HomeMy WebLinkAboutAIC2022005 - PLANSSITE AND ROOF PLAN
SCALE: 1/8" = V-0"
ROOF NOTES:
1. NEW REPLACEMENT ROOFING TO BE: 'BORAL' 'SAXONY 600 SPLIT SHAKE'
CLASS W LIGHTWEIGHT CONCRETE SHINGLE ROOFING 0/ 30# FELT
PER MANUF. COLOR: "COBBLESTONE" (MATCH EXIST.) ICC: ESR-3284
-NEW METAL ROOF SHALL BE CLASS WSTANDING SEAM METAL ROOFING
BY'CUSTOM BUILT METALS' 0/ 30# FELT
2. PROVIDE RIDGE CAPS AT ALL RIDGES AND HIPS.
3. PROVIDE MIN. 26 GA. G.I. Z-BAR FLASHING ATALL ROOF TO WALL CONNECTIONS
4. PROVIDE 26 GA. G.I. VALLEY FLASHING OVER MIN. NO.72 ASTM CAP SHEET 36" WIDE
X FULL LENGTH OF VALLEY.
5. PROVIDE G.I. BOOTS AT ALL PIPE AND VENT PENETRATIONS.
6. PROVIDE CONTINUOUS ALUMINUM GUTTERS W/ SCREENS TO PREVENT LEAF AND
DEBRIS BUILD-UP, AND DOWNSPOUTS TO 4" DRAINLINE.
7. PROVIDE ATTIC VENTING EQUAL TO 1/150 OF ATTIC AREA -
SEE VENT CALCULATIONS THIS SHEET.
CAPE COVE (STRADA)
45.00' P.L.
GENERAL NOTES I VICINITY MAP
PROJECT DATA
LEGAL DESCRIPTION:
LOT: 52
TRACT. -
APN: 050 222 06
PROPERTY INFO:
ZONE: R-2
USE: 2-UNIT RES.
OCCUPANCY: R3-U1
TYPE OF CONSTRUCTION: VB
SPRINKLERED: NO
BUILDING AREAS:
UNITA: EXIST. NEW TOTALS
NEW 2ND FLOOR ADDITION
1
SECOND FLOOR 955.0 302.0 1,257.0
TOTALS 2,058.0 594.0 2,652.0
(HATCHED)
(N) 3050 WOOD GATE
_
ADU:
SECOND FLOOR 850.0 0.0 850.0
EX.) 6'WALL
DECK 224.0 -224.Oj 0.0
[
y a, /
GARAGE 734.0 0.0 734.0
(EX.) 6-WALL-
//// ,�
LOT SIZE: 450'X97.5' = 4,387.5 S.F. r
/
LOT COVERAGE: (FOOTPRINT): 2,123 S:F. (48%)
(P/A)
LOT COVERAGE (EAVES): 2,512 S.F. (57%)
NEW 2ND FLOOR ADDITION
mis va
LOT COVERAGE= 2X BUILDABLE: 2,887.5 X2= 5,775.0
CONSULTANTS
(HATCHED)
.
,�" (Exj
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(Ex)
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NEW 1ST FLO
(SHA
(EX.)
NOTE:
POOLS, SPAS, WALLS, FENCES, PATIO COVERS, AND
OTHER FREE-STANDING STRUCTURES REQUIRE
SEPARATE REVIEWS AND PERMITS.
KETCH ROAD
SCOPE OF WORK:
REMODEL, ENCLOSE EXIST. STAIRS, LOWER SLAB AT ENTRY
STAIRWELL WING; ADD NEW HALLWAYAT EX. 2ND FLOOR DECK;
ADD NEW MULTI -SLIDE DOORS AT LIVING RM. ; NEW MASTER
BATH REMODEL.
CONVERT SUITE ABOVE GARAGE TO NEW ADU.
6'WALL
• ZONING APPROVAL IN CONCEPT ONLY -
THESE PLANS HAVE NOT BEEN
REVIEWED FOR COMPLIANCE
WI711 ME BUILDING CODES
OR PUBLIC WORKS DEPAR rXfEN
REQ UIREME
Ak
APPLICANT'S ACKNOWLEDGEMENT
(SI URE
- ZONE:2
SETBACKS:
FRONTS CGkCI Je C614C i I L i
RIGHTSIDE
LEFTSIDE_�'___.._�.
HEIGHT LIMIT:
DISCRETIONARY APPROVALS: N4�
CITY OF NEWPORT BEACH ICU
��OAPPROVAL IN CONCEPT NO, C 5
This project conforms to all applicable regulations
and policies In effed on this date.
These plans are not to be used for eanatrwrm purposes. No
building permit vdA be issued until
California Coastal Commission. aPP it received from th0
PLANNING DIVwl0N
202`,
A/c APPRDvED
JUL 2 7 2022
OWNER: ,
ALLEN AND PAM CASHION
52 BEACON BAY
NEWPORT BEACH, CA 90660
(949) 887-5868
pamcashion@gmail.com
PROJECT DESIGNER:
JOHN F. MCNEELY
242 HARTFORD DRIVE
NEWPORT BEACH, CA 92660
(949) 233-3435
jfm7@mac.com
STRUCTURAL ENGINEER:
FARHAD MANSHADI
ESI/FME ENGINEERS
1800 E. 16TH STREET, UNIT B
SANTAANA, CA 92701
(657) 335-4112
farhad.manshadi@esifine.com
ENERGY CONSULTANT:
PAUL KANDARIAN
SOUTHLAND ENERGY CONSULTANTS
361 CAALE BOREGO
SAN CLEMENTE, CA 92672
(949) 497-3591
paulk@southlandlb.com
SHEET INDEX
A1.0
SITE PLAN / PROJECT DATA
A1.1
GENERAL NOTES / SCHEDULES
A1.2
CALGREEN NOTES
A2.1
FIRST FLOOR PLAN
A2.2
SECOND FLOOR PLAN
A3.1
EXTERIOR ELEVATIONS
A3.2
EXTERIOR ELEVATIONS
A4.1
INTERIOR ELEVATIONS 1
A4.2
INTERIOR ELEVATIONS 2
AD1
ARCHITECTURAL DETAILS
AD2
ARCHITECTURAL DETAILS
AD3
ARCHITECTURAL DETAILS
EM1
ELECTRICAL/MECHANICAL PLAN
EM2
ELECTRICAL/MECHANICAL PLAN
S1
FOUNDATION PLAN
S2
SECOND FLOOR FRAMING PLAN
S3
ROOF FRAMING PLAN
S4
BUILDING SECTIONS
SGN
STRUCTURAL GENERAL NOTES
FD1
FOUNDATION DETAILS
SD1
STRUCTURAL DETAILS
SD2
STRUCTURAL DETAILS
HFX1
HARDY FRAME DETAILS- FOUNDATION
HFX2
HARDY FRAME DETAILS- FRAMING
T24.0
ENERGY COMPLIANCE
T24.1
ENERGY COMPLIANCE
NOTE:
FIELD VERIFY ALL WINDOW & DOOR
OPENINGS PRIOR TO ORDERING: SEE
DOOR & WINDOW SCHEDULES,8IHT. A4
EXISTING CONDITIONS:
FRAMING & FOUNDATIONS SHOWN AS EXISTING ARE BASED ON
PREVIOUS BUILDING PLANS AND LIMITED ON -SITE INSPECTION.
CONDITIONS SHOWN MAY NOT REFLECT ACTUAL CONDITIONS.
CONTRACTOR SHALL NOTIFY DESIGNER OR ENGINEER OF ALL
SIGNIFICANT STRUCTURAL DISCREPANCIES AND REVISED DETAILS
WILL BE PROVIDED FOR ENGINEER'S AND BUILDING DEPARTMENT
APPROVAL.
PLUMBING NOTE:
1) RE -PIPE ENTIRE HOME WITH PEX PIPING, TYP.
NORTH
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
WALL LEGEND
EXIST. WALL TO REMAIN
WALL TO BE REMOVED
FRAME IN EXIST'G OPENING
NEW 2X4 WALL
NEW 2X6 WALL
0 DOOR PER SCHEDULE
O WINDOW PER SCHEDULE
I
-----------------a--------
I I
I
FRAMING & FOUNDATIONS SHOWN AS EXISTING ARE BASED ON
PREVIOUS BUILDING PLANS AND LIMITED ON -SITE INSPECTION.
CONDITIONS SHOWN MAY NOT RE(LECTACTUAL CONDITIONS.
CONTRACTOR SHALL NOTIFY DESIGNER OR ENGINEER OF ALL
SIGNIFICANT STRUCTURAL DISCREPANCIES AND REVISED DETAILS
WILL BE PROVIDED FOR ENGINEER'S AND BUILDING DEPARTMENT
APPROVAL
PLUMBING NOTE:
1) RE -PIPE ENTIRE HOME WITH,PEX PIPING, TYR
MECHANICAL:
1) EXIST. FAU TO SERVICE MAIN�HOUSE WITH
oenonnr,ec 7nnlcn econonrCl W
NORTH
SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0" rr.
_L LEGEND
EXIST. WALL TO REMAIN
------ _______ WALL TO BE REMOVED
FRAME IN EXIST'G OPENING
NEW 2X4 WALL
NEW 2X6 WALL
Q DOOR PER SCHEDULE
O WINDOW PER SCHEDULE
PLAN CHECK#
AIC# 2022 005
PLAN CHECK APPROVAL:
REVISIONS:
b/1/22
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JULY 11, 2022
SHEET
A2*2
(EX.)
ROOF NOTES:
1. NEW REPLACEMENT ROOFING TO BE: 'BORAL' 'CEDARLITE SHAKE'
CLASS 'A' LIGHTWEIGHT CONCRETE SHINGLE ROOFING 0/ 30# FELT
PER MANUR COLOR: "CHARCOAL" (MATCH EXIST.) ICC: ESR-3284
-NEW METAL ROOF SHALL BE CLASS'A'STANDING SEAM METAL ROOFING
BY'CUSTOM BUILT METALS' 0/ 30# FELT
2. PROVIDE RIDGE CAPS ATALL RIDGES AND HIPS.
3. PROVIDE MIN. 26 GA. G.I. Z-BAR FLASHING ATALL ROOF TO WALL CONNECTIONS
4. PROVIDE 26 GA. G.I. VALLEY FLASHING OVER MIN. NO. 72 ASTM CAP SHEET 36" WIDE
X FULL LENGTH OF VALLEY.
5. PROVIDE G.I. BOOTS AT ALL PIPE AND VENT PENETRATIONS.
6. PROVIDE CONTINUOUS ALUMINUM GUTTERS W/ SCREENS TO PREVENT LEAF AND
DEBRIS BUILD-UP, AND DOWNSPOUTS TO 4" DRAINLINE.
7. PROVIDE ATTIC VENTING EQUAL TO 1/150 OF ATTIC AREA -
SEE VENT CALCULATIONS THIS SHEET.
METAL ROOFING @ ADDITION
RE -ROOF ENTIRE HOME
(EX. ROOF)-�
Ym ,.
�s
s=
MATCH EX. LAP SIDING
0/ (2) LAYERS GRADE 'D' (MIN.)
BLDG. WRAP, TYR
METAL ROOFING:
CLASS'A' 12" STANDING SEAM O/ 30# FELT
BY:'CUSTOM BUILT METALS'
COLOR: 'STORM GRAY'
I.C.C. #ESR 3028
hftp://www.custombiltmetals.com
(EX')
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ROOFING:
BY: 'BORAL' CEDARLITE TILE
TYPE: SHAKE STYLE CONCRETE TILES (560# / SQ.)
COLOR: 'CHARCOAL'
ICC # ESR-3284
SIDING:
BY: LOCAL SUPPLY
TYPE: 1X8 LAP SIDING W/ 7" EXPOSURE
COLOR: MATCH EXIST. WHITE
ICC # N/A
12
a8
RIGHT SIDE ELEVATION (SOUTH)
SCALE: 1/4" = 1'-0"
LEFT SIDE ELEVATION NORTH)
SCALE: 1/4" = 1'-0"
vl
n
N
WINDOWS:
BY: 'KOLBE'
TYPE: ALUMINUM CLAD WOOD FRAME
COLOR: 'WHITE'
ICC # N/A
EXTERIOR TRIM, FASCIA:
BY: LOCAL SUPPLY
TYPE: DOUG FIR, KID S4S, W/ SQUARE CORNERS
COLOR: (MATCH EXIST.'WHITE')
ICC # N/A
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FRONT ELEVATION (WEST)
SCALE: 1/4" = 1'-0"
00
REAR ELEVATION (COURTYARD) (WEST)
SCALE: 1/4" = 1'-0"
1
ROOF NOTES:
1. NEW REPLACEMENT ROOFING TO BE: 'BORAL' 'SAXONY 600 SPLIT SHAKE'
CLASS W LIGHTWEIGHT CONCRETE SHINGLE ROOFING 0/ 30# FELT
PER MANUR COLOR: "COBBLESTONE" (MATCH EXIST.) ICC: ESR-3284
-NEW METAL ROOF SHALL BE CLASS WSTANDING SEAM METAL ROOFING
BY 'CUSTOM BUILT METALS' 0/ 30# FELT
2. PROVIDE RIDGE CAPS AT ALL RIDGES AND HIPS.
3. PROVIDE MIN. 26 GA. G.I. Z-BAR FLASHING AT ALL ROOF TO WALL CONNECTIONS
4. PROVIDE 26 GA. G.I. VALLEY FLASHING OVER MIN. NO. 72 ASTM CAP SHEET 36" WIDE
X FULL LENGTH OF VALLEY.
5. PROVIDE G.I. BOOTS AT ALL PIPE AND VENT PENETRATIONS.
6. PROVIDE CONTINUOUS ALUMINUM GUTTERS W/ SCREENS TO PREVENT LEAF AND
DEBRIS BUILD-UP, AND DOWNSPOUTS TO 4" DRAINLINE.
7. PROVIDE ATTIC VENTING EQUAL TO 1/150 OF ATTIC AREA -
SEE VENT CALCULATIONS THIS SHEET.
RE -ROOF ENTIRE HOME
(EX.)
(EX.) BRICK VENEER
m
ROOFING:
BY: 'BORAL' CEDARLITE TILE
TYPE: SHAKE STYLE CONCRETE TILES (560# / SQ.)
COLOR: 'CHARCOAL'
ICC # ESR-3284
SIDING:
BY: LOCAL SUPPLY
TYPE: 1X8 LAP SIDING W/ 7" EXPOSURE
COLOR: MATCH EXIST. WHITE
ICC # N/A
WINDOWS:
BY: 'KOLBE'
TYPE: ALUMINUM CLAD WOOD FRAME
COLOR: 'WHITE'
ICC # N/A
EXTERIOR TRIM, FASCIA:
BY: LOCAL SUPPLY
TYPE: DOUG FIR, KD S4S, W/ SQUARE CORNERS
COLOR: (MATCH EXIST.'WHITE')
ICC # N/A
REAR ELEVATION (EAST)
SCALE: 1/4" = 1'-0"
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MATCH EX. LAP SIDING
0/ (2) LAYERS GRADE 'D' (MIN.)
BLDG. WRAP, TYR
REAR ELEVATION (COURTYARD) (EAST)
SCALE: 1/4" = 1'-0"
F
APPROVAL:
REVISIONS:
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JULY 11, 2022
SHEET
A3.2