PMT15-02293 {
City of Menifee Permit No.: PMT16-02293
29714 HAUN RD. Type: Residential Addition
4dVCCM MENIFEE, CA 92586
6muwwmu 8dl4„�o MENIFEE Date Issued: 09/04/2015
1
PERMIT
Site Address: 26505 TRUMBLE RD, MENIFEE, CA Parcel Number: 331-461-060
92585 Construction Cost: $2,000.00
i
Existing Use: 1 &2 Family Residence Proposed Use:
Description of INSTALL 30'X 14' CUSTOM PATIO COVER W/NO ELECTRICAL
Work:
Owner Contractor
PERRY BLACKEN&JOSEPH MCDANIEL
26505 TRUMBLE ROAD
MENIFEE, CA 92585
Applicant License Number:
PERRY BLACKEN&JOSEPH MCDANIEL
26505 TRUMBLE ROAD
MENIFEE, CA 92585
Phone: 6192419751
Fee Description Qtv Amount f81
y e l s
Deck/Patio, non-standard 1 133.00
SMIP RESIDENTIAL 1 1.00
$168.65
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 building 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_Blde Permit_Template.rpt Page 1 of 1
f
City Of Menifee
LICENSED DECLARATION ❑ lam exempt from licensure under the Contractors'State License Law for the
I hereby off rm under penalty or perjury that I am licensed under provisions of following reason:
Chapter 9(commencing with section 7000)of Division 3 of the Business and By my signature below I acknowledge that, except for my personal residence in
Professions Code and my license is in full force and effect. which I must have resided for at least one year prior to completion of
License Class License No. improvements covered by this permit, I cannot legally sell a structure that I have
Expires Signature built as an owner-building if it has not been constructed in its entirety by licensed
contractors. I understand that a copy of the applicable law, Section 7044 of the
WORKERS'COMPENSATION DECLARATION Business and Professions Code,is available upon request when this application is
submitted or at the following Web site:
❑ 1 hereby affirm under penalty of perjury one of the following declarations: htto://www.lecinfo.ca.00v/calaw.html.
I have and will maintain a certificate of consent of self-insure for workers'
compensation,issued by the Director of Industrial Relations as provided for by Date
Section 3700 of the Labor Code, for the performance of work for which this
permit is issued. Property Owner or Authorized Agent
Policy# ❑ By my Signature below, I certify to each of the following: I am the property
❑ 1 have and will maintain workers' compensation insurance, as required by owner or authorized to act on the property owner's behalf. I have read this
section 3700 of the Labor Code, for the performance of the work for which this application and the information I have provided is correct. I agree to comply
permit is issued.My workers'compensation insurance carrier and policy number are: with all applicable city and county ordinances and state laws relating to building
construction.I authorize representatives of this city or county to enter the above-
Carrier ider��N/ed property for the ins ecti purposes. q ,/
Policy# Expires !£'A �(--, Date / '"Y ✓1 Ox
Property�or Authorized Agent
(This section need not be completed if the permit is for City Business License#
one-hundred dollars($100)or less)
HAZARDOUS MATERIAL DECLARATION
❑ I certify that in the performance of the work for which this permit is issued,I
shall not emolov any persons in any manner so as to become subject to the Will the applicant or future building occupant handle hazardous material or a
workers'compensation laws of California, and agree that if I should become mixture containing a hazardous material equal to or greater that the
subject to the workers'compensation provisions of Section 3700 of the Labor amounts specified on the Hazardous Materials Information Guide?
Code, I shall forthwith comply with those provisions. ❑YES ❑ NO
Applicant; Date; Will the intended use of the building by the applicant or future building
occupant require a permit for the construction or modification from South
WARNING: FAILURE TO SECURE WORKERS' Coast Air Quality Management District(SCAQMD)?See permitting checklist
COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL for guidelines
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND DYES ❑ NO
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS
($100,000), IN ADDITION TO THE COST OF COMPENSATION, Will the proposed building or modified facility be within 1000 feet of the outer
DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of a school?
LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑YES ❑ NO
CONSTRUCTION LENDING AGENCY I have read the Hazardous Material Information Guide and the SCAQMD
I hereby affirm that under the penalty of perjury there is a construction lending permitting checklist.I understand my requirements under the State of
agency for the performance of the work which this permit is issued (Section California Health&Safety Code,Section.25505 and 25534 concerning
3097 Civil Code) hazardous material reporting.
OWNER BUILDER DECLARATIONS ❑YES ❑ NO
I hereby affirm under penalty of perjury that I am exempt from the Contractor's Date
License Law for the reason(s)indicated below by the checkmark(s)I have placed PROPERTY OWNER OR AUTHORIZED AGENT
next to the applicable item(s) (Section 7031.5. Business and Professions Code:
Any city or county that requires a permit to construct, alter, improve, demolish, EPA RENOVATION REPAIR AND PAINTING(RRP)
or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
provisions of the Contractor's State License Law(Chapter 9 (commencing with receiving compensation for most work that disturbs paint in a pre-1978
Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firms and comply with
she is exempt from licensure and the basis for the alleged exemption. Any required practices.This includes rental property owners and property
violation of Section 7031.5 by any Applicant for a permit subjects the applicant to managers who do the paint-disturbing work themselves or through their
a civil penalty of not more than($500).) employees.For more information about EPA's Renovation Program visit:
www.epa.gov/lead or contact the National Lead Information Center at
I, as owner of the property, or my employees with wages as their sole 1-800-424-LEAD(5323).
ompensation,will do (�all of or( ) porting of the work, and the structure is
not intended or offered sale.(Section 7044,Business and Professions Code;
The Contractor's State License Law does not apply to an owner of a property ❑An EPA Lead-Safe Certified Renovator will be responsible for this project
who, through employees' or personal effort, builds or improves the property,
provided that the improvements are not intended or offered for sale.If,however, Certified Firm Name:
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 Firm Certification No.:
purpose of sale).
❑ I, as owner of the property an exclusively contracting with licensed ❑No EPA Lead-Safe Certified Firm Is required for this project because:
contractors to construct the project(Section 7044, Business and Professions
Code:The Contractor's License Law does not apply to an owner of a property
who builds or improves thereon, and who contracts for the projects with a
licensed contractor(s)pursuant to the Contractors State License Law). If your project does not comply with EPA RRP rule please fill out the RRP
Acknowledgement.
BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION
Menifee
4
Menifee
DATE 07/30/2015 PERMIT/PLAN CHECK NUMBER /s- 22 a3
TYPE: [:]COMMERCIAL ❑✓ RESIDENTIAL ❑ MULTI-FAMILY ❑MOBILE HOME ❑ POOL/SPA ❑SIGN
SUBTYPE: ❑✓ ADDITION []ALTERATION ❑DEMOLITION ❑ELECTRICAL [—]MECHANICAL
[]NEW ❑PLUMBING ❑RE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK 30 ft x 14 ft patio cover
PROJECT ADDRESS 26505 Trumble RD, Menifee, CA 92585
ASSESSOR'S PARCEL NUMBER 331-461-060-8 LOT 60 TRACT 29113
OWNER NAME Perry Blacken and Joseph McDaniel
ADDRESS 26505 Trumble RD,Menifee,CA 92585
PHONE 6192419751 EMAIL Pblacken@gmail.00m
APPLICANT NAME Perry Blacken
ADDRESS 26505 Trumble RD, Menifee,CA 92585
I
PHONE 6192419751 EMAIL Pblacken@gmall.com
CONTRACTOR'S NAME OWNER BUILDER? ✓ ES❑O
BUSINESS NAME
ADDRESS
PHONE EMAIL
CONTRACTOR'S STATE LIC NUMBER LICENSE CLASSIFICATION
VALUATION$ a 000 SQFT LSQFT
APPLICANT'S SIGNATURE DATE _ 7J
DEPARTMENT DISTRIBUTION '(0 �!A CITY OF MENIFEE BUSINESS LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN SMIP
INVOICE r PAID AMOUNT
AMOUNT 10 % CASH -. CHECK CREDIT CARD VISA/MC
PLAN CHECK FEES PAID AMOUNT CASH CHECKH CREUTCARD VISA/MC
OWNER BUILDER VERIFIED --- YES `% NO DL NUMBER NOTARIZED LETTER " YES I:> NO
City of Menifee Building&Safety Department 29714 Houn Rd. Menifee, CA 92586 951-572-6777
www.cityofinenifee.us Inspection Request Line 951-246-6213
August 27, 2015
Perry Blacken City of Menifee
Resident/Owner Building & Safety Dept.
26505 Trumble Road SEP 0 4 W5
Menifee,CA 92585
Received
Re: Custom Patio Cover for APN 331-461-060
Dear Perry,
Based on the design drawings and documents you have provided, we have provided supporting
calculations and a structural detail drawing package.
The calculations provided for this project are based on the current version of the 2013 California
Building Code, the current version of ASCE 7-10 Minimum Design Loads for Buildings and
Other Structures and goals and policies of the City of Menifee Building and Safety Department.
Please insure your design drawingsx ]�cj t)}�s {� eria set forth herein and please be sure
to verify the dimensions provided O{ t OFF
BUILDING AND SAFETY DEPARTMENT
If you have any questions please feeeL free to contact us.
AN APPROVAL
Sincerely,
EVIEWED
John Joy,PR "Approval U{th 5e^'ans +rni , u,.r.uP^
Principal approudi of any uua-
regulations anc + e
jobsite until colTp�
QtaOFESS/ON
�O
H.Jo&tASlF2 02 C
2
83934 A
* Exp. 09/30/15 * i
NT9T CIVIL
P OF CAItFO�
27265 Almaden Lane, Suite A, Menifee, California, 92585
951.252-1034 • Fax 951-252-1034 • www.kolibrien.biz • info@kolibrien.biz
&l72 V15 Design Maps Summary Report
92-111 USGS Design Maps Summary Report
User-Specified Input
Report Title 26505 Trumble
Sun August 23, 2015 04:25:02 UTC
Building Code Reference Document ASCE 7-10 Standard
(which utilizes USGS hazard data available in 2008)
Site Coordinates 33.735480N, 117.18507OW
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
E� :, 2mi r
O 2mi in Nuevo 1
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Fnn,A3
QS�c+'e flak
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Canyon Lake Menifee p,M E R C A
o OO]
ake Elsinore
m,7pque5t O \ p2015 MapQuest ome data @201540p 6 klapQnest
USGS-Provided Output
Ss = 1.500 g Sr45 = 1.500 g Sas = 1.000 g
Sl = 0.600 g SM1 = 0.900 g Sol = 0.600 g
For information on how the SS and S1 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
1.65
1.50 1.30
1.25 0.99
1.20 0.99
1.05 0.77
a 0.90 0 0.66
N 0.75 fA 0.55
0.60 0.44
0.45 0.33
0.90 0.22
0.15 0.11
0.00 0.00
0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.00 2.00 0.00 0,20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00
Period, T(sec) Period, T(sec)
For PGA., T,, Cas, and Ca, values, please view the detailed report.
http://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?template=minimal&IaUtude=33.7354798Jorgitude=-117.l a5073&siteclass=3&riskcategory=0... 1/2
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. 8/25/2015 Connection Calculator
4
Design Methodl Allowable Stress Design (ASD) v
Connection Type Lateral loading
Fastener Typed Bolt
Loading Scenario Single Shear - Wood Main Member
Main Member Type Douglas Fir-Larch v
Main Member Thicknessi IS in. v
Main Member: Angle of Load to Grain F ,............n,.,,
Side Member Type Douglas Fir-Larch
Side MemberThickness Other (in inches) --
3 ............
.....v...... �.,...... ..,.�..�.�...,.,,.
Side Member:Angle of Load to Grain �.
Fastener Diameter 3/4 in.
Load Duration Factor C D = 1.6 ♦ '
Wet Service Factorl I C_M = 1.0
Temperature FactorIl C_t = 1.0
Connection Yield Modes
Im 58801bs.
Is 50401bS.
II 25261bs.
IIIm J12883lbs.
IIIS 25981bs.
IV 25781bs.
Adjusted ASD Capacity 112526lbs.
• Bolt bending yield strength of 45,000 psi is assumed.
• The Adjusted ASD Capacity is only applicable for bolts with adequate end
distance,edge distance and spacing perNDS chapter 11.
While every effort has been made to insure the accuracy of the infomlation presented,and
special effort has been made to assure that the information reflects the state-of-the-art,
neither the American Wood Council nor its members assume any responsibility for any
particular design prepared from this on-line Connection Calculator.Those using this on-
line Connection Calculator assume all liability from its use.
The Connection Calculator was designed and created by Cameron Knudson,Michael
Dodson and David Pollock at Washington State University. Support for development of
the Connection Calculatorwas provided by American Wood Council.
http://www.awc.org/calculators/connectioncalc/ecstyle.asp?design method=ASD&connection type=lateral+loading&fastener_types=Bolt&lcading_scenario=Si... 1l1
Page 1 of 1 5
PROJECT: 2G505 TRUMBLE ROAD PREPARED BY: ACE,
PROJECT#: 2015062JB CHECKED BY: JHJ
REFERENCE RAFTER DATE: 5/25/2015
{
I TIMBER BEAM DESIGN - UNIFORM DISTRIBUTED LOAD W/ OR W/O CONCENTRATED LOADS)
I
ASSUMPTIONS:
IN SERVICE MOISTURE CONTENT 15 LE55 THAN 197 1 G%FOR GLULAM?FOR ENGINEERED I
IN SERVICE TEMPERATURE RANGE 15< 100"F j
MINIMUM BEARING AT REACTIONS SHALL BE: 2.00 IN 11
UNIT WEIGHT OF MEMBERS SHALL BE 32 POE
REPETITIVE MEMBER FACTOR;C,= 1.15
SAWN LUMBER SHALL BE MIN.GRADE NO.2 C CF= 1.3 LINK TO STRESS GRADE LIST
b LOADING DATA: �I,
DISTRIBUTED LOADS CONCENTRATED LOADS
DL= 3P5E PI Pz F, Pa P,
= 20 P5F
SELF= 1.8 PLF DL= 0 O 0 0 0 #
TRIB= I.33 FT ILL= 0 O 0 0 0 #
X= G.92 G.92 G.92 G,92 G.92 FT
D= G PLF
= 27 PLF
L) BEAM INFORMATION: SAWN LUMBER 2 x G DFL NO. I
LENGTH = 13.63 FT
E= 1,700 K51 d = 5.50 IN I — 20.8 IN4 A= 8.3 IN
Fn= I,000 P51 b= 1 50 IN 5,= 7,G IN" Ax,y= 3.0 IN`
T,= 180 F51
F=II= G25 PSI
BEAM DESIGN t DEFLECTION CHECK: D L D+ L UNITS
LOAD DURATION FACTORS: OD= 0,5 1 25 1,25
SHEAR 57RE55 PARALLEL TO GP.A/N: Vm.= 41 184 225 #
T',= I,5V/A= 7 33 41 F51
F'„=Co s F„= G2 225 387 P51
DCR= 5% 15% 11%
BEARING 5TRE55 AT REACTIONS: P.=V/As,y= 14 GI 75 1151
Fri=fie G25 G25 1,250 I'51
DCR— 2% 10% G%
BENDING 5TRE55. mos.= 141 G38 779 LB-IN
K—W 5= 224 1,012 1,23G P51
fe=C,xC,xC, 1,34G 1,8G9 1,5G9 P51
DCR= 17% 54% GG%
SERVICE 02FLECT101V MAX DEFLECTION= -0.137 -O.G21 -0.758 IN
L/ 1212 L/2G7 L/215
ALLOWABLE DEFLECTION = 0.922 1 383 IN
L/ 180 11120
P:IEnglneering1O1 Project Files12O15.OB21B-20505Tmmbl"12-OOnslmoenBowmenle(0))M-Celcolelloos1O1 Loose Ca1w1a{1OnOD1505.05-Tlmbar Beam oeslgo
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Page 1 of 1
PROJECT: 2G505 TRUMBLE ROAD PREPARED BY: ACK {I
PROJECT#: 201506213 CHECKED BY: JHJ i
REFERENCE: BEAM DATE: 6/25/2015
I
I
TIMBER BEAM DE51GN - UNIFORM DISTRIBUTED LOAD W/ OR W/O CONCENTRATED LOAD(5) y
A55UMPTION5:
IN SERVICE MOISTURE CONTENT 15 LE55 THAN 19% 1 G%FOR GLULAM?FOR ENGINEERED
IN SERVICE TEMPERATURE RANGE IS< 100°F PI
MINIMUM BEARING AT REACTIONS SHALL BE: 2.00 IN
UNIT WEIGHT OF MEMBERS SHALL BE: 32 PCF �I
REPETITIVE MEMBER FACTOR;C,= 1.00
SAWN LUMBER SHALL BE MIN,GRADE NO,2 4 CF= 1.2 LINK TO STRE55 GRADE LI5T
LOADING DATA:
DISTRIBUTED LOAD5 CONCENTRATED LOADS
DL= 3 EST P Pz P3 P,t P,
ILL= 20 PSF
SELF= 7,2 PLF DL= 0 0 0 0 0 #
TRIB= 9.0G FT ILL= 0 0 0 0 0 #
X= G.59 G.59 G.59 G59 G,59 FT
D= 34 PLF
L= 81 PLF
BEAM INFORMATION: SAWN LUMBER 4 x 10 DFL NO,2
LENGTH= 13.17 FT
E= I,000 K51 a= 9.25 IN I= 230.8 IN' A= 32.4 IN'
Fn— 900 P51 b= 3.50 IN 5,= 49.9 IN' Ayes— 7.0 IN`
= 180 P51
F,p= G25 P51
BEAM DESIGN 4 DEFLECTION CHECK: D L D+ L UNITS
LOAOOUKATIONFACTOR5. Co= 0.9 1.25 1.25
SHEAR 50R 55 PARALLEL TO GRAlAh VMgx— 227 1,103 1,420 #
f,= I,5V/A= 10 55 GG PSI
P„=Cp x F,= I G2 225 357 P51
DCR= G% 25% 17%
.............. ......... ..........................
SPARING 5TRE55 AT REACTIONS: t,=V/A,,,y= 32 170 203 P51
G25 G25 1,250 P51
NOR= 5% 27% 1G%
OfNOING 5TRC53 M.. 747 3,930 4,G77 LB-IN
fe=M/5= 180 945 1,124 F51
f,=C,x C,x CF= 972 1,350 1.350 P51
DCR= 16% 70% 83%
.._....... ...................... ....................,.....,.,.,.
5WRVl6C DEFLECTION: MAX DEFLECTION = -O.OG3 -0,332 -0,395 IN
LI2504 L/47G L/400
ALLOWABLE DEFLECTION = 0.875 j.317 IN
I./ 150 L/ 120
F Tnglnoonng101 Project HIW2015D521 B 26605 Tmmbin102 ConU,dnCocumenls(C0(103-Celculailon01-Lo.s Calcula11an512015 05 06-Tlmbet Besm 0ssign