROOF PLAN
SCALE 1/4"= 1'-0"
010' 5'
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A5.1

CANTINA

REFERENCE
NOTE:

REFER TO THE ELEVATIONS FOR REPAIR NOTES.

GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - REMOVE / REPLACE:

REMOVE EXISTING WOOD SHINGLES AND ROOFING MATERIALS. REPLACE ALL DETERIORATED SHEATHING IN KIND AND DETERIORATED PLYWOOD WITH NEW 1/4" CDX PLYWOOD OVERLAY W/ 6d's @ 6" EDGES, BOUNDARY, 12" FIELD. NAILS TO BE PLACED AT FRAMING MEMBERS. PROVIDE NEW ROOF

MEMBRANE, VENTILATED UNDERLAYMENT, NEW FLASHING, AND INSTALL NEW FIRE TREATED WOOD SHINGLES PER MANUFACTURER'S RECOMMENDATIONS.

5. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

6. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

7. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O. 1 1
WOOD SHINGLE ROOF.

REFER TO GENERAL NOTES.

WOOD SHINGLE ROOF.

REFER TO GENERAL NOTES.

NEW COPPER GUTTER AND

DOWNSPOUT TO MATCH SIZE
AND PROFILE OF EXISTING.

NEW COPPER

GUTTER AND

DOWNSPOUT TO

MATCH SIZE AND
PROFILE OF EXISTING.

NORTH ELEVATION
SCALE 1/4"= 1'-0"
010' 5'

WEST ELEVATION
SCALE 1/4"= 1'-0"

SOUTH ELEVATION
SCALE 1/4"= 1'-0"

EAST ELEVATION
SCALE 1/4"= 1'-0"
SCALE 1/4"= 1'-0"
010' 5'
010' 5'010' 5'
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A5.2

KEY NOTES
1 CANTINA
GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - REMOVE / REPLACE:

MEMBRANE, VENTILATED UNDERLAYMENT, NEW FLASHING, AND INSTALL NEW FIRE TREATED WOOD SHINGLES PER MANUFACTURER'S RECOMMENDATIONS.

5. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

6. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

7. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

REPAIR DAMAGED WOOD WITH CONSOLIDANT (SHOWN SHADED). PREP AND PAINT (TYP.)

REPLACE DETERIORATED

RAKE RAFTER
1'-6"±
2'-8"±
1'-6"±
2'-8"±
2:122.25:12
8'-9"±
(E) RIDGE BEAM
(E) BEAM
(E) TRUSS
(E) TRUSS
(E) TRUSS
(E) TRUSS
(E) TRUSS
(E) TRUSS
TRUSS MEMBER CONNECTION:

INSTALL (4) SIMPSON SDS
SCREWS (1/4" DIA. X 6" LONG)

FROM BOTTOM CHORD UP INTO
RAFTERS AT EA. END OF EXISTING
TRUSS. (TOTAL OF 52 SCREWS).

REFER TO DETAIL 5/A11.1.

CRACK IN BEAM:

JACK BEAM WHERE BOTH SIDES OF THE
CRACK ARE IN A LEVEL POSITION.

INSTALL VERTICAL SIMPSON SDS HEAVY
CONNECTOR SCREWS. INSTALL

HORIZONTAL SCREWS BETWEEN THE

TWO BEAM SECTIONS TO TIE THEM
TOGETHER. REMOVE BEAM SHORING
SLOWLY. REFER TO DETAIL 6/A11.1.
(E) TRUSS
INSTALL (2) SIMPSON

SDS SCREWS
(1/4" DIA. X 8" LONG)

BETWEEN END GRAIN OF

BOTTOM CHORD AND

PERPENDICULAR BEAM
SHORING.

FLOOR PLAN
SCALE 1/4"= 1'-0"
010' 5'

ROOF PLAN
SCALE 1/4"= 1'-0"
010' 5'
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A6.1
GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4. ROOF TREATMENT - TEMPORARY ROOFING:

THIS WORK HAS BEEN COMPLETED BY THE CITY OF CARLSBAD.

5. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

6. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

7. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

8. WHERE RAWHIDE TIES ARE AFFECTED BY THE WORK, REMOVE AND REINSTALL OR REPLACE IN KIND IF DAMAGED.

CARRIAGE HOUSE

REFERENCEREFERENCE
NOTE:

REFER TO THE ELEVATIONS FOR REPAIR NOTES.
1 1
(TYP.)
(TYP.)
NORTH ELEVATIONSCALE 1/4"= 1'-0"010'5'WEST ELEVATIONSCALE 1/4"= 1'-0" SOUTH ELEVATIONSCALE 1/4"= 1'-0"
SCALE 1/4"= 1'-0"010'5'
010'5'
NOVEMBER 8, 2021RENEWALDATEC-2478503-31-23PAULDAVIDMARSHALLLICENSEDARCHITECTSTATEOFCALIFORNIAA R C H I T E C T U R E& P L A N N I N GH E R I T A G E (619) 239-7888 FAX (619) 234-6286 SAN DIEGO CALIFORNIA 92101 832 FIFTH AVENUE 25A6.2
KEY NOTES1
CARRIAGE HOUSE GENERAL NOTES:1.THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.2.ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.3.ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).4.ROOF TREATMENT - TEMPORARY ROOFING:THIS WORK HAS BEEN COMPLETED BY THE CITY OF CARLSBAD.5.REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.6.ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.7.PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.8.WHERE RAWHIDE TIES ARE AFFECTED BY THE WORK, REMOVE AND REINSTALL OR REPLACE IN KIND IF DAMAGED.

REPAIR DAMAGED WOOD WITH CONSOLIDANT (SHOWN SHADED). PREP AND PAINT (TYP.) CRAFTS
100
TOILET
101
A
A7.1
A
A7.1
A
A7.1
A
A7.1
(TYP.)
18 A10.2
16 A10.2
1/4":12 ±
10"±
6"±
4'-9"±
1:12 ±

EXISTING PARAPET BRACES AND PITCH
POCKETS TO REMAIN. REPAIR PITCH

POCKETS TO WEATHER TIGHT CONDITION
(TYP.)

EXISTING SHED ROOF TO BE
RECONSTRUCTED INKIND. EXISTING POSTS
TO BE RETAINED.
18 A10.2
18 A10.2
(TYP.)
18 A10.2 (LOWER)
17 A10.2
12 A10.2
(TYP OF 3 EQ. SPACED.)
8 A11.1
36"

FLOOR PLAN

REFERENCE
SCALE 1/4"= 1'-0"
010' 5'

SECTION A
SCALE 1/4"= 1'-0"
010' 5'

ROOF PLAN

REFERENCE
SCALE 1/4"= 1'-0"
010' 5'
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A7.1
GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - REMOVE / REPLACE:

REMOVE ROOFING MATERIALS DOWN TO EXISTING SHEATHING. REPLACE ALL DETERIORATED SHEATHING IN KIND AND DETERIORATED PLYWOOD WITH NEW 1/4" CDX PLYWOOD OVERLAY ROOF DECK W/ 6d's @ 6" EDGES, BOUNDARY, 12" FIELD. NAILS TO BE PLACED AT FRAMING MEMBERS. PROVIDE NEW BUILT-UP ROOFING AND NEW FLASHING PER MANUFACTURER'S RECOMMENDATIONS.

5. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

6. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

7. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

8. WHERE RAWHIDE TIES ARE AFFECTED BY THE WORK, REMOVE AND REINSTALL OR REPLACE IN KIND IF DAMAGED.

DEEDIE'S HOUSE
NOTE:

REFER TO THE ELEVATIONS FOR REPAIR NOTES.

INJECT VIGAS WITH RESIN WOOD
CONSOLIDANT (TYPICAL FOR ALL).

REPAIR ENTIRE TOP OF PARAPET.

INJECT VIGAS WITH WOOD
CONSOLIDANT (TYPICAL FOR ALL).

REPAIR ENTIRE TOP OF PARAPET.
6 REPLACE EXISTING COPPER LINING.

WEST ELEVATION
SCALE 1/4"= 1'-0"
010' 5'

EAST ELEVATION
SCALE 1/4"= 1'-0"
010' 5'

SOUTH ELEVATION
SCALE 1/4"= 1'-0"
010' 5'

NORTH ELEVATION
SCALE 1/4"= 1'-0"
010' 5'
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A7.2

KEY NOTES
1 2
3 4
5 DEEDIE'S HOUSE
GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - REMOVE / REPLACE:

5. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

6. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

7. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

8. WHERE RAWHIDE TIES ARE AFFECTED BY THE WORK, REMOVE AND REINSTALL OR REPLACE IN KIND IF DAMAGED.

REPAIR DAMAGED WOOD WITH CONSOLIDANT (SHOWN SHADED). PREP AND PAINT (TYP.) (NOT USED).
(NOT USED).
(NOT USED).
(NOT USED).

EXISTING SHED ROOF TO BE RECONSTRUCTED INKIND. DOCUMENT EXISTING CONDITIONS PRIOR TO RECONSTRUCTION. REPLACE RAFTERS INKIND 3" DIA. MIN. @ EXISTING IRREGULAR SPACING W/ 4" MIN. EMBED INTO ADOBE WALL. EXISTING RAFTERS IN GOOD CONDITION CAN BE REUSED. REPLACE BEAM INKIND 5" DIA. MIN. REPLACE 1 X 6 SHEATHING INKIND AND PROVIDE 1/4" CDX PLYWOOD OVERLAY. REFER TO DETAIL 7/A11.1 FOR ROOF TO WALL CONNECTION DETAIL.
6 EXISTING ADOBE WALL

EXISTING STONE WALL

EXISTING METAL STUD FRAMED WALL
WITH CEMENT PLASTER FINISH.

OFFICE
100
HALL
108
OFFICE
106

STORAGE
107

STORAGE
105
BATH
103

BREAK ROOM
101
COPY/

STORAGE/

KITCHEN
102

OFFICE/

ARCHIVES
104

UTILITY
CLOSET
104A
PORCH
109
PORCH
109
COPY/

STORAGE
102
OFFICE
100

VERANDA
UNISEX
201

VESTIBULE
200

JANITOR'S

STORAGE
203
UNISEX
202
UNISEX
202

VESTIBULE
200
11'-0"±
8'-0"±3'-9"±6'-11"±
7'-0"±
A
A8.1
A
A8.1
B
A8.1
LEGEND

PROVIDE NEW COPPER FLASHING AND CAULKING
ALONG STONE RETAINING WALL (TYP.)

CLEAN INTERIOR STONE WALL TO REMOVE
EFFLORESCENCE, ENTIRE LENGTH OF WALL.

FLOOR PLAN (OFFICES)

REFERENCE
SCALE 1/4"= 1'-0"
010' 5'
SCALE 1/4"= 1'-0"
SCALE 1/4"= 1'-0"

SECTION B
SCALE 1/4"= 1'-0"

SECTION A

FLOOR PLAN (RESTROOMS)

REFERENCE
010' 5'
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A8.1

STAFF OFFICES/

RESTROOMS
GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - SALVAGE, REMOVE / REPAIR:

REPAIR ROOF AREA AROUND CHIMNEYS. PROVIDE NEW COPPER FLASHING.

CAREFULLY REMOVE AND SALVAGE NECESSARY EXISTING CLAY ROOF TILES.

REPLACE ALL DETERIORATED SHEATHING IN KIND. PROVIDE NEW ROOF

MEMBRANE, NEW FLASHING AND REINSTALL CLAY ROOF TILES WITH COPPER WIRE TIE SYSTEM. NEW CLAY TILES WILL BE REQUIRED TO REPLACE DAMAGED OR MISSING EXISTING TILES. PROVIDE NEW HOLE IN EXISTING TILES FOR ATTACHMENT.

5. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

6. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

7. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O. 11'-0"±
8'-0"±3'-9"±6'-11"±
A
A8.1
A
A8.1
B
A8.1
1'-0"±1'-1"±
8'-6"±
1'-2"±
1'-3"±
1'-2"±
2'-3"±

1.75:12 2:12 3.5:12 3.5:12 2.5:12

REPAIR ROOF AREAS ADJACENT TO
CHIMNEYS (3 TOTAL). PROVIDE NEW
FLASHING (TYP.)
12 A10.2
14 A10.2
14 A10.2
13 A10.2
14 A10.2

INFILL CRACK W/
NON-SHRINK GROUT.
(SIM.)
(TYP.)
(TYP.)
(SIM.)
13 A10.2
12 A10.2
12 A10.2
13 A10.2

ROOF PLAN (OFFICES)

REFERENCE
SCALE 1/4"= 1'-0"
010' 5'
SCALE 1/4"= 1'-0"

ROOF PLAN (RESTROOMS)
010' 5'
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A8.2
GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - SALVAGE, REMOVE / REPAIR:

REPAIR ROOF AREA AROUND CHIMNEYS. PROVIDE NEW COPPER FLASHING.

CAREFULLY REMOVE AND SALVAGE NECESSARY EXISTING CLAY ROOF TILES.

REPLACE ALL DETERIORATED SHEATHING IN KIND. PROVIDE NEW ROOF

5. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

6. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

7. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

STAFF OFFICES/

RESTROOMS

REFERENCE
NOTE:

REFER TO THE ELEVATIONS FOR REPAIR NOTES.

NOTE:

REFER TO THE ELEVATIONS FOR REPAIR NOTES.

PROVIDE NEW COPPER

FLASHING AT BASE OF ALL
EXISTING CHIMNEYS (TYP.).

REINSTALL FASCIA TILE AT
PERIMETER OF CHIMNEY.

PROVIDE WOOD CONSOLIDANT AT
EXISTING OUTRIGGER. PREP AND
PAINT (TYP.)

REPAIR POWDER POST

BEETLE DAMAGE WITH WOOD
CONSOLIDANT (TYP.)
2 1 (TYP.)
1 (TYP.)

PROVIDE NEW COPPER

FLASHING AT BASE OF ALL
EXISTING CHIMNEYS (TYP.).
4 4
north elevation
SCALE 1/4"= 1'-0"
010' 5'
south elevation
SCALE 1/4"= 1'-0"
010' 5'
east elevation
SCALE 1/4"= 1'-0"
010' 5'
west elevation
SCALE 1/4"= 1'-0"
010' 5'
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A8.3
GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - SALVAGE, REMOVE / REPAIR:

REPAIR ROOF AREA AROUND CHIMNEYS. PROVIDE NEW COPPER FLASHING. CAREFULLY REMOVE AND SALVAGE NECESSARY EXISTING CLAY ROOF TILES. REPLACE ALL DETERIORATED SHEATHING IN KIND. PROVIDE NEW ROOF MEMBRANE, NEW FLASHING AND REINSTALL CLAY ROOF TILES WITH COPPER WIRE TIE SYSTEM. NEW CLAY TILES WILL BE REQUIRED TO REPLACE DAMAGED OR MISSING EXISTING TILES. PROVIDE NEW HOLE IN EXISTING TILES FOR ATTACHMENT.

5. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

6. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

7. PRIME AND PAINT ALL NEW EXPOSED STEEL TO MATCH ADJACENT SURFACE U.N.O.

KEY NOTES
REPAIR DAMAGED WOOD WITH CONSOLIDANT (SHOWN SHADED). PREP AND PAINT (TYP.)
REPLACE DETERIORATED RAKE RAFTER IN KIND.
(NOT USED).

REPAIR ALL PLASTER CRACKS, PAINT TO MATCH EXISTING (TYP.) 1 2
3 STAFF OFFICES
4 PROVIDE NEW COPPER FLASHING AND CAULKING
ALONG STONE RETAINING WALL (TYP.)

PROVIDE WOOD CONSOLIDANT AT
EXISTING OUTRIGGER AND BRACE.

EXISTING STONE
SITE WALL.

REPOINT DETERIORATED MORTAR JOINTS AT

EXISTING STONE WALL BASE FOR ENTIRE
LENGTH (TYP.)
2 INFILL CRACK W/
NON-SHRINK GROUT.
west elevation
SCALE 1/4"= 1'-0"
010' 5'
north elevation
SCALE 1/4"= 1'-0"
010' 5'
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 A8.4

KEY NOTES
1 2
3 4

RESTROOMS
REPAIR DAMAGED WOOD WITH CONSOLIDANT. PREP AND PAINT (TYP.) REPLACE DETERIORATED RAKE RAFTER IN KIND.
(NOT USED).

REPAIR ALL PLASTER CRACKS, PAINT TO MATCH EXISTING (TYP.) GENERAL NOTES:

1. THE REHABILITATION WORK SHALL FOLLOW THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

2. ALL NEW LUMBER TO BE BORATE TREATED. REFER TO THE SPECIFICATIONS.

3. ALL ROOF FLASHING SHALL BE INSTALLED PER THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA).

4.ROOF TREATMENT - SALVAGE, REMOVE / REPAIR:

5. REPAIR DETERIORATED RAFTER TAILS WITH WOOD CONSOLIDANT, PREP AND PAINT.

6. ALL ADOBE REPAIR SHALL FOLLOW THE RECOMMENDATIONS OF PRESERVATION BRIEFS #5, PRESERVATION OF HISTORIC ADOBE BUILDINGS, NATIONAL PARK SERVICE.

FIELD EXPOSURE

TO MATCH

EXISTING
RIDGE

EXPOSURE

TO MACH

EXISTING
RIDGE
CEMENT
MORTAR
FIELD
TILE
N.T.S.

SCALE: 1 1/2" = 1'-0"

CLAY TILE RIDGE/HIP,

REINSTALLED
2 X PTDF RIDGE CARRIER

ROOF UNDERLAYMENT OVER
RIDGE

ROOFING MORTAR CEMENT

CLAY TILE ROOFING,

REINSTALLED

ROOF DIAPHRAGM PER
STRUCTURAL.

NOTE:

NAILER BOARD SHOULD
BE CUT BACK 6" TO 8"

TO MAKE ROOM FOR

BOOSTERS
SCALE: 1 1/2" = 1'-0"

CLAY TILE RIDGE/HIP,

REINSTALLED
2 X PTDF NAILER

WIRE TIE TO SECURE BOOSTER
TILES

BOOSTER END TILES

ROOF UNDERLAYMENT OVER
RIDGE.

PLYWOOD DIAPHRAGM PER

STRUCTURAL

FELT UNDERLAYMENT
1'-0"
6"

CUT CLAY TILE CAREFULLY TO

ALLOW FOR TIGHT CLEARANCE
OF VENT PIPE. PROVIDE
SEALANT.

VENT PIPE, PAINT TO MATCH
TILE

FLEXIBLE INTEGRAL SHEET

METAL COPPER FLASHING
AND SKIRT. BEND AS

REQUIRED TO CONFORM TO

TILE SHAPE

SHEET METAL COPPER

FLASHING BETWEEN LAYERS
OF UNDERLAYMENT.

ROOF DIAPHRAGM PER

STRUCTURAL
SCALE: 1 1/2" = 1'-0"
SCALE: 1" = 1'-0"

ROOF DECK
1'-0"

UNDERLAYMENT WOVEN

BETWEEN COURSES

EAVE DRIP EDGE
SCALE: 1" = 1'-0"

CLAY TILE ROOF,

REINSTALLED

PROVIDE MORTAR BIRD
STOP, RECESS 1" TYP.

EXISTING WALL

CONSTRUCTION

ROOF DIAPHRAGM PER

STRUCTURAL

ROOF UNDERLAYMENT

EXISTING RAFTER TAIL
(SIM. @ SQUARE CUT
RAFTER TAIL.)
6"

WRAP TILE AT RAKE
ENDS (TYP.)
2 X PTDF NAILERS

CLAY TILE ROOF, REINSTALLED

ROOF DIAPHRAGM PER

STRUCTURAL

ROOF UNDERLAYMENT
SCALE: 1" = 1'-0"

COPPER DRIP EDGE
FLASHING.

TO COVER

DIAPHAGM
MIN.

EXISTING WALL

CONSTRUCTION
NOTE:

ALL DETAILS REFERENCED ABOVE ARE LOCATED ON SHEETS A10.1 AND A10.2. 13 2
3 8
12 7
14 7
9 5
2 12
44 10
14 N.T.S.
19" SELVAGE CUT

FROM FULL ROLL

FOR STARTER STRIP

COPPER FLASHING W/ DRIP

EDGE LACED BETWEEN

UNDERLAYMENTS
EAVE MTL. EDGE UNDER FELT

METAL SIDE DRIP

EDGE OVER FELT

FELT UNDERLAYMENT

ROOF DECK
6" MIN END LAP (3' MIN.

BETWEEN VERT. JOINTS)

EXPOSE NAIL
AT 12" O.C.

BLIND NAIL
AT 9" O.C.
6" END LAP
MASTIC
NAILS AT 3" O.C.
(STAGGERED)
2" MIN.

HEAD LAP

ROOFING NAIL
19" SELVAGE
NOTE: DRIP EDGE FLASHING USED AT THE FREE EDGES

OF ROOFING MATERIALS SHALL BE NON-COMBUSTIBLE
N.T.S.
1111
1 GENERAL NOTES

1. CODES: ALL MATERIALS & WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2019

CALIFORNIA BUILDING CODE BUILDING CODE, THE STATE HISTORIC BUILDING CODE, AND ALL OTHER STATE AND FEDERAL REGULATIONS.

2. STANDARDS: A.S.T.M. DESIGNATIONS AND ALL STANDARDS REFER TO THE LATEST EDITIONS.

3. EXISTING CONDITIONS: ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE. WHERE ACTUAL

CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER SO THAT PROPER REVISIONS MAY BE MADE. MODIFICATIONS

OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT AND ENGINEER.
(CONTINUED ON SHEET A10.2).

NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 ROOF DETAIL REFERENCE
FELT UNDERLAYMENT2
3 4
9 5
6 7
8 VALLEY UNDERLAYMENT
TYP. CLAY TILE LAYOUT

RIDGE/HIP DETAIL

RIDGE/HIP END BOOSTER
TYP. EAVE DETAIL
TYP. GABLE END/RAKE
TYP. PIPE PENETRATION
A10.1

ROOF DETAILS
4"
MIN.

SHEET METAL COPPER

COUNTER FLASHING

SHEET METAL COPPER

PAN FLASHING

CLAY BOOSTER TILE,

REINSTALLED

ROOF UNDERLAYMENT

ROOF DIAPHRAGM PER

STRUCTURAL

EXISTING WALL
REFERENCE "SMACNA" PLATE # 57 & # 59
SCALE: 3" = 1'-0" SCALE: 3" = 1'-0"
6"
6"

SEALANT

SHEET METAL COPPER

COUNTER FLASHING

SHEET METAL COPPER

FLASHING

ROOF UNDERLAYMENT

ROOF DIAPHRAGM PER

STRUCTURAL
REFERENCE "SMACNA" PLATE # 57 & # 70
6"

CLAY TILE ROOFING,

REINSTALLED

ROOFING MASTIC CEMENT

EXISTING WALL

ROOF DIAPHRAMROSIN SHEET
18"
18"
18"18"
18" 9" TYP.
3"

ROSIN SHEET

FIBERGLASS BASE SHEET -

MECHANICALLY FASTENED

ONE-INCH
HEAD

FASTENERS
3"
7-1/2" TYP.
12"12"
12"
12"
12"

ROSIN SHEET

BASE SHEET FASTENING PATTERNPERIMETER ATTACHMENT FASTENING PATTERN

COOL ROOF FIBERGLASS

CAP SHEET - SET INTO A
CONT. MOPPING OF HOT

ASPHALT
N.T.S.

REFERENCE "SMACNA" PLATE # 57 & # 70
6"

SEALANT

SHEET METAL COPPER

COUNTER FLASHING

SHEET METAL COPPER CRICKET
FLASHING. PROVIDE REQUIRED

BACKING FOR SUPPORT

LAP BUILDING FELT OVER

FLASHING

ROOF DIAPHRAGM PER

STRUCTURAL

EXISTING WALL
SCALE: 3" = 1'-0"
3-PLIES
FIBERGLASS FELT.

SET EACH PLY INTO
A CONT. MOPPING

OF HOT ASPHALT

SEALANT
12" MIN.
12" MIN.
4" MIN.

SEALANT

SHEET METAL COPPER

COUNTER FLASHING

BUILT-UP ROOF CAP SHEET
CLEATS AT 24"
O.C. (TYP.)
REFERENCE "SMACNA" PLATE # 61
SCALE: 1 1/2" = 1'-0"
NOTE: VALLEY FLASHINGS SHALL BE NOT LESS THAN 16 OZ. COPPER SHEET METAL INSTALLED OVER A MINIMUM 36-INCH-WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY.
8" MIN.
5" MIN.

FIBERGLASS FELT FLASHING PLIES -

SET INTO HOT ASPHALT

CAP SHEET FLASHING PLY - SET

INTO HOT ASPHALT
4" FIBER CANT STRIP

BASE FLASHING FASTENERS AT
6" O.C.

BUILT-UP ROOFING
(SEE TYPICAL SECTION)

ROOF DIAPHRAGM

CAP SHEET WALL FLASHING - SET

INTO HOT ASPHALT OVER

FIBERGLASS WALL FLASHING - SET

INTO HOT ASPHALT
3"3"2"

RETURN CAP SHEET OVER AND

TERMINATE AT OUTER EDGE OF
PARAPET.

N.T.S.

ROOF DIAPHRAGM PER

STRUCTURAL
RAFTER

EXISTING WALL

CONSTRUCTION
SCALE: 1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"

BUILT-UP ROOF CAP SHEET

ROOF DIAPHRAGM PER

STRUCTURAL
RAFTER

COPPER DRIP
EDGE FLASHING.

TO COVER

DIAPHAGM
MIN.

EXISTING WALL

CONSTRUCTION
N.T.S.
.064 DIA. COPPER 18" TIE

WIRE TO BE WRAPPED
AROUND ITSELF 3 FULL
REVOLUTIONS @ EA.

JUNCTION (TYP.) FOR ALL
TIES.

EXPOSURE TO MATCH EXIST.

TYP. "WOOD DECK ANCHOR"

SCREWED TO ROOF DECK AND

NAILERS PER MANUFACTURER'S
RECOMMENDATIONS. ANCHOR
SPACING NOT TO EXCEED 4' O.C.

ALL TABS SEALED W/ MASTIC.
.101" DIA.

COPPER,

TWISTED WIRE
"TYLE-TIE"
@ TOP & BOT.

ANCHOR WRAP

TWISTED WIRE

BACK ON ITSELF
MIN. 3 FULL TURNS
MATCH EXIST.O.C.

NOTE: DRILL HOLES FOR WIRE TIES
IN EXISTING TILES AS NEEDED.
10 VALLEY DETAIL
WIRE TIE SYSTEM11
12 13
14 15
16 17

SIDE WALL DETAIL

CRICKET FLASHING

FLASHING AT WALL
TYP. BUILT-UP ROOFING
TYP. EAVE DETAIL

FLASHING AT WALL
A10.2
NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 ROOF DETAILS
18 PARAPET W/ROOFING
L 3 x 3 x 1/8 x 3" LONG
W/ 3/4" DIA. RESIN ANCHORS
@ 22.5° INTO WALL
1/8
1/8" X 1" STEEL STRAP X 18"
LONG W/ 3 - #8 X 7/8" LONG
SCREWS.

SCALE: 3" = 1'-0"
4"
6"
6"
2"
1"
NOTE: STEEL SHAPES TO BE
HOT-DIP GALVANIZED.

FIRE TREATED WOOD

SHINGLE ROOF

ROOF DIAPHRAGM PER

STRUCTURAL

EXISTING RAFTER
6"

TO COVER

DIAPHAGM
MIN.

SCALE: 1 1/2" = 1'-0"

FIRE TREATED WOOD

SHINGLE ROOF

EXISTING WALL

CONSTRUCTION

ROOF DIAPHRAGM PER

STRUCTURAL

EXISTING RAFTER
6"

COPPER DRIP EDGE
FLASHING.

EXISTING WALL

CONSTRUCTION
SCALE: 1 1/2" = 1'-0"

FIRE TREATED WOOD

SHINGLE ROOF

EXISTING RIDGE BEAM

ROOF DIAPHRAGM PER

STRUCTURAL

EXISTING RAFTERS

COPPER RIDGE FLASHING
OVER BUILDING FELT.
4" MIN.
4" MIN.

FIRE TREATED WOOD

SHINGLE ROOF

EXISTING RIDGE BEAM

ROOF DIAPHRAGM PER

STRUCTURAL

EXISTING RAFTERS

COPPER FLASHING W/
INVERTED V, HEM EDGES.
4" MIN.

SCALE: 1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"

COPPER GUTTER TO MATCH
EXISTING PROFILE. PROVIDE
HANGERS @ 36" O.C. MIN.
2"
(E) TOP CHORD
(E) BOTTOM CHORD
2" MIN. PENETRATION

INTO BOTH MEMBERS
2 ROWS OF
(2) SDS SCREWS W/
1-1/4" EDGE DIST.

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

ADOBE WALL

CONSTRUCTION
"T" STRAP
1" CLR

22.5°
8 A11.1
6"
(E) 2 - 2 X RIDGE BEAM
(E) CRACK AT SOUTH

SIDE OF RIDGE BEAM
2" MIN.

PENETRATION
SCALE: 1" = 1'-0"
INSTALL MIN. 6 SIMPSON
SDS 1/4" DIA. X 5" LONG

HEAVY CONNECTOR
SCREWS @ C OF 2X.
6"6"6"6"
L

INSTALL HORIZONTAL
SIMPSON SDS 1/4" DIA. X 3" LONG

HEAVY CONNECTOR SCREWS
@ 6" O.C. ABOVE AND BELOW
CRACK (TYP.)
3/4" DIA. RESIN ANCHOR
MIN.

NOTE: COUNTERSINK AND FILL SCREW

HEADS AND PAINT TO MATCH
ADJACENT SURFACE.

NOTE: COUNTERSINK AND FILL SCREW

HEADS AND PAINT TO MATCH
ADJACENT SURFACE.
1 NOVEMBER 8, 2021

RENEWAL
DATE
C-24785
03-31-23

PAUL DAVID

MARSHALL

LICENSED

ARCHITECT
STATE

OFCALIFORNIA

A R C H I T E C T U R E
& P L A N N I N G

H E R I T A G E
(619) 239-7888 FAX (619) 234-6286
SAN DIEGO CALIFORNIA 92101
832 FIFTH AVENUE
25 RAKE EAVE FLASHING2
3 4
5 6
7 8

SHED TO WALL DETAIL
"T" STRAP
A11.1

TRUSS CHORD

FASTENERS

ROOF AND

STRUCTURAL DETAILS

RIDGE BEAM FASTENERS AT
CRACK @ CARRIAGE HOUSE

RIDGE FLASHING

VALLEY FLASHING

EAVE FLASHING

AND GUTTER
LOCATION MAP EXHIBIT 3
RASADO

OCEANSIDE
'SAN MARCOS

ENCINITAS

PROJECT NAME
Leo Carrillo Ranch - Roof Repair Project 3 4748

PROJECT I EXHIBIT
NUMBER
PLOTTED BY: Andy Chang PLOT DATE: 2111/2E22 PATH: ZASIeven ElowaraecalionMapICarraloRanch.mxd March 15, 2022 Item #2 Page 7 of 7

Steven Stewart, Municipal Projects Manager
Mick Calarco, Senior Projects Manager
Mar. 15, 2022
Approval of Plans and Specifications and
Authorization to Advertise for Bids for the
Leo Carrillo Ranch Roof Repair Project
.

Recommendation
Adopt a resolution:
• Approving the plans, specifications and contract
do
cuments for the Leo Carrillo Ranch Roof Repair
Project and authorizing the City Clerk to advertise
for bids.

Background/Details
• A building conditions assessment was conducted two years ago. • The design work for the Leo Carrillo Ranch roof repair project was conducted last year to a
ddress deficiencies noted in the building conditions assessment and includes necessary structural upgrades.
• The design work has been completed, submitted to the city for review and permitted. • These building are rented on a temporary basis by various patrons for weddings and this c
ontributes a high level of income for the city. During construction, patron access to certain buildings will be restricted during the 4-6 month duration of the project.

Next Steps
• If authorized by the City Council, the City Clerk will advertise a R
equest for Bids to construct the project
• Staff will evaluate the bids received to determine the responsive and r
esponsible lowest price bidder
• If a responsive and responsible lowest price bidder is determined, s
taff will return to City Council in June 2022 to request approval of a contract and additional funding if necessary
Recommendation
Adopt a resolution:
• Approving the plans, specifications and contract
docume
nts for the Leo Carrillo Ranch Roof Repair
Project and authorizing the City Clerk to advertise
for bids.

Thank you

Carlsbad City CouncilMarch 15, 2022

Carlsbad City Council
March 15, 2022