HomeMy WebLinkAboutRRAD19-0197H,5.�w P CAct A DR
P� IN 60u1
City of Palm Desert
Building Safety Department
PERMIT NUMBER:
ISSUE DATE:
and
73510 Fred Waring Drive
RRAD19-0197
1112612019
' Palm Desert, CA 92260
Permit Type: RESIDENTIAL REMODEL-
ADDITION
Appl. Date: 10/17/2019
Permit REMODEL
Subtype: CONTRACTOR
Job Valuation: $28,000.00
Appr. Date: 11/26/2019
Exp. Date: 5/24/2020
Project Address: 43700 ACACIA DR
Project Description: REMODEL KITCHEN, BATHROOMS, AND REPLACE
WINDOWS
APN/Tract/Lot No:
Owner:
Contractor:
Applicant:
640061011
THOMAS M FARRAGE
SAG TILE & STONE
SAG TILE & STONE
PALM DELL ESTATES
5876 SMILEY DR
31250 SAN YSIDRO AVE
31250 SAN YSIDRO AVE
17
CULVER CITY, CA 90232
CATHEDRAL CITY, CA 92234
CATHEDRAL CITY, CA 92234
(760)272-7399
(760)272-7399
Licensed Contractor Declaration
Fee Summary
I hereby affirm under penalty of Perjury that I am licensed under provisions of Chapter 9
ARCHIVE FEE - 8.5X11 UP TO 11X17 GL-1100000-3411600 $3.50
(commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
ARCHIVE FEE - PLANS GL-1100000-3411600 $7.20
GREEN BLDG FEE SB1473 GL-6100000-2281000 $2.00
JOB VALUATION FEE GL-1100000-3166500 $7.00
-
Initial
Owner-Builder Declaration
I hereby affirm under penalty of oeriury that I am exempt from the Contractors' State
PERMIT ISSUANCE FEE GL-1100000-3221100 $105.00
License Law for the reason(s) indicated below by the checkmark(s) I have placed next
RESIDENTIAL REMODEL GL-1100000-3411400 $407.00
to the applicable item(s) Section 7031.5 Business and Professions Code: Any city or
county which requires a permit to construct, alter, improve, demolish, or repair any
RESIDENTIAL REMODEL INSPECTION GL-1100000-3221100 $486.00
struc?ure, prior to issuance, also requires the applicant for the permit to file a signed
Total Fees Paid: $1,017.70
statement that he or she is licensed pursuant to the provisions of the Contractors' Slate
License Law(Chapter 9(commencing with Section 7000) of Division 3 of the Business
I hereby affirm under the penalty of perjury that there is a construction lending agency for the
and Professions Code) or that he or she is exempt and the basis for the alleged
performance of the work for which this permit is issued (Sec 3097, Civil Code)
exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the
Lenders Name and address
applicant to a civil penalty of not more than five hundred dollars ($500).)
Asbestos Declaration
I, as Owner of theroe
p p rty, or my employees with wages as their sole compensation,
will co the work, and the structure is not intended or offered for sale (Sec. 7044,
Business and Professions Code: The Contractors' State License Law does not apply to
Written asbestos notification pursuant to Part 61 of Title 40 of the Code of Federal Regulations is required
an owner of property who builds or improves the property, provided that the
when asbestos exists in buildings, or portions thereof, undergoing demolition. I hereby declare that
improvements are not intended or offered for sale. If, however, the building or
demolition authorized by this permit is from construction that does or does not contain
improvement is sold within one year of completion, the Owner-Builder will have the
asbestos, or that no demolition is authorized by this permit.
burden of,proving that it was not built or improved for the purpose of sale.)
NOTICE: You may protest any of the fees for this permit in accordance with CA Gov Code Sec. 66020
I, as owner of the property, am exclusively contracting with licensed contractors to
(a). The protest must satisfy the requirements of Gov. Code Sec.66020(a) and must be fled within 90
days of the date of this notice. In addition, you must lender payment of the protested fees at the time of
construct the project (Sec. 7044, Business and Professions Code: The Contractor's
the payment or provide evidence of arrangements to pay the protested fees or exactions at the time they
License Law does not apply to an owner of property who builds or improves thereon,
are due if they are not already due.
and'vho contracts for such projects with a licensed contractor pursuant to the
Contractors' State License Law.)
I am exempt from Licensure under the Contractors' State License Law for the
following reason:
Date/Signature of property owner or agent
Workers' Compensation Declaration
WARNING: FAILURE TO SECURE WORKERS'COMPENSATION COVERAGE IS UNLAWFUL AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
I hereby affirm under the penalty of penury ONE of the following declarations:
I have and will maintain a certificate of consent to self-insure for workers'
compensation, issued by the Director of Industrial Relations as provided for by Section
37CO of the Labor Code, for the performance of the work for which this permit issued.
-
Initial
Policy No.
I have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Cade, for the performance of the work for which this permit is
issued. My workers' compensation insurance carrier and policy number are:
_
Initial
Carrier &Policy Number
Expiration Date
I certify that in the performance of the work for which this permit issued, I shall not
employ any person in any manner so as to become subject to t e wo ers'
mpensation laws of California and aWertqtif I should beco a subj t to the
workWin provisions of S tion 3 00 of the Labor ode, I sh II forthwith
compvi;)ions.
DateL(Applicant
_
Initial
Project Address:
City of Palm Desert (UP010,01,
Use Only)
Department of Building and Safety JOB ID:
Building Permit Application PLANS FILED:
Suite #
—n�"-r`a�e=`� dap
Total Value of work: $ I Nott Plan Review Fees maybe adjusted after Plan Review
Project Description (be specific): 771n Al,,l / (/`►-�j' /n C'��/`lC 7Y , G✓/�1�3 ``>�J�
E(C C A-/ C4 P w /A
N
Contractor Business loarnel
_5'4'C -77 r 4 S. P �
Property Oner e
Ulf
, 44l S 1 4V �� I
Address 2 /,
Address _
City C
// zip
a G'I� yG Z�I(pC�' T 0702
City � Vi /� �t Cv Zip/
Phone (76 0 �Z7 / S7'
Phone 76o)
Fax Ua
Fax
E-mail
E-mail
Contractor License No.
2ArchiitP,qt Na e 1:1esigner N e
Ila 11W J_a��'
Engineer Name
Address
1
Address
City ( Zip
City Zip
Phon S-Z(�
Phone
Fax
Fax
E-mail �
P f d r� I PC �/'�' Cow.
E-mail
License"No.//
�l
License No.
Applicant Name
Signat r
Date
AnV I `�
U
Contact Telephone Number
E -Mail
7 6 6) 7 9/ Sff
s'5e 5* t-0
PLEASE COMPLETE THE REVERSE SIDE
73-510 Fred Waring Drive, Palm Desert, CA 92260 9 (760) 776-6420 • (760) 776-6392 fax • www.cityofpalmdesert.org
Structure Information:
M
on Type: Roof Type• O upancy Group:
Other: Tile Ingle Other: � A.2 U Other:
ire Sprinklers:
❑ YES ❑ NO
*for Residential additions nlease indicate nnly sauare fontaae heina added to home
Commercial
Square Footage
Residential*
Square Footage,
Assembly Area
$159.00
Living Area
Office
$.07 per page
Garage Area
$.80 per page
Retail
$.11 per page
Accessory Cover
Warehouse/Storage
No. of Baths
Total Building
ca ,/_
No. of Bedrooms
Accessory Cover
No. of Dwelling Units
Multi -family, Residential and Commercial Projects, including Tenant Improvements plans must be
submitted to the Fire Department. Fire requires one (1) set of plans for T.I.'s. Please call (760) 346-1870
for further information regarding Fire plan submittals.
THE FOLLOWING ITEMS ARE BEING SUBMITTED:
(Please check all that you have provided)
C� OMPLETE SETS OF PLANS, including the following supporting documents:
❑ Structural Calculations
❑ Truss Calculations
❑ CF -R Forms
❑ Electrical ❑ Mechanical ❑ Plumbing
❑ Title 24 — Energy Calculations
❑ Soils report
❑ Manufacturer's Specifications
❑ Home Owner's Association Letter of Approval
❑ Assessor:
Please submit the following for all permits (except for Walls/Fences, Water Heater, HVAC, Re -Roof,
Electrical, and Plumbing):
✓ Commercial projects- 1 title page, 1 site plan, 1 elevation, 1 floor plan
✓ Residential projects- 1 site plan, 1 dimensioned floor plan, at least 1 elevation plan
FEES
Plan Check Hourly:
$168.00
Inspection Hourly:
$159.00
Archive Fee:
8.5x11 up to 11x17
$.07 per page
Plans
$.80 per page
Color up to 8.5x11
$.11 per page
Do not base your permit fees off of the fees stated above. For Reference Only.
73-510 Fred Waring Drive, Palm Desert, CA 92260 9 (760) 776-6420 • (760) 776-6392 fax • www.cityofpalmdesert.org
sm
STRUCTURAL CALCULATIONS
A CUSTOM ALTERATION
FOR:
ALEX CHUG'S RESIDENCE
43700 ACACIA DR.,
PALM DESERT, CALIFORNIA
CHARLES D. GARLAND, ARCHITECT
LICENSE N0, 11991 EXP 10/31/19
74-991 JONI DR. SUITE #9 PALM DESERT CA 92260
PHONE: 760/340-3528 FAX:760/340-3728
I\!
G12c�c
D.
� 9
N0.011991 j �t
�A IBM= �
'S'J, EIP. YTi Q�
of
STRUCTURAL CALCULATIONS
❖ GOVERNING CODES.....................page 3
�.,. LOAD ............ ........................................... Page 4
❖ BEAM...........................................0...... Page 5
❖ FOUNDATION ............................... Page 10
STRUCTURAL CALCULATIONS
GOVERNING CODES
A- IBC 2015 OR CBC 2016
B- DESIGN LOADS
a. ROOF LIVE LOAD 201 PSF
b. ROOF DEAD LOAD 19 PSF
c. WIND IMPORTANCE FACTOR 1.00 WIND ZONE 120 MPH
EXPOSURE C
d. SITE CLASS DEFINITION (D)
e. OCCUPANCY CATEGORY II
f. SEISMIC DESIGN CATEGORY (D)
g. COEFFICIENT Cs 0.15
h. SEISMIC Ss1.5g
i. SEISMIC Sl 0.6g
j. FACTOR R 6.5
k. SEISMIC SDs 1.00
I. SEISMIC SD10.60
STRUCTURAL CALCULATIONS
.................................................................................................................._......,.,.,.,..,,......._...�.._....�.,...,.,
:
i
,LOADS
i
............�....
i
....y"................................,.................................._....__.
E
iii
__.._...._ ...........y..............,.,,,,......
I r
1
•
4
��
4
f
ROOF
EXTERIOR WALLS
sF j
i {
;ROOF TILE _
�
9
;WOOD STUDS
ROOFING FELT 0.6 1/2" GYP BD. =
2
15/8 OSB/ RADIAN BARRIER
2.2
; ;7/8 STUCCO =
10
__. ......_ _._.__...._.....,,..,,,.,..,.....,....,.
TRUSSES @24" O.0
�.."._._'___",,........................... 4-......_,,.. __...._
' 2.6 ' I NSULATION
,�R-38 INSULATION
. ..............._.,.......,.,,.,,.,,,.,,,...._,,,......._....................................
_
5/8" GYP. BD.D
2.8
19
,................. ........ ....... ..........._...............------- ............,,,..,,,.,,..,...�..,..,,,..,.................................�.,
L F
g.....
i
3
i
:
i
i 1
INTERIOR WALLS:
3
£
i
P2F
W60D STUDS -
._,'Y,
PBD 2S1 DES
..,, _...,.,..._
.�..�._ -
INSULATION
_ ...
2
_......_....._......:_................_...........,.....,......___ ._..........,.....,.,..... _................._....._
............
_. ___..._'.....,
...__.........._._ M............ ,..,.,......,.......___
.................................._.....
D. L. ..... _ 7 S
_ €P Ft
STRUCTURAL CALCULATIONS
f__....._..._.
_._..._- - - - ____ - - - - - - - __-_.
. . ..........
;BEAM DESIGN3
a
_.._............... — . ._ ... __ ._. ._._„_d._ ........................ .........._� ,_ — ._........a..m,_.......,
?.........................._..,...,.�............ ...................,,,__....,................._.....................
—.... ._.,.....................,—_............,,.........a..._._........._.
. ... ...........................v ................
_...,..,.........................._.._......._...........,. {
;.....
__._......._,.,„_........................__................. __.__....,,,,....,,,,,,,.,,....?
;DOUGLAS FIR -LARCH No 1=
.................... ____._........,,,,.,...,. ,,,,,,,.........._........_._ _._.£ __._.__
Fb =; 1000 psi
_..... _..._.___.,_....,...-............_,_......._..,,,..._........,,,,,.,,.....,,_
SPAN = ? 16.5 ;ft
_
Fv : £
psi i
_- _,,,._.................',,,.,
iTRIB. AREA = :14.0 ft
..,........,,,_.,,,,,.._,.._............... ,
i
__
E _= 1700000 psi .....1 _
......................_.................,........<...._...................,.,.....................,.....,.,.......,..,,.........F,,..,..,,,,,.,,,,,,.....;.................,,...,,.._.........,,.,,,.......................£..........,,,,,,,.,d.........................................i,
I i I
................... ,...............
ILoad Factor CD=
............... .•,.......,........................'.......................,.,.,,..........;,...........................................,......',
1.2
Wet. Service Factor CM -
1.00;
D. L = I 19.0 ; Ib/ft
_......_..................................t.._.._.......__.......__...__._,._.....___ .._...;_._._.,.........;.,.,.........,............_...._...
Ll = I 20.0 Ilb/ft t
Temperature Factor Ct = I
.....,.,,,,,,,,,,,,,,..,,,,,,,,........_..._...........,..,.........,,,,..,,....,,,..,........_....._...............................:............<,.,......................................,,.,.,,,,....,,,,
Size Factor CF=
,,......,,....................................._`
1 0
.....__ ........ _.._._............... ....__._....___.....__........__........__..
__..._.__............._......,...._ ..._... ......... ......... _.
m ........................................_._.....;.,__
TOTAL; 39.0 'lb/ft (
Repetitive m. Fact. Cr
1.00 '"
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,.....a,.,.,......,
( II
........ ., ......... .... .,
Incising Factor Ci = -
1.00'
[
Shear stress Factor CH=
1.00; W = 546.0 Ib/ft
r
(
i i
i
..y,,,., .... £ _. .,.,.n...,.
i
r
'................................. s,,,,,,,,__,_,,,,,,,,,_„__,,,,,,,,, ............ .,,...,..,..,.,.,,,:,,,,,,..----- .................. ........._....,.......,,.,,,,,...,..............,,,...,,,,..............
546Ib/ft...._............... _.._.._._.....__..........,.,..,............
......................................... s ..... .,,..,,.,,,.,,.'................,.............
_ __...,.....
_,..... .__.___.._._...... __.. .._.........,..........
i ..._v
x L2
i W
,.. ......_............i
M.........18_581_/1 ft Ib
= -
M=.5........2229731 in-Ib
£...................................................y.,.,...........,.w,,,,,,,,,,,...,,,,,,,,,,,3,,,.....,,,,.,. ....... ................,,,,,,,,,,_.,, ,,,,.,........................,,,,,,,,,,,.,.,�
,,..._, .... _:%...................................._,, ,.... .,.......,.,,....._....g„,_.,_.
..
.,_.,,,..
16.50 ft
..................................................._t........,,...,...,,,.,.,,....,,,,,,,,,,,,.._£,,.,............................;,......,....._........£....__.._.....,......_................_........,,,,,,,,..,....
BENDING'
....... ,.........._............. .............. :....
€
\V/_yW4504.5.1b....._,. _..
_......_.,._
._......._. _d _.......__.._............................_..,..,,,...;..........._,...._.1_,..µ......._.:_,.,,,..,,,_....._....._._.._._......._..,,......_.,.,....,...,,........................,.,.....,..., .,.........................., ._,,.. ,,,,,,,,..,......._a.......
i F"b=Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci) ._._
4
F'b 11250 psi
�
SE
..__ ._. __......_ _......._._...,...__..,__. __......... ,..,.....__._.......,.,,,. ..............
^3 ,.,.,.,,,,,,,,_.................,,,,;......_......
......................
!Req"d S m
µ.=..._._..A.r...e..._a.._...=..8...5.,.,, 3..,i..n......, 2.._.......
. ................ ........,. ,?
........
...........,,...__.....,..,_...._.........<......_............_.........,.,....
..__..w
f b ='M/S s
_.._....
!Section= 220in^3
....................................................d............,.....,...,..,....................................................4..................................,,..................,i......................................,.
.
;ALLOW F"b =
...................s....__..,..............,...............i.................._;......................,...,......_x......,_i...
ACT. f b = i
....... ..,
.... ..... ....., ........... .... ....., s
M
Moment of Inertia= 1707=in^4
........_.._.._........_..
_....__._......_�._....__.............................
..............................................,.._............,,.,,..,
1250=psi
> ;10126 ;psi
_.........
OK
...... .......... ........,..........................,.,,,.,....._._d--...................................................,,,.....
t
, d.........................................
,. ....,
, ,3,,,,. .......... ........... ...............
..... ......
................................._...._..
_....._. .._......................._...... ..... .,.._......_...... _................... 1.......................
v ....
SHEAR it
1 ..................�._......
,,,r,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,i ---
�...,..���___..._.._.__....... �....__ ........
5 .......... .....„y...., ,,,,,
>.,..........
. .............__..........._...,,..,,.,,,.,,.,..,.,,.,...,.....,_,,,,,,.--_,,._..,............_..._,,............. .......
........ .. .. ...........................,,,..,,.,.,,,,.,,,,,.,.,..,,...,,,,,..,.,,,,,,,,,,,,,.,,..E,.,.,,.,..,,.,,.,,,.,.,,,,,,,,,.,,,,,.,,,i,..,,,
F"v = Fv(CD)(CM)(Ct)(CH)
f v= ,1.5 V/ A
i............................................................__..,,,,,,,,,,,,,,............_...s................,.,...........,..r.,,,,�.,,....,..,.,,,..
...,.....,,,,.,..,,,,,,,,,,,,,,,,,,,.......,..,.......n....,..............,,,.,..,...
.......... _..i
_ 119? psi
jF"v p
a...............................:...................................._;...................;...._...........,......,.,......,,,..,,.;....................;..—..........................................
> =
fv-; 79.26 psi
s
OK
i
I
... ............ _._ _...._..,.
�
![
__z........... _
_......................... ........_. _,,,,,,,
DEFLECTION I
..........._- ,,,,,,,,,,,,,, _,,,_„�_..
,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,, s.,.........,.,.....................,.,..........,..,..,_,,,.,_............n........................s.
5WFL^4 - 0.31 in
.,,d.....................................is....... ,..,,,,, ............................... ,,,....,,. ..,...,......,...,...,.,
....................................................
£
38i a E I ,.,., ,.............. _..,............ .....,,,,_
�
:OK
.... .._..................... ........._..
,._....__...,_ .._
E"= E CM G C,
..
1700000 psi z...........
I_..
£
................................................_.....
._.___............ ......................... ....._s.. ................................
£ BEAM;
........... ............................ _....__.. ___...............
6'X
}dmax= £L/240 = 0.83
......... ,3....... ......... ...,...,.....,,,.,..µ.,.,,,,,,,„..,,.,...?,,,,,,,,,,,.,...,,,£..................................
1 in €
a............3....._..,.,..,.,,,,.L,.,...,.......,,,.,,.,........,......i.....__,,..,,,,,,, ,,,,,,,,.,._,.,
AOR
£
................................................................................................................. .......................:................
g ;
..................... ......................................................... z.........
PARALLAM 5 1/4” X 14”
£
£
s
{ I 3 ,µ.,Vi,
s
.,�.,W, .µ£
3
£
....................................................fy,
...........................................d,,,,,,.,,.,,,,,,.,.,,............i..................,.,,,,........,.,.,a...,,.......,,.,......,,,,,....,.....:,.,,..,,,.,,.......�
p,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,E
d_,..........i,...............,..,,,,,,..........,d.,,,,.,......%.....................d.........,.......,,,.,,,,,,_.....,.,,d,,.....................
........ £
F.......,.,,.....,......,�
£
3
(
i
STRUCTURAL CALCULATIONS
777777
,6
STRUCTURAL CALCULATIONS
r........,.__,,,,,,,,,,_,,,,,my....-.,,,_._,,,.,.,,,,,,,,..............
_...,,....... .,.,.,,y,,,,. ...........
,......,.......,..,...........................,,,.,,,,,,,,,..,.,,,,.,,,,,,,,.,,,..........................
COLUMN DESIGN
_......._._.__"__......,,, .._......... ......
I _.._+_........... .__,._.._.................
Column
IDOUGLAS FIR -LARCH No 2= 1Fc =1 625 =psi
le = 10.0 ft ; _ z E =1 1600000psi
_ ..,...,,, ......._....
.................................................................................................................... y..,.,.,.,.....,......,,,,..,,...,,..,,,._.........................}............,....,..,,1.,.,,,.,,,,.,,,,............,....§._,,,,,,,,,,,_.,:.....,,..,.........,..........y..............,...,..,,....,.,.,,,.,,.,,,,,,,,,,,,,,,,, .............., ..............,..,,,..,,E
LOAD 4500;Load Factor Co = 1.25 3_...
y._.__.. . „....................._.,._.................,_.,....,,,,,,.,_._.............,........,,..__..._.._.___..........._.........,,..____._t..,,.,,,__._.........___, ,,,..__ .. _ �_...._.._.__. __ __.........___
Sery Factor Cm= 11.00;
- _ TOTAL€ 4500.0 11b _ Bucking Stiffeners Ct=i 1.00; 1
' .�.. F �-..._..,.,._...,_ IS¢e Factor CF= =1.-00€..,,..,.,..... ..,,._.., w.,_,,..,,___............._µ.-...._....__.._.__...,.,,,,...�
_.__ _ .. ........,,...._.........._ .._..........,_....____ _._._.,....d..__.._._ . ..............__...,.. _..........
1Incising Factor Ci = 11.00, 1
i..................„..,,,,,,,.y}.........,.....,,..,...,... ,,,,,,,.,.,,,,,.,,,,,,,,,,,,,,,,,.,,,,.,,,,.,,,,,,,.,� ,..... -. .................. .,,,,,,,,,,,,.,,.E,,,,,,,,,,,,,,.,,, } ,..,,.,,,,, ....._....,,,,,,,,,,,,,,,.,,,. ..�.,.,.,... ...........,.,..., i
5 t 5 } 5 } } j } q,,,..
... �...__ _____,,.,,.._......_...._., _........,____.._..._ a--____. K_.,_.. -'
CE 0... 3
. ........................... _...... _....i�...
i
...�.,..h..._
Buckling and Crushing Interaction c
:
i
,,,,,,,,,,,,,,,,,,,,.,,,._i.............,...,,.........._..,.,,,,,, i.....µ..,,,.,.,,,, .................. ...,.,,.,... .......,.... ..,,.,....,, .,,_,_,,,,,,,,,,,,,,,,,,,_,,. ........,,,.... ,...,,.,,,,,.....,
Fc -=Fc CD CM Ct CF .
._._ ..........._..._ _-
__..._..............._..,.,.,, _..... t
3 �� 3 1
_. ...,.....1 ....................................:,.,..._,.. ,._........................,....y..,.._.._........_,._.,_.,.......,,,,.,,,,,,.... ,_,,,,,,..,,..,__a...,,,,,.,,......_.........._..1._., ._
1o.00 Fc` _; 781.25 }psi 1 1
}USE:
Euler Critical Buckling Stress for Columns 4(X;6 Area = 19.3=in^2 '
! 9 1
__.._,.._,._....,.,,.._,.........�............................._""""_"___"....,._.,.....,_......................_I"�__..;, ..............................
i 1 _
_.................._i.__ ..............
.._.._..__.._......._.__,_...__..
....,d....- 5.5in
Foe - £ KcE E = 1008.333; psi
_ p
,,,,,,,,,,,,,,,,,.,,.,......i,,,,.,,,,,,,.,.,,,,,.,,,..,......_,,,,,:,.,.,,,,,,.,,,,,,,,,,,,,,,,,' ,,,,,,,,,,,,,,_„_„i, i,,,,,,,,,,,,,,.......&,.,,,,,.y,,,,,,m_,,.,,,,,,,� ..,..,,.,,,,,_,,,,,,,,,,,,,,,,, ............... , ......................
(le / d)^2 ` 1
Column Stability Factor Cp= 1 ? 1 1
_..._...._......... �._.............._.,......_"......�......_,....,.,._. ____...� _.__............. ..._................... ............,....v.......
_,........ �........................... ..,>".............. ......... ........ _",.................. ............
_.._._.__.._...._,._...._........................................3.....,,.,__,_,_,_,..__......;.............................................,,,,..,.,,..,,...,.,,,,,,,,,............_...._ } 3._.,..._ � }
1 1 £ Co = 1 + Foe /Fc* — 1 + FcE/Fc*)i ^2 ; ' Foe/ Fc*
2c , 2c c .....
........_...__ ( .........
ri......,_i_,,,,,,,_,_,,,,..z.............,....,,..,...,.__s............,,.... ,.... .
Cp= 0.77111;
_,....... ..,,.,
E 7
,
y.................:...........................................................q.,.,.,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,q,,,,,,,,,,,,,,,,,,,,,,,,,,,....,..,,,."..,,,,,,,,,,,,,,,,..,,,,,,,,,,,,,,.,,.s,,,.,.,.,,,..,,..,,,,,.�,.,,....mw.,,,._,,,.,,,,.,i,,,,,,,,,,,,,,,,,,,,,..
j F'c =1Fc (CP)(CD)(CM)(Ct)(CF)(Cr)(Ci) 1 I
i d 1
Fc = 602 psi F 3.... 5 1
d___.__......_. _. ............_._ _._,__....._.: __. _,........._.__
�.._.,...__..,._................._.�.....�.,,,,,_.,.__...._....,..............,...,...,..{....... SOK.._..._;.......,,......._...z..........._
j }
€P = F'c *A = 11596.81 P = 4500.0=
_.__.._...._.........._.......................................................................__....,,,.,.._ ._......-...................,.....,,...... _........ ... .......................
ICOLUM 41X
N` -6
STRUCTURAL CALCULATIONS
.___....,._ ._a._.,......... ,FOUNDATION` ....w.w...w............._,._. _..
SOIL PRESSURE 1000 PSF
} LOADING
i s
ROOF = £ 35
.....,."..,."._M""..,.,., �.......""EXT.
....WALLS
.."""....1.5........_.....__...__.,,,,,",,.......".................. ,. ,,,..,.,,,
H-1 13 Ift
TYPICAL PERIMETER FOOTING AT 1 STORY
I
£.................._. �...�.,.Trib."Area (ft) (= 18 _._,.,.,,.,,...1..$_.._...._,._,.,
'LOADING :
ROOF = 630 #1
i
WALL - 195 #1
___.._._._.__...._...._.__................._.,,,....,....,........._..____.......... _...
..S _ _____..._.............,,,,,.
825 #1
_.,..........._._...,.._ i.._....._._.,, ._....."...,,",,,,,_""....._.__,,._..."_....,"..............._..._.........,.,,.,.,......_ ..........._.._......,.__,".."..._._.__..._.._._._
REQ"D WIDTH =1 0.825 FT/ FT LENDTH
3 8
_j
12" WIDE x 12" CONTIN PERIM FT,_m,,�
3, AND 2 # 4 BARS, CONTIN N.
{ ¢
s i s
FOOTING FOR POST 6x6
..""..".,."___. LOADING
........_µ.__._...,___...._w...,......._....._......._............_..._._.2._.,,.....,.4500._........Ip......................__.,.,..,.,,.............._...........__....._...........,,.,.,.,,,,
.AREA - ' 4.50 sf
X30 SQ x12.THK FOOTING
....w ............._... _ W 14-..#..4..EA. W AY.....,,.,.,,,,,,,,,,,,,,,",",".................£_....................._.....,,,,,,,,,.,£_...........,_,,,_,",",,,"."."_....."...........
0
STRUCTURAL CALCULATIONS
STRUCTURAL CALCULATIONS 0
STRUCTURAL CALCULATIONS
km
f�fgP3yOST Oj/�y 9 T [NA #V/tQ " 01C
m1mUh1/ofloll
EDGE t? TA14CE
6 SDS 17 A724
5/€3' DIAM. X 16' AU. THREAD ROD
SET 12' (WIN) INTO EXIST CONC. FTG
. w/ EPDXY ADHESIVE MODEL SET --7P
a . ESR -2508
X ESR -2501 1 EPDXY ONLY0 UPLIFT
SITUATIONS EPDXY REOUIRES
OBSERVATION OF LIC DEPUTY
3/4" 01AM. HOLE . CLEAN g •� INSPECTOR
(CRY -FREE OF OMS
T CONC
CONC. AT SIM,
STRUCTURAL CALCULATIONS
TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
LATERAL
LATERAL SLIDING
RESISTANCE
BEARING
VERTICAL
PRESSURE
CLASS OF
FOUNDATION
(psf/ft below
Coefficient of
MATERIALS
PRESSURE (psf)
natural grade)
frictions
Cohesion (psf)'
1.Crystalline bedrock
12,000
1,200
0.70
-
2.Sedimentary and
4,000
400
0.35
-
foliated rock
3.Sandy gravel and/or
3,000
200
0.35
-
gravel (GW and GP)
4.Sand, silty sand,
clayey sand, silty gravel
and clayey gravel (SW,
2,000
150
0.25
-
SP, SM, SC, GM and
GC).
5.Clay, sandy clay, silty
clay, clayey silt, silt and
1,500
100
-
130
sandy silt (CL, ML, MH
and CH)
BUILDING ENERGY ANALYSIS REPORT I
PROJECT:
CHUO RESIDENCE's alteration
43700 ACACIA DR
PALM DESERT, CA 92260
Project Designer:
GLS ARCHITECTURE GROUP INC.
74991 JONI DR #9
PALM DESERT, CA 92260
760 340.3528
oey' NG °FA`Q®�
die• �gFF�,�oFO
SFA � r
Report Prepared by:
Armando Chavez
44890 SEELEY
LA QUI NTA, CA 92253
760 278.1840
Job Number:
19 -GLS -101 /103
Date:
9/18/2019
The EnergyPro computer program has be% used to perform the calculations summarized in this compliance report. This program has approval and is
authorized by the California Energy Commission for use with both the Residential and Nonresidential 2016 Building Energy Efficiency Standards.
This program developed by EnergySoft Software — www.energysoft.com.
TABLE OF CONTENTS I
Cover Page
Table of Contents
Form CF -1 R -PRF -01-E Certificate of Compliance
Form RMS -1 Residential Measures Summary
Form MF -1 R Mandatory Measures Summary
EnergyPro 7.1 by EnergySoft Job Number: ID: 19 - GLS - 101 / 103 User Number: 20648
2
3
10
11
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: CHUO ADD. Calculation Date/Time: 14:26, Wed, Sep 18, 2019
Calculation Description: Title 24 Analysis
Input File Name: 091 - ACACIA DR.ribd16x
CFI R -PRF -01
Page 1 of 7
GENERAL INFORMATION
ENERGY USE SUMMARY
01
Project Name CHUO ADD.
04
05
02
Calculation Description Title 24 Analysis
08
Energy Use (kTDV/ft2-yr)
03
Project Location 43700 ACACIA DR
Compliance Margin
Percent Improvement
04
City PALM DESERT
05
Standards Version Compliance 2017
06
Zip Code 92260
07
Compliance Manager Version BEMCmpMgr 2016.3.1 (1149)
08
Climate Zone CZ15
09
Software Version CBECC-Res 2016.3.1 (1019)
10
Building Type Single Family
11
Front Orientation (deg/Cardinal) 270
12
Project Scope Addition and/or Alteration
13
Number of Dwelling Units 1
14
Total Cond. Floor Area (ft2) 1404
15
Number of Zones 1
16
Slab Area (ft2) 1404
17
Number of Stories 1
18
Addition Cond. Floor Area (ft2) 0
19
Natural Gas Available Yes
20
Addition Slab Area (ft2) 0
21
Glazing Percentage (%) 16.6%
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building DOES NOT require HERS Verification
03 This building incorporates one or more Special Features shown below
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
• Window overhangs and/or fins
-Registration Number:
CA Building Energy Efficiency Standards - 2016 Residential Compliance
Registration Date/Time:
Report Version - CF1 R-06232018-1149
HERS Provider:
Report Generated at: 2019-09-18 14:27:10
ENERGY USE SUMMARY
04
05
06
07
08
Energy Use (kTDV/ft2-yr)
Standard Design
Proposed Design
Compliance Margin
Percent Improvement
Space Heating
7.58
9.87
-2.29
-30.2%
Space Cooling
342.17
324.38
17.79
5.2%
IAQ Ventilation
0.00
0.00
0.00
0.0%
Water Heating
18.63
18.63
0.00
0.0%
Photovoltaic Offset
----
0.00
0.00
----
Compliance Energy Total
368.38
352.88
15.50
4.2%
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
• Window overhangs and/or fins
-Registration Number:
CA Building Energy Efficiency Standards - 2016 Residential Compliance
Registration Date/Time:
Report Version - CF1 R-06232018-1149
HERS Provider:
Report Generated at: 2019-09-18 14:27:10
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: CHUO ADD.
Calculation Description: Title 24 Analysis
HERS FEATURE SUMMARY
Calculation Date/Time: 14:26, Wed, Sep 18, 2019
Input File Name: 091 - ACACIA DR.ribd16x
CF1 R -PRF -01
Page 2 of 7
The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is
provided in the building components tables below.
Building -level Verifications:
• --None--
Cooling System Verifications:
• -- None --
HVAC Distribution System Verifications:
• -- None --
Domestic Hot Water System Verifications:
• --None --
BUILDING - FEATURES INFORMATION
01
02
03
04
05
06
07
Project Name
Conditioned Floor Area (ft)
Number of Dwelling
Units
Number of Bedrooms
Number of Zones
Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
CHUO ADD.
1404
1
3
1
0
1
ZONE INFORMATION
01
02
03
04
05
06
07
Zone Name
Zone Type
HVAC System Name
Zone Floor Area
(ft2)
Avg. Ceiling
Height
Water Heating System 1
Water Heating System 2
Z- 1
Conditioned
A -AC -1
1404
9
DHW Sys 1
n/a
OPAQUE SURFACES
01
02
03
04
05
06
07
08
09
10
11
Name
Zone
Construction
Azimuth
Orientation
Gross Area
(ft2)
Window & Door
Area (ft2)
Tilt
(deg)
Wall
Exception
Status
Verified
Existing
Condition
N - 208
Z- 1
Def Wall Prior to 78
0
Left
208
39.999
90
n/a
Existing
No
E - 432
Z- 1
Def Wall Prior to 78
90
Back
432
112.598
90
n/a
Existing
No
S-208
Z- 1
Def Wall Prior to 78
180
Right
208
0
90
n/a
Existing
No
W-432
Z- 1
Def Wall Prior to 78
270
Front
432
100
90
n/a
Existing
No
1404
Z- 1
Def Roof Prior to '78
1404
n/a
Existing
No
Registration Number:
CA Building Energy Efficiency Standards - 2016 Residential Compliance
Registration Date/Time:
Report Version - CF1 R-06232018-1149
HERS Provider:
Report Generated at: 2019-09-18 14:27:10
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: CHUO ADD. Calculation Date/Time: 14:26, Wed, Sep 18, 2019
Calculation Description: Title 24 Analysis
Input File Name: 091 - ACACIA DR.ribd16x
CFI R -PRF -01
Page 3 of 7
ATTIC
01
02
03
04
05
06
07
08
09
10
Name
Construction
Type
Roof Rise
Roof
Reflectance
Roof
Emittance
Radiant
Barrier
Cool
Roof
Status
Verified Existing
Condition
Attic Z- 1
Attic RoofZ- 1
Ventilated
4
0.1
0.85
No
No
Existing
No
FENESTRATION / GLAZING
01
02
03
04
05
06
07
08
09
10
11
Name
Surface (Orientation -Azimuth)
Width (ft)
Height (ft)
Multiplier
Area (ft2)
U -factor
SHGC
Exterior Shading
Status
Verified
Existing
Condition
6068
N - 208 (Left -0)
6.0
6.7
0.995
40.0
0.51
0.24
Insect Screen (default)
Altered
n/a
5040
E - 432 (Back -90)
5.0
4.0
1
20.0
0.51
0.24
Insect Screen (default)
Altered
n/a
60682
E - 432 (Back -90)
6.0
6.7
0.995
40.0
0.51
0.24
Insect Screen (default)
Altered
n/a
5034
E - 432 (Back -90)
5.0
3.3
1.006
16.6
0.51
0.24
Insect Screen (default)
Altered
n/a
4030
E - 432 (Back -90)
4.0
3.0
1
12.0
0.51
0.24
Insect Screen (default)
Altered
n/a
6040
E - 432 (Back -90)
4.0
3.0
2
24.0
0.51
0.24
Insect Screen (default)
Altered
n/a
4040
W - 432 (Front -270)
4.0
4.0
1
16.0
0.51
0.24
Insect Screen (default)
Altered
n/a
40402
W - 432 (Front -270)
4.0
4.0
1
16.0
0.51
0.24
Insect Screen (default)
Altered
n/a
40403
W - 432 (Front -270)
4.0
4.0
1
16.0
0.51
0.24
Insect Screen (default)
Altered
n/a
8040
W - 432 (Front -270)
4.0
4.0
2
32.0
0.51
0.24
1 Insect Screen (default)
Altered
n/a
OPAQUE DOORS
01 02
03
04 05 06
Name Side of Building
Area (ft)
U -factor Status Verified Existing Condition
3068 W-432
20.0
0.50 Existing No
-Registration Number: Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06232018-1149 Report Generated at: 2019-09-18 14:27:10
CERTIFICATE OF COMPLIANCE RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: CHUO ADD. Calculation Date/Time: 14:26, Wed, Sep 18, 2019
Calculation Description: Title 24 Analysis
Input File Name: 091 -ACACIA DR.ribd16x
CF1 R -PRF -01
Page 4 of 7
OVERHANGS AND FINS
01
02
03
04
05
06
07
08
09
Name
Zone
Total Cavity
01
02
03
04
05
06
07
08
09
10
11
12 13
14
Existing
No
• Cavity/ Frame: no insul. / 2x4 Top Chrd
Overhang
2x4 Top Chord of Roof Truss @ 24
Left Fin
Roof Deck: Wood Siding/sheathing/decking
Attic RoofZ- 1
Right Fin
Wood Framed Ceiling
Window
Depth
Dist Up
Left
Extent
Right
Extent
Flap Ht.
Depth
Top Up
Dist L
Bot Up
Depth
Top Up Dist R
Bot Up
6068
2
0.1
2
2
0
0
0
0
0 10
0.083
0 0
0
5040
2
0.1
2
2
0
0
0
0
0
0
0 0
0
60682
2
0.1
2
2
0
0
0
0
0
0
0 0
0
5034
2
0.1
2
2
0
0
0
0
0
0
0 0
0
4030
2
0.1
2
2
0
0
0
0
0
0
0 0
0
6040
2
0.1
2
2
0
0
0
0
0
0
0 0
0
4040
2
0.1
2
2
0
0
0
0
0 10
0 0
0
40402
2
0.1
2
2
0
0
0
0
0
0
0 0
0
40403
2
0.1
2
2
0
0
0
0
0
0
0 0
0
8040
2
0.1
2
2
0
0
0
0
0
0
0 0
0
OPAQUE SURFACE CONSTRUCTIONS
01
02
03
04
05
06
07
08
09
Name
Zone
Total Cavity
Winter Design
Edge Insul. R -value
Construction Name
Surface Type
Construction Type
Framing
R -value
U -factor
Assembly Layers
0.1
None
0.8
No
Existing
No
• Cavity/ Frame: no insul. / 2x4 Top Chrd
2x4 Top Chord of Roof Truss @ 24
Roof Deck: Wood Siding/sheathing/decking
Attic RoofZ- 1
Attic Roofs
Wood Framed Ceiling
in. O.C.
none
0.644
Roofing: Light Roof (Asphalt Shingle)
• inside Finish: Gypsum Board
Ceilings (below
Cavity/Frame: R-9.1 /2x4
Def Roof Prior to '78
attic)
Wood Framed Ceiling
2x4 @ 16 in. O.C.
R 11
0.083
Over Ceiling Joists: R-1.9 insul.
• Inside Finish: Gypsum Board
• Cavity/ Frame: no insul. / 2x4
Def Wall Prior to 78
Exterior Walls
Wood Framed Wall
2x4 @ 16 in. O.C.
none
0.361
Exterior Finish: 3 Coat Stucco
SLAB FLOORS
01
02
03
04
05
06
07
08
09
Name
Zone
Area (ft2)
Perimeter
(ft)
Edge Insul. R -value
Carpeted
Fraction
Heated
Status
Verified
Existing
Condition
14042
Z- 1
1404
0.1
None
0.8
No
Existing
No
Registration Number: Registration DateMme: HERS Provider:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06232018-1149 Report Generated at: 2019-09-18 14:27:10
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: CHUO ADD. Calculation Date/Time: 14:26, Wed, Sep 18, 2019
Calculation Description: Title 24 Analysis
Input File Name: 091 -ACACIA DR.ribdl6x
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04
Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50
Not Required Not Required Not Required n/a
CF1 R -PRF -01
Page 5 of 7
WATER HEATING SYSTEMS
01
02
03
04
05
06
07
08
Name
System Type
Distribution Type
Water Heater
Number of
Heaters
Solar
Fraction
M
Status
Verified Existing
Condition
DHW Sys 1
DHW
Standard
DHW Heater 1
1
0
Existing
No
WATER HEATERS
01
02
03
04
05
06
07
08
09
10
11
12
Distribution
Supply Duct
Verified Existing
SC Sys Name
System Type
Input Rating /
Tank
Standby
Name
Status
Condition
A -AC -1
Heater
Heating Component 1
Cooling Component 1
Tank
Uniform Energy
Pilot /
Insulation
Loss /
First Hour
I
Tank Location
None
Element
No
Number
Volume
Factor / Energy
Thermal
R -value
Recovery
Rating /
NEEA Heat Pump
or Ambient
Name
Type
Tank Type
of Units
(gal)
Factor / Efficiency
Efficiency
(Int/Ext)
Eff
Flow Rate
Brand / Model
Condition
DHW Heater 1
Gas
Small Storage
1
50
0.527 EF
<= 75 kBtu/hr
0
n/a
n/a
n/a
n/a
SPACE CONDITIONING SYSTEMS
01
02
03
04
05
06
07
08
09
10
Distribution
Supply Duct
Verified Existing
SC Sys Name
System Type
Heating Unit Name
Cooling Unit Name
Fan Name
Name
Status
Condition
A -AC -1
Other Heating and Cooling
Heating Component 1
Cooling Component 1
HVAC Fan 1
Air Distribution
System 1
Existing
No
Existing (not
System
I
I
None
Existing
No
n/a
HVAC - DISTRIBUTION SYSTEMS
01
02
03
04
05
06
07
08
09
10
Insulation
Supply Duct
Return Duct
Verified Existing
HERS
Name
Type
Duct Leakage
R -value
Location
Location
Bypass Duct
Status
Condition
Verification
Air Distribution
Ducts located in attic
(Ventilated and
Existing (not
4.2
Attic
Attic
None
Existing
No
n/a
System 1
Unventilated)
specified)
-Registration Number: Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF R-06232018-1149 Report Generated at: 2019-09-18 14:27:10
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: CHUO ADD. Calculation Date/Time: 14:26, Wed, Sep 18, 2019
Calculation Description: Title 24 Analysis
Input File Name: 091 - ACACIA DR.ribd16x
CF1 R -PRF -01
Page 6 of 7
IAQ (Indoor Air Quality) FANS
01
02
03
04
05
06
Dwelling Unit
IAQ CFM
IAQ Watts/CFM
IAQ Fan Type
IAQ Recovery
Effectiveness(%)
HERS Verification
SFam IAQVentRpt
0
0.25
Default
0
Not Required
PROJECT NOTES
--ALL INPUT DATA, Ii VAC EQUIPMENT, WATER HEATER EQUIP. USED IN THIS CALCULATION WAS PROVIDED BY THE PLANS PREPARER. ANY ALTERATION OR DEVIATION FROM THIS
CALCULATION WILL BE GENERAL CONTRACTOR RESPONSABILITY. -- AC CONTRACTOR SHALL VERIFY LOAD CALCULATIONS AND AC SIZING. HVAC LOADS PROVIDED IN THIS
DOCUMENT ARE APROXIMATE CALCULATIONS. -- ANY REVISION/CHANGE SHALL BE NOTIFIED TO THE ENERGY CONSULTANT TO REVISE COMPLIANCE WITH THE STANDARDS
PRIOR OF HVAC EQUIPMENT ORDER.
-Registration Number: Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06232018-1149 Report Generated at: 2019-09-18 14:27:10
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: CHUO ADD. Calculation Date/Time: 14:20, Wed, Sep 18, 2019
Calculation Description: Title 24 Analysis
Input File Name: 091 - ACACIA DR.ribd16x
CF1 R -PRF -01
Page 7 of 7
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:
Documentation Author Signature: •r'�
Armando Chavez
Signature Date: % „�,r••�" "~�
Company:
9/18/2019
CEA/HERS Certification Identification (It applicable):
Address:
44890 SEELEY
City/StateCzP:QUINTA, CA 92253
Phone: 760 278.1840
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of
Regulations.
3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,
worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Desi er Name:
RUBM ROMERO
Responsible Designer Signature:
Company:
Date Signed:
GLS ARCHITECTURE GROUP INC.
Address:
License:
74991 JONI DR #9
City/State/zi :
Pf�LM DESERT, CA 92260
Phone:
760 340.3528
Registration Number: Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-07312017-695 Report Generated at: 2019-09-18 14:21:01
RESIDENTIAL MEASURES SUMMARY
RMS -1
Project Name
CHUO RESIDENCE'S alteration
Building Type ® Single Family ❑ Addition Alone
❑ Multi Family 2 Existing+ Addition/Alteration
Date
9/18/2019
Project Address
43700 ACACIA DR PALM DESERT
California Energy Climate Zone
CA Climate Zone 15
Total Cond. Floor Area
1,404
Addition
0
# of Units
1
INSULATION
Construction Type
Area
Cavity (ft) Special Features Status
Slab Unheated Slab -on -Grade no insulation 1,404 Perim = 0' Existing
Roof Wood Framed Attic R11 1,404 Existing
Wall Wood Framed - no insulation 1,027 Existing
Door Opaque Door -
no insulation 20 Existing
FENESTRATION Total Area: 233 Glazing Percentage: 16.6% New/Altered Average U -Factor: 0.51
Orientation Area(ft) U -Fac SHGC Overhang Sidefins Exterior Shades Status
Left (N) 40.0 0.510
0.24 2.0 none Bug Screen Altered
Rear (E) 112.6 0.510
0.24 2.0 none Bug Screen Altered
Front (W 80.0 0.510
0.24 2.0 none Bug Screen Altered
HVAC SYSTEMS
Qty. Heating Min. Eff
Cooling Min. Eff Thermostat Status
1 Central Furnace 78% AFUE
Split Air Conditioner 8.9 SEER Setback
Existing
HVAC DISTRIBUTION
Location Heating
Duct
Cooling Duct Location R -Value Status
A -AC- Ducted
Ducted Attic 4.2
Existing
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
EnerqvPro 7.1 by Ener Soft User Number: 20648
/D: 19 - GLS - 101 / 103
Pae 10 of 14
e ;
2016 Low -Rise Residential Mandatory Measures Summary
NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach
used. Review the respective section for more information. 'Exceptions may apply.
(Original 0812016)
Building Envelope Measures:
§ 110.6(a)l:
Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft2 or less when tested per
NFRC-400 or ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011.'
§ 110.6(a)5:
Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a).
§ 110.6(b):
Field fabricated exterior doors and fenestration products must use U -factors and solar heat gain coefficient (SHGC) values from TABLES
110.6-A and 110.6-B for compliance and must be caulked and/or weatherstri ed.'
§ 110.7:
Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked,
asketed, or weather stripped.
§ 110.8(a):
Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material.
§ 110.8(g):
Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g).
§ 110.8(i):
Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing
material must meet the requirements of § 1 10.8 i when the installation of a cool roof is specified on the CF1 R.
§ 110.80):
Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs.
Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average LI -factor must not exceed 0.043.
Minimum R-19 or weighted average LI -factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached
§ 150.0(a):
insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in
direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited
to placing insulation either above or below the roof deck or on top of a drywall ceiling.'
§ 150.0(b):
Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R -value.
Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a LI -factor of 0.102 or less (R-19 in 2x6 or Ll -factor of 0.074 or
§ 150.0(c):
less). Opaque non -framed assemblies must have an overall assembly LI -factor not exceeding 0.102, equivalent to an installed value of R-13 in a
wood framed assembly.*
§ 150.0(d):
Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U -factor.'
§ 150.0(f):
Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without
facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 perm/inch; be protected from physical damage and UV light
deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8
Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This
§ 150.0(8)1:
requirement also applies to controlled ventilation crawls ace for buildings complying with the exception to § 150.0(d).
Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all
§ 150.0(g)2:
insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation.
150.0
§ (q)'
Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a
maximum U -factor of 0.58; or the weighted averse U -factor of all fenestration must not exceed 0.58.'
Fireplaces, Decorative Gas Appliances, and Gas Log Measures:
§ 150.0(e)lA:
Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox.
§ 150.0(e)1 B:
Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area
and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device.'
§ 150.0(e)lC:
Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control.'
§ 150.0(e)2:
Pilot Light. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of
the building, are prohibited.
Space Conditioning, Water Heating, and Plumbing System Measures:
§ 110.0-§ 110.3:
Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated
appliances must be certified by the manufacturer to the Energy Commission.'
§ 110.2(a):
HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.'
Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters
§ 110.2(b):
must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the
cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for
compression heating is higher than the cut-off temperature for supplementary heating.*
§ 110.2(c):
Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a
setback thermostat.'
Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must
§ 110.3(c)5:
meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of §
110.3(c)5.
§ 110.3(c)7:
Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs
or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed.
§ 110.5:
Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances (appli-
ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool and spa heaters.'
Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment
§ 150.0(h)1:
Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA
Manual J using design conditions specified in § 150.0(h)2.
e
2016 Low -Rise Residential Mandatory Measures Summary
§ 150.0(h)3A:
Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any
dryer vent.
§ 150.0(h)3B:
Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by
manufacturer's instructions.
§ 150.00)1:
Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have
R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank.
Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must
be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a
§ 150.00)2A:
nominal diameter of 314 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter;
piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to
kitchen fixtures.'
§ 150.00)26:
Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof
and non -crushable casing or sleeve.'
§ 150.00)2C::
Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.00)2A. Distribution
piping for steam and h dronic heating systems or hot waters stems must meet the requirements in TABLE 120.3-A.`
§ 150.00)3:
Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by
§ 150.00)3A:
aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can
cause degradation of the material.
§ 150.00)36:
Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a
Class I or Class II vapor retarder.
Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a
§ 150.0(n)1:
120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside
termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the
water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr.
§ 150.0(n)2:
Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5.
§ 150.0(n)3:
Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and Certification
Corporation SRCC or by a listing agency that is approved by the Executive Director.
Ducts and Fans Measures:
§ 110.8(d)3:
Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a
contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement.
CMC Compliance. All air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC
§§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSIISMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions
of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or
a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing
§ 150.0(m)1:
(RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with
mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that
meets the requirements of UL 723. If mastic or tape is used to seal openings greater than %, inch, the combination of mastic and either mesh or
tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed
sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain
ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area of the ducts.'
Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction,
§ 150.0(m)2:
connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct
tapes unless such tae is used in combination with mastic and draw bands.
§ 150.0(m)3:
Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes,
mastics, sealants, and other requirements specified for duct construction.
§ 150.0(m)7:
Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or
automatic dampers.
§ 150.0(m)8:
Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible,
manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents.
Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and
§ 150.0(m9:
wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or
plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from
solar radiation.
§ 150.0(m)10:
Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and outer vapor barrier.
Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an
§ 150.0(m)11:
occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in
accordance with § 150.0 m 11 and Reference Residential Appendix RA3.
Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal
§ 150.0(m)12:
conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency,
pressure drop, and labeling requirements of § 150.0 m 12.
e.
2016 Low -Rise Residential Mandatory Measures Summary
Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable
space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the
§ 150.0(m)13:
supply plenum. The space conditioning system must also demonstrate airflow > 350 CFM per ton of nominal cooling capacity through the return
grilles, and an air -handling unit fan efficacy 5 0.58 WICFM as confirmed by field verification and diagnostic testing, in accordance with
Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central
forced airs stems.'
Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor
§150.0(0):
continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of
providing whole -building ventilation.
§ 150.0(o)1A:
Field Verification and Diagnostic Testing. Whole -building ventilation airflow must be confirmed through field verification and diagnostic
testing, in accordance with Reference Residential Appendix RA3.7.
Pool and Spa Systems and Equipment Measures:
Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency
§ 110.4(a):
that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater
without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric
resistance heating.*
§ 110.4(b)1:
Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated
suction and return lines, or built-in or built-up connections to allow for future solar heating.
§ 110.4(b)2:
Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover.
§ 110.4(b)3:
Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that
will allow all pumps to be set or programmed to run only during off-peak electric demand periods.
§ 110.5:
Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light.
150.0
§ (p)'
Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow
rate, piping, filters, and valves.'
Lighting Measures:
§ 110.9:
Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements
of § 110.9.'
§ 110.9(e):
JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must
be certified to the Energy Commission according to Reference Joint Appendix JA8.
§ 150.0(k)1A:
Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A.
Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or
§ 150.0(k)1 B:
other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or
fanspeed control.
Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC)
§ 150.0(k)1 C:
labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1 C. A JA8-2016-E light source rated for
elevated temperature must be installed by final inspection in all recessed downli ht luminaires in ceilings.
§ 150.0(k)1 D:
Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than
20 kHz.
Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no
§ 150.0(k)1 E:
more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled
by vacancy sensors.
§ 150.0(k)1 F:
Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods)
must meet the applicable requirements of § 150.0(k).*
Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply
§ 150.0(k)iG:
with Reference Joint Appendix JA8. Installed lamps must be marked with "JA8-2016" or "JA8-2016-E" as specified in Reference Joint Appendix
JA8.'
§ 150.0(k)1 H:
Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with "JA8-2016-E."
§ 150.0(k)2A:
Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A.
§ 150.0(k)2B:
Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.'
§ 150.0(k)2C:
Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually
switched ON and OFF.
§ 150.0(k)2D:
Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions.
§ 150.0(k)2E:
Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with
150.0(k).
§ 150.0(k)2F:
Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9.
Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it:
§ 150.0(k)2G:
functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of §
130.5(f); and meets all other requirements in § 150.0(k)2.
Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the
§ 150.0(k)2H:
following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of §
130.5ft and all other requirements in § 50.0(k)2.
§ 150.0(k)21:
Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it
provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2.
a,
2016 Low -Rise Residential Mandatory Measures Summary
§ 150.0(k)2J:
Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must
be controlled by a vacancy sensor.
§ 150.0(k)2K:
Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with
Reference Joint Appendix JAB, except luminaires in closets less than 70 square feet and luminaires in hallways.*
§ 150.0(k)2L:
Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems.
Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other
§ 150.0(k)3A:
buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item
§ 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or
EMCS.
Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies,
§ 150.0(k)3B:
and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with
either § 150.0(k)3A or with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0.
§ 150.0(k)3C:
Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by
150.0(k)3B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0.
§ 150.0(k)3D:
Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more
vehicles per site must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7, and 141.0.
§ 150.0(k)4:
Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of
ower as determined according to § 130.0(c).
§ 150.0(k)5:
Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the
applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0.
Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior
§ 150.0(k)6A:
common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that
building must be high efficacy luminaires and controlled by an occupant sensor.
Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior
common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must:
§ 150.0(k)6B:
i. Comply with the applicable requirements in §§ 110.9, 130.0, 130.1, 140.6 and 141.0; and
ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least
50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress.
Solar Ready Buildings:
Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the
§ 110.10(a)1:
application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the
requirements of § 110.1 0 b through § 110.10(e).
§ 110.10(a)2:
Low-rise Multi -family Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § 110.10(d).
Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke
ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 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 than 80 square feet
each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas
§ 110.10(b)1:
greater than 10,000 square feet.
For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250
square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang
of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less
than 15 percent of the total roof area of the building excludinq any skylight area.'
§ 110.10(b)2:
Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north.
§ 110.10(b)3A:
Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof
mounted equipment.*
Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the
§ 110.10(b)3B:
distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of
the nearest point of the solar zone, measured in the vertical lane.'
Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof
§ 110.10(b)4:
dead load and roof live load must be clearly indicated on the construction documents.
Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for
§ 110.10(c):
routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of
interconnection will be the main service panel); and a pathway for routing of plumbing from the solar zone to the water -heating system.
§ 110.10(d):
Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through
110.10 c must be provided to the occupant.
§ 110.10(e)1:
Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps.
Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit
§ 110.10(e)2:
breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or
main circuit location; and permanently marked as "For Future Solar Electric".
JCM Inspections
39725 Garand Lane Suite F
Palm Desert, CA 92211
IL
INSPECTIONS Phone: (760) 275-5020 - Fax: (760) 327-8907
icminsDections@amail.com
—i LM�A
INSPECTIONS
Description of Work Inspected:
Epoxy Anchor Bolts as per Detail 2/S1
1) 5/8" anchor bolts for Holdowns were epoxied Vertically into existing concrete @ Great Room -
North Wall (2 HD)& Hallway - East Wall (1 HD)
2) Prior to epoxy. injection, I inspected:
a) Diameter of holes: 1/8" larger than Bolt diameter
b) Depth of holes: 12" embedment (as required)
Work complies with written approval from Structural Engineer and ICC Evaluation Report # 2508
EPDXY INSPECTION
REPORT
11/27/2019
Contractor's'Representative:
�.
8003124
Project Name
Project No:
Chuo Residence
Permit# RRAD19-0197
19-1125
Project Address
City
State
Zip
43700 Acacia Dr.
Palm Desert
CA
Client
Sub -Contractor
Owner
General Contractor
Architect
Structural Engineer
SAG Tile & Stone
Charles D. Garland
n Anchor Bolts Rebar
❑X
UNRESOLVED
X❑
IBC
None
Epoxy Type: Epoxy Shelf Life:
Simpson Set XP
August, 2021
Q CBC
other:
❑ See Below
Hole Cleaning Method(s):
Blown clean with compressed air, brushed & were dry
Description of Work Inspected:
Epoxy Anchor Bolts as per Detail 2/S1
1) 5/8" anchor bolts for Holdowns were epoxied Vertically into existing concrete @ Great Room -
North Wall (2 HD)& Hallway - East Wall (1 HD)
2) Prior to epoxy. injection, I inspected:
a) Diameter of holes: 1/8" larger than Bolt diameter
b) Depth of holes: 12" embedment (as required)
Work complies with written approval from Structural Engineer and ICC Evaluation Report # 2508
1 hereby certify that I have inspected all of the work, unless otherwise noted, and to the best of my ability I have found this work to comply with
the approved plans, specifications applicable building laws. Final report issued at wolect completion.
Inspector:Mich I 'gu z ICC Certification No:
Contractor's'Representative:
�.
8003124
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