PMT16-01894 City of Menifee Permit No.: PMT16-01894
29714 HAUN RD. Type: Residential Electrical
'(;kCCEL/? MENIFEE, CA 92586
MENIFEE Date Issued: 06127/2016
PERMIT
Site Address: 25872 CARAVAN CT, MENIFEE, CA Parcel Number: 358-512-005
92584 Construction Cost: $16,000.00
Existing Use: Proposed Use:
Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM 16 MODULES, 1 INVERTER, 5.2KW
Work:
Owner Contractor
DANIEL MONIZ I E S RESIDENTIAL INC
25872 CARAVAN CT P 0 BOX 947
MENIFEE, CA 92584 STAFFORD.TX 77497
Applicant Phone: 2814982212
ALBERT GORRIN License Number:912189
1 E S RESIDENTIAL INC
P O BOX 947
STAFFORD, CA 77497
Fee Description ON Amount($1
Solar, Residential or Small Commercial 1 252.00
Building Permit Issuance 1 27.00
Additional Plan Review Electrical 158 157.50
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 3.00
General Plan Maintenance Fee-Electrical 1 12.60
$453.10
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six
months after issuance,or where the work commenced is suspended or abandoned for six months.shall expire,and fees paid shall be
forfeited.
AA_Bldg Permit_Template.rpt Page 1 of 1
CITY OF MENIFEE
(Expires
CENSED DECLARATION property who builds or improves thereon,and who contracts forthe projects
with a licensed contractor(s)pursuant to the Contractors State License Law).
ereby affirm under penalty of perjury that 1 am under provisions of
apter9(commencing with section 7000)of Division 3 of the Business and D I am exempt from licensure underthe Contractor's State License Law for
ofessions Code and my license is in full force and effect. the following reason:
cense Class C-1 a License No. ,l/Z��T_ By my signature below l acknowledge that,except for my personal residence
5A I i01 , Signature f� In which I must have resided for at least one year prior to completion of
re
improvements covered by this permit.I cannot legally sell a structure that I
ER'S COMPENSATION DECLARATIO have built as an owner-builder if it has not been constructed in its entirety by
reby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section
nd will maintain a certificate of consent ofself-insure for worker's 7044 of the Business and Professions Code,is available upon request when
ensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website:
tion 3700 of the Labor Code,for the performance ofwork forwhich www.leeinfo.ra.eov/calaw.html.
rmit Is IIIssssu_ed. zq /T(!/� ���/JUDate
PROPERTY OWNER OR AUTHORIZED AGENT
ve and will maintain workers compensation insurance,as required byn 3700 of the Labor Code,forthe performance of the work forwhich ❑By my signature below I certify to eachof the following:I am the property
ermit is issued.My workers compensation Insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this
er are: / application and the information I have provided is correct.I agree to comply
C3L �!-���L/L,,Z� C�6/✓. li- with all applicable city and county ordinances and state laws relating to
r �l building construction.I authorize representatives of this city or county to
Policy N XL17DttJ` 41;re) ?L Expires /U ` � •�� enter the above identified property for inspection purposes.
(This section need not to be completed is the permit is for one-hundred Date
dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT
o I certify that in the performance of the work for which this permit Is Issued, O"✓w 1�J���
I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE q _✓�44V
workers compensation laws of California,and agree that if I should becomeIPROPERTYO
ZARDOUS MATERIAL DECLARATION
subject to the workers compensation provisions of Section 3700 of the Labor
Code,I shall forthwith co IV with those provisions. l the applicant or future building occupant handle hazardous material or a
Date 6"G'•�6ture containing a hazardous material equal to or greater that the
Ap icant ounts specified on the Hazardous Materials Information Guide?
WARNING:F I RE TO SECURE WORKER'S COMPENSATION COVERAGE 15es I�dNo
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIESll the)intended use of the building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($10D,000),INupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FORst Air Quality Management District(SCAQMD)?See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES guidelines
CONSTRUCTION LENDING AGENCY es ,Fi'No
I hereby affirm that under the penalty of perjury there is a constructionll the proposed building or modified facility be within L000 feet of the
lending agency for the performance of the work which this permit is issueder boundary of a school?
(Section 3097 Civil Code) es kNNo
OWNER BUILDER DECLARATIONS ve read the Hazardous Material Information Guide and the SCAQMD
I hereby affirm under penalty of perjury that I am exempt from themitting checklist.I understand my requirements under the State of
ifornia Health&Safety Code,Section 25505 and 25534 concerning
Contractors License Law for the reason(s)indicated below by the ardous materi reportin
checkmark(s)I have placed next to the applicable Rem(s)(Section 7031.5s X ? ll
Business and Professions Code).Any city or county that requires a permit to �� Date
construct,alter,improve,demolish or repair any structure,priorto itsOPERTYOWNE R AUTHORIZED AGENT
Issuance,also requires the applicant for the permit to file a signed statement
that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING(RRPI
License Law(Chapter9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978
and the basis for the alleged exemption.Any violation of Section 703LS by residence or childcare facility to be RRP-certified firms and comply with
an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property
than($500). managers who do the paint-disturbing work themselves or through their
D I,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.epa.gov/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323).
Code;The Contractors State License Law does not apply to an owner of a D An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees'or personal effort,builds or improves the
property provided that the improvements are not intended or offered for Certified Firm Name:
sale.If,however,the building or Improvement is sold within one year of Firm Certification No.:
completion,the Owner-Builder will have the burden of proving that it was
not built or improved for the purpose of sale. ❑No EPA Lead-Safe Certified Firm is required for this project because:
❑I,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP
Acknowledgement.
BUILDING & SAFETY PERMIT/PLAN
• APPLICATION
Menifee
DATE PERMIT/PLAN CHECK NUMBER
TYPE: ❑COMMERCIAL ®RESIDENTIAL ❑MULTI-FAMILY ❑MOBILE HOME ❑POOL/SPA [_-]SIGN
SUBTYPE: [-]ADDITION ❑ALTERATION []DEMOLITION []ELECTRICAL []MECHANICAL
❑NEW ❑PLUMBING [-IRE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK v N ( 1 6 ¢ ut- a-r I INU',z-
. 2 VDC. a-bo
PROJECTADDRESS 72q A0 Cou
ASSESSOR'S PARCEL NUMBER !f2pCC//'Si)�-bb'5 LOT 4— TRACT
PROPERTY OWNER'S NAME D "j
ADDRESS 5871 u & FLI
PHONE C7/y) 7'.1-7';Let'3 EMAIL
APPLICANT NAME AGREILI C-or-r-th)
ADDRESS ( o ;F4ILeoqp COICOPJAa 8
PHONE (g5l)Y00-732'i EMAIL oK Ihl Ir
CONTRACTOR'SNAME ( S gESIZ>EN-rIAL OWNERBUILDER? ❑YES®NO
BUSINESS NAME
ADDRESS 'io FLAT a o, `iaL B�
PHONE EMAIL
CONTRACTOR'S STATE LIC NUMBER 912164 LICENSE CLASSIFICATION G 16
VALUATION$ 11,K. SQ FT ;2 so L SQ FT
APPLICANT'S SIGNATURE DATE
CITY STAFF USE ONLY
DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER
BURRING PLANNING ENGINEERING FIRE GREEN SMIP (/
INVOICE /]G1G.�p PAIDAMOUNT
AMOUNT OCASH OCHECK tt OCREDIT CARD VISA/MC
PLAN CHECK FEES PAIDAMOUNT 0CASH 0CHECK# OCREDITCARD VISA/MC
OWNER BUILDER VERIFIED OYES 0 NO DL NUMBER NOTARIZED LETTER 0 YES O NO
City of Menifee Building&Safety Department 29714 Haun Rd. Menifee, CA 92586 951-672-6777
www.cityofinenifee.us Inspection Request Line 951-246-6213
EsGil Corporation
In Partnership with Government for(Building Safety
DATE: 06/22/16 rJU
LICANT
/ IS.
JURISDICTION: City of Menifee N REVIEWER
❑ FILE
PLAN CHECK NO.: PMT16-01894 SET: I
PROJECT ADDRESS: 25872 Caravan Ct.
PROJECT NAME: DANIEL MONIZ 6,000 Watts Solar Photovoltaic System
® The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
❑ The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
❑ The applicant's copy of the check list has been sent to:
® Esgil Corporation staff did not advise the applicant that the plan check has been completed.
❑ Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: — Telephone #:
Date contacted: `- (t(y / ) Fax #:
Mail Telephone Fax in Person E-mail:
❑ REMARKS:
By: Sergio Azuela Enclosures:
EsGil Corporation
❑ GA ❑ EJ ❑ PC 06/16
9320 Chesapeake Drive, Suite 208 ♦ San Diego,California 92123 ♦ (858) 560-1468 ♦ Fax(858)560-1576
City of Menifee PMT16-01894
06/22/16
[DO NOT PAY— THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-01894
PREPARED BY: Sergio Azuela DATE: 06/22/16
BUILDING ADDRESS: 25872 Caravan Ct.
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
BUILDING AREA Valuation Reg. VALUE ($)
PORTION ( Sq. Ft.) Multiplier Mod.
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code mnf Imanual Input
Bldg. Permit Fee by Ordinance W
Plan Check Fee by Ordinance W
Type of Review: ❑ Complete Review ❑ Structural Only
❑Repetitive Fee ❑ Other
Repeats � 1.51 Hrs.
EsGil Fee 1 $105.00 $157.50
Based on hourly rate
Comments: 1 1/2 hours plan review.
Sheet 1 of 1
macvalue.doc+
& ASSOCIATES
CJ�ft/C�!/!Q�VQlflltP�'!J
STRUCTURAL CALCULATIONS
FOR City of Menifee
Building & Safety Dept.
JUN 15 2016
PHOTOVOLTAIC ived
ARRAY
Moniz Residence
25872 Car v C
Menifee, 4
Q'3o ES
L/
C3 S 1 r
. 1231 17
3
CLI NT: S Residential
JO NO: 09-3457
M1
I/\
175 E.WILBUR ROAD, STE 103 ^ THOUSAND OAKS, CA 91360
P 805.496.2100 - 1605.496.2442 ° e solar@VinciSE.com
DATE: 6/10/2016 ASSOCIATES SHEET: 1
PROJECT: Moniz Residence 31ruclaral 6agnfeera JOB No: 09-3457
25872 Caravan Ct 175 E.W ILBUR ROAD.STE 103 •THOUSAND OAKS.CA 913GO ENGR. JRV
Menifee, CA 92584 p805496.2100 • f605496.2442 • e solar@VlnclSE cam
CLIENT: IES Residential
DESIGN DATA:
ROOF DESIGN LOAD:
ROOFING ( Concrete Tile ) = 12 psf
SHEATHING = 2
ROOF RAFTERS I TRUSS = 2
MISCELLANEOUS = 1
ROOF RAFTER/TRUSS DESIGN DEAD LOAD = 17.0 psf
CEILING 8 INSULATION = 3.25
MISCELLANEOUS = 1.25
DESIGN DEAD LOAD = 21.5 psf
DESIGN LIVE LOAD = 20 psf
DESIGN SNOW LOAD — 0 psf
WIND DESIGN CRITERIA:
BASIC WIND SPEED = 110 mph
WIND EXPOSURE = C
NUMBER OF STORIES = 1
SOLAR MODULE
Solar Module Width: = 41.2 in
Solar Module Length: = 61.4 in
Solar Module Area — 17.57 112
Solar Module Dead Load = 2.6 psf
Number of PV Modules = 16
Number of PV Mounts to Roof = 24
Maximum Spacing of Mounts = 6 ft,D.C.
Tributary Area to Mounts
17.57 fe x ( 16 ! 24 } = 11.71 ft2 (Average)
( 6 It oc x 61.4 in / 12"/ft)/2 = 15.35 ft2 (Worst Case)
Solar Module Vertical Support Point Load:
15.35 ft2 x 2.60 psf = 39.9 Ibs
TOTAL AREA OF ADDED SOLAR PANELS
( 3.43 ft x 5.12 ft ) X ( 16 Modules ) = 281.1 ft2
DATE 6/10/2016 1 a J C, U & ASSOCIATES SHEET: 2
PROJECT: Moniz Residence 31mclurvI(5nginee s JOB NO 09-3457
25872 Caravan Ct 175E.WILBUR ROAD.STE103 -THOUSAND OAKS.CA 91360 ENGIR JRV
Menifee,CA 92584 805.496.2100 805.496.2442 solar@VlnclSE.com
CLIENT: IES Residential
DESIGN CONNECTION TO ROOF TO RESIST WIND UPLIFT
' REFER TO NEXT SHEET FOR
UPLIFT FORCE CALCULATIONS
318'x 314'Hex Boil ZONE 1 UPLIFT = 23.6 psf 2.6 psf
316'Flat Washer lyp.
Design Farce=( Uplift x(0.6) ) -2.6 psf
` - 7I Net Uplift= 11.6 psf
le Roar Hook 1.50 Connections per Module (MIN)
�Concmte s TBe
I 5116•x3'Lag scmwc '�;1�; J' __ 16 Modules, 24 Connections
Use 5116'Flat Washers �^ 2
2 V2'Min.Emhetlment� Max Trib Area = 15.35 ft
UPLIFT/CONN. = 15.4 ft2 x 11.6 psf
= 177.7 Ibs/conn
-= ---`� PER 2012 NDS (TABLE 11.2A)
Zx Ran \L-. PALLow = 258 Ibs/in x CO x CI
for(1) 5/16" lag bolt
WITH 2.00" PENETRATION INTO JOIST
PALLow = 2.00 " x 413 Win
= 825.6lbs > 178lbs
Therefore O.K.
FACTOR OF SAFETY:
F.O.S. = 4.65 > 1.5
Therefore O.K.
ZONE 3 UPLIFT = 58.9 psf -2.6 psf ZONE 2 UPLIFT = 39.3 psf -2.6 psf
Design Force=( Uplift x(0.6)) -2.6 psf Design Farce=(Uplift x(0.6) ) -2.6 psf
Net Uplift = 35.4 psf Net Uplift= 23.6 psf
1.50 Connections per Module (MIN) 1.50 Connections per Module (MIN)
16 Modules, 24 Connections 16 Modules, 24 Connections
Max Trib Area = 15.35 ft2 Max Trib Area = 15.35 ft2
UPLIFT/CONN. = 15.4 ft2 x 35.4 psf UPLIFT/ CONN. = 15.4 ft2 x 23.6 psf
= 542.8 Ibs/conn = 362.3 Ibs/conn
PER 2012 NDS (TABLE 11.2A) PER 2012 NDS (TABLE 11.2A)
PALLow= 258 Ibs/in x CD x Ct PALLOw = 258 Ibs/in x CD x Ct
for(1) 5116" lag bolt for(1) 5/16" lag bolt
WITH 2.00" PENETRATION INTO JOIST WITH 2.00" PENETRATION INTO JOIST
PALLow= 2.00 " x 412.8 Win PALLOW = 2.00 " x 413 Win
= 825.6lbs > 543lbs = 825.6lbs > 362lbs
Therefore O.K. Therefore O.K.
FACTOR OF SAFETY: FACTOR OF SAFETY:
F.O.S. = 1.52 > 1.5 F.O.S. = 2.28 > 1.5
Therefore O.K. Therefore O.K.
PROJECT: 58?2fC Residence PAGE: 3
CLIENT: '25872 Caravan Ct McMfae,CA 9256a DESIGN BY: JftV
JOB NO.: '1S3467 DATE: 0611DI16 REVIEW BY:
Wind Ana[ ]afor Low-rise Bulddinn ,Based on ASCE 7-2010 1 CSC 2013
INPUT DATA
Exposure category(e,C D.ASCE 7-1U 28 731 C Importance
Imponalutce factor(ASCE 7q0 Table 1.5-2) Iw = 1.00 for all Category
Basic wind speed(ASCE 7-1026.5.1 or 201215q V = 110 mph
Topographic faftf(ASC:E 7.10 2e.e a Table 2e.ea) Ka = 1 Flat
Building height to save he 10 it
Building height to ridge hr = 15 it _ 1.
Building length L = 51.16667 ft
Building width B = 26.31429 8 L-B-11
Effed[va area of components(or Soler Panel me) A 17.56722 8e
DESIGN SUMMARY
Max horizontal force normal to building length,L,face = 12.28 kips,SO level(LRFD level),Typ.
Max horizontal forte normal to building length,B,face = 5 5B kips
Max total honmIN3l torsional had = 66.34 8-kips
Max total talerand force - 22 86 kips
ANALYSIS
Velwty pressure
qh=0.00256 Kh Ka KeV2 22.38 psi
where: or=ve:ocity pressure at mean=1 height h (Eq.28.3-1 page 298 8 Eq.30.3-1 page 316)
Kh=velocity pressure exposure coefficient evaluated at height,h.(7m.2e.3-1.ae 299) = 0.05
KI=wind dhectionalily factor.(Tab.26 6-1,for bu:deg,papa 250) = 0.85
h=mean root height = 12.50 8
<60 it,[Satisfactory] (ASCE 7.10 26.2.1)
c Min(L,B),[5atidactoryl (ASCE 7-10 26.2.2)
Design pressures for MWFRS
p=qh[(G Cor)-(G Cp)l
where. to=pressure In appropriate zone.(Eq.28.4-1,page 298). p hn= 16 psi(ASCE 7.10 28.4A)
G Car=product of gust effect(whir and external pressure coefficient,see table below.(Fig.28.4-1.page 300 6 301)
G Cy,=product of gust effect factor and internal pressure coeffidenl.(Tab.26.11-1.Enclosed Budding.page 258)
0.15 or .0.18
a-width of edge strips,Fig 26.4-1.note 9,page 301, MAX[MIN(O.18,0.1L,0.4h),MIN(0.046,0.041-),3] = 3.00 It
Net Pressures(Psi),Basic Load Came Net Pressures ,Torsional Load Ceres
Roof angle 0 = 20.81 1 Roclf angle 6 = 0.00 Root an le 0 = 20.81
Surface Na(t�Pn=ue With Nati MmoevAlh Such. NO
Prwruls wlN
G CT, (•GCr.) OCcr (-GC,.) (.GC,,) 64r (�GCIi) {-GCoI)
1 0.53 7.89 15,94 -0.45 -14.10 -6.04 1T 0.53 1.97 3.99
2 .0.62 .17.84 -9.79 .0.69 -19.47 -11.41 2T -0.52 4.46 -2.45
3 -0.48 -14.68 -0,82 -0.37 -1231 -4.25 3T .0.48 -3.67 -1.66
4 -0.43 -13.54 -5A9 -0.45 .14.10 -6.04 4T -0.43 .3.39 -1.37
5 0.40 4.92 1298 Root an le 0 - 0.00
6 -0.29 -W.52 -246 Sw1am Nrl Pressure M(h
1E 0.79 13.68 21.73 -0.46 .14.77 -6.71 0C0r
2E -0.96 .25.55 -17.50 -1.07 -27.98 -1992 5T 0.40 1.23 3.25
3E -0.68 -19.18 -11.12 -0.53 .15.89 -7.83 6T -0.29 -2.63 -0.62
4E .0.63 -18.06 -10.01 .0.43 -14.77 -6.71
5E 0.61 9.62 17.60
6E 1 -0.43 1 .13.65 1 -5.60
if r r s
a rt x s sr ]r Lx
IC 1 11 1 r x i
rppxer Re to
i4x0rapCfM N[11P[Mtt rPxl}r e..rW px6mx PRrc[x¢CWx[a r,beILOM[aM xe[Im[CLGMPtn �ax9 xVCroY
Load Cosa A(Transverse) Load Cosa B(Longitudinal) Load Case A(Transverse) Load Case 8(Longitudinal)
4
Basic Load Case A ransverse Direction Basic Load Casa B(Lon Itudlnal Direction)
HBO I Procure a with Area PM5u, W with
Surtece (s') (-GCe.) SurtatB (fl) (+GCPI) I I-GCPI)
1 452 3.56 7.20 2 636 -12.38 -7.26
2 636 -11.34 -6.22 3 636 -7.83 -2.70
3 636 -9 33 -4.21 5 266 1.31 3.45
4 452 -6.12 -2.48 6 266 -2.79 •0.65
1E 60 0.82 1.30 2E 84 -236 -1.68
2E 84 -2.16 -1.48 3E S4 -1.34 -0.66
3E 84 -1.62 -0.94 5E 63 0.61 1.12
4E 60 4.08 460 6E 63 -087 -0.35
Horiz. 10.68 10.68 Hertz. 5.58 5.58
P Vert. -22.86 -1201 i Vert. -19.12 .859
ten wend Honz. 1228 12.20 Un Wra Honz. 5.26 5.26
28.44 Vert. -21.54 .2154 2844 Vert -21.54 .21.54
Toralonal Load Case A(Trans me Direction Torsional Load Cass B ILonfilludloal Dlmction
Area Prssv k will+ Tonscf 114; Haa Pressure Wth To,s]. It-M
SO= (fl') (+GCPI) (•G('rol) NC+CPI) (-GCP.) Sad= In'1 HGCPI) (-GCP,) (NGCPi) (-GC,.)
1 196 1.54 3.12 17 35 2 636 -12.38 -7.26 -7 A
2 276 492 -2.70 -20 •11 3 636 -7.83 -2.70 4 1
3 276 405 -1.83 16 7 5 101 0.50 1.31 2 6
4 196 -2 65 -1.07 30 12 6 101 -1.06 -0.25 5 1
1E 60 0.82 1.30 19 29 2E 84 -2.36 -1.68 20 14
2E 84 -2.16 -1.48 -17 •12 3E 84 -1.34 -0.66 -11 -0
3E 84 -1.62 -0.94 13 B 5E 63 0.61 1A2 7 13
4E 60 -1.08 -0.60 24 14 6E 63 -0.87 -0.35 10 4
1T 256 0.50 1.02 -6 •13 5T 164 0.20 0.53 -1 .3
2T 360 -1.61 -0.88 7 4 6T t6d -043 -0.70 -3 -1
3T 360 -1.32 -0.60 .6 3 Total Hodz.Torsional Load.Mr 27.1 1 27.1
47 256 117
-0.35 -11 •4
Tplal Hodz.Torsional Load,Mr 66 66
fission pressures for components and cladding > : s xr
p=4nl(G CP)-(G CoI)) esf1�� �'-+--+ I'
where: p=pressuleoncamponenl.(Eq.30.4.1,pg 310) r"°• la sins'• + +' b Ltd
pmm= 16.00 psi(ASCE 7-10 3022)GCP=external pressure coeRfNenl. Walls � ' si
see table below.(ASCE 7.10 304.2) Roof e.+• Roof s•+-
EHaollwI Zone Zone2 Zone Zone ZBne5
AMa(It't GCP I -GCP GCP I -GCP I Gee -GC,. GC, I •GCe GCP •GCP
C 17,56722 0.45 -0BB 045 -1.58 045 -245 096 -t06 0.96 -1.31
Comp.a Cladding 1 i
Zane Zenl ZBne4 zones
Pressure ;;; ZOM r . Vml11n I rY IM I Pu IM aw I Pw M I P." u-
(PSI) 16.00 1 -2362 1 16.00 1 -39.34 1 1600 I •5B 93 1 2544 1 -2768 2544 1 -33.43
Note: If the effective area Is met Solar Panel area,the only zone 1,2,or 3 apply.
DATE: 6/10/2016 G' ` N i & ASSOCIATES SHEET: 5
PROJECT: Moniz Residence cSln rlara/Cngineer4 JOB NO.: 0"457
25872 Caravan Ct 175 E.WILBUR ROAD,STE 103 -THOUSAND OAKS,CA 91360 ENGRJ JRV
Menifee, CA 92584 p 805 496 2100 • 1005.4962442 • a IarQVinciSE.wm
CLIENT: IES Residential
LATERAL FORCES: (Base Shear Calculations - 2013 CBC)
SEISMIC:
Site Class: D (Use D if unknown)
S1= 0.600 (USGS Software) Ss= 1.50 (USGS Software)
F,= 1.5 (Table 1613.3.3(2)) Fa= 1.0 (Table 1613.3.3(1))
I = 1.0 (Table 11.5-1 ASCE 7-10)
R = 6.5 (Table 12.2-1 ASCE 7-10)
SMs = Fa*Ss= 1.5 (Eq, 16-37) SOB= 2/3* SMS= 1.00 (Eq. 16-39)
SMI= F�*S7= 0.9 (Eq. 16-38) Sol = 213*SM1 = 0.60 (Eq. 1640)
TL= 8 s (Figure 22-12 ASCE 7-10)
T= C7*(h )` = 0.112 s (Eq. 12.8-7) CI= 0.02 (Table 12.8-2 ASCE 7-10)
hn= 10.0 ft x= 0.75 (Table 12.8-2 ASCE 7-10)
**GOVERNS**
VMIN = ( SDS))( R/1) = 0.15 W (Eq. 12.8-2 ASCE 7-10)
NEED NOT EXCEED:
IF T <_TL USE:
V = ( So1)/T*( R/I) = 0.82 W (Eq. 12.8-3 ASCE 7-10)
IF T>TL USE:
V = (SD1)*(TL)/T2*( R/1) = 55.38 W (Eq. 12.8-4 ASCE 7-10)
SMALL NOT BE LESS THAN:
V = 0.01 W (Eq. 12.8-5 ASCE 7-10)
ZUS(js Design Maps Summary Report (�
User--Specified Input
Building Code Reference Document 2012 International Building Code
(which utilizes USGS hazard data available In 2008)
Site Coordinates 33.685590N, 117.15452OW
Site Soil Classification Site Class D-"Stiff Soll'
Risk Category I/II/III
cA.KEvt
U t
i } omdan �pn{�Dm�rtd Hemet
l ,hid, I - W--.rFE M'rddMFan
Chi Sr/ t t ba �W-in�C lsrh-� g9hro q� s� xit tsor�
¢}
"Pon Rd
Elsinore °o4rtiuG0111
j
; edcoHili .sw_ned -. 4fA -
x, y` .iEr
- �
uSGS-Provided Output A
SS = 1.500 g Sin= 1.500 g S05= 1.000 g
St = 0.600 g SM3 = 0.900 g Sol = 0.600 g
For Information on how the SS and SS values above have been calculated from probabilistic (risk-targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the"2009 NEHRP"building code reference document.
MCER Response Spectrum Design Response Spectrum
1.6s
1.50 l.to
1.3s o.5e
1.70 o.es
LOS 0.77
.^.P. 0.30 0.66
N 0.75 (A 0.55
0.90 0,44
Q45 0.77
0.30 0.12
0.15 0.11
D,DD a.00
0.00 0.20 0.40 0.60 0.60 1.00 1.20 3.40 l.60 1.00 LOD a 00 030 0.40 0.60 0.80 L.DO I.20 1.40 I.60 7.80 2 00
Period.T(sect Period,T(sm)
Although this information is a product of the US.Geological Survey,we provide no warranty,expressed or Implied,as to the
accuracy of the data contained lhereln.This tool is not a substitute for technical subject-matter knowledge.
DATE 6/10/2016 it & ASSOCIATES SHEET: 7
PROJECT: Moniz Residence c51rudaral Cingineers JOBNO.: 09-3457
25872 Caravan Ct 175 E.W ILBUR ROAD.STE 103 •THOUSAND OAKS,CA 91360 ENGR.: JRV
Menifee, CA 92584 p805496.2100 • 1805496,2442 • esolar®VIncISE.com
CLIENT: 'ES Residential
LATERAL FORCES 2013 CBC: (BASE SHEAR- Conservative)
Ft
RODE= 5.0 ft
SEISMIC BASE SHEAR:
V= 0.15 W (SEE PREVIOUS) h1 = 10.0 ft
Ft ROOF= 22 PSF
WALLS = 7
28.5
x 0.154
4.38 PSF
WIND LOADS:
Governs
Ps= Akrt1wN30 (E9. 6-1)
A= 1.21 P530A= 19.20 psf PSA 23.27 psf
iw, 1.00 P530B= -10.00 psf pse -12.12 psf
ke= 1.00 Ps3oC= 12.70 psf psc 15.39 psf
Ps360= -5.90 psf No -7.15 psf
F1DLT: _ ( 5 ft + 10 ft/2 )x (23.2704 psf+12.12 psf) = 354 lb/ft
F1ASII: = 353.90 lb/ft x 0.6 = 212 Iblft
DATE 6/10/2016 `s' O r:l 0 I & ASSOCIATES SHEET: 8
PROJECT: MOnlz Residence c$lraclural Cngineer.r JOB NO. 09-3457
25872 Caravan Ct 175 E.WILBUR ROAD,STE 103 •THOUSAND OAKS,CA 91360 ENGR.: JRV
Menifee, CA 92584 p805.4962100 • f805496.2442 • esolar@VinclSE.com
CUENT: IES Residenfial
CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD
y\� 3" m'n,
NV
AC
I� r
NO-
TOTAL ROOF AREA:
( 51.2ft x 26.3ft ) + ( 20.5ft x 19.Oft ) +
( 23.4 ft x 21.9 ft ) + ( 0.0 ft x 0.0 ft ) = 2248.2981 ft2
EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR)
2248.3 ft2 x 4.38 psf = 9857.92 Ibs
AREA OF ADDED SOLAR PANELS
( 5.12 ft x 3.43 ft ) X ( 16 PANELS ) = 281.1 ft2
WEIGHT OF PANELS: 2.6 psf
ADDED SEISMIC LOAD:
2.6 psf x 281.1 ft2 x 0.15 = 112.4 Ibs
% INCREASE = 112.4 = 1.1% < 10%
9857.922616
Therefoye G.K.
61
COMPANY PROJECT
® CIATES
WoodWorkS StructuralVINCIBASSO
Sctural Engineers
.�+..v.a. VincISE.com
June 10,201613:38
Check Top Chord on Existing
Truss
Design Check Calculation Sheet
WoodWorks Sizer 10.2
Loads:
Location (ft] Magnitude Unit
Load Type Distribution Pat-
tern Start End Start End
Roof DL Dead Full Area No 17. 00 (24.0)* psf
Roof LL Roof constr. Full Area Yes 20.00 (24.0)* psf
PV1 Dead Point No 0.50 40 lbs
PV2 Dead Point No 4 .50 40 lbs
PV3 Dead Point No 6.00 40 lbs
lbs
PV4 Dead Point No 10.00 140 plf
Self-weight Dead Full UDL No
*Tributary Width (in)
Maximum Reactions (lbs) and Bearing Lengths (in) :
__--- 17'-0.7" -- ----_
-----
0 3' 94. 16'
Unfactored: 319 101
Dead J66 318 123
Roof Live
Factored: 637224
TotalBearing: 0.540.50*
Length ** 0.22
Min req'd 0.59*Minimum bear n lent settin end su orts
**Minimum bearing length governed by the required width of the supporting member.
Lumber-soft, DAT-L, No.2, 2x4(1-112"x3-112")
Supports:All-Timber-soft Beam, D.Fir-L No.2
Roof joist spaced at 24.0"c/c;Total length: 17'-0.7; Slope: 19.0 deg;
Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted(refer to online help);
C L`
WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN
Check Top Chord on Existing Truss WoodWorks®Sizer 10.2 Page 2
Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS zolz
Criterion rAnallysls Value Design Value Analysis/Design
Shear v = 88Fv' = 225 fv/Fv' = 0.39
Bending(+) b = 1202 Fb' = 1941 fb/Fb' = 0.62
Bending(-) b 1354 Fb' = 1837 fb/Fb' = 0.96
Deflection:
Interior Dead 0.10 = L/796 0.38
Live 0.17 = L/476 0.46 = L/180
Total 0.28 = L/298 0.69 = L/120 0.40
Cantil. Dead 0.25 = L/154 0.94
Live 0.40 = L/95 0.42 = L/90 1.02
Total 0.65 = L/5B 0.63 = L/60
Additional Data:
FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fv' 180 1.25 1.00 1.00 - - - - 1.00 1.00 1.00 B
Fb'+ 900 1.25 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 7
Fb'- 900 1.25 1.00 1.00 0.946 1.500 1.00 1.15 1.00 1.00 _ 2
625 - 1.00 1.00 - - - 1.00 1.00
Fcp' _
E' 1.6 million 1.00 1.00 - - 1.00 1.00 - 7_ 1.00 1.00 - 7
Emin' 0.58 million 1.00 1.00 - - -
CRITICAL LOAD COMBINATIONS:
Shear : LC #8 - D+Lr (pattern: LL) , V = 329, V design = 307 lbs
Bending(+) : LC #7 = D+Lr (pattern: L_L) , M = 307 lbs-ft
Bending(-l : LC #2 = D+Lr, M = 44D lbs-ft
Deflection: LC #7 = (live)
LC 07 = (total)
D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake
All LC's are listed in the Analysis output
Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span
Load combinations: ASCE 7-10 / IBC 2012
CALCULATIONS:
Deflection: EI = 9e06 lb-in2
"Live" deflection = Deflection from all non-dead loads (live, wind, snow...)
Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection.
Bearing: Allowable bearing at an angle F'theta calculated for each support
as per NDS 3.10.3
Design Notes:
1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the
National Design Specification(NDS 2012),and NDS Design Supplement.
2. Please verify that the default deflection limits are appropriate for your application.
3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to
the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans.
4.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
5.SLOPED BEAMS:level bearing is required for all sloped beams.
B. FIRE RATING: Joists,wall studs,and multi-ply members are not rated for fire endurance.
7.The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do
not govern design.