This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
PLUMBING NOTES
1. ALL ACCESS WAYS (PUBLIC OR PRIVATE) SHALL BE INSTALLED AND MADE SERVICEABLE.
2. ACCESS WAYS SHALL BE EXTENDED TO WITHIN 150 FEET OF ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF ANY BUILDING.
3. A MINIMUM OF 14 FEET OF VERTICAL CLEARANCE SHALL BE PROVIDED AND MAINTAINED FOR THE LIFE OF THE PROJECT FOR EMERGENCY APPARATUS ACCESS.
4. THE ACCESS DRIVEWAY FOR ALL BUILDINGS WILL NEED TO BE A MINIMUM OF 12 FEET WIDE.
5. RESIDENTIAL BUILDING ADDRESS NUMBERS MUST BE A MINIMUM HEIGHT OF FOUR (4) INCHES, REFLECTIVE, AND A COLOR CONTRASTING TO THE BACKROUND COLOR. THE ADDRESS NUMBER SHALL BE ELEVATED AT LEAST THREE (3) FEET FROM THE GROUND FOR CLEAR VISIBILITY AND EASY DIRECTIONAL IDENTIFICATION. THE NUMBERS SHALL BE VISIBLE FROM THE ACCESS ROAD WHEN TRAVELLING IN EITHER DIRECTION.
FIRE DEPARTMENT COMPLIANCE
1. ALL EXTERIOR WALL & RAISED FLOOR ASSEMBLIES MAY BE INSULATED WITH BLANKET TYPE MINERAL OR GLASS FIBER INSULATION CONFORMING TO FEDERAL SPECIFICATION HH-1-521E WITH A MINIMUM THERMAL RESISTANCE (R) OF _R-15 OR THE EQIVALENT THERMAL PROPERTIES WITH SPRAY-FOAM INSULATION.
2. ALL ROOF ASSEMBLIES MAY BE INSULATED WITH BLANKET TYPE MINERAL OR GLASS FIBER INSULATION CONFORMING TO FEDERAL SPECIFICATION HH-1-521E WITH A MINIMUM THERMAL RESISTANCE (R) OF R-30 OR THE EQIVALENT THERMAL PROPERTIES WITH SPRAY-FOAM INSULATION.
4. IN ADDITION TO BLANKET INSULATION STANDARDS ABOVE, IN NO CASE SHALL ANY INSULATION CONTAIN ANY ASBESTOS OR ASBESTOS RELATED PARTICULATES.
5. ALL INSULATING MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL.
6. THE CONTRACTOR SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSULATION INSTALLER AND THE CONTRACTOR STATING THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53 AND THAT THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENTS OF TITLE 20, CHAPTER 2, SUB-CHAPTER 4, ARTICLE 3.
7. THE CONTRACTOR SHALL PROVIDE THE ORIGINAL OCCUPANT A LIST OF THE HEATING, COOLING, WATER HEATING, AND LIGHTING SYSTEMS AND CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY.
8. A MAINTENANCE LABEL SHALL BE AFFIXED TO ALL EQUIPMENT REQUIRING PREVENTIVE MAINTENANCE, AND A COPY OF THE MAINTENANCE INSTRUCTIONS SHALL BE PROVIDED FOR THE OWNER'S USE.
9. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED IN COMPLIANCE WITH THE APPROPRIATE STANDARDS LISTED IN TABLE 150.1A OF THE ENERGY REGULATIONS.
10. THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE MUST BE CAULKED, SEALED, OR WEATHERSTRIPED:A. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL SOLE PLATES AND FLOORS, AND BETWEEN EXTERIOR WALL PANELS.B. OPENINGS FOR PLUMBING, ELECTRICAL AND GAS LINES IN EXTERIOR AND INTERIOR WALLS CEILINGS AND FLOORS.C. OPENINGS IN THE ATTIC FLOOR.D. ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE.
ADDITIONAL ENERGY NOTES
GREEN BUILDING COMPLIANCE
1. AN APPROVED COUNTY SORTING/RECYCLING FACILITY MUST BE UTILIZED FOR CONSTRUCTION WASTE MANAGEMENT TO COMPLY WITH CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING PROVISIONS OF CALIFORNIA GREEN BUILDING STANDARDS CODE SECTION 4.408.1. MUST REDUCE WASTEBY MIN 65%.
APPROVED SORTING/ RECYCLING FACILITY:
MARBORG INDUSTRIES728 E YANONALISANTA BARBARA, CA 93103 800.798.1852
WASTE SORTING/ RECYCLING
1. AT TIME OF FINAL INSPECTION, A MAUAL OR WEB BASED REFERENCE SHALL BE PLACED IN THE BUILDING. THIS MANUAL SHALL INCLUDE ALL OF THE ITEMS LISTED ON CALIFORNIA GREEN BUILDING STANDARDS CODE SECTION 4.4.10.1. [CGBSC 4.410]
2. MANDATORY PROVISIONS OF GREEN BUILDING STANDARDS CODE SHALL APPLY TO ALL NEW BUILDINGS AND ADDITIONS OR ALTERATIONS WHERE THE CONDITIONED AREA, VOLUME, OR SIZE IS INCREASED.
3. SPECIAL INSPECTION OF FRAMING MEMBERS WITH MOISTURE METER IS RQUIRED PER GREEN BUILDING STANDARD SECTION 4.506.
4. EMPTY.
5. PROJECT MUST COMPLY WITH MATERIAL POLLUTION CONTROL PER GREEN BUILDING STANDARDCODE SECTION 4.504.
6. STORM WATER MANAGEMENT PER GREEN BUILDING STANDARD CODE SECTION 4.106.
1. COMBUSTION AIR FOR FUEL BURNING WATER HEATERS SHALL BE PROVIDED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE.
2. IN SHOWERS AND TUB-SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER PLUMBING CODE.
3. WATER CLOSETS SHALL BE LOW FLUSH TYPE OER 2016 CA GREEN BLDG REQ'T[1.28 GAL/FLUSH].
4. WATER- SAVING SHOWERHEAD SHALL HAVE A MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 80 PSI & MULTIPLE SHOWERHEADS SERVING ONE SHOWER SHALL HAVE A COMBINED FLOW RATE OF 2.0 GALLONS PER MINUTE @ 80 PSI.
5. WATER- SAVING SINK & LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW OF 1.5 GAL./ MIN AT 60 PSI AND SHALL HAVE A MINIMUM FLOW RATE OF 0.8 GALLON PER MINUTE AT 20 PSI.
6. WATER- SAVING KITCHEN SINK FAUCETS SHALL HAVE A MAXIMUM FLOW OF 1.8 GAL./ MIN AT 60 PSI. FAUCETS AY TEMPORARILY INCREASE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLON PER MINUTE AT 60 PSI.
7. PROVIDE ACCESS PANEL (12"X 12") OR UTILITY SPACE FOR PLUMBING FIXTURES HAVING CONCEALED SLIP JOINT CONNECTIONS.
8. GAS PIPING SHALL NOT BE INSTALLED IN OR ON THE GROUND UNDER ANY BUILDING OR STRUCTURE. GAS LINE TO ISLAND COOKTOP MAY BE RUN IN AN APPROVED SLEEVE.
9. HOSE BIBBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE A BACKFLOW PREVENTION DEVICE.
10. COPPER WATER LINES SHALL BE TYPE "L" MINIMUM.X10. ABS & PVC DWV PIPING INSTALLATIONS SHALL BE LIMITED TO STRUCTURES NOT EXCEEDING TWO STORIES IN HEIGHT.
NOT APPLICABLE ON THIS PROJECT][
VICINITY MAP NO SCALE
FIREHYDRANT
SEWERMANHOLE
SOILS ENGINEERING:
PACIFIC COAST TESTING, INC.P.O. BOX 6835SANTA MARIA CA 93456TEL. [email protected] 17-7953 DATE: 08-24-2017
FLOOD STUDY & NO RISE CERTIFICATION
STETSON ENGINEERS, INC2171 E. FRANCISCO BLVD. SUITE KSAN RAFAEL CA 94901TEL. [email protected]
SILT FENCES & FIBER ROLLS
ELECTRICAL -ENERGY NOTES1. ALL SWITCH/ OUTLET/ CABLE / PHONE FIXTURES & PLATES TO BE PER OWNER. OUTLET HTS & ORIENTATION AT KITCHEN & BATHS TO BE VERIFIED BY OWNER.
2. VERIFY SLOPED CEILINGS FOR APPROPRIATE RECESSED DOWNLIGHTS .
3. ALL FIXTURE MODELS NOT SPECIFIED IN THESE DRAWINGS TO BE PER OWNER'S INSTRUCTION.
4. SUPPLY CAT 5e/ RG-6 WIRING [STRUCTURED WIRING] TO COMPUTER/ TV & STEREO LOCATIONS FROM THE STRUCTURE BOX LOCATION.
5. LUMINAIRES RECESSED INTO INSULATED CEILINGS SHALL NOT CONTAIN SCREW BASE SOCKETS AND SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) BY U.L. OR OTHER TESTING LAB RECOGNIZED BY BUILDING OFFICIAL, AND SHALL BE CERTIFIED AIR TIGHT TO SHOW AIR LEAKAGE LESS THAN 2.0 CFM AT .011 PSI IN ACCORDANCE WITH ASTM E283, AND SEALED WITH A GASKET OR CAULK BETWEEN HOUSING AND CEILING. CALIFORNIA ENERGY CODE 150(K).
6. LUMINAIRES WITH SCREW BASED SOCKETS SHALL MEET THE FOLLOWING REQUIREMENTS: I. THE LUMINAIRE SHALL NOT BE A RECESSED DOWN-LIGHT IN A CEILING; AND II. THE LUMINAIRE SHALL CONTAIN LAMPS THAT COMPLY WITH REFERENCE JOINT APPENDIX JA8; III. THE INSTALLED LAMPS SHALL BE MARKED WITH “JA8-2016” OR “JA8-2016-E” AS SPECIFIED IN REFERENCE JOINT APPENDIX JA8.
7. DIMMERS OR VACANCY SENSORS SHALL CONTROL ALL LUMINAIRES REQUIRED TO HAVE LIGHT SOURCES COMPLIANT WITH REFERENCE JOINT APPENDIX JA8.
8. ALL LIGHTING FIXTURES INSTALLED IN GARAGESAND UTILITY ROOMS SHALL BE HIGH EFFICACY AND AT LEAST ONE FIXTURE SHALL BE CONTROLLED BY A VACANCY SENSOR.
12. ALL PERMANENTLY INSTALLED LIGHTING SHALL BE HICH EFFICACY PER TABLE 150.0-A, 2016 CALIFORNIA ENERGY CODE [CEC] & CEC 150(k)7.
15. OUTDOOR LIGHTING: ALL PERMANENTLY INSTALLED OUTDOOR LIGHTS MOUNTED ON THE BUILDING OR ON OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES AND SHALL BE CONTROLLED BY A MOTION SENSOR WITH INTEGRAL PHOTO-CONTROL CERTIFIED TO BE COMPLIANT WITH 2016 CEC.
16. ALL EXTERIOR LIGHTING SHALL BE SHIELDED AND DIRECTED DOWNWARD.
17. ALL 125 VOLT, 15 AND 20 AMPERE OUTLETS TO BE TAMPER RESISTANT IN ALL REMODELED AND NEW AREAS. CEC 406.11
23. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNDERGROUND CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES.
SR-1 GEOTECHNICAL REPORT/ UPDATE LETTERSR-2 GEOTECHNICAL REPORT/ STRUCTURAL REVIEW LETTER
STRUCTURAL
S-0 GENERAL STRUCTURAL NOTES
S-1 FOUNDATION PLAN
S-2 ROOF FRAMING PLAN
S-3 STRUCTURAL DETAILS
S-4 STRUCTURAL DETAILSHFX1 HARDIFRAME DETAILS
HFX2 HARDIFRAME DETAILS
CONCRETE WASH OUT & EXCESS CONSTRUCTION MATERIAL BASIN
SANDBAGS10 MIL PLASTICLINING @ 4'X4'WASHOUT AREADEPRESSED 14"
BELOW GRADEPLAN VIEW, N.T.S.
BERM
ABOVE GRADE ALT. "OUTPAK" 4'X4'X14" 350# KRAFT BOX W/ 6 MIL. BAG LINER
SCOPE OF WORK• PROPOSED DETACHED 3 CAR GARAGE. TOTAL 854 S.F. GROSS.
STORM WATER MANAGEMENT PROGRAM [SWMP]TIER TWO • DISCONNECTED DOWNSPOUTS TO DISCHARGE INTO RAIN BARREL AT EACH D.S.
• FLOOD MITIGATION WORK NOT REQUIRED FOR ACCESSORY BUILDING.• NO RISE CERTIFICATION LETTER [DATED 10-03-2017] LOCATED ON SHEET A-1 AND REPORT BY STETSON ENGINEERS, INC. [DATED 09-29-2017] ARE A PART OF THIS SUBMITTAL
SITE• NO GRADING IS REQUIRED.• 50 SQUARE FOOT COVERED PATIO
GENERAL NOTES1. THESE PLANS ARE THE PROPERTY OF LORI KARI ARCHITECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY REVISIONS TO THESE PLANS, REGARDLESS OF SCOPE WITHOUT WRITTEN PERMISSION OF LORI KARI ARCHITECT IS PROHIBITED AND SHALL THEREBY ABSOLVE LORI KARIARCHITECT FROM ANY LIABILITY CLAIMS, SUITS, OR LITIGATION BY ANY INTEREST PARTIES IN THE PROJECT.
2. THE CONSTRUCTION DOCUMENTS ARE PROVIDED TO ILLUSTRATE THE DESIGN DESIRED AND IMPLY THE FINEST QUALITY WORKMANSHIP THROUGHOUT. ANY DESIGN OR DETAIL WHICH APPEARS TO BE INCONSISTENT WITH THE ABOVE SHOULD BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT BY THE CONTRACTOR.
3. ALL CONSTRUCTION MEANS, METHODS, MATERIALS AND TECHNIQUES SHALL COMPLY WITH THE REQUIREMENTS OF THE 2019 CALIFORNIA BUILDING CODE, 2019 CALIF. ENERGY CODE, 2019 CALIF. MECHANICAL CODE, 2019 CALIF. PLUMBING CODE, 2019 CALIF. FIRE CODE, & SANTA BARBARA COUNTY BUILDING ORDINANCE , AND ALL OTHER APPLICABLE AMMENDMENTS , ORDERS, ORDINANCES, AND REGULATIONS.
4. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL VERIFY ALL CONSTRUCTION DOCUMENTS, SITE DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO STARTING WORK.
5. DO NOT SCALE DRAWINGS.APPLICABLE TRADES SHALL USE A COMMON DATUM TO BE DESIGNATED BY THE CONTRACTOR FOR ALL CRITICAL MEASUREMENTS. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND DETAILS.
6. DIMENSIONS ARE TO FACE OF PLYWOOD OR CENTERLINE OF STUD, UNLESS NOTED OTHERWISE.. AT FLOORS AND CEILINGS WITH PLYWOOD SHEATHING DIMENSIONS ARE TO EXTERIOR SIDE OF PLYWOOD.
7. REFER TO ADDITIONAL NOTES SHOWN ON THE STRUCTURAL AND/OR CIVIL ENGINEERING SHEETS CONTAINED IN THESE DRAWINGS.
8. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED.
9. WHEREVER EXISTING WORK IS DAMAGED BY ANY OTHER CONSTRUCTION OPERATION, IT SHALL BE REPAIRED OR REPLACED WITH NEW MATERIAL TO MATCH EXISTING AS APPROVED BY THE ARCHITECT.
10. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL DEBRIS AND RUBBISH RESULTING FROM THE WORK SPECIFIED HEREIN.
11. ALL EXPOSED BOLTS, WASHERS, NAILS, OR METAL CONNECTORS SHALL BE DOUBLE HOT DIP GALVANIZED [U.N.O.]
12. SHOP DRAWINGS, PROJECT DATA AND OTHER SAMPLES SHALL BE SUBMITTED TO THE ARCHITECT WHEN REQUESTED. NO PORTION OF SUCH WORK SHALL BE COMMENCED UNTIL SUBMITTAL HAS BEEN REVIEWED BY THE ARCHITECT.
BEST MANAGEMENT PRACTICESBest Management Practices for Construction Activities:Eroded sediments and other pollutants must be retained on site and may not be transported from the sitevia sheet flow, swales, area drains, natural drainage courses or wind.Stockpiles of earth and other construction related materials must be protected from being transportedfrom the site by the forces of wind or water.uels, oils, solvents and other toxic materials must be stored in accordance with their listing and are notto contaminate the soil and surface waters. All approved storage containers are to be protected from theweather. Spills may not be washed into the drainage system.Excess or waste concrete may not be washed into the public way or any other drainage system.Provisions must be made to retain concrete wastes on site until they can be disposed of as a solid waste.Trash and construction related solid wastes must be deposited into a covered receptacle to preventcontamination of rainwater and dispersal by wind.Sediments and other material may not be traced from the site by vehicle traffic. The constructionentrance roadways must be stabilized so as to inhibit sediments from being deposited into the publicway Accidental depositions must be swept up immediately and may not be washed down by rain orother means.Any slopes with disturbed soils or denuded of vegetation must be stabilized so as to inhibit erosion bywind and water.
NEW THREECAR GARAGE
AT
424NORTH
ONTAREROAD
SANTABARBARA
CA
All design ideas and informationrepresented on these drawing plans
were created for use in connectionwith the specified project and are
the exclusive copyright and propertyof Lori A. Kari Architect.
These plans are not to be reproduced,changed, or copied for any purpose
whatsoever without the writtenpermission of Lori A. Kari Architect.
[E] DRIVEWAY & PAVED AREAS 1,568 SQ FT[E] PATIOS & WALKWAYS 1,220 SQ FTPOOL 460 SQ FT
LOT SIZE .5 ACRE [21,780 SQ FT] [GROSS]
PARKING EXISTING PROPOSEDRESIDENCE TWO COVEREDGARAGE THREE COVEREDTOTAL FIVE COVERED
AVERAGE SLOPE 2%
OTHER DATASPRINKLERS NOT REQUIREDFIRE DISTRICT CITY OF SANTA BARBARAWATER DISTRICT CITY OF SANTA BARBARASANITARY DISTRICT CITY OF SANTA BARBARA
COASTAL ZONE NOHIGH FIRE NOHILLSIDE DISTRICT NOFLOOD ZONE "NO RISE CERTIFICATION" FILED WITH CITY OF S.B.
PERMITS BLD-2020-00XXX
S 09
º 15
' 00"
W
100.
0'
N 80º 45' 00" W 216.0'
N 80º 45' 00" W 204.89'
N 1
9º 1
37' 0
0" E
10
2.0'
SITE PLAN1"=10'-0"
[E] 6
' HT
FEN
CE
N
STETSON ENGINEERS, INC.
FLOOD LINE
[E] 6' HT FENCE
14'-0
"
[E] POOL [E] 5
' HT
FEN
CE
[E] COAST REDWOOD
[E] COAST REDWOOD
[E] COAST REDWOOD
[E] PRIVATE AC PAVEDDRIVEWAY EASEMENT
270' ONTARE RDGAS & WATERMETER AT STREET
[E] COAST REDWOOD
[E] ELECTRIC UN
DERG
ROU
ND
[N] ELECTRIC UNDERGROUND
[E] AVOCADOS
[E] QUEENPALMS
[E] RESIDENCE & ATTACHED GARAGE[OWNER OCCUPIED]20' MAX ROOF HEIGHTF.F. 243.45'
[E] KINGPALM
[E] 5
' HT
FEN
CE
[E] 6
' HT
FEN
CE
8'-0
"
SETB
AC
K
[E] 200 AMPMETER
[TO 60 AMP SUBPANEL]
A-1
SCOPE OF WORK• PROPOSED DETACHED 3 CAR GARAGE. TOTAL 854 S.F. GROSS.
STORM WATER MANAGEMENT PROGRAM [SWMP]TIER TWO • DISCONNECTED DOWNSPOUTS TO DISCHARGE INTO RAIN BARREL AT EACH D.S.
• FLOOD MITIGATION WORK NOT REQUIRED FOR ACCESSORY BUILDING.• NO RISE CERTIFICATION LETTER [DATED 10-03-2017] LOCATED ON SHEET A-1 AND REPORT BY STETSON ENGINEERS, INC. [DATED 09-29-2017] ARE A PART OF THIS SUBMITTAL
SITE• NO GRADING IS REQUIRED.• 50 SQUARE FOOT COVERED PATIO
NOTE: REFER TO SHEET A-1 FOR TABULATIONS
VICINITY MAP
TABULATIONS
SCOPE OFWORK
FARCALCULATOR
NO RISE CERT
SITE PLAN
[E] PATIO
ON GRADE
8'-0
"
SETBACK
8'-0"SETBACK
OPEN YARD AREA= 1,250 S.F.REQUIRED SHOWN DASHED
GARAGE2 CAR COVEREDPARKING [20'X20']
[E] 3'6" HT FENCE[E] 3'6" HT FENCE
FLOO
DPLAIN
FLOO
DW
AY
242
242
244
[E] PWRPOLE
[E] AC PAVEDDRIVEWAY
[E] 3'6" HTPEDESTRIAN GATES
PL-5
15'-0
"
6'-0"[N] GARAGE W/3 CAR COVEREDPARKING[FF= 243.0]
[E] AVOCADO
[N] DRIVEWAY
23'-0
"
8'-0"
SETB
AC
K
NORTH NEIGHBOR AT426 NORTH ONTARE
WEST NEIGHBOR AT420 NORTH ONTARE
[NO NEIGHBOR]SAN ROQUECREEK
SOUTH NEIGHBOR AT414 NORTH ONTARE
29'-6"
STAMPED CONCCOLOR: SANDSTONE BUFF
VICINITY MAP NO SCALE
FIREHYDRANT
SEWERMANHOLE
NEW THREECAR GARAGE
AT
424NORTH
ONTAREROAD
SANTABARBARA
CA
All design ideas and informationrepresented on these drawing plans
were created for use in connectionwith the specified project and are
the exclusive copyright and propertyof Lori A. Kari Architect.
These plans are not to be reproduced,changed, or copied for any purpose
whatsoever without the writtenpermission of Lori A. Kari Architect.
MATERIALS TO MATCH [E] AT HOUSE• ROOF- TWO PIECE BARREL TILE CLASS "A" NON-COMBUSTIBLE. • GUTTERS- HALF ROUND ROLLED ANNODIZED. WITH DEBRIS GUARD. COLOR: "HAMMERITE GRAY" ROUND ROLLED ANNODIZED DOWNSPOUTS. COLOR: "HAMMERITE GRAY"• PORCH CEILING- EXPOSED 4X6 T & G STAINED. CABOT 01-3000 "NATURAL WOOD" • POSTS & BEAMS & EXPOSED RAFTERS- WOOD STAINED. CABOT 01-3000 "NATURAL WOOD"• DOORS & WINDOWS- METAL CLAD, DUAL GLAZED/ SAFETY GLASS AT DOORS. TO MATCH COLOR AT HOUSE, COLOR: "BARK"*.• 3-COAT PLASTER WALLS TO MATCH FINISH & COLOR AT HOUSE. ELASTOMERIC PAINT: DECRATREND "SPANISH SAND"
A-2
1/4" = 1'-0"
PROPOSED EAST ELEVATION
1/4" = 1'-0"
PROPOSED SOUTH ELEVATION
1/4" = 1'-0"
PROPOSED WEST ELEVATION
9'-0
"
TP
SECTION A1/4" = 1'-0"
KEY NOTESE EXTERIOR
E-1 EXTERIOR CEMENT PLASTER WALLS , TROWEL FIINISH. MIN 7/8" THICK W/ 3-COAT SYSTEM & INTEGRAL COLOR, & HOUSE WRAP.
E-2a CLAD EXTERIOR / INTERIOR FRENCH SWINGING DOORS.E-2b SOLID CORE SWINGING DOORS.E-2c SOLID CORE 4 PANEL SECTIONAL GARAGE DOORS W/ OPENER.E-3 CLAD EXTERIOR / INTERIOR WINDOWS.E-4 DUAL GLAZE TEMPERED SKYLIGHTS.E-5 WOOD POST & BEAMS WITH EXPOSED RAFTERS AT COVERED PATIOE-6 SHAPED RAFTER TAILS AT EAVES TO MATCH [E] AT HOUSE.E-7 EXPOSED RIDGE BEAM TO MATCH [E] AT HOUSE.E-8 ROLLED ANODIZED HALF ROUND GUTTERS [COLOR: HAMMERITE GRAY] TO
MATCH [E] AT HOUSE, WITH WIRE MESH DEBRIS GUARD.E-9 ROLLED ANODIZED ROUND DOWNSPOUTS [COLOR: HAMMERITE GRAY] TO
MATCH [E] AT HOUSE, DISCONNECTED & DISCHARGE INTO RAIN BARREL.CATCHMENT AT EACH DOWNSPOUT [PER SWMP TIER TWO REQUIREMENTS].
E-10 TWO PIECE MISSION ROOF TILES BY "REDLANDS CLAY TILE ROOFING"ICC-ES ESR-1489 APPROVAL, CLASS A ROOFING.PROVIDE CLASS A UNDERLAYMENT AT TILE ROOFING.
E-11 EMPTYE-12 SLOPE GRADE 5% TO 10' FROM STRUCTURE OR SWALE AT PROPERTY LINE
IF LESS THAN 10'.E-13 SLOPE PATIOS & PAVING 2% TO 10'.
TYPICAL EXTERIOR KEY NOTESNOTE: FOR SOLAR HEIGHT REQUIREMENTS, THE NORTHERLY PROPERTY LINEIS LOCATED 20 FEET FROM THE NORTH SIDE OF THE BUILDING.
SECTION B1/4" = 1'-0"
DFE=243
BFE=242
512
9'-0
"
A-44
1'-6"1'-6"
E-10
E-4
E-7
SLAB
9'-0
"
TP
DFE=243
BFE=242SLAB
1/4" = 1'-0"
PROPOSED NORTH ELEVATION
NOTE: FOR SOLAR HEIGHT REQUIREMENTS, THE NORTHERLY PROPERTY LINEIS LOCATED 20 FEET FROM THE NORTH SIDE OF THE BUILDING.
9'-0
"
TP
SLAB
E-5
E-12
E-13
E-1
E-10
E-8
E-915'-0
"
MAX BLDG HT AT RIDGE
DFE=243
BFE=242
DFE=243
BFE=242
SECTION C1/4" = 1'-0"
512
9'-0
"
E-2c E-2c
E-6
E-3
E-2aE-2b
E-2b
9'-0
"
E-13
W-1
G GENERAL
G-1 ATTIC ACCESS PANEL IN CEILING. [MIN 22x30 & MIN 30" CLR HEIGHT AT OPEN'G PER CODE ].
FL/PV FLOORING/ PAVINGFL-1 CONCRETE SLAB ON GRADE.PV-1 BRICK PAVERS SET IN SAND BASE. 1/2" DROP FROM F.F. WHEN DOORS
SWING OUT. MIN 3' DEEP LANDING IN DIRECTION OF TRAVEL.PV-2 STAMPED CONCRETE DRIVEWAY [COLOR: SANDSTONE BUFF]
WA/CL/WALLS/ CEILINGS/ BEAMS
WA-1 5/8" TYPE"X" GYP BD. ONE COAT PRIMER, TWO COATS MATTE. CL-1 5/8" TYPE"X" GYP BD. ONE COAT PRIMER, TWO COATS MATTE.
IN INSULATION [OPTIONAL]IN-1 R-19 BATT INSULATION IN EXTERIOR WALLS.IN-2 RIGID IN VAULTED CEILINGS TO EQUAL R-30 BATT INSUL.
G-1 ATTIC ACCESS PANEL IN CEILING. [MIN 22x30 & MIN 30" CLR HEIGHT AT OPEN'G PER CODE ].
FL/PV FLOORING/ PAVINGFL-1 CONCRETE SLAB ON GRADE.PV-1 BRICK PAVERS SET IN SAND BASE. 1/2" DROP FROM F.F. WHEN DOORS
SWING OUT. MIN 3' DEEP LANDING IN DIRECTION OF TRAVEL.PV-2 STAMPED CONCRETE DRIVEWAY [COLOR: SANDSTONE BUFF]
WA/CL/WALLS/ CEILINGS/ BEAMS
WA-1 5/8" TYPE"X" GYP BD. ONE COAT PRIMER, TWO COATS MATTE. CL-1 5/8" TYPE"X" GYP BD. ONE COAT PRIMER, TWO COATS MATTE.
IN INSULATION [OPTIONAL]IN-1 R-19 BATT INSULATION IN EXTERIOR WALLS.IN-2 RIGID IN VAULTED CEILINGS TO EQUAL R-30 BATT INSUL.
R-30 BATT INSULATION IN ATTIC SPACES.
DOOR &WINDOW
SCHEDULES
KEY NOTES
PROPOSEDFLOOR PLAN/
ELECTRICALPLAN
ELEC-MECHSYMBOLS
A-3
AFC
I
1/4"=1'-0"
LED LIGHT FIXTURE [WALL/CEILING MOUNT]
GARBAGE DISPOSAL W/ PUSH BUTTON SWITCH
SWITCHs
SWITCH [3 WAY]
SWITCH [4 WAY]
SWITCH [DIMMER]
OUTLET [WATERPROOF]
JUNCTION BOX
OUTLET [GROUND FAULT INT]
WP
J
FLOOR OUTLET
CABLE TV OUTLET
HOSE BIBB. PROVIDE BACKFLOW PREVENTION DEVICE ON HOSE BIBS AND AUTO SPRINKLER SYSTEMS
4-PLEX OUTLET
GFC
I
ROLLER CATCH SWITCHsRC
s 4
AFC
I OUTLET [ARC FAULT INT]
OUTLET [1/2 HOT W/ ARC FAULT INT]
s 3
THERMOSTAT [FAU]T
ELECTRICAL/ MECHANICAL SYMBOLS
PHONE OUTLET
CA
SWITCH [MANUAL-ON VACANCY SENSOR]
MOTION SENSOR/ PHOTOCONTROL COMBO
LED PENDANT FIXTURE, DIMMABLE
S
M
D
PH
CEILING FAN W/ LIGHT
PB
KITCHEN EXHAUST FAN [MIN 100 CFM FOR KITCHEN HOOD FAN]
SD
RECESSED LIGHT FIXTURE, 5" DIA LED, DIMMABLE
RECESSED LIGHT W/ SHOWER TRIM, LED
UNDER CABINET FIXTURE, LED
LED WALL SCONCE, DIMMABLE L
CEILING FAN REMOTE DEVICER
CO
HBADJUSTABLE RECESSED LIGHT FIXTURE, 5" DIA LED, DIMMABLE
L
L
L
L
SLL
KEY NOTES
SMOKE DETECTOR, HARDWIRE W/BATTERYBKUP [110V W/ INTERCONNECTED SIGNAL WIRE SUCH THAT ONE ACTIVATED ALARM SHALL ACTIVATE ALL OF THE ALARMS]. UNIT SHALL BE LISTED WITH & APPROVED BYTHE STATE FIRE MARSHALL.
CARBON MONOXIDE DETECTOR, HARDWIRE W/BATTERY BKUP. UNIT SHALL BE LISTED IN ACCORDANCE WITH UL 2034 & UL 217.
BATH EXHAUST FAN SHALL BE A WHOLE HOUSE CONTINUOUSLY OPERATING FAN DUCTED TO THEOUTSIDE W/ MIN VENTILATION RATE [ASHRAE STANDARD 62.2 EQUATION 4.1 [a]] CALCULATION:0.01x 2,008 S.F.+ 7.5[1+1]= 35.08 MIN CFM PER CALC.[MIN 50 CFM BATH FAN].IT MUST BE CONTROLLED BY A HUMIDISTAT.
AFC
I
C OUTLET [ARC FAULT INT] W/CELL PH JACK
PROPOSED FLOOR PLAN PLAN- THREE CAR GARAGEN
L
B
K
GFC
I K.S
.
FLOOR OR CEILING REGISTER
WALL REGISTER
KICK SPACE
RETURN AIR
DESIGN FLOOD ELEVATION=243
5:12 5:12
5:12
2'-7
"
EQEQ
2'-0" 4'-0"
22'-0"
35'-6"
21'-0
"
12'-0
"
6'-0"28
'-0"
4'-0
"
5'-8
"4'
-10"
NOTE: ALL WALL DIMENSIONS ARE TO FACE OF PLYWOOD [WHERE OCCURS], OTHERWISE TO FACE OF FRAMING, U.N.O.
WALL LEGEND2X4 WOOD STUD WALL
2X6 WOOD STUD WALL
60 A
MP
ELEC
SUBP
AN
EL
5:12
1'-6
"
1'-6"
DOOR SCHEDULENo. Unit Size Thk. Type Mat'l/Glaze Glass/Threshold Location
INTERIOR1 2'-6" x 6'-8" 1 3/4" Single Swing 1 Panel French Dual/ SG Garage2 5'-0" x 6'-8" 1 3/4" Pair Swing 1 Panel French Dual/ SG Garage3 6'-0" x 6'-8" 1 3/4" Pair Swing 1 Panel French Dual/ SG Garage4 10-0" x 9'-0" 1 3/4" Single Sectional Solid/ 5 Panel Garage5 16'-0"x 8'-0" 1 3/4" Single Sectional Solid/ 5 Panel Garage6 EMPTY 1 3/4"
INTERIOR DOORS: MILGARD DOOR SPECSStained wood/ Pre Hung or Equal • No Brickmold/ No Trim
• Hinges & Hardware: Fiinish TBDCODE REQUIREMENTS • Glass Spacer Bar Color: TBD• All glazing in doors require both panes [full] safety glass [S.G.] [CBC 2406]. • Jamb Liner Weatherstrip Color: TBD• All exterior door assemblies: non-combustible, 20 minute rated, or have solid wood cores of min. 1-3/8" thick.• Primary egress door to have a 32" clear opening when door is opened to 90º.• Outswing doors over a landing require landing set 1/2" max below threshold. • Landing to be 36" min in direction of travel.
WINDOW SCHEDULENo. Frame Size Type Mat'l/Glaze Glass Options Location
A 1'-6 x 3'-0" Single. Csmt Clad/ 1 Lite Temp 1-Side Garage
2'-6" x 3'-0" Single. Csmt Clad/ 1 Lite Temp 1-Side Garage
C 5'-0" x 3'-0" Pair Csmt Clad/ 1 Lite Temp 1-Side Garage
D Empty
SKYLIGHTSAA 2'-0"x2'-0" Temp Garage
WINDOWS* WINDOW SPECS--refer to client approved orderMILGARD CLAD — Clad Exterior & Interior • No Brickmold
• Sill Nosing: No exterior sill nosing/Interior sill SAFETY GLAZING REQUIREMENTS [SG*]: • Frame/ Sash Colors TBDTub & shower enclosures less than 60" above floor [incld. wndws]. • Stained Wood InteriorGlazed panels w/in 24" arc of vert edge of door & w/in 60" of floor. • Finish Trim of Exterior Mulls to be StandardGlazed panels > 9 s.f. & lower edge < 18" of above f.f. or walk'g surface. • Folding Handle Hardware. Finish TBD.Glazing in stairways w/ exposed glass less than 60" above floor. • Hinges & Hardware: Fiinish TBDGlass mirrors shall be approved glazing mat'l subject to human impact. • Glass Spacer Bar Color: TBDFixed, sliding, or swinging glazed panel doors. • Jamb Liner Weatherstrip Color: TBD
• Screens & Screen Frames: Color TBD
2
B
B
3'-4"
8'-6
"
2'-8
"
5
6'-0
"8'
-0"
8'-8
"5'
-4"
1
7'-1
0"
1
1'-6
"
1'-6"
1'-6
"1'
-6"
16'-0"
13'-6"
B
C
C
A
B
EQEQ
4
EQ EQ
3
5:12
14'-0"
1'-6"
PROPOSED ROOF PLAN 1/4"=1'-0"
N
CA-2
BA-2
AA-2
FL-1
FL-1
PV-1
G-1
PV-1
60 A
MP
ELEC
SUBP
AN
EL
WP
GFC
I
WPGFCI
WPGFCI
WP
GFC
I
s3
s
WP
GFC
IW
PG
FCI
WPGFCI
WPGFCI
L
LL
L L
L
WP
GFC
I
WP
GFC
IW
PG
FCI
s
s
L
L
s 3s
s
s 3LL L
LL L
J
J
L
G
Gs4
s s
WP
GFC
I
L
L
s 3s 3
s3
L
L L
WP
GFC
I
WP
GFC
I
L L
L
LL
1/4"=1'-0"
PROPOSED ELECTRICAL PLAN- THREE CAR GARAGE
PV-2
PV-2
WP
GFC
IW
PG
FCI
AA AA
AA
AA AA
AA
GARAGE ONE BAY
GARAGE TWO BAY
16-0x8-0 GAR DR
10-0x9-0 GAR DR
NEW THREECAR GARAGE
AT
424NORTH
ONTAREROAD
SANTABARBARA
CA
All design ideas and informationrepresented on these drawing plans
were created for use in connectionwith the specified project and are
the exclusive copyright and propertyof Lori A. Kari Architect.
These plans are not to be reproduced,changed, or copied for any purpose
whatsoever without the writtenpermission of Lori A. Kari Architect.
Traffic Index Asphaltic Concrete - must meet specifications for Caltrans Type A Asphalt Concrete Aggregate Base - must meet specifications for Caltrans Class II Aggregate Base (R-Value = minimum 78)
2. R-value samples should be obtained and tested at the completion of rough
grading and the pavement sections confirmed or revised. All asphaltic concrete
pavement sections and all sections should be crowned for good drainage.
3. All asphalt pavement construction and materials used should conform with
Sections 26 and 39 of the latest edition of the Standard Specifications, State of
California, Department of Transportation. Aggregate bases and sub-bases
should also be compacted to a minimum relative compaction of 95 percent based
on ASTM D1557-02.
5.9 Underground Facilities Construction
1. The attention of contractors, particularly the underground contractors, should be
drawn to the State of California Construction Safety Orders for "Excavations,
Trenches, Earthwork". Trenches or excavations greater than 5 feet in depth
should be shored or sloped back in accordance with OSHA Regulations prior to
entry.
2. For purposes of this section of the report, bedding is defined as material placed in
a trench up to 1 foot above a utility pipe and backfill is all material placed in the
trench above the bedding. Unless concrete bedding is required around utility
pipes, free-draining sand should be used as bedding. Sand proposed for use as
August 24, 2017 Project 17-7953
14
bedding should be tested in our laboratory to verify its suitability and to measure
its compaction characteristics. Sand bedding should be compacted by
mechanical means to achieve at least 90 percent relative compaction based on
ASTM Test D1557-02.
3. On-site inorganic soil, or approved import, may be used as utility trench backfill.
Proper compaction of trench backfill will be necessary under and adjacent to
structural fill, building foundations, concrete slabs and vehicle pavements. In
these areas, backfill should be conditioned with water (or allowed to dry), to
produce a soil water content of about 2 to 3 percent above the optimum value
and placed in horizontal layers each not exceeding 8 inches in thickness before
compaction. Each layer should be compacted to at least 90 percent relative
compaction based on ASTM Test D1557-02. The top lift of trench backfill under
vehicle pavements should be compacted to the requirements given in report
section 5.3 for vehicle pavement subgrades. Trench walls must be kept moist
prior to and during backfill placement.
5.10 Surface and Subsurface Drainage
1. Concentrated surface water runoff within or immediately adjacent to the site
should be conveyed in pipes or in lined channels to discharge areas that are
relatively level or that are adequately protected against erosion.
2. Water from roof downspouts should be conveyed in pipes that discharge in areas
a safe distance away from structures. Surface drainage gradients should be
planned to prevent ponding and promote drainage of surface water away from
building foundations, edges of pavements and sidewalks. For soil areas, we
recommend that a minimum of five (5) percent gradient be maintained.
3. Maintenance of slopes is important to their long-term performance. It is
recommended that (where disturbed) slope surfaces be planted with appropriate
drought-resistant vegetation as recommended by a landscape architect, and not
over-irrigating, a primary source of surficial failures. In addition, an erosion
August 24, 2017 Project 17-7953
15
control blanket (Greenfix CF072RR or equivalent) should be placed over the
slopes to protect the vegetation while it becomes established. In addition, water
should not be allowed to run over the sides of the slopes
4. Careful attention should be paid to erosion protection of soil surfaces adjacent to
the edges of roads, curbs and sidewalks, and in other areas where "hard" edges
of structures may cause concentrated flow of surface water runoff. Erosion
resistant matting such as Miramat, or other similar products, may be considered
for lining drainage channels.
5. Subdrains should be placed in established drainage courses and potential
seepage areas. The location of subdrains should be determined during grading.
The subdrain outlet should extend into a suitable protected area or could be
connected to the proposed storm drain system. The outlet pipe should consist of
an unperforated pipe the same diameter as the perforated pipe.
5.11 Geotechnical Observation and Testing
1. Field exploration and site reconnaissance provides only a limited view of the
geotechnical conditions of the site. Substantially more information will be
revealed during the excavation and grading phases of the construction.
Stripping & clearing of vegetation, overexcavation, scarification, fill and backfill
placement and compaction should be reviewed by the geotechnical
professional during construction to evaluate if the materials encountered during
construction are consistent with those assumed for this report.
2. Special inspection of grading should be provided in accordance with California
Building Code Section 1705.6 and Table 1705.6. The special inspector should
be under the direction of the engineer.
August 24, 2017 Project 17-7953
16
CBC TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED
PERIODIC DURING TASK LISTED
1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity
X
2. Verify excavations are extended to proper depth and have reached proper material
X
3. Perform classification and testing of compacted fill X 4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill
X
5. Prior to placement of compacted fill, observe subgrade and verify that site has been prepared properly.
X
3. The validity of the recommendations contained in this report are also dependent
upon a prescribed testing and observation program. Our firm assumes no
responsibility for construction compliance with these design concepts and
recommendations unless we have been retained to perform on-site testing and
review during all phases of site preparation, grading, and foundation/slab
construction. The Geotechnical Engineer should be notified at least two (2)
working days before site clearing or grading operations commence to develop a
program of quality control.
6.0 LIMITATIONS AND UNIFORMITY OF CONDITIONS
1. It should be noted that it is the responsibility of the owner or his/her
representative to notify Pacific Coast Testing Inc. a minimum of 48 hours before
any stripping, grading, or foundation excavations can commence at this site.
2. The recommendations of this report are based upon the assumption that the soil
conditions do not deviate from those disclosed during our study. Should any
variations or undesirable conditions be encountered during grading of the site,
Pacific Coast Testing Inc. will provide supplemental recommendations as dictated
by the field conditions.
3. This report is issued with the understanding that it is the responsibility of the
owner or his/her representative to ensure that the information and
August 24, 2017 Project 17-7953
17
recommendations contained herein are brought to the attention of the architect
and engineer for the project, and incorporated into the project plans and
specifications. The owner or his/her representative is responsible for ensuring
that the necessary steps are taken to see that the contractor and subcontractors
carry out such recommendations in the field.
4. As of the present date, the findings of this report are valid for the property studied.
With the passage of time, changes in the conditions of a property can occur
whether they are due to natural processes or to the works of man on this or
adjacent properties. Legislation or the broadening of knowledge may result in
changes in applicable standards. Changes outside of our control may find this
report to be invalid, wholly or partially. Therefore, this report should not be relied
upon after a period of three (3) years without our review nor is it applicable for any
properties other than those studied.
5. Validity of the recommendations contained in this report is also dependent upon
the prescribed testing and observation program during the site preparation and
construction phases. Our firm assumes no responsibility for construction
compliance with these design concepts and recommendations unless we have
been retained to perform continuous on-site testing and review during all phases
of site preparation, grading, and foundation/slab construction.
March 12, 2020 Project No. 17-7953
Chris Dahlstrom 424 North Ontare Street Santa Barbara, CA 93101
Subject: Plan Review Additional Dwelling Unit (ADU) 424 North Ontare Street, (APN 053-151-014) Santa Barbara, California
Reference: Geotechnical Investigation, Proposed Secondary Dwelling, 424 North Ontare Street, (APN 053-151-014), Santa Barbara, California, by Pacific Coast Testing, dated August 24, 2017, Project No. 17-7953.
Dear Chris:
1.0 INTRODUCTION
As requested, we have performed a geotechnical review of the following plan.
Title Date Sheet No(s).
Prepared By
General Structural Notes Not Dated S0 Corrie Putney, Engineer Inc
Foundation Plan Not Dated S1 Corrie Putney, Engineer Inc
Foundation Details Not Dated S3 Corrie Putney, Engineer Inc
2.0 PROJECT DESCRIPTION
The property is located to the east on North Ontare Road and south of the driveway access
from Ontare Road. San Roque Creek is located on the eastside of the property.
Topographically, the dwelling site is relative level with gradients of less than 5 percent and an
elevation of around 245 feet above mean sea level (MSL). To the east of the property the
terrain slopes toward San Roque Creek. At the time of our field exploration, an existing
residence was located on the east half of the property. The proposed dwelling will be located
on the west half of the site approximately 50 feet west of the existing residence. This area was
covered with a lawn at the time of our field investigation with several trees in the vicinity of the
pad. The ADU will be a wood-framed structure with a concrete slab-on-grade floor.
P.O. Box 6835 Santa Maria, CA 93456
Tel: (805) 631-5108 Fax: (805) 631-5937
March 12, 2020 Project 17-7953
2
3.0 GEOTECHNICAL CONDITIONS
The near surface materials in the area of the proposed dwelling consist of brown silty sands with
some clay in the upper 4 to 5 feet. These soils were found in a loose to medium dense
condition and in a slightly moist to moist state. Laboratory testing indicates that these soils
have very low expansivity. Similar brown silty sands with some clay were encountered below
the near surface materials in a slightly moist state and in a medium dense to very dense
condition.
4.0 CONCLUSIONS AND RECOMMENDA TIONS
It is our opinion that the foundation plans are in general conformance with the findings as given
in the referenced report. The following comments are provided for clarification purposes.
As recommended in the referenced report, after clearing and stripping the native soils should be
excavated to a minimum depth of three (3) feet below existing grade or finish pad grade or one
(1) foot below the bottom of the deepest footing, whichever is greater. All excavations should
be approved by the geotechnical engineer prior to placing fill. After approval, the exposed
surface should then be scarified, wetted to slightly above optimum moisture and compacted to
at least ninety (90) percent of maximum dry density (ASTM D1557-02). The removed materials
can then be replaced and similarly compacted; however, the upper 12 inches of the pad should
consist of a suitable non-expansive import material such as decomposed granite or Class II/III
base. The select material should also be compacted to at least ninety (90) percent. The lateral
limits of overexcavation, scarification and fill placement should be at least three (3) feet beyond
the perimeter footings.
The Geotechnical Engineer should be notified at least two (2) working days before site clearing
or grading operations commence and should be present to observe the stripping of material and
provide consultation to the Grading Contractor in the field. Field observation and testing during
the grading operations should be provided by the Geotechnical Engineer so that a decision can
be formed regarding the adequacy of the site preparation, the acceptability of fill materials, and
the extent to which the earthwork construction and the degree of compaction comply with the
project geotechnical specifications. Any work related to grading performed without the full
knowledge of, and under direct observation of the Geotechnical Engineer, may render the
recommendations of this and the referenced report invalid.
March 12, 2020 Project 17-7953
3
5.0 LIMITATIONS
This plan review was performed in accordance with the usual and current standards of the
professions, as they relate to this or similar localities. No other warranty, expressed or implied,
is made as to the conclusions and professional advice included in this report.
As in most projects, conditions revealed by excavation may be at variance with preliminary
findings. If this occurs, the changed conditions must be evaluated by the Project Geotechnical
Engineer, and revised recommendations be provided.
This report has been prepared for use by the client. It may not contain sufficient information for
the purposes of other parties or other uses. If any changes are made to the conclusions and
opinions contained herein, this report will not be considered valid unless the changes are
reviewed, and the conclusions and opinions of this report are modified or approved in writing by
Pacific Coast Testing.
If you require additional assistance, please do not hesitate to contact me at (805) 631-5108.