HomeMy WebLinkAbout118 Stanley Road - Plans9'-I' L
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FOR REFERENCE ONLY
n(E) FIRST FLOOR PLAN
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PROPOSED
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NEW.
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GARAGE
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WALL
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OIITLR.E OF
EAVES
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EXIBTINO HOUSE
(ONE-BTORT)
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FF40A1'
COVERED
50,01' PL
(EAIDEWALK
STANLEY ROAD _
TRUE REFERENCE
NORTH NORTH
—$-0— ,SITE PLAN
SCALE I/B"• ,. - W.
ADJACENT
maser
t'IFE
PUBLIC WORK NOTES
1 Replace all defective sidewalWt curbs and gutters ahem required by the city. All new sidewalk
curbs, A gumas shall be built to City standards. A city encroachment permit is required.
2 Permit u enquired from engineering delamnentfor my stmal openings, such m sidewalks. tuft
and Anall paV®ant-
3 Approved pressure regulator is required for new water service: An approved type pruuure reguator,
preceded by an adequate summer "I be installed and the static pressure induced to 90 psi or less.
Apprewd mgulames with integral bypasses an, acceptable. Each such regulator ends And. "I be
accestblY located and shall have the strainer readily accessible for cleaning without removing the
regulaor or summer body ordismm[ctiog the supply piping. All pipe sizedetermiwoom shall be
based on80'o ofthe reduced pstssure when using table 6.5. CPC 6081
LANDSCAPING/TREES
EXISTING TREES
Ice mrum ulliogormipsingorvas,ballbe dlowd wiNuapmmit Gem the gmmi0aim Co®vlpe
mumem Iron erg• w mcvm(msa m • poled SP ahowgtada Ad dadegerrs b tmale vvmbeptomad
awisa mrmamlw by wPord mewda
TREE PROTECTION MEASURES
Tate rollo-o' pee Pmcn'm ee nemtn apply to d. to be maims,
-No merge of mrm'ui. mpuit. vebiclm or[mnpmmt aban bel mein witbie the ea ad®ems.
•Thegmotl nedmad amod attretunopy mo+hall tat beslmd
•Twau Y mated sWl be irtiped and mtieuieml as pa®ery a tame wniaaL
NOTE REFERENCE
All norm Who ble m the pmjmr Aal apply although tat dvmy rt(mmmd
Doyen "I [mfom to ul "Atublemdm ad radiomen
Cmgiedegm on AzUhebtwAl wthe a¢muw af1Da Amdatapvm
mtdwah rtbld to thou taus.
REF 415 - REFERENCE NOTE AT SHEET 4 COLUMN S
RAINWATER COLLECTION
All new mofsinwamr shall be collrntad by moms ofgalvmized metal gulmts located at cite cents.
Paint tomerch colorachemc oftesidence. Guners Ahallla w2"x4'mctangulwr idownspuBa
downspouas on tomch existing. Downspouts shell terminate below grade to a perimeter 4" diameter
ABSsotiddsainpipe. Ran4"diameter(orsiuumtdmsimplm)wlidpipethroughf=ofcurbm
UW wales will ampty into the meet Rued system. Termination through curb shall be as per details of
the city or county ofJmisdictim(3"diameter max). Slope all pipes for adequate drainage, Insure that
the location cl osr, for the pipe to go through the face ofcwb is adequate to carry the water from the
site to a city maintewd water collation system.
In single fmily residences the water may Bow to the seen by gravity method Provided there is
sufficient Some to insure Row to the Area, gotta, and den wuc does not Bow men adjoining pmpnim,
SUMP PUMP MAY BE REQUIRED
If the gravity method of dre'ruge camot be used, provide a sump pump ofdequatc Abe to eery all
water through a 2" diameter ADS pipe through the Tam of the curb so that the water will empty into the
goner system. Tenure thatthc location chosen for the, pipe to go through the face of curb is adequate m
carry the water from the site to a city maintained water collection system.
Provide a 1, cUow presenter a n locationtar the terrnimfian ofthe mlid pipe through thc fete of
curb as rcquisd m prevent rainwater from me gran system entering the Sump Pump system.
Sump pump m a minimum shall be a HP Automatic Submersible Sump Pump with moan a
listed below (minimum). Instal n pa mmu8cmrers spwifieatiou W ncommendetions.
Dischlugefcatafheed 5 to IS
peafomancc (gallons perhmr) 2280 1620 660
Sump pit- Install pump in sump pit (such basin) with trm minimum clearances and depths m pa,
mmufmmmr specifications and rnommendmions.
RAINWATER LEADERS WITHIN CONSTRUCTION
Roof deeim which have a path through interior span shall comply with CPC
DRAINAGE AWAY FROM FOUNDATION WALLS
Provide forme consul and drainage ofaurface wale mud the muwre with a midmtm ofZ%,Io,
away them 0m building foundation.
ELECTRICAL POWER TO THE GARAGE
New umlcrgramd elmriul to gerat I8• burial dryer furs f d u approved by PG&F.
See site plan
Provide 60-amp subpmel and outlets par Glances direction
NEW ELECTRICAL GROUND
REQUIRED YES /
Provide an elamodc mead by at least 2 inchm ofooacrese, located within and near the bottom oft
came to foundation or fonting that is in direct contact with she earth, consisting oflu Irani 20 fi, ofine
or more here or zinc galvanized or other elecrfcally conductive wend steel reinforcing bars or reds of
ma less than h inch in dimmer, m consisting of to Neat 20 B. of blue copper wndumor not mall. then
No.4 caper NEC 25"1 (e) . A gsotmd rod is tat acceptable,
ILLUMINATED STREET NUMBER
Approved numbers or addresses; shall be placed in such apoaition as to be plainly visible real legible
from the stern or rod Setting the property. Said numbers shill entered with their background, dull
be a mfalmum of one-half(In) inch stroke by two and oochdf (2 112) inches high, and shall be either
internally or eatemally illuminated in all new wmtructim, alkntions or repair ofexisting construction.
The power ofsuch illumination shill not be normally switch able, City of Burlingame Municipal Code
18.08.050.
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FDEMOLTI'ION OF EXISTING GARAGE
d�0 ac
The Damgtlm t'emb Wlmbe ivuN mdleBoidieg Pomp 6lmedbmvptOJOto
m99r/5/00
Ig
MEASUREMEN'TS'DIMENSIONS'DRAW DIGS
Cmnerm naweedihw
g�
IoE boom llimaclow famrs,obects, Atoned. mmhmicL plumbing anscond0�t
it^�R
romgznq wivdoxs.dmts,6ulr; bmda4. n[.pnarbmdmng0(mumir6Wp'mb
insurgence., rabticwtipn
- il
Ails
gI" ayBTyi"E
ray
Any, ducremucxs"I as brought to du m-stern A mass. pom or any wok
mWdnwanmtiagbe�
35b4g"i'�
15)g h4g5,T'
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ab`I'3
Saps
CONSTRUCTION ACTIVITY
€s53-
No person shall (including atravA. and gredfae). tkmoloh, shin or Vac.
'8
L eras-
my building or sameture other than between the following house Holidays an, the
Morley
�g bi
-2c)
fmtdry ofJmuary. the third Monday of February, Nelat afMey, she
--aa�.
-III
South day of July, the first Monday of September, the elevenN day ol'November,
the fount Thursday in N fv i m the twenty -filth day in December, or .lid
twenty-fifth day of Deca,nber fells m a Sunday the following Moday is eholidey.
{ygjT
v @�a5'a
41ys_ i_.E
fi 4a�Eg-� t
g I Mondry thmuBlt FridaY:ammTpon
2 Saturdays: mto6p
�,i eeh>;�I.;°
6g yyyyyEe�s6g�
3 Sundays and NolWiyg 10mto6pm
"s
ESa ' Tag�n
BUILDING DATA
LOT SIZE 1501'x115ID49B,153.1 IF
ALLOWABLE FLOOR AREA
5,153.1 X 032 • 1,500 3341 SF
LLI
U
ALLOWABLE LOT COVERAGE
Z
5,153.I X 0.4 23011 SF
W
EXISTING BUILDMG DATA
o
FIRST FLOOR IAIO OF
W
COVERED PORCH eB SF
LU
DETACHED GARAGE
Uj
(TO BE REMOVED) 2" SP
EXISTING FLOOR AREA RATIO IA&B SP
LU
—1 pp
(1.510Q59)
D Q Q
=
EXISTING LOT COVER,�&SE
1,1151 SF
W K (3 0
(Ib10.259458)
U Z W W N
<W—i�
NEW DETACHED GARAGE 353 ELF
1 C6
O Q
F
=(n JO
U m Mn
NEW BUILDING DATA
2 U) m Q
NEW FLOOR AREA RATIO
(Ib10.303) 1.593 SF
NEW LOT COVERAGE
(Lb10d831.88) 2ID81 SF
CODES
All weak shall be done inasouchae with the applicable Nerbml
D :'e
zmv
A local codas and ordinance.
Wy$
California Building Code 2007
N
Caifrmia Mechanical Code 2007
California Plumbing Code 2007
-
D
Celifomis Elauical Code 2007
Calffomts Energy Code 2007
Burlingame Municipl Ord®rm,
cam S
City of
Y
CONSTRUCTION TYPE
z
Dwelling Type" fE/ w YU' RCT3 as n"
W
Genage Type VB04
V
O�°
K-3/U BUILDING OCCUPANCY GROUPS
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DRAWING INDEX
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SITE PLAN, DATA r%
p, 5!
BC-1
GARAGE PLAN. ELqMTOPOGRAPHIC E D
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RECEIVED
w �ED
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Ar r4>egwur3
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CITY OF BURLINGAME
PLANNING DEPT,
In. miter
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1717
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HOWARD AVE. (R/W- 70') - - -
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LEGEND
FOUND i• IRON PIPE (AS NORED)
FOUND MIL AND SHINER
• SET NNL AND BRASS TAG (RCE 2011511)
SET 3' IRON PIPE (RCE 20053)
+ SET CUT x'
A SET MAL AND SHMER
O SET HUB
(D ELECTRIC METER
® G METER
CONC CONCRETE
{i FINISH F,O R
FL FLOW UNE
OR GROUND
R/W R OF WAY
TIC TOP OF CURB
WM WATER METER
EC, ELECTRIC OVERHEAD
NOTES
1. FIELD SURVEYING. PW.rmeE dudng Jub 2008.
2. REFERENCE ELEVATION. Burlin9oma Cty BenahmaM 115 at tM NcwUh m fy
comer of 9aywwater Ave. and Stand, Rd. (Owotlon 17.426).
6. LEGM- DESCRIPTION. Lot 20. Bba4 56 ae shown on 'Lyon and HOP,, UlmilhHMN
of Una Town o, Burlingame GMd Jab 16. 19W in Back ♦ of Maps at Page
26
APN 029-282-200 AREA 5.70 SF 0.132 AC
4. UNDERGROUND UTILRIES. Shown per eurfaoe evidence and raeoN main. may M
different Man as Mown. Be Ton digging wll Under9muM S Mce I1eR (Im of
(BOO) 227-2800.
6. RECORD OF SURVEY. To M prapou arml /Bwd 6y Kaeanagh Englneerkq with
[ Count, of San Mateo.
Fled 20OB in VolanW _ of Lt5 Map at P.
RECEIVED
OCT 4 1 2008
CITY OF BURLINGAME
PLANNING DEPT.
KAVANAGH ENGINEERING:
708 CAROLAN AVE. BURUNGAME CA 94010 650 579-19"
A✓Rrt OWIM SHOENTHMER BIIRU"" G
11B STANLEY RD T — 1
in.
NA COH DIS TOPOGRAPHIC MAP
wL 1 wB
,dw 0e32 BR & BOUNDARY SURVEY
SHOE pm 7-28—M
9O MDM
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1i nW
81111
W. GYP
Oeg'POBITICN BMFYdEe CQ•IP !Tom SHMUN
TO MATCH w DUELLING TO HAT0 w D 11,115
BEE NOTES
1 JLI _LIii. uI LI 1 If I LJ 1. AIL ll ll_I I l L If III I. II i_ LI I ll. .IL. J I I L1JL. Illi IJ a LIL I 11.1_ Lf I (..1... Ut=vow I9
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L. Ili.I li II II LI� III �. L,I.I L1II IIIp II II IIIII L. �LI l l I. 171�I,II .k.I �u,1�.,{..li `��' 1 ONLY
I Ih I1IIllIT._11L �1 T�LI -!1 �ILL�.,I IIY-�l.�ll�l1I II1 11 Ilill111'll ll ILTI I�II111 ill .IIIU I I(IT-1`I11TI ��Ill� FA°cw - - exrerm TDAME
rD SIDING CHID OVERIANW
TO MATCH • DyELLNG / ® ��I77I
PIET
`fit-HRPIEAIL TOMATpi o00o R
= e"M61,4EE7
TOO TM
E)GRADE
Y.VOD GARAf DOQe
RIGHT SIDE ELEVATION LEFT SIDE ELEVATION FRONT ELEVATION
SCALE 114". I' - O' SCALE IH"• I' - m'• BC LE v4'. v m"
REAR ELEVATION
SCALE 1A-. I - W'
CITY OF BLT GABLE ROOF COVEBBVO NOTBB
An mumiJ, Wrird i mafrmviey onwy ammo. Mrolvd by bu mde
ynF4"on R6e
stall bare • frt rear Moor efCWe A or B so elmfielm TWk I5-A
as vnm0ol by be Co, of I3wc1ymc MwieoW Coac 18 N (I All
wood obw no am refused i hevea®vew of Chic B rwfm•Mog
T. G PLYBO BV
am sb.Il oclWemarhG ummleyntwLiwNEw nalci®tg wbkh'i
IIt)d 61"M"on
amorteamn,eWsfaowo-
2x6.Wcxo
ON
6 6" TYFE
GYP pD
BA" TYPE
GI BD
=•• CGNC BLAB ON GRADE WTN' BAR
'6-e Eln. OVER ]' fs t OVER'2Yi
POLYETFB: 1-IO16TUR!g DARIg1ER
OVER 4'GR.AVEL
BUILDING SECTION 'A'
I14••. I• - m"
1.-lb"A
STUWIALL
�- N" EXTERIOR GYP 014EATIN1
]-LAYER TYPE D'
M6" TYPL 'X
. PAPER e
GYP BD
MIDTI
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BIDINGSTALLED
MBIILAnwa
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Pc=
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r-m'
1-HR F.R. A MIBLY
EXTERIOR WALL, TYP EXTERIOR WALL w,1
TO CQ'IPLY nV TABLE Marl (2) ROOF PLAN
MATERIAL • B, ITEM • B-U
Be." 1114". r - 1B"
LIGHTTNG FIXTURE SCHEDtwi
Con lights massed into insulated spaces an, W be IC tall and airtight
Recessed -ans'to be Wobbled in bid.
Contractor W provide for all installation in bid.
Owner shall be responsible to pay for all Ne tricot flames ad use, oolm
otheregament is tax bed bemeen Convenor
Not All units uxd for this project
All fixtures, trim and tricks u selected by Owrsr.
All recessed fixtures in sloping ceilings shall be %loped selling care with trim
{�i Ceiling nwuntd incadescart light Estate.
Yi Recesud incandescent tight fixture.
3 Ceiling romatel fluorescent light Ensure
4 Well troubled incandescent light fixture.
S Exterior card -wall mound incandescent light ficam
6 Specialty light future.
wABTE Lg!
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0
1- Exterior lighting outlets end fnuues shell not 4 g. mere., p
nitre (9) fat above djecent grade or rryuhd lading, wells er portioB
ofwdls shall not be floodlit. Only shielded light fuvoes which foots
light downwW slWl be allowed, except for ilhuninsua street northers
by the Fbe OepivvegL City of Rurimgeroe Muafcipal Cede 18.16.030
2- Exterior lighting on ell revdmtiel properties still be dmgnd and bold
so that the one of light mdNer glare Sum The lighting clement is kept
entirely on the property or below the top of fence, edge or wall,
Ciry of lba linpme Municipal Code 18.16.030
LEGEND
(E)
ERISTMG
(W
NEW
W
BEATHERPF6OOF
stall
GROIm FAULT MIERCP m
AFG
ARD FW T CIRCUIT MIEIOeJrI®e
I
p �
4111
DIREX ORLET
6PECIAL DUKE!
DtREx WR-o,�,vEO
iH WRED NOT rae
RENCE 1.
REFETOO LKMf PUetINE
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t/
REF£fE,l TO M IOK BENEdg .
w
FNpiOCONFROL Q
RSESai TO AIST M TIC LIGHT FDfltg!
DDGFe O Ngfllt
FLUCate! NT LK Flnr po1NIST
PAN CQ-HlMATICN
fy
LIGHT Ssi WTH g POLE lglgf FEA
T � WuAY
II I uICTIUCALFAIR
IB4Y SWITSW SEE NOTEDLIGHT
6WITCH WTN Dp SHEET G-1
LIGHT SWITCH WTN MNLAL-ON,S/eoaeole & DI6TI`)
1:W
RAgiTOEAYE TOM.GARA
fed
TRUE REFERENCE
NORTH NORTH
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TO BEtR10VED
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REGIZIV
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OCT 0 1 2i
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FLOOR PLAN v CIPLANNING
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NEW ADU ADDRESS NOTES
MUST BE CLEARLY VISIBLE AND LEGIBLE FROM THE
ADJACENT PUBLIC WAY OR STREET. ADDRESS LETTERS/
NUMBERS SHALL BE MINIMUM 4 INCHES HIGH, WITH A
MINIMUM STROKE WIDTH OF j INCH, SHALL CONTRAST
WITH THEIR BACKGROUND, AND BE LIGHTED AT NIGHT
SECONDARY DWELLING UNIT SHALL 15E ADDRESSED WITH
THE SAME NUMERICAL ADDRESS FOLLOWED 15Y THE
LETTER 1115"
PLUMNING GENERAL NOTES
• PLASTIC PLUMBING PIPE SHALL NOT BE USED
FOR THE DOMESTIC WATER SUPPLY OR
SANITARY WASTE SYSTEM WITHIN THE
BUILDING (DGMG 1520-I ZO)
• PROVIDE INSULATION ON ALL NEW DOMESTIC
HOT WATER PIPING IN NEW AGGESSORY UNITS,
ROOMS, DOWN, ADDITION AND NEW BUILDING.
THE INSULATION SHALL BE THE SAME
THICKNESS OF THE WATER PIPING UP TO V
WATER PIPING SIZE. ((,PG 609.11.0)
• SHOWER AND TU�-6110►NER COMBINATIONS SHALL
HAVE INDIVIDUAL CONTROL VALVES OF THE PRESSURE
PALANCE OR THE THERMOSTATIC MIXING VALVE
TYPE. GPG 415D
SHOWER STALL TO BE 1OZ4 SQUARE INCHES
MINIMLN AND CAPAPLE OF ENCOMPASSING A 3d'
DIAMETER GIRDLE. K(IPC 4111.
• THE BURIAL DEPTH OF THE SEWER AND WASTE
PIPING TO BE 14 MINIMUM BELOW GRADE PER GPG
314.4.
• BUILDING SEWER PIPING SHALL BE LAID ON A FIRM
BED THROUGHOUT ITS ENTIRE LWGTh, AND 5UGH
PIPING LAID IN MADE OR FILLED -IN GROUND SHALL
BE LAID ON A BED OF APPROVED MATERIALS AND
SHALL BE PROPERLY SUPPORTED AS REQUIRED BY
THE AUTHORITY HAVING JURISDICTION PER GPG 715.2.
REVISE THE PLAN TO IDENTIFY THE MATERIAL OF
THE BED SUPPORTING THE PIPE.
CONDENSATE TRAPS & DRAIN LINES SHALL BE INSTALLED ON
ALL COOLING OILS, 51ZE AND SLOPE PER CIVIC, 310.0, 310.1,
3102 & 3103. SLOPE MIN OF YW PER FOOT AND ROUTE TO
APPROVED RECEPTOR
ALL SANITARY AND WASTE PIPING 4" & SMALLER SHALL BE
INSTALLED AT Y" PER FOOT SLOPE, TYP
WATER PRESSURE SHALL BE A MINIMUM OF 15 PSI & A
MAXIMUM OF SO PSI, PER GPG SECTION 605.1 & 605.2
NO PIPE SHALL BE EMBEDDED DIRECTLY IN CONCRETE OR
MASONRY PER GPG SECTION 313.2
C
GOLD WATER PIPING ABOVE & BELLOW GRADE SHALL BE
INSTALLED UTILIZING TYPE 'L' OR TYPE 'IvI' COOPER MATERIAL
R5 ALLOWED BY GORE
ALL DRAINAGE PIPE SHALL BE INSTALLED AT Y" OR 0.2 SLOPE
PER FOOT
PIPING ABOVE FLOOR LEVEL WILL UTILIZE CAST IRON OR
COOPER DWV MATERIALS
F
ALL PIPES, FITTINGS, FIXTURES AND SOLDER FLUX USED ON
TH15 PRO16T SHALL BE CERTIFIED BY AN ANSI ACCREDITED
EHIRD PARTY As BEING IN COMPLIANCE WITH STATE OF
CALIFORNIA ASSEMBLY BILL 1953 REQUIREMENTS
HIPING AND MATERIALS THAT INTERACT WITH POTABLE WATER
SYSTEM SHALL NOT EXCEED A WEIGHTED AVERAGE LEAD
COUNT OF LESS THAN OR EQUAL TO 0.25%
WHERE SPECIFICATIONS OF PRODUGT6 DO NOT IDENTIFY THE
MODEL NL MR THAT DORRESPONDS TO THE LEAD FREE
CRITERIA. IT 15 THE INTENT THAT THE CORRESPONDING EQUAL,
LEAD FREE PRODUCT Is REQUIRED AND SHALL BE PROVIDED,
REGARDLESS OF THE SPECIFIED MODEL NLNI ER.
K
LAV AND SINK REQUIRE A TEMPERING VALVE THAT MEETS ASSE
1070 OR GSA B1255
KITCHEN GENERAL NOTES
RECEPTACLES SHALL MEET ALL OF THE FOLOWING REQUIREMENTS: (GEC
2IO.5, 210.12, 210.23 210.52, 40(0.12)
• GFCI PROTECTION SHALL 15E PROVIDED FOR ALL COUNTERTOP
RECEPTACLES, RECEPTACLES WITHIN 6 FEET OF A SINK (IN61-UDIN6
PELOW. COUNTER AND MMIND AN APPLIANCE), AND FOR REGEPTAC,LES
SUPPLYING DISHWASHERS. THE RESET BUTTON FOR GFCI
RECEPTACLES SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION (I.E.
NOT BEHIND AN APPLIANCE).
• ALL OUTLETS AND DEVICES (I.E. RECEPTACLES, LI611TIN6, HOODS,
ETC.) IN THE KITCHEN SHALL BE AFCI PROTECTED AND
TAMPER -RESISTANT (TR).
• RECEPTACLES SHALL 15E PROVIDED AT ALL COUNTERTOP AREAS WITH
A MINIMUM DIMENSION OF 12 INCHHES.
• COUNTERTOP RECEPTACLES SHALL 15E LOCATED SO THAT NO POINT
ALONG THE WALL Is MORE THAN 24 INCHES FROM A RECEPTACLE
• COUNTERTOP RECEPTACLES SHALL BE LOCATED NO MORE THAN 20
INCHES ABOVE THE COUNTERTOP.
• ELECTRIC STOVES AND OVENS SHALL 15E SUPPLIED WITH A 40- OR
50- AMP BRANCH CIRCUIT.
KITCHEN RECEPTACLES SHALL BE sU'PLIED BY GIRGUITs MEETING ALL OF
THE FOLLOWING RELVIREMEN76: (DEG 2-10.11, 7-10.52, 422.16)
• COUNTERTOP RECEPTACLES SHALL BE SUPPLIED BY A MINIMUM OF
TWO 20-AMP BRANCH CIRCUITS.
• A DEDICATED CIRCUIT Is REQUIRED FOR CORD AND PLUG CONNECTED
RANGE EXHAUST HOODS. SEPARATE CIRCUITS MAY BE REQUIRED FOR
THE GARBAGE DISPOSAL, DISHWASHER, AND BUILT-IN MICROWAVE
BASED ON THE MANUFAGTURER's REQUIREMENT AND THE MOTOR
RATING.
• ANY NEW RECEPTACLES ADDED IN THE DINING AREA, BREAKFAST
ROOM, PANTRY, OR SIMILAR AREA SHALL BE SUPPLIED 15Y A 20-AMP
CIRCUIT, THE COUNTERTOP CIRCUITS MAY BE USED TO SUPPLY
THESE AREAS.
• ALL LIGHTING FIXTURES SHALL BE CONTROLLED BY EITHER A DIMMER
SWITCH OR BY A VACANCY SENSOR SWITCH THAT REQUIRES A
MANUAL ON ACTIVATION (DOES NOT AUTOMATICALLY TURN ON) AND
AUTOMATICALLY TURNS OFF WITHIN 30 MINUTES AFTER THE ROOM Is
VACATED.
• AL LIGHTING FIXTURES SHALL CONTAIN NLI6 THAT ARE LAB1[f J
AS JA9-,-2016 (JA5-20I6-E FOR SEALED LENS OR RECESSED FIXTURE).
SCREW BASE PULPS ARE PERMITTED, EXCEPT IN RECESSED LIGHTING
FI F5.
• RECESSED LIGHTING SHALL BE LISTED AS IC, (ZERO CLEARANCE TO
INSUATION) AND AT (AIR TIGHT), BE SEA-EP/ CAUJ<E D BETWEEN
THE FIXTURE HOUSING AND CEILING, SHALL NOT CONTAIN A SCREW
BASE SOCKET, AND CONTAIN BI.LBS MARKED WITH JA5-20I6-E
EFFICIENCY LABEL.
• KITCHEN FAUCET: 1.6 GPM AT 60 PSI.
• DUCTS USED FOR DOMESTIC, KITCHEN RANGE VENTILATION SHALL 15E
METAL AND HAVE SMOOTH INT. SURFACE- 3'-d' FROM PROPERTY LINE
AND BUILDING OPENINGS
SMOKE & CARBON MONOXIDE ALARM
REQUIREMENTS
PROVIDE WIRED AND BATTERY OPERATED SMOKE AND CARBON MONO lPE (DO) ALARMS TO
BEDROOMS AND ADJACENT SPADES FROM A BEDROOM (CR(, 315.5 EXCEPTION 4).
PROVIDE SMOKE ALARMS AT THE FOLLOWING LOCATIONS PER (CRC 314.3):
• INSIDE EACH SLEEPING ROOM
• OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF TTE
BEDROOMS; ON EACH ADDITIONAL STORY OF THE DWELLING IWAIVING BASEMENTS
AND HABITABLE ATTICS.
SMOKE ALARMS SHALL BE INSTALLED A MIN. OF 3'-d' FROM A DOOR OR OPENING OF A
BATHROOM THAT CONTAINS A TUB OR SHOWER LUE66 IT WOULD PREVENT PLACEMENT
OF THE REL? JIRED SMOKE A ".
PROVIDE CARBON MONOXIDE ALARMS L ZATED AT THE FOLLOWING LOCATIONS PER (ORC
315.3):
• OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS
• ON EVERY LEVEL OF THE BUILDING INCLUDING BASEMENTS
• WHERE A FL EL BURNING APPLIANCE IS LOCATED IN A BEDROOM OR IN AN ATTACHED
BATHROOM THEN A CO ALARM SHALL BE INSTALLED IN THE BEDROOM.
ELECTRICAL GENERAL NOTES
• ALL E ELTRICAL GONDUGTOR MATERIAL SHALL BE COPPER. (DCMC 15.U.100)
• Al 15 AND W AMPERE. WAVH CIRCUITS 6(i YING All OUTLETS OR DEVICES IN NEW
HABITABLE AND NON -HABITABLE ROOMS SHALL BE PROTECTED BY AN ARC- ALLT CIRCUIT
INTERRUPTER (AF(,I) (DEG 21021(A))
• Al I25-V6LT, 15-AW W-AMPERE RECEPTACLE OUTLETS, LOCATED L E66 THAN 5'6" ABOVE
THE FLOOR, SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES PER GEC, 406.12
• AT THE KITOt N, SPECIFY GCUNTER TOP RECEPTACLES TO ICE 6F6I PROTECTED. GEC, 2105
• EXTERIOR RECEPTACLES TO M WATER RESISTANT/ 6FCI PROTECTED. GEC, 2105A3.
ALL rW-VOLT, SINGLE PHASE, IT- MD W- AMPERE 13RA VH CIRCUITS 9fI`LYINW aJ LET5 INSTkLEP
IN DWELLING LUr KITCHEN, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LINRARIE5, DEWS,
BEDROOMS, SLWOMS, RECREATION ROOMS, GL.05ET6, HALLWAYS, OR SIMILAR ROOMS OR AREAS
SHALL BE PROTECTED BY A L16TEP AR6-FALLT CIRCUIT INTPRRU'TPR, GGMPINATION-TYPE, INSTALLED
TO PROVIDE PROTECTION OF THE WAWH 6IR6UIT. GEC, 210.I2.
• PROVIDE AN E gJIR ENT 690MIN6 CONDUCTOR AT NEW PROPOSED SERVICE PANEL TO COMPLY WITH
CEG 250.31.
• FOR RECE550 LLMINARIES, SPECIFY FIXTURES TO BE L16TEP FOR ZERO CLEARANCE INSIlATION
CONTACT (IC,) BY L.L OR OTHER NATIONALLY REG06NIZED TE5TIN6/IRATIN6 LABORATORY. GEC, W(KXS).
• FOR [ TE1�(T ZIOR L&TIWW, SPECIFY LLMINAIRES TO PE H16H E1 fl6A(,Y AND HAVE ALL OF THE faLOWIW
CONTROLS PER GEL 150.0(K M:
a) MOTION SENSORS,
b) Rifo PHOTO -CONTROL, ASTRONGMI(,AL TIME CLOCK OR 506,
c) PLUS A M*M "ON/OFF" SWITCH THAT DOES NOT OVERRIDE THE "W' ON THE AUTOMATIC
CONTROLS. PER 6En6 PO(kX3Xll) OR CEnc W.O(kX3Xlll).
• AT LEAST I EL.MINAIRE WITHIN EACH OF THE BATHROOMS SHALL 6E GONTPAlPP WITH A VACANCY
SENSOR
118 STANL Y RDI
RLINGAME, CA 94010
BATHROOM GENERAL NOTES
tlll-RINC)
• MINIMUM CEILING HEIGHT TO 15E 7'-d' CLEAR.
• SHOWERS AND TUB/SHOWER WALLS TO BE COVERED WITH A SMOOTH, HARD,
NONABsOFB T SURFACE (IE. CERAMIC, TILE OR FIBERGLASS) wsTALLEP OVER A
MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72' MIN. DOVE DRAIN INLET.
• CEMENT, OR FI15ER-DEMENT BACKERS ARE ALLOWED TO BE INSTALLED As A BASE
FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN
SHOWER AREAS.
• GYP. BD. SHA.1 NOT' BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO
WATER, OR IN AREAS SUBJECT TO CONT. HIGH HUv11DITY.
• WINDOWS LESS THAN 6d' ABOVE THE STANDING SURFACE OF THE TUB OR SHOWER
SHALL BE TEMPERED GLAZING.
• DOOR ENCLONURES FOR HOT- TUBS, WHIRLPOOLs, SAUNAS, BATHTUBS AND SHOWERS
SHALL 15E TEMPERED GLAZING.
• INSULATION edALL BE INSTALLED IN ALL WALLS, FLOORS, AND CEILINGS OPENED
FOR CONSTRUCTION BETWEEN CONDITIONED SPACE AND UNCONDITIONED SPADE SUCH
As EXTERIOR WALLS, GARAGES, CRAWL SPACES AND ATTICS. (WALL: R-15, CEILING:
R-30, FLOOR: R-19)
PLUANNO
• MAX- 12-5 GAL ONs PER FLUSH FOR WATER GLOsET.
• WATER CLOSET SHALL HAVE A CLEARANCE OF 3d' WIDE, 15" O.G., AND 24 IN
FRONT-.
• SHOWERHEAD: 1.5 GPM MAX. AT 5OP61
• FAUCETS: 1.2 GPM MAX. AT 60 PSI; OS GPM MIN. AT 20 PSI.
• A LISTED ANTI-SOALD/ PRESSURE BALANCE VALVE Is REQUIRED IN ALL BATHTUB
AND SHOWER COMPARTMENTS.
• INSTALL INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE
THERMOSTATIC MIXING VALVE TYPE FOR SHOWERS AND T115-6HOWER COMBINATION.
• 6HOWER6 SHALL HAVE A MINIMUM INTERIOR DIAMETER OF 3d AND HAVE MIN. 22"
CLR. HINGED DOOR TO SWING OUT.
• PLASTIC LINERS AND UNI E AYMENT SHALL BE SLOPED A MIN. OF 1/4" TO THE
DRAIN AND BE WRAPPED UP THE WALL A MINIMUM OF 3" ABOVE THE DAM. A
WATER TEST Is REQUIRED TO VERIFY THE PAN DOES NOT LEAK AND TO VERIFY
THE WEEP HOLES ARE DRAINING CORRECTLY.
• MULTIPLE SHOWERHEADS: COMBINED FLOW RATE OF ALL SHOWERHEADS
C,ONTROI LEP BY A SINGLE VALVE SHALL NOT EXCEED 1.5 GPM Q 5OPSI, OR ONLY
ONE SHOWER OUTLET Is TO BE IN OPERATION AT A TIME.
MECHANICAL
• FAN SHALL BE SWITCHED SEPARATELY FROM ANY LIGHTING SYSTEM, OR AN
APPROVED EXHAUST FAN WITH AN INTEGRAL "HIGH EFFICACY" LIGHTING GAB BE ON
THE SAME 6WIT6,H.
• EACH BATHROOM CONTAINING A BATHTUB SHOWER OR TUB/SHOWER COMBINATION
SHALL BE MECHANICALLY VENTILATED FOR PURPOSES OF HUMIDITY CONTROL. (GRG
R303.1) EXHAUST FAN TO HAVE MINIMUM 50GFM AND 5 AIR CHANGE PER MINUTE.
• BATHROOM EXHAUST FANS SHALL BE "ENERGY STARO' COMPLIANT AND DUCTED TO
TERMINATE OUTSIDE OF THE BUILDING.
• VENTILATION FAN SHALL BE INSTALLED IN EACH REMODELED BATHROOM. EXHAUST
DUCT POINT OF D156HAR6E TO BE OUTSIDE OF THE BUILDING AND NOT BE
DIRECTED ONTO WALKWAYS.
• THE EXHAUST FAN MAY NEED TO 15E SUPPLIED 15Y A 6FC1 PROTECTED CIRCUIT
BASED ON MANUFACTURER'S REQUIREMENTS
• THE EXHAUST FAN DUCT SHALL. TERMINATE A MIN. OF THREE FEET FROM ANY
OPERABLE OPENINGS IN THE BUILDING (ATTIC, VENT, WINDOW, DOOR, ETC)
ELECTRICAL
• LIGHT FIXTURES LOCATED IN WET LOCATION SHALL BE LISTED FOR WET LOCATION
AND REQUIRE WATER RESISTANT TRIMS.
• ELECTRICAL PANELS SHALL NOT BE INSTALLED IN BATHROOMS.
• FIRST SWITCH TO BE MANUAL -ON, AUTO -OFF VACANCY -SENSOR SWITCH.
• PROVIDE ONLY HIGH EFFICACY LIGHT FIXTURE.
• ALL -RECEPTACLES TO 15E GFGI AND TAMPER-RE61STENT (TR) DUPLEX OUTLETS.
• BATHROOM RECEPTACLES TO BE SUPPLIED BY DEDICATED 20 AMP BRANCH 0IR6,UIT
PER GEC, 2Io•iI(G)(3). THIS CIRCUIT CANNOT SUPPLY ANY OTTER RECEPTACLES,
LIGHTS, FANS, ETC. (EXCEPT WHERE THE CIRCUIT SUPPLIES A SINGLE BATHROOM,
OIJFLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE ALLOWED)
ENERGY AND GREEN NOTES
• WALL INSULATION
(i) 2x4 WOOD -FRAMED WALL ABOVE GRADE SHALL HAVE AT LEAST R-15 INSULATION
INSTALLED IN CAVITIES BETWEEN WOOD FRAMING MEMBERS.
(i i) 20 WOOD -FRAMED WALL ABOVE GRADE SHALL HAVE AT LEAST R-21 INSULATION
INSTALLED IN CAVITIES BETWEEN WOOD FRAMING MEMBERS.
• HIGH EFFIGAGY LIGHT FIXTURES ON PLAN SHALL BE ONE OF THE FOLLOWING:
I. PIN -BASED LINEAR OR COMPACT FLUORESCENT LIGHT SOURCES USING
EL( TRONIG BALLASTS.
2- PILSE-START METAL HALIDE.
3. HIGH PRESSURE SODILM
4. GU-U SOCKETS CONTAINING LIGHT SOURCES OTHER THAN LDS.
5. LUMINAIRES WITH HARDWIRED HIGH FREQUENCY GENERATOR AND INDUCTION LAMP.
6. INSEPARABLE SSL L LMINAIRES THAT ARE INSTALLED OUTDOOR
7. INSEPARABLE 55L LUMINAIRES CONTAINING COLORED LIGHT SOURCES THAT ARE
INSTALLED TO PROVIDE DECORATIVE LIGHTING.
• ALL NEW LIGHTING INSTALLED IN HALLWAYS, LIVING ROOMS, BEDWOMS, OFFICES,
STUDIES, PLAYROOMS AND DENS SHALL BE HIGH EFFICACY, AND GONTRGLLED WITH A
READILY ACCESSIBLE CONTROL THAT PERMITS THE LUMINAIRE TO BE MANUALLY
TURNED ON AND OFF (CENG 150(K)(2)(6)).
RECEIVE-
JAN 1
CITY OF BURLINGAVtE
CDD-PLANNING DIV
PROJECT INFORMATION
APN: 02-9-528-20o
EXISTING
PROPOSED
DIFFERENCE
MAIN HOUSE(SF)
1603
I603
-
ADU(sF)
D
359
3S9
GARAGE(SF)
359
0
-
LOT SEZE(SF)
5750
5750
-
FAR
1992
1992
-
FAR MAX
2940 +400
Z940 +400
-
LOT COVERAGE(%)
35%
35%
-
OCCUPANCY AND 6( MARY LOT GALE, LATION:
OCGUPANGY GROtFS: R-3/U LOT SIZE: 57505F
TYPE OF CONSTRI,C,TION: V-B MAX FAR:
SPRINKLER: NO 32% x 57505E + MOOSE = 29405E
STORIES : ONE (1) MAX GARAGE: 4006E
N
VICINITY MAP (T
APPLICABLE CODES
I —
PROJECT 611ALL CONFORM TO THE PROVISIONS OF W W ALL APPLICABLE GORES, LAWS, ORDINANCES, RULES
AND REOILATIONS INCLUDING BUT NOT' LIMITED TO � W
THE FOLLOWING:
- ZOI6 OR
CALIFORNIA RESIDENTIAL GE Z O CD
- W16 CALIFORNIA BUILDING, MECHANICAL, j Z
PLU PIN6 AND ELECTRICAL CODES W W Q
- 2016 CALIFORNIA ENERGY GODS Lu � <
- 201(o CALIFORNIA GREEN BUILDING STANDARDS
GORE
SCOPE OF WORK
- CONVERT 359 EXISTING GARAGE TO ADU
04 0
llu
SHEET INDEX mo
A-0 COVER s11EET
A-1 SITE PLANS AND EXISTING MAIN Ha)5E
PLAN
A-2 FLOOR PLANS, ELEVATIONS AND SECTION A-4-,,,, DETAILS
AP-1 TREE IMAGES tiPNG N ��do
5-0 STRUCTURAL DETAIL v N 0
T24A ENERGY CALCULATION e M
T245 RESIDENTIAL MEASURE
6,61 CALGREEN �' o z o
C-ea CALGREEN `n,�,� + b z c
LEGEND
® RECESSED CEILING MOUNTED
HIGH EFFICACY LIGHT FIXTURE
CEILING MOUNW HIGH EFFICACY
LIGHT FIXTURE
WALL MOUNTED LIGHT- FIXTURE
AFCI PROTECTED DUPLEX RECEPTAaE
+15' TO < (U.O.N.)
DUPLEX RECEPTACLE WITH GROUND
G FI FAULT CIRCUIT INTERRUPTER
SINGLE POLE WALL SWITCH +46' (U.O.N)
THREE WAY WALL SWITCH +45" (U.O.N.)
3
MANUAL ON/ AUTO -OFF WAIL SWITCH
V +46 W / VACANCY SENSOR
CEILING MOUNTED FAN/ LIGHT GOM150,
EXHAUST FAN SWITCHED SEPARATELY.
SUPPLY REGISTER - CEILING MOUNTED
® RETURN AIR - CEILING MOUNTED
O IZOVAC HARDWIRED SMOKE
DETECTOR WITH BATTERY BACKUP
GO CARBON MONOXIDE ALARM AND
® SMOKE DETECToR COMBO
EXISTING WALL, DOOR AND WINDOW
TO REMAIN
N N NEW WAIL, DOOR AND WINDOW
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CITY OF BURLINGAME
CDID-PLANNING DIV.
i
PL 50.01'
LANDSCAPE
APN: ' 07-92.edwo
LOT 57506f
(E) TREE MAX PAR:
SEE 1/AP-1 329 x 57505E + 11006F =W 2940SF
MAX cvARA(f-: �OOSF
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.(f==) GONG
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STANLEY RD
PROPOSED SITE/PLOT PLAN
SCALE = 1/8" = 1'-0"
NO WORK ON (E) LANDSCAPE
I I'- A I '"
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6
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EXISTING FLOOR PLAN: MAIN HOUSE (NO WORK
SCALE = 1/4" = 1'-0"(REFERENCE ONLY)
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BATHROOM GENERAL NOTES
• WATER CLOSET TO BE 1.28 GAL./ FLUSH.
• WATER CLOSET SHALL HAVE A CLEARANCE
OF 30' WIDE, 15" O.G., AND 24" IN FRONT.
• SHOWERHEAD: k5 GPM MAX. AT SOPSI
• MULTIPLE SHOWERHEADS: COMBINED FLOW
RATE OF ALL SHOWERHEADS CONTROLLED BY
A SINGLE VALVE SHALL NOT EXCEED L GPM
@ 501751, OR ONLY ONE SHOWER OUTLET 15
TO BE IN OPERATION AT A TIME_
• FAUCETS: 1.2 GPM MAX_ AT GO PSI; O.S GPM
MIN. AT 20 PSI.
• BATHTUB, SHOWER FLOORS, AND WALL ABOVE
BATHTUBS WITH INSTALLED SHOWER HEADS
AND IN SHOWER COMPARTMENTS SHALL BE
FINISHED WITH A NONABSORBENT SURFACE.
SUCH WALL SURFACES SHALL EXTEND TO A
HEIGHT OF NOT LESS THAN 6 FEET ABOVE
THE FLOOR.
• FAN/LIGHT COM150 TO HAVE SEPARATE
SWITCHES.
• EXHAUST FAN TO HAVE MINIMUM 50CFM.
• EXHAUST FANS TO BE ENERGY STAR RATED
AND, UNLESS FUNCTIONING AS A WHOLE
HOUSE FAN, HUMIDITY CONTROLLED.
• GYP. BD. SHALL NOT BE USED WHERE THERE
WILL BE DIRECT EXPOSURE TO WATER, OR IN
AREAS SUBJECT TO CONT. HIGH HUMIDITY.
BATHROOM ELECTRICAL
NOTES
• FIRST SWITCH TO BE MANUAL -ON, AUTO -OFF
VACANCY -SENSOR SWITCH.
• PROVIDE AT LEAST ONE HIGH EFFICACY LIGHT
FIXTURE..
• ALL OTHER LIGHTS TO BE EITHER HIGH
EFFICACY OR CONTRO LEP BY A VACANCY
SENSOR.
• ALL -RECEPTACLES TO BE GFCI AND
TAMPER-RESISTENT (TR.) DUPLEX OUTLETS.
• BATHROOM RECEPTACLES TO BE SUPPLIED BY
DEDICATED 20 AMP BRANCH CIRCUIT PER CEG
210.11(6)(3). THIS CIRCUIT CANNOT SUPPLY
ANY OTHER RECEPTACLES, LIGHTS, FANS,
ETC. (EXCEPT WHERE THE CIRCUIT SUPPLIES
A 51N6)LE BATHROOM, OUTLETS FOR OTHER
EQUIPMENT WITHIN THE SAME BATHROOM
SHALL BE ALLOWED)
• PROJECT BASED ON
CONVENTIONAL CONSTRUCTION AS
SET FORTH IN CRC, R/oG'Z.103.2.
• $RACED WALL LINES SHALL NOT
BE SPACED MORE THAN 25 FEET
APART IN BOTH THE
LONGITUDINAL AND TRANSVERSE
DIRECTION. (NOT APPLICABLE TO
THIS PROJECT.)
• 151 C P WALL PANELS SHALL BE
LOCATED WITHIN S FEET OF
EACH CORNER OF THE BRACED
WALL LINE PER GRG R/vOZ.102.2.j.
• BRACED WALL LENGTHS SHALL
BE 4 FEET MIN. AND CONSIST
OF 3/5" MIN. PLYWOOD WITH 8 d
NAIL @ G" O.G. EDGE NAILING
AND 12" OL. FIELD NAILING PER
CRC TABLE (002.10A.
EXISTING S.O.G. TO REMAIN
4" CONC_ SLAP
W/ WELDED WIRE MESH
OVER 10 MIL VAPOR BARRIER OVER 2" SAND
OVER A!' GRAVEL
OVER UNDISTURBED SOIL, TYP.
THE MINIMUM BURIAL
DEPTH MUST BE 12" UNDER
UNDISTURBED GRADE
ALL EXISTING AND
NEW WALLS TO BE
2 x4 DF #2 @ O.G.
ROOF VENTILATION CALCULATIC
TOTAL ATTIC, AREA = 389 SF
TOTAL REQUIRED VENT AREA
449E SF / 150 = 2.59 SF (37.,
SQ IN)
UPPER VENT AREA = 187 SQ
MIN.
PROVIDE TWELVE (12) LINEAR
FEET OF IC, SQ IN PER LF MI
NET VENT AREA RIDGE VENT
x 12=114SQ IN.
TOTAL UPPER VENT AREA: 22-,
SQIN —>OK
LOWER VENT AREA = 1,57 SQ nv
MIN
EXISTING 2-14 X24" ATTIC, VENT
_ (672 SQIN -> OK
ir-4
0)�EX'S
TING/DEMO PLAN
SCALE = 1/4" = 1'-0"
FOUNDATION PLAN
4 SCALE = 1 /4" = 1'-0"
irk
IN
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ALL
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PROPOSED FLOOR PLAN EXISTING ROOF PLAN
SCALE = 1/4" = 1'-0" 3 SCALE = 1/4" =01"O CHANGE)
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SCALE = 1/4" = 1'-0" " SCALE = 1 /4" =
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PROPOSED LEFT ELEVATION
SCALE = 1/4" = 1'-0" V
(E) W4OSH
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EXISTING LEFT ELEVATION
SCALE = 1/4" = 1'-0"
EXISTING RIGHT ELEVATION
11 SCALE = 1/4" = 1'-0" (NO CHANGE)
RIDGE
(E) 2XG RAFTER
TO REMAIN
(E) 2X5 CEILING
JOIST
TOP PLATE 5-1"
TOP PLATE ('-S
(E) 2X4 WALL
STUD TO REMAIN-
2% SLOPE AWAY
FROM BUS ING
F.F. d-d'-
SECTION
13 SCALE
12
12 IN6LLATION
PER T24
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(N) 20(oOFX
SIDELIGHT
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6F(l1, WP, TR
PROPOSED FRONT ELEVATION
�J SCALE = 1/4" = 1'-0"
(E) 7970 DOOR TO
3„ $E REMOVED
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F1= dam"
(E) 14„X2-4„
ATTIC VENT
TO REMAIN
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...... - - - ATTIC VENT
TO REMAIN
12 12
12� ® Q 12
EXISTNG REAR ELEVATION
SCALE = 1/4'' = 1'-0" (NO CHANGE)
EXTERIOR LIGHTING NOTES
• ALL EXTERIOR LIGHTING TO BE HIGH EFFIDAGY.
• GONTROLLEU BY A MANUAL ON AND OFF SWITCH THAT DOES
NOT OVERRIDE TO ON THE AUTOMATIC, ACTIONS OF ITEMS
BELOW
• CONTRaLED BY PHOTOCELL AND MOTION SENSOR. CONTROLS
THAT OVERRIDE TO ON SHALL NOT BE ALLOWF-P UNLESS THE
OVERRIDE AUTOMATICALLY REACTIVATES THE MOTION 6EN60R
WITHIN (o HRS., OR.
• CONTROLLED BY ONE OF THE FOLLOWING METHODS:
I. PHOTODONTROL AND AUTOMATIC TIME SWITU-f CONTROL
2. ASTRONOMICAL TIME CLOCK
3. ENERGY MANAGEMENT CONTROL SYSTEM
NEW EXTERIOR LIGHTING SHALL BE SHIELDED AS TO NOT
PRODUCE GLARE ONTO THE PUBLIC RIGHTOF-WAY OR ADJOINING
PROPERTIES. ALL LUMINARIES SHALL MEET THE MOST RECENTLY
ADOPTED CRITERIA OF THE ILLUMINATING ENGINEERING SOCIETY
OF NORTH AMERICA (IESNA) FOR "GUT OFP(� OR fU-L OUT OFFS
LUMINARIES (SSFMC 20.300.008). LIGHTS SHALL BE PLACED TO
DEFL..EGT LIGHT AWAY FROM ADJACENT PROPERTIES/PUBLIC
STREETS AND SHALL NOT 6 A5T LIGHT ONTO A RESIDENTIAL
PROPERTY EXCEEDING ONE-HALF FOOT -DANDLE.
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APPLY ftV OF 6AU._KIN6 TO THE BACK
STARTING AT THE BOTTOM OF THE WALL(
ATTACH A FILL STRIP OF ASPHALT STURATED
ATTACH SILL STRIP 16 IN PLACE. ATTACH
SURFACES INTO THE ROUGH OPENING, WITH
SOLE PLATE), LAY WATER-RESISTANT PAPER
ROOFING PAPER AT LEAST T WIDE WITH
JAMB STRIPS (SIDE OF OPENING) AT LEAST
FLANGES OVER THE INSTALLED FLASHING
UNDER THE SILL STRIP. GUT ANT EXCESS
THE TOP EDGE EVEN WITH THE TOP EDGE
T WIDE WITH INSIDE EDGE OF WINDOW
FELT STRIPS. AFTER WINDOW IS PLACED,
WATER-RESISTANT PAPER THAT MAY EXTEND
Of THE ROUGH SILL EXTEND THIS SILL
OPENING. START JAMB STRIPS I" BELOW THE
INSTALL THE HEAD FLASHING OVER THE
ABOVE THE SILL FLAOE ON EACH SIDE OF
STRIP AT LEAST S" BEYOND THE EDGE OF
SILL STRIP AND EXTEND JAMB STRIPS 4"
WINDOW FLANGE. THIS IS ANOTHER STRIP OF
THE OPENING.(SHOWN IN DIAGRAM AS SHORT
THE ROUGH OPENING FOR WINDOW. ATTACH
ABOVE THE LOWER EDGE OF THE LINTEL
FELT AT LEAST T WIDE.
DASH LINES). INSTALL SUCCESSIVE GGURSES
FELT WITH GALVANIZED ROOFING NAILS OR
(TOP OF WINDOW OPENING)
OF WATER-RESISTANT PAPE.R(B,G,ECT.) OVER
RUST RESISTANT STAPLES
JAMB AND HEAD FLANGES IN 511IN6LE-15OARD
FASHION.
PROVIDE FLASHING IF ALL EXTERIOR OPENINGS
EXPOSED TO WEATHER TO MAKE THEM WATERPROOF SINGE CBC DOES NOT OUTLINE PROCEDURES
FOR WINDOW FLASHING, TEGHNIgES SHOWN HERE ARE RECOMMENDED. USE 1". ASPHALT
SATURATED FELT WHENEVER POSSIBLE FOR FLASHING MATERIAL CAUJ-C BACK OF WINDOW FRAMES
BEFORE SETTING. USE WINDOW THAT ARE WATERTIGHT.
LINE WIRE, WHEN USED AS BACKING TO SUPPORT WATER RESISTANT BUILDING PAPER OR FELT BENEATH LATH FOR STUCCO, SHOU.D BE INSTALLED
AC60RPINO TO INDUSTRY AND PRACTICE. NO
ATTACHMENT DEVICES NOR THE WIRE BACKING
SHOUT COVER OR PENETRATE FLASHING MATERIAL
PERIPHERAL FLASHING AT ALL EDGES OF WAIL
OPENING MUST COVER WIRE BACKING.
TYPICAL WINDOW FLASHING DETIAL
SCALE = 1" = 1'-0"
ASPHALT SHINGLE ROOFING TO MATCH (E),OVER UNDERLAYMENT
TO COMPLY WITH ASTM MU, DI970, D4565 AND D(o757. GLASS B MIN
2 LAYERS OF GRADE "D" BUILDING PAPER
OVER 1/2" PLYWOOD SHEATHING,
OVER RADIANT BARRIER
2X f5L-OCKING W/ 2"
PIA. VENT HOLES
A35 CLIP @ 24" OL.
BUILDING PAPER
OVER GUTTER
FASCIA GUTTER
2X SHAPED FASCIA
SHAPED 2x RAFTER/ OUTRIGGER
3/4" FIBER CEMENT SIDING FINISH,
STYLE AND COLOR TO MATCH (E)
OVER 2 LAYERS OF GRADE „D„
BUILDING PAPER
I/2" CDX PLYWD NAIL WITH SD NAILS
@ (a" O.G. ALL EDGES
AND 12' O.G. FIELD INTO WALL STUDS
ROOFING CLASSIFICATION AND COVERING TO BE IN
ACCORDANCE W/ CRC RWZ AND R505.
WEATHER PROTECTION IN ACCORDANCE W/ CRC RW0 l
ROOF SLOPE IN ACCORDANCE W/ CRC R905
12
�, p,l.
Og. BATT INSULATION
tiX �- SEE T-24
2X DF #2 CEILING JOISTS @ 2 !' O.G.
MIN 1/2 " 6EILIN6 GYP. BD., TYP.
2X DF #2 WALL STUDS @ 1(" O.G.
5/15 " GYP. f5D, TYP..
f5ATT INSULATION
SEE r-24
EAVE DETAIL AND EXTERIOR DETAIL
SCALE = 1" = 1'-0"
T P
EXTERIOR FINISHES FIBER CEMENT SIDING, g' IA X I2" AB @ 32' OG
2X PT COLOR AND STYLE TO MATCH EXISTING P
2 LAYERS OF GRADE D BLD6 PAPER SILL
PLYWD SHEATHING - �' TYPE CDX GYP BD
5/6" o x W' GALV. A.B. @ h" O' O4, MAX. 4„ CONG SLAB WITH F'G
W / 3" x V' x 1/4" PLATE WA51 ER AND NUT A!' 12' 2500 PSF IN 28 DAYS
FROM TTHE END5 OF EACH PIECE OF 51LL PLATE. Irl
o �
yl-
l-" +d-d' FINISH LEVEL SAND
4" GRAVEL
#+ GONT. HORIZONTAL REBAR TO M IN5TAL EP WITHIN
12 INCHES FROM THE TOP OF THE STEM WALL 10 MIL VAPOR BARRIER
#h CONT. HORIZONTAL_ REBAR TO PE LOCATED
3-4 INOFES FROM THE BOTTOM OF THE FOOTING -'
12' FOOTING
TYPICAL SLAB�ON GRAD�ED ETAIL
3 SCALE
RIDGE VENT, INSTALLED PER Mff R., SEE
4/A-1 FOR GALG.
METAL STRAP STaWo @ I"—d' O.C.
ZX RIDGE BOARD (4X BEAM @ VAULTED CL6)
LSSU 212 HANGER
ZX DF #2
2-4„
TYPICAL RIDGE DETAIL
4 SCALE = 1" = 1'-0"
DBL TOP PLATE
2X STU? @ 1(" OC
yi " GYP BD
CEMENT BOARD @ TILE WALL;
MOISTURE RESISTANT GYP 15P
@ BATHROOM / POWDER RM
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zzC
C
L L
bb b
5/5" GYP BD
Zx4 WOOD STUD @ W, OL.
5/8" GYP. BD.
1 TYP. INTERIOR 2x WALL DETAIL
SCALE = 1 " = 1'-0"
DEMENT FIBER SIDING TO MATCH (E)
DBL. "'D" BUILDING PAPER
1/2" CDX PLYWOOD WITH IOd NAILS
@ (" OG ." EDGE AND IZ" OL. FIELD
Z x( WOOD STUD @ I (o" OL.
W/ INSU.ATION PER T24
5/S" GYP. W. TO MATCH (E)
R � TYP. EXTERIOR 2x6 WALL DETAIL
V J SCALE = 1 " = 1'-0"
PAINTED CHINA GAP - MATCH (E)
VENT
MTL FLASHING
ROOF CEMENT OR SEALANT AT
PENETRATION r0 MEMBRANE
XN6TION
SET FLANGE IN ROOF CEMENT
-PRIME FLANGE BEFORE
STRIPPING
VENT THRU ROOF
A)9 SCALE = 3" = 1'-0"
CERAMIC TILE 15Y OWNER
I/2" INTERIOR
CEMENTITOUS BOARD
@ BATH AREA, 72'
ABOVE DRAIN MIN.
CEMENTITIOUs TAPE
SUPPORT FRAMING FOR
ATTACHMENT OF FIXTURES
2X WOOD STIRS
@ 1 G" OL.
TOP OF INTERIOR PARTITION
AIR REGISTER
DOOR AS SPECIFIED C
THERMOSTAT
LIGHT SWITCH: DOTTED LINE
INDICATES LOCATION OF
0 LARGER PLATE IF NEEDED
FOR MORE SWITCHES
HARDWARE SET AS
SCHEDULED
SPACE
�— CONVENIENCE WALL OUTLET IN6 MATERIAL
WALL TELEPHONE OUTLET OOP SILL
l— FLOOR SLAB
�T
TYPICAL FLOOR MOUNTING DETAIL
SCALE = 1 /2" = 1'-0"
ROOFING 0/
UNDERLAYMEN i
7/5" TWO —GOAT DEMENT PLASTER
DAL. "P" I�UILDINO PAPER
1/2-" GDX PLYWOOD WITH IOd NAILS
@ (o" O.G." EDGE AND 1V O.G. FIELD
2 x4 WOOD STUD @ I6" OL-
W/ R-13 BAIT INSLLATION
5/8" GYP. BD.
TYP. ABWP DETAIL
CSCALE = 1 " = 1'-0"
ENT FIBER SIDING TO NIATCh (E)
/2" PROPRIETARY CEMENTITIOUS
BACKER UNITS APPLIED PARALLEL OR AT
RIGHT ANGLES TO STUD WFFH I-5/5"
LONG CORROSION RESISTANT SCREWS
BUILDING PAPER
CDX PLYWOOD WITH IOd NAILS @
OL" EDGE AND 1V OL. FIELD
x4 WOOD STUD @ I6" O.G. W/ R-1.5
l L RI319 1ATT INSi I ATION
CAA# WP8131 /8„ ��
1-HR FIRE RATED EXTERIOR WALL
SCALE = 1" = V-0"
ci 6-
T /
C? `'I�PNG cm N �d0
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SOFT METAL PIPE BASHING
(DOLOR: MATCH (E))
TOP OF FLASHING
o
GAPPED OR ROLLED
INTO PIPE I"
E
PLLNf 5lN6 VENT STACK
MTL FLASHING
ROOF CEMENT OR SEALANT
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AT PENETRATION TO
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MEMBRANE JUNCTION
X `
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rl SET FLANGE IN ROOF CEMENT -
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PRIME FLANGE BEFORE STRIPPING
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ROOFING 0/
UNDERLAYMENT
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-
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PLUMBING VENT THRU ROO
1 O SCALE = 3"
IN PAINTED AREAS, USE A JOINT
TREATMENT SYSTEM AND SEALER
FOR FINISHING CEMENTITOUS BOARD
`TO GEMENTITOUS BOARD AND
CEMNTITGUS BOARD TO GYPSUM
BOARD,
IN TILED AREAS, TREAT
CE1vENTITIOUS BOARD TO
CENENTITIAUS BOARD AND
GEMENTITOUS BOARD TO
GYPSUM BOARD JOINTS
BY EMBEDDING ALWAYS
GE�vENTITI0U5 TAPE IN
TLE SETTING MATERIAL NEUTRAL IS
ALWAYS
C ON TOP
C-
GFIC/AFIG RECEPTACLE SIM
PROVIDE MARKING ABOUT BRANCH CIRCUIT
NUMBER AT BACKSIDE OF COVER PLATE
8)POWER RECEPTACLE
—SCALE = 3" = 1'-0"
SEE FLUOR PLAN /
INTERIOR ELEVATION FOR
WALL MEle fT
TYPICAL BATHROOM WALL DETIAL
SCALE = NTS
AT TOP POSITION
JOINT
W/ 6L.UE AT CORNER
WOOD WALL BASE DETAIL
SCALE = 3" = 1'-0"
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JOIST OR BLKG.
U FLOOR JOIST
ZX BLKG.
PER PLAN
(°
°
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SILL PL�A
NAILS
2X BLJCG.
@ W, O-6.
@ 32" O.G.
°
° °
I
(
PER
5/8 TYPE 'X'
I/2" MIN TYPE
..:.
I
I
6YP. BOARD
'X' GYP. BO
15 " 51DE5
ON BOTH SIDES
::
-
(2) - 2X TOP
(2) - 2X TOP
•
PLATE
PLATE -
CLIP PER
PERPENDIGU-AR
I/2" MIN TYPE
'X' GYP. BOARD
1/2' MIN TYPE
FLOOR TO FLOOR
E.N.
PLAN AND
TO JOIST
ON 130i1-t SIDES
'X' SYp.
CONNECTION PER
°. °
----
-
SCHERI,�E
-- ----
2x� OR 2x6
3X P.TDF.
w/PowER
ON BOTH S1DES -
PLAN
- -
- - -
-
- -
- -
-�„OL
- -
-
STLDS @W, OL.
DRIVEN NAIL @
-�
I
I
f1ARDWOOD
PLO
TOP PLATe
2x 13L-c6.
3 x BL.KG. @ ALL
°
I
I
I
I
(
GONG
@ 32" OG.
PLYWOOD JOINTS,
-
-• -
SLAP ON GRADE
PARALLEL TO JOIST
.-
_-•
•-
•
• _-
• •-
. _
_- • •
PROVIDE E.N. TYP.
-
-
•
-
- •
• - •- -.
-.
__
-
.
- •
- .
°°�
INTERIOR
WALL
SECTION
EN @ JOINT
HOLD�OWN
POST, PER PLAN
(STAGER)
SCALE = N.T.S.
_ -
F.N.
•I I•I I•. I • •
PLYWOOD JOINT
E.N. I I/2" MIN. I /
HDR. PER PLAN,
• PROVIDE �� •
STRAP PER I I DISTAN . NAIL TYP.
LENOTH I 'I ('I I' I .
JOINT STUD,
PERFORATED I I I PER SHEAR
SHEAR WALL • • • • • WALL SCHED. EDGE NAIL TYP. ' •
STUD, PER PLAN • • •
• .I I.I ••
II I\ I
.
I
HOLD-DOWI..I
ANCHOR, PER PLAN ''
• ..i •. 0 0
SILL PLATE
ER SCHEDU E U - -L
. . . • . . • •• 0 - • • • .
PER PLAN
ANCHOR OR POST E.N. @ SILL PLATE
INSTALLED ANCHOR (STAGGER) ANCHOR DOLT PER ` PLAN
PER PLAN NOTES:
1. FOR ITEMS NOT NOTED, SEE PLAN & SHEAR WALL SCHEDULE 4• FIELD NAILING (FN.) @ IV' U.O.N.
2. MINIMUM PANEL DIMENSION IS 2'-d' 5. [3x] SOLID BIJ<0. @ HORIZ. JOINTS
3. USE PULL SIZE PANELS WHERE POSSIBI-.E
�\ T\/M nl Ir A r9 A AIM ran A nr \AIA I I nr7-rA II
�.SCALE = N.T.S.
2-I6d TO EA. MEMf5ER OF QUILT -UP
f5EAM PER PLAN W/
HEADER (20d @ 3x STUDS). HUG
A34 CLIP, EA. SIDE
HANGER @ 4 x & lox MEMBERS
OF BM., TYP.
LAP PLATES & 2-I6 d FACE
CRIPPLE POST
NAILS @ CORNER5 AND
PER PLAN
INTERSECTIONS
2--Wad LOWER PLATE
TO EA. STLD
3 STUDS M IN. @
CORNERS &
�' '�
INTERSECTIONS
3-16d ACE NAIL AT
DBL 5TUD5 @
�. S
OPENINGS LARGER
L
THAN 4'-d' U.O.N.
V NOM. CRIPPLE TYP. 2-2"
HEAPER
NOM. CRIPPLES AT OPENINGS
LARGER THAN 6'-d'
10
A34 CLIP EA, SIDE OF
POST, U.O.N., T&B OF
POST
2 x FOUNDATION
REDWOOD OR
PRESSURE TREATED
4-I0d TOE NAILS
A35 TYP�
TN.
DOUGLAS FIR SILL OVER 16d 24" OC. @ Zx
CONCRETE, TYP. 20d 2 ! O @ 3X
8"
MIN. I/2" GROUT BED
REL�P
UNDER ALL WALLS
WHERE
JNL
CONC. 15 NOT LEVEL FOR
FULL BEARING OF
SILL
PLATE
9" MAX.
5/6'% GALV. HOOKED A.B'S @ 46'
9 MIN. EMBED
"
4MIN.
O.G. MAX.
MIN. 2 PER PIECE
SPACING
@ SHEAR WALL PER PLAN
END OF SILL OR
SILL SPLICE OR
HOLE EXCEEDING
CONCRETE FLOOR OR CURB CONDITION
01 SILL WIDTH
(BEARING
WALL - PLYWOOD SHEATHING)
��� TYP.
STUD WALL
DETAI L
SCALE = N.T.S.
6616 STRAP, AT DBL.
TOP PL. SPLICE
HDR. PER PLAN
- SPLICE TOP PLATE ONLY
OVER STUD SIaTPORTS
LAP PLATES 48' MIN. W/ (16) 16d
-�, I SINKER NAILS EA. SIDE
2-Woc
END
NAIL
OR 2-
TOE
AILS I
END
2 X
LL, (2)
SILL
@ XENINO
LAR
R THAN
4'-d'
IN.
M
2-I6d END NAILS o.157 HILTI POWER DRIVEN PI S
NAILS @
ORS @ EA. TOE (MIN. I I/2" EMBED INTO CONC.)
ICC REPORT NO. 2269 @ 16" O.G.
STD MAX. MIN. 3 PINS PER PIECE
CONCRETE FLOOR OR CURB CONDITION
(NON -BEARING WALL )
i r i
2 x i3LKO. ABOVE
BEARING WALLS
SEE NAILING
SCHEDULE FOR
ATTACHMENT OF
JOIST & BLOCKING
AT BEARING WALLS
MIN. 2x4 / Z0 STUDS
@ 16" O.G. MAX. TYP.
AT BEARING & SHEAR
WALLS U.O.N. ON
PLANS SAD. FOR
SIZE OF NON -
BEARING WALLS
2x SILL PLATE @
WOOD FLOOR
CONDITION
I6d @ 16" O.t%. TO
JOIST OR N-OCKING
@ NON -HEARING
WALLS
WALL &
POST
WALL &
POST
HOEDOWN
POST
HOEDOWN AT
PLATE
SHEAR PLY
POST
EN.
WALL &
POST
INSTALL INTER-
SECTING WALL
AFTER SHEAR PLY
15 INSTALLED
CONDITION - B
CONDITION - C.
CONDITION - D
CRC 2016 TABLE R602.3(1) FASTENING SCHEDULE
2X DOOR ,J015T ITEM DESCRIPTION OF BUILDING ELEMENTS NRUMoBER AND TYPE OF FASTENER" ' ° SPACING AND LOCATION z
@ Ilo O.G. w Z
1 Blocking between ceiling joists or rafters to top plate 4-8d box (2 �' x 0.113") or Toe nail G W
(3) - ItaD @ EA( I 3-8d common (2 J" x 0.131 ") or c
SIDE TYP, 3-10d box (3" x 0.128") or 0-
ZXt� OR
c
„ 2 Ceiling joists to top plate 3-3" x 0.131"nails Per joist, toe nail O W
ZX6 `J
ST P @11; 0.6. Ceiling joists not attached to parallel rafter, laps over 4-1Od box (3" x 0.128") or _ W Q
3 partitions [see Sections R802.3.1, R802.3.2 and Table 3-16d common (3 J" x 0.162") or Face nail (n > Z
R802.5.1(9)] 4-3" x 0.131" nails W W Q
Ceiling joists attached to parallel rafter (heel joist), Q Q
4 Table R802.5.1(9) Face nail
[see Sections R802.3.1, R802.3.2 and Table R802.5.1(9)]
4-10d box (3" x 0.128") or
5 Collar tie to rafter, face nail or 1 {" x 20 ga. ridge strap to 3-1 Od common (3" x 0.148") or Face nail each rafter
rafter
4-3" x 0.131" nails
3-16d box (3 J" x 0.135") or
6 Rafter or roof truss to plate 3-1 Od common (3" x 0.148") or 2 toe nails on one side and 1 toe nail on
4-10d box (3" x 0.128") or opposite side of each rafter or truss'
fix,
IW @ EACH4-3" x 0.131" nails
SIDE TYP, 4-16d box (3 J" x 0.135") or
FLOOR J015T 3-10d common (3 J" x 0.148") or
Toe nail
@ I6" O.G. 4-10d box (3" x 0.128") or
7
Roof rafters to ridge, valley or hip rafters or roof rafter to 4-3" x 0.131" nails
minimum 2' ridge beam 3-16d box (3 �" x 0.135") or
2-16d common (3 }" x 0.162") or End nail
3-10d box (3" x 0.128") or
3-3" x 0.131" nails
Wall
al common (3 " x 0.162") 24" o.c. face nail
EN. 8 Stud to stud (not at braced wall panels) IOd box (3" x 0.128") or 16" o.c. face nail
3" x 0.131" nails
S d @I d'��- 16d common (3 J" x 0.162") 16" o.c. face nail
Stud to stud and abutting studs at intersecting wall comers G 6'
9 16d box (3 � x 0.135") or '�� G
(at braced wall panels) 12" o.c. face nail QN N N d
3" x 0.131" nails Z` '�. C7 , O
16d common (3 J" x 0.162") 16" o.c. each edge face nail � Z J
10 Built-up header (' to _" header «ith }" spacer) Q E- C\Ice) IQ
16d box (3 J" x 0.135") 12" o.c. each edge face nail U) U to U
5-8d box (2 J" x 0.113") or " p z O
2 X TRIMMER 1 1 Continuous header to stud 4-8d common (2 �' x 0.131 ") or Toe nail + Z LU l`
4-10d box (3" x 0.128") �•�0� b P
16d common (3 J" x 0.162") 16" o.c. face nail 7
P06T 12 Top plate to top plate 1 Od box (3" x 0.128") or 11
SHEAR PLY
EN.
SHEAR PLY
-Y
Ix OR 3x
POST
2x OR 3X
SPACING TO
1 SHEAR PANEL
NAILING
3" x 0.131" nails
12 o.c. face nail
8-16d common (3 J" x 0.162") or
Double top plate splice SDCs A-D2 with seismic braced
12-16d box (3 J" x 0.135") or
wall line spacing' 25'
12-1Od box (3" x 0.128") or
Face nail on each side of end joint
13
12-3" x 0.131" nails
(minimum 24" lap splice length each
side of end joint)
Double top plate splice SDCs DO, D1, or D2;
12-16d (3 Z" x 0.135")
and braced wall line spacing'_ 25'
0
U
16d common (3 J" x 0.162")
16" o.c. face nail
14
Bottom plate to joist, rim joist, band joist or blocking
16d box (3 4' x 0.135") or
(not at braced wall panels)
3" x 0.131" nails
12" o.c. face nail
tto
@J
2-16d common (3 J" x 0.162")
2 each 16" o.c. face nail
00
15
Bottom plate to joist, rim joist, band joist or blocking
3-16d box (3 f x 0.135") or
3 each 16" o.c. face nail
M
C9 ni
(at braced wall panels)
4-3" x 0.131" nails
4 each 16" o.c. face nail
Z X
x
v
M
4-8d box (2 }" x 0.113") or
3-16d box (3 �' x 0.135") or
w N
4-8d common (2 J" x 0.131 ") or
Toe nail
Q00
4-10d box (3" x 0.128") or
U 00
16
Top or bottom plate to stud
4-3" x 0.131" nails
z o
<
2-16d common (3 " x 0.162") or
LU
Z Z 0-
3-16d box (3 " x 0.135") or
0 w
3-1 Od box (3" x 0.128") or
End nail
U O It
3-3" x 0.131" nails
0
3-1 Od box (3" x 0.128") or
17
Top plates, laps at comers and intersections
2-16d common (3 2" x 0.162") or
Face nail
o
3-3" x 0.131" nails
n
0
0
2-8d common (2 J" x 0.131") or
3-8d box (2 �" x 0.113") or
18
I' brace to each stud and plate
2-1 Od box (3" x 0.128") or
Face nail
2 staples 1 4"
2-8d common (2 J" x 0.131 ") or
3-8d box (2 }" x 0.113") or
19
1" x 6" sheathing to each bearing
2-1 Od box (3" x 0.128") or
Face nail
2 staples 1" crown, 16 ga., 1 {" long
3-8d common (2 J" x 0.131") or
3-8d box (2 J" x 0.113") or
3-1 Od box (3" x 0.128") or
Face nail
3 staples 1" crown, 16 ga., 14" long
20
1" x 8" and wider sheathing to each bearing
tri
Wider than 1" x 8"
3-8d common (2 J" x 0.131 ") or
Z
4-8d box (2 J" x 0.113") or
Face nail
0 Z
3-1 Od box (3" x 0.128") or
Ln O
4 staples 1" crown, 16 ga., 1 ill long
> N
L U,
Floor
3-8d common (2 J" x 0.131") or
LU
21
Joist to sill, top plate or girder
4-8d box (2 �' x 0.113") or
Toe nail
3-1 Od box (3" x 0.128") or
2
3-3" x 0.131" nails
<(
8d box (2 J" x 0.113")
4" o.c. toe nail
Rim joist, band joist or blocking to sill or top plate
8d common (2 J" x 0.131") or
22
(roof applications also)
10d box (3" x 0.128") or
6" o.c. toe nail
J
p[
3" x 0.131" nails
tb
2-8d common (2 J" x 0.131 ") or
23
I" x 6" subfloor or less to each joist
3-8d box (2 J" x 0.113") or
Face nail
0
3-1 Od box (3" x 0.128") or
2 staples, 1" crown, 16 ga., 14" long
J
Z
24
2' subfloor to joist or girder
3-16d box (3 f" x 0.135") or
Blind and face nail
2-16d common (3 }" x 0.162")
to
3-16d box (3 f" x 0.135") or
�
2"
2' planks (plank & beam - floor & roof)
P � �
2-16d common (3 }" x 0.162")
At each bearing, nail
g
O00
W
z c-t
Q
3-16d common (3" x 0.162") or
26
Band or r® joist to joist
4-1Od box (3" x 0.128") or
End nail
4-3" x 0.131" nails or
O
4-3" x 14 ga. staples,.Z.'. crown
^
Nail layer follows: 32"
20d common (4" x 0.192") or
each as o.c. at top
and bottom and staggered
v,
1 Od box (3" x 0.128") or
24" o.c. face nail at top and bottom
HOLDOWN
3" x 0.131" nails
staggered on opposite sides
U
27
Built-up girders and beams. 2-inch lumber layers
And:
WHERE OCCURS
2-20d common (4" x 0.192") or
3-10d box (3" x 0.128") or
Face nail at each end and at each splice
I _
U
3-3" x 0.131" nails
3-16d common (3 J' x 0.162") or
'i
28
Ledger stop supporting Jouti or ratters
4-16d box (3 �" x 0.135") or
4-10d box (3" x 0.128") or
At each joist or rafter, face nail
L
-
4-3" x 0.131" nails
O
29
Bndgingto joist
2-10d box 0.128")
Each end, toe nail
(3" x
NUMBER AND TYPE
SPACING AND LOCATION
V
' -)
�/ J
Edges h
(inches)
Intermediate " e
Su orts (inches)
ITEM
DESCRIPTION OF BUtLDiNG ELEMENTS
OF FASTENERa• b. .
CONDITION - E
E.N. W/ 2.x OR 3 x STIR
WHERE SHEAR PANEL
OCCURS @ ��ROc-�5 WALL
I6 d @ SPACING TO
MATCH SHEAR PANEL
EDGE NAIL-ING
PP
:
Q
Q
U
W
0
t1
J
LU W
7
L
1-
LU
n
N v
Woad strtacWral pantos, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing
[see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing]
30
� �
6d common (2" x 0.113") nail (subfloor, wall)'
8d common (2 �" x 0.131") nail (roof)
6
12 f
31
' -1"
8d common (2 2" x 0.131 ") nail
6
12 f
3-
1 {' -1 {"
1 Od common (3" x 0.148") nail or
8d (2:" x 0.131 ") deformed nail
6
12
Other wall sheathings
33
j' structural celtubyc fiberboard sheathing
.
1 }" galvanized roofing nail, fZ" head diameter,
or I" crown staple 16 ga., 1 �" long
3
6
3-t
� structural cellulosic fiberboard sheathing
14" gah anized roofing nail, i" head diameter,
3
6
PLAN SECTIONS AT WOOD POST
D SCALE = N.T.S.
or 1" crown staple 16 ga., l 4" long
MM
0)
O
O
1 }" galvanized roofing nail; staple galvanized,
�p sure shearlu�°
1 #" long: 14' screws, Type W or S
7
7
�
N
N
00
p� O
I }" gal%anized roofing nail; staple galvanized,
36
i gypsum
1 -" long. 1 f" screws, Type W or S
7
7
rLu
p
m '
Wood structural panels, combination subfloor underlayment to framing
and less
6d deformed (2" x 0.120") nail or
8d common (2 #" x 0.131 ") nail
6
12
Z
co
8
8d deformed (2 J" x 0.120") nail or
6
12
1-
1
8d common (2 z" x 0.131 ") nail
m
W
N
LLJ
W
��
1 1 4
Sd deformed (2 J" x 0.120") nail or
6
12
0
0
`
1Od common (3" x 0.148") nail
N
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: 118 Stanley ADU Calculation Date/Time: 14:55, Thu, Oct 24, 2019
Calculation Description: Title 24 Analysis Input File Name: 118_Stanley_ADU.ribdl6
CF1 R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Page 1 of 6 Project Name: 118 Stanley ADU Calculation DatelTime: 14:55, Thu, Oct 24, 2019
Calculation Description: Title 24 Analysis Input File Name: 118_Stanley_ADU.ribdl6
GENERAL INFORMATION
01
Project Name
118 Stanley ADU
02
Calculation Description
Title 24 Analysis
03
Project Location
118 Stanley Rd
04
City
Burlingame, CA
05
Standards Version
Compliance 2017
06
Zip Code
94010
07
Compliance Manager Version
BEMCmpMgr 2016.3.1 (1149)
08
Climate Zone
CZ3
09
Software Version
CBECC-Res 2016.3.1 (1019)
10
Building Type
Single Family
11
Front Orientation (deg/Cardinal)
230
12
Project Scope
Newly Constructed (Addition Alone)
13
Number of Dwelling Units
1
14
Total Cond. Floor Area (ft2)
389
15
Number of Zones
1
16
Slab Area (ft)
389
17
Number of Stories
1
18
Addition Cond. Floor Area(ft2)
389
19
Natural Gas Available
Yes
20
Addition Slab Area (ft)
389
21
Glazing Percentage (%)
12.3%
ADDITION ALONE PROJECT ANALYSIS PARAMETERS
01
02
03
04
05
06
Existing Area (excl. new addition) (ft)
Addition Area (excl. existing) (ft)
Total Area
Existing Bedrooms
Addition Bedrooms
Total Bedrooms
0
389
389
0
1
1
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building DOES NOT require HERS Verification
ENERGY USE SUMMARY
04
05
06
07
08
Energy Use (kTDV/ft2-yr)
Standard Design
Proposed Design
Compliance Margin
Percent Improvement
Space Heating
9.01
12.10
-3.09
-34.3%
Space Cooling
2.51
4.03
-1.52
-60.6%
IAQ Ventilation
0.00
0.00
0.00
0.0%
Water Heating
33.65
28.75
4,90
14.6%
Photovoltaic Offset
----
0,00
0.00
----
Compliance Energy Total
45A7
44,88
0.29
0.6%
Registration Number: Registration Date/Time:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: 118 Stanley ADU Calculation DatelTime: 14:55, Thu, Oct 24, 2019
Calculation Description: Title 24 Analysis Input File Name: 118_Stanley_ADU.ribdl6
HERS Provider:
Report Generated at: 2019-10-24 14:55:50
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
NO SPECIAL FEATURES REQUIRED
HERS FEATURE SUMMARY
CF1R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Page 2 of 6 Project Name: 118 Stanley ADU Calculation DatelTime: 14:55, Thu, Oct 24, 2019
Calculation Description: Title 24 Analysis Input File Name: 118_Stanley_ADU.ribdl6
The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is
provided in the building components tables below.
Building -level Verifications:
• -- None --
Cooling System Verifications:
• -- None --
HVAC Distribution System Verifications:
• -- None --
Domestic Hot Water System Verifications:
• --None --
ZONE INFORMATION
01
02
03
04
05
06
07
Zone Name
Zone Type
HVAC System Name
Zone Floor Area
(ft)
Avg. Ceiling
Height
Water Heating System 1
Water Heating System 2
Addition
Conditioned
HVAC new
389
8
DHW new
n/a
OPAQUE SURFACES
01
02
03
04
05
06
07
08
09
Name
Zone
Construction
Azimuth
Orientation
Gross Area
(ft2)
Window & Door
Area (ft2)
Tilt (deg)
Wall
Exception
Add Wall F
Addition
Wall new
230
Front
90
32
90
Extension
Add Wall L
Addition
Wall new
320
Left
272
36
90
Extension
Add Wail B
Addition
Wall new
50
Back
90
0
90
Extension
Add Wail R
Addition
Wall new
140
Right
272
0
90
Extension
Ceiling n
Add t or
Ceiling attic new
n/a
n/a
389
n/a
n/a
n/a
ATTIC
01
02
03
04
05
06
07
08
Name
Construction
Type
Roof Rise
Roof Reflectance
Roof Emittance
Radiant Barrier
Cool Roof
Attic
Asphalt Shingle
Ventilated
12
0.1
0.85
No
No
Registration Number: Registration DateMme:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149
CF1R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Page 4 of 6 Project Name: 118 Stanley ADU Calculation Date/Time: 14:55, Thu, Oct 24, 2019
Calculation Description: Title 24 Analysis Input File Name: 118_Stanley_ADU.ribd16
BUILDING ENVELOPE - HERS VERIFICATION
01
02
03
04
Quality Insulation Installation (QII)
Quality Installation of Spray Foam Insulation
Building Envelope Air Leakage
CFM50
Not Required
Not Required
Not Required
n/a
WATER HEATING SYSTEMS
01
02
03
04
05
06
07
Name
System Type
Distribution Type
Water Heater
Number of Heaters
Solar Fraction I%)
Status
DHW new
DHW
Standard
Tank -less (1)
1
n/a
New
WATER HEATERS
01
02
03
04
05
06
07
08
09
10
11
12
Input Rating /
Tank
Standby
Heater
Tank
Uniform Energy
Pilot /
Insulation
Loss /
First Hour
NEEA Heat Pump
Tank Location
Element
Number
Volume
Factor / Energy
Thermal
R-value
Recovery
Rating /
Brand / Model I
or Ambient
Name
Type
Tank Type
of Units
(gal)
Factor / Efficiency
Efficiency
(Int/Ext)
Eff
Flow Rate
Other
Condition
Consumer
Tank -less
Gas
Instantaneous
1
0
0.93 UEF
<= 200 kBtu/hr
R-0/R-0
n/a
8 GPM
nia
n/a
(UEF)
SPACE CONDITIONING SYSTEMS
01
02
03
04
05
06
07
SC Sys Name
System Type
Heating Unit Name
Cooling Unit Name
Fan Name
Distribution Name
Status
HVAC new
Heat Pump Heating and
Cooling System
Heat Pump n
Heat Pump n
- none -
- none -
New
HVAC - HEAT PUMPS
01
02
03
04
05
06
07
1 08
09
10
11
Name
System
Type
Number of
Units
Heating
Cooling
Zonally
Controlled
Compressor
Type
HERS
Verification
HSPFICOP
Cap 47
Cap 17
SEER
EER
Heat Pump n
DuctlessMiniSplitHeatPump
1
8.2
12000
9000
14
11.7
Not Zonal
Single Speed
Heat Pump n-hers-cool
HVAC COOLING - HERS VERIFICATION
01
02
03
04
05
06
Name
Verified Airflow
Airflow Target
Verified EER
Verified SEER
Verified Refrigerant
Charge
Heat Pump n-hers-cool
Not Required
n/a
Not Required
Not Required
Not Required
Registration Number: Registration Date/Time:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149
HERS Provider:
Report Generated at: 2019-10-24 14:55:50
HERS Provider:
Report Generated at: 2019-10-24 14:55:50
CF1 R-PRF-01
Page 3 of 6
FENESTRATION I GLAZING
01
02
03
04
05
06
07
08
09
10
Name
Type
Surface (Orientation -Azimuth)
Width (ft)
Height
(ft)
Multiplier
Area
(ft2)
U-factor
SHGC
Exterior Shading
Wind-n
Window
Add Wall F (Front-230)
2.0
6.0
1
12.0
0.32
0,67
Insect Screen (default)
Wind-n-2
Window
Add Wall L (Left-320)
3.0
4.0
1
12.0
0.32
0.67
Insect Screen (default)
Wind -default
Window
Add Wall L (Left-320)
4.0
4.0
1
16.0
0.58
0.65
Insect Screen (default)
Wind-default-2
Window
Add Wall L (Left-320)
2.0
4.0
1
8.0
0.58
0,65
Insect Screen (default)
OPAQUE DOORS
01
02
03
04
Name
Side of Building
Area (ft2)
U-factor
Entry-n
Add Wall F
20.0
0.50
OPAQUE SURFACE CONSTRUCTIONS
01
02
03
04
05
06
07
Total Cavity
Winter Design
Construction Name
Surface Type
Construction Type
Framing
R-value
U-factor
Assembly Layers
Cavity / Frame: no insul. / 2x6
• Roof Deck: Wood Siding/sheathing/decking
Asphalt Shingle
Attic Roofs
Wood Framed Ceiling
2x6 @ 24 in. O.C.
none
0.640
Roofing: Light Roof (Asphalt Shingle)
• Inside Finish: Gypsum Board
• Cavity / Frame: R- 15 / 2x4
Sheathing / Insulation: Wood
Sidinglsheathing/decking
• Exterior Finish: Wood
Wall new
Exterior Walls
Wood Framed Wall
2x4 @ 16 in. O.C.
R 15
0.083
Siding/sheathing/decking
• Inside Finish: Gypsum Board
Ceilings (below
Cavity/Frame: R-18.9/2x8
Ceiling attic new
attic)
Wood Framed Ceiling
2x8 @ 24 in. O.C.
R 30
0.032
Over Ceiling Joists: R-11.2 insul.
SLAB FLOORS
01
02
03
04
05
06
07
Name
Zone
Area (ft2)
Perimeter (ft)
Edge Insul. R-value & Depth
Carpeted Fraction
Heated
Slab On Grade n
Addition
389
91
None
0.8
No
Registration Number: Registration Date/Time:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149
CF1R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Page 5 of 6 Project Name: 118 Stanley ADU Calculation Date/Time: 14:55, Thu, Oct 24, 2019
Calculation Description: Title 24 Analysis Input File Name: 118_Stanley_ADU.ribdl6
IAQ (Indoor Air Quality) FANS
01
02
03
04
05
06
Dwelling Unit
IAQ CFM
IAQ Watts/CFM
IAQ Fan Type
IAQ Recovery
Effectiveness(%)
HERS Verification
SFam IAQVentRpt
0
0.25
Default
0
Not Required
Registration Number: Registration Date/Time:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149
HERS Provider:
Report Generated at: 2019-10-24 14:55:50
HERS Provider:
Report Generated at: 2019-10-24 14:55:50
CF1R-PRF-01
Page 6 of 6
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name: Igor P i c hko
Documentation Author Signature:
Company:
Signature Date:
Energy Consult LLC / www.title24ez.com f
10/24/2019
Address:
CEA/HERS Certification Identification (if applicable): CEA #R16 -14 - 2 0 0 2 4
411 N. Harbor Blvd. Ste. 205
City/State/Zip:
Phone:
San Pedro, CA, 90731
(424) 247-7658 / e-mail: reports@title24ez.com
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of
Regulations.
3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,
worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name: ALEX TZANG
Responsible Designer Signature:
Company:
Date Signed:
ALEX TZANG GROUP
11-01-2019
Address:
License:
2315 TIPPERARY AVENUE
C-32232
City/State/Zip:
SOUTH SAN FRANCISCO, CA 94080
Phone:
(415) 309-8082
Registration Number: Registration Date/Time:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149
HERS Provider:
Report Generated at: 2019-10-24 14:55:50
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2016 Low -Rise Residential Mandatory Measures Summary
NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach
used. Review the respective section for more information. `Exceptions may apply.
tnrininal nR/9AM
Building Envelope Measures:
§ 110.6(a)1:
Air Leakage. Manufactured fenestration exterior doors and exterior et doors must limit air leakage to 0.3 cfm/ft2 or less when tested per
9 P 9
NFRC-400 or ASTM E283 or AAMAlWDMA/CSA 1 01/1321A440-2011:
§ 110.6(a)5:
Labeling, Fenestration products must have a label meeting the requirements of § 10-111(a).
§ 110.6(b}:
Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from TABLES
110.6-A and 110.E-B for compliance and must be caulked and/or weatherstri ed.'
§ 110 7:
Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked,
asketed, or weather stripped.
§ 110.8(a):
Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material.
§ 110.8(g):
Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g).
Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing
material must meet the requirements of 110.8 i when the installation of a cool roof is specified on the CF1 R.
E
1
§ 1 0.80):
have n mitt c o .0 n e Tied to the Department of Consumer Affairs.
Radiant Barrier. A radiant barrier must ha a e an e f 0 5 or less and o certified p
Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average U-factor must not exceed 0.043.
Minimum R-19 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached
150.0 a :
§ ()
insulation using adhesive or mechanical fasteners. The attic access must be asketed to prevent air leakage. Insulation must be installed in
9 9 P 9
direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited
to placing insulation either above or below the roof deck or on top of a drywall ceiling.'
§ 150.0(b):
Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value.
Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less (R-19 in 2x6 or U-factor of 0.074 or
§ 150.0(c):
less). Opaque non -framed assemblies must have an overall assembly U-factor not exceeding 0.102, equivalent to an installed value of R-13 in a
wood framed assembly.*
§ 150.0(d):
Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor.`
150 0 :
§ (fl
Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without
facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 permlinch; be protected from physical damage and UV light
deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 1 10.8.
Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class It vapor retarder. This
§ 150.0(g)l:
requirement also applies to controlled ventilation crawls ace for buildings complying with the exception to § 150.0 d .
Vapor Retarder. In Climate Zones 14 and 16 a Class I or Class 11 vapor retarder must be installed on the conditioned space side of all
P P Pa
150.0 § (g)2:
insulation in all Exterior walls vented attics and unvented attics with air -permeable insulation.
§ 150.0(q):
Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a
maximum U-factor of 0.58; or the weighted averse U-factor of all fenestration must not exceed 0.58:
Fireplaces, Decorative Gas Appliances, and Gas Log Measures:
§ 150.0(e)1A:
Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox.
§ 150.0(e)l B:
Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area
and is equipped with a readily accessible operable, and fight-fittingfight-fifting damper or combustion -air control device.'
§ 150.0(e)lC:
Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control."
§ 150.0(e)2:
Pilot Light, Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of
the building, are prohibited.
Space Conditioning, Water Heating, and Plumbing System Measures:
P g, g, 5 Y
110.0 110.3:
§ §
Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated
appliances must be certified by the manufacturer to the Energy Commission!
§ 110.2(a):
HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K :
Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters
§ 110.2(b):
must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the
cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for
compression heating is higher than the cut-off temperature forsupplementaryh ti o ea n
110.2 c :
§ ()
Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a
setback thermostat'
Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must
§110.3 c 5:
meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of §
110.3(c)5.
§ 110.3(c)7:
Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs
or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed.
§ 110.5:
Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances (appli-
ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btufhr are exempt); and pool and spa heaters
Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment
§ 150.0(h)1:
Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA
Manual J using design conditions specified in § 150.0(h)2
2016 Low -Rise Residential Mandatory Measures Summary
§ 150.0(h)3A:
Clearances.Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any
dryervent.
§ 150.0(h)3B:
Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by
manufacturer's instructions.
§ 150.00)1:
Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have
R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank.
Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must
be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a
§ 150.00)2A:
nominal diameter of 3/4 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diarneter,
piping from the heating source to storage tank or between tanks; piping buried below grade; and all tot water pipes from the heating source to
kitchen fixtures.`
§ 150.00)2B:
Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof
and non -crushable casing or sleeve.`
150,fl
§ 0)2C:
Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.0(j)2A- Distribution
piping for steam and h dronic heating systems or hot waters stems must meet the requirements in TABLE 120.3-A.'
§ 150.00)3:
Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, pnAected by
150.0 ' 3A:
§ il)
aluminum sheet metal painted canvas or plastic cover. v The cover must be water retardant and provide shielding
Id n from solar radiation that can
P P P 9
cause degradation of the material.
§ 150.00)3B:
Insulation Protection. insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a
Class I or Class II vapor retarder.
Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a
§ 150.0(n)1:
120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside
termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the
water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 BbAr.
§ 150.0(n)2:
Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5.
§ 150.0(n)3:
Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and Certification
Corporation (SRCC) or by a listing agency that is approved by the Executive Director.
Ducts and Fans Measures:
110.8
§ O3:
Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). if a
contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement
CMC Compliance. Allair-di truti nsystemducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC
§§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions
of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or
a minimum installed level of R-4.2 when entire) in condition e conditioned space as confirmed through field verification and diagnostic testing
Y p 9 9 n9
RA3.1.4.3.8 . an Connections f metal ducts e o d inner core of flexible ducts must be mechanically fastened. Openings must
us be seated with
mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 1818 or aerosol sealant that
meets the requirements of UL 721 if mastic or tape is used to seal openings greater than % inch. the combination of mastic and either mesh or
tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than seated
sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain
ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross -sectional area of the ducts:
Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction,
§ 150.0(m)2:
connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct
tapes unless such toe is used in combination with mastic and draw bands.
150.0 m 3:
§ ()
Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes,
mastics, sealants, and other requirements specified for duct construction.
§ 150.0(m)7:
Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or
automatic dampers.
150.0 m
§ 8:
Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible,
manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents.
Protection of Insulation, Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and
wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or
plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from
solar radiation.
§ 150.0(m)10:
Porous Inner Core Flex Duct Porous inner core flex duct must have a non -porous layer between the inner core and outer vapor barrier.
Duct System Sealing and Leakage Test When space conditioning systems use forced air duct systems to supply conditioned air to an
§ 150.0(m)11:
occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in
accordance with § 150.0 m Hand Reference Appendix Residential e 3 I A RA .
Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal
§150.0 m 12:
conditioning component, except evaporative coolers must be provided i th act filter devices that meet the design, installation, efficiency,
pressure drop, and labeling requirements of § 150.0(m)12.
S2016 Low -Rise Residential Mandatory Measures Summary
Duct System Sizing and Air Fitter Grille Sizing.
y g g. Space conditioning systems that use forced air ducts to supply cooling to an occupiable
space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the
150.0 m
§ 13:
supply plenum. The space conditioning system must also demonstrate airflow >_ 350 CFM per ton of nominal cooling capacity through the return
grilles, and an air -handling unit fan efficacy <_ 0,58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with
Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central
forced airsystems.*
Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor
§150.0(o):
continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of
providing whole -building ventilation.
§ 150.0(o)lA:
Field Verification and Diagnostic Testing. Whole -building ventilation airflow must be confirmed through field verification and diagnostic
testing, in accordance with Reference Residential Appendix RA3.7.
Pool and Spa Systems and Equipment Measures:
Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency
§ 110.4(a):
that complies with the Appliance Efficiency Regulations; an on -off switch mounted outside of the heater that allows shutting off the heater
without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric
resistance heating.'
§ 110.41: b)
(
Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated
suction and return lines, or built-in or built-up connections to allow for future solar heating,
§ 110.4(b)2:
Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover.
§ 110:4(b)3:
Directional inlets and time switches for pools. Poo
ls ols must have directional inlets that adequately mix the of water, and a time switch that
p q Y Po c a
will allow all pumps to be set or programmed to run only during off-peak electric demand periods.
§ 110.5:
Pilot Light Natural gas pool and spa heaters must not have a continuously burning pilot light.
§ 150 0 (p):
Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow
rate, piping, fitters, and valves.'
Lighting Measures:
§ 110.9:
Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements
of § 11 a:
§ 110.9(e):
JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must
be certified to the Energy Commission according to Reference Joint Appendix JA8.
§ 150.0(k)lA:
Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A.
Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or
§ 150.0(k)l B:
other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or
fan speed control.
Recessed Downli ht Luminaires in Ceilings. i a t IC
a 1 s Luminaires recessed into ceilings must meet all of the requirements for: insulator contact 9 9 9
q ()
150.0 k 1C:
labeling: air leakage; sealing; maintenance' and socket and light source as described in § 150.0 k - 0 - I' f 1C. A JA8 2 16 E light source rated or
elevated temperature must be installed by final inspection in all recessed downli ht luminaires in ceilings.
§ 150.0(k)1 D:
Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than
20 kHz.
Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no
§ 150.0(k)l E:
more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130A(c). Night lights do not need to be controlled
by vacancy sensors.
§ 150.0(k)l F:
Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods)
must meet the applicable requirements of § 150.0(k).*
Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply
§ 150.0(k)lG:
with Reference Joint Appendix JA8, Installed lamps must be marked with "JA8-2016" or "JA8-2016-E" as specified in Reference Joint Appendix
JA8:
§ 150.0(k)l H:
Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with "JA8-2016-E."
§ 150.0(k)2A:
Interior Switches and Controls. Ail forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A.
§ 150.0(k)2B:
Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.'
§ 150A(k}2C:
Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually
switched ON and OFF.
§ 150.0(k)2D:
interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturers instructions.
§ 150.0(k)2E:
Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with
150.0(k).
§ 150.0(k)2F:
Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9.
Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it:
§ 150.0(k)2G:
functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of §
130.5 ; and meets all other requirements in § 150.0(k)2.
Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the
§ 150.0(k)2H:
following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of §
130.5 ; and all other requirements in § 150.0(k)2.
§ 150.0(k)21:
Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it
provides the functionality of a dimmer according to § 110.9, and complies with all otherapplicable requirements in § 150.0(k)2.
is 2016 Low -Rise Residential Mandatory Measures Summary
( § 150.0 k) 2J:
Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must
be controlled by a vacancy sensor.
§ 150.0(k)2K:
Interior Switches and Controls. Dimmers or vacancy q 9 sources compliant sensors must control all luminaires required to haveli light with
Reference Joint Appendix JA8, except luminaires in closets less than 70 square feet and luminaires in hallways.*
§ 150.0(k)2L:
Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems.
Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other
150.fl
§ O3A:
buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item
§ 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or
EMCS,
Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies,
§ 150.0(k)3B:
and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with
either § 150.0 k 3A or with the applicable requirements in §§ 110.9, 130.0, 130.2,130.4,140.7 and 141.0.
§ 150.0(k)3C:
Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated b
9 9 9 9 9 Y
150.0 k 3B or § 150.0 k 3D must comply with the applicable requirements in §§ 110,9,130.0,130.2,130A,140.7 and 141.0.
150,0
§ O3D:
Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more
vehicles per site must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7, and 141.0.
§ 150.0(k)4:
Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of
power as determined according to § 130.0(c).
§ 150.0(k}5:
Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the
applicable requirements for nonresidential garages in §§ 110.9 130.0 130.1 130.4 140.E and 141.0.
Interior Common Areas of Low-rise Multi -Family Residential Buildings, In a low-rise multifamily residential building where the total interior
g Y 9
§ 150.0(k)6A:
common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that
building must be high efficacy luminaires and controlled by an occupant sensor.
Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior
common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must:
§ 150.0(k)6B:
i. Comply with the applicable requirements in §§ 110.9, 130.0,130.1, 140.6 and 141.0; and
ii. Lighting installed in condors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least
50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress,
Solar Ready Buildings:
Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the
§ 110.10(a)l:
application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the
requirements of § 110.10 b through § 11 0.10e .
110.10(a)2:
§Y
Low-rise Mu Buildings. Low-rise multi -family buildin s must comply with the re uirements of 110,10 b throu h 110.10 d .
9 Y 9 PY q § O g§ O
Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke
ventilation ands act requirements as specified in Title 24 Part 9 or other Parts of Title 24 or in an requirements t a I I
ado ed b local
spacing q Pe YP Y
jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are n le than 80 square feet
I p ea o less a q
each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas
§ 110.10(b)l:
greater than 10,000 square feet.
For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250
square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang
of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less
than 15 percent of the total roof area of the building excluding any skylight area.*
§ 110.10(b)2:
Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north.
Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof
mounted equipment.'
Shading, Any obstruction located on the roof or any other pan of the building that projects above a solar zone must be located at least twice the
§ 110.10(b)3B:
distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of
the nearest point of the solar zone, measured in the vertical lane.`
§ 110.10(b)4:
Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof
dead load and roof live load must be clearly indicated on the construction documents.
Interconnection Pathways. The construction documents must indicate- a location for inverters and metering equipment and a pathway for
§ 110.10(c):
routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of
interconnection will be the main service panel); and a pathway for routing of Plumbing from the solar zone to the water -heating system.
§ 110.10(d):
Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through
1 10.10c must he provided to the occupant.
§ 110.10(e)1:
Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps.
Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit
Pa P P �
§ 110.10(e)2:
breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or
main circuit location; and permanently marked as "For Future Solar Electric".
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I SECTION I REQUIREMENTS I
Scope
101.3.1 Applies to ALL newly constructed residential buildings: low-rise, high-rise, and
hotels/motels.
Additions and alterations
• Applies to additions or alterations of residential buildings where the addition or
alteration increases the building's conditioned area, volume, or size.
301.1.1 . Requirements only apply within the specific area of the addition or alteration.
• Note directs code users to Civil Code Section 1101.1 et seq., regarding
replacement of non -compliant plumbing fixtures.
Low-rise and high-rise buildings
301.2 Banners identifv provisions applvina to low-rise only [LR1 or hiqh-rise only rHR1.
Storm water drainage and retention during construction
4.106.2 Projects which disturb less than 1 acre of soil and are not part of a larger common plan
of development shall manage storm water drainage during construction.
Grading and paving
Construction plans shall indicate how the site grading or drainage system will manage
4.106.3 all surface water flows to keep water from entering buildings. Exception for additions
and alterations which do not alter the existing draina.qe path.
Electric vehicle (EV) charging for new construction
0 Comply with Section 4.106.4.1 and 4.106.4.2 for future installation and use of EV
chargers.
* Electric vehicle supply equipment (EVSE) shall be installed in accordance with the
California Electrical Code, Article 625.
4.106.4 Exceptions on a case -by -case basis as determined by the Local Enforcing Agency:
1. Where there is no commercial power supply.
2. Verification that meeting requirements will alter the local utility infrastructure
design requirements on the utility side of the meter increasing costs to the
homeowner/developer by more than $400.00 per dwelling unit.
EV charging: 11- & 2-family dwellings/townhouses with attached private garages
• Install a listed raceway to accommodate, a dedicated 208/240-volt branch circuit for
each dwelling unit.
• Raceway shall not be less than trade size 1 (nominal 1 -inch inside diameter).
4.106-4.1 & - Raceway shall originate at the main service or subpanel and terminate into a listed
4.106.4.1.1 cabinet, box or other enclosure in close proximity to the proposed location of an EV
charger.
• Raceways are required to be continuous at enclosed, inaccessible or concealed
areas and spaces.
Service panel and/or subpanel shall provide capacity to install a 40-ampere
minimum dedicated branch circuit and space(s) reserved to permit installation of a
branch circuit qvercurrent protective device. Service panel or subpanel circuit
HOD SHL 605 (Rev. 4/16)
Page 1 of 10
MZGreeng,
RESIDENTIAL MANDATORY MEASURES
EFFECTIVE JANUARY 1, 2017
2016 CALGREEN CODE
SECTION
REQUIREMENTS
• Documentation is required per Section 4.408.5.
Exceptions:
1. Excavated soil and land -clearing debris.
4.408.1
2. Alternative waste reduction methods developed by working with local enforcing
continued
agencies if diversion or recycle facilities capable of compliance with this item do
not exist or are not located reasonably close to the jobsite.
3. The enforcing agency may make exceptions to the requirements of this section
when isolated jobsites are located in areas beyond the haul boundaries of the
diversion facility.
Construction waste management plan
4.408.2
Submit a construction waste management plan meeting Items 1 through 5 in
Section 4.408.2. Plans shall be updated as necessary and shall be available for
examination during construction.
Waste management company
Utilize a waste management company, approved by the enforcing agency, which can
4,408.3
provide verifiable documentation that diverted construction and demolition waste
materials meet the requirements in Section 4.408.1.
Waste stream reduction alternative
0 (LR) Projects that generate a total combined weight of construction and demolition
waste disposed in landfills, which do not exceed 3.4 pounds per square foot of the
4.4,08.4
building area shall meet the minimum 65,% construction waste reduction
requirement in Section 4.408.1.
4.40,0.4.1
- Projects that generate a total combined weight of construction and demolition
Waste disposed in landfills, which do not exceed 2 pounds per square foot of the
building area, shall meet the minimum 65% construction waste reduction
requirement in Section 4.408.1.
Operation and maintenance manual
At the time of final inspection, a manual, compact disc, web -based reference or other
4.410.1
media acceptable to the enforcing agency which covers 10 specific subject areas shall
be placed in the building.
Recycling by occupants
Where 5 or more multifamily dwelling units are constructed on a building site, provide
readily accessible area(s) that serves all buildings on. the site and is identified for the
depositing, storage and collection of non -hazardous materials for recycling, including
4M0.2
(at minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals
or meet a lawfully enacted local recycling ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public
Resources Code Section 42649.82 (a)(2)(A) et. seq. are not required to comply
with the organic waste portion of this section.
HOD SHL 605 (Rev. 4/16)
4
Page 5 of 10
MZGreen.1.
RESIDENTIAL MANDATORY MEASURES
EFFECTIVE JANUARY 1, 2017
2016 CALGREEN CODE
SECTION
REQUIREMENTS
4.106.4.1 &
directory shall identify the overcurrent protective device space(s) reserved for flutLre
4.106.4.1.1
EV charging as "EV CAPABLE". The raceway termination location shall be
continued
permanently and visibly marked as "EV CAPABLE".
EV charging for multifamily dwellings
• Applies to building sites with 17 or more multifamily dwelling units constructed on
the site.
• :% of the total number of parking spaces provided for all types of parking facilities.
4.11,06.4,2
but in no case less than one, shall be electric vehicle charging spaces (EV
spaces) capable of supporting future EVSE. Calculations for the number of EV
spaces shall be rounded up to the nearest whole number.
Note: Construction documents are intended to demonstrate the project's capability
and capacity for facilitating future EV charging. There is no requirement for EV spaces
to be constructed or available until EV chargers are installed for use.
EV char, ing space (EV space) locations
• Construction documents shall indicate the location of proposed EV spaces. At
least 1 EV space shall be located in common use areas and available for use by all
residents.
• When EV chargers are installed, EV spaces required by Section 4.106.4-2 2,
4.10fll.4.2.1
Item 3, shall comply with at least 1 of the following options:
1. The EV space shall be located adjacent to an accessible parking space meeting
the requirements of the California Building Code, Chapter 1 1A, to allow use of
the EV charger from the accessible parking space.
2. The EV space shall be located on an accessible route to the building. as defined
in the California Building Code, Chapter 2.
EV charging space (EV space) dimensions
EV spaces shall be designed to comply with the following:
1, The minimum length of each EV space shall be 18 feet.
2. The minimum width of each EV space shall be 9 feet.
4.106.4.2.2
3. One in every 25 EV spaces, but not less than 1, shall also have an 8-foot wide
minimum aisle. A 5-foot wide minimum aisle shall be permitted provided the
minimum width of the EV space is 12 feet.
a) Surface slope for this EV space and aisle shall not exceed 1 unit vertical in
48 units horizontal (2.083% slope) in any direction.
Single EV space required
• Install listed raceway capable of accommodating a 208/240-volt dedicated branch
circuit.
4.106.4.2.3
0 The raceway shah] not be less than trade size 1 (nominal 1 -inch inside
diameter).
0 The raceway shall originate at the main service or subpanel and shall terminate
into a listed cabinet, box or enclosure in close proximity to the proposed location
of the EV space.
HOD SHL 605 (Rev. 4/16)
Page 2 of 10
M,ZGreen.
RESIDENTIAL MANDATORY MEASURES
EFFECTIVE JANUARY 1, 2017
2016 CALGREEN CODE
SECTION
REQUIREMENTS
General
Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any
installed wood stove or pellet stove shall comply with U.S. EPA New Source
4.603.1
Performance Standards (NSPS) emission limits as applicable, and shall havea
permanent label indicating they are certified to meet the emission limits. Woodstoves,
pellet stoves and fireplaces shall also comply with all applicable local ordinances.
1: 15
Protection during coh*tictllon
At the time of rough installation, during storage on the construction site and until final
4404.1
startup of the heating, cooling and ventilating equipment, all duct and other related air
intake and distribution component openings shall be covered. Tape, plastic,
sheetmetal or other methods acceptable to the enforcing agency to reduce the amount
of water, dust and debris entering the system may be used.
Adhesives, sealants and caulks
Adhesives, sealants and caulks used on the project shall meet the requirements of the
following standards unless more stringent local.0r regional air pollution or air quality
management district rules apply:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers,
and caulks shall comply with local or regional air pollution control or air quality
management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as
shown in Tables 4.504.1 or 4.504.2, as applicable. Such products shall also
4.604.2.1
comply with Rule 1168 prohibition on the use of certain toxic compounds
(chloroform, ethylene dichloride, methylene chloride, perchloroethylene and
trichioroentylene), except for aerosol products as specified in Subsection 2 below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking
compounds (in units of product, less packaging, which do not weigh more than
1 pound and do not consist of more than 16 fluid ounces) shall comply with
statewide VOC standards and other requirements, including prohibitions on use of
certain toxic compounds, of the California Code of Regulations (CCR), Title 17,
commencing with Section 94507.
Paints and coatings
Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air
Resources Board Architectural Suggested Control Measure, as shown in Table
4.504.3, unless more stringent local limits apply.
4.504.2.2
The VOC content limit for coatings that do not meet the definitions for the specialty
coatings catergories listed in Table 4.504.3 shall be determined by classifying the
coating as Flat, Nonflat, or Nonflat-High Gloss coating, based on its gloss, as defined
in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board,
Suggested Control Measure, and the corresponding Flat, Nonflat, or Nonflat-High
Gloss VOC limit in Table 4.504.3 shall apply.
HOD SHL 605 (Rev. 4/16)
Page 6 of 10
(4ZGreen.-
RESIDENTIAL MANDATORY MEASURES
EFFECTIVE JANUARY 1, 2017
2016 CALGREEN CODE
SECTION,
REQUIREMENTS
• Construction documents shall identify the raceway termination point.
4.106.4-2.4
- The service panel and/or subpanel shall provide capacity to install a 40-ampere
continued
minimum dedicated branch circuit and space(s) reserved to permit installation of a
branch circuit overcurrent protective device.
Multiple EV spaces required
• Construction documents shall indicate raceway termination point and proposed
](),cation of future EV spaces and EV chargers. Construction documents shall also
provide information on amperage of future EVSE, raceway method(s), wiring
schematics and electrical load calculations to verify electrical panel service capacity
and electrical system, including any on -site distribution. transformer(s), have
4.106.4.2.4
sufficient capacity to simultaneously charge all EVs at all required EV spaces at full
rated amperage of the EVSE.
• Plan design shall be based upon a 40-ampere minimum branch circuit.
Raceways and related components planned to, be installed underground, enclosed,
inaccessible or in concealed areas and spaces shall be installed at the time of
original construction.
Identification
The service panel or subpanel circuit directory shall identify the overcurrent protective
device space(s) reserved for future EV charging purposes as "EV CAPABLE" in
accordance with the California Electrical Code.
Notes:
4.106A2.6
1. The California Department of Transportation adopts and publishes the "California
Manual on Uniform Traffic Control Devices (California MUTCD)" to provide uniform
standards and specifications for all official traffic control devices in California. Zero,
Emission Vehicle Signs and Pavement Markings can be found in the New Policies,
& Directives Number 12-01.
Website, http://www.dot.ca.gov/hqltraffops/policy/13-01.pd
2. See Vehicle Code Section 22511 for EV charging space signage in off -parking
facilities and for use of EV charging spaces.
3. The Governor's Office of Planning and Research (OPR) published a "Zero -
Emission Vehicle Community Readiness Guidebook" which provides helpful
information for local governments, residents and businesses,
Website, http://opr.ca..qovidocs/ZEV Guidebook.pd
bivisi6n4.2- ENERGY
EFFICIMY
Scope
. Energy efficiency requirements for low-rise residential (Section 4.201.1) and high-
4.201.1
rise residential/hotels/motels (Section 5.201.1) are how in both residential and
&
nonresidential chapters of CALGreen.
6.201.1
0 Standards for residential buildings do not require compliance with levels of
minimum energy efficiency beyond those required by the 2016 California Energy
Code.
HCD SHL 605 (Rev. 4/16)
Pqige 3 of 10
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64/Green,
RESIDENTIAL MANDATORY MEASURES
EFFECTIVE JANUARY I, .01
2016-CA4GREEN CODE
SECTION
REQUIREMENTS
Aeros6l�,., p,60, and coatinV
Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC in
Section 94522(a)(2) and other requirements, including prohibitions on use of certain
4:XQ4.2.3
toxic compounds and ozone depleting substances, in Section 94522(e)(1) and (f)(1) of
the CCR, Title 17, commencing with Section 94,52,01- and in areas under the jurisdiction
of the Bay Area, Air Quality Management District shall additionally comply with.the.
percent VOC by weight of product limitseof"Regulation 8, Rule 49.
Car*sterns.
Carpet installed in the building, interior shall Meet the testing andproduct requirements
of 1 of the following:
1. Carpet and Rug Institute's Green Label Plus, Program,
4.504.3
2.1 California Department of Public Health, "Standard Method for the Testing and,
Evaluation of Volatile Orgari!0 Chemical Emissions from Indoor Sources Using,
Environmental Chambers,"' Vvi jr I ,1 X Febru a ry 2010 (also known as
Specification 01350)
3. NSF/ANSI 140 at the Gold level
4. Scientific Certifications Systems Indoor AdvantqgeTm Gold
Carpet cushli............ ... . ...
4.604.3.1
Carpet cushion installed inthe building interior shWl V 40t the requirements oft e
Carpet and Rug Institute's Green Label Plus Program.
Carpet adhesive
4,604.3.2
Carpet adhesives shall meet the requirements of Table 4.504.1
Resilient flooring ,,..stems
Where resilient flooring is installed, at least 80% of floor area receiving resilient
flooring shall comply with one or more of the following:
I Products compliant with the California Department of Public Health, "Standard
Method for the Testing and, Evaluation of Volatile Organic Chemical Emissions from
Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also
known as Specification 01350), certified as a CHPS Low -Emitting Material in the
4.604.4
Collaborative for High Performance Schools (CHPS) High Performance Products
Database
Z Products certified under UL GREENGUARD Gold (formerly the Green card
Children & Schools Program)
3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program
4. Meet the California Department of Public Health, "Standard Method for the Testing
and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers," Version. 1, 1,. February 2010 (Also known as
Specification 01350)
Composite wood products
4.404.0
- Hardwood plywood, particleboard and medium density fiberboard composite wood
products used on the interior or exterior of the building shall meet the requirements
HCD SHL 605 (Rev. 4/16)
page l Of la
MZG,feen,
RESIDENTIAL MANDATORY-- MEASURES
I EFFECTIVE JANVARY-1,2017
2016 cALGREEN CODE
$E"QN
REQUIREMENTS
for formaldehyde as specified in the Air Resources Board's Air Toxics Cc,-,-,,-o'
Measure for Composite Wood (17 CCR 93120 et. seq.),. as shown in Table 4.504.5.
4.6044
Documentation is required per Section 4.504.5.1.
continued
Definition of Composite Wood Products- Composite wood products include
hardwood plywood, particleboard., and medium density fiberboard. "Composite
wood products" do not include hardboard, structural plywood, structural panels,
structural composite lumber, oriented strand'board laminated timber,
prefabricated wood I -joists, or, fingpir-loined lumber, all as specified in CCR, Title 17,
Section 93120.1 (a).
Documentation,
4.,,604.&l
Verification of compliance shall be provided as requested by the enforcing agency,
and as required in Section 4,504.5.1.
I I ZTQ
7,
Concrete stab foundations or concrete slab -on -ground flbors required to have a vapor
4.606.2
retarder by the California Building Code, Chapter 19, or the California Residential
Code, Chapter 5, respectively, shall Also comply with this section.
7 break
A papillary break shall be installed in compliance with at least 1 of the following:
1. A 4-inch thick base of 112-inch or larger clean aggregate shall be provided with a
vapor retarder in direct contact with concreate and a concrete mix design which will
4.600-2.1
address bleeding, shrinkage and curling shall be used. For additional information,
see American Concrete Institute, ACI 302.2R-06,
2. Other equivalent methods approved by the enforcing agency.
3. A slab design specified by a licensed design professional.
Moisture content of building materials
Building materials with visible signs of water damage shall not be installed. Wall and
floor framing shall not be enclosed when the framing members exceed 19% moisture
content. Moisture content shall be verified in compliance with the following:
1. Moisture content shall be determined with either a probe -type or a contact -type
moisture meter. Equivalent moisture verification methods may be approved by the
enforcing agency and shall satisfy requirements in Section 101.8.
4-606.3
2. Moisture readings shall be taken at a point 2 feet to 4 feet from the. grade -stamped
end of each piece to be verified.
3. At least 3 random moisture readings shall be performed on wall and floor framing
with documentation acceptable to the enforcing agency provided at the time of
approval to enclose the wall and floor framing.
Insulation products which are visibly wet or have a high moisture content shall be
replaced or allowed to dry prior to enclosure in wall or floor cavities. Manufacturers'
drying recommendations shall be followed for wet -applied insulation products prior to
enclosure.
HCD SHL 605 (Rev. 4/16)
Page 8 of 10
R ffT
Bathroom exhaust fans I �:� I ''I
Each bathroom shall be mechanically ventilated and shall comply with the following:
1 . Fans shall be ENERGY STAR compliant and be ducted to termi,nate outside the
building.
2. Unless functioning as a component of a wholebouse ventilation system,, fans must
be, controlled by a humidity control.
a) Humidity controls shall be capable of manual or automatic adjustmeint between:
4.606,11,
a relative humidity range of less than 50% to a maximum of 80%.
b) A humidity control may be a separate component to the exhaust fan and isnot"
required to be integral or built-in.
Note: For CALGreen a "bathroom" is a room which contains a bathtub, shower, or
tub/shower combination. Fans or mechanical ventilation is required, in each bathropM.
Heating and air conditioning system design
Heating and air conditioning systems shall be sized, designed, and equipment
selected using the following methods-.
I -. The heat loss and heat gain is established according to. ANSI/ACCA 2 Manual J —
2011 (Residential Load Calculation), ASHRAE handbooki, p r eq
5 r Pthe .. uivalent
design software or methods.
4.507.2 2-, Duct systems are sized according to ANSUACCA 1 Manual D — 2,014 (Residential
Duct Systems), ASHRAE handbooks or other equivalent design. software or
methods.
3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S — 2014
(Residential Equipment Selection) or other equivalent design software or methods.
Exception, Use of alternate design temperatures necessary to ensure the systems
functions are acceptable,
Installer trainin
HVAC system installers shall be trained and certified in the proper installation of HVAC
systems and equipment by a recognized training or certification program.
Examples of acceptable HVAC training andcertification programs include but are not
limited to the following:
702.1 1. State certified apprenticeship programs.
2. Public utility training programs,
3. Training programs sponsored by trade, labor or statewide energy consulting or
verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other .prqgra rns, acceptable to the enforcing agency.,
HCD S -L 605 (Rev. 4116)
Page 9 of 10
$Wiial inspectiiooi),
702.2 Special inspectors must be qualified*and able to demonstrate competence to the
enforcing agency in the discipline in which they are inspecting.
Documentation
Documentation of compliance shall include, but is not limited to, construction
documents, plans, specifications, builder or instal ler,certification, inspection reports, or
other methods acceptable to the local enforcing agoticy. Other specific documentatioh
ors pecial I inspections necessary to verify compliance Are specified in appropriate
sections of CALGreen.
HCD SHL 605 (Rev. 4/16)
Page 10 of 10
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