PMT15-00789 City of Menifee Permit No.: PMT16-00789
29714 HAUN RD." Type: Commercial Alteration
56C.El-�# MENIFEE, CA 92586
MENIFEE Date Issued: 06/13/2015
PERMIT
Site Address: 26900 NEWPORT RD, Suite#101, Parcel Number: 338-170-013
MENIFEE, CA 92584 Construction Cost: $500.00
Existing Use: Proposed Use:
Description of ADD 2 GATES(1 TO BE ADA COMPLIANT)AND REPLACE EXISTING WROGHT IRON FENCING
Work: AROUND PATIO
EXISTING ADA PARKING SPACE TO BE BROUGHT INTO COMPLIANCE
Owner Contractor
NEWPORT PLAZA INVESTMENT GROUP
24564 HAWTHORNE BLVD
SUITE 201
Applicant License Number:
MENIFEE, CA
Fee Description Qt-y Amount l$1
Inspections not specified 387 387.21
GREEN FEE 1 1.00
$711.95
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_Blcg_Permit_Template.rpt Page 1 of 1
City Of Menifee
LICENSED DECLARATION
I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner 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 Code and my license is in full force and effect. Code:The Contractor's License Law does not apply to an owner of a property
License Class License No. who builds or improves thereon, and who contracts for the projects with a
Expires Signature licensed contractor(s)pursuant to the Contractors State License Law).
WORKERS'COMPENSATION DECLARATION
❑ I am exempt from licensure under the Contractors'State License Law for the
❑ 1 hereby affirm under penally 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, I cannot legally sell a structure that I have
permit Is issued.
Policy# 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
❑ 1 have and will maintain workers' compensation insurance, as required by Business and Professions Code,Is available upon request when this application is
section 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:http'llwww leainfo ca ggv1r 1,w.html.
permit is Issued.My workers'compensation insurance carrier and policy number are:
Carrier Property Owner or Author Agent Date
Expires Policy#
❑�By my Signature below, I certify to each of the following: I am the property
Name of Agent Phone# owner 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 state laws relating to building
construction.I authorize representatives of this city or county to enter the above-
El I certify that in the performance of the work for which this permit is issued, I identified property for the inspection purposes.
shall not employ any persons in any manner so as to become subject to the 4Propr—ewner
workers'compensation laws of California, and agree that if I should become jo^I'j rsubject to the workers'compensation provisions of Section 3700 of the Labor or Authorized Agent Date
Code, I shall forthwith comply with those provisions.
City Business License#
Date; Applicant;
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, DYES 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 ❑NO 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 DYES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION
FROM THE SOUTH COAST AIR QUALITY MANAGEMENT
Lender's Address El NO DISTRICT(SCAQMD)SEE PERMITTING CHECKLIST FOR
GUIDE LINES
OWNER BUILDER DECLARATIONS
I hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME:
License Law for the reasons)indicated below by the checkmark(s)I have placed DYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY
next to the applicable items)(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, ❑NO SCHOOL?
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
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 DYES INFORMATION GUIDE AND THE SCAQMD PERMITTING
she is exempt from icensure 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($500).) CODE, SECTION
2550 RE 5533ORI,NG D 25534 CONCERNING
❑ I, as owner of the property, or my employees with wages as their sole
compensation, will do( )all of or( ) porting of the work, and the structure is PROPERTY OWNER ORAUTHORIZED AGENT
not intended or offered for sale.(Section 7044,Business and Professions Code;
The Contractor's State License Law does not apply to an owner of a property X
who, through employees' or personal effort, builds or improves the property,
provided that the improvements are not intended or offered for sale.If,however,
the building or improvement is sold within one year of completion,the Owner-
Builder will have the burden of proving that it was not built or improved for the
purpose of sale).
BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION
Menifee
DATE L{- �' 20 5� PERMIT/PLAN CHECK NUMBER -�
TYPE: ®COMMERCIAL []RESIDENTIAL ❑MULTI-FAMILY []MOBILE HOME ❑POOL/SPA []SIGN
SUBTYPE: ❑ADDITION ®ALTERATION []DEMOLITION []ELECTRICAL ❑MECHANICAL
[]NEW []PLUMBING ❑RE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK
PROIECTADDRESS 2-U ` 0 v Qcy
ASSESSOR'S PARCEL NUMBER LOT n TRACT
OWNER NAME ` C f� wa�� �1 c.k P,c'2q 1nve��men"� ra
ADDRESS 7-Lf uIrk, 13 2-04 6Y'r-evic (°A I) 5
PHONE EMAIL
APPLICANT NAME
ADDRESS /-�
PHONE �'J 1 6) �c�'2 119 V EMAIL n R61<-n
CONTRACTOR'S NAME OWNERBUILDER? .®YES❑NO
BUSINESS NAME
ADDRESS
PHONE EMAIL
CONTRACTOR'S STATE LIC NUMBER LICENSE CLASSIFICATION
VALUATION$ 30(-) SO FT L SQ FT
APPLICANT'S SIGNATURE DATE
DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN SMIP
INVOICE PAID AMOUNT
AMOUNT ':',CASH C'CHECK# O CREDITCARD VISA/MC
PLAN CHECK FEES PAIDAMOUNT CCASH .}CHECK# OCREDITCARD VISA/MC
OWNER BUILDER VERIFIED OYES 0 NO DI-NUMBER NOTARIZED LETTER O YES :i NO
City of Menifee Building& Safety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777
www.cityofinenifee.us Inspection Request Line 951-246-6213
EN�FE office Cop
Conditions of Approval
1. The following Items will be verified at Inspection:
a. 116-404.2.7 Door and gate hardware. Handles, pulls, latches, locks, and other operable parts on
doors and gates shall comply with Section 118-309.4. Operable parts of such hardware shall be 34
inches (864 mm) minimum and 44 inches (1118 mm) maximum above the finish floor or ground.
b. 1113-309.4 Operation. Operable parts shall be operable with one hand and shall not require tight
grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5
pounds (22.2 N) maximum.
c. 116-226.1 General. Where dining surfaces are provided for the consumption of food or drink, at
least 5 percent of the seating spaces and standing spaces at the dining surfaces shall comply with
Section 11 B-902.
d. 1113-902.2 Clear floor or ground space. A clear floor space complying with Section 11 8-305
positioned for a forward approach shall be provided. Knee and toe clearance complying with
Section 11 8-306 shall be provided.
e. 116-902.3 Height.The tops of dining surfaces and work surfaces shall be 28 inches (711 mm)
minimum and 34 inches (864 mm) maximum above the finish floor or ground.
f. 1113-305.3 Size Floor Space. The clear floor or ground space shall be 30 inches (762 mm) minimum
by 48 inches (1219 mm) minimum.
g. 1113-306.3.3 Minimum required depth.
Exceptions: 2. At dining and work surfaces required to be accessible by Section 11 B-226.1, knee
clearance
shall extend 19 inches (483 mm) deep minimum at 27 inches (686 mm) above the finish floor or
ground.
h. 1113-404.2.10 Door and gate surfaces. Swinging door and gate surfaces within 10 inches (254 mm)
of the finish floor or ground measured vertically shall have a smooth surface on the push side
extending the full width of the door or gate. Parts creating horizontal or vertical joints in these
surfaces shall be within 1/16 inch (1.6 mm) of the same plane as the other and be free of sharp or
abrasive edges. Cavities created by added kick plates shall be capped.
i. 11B-501 General Site and Building Elements.
Existing ADA parking space location indicated on plans shall be Approved by Building and Safety
PRIOR to any work to bring parking space into compliance. A Final Approval for this permit shall
not be granted until such space has been Approved.
2. The exact location of the new gate located at the northeast end of the Proposed Enclosed Patio Area
has not been identified on plan. Applicant shall be responsible for Location, ADA Requirements, and
Egress per the 2013 California Building Code.
Craig Carlson
Senior Inspector
City of Menifee
951-672-6777 ext. 119
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qO ADA PARKING DETAIL
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E%ISRNG PEDESTRIAN ROUTS
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PARKINS
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WITHIN THE LOADING 9 UNLOADING 5'L"MIN.AT ttP.ACCEAGELE PARKING STALL
AC PARKIN IN PAI HIGH
S'A"MIN ATUAN ACCESSIBLE PARKING STALL NO PARKING IN 13"HION LETTERS MIN. '
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Expansion anchor
Base materials:Concrete
(cracked),Concrete(light
weight),Concrete(light weight I
over metal deck),Concrete
(uncracked)
Approvals/Test reports:COLA
(City of Los Angeles), ICC-ES
report(concrete),Nuclear(NQA-
1)
IBC compliance: IBC 2003, IBC
2006,IBC 2009, IBC 2012
20121BC'20091BC 2006 IBC
200316C
Cnmpiiin'Snrnor
Ordering Info
Technical Data
Base materials Concrete(cracked),Concrete(light weight),Concrete(light weight over metal deck),
Concrete(uncracked)
Approvals/Test reports COLA(City of Los Angeles), [CC-ES report(concrete), Nuclear(NQA-1)
IBC compliance IBC 2003,IBC 2006, IBC 2009,IBC 2012
Type of fixing Pre-fastening,Through-fastening
Environmental conditions Outdoor
Head configuration Externally threaded
Installation direction All
Material composition Stainless steel,316
Lead information available Yes
Accessories Hi1tI HIT
Seismic Yes
PROMS Yes
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I
POST-INSTALLED ANCHORS
1) EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL
CONSIST OF THE FOLLOWING ANCHOR TYPES AS PROVIDED BY HILTI, INC. CONTACT HILTI
AT(800)879-8000 FOR PRODUCT RELATED QUESTIONS.
a) ANCHORAGE TO CONCRETE
i) ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:
(1) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HIT-Z ROD PER ICC ESR-3187.
(2) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT SYSTEM
WITH HAS-E THREADED ROD PER ICC ESR-3187.
(3) HILTI HIT-RE 500-SD EPDXY ADHESIVE ANCHORING SYSTEM WITH HAS-E
THREADED ROD PER ICC ESR-2322 FOR SLOW CURE APPLICATIONS
ii) MEDIUM DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE
USE:
(1) HILTI KWIK HUS-EZ AND KWIK HUS EZ-1 SCREW ANCHORS PER ICC ESR-3027
(2) HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-1917
(3) HILTI KWIK BOLT 3 EXPANSION ANCHORS (UNCRACKED CONCRETE ONLY) PER
ICC ESR-2302
iii) HEAVY DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE
USE:
(1) HILTI HDA UNDERCUT ANCHORS PER ICC ESR 1546
(2) HILTI HSL-3 EXPANSION ANCHORS PER ICC ESR 1545
b) REBAR DOWELING INTO CONCRETE
i) ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:
(1) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT SYSTEM
WITH CONTINUOUSLY DEFORMED REBAR PER ICC ESR-3187.
(2) HILTI HIT-RE 500-SD EPDXY ADHESIVE ANCHORING SYSTEM WITH
CONTINUOUSLY DEFORMED REBAR PER ICC ESR-2322.
c) ANCHORAGE TO SOLID GROUTED MASONRY
i) ADHESIVE ANCHORS USE:
(1) HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM(ICC PENDING).
(2) STEEL ANCHOR ELEMENT SHALL BE HILTI HAS-E CONTINUOUSLY THREADED
ROD OR CONTINUOUSLY DEFORMED STEEL REBAR
ii) MECHANICAL ANCHORS USE:
(1) HILTI KWIK HUS-EZ SCREW ANCHOR PER ICC ESR-3056
(2) HILTI KWIK BOLT-3 EXPANSION ANCHORS PER ICC ESR-1385
d) ANCHORAGE TO HOLLOW/MULTI-WYTHE MASONRY
i) ADHESIVE ANCHORS USE:
(1) HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM PER ICC ESR-3342.
(2) STEEL ANCHOR ELEMENT SHALL BE HILTI HAS-E CONTINUOUSLY THREADED
ROD OR CONTINUOUSLY DEFORMED STEEL REBAR
(3) THE APPROPRIATE SIZE SCREEN TUBE SHALL BE USED PER ADHESIVE
MANUFACTURER'S RECOMMENDATION
I
2) ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA
PUBLISHED BY HILTI OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL
ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE
APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE.
CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED
PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED
PRODUCT, SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING
COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD
RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE
INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER
CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE.
3) INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE
ANCHOR PACKAGING.
4) OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE HILTI PROFI SYSTEM.
5) THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO
PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS
SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED
CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS
ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS.
6) ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND
PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE
WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.
7) EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH
SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED ON THE DRAWINGS THAT THE BARS CAN
BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND
SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE
LOCATIONS OF THE CONCRETE ANCHORS, BY HILTI FERROSCAN, GPR, X-RAY, CHIPPING
OR OTHER MEANS.