Item 4 - Exhibit 18 - Development Plans approved by Development Review Committee on 8-13-194 1/2 : 124 1/2 : 124 1/2 : 12
4 1/2 : 124 1/2 : 124 1/2 : 124 1/2 : 124 1/2 : 12cLcLWWWWWWWWWW
WWW W W
JT JT JT JT JT JT JT JT JTJTJTJTJTJTJT4 1/2 : 12
4 1/2 : 12 4 1/2 : 124 1/2 : 124 1/2 : 12 8'-0" SIDE SETBACK25'-0" FRONT SETBACK
15'-0" STREET SETBACK5'-0"20'-0" REAR SETBACK
5'-0"
5'-0"6'-5 1/2"61'-0"8'-0"1'-0"4 1/2 : 124 1/2 : 12
PROPERTY LINE 142.27'PROPERTY 66.37'PROPERTY 118.52'PROPERTY 39.98'5' 0" SWIMMING POOL SETBACK
SHADY VIEW LN.
(60' R.O.W.)SHANNON RD.(50' R.O.W.)(E) 26.4" OAK TREE
TO REMAIN.
(E) 45" REDWOOD
PINE TO REMAIN.
(E) 45" REDWOOD
PINE TO REMAIN.
(N)DRIVEWAY.
(E) FIRE
HYDRANT TO
REMAIN.
SSCO
SDMH
(E) JP
(E) JP
4 1/2 : 124 1/2 : 12
APPROXIMATE
LOCATION OF
FUTURE POOL
EQUIPMENT.
EDGE PAVEMENT
ROLLED CURBEDGE PAVEMENT
EDGE
P
A
V
E
M
E
N
T
ROLLED
C
U
R
B
(E) 27" SMOKE
TREE TO REMAIN.5' 0" SWIMMINGPOOL SETBACKFUTURE SWIMMING
POOL (20'x15')
Under a separate permit.
5' 0" SWIMMING POOL
S
E
T
B
A
C
K
(N) WATER
METER.
SSCO
SSCO
(N) CLEAN OUT
LOCATION.
1 2
DN
(E) CANOPY
DRIPLINE, TYP.
(N) CLEAN OUT
LOCATION.
(N) JOINT TRENCH
TO CONNECT TO
(N) UTILITIES.
(N) ELEC.
METER.
300 AMP.
(N) GAS
METER.
PROJECT SIGN. SEE
NOTE 'E' THIS PAGE.PROPERTY LINE 78.01'PROPERTY LINE 78.01'
SECOND FLOOR
BUILDING
OUTLINE
FIRST FLOOR
BUILDING
OUTLINE
(E)SWIMMING POOL
(E)EXISTING NON-
CONFORMING
POOL HOUSE9' HEIGHT.2 1/2 : 12APPROXIMATE
LOCATION OF (E)
1-STORY HOME
AT 16344 SHADY
VIEW LN.
APPROXIMATE LOCATION
OF (E) 2-STORY HOME AT
16330 SHANNON RD.
(N) MAIN HOUSESS
SSSSSSSSSSSSSSSSSS(N) ATTACHED
ADU
(under a separate permit)
SS SS SS SS
(N) SEWER
LINE.SDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSCO
(E) HOUSE
COVER SHEETSHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 7/18/2019
LL / JW
CSDESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BY DATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.CITY OF SARATOGA:
CONSTRUCTION WORK HOURS:
MONDAY - FRIDAY 7:30AM - 6:00PM
SATURDAYS 9:00AM - 5:00PM
SUNDAYS AND WEEKDAY HOLIDAYS PROHIBITED
SITE MANAGEMENT:
A. SITE SHALL BE MAINTAINED CLEAN AT ALL TIMES AND CONSTRUCTION DEBRIS
HAULED OFF ON A REGULAR BASIS.
B. "BEST MANAGEMENT PRACTICE" SHALL BE IN PLACE AND MAINTAINED DURING
THIS PROJECT FOR PROTECTION OF ANY POLLUTANTS ENTERING THE EXISTING
STORMWATER SYSTEM.
COVERSHEET NOTES FOR SARATOGA
RESPONSES TO PLAN CHECK COMMENTS LL103/26/2019Fill out "Tools>Project Information> Client Information" topopulate client information on cover sheet and title block.
PROJECT DATA
ZONING R1-8-PREZONE
OCCUPANCY TYPE R3/U
BUILDING TYPE VB
APN 532-03-034
LOT AREA 8,610 SF
(E) RESIDENCE TO BE REMOVED 1,056 SF
FLOOR AREA:
(N) 1st FLOOR 1,425.08 SF
(N) 2ND FLOOR 1,273.67 SF
TOTAL 2,698.75 SF
(N) FAR 31 % > MAX. 32 %
(N) ATTACHED GARAGE:422.81 SF
FAR 5 % < MAX. 9 %
BUILDING COVERAGE:
(N) RESIDENCE 2,307.96 SF
TOTAL 2,307.96 SF
26.8 % < MAX. 40 %
PARKING 2 COVERED SPACES
SPECIAL INSPECTION
CONSTRUCTION SHALL CONFORM TO:
2016 California Building Code
2016 California Residential Code
2016 California Plumbing Code
2016 California Mechanical Code
2016 California Electrical Code
2016 Energy Code
2016 Green Building Code
2016 California Fire Code
2016 California Reference Standards Code
COVERSHEET
GENERAL NOTES, CALGREEN CHECKLIST AND NOTES
SHEET INDEX
PROJECT DIRECTORY
SCOPE OF WORK:
DEMOLISH (E) 1,056 SF 1-STORY RESIDENCE. BUILD (N)
2,698.75 SF 2-STORY HOME.
PROPERTY OWNER:
Allan Coulson
16336 Shady View Ln
Los Gatos, CA 95032
DESIGNER/CONTRACTOR:
DE MATTEI CONSTRUCTION, INC.
1794 THE ALAMEDA
SAN JOSE, CA. 95126
(408) 295-7516
SPECIAL INSPECTION NOTES
LOCATION MAP PARCEL MAP
1
Scale: 1/8"=1'-0"
PROPOSED SITE/ROOF PLAN
ToDo:
1. PLACE HOLDER, BECAUSE IT WON'T
FORMAT WITHOUT IT.
SHEET INDEX
CS COVER SHEET
BLUEPRINT FOR A CLEAN BAY
1 TOPOGRAPHIC SURVEY
C-1 COVER SHEET
C-2 GRADING AND DRAINAGE PLAN
C-3 DRAINAGE AND MISC. DETAILS
C-4 EROSION CONTROL PLAN
L1 LANDSCAPE PLAN
A0.0 GENERAL NOTES
A0.1 SITE DEMO AND TREE PROTECTION.
A0.2 GREENPOINT RATED CHECKLIST
A1.0 FLOOR AREA DIAGRAMS
A2.1 PROPOSED FIRST FLOOR PLAN
A2.2 PROPOSED SECOND FLOOR PLAN
A3.1 PROPOSED EXTERIOR ELEVATIONS
A3.2 PROPOSED EXTERIOR ELEVATIONS
A4.1 PROPOSED SECTIONS
A6.1 NEIGHBORHOOD PHOTOGRAPHS
A6.2 SHADOW STUDY
A6.3 SCHEMATIC NEIGHBORHOOD ELEVATIONS
Coulson Residence
PROJECT
LOCATION
NOTES:
A. ROOF RAINWATER LEADERS ARE TO BE DISCHARGED ONTO SPLASH
BLOCKS AND DIRECTED INTO LANDSCAPED AREAS.
B. A SANITARY SEWER LATERAL CLEAN-OUT SHALL BE INSTALLED AT THE
PROPERTY LINE, IF ONE DOES NOT ALREADY EXIST WITHIN TWO FEET
OF THE PROPERTY LINE.
C. All EXTERIOR LIGHTING WILL BE DOWNWARD DIRECTED.
D. FIRE SPRINKLER SYSTEM WILL BE PROVIDED AND INSTALLED PER
NFPA 13D 2016 ADDITION.
E. PROJECT SIGN SHALL BE ORIENTED TOWARDS THE STREET,WITHIN 1'
OF PROPERTY LINE OR 2' OF THE BACK OF SIDEWALK. THE TOP OF
THE SIGN SHALL BE 5' FROM (E) GRADE.
As shown
1
1
1
1
40 33
BOOK PAGE
1
1
1
N
True North
Project North
1
1
2
RESPONSES TO PLAN CHECK COMMENTS LL205/10/20192
2
2
2
2
EXHIBIT 18
BLUEPRINT FOR A CLEANBAYSHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 5/22/2019
LL / JWDESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BYDATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.As shown
BYREVISIONS1" =10'9-28-2018NRSCALE:DATE:DRAWN BY:SHEET NO:JOB NO:1 SHEETSOFSANITARY SEWERCLEANOUTSANITARY SEWERMANHOLEFENCE LINEWATER METERWATER VALVEFIRE HYDRANTXX" TREEGUY ANCHORAS NOTEDJOINT POLETREE, SIZE AND TYPEWGCONCRETEWATER LINEGMGAS METERGAS LINEFL FLOWLINETC TOP OF CURBEP EDGE OF PAVEMENTCONC CONCRETELIP LIP OF GUTTERGS GROUND SHOTAD AREA DRAINTC TOP OF CURBFF FINISH FLOORBSL BUILDING SETBACK LINE
BYREVISIONSN.T.S.12-2-2018NRSCALE:DATE:DRAWN BY:SHEET NO:JOB NO:4 SHEETSOFGENERAL NOTES: UTILITY NOTES:ABBREVIATIONDESCRIPTIONLEGENDNOTICE TO CONTRACTORSPERTINENT GRADING, PAVING AND TRENCH BACKFILL ON THIS SITE.RECOMMENDATIONS ON STRIPPING AND SITE PREPARATION FOR ALLEARTH WORK NOTE:THE CONTRACTOR SHALL STRICLY ADHERE TO THE SOILS ENGINEER'SNOTE:SHALL ESTABLISH HIS OWN QUANTITIES.THE QUANTITIES ARE SHOWN FOR THE PURPOSE OFGRADING PERMIT APPROVAL FROM THE TOWN OF LOS GATOS PUBLIC WORKS AND ARE NOT TO BE USED FOR PAYMENT TO THE CONTRACTOR . CONTRACTOR STANDARD GRADING NOTES“” 553520APPROXIMATE GRADING QUANTITIES (CU. YDS.)LOCATIONCUT DEPTH FILL DEPTHHOUSE5000 0SITE53 0.5'TOTAL553NOTE: NO GRADING REQUIRED EXCEPTFOR CRAWLSPACE & FOUNDATIONEXCAVATION & FOR SHAPING FINALGRADES FOR PROPER DRAINAGE1'2,5522,9715,523IMPERVIOUS COVERAGE (S.F.)BUILDINGSDRIVEWAY/WALKSTOTALEXISTINGREPLACEDNEW1,359 1,3273281481,6871,826TOTAL NEW & REPLACED IMPERVIOUS AREA=3,513 S.F.THE PROJECT GEOTECHNICALREPORT PREPARED BY:VICINITY MAPSITE SHANNON RDSHADY VIEW LANE
DEL CARLO COURT
BONNIE LANE
HILOW RD
NOBLE COURT
HILOW COURTPOOL351
N- ADU12DNFUTUREPOOLFUTUREP.E.Q.DATEREVISIONS1" =10'12-2-2018NRSCALE:DATE:DRAWN BY:SHEET NO:JOB NO:4 SHEETSOFGRADING AND DRAINAGE CONSTRUCTION NOTES:LEGEND:DRAINAGE NOTEDRAINAGE NOTE
350360370350360370REVISIONSAS SHOWN12-2-2018NRSCALE:DATE:DRAWN BY:SHEET NO:JOB NO:4 SHEETSOFAREA DRAIN DETAILAAGRAVEL BASIN DETAILNOTES:TREE PROTECTION DETAILCONCRETE DRIVEWAY-TYPICAL SECTION ROOF DOWNSPOUT/SPLASH BLOCKINFILTRATION DEVICE DETAILFOOTING DRAINS SYSTEMSUBFLOOR DRAIN DETAILCATCH BASIN DETAILDATE
BYREVISIONS1" =10'1-24-2019NRSCALE:DATE:DRAWN BY:SHEET NO:JOB NO:4 SHEETSOFTREE PROTECTION DETAILSTABILIZED CONSTRUCTION ENTRANCE NOTES: STABILIZED CONSTRUCTION ENTRANCELEGENDSTRAW WATTLESENTRENCHMENT IN FLAT AREASTRAW WATTLESDETAILBURLAP SACK DRAIN INLET (D.I.)SEDIMENT FILTER DETAILTEMPORARY CONCRETE WASHOUT FACILITY ( ABOVE GRADE)TEMPORARY COVER ON STOCK PILE11. “”“”NOTES:
GENERAL NOTESSHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 7/18/2019
LL / JW
A0.0DESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BYDATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.CALGREEN:
JOINTS AND OPENINGS: ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS,
OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE
PASSAGE OF RODENTS BY CLOSING SUCH OPENING WITH CEMENT MORTAR, CONCRETE
MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY.
A MINIMUM OF 75% OF THE CONSTRUCTION WASTE GENERATED AT THE SITE IS DIVERTED
TO RECYCLE OR SALVAGE. THIS IS ACHIEVED EITHER BY USING CITY PRE-CERTIFIED
LANDFILLS OR IMPLEMENTATION OF A WASTE MANAGEMENT PLAN. WASTE MANAGEMENT
PLAN SHALL BE PRE-APPROVED BY ENVIRONMENTAL SERVICES DEPARTMENT.
HEATING AND AIR CONDITIONING SYSTEM DESIGN SHALL BE SIZED, DESIGNED, AND HAVE
THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS:
AHEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ACCA MANUAL J, ASHRAE
HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS .
BHEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ACCA MANUAL J, ASHRAE
HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS.
CSELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ACCA 36-S MANUAL S OR
OTHER EQUIVALENT DESIGN SOFTWARE OR METHOD.
DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL
BE COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS AT
THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE
AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT.
ADHESIVES, SEALANTS, CAULKS, PAINTS, COATINGS, AND AEROSOL PAINTS SHALL COMPLY
WITH VOC AND OTHER CONTENT LIMITS. SPECIFIED IN SECTION 4.504 OF THE CGBSC. ALL
PRODUCT CONTAINERS SHALL REMAIN ON SITE FOR FIELD VERIFICATION. PRIOR TO FINAL
INSPECTION, A LETTER SIGNED BY THE GENERAL CONTRACTOR MUST BE PROVIDED TO
THE BUILDING OFFICIAL CERTIFYING THAT ALL ADHESIVES, SEALANTS, CAULKS, PAINTS,
COATINGS, AEROSOL PAINTS, AEROSOL COATINGS, CARPET SYSTEMS (INCLUDING
CARPETING, CUSHION, AND ADHESIVE), RESILIENT FLOORING SYSTEMS, AND COMPOSITE
WOOD PRODUCTS INSTALLED ON THIS PROJECT ARE WITHIN THE EMISSION LIMITS
SPECIFIED IN CGBSC SECTION 4.504
FINISHES:
AUSE LOW-VOC INTERIOR WALL/CEILING PAINTS (<50 GRAMS PER LETTER (GPL) VOCS
REGARDLESS OF SHEEN) CGBSC 4.504.2.2
BUSE LOW-VOC COATINGS THAT MEET SCAQMD RULE 1113 (CGBSC 4.504.2.3)
CDOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT VOC FINISH
MATERIALS HAVE BEEN USED PER CGBSC 4.504.2.4
80% OF FLOOR AREA RECEIVING RESILIENT FLOORING, SHALL COMPLY WITH THE VOC-
EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS
(CHPS) LOW-EMITTING MATERIALS LIST OR BE CERTIFIED UNDER THE RESILIENT FLOOR
COVERING INSTITUTE (RCFI) FLOORSCORE PROGRAM.
PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD (MDF), AND HARDWOOD PLYWOOD USED
IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION
STANDARDS. SPECIFY THE LIMITS ON THE PLANS IN ACCORDANCE WITH TABLE 4.504.5.
VAPOR RETARDER AND CAPILLARY BREAK IS INSTALLED AT SLAB ON GRADE
FOUNDATIONS.
PRIOR TO ENCLOSING THE WALL AND FLOOR FRAMING, CONFIRMATION MUST BE
PROVIDED TO THE BUILDING INSPECTOR SHOWING THE FRAMING MEMBERS DO NOT
EXCEED 19% MOISTURE CONTENT IN ACCORDANCE WITH CGBSC SECTION 4.505.3
ALL PLUMBING FIXTURES AND FITTINGS SHALL MEET THE STANDARDS REFERENCED IN
TABLE 1401.1 OF THE CURRENT CALIFORNIA PLUMBING CODE.
ALL EXISTING TO REMAIN PLUMBING FIXTURES SHALL CONFORM TO THE FOLLOWING:
ATOILETS WITH A FLOW RATE IN EXCESS OF 1.6 GPF SHALL BE REPLACED WITH TOILETS
WITH A MAXIMUM OF 1.28 GPF.
BSHOWER HEADS WITH A FLOW RATE GREATER THAN 2.5 GPM SHALL BE REPLACED
WITH A MAXIMUM 2.0 GPM SHOWER HEAD.
CLAVATORY AND KITCHEN FAUCETS WITH A FLOW RATE GREATER THAN 2.2 GPM SHALL
BE REPLACED WITH A FAUCET WITH A MAXIMUM FLOW RATE OF 1.2 GPM (OR 1.8 GPM
FOR KITCHEN FAUCETS).
AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING
OCCUPANT OWNER.
HVAC SYSTEMS INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER
INSTALLATION OF HVAC SYSTEMS.
SPECIAL INSPECTORS EMPLOYED BY THE ENFORCING AGENCY MUST BE QUALIFIED AND
ABLE TO DEMONSTRATE COMPETENCE IN THE THE DISCIPLINE THEY ARE INSPECTING.
DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL INCLUDE BUT IS
NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR
INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO
THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN
SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION IS NECESSARY TO VERIFY
COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE
SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST.
==========================
MAY ONLY BE FOR LOS GATOS
==========================
WASTE MANAGEMENT PLAN:
A.PROVIDE A CONSTRUCTION WASTE MANAGEMENT PLAN FOR REVIEW AND APPROVAL IN
ACCORDANCE WITH CGBSC SECTION 4.408.2.
B.DOCUMENTATION SHALL BE PROVIDED, PRIOR TO FIRST INSPECTION, CONFIRMING
COMPLIANCE TO THE WASTE WASTE MANAGEMENT PLAN PROVIDED TO THE
JURISDICTION. CGBSC SECTION 4.408.2.1
C.A MANUAL, COMPACT DISC, WEB-BASED REFERENCE, OR OTHER ACCEPTABLE MEDIA
INCLUDING THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE PLACED IN THE
BUILDING PRIOR TO FINAL INSPECTION IN ACCORDANCE WITH CGBSC SECTION 4.410.1
updated 10/12/18address numbers
CALGREEN: (ALT)
FINISHES:
A.USE LOW-VOC INTERIOR WALL/CEILING PAINTS (<50 GRAMS PER LETTER (GPL)
VOCS REGARDLESS OF SHEEN) CGBSC 4.504.2.2
B.USE LOW-VOC COATINGS THAT MEET SCAQMD RULE 1113 (CGBSC 4.504.2.3)
PLUMBING:
ALL EXISTING TO REMAIN PLUMBING FIXTURES SHALL CONFORM TO THE
FOLLOWING:
A.TOILETS WITH A FLOW RATE IN EXCESS OF 1.6 GPF SHALL BE REPLACED WITH
TOILETS WITH A MAXIMUM OF 1.28 GPF.
B.SHOWER HEADS WITH A FLOW RATE GREATER THAN 2.5 GPM SHALL BE
REPLACED WITH A MAXIMUM 2.0 GPM SHOWER HEAD.
C.LAVATORY AND KITCHEN FAUCETS WITH A FLOW RATE GREATER THAN 2.2 GPM
SHALL BE REPLACED WITH A FAUCET WITH A MAXIMUM FLOW RATE OF 1.2 GPM
(OR 1.8 GPM FOR KITCHEN FAUCETS).
WILDLAND-URBAN INTERFACE FIRE ZONEREQUIREMENTS PER CRC R327:PRIOR TO BUILDING PERMIT FINAL, THE PROPERTY SHALL BE IN A COMPLIANCE WITH THEVEGETATION MANAGEMENT REQUIREMENTS PRESCRIBED IN CALIFORNIA FIRE CODESECTION 4906, INCLUDING CALIFORNIA PUBLIC RESOURCES CODE 4291 OR CALIFORNIAGOVERNMENT CODE SECTION 51182 PER CRC R327.1.5. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATIONOF LEAVES AND DEBRIS IN THE GUTTER PER CRC R327.5.4. EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THEROOF, AND TERMINATE AT 2 INCH NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT
ALL ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE
ENCLOSURE PER CRC R327.7.3.1.
THE EXPOSED UNDERSIDE OF ENCLOSED ROOF EAVES HAVING EITHER A BOXED-IN ROOF
EAVE SOFFIT WITH A HORIZONTAL UNDERSIDE, OR SLOPING RAFTER TAILS WITH AN
EXTERIOR COVERING APPLIED TO THE UNDERSIDE OF THE RAFTER TAILS, SHALL BE
PROTECTED BY ONE OF THE FOLLOWING PER CRC R327.7.5:
30.1. NONCOMBUSTIBLE MATERIAL 30.2. IGNITION-RESISTANT MATERIAL
30.3. ONE LAYER OF 5/8” TYPE ‘X’ GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR
COVERING ON THE UNDERSIDE OF THE RAFTER TAILS OR SOFFIT.
30.4. THE EXTERIOR PORTION OF A 1-HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY
APPLIED TO THE UNDERSIDE OF THE RAFTER TAILS OR SOFFIT INCLUDING ASSEMBLIES
USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM
ASSOCIATION FIRE RESISTANT DESIGN MANUAL.
30.5. BOXED-IN ROOF EAVE SOFFIT ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT
MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET
FORTH IN SFM STANDARD 12-7A-3.
EXTERIOR WINDOWS AND EXTERIOR GLAZED DOOR ASSEMBLIES SHALL COMPLY WITH
ONE OF THE FOLLOWING REQUIREMENTS PER CRC R327.8.2.1:
31.1. BE CONSTRUCTED OF MULTI-PANE GLAZING WITH A MINIMUM OF ONE TEMPERED
PANE MEETING THE REQUIREMENTS OF SECTION 2406 SAFETY GLAZING, OR
31.2. BE CONSTRUCTED OF GLASS BLOCK UNITS, OR
31.3. HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED
ACCORDING TO NFPA 257, OR
31.4. BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-2.
EXTERIOR DOORS SHALL COMPLY WITH ONE OF THE FOLLOWING PER CRC 327.8.3:
32.1. THE EXTERIOR SURFACE OR CLADDING SHALL BE OF NONCOMBUSTIBLE OR IGNITION-
RESISTANT MATERIAL, OR 32.2. SHALL BE CONSTRUCTED OF SOLID CORE WOOD THAT
COMPLY WITH THE FOLLOWING REQUIREMENTS:
32.2.1. STILES AND RAILS SHALL NOT BE LESS THAN 1 3/8 INCHES THICK
32.2.2. RAISED PANELS SHALL NOT BE LESS THAN 1 1/4 INCHES THICK, EXCEPT FOR THE
EXTERIOR PERIMETER OF THE RAISED PANEL THAT MAY TAPER TO A TONGUE NOT LESS
THAN 3/8 INCH THICK.
32.3. SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN
TESTED ACCORDING TO NFPA 252.
32.4. SHALL BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD
12-7A-1.
GARAGE: 1-HR SEPARATION BETWEEN DWELLING AND GARAGE PER
CRC SECTION R302.6. 20 MINUTE, 1-3/4" SOLID WOOD FIRE RATED
DOOR WITH SELF CLOSING AND SELF LATCHING DEVICES PER CRC
SECTION R302.5
CODES: ALL HVAC EQUIPMENT, DUCT WORK AND INSTALLATIONS
SHALL COMPLY WITH APPLICABLE SECTIONS OF THE CURRENT
MECHANICAL CODE, CALIFORNIA TITLE 24 STANDARDS AND
MANUFACTURER'S SPECIFICATIONS. ALL PLUMBING WORK SHALL
CONFORM WITH THE CURRENT CALIFORNIA PLUMBING CODE.
SKYLIGHTS: ALL SKYLIGHTS ARE TO BE PRE-MANUFACTURED PLASTIC
DOME TYPES WITH ANODIZED ALUMINUM FRAMES MOUNTED ON
WOOD CURBS OR DIRECTLY TO ROOF DECK. FRAME COLOR IS TO
MATCH OR BE SIMILAR TO THE ROOF COLOR. CURB HEIGHT ABOVE
THE ADJACENT ROOF SURFACE IS TO BE 4" MINIMUM. THE DOME
HEIGHT IS TO BE MINIMUM 5" OR 10% OF THE MAXIMUM SPAN OF THE
DOME. SKYLIGHT UNITS SHALL MEET TITLE 24 REQUIREMENTS.
SKYLIGHTS WITH INSTALLED GLAZING 12' ABOVE THE WALKING
SURFACE SHALL BE CONSTRUCTED OF LAMINATED GLASS WITH A
POLYVINYL BUTYRAL INTERLAYER AND A MINIMUM THICKNESS OF
0.030 INCHES (.76 mm)
EXTERIOR PLASTER LATH: EXTERIOR PLASTER LATH SHALL BE OF AN
APPROVED, PAPER-BACKED, CORROSION RESISTANT METAL OR WIRE
FABRIC AND SHALL BE SELF FURRING. (1/4" MIN.) APPLY LATH OVER
WALL UNDERLAYMENT WITH THE LONG DIMENSION HORIZONTAL AND
LAP A MIN. 1/2" AT THE SIDES AND MIN. 1" AT THE ENDS. WHERE END
LAPS OF SHEETS DO NOT OCCUR OVER SUPPORTS, THEY SHALL BE
SECURELY TIED TOGETHER WITH A MIN. 18 GA. WIRE.
REINFORCEMENT SHALL BE USED AT ALL CORNERS OR THE LATH
SHALL BE CARRIED AROUND CORNERS AT LEAST ONE SUPPORT. A
WEEP SCREED SHALL BE PROVIDED AT OR BELOW THE FOUNDATION
LINE ON ALL EXTERIOR STUD WALLS A MIN. OF 4" ABOVE HIGHEST
ADJACENT GRADE. THE SCREED SHALL ALLOW TRAPPED WATER TO
DRAIN TO THE OUTSIDE. BOTH THE METAL LATH AND PAPER
UNDERLAYMENT SHALL TERMINATE ON THE ATTACHMENT FLANGE OF
THE SCREED. NAILING OF METAL LATH SHALL BE AT A MAX. OF 6 O.C.
EACH WAY USING EITHER 11 GA. X 1-1/2" LONG X 7/16" HEAD NAILS OR
16 GA. STAPLES WITH 7/8" LEGS.
GUARDRAILS: GUARDRAILS SHALL BE NOT LESS THAN 42 INCHES
HIGH MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE
TREAD, ADJACENT WALKING SURFACE OR ADJACENT SEATBOARD.
GUARDRAILS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED
LOAD OF 200 POUNDS, APPLIED IN ANY DIRECTION AT ANY POINT
ALONG THE TOP AND HAVE ATTACHMENT DEVICES AND SUPPORTING
STRUCTURE TO TRANSFER THIS LOADING TO THE APPROPRIATE
STRUCTURAL ELEMENTS OF THE BUILDING. INTERMEDIATE RAILS (ALL
THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILL ERS
SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED
NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO ONE SQUARE
FOOT, INCLUDING OPENING AND SPACE BETWEEN RAILS. OPEN
GUARDRAIL AND STAIR RAILINGS SHALL HAVE INTERMEDIATE RAILS,
BALUSTERS, PICKETS, ETC., ARRANGED SUCH THAT A 4" SPHERE
CANNOT PASS THROUGH THE OPENINGS.
INSULATION: FIBERGLASS BATT INSULATION SHALL BE INSTALLED
ACCORDING TO THE T-24 REPORT. SEE T-24 REPORT FOR INSULATION
VALUES.
LISTINGS: ALL HVAC EQUIPMENT AND ACCESSORIES SHALL BE LISTED
BY A NATIONALLY RECOGNIZED TESTING LAB. INSTALLATION
INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO
THE FIELD INSPECTOR AT TIME OF INSPECTION.
EXHAUST FANS: ALL INTERIOR EXHAUST FANS SHALL PROVIDE 5 AIR
CHANGES PER HOUR OR MORE. EXHAUST FANS AND FAN SYSTEMS
SHALL HAVE BACK-DRAFT DAMPER CONTROLS.
1 HOUR WALLS: HVAC DUCTS PENETRATING ONE HOUR WALLS
(GARAGE/HOUSE WALL) SHALL BE MINIMUM 26 GAUGE GALVANIZED
STEEL. 1 HOUR SEPARATION BETWEEN DWELLING AND GARAGE PER
CRC SECTION R302.6.
GAS PIPING: GAS PIPING SHALL NOT BE IMBEDDED IN OR BELOW
CONCRETE SLABS
SEWER PIPING: PLASTIC OR PVC SEWER LINE SHALL BE PLACED WITH
MIN. 6" OF SAND BASE AND COVER.
FORCED AIR UNIT: FORCED AIR UNIT(S) SHALL BE INSTALLED PER THE
MANUFACTURERS RECOMMENDATIONS AND THOSE OF THE
STRUCTURAL ENGINEER WHEN INSTALLED IN AN ATTIC SPACE.
GAS APPLIANCES: ALL GAS APPLIANCES AND EQUIPMENT SHALL HAVE
INTERMITTENT IGNITION DEVICES WITH NO CONTINUOUS BURNING
PILOTS. ALL APPLIANCES SHALL COMPLY WITH THE CURRENT
CALIFORNIA MECHANICAL CODE.
WATER HEATERS: WATER HEATERS SHALL BE INSULATED WITH
EXTERNAL BLANKETS OF R-12 OF GREATER. INSULATE HOT WATER
INLET AND OUTLET PIPES (FIRST FIVE FEET IN UNCONDITIONED
SPACES) WITH EXTERNAL WRAPPING OF R-4 OR GREATER. WATER
HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST
HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION.
STRAPPING SHALL BE AT POINTS WITHIN THE UPPER 1/3 AND THE
LOWER 1/3 OF ITS VERTICAL DIMENSIONS. AT THE LOWER POINT, A
MINIMUM DISTANCE OF FOUR INCHES SHALL BE MAINTAINED ABOVE
THE CONTROLS WITH THE STRAPPING. WATER HEATERS LOCATED IN
NON-LIVING SPACES SHALL BE INSTALLED ON A PLATFORM SUCH
THAT BURNERS AND BURNER-IGNITION DEVICES ARE LOCATED NOT
LESS THAN EIGHTEEN INCHES ABOVE THE FINISHED FLOOR.
TANKLESS WATER HEATERS: TANKLESS WATER HEATER SHALL BE
INSTALLED PER MANUFACTURERS RECOMMENDATION.
DRYER VENT: CLOTHES DRYERS SHALL VENT TO THE OUTSIDE OF
THE BUILDING AND SHALL BE A MAXIMUM 14' IN LENGTH WITH TWO
FEET REDUCTION FOR EACH 90 DEGREE ELBOW OVER TWO.
PLUMBING VENTS: ALL PLUMBING VENTS SHALL BE MINIMUM 10 FEET
FROM OPERABLE SKYLIGHTS.
THERMOSTATS: ONLY "SETBACK" THERMOSTATS CERTIFIED BY THE
CALIFORNIA ENERGY COMMISSION SHALL BE USED.
HOSE BIBS: HOSE BIBS AND WATER OUTLETS WITH HOSE
ATTACHMENTS SHALL HAVE APPROVED NON-REMOVABLE BACKFLOW
PREVENTION DEVICES.
FORCED AIR UNIT CLEARANCES: LISTED FURNACES SHALL BE
INSTALLED IN CONFORMANCE WITH THE CONDITIONS OF THEIR
LISTING. THE FURNACE INSTALLER SHALL LEAVE THE
MANUFACTURER'S INSTALLATION AND OPERATING INSTRUCTIONS
ATTACHED TO THE APPLIANCE, CLEARANCES OF LISTED FURNACES
FROM COMBUSTIBLES SHALL BE AS SPECIFIED IN THE LISTING OR ON
THE FURNACE RATING PLATE. UNLISTED FURNACES SHALL HAVE THE
FOLLOWING CLEARANCES FROM COMBUSTIBLES:
ABOVE TOP OF CASING OR FURNACE 6"
FROM TOP AND SIDES OF WARM-AIR BONNET OR PLENUM 6"
FROM FRONT (UNLESS ACCESS REQUIREMENTS GREATER 18"
FROM BACK OF FURNACE 6"
FROM SIDES OF FURNACE 6"
DISHWASHERS: DISHWASHING MACHINES CONNECTED DIRECTLY TO
A DRAINAGE SYSTEM OR FOOD WASTE DISPOSAL SHALL HAVE AN
APPROVED DISHWASHER AIR GAP FITTING ON THE DISCHARGE SIDE
OF THE DISHWASHING MACHINE. LISTED AIR GAPS SHALL BE
INSTALLED WITH THE FLOOD LEVEL (FL) MARKING AT OR ABOVE THE
FLOOD LEVEL OF THE SINK/DRAIN BOARD, WHICH EVER IS HIGHER.
TUB AND SHOWER VALVES: TUB AND SHOWER VALVES SHALL HAVE
INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE
THERMOSTATIC MIXING VALVE TYPE
QUICK ACTING VALVES: ALL BUILDING WATER SUPPLY SYSTEMS IN
WHICH QUICK ACTING VALVES ARE INSTALLED (SUCH AS
DISHWASHERS, CLOTHES WASHERS, ETC.) SHALL BE APPROVED WITH
DEVICES AS CLOSE TO QUICK ACTING VALVES AS POSSIBLE TO
ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF
THESE VALVES.
DUCT TERMINATIONS: ALL ENVIRONMENTAL AIR DUCT TERMINATIONS
SHALL BE A MINIMUM OF (3) FEET FROM PROPERTY LINES AND/OR ANY
OPENINGS INTO THE BUILDING.
WALL AND FLOOR FLASHING: ALL FLASHING AT WALLS, FLOORS, AND
ROOF JUNCTURES TO VERTICAL SURFACES SHALL BE 26 GA. G.I.
UNLESS NOTED OTHERWISE ON PLANS. FORM FABRICATE AND
INSTALL FLASHING AS SHOWN ON DETAILS. SET ALL FLASHING IN
PLASTIC CEMENT AND SET JOINTS IN BUTYL MASTIC. FLASHING
SECTIONS SHALL HAVE AN END LAP OF 4" MIN.
DOORS: ALL EXTERIOR DOORS ARE TO BE FULLY WEATHER-
STRIPPED, CERTIFIED AND LABELED FOR COMPLIANCE TO ENERGY
CONSERVATION REGULATIONS. ALL FRENCH DOORS SHALL BE PAINT
GRADE WOOD WITH TEMPERED, DOUBLE GLASS PANELS ARRANGED
AS SHOWN ON PLANS AND DOOR SCHEDULE.
WINDOWS: ALL WINDOWS SHALL BE FULLY WEATHER-STRIPPED,
CERTIFIED AND LABELED FOR COMPLIANCE TO ENERGY
CONSERVATION REGULATIONS. ALL WINDOWS ARE TO BE WOOD OR
VINYL FRAMED. DOUBLE GLAZED WITH PANES AS SHOWN ON PLANS
AND WINDOW SCHEDULE AND A MAXIMUM U-VALUE AS SET FORTH IN
THE T-24 ENERGY CALCULATIONS.
BATH COUNTER TOPS: ALL BATH COUNTERTOPS AND SPLASHES
SHALL BE CERAMIC TILE AS SELECTED BY OWNER UNLESS NOTED
OTHERWISE ON THE PLANS. USE GRANITE OR MARBLE TILES OR SLAB
WHERE NOTED ON PLANS AND INTERIOR ELEVATIONS.
WEATHER BARRIER: ALL WEATHER EXPOSED WALL SURFACES SHALL
BE PROTECTED WITH AN UNDERLAYMENT OF (2) LAYERS GRADE "D"
BUILDING PAPER OVER PLYWOOD WALL SHEATHING. UNDERLAYMENT
SHALL BE APPLIED SHINGLE FASHION WITH MIN. 2" LAP AT
HORIZONTAL JOINTS AND MIN. 6" LAP AT VERTICAL JOINTS.
UNDERLAYMENT SHALL BE FREE OF HOLES AND BREAKS OTHER
THAN THOSE FROM NAILING TO PLYWOOD SHEATHING OR WALL
STUDS.
ARCHITECTURAL (CONT.)
CAULKING: ALL JOINTS AND PENETRATIONS AT EXTERIOR WALLS,
CEILINGS AND FLOOR ASSEMBLIES SHALL BE FULLY CAULKED AND
SEALED.
TUBS & SHOWERS: SHOWERS SHALL BE A MIN. SIZE OF 1024 SQ.IN
AND ACCOMMODATE AT 30" CIRCLE. BACKER FOR SHOWER AND TUB
SHOWER WALLS TO BE FIBER-CEMENT, FIBER REINFORCED
CEMENTITIOUS BACKER UNITS, GLASS MAT GYPSUM BACKERS OR
FIBER-REINFORCED GYPSUM BACKERS TO A MIN. HEIGHT OF 72"
ABOVE THE FLOOR. SHOWER WALLS SHALL BE FINISHED WITH
CERAMIC TILE OF OTHER SMOOTH, HARD NON-ABSORBENT
COVERING. ALL TUB AND SHOWER GLAZING SHALL BE MADE OF
SHATTER-RESISTANT TEMPERED GLASS. SWING DOORS SHALL OPEN
OUTWARD WITH A MIN. OPENING CLEARANCE OF 22".
PRE-FABRICATED FIREPLACES: PRE-FABRICATED METAL FIREPLACES
SHALL BE INSTALLED WITH INSULATED CHIMNEY FLUE, SPARK
ARRESTOR AND ACCESSORIES ACCORDING TO MANUFACTURERS
SPECIFICATIONS. FIREPLACE OPENING SHALL BE EQUIPPED WITH A
TIGHT FITTING, CLOSEABLE METAL OR GLASS DOOR. FIREPLACE
SHALL HAVE A FLUE DAMPER AND AN OUTSIDE AIR INTAKE WITH
DAMPER. ONLY GAS APPLIANCE FIREPLACES ARE TO BE USED.
GLAZING: ALL GLAZING SHALL CONFORM TO FEDERAL GLAZING
REGULATIONS AND THE CALIFORNIA RESIDENTIAL CODE. GLAZING IN
HAZARDOUS LOCATIONS SHALL BE FULLY TEMPERED GLASS OR
APPROVED PLASTIC AND IS PERMANENTLY IDENTIFIED BY THE
MANUFACTURER OR INSTALLER.
MECHANICAL ROOM DOORS: ACCESS DOORS OF THE MECHANICAL
ROOM SHALL BE SOLID CORE WITH MINIMUM 100 SQ. IN. LOUVERED
VENT AT TOP OF DOORS AND MINIMUM 100 SQ. IN. LOUVERED VENT AT
BOTTOM OF DOORS.
GYPSUM WALLBOARD: ALL INTERIOR WALL AND CEILING FACES ARE
TO BE SHEATHED WITH 1/2" GYPSUM WALLBOARD EXCEPT WHERE
NOTED TO USE 5/8" TYPE "X" WALLBOARD. TAPE, TEXTURE AND PAINT
GYP. BOARD ACCORDING TO FINISH SCHEDULE. ALL GAPS AND
PENETRATIONS AT 5/8" TYPE "X" WALLBOARD SHALL BE FILLED WITH
TAPING CEMENT. NAIL ALL GYP. BOARD TO WALL STUDS, PLATES,
BLOCKING, ETC., AS FOLLOWS:
1/2" WALLBOARD 4d CEMENT COATED BOX NAIL OR 1-3/8" x 14
GA. ACID-ETCHED, PHOSPHATE COATED
NAIL OR 4d "DRYVITE" NAIL AT 7" O.C.
5/8" TYPE "X" WALLBOARD 6D "COOLER" NAILS AT 7" O.C.
ROOF VENTILATION: THE MINIMUM NET FREE VENTILATING AREA
SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE OR 1/300 OF THE
VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING
CONDITIONS ARE MET:
1.IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS
INSTALLED ON THE WARM-IN-WINTER SIDE OF THE
CEILING.
2.AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE
REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS
LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE.
UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET
BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED
VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION
PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF
WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE
INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN
3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL
BE PERMITTED.
ALL VENT OPENINGS SHALL BE COVERED WITH CORROSION
RESISTANT, NON-COMBUSTIBLE METAL MESH WITH MESH OPENINGS
OF AT LEAST 1/16" AND A MAXIMUM OF 1/8" DIMENSION. VENTS SHALL
BE LOCATED SO AS TO PROVIDE CROSS VENTILATION OF EACH
SEPARATE ATTIC SPACE AND SHALL PROTECT AGAINST THE
ENTRANCE OF RAIN AND SNOW.
STAIR HANDRAILS: EVERY STAIRWAY OF 4 OR MORE RISERS SHALL
HAVE AT LEAST ONE HANDRAIL AND EVERY OPEN SIDE OF A STAIRWAY
SHALL HAVE A GUARDRAIL. HANDRAILS MOUNTED ON A WALL SHALL
HAVE A MIN. 1-1/2" SPACE BETWEEN THE WALL AND THE HANDRAIL.
THE HANDGRIP PORTION OF HANDRAILS SHALL BE BETWEEN 1-1/4'
AND 2" CROSS SECTION DIMENSION AND SHALL HAVE A SMOOTH
SURFACE WITH NO SHARP CORNERS. ALL HANDRAILS ARE TO BE
PLACED 34" AND 38" ABOVE TREAD NOSING AND SHALL BE
CONTINUOUS THE FULL LENGTH OF THE STAIRS.
EXTERIOR PLASTER: EXTERIOR PLASTER SHALL BE PORTLAND
CEMENT APPLIED IN THREE COATS TO A MIN. THICKNESS OF 7/8". SEE
EXTERIOR ELEVATIONS FOR TEXTURE VARIATIONS.
APPLIANCES: THE CONTRACTOR SHALL PROVIDE RESIDENTIAL
EQUIPMENT WHICH IS U.L. LABELED. PROVIDE, TO THE OWNER, ALL
MANUFACTURER'S STANDARD WRITTEN WARRANTIES, OWNER'S
MANUALS, AND STANDARD ACCESSORIES. CONTRACTOR SHALL
INSTALL THE APPLIANCES WHERE INDICATED ON DRAWINGS AND AS
REQUIRED BY ALL CODES AND LISTINGS. APPLIANCE TYPES, STYLES,
COLORS, ETC., SHALL BE SELECTED BY OWNER.
EMERGENCY EGRESS ESCAPE AND RESCUE WINDOWS: BASEMENTS
OF DWELLING UNITS AND EVERY BEDROOM BELOW THE 4TH STORY
SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED
FOR EMERGENCY ESCAPE AND RESCUE DIRECTLY TO EXTERIOR. THE
UNITS SHALL BE OPERABLE TO PROVIDE FULL CLEAR OPENING
WITHOUT THE USE OF SEPARATE TOOLS AND HAVE A NET CLEAR
OPENING OF NO LESS THAN 5.7 SQUARE FEET. THE NET CLEAR
OPENING HEIGHT SHALL BE A MINIMUM OF 24" AND THE WIDTH SHALL
BE A MINIMUM OF 20" WITH THE BOTTOM OF THE CLEAR OPENING NOT
GREATER THAN 44" MEASURED FROM THE FLOOR IN DWELLING
UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED
MORE THAN 72” ABOVE THE FINISHED GRADE OR SURFACE BELOW,
THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL
BE A MINIMUM 24” ABOVE THE FINISHED FLOOR OF THE ROOM IN
WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS
SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH
DIAMETER WHERE SUCH OPENING ARE LOCATED WITHIN 24” OF THE
FINISHED FLOOR. WHERE SUCH WINDOW OPENINGS DO NOT COMPLY,
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS THAT
COMPLY WITH ASTM F 2090, SHALL BE PROVIDED.
STREET ADDRESS: NEW AND EXISTING BUILDINGS SHALL BE
PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS
IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT
IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH
THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC
NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE
SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES
HIGH WITH A MINIMUM STROKE WIDTH OF 1 /2 INCH.
SPARK ARRESTORS: SPARK ARRESTORS SHALL BE INSTALLED ON ALL
CHIMNEYS INCLUDING OUTSIDE FIREPLACES.
CODES: ALL ELECTRICAL EQUIPMENT, WIRING AND INSTALLATIONS
SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL
ELECTRICAL CODE, CALIFORNIA TITLE 24 STANDARDS AND THE
MANUFACTURER'S SPECIFICATIONS.
LISTINGS: ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE
LISTED BY A NATIONALLY RECOGNIZED TESTING LAB. INSTALLATION
INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO
THE FIELD INSPECTOR AT TIME OF INSPECTION.
RECESSED FIXTURES: PROVIDE RECESSED FIXTURE CLEARANCE
PER CODE. RECESSED FIXTURES IN INSULATED CEILINGS SHALL BE
"IC" APPROVED FIXTURES.
DRYER LOADS: CLOTHES DRYER LOADS SHALL BE DETERMINED ON A
LOAD OF 5000 WATTS PER APPLIANCE OR BY NAMEPLATE RATING.
ELECTRICAL BOXES: ELECTRIC SWITCH AND OUTLET BOXES ON
EXTERIOR WALLS SHALL HAVE RUBBER GASKETS FOR MEDIUM
INFILTRATION CONTROL.
KITCHEN AND BATH FIXTURES: ALL GENERAL LIGHTING FIXTURES
AND BULBS IN KITCHEN AND BATH AREAS SHALL HAVE AN EFFICACY
RATING OF 40 LUMENS PER WATT OR GREATER. FLUORESCENT
FIXTURES WITH PLUG-IN (NOT SCREW-IN) FLUORESCENT LAMPS
SHALL BE USED.
CLOSET LIGHTS: LIGHT FIXTURES IN CLOSETS/WARDROBES SHALL
HAVE A MIN. 18" HORIZONTAL CLEARANCE TO SHELVES.
TUB/SHOWER LIGHTS: LIGHT FIXTURES MOUNTED WITHIN 5' OF A SPA/
TUB SHALL BE MOUNTED AT LEAST 7'6" ABOVE THE MAXIMUM WATER
LEVEL OF THE SPA/TUB AND SHALL BE GFCI PROTECTED.
DRYER/COOKING UNIT OUTLETS: CLOTHES DRYERS AND COOKING
UNITS SHALL HAVE CONDUCTOR WIRES WITH AN INSULATED NEUTRAL
AND FOUR-PRONG OUTLET.
OUTDOOR OUTLETS: PROVIDE OUTSIDE RECEPTACLES AT THE FRONT
AND REAR OF THE HOME WITHIN 6'-6" OF GRADE WHICH ARE
WATERPROOF AND GFCI PROTECTED. SEE PLAN FOR LOCATIONS.
KITCHEN BRANCH CIRCUITS: SHALL BE PROTECTED BY ARC-FAULT
CIRCUIT INTERRUPTERS. PROVIDE (2) SMALL APPLIANCE BRANCH
CIRCUITS IN THE KITCHEN WHICH ARE LIMITED TO SUPPLYING WALL
AND COUNTER SPACE OUTLETS. THESE OUTLETS CANNOT SERVE
DINING ROOM, OUTSIDE PLUGS, RANGE HOOD, DISPOSALS,
DISHWASHERS OR MICROWAVES. ONLY THE REQUIRED COUNTERTOP/
WALL OUTLETS (INCLUDING REFRIGERATOR).
BATHROOM OUTLET CIRCUITS: REQUIRED BATHROOM OUTLETS
SHALL BE ON A DEDICATED 20 AMP CIRCUIT WHICH CANNOT SERVE
ANY OTHER RECEPTACLES, LIGHTS, FANS, ETC.
TAMPER-RESISTANT RECEPTACLES IN DWELLING UNITS: ALL NEW
NON-LOCKING TYPE 125-VOLT, 15- AND 20-AMPERE RECEPTACLES
THAT ARE WITHIN 5 1/2' ABOVE FINISH FLOOR SHALL BE LISTED
TAMPER-RESISTANT RECEPTACLES.
ARCHITECTURAL
MECHANICAL
ELECTRICAL
GENERAL NOTES
JOINTS AND OPENINGS: ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS,
OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE
PASSAGE OF RODENTS BY CLOSING SUCH OPENING WITH CEMENT MORTAR, CONCRETE
MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY.
A MINIMUM OF 75% OF THE CONSTRUCTION WASTE GENERATED AT THE SITE IS DIVERTED
TO RECYCLE OR SALVAGE. THIS IS ACHIEVED EITHER BY USING CITY PRE-CERTIFIED
LANDFILLS OR IMPLEMENTATION OF A WASTE MANAGEMENT PLAN. WASTE MANAGEMENT
PLAN SHALL BE PRE-APPROVED BY ENVIRONMENTAL SERVICES DEPARTMENT.
HEATING AND AIR CONDITIONING SYSTEM DESIGN SHALL BE SIZED, DESIGNED, AND HAVE
THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS:
A HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ACCA MANUAL J, ASHRAE
HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS .
B HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ACCA MANUAL J, ASHRAE
HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS.
C SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ACCA 36-S MANUAL S OR
OTHER EQUIVALENT DESIGN SOFTWARE OR METHOD.
DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL
BE COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS AT
THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE
AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT.
ADHESIVES, SEALANTS, CAULKS, PAINTS, COATINGS, AND AEROSOL PAINTS SHALL COMPLY
WITH VOC AND OTHER CONTENT LIMITS. SPECIFIED IN SECTION 4.504 OF THE CGBSC. ALL
PRODUCT CONTAINERS SHALL REMAIN ON SITE FOR FIELD VERIFICATION. PRIOR TO FINAL
INSPECTION, A LETTER SIGNED BY THE GENERAL CONTRACTOR MUST BE PROVIDED TO
THE BUILDING OFFICIAL CERTIFYING THAT ALL ADHESIVES, SEALANTS, CAULKS, PAINTS,
COATINGS, AEROSOL PAINTS, AEROSOL COATINGS, CARPET SYSTEMS (INCLUDING
CARPETING, CUSHION, AND ADHESIVE), RESILIENT FLOORING SYSTEMS, AND COMPOSITE
WOOD PRODUCTS INSTALLED ON THIS PROJECT ARE WITHIN THE EMISSION LIMITS
SPECIFIED IN CGBSC SECTION 4.504
FINISHES:
A USE LOW-VOC INTERIOR WALL/CEILING PAINTS (<50 GRAMS PER LETTER (GPL) VOCS
REGARDLESS OF SHEEN) CGBSC 4.504.2.2
B USE LOW-VOC COATINGS THAT MEET SCAQMD RULE 1113 (CGBSC 4.504.2.3)
C DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT VOC FINISH
MATERIALS HAVE BEEN USED PER CGBSC 4.504.2.4
80% OF FLOOR AREA RECEIVING RESILIENT FLOORING, SHALL COMPLY WITH THE VOC-
EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS
(CHPS) LOW-EMITTING MATERIALS LIST OR BE CERTIFIED UNDER THE RESILIENT FLOOR
COVERING INSTITUTE (RCFI) FLOORSCORE PROGRAM.
PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD (MDF), AND HARDWOOD PLYWOOD USED
IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION
STANDARDS. SPECIFY THE LIMITS ON THE PLANS IN ACCORDANCE WITH TABLE 4.504.5.
VAPOR RETARDER AND CAPILLARY BREAK IS INSTALLED AT SLAB ON GRADE
FOUNDATIONS.
PRIOR TO ENCLOSING THE WALL AND FLOOR FRAMING, CONFIRMATION MUST BE
PROVIDED TO THE BUILDING INSPECTOR SHOWING THE FRAMING MEMBERS DO NOT
EXCEED 19% MOISTURE CONTENT IN ACCORDANCE WITH CGBSC SECTION 4.505.3
ALL PLUMBING FIXTURES AND FITTINGS SHALL MEET THE STANDARDS REFERENCED IN CA
CIVIL CODE SECTIONS 1101.01-1101.8.
ALL EXISTING TO REMAIN PLUMBING FIXTURES SHALL CONFORM TO THE FOLLOWING:
A TOILETS WITH A FLOW RATE IN EXCESS OF 1.6 GPF SHALL BE REPLACED WITH TOILETS
WITH A MAXIMUM OF 1.28 GPF.
B SHOWER HEADS WITH A FLOW RATE GREATER THAN 2.5 GPM SHALL BE REPLACED
WITH A MAXIMUM 1.8 GPM SHOWER HEAD.
C LAVATORY AND KITCHEN FAUCETS WITH A FLOW RATE GREATER THAN 2.2 GPM SHALL
BE REPLACED WITH A FAUCET WITH A MAXIMUM FLOW RATE OF 1.2 GPM (OR 1.8 GPM
FOR KITCHEN FAUCETS).
AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING
OCCUPANT OWNER.
HVAC SYSTEMS INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER
INSTALLATION OF HVAC SYSTEMS.
SPECIAL INSPECTORS EMPLOYED BY THE ENFORCING AGENCY MUST BE QUALIFIED AND
ABLE TO DEMONSTRATE COMPETENCE IN THE THE DISCIPLINE THEY ARE INSPECTING.
DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL INCLUDE BUT IS
NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR
INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO
THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN
SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION IS NECESSARY TO VERIFY
COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE
SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST.
DIMENSIONS: ALL EXTERIOR DIMENSIONS ARE TO FACE OF
SHEATHING. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD
UNLESS OTHERWISE NOTED.
CALGREEN:
ARC-FAULT AND GROUND FAULT OUTLETS: ARC-FAULT (AFCI)
REQUIRED IN FAMILY ROOMS , DINING ROOMS, PARLORS, LIBRARIES,
DENS, BEDROOMS, SUN ROOMS, REC ROOMS, CLOSETS, AND
HALLWAYS AND LIGHTING. GROUND FAULT (GFCI) IS REQUIRED IN
BATHROOMS, GARAGES, ACCESSORY AREAS, EXTERIOR,
CRAWLSPACES, BASEMENTS, DISHWASHERS, AND DISPOSALS.
COMBINATION AFCI/GFCI IS REQUIRED IN KITCHENS, AND LAUNDRY
AREAS.
ELECTRICAL (CONT.)
A.FIRE SPRINKLER SYSTEM WILL BE PROVIDED AND INSTALLED PER NFPA 13D 2016 ADDITION.
B.FIRE SPRINKLERS REQUIRED: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE
INSTALLED IN ONE AND TWO-FAMILY DWELLINGS AS FOLLOWS: IN ALL NEW ONE AND TWO-FAMILY
DWELLINGS AND IN EXISTING ONE AND TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE THAT
INCREASE THE BUILDING AREA TO MORE THAN 3,600 SQUARE FEET. NOTE: THE OWNER(S),
OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR
CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO DETERMINE IF ANY
MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. A STATE OF
CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS,
CALCULATIONS, A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THIS DEPARTMENT
FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. CRC SEC. 313.2 AS ADOPTED AND
AMENDED BY LGTC.
C.WATER SUPPLY REQUIREMENTS: POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM
CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE
APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR
SUPPLYING THE SITE OF SUCH PROJECT, AND TO COMPLY WITH THE REQUIREMENTS OF THAT
PURVEYOR. SUCH REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER-
BASED FIRE PROTECTION SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR
STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE
CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF
RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER CONSIDERATION WILL NOT BE GRANTED BY
THIS OFFICE UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD
ARE DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY THE APPLICANT(S). 2016 CFC SEC.
903.3.5 AND HEALTH AND SAFETY CODE 13114.7
D.ADDRESS IDENTIFICATION: NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS
NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION
THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE
CODE OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO
FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR
ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (101.6 MM) HIGH WITH A
MINIMUM STROKE WIDTH OF 0.5 INCH (12.7 MM). WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD
AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN
OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE
MAINTAINED. CFC SEC. 505.1
E.CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE
PROVISIONS OF THE CFC CHAPTER 33 AND OUR STANDARD DETAIL AND SPECIFICATION S1-7.
PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS APPROPRIATE TO THE
PROJECT. CFC CHP. 33
F.WILDLAND URBAN INTERFACE:THIS PROJECT IS LOCATED WITHIN THE DESIGNATED WILDLAND-
URBAN INTERFACE FIRE AREA. THE BUILDING CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS
OF SECTION R327 OF THE CALIFORNIA RESIDENTIAL CODE OR THE CALIFORNIA BUILDING CODE
(CBC) CHAPTER 7A., AS APPLICABLE. VEGETATION CLEARANCE SHALL BE IN COMPLIANCE WITH CBC
SECTION 701A.3.2.4 PRIOR TO PROJECT FINAL APPROVAL.
FIRE NOTES:
NOTE:
ALL OUTDOOR LIGHTING AFFIXED TO THE BUILDING SHALL BE
DOWNWARD DIRECTED AND SHIELDED SO THAT NO LIGHT
GLARE WILL ENCROACH ONTO NEIGHBORING PROPERTIES.
1
Scale: None
TYP. OUTDOOR LIGHT (O.L.)
As shown
cLcLWWWW
WWW W W 8'-0" SIDE SETBACK25'-0" FRONT SETBACK
15'-0" STREET SETBACK20'-0" REAR SETBACK
61'-0"8'-0"1'-0"PROPERTY LINE 142.27'PROPERTY 66.37'PROPERTY 118.52'PROPERTY 39.98'SHADY VIEW LN.
(60' R.O.W.)SHANNON RD.(50' R.O.W.)(E) 26.4" OAK TREE
TO REMAIN.
(E) 45" REDWOOD
PINE TO REMAIN.
(E) 45" REDWOOD
PINE TO REMAIN.
(E) FIRE
HYDRANT TO
REMAIN.
SSCO
SDMH
(E) JP
(E) JP (E) ELEC.
METER TO BE
REMOVED.
(E) GAS
METER TO BE
REMOVED.
EDGE PAVEMENT
ROLLED CURBEDGE PAVEMENTEDGE PAVEMENT
ROLLED CURB
(E) WATER
METER TO BE
RELOCATED.
(E) 27" SMOKE
TREE TO REMAIN.
SSCO
(E) CLEAN OUT TO
BE RELOCATED.
(E) HEDGE TO BE
REMOVED.
(E) 18" CYPRESS
TO BE REMOVED.
(E) 18" CYPRESS
TO BE REMOVED.
TYPE "III" TREE
PROTECTION.
SEE FIGURE 3
THIS PAGE.
(E) CANOPY
DRIPLINE, TYP.
TYPE "I" TREE
PROTECTION.
SEE FIGURE 1
THIS PAGE.
TYPE "I" TREE
PROTECTION.
SEE FIGURE 1
THIS PAGE.
TYPE "III" TREE
PROTECTION.
SEE FIGURE 3
THIS PAGE.
TYPE "III" TREE
PROTECTION. SEE
FIGURE 3 THIS PAGE.
(E)EXISTING NON-
CONFORMING
POOL HOUSE9' HEIGHT.2 1/2 : 12APPROXIMATE
LOCATION OF (E)
1-STORY HOME
AT 16344 SHADY
VIEW LN.
APPROXIMATE LOCATION
OF (E) 2-STORY HOME AT
16330 SHANNON RD.
(E) 1-STORY HOUSE TO BE
REMOVED SHOWN SHADED
(E) SHED TO BE REMOVED.
(E) SHED TO BE
REMOVED.
(E) SHED TO BE
REMOVED.SSSSSSSSSSSSSSSSSSSSSS SS SS SSSDSDSDSDSDSDSDSD
SDSDSDSDSDSD SDSDSDSITE DEMO AND TREEPROTECTION.SHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 7/18/2019
LL / JW
A0.1DESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BYDATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.1
Scale: 1/8"=1'-0"
SITE DEMOLITION/TREE PROTECTION PLAN
2 No Scale
TREE PROTECTION DIAGRAM S
SEE CIVIL SHEET C-0
FOR M ORE INFORMATION
As shownRESPONSES TO PLAN CHECK COMMENTSLL03/26/201911
1
1
N
True North
Project North
1
GREENPOINT RATEDCHECKLISTSHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 7/18/2019
LL / JW
A0.2DESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BYDATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.As shown
6 '-9 1 /2 "1'-10 1/2"20'-6"8'-1 1/2"18'-7 1/4"
11'-6"8'-8 1/4"9'-7 1/2"37'-11 1/4"5'-2 1/4"13'-11"14'-2 3/4"
9'-7 1/4"20'-10 1/4"HALL
FAMILY
DININGBATH
ENTRY
KITCHEN
GARAGE
OFFICE
UTILITYBALCONY ABOVEF.P.
A B
C
D
E
F
G
H
J
CLOSET
DECK
BEDROOM
BATH
CLOSET
F.P.
OPEN ABOVE
OPEN ABOVE
1 2
DN
(under a separate permit)(under a separate permit)2'-8"13'-11 3/4"20'-10 1/4"13'-9 1/2"18'-2"16'-5 1/2"40'-8 1/4"5'-5"6'-4 1/4"4'-3 3/4"
5'-5 3/4"
BATH
BEDROOM
BATH
BALCONY
OPEN BELOW
BEDROOM
CLO.
LAUNDRY
HALL
MASTER BDRM
BATH OPEN BELOW
BALCONY
HALL
CLOSET
K L
M
N
Q P
CLO.CLO.FLOOR AREA DIAGRAMSSHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 7/18/2019
LL / JW
A1.0DESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BYDATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.FIRST FLOOR:
LETTER WIDTH LENGTH AREA
B 8'-1 1/2"20'-10 1/4"167.58
C 18'-7 1/4"37'-11 1/4"705.80
D 11'-6"5'-2 1/4"59.66
E 11'-6"8'-8 1/4"49.95
F radius=6'-9 1/2"72.46
G 9'-7 1/2"13'-11"133.95
H 14'-2 3/4"15'-6 1/2"221.14
J radius=1'-10 1/2"14.55
FIRST FLOOR TOTAL 1,425.08 SF
SECOND FLOOR:
LETTER WIDTH LENGTH AREA
K 13'-11 3/4"20'-10 1/4"291.52
L 13'-9 1/2"18'-2"250.55
M radius=2'-8"5.59
N 5'-5 3/4"5'-5"29.68
P 40'-8 1/4"16'-5 1/2"669.65
Q 4'-3 3/4"6'-4 1/4"26.68
SECOND FLOOR TOTAL 1,273.67 SF
TOTAL FLOOR AREA 2,698.75 SF
A - GARAGE FLOOR AREA 422.81 SF
1 Scale: 3/16"=1'-0"
PROPOSED FIRST FLOOR PLAN
2 Scale: 3/16"=1'-0"
PROPOSED SECOND FLOOR PLAN
FIRST FLOOR:
LETTER WIDTH LENGTH AREA
A (GARAGE)20'-6"20'-7 1/2"422.81
B 8'-1 1/2"20'-7 1/2"167.58
C 18'-7 1/4"37'-11 1/4"705.80
D 11'-6 "5'-2 1/2"59.90
E 11'-6 "5'-2 1/2"59.90
F radius=6'-9 1/2"72.46
G 9'-7 1/2"13'-11"133.95
H 31'-7 3/4"15'-6 1/2"491.83
I radius=1'-10 1/2"14.55
FIRST FLOOR TOTAL 1,705.95 SF
SECOND FLOOR:
LETTER WIDTH LENGTH AREA
K 13'-11 3/4"20'-10 1/4"291.52
L 13'-9 1/2"18'-2"250.55
M radius=2'-8"5.59
N 5'-5 3/4"5'-5"99.54
O 4'-3 3/4"6'-2 1/4"26.68
P 40'-8 1/4"16'-5 1/2"669.
Q (BALCONY)5'-0 1/2"20'-10 1/4"187.50
R (BALCONY)12'-6"15'-0"105.14
SECOND FLOOR TOTAL 1,343.53 SF
ADU:
S 20'-4 3/4"25'-2"513.30 SF
TOTAL FLOOR AREA 3,562.78 SF
GARAGE FLOOR AREA 422.81 SF
As shown
FIRST FLOOR:
LETTER WIDTH LENGTH AREA
B 8'-1 1/2"20'-7 1/2"167.58
C 18'-7 1/4"37'-11 1/4"705.80
D 11'-6"5'-2 1/4"59.66
E 11'-6"8'-8 1/4"49.95
F radius=6'-9 1/2"72.46
G 9'-7 1/2"13'-11"133.95
H 14'-2 3/4"15'-6 1/2"221.14
J radius=1'-10 1/2"14.55
FIRST FLOOR TOTAL 1,425.08 SF
SECOND FLOOR:
LETTER WIDTH LENGTH AREA
K 13'-11 3/4"20'-10 1/4"291.52
L 13'-9 1/2"18'-2"250.55
M radius=2'-8"5.59
N 5'-5 3/4"5'-5"29.68
P 40'-8 1/4"16'-5 1/2"669.65
Q 4'-3 3/4"6'-2 1/4"26.68
SECOND FLOOR TOTAL 1,273.67 SF
ATTACHED ADU:
R 275.54 SF
TOTAL FLOOR AREA 2,974.29 SF
A - GARAGE FLOOR AREA 422.81 SFRESPONSES TO PLAN CHECK COMMENTSLL103/26/20191
1
N
True North
Project North
1
808080805036DC 3080 4040SC
11580
5080
2056FX 2056FX
30802820AW28805080150802880
41050TC3680 28802 8 7 0 F X
2870FX
2870F
X
2880
210802880
41050TC
1630FX
2
A4.1
2
A4.1
1
A4.1
1
A4.1
2.A
2.B
2.C
2.D
37'-4 1/4"5'-1"5'-8"8'-2"20'-0"12'-3 1/2"
8'-1 1/2"
4'-0 1/2"4'-1 1/2"4'-0 1/2"15'-0"12'-0"7'-9"
20'-0"15'-0"14'-0"6'-7"18'-0"16'-2" ATTACHED ADU19'-7 3/4" ATTACHED ADU7'-5 1/2"14'-11"13'-7"
5'-0"21'-0"HALL
PANTRYFAMILY
DINING
ISLAND
BATH
ENTRY
KITCHEN
GARAGE
OFFICE
UTILITY
F.C.
+10'0"
F.C.
+10'0"
F.C.
+11'3"
F.C.
+10'0"
F.C.
+10'0"
F.C.
+10'0"
F.F.
+0'0"
F.F.
+0'0"
F.F.
+0'0"
F.F.
+0'0"
1 2
DN
12
DN
F.F.
-1'3"BALCONY ABOVEF.P.
20' MINUTE FIRE
RATED DOOR W/
SELF CLOSING &
SELF LATCHING
MECHANISMS.
CLOSET
DECK
BEDROOM1DN2 BATH
CLOSET
F.P.
OUTLINE
FLOOR
ABOVE.
OUTLINE
FLOOR
ABOVE.
OPEN ABOVE
OPEN ABOVE
1 2
DN
F.F.
+0'0"
(N) ELEC. METER.
300 AMP.
(N) GAS
METER.
(under a separate permit)(under a separate permit)PROPOSED FIRST FLOORPLANSHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 7/18/2019
LL / JW
A2.1DESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BYDATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.LEGEND:
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE DEMOLISHED
NEW INTERIOR CONSTRUCTION; 2x4 WD. STUD,
1/2" GYP. BD. EACH SIDE
NEW EXTERIOR CONSTRUCTION.
NEW 1-HR FIRE RATED WALL; 2x4 WD. STUD, 5/8"
TYPE "X" GYP. BD. EACH SIDE. SEE PLAN FOR
LOCATIONS.1 Scale: 1/4"=1'-0"
PROPOSED FIRST FLOOR PLAN
GREEN BUILDING:
FINISHES:
A.USE LOW-VOC INTERIOR WALL/CEILING PAINTS (<50 GRAMS PER LETTER (GPL)
VOCS REGARDLESS OF SHEEN) CGBSC 4.504.2.2
B.USE LOW-VOC COATINGS THAT MEET SCAQMD RULE 1113 (CGBSC 4.504.2.3)
PLUMBING:
ALL EXISTING NON-COMPLIANT PLUMBING FIXTURES SHALL BE UPGRADED:
A.WATER CLOSETS WITH A FLOW RATE IN EXCESS OF 1.6 GPF WILL NEED TO BE
REPLACED WITH WATER CLOSETS WITH A MAXIMUM FLOW RATE OF 1.28 GPF.
B.SHOWER HEADS WITH A FLOW RATE GREATER THAN 2.5 GPM WILL NEED TO BE
REPLACED WITH A MAXIMUM 2.0 GPM SHOWER HEAD.
C.LAVATORY AND KITCHEN FAUCETS WITH A FLOW RATE GREATER THAN 2.2 GPM
WILL NEED TO BE REPLACED WITH A FAUCET WITH MAXIMUM FLOW RATE OF
1.2 GPM (OR 1.8 GPM FOR KITCHEN FAUCETS).
X LINEAL FEET OF EAVE W/2X RAFTERS @ 16" O.C.:
X'/16" = ±X AVAILABLE BLOCKS
NEW UNDER FLOOR AREA TO BE VENTED =
XXX SQ.FT.
NEW ATTIC AREA TO BE VENTED = XXX SQ.FT.
XXX/150(144) = XXX SQ.IN. NFVA REQUIREDXXX/150(144) = XXX SQ.IN. NFVA REQUIRED
1 FLOOR VENT UNIT:
13.5" X 7.5" = 101.25 SQ.IN NFVA
1 EAVE BLOCKING VENT UNIT:
14" x 5.5" = 77 SQ.IN NFVA
X FLOOR VENTS PROVIDED, DISTRIBUTED EVENLY:
(X) x XXX SQ.IN = XXX SQ.IN. NFVA
XXX SQ.IN. NFVA PROVIDED
> XXX SQ.IN. NFVA REQUIRED
X EAVE VENTS PROVIDED, DISTRIBUTED EVENLY:
(X) x X SQ.IN. = XXX SQ.IN. NFVA
XXX SQ.IN. NFVA PROVIDED
> XXX SQ.IN. NFVA REQUIRED
LEGEND:
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE DEMOLISHED
NEW INTERIOR CONSTRUCTION; 2x4 WD. STUD,
1/2" GYP. BD. EACH SIDE
NEW EXTERIOR CONSTRUCTION; SEE 5/A3.2
NEW 1-HR FIRE RATED WALL; 2x4 WD. STUD, 5/8"
TYPE "X" GYP. BD. EACH SIDE. SEE PLAN FOR
LOCATIONS.
LEGEND:
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE DEMOLISHED
LEGEND:
EXISTING CONSTRUCTION
NEW CONSTRUCTION
TYPICAL NOTES:
updated 10/12/18
Calgreen changes
ELECTRICAL LEGEND
(ALL LIGHTING TO BE HIGH EFFICACY)
LAUNDRY/BATHROOM VENTILATION:
FOR LAUNDRY ROOMS AND BATHROOMS WITHOUT AN OPERABLE WINDOW:
A.PROVIDE MECHANICAL VENTILATION SYSTEM CAPABLE OF 5 AIR CHANGES/HR. TO
EXTERIOR.
B.USE SMOOTH METAL DUCT FOR DRYER EXHAUST WITH A MAX. LENGTH OF 14', TO
OUTSIDE WITH BACKDRAFT DAMPER AND TWO 90° ELBOWS AND A MIN. OF 4" DIA.
C.TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3 FEET
FROM PROPERTY LINES OR ANY OPENINGS INTO THE BUILDING (i.e., DRYERS,
BATH AND UTILITY FANS, ETC., MUST BE 3 FEET AWAY FROM DOORS WINDOWS,
OPENING SKYLIGHTS OR ATTIC VENTS).
D.EXHAUST FANS SHALL HAVE A MIN. OF 50 CFM FOR INTERMITTENT VENTILATION
OR 20 CFM FOR CONTINUOUS VENTILATION AND BE ENERGYSTAR COMPLIANT AND
BE EQUIPPED WITH A HUMIDISTAT AND HUMIDITY CONTROL. AND BE SWITCHED
SEPARATELY FROM LIGHTING SYSTEM.
PLUMBING:
A.ALL NEW TOILETS SHALL HAVE AN EFFECTIVE FLUSH VOLUME NOT TO EXCEED 1.28
GALLONS PER FLUSH.
B.ALL NEW LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.2 GALLONS
PER MINUTE AT 60 PSI.
C.ALL NEW SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF 1.8 GALLONS
PER MINUTE AT 80 PSI.
D.ALL NEW KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.8 GALLONS
PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE 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 GALLONS PER MINUTE
AT 60 PSI.
KITCHEN ELECTRICAL:
A.ALL BRANCH CIRCUITS TO BE PROTECTED BY ARC-FAULT CIRCUIT
INTERRUPTER(AFCI).
B.PROVIDE AFCI AND GFCI PROTECTION AT ALL RECEPTACLES SERVING KITCHEN
COUNTERTOPS.
C.AT EACH KITCHEN AND DINING AREA COUNTER SPACE WIDER THAN 12", LOCATE A
RECEPTACLE SO THAT NO POINT ALONG THE COUNTER WALL IS OVER 24" FROM A
RECEPTACLE. COUNTERTOP RECEPTACLES REQUIRED WITHIN 24" EACH SIDE OF
A BREAK IN THE CONTINUOUS COUNTERTOP SURFACE (SINKS-STOVES).
D.REQ'D RECEPTACLES MOUNTED ON THE SIDES OF CABINETS SHALL BE A
MAXIMUM OF 12" BELOW THE COUNTERTOP SURFACE WITH A MAXIMUM OF 6"
COUNTERTOP OVERHANG.
E.PROVIDE AT LEAST TWO (2) 20 AMP CIRCUITS FOR COUNTER RECEPTACLES.
SMOKE DETECTORS:
A.SMOKE DETECTOR SYSTEM SHALL BE HARD WIRED, INTERCONNECTED TO SOUND
SIMULTANEOUSLY AND EQUIPPED WITH BATTERY BACKUP.
B.INSTALL DETECTORS IN EACH BEDROOM, AT EACH CORRIDOR/AREA NEXT TO THE
BEDROOM, AT THE TOP OF STAIRS AND EACH STORY AND BASEMENT.
C.MULTIPLE SMOKE DETECTORS ARE REQUIRED WHEN CEILING LEVELS/
ELEVATIONS CHANGE OR ARE INTERRUPTED BY ARCHITECTURAL ELEMENTS
(CASED OPENINGS, ARCHWAYS, SKYLIGHT WELLS, ETC.) .
D.SMOKE DETECTORS SHALL BE LISTED AND COMPLY WITH UL 217 AND BE
INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 720 AND
MANUFACTURERS INSTRUCTIONS.
BATHROOM:
A.WATER CLOSETS SHALL BE LOCATED IN SPACES NOT LESS THAN 30" IN WIDTH AND
24" IN FRONT.
B.WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED WHERE THERE
WILL BE DIRECT EXPOSURE TO WATER. CRC 702.3.7.1
C.BACKER FOR SHOWER AND TUB SHOWER WALLS TO BE FIBER-CEMENT, FIBER
REINFORCED CEMENTITIOUS BACKER UNITS, GLASS MAT GYPSUM BACKERS OR
FIBER-REINFORCED GYPSUM BACKERS TO A MIN HEIGHT OF 72" ABOVE THE
FLOOR.
D.USE 2X8 WOODEN BACKING IN ALL BATHROOM WALLS AT WATER CLOSET SHOWER
AND BATHTUB, LOCATED AT 34" FROM FLOOR TO CENTER OF THE BACKING
SUITABLE FOR THE ADDITION OF GRAB BARS.
E.DOORS AND PANELS OF TUB AND SHOWER ENCLOSURES SHALL BE FULLY
TEMPERED LAMINATED SAFETY GLASS OR APPROVED PLASTIC.
F.SHOWER COMPARTMENTS SHALL HAVE MIN INTERIOR FLOOR AREA OF 1024 SQ IN
AND ABLE TO CONTAIN A 30" DIA. CIRCLE.
G.SHOWER AND TUB SHOWER COMBINATION IN ALL BUILDING SHALL BE PROVIDED
WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE
THERMOSTATIC MIXING VALVE TYPE.
CARBON MONOXIDE ALARMS:
CARBON MONOXIDE ALARMS REQUIRED BY SECTION 420.6.2 SHALL BE INSTALLED AND
MAINTAINED IN THE FOLLOWING LOCATIONS:
A.OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE
VICINITY OF THE BEDROOM (S).
B.ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.
C.IN GROUP R-1 OCCUPANCIES; ON THE CEILING OF EVERY SLEEPING UNIT OR
OTHER LOCATIONS WITHIN THE SLEEPING UNIT IN COMPLIANCE WITH THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
D.CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE
BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL
SOURCE AND SHALL BE EQUIPPED WITH BATTERY BACK-UP. ALARM WIRING SHALL
BE DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING WITHOUT A
DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT
PROTECTION.
E.WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE
INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT, THE ALARM
SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM
SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
F.CARBON MONOXIDE ALARMS SHALL BE LISTED AND COMPLY WITH UL 2034 AND BE
INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 720 AND
MANUFACTURERS INSTRUCTIONS.
BATHROOM ELECTRICAL:
A.PROVIDE 20AMP DEDICATED BRANCH CIRCUIT TO SUPPLY THE BATHROOM
OUTLETS. THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS,
FANS, ETC. (EXCEPTION-WHERE THE CIRCUIT SUPPLIES A SINGLE BATHROOM,
OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE
PERMITTED TO BE SUPPLIED).
B.ALL BRANCH CIRCUITS TO BE PROTECTED BY GROUND FAULT CIRCUIT
INTERRUPTER (GFCI).
KITCHEN VENTILATION:
WHERE COMBUSTION APPLIANCES OR SOLID-FUEL BURNING APPLIANCES ARE
LOCATED INSIDE THE PRESSURE BOUNDARY, THE MAXIMUM ALLOWABLE NET
EXHAUST FLOW OF THE TWO LARGEST EXHAUST FANS SHALL NOT EXCEED 15 CFM
PER 100 SQ. FT. OF OCCUPIABLE SPACE, WHEN OPERATING AT FULL CAPACITY. IF
THE DESIGNED TOTAL NET FLOW EXCEEDS THIS LIMIT, THE NET EXHAUST FLOW
MUST BE REDUCED BY REDUCING THE EXHAUST FLOW OR PROVIDING
COMPENSATING OUT-DOOR AIRFLOW (NOTE: IF MAKE-UP AIR FAN IS INSTALLED IT
MUST BE ELECTRICALLY INTERLOCKED WITH THE LARGEST EXHAUST FAN)LAUNDRY ELECTRICAL:
A ALL BRANCH CIRCUITS TO BE PROTECTED BY ARC-FAULT (AFCI) CIRCUIT
INTERRUPTER AND GROUND FAULT (GFCI) CIRCUIT INTERRUPTER.
B PROVIDE 20AMP DEDICATED BRANCH CIRCUIT TO SUPPLY THE LAUNDRY
RECEPTACLE OUTLET.
C MINIMUM 30 AMP DEDICATED CIRCUIT FOR DRYER PER CEC 220.54.
HIGH EFFICACY LIGHTING:
A.ALL LIGHTING SHALL BE HIGH EFFICACY AS DEFINED BY CEC TABLE 150.0-A
B.ALL PERMANENTLY INSTALLED SCREW-BASED LIGHT FIXTURES SHALL CONTAIN
SCREW-BASED JA8 (JOINT APPENDIX 8) COMPLIANT LAMPS AND BE MARKED AS
JA8-2016 OR JA8-2016-E. CEC 150.0(k)G
C.ALL JA8 COMPLIANT LIGHT FIXTURES INSTALLED IN CEILING RECESSED
DOWNLIGHTS, LED LUMINARIES WITH INTEGRAL SOURCES, PIN-BASED LED
LAMPS, AND GU24 BASED LED LIGHT SOURCES SHALL BE CONTROLLED BY
VACANCY SENSORS OR DIMMERS.
D.AT LEAST ONE FIXTURE IN EACH BATRHROOM, GARAGE, LAUNDRY ROOM, AND
UTILITY ROOM SHALL BE CONTROLLED BY A VACANCY SENSOR.
E.ALL LIGHTING SHALL BE SWITCHED SEPARATELY FROM EXHAUST FANS (EXCEPT
FOR KITCHEN EXHAUST HOODS).
F.ALL UNDER CABINET LIGHTING SHALL BE SWITCHED SEPARATELY FROM OTHER
LIGHTING SYSTEMS.
G.GARAGE, LAUNDRY, AND UTILITY ROOMS: LIGHTING INSTALLED IN GARAGES,
LAUNDRY, AND UTILITY ROOMS SHALL BE HIGH EFFICACY AND CONTROLLED BY
VACANCY SENSORS.
H.HIGH EFFICACY LIGHTING IS NOT REQUIRED IN CLOSETS OF LESS THAN 70 SF.
I.OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING SHALL
BE HIGH EFFICACY AND CONTROLLED WITH A MANUAL ON/OFF SWITCH AND BY
PHOTO CONTROL AND A MOTION SENSOR. PER ENERGY 110.9.
J.ALL OTHER ROOMS: LIGHTING INSTALLED IN ALL OTHER ROOMS SHALL BE HIGH
EFFICACY OR SHALL BE CONTROLLED BY EITHER DIMMERS AND VACANCY
SENSORS.
ATTIC/UNDERFLOOR INSTALLED FAU:
A.UNIT SHALL BE ACCESSIBLE THROUGH AN OPENING AND PASSAGEWAY NOT LESS
THAN THE LARGEST COMPONENT OF THE UNIT AND NOT LESS THAN 22"x30"
B.THE DISTANCE FROM THE PASSAGEWAY ACCESS TO THE UNIT SHALL NOT EXCEED
20'
C.THE WIDTH OF THE PASSAGEWAY SHALL BE UNOBSTRUCTED AND SHALL HAVE
SOLID FLOORING NOT LESS THAN 24" WIDE FROM THE ENTRANCE OPENING TO
THE UNIT.
D.A LEVEL WORKING PLATFORM NOT LESS THAN 30" BY 30" SHALL BE PROVIDED IN
FRONT OF THE SERVICE SIDE OF THE UNIT.
E.A PERMANENT 120V RECEPTACLE OUTLET AND A LIGHTING FIXTURE SHALL BE
INSTALLED NEAR THE UNIT. THE SWITCH CONTROLLING THE LIGHTING FIXTURE
SHALL BE LOCATED AT THE ENTRANCE TO THE PASSAGEWAY.
ELECTRIC VEHICLE (EV) CHARGING:
ELECTRIC VEHICLE SUPPLY EQUIPMENT SHALL BE INSTALLED TO FACILITATE THE
FUTURE INSTALLATION OF AN EV CHARGING DEVICE AND MUST COMPLY WITH THE
FOLLOWING:
A.A LISTED TRADE SIZE 1 RACEWAY SHALL BE INSTALLED TO ACCOMMODATE A
DEDICATED 208/240-VOLT BRANCH CIRCUIT. THE RACEWAY SHALL ORIGINATE
FROM THE MAIN SERVICE PANEL OR SUB PANEL AND TERMINATES INTO A LISTED
CABINET, BOX,OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE FUTURE
CHARGING DEVICE.
B.THE SERVICE PANEL AND/OR SUB PANEL SHALL PROVIDE CAPACITY TO INSTALL A
40-AMP MIN. BRANCH CIRCUIT AND SPACE RESERVED TO ACCOMMODATE A
BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE.
C.THE ELECTRICAL PANEL SCHEDULE SHALL IDENTIFY THE OVERCURRENT
PROTECTIVE DEVICE SPACE RESERVED FOR FUTURE EV CHARGING AS "EV
CAPABLE".
D.THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY
MARKED AS "EV CAPABLE".
As shown
TOWN STANDARDS:
RESIDENTIAL ACCESSIBILITY
A ALL PASSAGE DOOR SHALL BE AT LEAST 32 INCH DOORS ON THE ACCESSIBLE
FLOOR LEVEL.
B THE PRIMARY ENTRANCE DOOR SHALL BE A 36 INCH WIDE DOOR INCLUDING A
5'X5' LEVEL LANDING, MORE THAN 1 INCH OUT OF PLANE WITH THE IMMEDIATE
INFERIOR FLOOR LEVEL AND WITH AN 18 INCH CLEARANCE AT INTERIOR STRIKE
EDGE.
C A DOOR BUZZER, BELL OR CHIME SHALL BE HARD WIRED AT PRIMARY ENTRANCE.
FIREPLACE:
A.NEW WOOD BURNING FIREPLACES SHALL BE AN EPA PHASE II APPROVED
APPLIANCES OR GAS APPLIANCE PER TOWN ORDINANCE 1905. TREE LIMBS SHALL
BE CUT WITHIN 10 FEET OF CHIMNEYS.
1
NOTES:
A. GAS FIREPLACES INSTALLED IN THE TOWN OF LOS GATOS SHALL HAVE NO WOOD
BURNING COMPONENTS.
B. VENTILATION HEATING AND AIR CONDITIONING SYSTEMS SHALL HAVE MERV 6
FILTERS OR BETTER.
C. A COMPLETED CF2R-LTG-01-E FORM SHALL BE PROVIDED TO THE TOWN BUILDING
INSPECTOR PRIOR TO FINAL INSPECTION.RESPONSES TO PLAN CHECK COMMENTSLL103/26/20191
1
1
1
N
True North
Project North
1
EXHAUST FAN/EXHAUST FAN/LIGHT COMBO. SEE BATH
ELECTRICAL NOTES, THIS PAGE. 'W' INDICATES CONTINUOUSLY
OPERATING MULTI-SPEED WHOLE BUILDING VENTILATION FAN.
SEE WHOLE BUILDING VENTILATION NOTES THIS PAGE.
OUTDOOR LIGHT. EXTERIOR LIGHTING ATTACHED TO THE
BUILDING SHALL BE HIGH EFFICACY WITH A MANUAL ON/OFF
SWITCH AND CONTROLLED BY MOTION SENSOR & PHOTO
CONTROL. FIXTURE SHALL BE DOWNWARD LIGHTING.
RECEPTACLE. BRANCH CIRCUIT PROTECTED BY ARC-FAULT
CIRCUIT INTERRUPTER. SEE ELECTRICAL NOTES THIS PAGE.
ARC-FAULT CIRCUIT INTERRUPTER PROTECTED RECEPTACLE
W/ GROUND FAULT CIRCUIT INTERRUPTER. SEE ELECTRICAL
NOTES THIS PAGE.
WATERPROOF RECEPTACLE W/ GROUND FAULT CIRCUIT
INTERRUPTER. PROVIDE EXTERIOR GFCI WATERPROOF
RECEPTACLES AT THE FRONT & REAR OF RESIDENCE WITHIN 6'-
6" OF GRADE.
SURFACE MOUNT WALL SCONCE.
VERIFY STYLE WITH HOMEOWNER PRIOR TO INSTALLATION.
COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE
DETECTOR UNIT. SEE NOTES THIS PAGE
CEILING OR FLOOR MOUNTED HVAC REGISTER.
CHANDELIER
VERIFY STYLE WITH HOMEOWNER PRIOR TO INSTALLATION.
SURFACE MOUNT CEILING LIGHT FIXTURE OR PENDANT. VERIFY
STYLE WITH HOMEOWNER PRIOR TO INSTALLATION.
HIGH EFFICACY RECESSED LIGHT FIXTURE. SEE HIGH EFFICACY
LIGHTING NOTES THIS PAGE. LIGHTS IN INSULATED CEILINGS
SHALL BE IC RATED, HAVE ELECTRONIC BALLAST AND BE AIR-
TIGHT (AT).
UNDER-CABINET FLUORESCENT LIGHT. SHALL BE SWITCHED
SEPARATELY FROM OTHER LIGHTING.
1 6 4 6 F X
1646F
X1646FX 21070
8616TC
2870507028702870287028701626FX21702870287028703016FX 3016FX 5036FX 1626FX 1626FX 1626FX
5045TC4020DC5045TC1630FX
2870
2070FX2036FX2870 2870 2870
2870
50702
A4.1
2
A4.1
1
A4.1
1
A4.1
2.A
15'-1"
6'-0"12'-0"3'-0"
8'-6 1/2"7'-0"11'-10"5'-7 3/4"10'-2"6'-1 1/2"4'-0"20'-1"17'-8 1/2"12'-2"18'-0"3'-7"3'-6 1/2"11'-9 1/2"4'-6 1/4"17'-8 1/2"7'-5"
11'-5"
5'-0"
2'-0"6'-6"4'-0"
2'-0"
9'-6 1/2"2'-0"2'-0"
10'-0"
BATH
BEDROOM
BATH
BALCONY
OPEN BELOW
BEDROOM
CLO.
LAUNDRY
HALL
MASTER BDRM
BATH OPEN BELOW
BALCONY
HALL
F.C.
+9'0"
F.C.
+9'0"
F.C.
+9'0"
F.C.
+9'0"
F.C.
+9'0"
F.C.
+9'0"
F.C.
+9'0"
F.C.
+9'0"
F.C.
+9'0"
F.C.
+9'0"
F.C.
+9'0"
CLOSET
CLO.NICHECLO.
OUTLINE
FLOOR
BELOW.
BALCONY
REDUCTIONS.
OUTLINE OLD
BALCONY.
CHANGED TO
SINGLE DOOR.PROPOSED SECONDFLOOR PLANSHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 7/18/2019
LL / JW
A2.2DESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BYDATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.1 Scale: 1/4"=1'-0"
PROPOSED SECOND FLOOR PLAN
LEGEND:
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE DEMOLISHED
NEW INTERIOR CONSTRUCTION; 2x4 WD. STUD,
1/2" GYP. BD. EACH SIDE
NEW EXTERIOR CONSTRUCTION.
NEW 1-HR FIRE RATED WALL; 2x4 WD. STUD, 5/8"
TYPE "X" GYP. BD. EACH SIDE. SEE PLAN FOR
LOCATIONS.
TYPICAL NOTES:
LAUNDRY/BATHROOM VENTILATION:
FOR LAUNDRY ROOMS AND BATHROOMS WITHOUT AN OPERABLE WINDOW:
A.PROVIDE MECHANICAL VENTILATION SYSTEM CAPABLE OF 5 AIR CHANGES/HR. TO
EXTERIOR.
B.USE SMOOTH METAL DUCT FOR DRYER EXHAUST WITH A MAX. LENGTH OF 14', TO
OUTSIDE WITH BACKDRAFT DAMPER AND TWO 90° ELBOWS AND A MIN. OF 4" DIA.
C.TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3 FEET
FROM PROPERTY LINES OR ANY OPENINGS INTO THE BUILDING (i.e., DRYERS,
BATH AND UTILITY FANS, ETC., MUST BE 3 FEET AWAY FROM DOORS WINDOWS,
OPENING SKYLIGHTS OR ATTIC VENTS).
D.EXHAUST FANS SHALL HAVE A MIN. OF 50 CFM FOR INTERMITTENT VENTILATION
OR 20 CFM FOR CONTINUOUS VENTILATION AND BE ENERGYSTAR COMPLIANT AND
BE EQUIPPED WITH A HUMIDISTAT AND HUMIDITY CONTROL. AND BE SWITCHED
SEPARATELY FROM LIGHTING SYSTEM.
PLUMBING:
A.ALL NEW TOILETS SHALL HAVE AN EFFECTIVE FLUSH VOLUME NOT TO EXCEED 1.28
GALLONS PER FLUSH.
B.ALL NEW LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.2 GALLONS
PER MINUTE AT 60 PSI.
C.ALL NEW SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF 1.8 GALLONS
PER MINUTE AT 80 PSI.
D.ALL NEW KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.8 GALLONS
PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE 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 GALLONS PER MINUTE
AT 60 PSI.
KITCHEN ELECTRICAL:
A.ALL BRANCH CIRCUITS TO BE PROTECTED BY ARC-FAULT CIRCUIT
INTERRUPTER(AFCI).
B.PROVIDE AFCI AND GFCI PROTECTION AT ALL RECEPTACLES SERVING KITCHEN
COUNTERTOPS.
C.AT EACH KITCHEN AND DINING AREA COUNTER SPACE WIDER THAN 12", LOCATE A
RECEPTACLE SO THAT NO POINT ALONG THE COUNTER WALL IS OVER 24" FROM A
RECEPTACLE. COUNTERTOP RECEPTACLES REQUIRED WITHIN 24" EACH SIDE OF
A BREAK IN THE CONTINUOUS COUNTERTOP SURFACE (SINKS-STOVES).
D.REQ'D RECEPTACLES MOUNTED ON THE SIDES OF CABINETS SHALL BE A
MAXIMUM OF 12" BELOW THE COUNTERTOP SURFACE WITH A MAXIMUM OF 6"
COUNTERTOP OVERHANG.
E.PROVIDE AT LEAST TWO (2) 20 AMP CIRCUITS FOR COUNTER RECEPTACLES.
SMOKE DETECTORS:
A.SMOKE DETECTOR SYSTEM SHALL BE HARD WIRED, INTERCONNECTED TO SOUND
SIMULTANEOUSLY AND EQUIPPED WITH BATTERY BACKUP.
B.INSTALL DETECTORS IN EACH BEDROOM, AT EACH CORRIDOR/AREA NEXT TO THE
BEDROOM, AT THE TOP OF STAIRS AND EACH STORY AND BASEMENT.
C.MULTIPLE SMOKE DETECTORS ARE REQUIRED WHEN CEILING LEVELS/
ELEVATIONS CHANGE OR ARE INTERRUPTED BY ARCHITECTURAL ELEMENTS
(CASED OPENINGS, ARCHWAYS, SKYLIGHT WELLS, ETC.) .
D.SMOKE DETECTORS SHALL BE LISTED AND COMPLY WITH UL 217 AND BE
INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 720 AND
MANUFACTURERS INSTRUCTIONS.
BATHROOM:
A.WATER CLOSETS SHALL BE LOCATED IN SPACES NOT LESS THAN 30" IN WIDTH AND
24" IN FRONT.
B.WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED WHERE THERE
WILL BE DIRECT EXPOSURE TO WATER. CRC 702.3.7.1
C.BACKER FOR SHOWER AND TUB SHOWER WALLS TO BE FIBER-CEMENT, FIBER
REINFORCED CEMENTITIOUS BACKER UNITS, GLASS MAT GYPSUM BACKERS OR
FIBER-REINFORCED GYPSUM BACKERS TO A MIN HEIGHT OF 72" ABOVE THE
FLOOR.
D.USE 2X8 WOODEN BACKING IN ALL BATHROOM WALLS AT WATER CLOSET SHOWER
AND BATHTUB, LOCATED AT 34" FROM FLOOR TO CENTER OF THE BACKING
SUITABLE FOR THE ADDITION OF GRAB BARS.
E.DOORS AND PANELS OF TUB AND SHOWER ENCLOSURES SHALL BE FULLY
TEMPERED LAMINATED SAFETY GLASS OR APPROVED PLASTIC.
F.SHOWER COMPARTMENTS SHALL HAVE MIN INTERIOR FLOOR AREA OF 1024 SQ IN
AND ABLE TO CONTAIN A 30" DIA. CIRCLE.
G.SHOWER AND TUB SHOWER COMBINATION IN ALL BUILDING SHALL BE PROVIDED
WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE
THERMOSTATIC MIXING VALVE TYPE.
CARBON MONOXIDE ALARMS:
CARBON MONOXIDE ALARMS REQUIRED BY SECTION 420.6.2 SHALL BE INSTALLED AND
MAINTAINED IN THE FOLLOWING LOCATIONS:
A.OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE
VICINITY OF THE BEDROOM (S).
B.ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.
C.IN GROUP R-1 OCCUPANCIES; ON THE CEILING OF EVERY SLEEPING UNIT OR
OTHER LOCATIONS WITHIN THE SLEEPING UNIT IN COMPLIANCE WITH THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
D.CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE
BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL
SOURCE AND SHALL BE EQUIPPED WITH BATTERY BACK-UP. ALARM WIRING SHALL
BE DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING WITHOUT A
DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT
PROTECTION.
E.WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE
INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT, THE ALARM
SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM
SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
F.CARBON MONOXIDE ALARMS SHALL BE LISTED AND COMPLY WITH UL 2034 AND BE
INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 720 AND
MANUFACTURERS INSTRUCTIONS.
BATHROOM ELECTRICAL:
A.PROVIDE 20AMP DEDICATED BRANCH CIRCUIT TO SUPPLY THE BATHROOM
OUTLETS. THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS,
FANS, ETC. (EXCEPTION-WHERE THE CIRCUIT SUPPLIES A SINGLE BATHROOM,
OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE
PERMITTED TO BE SUPPLIED).
B.ALL BRANCH CIRCUITS TO BE PROTECTED BY GROUND FAULT CIRCUIT
INTERRUPTER (GFCI).
KITCHEN VENTILATION:
WHERE COMBUSTION APPLIANCES OR SOLID-FUEL BURNING APPLIANCES ARE
LOCATED INSIDE THE PRESSURE BOUNDARY, THE MAXIMUM ALLOWABLE NET
EXHAUST FLOW OF THE TWO LARGEST EXHAUST FANS SHALL NOT EXCEED 15 CFM
PER 100 SQ. FT. OF OCCUPIABLE SPACE, WHEN OPERATING AT FULL CAPACITY. IF
THE DESIGNED TOTAL NET FLOW EXCEEDS THIS LIMIT, THE NET EXHAUST FLOW
MUST BE REDUCED BY REDUCING THE EXHAUST FLOW OR PROVIDING
COMPENSATING OUT-DOOR AIRFLOW (NOTE: IF MAKE-UP AIR FAN IS INSTALLED IT
MUST BE ELECTRICALLY INTERLOCKED WITH THE LARGEST EXHAUST FAN)LAUNDRY ELECTRICAL:
A ALL BRANCH CIRCUITS TO BE PROTECTED BY ARC-FAULT (AFCI) CIRCUIT
INTERRUPTER AND GROUND FAULT (GFCI) CIRCUIT INTERRUPTER.
B PROVIDE 20AMP DEDICATED BRANCH CIRCUIT TO SUPPLY THE LAUNDRY
RECEPTACLE OUTLET.
C MINIMUM 30 AMP DEDICATED CIRCUIT FOR DRYER PER CEC 220.54.
HIGH EFFICACY LIGHTING:
A.ALL LIGHTING SHALL BE HIGH EFFICACY AS DEFINED BY CEC TABLE 150.0-A
B.ALL PERMANENTLY INSTALLED SCREW-BASED LIGHT FIXTURES SHALL CONTAIN
SCREW-BASED JA8 (JOINT APPENDIX 8) COMPLIANT LAMPS AND BE MARKED AS
JA8-2016 OR JA8-2016-E. CEC 150.0(k)G
C.ALL JA8 COMPLIANT LIGHT FIXTURES INSTALLED IN CEILING RECESSED
DOWNLIGHTS, LED LUMINARIES WITH INTEGRAL SOURCES, PIN-BASED LED
LAMPS, AND GU24 BASED LED LIGHT SOURCES SHALL BE CONTROLLED BY
VACANCY SENSORS OR DIMMERS.
D.AT LEAST ONE FIXTURE IN EACH BATRHROOM, GARAGE, LAUNDRY ROOM, AND
UTILITY ROOM SHALL BE CONTROLLED BY A VACANCY SENSOR.
E.ALL LIGHTING SHALL BE SWITCHED SEPARATELY FROM EXHAUST FANS (EXCEPT
FOR KITCHEN EXHAUST HOODS).
F.ALL UNDER CABINET LIGHTING SHALL BE SWITCHED SEPARATELY FROM OTHER
LIGHTING SYSTEMS.
G.GARAGE, LAUNDRY, AND UTILITY ROOMS: LIGHTING INSTALLED IN GARAGES,
LAUNDRY, AND UTILITY ROOMS SHALL BE HIGH EFFICACY AND CONTROLLED BY
VACANCY SENSORS.
H.HIGH EFFICACY LIGHTING IS NOT REQUIRED IN CLOSETS OF LESS THAN 70 SF.
I.OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING SHALL
BE HIGH EFFICACY AND CONTROLLED WITH A MANUAL ON/OFF SWITCH AND BY
PHOTO CONTROL AND A MOTION SENSOR. PER ENERGY 110.9.
J.ALL OTHER ROOMS: LIGHTING INSTALLED IN ALL OTHER ROOMS SHALL BE HIGH
EFFICACY OR SHALL BE CONTROLLED BY EITHER DIMMERS OR VACANCY
SENSORS.
ATTIC/UNDERFLOOR INSTALLED FAU:
A.UNIT SHALL BE ACCESSIBLE THROUGH AN OPENING AND PASSAGEWAY NOT LESS
THAN THE LARGEST COMPONENT OF THE UNIT AND NOT LESS THAN 22"x30"
B.THE DISTANCE FROM THE PASSAGEWAY ACCESS TO THE UNIT SHALL NOT EXCEED
20'
C.THE WIDTH OF THE PASSAGEWAY SHALL BE UNOBSTRUCTED AND SHALL HAVE
SOLID FLOORING NOT LESS THAN 24" WIDE FROM THE ENTRANCE OPENING TO
THE UNIT.
D.A LEVEL WORKING PLATFORM NOT LESS THAN 30" BY 30" SHALL BE PROVIDED IN
FRONT OF THE SERVICE SIDE OF THE UNIT.
E.A PERMANENT 120V RECEPTACLE OUTLET AND A LIGHTING FIXTURE SHALL BE
INSTALLED NEAR THE UNIT. THE SWITCH CONTROLLING THE LIGHTING FIXTURE
SHALL BE LOCATED AT THE ENTRANCE TO THE PASSAGEWAY.
ELECTRIC VEHICLE (EV) CHARGING:
ELECTRIC VEHICLE SUPPLY EQUIPMENT SHALL BE INSTALLED TO FACILITATE THE
FUTURE INSTALLATION OF AN EV CHARGING DEVICE AND MUST COMPLY WITH THE
FOLLOWING:
A.A LISTED TRADE SIZE 1 RACEWAY SHALL BE INSTALLED TO ACCOMMODATE A
DEDICATED 208/240-VOLT BRANCH CIRCUIT. THE RACEWAY SHALL ORIGINATE
FROM THE MAIN SERVICE PANEL OR SUB PANEL AND TERMINATES INTO A LISTED
CABINET, BOX,OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE FUTURE
CHARGING DEVICE.
B.THE SERVICE PANEL AND/OR SUB PANEL SHALL PROVIDE CAPACITY TO INSTALL A
40-AMP MIN. BRANCH CIRCUIT AND SPACE RESERVED TO ACCOMMODATE A
BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE.
C.THE ELECTRICAL PANEL SCHEDULE SHALL IDENTIFY THE OVERCURRENT
PROTECTIVE DEVICE SPACE RESERVED FOR FUTURE EV CHARGING AS "EV
CAPABLE".
D.THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY
MARKED AS "EV CAPABLE".
As shown
TOWN STANDARDS:
RESIDENTIAL ACCESSIBILITY
A ALL PASSAGE DOOR SHALL BE AT LEAST 32 INCH DOORS ON THE ACCESSIBLE
FLOOR LEVEL.
B THE PRIMARY ENTRANCE DOOR SHALL BE A 36 INCH WIDE DOOR INCLUDING A
5'X5' LEVEL LANDING, MORE THAN 1 INCH OUT OF PLANE WITH THE IMMEDIATE
INFERIOR FLOOR LEVEL AND WITH AN 18 INCH CLEARANCE AT INTERIOR STRIKE
EDGE.
C A DOOR BUZZER, BELL OR CHIME SHALL BE HARD WIRED AT PRIMARY ENTRANCE.
FIREPLACE:
A.NEW WOOD BURNING FIREPLACES SHALL BE AN EPA PHASE II APPROVED
APPLIANCES OR GAS APPLIANCE PER TOWN ORDINANCE 1905. TREE LIMBS SHALL
BE CUT WITHIN 10 FEET OF CHIMNEYS.
1
RESPONSES TO PLAN CHECK COMMENTSLL103/26/20191
1
1
N
True North
Project North
1
2
2
10'-0"9'-0"28'-7" (MAX. BUILDING HEIGHT - 30-0"')8"(E) GRADE, TYP.
FINISH FLOOR
358.5'
FINISH CLG.
368.5'
FINISH FLOOR
369.5'
TOP PLATE
378.5'
STUCCO WALLS
EXTERIOR, TYP.
BALCONY
WITH IRON
RAILINGS,
TYP.
CLASS 'A' SPANISH TILE
ROOF SYSTEM, TYP.
ROUND TOWER WITH
CONICAL ROOF, TYP.
DECORATIVE
WOOD, TYP. SEE
NOTE THIS PAGE.
FRONT ARCHED
DOOR, TYP.
WOOD
CORBELS, TYP.
SQUARE
COLUMNS,
TYP.
DECORATIVE
CARRIAGE LIGHT.
WEEP
SCREED, TYP.
STACK
STONE.
STUCCO
BASE, TYP.10'-0"9'-0"28'-7" (MAX. BUILDING HEIGHT - 30-0"')8"1'-0"9'-0"(E) GRADE, TYP.
FINISH FLOOR
358.5'
FINISH CLG.
368.5'
FINISH FLOOR
369.5'
TOP PLATE
378.5'
STUCCO WALLS
EXTERIOR, TYP.
BALCONY WITH IRON
RAILINGS, TYP.
CLASS 'A' SPANISH TILE
ROOF SYSTEM, TYP.
WOOD
CORBELS, TYP.
WEEP
SCREED,
TYP.
STACK
STONE.
(N)ATTACHED ADU
UNDER A SEPARED PERMIT.
NEIGHBORS
POOL HOUSE
FENCE
STUCCO
BASE, TYP.PROPOSED EXTERIORELEVATIONSSHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 7/18/2019
LL / JW
A3.1DESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BYDATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.1 Scale: 1/4"=1'-0"
NORTH FRONT EXTERIOR ELEVATION
2 Scale: 1/4"=1'-0"
SOUTH REAR EXTERIOR ELEVATION
As shown
NOTES:
A.DECORATIVE WOOD. IGNITION-RESISTANT, FIRE-RETARDANT-TREATED
WOOD PER SFM STANDARD 12-7A-5, ASTM E84. SEE DETAIL 7/A4.2
1
1 RESPONSES TO PLAN CHECK COMMENTSLL103/26/20191
1
1
1
1
1
2
2
2 RESPONSES TO PLAN CHECK COMMENTSLL207/09/2019
10'-0"9'-0"28'-7" (MAX. BUILDING HEIGHT - 30'-0")8"FINISH FLOOR
358.5'
FINISH CLG.
368.5'
FINISH FLOOR
369.5'
TOP PLATE
378.5'
(E) GRADE, TYP.
STUCCO WALLS
EXTERIOR, TYP.
BALCONY WITH
IRON RAILINGS, TYP.
ROUND TOWER WITH
CONICAL ROOF, TYP.
DECORATIVE
WOOD, TYP. SEE
NOTE THIS PAGE.
GROUPED ARCH
WINDOWS, TYP.
CLASS 'A' SPANISH TILE
ROOF SYSTEM, TYP.
(N)ATTACHED ADU
UNDER A SEPARED PERMIT.
WOOD
CORBELS, TYP.
SQUARE
COLUMNS, TYP.
WEEP
SCREED,
TYP.
STACK
STONE.
STUCCO
BASE, TYP.10'-0"9'-0"28'-7" (MAX. BUILDING HEIGHT - 30'-0")8"(E) GRADE, TYP.
FINISH FLOOR
358.5'
FINISH CLG.
368.5'
TOP PLATE
378.5'
FINISH FLOOR
369.5'
STUCCO WALLS
EXTERIOR, TYP.
DECORATIVE
WOOD, TYP. SEE
NOTE THIS PAGE.
CLASS 'A' SPANISH TILE
ROOF SYSTEM, TYP.
(N)ATTACHED ADU
UNDER A SEPARED PERMIT.
WOOD
CORBELS, TYP.
SQUARE
COLUMNS,
TYP.
WEEP
SCREED,
TYP.
STUCCO
BASE, TYP.
OBSCURED
WINDOW.PROPOSED EXTERIORELEVATIONSSHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 7/18/2019
LL / JW
A3.2DESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BYDATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.2 Scale: 1/4"=1'-0"
WEST RIGHT EXTERIOR ELEVATION
1 Scale: 1/4"=1'-0"
EAST LEFT EXTERIOR ELEVATION As shown
NOTES:
A.DECORATIVE WOOD. IGNITION-RESISTANT, FIRE-RETARDANT-TREATED
WOOD PER SFM STANDARD 12-7A-5, ASTM E84. SEE DETAIL 7/A4.2 RESPONSES TO PLAN CHECK COMMENTSLL103/26/20191
1
1
1
1 1
1
2
2
2 RESPONSES TO PLAN CHECK COMMENTSLL207/09/2019
10'-0"9'-0"FINISH FLOOR
+0'-0"
FINISH CLG.
+10'-0"
TOP PLATE
+20'-0"
FINISH FLOOR
+11'-0"
1
A4.1
10'-0"9'-0"FINISH FLOOR
+0'-0"
FINISH CLG.
+10'-0"
TOP PLATE
+20'-0"
FINISH FLOOR
+11'-0"
2
A4.1 PROPOSED SECTIONSSHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 7/18/2019
LL / JW
A4.1DESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BYDATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.2 Scale: 1/4"=1'-0"
BUILDING SECTION
1 Scale: 1/4"=1'-0"
BUILDING SECTION As shownRESPONSES TO PLAN CHECK COMMENTSLL103/26/2019
NEIGHBORHOODPHOTOGRAPHSSHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 7/18/2019
LL / JW
A6.1DESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BYDATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.104 HILOW CT.
100 HILOW CT.
100 DEL CARLO CT.
16311 SHANNON RD.
16310 SHANNON RD.
16330 SHANNON RD.16344 SHADY VIEW LN.
16356 SHADY VIEW LN.
16347 SHADY VIEW LN.
16337 SHADY VIEW LN.
PROJECT VICINITY MAP.
As shown
cLcL 61'-0"8'-0"1'-0"9:00 AM 6/21/20189:00 AM 12/21/2018PROPERTY LINE 142.27'PROPERTY 66.37'PROPERTY 118.52'PROPERTY 39.98'SHADY VIEW LN.
(60' R.O.W.)SHANNON RD.(50' R.O.W.)(N) DRIVEWAY.
EDGE PAVEMENT
ROLLED CURB
PROPERTY LINEEDGE PAVEMENTEDGE PAVEMENT
ROLLED CURBPROPERTY LINE 78.01'PROPERTY LINE 78.01'SECOND FLOOR
BUILDING
OUTLINE
FIRST FLOOR
BUILDING
OUTLINE
(E)SWIMMING POOL
(E)EXISTING NON-
CONFORMING
POOL HOUSE9' HEIGHT.2 1/2 : 12APPROXIMATE
LOCATION OF (E)
1-STORY HOME
AT 16344 SHADY
VIEW LN.
APPROXIMATE LOCATION
OF (E) 2-STORY HOME AT
16330 SHANNON RD.
(E) HOUSE
cLcL 61'-0"8'-0"1'-0"12:00 PM 6/21/20181 2 :0 0 P M 1 2 /2 1 /2 0 1 8
PROPERTY LINE 142.27'PROPERTY 66.37'PROPERTY 118.52'PROPERTY 39.98'SHADY VIEW LN.
(60' R.O.W.)SHANNON RD.(50' R.O.W.)(N) DRIVEWAY.
EDGE PAVEMENT
ROLLED CURB
PROPERTY LINEEDGE PAVEMENTEDGE PAVEMENT
ROLLED CURBPROPERTY LINE 78.01'PROPERTY LINE 78.01'SECOND FLOOR
BUILDING
OUTLINE
FIRST FLOOR
BUILDING
OUTLINE
(E)SWIMMING POOL
(E)EXISTING NON-
CONFORMING
POOL HOUSE9' HEIGHT.2 1/2 : 12APPROXIMATE
LOCATION OF (E)
1-STORY HOME
AT 16344 SHADY
VIEW LN.
APPROXIMATE LOCATION
OF (E) 2-STORY HOME AT
16330 SHANNON RD.
(E) HOUSE
cLcL 61'-0"8'-0"1'-0"3:0
0 P
M
6/2
1/2
0
1
8
3:00 PM 12/21/2018
PROPERTY LINE 142.27'PROPERTY 66.37'PROPERTY 118.52'PROPERTY 39.98'SHADY VIEW LN.
(60' R.O.W.)SHANNON RD.(50' R.O.W.)(N) DRIVEWAY.
EDGE PAVEMENT
ROLLED CURBEDGE PAVEMENTPROPERTY LINE 78.01'PROPERTY LINE 78.01'SECOND FLOOR
BUILDING
OUTLINE
FIRST FLOOR
BUILDING
OUTLINE
(E)SWIMMING POOL
(E)EXISTING NON-
CONFORMING
POOL HOUSE9' HEIGHT.2 1/2 : 12APPROXIMATE
LOCATION OF (E)
1-STORY HOME
AT 16344 SHADY
VIEW LN.
APPROXIMATE LOCATION
OF (E) 2-STORY HOME AT
16330 SHANNON RD.
(E) HOUSE SHADOW STUDYSHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 7/18/2019
LL / JW
A6.2DESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BYDATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.1 Scale: 1/16"=1'-0"
PROPOSED FIRST FLOOR PLAN 2 Scale: 1/16"=1'-0"
PROPOSED FIRST FLOOR PLAN
3 Scale: 1/16"=1'-0"
PROPOSED FIRST FLOOR PLAN
June 21st 9:00am
December 21st 9:00am
June 21st 12:00pm
December 21st 12:00pm
June 21st 3:00pm
December 21st 3:00pm
LEGEND:
JUNE SHADOW
DECEMBER SHADOW
As shownRESPONSES TO PLAN CHECK COMMENTSLL103/26/2019N
True North
Project North
1 RESPONSES TO PLAN CHECK COMMENTSLL207/09/2019
26'-9 1/2"28'-11 1/2"25'-8 1/2"18'-3 1/2"15'-3 1/2"19'-11"15'-10 1/2"15'-5"29'-0"10'-0"9'-0"28'-7" (MAX. BUILDING HEIGHT - 30'-0")8"FINISH FLOOR
358.5'
FINISH CLG.
368.5'
FINISH FLOOR
369.5'
TOP PLATE
378.5'SCHEMATICNEIGHBORHOODELEVATIONSSHEET:
SCALE:
DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 7/18/2019
LL / JW
A6.3DESCRIPTIONDATE:PROJECT DESCRIPTION:Coulson Residence16336 Shady View LnLos Gatos, CA 95032BYDATENO.SHEET TITLE:DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/17/2018DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.As shown
104 HILOW CT.100 HILOW CT.
100 DEL CARLO CT.
16311 SHANNON RD.
16330 SHANNON RD.
16344 SHADY VIEW LN.
16356 SHADY VIEW LN.16347 SHADY VIEW LN.
16337 SHADY VIEW LN.
16336 SHADY VIEW LN.RESPONSES TO PLAN CHECK COMMENTSLL207/09/20192