HomeMy WebLinkAbout1235 Cabrillo Avenue - Plans0
DAN GRIFFIN
1235 CABRILLO AVE.
BURLINGAME, CA 94010
ABBREVIATIONS REFERENCE SYMBOLS ELECT/MECH SYMBOLS BUILDING DATA SHEET INDEX
(`) = FUTURE BUILDING SHEETS
& And EXH Exhaust PBD Particle Bd. APN #: 026-171-350 TITLE PAGE MECHANICAL + ELECTRIC DRAWINGS
� Duplex convenience oullet 8 plate T1.0
d Penny EXP Expansion PFB Prefabricate(d) GN GENERAL NOTES (*)ME2.0 MECH. + ELECT. PLANS
� F�oor convenience ounet CAL GREEN (') ME3.0 MECH. + ELECT. CUTSHEETS
Angle EXPO Exposed PL Plate (line) � � GFI tluplex convenience ouUet E FAR, NO SQ. FT. TO BE ADDED �C' ME4.0 TILE-24
@ At EXT Extenor PLAS Plaster GRID LINE REFERENCE 3 �) Sy� CONSTRUCTION BEST MANAGEMENT PRACTICES ���
C Center line FBO Furinshed by PLYWD Plywood � Fourpiexouuet �) 1ST FLOOR = 1,257 SQ.FT. FAR FLOOR AREA CALC (')ME4.1 TITLE-24 (CONT.)
0 Die. Of fOu�d Owner PNL P8n01 Ifl BLDG & WALL SECTION REFERENCE
( g) � Duplex conv. outlet. 7/2 hot, �/2 switched (E) 2ND FLOOR = 1,512 SQ.FT. A1.0 EXISTING/ PROPOSED SITE PLAN
Perpendicular FDN Foundation PNT Paint(ed) �_ � ARow indicates direaion of view _
Letter indicates bulMing section $ 220V amerege as per equipment (N) 1ST FLOOR JADU 418 SQ.FT. A1.1 PARTIAL SURVEY
# Pound or No. FIN Finish PR Pair sneet number =
FL FI00� (lift0) PRCST P�2 CeSt DETAIL REFERENCE � GFI/W.P. weatherproof oullet (E) GARAGE - 514 SQ.FT.
AB Anchor Bolt FLASH Flashing PT Pressure Treated � E COVERED PORCH "`113 S�.PT.
Number intlicates wall section � Flush mountetl eoor 8 ceiling outlet �� ARCHITECTURAL DRAWINGS
ABV Above FLOUR Fluorescent Sheet number � �unction box TOTAL : = 3,283 SQ.FT. � p AS BUILT ! DEMO + PROPOSED 1 ST FLOOR PLAN
AC Asphalt Conc FLX Flexiable QT Quarry Tile EXTERIOR ELEVATION REFERENCE � Television outlet A2.1 AS BUILT / DEMO + PROPOSED 1ST FLOOR PLAN
ACOUS Acoustical FOC Face of Conc � q�W intlicates direc�ion of view " NOT INCLUDED IN FAR TOTAL
ADH Adhesive FOF Face of Fin. R Riser � 7e�ephone outlet & p�ate A2.2 AS BUILT &(PROPOSED) ROOF PLAN
ADJ Adjustable FOX Face of Stud RAD Radius Sheet number '� F�ood �ight A3.0 AS BUILT 8(PROPOSED) ELEVATIONS
AGG Aggregrate FO Finished Opening REINF Reinforce � ceiiing fi�nure A3.1 AS BUILT ELEVATION
AL Aluminum FPL Fireplace RELO Relocate A INTERIOR ELEVATION REFERENCE A3.2 AS BUILT &(PROPOSED) ELEVATIONS
qp Access Panel FTG Footing REMO Remove nrrow inaicates direaion of view � wan �ight A3.3 AS BUILT &(PROPOSED) ELEVATIONS
o e Lener indicates building elevation Porclein rece fiGe w/ ull chain A4.0 AS BUILT 8(PROPOSED) BUILDING SECTIONS ' i� �
APX Approximate FURR Furring REQD Required �}�„ P P �� �'�1 i--' �
FUT Future RESIL Resilent snee� number �� `�
c =e Indirect cove �ighting A5.0 CONSTRUCTION DETAILS 6 �j ��,i
BD Board RO Rough Opeing TITLE SYMBOLS � A9.0 FINISH SCHEDULE r��� � �� li
BEL Below GA Gauge RWD REdwoOd Numbe� in0icatedelevalion, wall section Q Recessed ceiling can lights �.1..__., 7 1
BLK Block(ing) GALV Galvanized � ortletail o-j 4"recessedlowvoltagew/tlirectionaltnm
BM Beam GB Grab Bar SSD See SVuct. Dwg. Sheet number � Recessed ceilin9light
BOT Bottom GI Grab Iron SH Shelf Waterproof ceiling fan/light & plate R E� E I�i E D
BRK Brick GL GlasslGlazing SHR Sheathing EXT. DOOR 8 WINDOW SYMBOL �`""
BS Bo�h Sides GR Gfade (Ground) SIM Simila� �~- Indicates tloor & window number � Recessetl waterproof eztenor up Ight
BTWN Between GYP GypSurtl SLR Sealer INTERIOR DOOR SYMBOL � Single pole switch
SPEC Specification O�- Indicates tloor number 3 way swdch
CAB Cabinet HBD Hard Board SQ Square � MAY 3 1 2023
CEM Cement HD Heary Duty SLD Standard � REVISION SYMBOLS � swi�cn wi dimmer
CER Ceramic HDR Header S. STL Stainless Steel ���-� Cloud around revision � Door activatetl swach
CI C.05flfOfl H�/V� Hardware COLOR/MATERIALSYMBOL f� Mo�lontlelector CITY OF BURLINGAME
CLG Ceiling HOR Horizontal SUSP Suspended 0' Numberindicatescolorantl/ormateriel � Timer(swnch) CDD-PLANNING DIV,
CLKG Caulking SYM Symmetrical o
CLR CIeBf INT Inte(lof ROOM REFERENCE � Vacancy sensorwl tlimmer "manual on'
�
CMU Conc.MaS.Unit INSUL InSulation T Tread BEDRM�- Roomname Vacancysensor"manualon'
203 . Room number '�
CNTR Counter TB Towel Bar g weatnerproofswncn SCOPE OF WORK
COL Column JST Joist TEMP Tempered '�
MATCH LINE, SHADED SIDE IS Countertop air switch
COMPO Composition JT Joint T&G Tougue & Groove �- •
CONSIDERED �oorbell pushbulton
CONC Concrete THRU Through �._ �p/pRK, CONTROL, OR DANM POINT � cnime 1. (N) DORMERS @ FRONT OF (E) SECOND FLOOR
CONN Connect(ion) LAM Laminate TOS Top of Surface 2. (N) WINDOWS + DOORS AS SHOWN ON PLANS
CONST Construction LT Light TPD TOilet PepB� __-__ pROPERN LINE � smoke ae�ector 3. (N) J-ADU APPLICATION @ FIRST FLOOR
CONT Continuous LVR Louver Dispenser �
CPT Carpet ll'P TyPICeI --- -- - SETBACKUNE � Thermostat
MAS Masonry specia� ouuet
�--� LANDSCAPE NOTES
DBL Double MC Medicine Cabinet UON Unless Otherwise '1a� ExiSTING CONTouRs � Inslan� start florescent light
DEMO Demolish MECH Mechanical MECH Noted � Landscape light
DF Douglas Fir MEMB Membrane UNF UMinished � 1. NO EXISTING TREE OVER 48 INCHES IN CIRCUMFERENCE MEASURED AT 54 INCHES FROM NATURAL C�RADE MAY BE REMOVED
DIA Diameter MFR Manufacturer 9�2 NEW OR FINISHED CONTOURS � Electrical panel board WITHOUT A PROTECTED TREE REMOVAL PERMIT FROM THE PARKS DIVISION.
DIAG Diagonal MIR Mirror VERT Vertical /,��y� E �dsiing 2 EXISTING CITY STREET TREE MAY NOT BE CUT, TRIMMED, OR REMOVED 1MTHOUT PERMIT FROM PARKS DIVISION.
DN Down MNT Mount(ed) VG Vert. Grain 1�� TOP OF WAIL oE Delete existing 3. ALL (E) LANDSCAPE TO REMAIN AND BE PROTECTED
DR Door MTL Metal �`'
DS DownSpout WB WhiteBrothers RE Repiaceezisting ZONING:RESIDENTIAL
,�a� CONSTRUCTIONTYPE:VB VICINITY MAP
p{�p, Drawer NIC Not in WD Wood �r1 / � cas ouuet
Contract WDW Window � TOPOFCURB OCCUPANCY: R-3
HB Hose bib
EA Each NTS Not to Scale VN Wrought Iron �y° �o ceiGngmoor suppry register �
EL EIBVeilOfl W/O Wlfh(OUt) �Q/ TOPOFPAVEMENT ° CONSULTANTS
ELEC Electrical O/ Over WP Waterproof {/ �p Ceiiing/noorretumregister SITE
ENCL Enclosure OC On Center WR Water Resistant wau diiruser ,. •: a=u_ __ __ -- - 26-i' .
EQ EqU81 OPNG Opening WSCT WainSCOI � T.V./Computer Oullet D FORME ONE DESIGN � �� � � L , �
E �I ment OPP O OSItB FIXTURE OR EQUIPMENT SYMBOL ��E O
EQPT q P PP � C Cenlral vacwm inlet CONTACT: TIM RADUENZ + ceawicca u» u "' - - _
Ey�/ Each Way � 4843 SIWER SPRINGS DRIVE n[� J � - ' " '
EX EXi5llflg P PI2SiiC AutOmatic garage d0or switch pqRK CITY, UT 84098 N _ � � }� � . . � ; '� � , � � � I � I � � � � � � , � ' �
( ) . C' PHONE:41S819-0304 � .-� = °
PAR Parallel Alarm control keypad � Q 1Y tr ��. �. .�
A TiM(@FORMONEDESIGN.COM � __ _,_ _ _ s��l Ta'' �a ro�`. �i a�z . p w es as i n is iv � ra � zi � rzs
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MATERIAL SYMBOLS APPLICABLE CODES °�ERS -;, �7,,� N � ,° u � . .� . � , � , l� � ; n ' �; � �
DAN GRIFFIN+JILLIAN LEI Q � � . � .,y, ^ F - �
1235 CABRILLO AVE. --- - 1 � ' ' � � -
MBt81 0 Sand/ Mortar/ Ptaster BURLINGAME, CA 94010 \'R i�� s- e e'�' -� � � '�� �� �� �' '�� � �' � � �
� Bituminous paving 2019 Califomia Building Code 'P ....
Metal Lath - Wood frame construction 2019 Califomia Residential Code TIttE 24 (IFREOUIRED) u�� x ORAKf AK. Y
Batt insulation -1�rt- ` , R
RICK ROCKLEWITZ .
� Brick Veneer � Marble / tile O Existing construction 2019 Califomia Plumbing Code NRG COMPLIANCE INC. • Y` �
2019 Califomia Mechanical Code �% x0 '' O O O O �O ' O O: O �' O, � � � � i O
PO BOX 3777 _=s`=-.-_ � �/ /� "s
� Srone Veneer � Earth C_� Existing const. removed SANTA ROSA, CA 95402 p z i 6� �� ro „,r ,j ;�� '� i� ,� ,e ,�
2019 Califomia Electric Code pHONE:707-237�957 "a..-�--i � e a�� �
� Concrete � Wood � Precast concrete 2019 Califomia Energy Code � '.•__� ____�`� n - �� Z r , -� �e
SURVEYOR y�d O --- '� �
� Concrele Block � Steel � Rigid insulation 2019 California Fire Code SAVIO MICALLEF � r-'z "} I �'� �� n x; v u I z� , a� �
� Gravel / Rock fill � Plywood 0 Gypsum board GTY OF BURLINGAME MUNICIPAL CODE COSTAL LAND SURVEYING '" � ! {'
2 0 19 Califomia Green Buildin g Standards Code 421 NALDWOOD DRIVE �� ' xQ, s,�0 : Bc� 0 f � B, a 0'�: O!� �; � �
S O U T H S A N F R A N C I S C O, C A 9 4 0 8 0
CAL GREEN BU I LDI NG MEASURE CAL GREEN BUILDING CODE CHECKLIST: Single Family to be attached tojohsite building set pHONE 80570&2423 . eec�ucM w Y �� y>
EMAIL SAVIOR.MICALLEF(B�GMAILCOM J i
1. AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR INJDSCAPING IMLL BE PROVIDED BV THE BUILDER AND INSTALLED AT 0 � �� °� ,�Q �_, 0 ��. �O .'O i O° O' I O° O° j�. ^O �
� THETIMEOFFINALINSPECTION.2079CGC §4.304_t DEFERRED SUBMITTAL O � 4 2� o I\ � '
2.AMINIMUMOF65%OFTHENON-HPZARDOUSCONSTRUCTION«DEMOUTIONWASTERGENERATEDATTHESITEIMLLBE CONSTRUCTION HOURS � -��. _ � �e 9 ' IO � d /1 I N - u , d I /6 � /7,
DIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILIiY PER CtTY OF BURLINGAME ORDINAN C E + p 1 9 C G C § 4. d 0 0 , _ _ . . �
3. AN OPERATION AND MAINTENANCE MANUAL VJiLL BE PROVIOED TO THE BUILDING OCCUPANT OR OWNER. 2019 CGC §4.410.1 �, NO PERSON SHALL ERECT (WC�UDING EXCAVATION AND GRADING), DEMOLISH, ALTER 1. PLUMBING CONTRACTOR WILL PROVIDE A ��' t� ~��3 ' s` }"'. � � 7 3 �-' -� ��� � '� ;
4. UPON RE�UEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLU�E CONSTRUCTION DOCUMENTS, PIANS. :Y� 16 � PS N j a1 i u, t/ ' 10 ; ro � IO �
SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODSACCEPTABLETO THE OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS LISTED SINGLE LINE DIAGRAM AT TIME OF INSPECTION `� � P^4�E�' j'� i , ' � , p
BUILDING DIVISION THAT VNLL SHOW SUBSTANTIAL CONFORMANCE W1TH THE 2019 CODE RE�UIREMENT.2079 CGC §703.1 gELOW. AND ANY INSTALLATION PRIOR TO PLAN CHECK � "• ` (�. � Q'(riJ Q+ Q� OO I OO ! OO p�
5. AT TIME OF ROUGH INSTALLATION, DURING STOR4GE ON THE CO N S T R U C TI ON SITE, AND UNTIL FINAL STARTUP OF THE CONSTRUCTION HOURS + A P P R OVAL IS AT CONTRACTORS RISK. �� a,p�^' z ` ' '
HEATING, % '
COOLING 8 VENTILATING E�UIPMENT, ALL OUCT AND OTHER RELATED AIR DISTRIBU710N COMPONENTS OPENINGS NALL BE WEEKDAYS: 8:00 A.M. - 7:00 P.M. v.wca,�ea „ .w[.
" COVERED W/ TAPE, PIASTIC, SHEET METALS, OR OTNER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE SATURDAYS: 9:00 A.M. - 6:00 P.M. �
� AMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM. (CGC 4.504.1). 0 P.wCCL MAP VOG /f�YY
SUNDAYS AND HOLIDAYS: NO WORK ALLOWED �p�
� EISTON IONT/ON .W 1 RSM J 9J
'_ (SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 18.07.110 FOR DETAILS) � ..
HIDDEN CONDITION NOTES - � - -- � -
CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS
1. Any hidden conditions that require work to be performed beyond the scope of the building permit issued AND NON-CITY HOLIDAYS BETWEEN 6:00 A.M. AND 5:00 P.M.
for these plans may require further City approvals including review by the Planning commission.
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MECHANICAL NOTES:
�. ALL WORK SHA�L COMPLY WITH THE CALIFORNIA
MECHANICAL CODE (CMC) AND ALL APPIICABLE fEDERAL,
STATE AND LOCAL CODES.
2. MECHANICAL CONTRACTOR TO ACCEPT SOLE
RESPONSIBILITY FOR PROPER DESIGN AND INSTALLATION
OF MECHANICAL SYSTEM. SEE MECHANICAI DWC�S. BY
OTHER FOR SPECIFIC INFORMATION.
3. MECHANICAL CONTRACTOR TO COORDINATE WITH
GENERAL CONTRACTOR TO DESIGN AND INSTALL
SUITABLE DISTRIBUTION SYSTEM PER TITLE 24. MECH.
CONTRACTOR TO FIELD VERIFY AND DETERMINE SIZE AND
CONFIGURATION OF DUCTS AND REGISTER. SEE SHEET
INDEX FOR IOCATION OF TITLE 24 CONFORMANCE
WORKSHEETSAND ENERGY COMPLIANCE NOTES WITHIN
THIS SEf. HVAC DUCTS LOCATED IN ATTIC SPACE SHALL
BE PLACED AS CLOSE TO PERIMETER AS POSSIBLE SO AS
NOT TO INTERFERE WITH USEABLE ATTIC STORAGE
SPACE.
4. MECHANICAL LAYOUT SHOWN IS SCHEMATIC AND IS
SHOWN FOR DESIGN INTENT ONLY.
5. PROVIDE COMBUSTION AIR SUPPLY TO GAS FIRED
APPLIANCES BY COMBUSTION AIR DUCTS PER (CMC) 8
CPC. VERIFY DUCT SIZE WITH MANUFACTURER'S
SPECIFICATIONS.
6. FURNACES OR BOILERS SHALL BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS AND SHALL MEET THE
REQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE
(CMC)
7. PER CMC, COMBUSTION AIR DUCTS FROM THE ATTIC
SHALL BE LOCATED WITHIN THE UPPER AND LOWER 12
INCHES OF THE ENCLOSURE. DUCTS SHALL BE SEPARATE
AND SHALL NOT BE OBSTRUCTED.
8. APPLIANCES DESIGNED TO BE F�XED IN POSITION SHALL
BE SECURELY FASTENED IN PIACE. SUPPORTS FOR
APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO
SUSTAIN VERTICALAND HORIZONTAL LOADSAS REQUIRED
BY CMC. WATER HEATERS TO BE SECURED WITH A
MINIMUM OF 2 STRAPS, ONE EACH TO BE LOCATED IN THE
UPPER AND LOWER THIRD OF THE UNIT.
9. UNDERCUT ALL INTERIOR DOORS (AS APPROPRIATE)
FOR AIR RETURN CIRCULATION TO VENTS, TYPICAL OF
INTERIOR CONDITIONED SPACES.
10. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIOR
TO INSTALLATION.
11. ALL FIXTURES TO BE SELECTED (OR APPROVED) BY
OWNER.
12. EXHAUST FANS IN LAUNDRY AND BATHROOMS MUST
CONNECT DIRECTLY TO THE OUTSIDE AND PROVIDE A
MINIMUM OF 5 AIR CHANGES PER HOUR. EXHAUST FAN
VENTS MUST TERMINATE A MINIMUM OF 3 FEET FROM ANY
OPENINGS INTO THE BUILDING AND BE PROVIDED WITH
BACKDRAFT DAMPERS.
13. AT NEW FORCED AIR FURNACE INSTALLATIONS
PROVIDE 3' MIN. WORKING SPACE AIONG EACH SIDE (WITH
A TOTAL OF AT LEAST 12" ON BOTH SIDES COMBINED),
BACK AND TOP OF FURNACE.
'14. INSTALLATION INSTRUCTIONS FOR ALL LISTED
EQUIPMENT SHALL BE PROVIDED TO THE FIELD
INSPECTOR AT TIME OF INSPECTION.
PWMBING NOTES:
'I. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIOR
TO INSTALLATION.
2. ALL FIXTURES TO BE SELECTED AND (OR APPROVED) BY
OWNERS.
3. ALL NEW WATER CLOSETS SHALL BE 128
GALLON/FLUSH MAXIMUM.
4. NO DISHWASHER MACHINE SHALL BE DIRECTLY
CONNECTED TO A DRAINAGE SYSTEM OR FOOD DISPOSER
WITHOUT THE USE OF AN APPROVED AIR GAP FITTING ON
THE DISCHARGE SIDE OF THE DISHWASHING MACHINE.
LISTED AIR-GAPS SHALL BE INSTALLED WITH THE FLOOD
LEVEL MARKING AT OR ABOVE FLOOD LEVEI OF SINK OR
DR.4INBOARD, WHICHEVER IS HIGHER
5. (E) ON-DEMAND SYSTEM, CONFIRM WITH OWNER,
RECIPROCATING PUMP AS OPTION.
ELECTRICAL NOTES',
1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA
ELECTRIC CODE (CEC) AND ALL APPLICABLE FEDERAL,
STATE, AND LOCAL CODES AND ORDINANCES.
2.PER CEC,ALLELECTRICALRECEPTACLESINSTALLED
AT CRAWL SPACES AT OR BELOW GRADE, AND
OUTDOORS SHALL HAVE GROUND-FAULT
CIRCUIT-INTERRUPTER (G.F.C.IJ PROTECTION. ALL
RECEPTACLES LOCATED IN BATHROOMS SHALL HAVE
GROUND-FAULT CIRCUIT INTERRUPTER (G.F.C.I.)
PROTECTION.
3. SMOKE DETECTORS SHALL BE INSTALLED PER CBC. A
DETECTOR SHALL BE INSTALLED IN EACH SLEEPING
ROOM AND AT A POINT CENTRALLY LOCATED IN THE
CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED
FOR SLEEPING PURPOSES. A DETECTOR SHALL BE
INSTAL�ED ON EACH LEVEL OF A MULTI-STORY
DWELLING, INCLUDING BASEMENT LEVELS. IN
SPLIT-LEVEL OR MULTI-LEVEL FLOORS, A SMOKE
DETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL,
OR ON BOTH LEVELS IF THE LOWER LEVEL CONTAINS
SLEEPING AREAS. WHERE THE CEILING HEIGHT OF A
ROOM OPEN TO THE HALLWAY SERVING THE BEDROOMS
EXCEEDS THAT OF THE HALLWAY BY 241NCHES, SMOKE
DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN
THE ADJACENT ROOM. DETECTORS SHALL BE INSTALLED
IN ACCORDANCE WITH APPROVED MANUFACTURER'S
INSTRUCTIONS. NhiEN THE VALUATION OF AN ADDITION
OR REPAIR EXCEEDS $1,000.00, OR WHEN ONE OR MORE
SLEEPING ROOMS ARE ADDED OR CREATED IN AN
EXISTING DWELLING, THE ENTIRE DWELLING SHALL BE
PROVIDED WITH SMOKE DETECTORS LOCATED AS
REQUIRED FOR NEW DWELLINGS. IN NEW
CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL
RECEIVE THEIR PRIMARY POWER FROM THE BUILDING
WIRING WHEN SUCH WIRING IS SERVED FROM A
COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A
BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNAL
WHEN THE BATTERIES ARE LOW. WIRING SHALL BE
PERMANENT AND WITHOUT A DISCONNECTING SWITCH
OTHER THAN THOSE REQUIRED FOR OVER CURRENT
PROTECTION. SMOKE DETECTORS MAY BE SOLELY
BATTERY OPERATED WHEN INSTALLED IN EXISTING
BUILDINGS, OR IN BUILDINGS WITHOUT COMMERCIAL
POWER, OR IN BUILDINGS WHICH UNDERGO ALTERATION,
REPAIRS, OR ADDITIONS REC�ULATED AS OUTLINED
ABOVE.
4. TELEPHONE OUTLETS TO BE PREWIRED BY
SUBCONTRACTOR. CONTRACTOR TO COORDINATE AS
REQUIRED. VERIFY LOCATION OF ALL TELEPHONE
OUTLETS WITH OWNER PRIOR TO INSTALLATION.
5. ELECTRICAL OPENINGS (SWITCHES, RECEPTACLES,
ETC.) ON OPPOSITE SIDES OF FIRE RATED WA�LS SHALL
BE MAINTAINED AT LEAST 24 INCHES APART.
6. PER CEC, RECEPTACLE SPACING SHALL NOT EXCEED 12
FEET MEASURED HORIZONTAILY ALONG THE WALL.
7. PER CEC, AT LEAST ONE WALL SWITCH-CONTROLLED
LIGHTING OUTLET SHALL BE INSTALLED IN EVERY
HA8ITABLE ROOM; IN BATHROOMS, HALLWAYS,
STAIRWAYS, ATTACHED GARAGES, AND DEfACHED
GARAGES WITH ELECTRICAL POWER, AND OUTDOOR
ENTRANCES OR EXITS.
8. PER CEC, LIGHTING FIXTURES LOCATED WITHIN
CLOTHES CLOSETS SHALL BE MOUNTED ON THE WALL
ABOVE THE DOOR OR ON THE CEILING. CLEARANCES
SHALL BE AS FOLLOWS:
A. SURFACE MOUNTED INCANDESCENT FIXTURES - 12"
B. SURFACE MOUNTED FLUORESCENT FIXTURES - 6" 9.
ELECTRICAI CONTRACTOR RESPONSIBLE FOR PROVIDING
NECESSARY TEMPORARY POWER.
'10. VERIFY ANY AND ALL LANDSCAPE LIGHTING AND
SWITCHES WITH OWNER PRIOR TO INSTALLATION OF
ROUGH ELECTRICAL.
11. ALL ELECTRICAL HANGING FIXTURES TO BE SELECTED
AND PURCHASED BY ONMER. VERIFY EXACT LOCATIONS
W1TH OWNER PRIOR TO INSTALLATION.
13. ALL INCANDESCENT LIGHTING FIXTURES RECESSED
INTO INSULATED AREAS SHALL BE APPROVED FOR ZERO
CLEARANCE INSULATION COVER PER 2019 CALIFORNIA
ENERGY CODE AND RATED IC OR APPROVED EQUAL
MEETING UL RATING OR OTHER TESTING /RATING
LABORATORIES RECOGNIZED BY THE ICC.
14. THIS DRAWING IS FOR LAYOUT PURPOSES ONLY. NEW
ELECTRICAL SHALL BE DESIGN-BUILD. NEW ELECTRICAL
WORK SHALL BE DESIGNED AND BUILT IN ACCORDANCE
WITH THE NATIONAI ELECTRIC CODE AND APPLICABLE
CODES, STANDARDSAND REGULATIONS FOR BUILDING
LIFE SAFETY, EMERGENCY, EGRESS AND NIGHT LIGHTING.
ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR
OBTAINING SEPARATE PERMIT. ELECTRICAL CONTRACTOR
TO PROVIDE COMPLETE DESIGN-BUILD ELECTRICAL
SYSTEM AS REQUIRED TO PROVIDE THE (NEV� SERVICE
SHOWN (SCHEMATICALLY) ON THE DRAWINGS.
GENERALNOTES:
ALL WORK SHALL COMPLY W! THE 2019 EDITION OF THE CA.
BUILDING CODE AND ALL OTHER CODES AND
RE�UIREMENTS, IN THEIR MOST RECENT EDITION
INCLUDING THE FOLLOWING:
2019 CALIFORNIA PLUMBING CODE
20'!9 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA ELECTRICAL CODE
2. THE INTENTION OF THE CONSTRUCTION DOCUMENTS IS
TO INCLUDE ALL LABOR, MATERIAL, EQUIPMENT FACILITIES
AND TRANSPORTATION NECESSARY FOR A COMPLETE AND
PROPER EXECUTION OF THE WORK IN AN ACCEPTABLE
INDUSTRY'S STANDARDS. CONTRACTOR IS TO OBTAIN ANY
REQUIRED PERMITS FOR THIS OR HER WORK.
3.THE MIN. ACCEPTABLE QUALITY OF MATERIALS,
WORKMANSHIP, AND METHOD OF INSTALLATION SHALL
MEET THE FOLLOWING CRITERION: CONFORM TO THE
AMERICAN NATIONAL INSTITUTE STANDARDS WHERE SUCH
STANDARDS EXISTS.
4. CONTRACTOR SHALL PERFORM ALL ADDITIONAL
ELECTRICAL, PLUMBING, AND FIRE PROTECTION WORK
REQUIRED BY THE BUILDING DEPARTMENT.
5. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMISSION
OF BID TO REVIEW SCOPE OF WORK, DEMOLITION, ETC.
6. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFY
ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO
STARTING WORK. ANY DISCREPANCIES SHALL BE
REPORTED TO THE DESIGNER FOR REVIEW.
7. DIMENSIONS ARE TO FACE OF FRAMING, UNLESS
OTHERWISE NOTED, (U.O.N.)
8. DIMENSIONS NOTED CLEAR (CLR.) ARE NOT ADJUSTABLE
WITHOUT
APPROVAL FROM THE DESIGNER.
9. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR
SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF
PERSONS AND PROPERTY.
10. CUTTING AND DEMOLITION SHALL BE DONE BY
METHODS, WHICH WILL AND WILL NOT JEOPARDIZE
STRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION AND
WILL NOT OAMAGE PORTIONS TO REMAIN.
1 L CONTRACTORS SHALL REMOVE, CUT, CAP, AND REPAIR,
AS NECESSARY, ANY UTILITES. INCLUDING BUT NOT
LIMITED TO�. ELECTRICAL, MECHANICAL, PLUMBING, AND
FIRE SPRINKLERS, WHERE PARTITIONS ARE SCHEDULED
FOR DEMOLITION OR ARE NO LONGER OPERATIONAL OR IN
SERVICE. ALL OTHER EXISTING UTILITES ARE TO REMAIN
FULLY OPERATIONAL.
12. IN GENERAL, THE OWNER RESERVES THE RIGHT TO
RETAIN ALL MATERIALS AND EQUIPMENT REMOVED FROM
THE PROJECT. ANY ITEMS OR MATERIA� NOT DESIRED BY
THE OWNER ARE TO BE REMOVED FROM THE SITE BY THE
CONTRACTOR AT CONTRACTOR'S EXPENSE.
13.CONTRACTOR IS TO PROVIDE ALL NECESSARY DUST
PROTECTION AND/OR BARRICADING REQUIRED TO
PROTECT ADJACENT SPACES AND EXISTING FINISHES.
CONTRACTOR OS RESPONSIBLE TO REPAIR ANY
DAMAGES CAUSED 8Y CONTRACTOR OR THEIR
SU&CONTRACTORS.
'14. PATCH AND REPAIR ANY DAMAGES TO FLOORS,
WALLS, CEILINGS, HARDWARE, FIXTURES, WINDOWS,
ETC. AS A RESULT OF THE DEMOLITION PROCESS.
MATCH EXISTING ADJACENT FINISHES AS CLOSELY AS
POSSIBLE.
15. IF ANY QUESTIONS ARISE TO THE INSTALLATION OF
ANY MATERIAIS AND/OR EQUIPMENT, OR WITH THE
CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL
CLARIFY THE QUESTIONS W/ THE DESIGNER BEFORE
PROCEEDING. NO SUBSTITUTIONS SHALL BE MADE W/O
THE DESIGNERS AND OR OWNERS APPROVAL.
16. TOTAL THICKNESS OF NEW WALLS SHALLMATCH
THAT OF ADJACENT WALLS.
17. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING,
OR PATCHING OF WORK THAT MAY BE REQUIRED TO
MAKE ITS PARTS FIT TOGETHER PROPERLY AND SHALL
NOT ENDANGER ANY OTHER WORK BY CUTTING,
EXCAVATION, OR OTHERWISE ALTERING THE TOTAL
WORK OR ANY PART OF IT. ALL PATCHING REPAIRING,
AND REPLACING OF MATERIALS AND SURFACES, CUT
OR DAMAGE IN EXECUTION OF WORK, SHALL BE DONE
W/ APPLICABLE MATERIALS SO THAT SURFACES
REPLACED WILL, UPON COMPLETION, MATCH
SURROUNDING SIMILAR SURFACES.
18. ALL WORK SHALL BE SCHEDULED AND PERFORMED
SO AS NOT TO DISTURB ANY OTHER TENANTS IN THE
BUILDING. ANY WORK THAT WILL DISTURB ANOTHER
TENANT, ABOVE OR BELOW, OR IN THE FLOOR , SHALL
BE PERFORMED MOST EXPEDITIOUSLY AND THE
DISTURBED TENANT SHALL HAVE FULL USE OF THE
PREMISE.
19. ALL TRADES SHALL FURNISH ALL IABOR,
EQUIPMENT, MATERIALS, AND PERFORM ALL
NECESSARY, INDICATED, REASONABLY INFERRED OR
REQUIRED BY ANY CODE W/ JURISDICTION TO
COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE
AND PROPER FINISHED JOB. ANY CUSTOMARY AND
NECESSARY ITEMS WHICH ARE REASONABLY IMPLIED
AND REQUIRED TO COMPLETE PROPERLY THE WORK
OUTLINED SHALL BE FURNISHED, EVEN IF NOT
SPECIFICALLY SHOWN ON THE DRAWINGS OR
MENTIONED IN THE SPECIFICATION.
20. CONTRACTOR IS RESPONSIBLE FOR ALL
CONSTRUCTION CLEAN-UP, DURING AND FINAL.
2'I. THE AMERICANS VNTH DISABILITIES ART (ADA) IS
SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY
INTERPRETATIONS. THESE PLANS AND ANY
ACCOMPANYING SPECIFICATIONS ("PIANS") REPRESENT
THE DESIGNER'S OPINION REGARDING ITS
INTERPRETATION OF THE ADA AS IT APPLIES TO THE
SU&IECT PROJECT. IT IS NOT IN ANY WAY A WARRANTY
OR GUARANTEE THAT SAID PLANS COMPLY WITH ANY
OR ALL POSSIBIE INTERPRETATIONS OF THE ADA BY
OTHERS.
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GREEN BUILDING MEASURE
7. AN AUTOMATIC IRRIGATION SVSTEM CONTROLLER FOR LANDSCAPING WILL BE PROVIDED BV THE BUIL�ER AND
INSTALLED AT THE TIME OF FINAL INSPECTION. 2019 CGC §4.304.1
2. A MINIMUM OF 65°k OF THE NON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTER GENERATED AT THE SITE WILL
BE DIVERTED TO AN OFFSITE RECYCLE, DNERSION, OR SALVAGE FACILITY PER CITY OF BURLINGAME AND 2019 CGC
§4.a00
3. AN OPER4T�ON AND MAINTENANCE MANUAL WILI 8E PROVIDEO TO THE BUILOING OCCUPANT OR OWNER. 20�9 CGC
ga aia i
4. UPON REQUEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCWDE CONSTRUCTION DOCUMENTS, PLANS,
SPECIFICATIONS, BUILOER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO
THE BUILDING DIVISION THAT WILL SHOW SUBSTAN7IAL CONFORMANCE WITH THE 2079 CODE Reat11REMENT. 2019 CGC
g�oa. i
5. AT TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE
HEATING, COOLING & VENTILATING EOUIPMENT, ALL DUCT ANO OTHER REL4TED AIR �ISTRIBUTION COMPONENTS
OPENINGS WILL BE COVERED W/TAPE. PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING
AGENCY TO RE�UCE THE AMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM. (CGC 4.504.7).
CAL GREEN SITE DEVELOPMENT
1. PROJECTS THAT DISTURB LESS THAN 1 ACRE SHALL DEVELOP AND IMPLEMENT A PLAN TO
MANAGE STORM WATER DRAINAGE (DURING CONSTRUCTION). A BMP PAGE /S SUFFICIENT.
2079 CGC 4.106.2
2. PLANS SHALL INDICIATE HOW GRADING + PAVING WILL PREVENT SURFACE WATER FLOWS
FROM ENTERING BUILDINGS. EXCEPTION: PROJECTS THAT DO NOT ALTER THE DRAINAGE
PATH. 2019 CGC 4.106.3
GENERAL NOTES
1. PROVIDE 30' MIN. CLEAR WIDTH, 15" ON BOTH SIDES FROM CENTERLINE OF W.C.) AND 24" CLEARANCE IN
FRONT OF THE W.C. PER CPC 402.5
2. PROVIDE MIN. SHOWER AREA - 1024 SQ. INCHES, CAPABLE OF ENCOMPASSING A 30" CIRCLE. SEE PLANS PER
CPC 408.6
3. TEMPERED GL4ZING, NP. AT ALL DOORS AND REQUIRED BY CODE
4. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE WASHER & DISHWASHER, ETC., PER
CPC
S.NA
6. EXHAUST VENT FOR ORYER SHALL TERMINATE TO TNE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED
WITH A DRAFT DAMPER AND SHALL BE RIGID METAL DUCT WITH SMOOTH INTERIOR SURFACES PER CMC SECT.
504.
� 2019 CALIFORNIA GREEN BUILDING CODE
BURLINGAME RESIDENTIAL CHECKLIST
New residential6uildinqs must be designed to include the Green Suilding
Mandatory Measures specified in this checklist. These Green Building
Mandatory Measures also apply to additions oralterations ofexistinp residentia! buildinqs
which increase the building's conditioned area, volume, orsize. These requiremenYs apply
only to the specific orea of addition or alteration. 2019 CGC §301.1.1
Pefmit NUmber: -_ PrOject AddreSs �z35 CABRILLO
I Green Building Measure I Plan Sheet,
� And details
j Duct insulation: minimum �R-6) required. 2019 CEC §150.0 (m) 5 I ME2.0, #38
�Duct leakage testing: 5%with air handler. 2019 CEC §150.0 (m) 11 I ME2.0, #39
�, Water heating: 120 volt, 20 Amp receptacle < 3 ft., Cat III or IV vent, mndensate drain, �
� and gas supply line capacity of at least 200,000 Btu / hour. 2019 CEC §150.0 (n) MF2.o, sa�
Third-party HERS verification for ventilation and indoor air quality. 2019 CEC 4150.0 (o) nnE2.o, xa2
�. Mazimum U-factor (0.58) for fenestration and skylights. 2019 CEC §150.0 (q) n2.o, u2a
INDOOR WATER USE (2019 CGC §4.3)
The effectfve flush volume of water closets will not exceed 1.28 gal / flush. 2019 CGC §4.303.1.1
��. For dual flush toilets average two reduced flushes with one full flush.
�. The effective flush volume of urinals will not exceed 0.125 gal / flush. 2019 CGC 44303.1.2
� Maximum flow rate for showers shall be 1.8 GPM, at 80 psi. 2019 CGC 4430313 qp.0l NOTE#37
� Maximum flow rete for lavatory fautets shall be 1.2 GPM, at 60 psi. 2019 CGC §4303.1.4.1
-� Maximum flow rete for kitchen faurets shall be 1.8 GPM, at 60 psi. Can temporarily increase to
� 2.2 GPM, but must default back to maximum Flow rate of 1.8 GPM 2079CGC §4303.1.4.4
OUTDOOR WATER USE (2019 CGC 44.4)
Residential developments shall submit a Calffornia Department of Water Resources' Model Np„ MAIN HOUSE
Water Use EfFlcient Landscape (MWELO) checklist. 2079CGC §4.304.1 HAS IT COMP.
ENHANtED DURA8ILITY AND REDULED MAINTENANCE (2019 CGC §4.406)
�, Annularspaces around pipes, electric cables, conduits or aheropenings in sole/hottom plares at
�Iex[erior walls, shall be protected against the passage of rodents by closing such openings with ME2.0, #47
cement mortar, concrete masonry, or similar method acceptabletotheenforcingagency.
'. 2019 CGC §4.406.1
CONSTRUCTION WASTE MANAGEMENT (2019 CGC §4.408)
Recycle and/or salvage a minimum 65%of the non-hazardous construction and demolltion waste.
This is not applica6le to wil and land clearing debris. 2019 CGC §4.408 T1.o, N2
BUILDING MAINTENANCE AND OPEIiAT10N (2019 LGC 44.410)
An operetlon and maintenance manual will be provided at final inspection. 2019 CGC §4.410.1
for buildin¢s with more than 4 multi-familv units orovide for recvclina. 2019 CGC §4.410.2 T1,0, 33
gas fireplaces will be direct-vent, sealed-combustible type. 2019 CGC §4.5031 I
woodstove or oellet stove shall comolv with U.S. EPA NSPS emission Ilmits. A2.0, p23 +�6
IAt the time of rough installation, during storage on the construction site, antl untll flnal startup
, of the HVAC equipment, all duct and other related air distribution components openings will6e
', crnered with tape, plastic, sheet metals, or other methods acceptable to the enforcing agency ME2.0, i48
�to reduce the amount of water, dust, or debris that may enter the rystem._ 2019 CGC 54.504.1 _ _
dhesives, sealanu, and caulks used on the project shall follow local and regional air pollution
' oravqualitymanagementdistrictstandards. IDI9CGC§4.50411 ��4CGC7
��. Paints and coatings will comply with VOC limits. d719CGC §4.504.2.2 A2.4 CG �1
�� AerosolpaintsandcoatingswillmeettheProduct-weightedMlRlimitsforROC,andcompiywith
� percent VOC by weight of produ[t limits, Regulation 8, Rule 49. 2019CGC §4.504.23 A2.0, CG t6
' Documentation shall verify mmpliance for VOC finish materials. 2019CGC §4.5041.4 A2.0, CG #2
CarpetsystemswillmeetULLGREENtestingandproductrequirements. 2079CGC§4.5043 A2.O,CG#3
2
Green Building Measure PlanSheet,
And details
�, Where resilient floaring is installed, at least 80%of the floor area rereiving resilient flooring will ,qp.0, CG Y4
� comply with the Califomla Green Building Code requirements. N119CGC 44.504.4
I Hardwoodplywood,particle6oard,andmediumdens'rtyfiberboardcompositewoodproducts ,qy.O,CG#5
� shall comply with the low formaldehyde emis:ion standards. 2019 CGC 44.504.5
INTERIOR MOISTURE CONTROI (2019 CGC §4.505)
Acapillarybreakwillbeinstalledifaslabongradefoundatlonsystemisused. 2019CGC$4.505.2 A2.O,R20
�. Building materials with visible signs of water damage will not be installed. Wall and floor
'�framingwillnotbeenclosedwhentheframingmembersexceedl9%moisturecontent. a.2.0,a2i
�I Moisturecontentwlllbeverifledprlortofinishmaterialbeingapplied.Replacewetlnsulation
I produtts, or allow to dry before enclosure. 2019 CGC 44.5053
INDOOR AIR QUALITY AND EXHAUST (2019 CGC 44.506)
I Exhaust fans that are ENERGY STAR compliant, ducted and that terminate outside the building
�I wlll be provlded in every bathroom @athtub, shower, or shower/tub combo�1019 CGC §4.506.1 ME2.0, p17
Unless functioning as a component of a whole-house ventilation system, fans must 6e
controlled by a humidlty control. 2019 CGC 44.506.1
ENVIRONMENTALCOMFORT (2019 CGC §4.507)
� The heating and air-conditioning system will be sized, designed and have their equipment
selected using the following methods: Heat Loss/Heat Gain values in accordance with
� AN51/ACCA 2 Manual J-2016 or equal; Duct systems are sized acmrding to AN51/ACGA 1, Manual ME2.0, #51
, D-2016orequtvalent;SelectheatingandcoolingequlpmentinaccordancewlthAN51/ACCA3,
� ManuaIS2014orequivalent. 2019CGC44.507
INSTALLER AND SPECIAL INSPECTOR QUALIFICATION (2019 CGC §702)
HVACsysteminstallerswi116etreinedandcertifiedintheproperinstallationofHVAC ME2.o,x52
systems and equipment 6y a recognized training/certification program. 2019 CGC 4702.1
Whrn reauired 6v the enforcine aeencv. shall emolov Soecial Insoectors 2019 CG 6702.2 ME2.0, #50
VER�FICATION 2019 CGC §703)
Upon request, verification ofcompliance with thiscode may include construction documents, plaru,
specifications,6uilderorinstallercertification,inspectionreports,orothermethodsacceptabieto T1.O,p4
the Building Division that will show substantlal conformance with the 2019 Code requirements.
. 2019 CGC §703.1
Responsible Designer's Declarotlon Statement Contrector: Declaration Statement
I here6y certify that this project has been designed to I hereby certify, as the builder or installer, under permit
� meet the requirements of the 2019 Green 8uilding listed herein, that this project will be constructed to
Code. meet the requlrements of the 2019 Green Building Code.
Name: TIM RADUENZ-FORM+ONE Name:
Address: 4843 SILVER SPRINGS DRIVE Address:
i Ciry/State/Zip Code pARK CITY, UT 84098 City/State/Zip Code
Signature: - Signature:
� 1
. Date: 10/31/22 � � � Date:
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Specify which sheet includes the Measure, and add speci�c details fisting
where the measure is located on that poge. Include exact code sections on plans.
5AN MATEO COUNTYWIDE
Water Pollution
Prevention Program
Clean Water. Healthy Community.
Construction Best Management Practices (BMPs)
Construction projects are required to implement the stormwater best management practices (BMP) on this page, as
they apply to your project, all year long.
Non-Haiardous Materiels
❑ Benn and cover stockpiles of sand, dirt or other construction material
�ro-ith tarps «hen rain is forecast or if not acriveh beiug used widiin
14 days.
❑ Use (but don't oeeruse) reclauned watcr for dust control.
A�ardous Materials
❑ Label all harardous materials and hazardous wastes (such as
pesticides, paints, tliinners, sol�ents, fuel, oil, and antifreeze) in
accordance �tiith ciri�, county. state and federal regulations.
❑ Store hazardous materials and �iastes in �tiater tigltt containers, store
in appropriate secondan containment, and cover dicm az tl�c end of
evcry work dag or during �vet «eather or �vhen rain is forecast.
❑ Follow manufacturer's application instructions for hazardous
matcrials and be cazeful not to use more than necessan'. Do not
apply chemicals outdoors wl�en rain is forecast within 24 hours.
❑ Arrarige for appropriate disposal of all ha�ardous wastes.
Waste Management
❑ Co�er waste disposal containers securel� with tarps at the end of
every c� ork da�� and during wet weatl�er.
❑ Check cti aste disposal containers frequently for leal:s and to make
sure tliey are not overfilled. Never hose down a dwnpster on the
constmction si[e.
❑ Clean or replace porlable loilets, and inspect tliem frequenth for
leal:s and spills.
❑ Dispose of all wastes and debris properh. Recycle matenals and
«�astes that cpn be recycled (sucb as asphalt, concrote, aggregate basc
materials, wood, �p boazd, pipe, eteJ
❑ Dispose of liquid residues from paints, thinncrs, solvents. glues. and
c(eaning fluids as hazardous ��aste.
Construction Entranccs and Pcrimctcr
❑ Eslablish and mainlain effeclive peruneter controls and stabilize all
conslruction entrances and e,its to sufficienUy control erosion and
sediment dischazges From site and tracking o1i� site.
❑ S���eep or vacuum any street tracking immediatelq and secure
sediment source to prevent further tracl:in�. Never hose dowu streets
to clean up traclavg.
Equipment Management &
Spill Control
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Maintenance nnd Parking
❑ Designate an azea, fitted c��th appropriate BMPs, for
vehicle and equipment parking and storage.
❑ PerPorm major maintenance, repairjobs, and vehicle
and equipmcnt wasliing off sitc.
❑ If rcfueling or velucle manitena�ice must bc donc
onsite, �vork in a bermed azea awac &om stonn drains
and over a drip pan or drop cloths big enough to collect
tluids. Recycie or dispose of fluids as hazardous ��aste.
❑ If vehicle or equipment cleaning ruust be done onsite.
clean wi[h water onl} in a bermed area lhat �� ill nol
allow rinse «ater to run into gutters, streets, storrn
drains, or sLvface waLers.
❑ Do not clean vehicle or equipment onsite using soaps.
solvents, degreasers, or steam cleaning equipment.
Spill Prcvertion and Contml
❑ Keep spill cicanup materials (c.g., rags, absorbcuts and
cat litter) acailable at the construction site at all times.
❑ Inspcct vehicles and equipment frequcntly for and
repair leaks promptl}. Use drip paus to catch leaks
until repairs are made.
❑ Cleazi up spills or leaks immediately aud dispose of
cleanup materials properly.
❑ Do not hose down surfaces where (luids have spilled.
Use dn- cleanup mcthods (absorbent materials; cat
litter, and/or rags).
❑ Sweep up spilled dr} materials unmediately. Do not
try to wash them a�vay with �� ater, or bury thcm.
❑ Clean up spills on dirt areas by digging up and
properl� disposing of contaminated soil.
❑ Report significant spills unmediatel�. You arc required
by la�i to report all significant releases of hazardous
malcrials, including oiL 1'o report a spill: 1) Dial 911
or your local cmergcncp response number, 2) Call thc
Govcmor's Office of Emergcncy Scr�ices Warning
Center, (800) 852-7��0 (24 hours).
Earthmoving
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❑ Schedule grading and esca��ation ��ork
durin� dry �veadier.
❑ Stabilize all denuded areas, install and
mauttain temporan• crosion controls (such
as erosion control fabnc or bonded fiber
matris) until ��egetation is established.
❑ Remove esisting �egctatiou only when
absolutel} necessary�, and secd or plant
vegetalion for erosion conuol on slopes
or «here conslniction is nol immediately
planned.
0 Prevent sediment from migrating ofTsite
aud protect stomi diain inlels, gutters,
ditches, and drainage courses by installing
and maintaining appropriatc BMPs. such
as fiber rolls, silt fences; sediment basins,
gracel bags, berms, ete.
❑ Keep excavated soil on site and transfer it
to dump trucks on site, not in the streets.
Contaminated Soils
❑ If any of the following conditions are
obser�ed, test for contamination and
contact the Regional Water Qualiri
Control Boazd:
- Unusual soil conditions, discoloration,
or odor.
- Abandoned imdergrowid tanks.
- Abandoned wells
- Buned barrels, debris, or trash.
Paving/Asphalt Work
❑ Avoid paving and seal coating in �vet
weafher or �vhen rain is forecast, to
prcvent materials that havc uot cured
from contacting storm�t�ater runoff.
❑ Co� er storm drain inlets and manholes
when apply ing scal coat, tack coat, slurry
seal, fog seal, etc.
❑ Collect and rec7cle or appropriately
dispose of eacess abrasive gravel or sand.
Do NOT s�; eep or H ash it into gutters.
❑ Do not use nater to wash do«n fresh
asphalt concrete pavemcnt.
Sawcutting & Asphalt/Concrete Remo��al
❑ Protect nearby storm drain inlets when
sa�v cutting. Use filter fabric, catch basin
inlet filters, or gravel bags to keep slurry,
oul of the storm drain system.
❑ Sho� el, abosorb, or vacuum saw-cut
slurrg and disposc of all waste as soon
as you are finished in onc location or at
the end of each work day (whiclicver is
sooner!).
❑ If sa�ecut slurry enters a catch basin, cican
it up inunediately.
Concrete, Grout & Mortar
Application
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❑ Store concrete, grout, and mortar away
from storm drains or walerways, and on
pallets uuder cover to protect them from
rain, runoff, and Hind.
❑ Wash out concrete equipmendtrucks
offsite or in a designated washout
azea, tvhere the water �� ill tlo�� into a
temporary waste pit, and 'ui a manner
diat will prevent leaching into the
miderlying soil or onto surrowiding arcas.
Lct concrete harden vid dispose of as
garbagc.
❑ When ��ashin� cxposcd aggregate,
prevcnt washwater from entering stvrm
drains. Block anc inlets aud vacuum
gutters, hose washwaler onto dirt areas, or
drain onto a bermed surface to be pmnped
and disposed oCproperly.
Landscaping ..
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❑ Protect stockpiled landscaping materials
from H-ind and rain b} storing them under
tarps ull yeaz-round.
❑ Stack bagged matena] on pa]lets and
under co� er.
❑ Discontinue application of any crodiblc
landscape material within 2 days before a
forecast ram event or dwing w�et weathcr.
Painting & Paint Removal
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Painting Clcunup and Remuval
❑ Ne�•er clean bmshcs or rinse paint
containers into a street, gutler, slorm
drain, or stream.
❑ For «�ater-based paints, paint out brushes
to the e�ctent possible, and nnse into a
drain that goes to the sanitary sewer.
Nc� er pour paint down a stonn drain.
❑ For oil-based paints, paint out brushes to
the extent possible and clean with thumer
or solvent in a proper containcr. Filter and
reuse thimiers and soh•ents. Disposc of
exccss liquids as hazazdous wastc.
❑ Pain[ chips and dust from non-hazardous
dn strippuig and sand blasting may be
swept up or collected in plastic drop
cloths and disposed of as trash.
❑ Chcmical paiut stripping residue and chips
and dust from marine paints or paints
containivg lcad, mcrcun-. or tributyltin
must be disposed of as Uarardous waste.
Lead based paint removal requires a state-
certified contractor.
Dewatering
❑ Discliazges of groundwater or caphired
runoff from dewatenng operations must
be properly managed and disposed. Wlien
possible scnd dewatcring dischargc to
]andscaped area or sauitary sewer. If
discharging lo thc su�itary sewcr call your
local wastewater treatment plant.
❑ Divcrt run-on water Gom offsite a�eav
from all disturbed areas.
❑ When de�iatering, notif} and obtain
appro�al Gom the local municipality
beforc discharging water to a strect gutter
or storm drain. Filtration or diversion
through a basin, taiil:, or sediment trap
ma} be required.
O In areas of lcnown or suspected
con[amniation, call your ]ocal agency to
detennuie whether the ground n ater must
bc tested. Pwuped growid�i�ater mny need
to be collected and hauled off-site for
veatmenl and proper disposal.
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APN = 026-171-350 MAX ALLOWABLE LOT COVERAGE
= LOT 512E X 40 %= ALLOWABLE LOT COVERAGE
LOT SIZE: 6,000 SQ. FT. 6.000 SQ FT. X 40 %= 2.400 SQ FT.
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FAR = LOT SIZE X 32 %+ g00 - LIVEABLE S�. FT.
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COMPLETE FAR
� LOCATION FAR LOTCOVERAGE
a S0. FT.: SQ. FT.: EMnRrcs
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B 113 E%ISTING COVERED PIXiCH
� J-ADU 418 <1B EXISTINGMOMEI(N)JHDU
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GENERAL NOTES & SCOPE
1. PROTECT ALL EXISTING LANDSCAPING AND TREES DURIN6 CONSTRUCTION,
CONSULT ARBORIST AS REQUIRED.
2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREE
MAY BE REMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS
DIVISION (558-7330) NO TREES ARE TO BE REMOVED FOR THIS PROJECT.
3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCE
LANDSCAPE W1LL NOT BE REHABILITATED AS NOTED ON PIANS.
4. A PL4N HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO MANAGE STORM
WATER DRAINAGE DURING CONSTRUCTION. CGC 4.1062 8 CGC 4.106.3
5. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPING AREAS.
6. EXISTING CITY STREET TREES MAY NOT BE, CUT, TRIMMED, OR REMOVED
NATHOUT PERMIT FROM PARKS DIVISION.
7. ALL (� LANDSCAPE TO REMAIN AND BE PROTECTED.
CAL GREEN SITE DEVELOPMENT
'I. PROJECTS THAT DISTURB LESS THAN 1 ACRE SHALL DEVELOP AND IMPLEMENT A PLAN TO
MANAGE STORM WATER DRAINAGE (DURING CONSTRUCTION). A BMPPAGE /S SUFFICIENT.
2019 CGC 4.1062
2. PLANS SHALL INDICIATE HOW GRADING + PAVING WILL PREVENT SURFACE WATER FLOWS
FROM ENTERING BUILDINGS. EXCEPTION: PROJECTS THAT DO NOT ALTER THE DRAINAGE
PATH. 2019 CGC 4.106.3
3. ELECTRICAL VEHICLE (EV( CHARGING, PARKING SPACES: COMPLY W/ RELEVANT SECTIONS
2019 CGC 4.106.4
PUBLIC WORKS NOTES
t. A REMOVE/REPLACE UTILITES ENCHROACHMENT PERMIT IS RE�UIRED TO (1) REPLACE ALL
CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY
SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3) ALl WATER LINE
CONNECTIONS TO CITY WATER MAINS FOR SERVICES OF FIRE �INE ARE TO BE INSTALLED PER
=CIN STANDARD PROCEDURES AND SPECIFICATION. (4) AND OTHER UNDERGROUND UTILITY
VJORKS VNTHIN CITY'S RIGHT-OF WAY.
2. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE
PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIAL
SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. IF
REQUIRED, ALL fIRE SERVICES AND SERVICES 2" AND OVER WILL BE INSTALLED BY BUILDER.
ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITfED AS SEPARATE
UNDERGROUND FIRE SERVICE PERMIT FOR REVIEW AND APPROVAL.
STORMWATER CHECKLIST NOTES
�. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS AND USE RAINWATER FOR
IRRIGATION OR OTHER NON-POTABLE USE.
2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS.
3. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED
AREAS.
4. CONSTRUCT SIDEWALKS, WALKVJAYS AND/OR PATIOS WITH PERMEABLE SURFACES.
5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE-BASED DETENTION.
6. PROTECT SENSITIVE AREAS, INCLUDING WETLAND AND RIPARIAN AREAS, AND MINIMIZE
CHANGES TO THE NATURAL TOPOGRAPHY.
7. MARK ON SITE INLETS WITH THE WORDS "NO DUMPINGI FLOWS TO BAY" OR EQUIVALENT.
8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIES
APPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE-RESISTANT,
DROUGHT-TOLERANT, AND/OR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDES
AND QUICK-RELEASE FERTILIZERS.
9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY
SENlER.
10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT
EROSION CONTROLS ARE ESTABLISHED.
11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS,
SETBACKS, SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED AND
RETAINED, DRAINAGE COURSES.
'12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING: (A)
CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS,
INCLUDE INSPECTION FREQUENCY; (B) METHOOS AND SCHEDULE FOR GRADING, EXCAVATION,
FILLING, CLEARING OF VEGETATION , AND STORAGE AND DISPOSAL OF EXCAVATED OR
CLEARED MATERIAL, (C) SPECIFICATIONS FOR VEGETATIVE COVER & MULCH, INCLUDE
METHODS AND SCHEDULES FOR PLANTING AND FERTILIZATION (D) PROVISIONS FOR
TEMPORARY AND OR PERMANENT IRRIGATION
13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER
'14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND
OBTAIN ALL NECESSARY PERMITS.
15. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G.
BERMS, SOCKS, FIBER ROLLS OR FILTERS)
16. TRAP SEDIMENT ON-SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN
DIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERS
FOR SOIL STOCK PILES, ETC.
17. DIVERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOfF AROUND THE
SITE (E.G SWALES AND DIKES)
18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION
IMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS,
DIKES,MULCHING OR OTHER MEASURES ASAPPROPRIATE.
19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS.
20. NO CLEANING, FUELING OR MAINTAININ6 VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA
WHERE WASHWATER IS CONTAINED AND TREATED.
21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO
PREVENT CONTACT WITH STORMWATER.
22. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL
EMPLOYEES/SUBCONTRACTORS RE: CONSTRUCTION BMP'S.
23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING
PAVEMENT CUTTINGWASTES,PAINTS,CONCRETE, PETROLEUM
PRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROM ARCHITECTURAL
COPPER, AND NON-STORMWATER DISCHARGES TO STORM ORAINS AND WATERCOURSES.
(E) 6" CURB
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RELATED CODE REQUIREMENTS: (EGRESS + WINDOWS + DRS.)
7. EGRESS WINDOWS SHALL HAVE A MIN. NET CLEAR OPERABLE AREAOF 5.7
S�UAREFEET.
2. THE MINIMUM NET CLEAR WIDTH DIMENSION SHALL BE 20"
3. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24"
4. MAX. U-FACTOR (0.58) FOR FENESTRATION � SKYLIGHTS 2019CEC 150_0 (�)
5. MAX. TOTAL AREA, 20%, NO MPJCIMUM FOR WEST FACING AREA TABLE 150.1-A, 8 B
6. FENESTRATION MAX. U-FACTOR 0.30. NO SHGC RE�UIREMENT TABLE 150.1-A, 8 8
7. DOOR MAX. U-FACTOR: 02� TABLE 150.1A, 8 B
20l9 CODE REQUIREMENTS: (PLUMBING)
t. RE�UIRES NON-COMPLIANT PLUMBING FIXTURES TO BE REPLACED BY
WA7ER-CONSERVING PLUMBING FIXTURES WHEN A PROPERTY IS UNOERGOING
ALTERATIONS OR IMPROVEMENTS. THIS LAW APPLIES TO ALL RESIDENTIAL AND
COMMERCIAL PROPERTV BUILT PRIOR TO JANUARY 1, 7994. DETAILS CAN BE
FOUND AT
HTTP-.//LEGINFO,CA.GOV/PUB/09-10/BI WSEN/SB0401-0450/S6407 BILL 20091017
CHAPTERED.HTML.
2. PER CALIFORNIA CIVIL CODE ARTICLE 1101 4 AND CAL GREEN SECTION 301.1,FOR
ALL BUILDING ALTERATIONS OR IMPROVEMENTS TO A SINGLE FAMILY RESIDENT�AL
PROPERTY, EXIS7ING PLUMBING FIXTURES IN THE ENTIRE HOUSE THAT DO NOT
MEE7 COMPLIANT FLOW RA7ES WI�L NEED TO BE UPGRADED. WATER CLOSETS
WITH A FLOW RATE EXCE55 OF 1.6 GPF WILL NEED TO BE REPLACED WITH W.C. W/
A MAX. FLOW RATE OF 7.18GPF. SHOWER HEADS W/A FLOW RAiE GREATER THAN
2.5 GPM WILL NEED TO BE REPLACED W/ A MAX. 1.8 GPM SHOWER HEAD. L4VATORV
8 KITCHEN FAUCETS W/ A FLOW RATE GREATER THAN 1.8 GPM WILL NEED TO BE
REPL4CE0 WI A FAUCE7 W/ MAX. F�OW RATE OF 1.5 GPM (OR 1.8 GPM FOR KITCHEN
FAUCE75)
RELATED CODE REQUIREMENTS: (BATHS) (CONT.):
PLUMBING:
-SHOWER MUST BE PROVIDED W/TEMPERATURE CONTROL (ANIT-SCALD) TYPE
VALVE. TOILETS MUST HAVE A MIN. CLEAR SPACE OF 30" WIDE, 8 24" CLEAR SPACE
W FRONT. IF NEW, TOILETS MUST BE WATER CONSERVING t28 GALLON. SHOWER
DOORS SHALL OPEN OUTWARD AND SHALL BE A MIN. 27' WIDE, THE SHOWERHEAO
CANNOT DISCHARGE DIRECTLY AT ENTRANCE. ALL SHOWER COMPARTMENTS,
REGARDLESS OF SHAPE,
MUST BE CAPABLE OF ENCOMPASSIN6 A 30' CIRCLE. J08-FORMED SHOWER PAN
LINER MUST SLOPE j' PER FOOT TO WEEP HOLES IN DRAIN, AND BE INSPEC7E0
UNDER TEST PRIOR TO COVERING.
RELATED CODE REQUIREMENTS: (BATHS) (CONT.):
BUILDWG:
- SHOWER WALL SHALL BE FINISHED TO A HEIGHT 72' ABOVE THE �RAIN INLET
WITH MATERIAL THAT IS NOT AFFECTED 8Y MOISTURE. GREEN BD. CANNO7 BE
USED AS A BACKER FOR MAS71C TILE WHERE IT WILL BE EXPOSED TO SPLASHING
WATER AND IS NOT ALLOWED ON CEILINGS.
CEMENT 80ARD WITH A MOISTURE BARRIER AND CORROSION-RESISTANT
FASTENERS IS AN APPROPRIATE BACKING MA7ERIAL IN WET LOCATIONS. MIN.
CEILING HEIGHT FOR ALL BATHROOMS IS 7'-0". SAFETY GLAZING IS
REQUIRED FOR WINDOWS IN TUB OR SHOWER LOCATIONS WHERE THE BOTTOM
EDGE OF 6LASS IS �ESS THAN 5'-0" A80VE THE �RAIN. AS PART OF REMODEL
SMOKE DETECTORS WILL BE RE�UIRED IN ALL BEDROOMS, ADJOINING HALL, AND
AT EACH LEVEL PER THE BUILDING CODE.
RELATED CODE REQUIREMENTS: (BATHS)(CONT.)
ELECTRICAL
- IT IS RE�UIRED TO HAVE AT LEAST ONE RECEPTACLE WITHIN 3FEET OF THE
OUTSIDE EOGE OF EACH BASIN. THIS RECEPTACLE AND ANY OTHERS LOCATED
WITHIN THE BATHROOM MUST BE GFCI PROTECTE�.
-A SEPARATE 20.AMP CIRCUIT IS RE�UIRED TO SUPPLV BATHROOM OU7LET5
ONLY, OR A SINGLE BATHROOM.
- LIGHTING WILL BE REOUIRED TO BE HIGH EFFICACY OR CONTROLLED BY A
MANUAIONOCCUPANT
SENSOR SWITCH. (NPICALLV HIGH EFfICACY LIGHT FIXTURES ARE PIN BASE
FLUORESCENT WITH ELECTRONIC BALLAST.
MECHANICAL:
- A FAN CONNECTED TO THE OUTSIDE CAN BE PROVIDED, FAN EXHAUST SHOU�D
BE 3-FEET FROM BUILDING OPENINGS AND PROPERTY LINES.
BE INSPECTED UNDER TEST PRIOR TO COVERING.
GENERALNOTES:
i, PROVIDE 30" MIN. CLEAR WIDTH, 15" ON BOTH SIDES FROM CENTERLINE OF WL.)
AND 24" CLEARANCE IN FRONT OF THE W.C. PER CPC 402.5
2. PROVIDE MIN. SHOWER AREA- 1024 50. INCHES, CAPABLE OF ENCOMPASSING A
30" CIRCLE. SEE PLANS PER CPC 408.6
3. TEMPERED GIAZING, TVP. AT ALL DOORS AND REOUIRED BY CODE
4. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE
WASHER 8 DISHWASHER, ETC., PER CPC
S.WATER CLOSETS SHALL BE AN UITRA LOW FLUSH TYPE Wl 1.Y8 GALLONS MAX.
PER FLUSH, PER CPC 8 GCG 4.303.1.1
6. EXHAUST VENT FOR DRVER SHALL TERMINATE TO THE OUTSIDE OF THE
BUILDING AND SHALL BE EOUIPPED WITH A DRAFT DAMPER AND SHALL BE RIGID
MEtAL DUCT WITH SMOOTH INTERIOR SURFACES PER CMC SECT. 504.
7. VERIFY ALL FINISH FLOOR CALL-OUTS W/ OWNERS, TYP.
8. SUB- PANEL ELECT., VERIFY LOCATION W/ OWNER.
9. ALL SHOWER HEADS TO HAVE 1.H GPM (d! 60 PSA FLOW MAX. PER 1019 CPC
SECT. 408.2 8 (CGC 4.303.1.2)
10. ALL SHOWER WALLS TO BE WATERPROOF TO 77' AeOVE DRAIN INLET, WALL
FINISHES TO BE OF SMOOTH HARD NONABSORBENT SURFACE, PER CRC R307.2
(CEMENT BASED)
11. NA
t2. ALL LAVATORY FAUCETS TO HAVE L2 GPM, + KI7CHEN FAUCETS TO HAVE 1_e
GPM FLOW MAX. PER N119 CPC SECT. a037, 8 403.6 (CGC 4.303.1.4 4)
t3. WATER HAMMER ARRESTORS A7 ALL APPLIANCES THAT HAVE �UICK-ACTING
VALVES (I.E.) DISHWASHEftS HOT WATER LINE AND THE HOT/COLO LINES OF THE
CLOTHES WASHER) 2019 CPC 609.10.
t4. CONTROL VALVE FOR SHOWER OR TUB/SHOWER SHALL BE OF THE PRESSURE
BALANCE OR THERMOSTATIC MIXING VALVE TVPE, PER CPC 420.0.
15. THRESHOLD FOR IN-SWING DOORS SHALL BE 7]5" MAX. AND T' MAX. FOR
OUTSWING DOORS.
16. (E) GAS METER LOCATION, PGBE, 7YPICAL 36" FROM OPERABLE WINDOWS.
17. (E) ELEC7RICAL ME7ER LOCATION TO BE MOVED PER PLANS.
18. MAX. DROP FROM 70P OF 7HRESHOLD 70 THE EXT. LANDING AT ALL SLIDING
AND IN-SWINGING DOORS SHALL BE LIMITED T0 7.75", AND NOT MORE THAN 1.5"
LOWER THAN THRESHOLD FOR OUTSWING DRS. PER T019CRC R3'11.3
79. (N) STAIRS TO HAVE MAX. RISER HEIGHT OF 7.75" AND A MIN. TREAD DEPTH
OF 10" PER CRC R3117A.
20. A CAPILLARY BREAK IMLL BE INS7ALLED IF A SLAB ON GRADE FOUNDATION
SYSTEM IS USED. THE USE OF A 4" THICK BASE OF 12" OR LARGER CLEAN
AGGREGATE UNDER A 6 MIL VAPOR REfARDER IMTH JOIN7 LAPPED NOT LESS
THAN 6" WILL BE PROVIDED UNLESS AND ENGINEERED DESIGN HAS BEEN
SUBMITTED AND APPROVED BY 7HE BUILDING DIVISION . 2019 CGC §4.5052 AND
CALIFORNIA RESIDENTIAL CODE (CRC) §R5062.3
21. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE IMLL NOT BE
INSTALLED. WALL AND FLOOR FRAMING WILL NOT BE ENCLOSED WHEN THE
FRAMING MEMBERS EXCEED 19 % MOISTURE CONTENT. MOISTURE CONTENT WILL
BE VERIFIED PRIOR TO FINISH MATERIAL BEING APPLIED. 2019 CGC §4.505.3
GENERAL NOTES: (cont.)
22. FITTINGS (FAUCETS AND SHOWER HEADS) HAVE ALL REQUIRED
STANDARDS USTED ON PLANS AND ARE IN AGCORDANCE TO CGC 4.303.1.3
AND CGC 403.1.4
23. ANY GAS FIREPLACE SHALL BE DIRECT-VENT SEALE0.COMBUSTIBLE TYPE.
I019 CGC 4.503.1
24. PROVIDE 36 INCH MIN. DEEP LANDING OUTSIDE ALL EXTERIOR DOORS
(NOT MORE THAN 7.75 INCHES LOWER THAN THE THRESHOLD FOR
IN-SIMNGING DOORS AND SLIDING DOORS, AND NOT MORE THAN 1.S INCHES
LOWER THAN THE THRESHOID FOR OU7SWINGING DOORS) 2019 CRC R311.3
25. WALLS WITH 2 X 6 AND LARGER FRAMING REQUIRE R-19 INSULATION
150A(C)2
26 CONSTRUCTION HOURS IN 7HE CITY PUBLIC RIGHT OF WAV ARE LIMITED TO
THE WEEKDAYS AND NON-GTV HOLIDAYS BENJEEN 8�,00 A.M AND 5�.00 P.M.
2
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I I (N) PL4NTINGS FOR I I I
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41'-0" I
� EPDM RUBBER ROOFING TO BE � �� �
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NOTES:
1. (EXISTING) (OGEE) G.S.M. GUTTERS, 8(3' GSM)
DONMSPOUTS (MATCH EXISTINGAS REOUIRED).
LINE AlL VALLEYS VNTH GSM. AT LEAST 20" IMDE
W7TH IMTH 1/4" EDGE TURNED OVER ANO
FASTENED N9TH CLEATS. IP.P JOINTS AT LEAST 9",
BUT DO NOT $OLOER.
2. N/A
3. NMEN INSUTATION IS INSTALLEO IN ENCLOSED
RAFiER SPACES WMERE CEILINGS ARE APPLIEO
DIRELT TO THE UNDERSIDE OF ROOF RAFTERS. A
MINIM�MlJR SPACE Of 11NCH MUST BE PROVIDED.
INSULATION BHFFLE NEE�ED.
4. FLASHINGS AND COUNTER FLASHINGS SHAIL
NOT BE LESS THAN 0016-INCH (28-GAGE)
CORROSION RESISTANT METAL, ANO VALLEY
FLASHING
5. AT THE JUNCTURE OF THE ROOF 8 VERTICAL
SURFACES, FL45HING 8 COUNTERFL4SHINGS
SHALL NOT 6E LESS THAN 0.019-INCH (26 GAUGE)
6. Nh
7. TERMINATION OF ALL ENVIRONMENTA� pIR
�UCTS SHALL BE A MIN. OF 3'-0' FROM PROPERN
lINES OR ANV OPENIN6 INTO TME BUILDING (I.E.
ORYERS. BATHB UTILIN FANS. ETC., MUST BE 3'-0"
AWAV FROM DOORS, 1MN00W5.OPENING
SKVUGHTS OR ATTIC VENTS. PER CODE
8. NIA
9. N/A
10. ATTIC VENTILATION AT CALIFORNIA FRFMING TO
RECEWE lOW PROFILE VENTS OR OPENING IN THE
ROOf SHEATHING BELOW
11. (ASRE�UIRED)ALLTRUSS/RAFTERBLOCKING
TO RECEIVE 2" DIA HOLES IN EVERV BLOCK
TYPICAL FOR EVEN DISTRIBUTION OF AIR FLOW.
12. ATTIC IS GETTING NEW INSl1LATI0N,VERIFV (E)
FANS/VENTS TO WHAT IS REQUIRED ER CURRENT
CODE.
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(E) 6' REDWOOD FENCE
GOOD NEIGHBOR DESIGN
(E) BRICK VENEER
RIGHT DHE (96.35') _ �
(N) SKVLIGHT IN (E)
LOCATION
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ADDRESS NUMBERING POLICY: �
1. NUMBERS+A�DRESSES SHALL 6E PLACED ON ALL NEW E+ n
+ EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PL4INLV
VISIBLE t LEGIBLE FRONT TME STREET OR ROAD FRONTING
THE PROPERTY. SAIO NUMBERS SHAIL CONTRAST W. TNEIR
BACK6ROUND, SHALL BE A MINIMIIM OF ONE-HALF INCH
STROKE BY FOUR INCHES HIGH, AND SHALL BE EITHER
INTERNALIY OR EXTERNALLV ILLUMINATED IN ALL NEW
CONSTRUCTION,A�TERATIONSORREPPJROFEXISTING A3 •O
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NOTES:
A. VISIT C,RACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEOAND PRODUCT OATH SHEETS
B. REMOVE RIPCORD� FROM GRACE WCOR PLUS FOR EASE OF INSTALLATION
C. IF APPLICABI.E. LEAVE RELEASE PAPEft ON LOVVEft HALF OF SILL FLASHING UNTIL FUTURE TIE-IN WITH WEATHER RESISTIVE BARRIER
D. FOR CONCRETE. MASONRV OR NMERE ADHESION IS MARGINAL, USE PERM-A-BARRIER� WB PRIMER TO PROMOTE WCOR ADHESION
E CHECK LOCAL BUILDING GODES FOR WEATHER RESISTIVE BARRIER REOUIREMENTS AND WSTALL GRACE WCOR PLUS W1TH WEATHER
RESISTIVE BARRIER TO FORM WATER-SHEDDING LAPS
F. INSTALI IMNDOW PER MANUFACTUPER'S RECOMMEN�ATION AND USE APPROPRIATE SEAL4NT FOR NAN�OW AND WOOD BUCK
G. DETAIL AL50 RELEVANT FOR GRACE WCOR V00 AND WCOR BUM
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ROOM FINISH SCHEDULE
PAINT
ROOM FLOORING WALLS CEILING MILLWORK CROWN REMARKS PAINT SPECS.
(E) GARAGE (E) CONC. TBS TBS PAINT (TBS) TBS �NMARN RROOMS:
(E) BED-1 (E) CARPET TBS TBS PAINT (TBS) TBS BEDRM AREA CONVERTED TO JADU CEIL�INGSTURA�GREEN OPTION), REGAL SELECT, OR APPROVED E�UIVALENT
(E)L-HALL (E CARPET TBS TBS PAINT(TBS) TBS WATERBORNECEIINGPAINT,ORAPPROVEDEQUIVA�ENT
BATHROOMS:
E LIVING AURA BATH AND SPA, OR APPROVED EOUNALENT
�O (E) CARPET TBS TBS PAINT (TBS) TBS EXTERIORS
o(E) BATH-1 (E) TILE TBS TBS PAINT (TBS) TBS BATH AREA CONVERTED TO JADU HousE
0 AURA,REGALSELECT,ORAPPROVEDE�UIVALENT
i� (E) BREAKFAST (E) WOOD TBS TBS PAINT (TBS) TBS CAL GREEN NOTES:
N E KITCHEN
� �% (E� WOOD TBS TBS PAINT (TBS) TBS 1. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS PER CGC §4.504.2.2
"(E) FAMILY! DINING E WOOD TBS TBS PAINT (TBS) TBS 2. DOCUMENTATION PROVIDED THAT VERIFIES COMPLIANCE WITH VOC FINISH MATERIALS. 2019 CGC
§a. soa z a
3. CARPET SVSTEM INS7ALLED IN THE BUILDING INTERIOR WIL� MEET THE TESTING AND PRODUCT
REOUIREMENTS FOUND IN THE 2019 CALIFORNIA GREEN BUIIDING CODE. 2019 CGC §4.504.3
4. VJHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80%OF THE FLOOR AREA RECEIVING RESILIENT
FLOORING WiLL COMPLY WITH THE CALIFORNIA GREEN BUILDING CODE RE�UIREMENTS. 2019 CGC §4.504.4
5. HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSIN FIBERBOARD COMPOSITE WOOD
PRODUCTS USED ON THE INTERIOR AND EXTERIOR Of 7HE BUILDING WILL COMPLY WITH THE LOW
FORMALDEHYDE EMISSION STANDARDS, 2019 CGC §9.504.5
(N) OfFICE 2 (N� WOOD TBS TBS PAINT (TBS) TBS 6 AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-VJEIGHTED MIR LIMITS FOR ROC AND OTHER
REQUIREMENTS PER CGC 4.504.2.3
(E) 8ED-2 (E) CARPET TBS TBS PAINT (TBS) TBS 7. ADHESIVES, SEALANTS AND CAUIKS USED ON THE PROJECT SHAI.L FOLLOW LOCAL AND REGIONAL AIR
� N) OFFICE 1 POLWTION OR AIR QUALIN MANAGEMENT S7ANDARDS 2019 CGC §4.5042.1
LL( (N) WOOD TBS TBS PAINT (TBS) TBS
Z(E) BED-3 (E) CARPET TBS TBS PAINT (TBS) TBS
�(E) U-HALL (E) CARPET TBS TBS PAINT (TBS) TBS
W e. NEW MAN�ATORY U-FACTOR (0.58) FOR FENESTRATION +SKYLIGHTS §150.0 (q)
N(E) BED-4 (E) CARPET TBS TBS PAINT (TBS) TBS 9 REDUCED U-FACTOR(0.30J FOR HIGH PERFORMANCE WINDOWS 2019 CAL ENERGY CODE §1501 (c)3 A
(E) BATH-2 E) TILE TBS TBS PAINT (TBS) TBS 10 MAX TOTAL AREA, 20%, NO MAX FOR VJEST FACtNG AREA TABLE �501-A, AND B
- (E) BATH-3 (E) TILE TBS TBS PAINT (TBS) TBS 11 DOOR MAX U-FACTOR 020, TABLE 15Q1-A, AND 8
E BED-5 E CARPET TBS TBS PAtNT TBS TBS
ROOM FINISH SCHEDULE S��e: NA '
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EXTERIOR DOORS & WINDOWS
LOCATION DOORS DETAILS HDWR. REMARKS NOTES
DOOR SIZE MATERIALS HEA JAMB SILL TRIM TYPE FIN.
WXH TYPE SYM. CORE EXT. FIN. INT.FIN. GLASS
1. NOOO�CtAD KOLBE ULTRRNANOOV.6 � DOORS. W1TH S.O.L 3i<'
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2. EGRESS PER CODE
f01 GARAGE 15'-10' X B'-11' O.H. DR. G P�NE CLAO PIiIMEp LO E(n SEE �ETAILS STD. BD NOTE;13 • t5 3. DOOR BY S/MPSON OR EpUAL, VERIFV DESIGN tMTH OYJNER 8
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5. (') FIEL� MEASUIiE
6. CONVERTING OF BE�ROOA1 TO J-AOU
� Z BE0.3 6-0'X4'-P C0.SE E PINE CIAO PRIME� LOE SEEOETAILS STD. BD NOTE�1�t5
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LL Z OFFICE-1 2'-6'%3'-0' CNSE 8 PINE ClAO PRIMED LOE SEEDETAiLS STD. B� NOTE�1
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Z HAFDVJME FINISH SPECIFICNTION'.
ENTRVOOOR HARDWARE-.(BVONMER)nNDINSTALLEDBYCONTRACTOR
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W Z�Z BED-2 6U'Xd'�P LPSE E PINE CUD PRIME� LOE SEEOETAILS STD. B� NOTEt�+fS CAL.GREENREQUIREMENTS
N 1. SEE CFL GREEN REOUIREMENTS IN FOOM SCHEDULE
SAFEN G1.A21NG NOTES (CRC R308.4)
A. ALL SIIDING � SWINGING GlASS DOORS TO HAVE SAFETV GIAZING.
B. GL4ZING IN SHOWERrtUBiSAUNA ROOMS LE55 THAN BO' NBOVE THE
STPNOING Sl1RFACE RND LE55 THP.N 60' MEASURED HORIZONTIALLY
FROM THE WATER'S EDGE Of A 84THTIlB. MOT TUB. SPA. NMIFI.POOL OR
SIMMMING POOL.
C. GlP11NG IMTHIN A Z4' A0.0 OF A DOOR THAT IS LE55 THAN 60' ABOVE
THEFLOOR.
0. GIAZING WHEFE THE E%POSEO AREN IS GREATER TH/W 95p. Ff.,
BOTTOM IS LESS THPN 18' ANp AT LEAST 3B' ABOVE THE FLOOR, AN�
AO.IhCENT TO WALKING SUFFACES.
E.IMTMIN 60" OF THE BOTfOM TREAD OF A STAIRWAV AND LE95 THAN 3S
ABOVE THE FLOOR
F. GLPZING IN GUAROS B RFILINGS.
G. GLPZING AOJHCENT TO STAIRWAVS, LANDINGS. AND FAMPS VJTHIN 3G
HOFIZONTALLY OF THE WAIKING
Sl1RFACE LESS THAN JB• AgpyE FINISH FLOOR.
EXT. DOORS & WINDOWS SCHEDULE S��e: NA 2
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