HomeMy WebLinkAboutItem 6c. Attachment A - Jack House Plans (Spec. 2000075-13.01)_High Resolution PlansReference Documents:
City Standard Specifications - August 2020 Edition
City Engineering Standards - August 2020 Edition
Project Specifications - 12 July 2024
Lead Paint / Asbestos Survey - Jack House - February 7, 2024
san luis obispo county, california
APPROVED BY
SPECIFICATION NO.DATE
of
SHEET
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date
2000075-13 1FILE NO./LOCATION
[MO DAY, YEAR]
No. C 79870
B R I A N A . NEL
S
O
N
C I V I L
HORIZONTAL CONTROL FOR POINTS 8207 & 8405 AS PUBLISHED
IN THE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROL
NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICAN
DATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5
CALIFORNIA.
VERTICAL CONTROL BENCHMARK NO. 12A WITH AN ELEVATION
OF 183.59 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2007
BENCHMARK SYSTEM. CITY'S BENCHMARK SYSTEM IS BASED ON
THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR
PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF
NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)
HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF
POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND
FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO
CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF
CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND
FACILITIES.
2.THE CONTRACTOR SHALL POSSESS A CLASS B LICENSE AT THE
TIME OF BID OPENING.
index to plans
sheet no.description
general notes:
datum:
1312 JULY 2024
ARCHITECTURAL SYMBOLS
(E) CONSTRUCTION
TO REMAIN
(N) 2x WOOD FRAME
CONSTRUCTION
(E) CONSTRUCTION
TO BE REMOVED
LINE ABOVE
LINE BELOW
PROPERTY
LINE
CENTER LINE
DETAIL
SECTION
ELEVATION
KEYNOTE
PROJECT INFORMATION
536 MARSH STREET
SAN LUIS OBISPO, CA 93401
C-D (DOWNTOWN COMMERCIAL)
ADDRESS:
TYPE V-B
CONSTRUCTION
TYPE:
003-511-022APN:
OCCUPANCY:
ZONING:
GROSS FLOOR AREA (SF)
NET LOT AREA: 36,450 SF (0.83+/- AC)
PROJECT DATA SUMMARY:
EXISTING BUILDING FOOTPRINT: 1,829 SF
OCCUPANT LOADS:
FIRST
TOTAL
A-3 USED AREA LOAD FACTOR #OCC
EXISTING: A-3 (HOUSE MUSEUM)
PROPOSED A-3 (HOUSE MUSEUM)
EXISTING
SECOND 1,505 SF
TOTAL 3,334 SF
FIRST 1,829 SF (INCL. OPEN PORCHES)
1,025 SF 30/OCC NET
SECOND 868 SF 30/OCC NET
1893 SF
PROJECT
DESCRIPTION:THE PROJECT SCOPE ON THE HISTORIC JACK
HOUSE INCLUDES - REHABILITATION OF THE WOOD
RAILING AT THE WIDOW'S WALK AND AT THE ENTRY
PORCH ROOF, REPLACEMENT OF THE CEDAR
SHINGLE ROOFING, CLEANING & REPAIR, AS
NEEDED, OF SHEET METAL ROOFING TILES ABOVE
PORCH. ALSO INCLUDED ARE REPLACEMENT OF
ROOFING AT EACH OF THE PROJECTING BAYS AND
AT THE REAR PORCH. AS NEEDED, MATERIALS
WILL BE REPLACED IN-KIND PER SECRETARY OF
THE INTERIOR'S STANDARDS FOR REHABILITATION.
SITE WORK WILL BE THE RECONSTRUCTION OF
THE ARBOR ADJACENT TO THE CARRIAGE HOUSE
2022 CALIFORNIA HISTORICAL BUILDING CODE
2022 CALIFORNIA BUILDING CODE
BUILDING CODE:
BUILDING IS FULLY SPRINKLERED
FIRE
PROTECTION:
EXISTING 2 STORY BUILDING
BASED ON CALCULATED OCCUPANT LOAD, 1
EXIT REQUIRED AT SECOND 1 EXIT REQUIRED
AT FIRST;
EXISTING 1 EXIT AT SECOND FLOOR, AND 2
EXITS AT FIRST FLOOR PROVIDED
MAXIMUM EXIT TRAVEL DISTANCE ALLOWED:
250 FT FOR FULLY SPRINKLERED
MEANS OF
EGRESS:
CODE INFORMATION
PROJECT DIRECTORY
OWNER:
ARCHITECT:
STRUCTURAL ENGINEER:
COST
ESTIMATION:
CITY OF SAN LUIS OBISPO
DEPARTMENT OF PUBLIC WORKS
919 PALM STREET
SAN LUIS OBISPO, CA 93401
CONTACT: SANDRA GOLONKA
TEL: 805.781.7239
EML:sgolonka@slocity.org
MICHAEL GARAVAGLIA AIA
GARAVAGLIA ARCHITECTURE, INC.
582 MARKET STREET, SUITE 1800
SAN FRANCISCO, CA 94104
CONTACT: AMBROSE WONG
TEL: 415.391.9633
FAX: 415.391.9647
EML:ambrose@garavaglia.com
T&S ENGINEERING
1171 HOMESTEAD ROAD,
SUITE 275
SANTA CLARA, CA 95050
CONTACT: STEVE DUQUETTE
TEL: 408.615.9200
FAX: 408.615.9900
EML:spd@tsstructural.com
LELAND SAYLOR ASSOCIATES
1777 OAKLAND BOULEVARD
SUITE 103
WALNUT CREEK, CA 94596
CONTACT: JEFF SAYLOR
TEL: 925.330.2642
FAX: 415.291.3201
EML:jsaylor@lelandsaylor.com
ARCHITECTURAL:
1 OF 13 A0.00 COVER SHEET
2 OF 13 A0.01 GENERAL NOTES
3 OF 13 A1.01 SITE PLAN - EXISTING/DEMO/PROPOSED
4 OF 13 A2.01 FLOOR PLANS-FIRST & SECOND EXISTING
5 OF 13 A2.02 PLANS- FOUNDATION & ROOF EXISTING
6 OF 13 A3.01 EXTERIOR ELEVATION - EXISTING SOUTH & EAST
7 OF 13 A3.02 EXTERIOR ELEVATION - EXISTING NORTH &WEST
8 OF 13 A8.01 EXTERIOR DETAILS
9 OF 13 A8.02 EXTERIOR DETAILS
10 OF13 A8.03 EXISTING RAILING DETAILS
11 OF13 A8.04 ARBOR (PLAN, ELEVATION, AND DETAILS)
STRUCTURAL:
12 OF 13 S0.0 STRUCTURAL SPECS, ABBREVIATIONS
SYMBOLS LEGEND, TABLE OF CONTENTS
13 OF 13 S1.0 ROOF FRAMING PLAN, TRELLIS EAST-WEST
ELEVATION, TRELLIS NORTH-SOUTH
ELEVATION TRELLIS SECTION/DETAILS
35
29
64
Jack House Roof,
Widows Walk Repair,
and Arbor
Replacement
REF. N
TRUE N
-
DIRECTION OF SLOPE (DOWN)
No. C-14833
REN. 1/31/25
ARC
HIT
E
C
T
DESNECIL
FO
E
T
A
T
S
AC L I F O R NIA
A NLA GA
R
A
V
A
GLIA
LEAHCIM
ARCHITECTURAL ABBREVIATIONSARCHITECTURAL GENERAL NOTES
1.GENERAL PROCEDURE: SEE PROJECT SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
2.ALL WORK FOR THIS PROJECT SHALL CONFORM TO THE SECRETARY OF
THE INTERIOR'S STANDARDS FOR REHABILITATION. THESE STANDARDS
ARE LISTED ON THIS SHEET.
3.THE REPLACEMENT OF MISSING HISTORICAL CONSTRUCTION
ELEMENTS REQUIRES THE FULL ATTENTION AND COOPERATION OF THE
CONTRACTOR. THE CONTRACTOR SHALL DEVELOP A SYSTEM OR
PROCESS OF RECORDATION PRIOR TO THE START OF ANY WORK.
4.EVERY EFFORT SHALL BE MADE TO REPAIR, RATHER THAN REPLACE,
EXISTING ELEMENTS. SUCH REPAIR MAY INCLUDE REPLACEMENT OF
EXTENSIVELY DETERIORATED OR MISSING ELEMENTS.
5.HISTORICAL PHYSICAL AND PICTORIAL DOCUMENTATION, IN ADDITION
TO SURVIVING PROTOTYPES, WILL BE THE BASIS FOR ANY HISTORIC
REHABILITATION MEASURE. DOCUMENT ALL EXISTING DETAILS PRIOR
TO START OF ANY REPAIR OR REPLACEMENT WORK,
6.THE USE OF SALVAGED MATERIALS IS STRONGLY ENCOURAGED AS A
MEANS OF REPLACING FEATURES NO LONGER COMMONLY AVAILABLE.
THIS OPTION SHALL BE GIVEN THE HIGHEST PRIORITY WHEN IT IS NOT
FEASIBLE TO REPAIR A DETERIORATED ELEMENT.
7.CONTRACTOR SHALL DOCUMENT THE LOCATION, ORIENTATION AND
ANY OTHER INFORMATION THAT WILL AID IN THE CORRECT
REINSTALLATION OF AN ELEMENT PRIOR TO REMOVAL AND STORAGE
OF THAT ELEMENT AS REQUIRED BY THE CONTRACT DOCUMENTS OR
AS MIGHT BE REQUIRED TO ALLOW OTHER WORK TO PROCEED.
8.PROTECT ALL EXISTING ELEMENTS DURING ALL PHASES OF
CONSTRUCTION WORK.
9.CONTRACTOR SHALL PROVIDE HISTORICAL ELEMENT SHOP DRAWINGS
AS OUTLINED BELOW AND IN THE SPECIFICATIONS.
10.CONTRACTOR SHALL MEASURE AND DOCUMENT ON HISTORICAL
ELEMENT SHOP DRAWINGS THE "GHOSTING" OF MISSING ELEMENTS
REQUIRING REPLACEMENT AND THEIR LOCATIONS. THE CONTRACTOR
SHALL ALSO RECORD ON THESE SHOP DRAWINGS ANY OTHER
RELEVANT INFORMATION REGARDING THESE MISSING ELEMENTS THAT
CAN BE GLEANED FROM THE FIELD. THESE MEASUREMENTS SHALL BE
RECORDED ONTO THESE SHOP DRAWINGS AT AN APPROPRIATE SCALE
AND SUBMITTED TO THE ARCHITECT FOR REVIEW.
11.THE CONTRACTOR SHALL NOTE ON THE HISTORICAL ELEMENT SHOP
DRAWINGS THE MATERIALS OF IN SITU ELEMENTS AND PROPOSE
ALTERNATIVE MATERIALS, SHOULD THE IN SITU MATERIALS NO LONGER
BE AVAILABLE.
12.THE HISTORICAL ELEMENT SHOP DRAWINGS/SUBMITTALS SHALL
IDENTIFY HOW THE CONTRACTOR INTENDS TO FABRICATE AND INSTALL
THESE ELEMENTS. THE CITY WILL REVIEW THESE SHOP
DRAWINGS/SUBMITTALS FOR DESIGN INTENT.
13.ONCE THE CITY HAS HAD AN OPPORTUNITY TO REVIEW THESE SHOP
DRAWINGS, THE CITY AND CONTRACTOR SHALL ARRANGE A SPECIAL
COORDINATION MEETING TO REVIEW THE INTERPRETATION PROPOSED
BY THE CITY AND THE RECONSTRUCTION METHOD PROPOSED BY THE
CONTRACTOR.
14.THE CITY WILL THEN ISSUE THE REVIEWED HISTORICAL ELEMENT SHOP
DRAWINGS TO THE CONTRACTOR WITH APPROPRIATE COMMENTS.
ARCHITECTURAL REPLACEMENT OF
MISSING HISTORICAL ELEMENTS
(E)
(N)
ACOUS.
ADJ.
AGGR.
ALUM.
APPROX.
ARCH.
ASPH.
BD.
BITUM.
BLDG.
BLKG.
BM.
CER.
CLG.
CLO.
COL.
CONC.
CONT.
CORR.
DTL.
DIA.
DIM.
DN
DR.
DWG.
EA.
E.J.
ELEV.
ELEC.
EQ.
EXT.
FD
FIN.
FLR.
FLUOR.
F.O.C.
FOF
FOS
FT.
FTG.
FURR.
GA.
GALV.
GL.
GYP.
CENTERLINE
POUND OR
NUMBER
EXISTING
NEW
ACOUSTICAL
ADJUSTABLE
AGGREGATE
ALUMINUM
APPROXIMATE
ARCHITECTURAL
ASPHALT
BOARD
BITUMINOUS
BUILDING
BLOCKING
BEAM
CEMENT
CEILING
CLOSET
COLUMN
CONCRETE
CONTINUOUS
CORRIDOR
DETAIL
DIAMETER
DIMENSION
DOWN
DOOR
DRAWING
EACH
EXPANSION JOINT
ELEVATION
/ ELEVATOR
ELECTRICAL
EQUAL
EXTERIOR
FLOOR DRAIN
FINISH
FLOOR
FLUORESCENT
FACE OF
CONCRETE
FACE OF FINISH
FACE OF STUD
FOOT OR FEET
FOOTING
FURRING
GAUGE
GALVANIZED
GLASS
GYPSUM
H.B.
H.C.
HR.
HT.
INT.
KIT.
LAM.
LAV.
MAX.
MECH.
MIN.
M.O.
N.I.C.
NO.
N.T.S.
O.C.
OPNG.
OPP.
PL.
PLYWD.
PR
PT.
PART.
R.
R.D.
REF.
REINF.
REQ.
RM.
R.O.
RWL
S.C.
SHT.
SIM.
SPEC.
SQ.
S.S.
STOR.
SUSP.
SYM.
T.O.C.
TEL.
T&G
T.O.W.
TYP.
U.O.N.
VEST.
W/
W.C.
WD.
W/O
HOSE BIBB
HOLLOW CORE
HOUR
HEIGHT
INSULATION
INTERIOR
KITCHEN
LAMINATE
LAVATORY
MAXIMUM
MECHANICAL
MINIMUM
MASONRY OPENING
NOT IN CONTRACT
NUMBER
NOT TO SCALE
ON CENTER
OPENING
OPPOSITE
PLATE
PLYWOOD
PAIR
POINT
PARTITION
RADIUS
ROOF DRAIN
REFRIGERATOR
REINFORCED
REQUIRED
ROOM
ROUGH OPENING
RAIN WATER
LEADER
SOLID CORE
SHEET
SIMILAR
SPECIFICATION
SQUARE
STAINLESS STEEL
STORAGE
SUSPENDED
SYMBOL
TOP OF CURB
TELEPHONE
TONGUE
AND GROOVE
TOP OF WALL
TYPICAL
UNLESS
OTHERWISE NOTED
VESTIBULE
WITH
WATER CLOSET
WOOD
WITHOUT
INSUL.
P.B.O.PROVIDED
BY OWNER
o/OVER
A.F.F.ABOVE FINISH
FLOOR
F.A.U.FORCED AIR UNIT
TOI.TOILET
T.O.TOP OF
CLR.CLEAR
@
L
#
C
S.S.D.SEE STRUCTURAL
DRAWINGS
STRUCT.STRUCTURAL
PLUMB.PLUMBING
VERT.VERTICAL
OFD OVERFLOW DRAIN
PREFIN.PREFINISHED
FDN.FOUNDATION
BTWN.BETWEEN
BOT.BOTTOM
F.E.FIRE
EXTINGUISHER
H.P.HIGH POINT
L.P.LOW POINT
MTL.METAL
OFOS OUTSIDE FACE
OF STUD
PTD PAINTED
SMACNA SHEET METAL AND
AIR CONDITIONING
CONTRACTORS'
NATIONAL
ASSOCIATION
ANGLE
N.A.NOT APPLICABLE
PERM.PERMANENT
AT
CEM.
CERAMIC
PTDF PRESSURE TREATED
DOUGLAS FIR
ID INSIDE DIAMETER
OD OUTSIDE DIAMETER
PLAS.PLASTER
S.H.SINGLE HUNG
D.H.DOUBLE HUNG
1.A PROPERTY WILL BE USED AS IT WAS HISTORICALLY OR BE GIVEN A
NEW USE THAT REQUIRES MINIMAL CHANGE TO ITS DISTINCTIVE
MATERIALS, FEATURES, SPACES AND SPATIAL RELATIONSHIPS.
2.THE HISTORIC CHARACTER OF A PROPERTY WILL BE RETAINED AND
PRESERVED. THE REMOVAL OF DISTINCTIVE MATERIALS OR ALTERATION
OF FEATURES, SPACES AND SPATIAL RELATIONSHIPS THAT
CHARACTERIZE A PROPERTY WILL BE AVOIDED.
3.EACH PROPERTY WILL BE RECOGNIZED AS A PHYSICAL RECORD OF ITS
TIME, PLACE AND USE. CHANGES THAT CREATE A FALSE SENSE OF
HISTORICAL DEVELOPMENT, SUCH AS ADDING CONJECTURAL FEATURES
OR ELEMENTS FROM OTHER HISTORIC PROPERTIES, WILL NOT BE
UNDERTAKEN.
4.CHANGES TO A PROPERTY THAT HAVE ACQUIRED HISTORIC
SIGNIFICANCE IN THEIR OWN RIGHT WILL BE RETAINED AND PRESERVED.
5.DISTINCTIVE MATERIALS, FEATURES, FINISHES AND CONSTRUCTION
TECHNIQUES OR EXAMPLES OF CRAFTSMANSHIP THAT CHARACTERIZE A
PROPERTY WILL BE PRESERVED.
6.DETERIORATED HISTORIC FEATURES WILL BE REPAIRED RATHER THAN
REPLACED. WHERE THE SEVERITY OF DETERIORATION REQUIRES
REPLACEMENT OF A DISTINCTIVE FEATURE, THE NEW FEATURE WILL
MATCH THE OLD IN DESIGN, COLOR, TEXTURE AND, WHERE POSSIBLE,
MATERIALS. REPLACEMENT OF MISSING FEATURES WILL BE
SUBSTANTIATED BY DOCUMENTARY AND PHYSICAL EVIDENCE.
7.CHEMICAL OR PHYSICAL TREATMENTS, IF APPROPRIATE, WILL BE
UNDERTAKEN USING THE GENTLEST MEANS POSSIBLE. TREATMENTS
THAT CAUSE DAMAGE TO HISTORIC MATERIALS WILL NOT BE USED.
SECRETARY OF THE INTERIOR'S
STANDARDS FOR REHABILITATION
8.ARCHEOLOGICAL RESOURCES WILL BE PROTECTED AND PRESERVED
IN PLACE. IF SUCH RESOURCES MUST BE DISTURBED, MITIGATION
MEASURES WILL BE UNDERTAKEN.
9.NEW ADDITIONS, EXTERIOR ALTERATIONS OR RELATED NEW
CONSTRUCTION WILL NOT DESTROY HISTORIC MATERIALS,
FEATURES AND SPATIAL RELATIONSHIPS THAT CHARACTERIZE THE
PROPERTY. THE NEW WORK WILL BE DIFFERENTIATED FROM THE OLD
AND WILL BE COMPATIBLE WITH THE HISTORIC MATERIALS,
FEATURES, SIZE, SCALE AND PROPORTION, AND MASSING TO
PROTECT THE INTEGRITY OF THE PROPERTY AND ITS ENVIRONMENT.
10.NEW ADDITIONS AND ADJACENT OR RELATED NEW CONSTRUCTION
WILL BE UNDERTAKEN IN SUCH A MANNER THAT, IF REMOVED IN THE
FUTURE, THE ESSENTIAL FORM AND INTEGRITY OF THE HISTORIC
PROPERTY AND ITS ENVIRONMENT WOULD BE UNIMPAIRED.
FOR COMPLETE TEXT AND GUIDELINES, GO TO:
https://www.nps.gov/articles/000/treatment-standards-rehabilitation.htm
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
Ja
c
k
H
o
u
s
e
R
o
o
f
,
W
i
d
o
w
s
W
a
l
k
R
e
p
a
i
r
,
a
n
d
A
r
b
o
r
R
e
p
l
a
c
e
m
e
n
t
MG
HA
AW
AS NOTED
12 JULY 2024
2000075-13
13
GE
N
E
R
A
L
N
O
T
E
S
2
A0
.
0
1
1.THE CONTRACT FOR CONSTRUCTION WILL UTILIZE THE CITY PUBLIC
WORKS DEPARTMENT, ENGINEERING DIVISION'S STANDARD FORM OF
AGREEMENT FOR WORK ON CITY STRUCTURES.
2.THE CITY SHALL SUBMIT DRAWINGS FOR PLAN CHECK. THE CITY
SHALL PAY FOR ALL PLAN CHECK FEES. THE CONTRACTOR SHALL
PICK UP PERMITS.
3.ALL WORK SHALL CONFORM TO THE 2022 CALIFORNIA HISTORICAL
BUILDING CODE, THE 2022 CALIFORNIA BUILDING CODE AS WELL AS
TO THE LATEST EDITIONS OF THE ELECTRICAL, PLUMBING,
MECHANICAL, AND ANY OTHER APPLICABLE CODES FOR THE
COMPLETE SCOPE OF WORK. ALL WORK SHALL CONFORM TO THE
SECRETARY OF THE INTERIOR STANDARDS FOR REHABILITATION AS
OUTLINED ON THIS SHEET.
4.ALL WORK SHALL CONFORM TO ALL LOCAL CODES AND/OR
ORDINANCES. ALL WORK SHALL BE PERFORMED IN CONFORMANCE
WITH THESE PLANS, SPECIAL PROVISIONS PREPARED FOR THIS
PROJECT AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD
SPECIFICATIONS AND ENGINEERING STANDARDS, IN CONJUNCTION
WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS AND STANDARD PLANS, 2015 EDITION
(UNREVISED), AND LATEST EDITION OF CALIFORNIA MUTCO.
5.ALL WORK SHALL BE COMPLETED SKILLFULLY AND IN ACCORDANCE
WITH ACCEPTED TRADE STANDARDS.
6.EXCEPT WHERE CONTRACT DOCUMENTS INCLUDE MORE STRINGENT
REQUIREMENTS, APPLICABLE INDUSTRY STANDARDS INCLUDING
MANUFACTURER STANDARDS AND INSTALLATION INSTRUCTIONS
HAVE THE SAME FORCE AND EFFECT AS IF BOUND OR COPIED INTO
THE CONTRACT DOCUMENTS. SUCH STANDARDS ARE PART OF THE
CONTRACT DOCUMENTS BY REFERENCE. WHERE COMPLIANCE WITH
A STANDARD IS REQUIRED, COMPLY WITH THE STANDARD IN EFFECT
AS OF THE DATE OF THE CONTRACT DOCUMENTS.
7.THE CONTRACTOR SHALL COORDINATE THE VARIOUS
CONSTRUCTION ACTIVITIES TO ENSURE EFFICIENT AND ORDERLY
INSTALLATION OF EACH PART OF THE WORK. COORDINATE
CONSTRUCTION OPERATIONS THAT ARE DEPENDENT UPON EACH
OTHER FOR PROPER INSTALLATION, CONNECTION, AND OPERATION.
8.CONTRACTOR SHALL INFORM THE CITY OF SCHEDULE REVISIONS.
9.CONTRACTOR SHALL INFORM THE CITY ON THE PROGRESS OF THE
WORK ON A WEEKLY BASIS OR MORE FREQUENTLY AS CONDITIONS
WARRANT.
10.CONTRACTOR SHALL SCHEDULE MEETINGS WITH THE CITY ON A
TIMELY BASIS AND TO ALLOW FOR TIME REQUIRED TO PROVIDE
APPROPRIATE RESPONSE TO ANY QUESTIONS OR SITE CONDITIONS.
11.CONTRACTOR SHALL ARRANGE FOR A MEETING AFTER DETERMINING
THE PROJECT DIMENSIONAL LAYOUT FOR THE REVIEW BY THE CITY.
12.CONTRACTOR SHALL ALLOW TWO WEEKS FOR REVIEW BY THE CITY
OF SUBMITTALS, SHOP DRAWINGS, SUBSTITUTIONS, AND RFI'S.
CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR CLARITY AND
COMPLETENESS BEFORE ISSUING THEM TO THE CITY FOR REVIEW.
13.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE CITY FOR
REVIEW OF CONFORMANCE WITH DESIGN INTENT.
14.ALL CHANGE ORDERS SHALL BE IN WRITING AND SHALL BE SIGNED
BY THE CITY, AND CONTRACTOR. CHANGE ORDERS SHALL BE SIGNED
PRIOR TO BEGINNING THE WORK OR ORDERING THE MATERIALS
ADDRESSED IN THE CHANGE ORDER.
15.CONTRACTOR SHALL SUBMIT ALL PROPOSED DESIGN CHANGES OR
SUBSTITUTIONS TO THE CITY FOR APPROVAL. THE CITY SHALL NOT
BE RESPONSIBLE FOR ANY FIELD CHANGES IN PLANS, DETAILS, OR
SPECIFICATIONS UNLESS APPROVED IN WRITING AND IN ADVANCE BY
THE CITY.
16.THE CONTRACTOR SHALL NOTIFY THE CITY OF ALL MODIFICATIONS
REQUESTED BY THE BUILDING DEPARTMENT, OR OFFICIAL HAVING
JURISDICTION, AND OF ALL CHANGES REQUESTED BY THE
INSPECTOR, CITY, OR OTHERS. SUBSTITUTIONS WILL BE
CONSIDERED, BUT DO NOT SUBSTITUTE DETAILS, EQUIPMENT, OR
METHODS WITHOUT SPECIFIC WRITTEN APPROVAL BY THE CITY.
17.CONTRACTOR SHALL VERIFY WITH THE CITY, CODE UPGRADE WORK
NOT REQUIRED BY BUILDING INSPECTORS. IF THE CONTRACTOR
BELIEVES CODE WORK IS NECESSARY, AND IT HAS NOT BEEN
REQUIRED BY BUILDING INSPECTOR, THE CITY SHALL DETERMINE
WHETHER WORK SHALL BE UNDERTAKEN.
18.REMODELING OR REHABILITATION OF AN EXISTING BUILDING
REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING
EXISTING CONDITIONS. BECAUSE SOME OF THE ASSUMPTIONS MAY
NOT BE VERIFIABLE WITHOUT DESTROYING ADEQUATE OR
SERVICEABLE PORTIONS OF THE BUILDING, THE CONTRACTOR SHALL
VERIFY ALL QUESTIONS, CONDITIONS, AND PROCEDURES WITH THE
CITY PRIOR TO COMMENCING EACH PORTION OF THE WORK.
19.THE CONTRACTOR SHALL CONFIRM ALL EXISTING DIMENSIONS AND
CONDITIONS IN THE FIELD PRIOR TO BEGINNING WORK. ANY
DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS
MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CITY FOR
CLARIFICATION PRIOR TO PROCEEDING WITH WORK. THE CONTRACTOR
SHALL RESOLVE ANY DISCREPANCY PRIOR TO PROCEEDING WITH
WORK.
20.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED
DIMENSIONS. DO NOT SCALE DRAWINGS. DIMENSIONS ARE TO THE
FACE OF FINISH, UNLESS OTHERWISE NOTED.
21.WHERE CONSTRUCTION ABUTS ADJACENT PROPERTY OR AN EXISTING
STRUCTURE, THE CONTRACTOR SHALL VERIFY, PRIOR TO THE START
OF WORK, IF ANY CONDITIONS WILL AFFECT WORK PROGRESS OR
CONFORMANCE TO THESE DOCUMENTS.
22.THE REMOVAL OR ALTERING IN ANY WAY OF EXISTING WORK SHALL BE
CARRIED ON IN SUCH A MANNER AS TO PREVENT INJURY OR DAMAGE
TO ANY PORTION(S) OF THE EXISTING WORK, WHICH REMAIN(S).
23.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED
AS A RESULT OF THE WORK. ANY DAMAGE SHALL BE REHABILITATED AT
NO ADDITIONAL COST TO CITY. REPAIR WORK MUST FOLLOW THE
SECRETARY OF THE INTERIOR'S STANDARDS FOR REHABILITATION.
24.EXECUTE WORK TO ENSURE THE SAFETY OF PERSONS AND ADJACENT
PROPERTY FROM DAMAGE CAUSED BY CONSTRUCTION OPERATIONS IN
CONNECTION WITH THIS WORK. WHERE EXISTING CONSTRUCTION IS
CUT, DAMAGED, OR REMODELED, PATCH OR REPLACE WITH MATERIALS
TO MATCH IN KIND, QUALITY, AND PERFORMANCE WITH ADJACENT
MATERIALS.
25.DO NOT NOTCH, BORE, OR CUT MEMBERS FOR PIPES, DUCTS, OR
OTHER REASONS WITHOUT THE SPECIFIC, ADVANCE WRITTEN
APPROVAL OF THE CITY.
26.THE CONTRACTOR IS RESPONSIBLE FOR CAPPING OFF ANY UTILITY
LINES DISTURBED DURING THE DEMOLITION AND CONSTRUCTION
PROCESS THAT COULD BE A SAFETY HAZARD OR CAUSE DAMAGE TO
THE BUILDING.
27.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY
SUPPORTS, BARRICADES, AND SHORING AS REQUIRED DURING THE
CONSTRUCTION PROCESS.
28.UNLESS OTHERWISE INDICATED, ALL NEW WORK SHALL MATCH
EXISTING MATERIALS, DETAILS, TRIM, ETC. TO THE FULLEST EXTENT
POSSIBLE. PROVIDE PRODUCTS OF THE SAME KIND AND FROM A
SINGLE SOURCE.
29.PRIOR TO ORDERING OR FABRICATING MATERIAL, EQUIPMENT, OR
PRODUCTS, THE CONTRACTOR SHALL DETERMINE THAT THE SIZE AND
PRODUCTS INDICATED MEET THE INTENT OF THE CONTRACT
DOCUMENTS.
30.THE CONTRACTOR SHALL INSPECT MATERIALS AND EQUIPMENT
IMMEDIATELY UPON DELIVERY AND AGAIN PRIOR TO INSTALLATION.
CONTRACTOR SHALL REJECT DAMAGED AND DEFECTIVE ITEMS.
31.CONTRACTOR SHALL INSTALL ALL EQUIPMENT, FIXTURES, AND
MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. FOLLOW
MANUFACTURER'S INSTRUCTIONS CAREFULLY. MANUFACTURER'S
INSTRUCTIONS AND GUARANTEES SHALL BE GIVEN TO THE CITY AT THE
END OF THE JOB.
32.THE CONTRACTOR SHALL FLASH AND COUNTER FLASH TO SMACNA
STANDARDS, INDUSTRY STANDARDS, AND MANUFACTURER'S
SPECIFICATIONS WHEREVER NECESSARY TO PROVIDE A WATERPROOF
AND WEATHERPROOF CONSTRUCTION PROJECT.
33.IF OPENED IN COURSE OF WORK PROVIDE AND INSTALL NEW
FIBERGLASS BATT INSULATION TO MEET THE MINIMUM R-VALUE
REQUIREMENTS SPECIFIED IN THE CALIFORNIA ENERGY CODE.
34.NOT USED
35.ADEQUATE PREPARATION OF THE SUBSTRATE IS IMPERATIVE FOR
PROPER BONDING OF THE PAINT. PREPARE EACH SUBSTRATE AS
RECOMMENDED BY THE MANUFACTURER. CLEAN ALL SURFACES
THROUGHOUT, REMOVE ANY PAINT WHERE BONDING FAILURE IS
EVIDENT & ROUGHEN ANY SURFACES AS REQUIRED FOR ADHESION OF
(N) PAINT.
36.ALL EXTERIOR EXPOSED WOOD TO BE APPROVED, NATURALLY
WEATHER AND PEST RESISTANT, OR PRESSURE TREATED WHERE
ALLOWED BY THE DOCUMENTS. ALL CUTS SHALL BE TREATED W/
PRESERVATIVE COATING BEFORE INSTALLATION. ALL METAL
CONNECTORS AND FASTENERS IN CONTACT WITH TREATED WOOD
SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL.
37.ALL REPLACEMENT SIDING AND EXTERIOR TRIM SHALL BE TIGHT
VERTICAL GRAIN REDWOOD (NO SAP WOOD), ALTERNATE CAN BE
TIGHT VERTICAL GRAIN YELLOW CEDAR (NO SAP WOOD,) U.O.N.;ALL
TO MATCH PROFILE AND DIMENSIONS OF THE EXISTING, U.O.N.
38.ALL FINISHES SHALL BE APPLIED AS FOLLOWS:
a. EXTERIOR: THREE COAT, (STAIN & SEAL WHERE INDICATED)
b. INTERIOR: TWO COAT FOR LIGHT INTERIOR, THREE COAT FOR DARK
INTERIOR, (STAIN & SEAL WHERE INDICATED)
c. COLORS TO BE SELECTED BY THE CITY FROM SHERWIN-WILLIAMS
AS STANDARD PAINT MANUFACTURER FOR THE PROPERTY. FINAL
ACCEPTANCE OF COLORS WILL BE FROM JOB-APPLIED SAMPLES.
PROVIDE FULL COAT FINISH SAMPLES ON SURFACES WITH A MINIMUM
SIZE OF 4 SF FOR APPROVAL BY THE CITY.
39.AS A MINIMUM, ALL EXTERIOR WOOD TRIM SHALL BE PAINT GRADE,
TIGHT VERTICAL GRAIN, WEATHER-RESISTANT WOOD.
40.CONTRACTOR SHALL CONTACT CITY FOR DECISIONS REGARDING ALL
MATERIALS PROVIDED BY CONTRACTOR WHICH REQUIRE COLOR OR
FINISH SELECTIONS.
41.NOT USED
42.THE CONTRACTOR SHALL KEEP THE JOB SITE CLEAN AND SAFE AT
ALL TIMES, INCLUDING CLEANING MATERIALS, PROTECTING
CONSTRUCTION IN PROGRESS AND ADJOINING MATERIALS IN PLACE.
PROVIDE TEMPORARY, PROTECTIVE COVERINGS WHERE NECESSARY
TO ENSURE PROTECTION FROM DAMAGE OR DETERIORATION.
43.CONTRACTOR SHALL PERIODICALLY CLEAN AND MAINTAIN
COMPLETED CONSTRUCTION ON A REGULAR BASIS. AT THE
COMPLETION OF THE PROJECT, PROVIDE A FINAL CLEANING OF ALL
SURFACES. BROOM SWEEP EXTERIOR SURFACES, AND VACUUM
INTERIOR FLOORS ALONG PATH OF TRAVEL. CONTRACTOR SHALL
LEAVE THE PREMISES CLEAN AND ORDERLY AND READY FOR
OCCUPANCY.
44.CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND WASTE OFF SITE
IN A LEGAL MANNER ON A REGULAR BASIS TO PREVENT EXCESS
ACCUMULATION ON SITE.
45.CONTRACTOR SHALL INSPECT THE (E) BUILDING FOR ANY
ADDITIONAL PROBLEMS OR CONCERNS (STRUCTURAL, FINISH,
MECHANICAL, ETC.) WHICH ARE NOT REFLECTED IN THE DRAWINGS &
NOTATIONS AND THEN REPORT ANY FINDINGS TO THE CITY DURING
BID PHASE AND BEFORE PROCEEDING WITH WORK.
46.CONTRACTOR SHALL COVER AND PROTECT LANDSCAPE AREAS AND
PLANTS TO PREVENT DAMAGE DURING EACH WORK DAY. APPLIED
COVER MATERIAL SHALL ALLOW AIRFLOW TO PLANTS.
47.CONTRACTOR SHALL PROVIDE THEIR OWN TOILET FACILITIES FOR
DURATION OF WORK; ON SITE TOILET FACILITIES ARE NOT TO BE
UTILIZED BY CONSTRUCTION STAFF.
No. C-14833
REN. 1/31/25
ARC
HI
T
E
C
T
DESNECIL
FO
E
T
A
T
S
AC L I F O R NIA
ANLA GA
R
A
V
AGLIA
LEAHCIM
REST ROOMS
AC
C
E
S
S
D
R
I
V
E
CARRIAGE
HOUSE
FE
N
C
E
A
R
O
U
N
D
P
R
O
P
E
R
T
Y
GAZEBO
MARSH STREET
CA
T
E
R
I
N
G
KI
T
C
H
E
N
225'-0"
16
2
'
-
0
"
FE
N
C
E
A
R
O
U
N
D
P
R
O
P
E
R
T
Y
FENCE AROUND PROPERTY
FENCE AROUND PROPERTY
BBQ
PA
T
H
WASH HOUSE
(E) GATE
SCALE: 1" = 10'
SITE PLAN
SHEET NOTES
KEY NOTES
1.PROPERTY LINES ARE FROM
ASSESSOR PARCEL MAP, EXISTING
STRUCTURE LOCATION, SITE
FEATURES, & DRIVEWAYS ARE BASED
ON A CITY LANDSCAPE PLAN.
2.(E) TREE LOCATIONS ARE BASED ON
CITY LANDSCAPE PLAN
3.(E) PAVED PEDESTRIAN PATHS ARE TO
REMAIN, UON; ALL PATHS
IMMEDIATELY ADJACENT TO AREA OF
WORK OR USED FOR CREW
CIRCULATION / MATERIAL TRANSPORT
ARE TO BE PROTECTED FOR
DURATION OF SCOPE OF WORK.
4.(E) PICKET FENCING TO REMAIN, UON
5.MATERIALS STORAGE, EXTERIOR
WORK AREA, AND PATH OF TRAVEL
FOR CREW CIRCULATION / MATERIAL
TRANSPORT TO BE COORDINATED
WITH AND APPROVED BY CITY.
COORDINATE SCOPE OF WORK
OF ALL TRADES BEFORE ANY
WORK STARTED.
REF. N
TRUE N
1 (E) HISTORIC HOUSE, TO REMAIN;
SEE PLANS FOR SPECIFIC SCOPE OF
WORK
(E) HISTORIC CARRIAGE HOUSE, TO
REMAIN AND BE PROTECTED FOR
DURATION OF CONSTRUCTION
(E) HISTORIC WASH HOUSE, TO
REMAIN AND BE PROTECTED
(E) CATERER'S KITCHEN, RESTROOM
BUILDING, AND ATTACHED TRELLIS
TO REMAIN AND BE PROTECTED
(E) GAZEBO, TO REMAIN AND BE
PROTECTED
(E) FACETED FENCE IS NOT IN SCOPE
AND IS TO REMAIN AND BE
PROTECTED FOR DURATION OF
CONSTRUCTION
ARBOR/ TRELLIS TO BE
RECONSTRUCTED BASED ON (E)
POST BASE LOCATIONS; EXISTING
SALVAGED ELEMENTS LOCATED AT
CITY CORP YARD ARE TO BE USED
AS TEMPLATES FOR RECREATING
THE REPLACEMENT PARTS; SEE
SHEET A8.04
(E) CURVED LATTICE SCREEN &
BENCH IS NOT IN SCOPE AND IS TO
REMAIN AND BE PROTECTED FOR
DURATION OF CONSTRUCTION
(E) ACCESSIBLE PATH OF TRAVEL
(E) PLANTER TO REMAIN AND BE
PROTECTED FOR DURATION OF
CONSTRUCTION
(E) PLANTING AREAS OF GARDEN TO
REMAIN AND BE PROTECTED,
TYPICAL
(E) LAWN AREA OF GARDEN TO
REMAIN AND BE PROTECTED,
TYPICAL
(E) FIRE SPRINKLER POC INTO HOUSE
TO REMAIN AND BE PROTECTED FOR
DURATION OF CONSTRUCTION
(E) ELECTRICAL METER PANEL TO
REMAIN AND BE PROTECTED FOR
DURATION OF CONSTRUCTION
(E) GAS METER TO REMAIN AND BE
PROTECTED FOR DURATION OF
CONSTRUCTION
2
3
4
5
6
7
8
9
10
11
12
13
14
15
8
3
4
14
15
1
13
9
9
9
5
7
10
2
10
10
6
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MG
HA
AW
AS NOTED
13
SI
T
E
P
L
A
N
3
A1
.
0
1
11
11
11 11
12
12
12
12 JULY 2024
2000075-13
Ja
c
k
H
o
u
s
e
R
o
o
f
,
W
i
d
o
w
s
W
a
l
k
R
e
p
a
i
r
,
a
n
d
A
r
b
o
r
R
e
p
l
a
c
e
m
e
n
t
No. C-14833
REN. 1/31/25
ARC
HI
T
E
C
T
DESNECIL
FO
E
T
A
T
S
AC L I F O R NIA
ANLA GA
R
A
V
A
GLIA
LEAHCIM
2'-0"
10'-10"
18'-4 1/2"17'-10"
0'-2"7'-1"7'-0 1/2"
1'-8"
4'-2"
1'-6"
3'-11"
18 1/2"
3'
-
7
"
7'-8"
4'
-
8
1
/
2
"
1'-7"
5'
-
1
1
"
2'-0"
12 1/2"
10'-11 1/2"22'-6 3/4"
3'-0"
2'
-
2
"
12 1/2"
15
'
-
6
"
LIVING ROOM
DINING ROOM
PORCH
HALL
FOOD
PREPARATION
BUTLER'S
PANTRY
LIBRARY
BEDROOM #2
MASTER
DRESSING ROOM
MASTER
BEDROOM
NURSERY
BATH
STORAGE
BEDROOM #3
BEDROOM #1
12 BATH
7'
-
7
1
/
2
"
DN
DN
18 1/2"
1'-8"
5'
-
1
1
"
ROOF BELOW
12
"
APPROX. 0.6
SQUARE OF
ROOFING
APPROX. 0.46
SQUARE OF
ROOFING
APPROX. 0.46
SQUARE OF
ROOFING
APPROX. 1.0
SQUARE OF
ROOFING
CLO.
CLO.
DN
HALL
ROOF BELOW
APPROX. 2.45
SQUARES OF
ROOFING
HALL
UP
PORCH
ATTIC
ACCESS
LINE OF (E)
ROOF
OVERHANG
ABOVE, TYP.
REF. N
TRUE N
SCALE: 1/4" = 1'-0"
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
SECOND FLOOR PLAN
SHEET NOTES
1.PROTECT IN PLACE ALL EXISTING (E)
ELEMENTS TO REMAIN, TO PREVENT
DAMAGE OF ADJACENT AREAS DURING
CONSTRUCTION WORK.
W/ (N) SHTMTL FLASHING @ ROOF TO
WALL JOINT AT EAVE EDGES ALL TO BE
INSTALLED PER NRCA STANDARDS.
REMOVE (E) MINERAL CAP SHEET
ROOFING MATERIAL, AND FLASHING
DOWN TO (E) WOOD SHEATHING,
REPLACE ANY DAMAGED OR
DETERIORATED SHEATHING AS
REQUIRED TO PROVIDE A PROPER
SUBSTRATE. INSTALL (N) DOUBLE
/$33('&$36+((7522),1*:´
(;32685()520$ ´:,'7+52//
INSTALL GALV SHT MTL BASE &
COUNTER FLASHING AT WALL
INTEGRATED WITH ROOFING AND GALV
SHT MTL EDGE FLASHING PER NRCA
STANDARDS
(E) CONDITIONS OF SHEET METAL TILE
ROOFING TO BE DOCUMENTED IN
WRITING, AND BY PHOTOS THEN
SUBMITTED TO CITY, IDENTIFYING S.F.
AREA OF CORROSION & L.F. OF
SOLDERING/JOINT SEALING. SURFACE
CORROSION TO BE CLEANED, TREATED
WITH RUST CONVERTING SOLUTION,
COATED W/ CORROSION INHIBITIVE
PRIMER, AND THEN REPAINTED W/
COLOR TO MATCH (E). ALL OPEN JOINTS
ARE TO BE SEALED W/ A COMPATIBLE,
PAINTABLE SEALANT AFTER CLEANING
OF SHEET METAL.
CLEAN SURFACE CORROSION ON (E)
SHEET METAL FLASHING & GUTTER AT
ROOF OVERHANG, TREAT WITH RUST
CONVERTING SOLUTION, COAT W/
CORROSION INHIBITIVE PRIMER, AND
THEN REPAINT TO MATCH (E) BY COLOR
NUMBER; WHERE CORROSION IS NOT
REPAIRABLE REPLACE W/ (N) GALV SHT
MTL GUTTER & FLASHING TO MATCH (E)
PROFILE AND FINISH. REMOVE ALL
DEBRIS FROM AND CLEAN GUTTERS,
THEN INSTALL (N) DEBRIS SCREEN O/
ALL GUTTERS TO KEEP OUT TREE
DEBRIS
(E) FIRE SPRINKLER CONNECTIONS TO
REMAIN AND BE PROTECTED FOR
DURATION OF ALL WORK
(E) ELECTRICAL METER PANEL TO
REMAIN AND BE PROTECTED FOR
DURATION OF ALL WORK
(E) DECORATIVE WOOD ROOF RAILING
TO BE REHABILITATED WITH RAILING TO
BE DISASSEMBLED INTO INDIVIDUAL
ELEMENTS & TAGGED FOR SPECIFIC
LOCATION IN ASSEMBLY, AND ALL PAINT
TO BE STRIPPED, METHOD TO BE
DETERMINED BY CONTRACTOR PER
SPECIFICATIONS. AFTER PAINT IS
STRIPPED, PREPARE A SUMMARY LIST
OF HISTORIC RAIL ELEMENTS THAT
WILL NEED TO BE REPLACED IN-KIND,
DUE TO DETERIORATION, AND SUBMIT
TO CITY. ALL REPLACEMENT ELEMENTS
SHALL BE FABRICATED USING THE
SHAPE AND PROFILE OF THE
REMAINING (E) ELEMENTS, THAT ARE TO
BE RE-INSTALLED, AS TEMPLATES.
DUTCHMAN REPAIRS SHOULD BE USED
BEFORE FULL REPLACEMENT OF
ELEMENT. EPOXY WOOD PATCHING
LIMITED TO 1 CUBIC INCH OF VOLUME
PER PATCH FOLLOWING
MANUFACTURER'S MINIMUM THICKNESS
EDGE. ALL REPLACEMENT WOOD MUST
BE NATURALLY WEATHER & PEST
RESISTANT, NO EXPOSED PTDF. SEE
SHT A8.03
(E) PLUMBING PENETRATIONS, AT THIS
LOCATION, TO BE REMOVED, AND
CAPPED IF REQUIRED, THEN PATCH
HOLES IN SHEATHING IN PREPARATION
FOR FLASHING & REROOFING. SEE
DETAIL 3/A8.01.
3
4
5
6
7
8
2.DEMOLISH AND REMOVE COMPLETE
ITEMS NOTED FOR DEMOLITION.REFER
TO ARCHITECTURAL GENERAL NOTES,
AND SPECIFICATIONS FOR ADDITIONAL
DEMOLITION-SPECIFIC REQUIREMENTS.
3.MOVE ITEMS NOTED FOR SALVAGE TO
CITY'S DESIGNATED STORAGE
LOCATION, PROTECTED FROM
WEATHER AND RAISED ABOVE GROUND
SURFACE, UON
4.ALL HORIZONTAL SURFACES ARE TO
+$9(0,1,080´)76/23(72$92,'
STANDING WATER, UON
9
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MG
HA
AW
AS NOTED
13
FL
O
O
R
P
L
A
N
S
4
6
7
1
3
5 9
4
5
8
2
2
2
A2
.
0
1
TYP.
TYP.
BAY
TYP.
BAY
TYP.
BAY
5.ALL SHEET METAL JOINTS TO BE
SOLDERED OR SEALED TO BE
WEATHER TIGHT FOLLOWING SMACNA
STANDARDS.
6.ALL ROOF TO WALL JOINTS MUST BE
PROPERLY FLASHED WEATHER TIGHT.
7.ALL (E) HISTORIC WINDOWS & DOORS,
TRIM & OTHER SIMILAR ELEMENTS ARE
TO REMAIN IN PLACE & BE PROTECTED
FROM DAMAGE FOR THE DURATION OF
CONSTRUCTION, UON.
8.ALL WORK ON HISTORIC ELEMENTS IS
TO FOLLOW THE SECRETARY OF THE
INTERIOR'S STANDARDS. SEE SHEET
A-0.01 FOR STANDARDS AND LINK TO
ADDITIONAL INFORMATION.
9.AREAS OF ROOFING NOTED ARE
APPROXIMATE FOR REFERENCE ONLY
FOR PURPOSES OF BIDDING. FINAL
ACTUAL AREA QUANTITIES MUST BE
FIELD MEASURED BY CONTRACTOR.
10.ALL DIMENSIONS SHOWN ARE FOR
REFERENCE ONLY AND NEED TO BE
VERIFIED IN FIELD PRIOR TO BEING
USED FOR AREA/QUANTITY
DETERMINATION.
11.COORDINATE SCOPE OF WORK OF ALL
TRADES BEFORE ANY WORK STARTED.
KEY NOTES
1 (E) CRAWL SPACE ACCESS TO REMAIN
REMOVE ALL (E) ROLL ROOFING
MATERIALS, AND FLASHING DOWN TO
(E) WOOD SHEATHING, REPLACE ANY
DAMAGED OR DETERIORATED
SHEATHING AS REQUIRED TO PROVIDE
A PROPER SUBSTRATE. INSTALL (N)
&/$66³$´&2036+,1*/(522),1*2
ROOFING FELT PER NRCA STANDARDS
2
ESTIMATED QUANTITIES CHART
ELEMENT S.F.(DEMO+REPLACE) SPEC SEC.
ROOFING
OCTAGONAL BAY (2)2@46 EA.073113, 076200, 079200
RECTANGULAR BAY 60 073113, 076200, 079200
REAR PORCH ROOF 100 075200, 076200, 079200
FRONT PORCH (METAL)245 (REPAIR ONLY)076100, 076200, 079200
GUTTER L.F.(CLEAN/REPLACE)
FRONT PORCH ROOF 54 / 5 076200, 079200
12 JULY 2024
2000075-13
Ja
c
k
H
o
u
s
e
R
o
o
f
,
W
i
d
o
w
s
W
a
l
k
R
e
p
a
i
r
,
a
n
d
A
r
b
o
r
R
e
p
l
a
c
e
m
e
n
t
No. C-14833
REN. 1/31/25
ARC
HI
T
E
C
T
DESNECIL
FO
E
T
A
T
S
AC L I F O R NIA
ANLA GA
R
A
V
A
GLIA
LEAHCIM
COORD. W/ RAFTER SPACE, TYP.
APPROX. 2.0 SQUARES
OF ROOFING
APPROX. 3.00
SQUARES OF
ROOFING
APPROX. 15.50
SQUARES OF
ROOFING
UP
ALIGN W/
SHINGLE
COURSE
REF. N
TRUE N
SCALE: 1/4" = 1'-0"
(E) FOUNDATION PLAN - REF. ONLY
SCALE: 1/4" = 1'-0"
ROOF PLAN
KEY NOTES
1 REMOVE (E) WOOD SHINGLES ROOFING
MATERIALS, AND FLASHING DOWN TO (E)
PLYWOOD SHEATHING, REPLACE ANY DAMAGED
OR DETERIORATED PLYWOOD AS REQUIRED TO
PROVIDE A PROPER SUBSTRATE. PREP FOR
INSTALLATION OF (N) FIRE RETARDANT
TREATED CEDAR SHINGLES.
REMOVE (E) CAP SHEET PATCH ROOFING
MATERIALS, AND FLASHING DOWN TO (E)
PLYWOOD SHEATHING, REPLACE ANY DAMAGED
OR DETERIORATED PLYWOOD AS REQUIRED TO
PROVIDE A PROPER SUBSTRATE. PREP FOR
INSTALLATION OF (N) FIRE RETARDANT
TREATED CEDAR SHINGLES.
,167$// 1 &/$66´%´),5(5(7$5'$17
TREATED CEDAR SHINGLES O/ VENTILATION
0$72522),1*)(/72´7<3(³;´*<3
SHEATHING O/ (E) PLYWOOD SHEATHING.
1.PROTECT IN PLACE ALL EXISTING (E)
ELEMENTS TO REMAIN, TO PREVENT
DAMAGE OF ADJACENT AREAS DURING
CONSTRUCTION WORK.
2.DEMOLISH AND REMOVE COMPLETE
ITEMS NOTED FOR DEMOLITION. REFER
TO ARCHITECTURAL GENERAL NOTES,
AND SPECIFICATIONS FOR ADDITIONAL
DEMOLITION-SPECIFIC REQUIREMENTS
3.MOVE ITEMS NOTED FOR SALVAGE TO
CITY'S DESIGNATED STORAGE
LOCATION, PROTECTED FROM
WEATHER AND RAISED ABOVE GROUND
SURFACE, UON
4.ALL HORIZONTAL SURFACES ARE TO
+$9(0,1,080´)76/23(72$92,'
STANDING WATER, UON.
5.ALL SHEET METAL
JOINTS TO BE SOLDERED
OR SEALED TO BE
WEATHERTIGHT
FOLLOWING SMACNA
STANDARDS.
2
2
2
1
9
8
12
1
8
9
11
1
10
10
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MG
HA
AW
AS NOTED
13
FO
U
N
D
A
T
I
O
N
&
R
O
O
F
P
L
A
N
S
5
3
33
3
3
3
TYP.
TYP.
SIM.
CHIMNEY
FLASHING
13
TYP.
17
SHEET NOTES
A2
.
0
2
15
14
TYP.
OF 7
TYP.
16
TYP.
ATTIC VENTILATION
(E) ATTIC AREA = 1,668 SF
USE 1 / 300 FOR HIGH AND LOW VENTS
1,668/300= 5.56 SF TOTAL VENT AREA REQUIRED
5.56/2= 2.78 SF @ HIGH AND LOW (50/50)
( +,*+9(17,6´[´&/($5 6)
5.56-2.25= 3.31 SF REQ'D AREA FOR LOW VENTS.
USE 7 LOW VENTS OF APPROX 72 SQ. IN. CLEAR
VENT AREA EACH
6 6
TYP.
TYP.
TYP.
TYP.
TYP.
5
TYP.
ESTIMATED QUANTITIES CHART
ELEMENT S.F.(DEMO+REPLACE) SPEC SEC.
ROOFING
REAR BATH / STOR. ROOF 200 075200, 076200, 079200
MAIN -WOOD SHINGLE 1550 073129, 076200, 079200
MAIN - LOW SLOPE 300 075200, 076200, 079200
MAIN - CAPPATCH 415 (DEMO ONLY) 024119, 024290
GUTTER L.F.(CLEAN/REPLACE)
MAIN ROOF 170 / 20 076200, 079200
6.ALL PLUMBING AND MECHANICAL
PENETRATIONS MUST BE FLASHED
WEATHERTIGHT TO ROOF ASSEMBLY
PER SMACNA STANDARDS.
7.PROVIDE REQUIRED HIGH /LOW ATTIC
VENTILATION, PER CBC SECTION
1202.2.1 W/ FREE AREA NOT LESS THAN
1/300 OF ATTIC AREA.
8.ALL WORK ON HISTORIC ELEMENTS IS
TO FOLLOW THE SECRETARY OF THE
INTERIOR'S STANDARDS. SEE SHEET
A-0.01 FOR STANDARDS AND LINK TO
ADDITIONAL INFORMATION.
9.AREAS OF ROOFING NOTED ARE
APPROXIMATE FOR REFERENCE ONLY
FOR PURPOSES OF BIDDING. FINAL
ACTUAL AREA QUANTITIES MUST BE
FIELD MEASURED BY CONTRACTOR.
10.ALL DIMENSIONS SHOWN ARE FOR
REFERENCE ONLY AND NEED TO BE
VERIFIED IN FIELD PRIOR TO BEING
USED FOR AREA/QUANTITY
DETERMINATION.
11.COORDINATE SCOPE OF WORK OF ALL
TRADES BEFORE ANY WORK STARTED.
REMOVE & REPLACE (E) MINERAL CAP
SHEET ROOFING MATERIALS, AND
FLASHING.
PROVIDE STEEL ANGLE RISERS SET IN
PITCH PANS FOR (E) STEEL ANGLE
CHIMNEY BRACES AND RECONNECT
BRACES ABOVE PITCH PAN.
(E) STEEL ANGLE CHIMNEY BRACES TO
REMAIN.
NOT USED
PROVIDE AND INSTALL (N) STEPPED
HOT DIPPED GALV SHEET METAL
COUNTER FLASHING AT CHIMNEY, SET
INTO RAKED AND CLEANED OUT
MORTAR JOINT W/ HOOKED METAL
EDGE, THEN FILL JOINT WITH SPECIFIED
SEALANT.
4
2
5
6
8
PROVIDE AND INSTALL (N) HOT DIPPED,
SOLDERED, GALV SHEET METAL CAP
EXTENDED OVER (E) CHIMNEY BRACE BAND
AND BRACE ANGLE CONNECTIONS. FINISH
TO MATCH BRICK COLOR. SEE DTL 20/A8.01
PROVIDE AND INSTALL (N) HOT DIPPED,
SOLDERED, GALV SHT MTL CRICKET W/ GALV
SHT MTL COUNTER FLASHING SET INTO
MORTAR JOINT W/ HOOKED METAL EDGE,
THEN FILL JOINT W/ SEALANT. SEE DTLS
10/A8.01 & 20/A8.01
(E) ROOF ACCESS HATCH TO REMAIN. FLASH
(N) MINERAL CAP SHEET ROOFING TO (E)
CURB
(E) DECORATIVE WOOD ROOF RAILING TO BE
REHABILITATED WITH RAILING TO BE
DISASSEMBLED INTO INDIVIDUAL ELEMENTS
& TAGGED FOR SPECIFIC LOCATION IN
ASSEMBLY, AND ALL PAINT TO BE STRIPPED,
METHOD TO BE DETERMINED BY
CONTRACTOR PER SPECIFICATIONS. AFTER
PAINT IS STRIPPED, PREPARE A SUMMARY
LIST OF HISTORIC RAIL ELEMENTS THAT WILL
NEED TO BE REPLACED IN-KIND, DUE TO
DETERIORATION, AND SUBMIT TO CITY. ALL
REPLACEMENT ELEMENTS SHALL BE
FABRICATED USING THE SHAPE AND
PROFILE OF THE REMAINING (E) ELEMENTS,
THAT ARE TO BE RE-INSTALLED, AS
TEMPLATES. DUTCHMAN REPAIRS SHOULD
BE USED BEFORE FULL REPLACEMENT OF
ELEMENT. EPOXY WOOD PATCHING LIMITED
TO 1 CUBIC INCH OF VOLUME PER PATCH
FOLLOWING MANUFACTURER'S MINIMUM
THICKNESS EDGE. ALL REPLACEMENT WOOD
MUST BE NATURALLY WEATHER & PEST
RESISTANT, NO EXPOSED PTDF. SEE SHT
A8.03
(E) HIGH ROOF VENT TO HAVE (N) LOUVERED
SCREENED VENTS INSTALLED (MATCHING
EXISTING OPENING SIZE) @ ALL 4 FACES,
JOINTS SEALED, REPAINTED. PROPERLY
FLASH THE VENT TO (N) LOW SLOPE
ROOFING SYSTEM.
INSTALL PAINTED (N) LOW-PROFILE SHT MTL
LOW ROOF VENTS OPENING TO ATTIC, TYP
OF 7. ALIGNMENT OF LOWER VENT EDGE
SHALL BE COORDINATED W/ SHINGLE
COURSES, TYP. AT ALL LOCATIONS.
REMOVE (E) CAP SHEET ROOFING AND
FLASHING DOWN TO (E) WOOD SHEATHING,
REPLACE ANY DAMAGED OR DETERIORATED
SHEATHING AS REQUIRED TO PROVIDE A
PROPER SUBSTRATE. INSTALL (N) DOUBLE
/$33('&/$66³$´0,1(5$/&$36+((7
522),1*:´(;32685()520$ ´
WIDTH ROLL. INSTALL GALV SHT MTL BASE &
COUNTER FLASHING AT WALL INTEGRATED
WITH ROOFING AND GALV SHT MTL EDGE
FLASHING PER NRCA STANDARDS
REMOVE (E) CAP SHEET ROOFING
MATERIALS AND FLASHING DOWN TO (E)
SHEATHING, REPLACE ANY DAMAGED OR
DETERIORATED SHEATHING AS REQUIRED
TO PROVIDE A PROPER SUBSTRATE. INSTALL
1 &/$66³$´0,1(5$/&$36+((7,1*52//
ROOFING SLOPED TO DRAIN @ ALL 4 EDGES
SURFACE CORROSION ON (E) GUTTER &
TRANSITION FLASHING TO BE CLEANED,
TREATED WITH RUST CONVERTING
SOLUTION, COATED W/ CORROSION
INHIBITIVE PRIMER, RECOAT INTERIOR, AND
THEN REPAINT W/ COLOR TO MATCH (E). ALL
OPEN JOINTS ARE TO BE SEALED W/ A
COMPATIBLE, PAINTABLE SEALANT AFTER
CLEANING OF SHT MTL. IF GUTTER HAS
THROUGH-CORROSION, REPLACE
CORRODED GUTTER SECTION W/ (N) METAL
GUTTER SECTION THAT MATCHES (E)
MATERIAL, PROFILE, AND FINISH. SOLDER IN
(N) SECTION TO BE WATERTIGHT. REMOVE
ALL DEBRIS FROM AND CLEAN GUTTERS,
THEN INSTALL (N) DEBRIS SCREEN O/ ALL
GUTTERS TO KEEP OUT TREE DEBRIS
9
10
11
12
13
14
15
16
17
12 JULY 2024
2000075-13
3
7
Ja
c
k
H
o
u
s
e
R
o
o
f
,
W
i
d
o
w
s
W
a
l
k
R
e
p
a
i
r
,
a
n
d
A
r
b
o
r
R
e
p
l
a
c
e
m
e
n
t
13
'
-
3
1
/
2
"
3'
-
1
0
"
26
'
-
4
"
3'
-
0
"
6'
-
5
"
12
'
-
0
1
/
2
"
2ND FLOOR
FLOOR LINE FLR. LN
CLG.
CLG.
1'
-
0
"
SCALE: 1/4" = 1'-0"
SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
EAST ELEVATION
SHEET NOTES KEY NOTES
1 REMOVE (E) WOOD SHINGLE ROOFING
AND FLASHING DOWN TO (E)
SHEATHING, REPLACE ANY DAMAGED
OR DETERIORATED SHEATHING AS
REQUIRED TO PROVIDE A PROPER
SUBSTRATE. PREP FOR NEW ROOFING.
REMOVE (E) CAP SHEET PATCH
ROOFING AND FLASHING DOWN TO (E)
SHEATHING, REPLACE ANY DAMAGED
OR DETERIORATED SHEATHING AS
REQUIRED TO PROVIDE A PROPER
SUBSTRATE. PREP FOR NEW ROOFING.
,167$// 1 &/$66´%´),5(5(7$5'$17
TREATED CEDAR SHINGLES O/
VENTILATION MAT, O/ ROOFING FELT O/
´7<3(³;´*<36+($7+,1*2 (
PLYWOOD SHEATHING.
(E) SHEET METAL BASE FLASHING AND
GUTTER TO BE CLEANED, RECOATED,
AND REPAINTED W/ CORROSION
INHIBITIVE PRIMER, AND FINISH COATS.
REMOVE ALL DEBRIS FROM AND CLEAN
GUTTERS, THEN RESEAL/RESOLDER
ANY OPEN JOINTS.
1.PROTECT IN PLACE ALL EXISTING (E)
ELEMENTS TO REMAIN, TO PREVENT
DAMAGE OF ADJACENT AREAS DURING
CONSTRUCTION WORK.
2.DEMOLISH AND REMOVE COMPLETE
ITEMS NOTED FOR DEMOLITION. REFER
TO ARCHITECTURAL GENERAL NOTES,
AND SPECIFICATIONS FOR ADDITIONAL
DEMOLITION-SPECIFIC REQUIREMENTS.
3.MOVE ITEMS NOTED FOR SALVAGE TO
CITY'S DESIGNATED STORAGE
LOCATION, PROTECTED FROM
WEATHER AND RAISED ABOVE GROUND
SURFACE, UON.
4.ALL SHEET METAL JOINTS TO BE
SOLDERED OR SEALED TO BE
WEATHERTIGHT FOLLOWING SMACNA
STANDARDS.
5.ALL ROOF TO WALL JOINTS MUST BE
PROPERLY FLASHED WEATHERTIGHT.
6.ALL (E) HISTORIC WINDOWS & DOORS,
TRIM & OTHER SIMILAR ELEMENTS ARE
TO REMAIN IN PLACE & BE PROTECTED
FROM DAMAGE FOR THE DURATION OF
CONSTRUCTION, UON.
2
3
4
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MG
HA
AW
AS NOTED
13
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
6
1010
11
2 3 1 3
11
10
A3
.
0
1
5
7
8
13
5
76
56
7
6
5 8
8
11
7
12
12
9
TYP.
14
32
TYP.
TYP.
14
TYP.
TYP.
TYP.
14
1313
4
TYP.
TYP.TYP.
TYP.
TYP.
4
7.ALL WORK ON HISTORIC ELEMENTS IS
TO FOLLOW THE SECRETARY OF THE
INTERIOR'S STANDARDS. SEE SHEET
A-0.01 FOR STANDARDS AND LINK TO
ADDITIONAL INFORMATION.
8.ALL DIMENSIONS SHOWN ARE FOR
REFERENCE ONLY AND NEED TO BE
VERIFIED IN FIELD PRIOR TO BEING
USED FOR AREA/QUANTITY
DETERMINATION.
9.ONCE REPAIRED AND AFTER
COMPLETING SURFACE PREP, ALL
RAILING & TRIM TO BE PRIMED AND
PAINTED PER SPECIFICATIONS W/
SELECTED COLOR SCHEME.
10.PROVIDE REQUIRED HIGH / LOW ATTIC
VENTILATION, PER CBC SECTION
1202.2.1 W/ FREE AREA NOT LESS THAN
1/300 OF ATTIC AREA.
11.COORDINATE SCOPE OF WORK OF ALL
TRADES BEFORE ANY WORK STARTED.
(E) CONDITIONS OF SHEET METAL TILE
ROOFING TO BE DOCUMENTED IN
WRITING, AND BY PHOTOS THEN
SUBMITTED TO CITY, IDENTIFYING S.F.
AREA OF CORROSION & L.F. OF
SOLDERING/JOINT SEALING. SURFACE
CORROSION TO BE CLEANED, TREATED
WITH RUST CONVERTING SOLUTION,
COATED W/ CORROSION INHIBITIVE
PRIMER, AND THEN REPAINTED W/
COLOR TO MATCH (E). ALL OPEN JOINTS
ARE TO BE SEALED W/ A COMPATIBLE,
PAINTABLE SEALANT AFTER CLEANING
OF SHEET METAL.
(E) DECORATIVE WOOD ROOF RAILING
TO BE REHABILITATED WITH RAILING TO
BE DISASSEMBLED INTO INDIVIDUAL
ELEMENTS & TAGGED FOR SPECIFIC
LOCATION IN ASSEMBLY, AND ALL PAINT
TO BE STRIPPED, METHOD TO BE
DETERMINED BY CONTRACTOR PER
SPECIFICATIONS. AFTER PAINT IS
STRIPPED, PREPARE A SUMMARY LIST
OF HISTORIC RAIL ELEMENTS THAT
WILL NEED TO BE REPLACED IN-KIND,
DUE TO DETERIORATION, AND SUBMIT
TO CITY. ALL REPLACEMENT ELEMENTS
SHALL BE FABRICATED USING THE
SHAPE AND PROFILE OF THE
REMAINING (E) ELEMENTS, THAT ARE
TO BE RE-INSTALLED, AS TEMPLATES.
DUTCHMAN REPAIRS SHOULD BE USED
BEFORE FULL REPLACEMENT OF
ELEMENT. EPOXY WOOD PATCHING
LIMITED TO 1 CUBIC INCH OF VOLUME
PER PATCH FOLLOWING
MANUFACTURER'S MINIMUM THICKNESS
EDGE. ALL REPLACEMENT WOOD MUST
BE NATURALLY WEATHER & PEST
RESISTANT, NO EXPOSED PTDF. SEE
SHT A8.03.
6
7
PROVIDE AND INSTALL (N) STEPPED
HOT DIPPED GALV SHEET METAL
COUNTER FLASHING AT CHIMNEY, SET
INTO RAKED AND CLEANED OUT
MORTAR JOINT W/ HOOKED METAL
EDGE, THEN FILL JOINT WITH SPECIFIED
SEALANT. SEE DETAIL 10/A8.01.
INSPECT (E) SHEET METAL RWL FOR
PROPER ATTACHMENT, AND
WATERTIGHTNESS. REPLACE DAMAGED
OR DETERIORATED SECTIONS IN-KIND,
MATCHING PROFILE, MATERIAL &
FINISH. RWL OUTLET TO BE CENTERED
DIRECTLY OVER (E) STORM WATER
DRAINAGE SYSTEM INLETS
MAINTAINING AIR GAP, TYP.
REMOVE ALL (E) ROLL ROOFING AND
FLASHING DOWN TO (E) WOOD
6+($7+,1*,167$// 1 &/$66³$´
COMP SHINGLE ROOFING O/ ROOFING
FELT W/ (N) SHT MTL FLASHING @ ROOF
TO WALL JOINT AND AT EAVE EDGES.
8
9
10
CONTRACTOR TO HAVE A CHEMICAL
ANALYSIS CONDUCTED ON HISTORIC
MORTAR TO DETERMINE (E) MIX, WHICH
WILL BE USED FOR REPOINTING.
REPOINT ALL EXISTING MORTAR
JOINTS; REPOINT JOINTS W/ MIX
MORTAR MATCHING HISTORIC MIX. SEE
11/A8.01
(E) HIGH ROOF VENT TO HAVE (N)
LOUVERED SCREENED VENTS
INSTALLED (MATCHING EXISTING
OPENING SIZE) @ ALL 4 FACES, JOINTS
SEALED, REPAINTED. PROPERLY FLASH
THE VENT TO (N) LOW SLOPE ROOFING
SYSTEM.
INSTALL PAINTED (N) LOW-PROFILE SHT
MTL LOW ROOF VENTS, TYP OF 7.
PLACEMENT SHALL BE COORDINATED
W/ SHINGLE COURSES
PROVIDE AND INSTALL (N) HOT DIPPED,
SOLDERED, GALV SHEET METAL CAP
EXTENDED OVER (E) CHIMNEY BRACE
BAND AND BRACE ANGLE
CONNECTIONS. FINISH TO MATCH BRICK
COLOR. SEE DTL 20/A8.01
11
12
14
13
12 JULY 2024
2000075-13
Ja
c
k
H
o
u
s
e
R
o
o
f
,
W
i
d
o
w
s
W
a
l
k
R
e
p
a
i
r
,
a
n
d
A
r
b
o
r
R
e
p
l
a
c
e
m
e
n
t
No. C-14833
REN. 1/31/25
ARC
HI
T
E
C
T
DESNECIL
FO
E
T
A
T
S
AC L I F O R NIA
ANLA GA
R
A
V
A
GLIA
LEAHCIM
3'
-
4
1
/
2
"
CLG.
3'
-
9
1
/
2
"
12
'
-
0
1
/
2
"
CLG.
3'
-
2
"
6'
-
5
"
6'
-
5
"
14
'
-
3
1
/
2
"
12
'
-
0
1
/
2
"
14
'
-
3
1
/
2
"
FLR. LNFLOOR LINE
SCALE: 1/4" = 1'-0"
NORTH ELEVATION
SCALE: 1/4" = 1'-0"
WEST ELEVATION
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MG
HA
AW
AS NOTED
13
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
7
11
31
TYP.
11
SIM.
OPP. HAND
10 10
2 313
A3
.
0
2
7
11
8
5
5
6
7
8
5
7
8
12 12
9
9
14
TYP.
14 14
TYP.
9
13 13 1313
4
TYP.
4
4
TYP.
12 JULY 2024
2000075-13
SHEET NOTES KEY NOTES
1 REMOVE (E) WOOD SHINGLE ROOFING
AND FLASHING DOWN TO (E)
SHEATHING, REPLACE ANY DAMAGED
OR DETERIORATED SHEATHING AS
REQUIRED TO PROVIDE A PROPER
SUBSTRATE. PREP FOR NEW ROOFING.
REMOVE (E) CAP SHEET PATCH
ROOFING AND FLASHING DOWN TO (E)
SHEATHING, REPLACE ANY DAMAGED
OR DETERIORATED SHEATHING AS
REQUIRED TO PROVIDE A PROPER
SUBSTRATE. PREP FOR NEW ROOFING.
,167$// 1 &/$66´%´),5(5(7$5'$17
TREATED CEDAR SHINGLES O/
VENTILATION MAT, O/ ROOFING FELT O/
´7<3(³;´*<36+($7+,1*2 (
PLYWOOD SHEATHING.
(E) SHEET METAL BASE FLASHING AND
GUTTER TO BE CLEANED, RECOATED,
AND REPAINTED W/ CORROSION
INHIBITIVE PRIMER, AND FINISH COATS.
REMOVE ALL DEBRIS FROM AND CLEAN
GUTTERS, THEN INSTALL (N) DEBRIS
SCREEN O/ ALL GUTTERS TO KEEP OUT
TREE DEBRIS.
(E) CONDITIONS OF SHEET METAL TILE
ROOFING TO BE DOCUMENTED IN
WRITING, AND BY PHOTOS THEN
SUBMITTED TO CITY, IDENTIFYING S.F.
AREA OF CORROSION & L.F. OF
SOLDERING/JOINT SEALING. SURFACE
CORROSION TO BE CLEANED, TREATED
WITH RUST CONVERTING SOLUTION,
1.PROTECT IN PLACE ALL EXISTING (E)
ELEMENTS TO REMAIN, TO PREVENT
DAMAGE OF ADJACENT AREAS DURING
CONSTRUCTION WORK.
2.DEMOLISH AND REMOVE COMPLETE
ITEMS NOTED FOR DEMOLITION. REFER
TO ARCHITECTURAL GENERAL NOTES,
AND SPECIFICATIONS FOR ADDITIONAL
DEMOLITION-SPECIFIC REQUIREMENTS.
3.MOVE ITEMS NOTED FOR SALVAGE TO
CITY'S DESIGNATED STORAGE
LOCATION, PROTECTED FROM
WEATHER AND RAISED ABOVE GROUND
SURFACE, UON.
4.ALL SHEET METAL JOINTS TO BE
SOLDERED OR SEALED TO BE
WEATHERTIGHT FOLLOWING SMACNA
STANDARDS.
5.ALL ROOF TO WALL JOINTS MUST BE
PROPERLY FLASHED WEATHERTIGHT.
6.ALL (E) HISTORIC WINDOWS & DOORS,
TRIM & OTHER SIMILAR ELEMENTS ARE
TO REMAIN IN PLACE & BE PROTECTED
FROM DAMAGE FOR THE DURATION OF
CONSTRUCTION, UON.
2
3
4
5
7.ALL WORK ON HISTORIC ELEMENTS IS
TO FOLLOW THE SECRETARY OF THE
INTERIOR'S STANDARDS. SEE SHEET
A-0.01 FOR STANDARDS AND LINK TO
ADDITIONAL INFORMATION.
8.ALL DIMENSIONS SHOWN ARE FOR
REFERENCE ONLY AND NEED TO BE
VERIFIED IN FIELD PRIOR TO BEING
USED FOR AREA/QUANTITY
DETERMINATION.
9.ONCE REPAIRED AND AFTER
COMPLETING SURFACE PREP, ALL
RAILING & TRIM TO BE PRIMED AND
PAINTED PER SPECIFICATIONS W/
SELECTED COLOR SCHEME.
10.PROVIDE REQUIRED HIGH / LOW ATTIC
VENTILATION, PER CBC SECTION
1202.2.1 W/ FREE AREA NOT LESS THAN
1/300 OF ATTIC AREA.
11.COORDINATE SCOPE OF WORK OF ALL
TRADES BEFORE ANY WORK STARTED.
COATED W/ CORROSION INHIBITIVE
PRIMER, AND THEN REPAINTED W/
COLOR TO MATCH (E). ALL OPEN JOINTS
ARE TO BE SEALED W/ A COMPATIBLE,
PAINTABLE SEALANT AFTER CLEANING
OF SHEET METAL.
(E) DECORATIVE WOOD ROOF RAILING
TO BE REHABILITATED WITH RAILING TO
BE DISASSEMBLED INTO INDIVIDUAL
ELEMENTS & TAGGED FOR SPECIFIC
LOCATION IN ASSEMBLY, AND ALL PAINT
TO BE STRIPPED, METHOD TO BE
DETERMINED BY CONTRACTOR PER
SPECIFICATIONS. AFTER PAINT IS
STRIPPED, PREPARE A SUMMARY LIST
OF HISTORIC RAIL ELEMENTS THAT
WILL NEED TO BE REPLACED IN-KIND,
DUE TO DETERIORATION, AND SUBMIT
TO CITY. ALL REPLACEMENT ELEMENTS
SHALL BE FABRICATED USING THE
SHAPE AND PROFILE OF THE
REMAINING (E) ELEMENTS, THAT ARE
TO BE RE-INSTALLED, AS TEMPLATES.
DUTCHMAN REPAIRS SHOULD BE USED
BEFORE FULL REPLACEMENT OF
ELEMENT. EPOXY WOOD PATCHING
LIMITED TO 1 CUBIC INCH OF VOLUME
PER PATCH FOLLOWING
MANUFACTURER'S MINIMUM THICKNESS
EDGE. ALL REPLACEMENT WOOD MUST
BE NATURALLY WEATHER & PEST
RESISTANT, NO EXPOSED PTDF. SEE
SHT A8.03.
7
PROVIDE AND INSTALL (N) STEPPED
HOT DIPPED GALV SHEET METAL
COUNTER FLASHING AT CHIMNEY, SET
INTO RAKED AND CLEANED OUT
MORTAR JOINT W/ HOOKED METAL
EDGE, THEN FILL JOINT WITH SPECIFIED
SEALANT. SEE DETAIL 10/A8.01.
INSPECT (E) SHEET METAL RWL FOR
PROPER ATTACHMENT, AND
WATERTIGHTNESS. REPLACE DAMAGED
OR DETERIORATED SECTIONS IN-KIND,
MATCHING PROFILE, MATERIAL &
FINISH. RWL OUTLET TO BE CENTERED
DIRECTLY OVER (E) STORM WATER
DRAINAGE SYSTEM INLETS
MAINTAINING AIR GAP, TYP.
REMOVE ALL (E) ROLL ROOFING AND
FLASHING DOWN TO (E) WOOD
6+($7+,1*,167$// 1 &/$66³$´
COMP SHINGLE ROOFING O/ ROOFING
FELT W/ (N) SHT MTL FLASHING @ ROOF
TO WALL JOINT AND AT EAVE EDGES.
8
9
10
CONTRACTOR TO HAVE A CHEMICAL
ANALYSIS CONDUCTED ON HISTORIC
MORTAR TO DETERMINE (E) MIX, WHICH
WILL BE USED FOR REPOINTING.
REPOINT ALL EXISTING MORTAR
JOINTS; REPOINT JOINTS W/ MIX
MORTAR MATCHING HISTORIC MIX. SEE
11/A8.01
(E) HIGH ROOF VENT TO HAVE (N)
LOUVERED SCREENED VENTS
INSTALLED (MATCHING EXISTING
OPENING SIZE) @ ALL 4 FACES, JOINTS
SEALED, REPAINTED. PROPERLY FLASH
THE VENT TO (N) LOW SLOPE ROOFING
SYSTEM.
INSTALL PAINTED (N) LOW-PROFILE SHT
MTL LOW ROOF VENTS, TYP OF 7.
PLACEMENT SHALL BE COORDINATED
W/ SHINGLE COURSES
PROVIDE AND INSTALL (N) HOT DIPPED,
SOLDERED, GALV SHEET METAL CAP
EXTENDED OVER (E) CHIMNEY BRACE
BAND AND BRACE ANGLE
CONNECTIONS. FINISH TO MATCH BRICK
COLOR. SEE DTL 20/A8.01
11
12
14
13
6
Ja
c
k
H
o
u
s
e
R
o
o
f
,
W
i
d
o
w
s
W
a
l
k
R
e
p
a
i
r
,
a
n
d
A
r
b
o
r
R
e
p
l
a
c
e
m
e
n
t
No. C-14833
REN. 1/31/25
ARC
HI
T
E
C
T
DESNECIL
FO
E
T
A
T
S
AC L I F O R NIA
ANLA GA
R
A
V
A
GLIA
LEAHCIM
4"
1"
5 7/8"
(E) 1 x LAP SIDING
(N) CLASS "A" COMP.
SHINGLES O/ W.P.
MEMBRANE
ICE AND WATER
SHIELD W.P.
MEMBRANE ON (E)
PLYWD. SHEATHING
LAPPED UP WALL 4"
PAINTABLE SEALANT
GALV. SHT. MTL.
COUNTER FLASHING
ADD SOLID FILL @
LAP JOINT BEHIND
FLASHING
3"
(E) WOOD LAP SIDING
PAINTABLE
SEALANT, TYP.
COUNTER FLASHING,
SEE DTL 5/A8.01
FILL LAP JT. W/
SOLID FILLER
(N) MINERAL CAP
SHEET ROLL ROOFING
LAP ROOFING FELT
O/ BASE FLASHING
GALV. SHT. MTL.
BASE FLASHING
(E) PLYWD.
SHEATHING O/ (E)
T&G SOFFIT BOARDS
4"
(N) WOOD SHINGLE
CAP O/ VENT MAT
(N) 5/8" TYP. "X"
GYP. SHEATHING
(E) 1x SKIP SHEATHING
(E) ROOF
FRAMING(E) 1/2" PLYWD
SHEATHING
(N) ROOFING FELT
O/ GYP. SHEATHING
(N) VENT MAT O/
ROOFING FELT
(N) FIRE RETARDANT
TREATED CEDAR SHINGLES
W/5" EXPOSURE O/
VENTILATION MAT
(E) SHT. METAL
FLASHING
CLASS "A" COMP.
SHINGLES
(E) 1/2" EXT.
PLYWOOD O/ 1x SKIP.
SHEATHING
ICE AND WATER
SHIELD @ EAVE
UP 24"
1"
ROOF FELT ON (N) GYP.
SHEATHING
CLASS "B" FIRE RETARDANT
TREATED CEDAR SHINGLES
W/ 5" EXPOSURE O/ VENT
MAT O/ W.P. MEMBRANE
(E) FRAMING
5/8" TYPE "X" GYP
SHEATHING
VENTILATION MAT
(E) PLYWOOD
SHEATHING
(N) GALV. SHT. MTL.
BASE FLASHING
4"
3"
(E) 1x SKIP
SHEATHING
(E) WD.
SIDING/
TRIM
INSTALL
SEALANT
(N)
COUNTER
FLASHING
SEE DETAIL
5/A8.01
(N) GRANULATED
CAP SHEET ROLL
ROOFING LAPPED O/
BASE FLASHING
1/2" SEALANT JT.
@ PERIM.
GAP FILLED W/
SEALANT O/ CLOSED
CELL BACKER
(E) WOOD CLADDING
REATTACHED
PRE MANUFACTURED
STL POST (RHINO RAILS)
w/ HT. TRIMMED TO FIT
& TOP CAP w/ FLASHING
(N) GALV. SHT.
MTL. COLLARED
FLASHING O/
BASE
(E) SHEATHING
(N) 4 x BLOCKING
BELOW POST w/ MTL.
HANGERS EACH END
4"
4"4"
THROUGH M.B.
TYP. 4
(N) PTDF NAILERS,
@ 16" O.C. TYP.
6"2"
4"
D
E
E
P
4"
(E) CHIMNEY
BRACE TYP OF 3
(N) MINERAL
CAP SHEET
ROLL ROOFING
LAPPED O/
PITCH PAN
FLANGE, TYP.
FILL PAN W/
POURABLE
SEALANT TO LIP
(N) BRACKET FROM
4"x6"x3/16" STL.
ANGLE W/6" VERT.
LEG
CLR. MIN., TYP.
(N) GALV SHT.
MTL. PITCH PAN
SET O/ ROOFING
FELT
(E) ROOF
SHEATHING
4 x BLOCKING w/
MTL. HANGERS @
EACH END
1/2" M.B.
(E) SHT. METAL
FLASHING
SEAL TOP EDGE OF SHT.
MTL.FLASHING W/ STRIP OF
ICE & WATER SHIELD
FIRE RETARDANT TREATED-CEDAR
SHINGLES (CLASS "B") W/ 5" EXPOSURE
O/ VENT MAT O/ W.P. MEMBRANE
SHINGLE VENTILATION MAT
(N) 5/8" TYPE "X" GYP
SHEATHING O/ (E)
1/2" EXT.
PLYWOOD O/ (E)
1X SKIP SHEATHING
ICE AND WATER SHIELD @ EAVE
(E) 6" HALF ROUND
SHEET METAL GUTTER(E) WD.
TRIM
DBL. STARTER
COURSE
1"
/,3)256($/$17
GALV. SHT. MTL.
COUNTER FLASHING
3"
(N) SOLID FILLER @
WD. SIDING LAP JT.
GAP. WHERE
OCCURS
(N) GALV. SHT. MTL.
BASE FLASHING
(E) WALL SURFACE,
TYP.
LINE OF ROOFING
(SLOPED WHERE
OCCURS)
4"
(E) WOOD
CLAD POST
(N) POST BASE
FLASHING
(N) ROLL
ROOFING
(E) WOOD TRIM
(E) COUNTER
FLASHING
(N) WOOD SHINGLE
ROOFING, SEE DTL.
13/A8.01
(E) FRAMING
TO REMAIN
3"
SEE 17/A8.01
PER POST
BASE
5"
5"
10"
1/2"
EDGE OF SHINGLES
INSTALL PER NRCA
STANDARDS
PAINTED GALV. SHT.
MTL. FABRICATED &
INSTALLED PER
SMACNA MANUAL
CURRENT EDITION
(E) BRICK
CHIMNEY
APRON
FLASHING
SEALANT
SOLDER
JOINTSSHT. MTL.
CRICKET
STEPPED
FLASHING
ALL TO BE GALV. SHT. MTL.
FABRICATED & INSTALLED PER
SMACNA STANDARDS
FIRE RETARDANT
TREATED CEDAR
SHINGLES
COUNTER
FLASHING,
TYP.
(E) BRICK
RAKE OUT (E) DAMAGED OR
DETERIORATED MORTAR FROM
JOINT TO MINIMUM DEPTH OF
2x WIDTH OF JOINT; REPOINT
CLEANED JOINT w/ MORTAR
MIX TO MATCH (E); TOOL JOINT
TO MATCH (E) ADJACENT
(E) BRICK
SHT. MTL. COUNTER FLASHING.
FORM REGLET TO INSERT INTO
JOINT. HOLD FLASHING IN
PLACE W/ WEDGES
RAKE OUT JOINT
SEALANT
1"
(E) WOOD LAP SIDING
(E) ABANDONED PIPES
TO BE CUT & REMOVED
TO BELOW ROOF
SHEATHING SURFACE.
CAP OFF IF LINE STILL
CONNECTED TO
FUNCTIONING UTILITY
(E) PLYWD.
SHEATHING O/ (E) T &
G SOFFIT BOARDS
4"
1"
3"
4"
/,3)256($/$17
GALV. SHT. MTL.
COUNTER FLASHING
(N) SOLID FILLER @
WD. SIDING LAP JT.
GAP. WHERE
OCCURS
(N) GALV. SHT. MTL.
BASE FLASHING
(E) WALL SURFACE,
TYP.
(E) SHT. MTL.TILE
ROOFING
(E) FRAMING
SCALE: 3" = 1'-0"
ROOF @ ABANDONED PIPES
SCALE: 3" = 1'-0"
BASE & COUNTER FLASHING
SCALE: 1-1/2" = 1'-0"
COMP SHINGLES @ WALL
SCALE: 1-1/2" = 1'-0"
COUNTER FLASHING
SCALE: 1-1/2" = 1'-0"
ROOF VALLEY FLASHING
SCALE: 1-1/2" = 1'-0"
COMP SHINGLES @ EAVE
SCALE: 1-1/2" = 1'-0"
COUNTER FLASHING @ WALL
SCALE: 3" = 1'-0"
REPOINTING DETAIL
SCALE: 6" = 1'-0"
FLASHING @ BRICK JOINT
SCALE: 3" = 1'-0"
RIDGE, HIP SIM
SCALE: 3" = 1'-0"
PITCH PAN
SCALE: 1-1/2" = 1'-0"
TYPICAL CHIMNEY FLASHING
SCALE: 1-1/2" = 1'-0"
FLAT ROOFING EDGE
SCALE: 1-1/2" = 1'-0"
CEDAR SHINGLES @ WALL
SCALE: N.T.S.
ROOF CHIMNEY CRICKET DET.
SCALE: 1-1/2" = 1'-0"
CEDAR SHINGLES @ EAVE
SCALE: 1-1/2" = 1'-0"
RAIL POST BASE
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MG
HA
AW
AS NOTED
13
DE
T
A
I
L
S
8
A8
.
0
1
1
2
3
CLASS "A" ASSEMBLY
(APPROX. DIM. OF CAP)
(INSTALL SEQUENCE # )
4
12 JULY 2024
2000075-13
4"4"
CLASS "A" ASSEMBLY
SEE DTL 2 FOR SIM. NOTES
Ja
c
k
H
o
u
s
e
R
o
o
f
,
W
i
d
o
w
s
W
a
l
k
R
e
p
a
i
r
,
a
n
d
A
r
b
o
r
R
e
p
l
a
c
e
m
e
n
t
NOTE: FOR LARGER
CHIMNEY ADD 4" IN
EACH DIRECTION FOR
PLAN DIMENSIONS
No. C-14833
REN. 1/31/25
ARC
HI
T
E
C
T
DESNECIL
FO
E
T
A
T
S
AC L I F O R NIA
ANLA GA
R
A
V
A
GLIA
LEAHCIM
RAFTER
BEYOND
4x10 BEAM W/TOP
SLOPED 1/4"/FT
FROM CENTER LINE,
SSD
2x SHAPED YELLOW
CEDAR CAPITAL TRIM
AROUND POST
2x (OR 1x) YELLOW
CEDAR POST
CLADDING 4 SIDES
HOT DIPPED
GALV.STL.TUBE
POST, SSD
1'-0"
(N) GALV.
SHT. MTL.
CAP
1'
-
4
"
2"
CL
R
.
8"
1'-0"2x (OR 1x) YELLOW CEDAR
POST CLADDING 4 SIDES
PTDF SHIM. 16" O.C.
SET CLADDING ON CONT
BEAD OF SEALANT ON
BASE TRIM
3x YELLOW CEDAR
BASE TRIM
PTDF SHIM.
(N) FLAGSTONE PATCH O/
PIER TO MATCH (E) COLOR
& SURFACE TEXTURE
(E) FLAGSTONE
PAVING
(N) HOT DIPPED GALV.
STL. TUBE POST, &
CONC. PIER, SSD
1"
7 1
/
2
"
BEVEL TOP 1/4"
PER FT.CL
MIRROR ON CL
4x10 RIDGE,
SSD
3x4 CEDAR,
TYP.
RAFTER
BEYOND, SSD
SCALE: 1-1/2" = 1'-0"
ARBOR POST BASE TRIM
SCALE: 1-1/2" = 1'-0"
ARBOR POST & BEAM
SCALE: 3" = 1'-0"
ARBOR RIDGE
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MG
HA
AW
AS NOTED
13
DE
T
A
I
L
S
9
A8
.
0
2
12 JULY 2024
2000075-13
Ja
c
k
H
o
u
s
e
R
o
o
f
,
W
i
d
o
w
s
W
a
l
k
R
e
p
a
i
r
,
a
n
d
A
r
b
o
r
R
e
p
l
a
c
e
m
e
n
t
No. C-14833
REN. 1/31/25
ARC
HI
T
E
C
T
DESNECIL
FO
E
T
A
T
S
AC L I F O R NIA
ANLA GA
R
A
V
A
GLIA
LEAHCIM
14
3
/
4
"
2
1
/
8
"
1'
-
6
1
/
2
"
6
3
/
8
"
1
1
/
2
"
14
3
/
4
"
8 1/8"
11 1/8"
2
1
/
8
"
1'
-
6
1
/
2
"
2'
-
1
7
/
8
"
8 1/4"
2
1
/
8
"
2 5/8" 2 5/8"
ROOF
5"
8 1/4"
1'
-
6
1
/
2
"
2
1
/
2
"
2
1
/
2
"
5"
1'
-
2
1
/
4
"
3"
2
1
/
8
"
3 3/4"
3"
UNDER SIDE
OF RAIL
BOTTOM EDGE
OF TRIM
RE-INSTALL SCROLL WORK
1/4" HIGHER THAN OUTER
PIECES OF BOTTOM RAIL,
TYP.
5"
1'
-
2
1
/
4
"
2"2"5 1/2"
3 5/8"
2"
1"
2
"
1"
RE-INSTALL SCROLL WORK
1/4" HIGHER THAN OUTER
PIECES OF BOTTOM RAIL,
TYP.
(E) WOOD ELEMENT
SQ CUTS FOR DAMAGE
REMOVAL AND TIGHT
JOINTS FOR DUTCHMAN
REPAIR. GLUE PATCH IN
PLACE & USE SS PINS
AS NEEDED TO HOLD
UNTIL GLUE SET. SHAPE
PATCH TO ALIGN w/ (E)
ADJACENT SURFACES.
ALL PATCHES SHALL BE PREPPED & PRIMED
IMMEDIATELY SURFACES AFTER SHAPING IS
COMPLETE.
SCALE: 3" = 1'-0"
FRONT PORCH ROOF RAILING EXTERIOR FACING VIEW
SCALE: 6" = 1'-0"
WIDOW'S WALK RAILING EXTERIOR FACING VIEW
SCALE: 3" = 1'-0"
WIDOW'S WALK RAILING
SCALE: 3" = 1'-0"
PORCH ROOF RAIL POST
SCALE: 3" = 1'-0"
WIDOW'S WALK CORNER POST
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MG
HA
AW
AS NOTED
13
EX
I
S
T
I
N
G
W
O
O
D
R
A
I
L
I
N
G
S
10
A8
.
0
3
DETAIL NOTES ON SCOPE AND MATERIAL FOR WOOD RAILING
ALL DIMENSIONS PROVIDED ARE FOR GENERAL REFERENCE ONLY.
REPLACE ELEMENTS FROM EXISTING ORIGINAL ASSEMBLY WHERE
REQUIRED BY REHABILITATION.
THE INTENT IS TO RE-ASSEMBLE THE EXISTING RAILINGS AFTER ALL
OF THE PAINT HAS BEEN STRIPPED OFF. THIS REQUIRES THAT EACH
RAILING ASSEMBLY BE CAREFULLY DIS-ASSEMBLED, BOTH FOR
EASE OF STRIPPING OFF THE EXISTING PAINT, AND DETERMINATION
OF QUANTITY OF DETERIORATED MATERIAL THAT WILL NEED TO BE
PATCHED OR REPLACED. BECAUSE THE BUILDING IS A HISTORIC
RESOURCE, REPAIR BEFORE REPLACEMENT IS THE PROTOCOL.
PATCHING WITH EPOXY WOOD FILLER SHOULD BE LIMITED TO
SMALL QUANTITIES - APPROXIMATELY 1 CUBIC INCH OR SMALLER IN
VOLUME - AND SHOULD BE KEYED OR PINNED IN PLACE. FOLLOW
MANUFACTURER MINIMUM EDGE THICKNESS REQUIREMENTS.
LARGER WOOD REPLACEMENT CAN UTILIZE THE DUTCHMAN
METHOD OF CUTTING OUT A SQUARED OFF AREA OF ROT AND
INSERTING A SCRIBED PIECE OF NEW WOOD IN THE VOID. FOR
ELEMENTS SUCH AS RAIL CAP ENDS, A WHOLE NEW SECTION OF
WOOD MATCHING EXISTING LENGTH AND PROFILE CAN REPLACE
THE SECTION OF REMOVED ROTTED PORTION UTILIZING DUTCHMAN
REPAIR. ALL PATCHES OR REPLACEMENT SHALL BE SHAPED TO
MATCH AND ALIGN WITH THE ADJACENT EXISTING SURFACE. SEE
DTL17/A8.03
AT THE HIDDENPORTIONS OF THE SCROLLWORK OF THE RAILING,
620(2)7+(³($56´ ',5(&7/<%(/2:7+(23(1,1*6 0$<%(
ROTTED OR MISSING. ALL ROTTED MATERIAL IS TO BE REMOVED
FROM THESE AREAS BUT THESE SECTIONS DO NOT NEED TO BE
REPLACED. BECAUSE OF THE ORIGINAL DESIGN THESE HIDDEN
SECTIONS AT THE OPENINGS ARE PRONE TO COLLECT WATER
(WITH END GRAIN) SO ALLOWING DRAINAGE AND AIRFLOW WOULD
BE BENEFICIAL.
REPLACEMENT WOOD SHOULD BE TIGHT GRAIN REDWOOD (NO
SAPWOOD) OR YELLOW CEDAR. NO PRESSURE TREATED WOOD IS
TO BE LEFT VISIBLE, EVEN IF PAINTED.
FOR CRACKED/SPLIT SCROLLWORK: NON-ROTTED DAMAGED
PIECES SHALL BE GLUED AND PINNED TO CLOSE GAP PRIOR TO
RE-INSTALLATION.
QUANTITY ASSUMPTIONS REGARDING REPAIR & REPLACEMENT
(FOR BIDDING REFERENCE)
ELEMENT % REPAIR % REPLACE
POST 40%15%
FINIALS 15%8%
TOP RAIL 40%15%
BOTTOM RAIL 50%20%
SCROLLWORK 40%20%
SEE 8/A8.03 FOR RAIL ELEVATION
SEE 6/A8.03 FOR RAIL ELEVATION
SIM.
SIM.
SCALE: 3" = 1'-0"
DUTCHMAN PATCH, TYP.
12 JULY 2024
2000075-13
Ja
c
k
H
o
u
s
e
R
o
o
f
,
W
i
d
o
w
s
W
a
l
k
R
e
p
a
i
r
,
a
n
d
A
r
b
o
r
R
e
p
l
a
c
e
m
e
n
t
No. C-14833
REN. 1/31/25
ARC
HI
T
E
C
T
DESNECIL
FO
E
T
A
T
S
AC L I F O R NIA
ANLA GA
R
A
V
A
GLIA
LEAHCIM
1'
-
3
1
/
2
"
9
1
/
2
"
1
1
/
2
"
7'
-
9
"
6
1
/
2
"
9'
-
1
"
1'
-
4
"
9
1
/
2
"
PAVING
3x4 @ 7.5" O.C.
4x6 CROSS
SECTION
3-1/2" x 6"
CROSS SECTION
1'-0"
8"
HT
.
@
E
A
S
T
EN
D
9
1
/
2
"
9
1
/
2
"
1
'
-
1
1
3
/
4
"
R
2
1
/
2
"
11'-7"
4'
-
5
"
3-1/2" x 6"
CROSS SECTION
9
1
/
2
"
9
1
/
2
"
11'-7"
4'
-
5
"
3-1/2" x 6"
CROSS SECTION
1
'
-
1
3
/
4
"
1'
-
1
1
1
/
8
"
R7
1
/
2
"
5
'
-
3
"
4
"
1'
-
8
"
2'-3"
4"
3'
-
1
"
6'-9"
3
1
/
4
"
3 1/2"
R
7
1
/
2
"
R4"
R
4
"
3
1
/
4
"
R
1
1
"
2'-
2
"
F.O. POST
B.O. BEAM
1'-6"
3"
11"
(E
)
1
0
"
R
6
"
R
6
"
PAVING
6
1
/
2
"
7'
-
9
"
TIGHT GRAIN
RDWD 3x4 @ 7.5"
O.C. TYP.
3-1/2" x 6" CROSS
SECTION
4 x 10 BEAM
4x10 BEAM
8" x 8" WOOD
CLAD POST
1'-4"
WALL OF (E)
CARRIAGE
HOUSE
PAVING 6
1
/
2
"
7'
-
9
"
11
'
-
8
"
1'
-
4
"
6'
-
1
0
"
TIGHT GRAIN
RDWD 3x4 @
7.5" O.C. TYP.
SCALE: 1/2" = 1'-0"
WEST ELEVATION
SCALE: 3" = 1'-0"
BEAM END, (E) SALVAGED
SCALE: 1" = 1'-0"
FRONT & BACK END ARCH
SCALE: 1" = 1'-0"
POST
SCALE: 1" = 1'-0"
INTERMEDIATE ARCH
SCALE: 1" = 1'-0"
GABLE PANEL, (E) SALVAGED
SCALE: 3" = 1'-0"
BRACKET, (E) SALVAGED
SCALE: 1/2" = 1'-0"
NORTH ELEVATION
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
MG
HA
AW
AS NOTED
13
AR
B
O
R
(
P
L
A
N
,
E
L
E
V
&
D
E
T
A
I
L
S
)
11
SIM.
TYP.
TYP.
A8
.
0
4
@ ENDS
DETAIL NOTES ON SCOPE AND MATERIAL FOR THE ARBOR
THE INTENT IS TO RE-CONSTRUCT THE ORIGINAL ARBOR BASED ON
THE EXISTING SALVAGED ELEMENTS LOCATED IN THE CITY CORP
YARD. THE EXISTING ELEMENTS ARE TO BE USED AS TEMPLATES
FOR THE NEW ELEMENTS NEEDED. THE SHAPE, PROFILE, AND
DETAILING (INCLUDING ROUTED SHAPES) ARE TO MATCH THE
SALVAGED ELEMENTS. THE DIMENSIONS PROVIDED FOR EACH
SHAPE ON THIS DRAWING ARE FOR REFERENCE ONLY AND MUST BE
FIELD VERIFIED BY CONTRACTOR TO CREATE TEMPLATES. SHOP
DRAWINGS MUST BE PREPARED WITH THE FINAL DIMENSIONS FOR
REVIEW.
ALL WOOD SHALL BE TIGHT GRAIN REDWOOD (NO SAPWOOD), OR
YELLOW CEDAR. NO PRESSURE TREATED WOOD IS TO BE LEFT
VISIBLE, EVEN IF PAINTED.
ALL WOOD ELEMENTS SHALL BE PRIMED ON ALL FACES BEFORE
ASSEMBLY. ALL CUTS ARE TO BE PRIMED BEFORE ASSEMBLY.ALL
BOLT AND SCREW FASTENER HOLES SHALL BE PLUGGED WITH
WOOD PLUGS.
12 JULY 2024
2000075-13
Ja
c
k
H
o
u
s
e
R
o
o
f
,
W
i
d
o
w
s
W
a
l
k
R
e
p
a
i
r
,
a
n
d
A
r
b
o
r
R
e
p
l
a
c
e
m
e
n
t
No. C-14833
REN. 1/31/25
ARC
HI
T
E
C
T
DESNECIL
FO
E
T
A
T
S
AC L I F O R NIA
ANLA GA
R
A
V
A
GLIA
LEAHCIM