PMT17-00495 City of Menifee Permit No.: PMT17-00495
29714 HAUN RD. Type: Residential Addition
'(;kCCELJ MENIFEE,CA 92586
MENIFEE Date Issued:
02/17/2017
PERMIT
Site Address: 30423 COWBOY LN, MENIFEE, CA 92584 Parcel Number: 358-521-012
Construction Cost: $12,000.00
Existing use: 1 &2 Family Residence Proposed Use:
Description of INSTALL 10'X 19'&10'X 1 T LATTICE ALUMAWOOD PATIO COVERS, NO ELECTRICAL
Work:
Owner Contractor
PETROFF RESIDENCE QUALITY CUSTOM POOLS INC
30423 COWBOY UN 30138 MARNE WAY
MENIFEE, CA 92584 MENIFEE,CA 92584
Applicant Phone:9516799732
HANNAH BARRETT License Number:795820
QUALITY CUSTOM POOLS INC
30138 MARNE WAY
MENIFEE,CA 92584
Fee Description gliz Amount 1E1
Building Permit Issuance 1 27.00
Deck/Patio, non-standard 1 133.00
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 2.00
General Plan Maintenance Fee-Building 1 6.65
$169.65
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_Mg Permit_Templatespt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
I hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law).
Chapter9(commencing with section 7000)of Division 3 of the Business and 0I am exempt from licensure under the Contractors State License Law for
Professions Cade and my license is in full force and effect. the following reason:
License Class L;S'•b License No.'1y1S 4�-2-0j� By my signature below I acknowledge that,except for my personal residence
Expires Slgnature` �/— in which I must have resided for at least one year prior to completion of
improvements covered by this permit.I cannot legally sell a structure that I
WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by
0 I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for worker's - 7044 of the Business and Professions Code,is available upon request when
compensation,Issued by the Director of Industrial Relations as provided for this application is submitted or at the following website:
by Section 3700 of the Labor Code,for the performance of work for which www.leainfo.ca.epv/calaw.lstml.
this permit is issued.
Polity#
Date
I have and will maintain worker's compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT
section 3700 of the Labor Cade,for the performance of the work for which O By my signature below I certify to each of the following:I am the property
this permit is issued.My worker's compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this
number are: `` '' application and the information I have provided is correct.I agree to comply
Carrier�V2.v'c'..�4 ✓V0. u•r � with all applicable city and county ordinances and state laws relating to
building construction.I authorize representatives of this city or county to
Policy# h..a l O 0621 Ct—) Expires �the above f/n�entin d property for inspection purposes.
(This section need not to be completed is the permit is fo one-hundred s�ir�s rn�� Date
dollars($S00)or less PROPERTY OWNER OR AUTHDRIZEDA NT
ertify that in the performance of the work far which this permit is Issued,
shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# 00S 7 3 L
workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION
subjectto the workers compensation provisions of Section 3700 of the Labor
Code,1 shall forthwith comply with those provisions. Will the applicant or future building occupant handle hazardous material or a
Applicant Dale mixture containing a hazardous material equal to or greater that the
amounts s ecified on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS 0 Yes
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguidelines
CONSTRUCTION LENDING AGENCY ❑Yes d;f°No
I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility he within 1000 feet of the
lending agency for the performance of the work which this permit is issued outer boundary of a school?
(Section 3097 Civil Code) 0 Yes lido
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD
permitting checklist.I understand my requirements under the State of
I hereby affirm under penalty of perjury that I am exempt from the California Health&Safety Code,Section 25505 and 25534 concerning
Contractors License Law for the reason(s)indicated below by the hazardous material reporting.
checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 es• 0 No
Business and Professions Code).Any city or county that requires a permit to �/ _ ti Date 'L• j 7 •(`1
construct,alter,improve,demolish or repair any structure,priorto Its PROPERTY OWNER OR 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(Chapter 9(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 7031.5 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($500). managers who do the paint-disturbing work themselves or through their
01,as owner of the property,or my employee with wages as theirsole employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.epa.gov/lead or contact the National Lead Information Center at
not Intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323).
Code,The Contractors State License Law does not apply to an owner of a o An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees or personal effort,builds or Improves the
property provided that the improvements are not intended or offered for Certified Firm Name:
sale.If,however,the building or improvement is sold within one year of Firm Certification No.:
completion,the Owner-Builder will have the burden of proving that it was
not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm is required forthis project because:
gd,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP
Acknowledgement.
SAFETYBUILDING & PERMIT/PLAN APPLICATION
lddmibk�_�MenI ee
DATE PERMIT/PLAN CHECK NUMBER
TYPE: O COMMERCIAL O RESIDENTIAL O MULTI-FAMILY O MOBILE HOME 4/ POOL/SPA O SIGN
SUBTYPE: O ADDITION O ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL
O NEW O PLUMBING O RE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK
PROJECTADDRESS
ASSESSOR'S PARCEL NUMBER LOT I� TRACT ✓9 �
T
OWNER NAME
ADDRESS 3c}�13 Lz.., Lc:nR
PHONE EMAIL
APPLICANT NAME kip, r,
ADDRESS
PHONE EMAIL
CONTRACTOR'S NAME OWNER BUILDER? C YES O
BUSINESS NAME
ADDRESS D,053$ �Gr W
PHONE EMAIL
CONTRACTOR'S STATE LIC NUMBER °;S`i-Lo LICENSE CLASSIFICATION CS3
VALUATION$ it, 00 ., SQFT LSQFT
APPLICANT'S SIGNATURE ! � DATE 1.• 11. 1-1
AL
DEPARTMENT DISTRIBUTION Ia,/ ^/Q CITY OF MENIFEE BUSINESS LICENSE NUMBER
BUILDING PLANNING ENGINEER G FIRE GREEN ` SMIP
INVOICE '(n PAID AMOUNT O
AMOUNT vv + OCASH 0 CHECKN OCREDITCARD VISA/MC
PLAN CHECK FEES PAID AMOUNT O CASH O CHECK# O CREWCARD VISA/MC
OWNER BUILDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER O YES O NO
I . .N i✓':: L) �Ji,•l r. r Lq?i_ :!uu. ;ci. I �' 'iS ? ' G,'_'--
Existing 2:1 UpsloPe
Existing 2:1 UpsloPe pla
wa
pl. Ph
Bench
Art Rock
3'h Country Manor Wall Waterfall
013arstools 5' +ig"
26'6" O 3'6"
Concrete Area Is
P/a PIS Is
Area
wa
Hand Ran
"�M16'Aluma Cover W*?IdAluma Cover
10'x1g' Existing Cal Room 10'x 11'
and Concrete Area
Existing A/C Unit
``- LEDGER & A(`K
-51 6" pool Equipment Q iRED
ncreta
Concrete
Petroff Residence
30423
30423 Cowboy Lane
Menifee, Ca 92584
CITY OF MENIFEE 0sl) LASO_1711
BUILDING AND SAFETY DEPARTMENT
PLAN APPROVAL w
V7
REVIEWED BY
DA.
'Approval of these p s shall not be construed to be a pe it for,or an o
approval of,any 'ola. n of anY previsions of the federal,st or city Q
regulations d ordinances, This set of approved plans st b kept on the
jobsite til completion.
1
crete Existing UrWaway Existing Walkway
on
Canasta
lec
ESEVALUATION
SERVICE
L,� Most Widely Accepted and Trusted
ICC-ES Evaluation Report Building & a ESR-2676P
FEB 11 2017 Reissued May 2016
Revised January 2017
4WN Ea P'A 1 V e d This report is subject to renewal May 2018.
wwvvJcc-es.ora I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council®
OF MENIFEE
DIVISION: 10 00 OO�PECI`A�'FI S e s accompanyingthis report and as
Section: 10 73 00—Protecti, pt NG AND SAFETY fti t ih �sreppo'rt. The wlls ut be unenclosed on
three sides for attached patio covers, and on four sides for
REPORT HOLDER:
PLAN APPROVAL freestandi g patio covers, carports and commercial
structure Thes products are also marketed under the
UNITED DURALUME PRODUCTS,INC, de s .
350 SOUTH RAYMOND AVENUE
FULLERTON, CALIFORNIA92631iIEWED BY Th to a do coves have been verified as
(714)773-4011 in o th p jsions of 2 CALGreen Section
www.unitedduralume.com A4.404.3.3 and (iij IRC 700-2012 and ICC 700-2008
www.duracoolvatios.com Section 601.5. Note that decisions on compliance for those
udpinc aa)gmail.com N, no'e^ a (fjer ro this report.The user is advised
"Approval of these plans shall not be ton roe -specific provisions that may be contingent
EVALUATION SUBJECT: royal of,any violation of any provisioapofthe ,4)�€,yc conditions, and the verification of
approval a d This set of a�8qsert. These
of s4andard often provide supp1Lts1de the scope lemental f this mfo a0on '1
UNITED DURALUME FREESIa'Rl�@IffY2� A�t4fP{ HED v
PATIO COVERS, CARPOFfTgite4MfpcorR0AWERCIAL as guidance.
STRUCTURES 3.2 Materials:
1.0 EVALUATION SCOPE 3.2.1 Aluminum:The aluminum members are roll-formed
and extruded shapes of various alloys and tempers,
1.1 Compliance with the following codes: complying with Chapter 20 of the IBC and as specified in
■ 2015 and 2012 International Building Code
®(IBC) the engineering plans accompanying this report.
■ 2015 and 2012 International Residential Codee(IRC) 3.2.2 Steel: The steel members are formed from various
grades of galvanized steel complying with ASTM A653,
Property evaluated: ASTM A123 or ASTM A153 and having a minimum grade
or specified strengths and a minimum galvanized coating
Structural designation as specified in the engineering plans
1.2 Evaluation to the following green code(s) and/or accompanying this report.
standards: 3.3 Foam Plastic Core Sandwich Panels:
■ 2013 California Green Building Standards Code Sandwich panels used with the United Duralume products
(CAL-Green),Title 24,Part 11 to form patio covers must be recognized in ICC-ES 1
■ 2012 and 2008 ICC 700 National Green Building ESR-3779 and have a maximum panel thickness of
Standard^" (ICC 700-2012 and ICC 700-2008) 6 inches (152 mm). Installation of sandwich panels must
be In accordance with ESR-3779 and as indicated in the
Attributes verified: approved engineering plans accompanying this evaluation
■ See Section 3.1 report.
LO
2.0 USES 3.4 Mechanical Fasteners and Anchors:
The United Duralume freestanding and attached patio Mechanical fasteners and anchors, used for connection
covers described in this report comply with Appendix I of amongst components of the cover structures (including
the IBC and Appendix H of the IRC. Freestanding and patio covers, carports and commercial structures), and for
attached carports and commercial structures are used as connection of the attached cover structures to the
covers where permitted by the applicable chapters of the supporting structures, must be in accordance with the
IBC,including IBC Section 406 for carports. . engineering plans accompanying this report.
3.0 DESCRIPTION 4.0 DESIGN AND INSTALLATION
3.1 General: The design and installation of the patio covers, carports
and commercial structures must be in accordance with this
The freestanding and attached patio covers, carports and report and the engineering plans, dated January 15, 2017
commercial structures must be constructed according to for the 2015 IBC and IRC (December 11, 2013 for the
ICC-ES EvaGmttan Report/are not to be canrm,ed as representing aesibetics ur mp•other attributes not specifeally addressed.nar are they to be eonsnmed
man endorsement oflhe subject ofthi mport or a recommendation for iu me.There is no wammno,by ICC Evaluedon Service.UC.s press or implied,as
to anyftudbtg or other mutter In this report,oral io any product rovered by the report. ® -
Copyrighl®2017[CC Evaluation Service,LLC. All rights reserved. Page 1 of 3
ESR-2676P I Most Widely Accepted and Trusted Page 3 of 3
TABLE 1—UNITED DURALUME:ENGINEERING PLANS(DATED JANUARY 15,2017)FOR PATIO COVERS,CARPORTS,AND
COMMERCIAL STRUCTURES(FOR THE 20151BC/IRC)(Continued)
DRAWINGS PAGES SECTION DESCRIPTION
Misc4-2015 1 7.0 CONCRETE FOOTING OPTIONS
MiscSa- 1 7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE
2015 SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES
Misc5b- 1 7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE
2015 SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES
Misc6-2015 1 7.0 FORCES ON EXISTING STRUCTURES
Misc7-2015 1 7.0 STRUCTURAL PROPERTIES OF BEAMS,FASCIA,PANELS AND RAFTERS FOR USE BY DESIGN
PROFESSIONALS
MIsc8-2015 I 1 7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS
TABLE 2—UNITED DURALUME:ENGINEERING PLANS(DECEMBER 11,2013)FOR PATIO COVERS,CARPORTS,AND
COMMERCIAL STRUCTURES(2012 IBCIIRC)
DRAWINGS PAGES SECTION DESCRIPTION
1 TABLE OF CONTENTS
1 PROFESSIONAL ENGINEERING STAMPS AND DEFINITION FOR TRIBUTARY WIDTH DIAGRAM
1 GENERALNOTES
LATTICE COVER COMPONENT AND CONNECTION DETAILS
2 STRUCTURAL CONFIGURATIONS
6 COMPONENTS/CONNECTION DETAILS
4 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
6 LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND
STEEL HEADERS IN NORMAL WIND AREAS
6 LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND
STEEL HEADERS IN HIGH WIND AREAS
SOLID COVER COMPONENTS AND CONNECTION DETAILS
2 STRUCTURAL CONFIGURATIONS
9 COMPONENTS/CONNECTION DETAILS
3 SOLID COVERS 4.0 PANEL SPANS FOR PATIO,CARPORT AND COMMERCIAL STRUCTURES
12 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS
12 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS
Miscla-
2012 and 2 7.0 MISC DETAILS -
Mlsclb-
2012
Misc2-2012 1 7.0 FAN BEAM DETAILS
Misc3-2012 1 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
Misc4-2012 1 7.0 CONCRETE FOOTING OPTIONS
MiscSa- 1 7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE
2012 SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES
MiscSb- 1 7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE
2012 SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES
Misc6-2012 1 7.0 FORCES ON EXISTING STRUCTURES
Misc7-2012 1 7.0 STRUCTURAL PROPERTIES OF BEAMS,FASCIA,PANELS AND RAFTERS FOR USE BY DESIGN
PROFESSIONALS
Misc8.2012 1 7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS