npdes notes sheet index project data
TRANSCRIPT
1. CALIFORNIA TITLE 24 REQUIREMENTS HAVE BEEN TAKEN INTO CONSIDERATION. REFER TO TITLE 24 ENERGY ANALYSIS CALCULATIONS FOR MORE INFORMATION.
2. UNDERGROUND ALL UTILITIES TO THE NEAREST UTILITY POLE OR OTHER SERVICE CONNECTION.
3. THE FOLLOWING ITEMS REQUIRE A SEPARATE REVIEW AND PERMIT AS THEY APPLY TO THIS PROJECT:
(i) SITE WALLS, PLANTERS, FENCES/GATES, HARDSCAPE.
(ii) A/C CONDENSERS, AND MECHANICAL EQUIPMENT.
(iii) GRADING & RETAINING WALLS.
(iv) WORK W/I PUBLIC RIGHT OF WAY
(v) POOLS, SPAS & FOUNTAINS.
(vi) FIRE SPRINKLER SYSTEMS.
4. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5’ OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, OR OBTAIN FROM CAL/OSHA (714-558-4451). THIS PERMIT AND ANY OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR TO BEGINNING ANY WORK.
5. THE CONSTRUCTION DOCUMENTS ARE PREPARED BASED ON CERTAIN HEIGHT LIMITS, SETBACKS, AREA CALCULATIONS AND OTHER DESIGN CRITERIA UNIQUE TO THIS PROJECT. NO CHANGES SHALL BE MADE TO THE PROJECT WITHOUT CONSULTING THE ARCHITECT AND OBTAINING APPROVALS BY THE GOVERNING AGENCIES PRIOR TO CONSTRUCTING THE CHANGES.
6. ALL NEW PERIMETER FOUNDATION LOCATIONS, FINISH FLOOR & FINISH ROOF HEIGHTS SHALL BE SET & CERTIFIED BY THE LAND SURVEYOR OF RECORD. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NEW CONSTRUCTION THAT IS NOT BUILT IN ACCORDANCE WITH CITY APPROVED DESIGN DRAWINGS AND CONSTRUCTION DOCUMENTS.
7. PROVIDE SHOP DRAWINGS FOR THE ARCHITECT’S REVIEW FOR THE FOLLOWING ITEMS:
(i) STRUCTURAL STEEL.
(ii) CABINETRY, DECORATIVE WOOD WORK, FINISH TRIMS, TILE LAYOUTS.
(iii) DECORATIVE METAL WORK.
8. THE GENERAL CONTRACTOR SHALL ANALYZE ALL SECTIONS OF THE WORK, RESOLVE ANY QUESTIONS HE/SHE MAY HAVE WITH THE ARCHITECT REGARDING THE MEANING & INTENT OF THE CONSTRUCTION DOCUMENTS AND APPORTION THE WORK AMONG THE VARIOUS TRADES AS HE/SHE DEEMS MOST SUITABLE.
9. THE GENERAL CONTRACTOR SHALL RIGIDLY ENFORCE A PROGRESSIVE CLEAN-UP PROGRAM. THE SITE AND BUILDING SHALL BE KEPT CLEAN AND FREE OF ANY HAZARDOUS ENCUMBRANCES AT ALL TIMES DURING WORK. ALL DEBRIS SHALL BE REMOVED FROM THE JOB SITE WEEKLY. TAKE CARE IN PROTECTING WORK, ADJACENT SURFACES AND AREAS NOT BEING REMODELED. THE GENERAL CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED ITEMS AT NO COST TO THE CLIENT.
10. DO NOT SCALE THESE DRAWINGS : WRITTEN DIMENSIONS AND ELEVATION HEIGHTS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY AND ALL DISCREPANCIES, ERRORS, OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK.
11. FLOOR AND ROOF HEIGHTS ARE MAXIMUMS AND ARE TO FINISH MATERIALS, UNLESS OTHERWISE NOTED . THE GENERAL CONTRACTOR SHALL COORDINATE W/ THE LAND SURVEYOR OF RECORD TO ESTABLISH BUILDING SETBACKS, ROUGH CONC. SLAB HEIGHTS, ROUGH FRAMING HEIGHTS AT WOOD FRAMED FLOORS AND ROOFS. FLOOR PLAN DIMENSIONS ARE TO ROUGH FRAMING.
12. PRIOR TO ANY EXCAVATIONS CONTACT DIG ALERT (DIAL #811) (WWW.DIGALERT.ORG) TO VERIFY EXIST. CONDITIONS.
13. THE PROJECT SHALL COMPLY WITH ALL NPDES, SUSMP, & BMP REQUIREMENTS.
14. ALL PRODUCTS, SYSTEMS, AND EQUIPMENT SHALL BE INSTALL PER MANUFACTURER’S SPECIFICATIONS AND INSTRUCTIONS. MANUFACTURER’S PRODUCT INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION AND PROVIDED TO THE OWNER AT COMPLETION OF CONSTRUCTION.
15. FIRE SPRINKLERS ARE REQUIRED FOR THIS PROJECT
16. CIVIL ENGINEER OF RECORD SHALL CERTIFY AT PROJECT COMPLETION THAT THE SITE DRAINAGE IS IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED DRAINAGE PLAN.
17. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5’ OF MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, OR OBTAIN PERMITS FROM CAL/OSHA. THIS PERMIT, ALONG WITH ANY OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK. CONTACT CAL/OSHA AT 714-558-4451
BUILDING AREA DATA TOTAL
HABITABLE:2ND FLOOR 1571.27 SQ.FT.1ST FLOOR 1658.47 SQ.FT.BASEMENT 1130.03 SQ.FT.
SQ.FT.TOTAL 4359.77 SQ.FT.NON-HABITABLE:GARAGE 752.00 SQ.FT.MECH. / STOR. 105.46 SQ.FT.DECKS 660.91 SQ.FT.
ZONING STANDARDSDESCRIPTION REQUIRED EXISTING PROPOSED E PLOT AREA SQ.FT. 3711.0 SQ.FT. 3711.0 SQ.FT. YAVG. LOT WIDTH FT. 59.84 FT. 59.84 FT. YAVG. LOT DEPTH FT. 61.10 FT. 61.10 FT. YMAX HEIGHT AT:ABV. 1960 TOPO 30.00 FT. FT. 14.06 FT. YABV. GRADE / F.F. FT. FT. 27.33 FT. NSETBACK REQUIREMENTS:FRONT YARD 9.17 FT. FT. 9.56 FT. YREAR YARD 9.17 FT. FT. 5.13 FT. NSIDE YARDS 5.00 5.00 FT. FT. 5.10 5.19 FT. YLOT COVERAGE (FOOTPRINT +NON CANT. OVERHANGS
% % 59.3 %NSQ.FT. SQ.FT. 2200.9 SQ.FT.
LANDSCAPED AREA% % 9.7 %
YSQ.FT. SQ.FT. 359.7 SQ.FT.IRRIGATED LANDSCAPE AREA SQ.FT. 0 SQ.FT. 359.7 SQ.FT. YPARKING 4 SPACES 4 SPACES Y
PROJECT SUMMARY TABLESUSE: ZONE: LOT SLOPE: 14.1
PARKING REQUIREMENT
LIVING AREA GARAGE AREA EXCLUDED GARAGE MECH/STOR. (W/ >6’ HGT. CLG. PARKED AREA
4359.77 SQ.FT. + 752.00 SQ.FT. - 430 SQ.FT. + 0 SQ.FT. = 4681.77 SQ.FT.
4681.77 SQ.FT. / 1 SPACE/1000 SQ.FT. = 4 SPACES REQUIRED
1
Project Address: Legal Description: Assessor’s Parcel Number: ! Occupancy: R-3/U Construction: TYPE V-B SPRINKLERED Codes: CALIF. ADMINISTRATIVE CODE 2016 / CALIF. BUILDING CODE 2016 / CALIF. RESIDENTIAL CODE 2016 / CALIF. ELECTRICAL CODE 2016 / CALIF. MECHANICAL CODE 2016 / CALIF. PLUMBING CODE 2016 / CALIF. ENERGY CODE 2016 / CALIF. FIRE CODE 2016 / CALIF. GREEN CODE 2016 / CALIF. REFERENCED STANDARDS CODE 2016 / LOCAL MUNICIPAL CODE / ASSOCIATION GUIDELINES AND CC&R’S
! Project Description:
NEW 2 STORY SINGLE FAMILY RESIDENCE W/ BASEMENT - RETAINING WALLS, SITE STAIRS, ELEVATED DECKS, AND SOLAR PANELS
! Vicinity Map
6 EMERALD BAY DRIVE LAGUNA BEACH, CA 92651
LOT 3 TRACT 940
053-060-62
OWNER: BILL AND PAULA STEELE 2285 LORRAINE ROAD, MARINO CA. 91108 626-458-2310 [email protected]
DESIGNER: GEOFF SUMICH DESIGN 31511 CAMINO CAPISTRANO, SUITE A, SAN JUAN CAPISTRANO, CA 92675 949-280-6514 [email protected]
CIVIL ENGINEER: TOAL ENGINEERING INC. 139 AVENIDA NAVARRO, SAN CLEMENTE, CA 92672 PHONE : 949-492-8586 [email protected]
LANDSCAPE ARCHITECT:
EPT DESIGN 844 E. GREEN ST. SUITE 201 PASADENA, CA 91101 PHONE: 626-795-2008 [email protected]
SOILS ENGINEER: GEOFIRM 801 GLENNEYRE STREET, LAGUNA BEACH, CA 92651 949-494-2122 [email protected]
INTERIOR DESIGNER:
ERROL DEJAGER250 NEWPORT CENTER DR. #200 NEWPORT BEACH, CA 92660 PHONE: 949-673-7700 [email protected]
STRUCTURAL ENGINEER: COASTLINE ENGINEERING, INC.
191 CALLE MAGDALENA, ENCINITAS, CA 92024 PHONE: 858-414-6167 [email protected]
MEP ENGINEER: ABSOLUTE CONSULTING ENGINEERS 3839 BIRCH ST., NEWPORT BEACH, CA 92660 949-852-8700 [email protected]
GENERAL CONTRACTOR:
DAVID GABAY GENERAL BUILDING CONTRACTOR INC. 31726 RANCHO VIEJO RD. SUITE 108 SAN JUAN CAPISTRANO, CA 92675 949-370-0478 [email protected]
FIRE SPRINKLER CONTRACTOR:
1. IN THE CASE OF EMERGENCY, CALL __________________________ AT WORK PHONE # __________________ OR HOME PHONE # _________________
2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.
3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TACKING, OR WIND.
4. APPROPRIATE BMP’S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.
5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.
6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OR THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.
7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.
8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.
9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPER CHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON- CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.
11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES.
12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.
13. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.
14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED.
15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.
17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.
18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.
PROJECT INFORMATION
GENERAL REQUIREMENTS & SPECIFICATIONS
ENERY CALCULATIONS
PLAN SHEETS
ELEVATION SHEETS
SECTION SHEETS
DETAIL SHEETS
EXTERIOR LIGHTING PLAN
SCHEDULES & DIAGRAMS
AREA CALCULATION DIAGRAM SHEETS
STRUCTURAL SHEETS
MECHANICAL SHEETS
ELECTRICAL SHEETS
A0.0
G2.1
G2.2
G2.3
G2.4
T24.0
T24.1
A1.0
A1.1
A1.2
A1.3
A1.4
A1.5
A2.0
A2.1
A3.0
A3.1
A3.2
A3.3
A4.0
A4.1
A4.2
A4.3
A4.4
A4.5
LT001
LT100
LT101
LT102
A6.0
A6.1
A6.2
A6.3
A6.4
A6.5
A6.6
A7.0
A7.1
A7.2
A7.3
A7.4
S1
S1.1
S2
S3
S4
S5
S6
S7
S8
S8.1
S9
S10
S11
S12
S13
S14
S15
S16
S17
S18
M1.0
M2.0
M2.1
M2.2
M2.3
M3.0
E1.0
E1.1
E2.0
PROJECT INFORMATION
GENERAL NOTES I
GENERAL NOTES II
CAL GREEN NOTES I
CAL GREEN NOTES II
RESIDENTIAL TITLE 24 DOCUMENTS
RESIDENTIAL TITLE 24 DOCUMENTS
SITE PLAN
BASEMENT FLOOR PLAN
1ST FLOOR PLAN
2ND FLOOR PLAN
ROOF PLAN
STAKING PLAN
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
BUILDING SECTIONS 1 & 2
BUILDING SECTIONS 3 & 4
BUILDING SECTIONS A & B
BUILDING SECTIONS C
WALL ASSEMBLIES
FLOOR & ROOF ASSEMBLIES
ROOF ASSEMBLIES
RAILING DETAILS
STAIR DETAILS
SITE DETAILS
LIGHTING GENERAL NOTES AND SHEET INDEX
LIGHITNG LAYOUT BASEMENT FLOOR
LIGHITNG LAYOUT FIRST FLOOR
LIGHITNG LAYOUT SECOND FLOOR
BASEMENT DOOR & WINDOW SCHEDULE
FIRST FLOOR DOOR SCHEDULE
FIRST FLOOR WINDOW SCHEDULE
SECOND FLOOR DOOR SCHEDULE
SECOND FLOOR WINDOW SCHEDULE
WINDOW AND DOOR DETAILS
WINDOW AND DOOR DETAILS
SITE AREA DIAGRAM
ROOF AREA DIAGRAM
BASEMENT FLOOR AREA DIAGRAM
1ST FLOOR AREA DIAGRAM
2ND FLOOR AREA DIAGRAM
GENERAL NOTES
GENERAL NOTES
FOUNDATION PLAN
FIRST FLOOR FRAMING
SECOND FLOOR FRAMING
STR. CEILING FRAMING
ROOF FRAMING
STRUCTURAL SCHEDULES
TYPICAL STRUCTURAL DETAILS
TYPICAL STRUCTURAL DETAILS (2)
STRUCTURAL DETAILS
STEEL CONNECTION SCHEDULES
STRUCTURAL DETAILS
STRUCTURAL DETAILS
STRUCTURAL DETAILS
STRUCTURAL DETAILS
STRUCTURAL DETAILS
STRUCTURAL DETAILS
STRUCTURAL DETAILS
STRUCTURAL DETAILS
GENERAL NOTES AND SPECIFICATIONS
GARAGE FLOOR MECHANICAL PLAN
MAIN FLOOR MECHANICAL PLAN
2ND FLOOR MECHANICAL PLAN
ROOF MECHANICAL PLAN
DETAILS
GENERAL NOTES SINGLE LINE DIAGRAM
PANEL SCHEDULES
GARAGE FLOOR ELECTRICAL PLAN
PLUMBING SHEETS
CIVIL DRAWINGS
LANDSCAPE SHEETS
E2.1
E2.2
E2.3
P1.0
P2.0
P2.1
P2.2
P2.3
P3.0
P3.1
P3.2
P4.0
C-1
C-2
C-3
C-4
TP-01
TP-02
L1.00
L1.01
L1.02
L1.10
L1.11
MAIN FLOOR ELECTRICAL PLAN
2ND FLOOR ELECTRICAL PLAN
ROOF FLOOR ELECTRICAL PLAN
PLUMBING GENERAL NOTES, LEGEND, PLUMBING FIXTURES SCHEDULES
GARAGE FLOOR WASTE/VENT PLAN
MAIN FLOOR WASTE/VENT PLAN
2ND FLOOR WASTE/VENT PLAN
ROOF PLUMBING PLAN
GARAGE FLOOR COLD/HOT WATER GAS PLAN
MAIN FLOOR COLD/HOT WATER GAS PLAN
2ND FLOOR COLD/HOT WATER GAS PLAN
DETAILS
TITLE SHEET
PRECISE GRADING PLAN
SECTIONS AND DETAILS
EROSION CONTROL PLAN
TOPOGRAPHIC & BOUNDRY SURVEY
1960 TOPOGRAPHIC SURVEY
LANDSCAPE TITLE SHEET
HARDSCAPE AND IRRIGATION PLANS
PLANTING AND 12V LIGHTING PLANS
HARDSCAPE DETAILS
LANDSCAPE DETAILS AND NOTES
DEFERRED SUBMITTALS
ALL DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT AND/OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY HOA
1. SOLAR PANELS TO BE APPROVED IN FUTURE SUBMITTAL. NOT INCLUDED AS PART OF THIS APPROVAL.
2. USE PERMIT REQUIRED FOR FRONT WATER FEATURE WALL (STAND ALONE WALL NOT PART OF STAIRS >3.5’ TALL)
3. VARIANCE REQUEST AND APPROVAL NEEDED FOR FRONT AREA ENCROACHMENTS, REAR YARD, AS WELL AS MINIMUM SETBACK FOR MAIN STRUCTURE AND GARAGE DOOR.
CONDITIONS FOR APPROVAL
1. SAN JOAQUIN HILLS TRANSPORTATION FEE.
2. STD. PLAN 1117 (SIGHT DISTANCE)
3. CONSTRUCT DRIVEWAY APPROACH PER OCPW STD. PLAN 1209
SUBMITTALS AND REVISIONS
PROJECT NOTES
BUILDING AND SITE DATA
PROJECT DATA
CONTACTS
NPDES NOTES Sheet Index
Submittals
SCOTT D.ROSENBAUMLI
CENSED ARCHITECT
NROFILACFOETATS
AI
NO: C 32834REN.: 06/30/2019
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UP UP
UP
2'-6"
3'-6
"
E. 91
.67' T.
W.E. 91
.36' T.
W.
E. 94
.04' T.
W.
E. 87
.60' T.
W.
E. 96
.51' T.
W.
87.62
' T.W. N 50°13'05" W 63.32'
N 39°40'15" W
55.06'
N 59°38'45" W 58.87'
△ =
09°
25'4
2"R
= 39
5.00
'L
= 65
.00'
EMER
ALD
BA
Y DR
IVE
86 (1960)
88 (1960)
90 (1960)
84 (1960)
86 (1960)
88 (1960)
90 (1960)
DN
UP
UP
W10
3
D10
2B
W100C W100DW100B
D10
1
D105
W102
W100A
D103
W106
W107A
D102AD104A
REFFRZ
HO
OD
BBQ
5' SET BA
CK
5'-2 1/4"
PROPO
SED
55'-4
5/64
"
4'-6
17/
64"
45'-6
27/
64"
5'SE
T BA
CK
11'-7 3/4" 17'-6 49/64" 34'-2 1/4" 5'SET BACK
64'-8
21/
32"
5'-1
1 25
/32"
3'-9
1/2
"17
'-1 5
/32"
4'-1
0 3/
32"
1'-1
/64"
4'1'
-1"
9'5'
-9 1
/2"
5'-1
0 31
/32"
1'-5
1/3
2"3'
-6"
1'-3
5/8
"
6'-4 19/32"
13'-3 27/64"
20'-29/64"
14'-11 17/64"
18'
8'-8"
8'-8"
9'-9
9/3
2"21
'-11
1/4"
15'-1
"11
'-8 1
5/32
"6'
-2 4
1/64
"
63'-4 49/64"
54'-7 47/64"
5'EBSD UTILITY
5'EB
SD U
TILITY
5' EBSD UTILITY
5'EBSD UTILITY
83.19
' F.S.
90.74
' F.S.
91.90' F.S.
81.47' F.S.
91.50' F.G.
E. 87.29' T.W.
1
2
3
2
4
5
6
7
3
8 9
10
9
12
13
8
DBL
.O
VEN
N 50°13'05" W 63.32'
N 39°40'15" W
55.06'
N 59°38'45" W 58.87'
△ =
09°
25'4
2"R
= 39
5.00
'L
= 65
.00'
DRIVEWAY
AA3.2
AA3.2
4A3.1
4A3.1
5A 2.3
5A 2.3
1A3.0
1A3.0
2A3.0
2A3.0
3A3.1
3A3.1
4A3.1
4A3.1
BA3.2
BA3.2
CA3.3
CA3.3
SA2.0
NA2.1
EA
2.1
WA2.
0
D10
6
D108
D100
NEW SINGLEFAMILY HOME
11
14
1
2
3
4
5
6
7
8
9
10
11
13
12
14
ELECTRICAL BOX
WATER METER
TELPHONE BOX
RELOCATED GAS METER
REPLACE ENTIRE CURB ANDGUTTER PER EBSD STANDARDS
MAILBOX
WATER FEATURE - LOW NOISEVOLUME TO MEET OR EXCEEDEBCA AND COUNTYSTANDARDS
EXISTING SITE WALL EQUAL TOOR LESS THAN 6' TO REMAIN
NEW PERMANENT SHORINGWALL (4 CAISSONS) PERSEPARATE PLAN
24" EBSD ENCROACHMENTLIMIT
EXISTING 6' HIGH PL WALLW/ MAX. 2' WIDE FT'G.
TEMPORARY SHORINGCAISSONS PER STRUCTURAL
LINE OF LOWER DECK
KEY NOTES
NOTES
1. UNDERGROUND ALL UTILITY LINES TO THE NEARESTEXISTING POLE.
2. SLOPE ALL GRADES TO DIRECT WATER AWAY FROM THESTRUCTURE, HARDSCAPE SHALL BE SLOPED AWAYFROM THE STRUCTURE AT A MIN. OF 1% AND SOFTSCAPE AT A MIN. OF 2% UNLESS OTHERWISE NOTED ONTHE GRADING AND DRAINAGE PLAN.
3. ALL SITE WALLS EXISTING & NEW TO NOT EXCEED 6 FEETIN HEIGHT.
4. SOLAR PANELS TO BE APPROVED IN FUTURE SUBMITTAL.NOT INCLUDED AS PART OF THIS APPROVAL.
5. PROPERTY LINE WALLS ARE TO BE FINISHED ON BOTHSIDES
TEMPORARY SHORING (TYP.)
SITE PLAN 1/4" = 1'-0" SPA1.0
PLANNORTH
SCOTT D.ROSENBAUMLI
CENSED ARCHITECT
NROFILACFOETATS
AI
NO: C 32834REN.: 06/30/2019
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12/31/19
UP
1
2
3
4
5
6
7
8
9
10
11 12 13 14
UP
14 R
ISE
(7 5
/16"
)13
RUN
(12"
)
D008B
D008A
W009A
D005BW
009B
D002
D00
7
D009
D00
3
D005AD006
10'-4 5/8" 14'-3 3/8" 25'-7" 6'-6"
45'-3
43/
64"
20'-1
1 47
/64"
12'-5
15/
16"
4'7'
-10"
14'-10 45/64"
20'-6 1/4"
7'-8 11/32"43'-1 5/16"
21'-1
1 55
/64"
28'-3
1/4
"
21'-6" PARKING CLR.
20' PARKIN
G C
LR.
2'-2
29/
32"
19'-8
61/
64"
15'-9
59/
64"
4'-1
0 9/
16"
6'-6
23/
32"
1'-1
/32"
56'-9"
82.00' F.S.
81.50' F.F.
1
2
5
6
N 50°13'05" W 63.42'
N 50°13'05" W
63.42'
N 50°13'05" W 63.42'
△ =
09°
25'4
2"R
= 39
5.00
'L
= 65
.00'
FAMILY ROOM009
13' x 34'-10 29/32"H: 10'
GARAGE008
13' x 53'-3 23/32"H: 10'
HALL010
13' x 9'-4 43/64"H: 10'
WINE CELLAR002
13' x 5'-9 9/64"H: 10'
ELEVATOR003
13' x 2'-2 25/64"H: 10'
BEDROOM005
13' x 10'-2 23/32"H: 10'
POWDER006
13' x 2'-5"H: 10'
BATHROOM007
13' x 5'-6 5/32"H: 10'
LIGHT WELL004
13' x 1'-3 7/16"H: 10'
FAMILY ROOM001
13' x 6'-8 27/64"H: 10'
AA3.2
AA3.2
4A3.1
4A3.1
5A 2.3
5A 2.3
1A3.0
1A3.0
2A3.0
2A3.0
3A3.1
3A3.1
4A3.1
4A3.1
BA3.2
BA3.2
CA3.3
CA3.3
SA2.0
NA2.1
EA
2.1
WA2.
0
D004
D001
1A4.5
6A4.3
1A4.4
7A4.3
83.50' F.F.
TRASH
ACACSTACKED
SERVICE YARD001
13' x 7'-5/32"H: 10'
1
2
3
4
5
6
7
SETBACK
24" EBSD ENCROACHMENTLIMIT
OUTDOOR HEATERS IN SOFFIT
LINE OF UPPER DECK LEVEL
KEY NOTES
NOTES
1. Smoke and co combination alarms shall be hardwired withbattery back up and meet standards of NFPA 72 and listedwith UL 217 and UL 2034. Smoke and co combination alarmsshall be installed in every sleeping room, outside eachseparate sleeping area in the immediate vicinity of thebedrooms, on each level of the dwelling unit, includinghabitable basements and attics, smoke alarms shall not belocated within 3’ horizontally of bathroom (CRC R314).
2. All plumbing fixtures shall comply with maximum flow ratesspecified in the cal green building standards and local greenbuilding standards, whichever is more restrictive.
3. All water closets or bidets shall maintain a minimum of a 15”horizontal clearance from the of its center to the nearest sidewall or obstruction, and not closer than 30” to the center of anadjacent fixture and shall maintain a minimum of 24” clear infront of the fixture (CPC 402.5).
4. All showers compartments, regardless of shape, shall maintaina minimum of 1024 sq.in. and encompass 30” diameter clearspace inside the shower enclosure (CPC 408.6) and a ceilingheight of not less thaN 6’-8” (CRC R305.1). Shower walls shallbe tile or stone from floor to min. hgt. of 6’-0” above showerfloor (CPC 408.7). all glass shower enclosures shall beconstructed with tempered safety glass CRC R308.5. Showerlining and receptors shall be constructed on site andwatertight by approved non-absorbent, non-corrosivematerials and reinforced in accordance with manuf.specifications (CPC 408.7). where a shower receptor has afinished dam, curb or threshold it shall be not less than 1” lowerthat the sides and back of such receptor, and not less than 2”or exceeding 9” in depth where measured from the top of thedam or threshold to the top of the drain (CPC 408.5).
5. Garages shall be separated from habitable area by a min.5/8” thk. type x gyp. bd. wall finish on the garage side of studframing (CRC R302.6).
6. Gas fired appliances located in garages shall be installed sothat burners and ignition devices are located a minimum of18” above the floor (CPC 507.13).
7. Fireblocking shall be provided to cut off both vertical andhorizontal concealed draft openings in the following locationsand constructed of an approved material(CRC r302.11):
1. in stud walls and partitions including furred spaces andparallel rows of studs or staggered studs: vertically atceiling and floor levels, and horizontally at intervals notexceeding 10’.
2. at interconnections between concealed vertical andhorizontal spaces such as soffits, dry ceilings, and coveceilings.
3. in concealed spaces between stairs stringers and topand bottom of run.
4. at openings around vents, pipes, ducts, cables, andwires at ceiling and floor levels, with an approvedmaterial to resist the free passage of flame and productsof combustion.
8. Draftstopping shall be provided in usable space both aboveand below the concealed space of a floor-ceiling assemblysuch that the area of concealed space does not exceed 1000sq.ft. draftstopping shall divide the space into roughly equalareas and shall be provided when the ceiling framing isdropped below the floor framing or when open web truss orperforated joists are used (CRC r 302.12).
9. tank water heaters shall be anchored or strapped to resistseismic disc placement . strapping shall be at points within theupper 1/3 and lower 1/3 of its vertical dimensions. a min. of 4”shall be maintained between strapping and controls.(CPC507.2). where a water is heater is located in an attic or on afloor/ceiling assembly - a min. 1 1/2” dp. watertight corrosionresistant pan shall be installed beneath the water heater w/ a3/4”Ø drain to an approved location (CPC 507.5).
DRIVEWAY PARKING
OUTDOOR SHOWER
LINE OF ROOF ABOVE
BASEMENT FLOOR PLAN 1/4" = 1'-0" BPA1.1
PLANNORTH
SCOTT D.ROSENBAUMLI
CENSED ARCHITECT
NROFILACFOETATS
AI
NO: C 32834REN.: 06/30/2019
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12/31/19
DN
UP
UP
W10
3
D10
2B
W100C W100DW100B
D10
1
D105
W102
W100A
D103
W106
W107A
D102AD104A
REFFRZ
HO
OD
BBQ
52'-3"
7' 4'-11 25/32" 7'-1 5/32" 20'-11 29/32" 5'-8 5/32" 6'-6"
45'-3
43/
64"
15'-2
43/
64"
6'-6
"11
'-9"
4'7'
-10"
48'-1 7/8"
14'-9 63/64"
19'-11 7/32"
13'-4 21/32"
3'-9
31/
64"
37'-9
/32"
11'-6
1/2
"1'
-1/2
"
53'-4
3/4
"
91.42' F.S.
91.50' F.F.
81.90
'
91.42'91.34'
91.42'
91.42'
91.32'
91.29'
1
2
3
4
DBL
.O
VEN
N 50°13'05" W 63.32'
N 39°40'15" W
55.06'
N 59°38'45" W 58.87'
△ =
09°
25'4
2"R
= 39
5.00
'L
= 65
.00'
DECK
FIRE
SEAT
ENTRY100
13' x 28'-4 43/64"H: 11'
ELEVATOR101
13' x 2'-2 25/64"H: 11'
BEDROOM/OFFICE102
13' x 9'-10 7/64"H: 11'
CLOSET103
13' x 2'-5 49/64"H: 11'
CLOSET104
13' x 2'-4 1/64"H: 11'
POWDER105
13' x 1'-11 49/64"H: 11'
KITCHEN106
13' x 19'-4 17/32"H: 11'
DINING107
13' x 22'-7 33/64"H: 11'
LIVING ROOM108
13' x 30'-2 5/8"H: 11'
AA3.2
AA3.2
4A3.1
4A3.1
5A 2.3
5A 2.3
1A3.0
1A3.0
2A3.0
2A3.0
3A3.1
3A3.1
4A3.1
4A3.1
BA3.2
BA3.2
CA3.3
CA3.3
SA2.0
NA2.1
EA
2.1
WA2.
0
D10
6
D108
D100
1A4.5
2A4.4
6A4.3
1A4.4
4A4.3
1A4.3
1A4.5
9A4.4
1
2
3
4
5
6
7
SETBACK
24" EBSD ENCROACHMENTLIMIT
OUTDOOR HEATERS IN SOFFIT
LINE OF UPPER DECK LEVEL
KEY NOTES
NOTES
1. Smoke and co combination alarms shall be hardwired withbattery back up and meet standards of NFPA 72 and listedwith UL 217 and UL 2034. Smoke and co combination alarmsshall be installed in every sleeping room, outside eachseparate sleeping area in the immediate vicinity of thebedrooms, on each level of the dwelling unit, includinghabitable basements and attics, smoke alarms shall not belocated within 3’ horizontally of bathroom (CRC R314).
2. All plumbing fixtures shall comply with maximum flow ratesspecified in the cal green building standards and local greenbuilding standards, whichever is more restrictive.
3. All water closets or bidets shall maintain a minimum of a 15”horizontal clearance from the of its center to the nearest sidewall or obstruction, and not closer than 30” to the center of anadjacent fixture and shall maintain a minimum of 24” clear infront of the fixture (CPC 402.5).
4. All showers compartments, regardless of shape, shall maintaina minimum of 1024 sq.in. and encompass 30” diameter clearspace inside the shower enclosure (CPC 408.6) and a ceilingheight of not less thaN 6’-8” (CRC R305.1). Shower walls shallbe tile or stone from floor to min. hgt. of 6’-0” above showerfloor (CPC 408.7). all glass shower enclosures shall beconstructed with tempered safety glass CRC R308.5. Showerlining and receptors shall be constructed on site andwatertight by approved non-absorbent, non-corrosivematerials and reinforced in accordance with manuf.specifications (CPC 408.7). where a shower receptor has afinished dam, curb or threshold it shall be not less than 1” lowerthat the sides and back of such receptor, and not less than 2”or exceeding 9” in depth where measured from the top of thedam or threshold to the top of the drain (CPC 408.5).
5. Garages shall be separated from habitable area by a min.5/8” thk. type x gyp. bd. wall finish on the garage side of studframing (CRC R302.6).
6. Gas fired appliances located in garages shall be installed sothat burners and ignition devices are located a minimum of18” above the floor (CPC 507.13).
7. Fireblocking shall be provided to cut off both vertical andhorizontal concealed draft openings in the following locationsand constructed of an approved material(CRC r302.11):
1. in stud walls and partitions including furred spaces andparallel rows of studs or staggered studs: vertically atceiling and floor levels, and horizontally at intervals notexceeding 10’.
2. at interconnections between concealed vertical andhorizontal spaces such as soffits, dry ceilings, and coveceilings.
3. in concealed spaces between stairs stringers and topand bottom of run.
4. at openings around vents, pipes, ducts, cables, andwires at ceiling and floor levels, with an approvedmaterial to resist the free passage of flame and productsof combustion.
8. Draftstopping shall be provided in usable space both aboveand below the concealed space of a floor-ceiling assemblysuch that the area of concealed space does not exceed 1000sq.ft. draftstopping shall divide the space into roughly equalareas and shall be provided when the ceiling framing isdropped below the floor framing or when open web truss orperforated joists are used (CRC r 302.12).
9. tank water heaters shall be anchored or strapped to resistseismic disc placement . strapping shall be at points within theupper 1/3 and lower 1/3 of its vertical dimensions. a min. of 4”shall be maintained between strapping and controls.(CPC507.2). where a water is heater is located in an attic or on afloor/ceiling assembly - a min. 1 1/2” dp. watertight corrosionresistant pan shall be installed beneath the water heater w/ a3/4”Ø drain to an approved location (CPC 507.5).
DRIVEWAY PARKING
OUTDOOR SHOWER
LINE OF ROOF ABOVE
1ST FLOOR PLAN 1/4" = 1'-0" 1A1.2
PLANNORTH
SCOTT D.ROSENBAUMLI
CENSED ARCHITECT
NROFILACFOETATS
AI
NO: C 32834REN.: 06/30/2019
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12/31/19
DN
W20
3W
204B
W20
2AW
204A
W20
2B
44'-8 13/16"
4'-4 9/32" 22'-6 17/32" 5'-8 15/16" 3'-4 61/64" 8'-8 1/8"
14'-4
5/1
6"7'
-5"
11'-9
"2'
-6"
9'-4
"
14'-10 5/8"
20'-6 43/64"
11'-4 1/32"
49'-7
15/
64"
4'-9
1/3
2"25
'-4 1
/16"
13'-1
3/32
"6'
-5 2
3/32
"
45'-4
19/
64"
14'-10 5/8"
31'-10 11/16"
10.63' F.F.
102.16'
102.20'
AA3.2
AA3.2
4A3.1
4A3.1
5A 2.3
5A 2.3
1A3.0
1A3.0
2A3.0
2A3.0
3A3.1
3A3.1
4A3.1
4A3.1
BA3.2
BA3.2
CA3.3
CA3.3
SA2.0
NA2.1
EA
2.1
WA2.
0
1
7
DECK
N 50°13'05" W 63.42'
N 50°13'05" W
63.42'
N 50°13'05" W 63.42'
△ =
09°
25'4
2"R
= 39
5.00
'L
= 65
.00'
ELEVATOR201
13' x 2'-2 25/64"H: 9'-6"
BEDROOM202
13' x 11'-6 11/32"H: 9'-6"
BATHROOM203
13' x 6'-23/64"H: 9'-6"
BEDROOM204
13' x 14'-4 5/16"H: 9'-6"
W200B
WD
W206A
D20
1D
202A
W207B
D20
6
D20
7A
D202B
D203B
D203B
D204B
W206B
W207A
W200A
D207B
D20
4A
D2054
A4.3
6A4.3
7A4.3
MASTER BED207
13' x 35'-17/64"H: 9'-6"
MASTER BATH206
13' x 26'-6 37/64"H: 9'-6"
LAUNDRY205
13' x 1'-4 1/2"H: 9'-6"
HALL200
13' x 16'-3 15/16"H: 9'-6"
1
2
3
4
5
6
7
SETBACK
24" EBSD ENCROACHMENTLIMIT
OUTDOOR HEATERS IN SOFFIT
LINE OF UPPER DECK LEVEL
KEY NOTES
NOTES
1. Smoke and co combination alarms shall be hardwired withbattery back up and meet standards of NFPA 72 and listedwith UL 217 and UL 2034. Smoke and co combination alarmsshall be installed in every sleeping room, outside eachseparate sleeping area in the immediate vicinity of thebedrooms, on each level of the dwelling unit, includinghabitable basements and attics, smoke alarms shall not belocated within 3’ horizontally of bathroom (CRC R314).
2. All plumbing fixtures shall comply with maximum flow ratesspecified in the cal green building standards and local greenbuilding standards, whichever is more restrictive.
3. All water closets or bidets shall maintain a minimum of a 15”horizontal clearance from the of its center to the nearest sidewall or obstruction, and not closer than 30” to the center of anadjacent fixture and shall maintain a minimum of 24” clear infront of the fixture (CPC 402.5).
4. All showers compartments, regardless of shape, shall maintaina minimum of 1024 sq.in. and encompass 30” diameter clearspace inside the shower enclosure (CPC 408.6) and a ceilingheight of not less thaN 6’-8” (CRC R305.1). Shower walls shallbe tile or stone from floor to min. hgt. of 6’-0” above showerfloor (CPC 408.7). all glass shower enclosures shall beconstructed with tempered safety glass CRC R308.5. Showerlining and receptors shall be constructed on site andwatertight by approved non-absorbent, non-corrosivematerials and reinforced in accordance with manuf.specifications (CPC 408.7). where a shower receptor has afinished dam, curb or threshold it shall be not less than 1” lowerthat the sides and back of such receptor, and not less than 2”or exceeding 9” in depth where measured from the top of thedam or threshold to the top of the drain (CPC 408.5).
5. Garages shall be separated from habitable area by a min.5/8” thk. type x gyp. bd. wall finish on the garage side of studframing (CRC R302.6).
6. Gas fired appliances located in garages shall be installed sothat burners and ignition devices are located a minimum of18” above the floor (CPC 507.13).
7. Fireblocking shall be provided to cut off both vertical andhorizontal concealed draft openings in the following locationsand constructed of an approved material(CRC r302.11):
1. in stud walls and partitions including furred spaces andparallel rows of studs or staggered studs: vertically atceiling and floor levels, and horizontally at intervals notexceeding 10’.
2. at interconnections between concealed vertical andhorizontal spaces such as soffits, dry ceilings, and coveceilings.
3. in concealed spaces between stairs stringers and topand bottom of run.
4. at openings around vents, pipes, ducts, cables, andwires at ceiling and floor levels, with an approvedmaterial to resist the free passage of flame and productsof combustion.
8. Draftstopping shall be provided in usable space both aboveand below the concealed space of a floor-ceiling assemblysuch that the area of concealed space does not exceed 1000sq.ft. draftstopping shall divide the space into roughly equalareas and shall be provided when the ceiling framing isdropped below the floor framing or when open web truss orperforated joists are used (CRC r 302.12).
9. tank water heaters shall be anchored or strapped to resistseismic disc placement . strapping shall be at points within theupper 1/3 and lower 1/3 of its vertical dimensions. a min. of 4”shall be maintained between strapping and controls.(CPC507.2). where a water is heater is located in an attic or on afloor/ceiling assembly - a min. 1 1/2” dp. watertight corrosionresistant pan shall be installed beneath the water heater w/ a3/4”Ø drain to an approved location (CPC 507.5).
DRIVEWAY PARKING
OUTDOOR SHOWER
LINE OF ROOF ABOVE
2ND FLOOR PLAN 1/4" = 1'-0" 2A1.3
PLANNORTH
SCOTT D.ROSENBAUMLI
CENSED ARCHITECT
NROFILACFOETATS
AI
NO: C 32834REN.: 06/30/2019
STE
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EN
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/ Tu
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31,
2019
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17 P
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2N
D F
LO
OR
PL
AN
- S
TE
EL
E R
ES
IDE
NC
E6
EM
ER
AL
D B
AY
DR
IVE
, LA
GU
NA
BE
AC
H C
AA
1.3
12/31/19
1
2
3
4
5
6
SETBACK
SOLAR PANELS
1960 TOPOGRAPHY
NON REFLECTIVE SKYLIGHT
CONCEALED GUTTERS
COPPER ROOFING
KEY NOTES
NOTES
1. Minimum net free attic ventilation area shall be equal orgreater than 1/150 of the area of the ventilated space.between 40%-50% of the required ventilating area is providedby vents located in the upper portion of the attic or rafterspace.
2. Unvented attic and enclosed rafter assemblies. Unventedattic ASSEMBLIES AND UNVENTED ENCLOSED RAFTERASSEMBLIES shall meet the following requirements (CRCR806.5):
I. The unvented attic space is completely within thebuilding thermal envelope.
II. No interior class I vapor retarders are installed on theceiling side (attic floor_ of the unvented attic assembly oron the ceiling side of the unvented enclosed roofframing assembly.
III. Where wood shingles or shakes are used, a minimum1/4” vented airspace separates the shingles or shakesand the roofing underlayment above the structuralsheathing.
IV. In California climate zone 14 and 16, any air-impermeable insulation shall be a class II vapor retarder,or shall have a class ii vapor retarder coating or coveringin direct contact with the underside of the insulation.
1. A class i or class ii vapor retarder shall beinstalled on the indirectly conditioned space sideof all insulation in an unvented attic with air-permeable insulation, for condensation control.
3. Insulation shall be located in accordance with the following:Item I, II, III or IV shall be met, depending on the air permeabilityof the insulation directly under the structural roof sheathing. Noinsulation shall be required when roof tiles, wood shingles orwood shakes, or any other roofing system using battens and nocontinuous underlayment is installed. A continuousunderlayment shall be considered to exist if sheathing, roofingpaper or any continuous layer having a perm rate of no morethan one perm under the dry cup method is present.
I. Where only air-impermeable insulation is provided, itshall be applied indirect contact with the underside ofthe strucTural roof Sheathing.
II. Where air-permeable insulation is provided inside thebuilding thermal envelope, it shall be installed inaccordance with Section note 3 of roofing notes, Inaddition to the air-permeable insulation installed directlybelow the structural sheathing, rigid board or sheetinsulation shall be installed directly above the structuralroof sheathing in accordance with the R-values in TableR806.5 for condensation control.
III. Where both air-impermeable and air-permeableinsulation are provided, the air-impermeable insulationshall be applied in direct contact with the underside ofthe structural roof sheathing and shall be in accordancewith the R-values in Table R806.5 for condensationcontrol. The air-permeable insulation shall be installeddirectly under the air-impermeable insulation.
IV. Alternatively, sufficient rigid board or sheet insulationshall be installed directly above the structural roofsheathing to maintain the monthly average temperatureof the underside of the structural roof sheathing above45°F (7°C). For calculation purposes, an interior airtemperature of 68°F (20°C) is assumed and the exteriorair temperature is assumed to be the monthly averageoutside air temperature of the three coldest months.
4. Where preformed insulation board is used as the air-impermeable insulation layer, it shall be sealed at theperimeter of each individual sheets to form a continuous layer.
5. Attic access rough framed opening shall not be less than22”x30” and shall be located in a hallway or other readilyaccessible location (CRC r807).
6. Roof gutters shall be constructed to prevent the accumulationof leaves and debris (CBC 705A, CRC R327.5.4).
NOTE: SOLAR PANELS TO BEAPPROVED IN FUTURE SUBMITTAL.NOT INCLUDED AS PART OF THISAPPROVAL.
AA3.2
AA3.2
4A3.1
4A3.1
5A 2.3
5A 2.3
1A3.0
1A3.0
2A3.0
2A3.0
3A3.1
3A3.1
4A3.1
4A3.1
BA3.2
BA3.2
CA3.3
CA3.3
116.6
8' RID
GE
116.6
8' RID
GE
116.6
8' RID
GE
116.6
8' RID
GE
2
6
3
4 5
5
52
1
3:12
1/4:12
3:12
3:12
3:12
3:12
3:12
SOLAR ARRAY
SOLA
R ARRAY
3:12
3:12
114.3
3' T.O
.RF.
114.3
3' T.O
.RF.
114.3
3' T.O
.RF.
14A4.1
13A4.1
1A4.2
9A4.1
7A4.1
9A4.1
3A4.2
2A4.2
4A4.2
10A4.1
86.14
' 196
0 F.G
.
114.3
3' T.O
.RF.
85.85
' 196
0 F.G
.
85.93
' 196
0 F.G
.
87.86
' 196
0 F.G
.
9088
8684
ROOF PLAN 1/4" = 1'-0" RPA1.4
PLANNORTH
SCOTT D.ROSENBAUMLI
CENSED ARCHITECT
NROFILACFOETATS
AI
NO: C 32834REN.: 06/30/2019
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RO
OF
PL
AN
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ES
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D B
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, LA
GU
NA
BE
AC
H C
AA
1.4
12/31/19
02
05
05
0506
05
07
04
01
04
04
04
116.68' ROOF RIDGE
102.63' 2ND FLOOR F.F.
91.50' 1ST FLOOR F.F.
81.50' BASEMENT F.F.
113.53' ROOF EAVE
5'SETBACK
5
2
1
3
4
9A4.1
1A4.3
11A4.1
4A4.2
1A4.3
116.68' ROOF RIDGE
102.63' 2ND FLOOR F.F.
91.50' 1ST FLOOR F.F.
81.50' BASEMENT F.F.
113.53' ROOF EAVE
5'SETBACK
5'SETBACK
2
1
5
3
4
04
0702
01
05
01
0505
01
05
05
03
06
2A4.5
6A4.3
1A4.3
11A4.1
3A4.2
9A4.1
7A4.3
7A4.3
1
2
3
4
5
LINE OF EXISTING GRADE
LINE OF 1960'S GRADE
PROPERTY LINE
SETBACK
KEY NOTES
MATERIALS LEGEND
LINE OF 30' HEIGHT LIMIT
DESCRIPTION: WEATHERING STEEL - WALLS, SOLIDRAILING, LOUVERS
COLOR: NATURAL FINISH (RUST)
MANUFACTURER:
REMARKS:
DESCRIPTION: STANDING SEAM METAL ROOF -ROOFING
COLOR: COPPER | NATURAL PATINA
MANUFACTURER:
REMARKS:
DESCRIPTION: POWDER COATED PLATE STEEL,UPPER LEVEL DECK
COLOR: WHITE
MANUFACTURER:
REMARKS:
DESCRIPTION: SMOOTH COAT STUCCO - WALLS
COLOR: CREAM
MANUFACTURER:
REMARKS:
DESCRIPTION: MAHOGONY WOOD - EXT.WINDOWS AND DOORS, GARAGE DOORS EXT.TRIM.
COLOR: MAHOGANY
MANUFACTURER:
REMARKS: DOORS AND WINDOWS STAINED TOMATCH RED BALOU
DESCRIPTION: LIMESTONE TILE - EXT. STAIRS,DRIVEWAY, HARDSCAPE, DECKS, SOFFITS
COLOR: 80%/20% WHITE/CREAM BLEND
MANUFACTURER:
REMARKS:
DESCRIPTION: SOLAR PANELS
COLOR: BLACK PHOTOVOLTAIC CELL
MANUFACTURER:
REMARKS: SOLAR PANELS TO BE APPROVED INFUTURE SUBMITTAL. NOT INCLUDED ASPART OF THIS APPROVAL.
DESCRIPTION: SMOOTH COAT STUCCO - WALLS
COLOR: BROWN
MANUFACTURER:
REMARKS:
01
02
03
04
05
06
0707
08
SOUTH EXTERIOR ELEVATION 1/4" = 1'-0" 2A2.0
WEST EXTERIOR ELEVATION 1/4" = 1'-0" 1A2.0
PLANNORTH
SCOTT D.ROSENBAUMLI
CENSED ARCHITECT
NROFILACFOETATS
AI
NO: C 32834REN.: 06/30/2019
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EX
TE
RIO
R E
LE
VA
TIO
NS
- S
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ES
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NC
E6
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D B
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DR
IVE
, LA
GU
NA
BE
AC
H C
AA
2.0
12/31/19
116.68' ROOF RIDGE
102.63' 2ND FLOOR F.F.
91.50' 1ST FLOOR F.F.
113.53' ROOF EAVE
5'SETBACK
2
1
5
3
4
05
07
04
02
04
0404
05
9A4.1
1A4.2
9A4.4
11A4.1
116.68' ROOF RIDGE
102.63' 2ND STORY F.F.
91.50' FIRST FLOOR F.F.
5'SETBACK
113.53' ROOF EAVE
5'
2
1
5
3
4
01
0203
04
05
05
06
04
08 01
2A4.2
1A4.2
2A4.5
14A4.1
9A4.1
81.50' BASMENT F.F.
1
2
3
4
5
LINE OF EXISTING GRADE
LINE OF 1960'S GRADE
PROPERTY LINE
SETBACK
KEY NOTES
MATERIALS LEGEND
LINE OF 30' HEIGHT LIMIT
DESCRIPTION: WEATHERING STEEL - WALLS, SOLIDRAILING, LOUVERS
COLOR: NATURAL FINISH (RUST)
MANUFACTURER:
REMARKS:
DESCRIPTION: STANDING SEAM METAL ROOF -ROOFING
COLOR: COPPER | NATURAL PATINA
MANUFACTURER:
REMARKS:
DESCRIPTION: POWDER COATED PLATE STEEL,UPPER LEVEL DECK
COLOR: WHITE
MANUFACTURER:
REMARKS:
DESCRIPTION: SMOOTH COAT STUCCO - WALLS
COLOR: CREAM
MANUFACTURER:
REMARKS:
DESCRIPTION: MAHOGONY WOOD - EXT.WINDOWS AND DOORS, GARAGE DOORS EXT.TRIM.
COLOR: MAHOGANY
MANUFACTURER:
REMARKS: DOORS AND WINDOWS STAINED TOMATCH RED BALOU
DESCRIPTION: LIMESTONE TILE - EXT. STAIRS,DRIVEWAY, HARDSCAPE, DECKS, SOFFITS
COLOR: 80%/20% WHITE/CREAM BLEND
MANUFACTURER:
REMARKS:
DESCRIPTION: SOLAR PANELS
COLOR: BLACK PHOTOVOLTAIC CELL
MANUFACTURER:
REMARKS: SOLAR PANELS TO BE APPROVED INFUTURE SUBMITTAL. NOT INCLUDED ASPART OF THIS APPROVAL.
DESCRIPTION: SMOOTH COAT STUCCO - WALLS
COLOR: BROWN
MANUFACTURER:
REMARKS:
01
02
03
04
05
06
0707
08
EAST EXTERIOR ELEVATION 1/4" = 1'-0" 1A2.1
NORTH EXTERIOR ELEVATION 1/4" = 1'-0" 2A2.1
PLANNORTH
SCOTT D.ROSENBAUMLI
CENSED ARCHITECT
NROFILACFOETATS
AI
NO: C 32834REN.: 06/30/2019
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EX
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VA
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NC
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2.1
12/31/19
3A4.2
9A4.1
6A6.5
7A6.5
5A4.1
1A4.2
3A4.1
1A4.1
2A4.0
2A4.5
11A4.1
102.63' 2ND FLOOR F.F.
91.50' 1ST FLOOR F.F.
81.50' BASEMENT F.F.
113.53' ROOF EAVE
5'SETBACK
5'SETBACK
3'EBSD UTILITY
CLEAR
3
4
3
4
6
7
8
9
SERVICE YARD001
WINE CELLAR002
ELEVATORSHAFT
101
14A4.1
15' +
EBSD
UTIL
ITYC
LEA
R
1
2
3
4
5
6
7
8
9
10
11
LINE OF EXISTING GRADE
LINE OF 1960'S GRADE
PROPERTY LINE
SETBACK
KEY NOTES
LINE OF 30' HEIGHT LIMIT
WATER FEATURE - LOW NOISE VOLUME TOMEET OR EXCEED EBCA AND COUNTYSTANDARDS - DOES NOT EXCEED 4'HEIGHT IN FRONT SETBACK
NEW 6' HEIGHT SITE WALL
EXISTING CURB TO REMAIN
NEW SHORING REFER TO STRUCTURALAND CIVIL FOR MORE INFORMATION PEREBSD APPROVAL
CAISSON PER STRUCTURAL
NEIGHBORS EXISTING SITE WALL
10
1A4.2
3A4.2
9A4.1
8A4.1
6A4.3
4A4.1
1A4.0
1A4.0
2A6.6
9A4.0
3A4.4
2A4.5
5A4.1
3A4.1
91.50' 1ST FLOOR F.F.
81.50' BASMENT F.F.
5'SETBACK
5'SETBACK
3'EBSD UTILITY
CLEAR
113.53' ROOF EAVE
102.63' 2ND FLOOR F.F.
3
4
3
4
6
7
8
9
ENTRY100 LIGHT WELL
WINE CELLAR002
FAMILY ROOM009
HALL200
MASTERBEDROOM
207
ELEVATORSHAFT
201
7A4.3
15' +
EBSD
UTIL
ITYC
LEA
R
SECTION 1 1/4" = 1'-0" 1A3.0
SECTION 2 1/4" = 1'-0" 2A3.0
PLANNORTH
SCOTT D.ROSENBAUMLI
CENSED ARCHITECT
NROFILACFOETATS
AI
NO: C 32834REN.: 06/30/2019
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su
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su
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BU
ILD
ING
SE
CT
ION
S 1
& 2
- S
TE
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ES
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NC
E6
EM
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D B
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DR
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, LA
GU
NA
BE
AC
H C
AA
3.0
12/31/19
1
2
3
4
5
6
7
8
9
10
11
LINE OF EXISTING GRADE
LINE OF 1960'S GRADE
PROPERTY LINE
SETBACK
KEY NOTES
LINE OF 30' HEIGHT LIMIT
WATER FEATURE - LOW NOISE VOLUME TOMEET OR EXCEED EBCA AND COUNTYSTANDARDS - DOES NOT EXCEED 4'HEIGHT IN FRONT SETBACK
NEW 6' HEIGHT SITE WALL
EXISTING CURB TO REMAIN
NEW SHORING REFER TO STRUCTURALAND CIVIL FOR MORE INFORMATION PEREBSD APPROVAL
CAISSON PER STRUCTURAL
NEIGHBORS EXISTING SITE WALL
1A4.0
9A4.0
5A4.0
6A6.6
7A4.1
9A4.1
3A4.2
4A4.3
4A4.3
1A4.3
4A4.1
7A6.5
9A6.5
6A4.3
9A4.0
1A4.1
4A6.6
5A6.6
4A6.6
5A6.6
9A4.0
1A4.2
11A4.191.50' 1ST FLOOR F.F.
5'SETBACK
5'SETBACK
113.53' ROOF EAVE
102.63' 2ND FLOOR F.F.
116.68' ROOF RIDGE
91.50' 1ST FLOOR F.F.
81.50' BASEMENT F.F.
3
43
4
6
7
8
9FAMILY ROOM009
BATHROOM007
BEDROOM005
LIVING ROOM108
POWDERROOM
105 BEDROOM/OFFICE
102
MASTER BEDROOM207
HALL200
BEDROOM202
15'+
EBSD
UTIL
ITY C
LEA
R
10
4A6.5
5A4.0
6A6.6
9A4.1
3A4.2
4A4.3
1A4.3
4A4.1
2A4.1
4A6.6
5A6.6
2A6.5
5A6.6
4A6.6
11A6.5
10A6.5
10A6.6
10A4.0
4A4.1
12A4.1
5'SETBACK
5'SETBACK
116.68' ROOF RIDGE
91.50' 1ST FLOOR F.F.
113.53' ROOF EAVE
102.63' 2ND FLOOR F.F.
81.50' BASMENT F.F.
3'EBSD UTILITY
CLEAR
3
4
3
4
6
7
8
9GARAGE
008
KITCHEN106
DINING107
BEDROOM204
MASTERBATHROOM
206
BACK PATIO
15'+
EBSD
UTIL
ITY C
LEA
R
SECTION 3 1/4" = 1'-0" 3A3.1
SECTION 4 1/4" = 1'-0" 4A3.1
PLANNORTH
SCOTT D.ROSENBAUMLI
CENSED ARCHITECT
NROFILACFOETATS
AI
NO: C 32834REN.: 06/30/2019
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su
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ge
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su
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off
BU
ILD
ING
SE
CT
ION
S 3
& 4
- S
TE
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E R
ES
IDE
NC
E6
EM
ER
AL
D B
AY
DR
IVE
, LA
GU
NA
BE
AC
H C
AA
3.1
12/31/19
1
2
3
4
5
6
7
8
9
10
11
LINE OF EXISTING GRADE
LINE OF 1960'S GRADE
PROPERTY LINE
SETBACK
KEY NOTES
LINE OF 30' HEIGHT LIMIT
WATER FEATURE - LOW NOISE VOLUME TOMEET OR EXCEED EBCA AND COUNTYSTANDARDS - DOES NOT EXCEED 4'HEIGHT IN FRONT SETBACK
NEW 6' HEIGHT SITE WALL
EXISTING CURB TO REMAIN
NEW SHORING REFER TO STRUCTURALAND CIVIL FOR MORE INFORMATION PEREBSD APPROVAL
CAISSON PER STRUCTURAL
NEIGHBORS EXISTING SITE WALL
2A4.2
116.68' ROOF RIDGE
102.63' 2ND FLOOR F.F.
91.50' FIRST FLOOR F.F.
113.53' ROOF EAVE
5'SETBACK
5'SETBACK
3
4
11
3
4
11
6A6.5
7A6.5
7A4.0
4A4.1
4A4.1
1A4.3
10A6.5
12A6.5
1A6.6
7A6.6
7A6.5
9A6.5
2A6.6
5A6.6
5A6.6
4A6.6
1A4.1
81.50' BASMENT F.F.
4A4.2
2A4.2
9A4.1
9A4.1
1A4.1
2A4.1
3A4.1
5A4.1
7A4.3
6A6.6
116.68' ROOF RIDGE
102.63' 2ND FLOOR F.F.
91.50' FIRST FLOOR F.F.
113.53' ROOF EAVE
5'SETBACK
5'SETBACK
3
4
11
3
4
11
GARAGE008
FAMILY ROOM009
LIVING ROOM108
KITCHEN106
MASTERBEDROOM
207
MASTERBATHROOM
206
6A6.5
7A6.5
7A4.0
5A6.5
11A6.6
11A4.1 81.50' BASMENT F.F.
SECTION A 1/4" = 1'-0" AA3.2
SECTION B 1/4" = 1'-0" BA3.2
PLANNORTH
SCOTT D.ROSENBAUMLI
CENSED ARCHITECT
NROFILACFOETATS
AI
NO: C 32834REN.: 06/30/2019
STE
ELE
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EN
CE
/ Tu
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31,
2019
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su
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ge
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su
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ge
off
BU
ILD
ING
SE
CT
ION
S A
& B
- S
TE
EL
E R
ES
IDE
NC
E6
EM
ER
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D B
AY
DR
IVE
, LA
GU
NA
BE
AC
H C
AA
3.2
12/31/19