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HomeMy WebLinkAboutHUNCO WY 29395_16-1543 C I-"T-Y a F .,,ter,. _ LADE r�:29LSINORX BUILDING & SAFETY DREAM EXTREME -,. 130 South Main Street Lake Elsinore Ca. 92530 PERMIT PERMIT NO: 16-00001543 DATE: 6/10/16 JOB ADDRESS . . . . . 29395 HUNCO WAY LOT4 DESCRIPTION OF WORK MISCELLANIOUS OWNER CONTRACTOR PASADENA INDUSTRIAL PARK, LLC DIAMOND CONSTRUCTION LLC OUT OF TOWN BUSINESS 43414 BUSINESS PARK DR TEMECULA CA 92590 A. P.# . . . . . 377-120-043 0 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 8 , 000 ZONE . . . . . . M-1 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 6 . 00 X 12 . 5000 VALUATION 75 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 138 . 00 . 00 138 . 00 OTHER FEES PROF.DEV. FEE 1 TRADE 5 . 00 . 00 5 . 00 PLAN RETENTION FEE 2 . 64 . 00 2 . 64 SEISMIC OTHER 2 . 24 . 00 2 . 24 GREEN BUILDING FEE 1 1 . 00 . 00 1 . 00 PLAN CHECK FEES 103 . 50 . 00 103 . 50 £-:° I --s i C"•J -Ta r-. cn V It --4 0 --I it TOTAL 252 . 38 ?� .t0 v t rn 2 . S- If m M,. f -� r 0 � , r- � !! fa.t t f't"1 w-t t _ SPECIAL NOTES & CONDITIONS rn m t t � !! ! mrn t �-k- 0 � cs It ? � -+� INDUSTRIAL TRASH ENCLOSURE rn ?: s 411 -0 i 1, r7l 0 � D vi ram, m = it -� ;'Xz t t 0'. 1> 0 1-0 Q') Is m i t "71 = —4 P...' II f`° 10 r- t t M Z• C) It T• 0 C t -n t':f ^I 11 t t ttif Ln C) It 4, C+ 1 C 4 Cw% « t.") M, it .D Y 70 YI 11% ° M t r.,p vw° cri f-4 w it 0 t --I Crt 01 It �= •� r t70 It V. It t C 4 li It i t i*. FWD 3i m it rf t e.. r� t 16 fzr •J CO a t 3t _0 t t$ !1 City of Lake Elsinore Please read and initial Building Safety Division 1.I am Licensed under the provisions of Business and professional Code Section 7000 et seq and my license is in full force. Post in Conspicuous puce _ _2, l,as owner of the property,or my employees w/wages as their sole compensation will do the work on the job and the structure is not intended or offered for sale. l,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: oo 4.1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof. at all times: __5.1 shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO 1 Temporary Electric Service PLO I Soil Pipe Underground EL02 Electric Conduit Underground BPOI Footings BP02 Steel Reinforcement BP03 Grout .2+1 /btJLE"GS BP04 Slab Grade PLO I Underground Water Pipe SSOI Rough Septic System SW01 On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP0$ lRoof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric! T-Bar MEOI Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP 1 O Framing&Flashing BP 12 Insulation BP13 Drywall Nailing BPI 1 Lathing&Siding PL99 *Final Plumbing EL99 *Final Electrical ME99 *Final Mechanical BP99 *Final Building "Final Signatures are Certificate of Occupancy for Single Family Residence Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES SPOT Electric Conduit UG Department Approval required prior to the SP02 UG Gas Piping building being released by the City SP03 Pool Steel Rein./Forms Date Inspector SP04 Poo:Plmb./Pressure Test Pire SP05 Pre-Gunite Approval EVMWD SP05 Rough Pool Eiectrie Finance SP07 Pool Fence/Gates/Alarms Engineering SP08 Pre-Plaster Approval IUMF SP99 Final Pocl/Spa Planning/Landscape CrTY,�O)F LAK,E LS1110PE DREAM EXTREME -,. 130 South Main Street APPLICATION FOR APPL; ION�N7,S-q BUILDING PERMIT APPLICATION RECEIVED DATE VALUATION CALCULATIONS AP# BY BUILDING ADDRESS I st FLOOR SF 2A-21 OL I RAG tLO PA LOT/PARCEL 2nd FLOOR SF 3rd FLOOR SF 0 NAME W GARAGE SF N E STORAGE SF R 11 ereby affirm that I am licensed under provisions of chapter 9(commencing DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full force and effect. OTHER: SF 0 LICENSE 4 CITY BUSINESS N AND CLASS TAX# T NAME VALUATION: E 0 c, (0C> R A MAILING C ADDRESS L13 I rIC5S PC'-','LC 1 V'I U C-1 FEES T CITY STATE/ZIP PHONE 0 Texne-c",-�a— QN q?Sa at G(- 2SZ-200? BUILDING PERMIT R CO NT E U-A I IE PLAN CHECK A NAMEC -7-71-aNSE# C- PLAN REVIEW R C [ADDRESS 2610SV�(eg,5o,, Auz-,',�4C, SEISMIC H ICITY - STA IP PHONE: I R LL('1c,ki,—A C— C-1k Ct'2 6.--1 ge,I- - 7 PLAN RETENTION VIEW OCC GRP.1 CONST. E3 ADDITION DIVISION: TYPE: 0 ALTERATION NUMBER OF NUMBER OF [3 OTHER STORIES: BEDROOMS: [3 SINGLE FAMILY ZONE: 0 APARTMENTS &I certify that I have read this application and state that the 0 CONDOMINIUM ES HAZARD YES above information is correct.I agree to comply with all city TOWN HOMES AREA? NO and county ordinances and state laws relating to building r3 COMMERCIAL SPRINKLERS YES construction,and hereby-ajAhorize representatives of this a-KDUSTRIAL REQUIRED? city to enter up i ed property for ins 0 REPAIR PROPOSED USE OF BLDG: tion pu es.. ODEMOLISH PRESENT USE OF BLDG: JOB DESCRIPTION Y" 100 Signature of plicdn-t or Agent at Agent for E] contractor ❑ owner Agents Name Agents Address —y a , i Y s mow' iv Af PJN" For the following addresses; Building APN 29395 Hunco Way (Bldg. A) 377-120-043 29405 Hunco Way (Bldg. B) 377-120-042 29415 Hunco Way (Bldg. C-D)* 377-220-040 & 041* 29420 Hunco Way (Bldg. E) 377-120-044 29410 Hunco Way (Bldg. F) 377-120-045 29400 Hunco Way (Bldg. G) 377-120-046 29390 Hunco Way (Bldg. H) 377-120-047 29370 Hunco Way (Bldg. I) Lot 7 377-120-032 703 Randolph Avenue, Costa Mesa, CA 92626 Office 949.222.0999 Fax 949.222.0536 CaliforniaLicense ##678825 - Arizona License ##143326 N � Table of Contents Page 1. Definitions 1 2. let-Up Procedures 1 3. Employee: Procedures 2 703 Randolph Avenue, Costa Mesa, CA 92626 Office 949.222.0999 Fax .222.0536 California License ##6 "8825 -Arizona License #143326 E.I.E. ELECTRIC LockoutlTagout Procedure Lockout/Tazout Procedure E.I.E. Electric in providing a safe workplace for its employees requires all electrical, mechanical,hydraulic, pneumatic, or other energy operated equipment to be locked out, tagged out, or blocked out to protect against inadvertent operation when the unexpected energizing or startup of the equipment, or release of stored energy,could cause injury to employees. This includes, but is not limited to, the servicing and maintenance of machines and equipment. Lockout/tagout practices are considered essential for worker safety when working on or around powered machinery and equipment. Machinery or equipment capable of movement shall be stopped and the power source de-energized,disengaged, and if necessary, the movable parts shall be mechanically blocked or locked to prevent inadvertent movement during cleaning,servicing or adjusting operations. Lockout is the preferred method of isolating machines or equipment from energy sources. If the application of a locking device is not possible, the machine or equipment shall be tagged and blocked out. 1. Definitions A. Lockout means the use of a mechanical lock device and identification tag. B. Tagout means the use of a tag only without any mechanical lock device. C. Blackout means the use of a blocking device to prevent inadvertent movement of gears,chain drives,dies,rains, or other mechanisms,which could shear or crush. 2. Set-up Procedure This procedure shall be used during servicing, set-up and/or maintenance if either of the following occurs: A. An authorized person is required to remove or bypass a guard or other safety device B. The person performing repairs must place any part of his or her body into an area on a machine or piece of equipment where a hazard of shearing or crushing may occur. C. Any switch, valve, or other energy-isolating device must not be operated 1 703 Randolph Avenue, Costa Mesa, CA 92626 Office 949.222.0999 Fax 949.222.0536 California License #678825 -Arixona License #143326 E.I.E. ELECTRIC LockoutlTagout Procedure when locked out or tagged out. 2. Set-up Procedure(continued) D. This procedure does not apply to work on cord and plug connected electrical equipment that can be controlled by unplugging the equipment from the energy source and by keeping the plug under the exclusive control of the employee performing the servicing or maintenance. E. Locks and keys that are used for locking out machinery and equipment shall not be duplicated or used for any other purpose. They shall be readily identified as to intended purpose by color, style, size,etc. 3. Employee Procedure Authorized employees will accomplish all of the following steps when locking out and blocking out equipment. A. Preparation for Lockout/Tagout For each piece of equipment that is to be locked out or tagged out, the person applying the lockout/tagout shall make a survey to locate and identify all energy isolating devices in order to determine which switches, valves or other devices that apply to the equipment or machine are to be locked or tagged out. More than one energy source(electrical, mechanical, hydraulic or others)may be involved, B. Sequence of Lockout/Tagout/Blockout System Procedure Notify department supervisor and all affected employees that a lockout/tagout system is going to be used, identifying the machine or equipment and the reason for the lockout/tagout. The authorized employee shall know the type and magnitude of energy that the machine or equipment uses and understand the hazards. The employee shall not attempt a lockout/tagout without this knowledge,but should instead request assistance from a supervisor. If the machine or equipment is presently operating, shut it down by normal stopping procedures(depress stop button,open toggle switch, etc.) 2 703 Randolph Avenue, Costa Mesa, CA 92626 Office 949.222.0999 Fax 949.222.0536 California License #678825 -Arizona License #143326 E.I.E. ELECTRIC LockoutlTagout Procedure • With the machine stopped and off, operate the energy isolation device(disconnect switch, valve or other device) that will isolate the equipment from its energy source(s), such as electrical service, hydraulic power unit, air lines, etc. B. Sequence of Lockout/Tagout/Blockout System Procedure(continued) • Stored energy(such as that in springs, elevated machine members, rotating flywheels, hydraulic or pneumatic systems, gas, steam or water pressure, etc.) must be dissipated or restrained by methods such as reposition, blocking,bleeding down, etc.,before any work is attempted on the machine. • Attach individually assigned locks, tags, and hasps to all energy isolating devices. 0 Complete all required information on the tag. 0 In the space provided, print the name of the authorized employee implementing the LockoutTagout/Blockout procedure. This is the person responsible for the machine while the lockout/tagout is in effect. • In the space marked "Remarks",briefly describe the reason for the LockoutfTagout/Blockout. • Attach tags to all locks,hasps or energy isolation devices as may be appropriate to afford the best energy isolation protection for employees. • After ensuring that no personnel are exposed, and as a check on having disconnected the energy sources,operate the push button or other normal operation controls to make certain the machine or equipment will not operate. CAUTION: Remember to follow all safety procedures for the machine or equipment while conducting this test and return operating controls to "neutral" or "off' position after the check. When the equipment is locked, tagged and/or blocked out, service or maintenance may be performed. C. Restoring Machines or Equipment to Normal Production Operations 3 703 Randolph Avenue, Costa Mesa, CA 92626 Office 949.222.0999 Fax 949.222.0536 California License #678925 -Arizona License #143326 E.I.E. ELECTRIC LockoutlTagout Procedure • After the servicing and/or maintenance is complete and equipment is ready for normal production operations, check the area around the machine or equipment to ensure that no one is exposed to injury hazards. C. Restoring Machines or Equipment to Normal Production Operations (cont.) After all tools have been removed from the machine or equipment, guards have been reinstalled and employees are in the clear, remove all lockout/tagout/blockout devices. Operate the energy/isolating devices to restore energy to the machine or equipment. D. Procedure Involving More Than One Authorized Person • In the preceding steps, if more than one individual is required to lockout/tagout/blockout machinery or equipment, each shall place his/her own personal lockout device or tagout device on the energy isolation device(s)so that all lockout devices or tags must be removed from the energy isolation device before the equipment is operated. When an energy isolating device cannot accept multiple locks or tags,a multiple lockout or tagout device(hasp)may be used. X John vi Vice (Z�ent 4 703 Randolph Avenue, Costa Mesa, CA 92626 Office 949.222.0999 Fax 949.222.0636 California License #678825 -Arizona License #143326 Rebar at Tilt up panels CAL"I"IECH LABS., INC, TESTING + INSPECTION + ENGINEERING INSPECTION REPORT Project Name: Pasadena Industrial Park Date: June 10, 2016 Client: Report No: #7 Project Location 29429 Hunco Way Lake Elsinore, CA. 92530 Time Arrived: 5:30am Project No: Time Departed: 2:00pm Contractor. Diamond Construction Total Hours 8 Inspector: Richard Drinkard ICC 5270292 Ph. 562-922-5866 Weather: Clear/Warm Type of Observation: Mason Batch Plant Wed Anchors Concrete Welding ✓ Reinforcement Steel Fire proo ing soil Epoxy Anchors P.T. Concrete Metal Decking I Other Material Sampling: -Concrete TT�ortar. E=ebar Soil Base Grout FireprooFing Remarks: Arrived as requested to provide special inspection for reinforcing steel at the tilt up panels at Buildings 'E'and"IF". Building"E":The A615 gr60 reinforcing steel at panels P10E, P1 1 E, P1 2E, P1 3E, P1 4E, P1 5E and P16E are as detailed on the Typical Tilt Up Panel elevation drawing 01/50.2. Per the Jamb Schedule and Tilt up panel Keynotes on page S3.3. (2)#5 perimeter bars were placed as shown on 01/S0.2. The Slab Dowels are per 101/S7.1 (typ) and per 10267.1. Building"F":The A615 gr60 reinforcing steel at panels P1 7F, P1 8F, P1 9F, P20F, P21 F, P22F P23F and panel P24F are as detailed on the Typical Tilt Up Panel elevation drawing 0160.2. Per the Jamb Schedule and Tilt up panel Keynotes on page 54.3. (2)#5 perimeter bars were placed as shown on 0160.2. The Slab Dowels are per 101/S7.1 (typ)and per 102/S7.1. Engineer is Thomas C.Allen Authorized By Signature: Name/Title: Print Name: Richard Drinkard 480 W. Lambert Road, Suite G, Brea, CA 92821 CALTECH LABS, INC. TESTING ® INSPECTION + ENGINEERING DAILY FIELD REPORT Date: 5-2-2016 X mark day: SW]M❑T❑W❑THFIFF]S Facility Name: Big Yards Industrial Park at Lake Elsinore Project Name Pasadena Industrial Park Report No: Project Location: Hunco Way, Lake Elsinore, CA Time Arrived: 6:00 AM CALTECH Project#: 224-1 OSHPD#: Time Departed: 10:00 AM Permit#: 14-00003421 Client Name: Regular Hours: 4 Contractor Name: Diamond Construction Overtime Hours: Prevailing Wage Inspector Name/License No: Jason Ondo- 5294905 (ICC) Weather: Fair 101 Performed reinforcing bar placement inspection for pre-cast panels used for Building 'C & D'. Verified dimensions of in place form work. Checked clearances and locations of embedded items. Inspected the reinforcing steel installation for panels #1, 4-13, 15, & 16 of Building 'C & D' per details 101/S7.1, 1/S0.2, S2.4 & S2.5 on the approved drawings. Inspected reinforcing steel for size, grade, lap, locations and clearance. All reinforcing steel is against displacement. Two samples of each size and grade of reinforcing bar were provided. Mill certifications for steel were provided but heat numbers on test bars are not clearly marked so I was unable to match . All work inspected and detailed above has been completed per specifications, approved drawings and the applicable code and is ready for concrete placement with no exceptions taken. i. l Authorized by/Print Name: Inspector/Print Name: Jason Ondo Signature: Digitally signed by Jason Ondo g Signature:.Jason Ondo Date:2016.05.0208:1916.07'00' Date: Rebar at Tilt up panels CAL'TrECH LABS. INC. TESTING + INSPECTION + ENGINEERING INSPECTION REPORT Project Name: Pasadena Industrial Park Date: June 14, 2016 Client: Report No: #8 Project Location 29429 Hunco Way Lake Elsinore, CA. 92530 Time Arrived: 5:30am Project No: Time Departed: 1:30pm Contractor: Diamond Construction Total Hours 8 Inspector: Richard Drinkard ICC 5270292 Ph. 562-922-5866 Weather: Clear/Warm Type of Observation: EMasonry Batch Plant Wedge Anchors Concrete Welding ✓ Reinforcement Steel Fireproofing soil Epoxy Anchors P.T. Concrete Metal Decking Other Material Sampling: Concrete mortar Rebar Soil Base Grout Fireproofing Remarks: Arrived as requested to provide special inspection for reinforcing steel at the tilt up panels at Building Building"H":The A615 gr60 reinforcing steel at panels P1 71-1, P1 8H, P1 9H, P20H, P21 H, P221-1,13231-1, P24H and P25H are as detailed on the Typical Tilt Up Panel elevation drawing 01/S0.2. Per the Jamb Schedule and Tilt up panel Keynotes on page S5.31-1. (2)#5 perimeter bars were placed as shown on 0160.2. The Slab Dowels are per 101/S7.1 (typ)and per 102/S7.1. Engineer is Thomas C.Allen Authorized By Signature: Name/Title: Print Name: Richard Drinkard 480 W. Lambert Road, Suite G, Brea, CA 92821 Rebar at Tilt up panels CALTECH LABS. INC . TESTING + INSPECTION + ENGINEERING INSPECTION REPORT Project Name: Pasadena Industrial Park Date: (SAT)June 11, 2016 Client: Report No: #8 Project Location 29429 Hunco Way Lake Elsinore, CA. 92530 Time Arrived: 5:30am Project No: Time Departed: 1:30pm Contractor: Diamond Construction Total Hours 8 Inspector: Richard Drinkard ICC 5270292 Ph. 562-922-5866 Weather: Clear/Warm Type of Observation: Mason ry Batch Plant Wedge Anchors concrete Welding V Reinforcement Steel I Fireproofing soil Epoxy Anchors P.T. Concrete I Metal Decking Other Material Sampling: Concrete TJ Mortar r J�-eba r Soil Base Grout Fireproofing Remarks: Arrived as requested to provide special inspection for reinforcing steel at the tilt up panels at Building 'G'. Building"G":The A615 gr60 reinforcing steel at panels P1 8G, P1 9G, P20G, P21 G, P22G, P23G and P24G are as detailed on the Typical Tilt Up Panel elevation drawing 011S0.2. Per the Jamb Schedule and Tilt up panel Keynotes on page S43G. (2)#5 perimeter bars were placed as shown on 0160.2. The Slab Dowels are per 101/S7.1 (typ)and per 102/S7.1. Engineer is Thomas C.Allen 4 Authorized By Signature: Name/Title: Print Name: Richar Drinkard C 480 W. Lambert Road, Suite G, Brea, CA 92821 r Vf1L 1 L�1 I L-/`1LLY►7y il\V■ f C, TESTING ♦ INSPECTION ♦ ENGINEERING � s DAILY FIELD REPORT G Date: 6/6/16 _ Facility Name: Pasadena Industrial Park X mark day: S_ M X T_ W_ THI_ F_ S_ Project Name Pasadena Industrial Park Building B Report No: 060616 Project Location: Hunch Way, Lake Elsinore, CA Time Arrived: 10:00 AM CALTECH Project#: 224-1 OSHPD #: 5001 Time Departed: 3:00 PM Client Name: Caltech Labs, Inc. Regular Hours: 8 Contractor Name: Diamond Construction, LLC. Overtime Hours: Inspector Name/License No: Johnny Rodriguez #8296881 Weather: Write all the service Service Service Service codes applicable Code# Code# 10"M& .. 100 Concrete 101 400 Asphalt 700 Professional 200 Masonry 1500 Geotechnical 800 Equipment 300 Steel 1 600 SWPP Remarks Performed inspection for the placement of rebar of tilt-up panels for Buildig B. Rebar was found to be ASTM A615 Grade 60 per Note F-2 of Reinforcing Steel Notes of plan sheet SO.1 . Typical rebar installation of tilt-up panels were inspected per Detail 1/SO.2 with regard to rebar installation above/below an opening and in open panel areas as well as added corner bars at openings and additional perimeter reinforcement. Jamb reinforcement was inspected per Tilt- Up Jamb Schedule in addition to Tilt-Up Elevation Keynotes and Elevation Notes on sheet S1 .4. with consideration taken in regard to installation of ties and proper rebar spacing. It was noted with contractor in multiple areas that proper spacing of 3/4" clearance from form work was not being met as well minimum bar spacing of 1" for #5 bars parallel to one another in the same layer as specified in ACI-318 7.6.1 and must be addressed prior to placement of concrete. Along with this, it was noted that all tie wire should be cleaned up and properly secured to avoid wires from coming in contact with form work. Atli ' r r..r� r r e t __ P1'—nro ©RIGHT S1.4 Authorized By Date 6/6/16 Signat Name/Title: Gavin &akefield Print Name: JOhn od ig C, CALTECH LABS, INC. �J TESTING +INSPECTION * ENGINEERING DAILY FIELD REPORT Date: 5-6-2016 Xmarkday: S[]M[—]T[]WF]TH[V(]FnS Facility Name: Big Yards Industrial Park at Lake Elsinore Project Name Pasadena Industrial Park Report No: Project Location: Hunco Way, Lake Elsinore, CA Time Arrived: 9:00 AM CALTECH Project#: 224-1 OSHPD#: Time Departed: 1:00 PM Permit#: 14-00003421 Client Name: Regular Hours: 4 Contractor Name: Diamond Construction Overtime Hours: 0 Prevailing WageEl Inspector Name/License No: Jason Ondo- 5294905 (ICC) Weather: Fair 101 MENNEN= Performed reinforcing bar placement inspection for pre-cast panels used for Building 'C & D'. Verified dimensions of in place form work. Checked clearances and locations of embedded items. Inspected the reinforcing steel installation for panels #17-3 0 of Building 'C & D' per details IOUSTI, I/S0.2, S2.4 & S2.5 on the approved drawings. Inspected reinforcing steel for size, grade, lap, locations and clearance. All reinforcing steel is secured against displacement. All work inspected and detailed above has been completed per specifications, approved drawings and the applicable code and is ready for concrete placement with no exceptions taken. Authorized by/Print Name: Inspector/Print Name: Jason Ondo D4tally signed by Jason Ondo Signature: Signature:Jason Ondo Date:2016.05.06 11:35:29-07'00' Date: i Now c CALTECH LABS, INC. TESTING ♦ INSPECTION ♦ ENGINEERING DAILY FIELD REPORT e Date: 4-28-2016 Xmarkday: S❑M[]TIIWZTH[IF[IS Facility Name: Big Yards Industrial Park at Lake Elsinore Project Name Pasadena Industrial Park Report No: Project Location: Hunco Way, Lake Elsinore, CA Time Arrived: 7:00 AM CALTECH Project#: 224-1 OSHPD#: Time Departed: 3:30 PM Permit#: 14-0_0003421 Client Name: Regular Hours: 8 Contractor Name: Diamond Construction Overtime Hours: Prevailing Wage❑ Inspector Name/License No: Jason Ondo- 5294905 (ICC) Weather: Fair �Write all the service codes Service 'Service Service .., .. ..- 100 Concrete 101 400 Asphalt 700 Professional 200 Masonry 500 Geotechnical 800 Equipment 300 Steel 600 SWPP 900 Other Remarks Performed reinforcing bar placement inspection for pre-cast panels used for Building 'G'. Verified dimensions of in place form work. Checked clearances and locations of embedded items. Inspected the reinforcing steel installation for panels #G 1-G 17 of Building 'G' per details 101/S7.15 1/S0.2 & S4.3 on the approved drawings. Inspected reinforcing steel for size, grade, lap, locations and clearance. All reinforcing steel is against displacement. Two samples of each size and grade of reinforcing bar were provided. Mill certification for steel were not available on site, contractor to have them delivered from the office by tomorrow. All work inspected and detailed above has been completed per specifications, approved drawings and the applicable code and is ready for concrete placement with no exceptions taken. Authorized by/Print Name: Inspector/Print Name: Jason Ondo Signature: Signature:Jason Ondo Digitally 16.04.ned br�,28:47ason Ondo g Date:zo�s.oa.zi n:za:a�-aroo' Date: i 1000 ENGINEERING - SURVEYING LAND PLANNING March 1, 2016 City of Lake Elsinore-Engineering Department 130 S. Main Street Lake Elsinore, CA 92530 SUBJECT: BUILDING CERTIFICATION PM 29996 PARCELS 5-8 (Buildings E—H) A field survey of the form offsets has been conducted and verifies that the buildings have been placed both vertically and horizontally in conformance with the approved grading plans. If you should have any questions, please feel free to contact the undersigned Sincerely, 4� NO. C55955 Exp. 12 °, 1/1 C \A Rudy E. Nunez PE PLS ._v_ � _��w.___`___ �_ r�r�� ._--s �`�►ft Row RENC..eivirl ENGINEERING m SURVEYING - LAND PLANNING March 29, 2016 City of Lake Elsinore-Engineering Department 130 S. Main Street Lake Elsinore, CA 92530 SUBJECT: BUILDING CERTIFICATION PM 29996 PARCELS 1-4(Buildings A--D) A field survey of the form offsets has been conducted and verifies that the buildings have been placed both vertically and horizontally in conformance With the approved grading plans. If you should have any questions, please feel free to contact the undersigned Sincerely, E 0 NO. C55 55 Exp. 12/°31 16 CIVIL Rudy E. Nunez PE PLS T:k4464 Pasadena Site\OfficekWord-Exceffluilding A 8 C Binding Cerlification.doc , CALTECH LABS, INC. TESTING + INSPECTION a ENGINEERING DAILY FIELD REPORT Date: 4-15-16 X mark day: SF�M T r]W TH F ZSP Facility Name: Buildings E&F Project Name Pasadena industrial Park Report No: 1 Project Location: Hunco Way Lake Elsinore,Ca. Time Arrived: 7:00 am CALTECH Project#: 2241 OSHPD#: NA Time Departed: Min Charge Client Name: Regular Hours: 4 Contractor Name: Diamond construction Overtime Hours: Inspector Name/License No: Jason Gardiner/ICC-5316600 Weather: Sunny fouli f Observed the placement of reinforcing steel in tilt u walls for Buildings E and F. Work done per Details P g P 9 and notes on S0.2, S3.1, S3.2, S3.2, S3.3, S4.1, S4.2 and S4.3. Reinforcing steel was checked for size, grade, lap splice, clearance and location. Other than any noted discrepancies all work was done per approved plans,jobsite specifications,RFI's and WPS's to the best of my knowledge and appeared to be in compliance at time of inspection. Authorized by/Print Name. — Inspector/Print Name: J son Gardiner Signa u Signature: Al Date: 4-15-16 Z rho