HomeMy WebLinkAboutCDP 2021-0026; PAVAGADHI ADU; Administrative DeterminationABBREVIATIONS•
A.B. ANCHOR BOLT
ABV. ABIJVE
A.F.F. ABOVE FINISH
L
A/C
ALT.
ARCH.
B.F.
BLDG, BLKD.
BLKG,
BL'vJ,
BM.
B.N.
FLOOR
ANGLE
AIR
CONDITIONING
ALTERNATE
ARCHITECTURAL
BRACED FRAME
BUILDING BLOCKED BLOCKING
BELO'w
BEAM
BOUNDARY
NAILING
. B.O.F. BOTTOM OF
FOOTING
BEARING
BOTTOM
BET'vJEEN
CAST IN
PLACE
CONSTRUCTION
JDINT
BRG.
BTM.
BT'vJN.
C.I.P,
C.J.
CL
CLG.
CLR.
C.M.U.
COL.
CONC.
CONN.
CONST.
CONT,
C.S.K.
DBL.
DIAG. D'vJG,
D'vJL.
(E)
EA.
ELECT.
ELEV.
EMBED.
E,N.
E.S.
E.'vJ.
EXIST.
EXT.
FIN.
FLR.
F.N.
FLR
FND. F.O.
F.O.C.
CENTER LINE
CEILING CLEAR
CONCRETE
MASONRY UNIT
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
COUNTERSINK
DOUBLE
DIAGONAL
DRA'w!NG
DO'vJEL
EXISTING
EACH
ELECTRICAL
ELEVATION
EMBEDMENT
EDGE NAILING
EACH SIDE
EACH 'vJAY
EXISTING
EXTERI□R
FINISH
FLOOR
FIELD NAILING
FLOOR FOUNDATION
FACE OF
FACE OF
CONCRETE
F .O.M. FACE OF
MASONRY
F.P.
FRMG.
FTG.
F.V.
GA,
GALV.
G.L.B.
GRD.
HORIZ
HDR.
HGR,
Hll,
H.D.G.
FULL
PENETRA TIIJN
FRAMING
FDDTING
FIELD VERIFY
GAGE
GALVANIZED
GLUE
LAMINATED
BEAM
GRADE
HORIZONTAL
HEADER
HANGER
HOLDO'vJN
HOT-DIPPED
GALVANIZED
HGT. HEIGHT
HS.B. HIGH STRENGTH
BOLT
INT. INTERI□R
JT, JDINT
JST. JOIST
LBS. POUNDS LG, LONG
LT. 'vJT. LIGHT 'vJEIGHT
MAX. MAXIMUM
M.B. MACHINE BOLT
MECH. MECHANICAL
MIN, MINIMUM
MTL. METAL
(N) NE'w
NLG. NAILING
0/C. ON CENTER
OPNG, OPENING
cl PENNY
P.C.C. PRE -CAST
PL.
PL'vJD,
P.T.
R'vJD.
REIF.
REQ'D. REF.
REINF.
SCHED,
SHT'G.
SIM.
SMS.
CONCRETE
PLATE
PLY'vJOOD PRESSURE
TREATED
RED'w□OD
REINFORCED
REQUIRED
REFERENCE
REINFORCING
SCHEDULE
SHEATHING
SIMILAR
SHEET METAL
SCRE'w
S.□.G. SLAB ON GRADE
SPEC, SPECIFICATIONS SQ, SQUARE
STIFF. STIFFENER
STOR STORAGE
STL. STEEL
STRUCT. STRUCTURAL
T8.B. TOP AND
THRD,
TEMP. TS. TYP.
U.O.N.
BOTTOM
THREAD
TEMPORARY TUBE STEEL
TYPICAL
UNLESS
OTHER'vJISE
NOTED
VERT, VERTICAL
V.I.F. VERIFY IN
FIELD
'vJITH
'vJOOD
'vJEIGHT
'vii
'vJD.
'vJGT.
GENERAL NOTES•
THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL
VERIFY ALL DIMENSIONS ON THE DRA.',/INGS AND SHALL
NOTIFY THE O',/NER AND DESKIN BUILDING OF ANY
DISCREPANCIES, PRIOR TD STARTING THEIR ',/ORK.
THE CONTRACTOR AND/DR SUBCONTRACTORS ',/ORK SHALL
CONFORM TD ALL APPLICABLE FEDERAL, STATE, AND
LOCAL CODES AND ORDINANCES.
EACH SUBCONTRACTOR IS CONSIDERED A SPECIALIST IN
HIS FIELD AND SHALL• PRIOR TD THE SUBMISSION OF
BID DR PERFORMANCE OF ',/ORK, NOTIFY THE GENERAL
CONTRACTOR AND O',/NER OF ANY ',/ORK CALLED OUT ON
THE DRA',/JNGS PERTAINING TO HIS TRADE THAT CANNOT
BE FULLY GUARANTEED.
THE CONTRACTOR AND/DR SUBCONTRACTOR SHALL BE
RESPONSIBLE FDR THE APPROPRIATE 'HOOKUP' TD
ALL UTILITIES REQUIRED TD COMPLETE ',/ORK.
',/HERE CONSTRUCTION DETAILS ARE NOT SHO',/N DR
NOTED FDR ANY PART OF THE ',/ORK, THE DETAILS
SHALL BE THE SAME FDR OTHER SIMILAR ',/ORK AND
MUST C□MPL Y ',/ITH THE 2016 CBC.
ANY EXISTING SMOKE ALARMS THAT ARE MORE THAN 10
YEARS OLD ',/ILL BE REPLACED. SECTION R314.3.2.
THE INSPECTOR ',/]LL RECHECK FDR EXPANSIVE SOILS
AND/OR GRADING REQUIREMENTS AT THE FIRST
FOUNDA TI□N INSPECTION.
THIS PROJECT ',/ILL COMPLY ',/ITH THE COUNTY OF SAN
DIEGO LIGHTING ORDINANCE.
THE CONTRACT STRUCTURAL DRA',/INGS AND
SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.
UNLESS □THER',/ISE INDICATED, THEY DD NOT INDICATE
THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ALL MEASURES NECESSARY TD PROTECT THE
STRUCTURE, ',/ORKMEN, AND OTHER PERSONS DURING
CONSTRUCTION, SUCH MEASURES SHALL INCLUDE, BUT
NOT LIMITED TD, BRACING, SHORING FDR CONSTRUCTION
EQUIPMENT, SHORING FOR THE BUILDING, SHORING FDR
THE EARTH BANKS, FORMS, SCAFFOLDING, PLANKING,
SAFETY NETS, SUPPORT AND BRACING FDR CRANES AND
GIN POLES, ETC, THE CONTRACTOR SHALL SUPERVISE
THE ',/ORK AND HE SHALL BE SOLELY RESPONSIBLE FDR
ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES AND PROCEDURES, OBSERVATION VISITS TD
THE SITE BY DESKIN BUILDING DESIGN DR THE
ENGINEER, SHALL NOT INCLUDE INSPECTION OF THE
ABOVE ITEMS,
THESE DRA',/INGS SHO',/ □NL Y REPRESENTATIVE AND
TYPICAL DETAILS TD ASSIST THE CONTRACTOR, THE
DRA',/INGS DD NOT ILLUSTRATE EVERY CONDITION, ALL
ATTACHMENTS, CONNECTIONS, FASTENING, ETC. SHALL BE
PROPERLY SECURED IN CONFORMANCE OF THE BEST
PRACTICE, AND THE CONTRACTOR SHALL BE
RESPONSIBLE FDR PROVIDING AND INSTALLING THEM.
THE DISCHARGE OF POLLUTANTS TD ANY STORM
DRAINAGE SYSTEM IS PROHIBITED. NO SOLID ',/ ASTE,
PETROLEUM BYPRODUCTS, SOIL PARTICULATE,
CONSTRUCTION ',/ASTE MATERIALS, DR ',/ASTE',/ATER
GENERATED ON CONSTRUCTION SITES DR BY
CONSTRUCTION ACTIVITIES SHALL BE PLACED,
CONVEYED DR DISCHARGED INTO THE STREET, GUTTER
DR STORM DRAIN SYSTEM.
UNLESS SPECIFICALLY DETAILED ON THESE DRA',/INGS,
CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE
SHORING, BRACING, ECT, REQUIRED TO SAFELY EXECUTE
ALL ',/ORK AND SHALL BE FULLY RESPONSIBLE FDR
SAME.
DETAILS AND CONDITIONS SPECIFICALLY SHO',/N SHALL
BE CONSTRUCTED IN ACCORDANCE ',/ITH DETAILS SHO',/N
FDR SIMILAR CONDITIONS AND MATERIAL.
ALL EXCAVATIONS, PREPARATIONS FOR SLAB ON GRADE,
DEPTH OF FOOTINGS, BACK FILL, ECT, SHALL BE
PERFORMED IN ACCORDANCE ',/ITH THE 2016 CRC. IN THE
AREA OF CONSTRUCTION, REMOVE ALL EXISTING FILL,
NEAR SURFACE SOILS, VEGETATION, DEBRIS AND
DISTURBED SOILS. AREAS OF OVER CUT MAY □NL Y BE
BROUGHT TD GRADE ',/ITH CLEAN AND MOISTENED SAND,
ND GRADING REQUIRED ON THIS PROJECT
CONCRETE ',/ASH□UT,
CONTRACTOR SHALL ESTABLISH AND USE AN
ADEQUATELY SIZED CONCRETE ',/ASHOUT AREA TD
CONTAIN ',/ASHDUT · ',/ASTES ON SITE, IT IS ILLEGAL
TO ',/ASH CONCRETE, SLURRY, MORTAR, STUCCO,
PLASTER AND THE LIKE INTO THE STORM',/ATER
CONVEYANCE SYSTEM DR ANY RECEIVING ',/ATER,
CONTRACTOR SHALL POST A SIGN DESIGNATING THE
',/ A SHOUT LOCA TIDN.
CONSTRUCTION SITE ACCESS,
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE
PROVIDED FOR VEHICLES EGRESS AND INGRESS TD
PREVENT TRACKING DIRT DFFSITE, THIS SHALL INCLUDE
USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED
STEEL PANELS/PLATES.
CONSTRUCTION VEHICLES A SPECIFIC AREA A',/AY FROM
GUTTERS AND STDRMDRAIN SHALL BE DESIGNATED FDR
CONSTRUCTION VEHICLES · PARKING, VEHICLE
REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL
MAJOR REPAIRS SHALL BE MADE OFF -SITE,
EROSION CONTROL EROSION CONTROL MUST BE
PROVIDED FDR ALL EROSIVE SURFACES, SLOPED
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST
EROSION BY INSTALLING EROSION RESISTANT SURFACES
SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND
COVER VEGETATION, AND BONDED FIBER MATRIX.
PLAN REQUIREMENTS
THIS PROJECT SHALL C□MPL Y 'vJITH THE 2016
CALIFORNIA RESIDENTIAL CODE (CRC) AND/DR
CALIFORNIA BUILDING CODE (CBC) AS APPLICABLE,
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
(CALGREEN),
2019 CALIFORNIA ELECTRICAL CODE <CEC),
2019 CALIFORNIA PLUMBING CODE <CPC),
2019 CALIFORNIA FIRE CODE (CFC),
2019 CALIFORNIA BUILDING ENERGY EFFICIENCY
STANDARDS <CBEES).
AMENDMENTS TD THE CITY OF VISTA ADMINISTRATIVE
CODE FDR BUILDING REGULATI□NS.
PROJECT DAT Ai
OCCUPANCY: 'R3'
TYPE OF C□NSTRUCTI□N, VB
FIRE SPRINKLERS, NO
USE, (N MAIN FLOOR ATTACHED GARAGE
(N UPPER FLOOR ATTACHED ADU
CODE COMPLIANCE• 2019 CALIFORNIA BUILDING CODE.
NUMBER OF STORIES• T'w□
SCOPE OF w'□RK•
CREATE A NE',/: 3-CAR ATTACHED GARAGE AND
STORAGE AT REAR OF THE PROPERTY,
A NE',/ UPPER FLOOR ADU 908 SQFT, (ABOVE GARAGE) ..
PROVIDE NEw' 100 AMP SUB-PANEL.
LDT COVERAGE:
<E) SFD, OTHER STRUCTURES, (N)
GARAGE AND STORAGE FOOTPRINT
LDT AREA
I LDT COVERAGE
4094 SQFT
32,670 SQFT
12.531/. 1
DD NOT SCALE DRA',/INGS. USE FIGURED DIMENSION
□NL Y; REPORT ALL DISCREPANCIES TD DESKIN
BUILDING DESIGN IMMEDIATELY.
PLAN N□TES1
PLOT PLAN AND SETBACK INF□RMA TION IS BELIEVED
TD BE RELIABLE, H□'vJEVER ND LIABILITY SHALL BE
ASSUMED BY DESKIN BUILDING DESIGN. CONTRACTOR
AND □'vJNER SHALL VERIFY ALL BUILDING SETBACKS
PRI□R TD PLACEMENT OF ANY NEw' STRUCTURES, AND
SHALL FULLY COMPLY 'vJITH THE ZONING DEPARTMENT
OF CITY /COUNTY HAVING JURISDICTION.
HERS VERIFICATI □N REQUIRED
THE F□LL□'vJING IS A SUMMERY OF THE FEATURES
THAT Ml.ill BE FIELD VERIFIED BY A CERTIFIED HERS
RATER AS A CONDITION FDR MEETING THE MODELED
ENERGY PERFORMANCE FDR THIS COMPUTER ANALYSIS.
BUILDING LEVEL VERIFICA TI□NS1
• KITCHEN RANGE HODD
COOLING SYSTEM VERIFICATI□NS,
• VERIFIED REFRIGERANT CHARGE
HEATING SYSTEM VERIFICA TI□NS•
• --N□NE--
HVAC D!STRIBUTI□N SYSTEM VERIFICA TI□NS,
• --NONE--
DOMESTIC HOT 'vJATER SYSTEM VERIFICATIONS,
• --NONE--
REQUIRED SPECIAL FEATURES•
THE FDLL□'vJING ARE FEATURES THAT Ml.ill BE
INSTALLED AS A CONDITION FDR MEETING THE
MODELED ENERGY PERFORMANCE FDR THIS COMPUTER
ANALYSIS.
• ND SPECIAL FEATURES REQUIRED
STORM 'w'ATER QUALITY N□TES
CONSTRUCTIDN BMP'S
I
w'
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THIS PR□JECT SHALL CDMPL Y 'w'ITH ALL REQUIREMENTS IJF THE STATE PERMIT1 CALIFORNIA REGIONAi \JAIER
QUALITY CnNTR□I BOARD SAN nIFGQ REGT□N, ORDER NO ?001 01 NPJlFS NO CAS010875 CHTTP1/ /W'w' Sw'RCP.CA.G□V /R'JQCB9/PR□GRAMS/SD_STCRMVATER,HTMUJ AND THE CITY □F SAN DIEGO LAND DEYELOPEMENT CODE
CHTTP1/ /CLERCKD□C.SANNET .G□V /RIGHTSITE/GETCDNTENT /LDCAL.PDF7DM'w' _aBJECTID=090014518008CC43),
NOTES 1-6 BEL□'w' REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S,
1. SUFFICIENT BMP'S MUST BE INSTALLED T□ PREVENT SILT, MUD, □R OTHER CONSTRUCTillN DEBRIS FRDH
BEING TRACKED INT□ ADJACENT STREET<S) □R STORM IJATER CONVEYANCE. SYSTEMS DUE TD CDNSTRUCTI□N
VEHICLES □R ANY □THER SUCH C□NSTRUCTI□N ACTIVITY. THE c□NTRACT□R SHALL BE RESP□NSIELE F□R THE
CLEANING □F ANY SUCH DEBRIS THAT MAY J3E IN THE STREET AT THE END □f' EACH 'w□RK DAY DR AFTER A
STORM EVENT THAT CAUSES A BREECH JN THE INSTALLED CDNSTRUCTJ□N BMP'S.
2, ALL STOCK PILES OF UNCOMPACTED S□IL AND/DR BUll_DING MATERIALS THAT ARE INTENDED T□ BE LEFT
UNPROTECTED f'DR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TD BE PROVIDED 'w'ITH EROSIDN
AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY 'wHEN THE PROBABILITY OF RAIN IS
40"/. OR GREATER,
3, A CCNCRETE 'wASHOUT SHALL BE PROVIDED ON ALL PROJECTS IJHICH PROPOSE THE CONSTRUCTION OF
ANY CONCRETE IMPREIVEHENTS THAT ARE TD BE POURED IN PLACE DN THE SITE.
4, ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAJNED IN lJ□RKING ORDER AT ALL TJHES.
5, ALL SLOPES THAT ARE CREATED DR DISTURBED BY C□NSTRUCTJ□N ACTIVITY MUST BE PROTECTED
AGAINST ER□Sl□N AND SEDIMENT TRANSPORT AT ALL TIMES.
6, THE STORAGE □F ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY
POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRDNMENT,
..
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\()
(\J
(\J
(N) MAIN FLR GARAGE-~
WITH UPPER FLR ADU
105.69'
(N) STORAGE-
(E) SHED----
-+----57' -10' ---+---,!<-!-
I ~(E) BARN
(E) DRIVE----..
(E) STUDIO-
(E)
GUEST RM~
-I--31'-10' --l.lL
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-st-
10' -0'
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5'-0'
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6.00'
., ____ .....:,~------1
109.93'
L ----------
LAGUNA DRIVE
II SITE PLAN
DRAINAGE,
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CITY OF CARLSBAD
Administrative Permit
· "' Date i i 2-l / zoUL-Exibit Nn A-K
SCALE 1 '= 20'
THE FINISH GRADE AND IMPERVIOUS SURFACES SHALL DRAIN A',/AY FROM THE
FOUNDATION ',/ALLS AT A MINIMUM SLOPE OF 2% DR SHALL FALL 6-INCHES ',/!THIN
THE FIRST 10-FEET ',/HERE POSSIBLE, (SECTION R40D.
NE',/ AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS,
BUILDING NUMBERS DR APPROVED BUILDING IDENTIFICATION PLACED IN A
POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET DR ROAD
FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST IN COLOR TD
BACKGROUND. NUMBERS SHALL BE A MINIMUM OF 4 INCHES HIGH AND ',/ITH A
MINIMUM STROKE ',/IDTH OF 1/2 INCH. (CFC SEC, 505,D,
THE DISCHARGE OF POLLUTANTS TO ANY STORM ',/ATER DRAINAGE SYSTEM IS
PROHIBITED. ND SOIL, ',/ASTE, PETROLEUM BY PRODUCTS, SOLID PARTICULATE,
CONSTRUCTION ',/ASTE MATERIAL DR ',/ASTE',/ATER GENERATED ON CONSTRUCTION
SITE DR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED, DR
DISCHARGED INT□ THE STREET, GUTTER DR STORM DRAIN SYSTEM.
VICINITY MAP
~4 r-(/)
;.._'I: z !:? □ _:,. (/)
c~ O!
~ w t... 1!J t...
LAGUNA DRIVE w "' -,
n ~ ]> r;R□JECT SITE
;;o
,JI,>, II r \ (/) ">".,>, "" ]> <' t:I ~ ~
tl
\
OWNER1
"'' --.,.,·; ,,.., .. '
MAYUR PAVAGADHI
624 LAGUNA DRIVE I' 'I' " ' '"'?' v0 \ l.i" '-C,J_ I
CARLSBi\D, CA. 92008 :-: -::; .. ·: ,_;; .. _,' ' C
(760) 500-0300 ' :"< :''-;; :-...: :~.:; :.. .. · .. '·=; :=:. '
CONTACT,
MAYUR PAVAGADHI
624 LAGUNA DRIVE
CARLSBAD, CA, 92008
(760) 500-0300
LEGAL JJESCRIPTION1
624 LAGUi~A DRIVE
CARLSBAD, CA, 92008 ,-
SECT: 12-12-5\./* TRACT: lllE0,75 AC: MIL IN
ASSESSORS PARCEL NUMBER 155-223-18
SUMMERY TABLE <PROPOSED)1
.
(E) SFD: 1842 SQFT
(E) GUEST hOUSE 313 SQFT
CE) STUDIO 212 SQFT
CE) BARN 610 SQFT
CN) ATTACHED GARAGE 1080 SQFT
(N) ATTACHED STORAGE 36,66 SQFT
CN) ATTACHED UPPER FLR ADU 908,00 SQFT
TOTAL LIVING : 2367+908 -3275 SQFT
SHEET INDEX
p SHEET DESCRIPTION
1 SITE PLAN -REVISION
G GREE~~ BUILDING CODE REQUIREMENTS
N NOTES
T24 TITLE 24 ENERGY CALCS
3 GARAGE FOUNDATION PLAN
4 GARAGE MAIN FLOOR PLAN -REVISION
5 UPPER FLOOR ADU PLAN -REVISION
6 MAIN FRAMING PLAN -REVISION
7 UPPER ADU FRAMING PLAN -REVISION
8 SECTIONS
9 SECTIONS -REVISION
10 ELEVATIONS
11 ROOF PLAN
12 GARAGE MAIN ELECTRICAL PLAN
13 UPPER ADU ELECTRICAL PLAN -REVISION
SDl DETAIL SHEET
SD2 DETAIL SHEET
SD3 DETAIL SHEET
THESE DRA ',/I~JGS SHO',/ □NL Y REPRESENTATIVE AND TYPICAL DETAILS
TD ASSIST THE CONTRACTOR. THE DRA ',/JNGS DD NOT ILLUSTRATE
EVERY CONDITION, ALL ATTACHMENTS, CONNECTIONS, FASTENING, ETC,
SHALL BE PROPERLY SECURED IN CONFORMANCE OF THE BEST
PRACTICE, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROVIDING AND INST ALLING THEM.
DRAw'N BY• MATTHEw' DESKIN
REVISIONS
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SCALE
SHEET
1
GREEN BUILDING CODE REQUIREMENTS
STORM 'w'ATER DRAINAGE/RETENTION DURING CONSTRUCTION,
PROJECTS 'w'HICH DISTURB LESS THAN □NE ACRE OF SOIL SHALL
MANAGE STORM 'w'ATER DRAINAGE DURING CONSTRUCTION BY ONE
OF THE FOLLD'w'ING,
o.) RETENTION BASINS
b) 'w'HERE STORM 'w' ATER IS CONVEYED TD A PUBLIC DRAINAGE
SYSTEM, 'w'ATER SHALL BE FILTERED BY USE OF A BARRIER
SYSTEM, 'w'ATTLE OR OTHER APPROVED METHOD, (CGC 4.106.2,),
GRADING AND PAVING,
SITE GRADING OR DRAINAGE SYSTEM 'w'ILL MANAGE ALL SURFACE
'w'ATER FL□'w'S TD KEEP 'w'ATER FROM ENTERING BUILDINGS
<S'w' ALES, 'w' ATER COLLECTION, FRENCH DRAINS, ETC,), (CGC 4.106,3,),
EXCEPTION, ADDITIONS NOT ALTERING THE DRAINAGE PATH.
LANDSCAPE IRRIGATION 'w'ATER.
PROJECTS 'w'ITH LANDSCAPE IRRIGATION 'w'ATER USE SHALL HAVE
'w'EATHER DR SOIL BASE CONTROLLERS, (CGC 4.304,1.),
RECYCLING,
A MINIMUM OF 651/. OF THE NON-HAZARDOUS CONSTRUCTION AND
DEMOLITION 'w'ASTE IS TD BE RECYCLED (CGC 4.408.1.)
RECYCLING,
THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION 'w'ASTE
MANAGEMENT PLAN TD THE JURISDICTIONAL AGENCY THAT
REGULATES 'w'ASTE MANAGEMENT, PER, (CGC 4.408,2.),
PROVIDE R-6 INSULATION FOR DUCT 'w'□RK IN UNCONDITIONED SPACES,
PROVIDE A MINIMUM 100 CFM KITCHEN HODD EXHAUST TD THE
EXTERIOR 'w'ITH METAL DUCT'w'□RK, A CEILING OR 'w' ALL EXHAUST
MAY BE USED THAT PROVIDES 5 AIR CHANGES PER HOUR.
HEATING AND AIR-CONDITIONING SYSTEM DESIGN,
HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED,
DESIGNED, AND HAVE THEIR EQUIPMENT SELECTED USING THE
F□LL □'w'ING METHODS (CGC 4,507.2)1
o., THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TD
ANSI/ACCA 2 MANUAL J ASHRAE HANDBOOKS, DR OTHER
EQUIVALENT DESIGN S□FT'w'ARE DR METHODS,
b, DUCT SYSTEMS ARE SIZED ACCORDING TD ANSI/ACCA 1 MANUAL D
2009, ASHRAE HANDBOOKS, DR OTHER EQUIVALENT DESIGN
S□FT'w'ARE DR METHODS,
c. SELECT HEATING AND CODLING EQUIPMENT ACCORDING TD
ACCA 36-S MANUAL S DR OTHER EQUIVALENT DESIGN SDFT'w'ARE
DR METHODS.
CONSTRUCTION 'w'ASTE REDUCTION, DISPOSAL, AND RECYCLING,
REDUCE AND/DR SALVAGE FDR REUSE A MINIMUM OF 65 PERCENT
OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS,
(CGC 4.408.D
EXCEPTION, EXCAVATED SOIL AND LAND-CLEARING DEBRIS
EXCEPTION, ALTERNATE 'w'ASTE REDUCTION METHODS DEVELOPED
BY 'w'□RKING 'w'ITH LOCAL AGENCIES IF DIVERSION DR RECYCLE
FACILITIES CAPABLE OF COMPLIANCE 'w'ITH THIS ITEM DD NOT
EXIST DR ARE NOT LOCATED REASONABLY CLOSE TD J□BSITE,
OPERATION AND MAINTENANCE MANUAL,
PRIOR TD FINAL INSPECTION, A MANUAL, COMPACT DISC,
'w'EB-BASED REFERENCE, DR OTHER ACCEPTABLE MEDIA 'w'HICH
INCLUDES ALL OF THE F □LLD'w'ING SHALL BE PLACED IN THE
BUILDING. (CGC 4.410,D•
o., DIRECTIONS TD □'w'NER DR OCCUPANT THAT MANUAL SHALL REMAIN
'w'ITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE
STRUCTURE,
b. EQUIPMENT AND APPLIANCES, INCLUDING 'w'ATER-SAVING DEVICES
AND SYSTEMS, HVAC SYSTEM, PH□T□V□L TAIC SYSTEMS,
'w'ATER-HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND
EQUIPMENT,
I. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND D□'w'NSP□UTS,
II, OPERATIONS AND MAINTENANCE INSTRUCTIONS FDR THE
F□LL□'w'ING1
Iii, SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR
FILTERS,
Iv. LANDSCAPE IRRIGATION SYSTEMS,
v, 'w'ATER REUSE SYSTEMS.
c. INFORMATION FROM LOCAL UTILITY, 'w'ATER, AND 'w'ASTE
RECOVERY PROVIDERS ON METHODS TD FURTHER REDUCE
RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND
LOCATIONS,
d. PUBLIC TRANSPORTATION AND/DR CARPOOL OPTIONS AVAILABLE
IN THE AREA,
e, EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN
INTERIOR RELATIVE HUMIDITY BET'w'EEN 30-60 PERCENT AND
'w'HAT METHODS AN OCCUPANT MAY USE TD MAINTAIN THE
RELATIVE HUMIDITY LEVEL IN THAT RANGE.
f, INFORMATION ABOUT 'w'ATER-C□NSERVING LANDSCAPE AND
IRRIGATION DESIGN AND CONTROLLERS 'w'HICH CONSERVE 'w'ATER.
g. INSTRUCTIONS FDR MAINTAINING GUTTERS AND D□'w'NSP□UTS AND
THE IMPORTANCE OF DIVERTING 'w'ATER AT LEAST 5 FEET A'w'AY
FROM FOUNDATION,
h. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES,
INCLUDING, BUT NOT LIMITED TD CAULKING, PAINTING, GRADING
AROUND THE BUILDING, ETC,
i. INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE
PROGRAMS AVAILABLE.
J. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED
BY THE ENFORCING AGENCY,
ALL 'w'ATER CLOSETS SHALL HAVE AN EFFECTIVE FLUSH VOLUME
OF NOT MORE THAN 1.28 GALLONS PER FLUSH. TANK TYPE 'w'ATER
CLOSET SHALL BE CERTIFIED TD THE PERFORMANCE CRITERIA OF
THE U.S. EPA 'w'ATER SENSE SPECIFICATION FDR TANK. TYPE
TOILETS. <CGC 403,1.D,
URINALS SHALL HAVE AN EFFECTIVE FLUSH VOLUME NOT TD
EXCEED 0.5 GALLONS PER FLUSH, (CGC 403,1.2),
SINGLE SH□'w'ER HEADS SHALL HAVE A MAXIMUM FLD'w' RATE OF
NOT MORE THAN 2,0 GALLONS PER MINUTE AT 80 PSI. MULTIPLE
SH□'w'ER HEADS 'w'HEN SERVED BY A SINGLE VAL VE SHALL HAVE
A COMBINED FL□'w' RATED NOT TD EXCEED 2.0 GALLONS PER
MINUTE, (CGC 403,1.3.D.
RESIDENTIAL LAVATORY FAUCETS SHALL HAVE A MAXIMUM RATE
1.5 GALLONS PER MINUTE AT 60 PSI AND A MINIMUM FL□'w' RATE
OF NOT LESS THAN 0.8 GALLONS PER MINUTE AT 20 PSI.
<CGC 403,1.4,2).
KITCHEN FAUCETS SHALL HAVE A MAXIMUM FL□'w' RATE OF 1.8
GALLONS PER MINUTE AT 60 PSI.
KITCHEN FAUCETS TEMP□RARIL Y INCREASE THE FL□'w' RATE TD A
MAXIMUM OF 2.2 GALLONS PER MINUTE AT 60 PSI ALLD'w'ED BUT
MUST DEFAULT BACK TD THE 1.8 GALLONS PER MINUTE.
(CGC 403.1.4.4).
A PLUMBING FIXTURE CERTIFICATION MUST BE COMPLETED AND
SIGNED BY EITHER A LICENSED GENERAL CONTRACTOR, DR A
PLUMBING CONTRACTOR DR THE BUILDING □'w'NER CERTIFYING THE
FL□'w' RATE OF THE FIXTURES INSTALLED.
JOINTS AND OPENING, ANNULAR SPACES AROUND PIPES, ELECTRIC
CABLES, CONDUITS, DR OTHER OPENINGS IN SOLE/BOTTOM PLATES
OF EXTERIOR 'w'ALLS SHALL BE PROTECTED AGAINST THE PASSAGE
OF RODENTS BY CLOSING SUCH OPENINGS 'w'ITH CEMENT MORTAR,
CONCRETE MASONRY DR OTHER METHOD ACCEPTED BY AGENCY,
(CGC 4.406,D,
DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION
COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION,
(CGC 4,504,D,
ADHESIVE, SEALANTS AND CAULKS SHALL BE COMPLIANT 'w'ITH voe AND OTHER TOXIC COMPOUND LIMITS, (CGC 4,504,2,D.
ADHESIVE, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS,
SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL C □MPL Y 'w'ITH
LOCAL OR REGI □NP,L AIR POLLUTION CONTROL DR AIR QUALITY
MANAGEMENT DISTRICT RULES 'w'HERE APPLICABLE, DR SCAQMD
RULE 1168 voe LIMITS, AS SH □'w'N IN TABLES 4,504.1 AND 4.504,2
OF CALGREEN , (CGC 4.504,2.4).
AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES,
AND SEALANT DR CAULKING COMPOUNDS <IN UNITS OF PRODUCT,
LESS PACKAGING, 'w'HICH DD NOT 'w'EIGH MORE THAN □NE POUND
AND DD NOT CONSIST OF MORE THAN 16 FLUID DUNCES) SHALL
C□MPL y 'w'ITH STATE'w'IDE voe STANDARDS AND OTHER
REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN
TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE
17, COMMENCING 'w'ITH SECTION 94507, (CGC 4.504,2.4),
ARCHITECTURAL PAINTS, STAINS AND OTHER COATINGS SHALL BE
COMPLIANT 'w'ITH voe LIMITS SET IN SECTION 4,504,2,2 AND
TABLE 4,504.3,
AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT 'w'ITH
PRODUCT 'w'EIGHTED MIR LIMITS FDR voe AND OTHER TOXIC
COMPOUNDS AS SPECIFIED IN (CGC 4,504,2,3).
INTERMITTENTLY OPERATED <KITCHEN, BATH, ETC.) LOCAL EXHAUST
FANS SHALL BE RATED AT 3,0 SONES DR LESS,
THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TD
ACCA MANUAL J, ASHRAE HANDBOOKS DR OTHER EQUIVALENT
DESIGN S□FT'w'ARE DR METHODS.
OPERATION AND MAINTENANCE MANUAL,
THE BUILDER SHALL PROVIDE AN OPERATION MANUAL <CONTAINING
INFORMATION FDR MAINTAINING APPLIANCES, ETC.) FDR THE
□'w'NER AT THE TIME OF FINAL INSPECTION, (CGC 4.410,1.),
POLLUTANT CONTROL,
DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TD BE SEALED,
AND MECHANICAL EQUIPMENT IS TD BE COVERED, (CGC 4,504,1.),
POLLUTANT CONTROL,
V□C'S MUST C□MPL Y 'w'ITH THE LIMITATIONS LISTED IN SECTION
4,504,3 AND TABLES 4,504.1, 4.504,2, 4,504.3 AND 4,504.5 FDR
ADHESIVES, PAINT AND COATINGS, CARPET AND COMPOSITION 'w'□□D
PRODUCTS, (CGC 4,504,2,),
INTERIOR MOISTURE CONTROL:
CONCRETE SLABS SHALL BE PROVIDED 'w'ITH A CAPILLARY BREAK
(CGC 4,505.2.1.),
INTERIOR MOISTURE CONTROL,
THE MOISTURE CONTENT OF 'w'□□D SHALL NOT EXCEED 191/. BEFORE
IT IS ENCLOSED IN CONSTRUCTION, THE MOISTURE CONTENT NEEDS
TD BE CERTIFIED BY □NE OF 3 METHODS SPECIFIED IN SECTION
4,505.3, BUILDING MATERIALS 'w'ITH VISIBLE SIGNS OF 'w'ATER
DAMAGE SHOULD NOT BE USED IN CONSTRUCTION, THE MOISTURE
CONTENT MUST BE DETERMINED BY THE CONTRACTOR BY □NE OF
THE METHODS LISTED IN CGC 4.505,3,
INDOOR AIR QUALITY,
BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY
TD THE OUTSIDE AND CONTROLLED BY A HUMIDISTAT, <CGC 4.506,1.),
OFFICIAL 'w'RITTEN VERIFICATION,
PRIOR TD FINAL INSPECTION THE LICENSED C □NTRACTQR, ARCHITECT,
DR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL
CONSTRUCTION MUST PROVIDE TD THE BUILDING DEPARTMENT
OFFICIAL 'w'RITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS
FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN
IMPLEMENTED AS PART OF THE CONSTRUCTION. <CGC 410,D.
CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT 'w'ITH voe
LIMITS, (CGC 4,504.3) A LETTER FROM THE GENERAL CONTRACTOR,
SUBCONTRACTOR AND DR THE BUILDING □'w'NER CERTIFYING THAT
MATERIALS USED COMPLIES 'w'ITH THE CALIFORNIA GREEN CODE.
80 PERCENT OF THE FLOOR AREA RECEIVING RESILIENT FLOORING
SHALL C□MPL Y 'w'ITH □NE DR MORE OF THE F□LL□'w'ING:
0., voe EMISSION LIMITS DEFINED IN THE COLLABORATIVE FDR
HIGH PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE
PRODUCTS DAT ABASE,
b, PRODUCT COMPLIANCE 'w'ITH CHIPS CRITERIA CERTIFIED UNDER
THE GREENGUARD CHILDREN AND SCHOOL PROGRAM,
c, CERTIFICATION UNDER THE FLOOR COVERING INSTITUTE
(RFCD FLOOR SCORE PROGRAM.
d, MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEAL TH,
'STANDARD METHOD FDR THE TESTIMG AND EVALUATION OF
VOLATILE ORGANIC CHEMICAL EMISSIONS' FROM INDOOR
SOURCES USING ENVIRONMENTAL CHAMBERS, VERSION 1.1
FEBRUARY 2010,
HARD'w'□□D PL Y'w'□□D, PARTICLEBOARD, MEDIUM DENSITY
FIBERBOARD, COMPOSITE 'w'□□D PRODUCT USED ON THE INTERIOR
DR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS
FDR FORMALDEHYDE AS SPECIFIED IN ARB's AIR TOXIC CONTROL
MEASURE FDR COMPOSITE 'w'□□D AS SPECIFIED IN SECTION 4,504.5
AND TABLE 4,504.5,
A CERTIFICATION COMPLETED AND SIGNED BY GENERAL
CONTRACTOR, SUBCONTRACTOR, DR THE BUILDING □'w'NER
CERTIFYING THAT THE RESILIENT FLOORING, COMPOSITE 'w'□□D
PRODUCT, PL Y'w'□□D PARTICLE BOARD C□MPL y 'w'ITH THE voe
LIMITS AND FORMALDEHYDE LIMITS SPECIFIED IN THE NOTES
ABOVE AND THE CALIFORNIA GREEN CODE.
VAPOR RETARDER AND CAPILLARY BREAK IS INSTALLED AT SLAB
ON GRADE FOUNDATIONS, SH□'w' □NE OF THE F□LLD'w'ING METHODS
ON PLAN• (CGC 4.504,2,D,
o., 4-INCH BASE OF 1/2-INCH DR LARGER CLEAN AGGREGATE
SHALL BE PROVIDED 'w'ITH A VAPOR BARRIER IN DIRECT
CONTACT 'w'ITH CONCRETE AND A CONCRETE MIX DESIGN 'w'HICH
ADDRESS BLEEDING, SHRINKAGE, AND CURING SHALL BE USED,
b, A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN
PROFESSIONAL.
EACH BATHROOM SHALL BE MECHANICALLY VENTILATED, FANS
SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TD
TERMINATE OUTSIDE THE BUILDING, UNLESS FUNCTIONING AS A
COMPONENT OF A 'w'H□LE-H□USE VENTILATION SYSTEM, FANS MUST
BE CONTROLLED BY A HUMIDITY CONTROL \.iHICH SHALL BE
CAPABLE OF ADJUSTMENT BET',/EEN A RELATIVE HUMIDITY RANGE
OF MINIMUM 501/. TD A MAXIMUM OF 801/.. A HUMIDITY CONTROL MAY
BE A SEPARATE COMPONENT TD THE EXHA:JST FAN AND IS NOT
REQUIRED TO BE INTEGRAL. (CGC 4.506,D,
THE MOISTURE CONTENT OF BUILDING MATERIAL USED IN 'w'ALLS
AND FLOOR FRAMING IS CHECKED BEFORE ENCLOSURE, MOISTURE
CONTENT SHALL BE VERIFIED EITHER A PROBE TYPE CONTACT
TYPE MOISTURE METER. <CGC 4,504),
THE DISCHARGE OF POLLUTANTS TD ANY STORM 'w'ATER DRAINAGE
SYSTEM IS PROHIBITED, ND SOIL 'w'ASTE, PETROLEUM BY
PRODUCTS, SOLID PARTICULATE, CONSTRUCTION 'w'ASTE MATERIAL
OR 'w'ASTE'w'ATER GENERATED ON CONSTRUCTION SITE DR tY
CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED, DR
DISCHARGED INT □ THE STREET, GUTTER DR STORM DRAIN SYSTEM.
CONSTRUCTION 'w'ASTE MANAGEMENT PLAN:
A CONSTRUCTION 'w'ASTE MANAGEMENT PLAN SHALL BE PREPARED
AND AVAILABLE ON SITE DURING CONSTRUCTION, DOCUMENTATION
DEMONSTRATING COMPLIANCE 'w'ITH THE PLAN SHALL BE
ACCESSIBLE DURING CONSTRUCTION FDR THE ENFORCING AGENCY,
(CGC 4.408,2) THE PLAN•
o., IDENTIFY THE CONSTRUCTION AND DEMOLITION 'w'ASTE MATERIALS
TD BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE
PROJECT DR SALVAGE FDR FUTURE USE DR SALE.
b, SPECIFY IF CONSTRUCTION OR DEMOLITION 'w'ASTE MATERIALS
'w'ILL BE SORTED ON-SITE (SOURCE SEPARATED) DR BULK MIXED
(SINGLE STREAM),
c. IDENTIFY DIVERSION FACILITIES 'w'HERE THE CONSTRUCTION AND
DEMOLITION 'w'ASTE 'w'ILL BE TAKEN,
d, IDENTIFY THE CONSTRUCTION METHODS EMPLOYED TD REDUCE THE
AMOUNT OF CONSTRUCTION AND DEMOLITION 'w'ASTE GENERATED,
e, SPECIFY THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION 'w'ASTE
MATERIALS SHALL BE CALCULATED BY 'w'EIGHT DR VOLUME NOT BY
BOTH,
MOISTURE CONTENT OF BUILDING MATERIALS,
BUILDING MATERIALS 'w'ITH VISIBLE SIGNS OF 'w' ATER DAMAGE
SHALL NOT BE INSTALLED. 'w'ALL AND FLOOR FRAMING SHALL NOT
BE ENCLOSED 'w'HEN THE FRAMING MEMBERS EXCEED 19 PERCENT
MOISTURE CONTENT, MOISTURE CONTENT SHALL BE VERIFIED IN
COMPLIANCE 'w'ITH THE F □LL□'w'ING (CGC 4,505.3):
o., MOISTURE CONTENT SHALL BE DETERMINED 'w'ITH EITHER A
PROBE-TYPE OR CONTACT-TYPE MOISTURE METER,
b, MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET TD 4
FEET FROM GRADE STAMPED END OF EACH PIECE TD BE VERIFIED.
c. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE
PERFORMED ON 'w'ALL AND FLOOR FRAMING 'w'ITH DOCUMENTATION
ACCEPTABLE TD THE ENFORCING AGENCY PROVIDED AT THE TIME
OF APPROVAL TD ENCLOSE THE 'w'ALL AND FLOOR FRAMING.
d, INSULATION PRODUCTS 'w'HICH ARE VISIBLY 'w'ET DR HAVE HIGH
MOISTURE CONTENT SHALL BE REPLACED DR ALL□'w'ED TD DRY
PRIOR TD ENCLOSURE IN 'w'ALL AND FLOOR CAVITIES,
'w'ET-APPLIED INSULATION PRODUCTS SHALL F□LL□'w' THE
MANUFACTURERS DRYING RECOMMENDATIONS PRIOR TD ENCLOSURE.
REVISIONS
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A. General
Applicable codes. All projects shall comply with ths 2019 Galifamia Building Code (CBC)
and/or California Residential Code (CRC), 2019 California Green Building Standards Code
(CalGreen), 2019 Galifomia Electrical Code (CEC), 2019 California Mechanical Gode (CMG),
2019 Ga/ifomia Plumbing Code (CPC), 2019 Caliliomia Fire Code (CFC), 2019 GaNfamia
Building Energy E/fic/en,;y Standards (CBEES), and all County of Sail Diego amendments.
A. Electrical, Plumbing, and Mechanical
1. Exrerior lighting. All projects shall comply with the County of San Diego lighting
ordinance.
2. GFCI outlets. Ground Fault Circuit lnterriupter (GFC!} outlets are required in bathrooms,
at kitchen countertops, at laundry and wet bar sinks, in garages, in crawlspaces, in
unfinished basements, and outdoors. (CEC 21 G.8)
3. AFC! outlets. Bectrical circuits in becifooms, living rooms, dlnfng rooms; dens, closets,
hallways,. or similar rooms must be protected by Arc Fault Circuit Interrupters (AFC!}.
(CEC 210.12)
4. Ltiminaire.requiraments. Installed lum!nalres shall meet the efficacy and fixture
requirements of CBEES 150.0(k).
5. Smoke detectors in building remodels. Smoke detectors are required in each existlng
s!eeping room, outside each separate sleeping area in the immediate vicinity cf sleeping
moms, and on each story of a dwe!Hng including basements. Battery~operated detectors
are accept.able in existITTg areas with no construction taking place ard in alterations not
resulting in removal of interior wall or cemng finishes and without access via an attic,
crawl space, or basament. (CRC R314.3)
6. Carbon monoxide detectors in building remodels. Carbon monoxide detectors are
required outside each separate sleeplng area in the immediate vicinity of sleeping rooms
and on each story of a dwe!l[ng including basements. Battery~operated detectors are
acceptable ITT existing areas with no construction taking place and in alterations not
resulting in removal of interlorwaU or ceiling finishes and without access via an attic,
cra'M space, or basement (CRC R315,3)
7. Water heater seismic strapping. Mlnimum two 3/4-inch-by-24-gauge straps required
around water heaters, with 114-inch-by-3-inch lag bolts attached directly to framing.
Straps shall be at points within upper third and lower third of water heater vertica[
dimension, Lower connection shal! occur minimum 4 inches above controls. (CPC 507 2}
8. Gas appliances in garages. Water heaters and heating/cooling equipment capable of
igniting flammable vapors shall be placed on minimum 18-inch-high platform unless
listing report number provided showing ignition-resistant appltance. {CPC 507.13 and
CMC 305.1)
9. impact protection of appliances. Water heaters and heatingJcooling equipment subject
to vehicular impact sha!f be protected by-bollards or an equivalent measure. (CPC
507.13.1 and CMC 305.11)
10. Water cloSet clearance. Minimum 30-inch-wide by 24-lnch-deep clearance r~uired at
front of water closets. (CPC 402_5)
11. Shower size. Shower compartments shall have. minimum area of 1024 square inches
and be a.ble to encompass a 30-inch-d!ameterclrcle. Shower doors shall have a
minimum 22~inch unobstructed width {CPC 408.5 and CPC 408.6}
12. Fireplace appliances. Flrepfaces with gas appliances are required to have the flue
damper permanently fixed fn the open position and fireplaces with LPG appliances are to
have no 'pit' or 'sump' configurations, (CMG 303.7.1)
13. Chimney clearance. Minimum 2-foot chimney clearance required above bui!ding·withln
10-foot horizontally of chimney. The chimney shal! extend minimum 3 feet above hi'ghest
point where chimney passes through roof. (CRC R1003.9)
C. Mechanical Ventilation and Indoor Air Quality (ASHRA.E 62.2~2010)
1. Transfer air. Ventilatton air shall be provided directly .from the outdoors and not as
transfer afr from adjacent dweJling units or other spaces, such as garages, unconditioned
crawlspaces, or unconditioned attics. (CBEES 150.0(o))
2; Instructions and labeling. Ventilation system controls shall be labeled and. the home
owner shall be provided with instructions on how to operate the system. (CBEES
150.0(o))
3. Combustion and-solid..fuel burning appliances. Combustion appliances shall' be
properly vented and air systems sha!I be designed to prevent back drafting, (CBEES
150.0[o))
4. Garages. The wa!I and openings between occuptab[e spaces and the garage sha!I be
sealed. HV AC systems that include a lr handlers or return ducts located in garages shall
have total air leakage of no more than 6% of total fan flow when measured at 0.1 in. w.c.
using CalifOrnia Title 24 or equivalents. (CBEES 150.0(o)}
5. Minimum filtration. Mechanical systems supplying air to occupiable space through
ductwork shall be provided with a filter having a minimum efficiency of.MERV 6 or better.
(CBEES 150.0(o))
6. Afr Inlets. Air inlets· (not exhaust) shaf! be located away from known contaminants.
(CBEES 150.0(o))
7. Air moving equipment. Air moving equipment used to meet either the whole-building
ventllatlon requi-rement or the local ventilation exhaust requirement shalf be rated in
terms of airrlow and sound. (CBEES 150,0(o))
a. All continuously operating fans sha!l be rated at a maximum of 1.0 sone.
b. Intermittently operated whole-building ventilation fans shall be rated at a maximum of
1.0 sone.
c. Intermittently operated local exhaust fans shall be rated at maximum of 3.0 sane.
d. Remotely located air.:rnoving equipment (mounted outside of habitable spaces) need
not meet sound_ requirements if at least 4 feet ofducl.w'ork between-fan and intake grilL
D. Foundation and Underfloor
1. Foundation reinforcement. Continuous footlngs and stem walls shall be provided with a
minimum two longitudinal No. 4 bars, one at the top and one at the bottom of the footing.
(CRC R403.1.3.3)
2. Shear wall foundation support. Shear waHs shall be supported by continuous
foundations. (CRC 403.1.2)
3. Concrete slabs-<,n-grade. Slabs-on-grade shall be minimum 3-1/2Minches thick. (CRC
RS06.1)
4. Vapor retarder. A 6-mil polyethylene or approved vapor retarder with joints lapped
minimum 6 inches shall be placed between a concrete slab-on-grade and the base
course or subgrade. (CRC 506.2.3)
5. Anchor bolts and sills. Foundation plates or sms shall be bolted or anchored to the
foundation or foUndation wall per the following (CRC R403.1,6 and CRC R602.11.1):
a. Minimum 1/2-inch-dia.meter steel bolts
b. Bolts embedded at !east 7 inches into concrete or masonry
c. Bolts· spaced maximum 6 f~ on center
d. Minimum two bolts per pl8teisift piece with one bolt located maximum 12 inches and
minimum 7 bolt diameters from each end of each sm plate/piece
e. Min!mum 3-inch by 3-inch by 0.299-inch steel p{ate washer between sill and nut on
each bolt
6. Hoki-downs. AH hold-downs must be tied in place Prior ta foundation inspection
7. Protection of wood against decay. Natura.Uy durable or preservative-treated wood shall
be provided in the following locations (CRC R317.1):
a. All wood in contact with ground, embedded In· concrete in direct contact wlth ground, or
embedded in concrete exposed to weather
ii. Wood joists within 18 inches and wood girders within 12 inchss of the exposed ground
in era.wt.spaces sha!! be of naturaJ!y durable or preservative-treated wood
e. Wood framing members that rest on concrete er masonry exterior foundation walls and
are less than 8 inches from exposed earth shall be of natur.aUy durab!e or
preservative-treated wood
d. Wood framing, sheathing, and siding on the exterior cf the building and having
clearance iess than 6 inches fran the exposed ground or less than 2 inches vertically
from concrete steps, porch slabs, pato slabs, and similar horizontal surface exposed to
weather
e. Sills and sleepers on concrete or masonry s!ab in direct contact with ground unless
separated from such slab by impervious moisture barrier
PDS 081 (REV. 01/01/2020)
D. Founf1a!ion and Underfloor {Continued)
f. Ends of WOJd girders entering masonry or concrete watls with clearances less than 1/2
ittf;h: on tops, sides, and ends
g. Wood structural members supporting mcistire-permeable floors or roofs exposed to
W§ather, such as concrete or masonry slabs, unless sepa:ated from such floors or
~fs by an impervious moisture barrier
h. Wgoo furring strips or other wood framing members attached directly to interior of
61\terlorconcrete or masonry walls below grade except where vapor retarder applied
b~tween wall and f..irring strips or taming members
8. Underfloor ventilation. Underfloor areas shall have ventilation openings through
foundation walls or exterior walls, with minimum net a•ea of ventilation openings of i
square foot for each 150 square feet of underfloor area. On such ventilating opening
shall be within 3 feet of each comer of the building. (CRC R408.1)
9. Undurfioor access. Underfloor areas shall be provided with a minimum 18-inch by
24~inch access opening. (CRC R408.4)
E. Wood Framing
1. Fastener requirements. The number, slze, and spacing of fasteners connecting wood
members/elements shall not be less than that set forth in CRC Table R602.3(1). (CRC
R502.9, CRC R602.3, and CRC R802.2)
2. Stud size1 height, and spacing. The size, height, and spacing of studs shafl be in
accordance with CRC Table R602.3(5). (CRC R602.3.1)
3. sm plate. Studs shaft have full bearing on nominal 2-inch thick or larger sill plate with
width at least equal to stud width (CRC R602.3.4)
4. Bearing studs. Where joists, trusses, or rafters are spaced more than 16 !nc:hes on
center and the bearing studs be!ow are spaced 24 inches on center, such members shat!
bear within 5 inches of the studs beneath. (CRC R602.3.3)
5. Drilling and notching of studs. Any stud in an exterior wall or bearing partition may be
cut or notched to a depth not exceeding 25% of its width_ Studs in nonbearfng partitions
may be notched to a depth not to exceed 40% of a single stud width. Any stud may be
bored or drilled, provided the diameter of the resulting ho!e is no rrue than 60% of the
stud Width, the edge of the hole is no more than 518 inch to the edge of the stud, and the
ho!e is not located in the same section as a cut or notch. Studs located in exterior wall or
bearing partitions drli!ed over 40o/o and' up to 60% shall also-be doubied with no more
than two successive studs bored. (CRC R602.6)
6. Top plate. Wood stud wafls shall be c~9ped with a double top plate installed to provide
overlapping at corriers and at intersections with other partitions, End joints in doubfe top
plates shall be offset at least 24 inches. Joints in plates need not occur over studs.
Plates shall be minlmum nominal 2 inches thick and have width at least equal to width of
studs. (CRC R602.32)
7. Top plate splices. Top plate [ap splices shall be face-nalied w!th minimum 8 16d nails
on each side of splice. (CRC R602.10.8.1)
8. DriUil"lg and notching oftop plate. When piping or ductwork is placed in or partly In an
exterior wall or intenior toad-bearing waH, necessitating cutting, drilling, or notching of the
top plate by more than 50°/o of its width, a galvanized metal tie not less than 0.054-inch
thick and i-112-inches wide sha!l be fastened across and to the plate at each side of the
opening with not less than 8 10d nails having a minimum length of 1-1/2 inches at each
side or equivalent. The metal tle must extend minimum 6 inches past the opening. (CRC
R602.6.1)
9. Cripple walls. Foundation cripplewa!ls sha!I be framed of studs not less in size than the
studding above. Cripple walls more tha.n 4 feet in height shall have studs sized as
required for an additional story. Crip~!e wails with stud height less than 14 inches shall be
sheathed on at least one side with a wood structural panel fastened to both the top and
bottom plates ln accordance with Table R602.3(i), or the cripple walls shall be
constructed of solid blocking. Cripple walls shall be supported on continuous
foundations. (CRC R602.9)
1.0. Wa!i bracing. Buildings shall be braced in accordance with the methods allowed per
CRC R602.10.2. CRC R602.10.4. andiorCRC RSD2.10.5.
11. Braced wail line spacing. -Spacing between braced wall lines shall not exceed 20 feet
_cr-alternate provisions of CRC R6□2 'lO.-: .3.
12. Shear wail Ci.mndative length. The cumLi!ative length of shear walls within each braced
wall line shall meet the provisions of CRC Tabl~ R602, 10.3(1) for wind loads and CRC
Table R602.10.3(2) for seismic !cads !GRC R602.10.1.1)
13. Shear wall spacing. Shearwa!!s shaJ 06 located not more than 25 feet on center. {CRC
R602.10.2.2)
14. Shear wali offset, Shear wa;;..; may be offset out-of-plan not more than4 feet from·the
designated braced wall line ancl not more than 8 feet from any other offset wal!
considered part of the same braced wail line. {CRC R602.10 .1.2)
15. She&r wan location. Shear walls shall be located at the ends of each braced wall line or
meet 1he alternate provisions of CRC R602.10.2.2.
16. Individual shear wall length. Shear wa!ls shat! meet minimum length requirements of
CRC R602.10.6.5.1.
17. Cripple wall bracing. Cripple wa!is sha!I be braced per CRC R602.10, 11.
18. Shear wall and diaphragm nailing. All shear walls, roof dtaphragms, and floor
diaphragms shall be nailed to supporting construction per CRC Table R602.3(1 ). (CRC
R604.3)
19. Sheair wall joints. Al! vertical joints in-shear wa!! sheathing shatl occur over, and be
fastened to, common studs. Horizontal joints in shear walls shall occur over, and be
fastened to, minimum 1-1/2-inch-thick blocldng. (CRC R602.10.10)
20. Framing over openings. Headers, double joists, or trusses of adequate slze to transfer
loads to vertical members shaH be provided over window and door openings in
load-bearing walls and partitions. (CBC 2304.3.2)
21. Joists under bearing partitions. Joists. under parallel bearing partitions sha!! be of
adequate size to support the load. Double joists, sized to adequately support the load,
that are separated to permit the lnstallation of piping or vents shall be full-depth
solid-blocked with minimum 2-lnch nominal lumber spaced at maximum 4 feet on center.
Bearing partitions perpendicular to joists shall not be offset from supporting girders,
waits, or partitions more than the Joist depth unless such joists are of sufficient size to
carry the addUonal load. {CRC R502.4)
22.. Joists above or below shear walls. Where joists are perpendicular to a shear wall
above or below, a rim joist band joist, or blocking shall be provided a!ong the entire
length of the shear wail. Where joists are parallel to a shear wail above or be!ow, a rim
joist, end joist, or other parallel framing shall be provided dirncUy above and/or be!ow the
shear wall. Where a parallel framing member cannot be located dlrectly above and/or
below the shear wan, furl-depth blocking at 16-inch spacing shall be provided between
the parallel framing members to each side of the shear walL {CRC R802.10.8)
23. Floor member bearing. The ends of each floor joist, beam, or girder sha8 have
minimum 1-112 inches of bE!aring on wood or metal and mITTlmum 3 inches of bearing on
masonry or concrete except where supported on a 1-inch-by-4-lnch ribbon strip and
nailed to the adjoining stud or by the use of approved joist hangers. (CRC R502.6)
24. Floor joist lap. F!oor joists framing opposite sides over a bearing support shall lap
minimum 3 inches and shall be nailed together within mlnimum 3 1 Od face nai!s. A •.vood
or metal splice with strength equal to or greater than that provided· by the lap is permitted.
(CRC R502.6.1)
25. Floor joist-t:o--girder st11pport. Floor joists framing into the side of a wood girder shaU be
supported by approved framing anchors or on ledger strips minimum nominal 2 inches by
2 inches. (CRC R502.6.2)
26. Floor joist lateral restraint. Floor joists shall be supported laterally at ends and each
intermediate support by mlnimum 2-tnch full-depth blocking, by attachment to fuU-depth
header, band joist, or rim joist, to an adjoining stud, or shall be otherwise provided with
lateral support to prevent rotation. (CRC R502.7)
27. Floor joist bridging. Floor joists exceeding nominal 2 inches by 12 inches shall be
supported laterally by solid blocking, diagonal bridging (wood or meta!), or a continuous
1-inch-by-3-inch sirip nailed across the bottom of joists perpendicular to joists at
maximum 8-foot Intervals. (CRC R502,7.1}
28. Framing of floor openings. Openings in floor framing shall be framed with a header and
trimmer joists. When the header joist span does net exceed 4 feet the header joist may
be a single member the same size as the floor joist Single trimmer joists may be used to
carry a sing!e header joist 1ocated wlthin 3 feet of the trimmer joist bearing. When the
header joist span exceeds 4 feet, the trimmer joists and header joist sha!! be doubled and
of sufficient cross section to support the floor joists framing into the header. Approved
hangers shall be used for the header-joist-to-trimmer-Joist connections when the header
joist span exceeds 6 feet. Tail joists over 12 feet long shalf be supported at the header
by framing anchors or on ledger strfps minimum 2 inches by 2 inches. (CRC R502. iO)
E. Wood framing (Continued)
29. Girders. Girders for sing le-story construction or girders supporting loads from a single
floor shali not be !ess than 4 inches b":! 6 inches for spans 6 feet or less, provided that
girders are spaced not more than 8 fi?lSt on center. Other glrders shalt be designed to
support the loads specified in the CBC-Glrder end joints shall occur over supports.
When a girder is spUced over a supp!:!ft. an adequate tie shall be provided. The ends of
beams or girders supported on masoriry or concrete shali not have less than 3 inches of
bearing. {CBC 2308.7)
30. Ridges, hips, and valleys. Rafters shaH be framed to a ridge board or to each other with
a gusset plate as a tie. Ridge boards shall be· minimum 1-!nch nominal thickness and not
less in depth than the cut end of the rafter. A1 al! valley and hips, there shall be a valley
or hip rafter not less than 2-inch nominal thickness and not less in depth than the cut end
of the rafter. Hip and valley '"afters shali be supported at the ridg8 by a brace to a
bearing partition or be designed to carry and distribute the specific load at that point
Where the roof pitch ts less than 3: 12 slope {25% gradient), structural members that
support rafters and ceilings joists, such as ridges, hips, and vaileys, sha!! be designed as
beams. (CRC R802.3)
31. cemng jOist and rafter connections. Ceiling joists and rafters shal! be nailed to each
other per CRC Table R802.5.1 {9), and the rafter shall be nailed to the wall top plate per
CRC Table R602.3(1). Ceil;ng joists shall-be continuous or SeCI.D'ely joined perCRC
Table R802,5.1 (9) where they meet over interior partitions and are nailed to adjacent
rafters to provide a continuous tie across the building when such joists are parallel to
rafters. Where ceiling joists are not connected to the rafters at the wall top plate, joists
connected higher in the attic shaH be ,nsta3ecl as rafter tles, or rafter tles shall be lnstailed
to provide a continuous tie, Whe:-e ceiilng joists are not parallel to rafters. rafter ties shall
be. installed. Rafter ties shall be minimum 2 inches by 4 inches nominal, installed per
CRC Table R802.5.1 (9}, or connections of equivalent capacities shaA be provided.
Where ceilings joists or rafter ties are not provided, the ridge formed by these rafters
shall be supported by a waU or engineer-designed girder. (CRC R802.3.1)
32. Ceiling joists lapped. Ends of ceiling joists shat! be lapped minimum 3 inches or butted
over bearing partitions or beams and toenailed to the bearing eiement. Where cei!lng
joists provide resistance to rafter thrust, lapped joists sha!i be nailed together per CRC
Table R602.3(1) and butted joists shall be tied together in a manner to restst such thrust.
(CRC R802.3.2)
33. Cof!ar ties. Co!iar ties or ridge straps to resist wind up!lft shall be connected in the upper
third of the attic space. Collar ties shail be a minimum 1 inch by 4 inches nominal and
spaced at maximum 4feeton center. (CRC R802.3.1)
34. Purlins. PurHns lnstaHed to reduce the span of rafters shall be sized. not less than the
required size of the rafters they support. Pur!ins shall be continuous and shall be
supported by 2-inch-by-4-lnch nominal braces installed to bearing walls at a minimum
45~degree slope from horlzonta1. The braces shall be spaced maximum 4 feet on center
with a maximum 8-foot unbraced fength. (CRC R802.5.1}
35. Rooi/ceiling member bearing. The ends of each rafterorcel!ing joist shall have not less
than 1-1/2 inches of bearing on wood or metal and not 1ess than 3 inches of bearing on
masonry or concrete. (CRC R802.6}
36. Rooffcemng member lateral support. Roof framing members and ceiling joists with a
nominal deptl1-to-thickness ratfo exceeding 5:1 shall be provided with lateral support at
points of bearing to prevent rotation, (CRC R802.8)
37. R.oofieelHng bridging. Rafters and ceiling joists with a nominal depth-to-thickness ratio
exceeding 6:1 shall be supported. laterally by solid blocking, diagonal bridging (wood or
meta!), or a continuous 1-inch-by-3-inch wood strip nailed across the rafters or ceiling
jolsts at maximum 8-foot tntervals. (CRC R802.8.1")
38. Framing of roofJcei!ing openings. Openings in roof and ceiling framing shall be framed
with a header and trlmmer joists. When the header joist span does not exceed 4 fee~
the header joist may be a single member the same size as the celHng joist or rafter,
Single trimmer joists may be used to carry a single header joist located within 3 feet of
the trimmer joist bearing. When the header joist span exceeds 4 feet, the trimmer joists
and header Joist shall be doubled and of sufficient cross section to support the ceiling
jolsts or rafters framing into the header. Approved hangers shall be used for the
header~joist-to-trimmer-joist connections when the header joist span exceeds 6 feet. Tai!
joists over 12 feet long shall be supported at the header by framing anchors or on ledger
strips minimum 2 inches by 2 inches. (CRC R502.10)
39. Roof framing above shear walls. Rafters or roof trusses shaft be connected to top
plates of shear walls w[th blocking bei ween the rafters or trusses, (CRC R602.10.8)
40. Roof diaphragm under fill Framing. Roof plywood shall be continuous under Callfomla
fil! framing.
41. Roof diaphragm at ridges. Minimum 2-inch nominal blocking required for roof
diaphragm nailing at ridges.
42. Blocking of roof trusses. Minimum 2-inch nomlnaf blocking required between trusses at
ridge lines and at points of bearing at exterlor walfs.
43. Truss clearance. Minimum 1/2-inch clearance required between top plates of interior
non-bearing partitions and bottom chords of trusses.
44. Dri!Hng, cutting, and notching of roof!fioor framing. Notches ln solid !umber joists,
rafters. blocking, and beams shall not exceed one-sixth the member depth, shat! be not
longer than one-third the member depth, and shal! not be located in the middle one-third
of the span. Notches at member ends shall not exceed one-fourth the member depth.
The tension side of members 4 inches or greater in nominaf thickness shall not be
notched except at member ends. The diameter of holes bored or cut into members shall
not exceed one-third the member depth. Holes shall not be c!oser than 2 inches to the
top or bottom of the member or to any other hole located in the member. Where the
member is also notched, the haie shal! not be closer than 2 inches to the notch. {CRC
R502.S.1)
45. Exterior landings, decks, balconies, and stairs. Such elements shall be positively
anchored to the primary structure to resist both vertical and lateral forces or sha~ be
deslgned to be self-supporting. Attachment sha!! not be accomplished by use of toenails
or nails subject ta withdrawal. {CRC R311.3)
46. Firebiocking. Fireblocking shall be provided in the foliowlng locatrons (CRC R302.11
and CRC R1003.19):
a. !n concealed spaces of stud walls and partitions, inctuding furred spaces, and para.He!
rows of studs or staggered studs, as follows:
i. Vertie.ally at the ceiling and floor levels
ii. Horlzonta!!y at intervals not exceeding '10 feet
b. At all interconnections between concealed vertical and horizontal spaces such as
occur at so ff its, drop ceiHngs, and cove cel!ings
c. !n concea!ed spaces beti.veen stair stringers at the top and bottom of the run
d. At openings around vents, pipes, ducts, cab!es and wires at cei!ing and floor level, with
an approved materiai to resist the free passage of flame and products of combustion
e. At chimneys and fireplaces per item E.49
f. Cornices d a two-family dwel!ing at the line of dwelling-unit separation
47. Firebiocking materials. Except as otherwise specified in Items E.48 and E.49,
fireblocking shall consist of the following-materials with the integrity maintained (CRC
R302.11.1):
a. T1.YO-inch nominal lumber
b. Tv.ro thicknesses of one-inch nominal !umber with broken lap joints
c. One thickness of 23/32-inch wood structural pane! with joints backed by 23/32-inch
wood structural panel
d. One thickness of 3/4-inch particleboard with joints backed by 3i4~inch particleboard
e. 1/2-inch gypsum board
f. 1/4-inch cement-based millboard
g, Batts or blankets of mineral or glass fiber of other approved materials installed in such
a manner as to be securely retained in place. Batts or blankets of mineral or glass
fiber or other approved non~rigid materials shat! be permitted for compliance with the
10-foot horizontai fireblocking in walls constructed using parallel rO\ll!S of studs or
staggered studs. Unfaced fiberglass batt insulation used as fireblocking shall fill the
entire cross-section of the wali cavity to a minlmum height of 16 inches measured
vertically. When piping, conduit, or slmHar obstructions are encountered', the Insulation
sh.al! be packed tightly around the obstrnct!on. Loose-fi!i insulation material shall not
be used as a fireblock uniess specifically tested in the fCf!Tl and ma'1f!er intended for
use to demonstrate its ability to remain in place and to retard the spread offire and hot
gases.
48. Flreblocklng at openings around vents, pipes, ducts, cables, and wires at: celllng
and floor level. Such openings sha!! be fireblocked with an approved material to resist
the free passage of flame and products. of combustion. (CR.C R302. i 1)
E. Wood Framing {Continued)
49. FirebIDcking of chimneys and fireplaces, All spaces between chlmrm·ys and floors and
cemngs through which chimneys pass shall be fireb!ocked with noncombustible material
securely fastened in place. The flreblocking of spaces between chimn6vs and wood
joists, beams, or headers sha!! be self-supporting or be placed on strij)s, of metal or metal
!ath iaid across the spaces between combusUble materiaf and the chimney. (C_RC
R1003.19)
50. Draftstopping. In combustible construction where there is usable space both above and
below the concealed space of a floor/cei!ing assembly, draftstops shall be instal!ed so
that the area of the concealed space does not exceed 1000 square feet. Draftstopping
shall divide the concealed space into approximately equal areas. Where L}ie assembly is
enclosed by a floor membrane above and a ceiiing membrane be!aw, draftstopp!ng shall
be provided in iooriceiling assembiies under the following circumsta;1ces (CRC
R302.12):
a. Ceiling is suspended under the floor framing
b. Floor framing is constructed of truss~type open-web or perforated members
51. Draflstopping materials. D;-aftstopping shall not be !ess than 1/2-inch gypsum board,
3/8-inch wood structural panels, or other approved materials adequately suppor..ed.
Draflstopping shall be insta!!ed paraUei to t"le floor framing members uniess otherwise
approved by the bulk.ling officiai. The lntegr:ity of draftstops sha!i be maintained. (CRC
R302.12.1}
52. Combustible insulation clearance. Combustible insulation shal! be separated minimum
3 inches from recessed luminaires, fan motors, and other heat-producing devices. (CRC
R302.14)
F. Gelleral Material Specific:a!ions
1. Lumber. A!! joists, rafters, beams, and posts 2-inches to 4~lnches thick sha[I be No. 2
grade Douglas Fir-Larch or better. A!I posts and beams 5 inches and thicker shall be No.
1 grade Douglas Fir-Larch or better. Studs not more than 8 feet !ong shall be stud-grade
Daugias Fir-Larch or better when supporting not more than one ffoor. roof, and ceiling.
Studs longer than 8 feet shall be No. 2 grade Douglas Fir-Larch or better.
2. Concrete. Concrete shall-have a minimum compressive strength of 2,500 psi at 28 days
and shall consist of 1 part cement, 3 parts sand, 4 parts 1-inch max:murn size rock, and
not more than 7-1/2gallons of water per sack of cement. {CRC R402.2)
3. Mortar, Mortar useo in canstructron of masonry waifs, foundaUon wa~s, and retaining
wa!!s shali conform toASTM C 270 and shall consist of 1 partportland cement, 2-114 to3
parts sand, and 1/4 to 1!2 part hydrated lime. (CBC 2103.2)
4. Grout Grout shall conform to ASTM C 475 and shall consist of 1 part portland cement,
1110 part hydrated lime, 2-i/4 to 3 parts sand, and 1 to 2 parts gravel. Grout shall attain
a minimum compressive strength of2,000 psi at28 days. (CBC 2103.3)
5. Masoriry, Masonry units shai1 comply with ASTM C 90 for load-bearing concrete
masonry units. (CBC 2103.1)
6. Reinforcing steeL Reinforcing steei used in construction of reinforced masonrf or
concrete structures shall be deformed and comp!ywithASTMA 615. (CBC 2103.4)
1. Structurai steel. Steef used as structural shapes such as wide-flange sections,
channels, p[ates, -and angles shall compiy wtth ASTM A36. Pipe columns sha.li comp!y
with ASTM A53. Structural tubes shall comply with ASTM A5DO, Grade B.
B. Fasteners for preservative~treated wood. Fasteners for preservative~treated and
fire-retardant-treated wood -lncluding nuts and washers --shall be of hot dipped
zinc-coated galvanized steel, stafn!ess steel, sillcon bronze, or copper. (CRC R317.3.1)
Exception: 112-inch diameter or greater steel bolts
Exception: Fasteners other than nails and timber rivets may be of mecrlanically
dep.osited zinc-coated stee! with coating weights in accordance with ASTM B 695,
Class 55 minimum
Exception: Plain carbon steel fasteners acceptable in SBX/DOT and zinc borate
preservative~treated wood in an interior, dry environment
9. Fasteners for fire~retardanMreated wood. Fasteners for fire-retardant-treated wood
used in exterior applications or wet or damp locations shall be of hat dipped zincMcoated
galvanized steel, stainless steel, silicon bronze, or copper. (CRC .R317.3.3)
G. Roofing and Weatherproofing
1. Roof covering. All roof covering shail be installed per applicable requi;ements of CBC
1507. Roof coverings shall be at teastC!ass A rated in accordance with ASTN! E 108 or
UL 790, which shall include coverings of slate, day or concrete roof tile, exposed
concrete roof deck, ferrous or copper shingles or sheets. {County Bui!ding Code
92.1.1505.1)
2. Roof flashing, Flashing shall be instaHed a:twall and roof intersections, at gutters,
wherever there is a change in roof slope or direction, and around roof openings. Where
flashing is of metal, the metal shall be corrosion-resistant with a thickness of not Jess
than O IJ19 inch (No. 26 galvantze!i sheet}, (CRC R903.2.1)
3. Cricl:.tits and saddles. A cricket or sadd!e sha!l be fnstalled on the ridge side cf any
chimney or penetratlon more than 30 inches wide as measured perpend icutar to the
slope. Cricket or saddle covering shafi be sheet metal or the same materiai as the roof
covering. (CRC R903.2.2)
4. Water-resistive barrier. A minimum of one-layer of No. 15 asphalt felt shali be attached
to studs or sheathing of afl exterior walls. Such felt or material shall be applied
horizontal!y, with the upper layer lapped over the lower !ayer minimum 2 inches. Where
Joints occur, feit shall be lapped mlnimum 6 inches. The fe!t shall be continuous to the
top of wans and terminated at penetrations and building appendages in a manner to
maintain a weaU1er-resistant exterior waff envelope. (CRC R703.2}
5. Wall flashing. Approved corrosion-resistant f!ashing shall be applied shingle fashion at
the fo!iowlng locations to prevent entry of water into the wall cavity or penetration of
waterto the building structural framing components (CRC R703.8):
a. Ex!.:?.rior door and window openings, extending to the surface of the exterior wan finish
or to the wateNeslstive barrier for subsequent drainage
b. At the intersection of chimneys or other masonry construction with frame or stucco
watls, with projecting lips on both sides under stucco copings
c. Under and at the ends of masonry, wood, or metal copings and sms
d. Continuously above al! projecting wood trim
e, Where exterior parches, decks, or stairs attach toa wall or floor assemb!y of
wood-frame construction
f. At wan and roof intersections
g. At built-in gutters
6. Da:mpproofing. Dampproofing matedals for foundation walls enclosing usable space
below grade shall be installed on the exterior swrface of the wall, and shaH e:d:en::! from
!he top of the rooting to finished grade. (CRC R406.1)
7. Weep screed. A minimum 0.019-inch (No. 26 galvanized sheet gage),
corrosion-resistant weep screed or plastic weep screed with a mintrnum vertical
attachment flange of 3-112 inches shall be provided at or below the foundation plate line
on exterior stud walls in accordance with ASTM C 92. The weep screed shal! be placed
a minlmum 4 inches above the earth or 2 Inches above paved areas and shall be of a
type allowing trapped water to drain to the exterior of the building. {CRC R703.7.2.1)
H. Grading and soils
1. Grading permit Gra:d1ng permit required if volume of earth moved exceeds 200 cubic
yards or if any cuts or fil!s exceed 8 feet in height/depth. (County Grading Ordinance 202)
2. Compaction report. Compaction report required for fill material 12 inches or more in
depth. (CBC 1803.5.8)
I. Green Building Standards Code {CAlGreen) Requirements
1. Appllcabl!lty. Cal Green residential mandatory measures shall apply to every newly
constructed building or structu,e and within any addition or alteration increasing s
building's conditioned area, volume, or size. (CalGreen 101.3, CalGreen 30i .1.1}
Exception: All residential buildlngs undergoing permitted alterations, additions, or
improvements shall replace noncomp!iant plumb!ng fixtures with water-consenling
plumblng fixtures per CaJGreen 301, 1, 1 and CalGreen 4,303,1
I. (CAlGreen) Requiremen!e (Continued)
2. Water conserving riumb!ng fixtures end fittings. P!umbing fixtures and fittings shall
comply with the following per CalGreen 4.303.1:
a. Water closets: Maximum 1.28 gallons per flush
b, Urina!s: Maximum 0.5 gallons per flush
c:. Singie showerheads: Maximum ffow rate of 2.0 gal!ons per minute at 80 psi
d. Multiple showerheads serving one shower: Maximum combined flow rate of2.0
_gaUons per minute at BO psi
e. Lavatory faucets: Maximum flow rate of 1.2 ga!!ons per minute at 60 psi, minlmum
flow rate of 0.8 gaHons per minute at 20 psi
f. Kitchen faucets:: Maximum flow rate of 1.8 gallons per minute at 60 psi
Exception: Temporary increase allowed to maximum 2.2 gal!ons per minute at 60 psi if
faucet defaults back to maximum 1.8 gafons per minute at 60 psi
3. Irrigation controllers. Auto:nattc higat'an system controllers for !andscap!ng shall
comply with the following (CalGreen 4.304.1}:
a. Contro!!ers shall be weather~ or soil moistu:-e-based cantrol!ers that automaticany
adjust inrigatlon In response to changes in plants' needs as weather conditions change.
b. Weather-based controHers without integral ;ain sensors or communication systems
that account for iocal rainfall' shall have a separate wired or wireless rain sensor which
connects or communicates with the contra!ler{s}, Soi! moisture-based controllers are
not required to have rain sensor input.
4. Joints and openings. Openings in the building envelope separating conditioned space
from unconditioned space needed to accommodate utiHty and other penetrations must be
sealed fn compliance with the Caiifomia Energy Code. (CALGreen 4.406, 1)
Exception: Annular spaces around pipes, efectric cab!as, conduits or other openings in
piates at exterior walls sha!I be protected against the passage of rodents by dosing
such opening with cement mortar, concrete masonry or a similar method ac~ptable to
the enforcing agency.
5. Construction waste reduci:ion, disposal, and recycling. Reduce and/or salvage for
reuse a minimum of 65 percent of the nonhazardous construction and demolition deC:ris.
(CALGreen 4.408.1)
Exception: Excavated soil and !and-clearing debris.
Exception: A!ternatewaste reduction methods developed by working with local agencies
if diversion or recycle facmties capabie of comp!tance with this item do not axist or are
not located reasonably close to the jobslte
The County of San Diego, Department of Public Works, Construction & Demolition
(C&D) Facilities Gulde is onHne at
http:f/www.sdoounty.ca.govfdpwlrecycling!Flles/Construction _ Guide_SJB _ Pgs_ 1 -:27 .pdf.
6. Constructicm was!B management plan. A construction waste management plan shall
be prepared and avaifable on site during construction. DocumentatiorJ demonstrating
compliance with the p!an shall be accessible during construction for the enforcing
agency. (CALGreen 4.408.2) The plan:
a. !dentify the construction and demolition waste materials to be diverted from disposal by
recycfing, reuse on the project er salvage for futu-e use or sale
b. Specify if constructlon and demolition waste materials will be sort ad on,sita
(source-separated) or bu!k mixed (singie stream}
c, ldentify d1version facilities where the construction and demolition waste materials wiil
be taken
d. identify ccnstruction methods employed to reduce the amount of construction and
demolition waste generated
e. Specify that the amount of construction and demolition waste mater!a!s diverted shaii
be calculated by weight or votume, but not by both
1. Operation and maintenance manual. Prior to fina! inspection, a msnu&i, compact d[sc,
web-based reference, or other acceptable media. which includes an of the fallowifl{;I sha!!
be placed in the building (CALGreen 4.410.1 ):
a. Directions to owner or occupant that manual shall remain with the bulldlng throughout
the \if e cycle of the structure.
b. Operation and maintenance inst;uctions for the folfow!ng:
i. Equipment and appliances, including water-saving devices and systems, HVAC
system, photovoltaic systems, waterMheating systems and other major appliances and
equipment
ii. Roof and yard drainage, inc!udlng gutters and downspouts.
rn. Space conditioning systems, including condensers and air filters.
iv. Landscape irrigation systems.
v. Water reuse systems.
c, information from local utility, water, and waste recovery providers on methods to
further reduce resource consumption, including recycle programs and iocations.
d. Pubiic transportation and/or carpoo! options available in the area.
e. Educational material on the positive impacts of an interior relative h:,,1m;d!ty between
30-60 percent and what methods an occupant may use to maintain t: ~B relative
humirnty· Jeve! in that range.
f. fnformatlon about water-conservlng landscape and irrigation design a::1d contm!lers
which conserve water.
g. lnstruct!ons for maintaining gutters and downspouts and the importance af diverting
water at ieast 5 feet away from the foundation.
h. information on requ:red routine maintenance measures, including, but not limited to,
caulking, painting, gradlngar.ound the building, etc.
i. lnformation about state so:ar energy and incentive prog;ams available,
j. A copy of al! special inspection verifications required by the enforcing agency or code.
8. Coverf11g of duct openings and protection of mechanical equipment during
con1S±ruct!on. At the time of rough installation or during storage on the e-onstruction slte
and until final startup of the heating and cooling equipment, afl duct aro cj-ier related alr
distribution component openings shall be covered with tape, plastic, sheetmeta! or other
methods acceptable to the enforcing agency to ~educe the amount of dust or debris
which may collect in the system, (CALGreen 4.504.1)
9. Adhesives, sealants, cauiks, paints, and coatings poi!utant control. Adhesives
(including carpet adhesives), sealants, cauiks, paints, and coatings shali comply with
voe '.imits per CALGreen 4.504,2. Verification of compliance shall be provided at the
request of the enforcing agency. (CAL Green 4.504.2.1)
10. Carpet systems. All carpet installed ln the building interior sha!! meet the testing and
product requirements of one of the following (CALGreen 4,504.3):
a, Carpet and Rug lnstitute's Green Label Pius Program {ail carpet cushion must meet
the requirements of this program),
b. Ca!iforn1a Department of Public Health Standard Practice for the testing ofVOCs
(Specification D1350).
c. NSFIANSi 140 at the Gold lavei.
cf. Scientific Certifications Systems Indoor Adva11tage™ Gold.
11. Resment flooring systems. At least 80 percent of the floor area receiving resiHent
flooring shall comply with one of or more of the following {CALGreen 4.504.4):
a, voe emission !imits defined in the Collaborative for High Performance Schools
(CHPS) High Performance Products Database
b. Products compliant with CHPS criteria certified under the Greenguard Chiidren &
Schools program
c. Certification underthe Resilient Floor Covering Institute {RFCO FloorSco~e program
d. Meet the California Department of P!Jblic Health, "Standard Method for the Testing and
Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers," Version 1. 1, February 2010 falso known as Specification
01350)
1·2. Composite wood products Hardwood plywood, particleboard and medium density
fiberboard composite wood products used on the Interior or axt.erfor of the buiiding shal!
meet the requirements for formaldehyde as specified ln ARB's Air Toxics Control
Measure for Composite Wood (17 CCR 93120 et seq.) by or before the dates specified fn
those sections, as shown in CalG;een Table 4.504.5. The following Umits are in parts per
million (CALGreen 4.504.5}:
a< Hardwood plywood veneer core
b. Hardwood plywood composite core
c. Particle board
d. Medium-density fiberboard (MDF)
e. Thin MDF (5116 inch or less)
0.05
0.05
0.09
0.11
0.13
I. (CALGreen) Requirements (Continued)
13. Moisture content of building materials, Building materials with visible signs of
water damage shali not be installed. Wa!l and f!oor framing shat! not be enclosed
when the framing members exceed 19 percent moisture content. Mo!sture
content shail be verified in compliance with the following (CALGreen 4.505.3):
a. Moisture content sha!l be determined with either a probe-type or contact-type
moisture meter.
b. Moisture readings shall be taken at a point 2 feet to 4 .feet from the grade
stamped end of each piece to be verified.
c. At !east three random moisture readings shat! be pOOormed on wall and floor
framing with documentation acceptable to the enforcing agency provided at the
time of approval to enclose the wan and floor framing.
Insulation products which are visibly wet or have high moisture content shall be
replaced or a!lowed to dry prior to enclosure in wall or floor cavities.
Wet,applied insuiatfon products shall fo!fow the-manufacturers' drying
recommendations prior to enclosure.
14. Bathrooms with a bathtub and/or shower shall be mechanicaUy ventilated per the
following (CalGreen 4.506.1):
a. Fans shall be ENERGY STAR compliant and ducted to terminate outside
buitding
b. Unless functioning as a component of a whole-house ventilation system, fans
sha!! have humidity controls capable of adjustment -manual!y-or automatically
--between a relative humidity range-of 50% .to 80%.
15. Heating and air-conditioning system design. Heating and air-conditioning
systems shall be sized, designed, and have thelr equipment selected using the
following methods (CALGreen 4.507.2):
a. The heat loss and heat gain is established accord[ng to ANSl/ACCA 2 Manua!
J, ASHRAE handbooks, or other equlvalent design software or methods.
b. Duct systems are sized according to ANS!/ACCA 1 Manua! D 2009, ASH RAE
handbooks, or other equivalent design software or methods.
c. Select heating and cooling equipment according to ACCA 36-S Manual Sor
other equivalent design software or methods
TABLE R602.3(1)
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
•
> , Sh~ I, ":-c:,•.,~°"' , .. 't p:s,, ~ ,, .,,,,, -a<(' p~;e
'
::I':~ MS'A>mG',~;i'F.,!"'1
! :-:c ,. ii:-",,•
, .. ···--:· ...
" ,, I ..
'"" '. -
-
'"
,_;,_i,a,-~~ ,v,:,~ -
.
'-'!i19UI-.!;~
""" 1.11' '""'""~~
..
, . ------··
-; ___ ·-,,_, -
J .
I
,·,o, ·••;:,,, &., ,,-,n "'"'''-'""'' ;,r-;,,, ,"-' 4m,,,,"°-~"''"'''·'""'-·u,~,\or¥-~•
,,·, •a,Ci,-,,,-c ~,~.:,;,,.,-,,,, \,-r.ci-.e< """"""'"''°"';' ,e,:.,_"'I, •.i••••~:;"'• ;.,a;c,·"'""'"~--,, ''"•h' "'"'"''""'-'-';ow;;,;,~,, ~~'"'"'l""""""':\t ""'""" ~ ;:,c,.b"
1 ;t,,,,,'t<.,~;r<,.De-,.( ,•(,x~;; /so; W-".f<•
cTHESE ARE'illl.NIMUM'REl:JWIREMENTSA.NO:•
SHALL•No.r.sue'ERSEDE.MGRE RE&TRJC:riVEi
, •. • se.EC1FieA,10Ns oil JliE PLANS ciR'M. •.•· · · ; iRE!ll!IIR,EJJ; ~ A~~~t:)\)3~ ~a.::
z -:E
Sheet Number
CS-1
CERTIFICATE OF COMPUANCE
Project Name: Pavaghadi
calculation Description: Pavaghadi
Calculation Date/Time: 2021-05-17T11:02:02-07:G(J
Input Fif.e Name: Pavaghadi.ribd19
CFlR-PRf-0-lE
(Pagelof7}
GENERAL INFORMATION
01
02
" "'
06
" 10
14
16 ,.
w
Project Nam I! Pavaghadi
Run l!tle l¾!wghadi
Project Location 624 Laguna Or.
Ciey Carisbad, CA
C:lirrnite Zone 7
Building Type Single family
Project Salpe AdditionOnly
Addition COnd. Floor Area (tt2) ,908
Existing CClnd. Floor Area (fti) 980
Total Cond. floor Area ~ 1888
AOU Bedroom Count 'nja
Is Natural GaScAv.iilable? Yes
OS
07
09
ll
Standarcl5 Versioo :Wf9
Sottm,re Ve!"$ion cs~cc-Re~ Wl.9.1.3
Front Orientation (deg/ Cardinal) l8Q
Num~&ofDwellini:;Units 1
Number oflledrooms. 4
NumberofStories 1
Fenestr.ition Aver.1,g,HJ-factar 0.3
Glazing Percentage (,ii} 7.0~\%
ADU Conditioned floor Area n/~
Adcriti,;m Alone Project Malysls Parameters
01 02 04 " ~/sting Area (excJ. new additkmJ lft2) Addition Area (e~d. exi!itmgr/ftZ) Total Area fft2) Existing Seo rooms Addition Bedroom~ Total Bedrooms ,., 908 "" 4
COMPLIANCE RESULTS
01 Building Complies with Compumr P,,rforman.:e
" This buildlnginoorporatesfe.rturesth.rt require field ~stingan<J/orverification bya certified HERS rater"underthe wpenrision of a CEC-approved HERS pro!lider.
" &uilding does not lni;orporate Spetfat fi;=atures
Registration Number: 421-P010071121A-OOO.OOO-OOOOOOO-OOOO _ Registration Date/Time: 05/17(.2021 18;00 _ HERS Pro\iider: CHEERS
NOTICE: n,,, ,:""""'""/ ha,: i;;,(lr. 90,,sr~tad t;-CDeSo, Ham~ e-not,Y l'i'lf1c1"'1C)" R,mng SJ-M= s., .. = Jo~ (C>iffl/S) ""111!] ir-H,m,11!/M ~pfcs,J~d hJ' tf/.'/'d ,,.,,,,.,,, ""' .>fflliaMd .~;,/, ar ,..~,,,,, ta CIF...El$. Tl,""'f"'•· C/£ERS 1$ net
r,,sp,;osu,.i,, fw. iN>d c,annoi u,,ar3o/,,,,, tho -'='7CJ' er c,,m-,>n~s,; af th~ .,r.,,m3ttan r,,,n!3/""'1 It, l.~.-s d=:men:
CA Building Energy Efficiency Standards -2019 Residential Compliance Report \/er.ion: 2019.1.300 Reporl, Generated: 2021.05•17 18:02.:47
Schema Version: rev 20200901
CERTIFICATE OF COMPUANCf
Project Name: Pavaghadi
Calculatron Description:. Pavaghadl
Calculation Date/flme; 2021-05-17T11;02:02-07:00
Input file Name: Pavaghadi.ribdl9
CF1R-PRF-01E
{Page 4of7)
OPAQJJE SURF~ CONSTRUCTJOl'IS
01 02 03 04 OS 06 07 " Interior I Exterior
Construction Name Surlate Type ConstructiOll Type, fr.imlng T<ru!I Cavity
R•value Continuous U-factor
R-212X6 fatsrior WaH, Wood Framed Woll 2~6@ 161n. o. C.
R-wlue
R-:Zl None/ Norte 0.066
lnsids Finish: Gypsllm Board
Ca~ity / F,ime: R-2.1 / 2x6
Exterior Finish· Wood
Siding/sheathing/decking
Cathedral cemrrg Cathedral Ceilings Wood Framed
Ceilin~ ft-30 None/ None 0.042
Hoofing: Light Roof (AsphaltShini.Jc]
Roof Deck: Wood
Sldlnefsheat:hing/decklng
Cavity/ Frame: R-30 / 2K4 T□p Ch.rd
Inside Finish; Gypsllm Board
woo Ii Floor crver Crawl Auors.Over
Crawlspace Wood Framed Floor None/None 0.045-
Floor Surfaee: Carpeted
Floor Deck; Wood
Sid ing/sh~thine/cleding
l:allity / Frame; R-19 / 2d2.
BUILDING ENV£t0PE-HERS VERlfJCATJON
01 02 04
Quality Jnsulatl011 Jnstl'dlation {QIJ) High ll-,mlue Spray Foom lll!iUlation Builcling EnMelope Air Leakage CFMSO
NotReq1.1Jred Not Required
WAJE!l HEATING SYSTEMS
01
Name
OHWSystem 1
02
System T\IP'e
D<lmestlc Hot water
(DHW}
Distribution Type
Srnndard Distribution ,,.,rn
04 OS 06 07
Water Heater Name {II} Solar Heating System Compact Olrtribution HER!iVerifiation
Nlll'"ltz NRC711-DV·NG {1} n/a None o/a
Registration Number: 421-P010071121A.COO-OOO-OOOOOOO-OOOO Registration ~e/Time:: 05/171202118-:0D . HERS.Pro~lder: CHEERS ~'f!.J:'f,1.";'),'::;,:0~$~"/!,f/'~~",/.~:;{.,'::;,S:) ::;,pt,~;g %~{,,'::,1/::k, sr:,,;~;:J~'~~S) vsmg r~f,;ro,r,fi= ~pl,;adl'Q l>y ,Md p~rt.',~ n,;,t .,tf,J,r,t«! 'mtll c; r~1'>.-,,,J 1a Ci,w,S 11,,.,.,!a,~. C.'lffRS r. r.at
CA Building Energy Efficiencv Standard~ -:Z019 Residential Compliance !<eportVersion: 2019.1.300 Report Generated: 2021-05-17 18:02:47
Schema verslon: rev :W20M01
2019 Low-Rise Residential Mandatory Measures Summary
NOTE: low-rise residential buildings subject to the Energy Standards mustcompfy with all applicable mandatory measures, regardless of th€ compliance approach
used .• ~eview the respective section for more information. 'Exceptions may apply.
01/2020
Building Envelope Measures:
§ 110.6(a)1:
§ 110.6(a)5:
§ 110.S(b):
§ 110.7:
§ 110.8(a):
§ 110.S(g):
§ 110.B(i):
§ 110.80):
§ 150.0(a)c
§ 150.0(b):
§ 150.0(c):
§ 150.0(d):
§ 150.0(ij:
§ 150.0(g)1:
§ 150.0(g}2:
§ 150.0(q):
Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doOJS must limit air leakage to 0.3 CFM ?er square foot or less
when tested er NFRC400, ASTM E283 or PJiMAfWDMA/CSA 101/I.S.2/A440-201i."
LabeliAg. Fenestration products and e~rior doors must have a label meeting the requirements of§ 10-111(a).
Field fabricated exterior doors and fenestration products must use Li-factors and solar heat gain coefficient (SHGC) va[ues from Tables
110.6-A, 11-0.6-B, or JA4.5 for exterior doors. The must be caulked and/orweafuer-stri ed."
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 stri ed.
Insulation Certification by Manufactur-ers, Insulation must be certified by the Department of Consumer Affairs, Bureau of Househo!d Goods
and Services HGS .
Insulation Requirements for Heated Slab Floors. Heated sfab floors must be insulated per the requirements of§ 1 to.8(g).
Roofing Products.Solar Reflectance and Thennat Emittance. The thermal emittance and a9ed solar reflectance values of the roofing
materiaf must meet the re uirements of 110.B i and be labeled er 10--113 'Nhen the installation of a cool roof is s ecifled on the CF1 R
Radiant Barrier. When required, radiant barriers must haVB an emittance of 0.05 or less and be certified to the Department of Consumer Affairs.
Ceiling and Rafter Roof Insulation. Minimum R-22 insulalion in wood-frame ceiling; or the weighted average U-factor must not exceed 0.043.
Minimum R-1g or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached
insulation using adhesive or mechanical fasteners. The attic access must be gasketed-to prevent air leakage. Insulation must be installed in
direct contact with a continuous roof or ceiffng which is sealed to limit infiltration and exfi!tration as specified in § 110.7, inducting but not limited
to placin insulation either above or below the roof deck or on top of ad; wal! ceilin .•
Loose-fill Insulation. Loose fill insulation must meet the manufacturer's· required density for the labeled R-value.
Well Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factorof 0.102or less, or R~20 in 2x6 inch wood framing or
have a LI-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls
must meet Tables 150.i-A or B.·
RaiseMioor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum LI-factor:
Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without
facings, rro greater than 0.3 percent; have a water vapor penneance no r..ater than 2.0 penn per inch; be protected rrom physical damage and
W light deterforation; and, when installed as part of a heated slab floor, meet the requtremenls of§ 110.8(g).
Vapor Retarder. In climate zones 1 through 16, the earttl floor of unvented crawl space must be covered wrth a Class I or Class I! vapor
retarder. This r uirement also a lies 1o controlled ventilation crawls ce for build in s com I in with the eKC tion to 150.0 d
Vapor Retarder. In crimate zones 14 and 16, a Class I or Class It vapor retarder must be installed on the conditioned space side of all
insulation in all exterior walls, vented attics, and unvented atti~ with air-penneable insulation.
Fenestration Products, Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a
maximum LI-factor of 0.58; or the weighted average LI-factor of all fenestrafion must not exceed 0.58."
Fireplaces, Decorative Gas Appliances, and Gas Log Measures:
§ 110.S(e] Pilot Light Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces.
§ 150.0{e)1: Closable Doors, Masonry or factory-built fireplaces mu.st have a.closable metal or glass door covering the entire opening of the firebox.
§ 150.0(e)2: Combustion Intake. Masonry or factol)'-built fireplaces must have a combustion outside air intake, which. is at least six square inches in area
and is ui ed with a rt,adil accessible, o erable, and ti ht-fitti dam r or comMl:fOn-air control device.·
§ 150.0(eJ& Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessibfe control:
Space Conditioning, Water Heating, and Plumbing System Measures;
§ 110.2(b):
§ 110.2(c):
§ 110.3(c)4:
§ 110.3(c)6:
§ 110.5:
§ 150.0(h)1:
Certification. Heating, ventilation and air conditioning (HVAC) equipment, W41er heaters, showerheads, faucets, and all other regulated
a liances must be certified b the manufacturer to the California. Ene Commission:
HVAC Effieiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-K:
Controls for Heat Pumps with Supplementary Eledric Resistance Heaters. Heat pumps with supplementary electric resistance heaters
must have,contro/s 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<in temperature for supplementary heating, and the cut--0ff temperature for
com ression heatin is hi her than the cut-offtem erature for su lementa heatin ."
Thennostats. All heating or cooling systems not controlled by a centr.a! energy management control system (EMCS) must have a
setback ihermostat.·
Water Heating Recirculation Loops Serving Multiple Dwelling Units. Wster heating recirculation loops serving multiple dwelJing units must
meet the air release valve,backflow prevention. pump priming, pump isolation valve, and recirculation loop conneciioa requirements of
110.3c4.
Isolation Valves. Instantaneous water hootm; with an input rating greater than 6.8 kB tu per hour (2 kWj must have isolation valves with hose
bibbs or oilier fillings on both cold and hot water lines to a!low for flushing the water heater when the valves are closed.
Pilot Lights. Conlinucusly burning pilot lights are prohibited for natural gas: fan-type central furnaces; househofd cooking appliances (except
appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour); and pool and spa heaters.·
Building Cooling and Heating Loads. Heating am:J/or cooling loads are calculated in accordance with the ASH RAE Handbook,
Equipme11t Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards
Manual; or the ACCA Manual J usi119 design conditions specified ir. § 150.0(h)2.
CERTIFICATE OF COMPUANCE
Project Name: Pavaghadi
Calculation Description: Pava_ghadi
Calculation Date/Time: 2021-05-17f11:02:02-07:00
In~ File Name: Pavaghadi.ribd19
ENERGY USE SUMMARY
CF1R-PRF-01E
(Page2 of7j
Energy Use (kTDV/ft'-vrJ Standard Design Prop05ed Design Compliance Margin Perce1at lmprn-11ement
Soace Heating
Space Cooling
IAQ Ventilation
Water He,ating
02
16.78
0.41
15.74
' 20.95
-0.21
1.0'
0
-lOS
6.2
self Utilization/Flexibility Credit
Compliance EnergyTot.i:I
0
11.44
o/a
39A2
0
37.11
'·"
0
Bl
,.,
nh ,.,
REQUIRED SPfOAL FEATURES
The following are features that must be installed as oom:htion for meeh~g the modeled-eiie,;gyperfo~m,ce forth is computer analysis
NO SPECIAL FEATURES REQUlelED
HERS FEATURE SUMMARY
Tl"le following is a summary of the featLlres that mu51 befield-11<arified by a certifoad HERS R.rter as a condition for me<:atmg the modeled ene:r!IY ~rfurmam:e forth is oompl!ler analyais. Additional
detail ls provided in the bulldn,:tables below. Re5istered CF.!Rs and CF3Rsare required to be completed in the HERS P.e,ai;try
Building-level Varificat,ons:
Kitche~ range hood
Cooling Sy&tem VerifiC3tions:
Verified Refri~erant Charge
HeatingSysrem Veri:'lrations:
-None -
HVAC Distribution System Veri!icst,on~:
-None -
Domestic Hot Water System Verifo;ations:
--None-
ZONE INFORMATION
01 02 oa 04 o.5 06 "'
ZorieNarne Zone Type HVAC SVstem Name Zone floor Anra itt'J A.vg. Ceiling Height Water H<lating System 1 water Heating Syst<lrn Z
Main Conditioned HVACSystern ,og ' DHW System 1 N/A
Registration Number; 421-P010071121A.OIW-OOO-OOOOOOO-OOOO Registration Oate/Tlme: 05/17.1202118:00 HEflS Provkler: C~EERS
NOT/Ci:: Tlrio doc11,.,,;,rt ~1ts _,, 'J'M'ilt21M t;y Cc,,Sei li<>m<> £,-,;;-E."'-=!M:cy R3ffn,; sr-s•~m Se,v,=s, '""· (CHcl:.~S) ,,_,,;-,g l'tWm3/."'-' i,p/M(/e,t ~y /t1i,,t ;,am,,.s not ~lfi1mro<i with ,,.,-fflauxi r,, CHffRS. '1>ersf"'c. Cf/URS is. "Ct
'=nsi/1/e flX. and c.,~n~r ~.,..,,,.,,,,,._ ,i,,, a<,c,m,cy"' "'""'I>'""'''"'" ,,r IM wa,ma."ior. ,;n.7/afmM '" mis Ct=•:rMnl CA Suildlng Energv Efficiency Stanciard5-2019 Residential Compliance Report Version: 201S.1.300 R.eport Generate<i: 202.1.-0S-17 18:02:47
.S~hema Version: te"Jt 2020[)901
CERTIFICATE OF COMPUANCE
Project Name: Pavaghadi
Calculation Description: Pavaghadi
caku!ation Date/Time: 2021-05-17Tll:02:02-07:00
Input File Name: Pavaghadi.ribd19
CF1R-PRF-01E
(Page 5 of7)
WATER HEATERS
01
Noritz
NRC711-
DV-NG
Hi,ating
Element ,.,e
03
Tank Ty))(!
Consumer
lnstantaneou:.
...
Units
OS
Tank
Vol.
jgal)
0
"
Enerxv
Factor or
Effidency
0.89-UEF
Input Rating
or Pilot
"'"'200
kBtu/hr
08
Tank
Insulation
R-value
{lnt/ElCI:)
0
09
Standby
Loss or
l!Jecovery Eff
c/a
10
tstHr.
Rating or
Flow Rate
NEEA Heat Pump
Sr.,nd or Model
12
Tank Location
orAm~ient
Condition
c/a
1.3
t-lew
Verified
Existing
O:,ndition
WATER HEATING HERSVEFl:l~JCATION
01 02 03 "'
Pipe 1nsulati011 Parallel Piping
OS
; Compad: Distribution T.,, Recirculation Control
07
Ce,itralDHW
Distri~trt:ion
08
Shower Orain Water
Heat Recave,y
DHW sv,tem 1-1/1 Not Required Not Required Not Required None Not Required Not R,equ1red Not Required
SPAC£ CONDITIONING SYSTEMS
01
Name System Type
Heat pump heating cooling
03 04
Heatini. Unit Cooling Unft
Nam" Name
Trane High
Effitiency
4MXW9509
AlOOO
Trane High
Efficiency
<IMX\ii.19509
AlOOO
OS
Fan Name
06
Distribution
Name
07
Required
Thermostat
'""'
08
'<w
09 10
,.,crified Heating
Existing Equipment
C0Mlltlo11 count
"
11
Coaling
Equipment
Count
Registration Number: 421-P010071121A-□O(J..00M000000-lliJOO Registratio~ Date/Time: 0:5.'17/202118;00 HERS Pr011ider: CHEERS
NO~CE-"'" ~-o,~nt ~JSMM r7""""·'"'" bf CMS,,/ Imme En,-,11,vfo(ffdeocyR.1."in/i Sysw,, &r,/a"", Ina {CHITRS) "'"'ti iOfct11'8rlM ~,>,""8ded bY'"-"'1 p~t,<M Oatatf}q~/"'1 wiM cr-r~laiM le CHE!>"$. '/1,e.-.far,,, CHEf!IS!soo, ro,po,,sl!,/e fer, aM =M gu,-.,,mtM, /~e-•'""'''•''1' er CM>P.,,r<mo<s ~, t~e ,r.r.,,,,,,,r,cn <cai!lmr>ed ,n :n,s dOC'..1m~e1
CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2.019.1.300 Report Generated: 2021-05-17 18:02:47
Sdierria Version, rev 2.0200901
§ 150.0(h)3A:
§ 150.0(h)3B:
§ 150.0U)1:
§ 150.0ti)2A:
§ 1so.ou)3:
§ 150.0(n)1:
§ 150.0(n)2:
§ 150.0(n}3:
2019 Low-Rise Residential Mandatory Measures Summary
Clearances. Air conditioner and heat pump ou1daor condensing units must have a clearance of al least five feet from the outlet of any dryer
Liquid Line Drier, Aircondi~oners and heat pump systems must be equipped with flquid line filter driers if required, as speclfied by the
manufacturer's instructions.
Storage Tank Insulation, Unfired hot v.rater tanks, such as storage tanks and backup storage tanks for solar water-heating systems, must ha,,e
a minimum of 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, Solar Water-beating System Piping, and Space Conditioning System Line Insulation. All·domesUc hot water pip[ng must
be insulated as specified in Section 609.11 of the California Plumbing Code. Jn addition, the following piping conditions must have a minlmJJm
insulation wall thiC:kness of one inch ora minimum insulation R~value of7.7: the fl mt five feet of cold water pipes from the storage tank; all hot
water piping with a nominal diameter equal to or greater than 3/4 inch and less than one inch; all hot water piping with a nominal diameter less
than 3/4 inch that is: associated with a domestic hot water recirculation system, from th€ heating source to storage tank or between tanks,
~-uried below grade, and from the heating source to kitchen fixtures.•
Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and
wind as required by Section 120.3{b). Insulation exposed to weather must be water retardant and protected from UV fight (no adhesive tapes).
lns-1lalion covering chiiled water ojping and refrigf)rant suction piping_ located outside the conditioned space must include, or be protected by, a
Class I or Class I! vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casing or sleeve.
Gas or Propane Water Heating Systems. Systems using gas or propane water heaters ta serve individual dwelling units must include all of
the following: A dedicated 125 volt 20 amp electrlcal receptacle connected to the electric panel with a 120/240 volt 3 conductor, 10 AWG
copper branch circuit, within three feel of the water heaterwit,'mut obstruction. Both ends of the unused conductor must be labeled with the
word "spare' and be electrically isolated. Have a reserved single pole circuit breaker space in the electrical panel adjacent to the circuit breaker
for the bra11ch circuit and labeled with the words "Fu~Jre 240V Use"; a Catego;y Ill or IV vent, or a Type 8 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 !'No inches higher than the base
of the water heater, and allows natural draining without pump assistance: and a gas supply nne with a capacity of at least 200,000 Btu per hour.
Recirculating Loops. RBcirculaling loops serving multiple dwelling units must meet the requirements of§ 110.3(c)5.
Solar Water-heating Systems. Sc»arwater-heating systems and collectors must be certified and rated by the Solar Rating and Certification
Corporation (SRCC), the International Associatioo of Pfumbing and Mechanical Officials, Research and Testing (IAPMO R&l), or by a listing
agency that is approved by the Executive Director.
Ducts and Fans Measures:
Ducts. Insulation installed on an existing space-condrtioning duct must comply with § 604,0 of the California Mechanical Code (CMC). If a
§ 110.S(d)3: contractor installs the insulation, the contracto~ must certify to the customer, in writing, that the insulation meets ihis requirement
CMC Compliance. All air-distribution system ducts and plenums must meet the requirements of the CMC §§ 601.0, 602.0, 603.0, 604.0, 605,0
and ANS!ISMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and
plenums must be insulated lo a minimum installed level of R-6.0 or a minimum installed level of R-4.2 when ducts are entirely ln conditioned
space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Portions of the duct system completely exposed and
surrounded by directly conditioned space are not required to be insulated. Connections of metal ducts and inner core of flexible duels must be
§ 150.G(m)1: mechanically fastened. Openings must be sealed with mastic, tape, or olher duct-closure system that meets the applicable requirements of UL
181, UL 181A, or UL 1816 or aerosol sealant that meets. the requirements of UL 723. If mastic or tape is used to seal openings greater than¼
ITT ch, the combination of mastic and either mesh or tape must be used. Building cavities. support platforms fer air handlers, and p!enums
designed or constructed with materials olher!han sealed sheet metal, duct board or flexible duct mus: not be used to convey c.ondilioned ;J.ir.
Building c::ivities and support platforms may contain ducts. Ducts installed In cavities end support platforms must not be compressed to cause
recudions in the cross-sectional area."
§ 150.0(m)2:
§ 150.0(m)3:
§ 150.0(m)?:
§ 150.0(m)B:
§ 150.0(m)e:
§ 150.0(m)10:
§ 150.0(m)11:
§ 150.0(m)12:
§ 150.0(m)13:
Factory-Fabricated Duct Systems. Factcry-fabricated duct systems must comply with applicable requirements for duct construction.
connections, and closures; joints and seams of duct systems and !heir components must not be sealed with doth back rubber adhesive duct
tapes unless such tape is used in combination with mastic and draw bands.
Field~Fabricated Duct Sy.stems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensifive tapes,
mastics, sealants, and other requirements specified for duct construction.
Back draft Damper. Fan systems that exchange air between ihe conditioned space and outdoors must have backdraft or aulolTiatic dairipers. ·
Gravity Ventilati<>n Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible,
manually operated dampers in al! openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents.
Protection of Insulation. Insulation must be protected from damage, sunlight, moisture, equipm~mt 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 sbielding from solar radiation.
Porous Inner Core Flex Duct. Porous inner core fiex ducts must have a non-porous layer beti.reen the inner core and outer vapor barrier.
Duct System Seafing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an
occupiabla space, the ducts must be sealed and duel leakage lested, as confinned through field verification and diagnostic testing. in
accordance with§ 150.0(m)11 and Reierence Residential Appendix RA3.
Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or
equivalent filters. Filters for spare conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Pressure
drops and labeling must meet the requirements ln §150.0(m)12. Filters must be accessible for regular seNice.*
Space Conditioning System Airllow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole
fort he placement of a static pressure probe, or a permanently installed siatic pressure probe in the supply plenum. Airflow must be ~ 350 CFM
per ton of oominal cooling capacity, and an air-handling unit fan efficacy :S 0.45 watts per CFM for gas tJrnace air handlers and :S 0.58 watts per
CFM for all others. Small duct high velocity systems must provide an airflow~ 250 CFM per ton of nominal cooling capacity, and an air-handling
unit fan efficacy::; 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3.'
CERTIFICATE OF COMPLIANCE
Project Name: ?ava!-;hadi
Calculation Description: Pavaghadi
Calculation Date/Tim11: 2021-D5-17Tll:02;02-07:00
Input File Name: Pavaghad1.ribd19
CflR-PRF-OlE
(Page 3 of7)
OPAQUE SURFACES
01
Name
Fmnt
teft
Back
Right
Floor over
Crawlspace 1
02
:Zone
Main
.\.lain
Main
Main
03
Construction
R-21 2X6
R-212X6
R,212X6
R-2:12X6
1Nood Floor over
Crawl
04
A>irnuth
0
c/a
OS
Orientation Gr05sArea(tt2)
Front
Left
320
Left 56
'"'
07
Window and Door
Area(fa)
" 0
0
11/a
08 09
Tilt (deg} Wall Exceptior,s
so
00 ncne New
none '°w
SQ none New
a/a
OPAQUE SURFACES -CATHEDRAL CEIUNGS
01
Cathedral
Ceiling l
Cathedral
Ceiling2
"'
Zone
Main
Main
FENESTRATION / GLAZING
01
Name
3040
6040SGD
"
Con,:;truction
C~thedral
Ceiling
Cathedral
Ceiling
02
Window
Window
Windc-w
06
Allmuth Orientation
Left 4S4
90 Right 4S4
03
Surfa<.:e Orient.it ion A2imuth
Front Front 130
Front rmnt
Back 0
0, "
Skylight Area Roof Rise (x in
(ft2) 12)
0 '
0 12
06 07 08 09
Width H"ight
(It) (ft) Mult,
4 "
16
"'
""" Reflectance
O.l
0.1
10 11
LI-factor
0.S NFRC
0.3 NFRC
03 NHIC
10
Roof Emittance
0.85
o.gs
13
SHGC
SHGC Sour~
'
0.23 NFRC
0.23 NfRC
ll
Cool Roof
Exterior
Shading
Bug Screen
Blig Screen
O.Z3 NFRC Bug Screen
Registration Number: 421-P01007112'.A-OOG:000-0000001J::OOOO _ Registr,;t;on Date/Time: 05117(.2021 1-8;00 HERS Provider: CHEERS
.\/01(~--rm:. -~"'"''' fas bo•n ll'"'""'w ~y C~nSr,1 ,.._mo li:r,e:·gy eit,""'1cy &u,,11 S'4om ;s~r,•,,:,,,s, Inc. /CHE/:RS,1 <IS<"'/ warmr,//"1> """'"-'c!c!l ll)" M,•d psN/£~ ~a/ .,,,,;;_-,~,; ..-,rn M" c,1~/M ,a CH!o$S. r,~,em,6, CHE1ons 'S nN -.spaW,111, ro,. 8"'1 ""'""' g.,,,r,n:a•. tho .,cc,;,aq o, r;ompie,"ene5"' ~//~elqfors,"1mo "r=>,amed m ,q,. c=m~m. ·
CA Building Energy Efficienc,1 Standards -2019 Residential Compliance Report Version: 2.019.1.31W Repo_.t Generated: 2.021-05-17 lB:02:47
Sch.em a Version, re1t 10200901
CERTIFICATE OF COMPLIANCE
Project Name: Pavaghadi
Calculation Description: Pavaghadi
calculation Date/rime: 2021-05-17T11;02:□2-07:00
Input File Name: Pavaghadi.rlbd19
CF1R•PRF-01E
(Page 6 of7)
HVAC. -KEAT PUMPS
Name
Trane High Efficiem:y
4:V:XW9509A1000
Ductless
M<niSplitHP
03 OS "' 07
Heating Cooling
Number of Units 1-c==c:-r--c-cc--r-c,---cc--l--==--r------, HSPF/COP Cap 47 C..p lJ SEHi EER/CEER
1 10 '300 swo 14.S 27
0,
Zonally
Controlled
Not 2onal
10
Compressor ,,,,,,
Single
Speed
11
HERS VerifiC3tion
Trane Hi.;h Efficiency
4MXW9S09-Al000-
hc,r,-htpomp
HVAC.HEAT PUMPS· HERS VERIFICATION
0, 02 03 "' ·os "'
Name Verified Airflow Airflow Taarget Verified EER : yerffied SEI_R Verified Refrig.,rant
°''"'" Verified HSPF Verified Heatin,:
Cap47
Verified Heating
Capl7
Trane High
Efficiency
4M XW95-09A100Q.
hers-ht pump
Not Required 0 Not R>cquired Not ~\"quired "
PROJECT NOTES
Contractor/owner Sllall ver>fy all conditions in the field for as.built constroctioil not ·,eadil'{visOle, and shaU investigateframinP, members. inoul;ition,arY.i mechanical e:ement5 to verify c,,;istsncc.
size and direction.All modelin8 data is ~ssumed u, be reliable as supplied by owner/"°ntractor. No liability shall be ass.,med l:iy Dynamic Energy Title 24, or D.cskin Building Design; contractor and
owne( snoll W!rify au building conditions
Regts!ration Number: 421-P01007112iA,OO!l--000.0000000-00DO Registration □at-efnme, 05117/2021 18;0D HERS Provider: CHEERS
~0~1.,CJ,:/f'1~t:::;:,:.;-,,:~ct;,":,.;f!::,,"'t,;:i ,,;l:,,~";5:/ ~~~1::-.:; %'/'i:f/:"/[,;:,;1;,:.~/f;;,,~;,,~~";.~r/~;,1,~s; O<mg,n(r,m:;:.v,,,, u~od<Nf by '"'"' µ,,,,,. ""' aff'1,.tlt,d ,.,Jt, Gt ;c/O/c<f '" CHff/ZS Tn~"'"''"· CHEERS, .. not
CA Building EnergyEfficiem:yStandards -2019 ResidentiafCampliam:s flepor:: Ve1'-ion: 2019.1.300 R-eportGenerated: 2021-05-17 18:02:47
Schema Version: rev 20200901
2019 Low-Rise Residential Mandatory Measures Summary
Requiremeri:s for Ventilation and Indoor Air Quality:
Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASH RAE Stancard 62.2, Ventilation
§ ! 5o.O(of 1: and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1.
§ 150.0(o)1C
§ 150.0(o)1E:
§ 150.0(o)1F:
§ 150.0(o)1G:
§ 150.0(o)2:
Single Family Detached Dwelling Units. Single family detached dwelling units, and attached dwelling units not sharing ceilings or floors with
other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airrlow provided at rates
detennined by ASHRAE 622Sections 4.1.1 and 4.1.2 and as specified in§ 150.0(o)1C.
Multifamily Attached Dwelling Unit.s. Multifamily attached dwelling units must have mechanical ventilation airflow provided at rates in
accordance with Equation 150.0-B and must be either a balanced system or continuous supply or continuous exhaust system. If a balanced
system is not used, .all units in the building must use the same system type and the dwelllng-unit er.velope leakage must be ::; 0.3 GFM at SO. Pa
(0.2 inch water) per square foot of dwellir19 unit envelope surface area and verified in accordance with Reference Residential Appendix RA3.8.
Multifamily Building Cenlral Ventilation Systems. Central ventilatiO!l systems that serve multiple dwelting units must t:e balanced to provide
ventilation airflow for each dwelling unit served at a rate equal to or grealer1han the rate specified by Equation 150.0-B. All unit airflows must be
within 20 ercent of the unit with the lowest a!rAow rate as it relates to the individual unit's minimum re uired airflow rate needed for com liance.
Kitchen Range Hoods, Kitchen range hoods must be rated for sound in accordance with Section 7.2 of ASH RAE 62.2.
Field Verification and Diagnostic Testing. Dwe!lfng unit ventilation airflow must be verified in accordance with Reference Residential
Appendix RA3.7. A kitchen range hood must be verified In accordance with Reference Residential Appendix RA3.7.4.3 to confirm il is
rale,d b HV! to com I with the airflow rates and sound requirements ass ecified in Section 5 and 7.2 of ASHRAE 62.2.
Pool and Spa Systems and Equipment Measures:
§ 110.4(a):
§ 110.4(b)1:
§ 110.4~)2:
§ 110.4(b)3:
§ 110.5:
§ 150.0(p):
Certification by Manufacturers. Afly pool or spa heating system or equipment must be certffied to have al! of the following: a thermal efficiency
that con:p!ies wilh the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater
without adjusting the ttiem10stat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric
resistance heatin :
Piping, Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or
dedicated suction and return Jines. or built-in or buill-u connections to allow for future solar heatin
Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover.
Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time witch that
will allow all um s to be set or pro rammed to run onJ durin off-eak electric demsnd eriods.
Pilot Light. Natural gas pool and spa heaters mus! not have a continuously burning pilot light.
Pool Systems and Equipment Installation. Residenlfal pool systems or equipment must meet the specified requirements for pump sizing, flow
rate, piping, filters, and valves."
Lighting Measures:
§ 110.9:
§ 150.0(!c)1A:
§ 150.0(k)1Bc
§ 150.0(k)1C:
§ 150.0(k)1D:
. § ·,so.G~)1E:
§ 150.0(k)1F:
§ 150.0(k)1G:
§ 150.0(k)1 H:
§ 150.0(k)1 I:
§ 150.0(k)2A:
§ 150.0(k)28:
§ 150.0~)2C:
§ 150.0(k)ZD:
§ 150.0(k)2E:
§ 150.0(k)2F:
Lighting Controls and Components. All lighting control devices and systems, ballasts, and Juminaires must meet the applicable requirements
of§ 110.9."
Luminaire-Efficacy. All installed luminaires must meet the requirements in Table 150.0-A.
Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or
other device must be no greater t1an !he number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or
fan speed control.
Recessed Down light Luminaires in Ceilings. Luminaires recessed in1o ceilings m0st meet ali of the requirements for: insulation contact (JC)
labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150J [k)1C
Electronic Ballasts for Fluorescent Lamps. Ballasts for fluorescent lamps-rated 13 watts or greater must be electronic and must have an
----~!l~L!\..~~~l:Y_Ql?J!o:1>~.!~<1!1 _2_Q.!<ttz:,.____ . _____ . ___ _.. ·---·--------_ _ ·-. -··
Night Lights, Srep Lights, and Path Lights. Night lights, step lights and path lights are not required to comply with Table 150.0-A or be
controlled by vacancy sensors provided they are rated to consume no more than 5 watts of power and emit no more than 150 IU111ens.
Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kttchen eKhaust hoods)
must meet the a olicable re uirements of 150.0 .k .-
Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joinr Appendix JAB.·
Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources :hat are not compliant with the JAB elevated
temperature requirements, i:1eluding marking requirements, must not be installed in endosed or recessed luminaires.
Light Sources in Drawers, Cabinets, and Linen Closets. light so1;rces internal to drawers, cabinetry or linen closets are no! required to
comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no
_ more_ th~n 150 lumens.'.. and ar~ equipped with_controls that automaticaUv tum ~e lighting_ _o~ when the drawer, cabinet or lifl€n closet is closed.
Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7 A.
Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems."
Interior Switches and Controls. Lighting must have readily accessible wall..mounted controls that allow the lighting to be manually
turned ON and OFF.'
Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions.
Interior Switches and Controls_ Controls must not bypass a dimmer, occupant sensor, or vacancy sensor it.mcfon if the control is installed to
com I wtth 150.0 k}.
Interior Switches and Controls. Lighting controls must comply with the applicable requirements of§ 110.9.
DYNAMIC ENERGY
TITLE 24 CONSUL TING
JENNIFER DESKIN
CERTIFIED ENERGY ANALYST
#R-13-17-10171
(760) 427-1507
1752 COTTENWOOD DRIVE.
VISTA, CA. 92081
JENDESKIN@A TT.NET
CERTlflCATE OF COMPLIANCE
Project Name: Pavaghadi
Calculation Description: ?avaghadi
calculation Date/rime: 202l:-0S-17Tll:02;02-07:00
Input File Name: Pavaghadi.ribd19
CF1R,PR.F-01E
(Page7 of 7)
DOCUMENTATION AUTHOR'S OEClAAATION SfATEMENT
1. I certify thatthi~Certificate of Compliance documenta:ion is accurate ~nd comp let~.
Documerrt:a:,oe A"1:horName;
Jennifer Deskin
Oocument:ltien Author Signa<11re:
Company; :Signature □ate: ,-r;,,
f.Dcycaacrn_,,_,_"'_c_g;_Ti_tt_,_2•---------------------+ocs_1,_,c/c20c2-1=~~~~~~~~~----1.c· A--------.JB,E:: C;::. C L._ C
Addre,;.s; CEA/ HERS CectrftCatlon lderitific:itio..~ (H appiic:ible),
1752 Cottonwood Dr. CEA R13-17-10171 c,,-1,m,,,,.,;,,.,,,~o,,&cioa .. ,~~_,.,c,.,~,,1.;o"
CE"RTIFll:'D EN:eRGYANALY$T
City/Srate/2f;,: Phone·
Vista, CA 92081 [760) 427-1507
RES?ONSIBtE PERSON'S DECLARATION STATEMENT
I cert;f;" the foiiw,i-,,g Llnd~c p<l"nalty of _o~,j~,y, under th~ law~ of the State o· Califomio,
I ~m cligbk, under Dh,ision 3 o( the flL·eane½ and p,::,f~!'ilrnis code to ~:«ept re,ponsibolily !or thi•ti..'Hdi~g desien identifl~d on this Cert,:licate of Compliance
2. f certify thatths-ener;ffoatures and perfurina~ce specifimtioris ldMti!led or. ,his certit1cil:eofC0~1j.,1;0nce conform 101he requirements ofT7tle-14, P.1n;1 Md Pnrt5oftheUll!ornia Code of Regulations.
The buikl,ng Cesign features _er ,vst~m de,ign feature, identified on this cen;ifc.a1e o: Con:ipilanc:e,~-•~ion3islent with the information proviCeci on otiler applicable complianct' doruments. wcrksheets,
calru/at1Ms, ;,lar,s and •~clrication~ subm1W.d to the ecrlcrcemen: osency fo< approv.l wih th,s bullding permit appl1cat,on
RespOnsible o.,;,gner i'iame·
Matthew Deskin
Company:
Deskin Building Design
Address:
Responsible Desi~n•r Signatura,
/vi oi;t;the;w V0.lk-i-rt,
Date Sisi'ledc
05/17/2021
4106 Sierra Morena Avenue
City/Stale/Zip;
carlsbad, CA 925010
Phone:
(760)427-1505
/;Ji[M~11Y s.'9,ie,j 1,y_C,,nSo! lionl&EnerpJ" ff/{hii,r,,:yP..J/m_// Sys:"'r t.i,•,c,:s. /rrc. •CHE"..RS;. n,1, dig//,,r:,,;nstu,s 1spr,,.;,,,,,: in o,d.,. to'''"'"'~ the ,xwoo/ ,;,t m,s ,eg,s.a,M <'COIJ/~&~/. snd 1a M "'"Y ;m;,1,~s My,S:tsr,o,· Pr_ov,'Oc,, ,,,-,,,,~11,r;-W !M ,,ww•=r of /lie intwma/10,,.
Rl?iaislration Numbi?r: 421-P010071121A-OOO-OOO.OOOGO[Kl.COOO Re~1stration Date/TLme: 05117,'202118:00 HERS Provider: CHEERS
NDnCE,-'/'his -U').Qn! ha,"""">"·'"''"~" i,y CM&i Hcm~En&r,j f'f,.Je.,.-..,, ;JaMpo'ys-SNY_.,,,,..,, lr.c. (CHElYIS) 0-.sUlf} /r,(a,m~lh.1 uploat!M: /Jy 1/Jirti p;,rt,es ,ral ,i//'d/;alM Mlt cc ·el~te.d 0, Cf/ffflS ,.,,~,~,= Cl'ffRS ;$ noi
r,,,<tJcns,,.•~ rec an(! ot1->~et r,v.,,,rnrc,e_ IM ,c.:i,rac;· "' cam~w•= .-t :.•~ "'''''"'•"'"" cnnu,tnctJ In ,n:,; tM'l,MN
CASuilding Energy Efficiency Standards -2019 Re:sident!ai r,::rn~liance Report Ver,lQ!l: 2019.1.:-00 Report Generated: 2021-05-17 lS:02:47
Schema Version, rev 20200!,01
§ 150,0(k)2G:
§ 150.0(k)2H:
§ 150.0(k)21:
§ 150.0ik)2J:
§ 150.0~)2K.
§ 150.0~)3A
§ 150.0(k)3B
§ 150.0(k)3C:
§ 150.0(k)4
§ 150.0(k)5
§ 150.0~)6A
§ 150.0(k)SB
2019 Low-Rise Residential Mandatory Measures Summary
Interior SWitches and Controls. A!7 energy management control system (EMGS) may be used to comply with control requirements if it:
provides functionality of the :;;pecified contra! according to§ 110.9; meets the !ns1allation Certificate requirements of§ 130.4: meets the
EMCS requirements clJ_.'!_30.0(e): and meets all other requirements in§ 15_0_.0~l~kl~2~. ~---~~~-----~~~----•
Interior Switches and Controls. A multi scene programmable controller may be used lo comply with dimmer requirements in § 150.0{k) if it
rovides the functiona!i of a dimmer accordin to 110.9, and com lies with all other a II~ble uirements in 150.0 k 2.
Interior Switches and Controls. In bathrooms, ga:rages, laundry rooms, and u!Uity rooms, at least one luminaire in each of these spaces must
be controlled by an occupant sensor or a vacancy sensor providing automatic-offfunctiona!ily. If an occupant sensor is installed, it must be
initially configured to manual-on operation using the manua! control required under Secfion 150.0{k)2C.
Interior Switches and Controls. Lumir.aires that are or contain lighl sources that meet Reference Joint Appendix JAB requirements for
dlmmin , and that are not com rolled b occu anc or vacanc sensors, must have dim min controls:
Interior Switches and Controls. Under cabinet lighting must be controlled separately from ceiling-insta[led lighting systems.
Residential Outdoor Lighting, For singi~family resideniial buildings, outdoor :ighting permanently mounted to a residential building, or to other
buildings or. the same lot, must meet the requirement in item§ 150.0(k}3Ai (ON and OFF switch) and the requirements in either
150.0 k 3Aii hotocell and eilher a motion sense; or automatic time switch control or 150.0 k 3Aiii astronomical time clock , or an EMCS.
Residential Outdoor Lighting. For low-rise residential buildings wiih four or more dwelling units, outdoor lighting for private patios, entrances,
balconies, and porches: and residential parking lots and carports with iess than eight vehicles per stte must comply with ellher § 150.0(kJ3A or
with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0.
Residential Outdoor Lighting. For low-rise residential buildings wrth four or more dwslling units, any outdoor lighting fur resider:tial parking lots
or carports with a total of eight or more vehicles per site and any outdoor lighting not regulated by§ 150.0(k)38 or§ 150.0(k)3D must comply with
t~e applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0.
Internally illuminated address signs. lnternally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of
ower as determined accordin to 130.0 c)
Residential Garages for Eight or More Vehrcles. Lighting for residential parking garages for eight or more vehicles mest comply wrth tlie
a !icable uirements fornonresiden6al ara es in Sections 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0.
Interior Common Areas of Low-rise Multifamily Residential Buildings. In a !ow-rise multifamily residential building where 1he total interior
common area in a single building equals 20 percent or less of the floor area, perrr.anenlly installed lighting for the interior common areas in that
bui!din must be ron I with Table 150.0-A and be controlled an occu ant sensor.
Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior
com mm area in a single building equals more than 20 percent of the floor area, pennanently 'installed lighting for the interior common a:reas in
that building must:
i. Comply with the applicable requirements in Sections 110.9, 130.0, 130.1, 140.6 and 141.0; and
ii. Ligh!lng installed in cor'.1dors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at lea6l
SO percent Theoccupar:,t 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 Resick!nces, Single family residences lac led in subdivisions with 10 or more single family residences and where the
§ 110.10(a)1: application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which
do not have a photovoltaic s stem installed. must com I with the r uirements of 110.10 b throu h 110, 10 e .
§ 110.10(a)2:
§ 110.10(b)1:
§110.10(b)2:
§ 110.10(b)3A:
§ 110.10(b)3B:
§ 110.10(bj4:
§ 110.10(c):
§ 110.10(d):
§ 110.10(e)1:
§ 110.10(e)2:
Low-rise Multifamily Buildings. Low-rise multi-family buildings that do nothcve a photovoltaic system installed must comply wrth the
requirements of§ 110, iO(b) through § 11D.10(d).
Minimum Solar Zone. Area. The solar zone must have a minimum total area as d€sc:ibed below. Tne solar zone must comply with access,
pathway, smoke ventilation, and spacing requirements as specified in nue 24, Part 9 or ether parts ofTitle 24 or in any requirements adopted by
a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less tharr 80
square feet each for buildings with roof areas less than or equal to 10,000 square feel or no Jess than 160 square feet each for buildings with
roof areas greater than 10,000 square feet For single famHy residences, the solar zone must be localed on the roof or overhang of the building
and have a total area no less than 250 square feet For low-rise mulh-family buildings the solar zone must be located on !he roof or overhang of
the building, or on the roof or overhang of another st'Ucture located within 250 feel 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 sky(ight area. The solar zone
requirement is applicable to the entire buildi , including mixed occupanc .·
Azimuth. All sections of the solar zone located on steep-sloped roofs must be oriented between 90 degrees and 300 degrees of true north.
Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, arid roof
mounted e uipment.·
Shading. Ar.y obstruction located on the roof or any other part of the building that projects above a solar zone must be located al least twice the
distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of
the nearest int of the solar zone. measured in lhe vertical lane."
Structural Design Loads □n Construction Documents. For areas of the roof designated as a solar zone, !he structural design loads for roof
dead load and roof live load must be clearl indicated on the cor,Struction documents.
Interconnection Pathways. 1 he constructton documerrts must indicate: a location reserved for inverters and metering equipment and a
palhway reserved for routing of conduit from the solar zone to the point of interconnection with the electricaf service; and for single family
residences and central water-heatin s stems, a thwa reserved for routin olumbin from the solar zone to the water-healin tern.
Documentation. A copy of the construction documents or a comparable document indicating the information from§ 110.10(b) through
§ 110.1_Q_(c) rnu~~-~.2£!1Yi.c!~l9..!ti~ o~-~~~-
Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps.
Main Electrical Service Panel, The main electricaJ servlce panel must have a reserved space to allow for the installalion of a double pole c'rrcuit
breaker for a future solar electric installation. The reserv-ed space must be permanently marked as "For Future Solar Electric".
REVISIONS
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\./ITH EXISTING
CD FTG,
MINIMUM 4 INCH THICK SLAB
4' THICK \./ITH #3 BAR AT 18' D/C,
EACH \,/ AY AT MID-H□GHT □VER
2' SAND FILL \,// 10 MILL V!SQUEEN
M□ISTURE BARRIER DYER 2' SAND FILL.
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MINIMUM 4 INCH THICK SLAB
4' THICK \./ITH #3 BAR AT 18' D/C,
EACH \,/ AY AT MID-HEIGHT OVER
2' SAND FILL \,// 10 MILL VISQUEEN
M□ISTURE BARRIER DYER 2' SAND FILL.
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\./ITH 30'x36'
\.IDRKSPACE
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SYMBOLS LEGEND
DETAIL NUMBER
DETAIL SHEET NUMBER
= FOOTING W&'&'&'&'$ff$= NOTE, PROVIDE BOLT PATTERN FDR 2x6
EXTERI□R \./ALLS \./HERE NOTED, PROVIDE
B□L TING FOR 3X PLATE (IF APPi )CABLE) ----------REBAR
CHANGE IN ELEVA TIDN
0----HOLDDOWN SCHEDULE
MARK TYPE BOLT CAPACITY ICC_ER
CL 37 MST37 -2465
<{ 48 MST48 3695 2105 a:: -
1--C')
60 MST60 -4665
2 HDU2 %"¢ ROD 3075
z 4 HDU4 %"¢ ROD 4565 2330
3: 5 HDU5 %"¢ ROD 5645 0
0
0 8 HDQ8 ¾"¢ ROD 7630 --' 0
I 11 HHDQ11 1 "¢ ROD 11810 2330
14 HHDQ14 1 ,!¢ ROD 13015
NOTES·
(1) -ROD -ASTM1554 Gr 36 THREADED ROD WITH EMBEDDED
DOUBLE NUT AND WASHER.
V:'J SHEARWALL SCHEDULE
EDGE/ SILL PLATE -op PLATE SEISMIC WIND MARK ALLOW ALLOW BOUNDAR
NAILING A.B. NAIL SDS LTP4
3/8" CDX (THREE PLY)
G 260 365 8d @ 6" 54" 6" -30"
H 380 532 8d @ 4" 42" -6" 20·
15/32" CDX (FIVE PLY)
L 310 435 42" -6" 24"
10d @ 6"
L2 620 870 24" -6" 12"
M 460 645 36" -a· 16"
10d @ 4"
M2 920 1290 18" -4• 8"
N 600 840 30" -6" 12"
10d @ 3"
N2 1200 1 l:i80 15" -3" 6"
p 770 1077 20" -4" 1 o"
1 Od @ 2"
P2 1540 2155 1 O" -2" 5"
PAD SCHEDULE
~ 3'-6' SQ, x 18' DEEP vi/ (5) 114 BARS EA, v/AY
~ 2' -,,• SQ, x 18' DEEP vi/ (3) 114 BARS EA, vi AY
FOUNDATION NOTES
1, CONCRETE FDR F□□TINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT
28 DAYS AND SHALL BE COMPOSED OF 1 PART CEMENT, 3 PARTS SAND, 4 PARTS 1 INCH
MAXIMUM SIZE ROCK, AND NOT MORE THAN 7-1/2 GALLONS OF \,/ATER PER SACK OF
CEMENT. UNLESS □THERl,/ISE NOTED.
2, HORIZONTAL DISTANCE FROM BOTTOM LEADING EDGE OF FOOTING TO DAYLIGHT SHALL BE
7'-0' MINIMUM DR AS RECOMMENDED BY SOILS REPORT.
3, F□UNDA TI□N PLATES OR SILLS SHALL BE B□L TED TD THE FOUNDATI□N 1,/ITH ,
<CBC 2308.6 AND 2308,12,8)<
o)
b)
c)
d)
e)
MINIMUM 1/2" DIAMETER HQT DIPPED GALVANIZED STEEL BDL TSJ
MINIMUM 5/8' DIAMETER H□T DIPPED GAi YANIZFP STEEL B[]L TS IN BUILDINGS
LOCATED IN SEISMIC DESIGN CATEGORY EJ
AT LEAST 7' EMBEDMENT INT□ CONCRETE □R MASONRY AND NOT MORE THAN 6'-0'
SPACINGJ
MINIMUM Tl,/0 BDL TS PER PIECE 1,/ITH ONE BDL T LOCATED N1JT MORE THAN 12' OR
LESS THAN 4' FROM EACH END OF EACH PIECE1
HOT DIPPED GAi YANTZED STEEL PLATE \JASHERS A MINIMUM OF 3.,x3"x0.229' USED ON
EACH B□LTJ THE HOLE OF THE PLATE \,/ASHER IS PERMITTED TD BE DIAGONALLY
SLOTTED 1,/ITH A \.IIDTH OF UP TD 3/16' LARGER THAN THE B□L T DIAMETER AND A
SLOT LENGTH NOT TD EXCEED 1-3/4', PROVIDED A STANDARD CUT \,/ASHER IS
PLACED BETl,/EEN THE PLATE \,/ASHER AND THE NUT,
4, SILLS AND SLEEPeRS ON A CONCRETE SLAB IN DIRECT CONTACT 1,/ITH EARTH SHALL BE OF
NATURALLY DURABLE OR PRESERVATIVE-TREAT[D \./ODD, (CBC 2304,11.2,4)
5, VERIFY L□CA TI□NS OF ALL ITEMS TD BE IN, UNDER, THROUGH DR EMBEDDED IN THE
CONCRETE PRIOR TD FOUNDATION INSPECTION,
6, ALL H□LDOl,/N ANCHORS TD BE 'SIMPSON'
7. llEtN~□LDOl,/NS, B□L TS ETC. TD BE SECURELY TIED IN PLACE PRI□R TD FOUNDATION
INSPECTION,
8. ALL H□LDDl,/NS AND POST ANCHORS ARE TO BE HOT DIPPED GALVANIZED AND INSTALLED
ACCORDING TD SIMPSON STRONG TIE SPECIFICATIONS AND REQUIREMENTS OF ICC. REPORT, U.O.N,
9. MINIMUM CONCRETE 1,/IDTH OF STEMl,/ALLS SHALL BE 8 INCHES FDR RECEIVING H□LDDl,/NS
U,O.N, VERIFY L□CATI□NS OF H□LDOl,/NS AND ANCHOR BOLTS 1,/ITH FRAMING PLAN TD
ASSURE PROPER AND ACCURATE INST ALLA TI□N,
10, UFFER BAR -PROVIDE A #4 BAR MIN, 20 FEET CONTINUOUS, LOCATED AT BOTTOM OF
FOOTING MIN. 3 INCHES ABOVE GRADE AND PROTRUDING 12 INCHES ABIJVE SLAB OR STEM
\,/ALL FOR ELECTRICAL GROUND, LOCATl□N SHALL BE VERIFIED BY THE ELECTRICAL
CONTRACTOR, IF APPLICABLE.
11. PROVIDE 1,/EAKENED PLANE/EXPANSION JOINTS IN ALL SLABS. <16'-0'
□.C. MAX,) SEE DETAIL,
12, 1,/00D POSTS EXPOSED TD 1,/EATHER DR 1,/EATHER SPLASH SHALL BE 1' ABOVE A SLAB DR
8' ABOVE GRADE (CBC 2304,11,2,7),
13, SH□\./ a• CLEARANCE Off ADJACENT GRADE FOR \,/ODD FRAMING/SHEATHING RESTING □N
EXTERIOR FOUNDATl□N 1,/ALLS/F□OTINGS:, (CBC 2304,11,2,2),
14. SH□\,/ 8 INCH MiillMUM \,/ODD TD EARTH SEPARATION OR PROVIDE PRESERVATIVE-TREATED
\,/DOD. <CBC 2304Jl.2,2),
15, 1,/AITING PERl□D FDR CONCRETE SLABS □N GRAUE PRIOR TO START OF CONSTRUCTION
SHALL BE AS FOLLDl,/S<
NO \,/ORK OF ANY KIND SHALL BE PERFORMED REF□RE CONCRETE HAS ACHIEVED 70
PERCENT OF DESIGNED STRENGTH.
REVISIONS
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NOTE• ALL RECEPTACLE OUTLET
LOCATIONS SHALL COMPLY \JITH
CEC ARTICLE 210,52,
f;i,,w)¼¾
10' x8' SECTI□NAL DR
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OUTDOOR COMPRESSOR FDR ELECTRIC
DUCTLESS MINI-SPLIT HEAT PUMP/AIR
C□NDITI□NER BY MITSUBISHI.
MODEL• MUZ-MH DR APP. EQIV.
BTU HEAT RATING, 24,000 BTU/HR,
PROVIDE CLEARANCES AS REQUIRED,
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WITH 30'x36'
WORKSPACE
(") -
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GARAGE FLOOR PLAN SCALE 1/ 4'=1'-0'
(N) UPPER FLOOR ADU
(N) A TT ACHED GARAGE
(N) AlTACHED STORAGE
908 SQFT
1080 SQFT
36.66 SQFT
GARAGE DOOR OPENERS
SHALLHAVE BATTERY
BACK-UP. (SB 969),
FLOOR PLAN NOTES
1. NEW \JINDO'JS SHALL BE DUAL GLAZED.
2, TYPICAL EXTERIOR WALL ASSEMBLY.
A. WOOD HORIZONTAL \JOOD SIDING □VER
(2)-LAYER GRADE 'D' PAPER □VER SHEAR
PANEL (MATCH EXISTING).
B. GYPSUM WALLBOARD
<TYP 'X' \JHERE REQUIRED),
C, 2x6 EXTERIOR WALL FRAMING WITH
INSULATION (PER TITLE-24 CALCS).
3, 2x10 CEILING JOISTS AT 16' 0/C,
4. EXPOSED \JDDD POST,
5. EXPOSED HEADER BEAM.
6, C□NC LANDINGS AND PA nos MINIMUM 48'
AND EXTENDING 6' BEYOND EACH SIDE OF
OPENING,
7. SURFACE MOUNTED GAS TANKLESS WATER
HEATER BY N□RITZ, MODEL NRC711
PROPANE GAS. REFER TD TITLE 24 FDR
ADDITIONAL REQUIREMENTS. PROVIDE 120
VOLT RECEPTACLE ACCESSIBLE 'wlTHIN 3
FEET Of 'wATER HEATER,
8, OUTDOOR COMPRESSOR FDR ELECTRIC
DUCTLESS MINI-SPLIT HEAT PUMP/AIR
CONDITIONER BY MITSUBISHI.
MODEL• MUZ-MH DR APP, EQIV,
BTU HEAT RATING, 24,000 BTU/HR,
PROVIDE CLEARANCES AS REQUIRED.
ST AIR'w' A Y DESIGN
REQUIREMENTS
(CRC R311, 7),
STAIR WIDTH• MINIMUM WIDTH OF 36'.
HEADROOM, MINIMUM HEADROOM OF 6'-8',
filSE!. BET\JEEN 4' AND 7.75'.
Rllli!. MINIMUM RUN □F 10',
<FDR \JINDING STAIRS• 6' MINIMUM TREAD
DEPTH AT NARRD\JEST P□INT AND 10'
MINIMUM TREAD DEPTH AT 12' INSIDE OF
RADIUS. (CRC Rll.7.5,2.D
TREAD NDSINGS BETWEEN 0.75' AND 1.25'
ON STAIR\/ AYS WITH SOLID RISERS,
<WHEN TREADS ARE LESS THAN 11'),
WIDTH, STAIR\JAYS SHALL NOT BE LESS
THAN 36 INCHES IN CLEAR WIDTH AT ALL
P□INTS ABOVE THE PERMITTED HANDRAIL
HEIGHT AND BELO\J THE REQUIRED
HEADROOM HEIGHT. HANDRAILS SHALL NOT
PROJECT MORE THAN 4,5 INCHES □N
EITHER SIDE OF STAIRWAY. (CRC R311,7,D.
□PEN RISERS ARE PERMITTED PROVIDED
THAT THE OPENING BET\JEEN TREADS DOES
NOT PERMIT THE PASSAGE OF A 4-INCH
SPHERE, <CRC R3U,7.5,l),
THE GREATEST RISER HEIGHT \JJTHIN ANY
FLIGHT OF STAIRS SHALL NOT EXCEED
THE SMALLEST BY MORE THAN 3/8 INCH,
THE GREATEST TREAD DEPTH WITHIN ANY
FLIGHT OF STAIRS SHALL NOT EXCEED
THE SMALLEST BY MORE THAN 3/8 INCH,
GUARDS
(CRC R312),
SHALL BE PROVIDED FDR THOSE PORTIONS
OF □PEN-SIDED WALKING SURFACES THAT
ARE LOCATED MORE THAN 30-INCHES
ABOVE THE FLOOR DR GRADE BELOW.
SHALL HAVE A HEIGHT OF 42-INCHES.
(MAY BE 34-INCHES ALONG THE SIDES OF
STAIRS) ..
OPENINGS BETWEEN THE RAILINGS SHALL
BE LESS THAN 4-INCHES.
THE TRIANGULAR OPENINGS FORMED BY THE
RISER, TREAD AND BOTTOM ELEMENT OF
GUARDRAIL AT A STAIR SHALL BE LESS
THAN 6-INCHES.
SHALL BE DETAILED TO SHOW CAPABILITY
TO RESIST A CONCENTRATED LOAD OF
200-P□UNDS IN ANY DIRECTION ALONG THE
TOP RAil AND 50 PSF FDR INFILL
COMPONENTS,
HANDRAILS
(CRC R:311,7.8),
SHALL BE PROVIDED ON AT LEAST □NE
SIDE OF EACH STAIR\JAY WITH 4 DR MORE
RISERS.
HANDRAILS AND EXTENSIONS SHALL BE 34'
TD 38' ABOVE NOSING OF TREADS AND BE
CONTINUOUS.
THE HANDGRIP P[□RTI□N OF ALL HANDRAILS
SHALL BE NOT LESS THAN 1-1/4 INCHES
NOR MOR THAN 2 INCHES IN CROSS
SECTIONAL DIMENSION.
HANDRAILS ADJACENT TO WALLS SHALL
HAVE AT LEAST 1-1/2 INCHES BETWEEN
THE \JAL,L AND THE HANDRAIL.
ENDS □F HANDRAILS SHALL BE RETURNED
OR SHALL HAVE ROUNDED TERMINATI□NS DR
BENDS.
REVISIONS
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FRAMING NOTES
I. ALL FRAMING SHALL BE IN ACCORDANCE 'w'ITH 2019 CRC;
CONVENTIONAL LIGHT FRAME CONSTRUCTION AND ALL OTHER
APPLICABLE SECTIONS □F THE BUILDING CODE,
2, ROOFING SHALL BE CLASS A FIRE RATED MATERIALS,
3, FIELD MEASURE AND VERIFY FRAMING FDR DETERMINING
TRUSS SPANS AND LAYOUT PRIOR TD ORDERING TRUSSES,
INST ALL ALL TRUSSES TD MFR'S SPECS.
4.
5,
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
MINIMUM TOP PLATE SPLICE TD BE 48' LAP 'w'ITH (8) 16cl
LAP SPLICE NAILING.
CALIFORNIA FILL: PL Y'w'DDD SHALL BE CONTINUOUS UNDER
CALIFORNIA FILL.
PROVIDE 2x SOLID BLOCKING ALONG TRUSS RIDGE LINES
DR PER MFR'S SPECS.
'w'HERE TOP DR SOLE PLATES ARE CUT FDR PIPES, A
METAL TIE MIN. 0.054 INCHES THICK AND 1-1/2 INCHES
'w'IDE SHALL BE FASTENED ACROSS THE OPENING 'w'ITH
(8)-10cl NAILS EACH SIDE. THE STRAPS SHALL NOT
EXTEND LESS THAN 6' BEYOND THE CUT OR NOTCH. (CRC
R602.6.D.
DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED
SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT
THEIR HEAD OR CR □'w'N IS FLUSH 'w'ITH THE SURFACE OF
THE SHEA THING,
MAINTAIN 1/2 INCH CLEARANCE BET'w'EEN TRUSSES AND
NON-BEARING VALLS, PROVIDE SIMPSON STC TRUSS CLIP
'w'HERE BOTTOM CHORD OF TRUSS IS PERPENDICULAR TD
INTERIOR NON-BEARING 'w'ALL,
DO NOT CUT, DRILL, NOTCH, BORE, SHAVE, TAPER DR FOR
ANY REASON MODIFY PRE-ENGINEERED/MANUFACTURED
STRUCTURAL ELEMENTS SUCH AS GLU MEMBERS,
PARALLAMS, MICROLLAMS, I-JOISTS, LIGHT GAUGE METAL
MEMBERS, AND OTHER SIMILAR TIMBER OR STEEL PRODUCTS
UNLESS SUCH MODIFICATIONS ARE 'w'ITHIN THE 'w'RITTEN
PARAMETERS SET FORTH BY THE LISTED MANUFACTURER OF
THAT PRODUCT OR BY A SIGNED AND STAMPED DETAIL BY
THE PROJECT ENGINEER OF RECORD,
IN ALL □PEN BEAM CONSTRUCTION PROVIDE SIMPSON
LSTA30 STRAP-TIE OVER RIDGE TO RAFTERS, FOR 2x
CONSTRUCTION USE SIMPSON LSTA24 AT EACH RAFTER
OVER RIDGE,
IF APPLICABLE ALL TRUSSES SHALL BE LEGIBLY
BRANDED, MARKED OR OTHER'w'ISE HAVE PERMANENTLY
AFFIXED THERETO, THE FOLLD'w'ING INFORMATION LOCATED
'w'ITHIN T'w'O FEET OF THE CENTER □F THE SPAN ON THE
FACE □F THE BOTTOM CHORD: <IF APPLICABLE)
o.,) IDENTITY OF THE MANUFACTURING CO. □F THE
TRUSS,
b.) THE DESIGN LOAD AND AND THE SPACING OF THE
TRUSSES.
TRUSS HANGERS SHALL BE SIMPSON THA29 TYP. AT EACH
TRUSS HANGING FROM GIRDER TRUSSES OR PER
MANUFACTURERS SPECS, U.O.N, (IF APPLICABLE).
BALLOON FRAME ALL 'w'ALLS 'w'ITH SLOPING CEILINGS,
MAXIMUM UNBRACED HEIGHT OF LATERALLY UNSUPPORTED
2x4 -3x4 -2x6 STUD 'w'ALLS AT 16' D/C, IS 10'-0' FOR
BEARING 'w'ALLS.
MAXIMUM UNBRACED HEIGHT OF LATERALLY UNSUPPORTED
NON-BEARING 2x4 AND 3x4 STUD 'w'ALLS AT 16' 0/C. IS
14'-0', -2X6 'w'ALLS IS 20'-0'.
FASTENERS FDR PRESERVATIVE-TREATED AND
FIRE-RETARDANT-TREATED 'w'□OD SHALL BE HOT DIPPED
ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL,
SILICON BRONZE DR COPPER. <CRC R317.3.D.
PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL
PARTITIONS,
ALL TRUSS DR JOIST CONNECTIONS (TRUSS TD TRUSS,
TRUSS TD GIRDER, TRUSS PLY. TO TRUSS PLY, AND FIELD
SPLICES) SHALL BE DESIGNED BY THE TRUSS
MANUFACTURER <CRC R502.11.4).
DIAPHRAGM BOUNDARY ~-DIAPHRAGM BOUNDARY
NAILING
,-----,.------L+~::::)-.-~---~~ MIN. PL Y\v'OOD _ ___, DIMENSION SHALL
ROOF DR FLOOR JOIST
BE 24' UNBLOCKED
AND 12' AT
BLOCKED
DIAPHRAGMS.
EDGE NAILING
4x8 PL Y'w'□□D
'w'ITH FACE GRAIN
PERPENDICULAR
TD FRAMING.
BOUNDARY NAIL
AT CONTINUOUS
PANEL EDGES AT
BLOCKED DIAPHRAGM
<IF APPLICABLE).
TYP ROOF OR FLOOR DIAPHRAGM
I (E) BARN I
@Hue HANGER
REPLACE (D RIM J□IST
\/ITH 6x10 GIRT PER
DETAILW
~
WHUC HANGER
~
8'-111
PLATE LINE
9'-1'
PLATE LINE
e ~~
II~
...J
"' A I ... X '°
II
11 II
II II
II II
't (;
1.25' LSL STAIR
STRINGERS
4x BLOCKING \IITH
CMST 14 FULLY NAILED
6x12 HDR
A
, 6xl2 HDR
18'-0.25'
PLATE LINE
@, __ , ' LINE OF OVERHANG ABOVE
~.f9 I
9'-1"
PLATE LINE
't (;
I baaa M-"=A~I~N"--=F=R=-A=-M=I~N=G=P=L~A~Ndlll SCALE 1/4'=1'-0'
6x12 HDR
-------------------------
9'-111
~------1 PLATE LINE
SYMBOLS LEGEND
L=12"-0' w
POST DR TRIMMER AS NOTED
SHEAR PANEL MEMBER, MINIMUM
LENGTH NOTED. SEE ENG, CALCS.
<J----0-t> SPAN AND DIRECTION OF
ROOF MEMBER PER SCHEDULE.
1-----0----(> SPAN AND DIRECTION OF
FLOOR MEMBER PER SCHEDULE.
BEARING \./ALL
CAL-FILL AREA.
NOTE: CAL -FILL AREA. PROVIDE
□NE BAY 'w'IDTH X 30' ACCESS AND
VENTILATION OPENING, PROVIDE 2X
BLOCKING AND EDGE NAILING OF
ROOF SHEATHING AROUND OPENING.
FRAMING SCHEDULE
~
<l---0--v
2x10 CEILING JOISTS.
AT 16' 0/C,
2x6 ROOF RAFTERS.
AT 24' 0/C.
FLOOR SHEATHING
CAL-FILL
ALLDVABLE SPANS
2x4 R.R. AT 24' 0/C,
6' -0' MAX SPAN
2x6 R.R. AT 24' 0/C,
10'-0' MAX SPAN
2x8 R.R, AT 24' 0/C.
12'-10' MAX SPAN
2x10 R.R. AT 24' 0/C,
15'-8' MAX SPAN
2x12 R,R. AT 24' 0/C,
18' -3' MAX SPAN
2x14 R.R. AT 24' D/C,
20'-5' MAX SPAN
MINIMUM 3/4' T~G UNDERLAYMENT DR □SB EQUIVALENT
'w'ITH #lOcl RING-SHANK NAILS 6' 0/C. EDGES AND
BOUNDARIES, 10' □IC. FIELD. USE ARCHITECTURAL GLUE
PER MANUFACTURER'S SPECS.
EXTERIOR 'vi ALL SHEA THING
ALL EXTERIOR \./ALLS SHALL BE SHEAR PANELED
UNLESS □THER'w'ISE NOTED 'w'ITH 3/8' CDX PL Y'w'□□D
\./ITH #Bel NAILS 6' 0/C, AT EDGES AND BOUNDARIES,
AND 12' 0/C, FIELD.
°'07 SHEARWALL SCHEDULE
EDGE/ SILL PLATE -op PLATE SEISMIC WIND MARK ALLOW ALLOW BOUNDARY
NAILING A.B. NAIL sos LTP4
3/8" APA RATED SHEATHING
G 260 365 8d @ 6" 54" 6" -30"
H 380 532 8d @ 4" 42" -12" 20"
15/32" APA RATED SHEATHING
L 310 435 42" 6" -24"
10d @ 6"
L2 620 870 24" -6" 12"
M 460 645 36" -8" 16"
10d @ 4"
M2 920 1290 18" -4" 8"
N 600 840 30" -6" 12"
1 Od @ 3"
N2 1200 1680 15" -3" 6"
p 770 1077 20· -4" 1 o"
1 Od @ 2"
P2 1540 2155 1 o" -2" 5"
NOTES:
(1) -VALUES NOTED ARE MAXIMUM SPACINGS. CONNECTORS
SHALL BE AS FOLLOWS:
A. 'BOLT' -%"ill F1554-36 ANCHOR SOLT EMBEDDED A MINIMUM
OF 7" INTO CONCRETE OR MASONRY. PROVIDE 1-½" EDGE
DISTANCE AT ANCHOR BOLTS.
8. 'NAIL' -16D COMMON NAIL.
C. ·sos· -SIMPSON sos ¼-"X4.5" WOOD SCREW (ICC ESR-2236).
SCREWS SHALL BE STAGGERED WHEN SPACING IS 2.5" OR LESS.
(2) -SILL AND BOUNDARY MEMBERS FOR WALLS WITH A
SEISMIC CAPACITY OF 350PLF OR GREATER SHALL BE 3X
NOMINAL LUMBER OR LARGER. PROVIDE ½" MINIMUM OGE
DISTANCE FOR NAILING OF THESE MEMBERS.
(3) -ANCHORS SHALL BE INSTALLED WITH 3"X3"X0.229"
MINIMUM PLATE WASHERS.
(4) -L2, M2, P2, ETC. DENOTES SHEATHING TO BOTH SIDES OF
SHEAR WALL.
(5) -FIELD NAILING SIZE SHALL MATCH THE EDGE NAILING AND
BE SPACED @ 12" OC.
-----------------------------------
(!) z -C
..J -:::> cc
REVISIONS
zz
52 S2 en en WW cc
DRAWN
CHECKED
DATE
SCALE
SHEET
6
FRAMING NOTES
1. ALL FRAMING SHALL BE IN ACCORDANCE \./ITH 2019 CRC,
CONVENTIONAL LIGHT FRAME CONSTRUCTION AND ALL OTHER
APPLICABLE SECTIONS OF THE BUILDING CODE.
2. ROOFING SHALL BE CLASS A FIRE RATED MATERIALS.
3. FIELD MEASURE AND VERIFY FRAMING FOR DETERMINING
TRUSS SPANS AND LAYOUT PRIOR TD ORDERING TRUSSES,
INSTALL ALL TRUSSES TD MFR'S SPECS.
4. MINIMUM TOP PLATE SPLICE TD BE 48' LAP \./ITH (8) 16cl
LAP SPLICE NAILING.
5. CALIFORNIA FILL, PL Y\./DDD SHALL BE CONTINUOUS UNDER
CALIFORNIA FILL.
6. PROVIDE 2x SOLID BLOCKING ALONG TRUSS RIDGE LINES
DR PER MFR'S SPECS.
7. \./HERE TOP DR SOLE PLATES ARE CUT FDR PIPES, A
METAL TIE MIN. 0.054 INCHES THICK AND 1-1/2 INCHES
\./IDE SHALL BE FASTENED ACROSS THE OPENING \./ITH
(8)-!0cl NAILS EACH SIDE. THE STRAPS SHALL NOT
EXTEND LESS THAN 6' BEYOND THE CUT DR NOTCH. (CRC
R602.6.D.
8. DIAPHRAGM SHEATHING NAILS DR OTHER APPROVED
SHEATHING CONNECTORS SHALL BE DRIVEN SD THAT
THEIR HEAD DR CRD\./N IS FLUSH \./ITH THE SURFACE OF
THE SHEA THING.
9. MAINTAIN 1/2 INCH CLEARANCE BET\./EEN TRUSSES AND
NON-BEARING \./ALLS. PROVIDE SIMPSON STC TRUSS CLIP
\./HERE BOTTOM CHORD OF TRUSS IS PERPENDICULAR TD
INTERIOR NON-BEARING \./ALL.
10. DD NOT CUT, DRILL, NOTCH, BORE, SHAVE, TAPER DR FDR
ANY REASON MODIFY PRE-ENGINEERED/MANUFACTURED
STRUCTURAL ELEMENTS SUCH AS GLU MEMBERS,
PARALLAMS, MICROLLAMS, I-JOISTS, LIGHT GAUGE METAL
MEMBERS, AND OTHER SIMILAR TIMBER DR STEEL PRODUCTS
UNLESS SUCH MODIFICATIONS ARE \./ITHIN THE \./RITTEN
PARAMETERS SET FORTH BY THE LISTED MANUFACTURER OF
THAT PRODUCT DR BY A SIGNED AND STAMPED DETAIL BY
THE PROJECT ENGINEER OF RECORD.
11. IN ALL OPEN BEAM CONSTRUCTION PROVIDE SIMPSON
LSTA30 STRAP-TIE □VER RIDGE TD RAFTERS. FDR 2x
CONSTRUCTION USE SIMPSON LSTA24 AT EACH RAFTER
□VER RIDGE.
12.
13.
14.
15.
16.
17.
IF APPLICABLE ALL TRUSSES SHALL BE LEGIBLY
BRANDED, MARKED OR DTHER\./ISE HAVE PERMANEt--lTL Y
AFFIXED THERETO, THE FDLLD\./ING INFORMATION. LOCATED
\./!THIN T'w'□ FEET OF THE CENTER OF THE SPAN ON THE
FACE OF THE BOTTOM CHORD, <IF APPLICABLE)
o.,) IDENTITY OF THE MANUFACTURING CO. OF THE
TRUSS.
b.) THE DESIGN LOAD AND AND THE SPACING OF THE
TRUSSES.
TRUSS HANGERS SHALL BE SIMPSON THA29 TYP. AT EACH
TRUSS HANGING FROM GIRDER TRUSSES DR PER
MANUFACTURERS SPECS. U.□.N. <IF APPLICABLE).
BALLOON FRAME ALL \./ ALLS \./ITH SLOPING CEILINGS.
MAXIMUM UNBRACED HEIGHT OF LATERALLY UNSUPPORTED
2x4 -3x4 -2x6 STUD \./ALLS AT 16' D/C. IS 10'-0' FDR
BEARING \./ ALLS.
MAXIMUM UNBRACED HEIGHT OF LATERALLY UNSUPPORTED
NON-BEARING 2x4 AND 3x4 STUD \./ALLS AT 16' D/C, IS
14'-0', -2X6 \./ALLS IS 20'-0',
FASTENERS FOR PRESERVATIVE-TREATED AND
FIRE-RETARDANT-TREATED \./ODD SHALL BE HOT DIPPED
ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL,
SILICON BRONZE DR COPPER. <CRC R317.3.D.
PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL
PARTITIONS.
ALL TRUSS DR JOIST CONNECTIONS (TRUSS TD TRUSS,
TRUSS TO GIRDER, TRUSS PLY. TO TRUSS PLY, AND FIELD
SPLICES) SHALL BE DESIGNED BY THE TRUSS
MANUFACTURER <CRC R502.11.4).
DIAPHRAGM BOUNDARY ~-DIAPHRAGM BOUNDARY
NAILING
EDGE NAILING
4x8 PLY\./DDD
\./ITH FACE GRAIN
PERPENDICULAR
TD FRAMING,
BOUNDARY NAIL
ROOF DR FLOOR JOIST
AT CONTINUOUS
PANEL EDGES AT
BLOCKED DIAPHRAGM
<IF APPLICABLE).
TYP R □□F DR FLOOR DIAPHRAGM
A
• 0 I -L=40'-0'
• 0 ' -.------------l---">i.-----1-----~GI-------------------~----
A,__ _ _,
1'-0"
"' ~
-' "' A
6x HDR
--------,
6xl2 RIDGE BM
PROVIDE
4x4 K.P. AT
EACH END
OF RIDGE.
A
1
' DI\./ I
I r --l-----
I I I
• 0 J -
K
SD!
6x6 HDR
"' A :,: ... X ...
~ :,: ... X ...
6x6 HDR
6x12 RIDGE BM
SIMPSON 4x10 'U'
HANGER EACH SIDE
11aaall R"""=D'==D==F~F:=aaR.aa.A.aa.MaaaaaJ~N"""G~P,=L"=='A"=='N~II SCALE 1/ 4 '=1' -0'
oi oi
"' A :,: ..,.
X ...
4x4 HDR
w "' "' X A ... -"'
6x HDR
PROVIDE 4x4 K.P. AT
EACH END OF RIDGE.
SYMBOLS LEGEND
L=ll:'-0' w
<J---0--t>
~
POST DR TRIMMER AS NOTED
SHEAR PANEL MEMBER, MINIMUM
LENGTH NOTED. SEE ENG. CALCS.
SPAN AND DIRECTION OF
ROOF MEMBER PER SCHEDULE.
SPAN AND DIRECTION OF
FLOOR MEMBER PER SCHEDULE.
BEARING \./ ALL
CAL -FILL AREA,
CAL-FILL
ALLDIJABLE SPANS
2x4 R.R. AT 24' 0/C.
6'-0' MAX SPAN
2x6 R.R. AT 24' 0/C,
10'-0' MAX SPAN
NOTE• CAL -FILL AREA. PROVIDE
□NE BAY \,/IDTH X 30' ACCESS AND
VENTIL.A TIDN OPENING. PROVIDE 2X
BLOCKING AND EDGE NAILING OF
ROOF SHEATHING AROUND OPENING.
2x8 R.R. AT 24' 0/C,
12'-10' MAX SPAN
2x10 R.R. AT 24' D/C,
15'-8' MAX SPAN
2x12 R.R. AT 24' D/C.
18'-3' MAX SPAN
FRAMING SCHEDULE 2x14 R.R. AT 24' D/C,
20'-5' MAX SPAN
<J----0---t> CONVENTIONALLY FRAMED ROOF
2x10 ROOF RAFTERS AT 24' D/C,
<l-/4>--C> CONVENTIONALLY FRAMED DORMER
2x6 ROOF RAFTERS AT 24' D/C,
0 2x8 FASCIA (MATCH EXISTING).
[I] 2x6 FASCIA (MATCH EXISTING).
ROOF SHEA THING
15/32' CDX PL Y\,/DOD SHEATHING PANEL
INDEX 32/16, DR 15/32' □SB STRUCT 1
\./ITH #Sci NAILS 6' D/C, AT EDGES AND
BOUNDARIES, AND 12' D/C. FIELD.
EXTERIOR \./ALL SHEATHING
ROOF
ALL EXTERIOR \./ALLS SHALL BE SHEAR PANELED
UNLESS □THER\,/ISE NOTED \./ITH 3/8' CDX PLY\,/ODD
\./ITH #Sci NAILS 6' D/C. AT EDGES AND BOUNDARIES,
AND 12' 0/C. FIELD .
~ SHEARWALL SCHEDULE
EDGE/ SILL PLATE -op PLATE
"1ARK 3EISMICI WIND
ALLOW ALLOW BOUNDARY
NAILING A.B. NAIL SDS LTP4
3/8" APA RATED SHEATHING
G 260 365 8d @ 6" 54" 6" -30"
H 380 532 8d @ 4" 42" -12" 20"
15/32" APA RATED SHEATHING
L 310 435 42" 6" -24"
1 Od @ 6"
L2 620 870 24" -6" 12"
M 460 645 36" -8" 16"
1 Od @ 4"
M2 920 1290 18" -4" 8"
N 600 840 30" -6" 12"
1 Od @ 3"
N2 1200 1680 15" -3" 6"
p 770 1077 20" -4" 1 o"
1 Od @ 2"
P2 1540 2155 1 o" -2" 5"
NOTES:
(1) -VALUES NOTED ARE MAXIMUM SPACINGS. CONNECTORS
SHALL BE AS FOLLOWS:
A. 'BOLT' -%"¢ F1554-36 ANCHOR BOLT EMBEDDED A MINIMUM
OF 7" INTO CONCRETE OR 1-!ASONRY. PROVIDE 1-½" EDGE
DISTANCE AT ANCHOR BOLTS.
B. 'NAIL' -16D COMMON NAIL.
C. 'sos' -SiMPSON sos ¼"X4.5" WOOD SCREW (ICC ESR-2236).
SCREWS SHALL BE STAGGERED WHEN SPACING IS 2.5" OR LESS.
(2) -SILL AND BOUNDARY MEMBERS FOR WALLS WITH A
SEISMIC CAPACITY OF 350PLF OR GREATER SHALL BE 3X
NOMINAL LUMBER OR LARGER. PROVIDE ½" MINIMUM DGE
DISTANCE FOR NAILING OF THESE MEMBERS.
(3) -ANCHORS SHALL BE INSTALLED WITH 3"X3"X0.229"
MINIMUM PLATE WASHERS.
(4) -L2, M2, P2, ETC. DENOTES SHEATHING TO BOTH SIDES OF
SHEAR WALL.
(5) -FIELD NAILING SIZE SHALL MATCH THE EDGE NAILING AND
BE SPACED @ 12" OC.
REVISIONS
w
(!) > z 0::::
0 -C 0
..J 0 LO -0 ..--0 ::, s co LO
m 0 ..--z N I
QO'>~ zz I-. -.:;t
-(!) I-(3 --~ -0 0 en en 0 <(~
WW NI-._
LO Cf) . cc r---I ..--> Cl..
DRAWN
CHECKED
DATE
SCALE
SHEET
7
CONVENTIONALLY FRAMED
R□□F ASSEMBLY WITH 2x6
R□□F RAFTERS AT 24' D/C.
15/32' CDX PL YW□□D SHEATHING WITH
#Sci NAILS 6' D/C, AT EDGES AND
BOUNDARIES, AND 12' D/C, FIELD, U.□.N.
CLASS 'A' C□MP□SITI□N
SHINGLES □VER 40# FELT
MANUFACTURER• GAF
PRODUCT• 'TIMBERLINE'
ICC APPROVAL• ESR-1475
:... 2D f---H
I (0 7
GRADE"------ll
II SECTION
C□NC
STOOP
4
GRADE
SCALE 1/4'=1'-0'
R-30C 'CATHEDRAL CLG.' -~
BATT INSUL AT CLG. PAPER
FACED NOT PERMITTED
A
SD2
R----R-21 BATT INSUL
AT WALLS
fa
------i 11
GRADE-----
,
'
I LIVING I
' ' ,
9 BED #1
11
I GARAGE I
R-21 BATT INSUL
AT WALLS
'"' l'.l
I
w >--<C
...J 0..
• -I (0
ATTIC AREA
CONVENTIONALLY FRAMED
R□□F ASSEMBLY WITH 2xl0
R□□F RAFTERS AT 24' D/C.
15/32' CDX PL YWO□D SHEATHING \,/ITH
#Bel NAILS 6' 0/C, AT EDGES AND
BOUNDARIES, AND 12' D/C, FIELD. U.O.N.
CLASS 'A' C□MP□SITl□N
SHINGLES □VER 40# FELT
MANUFACTURER• GAF
PRODUCT• 'TIMBERLINE'
ICC APPROVAL• ESR-1475
R-30 BATT INSUL
AT CLG, PAPER FACED
NOT PERMITTED
R-~--R-21 BATT INSUL
AT \,/ALLS
BATH
R-19 MINIMUM BATT
INSUL AT FLOOR,
111-------<
7
i------GRADE
SECTION KEYNOTES
I. TYPICAL SLOPED R□□F ASSEMBLY
A, ROOFING MATERIAL (PER ROOF PLAN),
2. TYPICAL EXTERI □R WALL ASSEMBLY,
A. \,/ODD HORIZONTAL W□□D SIDING □VER
(2)-LAYER GRADE 'D' PAPER □VER SHEAR
PANEL (MATCH EXISTING).
B. GYPSUM 1,/ALLBOARD
<TYP 'X' WHERE REQUIRED),
C. 2x6 EXTERI□R WALL FRAMING
D, 2x4 EXTERI□R WALL FRAMlNG
3. 2x10 CEILING JOISTS AT 16' □IC.
4. EXPOSED W□□D POST.
5. EXPOSED HEADER BEAM.
6. C□NC LANDINGS AND PATIOS MINIMUM 48'
AND EXTENDING 6' BEYOND EACH SIDE □F
OPENING,
7. C□NC SLAB• 4' NOMINAL \,/ITH #3 BARS AT
18' EACH WAY AT MID-HEIGHT. OVER 2'
SAND FILL \,/ITH 6 MILL VISQUEEN VAPOR
BARRIER □VER 2' SAND FILL
8, 2x8 SPRUCE FASCIA. WATERPROOF TD
GUTTER.
9, 15/32' CDX PL Y\,/DDD SHEATHING PANEL
INDEX 32/16, DR 15/32' □SB STRUCT 1
WITH #Bel NAILS 6' D/C, AT EDGES AND
BOUNDARIES, AND 12' D/C, FIELD,
10. 2x6 SPRUCE FAS CIA.
11. PROVIDE 5/8' TYPE 'X' GYPSUM BOARD AT
WALLS AND CEILINGS \,/ITH HABITABLE
ROOMS ABOVE FDR
FL□DR/CEILING FIRE SEP·ARATI□N.
!lliECTION (1) SCALE 1/4'=1'-0'
CONVENTI□NALL Y FRAMED ---...
ROOF ASSEMBLY WITH 2x10
R□□F RAFTERS AT 24' 0/C,
15/32' CDX PL YWO□D SHEATHING WITH
#Bel NAILS 6' D/C, AT EDGES AND
BOUNDARIES, AND 12' 0/C, FIELD, U,O,N,
CLASS 'A' COMPOSITION
SHINGLES OVER 40# FELT
MANUFACTURER• GAF
PRODUCT• 'TIMBERLINE'
ICC APPROVAL• ESR-1475
B.N. ~ ' 112
ATTIC AREA
jobbdOOQ
R-21 BATT INSUl
AT WALLS I CLOSET I
OJ
□ BED #2
,
'
2A 1------1
2CI---~
.------<11
R-19 MINIMUM BATT
INSUL AT FLOOR.
I GARAGE I
11
II SECTION (3] SCALE 1/4'=1'-0'
R-30C 'CATHEDRAL CLG.'
BATT INSUL AT CLG. PAPER
FACED NOT PERMITTED
--Z-------¥--1' -0 ..
DRIVE
C□NVENTl□NALL Y FRAMED -~
ROOF ASSEMBLY \,/ITH 2x10
ROOF RAFTERS AT 24' 0/C,
15/32' CDX PLYWOOD SHEATHING \,/ITH
#Bel NAILS 6' D/C, AT EDGES AND
BOUNDARIES, AND 12' D/C, FIELD. U.□.N.
CLASS 'A' C□MP□SITI□N
SHINGLES □VER 40# FELT
MANUFACTURER• GAF
PRODUCT, "TIMBERLINE'
ICC APPROVAL• ESR-1475
R-30C 'CATHEDRAL CLG.'
BATT INSUL AT CLG. PAPER
FACED NOT PERMITTED
B.N.
R-21 BATT INSUL
AT WALLS
2Al------l
2c1------
GRADE-------1
i-------t 11
'"' l'.l I
w >--<C ...J 0..
• -I
a,
7
12
7±
fa
9
B.N.
~ 2
LINE □F~ ',,,,
HABITABL
SPACE R '
'----
I LIVING I
2x10 CEILING JOISTS
AT 16' D/C,
GARAGE~ SD2
,
I i I
\ ,
• 'i' ;:...
11 1-~-hlhl'-1·-0·
1------'GRADE
II SECTION (2) SCALE 1/ 4'=1'-0'
REVISIONS
C) z -C
...J -=> al
zz
-C) ~ -C/J C/J WW cc
=>·
C
<(
I
w
C)
<(
a:::
<(
C)
co
'T"'""
I
('I')
N
o';J
O LO
('I') LO
0 'T"'""
I
0 0:: 0
LO W --co ~ ~
I'-::, -z
DRAWN
CHECKED
DATE
SCALE
SHEET
8
-----------
C□NVENTIONALL Y FRAMEJJ -~--.._
ROOF ASSEMBLY w'ITH 2xi0
ROOF RAFTERS AT 24' □IC.
15/32' CDX PL Yw'□□D SHEA THING w'ITH -~
#Bd NAILS 6' El/C, AT EDGES AND
BOUNDARIES, AND 12' 0/C, FIELD, U.□.N.
CLASS • A' C□MPOSITION -
SHINGLES □VER 40# FEL,
MANUFACTURER, GAF
PRODUCT• 'TIMBERLINE' rec APPROVAL, ESR-1475
+E---
7± I
ATTIC AREA
2x8 AT 24' □IC.
R-21 BATT INSUL
AT VALLS
2CI-----+
11
, I STAIR'w'AY I
r----~~----l 11
B.N,
2x8 AT 24' 0/C,
□ ,-:
~
l!l d
R-30C 'CATHEDRAL CLG.'
BA TT INSUL AT CLG. PAPER
FACED N□T PERMITTED
0
□
• 0 I a, j LIVING I
R-19 MINIMUM BA TT
INSUL AT FL□□R.
-(4)-1.25' LSL
STAIR STRINGERS
(REINFORCE w'lTH
C□NTJNU□US 2x8),
I GARAGE I
GRADE------1•L_,,,=========================,_J•1-----GRADE
II SECTION (s)I scALE 114•=1·-o·
---------
1,
2.
3.
4,
5.
6.
7.
8.
9.
10.
11.
SECTION KEYNOTES
TYPICAL SL□PED R□DF ASSEMBLY
A. R□□FING MATERIAL (PER R□□F PLAN).
TYPICAL EXTERIDR VALL ASSEMBLY.
A. w'□OD HORIZONTAL w'O□D SIDING □VER
(2)-LAYER GRADE 'D' PAPER OVER SHEAR
PANEL <MATCH EXISTING).
B. GYPSUM w'ALLBOARD
(TYP 'X' \,'HERE REQUIRED),
C. 2x6 EXTERIDR w'ALL FRAMING
D. 2x4 EXTERIOR w'ALL FRAMING
2x10 CEILING JOISTS AT 16' 0/C,
EXPOSED w'OOD POST.
EXPOSED HEADER BEAM.
C□NC LANDINGS AND PA TI□S MINIMUM 48'
AND EXTENDING 6' BEYOND EACH SIDE □F
OPENING.
C□NC SLAB• 4' NOMINAL w'lTH #3 BARS AT
18' EACH w'AY AT MID-HEIGHT, □VER 2'
SAND FILL w'ITH 6 MILL VISQUEEN VAPOR
BARRIER OVER 2' SAND FILL
2x8 SPRUCE FASCIA, w'ATERPR□□F TO
GUTTER.
15/32' CDX PLYw'□□D SHEATHING PANEL
INDEX 32/16, OR 15/32' □SB STRUCT 1
w'ITH #8d NAILS 6' □IC. AT EDGES AND
BOUNDARIES, AND 12' 0/C, FIELD.
2x6 SPRUCE FAS CIA.
PROVIDE 5/8' TYPE 'X' GYPSUM BOARD AT
w'ALLS AND CEILINGS w'ITH HABITABLE
ROOMS ABOVE FOR
FLOOR/CEILING FIRE SEPARA Tl□N,
(!) z -C
..J -::>
al
z -~ en w
C
::>
C
<C
I
w
(!)
~
<C
(!)
I
REVISIONS
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0
0
0 LO 0 ...---0 s CO LO
0 ...---z N I
om "-z N I-. 'Q"
(!) I-<( --oOo -0 ~ CD en <( "-w NI-,.__,
LO (/) .
C "--I ...---> a..
DRAWN
CHECKED
DATE
SCALE
SHEET
9
• • • • • • • • •
I I I I I I I I I I I ; I I I I I ! I I I I
I
I I I I I I I I I I I I I I
11 11
I I '
I I I I I I I I I I I I I I
I
I I I I I I I I I I I I I I I
I
+E---
7± I
I I I I
I I I I I I I I I I I I I I
I i
I I I I I I I I I I I I I I I I I I I I I I
• • • • • • • • • • • • •
'
~~,H w (E) BARN
z -_j ~~ -~---w .... ..,
_j / / / AND OVERHANGS 0..
• SLOPED DR FLAT. -I (X)
3A IC
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GRADE
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-IB
' ' '
ORTH (REAR) ELEVATION SCALE 1/ 4'=1'-0'
IC I----+
1'-0' -;<-----.1'1.....------------+--rl
,-:
A
0
~ EAST (SIDE)
~ I ±7
T
I-'---\. SDI /-----------1
w z -_j
w .... ..,
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w z -_j
w .... ..,
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0..
' -I er,
--4-GRADE
ELEVATION II SCALE 1/ 4'=1'-0'
---------------------------------------------
I
w . ,
-
~ ~ ===========------~ -_ -_ -_---=:;;;;~~~~==2:i===jf D
j O 0 4A
7 "' f------_, ____ ..__,_,__---jJ □
GRADE+----\J=========""\,a=======+====fl.lb=aaJllJ~&-_.1 _ __, GRADE
<D BARN
D
□ 0 4A
II \JEST (SIDE) ELEVATION I
3B
SCALE 1/4'=1'-0'
CLASS •A• C□MP□SITIDN
SHINGLES OVER 40# FELT
MANUFACTURER• GAF
PRODUCT• 'TIMBERLINE"
ICC APPROVAL• ESR-1475
4D
II SOUTH (FRONT) ELEVATION SCALE 1/4'=1'-0'
ELEVA TI □N NOTES
I. EXTERIIR F'INISH
!A, ROOFING MATERIAL, SEE R□□F PLAN,
!B, ll□□D SIDING TD MATCH EXISTING
S.F.D. □VER C2) LAYERS TYPE 'D'
FELT PAPER,
IC, Ix AND 2x PLANT -□NS, 1/IND□II
TRIM SURROUNDS AND CORNERS,
2.
2A.
2B,
3.
IJ[I]])
\IDDD CORBEL
(BY □IINER) ..
2x8 FASCIA, USE 2-#16 GAL V,
NAILS PER R□□F RAFTER.
METAL
3A. G,I. FLASHING AT INTERSECTION.
3B. SECTIONAL METAL GARAGE
DOORS.
4. SPECIAL.TY
4A. C□NC LANDINGS AND PATIOS•
MINIMUM 48" AND EXTENDING 6"
BEYOND EACH SIDE □F OPENING.
4B. 100A SUB-PANEL.
4C. EXTERIOR LIGHT FIXTURE. BY □IINER.
4D, 2x6 DORMER FASCIA, USE 2-#16
GAL V. NAILS PER R□□F RAFTER,
GRADE
REVISIONS
w
(!) > z a::
0 -C 0
..J 0 LO -0 ..--0 :::, s co LO
0 ..--ca ZN' om~ zz I-. s:;t
I-<( ---(!) oOo ~ -() -(0 <( r--en en WW NI-._
LO Cl) . r---I cc ..--> CL
co ...-
I
('I')
N
:::, 0 ~
C O LO
A' ('I') LO
"""" 0 ...-I I
w 8 o::
(!) LOW
<( -. CD
0::: ~~ <( I'-::::,
(!) ---z
I C0 _J
:i: w 8 w C N () <( ~ 0) 0::
(!) 0:: . <(
A'Q<(O,_
"""" () U) > <( -o::
<(ZOO Q. ::::, <(
0::: (9 CD (I)
:::, <( (/) (/)
>-...J...JW
A ~ 0:: (/)
"""" N <( (/) :E (0 () <(
DRAWN
CHECKED
DATE
SCALE
SHEET
10
B. G.I. METAL DORMER VENT
ATTIC VENTILA TI □N CALCULA TI □NS
ALL NE',{ R□DfING SHALL BE CLASS 'A' FIRE RATED
AREA 1-ATTIC SPACE CALCULATIONS• NOTE•
THE GENERAL CONTRACTOR SHALL VERIFY THE NET FREE VENTILA TIDN OF THE VENT. PRODUCT
SELECTJDN AGAINST THOSE ABOVE MUST MAINTAIN REQUIRED VENTILATION, ATTIC AREA 1120.00 SQ.FT.
RATIO OF VENTILATION REQUIRED X 1/300 SQ, IN.
C□NVERSI□N I□ SQUARE INCHES X 144 SQ .IN.
TOTAL AREA OF VENTILATION REQUIRED I 537.60 SQ. IN.
,. LOI,/ VENTILATION (LOCATED AT DR NEAR EAVE LIND.
50¼-60¼ MINIMUM REQUIRED = 26B 80 SQ.IN.
A. TAPEREn LO\J PROFILE VENT <4> USED = 72 SQ.IN. EA
BY □'HAGIN
\JITH 1/4' CORROSION RESISTANT TOTAL 1296 SQ.IN.
METAL MESH.
AREA OF L.mL, VENTILATION PROVIDED 288 SQ, IN,
>< UPPER VENTILATION <LDCATEn NO MORE THAN 3-FEET BELD\J RIDGE LIND.
50¼-401/. MINIMUM REQUIRED = 268.80 SQ.IN.
B. G.I. METAL DORMER VENT
\JITH 1/ 4' CORROSION RESIST ANT
METAL MESH.
AREA OF UPPER VENTILATION PROVIDED
A 1------J
(3) USED = 100 SQ.IN. EA
TOT AL 300 SQ.IN.
300 SQ, IN,
• 0
I :...
· · · ·RIDGE ·
. · 12;12.
A
PROVIDE INSULATION STOP SUCH THAT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT
AS REQUIRED BY THE BUILDING OFFICIAL.
ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE AN OPENING BET\JEEN THE ADJACENT ATTICS
IN THE ROOF SHEATHING (AS ALLD\JED BY THE STRUCTURAL ENGINEER, IF APP.) TD ALLD\J AIR
PASSAGE AND ATTIC VENTILATION BET\JEEN THE T\JO DR ELSE ISOLATED SPACES SHALL BE
VENTED INDEPENDENTLY. PER CBC.
...... · ·□oo.· .... . =-=·
A, TAPERED LO\J PROFILE VENT BY
□'HAGIN \JITH 1/4' CORROSION
RESISTANT METAL MESH.
·v······· . . . ... . . . . .. .
. ' . . ' ... .
\JITH 1/4' CORROSION RESISTANT
METAL MESH, ·o···· . . . .
-. . ' '
-_. _·... -. _· .. -.
1'-0' -JL-,IL
·w·. L'.l . c,· -·· . O!·
. . 8' · .... ·. . {\j (\J◊· ..... ·.
. -···-. . . . . ·ru -ru .. . . . . ...-i .. ·...:-i .
-. . ' . . . . -. .
. . . . . . . -' .
B A
..
···v····· . . . . . . ru .
. . -. ,...-,1. . . (\J
. . . . . --... . . . . . . . .. . . . . . . . ...
···o··.·.·· ciJ · ...
. ..,-I, ' • . (\J .. -. . . . . . ' . . . -...... .
II ROOF PLAN ~ SCALE 1/4'=1'-0'
,__ _ _., A
....... h.l ..
·er· . "A',.
.. -· . . . . -{)!
··◊· .·.:.·.:.9··.·· . (\J,.(U . -· . -.. (U .. (U
. ,..;..i· ........ . . . . . . . ' . . . .......... ' ..
B
NOTE, ATTIC VENTILATION OPENINGS SHALL
BE COVEREn \JITH CORROSION RESISTANT
METAL MESH \JITH 1/16 MINIMUM TO 1/4'
MAXIMUM □PENINGS. (CRC R806,D.
ROOF PLAN NOTES
12' EAVE OVERHANG, TYPICAL U.□.N.
12' GABLE OVERHANG, TYPICAL U.□.N.
1. TYPICAL SLOPED ROOF ASSEMBLY•
A. CLASS 'A' COMPOSITION
SHINGLES □VER 40# FELT
MANUFACTURER• GAF
PRODUCT• 'TIMBERLINE'
ICC APPROVAL: ESR-1475
<MATCH EXISTING) .
B, BUILDING FELT PER ROOFING MANUF,
C, PL Y\./DDD SHEATHING PER
FRAMING PLAN,
0 2x8 FASCIA <MATCH EXISTING).
m 2x6 FASCIA (MATCH EXISTING),
2, G.I. METAL RAIN GUTTERS AT EAVES
(OPTIONAL)
3. TYPICAL DD\./NSP □UT -VERIFY LOCATION.
4. LINE OF STRUCTURE BELO\./,
I[
=D.S.
5, R □□F COVERING, ALL R□□F COVERING SHALL BE
INSTALLED PER APPLICABLE REQUIREMENTS □F CBC
1507. ROOF COVERINGS SHALL BE AT LEAST CLASS
A RATED IN ACCORDANCE \./ITH ASTM E 108 DR UL
790, \./HICH SHALL INCLUDE COVERINGS □F SLATE,
CLAY DR CONCRETE R□□F TILE, EXPOSED CONCRETE
R □□F DECK, FERROUS DR COPPER SHINGLES DR
SHEETS, (COUNTY BUILDING CODE 92.1.1505.D
6, R □□F FLASHING, FLASHING SHALL BE INSTALLED AT
\./ ALL AND R□□F INTERSECTIONS, AT GUTTERS,
\./HEREVER THERE IS A CHANGE IN ROOF SLOPE DR
DIRECTION, AND AROUND R□□F OPENINGS, \./HERE
FLASHING IS □F METAL, THE METAL SHALL BE
CORROSION-RESISTANT \./ITH A THICKNESS □F NOT
LESS THAN 0.019 INCH <NO, 26 GALVANIZED SHEET),
(CRC R903,2,D
7, \./ATER RESISTIVE BARRIER AT VERTICAL SURFACES,
A MINIMUM □F □NE LAYER □F ND, 15 ASPHALT FELT
SHALL BE ATTACHED TD STUDS DR SHEATHING □F
ALL EXTERIOR \./ALLS, SUCH FELT DR MATERIAL
SHALL BE APPLIED H□RIZ□NTALL Y, \./ITH THE UPPER
LAYER LAPPED □VER THE LD\./ER LAYER MINIMUM 2
INCHES. \./HERE JOINTS OCCUR, FELT SHALL BE
LAPPED MINIMUM 6 INCHES. THE FELT SHALL BE
CONTINUOUS TD THE TOP □F \./ALLS AND TERMINATED
AT PENETRATIONS AND BUILDING APPENDAGES IN A
MANNER TD MAINTAIN A \./EATHER-RESISTANT
EXTERIOR \./ALL ENVELOPE. (CRC R703,2)
REVISIONS
w
(!) > z 0::::
0 -C 0
.J 0 LO -0 ..,-a :::::, s 00 LO
0 ..,...
al ZN'
QO>~ zz I-. ,;;t" -c, I-<( --oO o ~ -U) U) (.) <( f-2
WW N I-.__..
LO Cl} . cc r---I ..,... > a..
DRAWN
CHECKED
DATE
SCALE
SHEET
11
ELECTRICAL AND MECHANICAL INFDRMA TIDN
1.
2,
3.
4.
5.
6.
7.
8.
9.
10.
11,
12.
13.
14.
15.
16.
17,
18.
19.
20.
21,
22.
23,
24,
25.
26,
27,
28,
29,
30.
31.
32,
33,
ALL PROJECTS SHALL COMPLY \/ITH THE 2019 CALIFORNIA BUILDING CODE AND/DR
CALIFORNIA RESIDENTIAL CODE, 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE,
2019 CALIFORNIA ELECTRICAL CODE, 2019 CALIFORNIA MECHANICAL CODE, 2013
CALIFORNIA PLUMBING CODE, 2019 CALIFORNIA FIRE CODE, 2019 CALIFORNIA BUILDING
ENERGY EFFICIENCY STANDARDS, AND ALL COUNTY COUNTY □F SAN DIEGO AMENDMENTS.
GFCI PROTECTED OUTLETS, FOR LOCATIONS DESCRIBED IN (NEC 210.B(A)• LAUNDRY
AREAS, KITCHEN DISH\IASHERS, KITCHENS, GARAGES, BATHROOMS, OUTDOORS, \IITHIN
6-FEET □F A SINK, ETC,
ARC-FAULT PROTECTION FDR ALL OUTLETS (N□T JUST RECEPTACLES) LOCATED IN ROOMS DESCRIBED IN NEC 210.12(A), KITCHENS,
LAUNDRY AREAS, FAMILY, LIVING, BEDROOMS, DINING, HALLS, ETC,
LUMINAIRE REQUIREMENTS. INSTALLED LUMINARIES SHALL MEET THE
EFFICACY AND FIXTURE REQUIREMENTS OF CBEES 150~(k)
PROVIDE PERMANENTLY \/IRED, INTERCONNECTED SMOKE DETECTORS \/ITH
BATTERY BACK-UP (SO THAT THE ACTIVATION □F □NE \/ILL ACTIVATE ALL □F
THE OTHERS). IN THE D\IELLING UNDERGOING AN ADDITI□N, AL TERA TION □R
REPAIR AT THE FOLLO\IING LOCATIONS (CBC 907,2.10,1,2)•
a) w'ITHIN EACH SLEEPING ROOMJ
b) OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF
BEDROOMSJ
c) AT EACH STORY \/!THIN THE D\IELLING UNIT INCLUDING BASEMENTS AND
HABIT ABLE ATTICS.
(BATTERY OPERATED SMOKE ALARMS MAY BE USED IN EXISTING AREAS □F
BUILDING \/HERE \/HERE THE INST ALLA TJON □F SMOKE -ALARMS \IDULD REQUIRE
THE REMOVAL □F INTERI□R FINISHES).
SH□\/ PERMANENTLY \/IRED INTERCONNECTED CARBON MONOXIDE DETECTORS,
HARD \/IRED \/ITH BATTERY BACK-UP FDR NE\/ CONSTRUCTION AT THE
FOLLO\l!NG L□CA TIONS (CRC R315)•
a) OUTSIDE EACH SLEEPING R□□MJ
b) AT EACH STORY \/!THIN THE D\IELLING UNIT.
BATTERY-OPERATED DETECTORS ARE ACCEPTABLE IN EXISTING AREAS \/ITH ND
CONSTRUCTION TAKING PLACE AND IN AL TERA TI□NS N□T RE SUL TING IN
REMOVAL OF INTERIOR \/ALL OR CEILING AND \IITH□UT ACCESS VIA AN ATTIC,
CRA\IL SPACE, DR BASEMENT. (CRC R315.2)
WATER HEATER SEISMIC STRAPPING. MINIMUM T\10 3/4-INCH-BY-24-GAUGE
STRAPS REQUIRED AROUND \/ATER HEATERS, \/ITH 1/4-INCH-BY-3-INCH LAG
BOLTS ATTACHED DIRECTLY TD FRAMING, STRAPS SHALL BE AT PEl!NTS
\/!THIN UPPER THIRD AND LO\IER THIRD □F \/ATER HEATER VERTICAL
DIMENSI□N, LO\IER CONNECTION SHALL OCCUR MINIMUM 4 INCHES ABOVE
CONTROLS. (CPC 507.2),
GAS APPLIANCES IN GARAGES. \/ATER HEATERS AND HEATING/CODLING
EQUIPMENT CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE PLACED □N
MINIMUM 18-INCH-HIGH PLATFORM UNLESS LISTING REPORT NUMBER PROVIDED
SHO\IING IGNITION-RESISTANT APPLIANCE. CPC 507.13 AND CMC 308,1)
IMPACT PROTECTION □F APPLIANCES. \/ATER HEATERS AND HEATING/COOLING
EQUIPMENT SUBJECT TD VEHICULAR IMPACT SHALL BE PROTECTED BY
BOLLARDS OR AN EQUIVALENT MEASURE. <CPC 507,13 AND CMC 308.1.D.
WATER CLOSET Cl EARANCE, MINIMUM 30-INCH \/IDE BY 24-INCH DEEP
CLEARANCE REQUIRED AT FRONT OF \I ATER CLOSETS, (CPC 402,5),
\JATER CLOSET EFFICIENCY. ALL \/ATER CLOSETS SHALL USE MAXIMUM 1.28
GALLONS AVERAGE PER FLUSH, (CPC 403.2),
SHOWER srzE. SHO\IER COMPARTMENTS SHALL HAVE MINIMUM AREA □F 1024
SQUARE INCHES AND BE ABLE TD ENCOMPASS A 30-INCH-DIAMETER CIRCLE.
SHD\IER D□□RS SHALL HAVE A MINIMUM 22-INCH UNOBSTRUCTED \IIDTH. (CPC
408,5 AND CPC 408.6).
FjREPI ACE APPLIANCES, FIREPLACES \/ITH GAS APPLIANCES ARE REQUIRED
TD HAVE THE FLUE DAMPER PERMANENTLY FIXED IN THE □PEN PDSffiON AND
FIREPLACES \/ITH LPG APPLIANCES ARE TD HAVE ND 'PIT' OR 'SUMP'
CONFIGURATIONS, (CMC 303,7,1),
CHIMNEY Cl EARANCE. MINIMUM 2-F□□T CHIMNEY CLEARANCE REQUIRED ABOVE
BUILDING \/!THIN 10-F□□T HORIZ□NTALL Y □F CHIMNEY. THE CHIMNEY SHALL
EXTEND MINIMUM 3 FEET ABOVE HIGHEST POINT \/HERE CHIMNEY PASSES
THROUGH R□□F. (CRC RI003,9),
TAMPER RESISTANT RECEPTACLES FDR ALL LOCATIONS DESCRIBED IN NEC 210 AND
406.
a) TAMPER RESISTANT RECEPTACLES FDR ALL LOCATIONS DESCRIBED IN
NEC 210,52 AND 550.13 (l.e ALL RECEPTACLES IN A D\IELLING).
NOT USED,
EXACT LOCATION OF ALL OUTLETS AND RECEPTACLES SHALL COMPLY \/ITH 2013 CEC
AND SHALL BE VERIFIED BY 0\/NER,
COORDINATE EXTERIOR LIGHTING AND PD\IER REQUIREMENTS \/ITH 0\/NER,
VERIFY ALL METER LOCATION REQUIREMENTS \/ITH UTILITY CD, <IF APPLICABLE),
DUCT SEALING AND LEAKAGE TESTING IS REQUIRED PER <CEC 150 (r,) 11 UNLESS
NE\/ DUCTS ARE LESS THAN 40-FEET.
CONTRACTOR TO BALANCE HVAC SYSTEM PER CFM REQUIREMENTS AFTER COMPLETING
INST ALLA T!ON.
NOTE• □PENABLE \IINDD\IS SHALL BE LOCATED A MINIMUM □F 10 FEET FROM ANY
PLUMBING VENTS, CHIMNEYS. ETC. <CRC R303,5)
GAS VENTS AND NON-COMBUSTIBLE PIPING IN \/ALLS PASSING THROUGH THREE \/ALLS
DR LESS, SHALL BE EFFECTIVELY DRAFT STOPPED AT EACH FLOOR OR CEILING.
PROVIDE A MINIMUM OF ONE 20 AMP LAUNDRY BRANCH CIRCUIT, SUCH CIRCUIT
SHALL HAVE ND OTHER OUTLETS. <CEC210-ll<C)(2),
DRYER VENTS SHALL C□MPL Y \/ITH <CMC 504.1.2) AND•
a) MUST BE A MINIMUM OF 4 INCH DIAMETERJ
b) SHALL BE A MAXIMUM OF 14-FOOT COMBINED HORIZONTAL AND VERTICAL LENGTH
\/ITH T\10 90-DEGREE ELBD\ISJ
c) SHALL HAVE T\10 FEET DEDUCTED FROM THE MAXIMUM LENGTH FOR EACH ELBO\I IN
EXCESS OF T\ID, (CMC 504.11).
EXEMPTION• PROVIDE MFR'S SPECS. ALLO\IING GREATER DUCT SPAN (SEE DETAIL I/SD3,
FAil IN ATTIC, MIN. 30'x30' \IORK!NG SPACE AT SERVICE SIDE □F CONTROLS. CMC
904.10.3. <NOT REQUIRED IF FURNACE CAN BE SERVICED FROM ACCESS OPENING),
THE CONTROL VALVES IN SHO\IERS, BATHTUBS, AND BIDETS MUST BE
PRESSURE BALANCED DR THERM□ST A TIC MIXING VALVES.
CPC SECTl□NS 408, 409, 410.
PROVIDE LISTED NON-REMOVABLE TYPE BACK FLO\/ PREVENTION DEVICE AT ALL
HOSE BIBBS.
FIREPLACE GAS VALVES MUST BE LOCATED OUTSIDE OF REQUIRED HEARTH AREA,
BUT ND MORE THAN 48 INCHES.
A DEDICATED MINIMUM OF □NE-20 AMP CIRCUIT FDR BATHR□OM(S) OUTLET. SUCH
CIRCUIT SHALL HAVE NO OTHER OUTLETS, THIS CIRCUIT MAY SERVE MORE THAN ONE
BATHROOM. <CEC 210-ll<C) <3).
A MINIMUM OF T\10 SEPARATE 20 AMP CIRCUITS SHALL BE PROVIDED TD THE
KITCHEN APPLIANCES, THE T\10. OR MORE SMALL -APPLIANCE BRANCH CICUITS SHALL
HAVE ND OTHER OUTLETS, (CEC 210,52b),
BATHROOM EXHAUST FANS SHALL BE HUMIDITY CONTROLLED PER CMC CHAPTER 4
AND CALIFORNIA GREEN BUILDING STANDARDS CODE CHAPTER 4, DIVISION 4,5.
KITCHEN DISH\IASHER BRANCH CIRCUIT• GFCl PROTECTl□N SHALL BE PROVIDED FDR
OUTLETS THAT SUPPLY DISH\IASHERS INSTALLED 11>1 D\IELLING UNITS. <CEC 210,B<D).
I (E) BARN I C□NC
STOOP
ENERGY EFFICIENCY REQUIREMENTS
LUMINARIES• ALL LUMINARIES SHALL BE HIGH EFFICACY IN
ACCORDANCE 'wITH ENERGY STANDARDS TABLE 150.0-A
ALL LED LUMINARIES AND LAMPS SHALL BE MARKED 'JAB-2019'
AND LISTED IN THE CALIFORNIA ENERGY COMMISSION DATABASE.
ALL RECESSED D □'wNLIGHT AND ENCLOSED LUMINARIES SHALL BE
MARKED 'JAB-2019-E' AND LISTED IN THE CALIFORNIA ENERGY
COMMISSION DAT ABASE.
LUMINARIES MUST HAVE A LABEL CERTIFIED FDR AIRTIGHT
CONSTRUCTION,
LIGHT SOURCES NOT MARKED 'JAB-2019-E' SHALL NOT BE
INSTALLED IN ENCLOSED LUMINARIES, <ES 150.0(k)
BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS: AT LEAST
□NE LUMINAIRE IN EACH SPACE SHALL BE CONTROLLED BY A VACANCY
SENSOR.
ALL LUMINARIES REQUIRING • JAB-2016' OR 'JAB-2016-E' MARKING
SHALL BE CONTROLLED BY A DIMMER DR VACANCY SENSOR.
EXCEPTION• CLOSETS LESS THAN 70 SQFT.
EXCEPTION: HALL 'wAYS.
OUTDOOR LIGHTING PERMANENTLY MOUNTED TO BUILDING SHALL BE
CONTROLLED BY □NE □F THE F□LL □'wING:
PHOT□C□NTR □L AND M□T!□N SENSOR.
PHOT□CONTR□L AND AUTOMATIC TIME-S'wITCH CONTROL.
ASTRONOMICAL TIME CLOCK.
ENERGY MANAGEMENT CONTROL SYSTEM PER CBEES 150.0(K)3Aliic.
/
w
"'
:,,
X
TO
S\IITCH
ABOVE
I!;
ENERGY ST AND ARDS 150.0 Ck)
A MECH1V<CAL EXHAUST SYSTEM, SUPPLY SYSTEM, DR COMBINATION
THEREOF SHALL BE INSTALLED FDR EACH D'wELLING UNIT TO PROVIDE
'wHDLE-;; .c.DING VENTILA TI□N 'wITH OUTDOOR AIR COMPLYING 'wITH
ASHRAE c -ANDARD 62.2 AS ADOPTED BY THE CALIFORNIA ENERGY
COMMISSION,
AN INTERMITTENTLY DR CONTINUOUSLY OPERATING LOCAL MECHANICAL
EXHAUST SYSTEM ('wITH OUTDOOR AIR) SHALL BE INSTALLED IN EACH
KITCHEN AND BATHROOM C □MPL YING 'wITH ASHRAF STANDARD 62.2-2007
AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION.
INTERMITTENT LOCAL VENTILATION EXHAUST AIRFL□'w RATES SHALL BE
50 CFM ON BATHROOMS AND 100 CFM IN KITCHENS AND SHALL HAVE A
NOISE RA TING □F A MAXIMUM OF 3 S□NE. CONTINUOUS LOCAL
VENTILATION EXHAUST AIRFL□'w RATES SHALL BE 20 CFM IN
BATHROOMS AND 5 ACH (AIR CHANGES PER HOUR)
IN KITCHENS BASED ON KITCHEN VOLUME AND SHALL HAVE A NOISE
RATING OF A MAXIMUM OF 1 S□NE.
DUCT SEALING AND LEAKAGE TESTING IS REQUIRED PER CEC 150.0
(Ml 11. IF NE'w DUCTS ARE GREATER THAN 40-FEET,
FLUORESCENT FIXTURES MUST BE OF THE BALLASTED TYPE THAT
ONLY ACCEPTS FLUORESCENT BULBS 'wITH A MINIMUM EFFICACY □F
40 LUMENS PER 'wATT.
PRESSURE RELIEF IS REQUIRED FDR TANKLESS 'wATER HEATERS,
HOT 'wATER PIPING MUST BE INSULATED PER CEC 150,0 (.J). AS F□LL□'wS•
o.. THE FIRST 5'-0' □F HOT AND COLD PLUMBING FROM THE STORAGE TANK.
b. ALL PIPING FROM THE HEATING SOURCE TO THE KITCHEN FIXTURES.
HIGH EFFICACY LED LIGHTING FIXTURES TD BE OF THE TYPE
APPROVED BY CALIFORNIA ENERGY C□MMI3S!□N (CED.
tl ~ ~
----
l:ii::I
EXTRA DUTY
ru
I GARAGE I ~ NOTE• IN DETACHED GARAGES•
\l,P, 12;: ♦SLOPE
~
\/ALL
MOUNTED
FIXTURE \/ITH
PH□TO/MDTI□N
SENSOR
C□MBINATI□N
10• xa• SECTl□NAL DR
~
..__
r-------------------7
' ' ' ~
IO'xB'SECTl□NAL DR
NOTE, ALL RECEPTACLE OUTLET
LOCATIONS SHALL COMPLY \/ITH
CEC ARTICLE 210.52.
~ ------
, NOTE• A DISCONNECT MUST BE
, INSTALLED IN DETACHED
, GARAGES, (NEC 225,30).
10' x8' SECTIONAL DR
~
ALL ELECTRICAL RECEPTACLES SHALL
BE SUPPLIED BY AT LEAST □NE 120
V□L T 20 AMP BRANCH CIRCUIT THIS
CIRCUIT SHALL HAVE N□ OTHER
OUTLETS, (NEC 210,ll(C)(4),
1------IOOA SUB-PANEL
\/ITH 30'x36'
\IDRKSPACE
\/ALL MOUNTED FIXTURE
\/ITH PH□T□IM□TION
SENSOR COMBINATION
II GARAGE ELECTRICAL PLAN II SCALE 1/4'=1'-0'
GARAGE DOOR OPENERS
SHALLHAVE BATTERY
BACK-UP. (SB 969),
ELECTRICAL LEGEND
SINGLE POLE S'wITCH
3 'vi A Y S'wITCH
VACANCY SENSOR
DIMMER S'wITCH
JUNCTION BOX
QUADRAPLEX OUTLET
DUAL CONVENIENCE RECEPTACLE
DUAL CONVENIENCE RECEPTACLE 1/2 HOT OUTLET
DUAL CONVENIENCE RECEPTACLE GFCI
220 VOLT RECEPTACLE
\I.P, EXTERIOR RECEPTACLE 'w' ATERPR □□F GFCI
GFC!
SMOKE DETECTOR-INTERCONNECTED AT NE'w
CONSTRUCTION
CARBON MONOXIDE DETECTOR-INTERCONNECTED
AT NE'w CONSTRUCTION
EXHAUST FAN VENT TO OUTSIDE AIR
CEILING EXHAUST FAN/LIGHT COMB□
VENT TD OUTSIDE AIR
__,,..L.,__ JAB-2019 CEILING LIGHT SURFACE MOUNTED YLED
_n_ JAB-2019-E CEILING LIGHT OUTLET RECESSED
VLED
_Ape JAB-2019 CEILING LIGHT OUTLET 'w / PULL CHAIN YLED
i)-,,_ JAB-2019 'w'ALL BRACKET LIGHT ry-LED
__,,..L.,__ JAB-2019 HANGING FIXTURE
YLED
Q FLUORESCENT FIXTURE
FWDO
l><I \IRAPAR□UND 4-F□□T, 2, 3, DR 4 LAMP
32 \IATTS TB, NORMAL BALLAST
w~---ec~ FACTOR, 120 VOLT, SURFACE MOUNTED
FLUORESCENT FIXTURE
0 FLOOR OUTLET
TELEVISION JACK
TELEPHONE JACK
TELEPHONE/DATA OUTLET
CHIMES
• ... ""'
DOOR BELL
HOSE BIBB w'ITH SHUT OFF AND
ANTI-SIPHON DEVICE
HOSE BIBB w'ITH ANTI-SIPHON DEVICE
"' COLD w'ATER STUB FDR ICE MAKER
t---...,..FUEL GAS
FG
LOOSE KEY VALVE FDR FUEL GAS
r:;7 OUTLET FDR GARAGE DOOR OPENER \/ITH REMOTE L:.J SAFETY CONTROLS PER FEDERAL REQUIREMENTS.
NOTE• ALL GARAGE DOOR OPENERS IN THIS STRUCTURE
SHALL HAVE BATTERY BACK-UP. <SB 969).
r:;7 2'x4' SURFACE MOUNTED FLUORESCENT LIGHT L::.J FIXTURE.
[I] 4' ELECTRICAL JUNCTl□N BOX SHALL BE
PERMANENTLY AND VISIBLY MARKED AS '.fDR.
FUTURE ELECTRIC YEHICU E CHARGING'.
E.V, READY MEASLES
NE\/ S.F.D, \/ITH ATTACHED OR DETACHED GARAGES,
AND NE\/ GARAGES \/ITH ELECTRICAL SERVICE.
<CBC 92,1.3112), <CBC 92,2,R332), <CALGREEN 4,106.4.D.
• THE MAIN ELECTRICAL SERVICE PANEL SHALL
INCLUDE RESERVED SPACE ALLD\l!NG FOR THE
INSTALLATl□N □F A CIRCUIT BREAKER FDR A
FUTURE ELECTRIC VEHICLE CHARGING SYSTEM.
• APPROVED MINIMUM 4-INCH SQUARE ELECTRICAL
JUNCTION BOX LOCATED ON THE INTERl□R OF
THE GARAGE AT MINIMUM 30 INCHES AND
MAXIMUM 48 INCHES ABOVE THE GARAGE FL□□R,
• MINIMUM I-INCH-DIAMETER LISTED ELECTRICAL
METALLIC RACE\IAY □RIGINATING AT THE MAIN
ELECTRICAL SERVICE PANEL AND TERMINATING
AT THE REQUIRED ELECTRICAL JUNCTION BOX.
• ELECTRICAL JUNCTION BOX SHALL BE
PERMANENTLY AND VISIBLY MARKED AS :EllR.
FUTURE ELECTRIC VEHICILE CHARGING•,
REVISIONS
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~-----------------------------------------------------------", _____________________ ,,------------,
ELECTRICAL AND MECHANICAL INFORMATION
1, ALL PROJECTS SHALL COMPLY VJTH THE 2019 CALIFORNIA BUILDING CODE
AND/OR CALIFORNIA RESIDENTIAL CODE, 2019 CALIFORNIA GREEN BUILDING
STANDARDS CODE, 2019 CALIFORNIA ELECTRICAL CODE, 2019 CALIFORNIA
MECHANICAL CODE, 2019 CALIFORNIA PLUMBING CODE, 2019 CALIFORNIA FIRE
CODE, 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS, AND ALL
COUNTY COUNTY OF SAN DIEGO AMENDMENTS.
3,
4.
5,
6.
7.
8.
9.
10,
GFCI PROTECTED □Un ETS, FDR LOCATIONS DESCRIBED IN (NEC 210.8(A)•
LAUNDRY AREAS, KITCHEN DISHVASHERS, KITCHENS, GARAGES, BATHROOMS,
OUTDOORS, \,IJTHIN 6-FEET OF A SINK,. ETC,
ARC FAULT PROTECTION FDR All OUTLETS
<NOT JUST RECEPTACLES) LOCATED IN ROOMS DESCRIBED IN NEC 210.!2(A),
KITCHENS, LAUNDRY AREAS, FAMILY, LIVING, BEDROOMS, DINING, HALLS, ETC.
I UMINAIRE REQUIREMENTS, INSTALLED LUMINARIES SHALL MEET THE
EFFICACY AND FIXTURE REQUIREMENTS OF CBEES 150.0(k)
PROVIDE PERMANENTLY VIRED, INTERCONNECTED SMOKE DETECTORS VITH
BATTERY BACK-UP (SD THAT THE ACTIVATION OF □NE VILL ACTIVATE ALL OF
THE OTHERS), IN THE DVELLING UNDERGOING AN ADDITION, AL TERATl□N DR
REPAIR AT THE FOLLD\JING LOCATIONS <CBC 907.2.ID.1.2l•
al \,/!THIN EACH SLEEPING R□□MJ
bl OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF
BEDR□□MSJ
cl AT EACH STORY \JITHIN THE D\JELLING UNIT INCLUDING BASEMENTS AND
HABITABLE ATTICS,
(BATTERY OPERA TED SMOKE ALARMS MAY BE USED IN EXISTING AREAS OF
BUILDING VHERE VHERE THE INST ALLA TI□N □F SMOKE -ALARMS \JDULD REQUIRE
THE REMOVAL OF INTERIOR FINISHES),
SH□V PERMANENTLY VIRED INTERCONNECTED CARBON MONOXIDE DETECTORS,
HARD VIRED VITH BATTERY BACK-UP FDR NEV CONSTRUCTION AT THE
FOLLOVING LOCA TI□NS (CRC R315),
al OUTSIDE EACH SLEEPING R□□MJ
bl AT EACH STORY VITHIN THE DVELLING UNIT.
BATTERY-OPERATED DETECTORS ARE ACCEPTABLE IN EXISTING AREAS VITH ND
CONSTRUCTION TAKING PLACE AND IN ALTERATIONS NOT RESULTING IN
REMOVAL OF INTERl□R VALL DR CEILING AND \,IITH□UT ACCESS VIA AN ATTIC,
CRAVL SPACE, DR BASEMENT, (CRC R315.2)
VATER HEATER SEISMIC STRAPPING, MINIMUM TV□ 3/4-INCH-BY-24-GAUGE
STRAPS REQUIRED AROUND \JATER HEATERS, VITH 1/4-INCH-BY-3-INCH LAG
BOLTS ATTACHED DIRECTLY TD FRAMING. STRAPS SHALL BE AT P□INTS
VITHIN UPPER THIRD AND LOVER THIRD OF VA TER HEATER VERTICAL
DIMENSl□N, LOVER CONNECTION SHALL OCCUR MINIMUM 4 INCHES ABOVE
CONTROLS. <CPC 507,2),
GAS APPLIANCES IN [,ARAGES. VATER HEATERS AND HEATING/CODLING
EQUIPMENT CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE PLACED ON
MINIMUM 18-INCH-HIGH PLATFORM UNLESS LISTING REPORT NUMBER PROVIDED
SHOVING JGNITI□N-RESISTANT APPLIANCE. CPC 507.!3 AND CMC 308,1)
IMPACT PROTECTION DE APPLIANCES. \JATER HEATERS AND HEATING/C□□LING
EQUIPMENT SUBJECT TD VEHICULAR IMPACT SHALL BE PROTECTED BY
BOLLARDS DR AN EQUIVALENT MEASURE. (CPC 507,13 AND CMC 308.1,1).
',/ATER CLOSET CLEARANCE, MINIMUM 30-INCH VIDE BY 24-!NCH DEEP
CLEARANCE REQUIRED AT FRONT □F VATER CLOSETS. (CPC 402.5).
11. ',/ATER CLOSET EFEICIENCY, ALL VATER CLOSETS SHALL USE MAXIMUM 1.28
GALLONS AVERAGE PER FLUSH, <CPC 403.2),
12. SH□',IER SIZE, SHOVER COMPARTMENTS SHALL HAVE MINIMUM AREA □F 1024
SQUARE INCHES AND BE ABLE TD ENCOMPASS A 30-INCH-DIAMETER CIRCLE.
SHOVER DOORS SHALL HAVE A MINIMUM 22-INCH UNOBSTRUCTED \JIDTH. (CPC
408.5 AND CPC 408,6),
13. FIREPLACE APPLIANCES, FIREPLACES VITH GAS APPLIANCES ARE REQUIRED
TO HAVE THE FLUE DAMPER PERMANENTLY FIXED IN THE □PEN P□SITl□N AND
FIREPLACES VITH LPG APPLIANCES ARE TD HAVE NO 'PIT' DR 'SUMP'
CONFIGURATIONS, (CMC 303,7,1),
14, CHIMNEY CLEARANCE. MINIMUM 2-FDOT CHIMNEY CLEARANCE REQUIRED ABOVE
BUILDING VITHIN 10-F□□T HORIZONTALLY OF CHIMNEY, THE CHIMNEY SHALL
EXTEND MINIMUM 3 FEET ABOVE HIGHEST POINT VHERE CHIMNEY PASSES
THROUGH ROOF. <CRC R1003.9),
15. TAMPER RESISTANT RECEPTACLES FDR ALL LOCATIONS DESCRIBED IN
NEC 210.52 (ALL L□CATI□NS IN A DVELLING),
16, ELECTRICAL/MECHANICAL PLAN IS SCHEMATIC □NLY AND PER TITLE-24 CALCS
FDR THIS PROJECT, LOCATIONS AND SIZES TD BE DETERMINED BY □VNER AS
DESIGN BUILD' ITEM.
CONTRACTOR TO VERIFY THE F□LL□VING ITEMS DURING BIDDING•
Q, SIZE, LOCATION AND MFG □F ALL SUPPLY AND RETURN DUCTS, REGISTERS
AND EQUIPMENT (U.N.□. ON DRAVINGS)
b. CFM REQUIREMENTS FDR ALL ROOMS.
c, L□CA TI□NS AND MFG OF PROGRAMMABLE THERM□ST ATS,
d, ELEC. MAIN AND SUB PANEL SIZING CALCULATIONS,
e, CUT SHEETS FDR ALL ELEC./MECH. EQUIPMENT, FIXTURES, APPLIANCES, ETC.
f. T.V. AND PHONE OUTLET LOCATIONS
g. ALL FIXTURE AND SVITCH l□CATI□NS
h. DRYER VENT TO EXTERIOR.
I. EXHAUST FAN LOCATIONS AND SIZING PER MECH.CODE.
17, EXACT LOCATION □F ALL OUTLETS AND RECEPTACLES SHALL COMPLY \,IITH
2019 CEC ARTICLE 210.52 AND SHALL BE VERIFIED BY D\JNER.
18. COORDINATE EXTERIOR LIGHTING AND PO\JER REQUIREMENTS VITH OVNER,
19, VERIFY ALL METER LOCATION REQUIREMENTS VITH UTILITY CD. (IF APPLICABLE).
20. DUCT SEALING AND LEAKAGE TESTING IS REQUIRED PER (CEC 150 (M) 11
UNLESS NEV DUCTS ARE LESS THAN 40-FEET,
21, CONTRACTOR TD BALANCE HVAC SYSTEM PER CFM REQUIREMENTS AFTER
COMPLETING INST ALLA TI□N,
22, NOTE• □PENABLE \,IJNDD\JS SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY
PLUMBING VENTS, CHIMNEYS. ETC. (CRC R303.5)
23, GAS VENTS AND NON-COMBUSTIBLE PIPING IN VALLS PASSING THROUGH
THREE VALLS □R LESS, SHALL BE EFFECTIVELY DRAFT STOPPED AT EACH
FLOOR □R CEILING,
24, PROVIDE A MINIMUM □F □NE 20 AMP LAUNDRY BRANCH CIRCUIT, SUCH CIRCUIT
SHALL HAVE NO OTHER OUTLETS. <CEC210-tl(C)(2).
25. DRYER VENTS SHALL C□MPL Y \JITH (CMC 504,1.2) AND,
al MUST BE A MINIMUM □F 4 INCH DIAMETERJ
bl SHALL BE A MAXIMUM OF 14-F□□T COMBINED H□RIZ□NT AL AND VERTICAL
LENGTH VITH TV□ 90-DEGREE ELB□vs,
c) SHALL HAVE TV□ FEET DEDUCTED FROM THE MAXIMUM LENGTH FDR EACH
ELBD\J IN EXCESS OF T\JD, <CMC 504.11).
EXEMPTION• PROVIDE MFR'S SPECS. ALL□VING GREATER DUCT SPAN
26. FAU IN ATTIC• MIN, 30'x30' \JDRKING SPACE AT SERVICE SIDE OF C□NTR□LS, CMC
904,10,3, (NOT REQUIRED IF FURNACE CAN BE SERVICED FROM ACCESS OPENING),
27. THE CONTROL VALVES IN SHO\JERS, BATHTUBS, AND BIDETS MUST BE
PRESSURE BALANCED □R THERM□sTA TIC MIXING VALVES.
CPC SECTI□NS 408, 409, 410.
28. PROVIDE LISTED NON-REMOVABLE TYPE BACK FLOV PREVENTION DEVICE AT
ALL HOSE BIBBS.
29. FIREPLACE GAS VALVES MUST BE LOCATED OUTSIDE OF REQUIRED HEARTH
AREA, BUT NO MORE THAN 48 INCHES.
30,
31.
32.
A DEDICATED MINIMUM OF ONE-20 AMP CIRCUIT FOR BATHRO□M(S) OUTLET.
SUCH CIRCUIT SHALL HAVE ND OTHER OUTLETS. THIS CIRCUIT MAY SERVE
MORE THAN □NE BATHROOM, <CEC 210-ll(Cl (3),
A MINIMUM □F TV□ SEPARATE 20 AMP CIRCUITS SHALL BE PREJVIDED TD THE
KITCHEN APPLIANCES, THE TV□ DR MORE SMALL -APPLIANCE BRANCH CIRCUITS
SHALL HAVE N□ OTHER OUTLETS. (CEC 210.52b),
BATHROOM EXHAUST FANS SHALL BE HUMIDITY CONTROLLED PER CMC CHAPTER 4
AND CALIFORNIA GREEN BUILDING STANDARDS CODE CHAPTER 4, DIVISION 4.5.
33. KITCHEN DISH\JASHER BRANCH CIRCUIT• GFCI PR□TECTl□N SHALL BE PROVIDED FOR
OUTLETS THAT SUPPLY DISHVASHERS INSTALLED IN DVELLING UNITS, <CEC 210.8(Dl,
---------------------------------
ENERGY EFFICIENCY REQUIREMENTS
LUMINARIES, ALL LUMINARIES SHALL BE HIGH EFFICACY IN
ACCORDANCE v/ITH ENERGY STANDARDS TABLE 150,0-A
ALL LED LUMINARIES AND LAMPS SHALL BE MARKED 'JAB-2019'
AND LISTED IN THE CALIFORNIA ENERGY COMMISSION DATABASE.
ALL RECESSED DDv/NLIGHT AND ENCLOSED LUMINARIES SHALL BE
MARKED • JAB-2019-E' AND LISTED IN THE CALIFORNIA ENERGY
COMMISSION DATABASE.
LUMINARIES MUST HAVf A LABEL CERTIFIED FDR AIRTIGHT
CONSTRUCTION.
LIGHT SOURCES NOT MARKED 'JAB-2019-E' SHALL NOT BE
INSTALLED IN ENCLOSED LUMINARIES. <ES 150.0(k)
BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST
ONE LUMINAIRE IN EACH SPACE SHALL BE CONTROLLED BY A VACANCY
SENSOR.
ALL LUMINARIES REQUIRING • JAS-2019' DR • JAB-2019-E' MARKING
SHALL BE CONTROLLED BY A DIMMER DR VACANCY SENSOR.
EXCEPTION• CLOSETS LESS THAN 70 SQFT.
EXCEPTION• HALL\,/AYS.
OUTDOOR LIGHTING PERMANENTLY MOUNTED TD BUILDING SHALL BE
CONTROLLED BY ONE OF THE FDLLD\,/ING•
PH□TDC□NTRDL AND MDTIDN SENSOR,
PHDTDCDNTRDL AND AUTOMATIC TIME-Sv/ITCH CDNTRDL.
ASTRONOMICAL TIME CLOCK.
ENERGY MANAGEMENT CDNTRDL SYSTEM PER CBEES 150.0(K)3Aiilc.
HIGH EFFICACY LED LIGHTING FIXTURES TD BE OF THE TYPE
APPROVED BY CALIFORNIA ENERGY COMMISSION (CEC).
TO
SVITCH
BEL□V
LED
I
~
---------------
..___ __ ,-,-i_LED
----
ENERGY STANDARDS 150.0 (k)
A MECHANICAL EXHAUST SYSTEM, SUPPLY :!iYSTEM, DR C□MBINA TIDN
THEREOF SHALL BE INSTALLED FDR EACH Dv/ELLING UNIT TD PROVIDE
\,/HOLE -BUILDING VENTILA TI□N \,/ITH DUTD[l□R AIR CDMPL YING \,/ITH
ASHRAE STANDARD 62.2 AS ADOPTED BY THE CALIFORNIA ENERGY
COMMISSION.
AN INTERMITTENTLY DR CONTINUOUSLY OPERATING LOCAL MECHANICAL
EXHAUST SYSTEM (\,/ITH OUTDOOR AIR) SHALL BE INSTALLED IN EACH
KITCHEN AND BATHROOM CDMPL YING \,/ITH ASHRAE STANDARD 62.2-2007
AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION.
INTERMITTENT LOCAL VENTILATION EXHAUST AIRFLD\,/ RATES SHALL BE
50 CFM ON BATHROOMS AND 100 CFM IN KITCHENS AND SHALL HAVE A
NOISE RATING OF A MAXIMUM OF 3 SDNE. CONTINUOUS LOCAL
VENTILATION EXHAUST AIRFLO\,/ RATES SHALL BE 20 CFM IN
BATHROOMS AND 5 ACH (AIR CHANGES PER HOUR)
IN KITCHENS BASED ON KITCHEN VOLUME AND SHALL HAVE A NOISE
RA TING OF A MAXIMUM OF 1 SDNE.
DUCT SEALING AND LEAKAGE TESTING IS REQUIRED PER CEC 150.0
(M) 11. IF NE\,/ DUCTS ARf GREATER THAN 40-FEET.
FLUORESCENT FIXTURES MUST BE OF THE BALLASTED TYPE THAT
□NL Y ACCEPTS FLUORESCENT BULBS \,/ITH A MINIMUM EFFICACY OF
40 LUMENS PER v/ATT.
PRESSURE RELIEF IS REQUIRED FDR TANKLESS \,/ATER HEATERS.
ALL DOMESTIC HOT \,/ATER PIPING MUST BE INSULATED PER
CEC 150,0 (J), AS SPECIFIED IN (CPC 609.ID•
1/2' PIPE -(1/2' INSULATION);
3/4' PIPE -(1' INSULATION);
1' TD 1-1/2' PIPE -(1-1/2' INSULATION),
u) ADDITIDNALL Y THE 1/2' HDT-v/ATER PIPE TD THE KITCHEN
FIXTURES, AND THE CDLD-v/ATER PIPE v/ITHIN 5-FEET OF THE \,/ATER
HEATER BOTH REQUIRE I-INCH MINIMUM INS ULA TIDN. (ES 150,□(j),
----------::;-,
NOTE, ALL RECEPTACLE OUTLET
L□CATI□NS SHALL C□MPL Y VITH
CEC ARTICLE 210.52.
II UPPER FLOOR ADU ELECTRICAL PLAN II SCALE 1/4'=1'-0'
DURING CONSTRUCTION ALL DUCTS AND OTHER AIR
DISTRIBUTION EQUIPMENT SHALL BE COVERED \JITH
TAPE, PLASTIC, SHEET METAL, DR OTHER METHODS
TD REDUCE THE AMOUNT OF DUST DR DEBRIS VHICH
MAY COLLECT IN THE SYSTEM.
ELECTRICAL LEGEND
SINGLE POLE Sv/lTCH
3 'wAY S'wITCH
VACANCY SENSOR
DIMMER S'wITCH
JUNCTION BOX
QUADRAPLEX OUTLET
DUAL CONVENIENCE RECEPTACLE
DUAL CONVENIENCE RECEPTACLE 1/2 HOT OUTLET
DUAL CONVENIENCE RECEPTACLE GFCI
220 VOLT RECEPTACLE
\J.P. EXTRA DUTY 'wATERPRDDF GFCI
GFCI
SMDKE DETECTOR-INTERCONNECTED AT NE\,/
CDNSTRUCTIDN
CARBON MDNDXIDE DETECTOR-INTERCONNECTED
AT NE\,/ CONSTRUCTION
EXHAUST FAN VENT TD OUTSIDE AIR
CEILING EXHAUST FAN/LIGHT CDMBD
VENT TD OUTSIDE AIR
__A_ JAB-2019 CEILING LIGHT SURFACE MDUNTED YLrn
A JAB-2019-E CEILING LIGHT OUTLET RECESSED -YLED
_A_pc JAB-2019 CEILING LIGHT OUTLET 'w / PULL CHAIN YLrn
LA_ JAB-2019 'wALL BRACKET LIGHT ryri.ED
~EDJAB-2019 HANGING FIXTURE
Q FLUDRESCENT FIXTURE
FLUOR
l><I VRAPAROUND 4-F□[]T, 2, 3, DR 4 LAMP
, 32 VATTS TS, NORMAL BALLAST ~~---= FACTOR, 120 VOLT. SURFACE MOUNTED
FLUORESCENT FIXTURE
0 FLOOR OUTLET
TELEVISION JACK
TELEPHONE JACK
TELEPHONE/DATA OUTLET
CHIMES
DOOR BELL
H.B. HOSE BIBB 'wITH SHUT OFF AND
Sill ANTI-SIPHON DEVICE
HOSE BIBB 'wITH ANTI-SIPHON DEVICE
~ COLD 'wATER STUB FDR ICE MAKER
1---i~FUEL GAS
FG
LOOSE KEY VAL VE FDR FUEL GAS
r.7 SINGLE TUBE FLUORESCENT FIXTURE UNDER L::.J CABINET, (20 VATTS PER LINEAL FOOT MAX),
PENETRATIONS OF FIRE RESISTANT \JALLS,
FLOOR-CEILINGS AND ROOF -CEILINGS SHALL BE
R□TECTED AS REQUIRED IN CRC SECTION R302.4,
NOTE, ALL RECEPTACLE OUTLET LOCATIONS SHALL COMPLY VITH
CEC ARTICLE 210.52.
ARC-FAULT PROTECTION FDR ALL DUTI ETS
(NOT JUST RECEPTACLES) LOCATED IN ROOMS DESCRIBED IN NEC
210.12(A), KITCHENS, LAUNDRY AREAS, FAMILY, LIVING, BEDROOMS,
DINING, HALLS, ETC.
ELECTRICAL DEVICES INSTALLED IN WELLINGS· TAMPER RESISTANT
RECEPTACLES FDR ALL LOCATIONS DESCRIBED IN SECTION NEC 210.52
(I.E. ALL RECEPTACLES IN A D\JELLING), (CEC 406,12),
NOTE• THE INST ALLING CONTRACTORS ARE
RESPONSIBLE FDR THE QUANTITY AND SIZING OF
HEATING, CODLING AND DHV EQUIPMENT, DUCT
SIZING AND EQUIPMENT SELECT!□N,
REVISIONS
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S, PANEL 5/8'xl2' ANCHOR B □L TS 4'-0'
0/C, AND 12' FROM CORNERS,
U,□,N, MINIMUM T'w□ BDL TS PER
PIECE \./ITH □NE B □L T
<IF OCCURS)
2X P.T,D,F.
MINIMUM 7'
EMBEDMENT
LDCA TED NOT MORE THAN 12'
DR LESS THAN 4', MINIMUM
3'x3'x0,229' PLATE 'wASHERS
AT EACH B□L T, E.N.,-----_\._
• "'
• a,
• • •
I»'
t> ••
•• •
•
I>
#3 RE/BAR 18' EA, \./AY
, . .,:;{: :,<:;(;.'.i;/ .. ~; 2' SAND FILL
~ ~ /---~.;~\:.J::::-':/t::~\-.-·-~ 2' SAND FILL
10 MILL V AP□R BARRIER
•
(2)-#5 RE/BAR TOP
AND BOTTOM U,□,N,
• 3' CLEAR
+-15' -----+
GARAGE FOOTING t 2'-0' MIN, LAP t 2'-0' MIN, LAP -t
TOP PLATE 2-2x PLATES
WHERE T[]p DR SOLE PLATES ARE CUT FDR PIPES,
A METAL TIE MIN, 0,054 INCHES THICK AND 1-1/2
INCHES WIDE SHALL BE FASTENED ACROSS THE
OPENING WITH (8)-IOcl NAILS EACH SIDE. THE
STRAPS SHALL NOT EXTEND LESS THAN 6' BEYOND
THE CUT DR NOTCH, (CRC R602.6,D,
PROVIDE DOUBLE TOP
PLATE WITH MINIMUM 24'
LAP SPLICES, PROVIDE
(8)-16cl LAP SPLICE
NAILING. <CRC R602,3.2).
9'
SILL B□L TS TD BE 5/8' DIA,
WITH 7' EMBEDMENT AT 4'-0' □IC,
DR 'RAMSET' !CB□ lt:1639/1147
<SEE SHEARWALL SCHEDULE FDR
SPECIAL CONDITIONS),
@ @ @
SILL PLATE
WHERE SILL PLATE IS~~
DRILLED DR NOTCHED
MORE THAN 1/3 THE
PLATE \,/IDTH, INSTALL
□NE BDL T EACH SIDE
@ @
TYPICAL SILL PLATE ANCHORAGE AND TOP PLATE SPLICE
N□TE, PROVIDE A MINIMUM □F TWO ANCHOR BOLTS PER PIECE □F SILL
PLATE,
BOLTS SHALL BE INSTALLED WITH PR□PERL Y TIGHTENED NUTS AND WASHERS.
SIMPSON 'U'
RIDGE BEAM PER PLAN
SIMPSON 'LSTA18'
@ 48" OC; MAX
ROOF RAFTER
PER PLAN
RIDGE BEAM CONNECTION
2x BLKG
LTP4 @ 24" OC
MAX; UNO
FASCIA
EN
SHEARWALL PER PLAN
WHERE OCCURS
BN
"'-
SHEAR TRANSFER
RAFTER PER PLAN
AT R □□F
•
POST OR BUILT UP ----1-o-
STUD PER PLAN w/ EN
SLAB ON GRADE
PER PLAN
, ~IL I¾' MIN.
HOLDDOWN
PER PLAN AND
SCHEDULE
SIMPSON ANCHOR
SOLT PER HOLDDOWN
SCHEDULE
!
f:::i,::,S:t:s:£~~~'.._c___:-lf y i · ~7--:rr&':M"n.:':I
EXTENSION SCHEDULE .. '• i'·/ / z
:,: "' I-..J 0. 0.
HOLD ANCHOR LENGTH OF
DOWN BOLT EXTENSION
HDU2 SSTB16 26"
HDU4 SSTB20 34•
HDU5 SSTB24 42•
HDQB SSTB28 so·
HHDQ11 SB1x30 45•
HHDQ14 S81x30 45•
• • ..
i WIDTH ii PER PLAN
1-1/2"
3•
CLEAR
DEEPEN FOOTING
AS REQUIRED;
EXTEND 24"EA.
SIDE OF HOLDOWN.
w"' Aw
0.
FOOTING EXTENSION
CENTERED ON HOLD--..
H □LDD\./N AT GARAGE F □□TINGABLE B
/
,.__ __ _._ . ..
1K-:·.:o:: :., ... ·, •, '·
DD NOT EXCAVATE PIPE
TRENCH PARALLEL TD
FOOTINGS BELOW THIS
LINE.
PLARALLEL 2 , ·<,; ~ .-~, Q '
__ J_~h==:;:-------ALL PIPE SLEEVES 2'
-LARGER THAN PIPE
DD NOT PLACE PIPE IN
THIS AREA,
CONCRETE FILL TD BE PLACED
BEFORE FOOTING IS POURED.
MAKE SAME WIDTH AS FOOTING
AND FULL WIDTH □F TRENCH
<TRENCH = SLEEVE DIA. + L-6').
---.--------------------"1'-----'-'----'"c..:___:_t>_· --"·-· -·~--'1.3'
PERPENDICULAR TRENCH SPACING
SIMPSON 'U' HANGER
CAL
JOIST PER PLAN
BEAM PER PLAN
JOIST TD BEAM
2X10 ROOF PAD \.// 3-16d
INT□ EA. TRUSS DR R.R,
FILL
--B,N,
CAL-FILL
~~...._ SEE ROOF PLAN
SUPPORT
SLAB ON GRADE
(PER PLAN)
0
0
~-w□□D POST IN WALLJ
(PER FRAMING PLAN),
1
z "' ..J 0.
"' w 0.
REINFORCING
(PER PLAN) -¥---PER PLAN (2'-0' SQ, MIN). ---+
INTERIOR PAD FTG CIN \./ALL)
d clD
HOOK 90• BEND
I,
1
LAP AND OFFSET
R
STIRRUP DR TIE
45• BEND NOTE• 'R'=3cl FDR #2 TD #8
'R'=4cl FDR #9 BARS DR LARGER <TYPl.
TYPICAL REINFORCING BAR
BENDING
WOOD SIDING OVER
(2) LAYERS TYPE 'D'
FELT PAPER.
E.N. SHEATHING TO
BLOCKING
SHEARWALL PER PLAN
WHERE OCCURS
6x12 SOLID BLOCKING
ALONG LEDGER
B.N.
'"""'.r-f~+---(2) SIMPSON SDS25412
AT 16" 0/C.
,=aala#-l+---16d NAILS AT 6" 0/C.
(STAGGERED)
JOIST PER PLAN
JOIST HANGER PER PLAN
SOUD 2x BLOCKING
CEILING JOIST TD LEDGER M
CS16 STRAP OVER FULL LENGTH OF
WALL; FULLY NAILED. INSTALL OVER
SHEATHING AND NAIL INTO BLOCKING
w / EDGE NAILING
r L TP4 PER SCHEDULE
HEADER PER PLAN I
PROVIDE EDGE
NAILING PER
SCHEDULE AT ALL
PANEL EDGES.
USE 3x NOMINAL
MEMBERS WHERE
REQD BY
SCHEDULE
!.J.--lj..,L-"J.l--.,Ll..l..-1--HOLDDOWN POST
TRIMMER ~--11
PER PLAN; DBL
STUD MINIMUM
WHERE NONE
NOTED
SILL CONNECTION
PER SCHEDULE
, H..-+--HOLDDOWN OR
STRAP PER PLAN
FORCE TRANSFER AROUND
SHEAR\./ALL OPENING
42clb LAP
TYPICAL -
, I .
FOOTING PER PLAN
1 FOOTING
/, REINFORCING
PER PLAN
I· I. • <· •
• •
-
·• • •
. • .... -~ ' . •. . "<> • ' . . . . • • . .. • ·• . '
• . ..
. . •• •
• . •· • ' . : ...
•·<I • A
'
..
• ' ..
• ' • ••
'
CLEAR
TYPICAL
•
• •
,· .
•
REINFORCEMENT
INTERSECTIONS
AT FOOTING
START CURING □F SLAB AS EARLY AS
POSSIBLE. USE A MEMBRANE SPRAY,
WATERPROOF PAPER, OR POLYETHYLENE SHEETS.
t>
SPACE SAW-CUT
J□INTS PER PLAN.
"'T'/4
·, •
·4 .·
• .
-+------'--!--SLAB SUB-BASE
. . . . . --. ·. .
(PER PLAN),
------+--COMPACTED
SUB-GRADE.
NOTE•
SAWCUT SLAB TD BE MADE AS EARLY AS
POSSIBLE (4 TD 12 HOURS AFTER FINISHING>.
EXPECT SLIGHT RAVELING AT J□INT EDGES.
CONTROL JOINT
\./DOD POST --
<PER PLAN)
SIMPSON MST36 STRAP
TIE <BOTH SIDES)
INSTALL PER MFR'S
SPECS USING APPROVED
SIMPSON FASTENERS
'w□□D BEAM
<PER PLAN)
\./ODD POST
<PER PLAN)
' '
' ' ' '
' ' . ' ' ' .
' • • • ' • • • • • • • • • • ' ' '
OTHER STRUCTURAL
ELEMENTS NOT
SHD\./N FDR CLARITY
POST TD HEADER CONN.
16d AT 16'
0/C. MAX.
(2)-2x
SILL PLATE
TYPICAL \,/ ALL
SIMPSON
ST-12 STRAP
__..-,-_ <2l-2x TOP PLATE
SOLID HEADER BEAM
(PER PLAN) WITH
5-16cl END NAILS AT
EACH END,
t----2x KINGSTUD
1-M----2x TRIMMER
(CONT TD SILL PLATD.
2x CRIPPLES
(16' □/Cl,
(2)-16cl HDGV NAILS
2x PTDF
FRAMING
(NJ FOOTING
FINISHED GRADE
TYPICAL FOOTING TD DAYLIGHT
2x STUD WALL
<TYP).
CLG, J□ISTS (PER PLAN),
<] SHEARWALL WHERE OCCURS
(SEE FRAMING PLANS).
~-SILL NAILING
(PER SW SCHEDULE)
~~~~~~E.N.
~-GYP BRD
(PER PLAN)
2x BLOCKING
AT 24' D/C,
2x RIM.
LTP4 PER SW SCHEDULE
WHERE SW OCCURS ABOVE
L TP4 AT 24' 0/C, MAX
ELSEWHERE,
<] SHEARWALL WHERE OCCURS
(SEE FRAMING PLANS),
SHEAR TRANSFER AT EXT \./ALLS
ROOF RAFTER
PER PLAN
BN
EN
'G' WALL
FULL LENGTH
LllP4 @ 24" QC
MAX; UNO
EN
2x FLAT W/ (2) 16d NAILS
AT EACH ROOF RAFTER.
2x BLOCKING
LllP4 @ 24" OC
MAX; UNO
SHEAR TRANSFER □
\./EATHERLAP 12'
'M□IST□P NEXT'
FLASHING AS INDICATED.
\./IND□'w, DOOR, DR OTHER
FRAMED PENETRATION.
(SEE ELEVATION)
-------SEAL BET\./EEN FLANGE AND n-:J.;;=:;:;=;:;::;~:,1f FLASHING \./ITH 'M□IST□P' POLYMER
SEALANT, <ABOVE AND BELO\./),
--LAP 3' MIN, AT H□RIZ, JOINTS
mif:iQJ~
LAP 6' MIN. AT VERT, J□INTS
\./ATER RESISTANT BUILDlNG PAPER
'60 MINUTE' GRADE 'D' 'wEATHER
LAP TD SHED \./ATER TD EXTERIOR
TYP, (2-LAYERS IF APP),
NOTE• THIS DETAIL APPLIES TD
ALL PENETRATI□NS, SEE EXTERIOR
ELEVATIONS, FDR STUCCO, \./DOD
TRIM, OR OTHER FINISH,
* PROVIDE \./EATHER
PR□TECTI□NJ INCLUDING
FLASHING DETAIL
FLASHING AND COUNTER
FLASHING PER 2016 CRC
AT ALL EXTERI□R \./ALLS.
REVISIONS
w
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0 -C 0
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<C
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DRAWN
CHECKED
DATE
SCALE
SHEET
SDl
SIMpson Strong-Tie
• fl fl
fl
fl • • • •
COLUMN CAP CCQ66SDS2.5
LSTA24 TIE AT RAFTER
OVER RIDGE AT 48' 0/C.
2X RIDGE 2' LARGER
THAN ROOF RAFTERS
(SEE PLAN)
CAL-FILL RIDGE DETAIL
S, PANEL
(IF OCCURS>
2X P.T.D.F,
MINIMUM 7'
EMBEDMENT
E.N,--.._
• (X) •
•
5/8'x12' H.D, GAL V, ANCHOR
B□L TS 4'-0' 0/C, AND 12' FROM
CORNERS, U,0,N, MINIMUM T\./0
B□L TS PER PIECE \./ITH ONE
BOLT LOCATED NOT MORE THAN
12' DR LESS THAN 4' FROM
EACH END OF EACH PIECE.
3'x3'x0.229' H.D. GAL V, PLATE
WASHERS AT EACH B□L T.
#3 RE/BAR 18' EA, \./ A Y
"'~ 10 MILL VAPOR BARRIER
(2)-#4 RE/BAR TOP
AND BOTTOM U.□.N, t ~' -_ . ~ ... :--·~··We_~. J~_:-_:,:-
/. " 3' CLEAR
4--12·~
EXTERIOR
CONT FOOTING BEYON
SLAB ON GRADE
PER PLAN
MOISTURE RETARDER
PER PLAN
✓ r
z
:,:<I:
I-..J o..O..
WO< AW
0..
BASE
PER
PLAN
•
-• d . • "'. . . .
REINFORCEMENT PER
PAD FOOTING SCHEDULE
FOOTING
•·
-1----WALL POST PER PLAN
A35 EA SIDE TO POST
ANCHOR BOLT BEYOND
z -"' • (X)
• _ fz:_z::!· _12_ :z_ -,z:. =:;,_ ::<;z-;,/r,<-~ ·-/ . .,_. '
• .d -~ .4 • • .4. ·-. ••
PAD FOOTING AT
EXTERIOR \J ALL
Post size by
Designer
•• • • • • Q. 0
•
HDU5
(HDU2, HDU8, HDU11,
and HDU14 similar)
SIMPSON HOLDOwN
• -2x4 FLAT OUTRIGGER @ 16 DC BN
JP4@ 24" DC\
MAX; UNO
L
\ •►
EN
FASCIA
~ ROOF RAFTER
RWALL PER PLAN [:) \\!,ERE OCCURS
SHEA
.
V
SHEAR TRANSFER AT ROOF
~-HOLDDOWN
POST OR BUILT UP---+.-PER PLAN AND
STUD PER PLAN w/ EN
SLAB ON GRADE
PER PLAN
EXTENSION SCI-EDULE
HOLD ANCHOR LENGTH OF
DOWN BOLT EXTENSION
HDU2 SSTB16 26"
HDU4 SSTB20 34•
HDU5 SSTB24 42"
HDQB SSTB28 50"
HHDQ11 SB1x30 48"
HHDQ14 SB1x30 48"
• • SCHEDULE
SIMPSON ANCHOR
BOLT PER HOLDDOWN
SCHEDULE
.. ·. ... : .ll. d .,-'--~!--.4_ --"I.-DEEPEN FTG
3• CLEAR AS REQUIRED . < •
\IIDTH PER PLAN 1-112·
FOOTING EXTENSION
CENTERED ON HOLD
DOWN PER TABLE
HOLDD'v/N AT NE'v/ FOOTING
~-PLll □□D SHEATHING
<PER ROOF FRAMING PLAN)
2x10 ROOF-~
RAFTERS
(PER PLAN),
B,N,
lxB SHIP-LAP DR 1/2' EXT
PLYSAIIN AT EXPOSED
OVERHANG.
2x SHAPED SOLID BLOCKING
111TH A35 PER SHEAR
SCHEDULE, 24' □IC, MAX
EVERYIIHERE ELSE
SHEARWALL WHERE OCCURS;
G OTHERWISE
>W-----CEMENTITI□US SIDING
(BY □IINER) □VER (2) LAYERS
GRADE 'D' PAPER.
SHEAR TRANSFER
0
3' MINIMUM
SIDEC□VER
(2' FDR LCB)
SIMPSON COLUMN BASE
GAR DR HDR
(PER PLAN) \./DOD SIDING OVER
(2) LAYERS TYPE
'D' FELT PAPER .
"' ..J u
• (\J -
-------2-LAYERS
'· .i..-~ BUILDING PAPER.
IM------12' \./IDE FLASHING
PAPER.
GARAGE DOOR
TRACK,
-------2x JAMB
DOOR SECTION ~-CONTINUOUS
WEATHER-STRIPPING.
LINE OF JAMB
(BEYOND)
GARAGE DOOR HEADER
BN ENTIRE LENGTH OF Bl.KG
2x BLKG MIN; USE 4x BLKG
l'IHEN REQUIRED TO ACCOMODATE
STRAP WIDTH
JOISTS PER PLAN
DBL TOP PLATE
STUD WALL
• \
STRAP PER PLAN; EXTEND
ENTIRE LENGTH OF THE
BLOCKING AND
48" MIN OVER THE STUD
WALL IF STUD WALL IS
LESS THAN 48" LONG
EXTEND STRAP ENTIRE
LENGTH OF WALL
BLOCK AND STRAP CONN
SHEARWALL PER PLAN
\\!,ERE OCCURS;
G OTHERWISE
GIRT PER PLAN ---
SN
LTP4 PER sw-~---JIL! SCHEDULE 111,ERE SW
OCCURS ABOVE; L JP4
@ 24" MAX OC
ELSEWHERE
EN
SHEARWALL PER PLAN
111,ERE OCCURS;
G OTHERWISE
GIRT SECTION
--------------------
CALIF. FRAMING --
OVER CONT, ROOF
SHEA THING BELO\./
RIDGE BOARD
@-BAY WIDTH X 30'
ACCESS AND VENTILATION
OPENING. PROVIDE 2X
BLK'G AND EDGE NAILING
OF ROOF SHEATHING
AROUND OPENING,
TRUSSES AT------
24' 0/C,
RID E PURLIN
VALLEY JACKS
CAL-FILL SUPPORT
NEW SLAB EXISTING FOOTING
DOWELS SIZE AND
SPACING TO MATCH
SLAB REINFORCING
EMBED BARS 6" INTO
(E) FTG w/ SIMPSON SET-XP
EPOXY (ICC ESR-2508)
4
TYPICAL
EXISTING
NE\./ SLAB
FOOTING
TD
CONN
®
BN SIMPSON 'H2.5A' @ 32" OC
16d Cl 6" OC
2x BLKG C 32" OC
ROOF RAFTER
PER PLAN
SHEAR PANEL PER
SHEARWALL SCHEDULE;
TYPE G OTHERWISE
2x BLKG Cl 32" DC ---
EN
SHEARWALL l'IHERE OCCURS SEE PLANS
BN
EN TO SHEA THING
2x BLKG
SN
2x RIM
BOARD
FLOOR JOIST
PER PLAN
L TP4 PER SHEARWALL SCHEDULE
l'IHERE S. W. OCCURS ABOVE;
LTP4 Cl MAX 24" O.C. ELSEWHERE
I
SHEAR TRANSFER AT L □w ROOF N
SHAPED HANDRAIL
TYPE 8. DESIGN
TD BE SELECTED
BY OWNER
HANDRAIL BRACKET TYPE 8.----__J
DESIGN TD BE SELECTED
BY OWNER-BRACKET 48'
□IC. \.I I 2 #10 \./DOD
SCREWS \./ / 1-1/2' EMBED
34' MIN,
38' MAX.
48' 0/C, INTERIOR FINISH -------1-
2x BLOCKING-------------++--"
VERIFY \./ / MANUF.
MIN, BACKING
36' MIN TREAD
HANDRAIL DETAIL
PLY'w'DDD PLYIJODD SHEATHING SHALL BE CONTINUOUS UNDER CALIFORNIA FILL
VALLEY JACKS SPACED 24" □IC, CLEAR SPAN NOT T□ EXCEED e·-o•, F□R SIZE AND GRADE
SEE END JACK CHART □R RAFTER SPAN TAELE UNDER APPROPRIATE C.S.I. LOADING.
VALLEY PADS: 2X10 OR <2>-2X6,
JACK POSTS 2X4'S TD BE PLACED UNDER VALLEY JACKS AT N□ M□RE THAN 8'-0' DIC, AND NAILED TD JACK PURUNS,
JACK PURLINS 2X4X4'~0' SPANNING □VER THREE TRUSSES UNDERNEATH AND PARALLEL T□ VALLEY
JACKS T□ \/H-ICH THE JACK P□sT SUPP□RTS ARE NAILED,
RIDGE BOARD MINIMUM 2X6 DOUGLAS FIR.
RIDGE POS:T 2X4'S T□ BE PLACED UNDER RIDGE B□ARD AT ND MORE THAN 5'-0' □IC, AND
NAILED T□ RIDGE PURLIN.
RIDGE PURLIN 2X4'S w'H□S£ LENGTH IS 1/2 THE VALLEY WIDTH AT THE POINT
INDICATED BY THE RIDGE P□ST,
ALL NAILING PER CRC 2016
VALLEY JACKS
AT 24' □IC.
RIDGE BOARD END \./ALL, GABLE END
OR GIRDER TRUSS,
NOTE, ATTACH RIDGE/PURLINS TD POSTS
w'ITH 3-16d NAILS.
CAL -FILL SUPPORT
JACK
POST
~---------NEW FOOTING EXISTING FOOTING-~
DOWELS TO MATCH FOOTING REINFORCING MIN 8' t
4 4.
4
q 4 q
4 LI. -· 4 q • <1 4 .
q
.d ··':7 q • • 4 • •,i q •
q q.
.,__ ____ 36' LAP -----~
EMBED BARS 8" INTO
(E) FTG w / SIMPSON SET-XP
EPOXY (ICC ESR-2508)
TYPICAL
FOOTING
NE\./ TD EXISTING
CONNECTION
MINIMUM RUN
Of 10',
NOSING• 3/4' MIN, TD 1-1/4' MAX,
MINIMUM RUN IS 10', MEASURED FROM
THE NOSING PRDJECTl□N, WHERE
THERE rs ND NOSING, THE MINIMUM
RUN IS 11', (SECTI□N R311,7),
~ RISE BETIIEEN 4'
----'~I.-AND 7-3/4'.
~Ill II II
5/8' TYP X
GYP BRD
TYPICAL
TREAD
N□SINGS
BETWEEN
3/4' AND
1-112•,
PROVIDE 2X P.T,D.F, --'
SLEEPER DR FELT
VAPOR BARRIER AT
STRINGER TD CONC. CONN.
2X4
BLK'G
48'□/C,
STAIR
• CD ' "'
1-1/8' PL Y\./DDD
TYPICAL AT TREADS.
~-1/2' PL Y\./DDD
TYPICAL AT RISERS.
14'xl-1/4' 1.5E
TIMBERSTRAND LSL
(3) MIN, STRINGERS
CONC SLAB (PER PLAN),
POWER DRIVEN FASTENERS
BY HIL TI DR APPROVED
EQUAL 12' 0/C,
ST AIR STRINGER TD SLAB
----------------------------
(!) z -C
...J -:::::,
REVISIONS
m
zz -(!) ~ -Cl) Cl)
WW cc
DRAWN
CHECKED
DATE
SCALE
SHEET
SD2
(E) 5,25'xl!,25'
PSL FL BM
(E) 2x10 FL□□R J□ISTS.-----,
AT 16' D/C,
(2) SIMPSON A35'S
(Nl STAIR STRINGERS -
(PER PLAN), ~ X <>
... 0 ' lo ,.. ,,,.. ' ~:
c(i
, ' I 0
, , I <N> 6x8 FILLER BLOCK
, ' ATTACH IIITH
, ' 5/8' DIA. x 12' LAGS 12 V □IC, (STAGGERED),
< ~ (4)-1,25' LSL STAIR STRINGERS
<REINFORCE 111TH CONTINUOUS 2x8
FUSH TD BOTTOM EDGE 111TH !Od
NAILS 12' D/C. STAGGERED).
STAIR STRINGER TD BEAM
I "' ◄ 0
£,
SiMpson Strong-T~ /
HUC (on post)
GIRT CONNECTION TD POST
REVISIONS
w
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...J 0 LO
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'B" I/ C" I/ D"' i'E" ::, $ CX) LO o...-CD ZC\1 1 ' / '-./ '-/ '-/ QO>~ zz I-. -.;:t -c, I-(5 ,_ ~-0 0
C) -co en en <( r--
WW C\l I-----LO Cl) . cc r---I ...... > a..
DRAWN
CHECKED
DATE
SCALE
SHEET
SD3
-----------·-------------------