PMT14-02489 City of Menifee Permit No.: PMT14-02489
29714 HAUN RD.
` MENIFEE, CA 92586 Type: Residential Electrical
MENIFEE Date Issued: 10/10/2014
PERMIT
Site Address: 26746 CACTUS CREEK WAY, MENIFEE, Parcel Number: 338-351-012
CA 92586 Construction Cost: $19,500.00
Existing Use: Proposed Use:
Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM 24 MODULES 2 INVERTERS 6 KW
Work:
Owner Contractor
ANTHONY SCOTT PROVOLT ENERGY INC
26746 CACTUS CREEK WAY 29354 HUNCO WAY STE B
MENIFEE, CA 92586 LAKE ELSINORE, CA 92530
Applicant Phone: 9512459999
SHAUN YEAGER License Number: 963600
PROVOLT ENERGY INC
29354 HUNCO WAY STE B
LAKE ELSINORE, CA 92530
Fee Description Qty Amount ISl
5ot`ar esld Dtral' Sma�II CQ e c , x�.. _d�4 °r 52
Building Permit Issuance 1 27.00
GREEN FEE 1 1.00
$440.50
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 slated,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_Templatexpt Page 1 of 1
City Of Menifee
LICENSED DECLARATION
I hereby affirm under penalty or perjury that I am licensed under provisions of Vas of the property an exclusively contracting with licensed
Chapter 9(commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions
Professions Codean y license is In full f e c
_� ll and eff t._�� Code:The Contractor's License Law does not apply to an owner of a property
License Cla s License No f( —t�� who builds or Improves thereon, and who contracts for the projects with a
Expires 3 J Signature licensed contractor(s)pursuant to the Contractors State License Law).
WORKERS'COMPENSATION DE RATION
❑ I am exempt from licensors under the Contractors'State License Law for the '..
❑ 1 hereby affirm under penalty of perjury one of the following declarations: following reason:
I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that, except for my personal residence in
compensation,issued by the Director of Industrial Relations as provided for by which I must have resided for at least one year prior to completion of
Section 3700 of the Labor Code, for the performance of work for which this improvements covered by this permit, cannot legally sell a structure that I have
permit is Issued. built as an owner-building if It has not been constructed In its entirety by licensed
Policy# _ contractors. I understand that a copy of the applicable.law; Section 7044 of the
I have and will maintain workers' compensation insurance, as required by Business and Profe ions Code,is availabl upon request when this application Is
s tion 3700 of the Labor Code, for the performance of the work for which this submitted or at the wing site: ://www.le info ca, ovlcalav.h m.
permit is issued.My workers'compensation Insurance carrier and policy number are: Web kl j J J
Carrier Property Owner orA t nzed Agent - Date
Expires 3 h0 f I! Policy# �7J bJ L
Name of Agent Phone# By my Signature below, I certify to each of the following: am the property
o ner or authorized to act on the property owner's behalf. I have read this
(This section need not be completed if the permit is for application and the information I have provided is correct. I agree to comply
one-hundred dollars($100)or less) with all applicable city and county ordinances and slate laws relating,to building
construction.I authorize representatives of thl ty or county to enter the above-
0 1 certify that in the performance of the work for which this permit is issued, I identified property for thre inspection purpo , -
shall not employ any persons in any manner so as to become subject to the r�
workers' compensation laws of California, and agree that If I should become �s
subject to the workers'compensation provisions of Section 3700 of the Labor
Code,I shall f rthwi In comply with those prow I ns Property Owner or Authoriz gent Date/
Date;
0 "0 Applicant;
City Business License#
WARNING: FAILURE TO SECURE WORKERS' HAZARDOUS MATERIAL DECLARATION
COMPENSATION COVERAGE IS UNLAWFUL,,AND SHALL _ -
SUBJECT AN EMPLOYER TO CRIMINAL.PENALTIES AND
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING
($100,000), IN ADDITION TO THE COST OF COMPENSATION, []yE OCCUPANT HANDLEA HAZARDOUS MATERIAL ORA
DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL
LABOR CODE, INTEREST,AND ATTORNEYS FEES 0 EQUAL TO OR .GREATER THAN THE AMOUNTS
CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS
I hereby affirm that under the penalty of perjury there Is a construction lending INFORMATION GUIDE?
agency for the performance of the work which this permit Is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE
3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE
Lender's Name []YES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION
�.,/ FROM THE SOUTH COAST AIR QUALITY MANAGEMENT
Lender's Address ql'n� DISTRICT(SCAQMD) SEE PERMITTING CHECKLIST FOR
OWNER BUILDER DECLARATIONS \1 GUIDE LINES
I hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME:
License Law for the reason(s)indicated below by the checkmark(s)I have placed []YES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY
next to the applicable Item(s) (Section 7031.5, Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A
Any city or county that requires a permit to construct, alter, improve, demolish,
0 /SCHOOL?
or repair any structure, prior to its issuance, also requires the applicant for the A
permit to file a signed statement that he or she is licensed pursuant to the
provisions of the Contractor's State License Law (Chapter 9 (commencing with I HAVE READ THE HAZARDOUS MATERIAL
Section 7000)of Division 3 of the Business and Professions Code)or that he or ES INFORMATION GUIDE AND THE SCAQMD PERMITTING
she is exempt from licensure and the basis for the alleged exemption. Any CHECKLIST. I UNDERSTAND MY REQUIREMENTS
violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY
a civil penalty of not more than($500).) CODE, SECTION 25505 25533 AND 25534 CONCERNING
❑ 1, as owner of the property, or my employees with wages as their sole HAZARDOUS MATERI L f}EPORTING.
compensation,will do ( )all of or( ) porting of the work, and the structure is PROPERTY OWNE OR AUTHORIZED 6C-NT--`�~
not intended or offered for sale.(Section 7044,Business and Professions Code;
The Contractor's State License Law does not apply to an owner of a property X
who, through employees' or personal effort, builds or improves the property,
provided that the improvements are not intended or offered for sale. If,however,
the building or improvement is sold within one year of completion, the Owner-
Builder will have the burden of proving that it was not built or improved for the
purpose of sale).
CITY O 1V ENYFEE PLCK No:
. P
29714 Haun Road T lW 0 M
Date:
Menifee, CA 92586 l0
ILO
Phone: (951)672-6777 Amount V` Amo
Fax:(951)679-3843 Ck 1::CL v Ck#: a
Building Combination Permit G 155
To Be Completed By Applicant
Legal Description: 2 — s ;'v,t Planning Case: F: L: Rt: R
Property Address: J Assessor's Parcel Number: 'i
Z67y6 Glcrvs CACtl< r�� tizs 338'351-01�
Projectaenant Name: �YrFvi.,i Unit#: Floor#:
, S C+✓r i
Name: /0/J.` 5�r.-.r Phonez IJo, y j Fax No.
Property Address: N/Ur'Y Unit Nuumber Zip Code
Owner Z�7/�' (.'T✓.S C2e�L I Z f •
Email Address:
Name: Phone , Fax No.
No.
Applicant Atltlress: Unit Number Zip Code
Email Address: ''ff
�NMJNAD P2DUry(/I bNEM( , W
Name: tr24i 1/`�L Phone No. Fax No.
1�r7'JU 6ti+
Contractor Address: C" StB,te Zip Cod
z135N l-�v:.,Ga IsJ>at �i3 19'4iec ELS � pjZS 3;,
Contractors Ity y�ZT License o. Contractor's C' of California License No. Classification: C+/
((� 3 1 JLl
Number of Squares:
Square Footage
Description of Work: �,J)r,4 I (Z b4W `. S7&42 s y M/-1 A -Si l�f.�+'�-7'�'L Cost of Work:$
Applicant's Signature / Date:
/C- U/
To Ise Completed By City Staff Only -
Indicate As R-Received or N/A-Not Applicable
5 Completes sets of fully dimensioned,drawn to sale plans which include: 1 set of documents which include
❑ Title Sheet ❑ Elevations ❑ Electrical Plan ❑ Geo Tech/Soils Report(on cd only)
❑ Plot/Site Plan ❑ Roof Plan ❑ Mechanical Plan ❑ Title 24 Energy(on 8%x 11)
❑ Structural Calculations
❑ Foundation Plan ❑ Cross Section ❑ Plumbing Plan ❑ Single Line diagram for elec.services over 400 AMP
❑ Floor Plan ❑ Structural Framing Plan 8 Details ❑ Shoring Plan I ❑ Sound Report-Residential
Class Code: Indicate New Construction Alteration' Addition' Means/Methods
Work Type: Repair' El Retrofit' Revision to Existing Permit' Required? YES NO
Proposed Building Use(s): Existing Building Usets):
#Buildings: #Units: i#Stories. Will the Building Have a Basement?
Y of N
Bldg.Code Occupancy Group Indicate Indicate if yE5 or NO Indicate all Geo-tech.Haz.Zone
Al Project Construction Sprinkle red that apply: Coastal Zone
Completion: Type(s): Coro Noise Zone
Require YES or NO
q Listed on Historic Resources Inventory
CITY PLANNING STAFF ONLY
APPROVALS: Costal Commiss Arch.Review Board Landmark Comm. Planning Comm.Zoning Administrator
Fee Exempt: City Project Elec.Vehicle Charger Landmark Seismic Retrofit Peclal Case:blaq.
Official A rove)
Expedite Pioject(s): Child Care City Project Green Building Landmark Affordable Housing
For Staff Use Only
Building/Safety Permit specialist City Planning Civil Engineering EPWM-Admen I ransportation Mgmt. Rent Coniroi
THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY
EsGil Corporation
In(Partnership with Government for rBui[ding Safety
DATE: 09/23/2014 ❑ APPLICANT
❑ JURIS.
JURISDICTION: Menifee ❑ PLAN REVIEWER
❑ FILE
PLAN CHECK NO.: PMT14-02489 SET: I
PROJECT ADDRESS: 26746 Cactus Creek way
PROJECT NAME: Scott 2 X 3,000 watt 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
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: (by: ) Fax #:
Mail Telephone Fax In Person E-mail:
❑ REMARKS:
By: Morteza Beheshti Enclosures:
EsGil Corporation
❑ GA ❑ EJ ❑ PC 0 9/1 712 0 1 4
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576
Menifee PMT14-02489
09/23/2014
[DO NOT PAY— THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: Menifee PLAN CHECK NO.: PMT14-02489
PREPARED BY: Morteza Beheshti DATE: 09/23/2014
BUILDING ADDRESS: 26746 Cactus Creek way
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
BUILDING AREA Valuation Reg. VALUE ($)
PORTION ( Sq. Ft.) Multiplier Mod.
PV system
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code Imnf Imanuai Input
Bldg. Permit Fee by Ordinance F
Plan Check Fee by Ordinance
Type of Review: ❑ Complete Review ❑ Structural Only
El Repetitive Other Repetitive Fee �
RepeatsHourly 1.5 Hrs. @
EsGil Fee $105.00 $157.50
" Based on hourly rate
Comments: 1.5 hour plan review.
Sheet 1 of 1
macvalue.doc+
®®®' appLOCD HG°,14EMG°ad8 o EaOoKEEQoN80 uNCo
980 41n Street Tel: (510) 420-8190
Oakland, CA 94608 FAX: (510) 420-8186
e-mail: info@appniateng.com
July 5, 2011 Revised Fig.2 on Page 9 on 1211312011
Report Revised on 01111/2012 for Editorial Changes Only
Mr. Stewart Wentworth Project Number 111316C
QUICK MOUNT PV
936 Detroit Avenue, Suite D
Concord, CA 94518-2539
Subject: Quick Mount OBase with 6.5" Post as Used in Low Slope Mount COMLSH-71 &
Universal Tile Mount COMUTMI Load Testing
Dear Mr. Wentworth:
As requested,Applied Materials &Engineering, Inc. (AME)has completed load-testing the QMLSH-7
hardware. The purpose of our testing was to evaluate the tensile and shear load capacity of the QMLSH-
7 hardware attached to a commercially available 2"x4" Douglas Fir rafter.
SAMPLE DESCRIPTION
Nine (9)mockup samples were delivered to our laboratory on June 17, 2011. Mockup configuration
consisted of three 16" long rafters at 7o.c., screwed to 1/2" Structural 1 plywood. The 7" (finished
height) Quick Mount Standoff(QMS O)hardware is attached through the plywood into the rafter with
two 5/16"x3" lag bolts torqued to 15ft-lbs. Product hardware drawings are provided in Appendix A.
TEST PROCEDURES & RESULTS
1. Tensile Strength
Three samples were tested for tensile strength on June 29, 2011 using a United Universal testing
machine. Samples were rigidly attached to the testing machine and a tensile load was applied to the
5/16"xl" machine bolt connected to the aluminum post. The samples were loaded in tension at a
constant rate of axial deformation of 0.05 inlmin. without shock until failure occurred. Based on the
above testing,the average ultimate tensile load of the QMLSH-7 hardware in Douglas Fir was
determined to be 3031 lbf.
The specific gravity and moisture content of the rafter was tested in accordance with ASTM D2395,
Method A (oven-dry). The average specific gravity and moisture content was determined to be 0.436
and 20.9%,respectively. Detailed results are provided in Table I. Test setup is illustrated in Figure 1 of
Appendix B.
Page 1 of 9 !�,FPLQ-M RYIAIIER IIAU 41. i[E—HOWEER AR, I--
K k 0(
iic� V!L Lit,i a l.r li h
LI
2. Shear Strength Parallel to Rafter
Three samples, were Tested for shear strength on June 29, 2011 using, a United Universal testing machine.
Samples were rigidly attached to the testing machine and a shear load was applied to the 5/16"X1
machine bolt connected to the aluminum standoff, The samples were loaded parallel to rafter at a
constant rate of axial deformation of 0.01 in./ruirt. without shock until failure occurred- Based on the
above testing. the average ultimate shear load. parallel to rafter, of the QNILSH-7 hardware in Douglas
Fir was determined to be 903 lbf.
The specific gravity and moisture content of the rafter was tested in accordance with ASTM D219-5,
NIctlrod A (oven-dry). The average specific gravity and moisture content was determined to he 0.439
and 1 3.91"o, respectively. Detailed results arc provided in Table 11. Typical test.setup is illustrated in
Figure 2 of Appendix B.
3.Shear Strength Perpendicular to Rafter
Three samples were tested for shear strength on June jO, 2011 using a Urrited. Universal testing machine.
Samples were rigidly attached to the testing machine and a shear load wa, applied to the S.11 6"XI"
machine bolt connected to the aluminum standoff. The samples were loaded perpendicular to rafter at a
constant rate of axial deformation of 0.01 in./min. Without -bock until failure occurred. Based on the
abo-vc testing, the average ultimate shear load, perpendicular to rafter, of the QNILSH-7 hardware in
Douglas Fir was determined to be 583 lbf.
The specific gravity and moisture content of the rafter was tested in accordance with ASTNI D.23195.
Method A (oven-drv). The average specific gravity and moisture content was determined to be 0.451
and 16.5%. respectivcIv. Detailed results are provided in Table 111. Typical test setup is illustrated in
Figure 22 of Appendix B.
If you have any questions regarding the above,please do not hesitate to call the undersigned.
Respectfully Submitted,
APPLIED MATERIALS & ENGLNEERlNG, INC. Reviewed Bv:
P
az �11 No. J
0 M Tien Tklirian, Ph.D., P.L.
��r ,�ag -
Pa oratt' v anager -I
CrI 5xp.9130113 Principal
CIV-
Of- C
Page 2 of 9 AYOUB, AME-1ag,a CHOAZE-11% RE-11
TABLE I
LOW SLOPE MOUNT OMLSH-7
TENSILE LOAD TEST RESULTS
PROJECT NUMBER 111316C
SAMPLE ULTIMATE RAFTER RAFTER FAILURE
TENSILE LOAD MOISTURE SPECIFIC
ID MODE
(LBF) coNTENT (%) GRAVITY
7PULL-1 2807 20.7 0.402 Lag bolt pull-out
7PULL -2 3283 22.0 0,476 Lag bolt pull-out
7PULL -3 3003 20.0 0.430 Lag bolt pull-out
AVERAGE 3031 20.9 0.436
Page 3 of 9 pl°aOCL N."M I AL0 a LrEmMG r,12-M e, ln�e
TABLE I1
LOW SLOPE MOUNT OMLSH-7
SHEAR LOAD PARALLEL TO RAFTER TEST RESULTS
PROJECT NUMBER 111316C
ULTIMATE RAFTER RAFTER
SAMPLE SHEAR LOAD FAILURE
ID PARALLEL TO MOISTURE SPECIFIC MODE
RAFTER LBF CONTENT (%) GRAVITY
7PARA-1 863 14.2 0.436 Lag bolt pull-out
7PARA-2 877 1 13.2 t 0.444 Lag bolt pull-out
7PARA-3 670 14.1 0.434 Lag bolt pull-out
AVERAGE 803 13.8 0.438
Pave 4 of 9 Ar-PHEDE MAINrCsGt AU� GGMBIE(�G',d UR, ]KIL
TABLE III
LOW SLOPE MOUNT OMLSH-7
SHEAR LOAD PERPENDICULAR TO RAFTER TEST RESULTS
PROJECL NUMBER 111316C
ULTIMATE RAFTER RAFTER
SAMPLE SHEAR LOAD FAILURE
ID PERPENDICULAR MOISTURE SPECIFIC MODE
' TO RAFTER LBF CONTENT (%} GRAVITY
7PERP-1 609 14.1 0.434 Buckled plywood
7PERP-2 639 16.2 0.432 Buelded plywood
7PERP-3 500 19.1 0.488 Lag bolt pull-out
AVERAGE 583 16.5 0.451
Page 5 of C"aFKLI-CO PYRIfERA
F
N IL
"L%.41ulck Muunt
Your Solution in ounting PrQducts
Solar 9 H2O s Conduit a HVAC * Custom
Low Slope Mount Specifications
— Machine Bolt&S?i/1 ti".t1'
Split Lock Washer 655if&" Post to
R.diw mot _- _ p Racking
iud:Nedl u��� , Fender Washer SS 5116"
------- Banded Sea hag Washer SS 6.15"xl 14"
-- Aluminum Post 11 r4"xG.5"or8,5"
(2)Lag Bolts Zinc 506 xY
_ Aluminum Base Mount
WIA� —Hex Bolt Grade&5/1 "x314"
Instructions:
'— 1.locate your desired n7eunt placement,and
8 r, mark the 2 points of penetration using the base as
f w, a it rnplate.Lays MUS I penetrate info a ratt ustruclural
member,and use holes directly opposite each other in the
base plate.
:1, \ 2. Remove base and drill 2 pilot Holes with a 702"
drill bit.Fill the pilot holes with an appropriate
sealant.
3.. Plata the Grade 8 Hex Bolt in the bottom of the,
base plate,and attach the base plate to the roof
with the 2 lay bolts.
4. Scraw the past onto the Grade 8 Hex halt in the
base plate.attach the post-to-racking hirdware to the
top of the post for ease of location.
5.You are now ready to flasrt the mounts and attach
racking to then).
'MP
RLAC�:
7 his product DUB NC�T rncd rda Nashif ig, and therefore is not waterproof by itseH As ttie
)sutler it is your responsibility to make sure all roof penetrations are flashed properlyl
Lag put out(%pthdrai capacities jibs)in typical lumber:
Lap Bolt Speciffic rtlons
Specruc 2lea 5,11s shell 511Li"shaft
GYavily Set 2.5 perV
iYmad durftr Lou.,r14nlh
-u�sr..a Fig,lar..l .'A 'TiG 2.6
.oi yla-s Flq finch ,re, %,A
yi.Ackcirvi#I:"4�,Lvtwy M1-Rea ccr V.lsm llwtl:y taco 4nwnca,:11 11
�Aeft_Wirtkhlpacry Is "ii ).Yh %00.^5"lYk:a9 YlYl4:bJ pIGMtltlt(110310'[C'JY MhCfall.l' 91'SPi ilCal'IDCI.
dem.:." 22 1l1 pl4 a9 tixfp t. I('.dtmtetl y.a1n3 M9u+!mbuyr YY'Nn1
3ar=r 10s, ,15 —75 235 Comuaf:
n:mhmr Fin• Ffi -M5 ;i1 .,:..ea 3R.acr-±ryue±d etlCn rliemntr,
Z'VIIPa Pines Fr(E YEniioc Gsi nn6h�her
g=zolexnrGL.antl nrz_y .se, szo a;c. 93u T7aVnit&va Suite RCOnfAYd,Cp AA:+'la
l n'1 Phone,:(925)Q87-6383 Fsx,(925)337'5889
Finail.rtFa vryolrk.mounips•mYn ruwtn!yulckmo€nttpv.mm
Page 7 of 9 l'wUNEG AU)G EGAONNEEV'O RR,, 1"i(na
LOW SLOPE MOUNT OMLSH-7
LOAD TEST SETUP
PROJECT NUMBER 111316C
7
Figure 1. Tensile Test Figure 2. Shear Test
Page 9 of 9