Loading...
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 i k i qO ADA PARKING DETAIL ._.._.._.._..,.._.._.._.._.._.._._ i E%ISRNG PEDESTRIAN ROUTS i 610EWALK '. WHEE PER 3001......1103p. _——__ _e_ � 10901NCN __ ACC E691BRYSIGN 0 o i I Q STRIPES AT .e 5E"GNCENSER I I ttP PAVEMENT SYMBOLPER2007 ® C6C6EC.11090.B.A NO PARKINS I 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. ' e I I ZONE W2 al I. j I I I ADA CURB RAMP DETAIL � I I Fae^mw.�l i 61oeNAlK T I' I I F � I i �svRelnnGE eas9mex I I I I I I. j I t i I I I Im-- y 11 I i a � m m Q S Rc Z Rc � N z Q O cncc cR � oxul � rn Q S cycc 6 S a Q CR L Z MAX, D I I 1 I I 4 i -01 1 777 Li 1 1�1 l O w O O � N y z � x � 00 0 Z rn m a*�u�a ex���lanlusas� j :;erar��,.: ��PPA�P�!`ItAAl`HtUt AVY1A KZ V1L II L �7v7 %7X i V 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 We have placed cookies on your computer to help make this website better.You can change your cookie settings at any time. Othernnse, we'll assume yeri m OK to continue. Don't show this message again i I 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.