HomeMy WebLinkAboutPVTG18-0018APN/TractlLot No: Owner: Contractor: Applicant:
624191002 �ISA D AHUERO DOUGLAS J AHUERO
SHADOW VILLAGE 1 9091 MAHALO DR 74055 ASTER DRIVE
32 HUNTINGTON BEACH, CA 92646 PALM DESERT, CA
(714)943-6406
LicensetlContrecto�Declara£on Fee Summary
IherebyaHrtmuntleroenallvofoerurvthallamlicensetluntlerpmNsionsolChapler9 qpCHNEFEE-B.5X11UPT011X1] GL-110000o�3d11600 §350
(commencing wi�h Seclion ]000) of Dlvision 3 oi the Business antl Pmfessions Cotle,
— antl my license is in full force antl effect ARCHNE FEE - PLANS GL-1100000-3411fi00 515 20
Initial
GREEN BLOG FEE SB1413 GL-fi100000-2281000 53.00
Owne�-Bultle�Decla�d£00 PERMITISSUANCEFEE GL-1100000-3411400 510500
� I he�eby afOtm untlet OenalN oi oer ury thal I am exempt ffom the CoN�adors' Siate P�N CHECK MINIMUM FEE GL-110000o-3411400 5168 QO
LicenseLawforihereason(s)indicaledbelowbythecheckmaB(s)i�aveplacetlnen RESIDENTIALREMO�ELINSPECTION GL-1100000-3221100 5159D0
b �he applma0le item�s) Section ]031 5 Business and Pmfessions Code. Any city or SMIP PEE - RESIDENTIAI GL-61 00 00 0-2 2 8 4 000 S]28
county whmM1 requires a permi� to cons�mcl, alter, impmee, tlemolish, o repair any
swcWre, pnor �o Issuence, also rapuires me applicam for Ine permn m M1le e signetl Tolal Feas Pald- §460.98
stetement iM1at ha or she Is Ilcensetl pursueN �o Ihe provisions of tha ConYrec�ors' S�ate
LicenseLaw(Chap�er9(commencingwlihSection]000)of�ihsion3oflheBusiness lhere6yal/irmuntlerihepenalryofperjurythaifhereisaconsfmcfionlentlingagenry/orthe
antl Pm(essions Code) ortM1at he or sM1e is exempt antl the basis for Ihe allegetl performance olthe wark for which Nis pe�mtt is issuetl (Sec J09], Civil Cotle)
exemp�ion. Any vlolation of Section ]031 5 �y any appliwnt fo� a pertnit subjecls the Lentlers Name antl atltlress
eppllcent to a civil penalty of not more �hen (ive huntlretl tlollars (5500).)
I, as owner o( Ihe pmperty, or my employees wM1M1 wages as their sole compensalion, Asbesfos D¢Cldfdfi00
/ will tlo Ihe wo�k, antl tM1e stnmW�e Is not intentletl o� ofle�e0 fo� sale (Sec. ]044,
Businees entl Professions Gotle The Goo�ractore' Stale Licanse Law tloes not apply �o W�ipen asbestos notiilcation pursvent to Pe� fi1 of Ttle q0 of �he Cotla of Fetlerel Raguletlons Is requiretl
an owner of property who �uilOs or improves tM1e pmpepy, p�oNtletl ihal �he when asbeslos edsts In bulldings, or potlions ihereof, undergoing demoli�ion. I here�y tleclare that
impmvements ere not intentletl or oReretl for sala I( howevar, ihe bolltling or tlemolltion authonzetl by Ihis permit Is from consVuction Ihat tloes or _ does not contain
Improvement is sold wit�m oneyaaro� completion, tFe Owner-Builtlerwtll �ava Ihe asbestos, or I�at _oa tlemolition Is au�holrzetl by Ihis pertnit.
burtlen af promng Nat It was not bml� or improvo0 for the purpose ol sele.7
NOTICP. Vou may pm�es� any o1 �he fees for thls permlt in accortlance with CA Gov Cotle Sec. 66020
� (a). The pm�est must setis(y the requlrements oi Goa Cotle Sea 86020(a) end musl0e flled within BO
I. as owner of ihe property, am excluslvety mn�racting wil� Ilcensed conVactors to tlays of lhe date of iFis notice. In atltli�ion, you must tentler paymenl of the prolestetl fees at YM1e time of
conslmct �he pm�ect (Sec. ]044, Busness antl Pmiesslons Cotle. The Conhac�ofs Ihe payment or proNde evitlence o( arrangements lo pay tM1e protestetl fees or exadions a� the �ime t�ey
License Law tloes not apply to an owner of pmpetly w�o bwlds or impmves Ihereoq are Que if t�ey are not alreatly tlue.
and who conVacis for such pro�ects with a licensed conVactor pursuant to the
Conirectors Sta�e Lioanso Lew )
� I am exempl from L¢ensure untler Ne Contradors' State License Law for ihe
tollowmg reason
5��/�� 2 � �
Detel&qnaWreofpmpetlyownaroregent �
Workers' Comoensation Oeclaretion
WFRNING FAILUNE TO SENRE WORRERS' COMPENSATION COVERFGE IS ONLPWFIIL AN� SHALL
SU6JECT AN EMPLOVEF TO CFIMINNL PENALTIES fiN� CIVII FlNES UP ID �NE HUN�REO THOOSNNO
OOLLARS �5100,000�, IN P�DITION TO THE LOST OF COMPENSPTION Dl�MAGES PS pRONOEo FOR IN
SECTION ]106 OF THE tABOR C�oE, IMEqEST, pN0 NTTOFNEY'S FEES.
I herebv aRrm untle� �he ocnaltv of vei ury ONE o! tM1e follow'no tleclaraFons�.
I118V2 dlld WIII RI31lIIBI(I 2 CBN��CBIB O� COl16El11 �0 SBI(il1611(B f�f WOf�(Bf5
- compensa�ioq issuetl by �he 01�¢c�o� of Intlus�nal Relalions as pmvitletl (o� by Sec�ion
Inilial ��00 of tlte Labor Cotle, tor �he pertormance of Ihe woB (or which ihis permit issuetl
Pabcy No
I hew antl wtll maintain wo�ltees' compansalion msvrence. as �aqmxd by Sec�ion
3�0� O( (h2 LdbO! COdB� �Of lYl2 PBIfOlf113(IC2 Oi �I10 WOfk (0! Wi11Cf11F116 PBflI11I �IS
issuetl MywoBers'compensationmsurancecarneranapollcynumberare
Initial
Carner& Polmy Number
Eryirdtion Dale
I cetlify t�at in t0e peRo�mance of tM1e wo�k for wM1iGh t�is permi� Is issueQ I shall not
employ any person m any manner so as to become subject to Ihe workers'
compensation laws ot Califorrna antl a e t at if houl be me subjecl lo Ihe
workers' mmpensa�ion pmNsions o( eclio 3 of or Cotle, I shall (otlM1witM1
compiywi� t�o pmesans.
Inlfial Date � � �� qppllcan� � �
Project Address: 74055 ASTER DR Project Description: DETACHED RV GARAGE
i ., :
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'�'i+°.`a �g�s
City of Palm Desert
Department of Building and Safety
Buildinq Permit Application
(For OKce Use OnlyJ
JOB ID: �" v 1�-'��� �"I�
PLANS FILED: �� (��
Project Address: 7y�SS i� ST�2 �Ci ✓L A�"� �ESE,C1- Suite #_
Total Value of work: $ Su�U�'n Note: Plan Review Fees may be adjusted afferPlan Review
D - �'�
Contraetor Business Name Property Owner Namp�
�ku las .i Ahuerc
Address Atldress
7�c�S3" AsrE� � �_ � ✓c
Ci[y Zip City �2 �.,h �c 5�; T ZIP �/�:��
Phone Phone
7iy `��/3 G� CU -
Fax Fax
E-mail E-mail /
� rC�C1" y� �'� � �� I�CY� . �G."-�
Contrector License No.
❑Architect Name �Designer Name Engineer Name �
Lc%AAE" ��reN�r
„5 � �"� ARL'N �TEc'r-
Address �/ Address
(�.�7$- V=2l3E�11A �civ�' //1% CJ 1DANci STPLEr S�t �C�i/i
City N S f�,Ut� ZiP `/G% City �LD�7Al17S ZIP %?�{C�/
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Phone _7�O J' _�� 5 Phone ��� 3� 7 v� �%G
/
Fax Fax
E-mail E-mail
,✓: �G�� f � "�e% r C � �7o f,or�;`„ �, CC?�'�9
License No. License No. j � I�O
Applicant Name Signatur /i� Date
�vU�.I�LS J ��ic/�Z � /D��S�/�G'
Contact Telephone Number E-Mail
�/ �l �1'S�3 �i �/O� �yrc�oy �iiU � ycctico, ccC��-�
PLEASE COMPLETE THE REVERSE SIDE
73-510 Fred Waring Drive, Palm Desert, CA 92260 •(760) 776-6420 •(760) 776-6392 fax • www.cityofpalmdesert.org
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STRUCTURAL CALCULATIONS
DETACHED RV GARAGE
FOR:
AHUERO'S RESIDENCE
74055 ASTER DR.
PALM DESERT, CALIFORNIA
CHARLES D. GARLANq 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
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�{,P":'3}"'�`°:.l'�r� � . ��.
�r � ��Y OF PALM S��-r �
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STRUCTURAL CALCULATIONS
�
❖ GOVERNING CODES .....................page 3
❖ LOAD .......................................................Page 4
•:� BEAM .................................................. Page 5
❖ LATERAL ANALYSIS ........................ Page 12
❖ SEISMIC ZONE ............................ Page 16
❖ SHEAR WALL REQUIREMENTS.... Page 18
•:� FOUNDATION ............................... Page 20
STRUCTURAL CALCULATIONS
�
GOVERNING CODES
A- IBC 2015 OR CBC 2016
B- DESIGN LOADS
a. ROOF LIVE LOAD 20, PSF
b. ROOF DEAD LOAD 15 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 510.6g
j. FACTOR R 6.5
k. SEISMIC SDs 1.00
I. SEISMIC SD10.60
STRUCTURAL CALCULATIONS �
LOADS : � � � j ;
- �-�- _
ROOF
FLAT ROOF
PSF
TAPERED SPRAY FOAM 2
30# ROOFING FELT` 1
5/8" PLYWOOD SHEATHING 2
2X12 ROOF JOIST @24" O.0 3
EXTERIOR WALLS : PSF
WOOD STUDS = 2
1/2" GYP BD. = 2
7/8" STUCCO = 10
INSULATION= 1
D.L.= 15 PSF
. __
R-381NSULATION 2 i �
5/8" INSULATION 3 �
5/8" GYP. BD. CEILING 2 �
D.L.= 15
L. L= 20
TOTAL LOAD = 35 PSF
INTERIOR WALLS :
PSF
WOOD STUDS = 2
V2 GYP.BD2SIDES = 3
INSULATION = 2
D.L = 7 PSF
STRUCTURAL CALCULATIONS �
BEAM DESIGN
HDR #1
SPAN = 4.0 ft
TRIB. AREA = 12.0 ft
D.L= 15.0 Ib/ft
LL= 20.0 Ib/ft
TOTAL 35.0 Ib/ft
DOUGLAS FIR-LARCH No 1=
Fb = 1000 psi
Fv= 95 psi
E = 1700000 psi
1 25'
1 00
1 00
1 0�'
1.00
1.00
1.00 W = 420.0 Ib/ft
Load Factor Co=
Wet. Sennce Factor G.,=
Temperature Factor Ct=
Size Factor CF=
Repetiti�e m. Fact. Cr=
Incising Factor Ci=
Shearstress FactorCH=
a2o im« . . . .
E 4.00 f1
BENDING
F"b = Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci)
F"b = 1250 psi �
Req"d S= M/ F"b S= 8.06 in^3
f b = M/S
ALLOW F"b = ACT. f b= �
1250 psi > 363.5 psi
SHEAR
F'v = F�(CD)(CM)(Ct)(CH)
F'v = 119 psi
DEFLECTION
5W�L^4 = 0.02 in
384 E' I
fv= 1.5V/A
> fv= 41.65 psi
E'= E (G.,)(G)(C�) 1700000 psi
BEAM
d max = L/ 240 = 020 in
M=WxL�/8
M= 840.0 ft-Ib
M= 10080 in-Ib
V=WxL/2
V= 8401b
USE
6 X 6 Area = 30.3 in^2
Section= 27.7 in^3
Moment of Inertia= 76.3 in^4
OK
OK
OK
6X 6
STRUCTURAL CALCULATIONS �
BEAM DESIGN
HDR#2
SPAN = 6.00 ft
dist. (a)= 3.00 ft DOUGLAS FIR-LARCH No 1= Fb = 1000 psi
dist (b)= 3.00 fl Fv= 95 psi
E = 1700000 psi
� P= 500 Lb LOAD FACTOR Co= 125'�
--.. .. . ....._
Wet.Servicefactor CM= 1.00
D.L 15A Jb/ft Temperaturefactor Ct= 1.00
L.L. 20.0 Ib/ft Sizefactor CF= 1.Od"
TOTAL 35.00 lb/ft Repetiti� m. Fact. Cr- 1.00 —�
TRIB.AREA = 10 ft Incising Factor Ci= t00'
Shear stress Factor C„ = 1.00
P= 500 ib W= 350.000 Ib/ft
a� b_ M=WxL�/B+Pab/I
. a . a—� M= 2325.0 ft-Ib
a� ibm M= 27900 in-Ib
R1= f __ R2='t V= R1= W L/2 + Pb/L
soo.a R1= 13001b
BENDING V= R2= W L/2 + Pa/L
F"b = Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci) R2= 1300
_ _ ._r..
F"b = 1250 psi
USE
Req"d S= M/ F"b S= 22.32 in^3 6 X 12 Area = 63.25 in^2
Section= 121.2 in^3
f b= M/S Inertia= 697.1 in^4
F"b = 1250 psi > f b= 2302 psi OK
SHEAR
F"v = F�(CD)(CM)(Ct)(CH)
F"v = 119 psi
DEFLECTION
5W�L^4 + pa^2 b^2 =
384E'I 3EIL
fv= 1.SV/A R= 130
> f v= 30.83 psi OK
0.012 E"= E (CM)(Ct)(C170000(
�/ max = L/ 24A.30 in OK
BEAM 6 X 12
STRUCTURAL CALCULATIONS �
BEAM DESIGN
BEAM #1
SPAN = 16.0 ft
TRIB. AREA = 4.0 ft
D.L= 15.0 Ib/ft
L L = 20.0 Ib/ft
TOTAL 35.0 Ib/ft
DOUGLAS FIR-LARCH No 1=
Load Factor Co=
Wet. Service Factor C���=
Tempereture Factor Ct=.
Size Factor G=
Repetitise m. FacL Cr=
Incising Factor Ci=
Shearstress Factor CN=
�viv�iiiiiuuuiiiiiiiiiiiiiuii�.^iiiifiiiiri�iiiiiioiiiiriiii�iiiouiiriiilriiiiiuicusii
♦ �
1600-ft
BENDI NG
F"b = Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci)
F"b = 1250 psi
Req"d S= M/ F'b S= 43.01 in^3
f b = M/S
ALLOW F"b = ACT. f b�=
1250 psi > 728.2
SHEAR
F'v = FKCD)(CM)(Ct)(CH)
F'v = 119psi
DEFLECTION
5W�L^4 = 029 in
384 E" I
psi
fv= 1.5V/A
> fv= 42.66 psi
E"= E (C�.,)(G)(C�) 1700000 psi
d max = L/ 240 = 0.80 in
Fb = 1000 psi
Fv= 95 psi
E = 1700000 psi
125�
1.00
1.00
t Od"
1.00
1 00
1.00 W = 140.0 Ib/8
M=WxL'/8
M= 4480.0 ft-Ib
M= 53760 in-Ib
V= W x L/ 2
V= 1120 Ib
USE
4 X 12 Area = 39.4 in^2
Section= 73.8 in^3
Moment of Inertia= 415 in^4
OK
OK
t.
OK
BEAM 4 X 12
OR
PARALLAM 5 1/4" X 11 '
STRUCTURAL CALCULATIONS �
ROOF JOIST
C+qaC:7a455AST£ROR.AHUERbR£SIDENCE y '�jWY �Stru�ai¢9.0 ----^^--`� �
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[20151MerrwNonai 8�ildtn9 Ca4e{2075 NC5Si7 �e,. ",� "
i,75 IN x i A.875 IN x 23.0 �7'
�§E M;aa�imn -ilave� Tivs Jrnst SwCak vartiqn tp.p.t 6 2ttM20t9 t:52:58 PM
$c�cuon AdeQuate 6y: 10.$ %
CtJnWli.ng KUCWf� DOaIOGUWt
DEFL£CTWN5 ,�,gn1@[ �
lrre Lo�d O.S4 iN ii504
i3ead Lnad 0.50 in
TtlWt I.oid 1.06 M U266
iive 4wd be9ection CriterYa: U3b9 totai loaC Detfectiar� Cr.tena: U240
$£B.G.b4.N� fl d -��
irta Loatl 460 {b 466 ib
Daa� i.oatl A40 W d20 ib
Tofattoad 830 ?b 88b ib
8aenn 1.cnqvr �J.67 in C1.87 in
S,Ej,+�I DATA ' n r
Sp:mia�!6 23 R
Unoracod inngSh.Fop Q tt
iJnbracM LengU��Bottom Y3 ft
Lsue �oad puretion Fa<.or �.00
Noteh bepth D W �,_„�__,�___�_,_�
Utti£OM2M LOA63 Ce��ar
t.9EMicra!am-ii.evetTnrsJast Undamliveioad AD Pii
Beae Vaiues pd1t1519g ilnifcrm Dead LoaG 30 pH
Se�Wirg Sffess: �b �= 2SD9 Osi fb' = 26tl6 pse $eam Sett WeghS $ Oif
CU=#.Gm CFnt.W 7atsi Uni(ortn Loe6 78 cR
ShearSVess: Pv= 285 psi fJ= 2$5 psi
Cd=t.b0
#AbtlLius W Eld6kkiry' @= typ0 ksi E' = tgpp kst
Canp.�toGrain: Fc-i= 750 csi Kc-i`= 75ts �
Cnatrdllrigliamenk 50S�II�Itr
11.5 F: hom 3<h wppaft o1 span 2(CeMer Span)
CreeteC by wrr.bining aii 4ead iaads a(M IHa baCs on span(a) 2
Controll7ng 5Mer. 88016
At Iafl wppon ni spxn 2;Center Span}
Ctuatatl by combining ali tlead laads and tiv¢�lnaCs on span(x) 2
CompaA¢ons w'M mquUad aectlarY�: [{y,ytj �r yyjg(
$ectio� Motlulus: 23.39 in3 ki.73 in3
hm9 {Shaaej: b.63 Ya2 20.7$ in2
Aiom¢nt at tnarpa Cda�netion}: 220_39 iM 2A-0.21 ind
Momenf: S45$ A.10 $823 fl�36
Shc:v': 88i} Ib 3948 !C
STRUCTURAL CALCULATIONS
-----,
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ROOF1015T
�StruGalc 9.0 case
PreJori' 7A055 ASTER �R AHUEE20 RESIDENGE °�. T's' � �
Lbcafroe: lhL63
Mutu-taadee MNti-6pan Beam
G
�2015 Entematlonai 8ulMlrx� Gotla{20'I S hDS)j �.,„,
3.51N>.�1875Mx23AFT
2-PEPat3112m-iL3va37rosSol51 S±�UGa7cVarslorilGD.1.8 ?✓tYZQ193'S728PM
Sm.-tian AdcauaRe BY: ttA2°5
Controifing FatEqr. Dc4oclion
OEFLEC'f�ONS �r r� J—�
iive Laatl 0.2H IN V885
Oead Load 0.43 in
Tota1 6oad � i6 iN V363
Lave Laad (7eflecCicn Critena: UZaO totai loeQ Defieaion Cntens: Ui84
REACTIONS Q $ �� �
lrvel.oatl II3a ih 45a ib
Dsad I.oad 696 4b 722 Ib
Totei Ebad ta2$ ib 11g0 Ib
Soerla, len th 0,43 in 4A5 In
SEM4 DA7A eemer �
S�an Lonqth 23 R
Unbracatl LengM�iap 0 ft
UnMar,eb LengYn-Battom T3 }t
l.tve I.nPd Dvtaflon faehv 1.15
NpiGhDBpSh 4.W
�x�{�(�j PftUPfRT1ES —_—"".v.��� UMFORMIOAOS Co e
2AE Perallam - ft.evel 7rus JWst VniForm l3ve Loatl 3o prc ����
�ase Vnluas � sictl �"��^^ bead Load dd pi!
&erainBStress: Fb= 2900pei �p'= ggg9ps} geamSelfWeighf 43 pli
Gtl=t15 Cf=t.PO T6bS VnAdrm Lvad 83 �It ��
5hearSVess: F'v= 290 psi fN= 336 psi PDiN1tOA05-CENTERSPAH
Cd=1.15 loi�tl Number � ryey
Mod�WSPfEiasp�ity' E= 2tlOP�s+ E'= 2b003Csi EiveLoaO 1tl01b i041h
Comp-1ioGrain: *c��-= 75Qpsi�. �c-1'= 759pa; Duatlload 1�3ib SOOIb
LOC2ti0n 11 fl 15 R
CorHroiiEmg Momenl: 7395 fldb
14 2l Ft trom lefl support aP spen 21Genter Span}
Created by combining ali deau luadb's�i IIv¢ Iqadsqn span(s) 2
Comrolifny 5bear: -918b Ib
Ai rlght suppoq o'sRan 2(Cerner gp�n)
CruatW by combining aB deau loaas arod five loatls on span(s} 2
CompaAsane with re�ulretl ssetlms: $yy;Q @EyyjQgQ
'� Dcn hbGu3us', 26.58 in3 82.26 in3
area isneere s.si mz as.sG �nz
6lomanibfknenia(Eollecfion�: 223.8A inA b88.A1 vnb
bloment ]391 fi-Ils 22888 !#-Ib
Shear -ti$610 424t ib
STRUCTURAL CALCULATIONS
��
Wind Analysis for Low-rise Buiiding, Based an ASCE 7-2016
LATERAL FORCE ANALYSIS
IBC 2015 CBC 2016 ASCE 7-16.
W I N D: 710 mph Exposure C
a��os� qz= 0.00256X Kz Kzt Kd Ke V^2 I
INPUT DATA
Exposure category �e, c or q aSCE 7-ts zs.�.a� C
Importance factor �asce z�s raeie t5-z) �w = �_pp V
Basic wind speed (nsce �-�o zss.� or 2mz �ec) V= 110 �
Topographicfactor�asc��-mzs.esTob�za.e-�� K�� = 1.00
Buiiding heightto eave
Building heightto ridge
he = 9
hr = 11
qn = velocity pressure at mean roof heighk h. (Eq. 283-t page 298 & Eq. 30.3-0 page 316)
Kh=velocirypressureexposurecoefficientevaluatedatheighqh,�Tab.2H.3�t,pg299) _
Ke =�ntl direc[ionaliTy factoc (7ab. 26.6A, for building, page 250) _
h= mean roof height <60 ft, (Sa[isfactory] (ASCE 7-16 262A � _
< Min �, B�, [Sa6shctory] (ASCE 7-06 2622)
Ke = groumd elevation factor (1,0 per sec.26.9 )
}
O.Bb
.
0.85
10.00
qz= 22.38 PSF 28AA Minimum Design Wind ioad Sall BOT be Less than t61b/fi2 muitiplied 6y the wall area
S Ibf ft2 multipiied by the Roof area of the building verticai plane
WIND LOAD = qz"(tE+2E+3E+4E+9.18)"H72+(Hr-He)
ANALYSIS WIND LOAD= 183 # ft
P= 9n IIG CPr )-IG �a� )�
where: p= pressure in appropriate zone. (Eq. 28.3-1, page 2 pm�� = 16 psf (ASCE 7-06 28.3.4)
G Cp f= product of gust effec[ factor and extemai pressure coefficient, see table below. (Fig. 28.3-1, page 312 & 373)
G Co; = pmductof gus[ effectfactor and internal pressure coefficient.(Tab.26.13-t, Enclosed Buiiding, page 271)
a= width of edge strips, Fig 28.4-t, note 9, page 301, MAX[ MIN(0.16, 0.1 L, 0.4h), MIN(0.048, O.O4L�, 3] _
Net Pressures (ps�, easic Load
RoofargleP= 15.64
SURaca NetPressurew�t
GCar ,..,., , �..,.
1 0.49 6.68 '14.37
z -o.ss -is.sa -iaso
3 -0.45 -13.43 -5.73
4 -039 -72.17 -4.48
5
6
tE 074 12.08 1977
Roof
GCo� '
-0.45
-0.69 '
-0.37 ���',�.
-0.45 '
0.40
-a29
-0.48
le � = 0.00
Net Pressure with
'��pll I ��Pl.
-13.47 -5.��
aa.so -io.so
-1776 �.06
-13.47 -5.77
4.70 72.40
-10.05 -2 35
-14.11 -6.41
Net Pressures (psfl, Torsional Load Cases
Roofangle0= 75.64
SuKace NetPressmewtlh
GCor (+GCpi) i"GCa�)
1T 0.49 1.67 3.59
2T -0.69 -4.65 -2.73
3T -0.45 -3.36 -1.43
4T -0.39 -3.04 -1.12
RoofargleU = 0.00
Surtace Net Pressure with
GC°� i*GCp�) �-GCpJ
5T 0.40 1.�8 3.10
y� a z �
x x xa �
���\ 5,�� I'� ��+`R x� < M1 � li�
y_�� ./H R Q� /�C
/ - a
,i y
if t � IE ! 3 F f 1 1[ * 5
YppiNY4HFA MLpf[PR1[P ��E� F6RLV[[ttE1�A
e�r,���Kw .e h XW pPECMn �`ntl.'HcIYM h �" W166MtlRM
Load Case A{Transverse) lood Case 8{langitudinal) Load Cbsa A(iransverse) Load Casa B(l.ongitudinal)
9asic Load Cases Tarsionai �oad Cases
STRUCTURAL CALCULATIONS
I1
Basic Loatl Case A(Transverse Dir
Hrea Pressure(k�wi1M1
SUM1dre
(n'I NGCpJ (�CpJ
1 990 661 1423
2 2337 33.46 -2548
3 2337 31.38 -13.39
4 990 42.05 -4.43
1E 110 133 2.18
2E 260 -6.94 -4.94
3E 260 3.57 -257
4E 110 -0.79 -0.94
Hanz. 17.86 1I 88
� Vert. -83.15 -44.6]
Mm. wina Hanz. 28.80 28 80
2a.a.a Vetl. -8000 -8�.00
ction�
Basic Loatl Case B(LongiNtlinal Direction�
Area Presmre (k) wAM1
Surtace
P'I (+GCpi) (S7Cp,)
2 2337 A3.46 -2548
3 2337 -27.48 9 49
5 608 2.66 7.54
6 608 -6.11 -1.43
2E 260 -694 3.94
3E 260 394 -1.94
5E 117 1.08 1.98
6E 117 -0.53 -O.fi3
Honz. 11.57 115�
s'
Vert. -68.�5 32.37
Mln. wina HOnz. 11.60 11.60
�ea< Vert. -80.00 -B0.00
Torsional Loatl Case A Transveree Direction
Aree Pressure (k) wI�M1 Torslon (ft�k)
sumce
lM1� (*GCpi) ("GCo,) (*GCo,) (-GCpi)
1 440 2 94 6 32 66 142
2 1038 -0932 -11.32 -117 -69
3 1038 -13.94 -5.95 85 36
4 440 -5.36 -19] 121 44
t E 110 7.33 2.18 80 98
2E 260 -6.94 -494 -84 -60
3E 260 3.57 -25] 55 31
4E 110 4.I9 -0.94 80 42
iT 550 092 1.98 -23 -09
2T 1298 -604 3.54 41 24
3T 1298 � 36 -1.88 29 -� 3
4T 550 -0.67 -062 -02 -15
TotalHonz.TorsionalLoatl, Mr p�p p�p
TorsionalLoadCaseB(Lon itutlinalDirection
Area pressure (k) wtl� Torsion (M1-kJ
Surtace
��� (*GCPJ (-GCpJ NGCoJ (-GCeJ
2 233] -43.46 -25.48 -29 -1]
3 2337 -27.48 -9 49 19 6
5 246 1.15 3 04 11 29
6 246 -2.47 -0.58 23 5
2E 260 E.94 -494 89 63
3E 260 3.94 -1.94 -50 -25
5E 117 108 198 24 44
6E 11] -7.53 -0.63 34 14
ST 363 0.43 1.12 -5 -13
6T 363 -0.91 A21 -00 -2
Toial Honz.Torsional Loatl, Mr 104.6 1046
Design pressures forcomponents and clatltlinu r �' r' �'
� ^ � 33 a
P= QnI (G Cp) -(G Co�)1 " i 'i �i i
where: p=pressureoncomponent(Eq.30.4-1,pg318) f��: si� z� --_. ,i_�i i_iz
u u � � � � C �
Pmin= 18-00 psf(ASCE7-103022) i Ji
���__�y� '___
G Cp = e#emal pressure coeRicienl. W o I Is
seelablebelow.(ASCE1-103042) Roo( �- Roof e<
STRUCTURAL CALCULATIONS
�z
CALIFORNIA BUII,DING CODE 2016
MAXIMUM CONSIDERED EARTHQUAKE
GROUND MOTION FOR REGION
STRUCTURAL CALCULATIONS
Design Ntaps Summary Repo
View Detailed Repo; t
UserSpecfied Input
Building Code Reference Document 2b12 IntemaYiona4 Buflding Code
(veirch u.i�.z� .,�v5 h�ncrd da_a aaailaSi� in 2008}
Site Caordinatas ?�.72932°N, ll6.38154°jN
Site Soil Classifieatian Site Class G-"Stiff SoiP'
Risk Categ�ry I/IIJIII
'�� £��.,. ..
i —� soaom
� tflLpQI1BSi�..
USGS-Provided Output
3Eunefio i.l3ragc
G
� aim Dosort
9� Y . �.
w:,� �-- „ ..
� 7�1 t3 F e N" �
vj�„MER� C3ti ..� �
d�
L
J
�2014 t .:: _.. 0 NapQulrt
5�. = S.S60 � S�� - 1.50� g Sos = 1.Otl� 9
Ss = 0,64d g SM� = 0.9fi6 9 Soy �= 4.bA4 g
For lrfo-rmation on how the 55 and 51 valnes ahave have been calculeted from RTaba611istic {rlsk-targetedj arrd
de:errniriscic ground mqtians in ihe direction oi maximum hnrimncal respar.sE, ?lea:,e reiurn M:he appliracon
and �le�t th= "2C09 MEHRP" buildinq cada referance �r�curr��n±,
MCEa Respanse Spectrum
1.35
1.39
1 05
P 0.90
y O l5
O.dS
o.m o.zo e,w o.so o.ao i.00 i.xo i.
Period, T (sec)
a
N
1 8�
Design Response Spectrum
AlthGn�h t�is in�orrnatmn �s a produrt oF the U.S_ Deulu�icai 5arvey, vre pmvld=_ r.o v�a:ranry. =_xR«�ed or Implied,
as ta the accuraq'v£ the dxta c�nkained iherwn, TEi� kocl I5 not a su6stituEe fo: tzcnn�mal subjectrma8er
rcnovAedy=,
z�
Period, T (sed
STRUCTURAL CALCULATIONS
SITE CLASS DEFINITION=
OCCUPANCY CATEGORY =
SEISMIC DESIGN CATEGORY =
PALM DESERT CALIFORNIA
0.2 seg Ss=150%g 1.0 seg S1 60%g
SDs= 2/3 X SMS SD1 = 2/3 X SM1
SDs = 1.00 v
SD1 = 0.644 �
iZ = 6.5 , TABLE 12.2 ASCE 7-10
IE = 1.0 �
t= 0.2
BASE SHEAR V= Cs W
Cs = SDS / ( R/IE)
NOT EXCEED
Cs = SD1 / T( R/IE)
NOT LESS THAN
Cs =0.01
D
II
D
92201
------i-------- -�il
-- ; — -�,
. -- �
�
; I
-- .. �... ___._ ____.-�
0.154 W
0.154
0.495
0.010
V= 0.15 W
ASCE
(12.8-1)
(12.8-2)
'' ��
(12.8-3)
(12.8-5)
STRUCTURAL CALCULATIONS m
SEISMIC (CONTINUED) �__-- --i--l----____._-�----1--�
D.L.
ROOF 15 psi
�-- ;--� EXT. WALLS 15
SEISMIC , V,= 0.16 � WALL HT= 15 ft
DIAPH=30x30
TRANSVERSEL LONGITUDINAL
WORST 30 FT WORST 54 FT ^
ROOF = 450 ROOF = 810 �
1 Walls = 112.5 1 Walls = 112.5
562.5 922.5
�- --- --
� X 0.16 X 0.16
' 90 '# ft (MA� 147.6 # ft (MAJQ
SEISMIC =173PLF <183= WIND
W= 190
� T=C = WL"2 / 8b �= 54 =
6=30
NAIL = TABLE 23-III-C-2
TOTAL NAIL = LOAD /NAIL= 12.31
PROVIDE ( 8 PAIR) 16 d COMMC
@ E.A 4'-0" SPACE @ TOP CHC
�_�
STRUCTURAL CALCULATIONS
' as
SHEAR WALL REQUIREMENTS
aooF o � _ �s rr
wn��so�=is wnunri=iz nvaervoixo
UPLIFT FORMUU
(V�{]/3 �w� L"3/21HN'„'�IIV L 6iPENGiH REOIICiIONFqCT
SNEAR= O.fiS
�0.65'850'1.33'12Vshea�fo�ce
FIRSi FLOOR �
_ = G��V� 6TRUC
�o IP�FI re1Ft1� roi1L91� pIFTI1LLL 6x`f%alfll M1'OIEe
A 189 t5 ZI45 �31� l6 &9 �1tP� 1� M�02 � 1� ��GB � 1
P 193 15 906 3l 15 @9 1328 1 H�112 1 48 i
B t83 29 5124 04 0a 214 5II4 1 H�02 1 JB t
C 183 l5 2)45 32 ifi Pa 1313 1 HDV2 1 VB i
C 189 15 945 32 t6 E6 1313 1 H�02 1 pB 1
� 1&3 ]8 512J 4 2 1'IBl 2£2 SSW24X11 6 2< 1,3.6
� 183 18 5124 0 2 1}Bl 2�G2 95W20X11 c 2< 1,d�6
FT
WALL HT,1 = 12
UPLIFT FORMULA:
(Vh-(2B (wb L^?l2)+(W�y�/2)))/ L
...................:
TOTAL RESIST,WALL SHFARFORCE LOAD(V) WALL Vh Wb 2I3(WbL"T12) WwLl2 UPLIFf. WRCE
WALL(Ft) (FT)(L) (#/ft) WALL-SEG NO. #
3t 16 89 14�7 A 1700� 285 24442 1440 -525
3t 15 89 �328 A 15939 285 2t482 �350 -430
24 24 214 5�24 B 61488 532 t02655 2160 -��76
32 16 86 1373 C 16470 285 24442 1440 -559
32 16 86 1373 C 16470 285 24442 t440 -559
4 2 �281 2562 D 30744 532 713 180 14955
4 2 �281 2562 D 30744 532 713 980 14955
STRUCTURAL CALCULATIONS
SHEAR WALL CONSTRUCTION
D1/2" GYPSUM WALL BOARD APPLIED DIRECTLY TO 2x STUDS WITH STANDARD WALL BOARD
NAILS (1 1/2" x 0.12" DIAMETER wl 3/8" HEADS) OR 5d COOLER NAILS AT 7" 0/C MAX. TO ALL
STUDS, SILLS, PLATES AND BLOCKING. ANCHOR w/ 5l8" DIAMETER x 10" LONG ANCHOR BOLTS
(wl 3" x 3" x 0.229" THICK PLATE WASHERS BETWEEN NUT AND WOOD SILL) @ 6'-0" O/C MAX
16" O.C. FRAMING
(ALLOWABLE LOAD: 75 plf — PER CBC 2016 TABLE 2306.3(3)
� 7/8" PORTLAND CEMENT PLASTER ON WOVEN WIRE OR EXPANDED METAL LATH NAILED
AT EACH STUD, SILL AND PLATE @ 6" 0/C MAX. w/ No. 11 x 1%' GALVANIZED NAILS WITH
7/16' DIAMETER HEADS OR ATTACHED wl No. 16 GAUGE STAPLES HAVING 7/8" LONG LEGS.
ANCHOR w/ 5/8" DIAMETER x 10" LONG ANCHOR BOLTS 7° EMBED MIN (wl 3" x 3" x 0.229"
THICK PLATE WASHERS—SDC D,BETWEEN NUT AND WOOD SILL) @ 48" OIC MAX. 16" O.C.
FRAMING
(ALLOWABLE LOAD: 180 plf — PER 2016 CBC TABLE 2306.3(3)
THE NEXT THREE (3) SHEAR WALL TYPES SHALL ALL HAVE THE FOLLOWING IDENTICAL
STRUCTURAL I WOOD PANEL DIAPHRAGM: (WALL1 , 2& 3 ONLY)
3/8" C-D EXPOSURE I APA PLYWOOD OR 318" ORIENTED STRAND BOARD APPLIED DIRECTLY TO
THE STUDS, WITH THE LONG DIMENSION OF FULL PANELS LAID PARALLEL OR PERPENDICULAR
TO THE LENGTH OF THE STUDS, ALL EDGES OF EACH PANEL SUPPORTED ON STUDS, SILLS,
PLATES OR BLOCKING AND NAILED AND ANCHORED AS FOLLOWS:
1 D8d COMMON NAILS @ 6" OIC AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" 0/C AT ALL
FIELDS. ANCHOR WITH 5/8" DIAMETER BY 12" LONG ANCHOR BOLTS AT 48" 0/C.
(ALLOWABLE LOAD: 280 plf — PER 2016 CBC TABLE 2306.3) "
CONSTRUCTION NOTE(S) 1& 2 APPLY (NOTES 3, 4 AND 6 APPLY ONLY WHEN DIAPHRAGM
AT BOTH SIDES )
2 D8d COMMON NAILS @ 4" OIC AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" 0/C AT ALL
FIELDS. ANCHOR WITH 5/8" DIAMETER BY 12" ANCHOR BOLTS AT 32" OIC.
(CALCULATE TO MAXIMUM OF 349 plf — PER 2016 CBC TABLE 2306.3) STUDS @16" O.0
CONSTRUCTION NOTE(S) 1& 2 APPLY (NOTES 3, 4, 5 AND 6 APPLY WHEN DIAPHRAGM AT
BOTH SIDES)
3 D8d COMMON NAILS @ 3" 0/C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" OIC AT ALL
FIELDS. ANCHOR WITH 5l8" DIAMETER BY 12" LONG ANCHOR BOLTS AT 32" O/C.
(ALLOWABLE LOAD: 550 plf — PER 2016 CBC TABLE 2306.3 )*
CONSTRUCTION NOTE(S) 1, 2, 3& 6 APPLY (NOTES 4& 5 APPLY WHEN DIAPHRAGM AT
BOTH SIDES)
�
NOTE VALUES ARE APPLICABLE TO DOUGLAS FIR LARCH FRAMING @ 16" O.0
STRUCTURAL CALCULATIONS
�
4 D15J32" STRUCT. I APA PLYWOOD OR 15132� ORIENTED STRAND BOARD {OSBj APPLIED
LNRECT�Y TO THE STUDS, WITH THE LONG DI(vENSiON OF FUL� PANELS PARALLEL OR
PERPENDICUI.AR TO THE LENGTH OF THE STUDS, ALL EDGES SUPPORTED ON STUDS, Si�LS,
PLATES OR BLOCKING AND NA1 LED AND ANGHORED AS FOLIOWS: 8d CONY�AON NAILS @ 2" OIC
AT ALL PANEL EDGES AND Sd COMMON NA1�5 @ 12" 0!C A7 A�l FIELDS. ANCHOR WITH'I<"
DIAMETER ANCHOR BOLTS AT 1B" �lC. —STATE ENBEDDED DISTANCE 7" MN
(ALIOWABi.E i.OAD: 730 oIi — PER 2018 CSC TABLE 2306.3 }'
CONSTRUCTION NOTEjS) 1, 2, 3, & 6 APPLY {4 AND 5 APPLY WHEN DIAPHRAGM AT BOTH
SIDES)
CONSTRUCTlON NOTES:
1 3° x 3°x 0.229" PLATE WASHERS SHALL BE PRflVlDEO BETWEEN ALLANCHOR BOIT NUTS AND
THE WOOD SILI
2 SEE ANCHOR BOLT CAICUI.ATIONS FOLLOWlNG THESE NOTES iN THE GALCULAT1flNS.
3 EDGE NAI�ING AT ABUTTING PANEL EDGES FOR WALLS LOADED W EXCESS OF 350 plf SHALL
BE APPIlED TO 3x OR WIDER STt1DS.
4 APP�YING EQUAL THiCKNESS STRUGTURAL WOOD PANELS 70 BOTH SiUD FACES OF A
SHEAR WAU. AND WITH MATCHING NAILING FOR BOTH SIDES SHALL PROVIDE DOUBI.E THE
LOAD CAPAGITY OF WAt.IS NAVING THE SAME PANELS AND NAILING APPL3fD TO ONiY ONE
FACE.
5 STRUCTURAI WOOD PANEL SHEAR WALtS WITH PANELS APPLiED TO BOTH FACES ANO WITH
EDGE NAIUNG LESS THAN fi" 0!C SHALL HAVE ABUTTING PAN EL EDGES FOR ONE SIDE OFFSET
ONE STi1D SPACE FROM THE OiHER SIDE {NOTE No. 3AI.S0 APPLlES)
6 All SHEAR WALLS HAVING A LOAD CARRYING CAPACITY IN EXCESS OF 350 plf SNALL BE
PROVIDED WITH 3x P.T.D.F. SILL PtATES AND 12' LONG ANCHOR BOITS OF TNE DIAMETER
PROSCRiBED FOR THAT WA�L CONSTftUC110N TYPE {ALl ANCHOR BOLTS SHALL BE SET 7`
INTO GONCRETE)
7 WHERE THE CON7RACTOR OESIRES TO CONSTRUCT THE SLAB-0N-GRADE AND THE
FOOTINGS AND POUNDATION IN A TWO POUR SYSTEM, Ai.L ANCHOR BOLTS SHALL HAVE A
MINiMUM LENGTH OF 14", SETTING THEM A MINIMUM OF 4° iNTO THE TOP OF THE
FOUNDATIONS BEFORE POURING THE SLAB.
8 ALL ANCHOR BOLTING, HOLDOWN SOITS OR S7RAP5 AND OTHER FORMS OF CONCRETE
iNSERTS SHAl18E SECURELYHELD iN PIACE WiTH JiGS OR OTHER SUCH DEUISES PR10R TO
REQUESTING FOUNDAT70N 1NSPECTiON, DURING iNSPECTION AND DURING ACNAL
POURING OF CONCRETE.
9 Ai.L ANCNOR BOITS AND HOIDOWN BOLTS SHALL BE 8RQtlGHT PlUMB PftIOR TO TNE
GflNCRETE HAROENING. MECHANICAL STRAIGHTENING OF BOLTS AFTER THE CONCRETE
HAS HARDENED TNAT RESULTS 1N SLAB EDGE BREAKING SHAtI RESUiT IN REJECTiON OF A
PflRTION OF THE SLA8 AND FOUNDATiON BY THEARCHITECTOft STRUCTURAL DESIGNER OF
RECORD AS HE DEEMS NECESSARY, ITS REMOVAL AND REPOURiNG 0� THAT PORTION OF
THE CONCRETE.
10 HOLDOWN STRAP HOOKS SHALL BE STABLI2ED DURING THE CONGRETE POUR IN ORDER Td
ENSURE THEY REMAIN AT THE MANUFACTURER'S PROSCRIBED ANGLE OF INSERTiON.
11 ATTACHMENT Of A 3x SIIIPLATE TO FLOOR FRAMING BELON! SHALL BE MADE WiTN THE USE
OP SIMPSON SDS %x6 WOOD SCREWS AT 3" n�c.
12 ATTACHMENT OF A 2ti SILL PLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE USE
OF t6d @ SPACING INDiCATED AT THE SHEAR WALL TABUlA7I0N.
STRUCTURAL CALCULATIONS
19
- — ras�aaosait�) — —
ALLONABIE 6XEAP (POUNDS PEA FOOTy FOR WOOD STPUGTUPAI PANEL OIAPHAAGM8 WtM
FqAMiNG OF DOUGLAS FlFLUACN.Ofl SOUTNERN PINE' FOR W IND Op SfJSMIC IAAWNG'
a _""._.. ��—""""
" ' .._..—___ "_ _ ..._ .
WNIMU1t BLOC%EDpAPHRAGMS UHBLOCK£DDIFPNflMMS� ^
NOFANPL FMv pp In01��o1M�WM1�eB��m � IallcavS) ��
IPPNEL S�tENG�MIJW iP ��WNG�ITMCK�NES.^.�II'�BWlWRiE4v._ 6ey�.",uS� ����.����I�•s �._��,�� �q��g� �f ������yy� ��
� _ 4dI8EPSAT7 � �— tQece03'mm.v1• a"
ENG �
�� 6RAOE ��aA4--E ��'rr. � nb �.. �xn nciroa' e ,_ 6 � a f Qva�u�obN_j �cawqxa�.sana
� � 2 270 � �66 530 � 6q) 2C0 � 1H0
Bd(2Y x0531"}� 1'r .... —� -- — -F— .— — '��..
i a � ��P 3 300 � a0.�� 6'IS b5 200
� r t'/,t6Gx8 I __I 1�5 � 235 � 3N1 400 t35 �..}i5 .
ShurAnrsll � — '__'_�7 ..-'..� 20D LI 265 )9S 49J C13� � ...�10 �I
� I .. � ..�_.... _... �
8��6 � i 320 415 WO 7J€1 85 2I5
IOd°43 OIM1B , l lx - ' - " i "
I -,-- � --- „� a aw � no � erzo am ...7,ao_
_— --
z s � — --
r �! t6Gax � � � 2.. . t95 �'� 235 � S30 j 400 155 I 12U ..
__ —"—�----Ji
�._._..,,_ _- .,__ 3 ...___,_,,,__200 y__ 265 ,„ ..395 � 450 .. 175_ 130 �
€6d° 2 x01t3"ZI 1! � 2 iBS "" 250 � 375 .,41Q_. 165 125 -
�__, r---a�o . �en __ � o a�s, �q,�s, .inu ,
8A(24s'x0ti3")) i'/n �� 4 2 7A0 720 480 � 545 2t5 l60
— _ _—
_'—
° 3 2]0 360 Sap 610 .Atl Ifl� -
— i .. _ � — ,..._..u�� . _�. ,_..� , �
, . T__"'"" .. .
' 760 210 315 360 140 IOS j
�'ll IYz 36C gr 1 -.�� ._ _" ...� .. . . "—_ I
� 3 1N0 :�� 2'l5 353 qpp �_ .. 160 120
-sa czv� xa �i^� I Pi. ss {�� �w soa � ri�_ � a�o _1�0 _._
�_ �� � 3—�-� �BS i �%0 S�0 i W5 255 t90
Sheaching tiln6�� 1'1i16G go � I �c 2 , I65 ---�. 275 ....335 � 380 L50 ,t10 �..
IINIWIJOlI0.Y I : .... • �• „ e
,s�� � nf. _,,. ,„„�„„„„_„_, � 3 190 � 250 375 a25 I t65 _125 �,
�OC.1'llantl yda/z x01377� i�/s 2 �{I 2J� _� 530 Nlfl�_ 2a;1 j 160
�2 I� � i T,�i 300 � aIXl 6G0 � 6/5 264 2Qf1
. -- . --y-- . ..____ _ '_—
� I � 290 383 S]5 65i 55 190 �.
� �I�tri(a x0.14R'�' 1'Q 1°�n �� 35 430 I 650 ' ]95 290 '.t5 ��
� 5I- I �� " _""'" " .
C 1'/ 16G�"-'�""'"'- �= 160 ;_ 2t0 315 � 3W 1a0 �-lOS
� x 3 i80 ' 2i5 355 ' 4b5 IEO 42f1
I/�IbGagc�,-`_..... i2 i a�n � i�_�a 2(ri) _�265 ���395 �.__8��� 1�. .730 �
� IQ1a(3'x0148 � 1! Z
2
I
I
4._..___, ,_,,.. . _..
ronirrw¢d
STRUCTURAL CALCULATIONS
�� .�
— --�
FOUNDATION
SOILPRESSURE = 1500 PSF
LOADING
ROOF = 35
EXT. WALLS = 15 �
H-1 = 13 ft
TYPICAL PERIMETER FOOTING AT 1 STORY
�
I
Trib. Area (ft)= 18
LOADING :
ROOF = 630 #1
WALL = 195 #1
W = 825 #1
REQ'D WIDTH = 0.55 FT / FT LE
12" WIDE x 12" CONTIN PERIM FT,
, AND 2# 4 BARS, CONTIN .
iz
40" X 12" = 480SQ IN 3.3333
144 SQ IN
SOIL PRESSURE = 1000 PSF
TOTAL LOAD = 3,300.# >2925# OK
FOUNDATION
STRUCTURAL CALCULATIONS
a�. ,'
0
�. � ._u `ar`'
Seh�e' YnaA
�y ARotra6N
Nabl A7tla�lnal ilie�NAS� U�iltat llvWkflffi AllawaNtA81} ikNltl MatU9Uilat
j3MM Skwiaa4Y ABa��e8lwu A�ooeaWf36ru` Starta'a@V Akow�4iaSteir Ailvr�6kSMm'
i�trtS t�.? im;l f�sl tm.} {roa)
STEEL S7RONG-WAE.L ANCHf?RAGE SQLUT30N5 Fi7R 2500 P51 CONCRETE
�w�s:,��awc�o�ea.�r :sws,arnrvcnor+scz.�
o�sicn coticseere :,r:crmrz � n:� nso
CfttieRla COtiCNT1IXi STRENG7N &Ltbh'A6i£ W@n3 dei�3 N.LDWAElE 'N{�3 I AeimP
UPCSFT{8rgj � UfY.IFiQIb)
5TANDARO $.0� 12 $ 75.3i95 3J t1
S,ti39 2d $ 1T,4U7 �5 y�
tl2iCKED HfGH S$.S11� 36 92 � 33.�u St 5?
SifY£NGTH 55.9W 38 S3 3S.9tlD % 18
s�:�:ax+ic s,eear e� � is,�ao ae �o
SFNIDARO 9,60D 25 l i�,'•96 ]tl 14
UNCWlG3�D � 18.3W 31 ii 32.36� 44 15
HIGN
5'tRENGi}i 199C6 93 17 3S,30D G7 ib
5,7C4 f; fi 6� t$ &
STANQRfiII �,i06 16 6 it,4S3Q 2a S
9SW 72 9 ..__....9T�19�._....._.., 32 3)
" ...............
CFICKED 91.i0� Y4 8 24,tW 36 72
Nlgf{ t3,8W ZT 9 2T,30G � 9T X4
9iREt�GTN 15,5W �6 �� 918fk7 d8 78
WIMD 18.EW 35 32 35.30(3 `.,a 5l
S,W6 32 9 5400 i3 8
.._._.." "'_ ".....__..
S'€ANQARO J8IX# t9 8 13.SW 22 8
$�'i0(3 18 7 ��,?� 2$ t0
sJNCppCK£p 12.5� � 8 3?.9W a2 1?
HIGH i;,3a(I 2< 8 25,N39 3& T2
5iR£�YC�TH 17.000 27 8 '.�,Sro 40 34
t9.30E7 90 i9 3=.30D C3 t5
NbTES:
1 NYtil1WRRtsLVCJ1UNJ4iUCArIMM9VRti1}IAi4ANUA(it31G-S�RYYCTIUTAUYYiIHN4I�UYYi2MGN3RlfT
AEiNiORCEMEN7 FOft CNRGC£�AR UNCRM1CfCEfl CC3NCf2E7E:S NOTEl7.
,.. ANCN6Pf5TiYENGTMiNDiCATE$REQUIREDGRADE6PS'SWhBAfdEHf7R8GLT.ST.sNDARp(A53hiF755iGftADE38)OR
HI6N STRENGTM (HS} ;ASTAS A449}
3. u£iSMlC IND?CATES SE35MiC �£SIGN G'tEGOl2Y C TNftpUGH f DETACHEO l AND � PAidILYOWEit3NG51N SDG C MAY
i1SELtiiNJANCNQi2iGESOltT1'dQN3. SEIuMICANCHORGUEi3E",r�GNSCOFiFORM70ALt35&tASELTION4l,23k.3AND
aci aia+e secr�ora o.a,a.a.
A. W WD 1NCt�i/QE5 SEi,�.MIC £3'cSiGN CATEGOftY A ANO B AND DEiACliED t�NE3 2 PAMtLY DWES.IING*u 3N &DC C.
5. FOUNDATI9NDINENSICNSAiiEFt7RANCHORAGEONLY.fpUNDAT1ONqE51fiN(S12EANpRE1NFdRC£1AENiI�Y
07HER._ TNE ftEGiSTEREO DE�IGN pRbFE5SIONAi MAY 5PEC7P(Al.T£RNA?E EMBEOAiF_?JT,FOC3T7NG 54� pR
ANCHCR80l.T.
6. S2EF8R TO tl55W i POft tle.
STRUCTURAL CALCULATIONS
zz
�%`
�Manent Arm
furees at Base oi UJaii
,� ,� 2.5 ksi eoncreta
12in.wall T--Cui.7—„i788-9.45(3.4P+Vhk)�—P
� i5in.�vall 7'=-�3&1—,,z130t-5.�]_P
i$in.wail 7'=:�d5,0— 20Z5—S.%(6,IP+Vhk)�—P
� 21in.W21) T=153.9—yr294$ 595{7.6P+Vhk)�—P
2Ain.rtali T=�b2.k—v,39521 9.95t9dPrVhk}�—P
fi- BewlGrg ancitorags #ensian inpirft) iorce tkiDs3
V = i7esi9n sheu (klps}
P. Totai verliW 3nad "(kiPs�
�7 . �i� �h! {iI1ChC5i
k. 9.0 9or ail appiwaaons ezceGt Garage FoR�t Sysiems
For Garaga Portai Systems us(ag ihe
SSWP-Ki Portai Kit:
k , 0.80 far SSW12
N. 0.85 iot S&W15
k m 0.90 ior SSW18
For hvo-stay sYadced appikations,
sntstdute }h�� for Vh:
Yh.Mp�e 1t0061 �'D-in
WMete INb� . Oesgn fnwrxnt at base ofi wall {if-Ibs)
Design Shear (v}= 2.34 kips
P{verticai Load)= 1.56 kip
h= Wali Height= $0 in
k= 1.00
SSW 24X11 = T= 9.3434 kips
STRUCTURAL CALCULATIONS
DERIVE GRADE BEAM
zsoo o�� coNc
3)
� �.- � 5 TOP 8 60TT
DATAS: AC1318
Lsw 2 `T Fy= ..�, Ksi Asmin=
Lartn� 25 FT Fc= 36m fsI 0.0014 1Bt44 in2
h= 36 "� d= 33 IN 0.0018 2.3328 in
8= 's6 �" qS= �55 in2 5#5 0.002 2.592 in2
TOP & BOTT 5# 5 3.100 in2
OVERTURNIG MOMEN7: RESISTING DEA� LOAD: P�oF+wNLL�GR BEAM
H= 1i "`
p= 225 �"'" ROOF= 2500 ° P= 72290 Lb
Mo= 24.75 "a'^ WALL= 340' PU=0.9`P
GR- BEAM= 9450 ° �PU= 11061 Lb
MU= 1.4'Mo
MU= 34.65 "1P °T.
RESISTING MOMENT: L= 7
Mr-0.9'P"L/2
KIP'FT
Mr= 38714 >
SOIL BEARING PRESSURE:
e=Mo/P 2.01383 Fr
ea=U2c 9.48617 Fr
FAC70RED EARTH PRESSURE:
eu=MU/P� 3.13263 R
euo=L/2f 0.36737 ft
M0= 2475 x,p�rc
OVERTURNMG STABIUT' RAiION
mo= 2a.75ao OK i.ssais : i OK �.s�.i
qmax= 2'P / 3"B'eo < ALLOW ABLE BEARING �
qmaz= t837.687 pgF PRESSURE 2000 PSF � � '
qu_max= Tp/3B`eo
qu_max= 6690768549 psf
Mu= u* Larm^2 +(pu_max-qu�) ` rm'2 ' 8
2 6
Vu=qu p+qu max *(Larm)*B
2
REINFORCING S7EEL:
AS= 1.55
Mn= 0.9'As'Fy'(da/2)
��_ �.BSZ�B�d� 25��
a= AS FY 1.0 in
0.85 F'C'8
Mn= 226.6419118 kip fl >
qu_p= qu_max- ( qu_max) (larm)
3`euo
quy= -8486.335 psf
.__��_._...._._.
32.13 kip ft
Mu= 32.1309G02
kip ft
Vu= -6733.4
16.
OK
OK
Vc= 710.6180477 kip > L.73337 kip
����
ROVIDE 361N WIIDEX 361N DEEP 7 FT LONG FOOTING
W ITH 5# 5 TOP AND BOTTOM CONT.
STRUCTURAL CALCULATIONS
�a
TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
LATERAL LATERAL SLIDING RESISTANCE
BEARING
I VERTICAL I PRESSURE
CLASS OF FOUNDATION (psf/ft below Coefficient of
MATERIALS PRESSURE (ps� natural grade) frictiona Cohesion (ps�b
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 gravei (SW, 2,000 150 025 -
SP, SM, SC, GM and
GC)
5.CIay, sandy clay, silty
clay, clayey silt, silt and �,500 100 - 130
sandy silt (CL, ML, MH
and CH)
�P�� Ig �
BUILDING ENERGY ANALYSIS REPORT
PROJECT:
AHUERO RESIDENCE's RV garage
74055 ASTER RD
PALM DESERT, CA 92260
Project �esigner:
RUBEN ROMERO
74991 JONI DR #9
PALM �ESERT, CA 92260
Report Prepared by:
Armando Chavez
44890 SEELEY
LA QUINTA, CA 92253
760 278.1$40
������ 0��� Job Number:
crry �F"'+��'::
��'l�ated� ,� � PALM r�F::. - 19
y A�ETY Dc:s:::; .
� - _'�p, . ,
1�,� �.-
- G�S - 009
Date:
2l6/2019
l� '
The EnergyPro computer program has been 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 Residenfial and Nonresidential 2�16 8uilding Energy Efficiency Standards.
This program developed by EnergySoft Sofiware — www.energysoR.com.
TABLE OF CONTENTS
CoverPage
Table of Contents
Form CF-1 R-PRF-01-E Certificate of Compliance
Form RMS-1 Residential Measures Summary
Form MF-1R Mandatory Measures Summary
HVAC System Heating and Cooling Loads Summary
1
2
3
10
11
15
7.t by EnergySoft .Inh nlumner ID: 19 - GLS - 009 User Numbec 20648
CERTIFICATE OF COMPLIANCE - RESIOENTIAL PERFORMANCE COMPLIANCE METHOD CP7 R-PRP-Ot
Project Name: AHUERO RESI�ENCE'S GAR4GE CalcWation OateRime: 17:00, Wed, Feb O6, 2019 Page'1 of 6
Calculation Description: Title 24 Aoalysis Input Fil¢ Name: 006 - 74055 ASTER RO - RESribdl6z
GENERAL INFORMATION
Ut Pmject Name AHUERO RESIDENGEB GARAGE
02 Caiwletion DescnptVon Tnle 2J Anarysis
U3 Project Localion �4p55 ASTER R�
04 City PALMpESEftT OS StantlartlsVersion Compliance2�i]
O6 ZipCotle 92260 0] ComplianceManaqerVersion BEMCmpMqr2016.3.111�691
08 Clima[eZoneCZ15 09 SoflwareVersion GBECC-Res20163.1(tU19)
10 Builtling Type Si�gle Family 11 Front Orientation (deglGardinal) 45
12 Project5cope NewlyCansUuctetl(AtltlflionAlone) t3 NumberotOweliingUni�s 1
14 Total Cond. FloorArea (ft�) 11]8 15 NumberofZones 1
15 SlabArea(il�) »78 1] NumberofStories �
18 AdtlitionConE.FloorArea(tt�) ���d 19 NaturaiGasAvailaCle Ycs
TO Adtlitivn Slab Area (ft�) 1198 21 Glaziqq Percentage (�) 8.6 0
ENERGYUSESUMMARY
04 05 O6 0] O8
Energy Use �kT�Vlf[�-yr) 5[antlard Design Proposed Desiqn ComO��ance Margin Paroent Imprevemenl
Space Heating 3.33 251 0]6 22890
Space Cooling 92.36 8] 40 4.98 5.4°6
IAQVentilation 046 0.46 0.00 0090
WaterHeatiog 19]9 19]9 O.QO 0.0°m
PhotovoltaicOHset --- 000 0.00 �—
ComplianceEnergyTo[al N5.96 1102Y SJ4 4.9%
RegiStfOtiorNumb2f. p�g.Po10f131i45A-00�-0LO-000�0�0-000'J Registra�ion�ateTlme: pp�gayq5���yj,3y HERSPtOvitlet�. CaICERTSInc.
CA Builtling EnerSY EKGency Stantlams -2�16 Resitlenlial Compliance Repo� Version -CF1R-0116 2 01 9-11 4 9 Repon Ge�e.reted at 2�1.9-02-061i 0024
ADDITION ALONE PROJECT ANALY515 PARAMETEFS
Ot 02 03 04 05 O6
Exisling qrea (excl. new addiFon) �ft�) Addifion Area (sxd existing) (k�) To[al Area Exis[in9 B�moms Atldi6on 8edrooms Total Bedrooms
�G39�8 11P8 26P]8 0 0 0
FEATURE SIJMMARY
following is a summary of the (eamres iM1at must be field-verAietl by a cetlifietl HERS Rater as a mntli[ion for meetmg fie motleletl energy pertormance tor this wmputer analysis. Atldi6onal de;ail is
idetl in Ihe buildlnq components tables balow.
8uiltling-level Verifications:
• IAQ mechanical ven[ilation
Coalinq System Verifcations:
• �- None --
HVAC UisVibution System Venfications:
� -- None -�
Domcstic Hot Water System Yerifications:
• --None-
ZONE INFORMATION
01 02 03 04 OS �6 0]
Zone Fioor Area p�y. Geiling
Zone Name Zone rype HVAC Sys[em Nam¢ �it�� Heigh[ Water Hea[in9 Sys[em 1 Water Hea[ing Sys[em Z
Zi Contlaionetl NVqGZ11 nl8 9 DHW S�s 1 n/a
OPAOUE SURFACES
Ot 02 03 04 OS Ofi OT OB 09
GrossArea WinEow&Ooor y�r���
Name Zone Construetton Azimum Orientation (ft�) Area (ft�) TIX �deg� Erzceptian
NW-646 Z1 R-21 - 315 Righ[ 696 fi 90 none
NE-260 Zt R-21- 45 Fmnt 260 t92 90 oone
SE74G Z1 R-21- 135 Lefl ]40 46 90 none
SW-325 Z1 ft-21 - 315 Rlght 325 p 90 none
OPAQUE SURFACES - Cathedral Ce➢ings
�t 02 03 04 OS O6 Oi OB 09 t0
SkyliqhtArea RootRise Rooi Roaf
Name Zone Type O�ien[ation Area (k�� (f@) (x In 11) ReflecGnce Eminance tool Roof
11]8 21 R38+R-08 -speclfy- 11]8 60]5 �2 a.l D.85 No
Regi5t2[i0n Numb2r. p�g_pC1��31]45q-000-�DO-0OOWOb0000 Regi5V31i00 �dl¢Tme: 2�t9L2-06 H 43'.33 NERS Pmvitl2u CaICERTS Inc.
CABuiltlingEnergYEfficiency5:antlartls-2016ResidentialCompliance ReportVersion-CFiR-01162019-t149 ReponGeneratedaC2019-02-0611L�24
CERTIFICATE OP COMPLIANCE - RESIDENTIAL PERPORMANCE COMPLIANCE METHOD CF1R-PRF-Oi
Project Name: AHUERO RESIDENCE'S GARAGE Calculation Datelrime: it00, Wed, Feb O6, 2019 Page 2 af 6
Calwlalion Oescriptiom Title 24 Analysis Input File Name: 006 - 74055 ASTER R� - RES.ribdi6z
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01
Project Name: AHUERO RESI�ENCE'S GARAGE Calculation OateRime: �t00, Wetl. Feb O6. 2019 Page 3 af 6
Calculation Oescription: Ttle 24 Analysis Input Pil¢ Name: 006- 74055 ASTER R� - RES.nbd76z
FENESTRATION/GIAZING
01 02 03 O6 OS O6 0] OS 09 t0
Height A�ea
Name Type Surface(OrientatiomAzimuth) Witlih�ft) (tt) Multiplier (it�) U-factor SHGC Exterior5hatlinq
1010 Wintlaw NW-648(RIp�4315) -- — 1 L� 029 023 InscwtScraen�tlefaWf)
10ID2 Wmtlow NW-6t8(ftighb316� -- — 1 1.� 029 023 InseciSaean(tlefaWt)
10103 Wmtlow NW-648(Ri9h�-3t5) -- -- 1 1.0 029 023 Insect5creen(tlefault)
10104 Wintlow NW-6t6(Righ�-31o) -- — 1 1A �29 023 InsectScreen(tletaolq
f0ID5 Wmtlow NW-846(Righi-315) — — 1 1.0 029 023 Insetl.5oreeo�tlefault)
10108 Wmtlow NW-646(RIgM1�-316) -- -- 1 1.0 029 0.23 Inse�.Sceaeo(tlefaul[)
1010] Wmtlow SE-]40�Lefl-135) — — 1 1.0 026 023 Insect5creeo(tletault)
10108 Wintlow SE]40�Lef1-135) — -- 1 1.0 029 023 Insect5cmeo(tle%ulF)
10108 Wmtlow SE-]40(Le%435) -- — 1 i.D 029 023 InseaScreeo(tletaWt)
1�1010 W�ntlaw SE�]40(Left-135) — -- 1 1.0 029 023 Inseot5creeo(tleteult)
t01�1� Wintlow SE-]40[Lefl435) -- — 1 1.0 029 023 Insect5creeo(tletaWt)
1010 12 Wmtlow SE �]40 (Left-135) -- -- 1 1.0 029 Q23 Insect Scrcen (tlefiaulp
6088 Window 9E-]-00(Lefl-135) —� -- 1 60A 029 023 Insect5creen�defiault)
48465KLT SkyliBh[ tt]8(-s0o�ity--O) 1 269 0.3] 023
46465KLT2 Skyllghl 11�8(-specity—Ol 1 203 O48 023
46485KLT3 Skyllghl �VB(-speci(y—O) 1 203 0.48 023
OPA�UEDOORS
Ot p2 03 04
Name SideotBuiltling Area(k�) U-factot
120160 NE-26� 192.0 0.0�
Regisl2tion Number�. q�gp0100aP45A-000-000U000000-OD00 Regisvration �ateT�me'. 2019�@�06 fl 4333 HERS Pmvitler' CaICERT Inc.
CA Building Energy EKciency Stantlartls Q�16 Resitleotial Compliance Report Version - CF1R-0116 2 01 9-11 4 9 Report Genera�ed aP 2019-02-0611�0024
CERTIFlCATE OF COMPLIANCE - RESIDENTIAL PERPORMANCE COMPLIANCE METHOD CFiR-PRF-O'I
Project Name: AHUERO RESIDENCE'S GARAGE CalcWation DatelTime: 11:00, Wed, Feb O6, 2019 Page 4 of 6
Calculation Description: Title 24 Analysis Input Pile Name: DOfi - 74055 ASTER RD - RES.ribdi6x
OPAOIIE SURPACE CONSTRUCTIONS
01 02 �3 04 OS O6 09
Total Cavity Win[erUesign
Constmction Name Surtace Type Constmmion Type Framing R-value ll-facror Assembly Layers
• Nsltle Flnish: Gypsum 6oard
• Caviry/Rame:R-38/2x12
• RooiDeck:WoatlSiding/shealhing/tlecknq
• Above peck Irzsutation: R18 Shoathing
R38+ft-18 Caihetlra.Ceilinas WoodFrametlCeiling 2x12C161n.0.C. R38 ODi9 • RooWg:SPSF(NonnalGiavel)
• fnslde Finish: Gypsum 8oard
• CaNry/Frame:F-21/2x6
R-21 - Exterior Walls Wood Rametl Wall 2x6 @ i6 in. O.C. R 21 0.069 • ExleriorFinish: 3 Coaf Stucco
SLA6 FLOORS
O1 0] 03 04 OS 06 0�
Name Zo�e Area (/t�) Perimeter (it) Etlge Insul. R-vaWe & OepN Carpetetl Praction Hea[ed
i�"/82 Zt iV8 01 None 0 Na
WATER HEATERS
Oi 02 03 09 OS O6 OT OB 09 10 tt 12
Inputftatingf Tank SianEby
Heater Tank UNform Energy Pilot I Insulation Loss I Firs[ Hour NEEA Heat Pump Tank Location
Element Number Volume Pac[or/Energy Thermal R-vaWe Recovery Ratingl BrandlMotlel/ orAmbionl
Name Type TankType afUni[s (gal) iactoNERmiency Effciency (InVEnt) ER FlowRa[e Other Contlition
DHW Heater 1 Gas Small Storage � 50 0.525 EF <_ �5 kBtulhr R-OIR-O 0 nla nla Na
RegiSValiOnNumbEo p�g_pp�003flC5N-000-WO�OOOOG00-0�00 Reqistrationp3t2Rme: 20t9�12-OE�iq3:33 HERSProvitleo CaICERTSInc.
CABuiltlingEnergyEffiaency5tantlartls-2016ResitlentialCompliance RepotlVersion-CFiR-011620194149 ReportGeoeratetlat2�i9-�2-�611:�024
WATER HEATING SYSTEMS
01 02 00 O4 05 06 07
Name SystemType DlsUibucionType WaterHeater Numbero(Heaters SolarFraction(%) Status
�HW Sys 1 DHN' Stantlartl DHW Heater t(11 1 .0% Exis[ing
CERTIFICATE OF COMPLIANCE - RESIOENTIAL PERFOftMANCE COMPLIANCE METHOD CFiR-PRP-Oi
Projec[ Name: AHUERO RESIDENCE'S GARAGE Calculation DatelTime: 11:00. Wetl, Feb 06, 20t9 Page 5 of 6
Calculation Description: Ttle 24 Analysis Input Pile Name: 006 - 74055 ASTER RD - RES.ribtli6x
SPACE CONDITIONING SYSTEMS
01 02 03 04 OS O6 07
SC Sys Name System Type Healing Unil Name Cooiing Unit Name Fan Name �ishibution Name StaNs
HVAGZII Neat Pump Heating and Heat Pump System 1 Heat Pump System 1 None - none - New
Gooliag System
HVAC�HEATPUMPS
O1 02 03 O4 OS O6 0] OB 09 10 11
System kumberof Hea[ing Cooling Zonally Compressor HERS
Name Type Onits HSPPICOP Cap 4i Cap 1) SEER EER Con[mlletl Type VeriFlcation
HeatPumpSysteml DuctlessMiniSpllW=aiPump 1 it3 12000 9000 19 1� No�Zonal Single5peed HeatPumpSystem
1-hers-coal
HVAC COOLING-HERS VERIFICATION
01 02 03 04 OS U6
Verifietl Refrigeran[
Name Verifetl Airflow Airtlow Targe[ Verifietl EER Veriietl SEER Charge
Heat Pump Sys[em 1-hers-cool Not Requimtl n!a No� Requiretl Nol Reqmrerl Noi Require0
IpQ (Intloor Air Quality) FANS
0'I 02 03 04 OS D6
IAQ Recavery
�welling Unit IAO CFM IAp Wat[sICFM IAQ Fan Type Effectiveness(%) HERS Verification
SFam IAQVen�Rpt 4t 025 pefaWt 0 Required
f NOTES
TING AND PROPOSE� INPUT OATA USED M THIS CALCULATION WA5 FROVIDED BY THE PLANS PREPARER. ANY ALTERATION OR DEVIATION FROM THIS CALGl1L4TIDN
GENERAI CONTRACTOR RESPONSAHILITY,
Regishatlon NumbEr�. p�gpG1003tP45A-OW-OOC-OOW000-0000 ReqisV3tion pole�me'. 2C19�02-�G rt43'.33 HERS Provitle��. CaICERTSinc
CA Builtling Energy Effmiency Stantlartls 2016 Resitlential Compliance Report Version- CP1R-01162o19-1149 Report Generated at 2019-02-0611'.OP.24
CERTIFICATE OF COMPLIANCE - RESIDENTIAI PERFORMANCE COMPLIANCE METHOD CF1R-PRF-Oi
Prqect Name: AHUERO RESIDENCE'S GARAGE CalcWation OateRime: 11:00, Wetl, Feb O6, 2019 Page 6 of 6
Calculation Description: Til�e 25 Analysis Input Pile Name: 006- 74055 ASTER RD - RES.ribtlifix
DOCUMENTATION AUTHOR'S OECLARATIDN STATEMENT
i. I certify thal this CeNficate of Compliance documenlation isaccurate and comple[e.
Documenta�on AuIDor Name�. pocumentation Auroor SgnaWrr�
ARMANDOCHAVEZ -- -�g`-`
Company: Slgnature Oate:
TITLE 24 OF THE DESERT 20'19-02-06 11:A3:00
Address� CEAMERS Certificafion ItleniTica6on QiaOPliceble):
74800 shirley #fi2 N.A.
CilylState;Zip�. Pnone:
PALM DESERT, CA 92260 760-278-1840
RESPONSBLE PERSON'S DECLARATION STATEMENT
i certity Ihe following under penalty ofi perjury. untler the laws of �he State ot California'.
i. I am eligibie under pivision 3 0' Ihe Business and Pmiessions Gode to accept responsibiliry for fie builtling tlesign itlentitied on t�is CeniFlcate of Compliance.
2. I cenrfy ihat the ene.rgy feamres antl Oedortnance specifcations iaenti0ed on ihis Cetli9cale of Compllance conform lo ttls requiremenis of Ttle 24, Part 1 antl Pan 6 of iM1e Califomia Code of
Requlations.
3. The buiitlino design 1eaWres or system design feaNres Itlen6fietl on this Cetldicate ot Com011ence are consleten� wtlh ihe inforznatioo pmvide0 on other applicable cvmpLance tlocvments.
woBsheels. calculetions, plans entl specl0cations submllted to �he enforcement agency 7orapprovai �Mlh this builtling permit eppiication.
ResponsibleDesignerNamc: �Responsi6leDeslgner5ignaWre' �
Ruben Romero � � �
Company: Date Siqne¢
GLS ARCHITECTURE GROUP INC 2019-02-0617:4333
Atltlress�. Licansa:
74491 JONI DR SUITE #9 N A.
Clty/StalwZip: Phone:
Palm Desert, CA 92260 760340-3528
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R2(Ji51fdG00N�TbPC p�gpp�pp3P45AU0�-000000'�OOOL�00 FPgiSffdti0OD3teTrtit¢: 2019-0La61t4333
CA Builtling Energy Efficiency Stantlartls -2016 Resitlential Compliance Report Version -0F1R-01162�i9-1149
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RESIDENTIAL MEASURES SUMMARY RMS-1
Project Name euilding Type ❑ Single Family C] Addition Alone Date
AHUERO RESIDENCE's RV garage ❑ tsu�ti Famiry ❑ Existing+ AdditioNAtteration y6/2019
Pmject Address Califomia Energy Climate 2one Total Cond. Floor Area I, Addition !# of llnits
74055 ASTER RD PALM DESERT CA Climate Zone 15 1,178 � 1, ? 78 1
iNSULATION Area
Construction T pe Cavit (ft�) Special Features Status
Roof Wood Fr2med Rafter R 38 1,117 Add=R-t8.0 New
Slab Unheated Slab-on-Grade - no insutation 1,178 Perim = 0' New
Watl Wood Frametl R 21 1,727 New
Doo� Opaque Door - no insutation 192 Add=R-t3.0 New
FENESTRATION Total Area: ��3j Glazin PercentacZe ___ 9 6°� I New/Altered Average U-Factor: 0.37
Orientation Area(ftZ) U-Fac SHGC Overhang Sidefins Exterior Shades Status
SkyligBt 20.3 0.370 023 none none None New
Skyfighi 20.3 0.480 0.23 none none None New
Skylighf 20.3 0.480 0.23 none none None New
Right (NW) 6.0 0290 023 none none Bug Screen New
LeR (SE) 4fi.P 0290 023 none none Bug Screen New
HVAC SYSTEMS
Qt . Heatin Min. Eff Coolin Min. Eff Thermostat Status
1 Split Heat Pump i 1.30 HSPF Sp/rt Heat Pump 19.0 SEER Seiback New
HVAC DISTRIBUTION Duct
Location Neatin Cooling Duct Location R-Value Status
NVAC-Z? Ductless/wrtbFan Ductless n;a n/a New
WATER HEATING
Qt . T pe Gallons Min. Eff Distribution Status
Ener Pro 7.1 U Ener SoR User Numbec 20648 ID: 19 - �LS - 009 Pa e f 0 oi 15
2016 Low-Rise Residential Mandatory Measures Summary
tJOTE� Low-rise residentia! buildings subject to the Energy Standards must wmpl y with all applicable mandatory measures. regardless of the comp0ance approach
used. Review the respective section formore information. `Excepfions may apply.
6uildiog Envelope Measures:
§ 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and e�enor pet doors must Iimit air leakage to 0.3 ofrnlft' or less when tested per
NFRC-40D or ASTA9 E283 or AAMAiWDMN'CSA t OVLS2lA440-2011 '
§ 110.6(a)5: Labeling. Penesiraiion products must have a label meeting the requirements of § 70-111(a).
§ 1108(b)�. Fieltl fabricated ex�terior doors and fenestration prodocts musi use U-factors and solar heat gain ccefficient (SHGC) values fmm TABLI
§ ��� �, Air Leakage. Alljoints, pene[ra6ons, and
§ 110.B�i)�.
§ 11 p.8(i)�.
§ 150.0(a):
§ 150.0{c):
are poteniial sowces of air ieakage must be caulked.
Insulatiort Certification by Manufactorers. Insulation specified or installed must meet Standards for Insulating �J�aterial.
Insulation Requirements for Heated Slab floors. Heated slab floors must be insulated per ihe requirements of § 110.8�g).
Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the mofng
malerial must meet the requlrements of § 110.8(i) when the installation of a cool roof is speclfied on the CF1 R.
Radiant Barrier. A radiani barrier must have an emittance of 0.05 or less and be certified to the Depadment of Consumer Affairs.
Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood-frame ceiling; or the weighted average U-factor must not exceed D.Q43.
Mirnmum R-19 or wzighted average U�factor of 0.054 or less in a rafter roaf alteration. Attic access doors must have permanently attached
insulation using adhesive or mechanical faste�ers The at�ic access must be gasketed to prevent air Ieakage. Inaulation must be installed in
direct contact with a wntinuous roof or ceiling which is sealed to limit infiltration and e�ltration as specified in § 11 �7, InGuding but not limited
to placinq insulation either above or below the roof Ceck or on top of a drywali ceilino.' ___
Loose-fill Insu3ation. Loose fIi insuiation must meei the manufacWrers repuiretl densiN (or the labeletl R-value.
Wall Insuiation. Minimum R-131nsulation in 2x4 inch wood framing wall or have a U-factor ot D.102 or less (R-19 in 2x6 or U-factor of 0.074 or
less). Opaque non-framed assem6lies must have an overall assem6ly U-fador not exceeding D.102, eauivalent to an inslalled value of R-13 in a
§ 150A(d)�. Raised•floor Insulation. Winimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor:
§ 150.�(fl: Slab Edge Insulation. Slab edge insulation must meet all oi ihe following: have a water absor�tion rate, tor the insulafion material alone without
facings, no greater than 0.3%: have a water vapor permeance no greater than 2.0 permfinch; be protected from physical damage and UV light
detenoration; and. when installed as pad o1 a heated slab floor, meet ihe reouirements of 6 710.8(al.
§ 150.0(gjt:
§ 150.0(g)2:
§ 150.0(q)�.
Vapor Retarder. In Climaie Zones bt6.
Vapor Retarder. In Climate Zones 14 and 16, a
Fenestration
ot unventetl crawl space must be covered with a C
pace for buildings complying with the exception lo
or Class II vapor retarder must be installed on the
;d attics with air-permeable insulation.
�s, separafing conditioned space from unwnditlonE
�ctor of afl fenestration must not exceed 0.58.'
or Class II vapor
space side of all
space or outdoors must have a
Fireplaces, Detorative Gas Appliances, and Gas Log Measures:
§ 150A(e)tA: Closable Ooors. Masonry or factory-buitt fireplaces must have a closable metal or giass door covenng the entire openi�g of the f rebox.
§ 150.0(e)18: Combustion Intake. Masonry o! factory-built fireplaces musf have a combustion outside air intake, which is at least six square inches in area
and is equipped with a readily accessible operable and tiqht-fitting damp=r or combustion-air contml device.'
§ 150.0(e)iC, flue Dampec I�dasonry or factory-built fireplaces must have a Flue damper with a readily accessible control:
§ 150.0{e)2: P�lot Light Continuous huming pilo! lights and the use of indoor air for cooling a firebox jacket, when that indoor air is venied ro the ou[side o
the buildino. are orohi6ited.
§ 110.0-§ 110.3:
§ 110.2(a):
§ 110.2(b):
§ 1102(c):
§ 110.3(c)5:
§ 110.3(c�l:
§ 116.5:
§ 150A(h)1:
3, Water Heating, and Plumbi�g System Measures:
Certifiration. Heating, ventilation and air conditioning (HVAC! equipment, water heaters, showemeads, faucets, and all other regulated
appliances must be certified by the manu(acturer to the Enerqy Commission'
HVAC Efficiency. Equipmeni musi meet the appiicable eff�ciency requirements in TABLE 110,2-A through TABLE 710.2-K.'
Controls for Heat Pvmps with Supplementary Hectric Resistance Heaters. Heat pumps with supplementary electnc resistance heaters
must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump aione; and in which th2
cubon temperaWre for compression healing is higher than ihe cuhon temperature for supplementary heati�g, and the cut-ofl temperaNre for
compression heating is higher than the cui-off temperature for supplemenlary heatinq:
Thermostats. All unitary heating or woling systems not controlled by a central energy managemeN control system (EMCS) must have a
setback thermostal."
Water Heating Recirculation Loops Serving M�Itiple Dweliing Units. Water heating recirculalon loops seraing multipie dweliing unit=.
meet fhe air release vaive, back9ow prevenfion, pump priming, pump isolation valve, and recirculation loop connection requiremeNs of §
110.31c15.
or other fittinas on
water heaters with an input rating greater than 6.8 kBTUlhr (2 kW) musl have
buming pilot iighis are prohibited for naNrai gas: fan-type central fumaces;
Volume, ,
Mawal J
�lectrical supply volta8e connection with pilot liqhts thai consume less than 150 Btulhr are exemptp and pooi and spa healers.
and Heating Loads. Heafmg andPor cooling ioads are calculated in accordance with ASHRAE Handbook, Equipment
�ns Volume, and Fundamentals Volume; SMACNA Reside�tial Comfort System Installation Standards Manuai: or ACCA
sian conditions soecifed in 6150Dth12.
� 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 th
dryet vent.
§ 150.�(h)3$: �iquid Line Driec Insta�led air conditioner and heat pump systems must be equipped with Ilquid line flter dners if required, as
manuiacturer s instructions.
§ 150.�Q)1 � Storage Tank Ins�lation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating sy�
R-12 external insulation or R-16 internal fnsula6o� where the intemal insulation R-vaiue is indicated on the extenor of the tank.
system line insulation.Afl domestic hot water pipes that are buried below grade must be installed in a water
Water piping and cooling system line insulat4on. For domesiic hot water system piping, whether buried or unburied, all of the toliowing must
be insulated according to the requlrements oS TABLE 12Q,3-A: the frst 5 ieet of hot and cold water pipes from the storage tank; all piping with a
§ 150.OQ)2A: nominal diameter of 3/4 inch or larger, ail piping associa[ed wfth a domestic hot water recirculation system regardiess of the pipe diameter,
piping from the heafing source to storage tank or between tanks; piping 6uried bebw grade; and all hot water pipes from the healing source to
kitchen fixlures:
§ 150.OQ)26:
§ 150.OQ)2C:
§ 150.OQ)3:
§ 150.0(j)3A:
§ 150A(j)36:
§ 150.0(n)1:
§ 15Q.0(n)3:
and non-crushable casing or sieeve'
Water piping and cooling system line insulation. Pipe ior cooling system lines must be insulated as specifed in § 150.0(j)2A. Dishibufion
piping for steam and hydronic heating systems or hot water systems must meet the requirements in TABLE 720.3-A.'
Insulation Protection. Insulafioo must be orotected fmm damage, induding lhat due fo sunlight, moismre, equipment maintenance, and wind.
Insulation Protection. Insulation exposed to weather must be installed with a cover suitable fo! ouldoor service. For exampl
aluminum.. sheet metal, painied canvas.. or plastic cover. The cover must be water retardant and pmvide shielding from solar
Insulation Protection. Insulatior
Class I or Class I: vapor retarder.
any
by
must have
that can
space must have a
Gas or Propane Systems. Syslems using gas or propane water heaters to serve individual dwelli�g unils must include all of ihe fallowing: a
120V electrical receptacle within 3 feet of ihe water heater, a Category III or IV venL or a Type B vent with straight pipe behveeo the outside
termination and the space where the water heater is instalied; a condensate drain ihat is no more than 2 inches higher than the hase of the
water heater, and allows natural draininq u�ithou: pump assistance: and a aas suoolv line with a caoacitv of at least 200.00D Btulhr.
units must meei the requiremenis of § 110.3(c)5.
Solar Watervheatiog Systems. Solar water-heafing sys[ems and collectors must be certified and rated by the Solar Rating and
Corporation (SRCC1 or bV a lisunq aqencv that is aporoved bv the Executive Director.
Ducis antl Fans Measures:
§ 110.8(d)3: Ducts. Insulatlon Installed on an existing space-conditioning duct must comply with § 604.0 of the Califomia Mechanical Code (CMC). If a
contractor installs lhe insuiation. ihe cootractor musi certifu to the customer. in writina. thai the insuiation meets this reouirement.
§ 150A(m)1:
§ 15�.0(m)2:
§ i50A(m)3:
CMC Compliance. All airvdistribution system ducts and plenums must be installed, sealed, and insulatetl to meet the requirements o( CMC
§§ 601.D, 602.Q 803.0, 604.0, 605.0 and ANSIISMACNA-006-2D06 HVAC Duct Constmction Standards Me[al anG Flexible 3rd Ediiion. Podions
of supply-air and return-air ducts antl plenums must 6e msulated to a minimum mstalled level of R-6.0 (or higher if required by CMC § 605.0) or
a minimum installed Ievei of R-42 when entirely in conditioned space as con4irmetl through feld verifcation and tliagnostic testing
(R43.14.3.8). Connections oP metal ducts and inner core of 8exible ducts musi be mechanically fastened. Openings must be sealed with
mastic. tape, or other duci�dosure system that m2ets 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 seai openings greater than'/. inch, the combination of masfic and eikher mesh or
tape must be used. Building cavities, suppod plat(orms for air handlers, 2nd plenums designed or constructed with materiais other than sealed
sheet metal, duct board or flezi6le duct must not be used for conveying condifioned air. Building cavities and suppon plattonns may contain
ducts. Ducts instalied in cavities and support plaKorms must not be compressed to cause reductions in the cross-sectional arez of the ducts.'
Pactory-Fabricated Duct Systems. Factory-fa6ricated duci sys�ems must comply with appiicable requirements for duct constmction,
connections, and closures�, joints and seams of duct systems and their components must not be sealed with cloth back rubUer adhesive duct
tapes unless such tape is used in combin2tion with mastic and draw bands.
and other
§150.0{m)7: "°"°"�°�
aufomatic
§ 150.Q(m)8:
for
must
pressure-sensitive tapes,
�. AII ian systems that exchange air behveen the conditioned space and the outside of the building must have backdraft or
Dampers. Gravip� ventilating systems serving conditioned space must have either automatic or readily accessibie,
ampers in all openinps tn the outside. ezcept combustion inlet and outlet air openinqs and slevator shaft vents.
Protection of Insulation. Insulation must be prolected from damage, induding that due to sunlight., moisture. equipment mai�tenance, and
§ 150.0(m)9: Wind. Insulation exposed to weather must be suitable for outdoor serv!ce. For example, protected by aluminum, shee[ metal, pGinted camas, or
piastic cover. Ceilular foam insuVation must be protected as a6ove or painted with a coating that+s water retardant antl provides shieiding from
§ 150.0(m)10: Porous I�ner Core Flex Duct. Pomus inner core flex ducl m�st have a non-pomus Iayer beM�een the inner wre and ouler vapor barrier.
Dact System Sealing and Leakage Test When space conditioning systems use forced air duct syslems to supply conditioned air to an
§ 150.0(m)1 i: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed thmugh field venfcation and diagnosfic testing, in
accordance with § 15flA(m111and Reterence Residential Aopendix RA3.
Air Filtration. Mechanical systems that supply air to an occupiable space through duchvork exceeding 16 feet in I
§ 150A(m}12: conditioning component, except evaporative coolers, must be provided with air fdter devices that meet the design,
2016 Low-Rise Residential
Measures Sum
Duct System Sizing and Air Pilter Grille Sizing. Space conditioning systems ihat use forced air ducts to supply cooling to an occupiable
spaw must have a hole for the placement of a st2tic pressure probe (HSPP), or a permanently instalied static pressure probe (PSPP) in the
§ 150A(m)13: suppty pienum. The space conditioning system must also demons[rate airflow? 350 CFM per ton of nominal cooling rapacity through the retum
grilles. and an air-handling uait fan effcacy <— 0.58 WICFM as wnfirmetl by field venfcation and diagnostic testing, in accordance with
Reference Residen[ial Appendix RA3.3. This appiies to both single zone central forced air systems and every zone tor zonally controlled centrai
forced 2ir systems'
§150.�(0):
§ 15Q0(o)1A:
Ventilation for Intloor Air Quality. All dwelling units must meet lhe requirements of ASHRAE Staodard 622. Neither wintlow operation nor
continuous operalion of central forced air system air handlers used in central fan integrated ventilation systems are permissihle methods of
and Diagnostic Testing. VJhole-building ventiiation
Pool and Spa Systems and Equipment Measures:
Certification by Manufacturers. Any pool or spa heating system or equipment must be certifed to nave all of the foliowing: a thennal efficiency
§ 110.4(a)�. that complies witfi the Appliance Eficlency Regulafions; an on-off s�vitch mounted outside of the heater that allows shutfing off the heaier
�vithout adjusling th2 thermostal setting; a permanent weatherproof plate or card with operating instroctions; and must not use elecVic
resistance heating'
§ 110.4�b)1: P�P�ng. Any pool or spa heating equipm2nt must be instailed with at least 36 inches of pipe between the fiter and U�e heater, or dedicated
' nnAinl..ml�i.........F..:li:.....4...:1� ................�:......i....11.....t...l.n.........l�.t.�..�:
§ 1�0.4(b)2:
§ 110.4(b)3:
§ 110.5:
§ 150.0{p):
Covers. Outdoor pools or spas that h2ve a heat pump or gas heater must have a wver.
inlets and time switches for pools. Pools musl have dlrectional inlets thet adequatety mix
Pilot Light. Natural gas pool and spa heaters musi not have a continuc
Pool Systems and Equipme�t Installation. Residential pooi systems
Lighting Measures:
§ � � � 9, Lighting Contrnls and Components. All lighting wntrol devices and systems. 6allasts, and luminaires must
of § 110.9.'
§ 110.9(e): JA8 High Ef#icacy Light Sources. To quali(y as a JAB high efficacy Ilght source for compliance with § 15D.0
be cedifed to the Energy Commission accordinq to Reference Joini Appendix JAB.
§ 150.0(k)1A: Luminaire Effcacy. All installed luminaires must 5e high effcacy in accordance with TABLE 150.0-A.
Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet ali of the rec
labeling; air Ieakaae; sealing; maintenance; and socket and light source as described in § 150.0(k)1G A,
elevated temperature musf 6e insta�led by final inspection in all recessed downliqht luminaires in ceilings-
Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be elec[ronic and must
81ank Electrical Boxes. The number of eiectrical boxes that are more than 5 feet above the f nished floor antl do not co�tain a luminaire or
§ 150.0(k)1 B: other device must be no grea[erthan the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor confrol, or
§ 150.0(k)1C:
§ 150A(k)1 D:
§ i5Q0(k)1E:
§ 150A(k)1 F:
a residentiel light source must
rtsfor.insulation contact
6-E light source rated ior
an output irequency no
Night Lights. PermanenHy installed night lights and night Iights integral to installed luminaires or exhaust fans must be rated to consume no
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
Lighting Integrat to Ezhaust Fans. lightlng
Screw 6asetl luminaires. Screw basetl luminaires must not be recessed downlighl luminaires in ceilin9s and must contain lamps that cromply
§ i 50.0�k�1 G: with Reference Joint Appendix JAB. �nstalied lamps must be marked with "JA8-2016" or "JA8-2016-E" as spec�ed in Reference Joint Appendix
JAB.'
§ 150.�(k)26:
§ 150.0(k)2Q
§ 150.0(k)2D:
§ 150A(kj2E
§ 15�.0(k)2F:
§ 150.O�k)2G
§ 150.0(k)2H:
Enclosed Luminaires. Light sources installed in enclosed luminaires must 6e JA8 compiiant and must be marked witM `JAS-2�16-E"
Interior Switches and Controls. All foreartl phase cut dimmers used with LED light sources musl comply with NEMA SSL 7A,
Interior Switches and CoMrols. Exhaust fans must be switched separately from lighting systems.'
lnterior Switches and Controls. Luminaires must be switched with readily accessible controls ihat permit the luminaires to be manually
switched ON and OFF.
Interior Switches and Controls. Controls and equipment must be installed in accoNance with manufacturer's insWctions.
Interior Switches and ConYrols. No control must bypass a dimmer or vacancy sensor function if the con(ml is
§ 150.0(k).
Interior Switches and Controls. Lighting controls must comply with the appilcable reqoirements of § N0.9.
interior Switches and Controls. An energy management control system (EMCS) may be used to comply w@h dimmer requirements if it:
functions as a dimmer according to § 110.9; meets the Instailation Cedifirale requirements of § 130.4; meets the EMCS requirements of §
Intenor Switches and CoMrols. An EMCS may be used [o comply with vacancy sensor requirements in §'
following: it func9ons as a vacancy sensor according to § 11Q9�, the Instailation CeAifcate requirements o( §
the EMCS requirements of §
§ 150A(k)2i: �nterior Svritches and Controls. A multiscene programmable controiler may he used to comply with
.�.,.,,.,..,�.....,.�:.....�,..,:_...._...___..,:__._ � ,,,, � __• ____�:__...,�. _�� _,�--'-''--"' --'
2016 Low-Rise Residential Mandato
§ 150.0(k)2J:
Interior Switches and Controls.
garaces. iaundry rooms,
§ 150A(k�2K:
§ 1509(k)3A:
Interior Switches and
Measures S
iry rcoms.. at least one
ners or vacancy sensors must control ail luminaires required to
luminaires fn closets Iess than 70 sauare feet and luminalres In
Intenor Switches and Controls. Undercahinet Ilghtinc musi be switched separately from other lighfing sysiems.
spaces must
ftesidentlai Outtloor Llghting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, flr io oihei
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)3Ail (photocell and motion sensor) or item § i50A(k)3Aiii (phoio control and automatic time switch conVol, astronomicai time clock, or
Resitlential Duttloor Lighting. "ror Iow-rise multifamily residential buildings, outdoor lighting for private paiios, entrances, baiconies,
§ 150.0(k)38: and pomhes; and outdoor IlgMing ior 2sidential parking lots and residential carports with less than e(ght vehicles per site must comply with
either & 150.fl(k13A or with the aoolicable reauirements in S6 110.9. 130.0_ 1302 130.4. 1407 antl 141.0.
§ i50A(k)3Q
§ 150.0(k)3D:
§ 150.0(k�l:
§ 150.0(k)5:
Por low-rise residentiel buildings with four or more dwelling units, outdoor lighting not regulated by
Residential Outdoor Lighting. Outdoor lighting for residential parking lots a
vehkles per site must comply wifh �he applicable 2quirements in §§ 110.� 1
Intemally illuminated address signs. Internaliy illuminated address signs n
power as determined aceordinq to & 930.0(G.
r Eight or More Vehicies. ligh[ing for residential
for nonresidential aaraoes in &6 110.9. 130.0. 13(
or more
140.7, and 14?.0.
40.8; or must consume no more lhan 5 watts
for eigh[ or more vehicles must comply with the
and 141 0.
Intenor Common Areas of Low-rise Muiti�Family Residential Buildings. In a low-rise mWtifamily residential building where the total interior
§ 150D(k)nA: common area in a single 6uilding equals 20 percent or less of the floor area. permanently instailed lighting for the interior common areas in that
building musi be high efficacy luminaires end controlled by an occupant sensor.
Interior Cammon Areas of Low•rise Multi-Pamily Residential Buildings. In a low-rise multi(amily residential building where ihe total Interior
common area in a single building equals more than 20 percent of the tloor area, pertnanently installed lighting in that builtling must
§ 150.0(k)68: i. Comply with the appiicable requirements i� §§ 110 9, 130.0. 130.1, 140.6 and 141.0; and
ii. Lighting installed in corridors and stairwelis musl be controlletl by occupant sensors that reduce the lighting power in each space by at leasl
50 percent. The occupant sensors must be capable of turninq the liaht ful!v on and off irom ail desioned oaths of inoress and eoress.
Solar Ready Buildings:
Singie Family Resitlences. Single tamily resideoces located in subdivisions with ten or more single family resitlences antl where ihe
§ 110.10(aj1: application ior a tentative subdivision map for lhe residences has been deemed complete by the enforcement agency must comply with the
reauirements af 5 110.10(b) thmuah & 110.10(e).
11 Q10(a)2: t,ow-rise Multi-family Buiidings. Low-rise multi-famity buildings must compiy with the raquirements of § 11 �.10(b) through § 110.10(di.
§ 110.10(b)1
Minimum Area. The solar zone must have a minimum total area as descnbed beiow. The �olar zone must compiy with aa;,ess, pathway, smoke
ventilation, and spacing requirements as specifed in Title 24, Patl 9 or other Pa�ts of Tit�e 24 or in any requfrements adopted by a Iocal
jurisdiction. 7he solar zone tatal area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square fee�
each for buildings with roof areas less lhan or equal to 14000 square Feet or no less than 160 square feet each for buildings with roof areas
greater than 10,000 square feet
For single family residences the solar zone most be located oo the roof or overhang of the building and have a totai area no less than 250
squara feet. For low-rise mulfi-femily buildings the solar zone must be bcaled on the roQf or overhang of the buil�ng, or on the roof or overhang
of another strooture located within 250 feet ot �he building, or on covered perking inatailed with the building project, and bave a total area no less
.. .� . ..� . .. . ... . .... . �. . .... .
§ 110.10(b)2: Orientation. All sections of the solar zone located on
§ 110.10(b)3A: Shadinq. The solar zone must not contain any obstn
�„r�oa o�„��mo�, �
roofs must be oriented betwaen 170 degrees and 270 degrees of true nodh.
ng but not limited to: vents, chimneys, architectural feaNres, and roof
Shading. Any obstruction located on the roof or any other pad of the building that proiects above a solar zone musl be loratetl at least twice the
§ 110.10(6)36�. distance, measured in the honzontal plane, of the height diBerence befween Che hlghest point of th2 obstruction and the horizontal projection of
th= nearest point of the solar zone, measured in the vertical plane.'
§ 110.10(b�: Structural Design Loads on Canstruction Documents. For areas of the roof designated as solar zone, the stmcturai design loads tor roof
.J....A I.....1 n..A .....(I:.... I.....� ...�...� l.. ..1.....1.� :�..I:....�....I �., eL.. �......a.....a...� w��.��....��
Interconnection Pathways. The constructioa documents must indirate�, a location for imerters and metenng equipment and a pathws
§ 110.1�(e): 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 6e the main ServiCe paneq:. and a pathwaV for r0utinq of plUmbinq from the Solaf Zone t0 the Watef-heatlnq SVStam
§ 110.10(d): Documentation. A copy of the construction documents cr a
� 110.10(e) must be provfded to the occuoant.
§ 110.10(e)1
§ 110.10(e)2:
Main Electrical Service Panel. The main elechical service panel must have a minimum busbar rating o( 200 amps.
Main Electncal Service Panel. ihe main elecVical servioe panel must have a reserved space to allow for the installation of a double pole circuit
breaker for a future solar electric installation. The reservetl space must be: positioned at the opposite (load) end from the input feeder location or
main circuit loca6on; and permanenfiv marked as °For Future Solar Eiectric".
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Project Name Date
AHUERO RESIDENCE's RV garage 2/6/2019
System Name Fioor Area
HVAGZI 1,178
ENGINEERING CHECKS SYSTEM LOAD
Number of Systems � COIL COOLING PEAK COIL HTG. PEAK
Heatin S stem CFM Sensible Latent CFM Sensible
Output er S stem �2,OD0 Total Room �oads 756 13,444 1,360 252 tp,7gp
Total Output {Btah) �2•o�� Return Vented Lighting o
Output atuh�s H t0�2 Retum Air Ducts a �
Coolin System Return Fan � o
OutputperSystem 36,000 Ventilation 376 13,301 3,867 376 17,734
Total Output (Btuh) 36,000 Suppty Pan � o
Total Output (Tons) 3�� Suppty Air Ducts � 0
Total Output Btuh/s ft) 30.6
Total Out ut s ftffon 392�7 TOTAL 5YSTEM LOAD 26,745 5,227 28,526
Air S stem
CFM per5ystem ��200 HVAC EQUIPMENT SE�ECTION
Airflow cfrn 1.200 ARU3fiRLF/AOU9RLFW 34,6A1 0 7,495
Airtlow(cfmisqft) t�02
Aifiow (cfmRon 40Q.0
..._. _ _..__ — ___..._
Outside Air % 31 �3�° Total Adjusted System Output 34,641 0 �,495
Outside Air (cfmis ft) 0.32 (Adjusted for Peak Design condiVions)
Note: values above iven at ARI conditions TIME OF SYSTEM PEAK ��, Aug 3 PM Jan t AM
HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heatin Peak
Z6 °F ',i6 °:`= 5"v °F 11 C "`�
Q _ �� : � E j��
Outside Air �
�
376 cfm Suppty Fan Heating Coil T�� �F
7,200 cfm
_______. ___. . . . .._.....-
Fioc}M lE.o,.
TJ °' 70 °F
�j ( � � � (
i i
COOLING SYSTEM PSYCHROMETRICS (Airstream Temperetures at Time of Cooling Peak)
ttif78"f 88i?-�7°P fl&?70°F 81t60°P
Outside Air � � � � � �� —�
3?6 cfm Supply Fan Cooling Coil 61 ,` 80'F
1,200 cfm Q -- - , - »++e»+w^.
52.3%a RO�M :.:..:
___.._....__.....____��
"r$iSo°r' tolfifi�f
� ! I ; �' �
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