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Home My WebLink About1969 PALOMAR OAKS WAY; ; CB153731; Permit1969 PALOMAR OAKS WY CBAD PME 2130922000 Lot# AIR PRODUCTS: REPLACE ROOF MOUNT MECHANICAL EQUIPMENT Status: ISSUED 0 Applied: 10/30/2015 Entered By: SLE Plan Approved: 06/07/2016 Issued: 06/07/2016 Inspect Area: 06-07-2016 Job Address: Permit Type: Parcel No: Reference #: PC #: Project Title: Applicant: APEX MECHANICAL STE A 7440 TRADE ST SAN DIEGO CA 92121 858-536-8700 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plumbing/Mechanical/Electrical (PME) Permit Permit No: CB153731 Building Inspection Request Line (760) 602-2725 Owner: AIR PRODUCTS&CHEMICALS INC C/O J C SCHUMACHER CO 1969 PALOMAR OAKS WAY CARLSBAD CA 92011 $0.00 $0.00 $163.00 $591.25 $754.25 Plumbing Fees Electrical Fees Mechanical Fees Other PME Fees TOTAL PERMIT FEES Total Fees: $754.25 Total, Payments To Date: , $754.25 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: AQftg 4iAir Clearance: NOTICE Reese take NOTICE that appro\d of your tq&t includes the "Inor of fees, dedications, reswmbcns, or other exactions hereafter collectively rofen to "feesfeor" You have 93 days ftcm the date this peirit was; issued to protest irrxtic,i of these feesIecrs. If you pest thei't you nitst follow the protest procedures; set faiTh in GrlTe1t Code Section )20(a), and file the protest and any other Wired infmi'etim wth the City IVI@nager for xtxassing in aa wth Carlsbad MAdpal Code Sic*, 3.32.(3O. Fatiie toy fdIovt1t ptxuewII bar aiysuheaueit legaJ action to attack reew, set aside void, or arni their in-position. You are et,j FURTHER NOTIFIED that 'ar right to protest the specified feestexactions DOES NOT APRY to meter and seer irjTia1 fees and capacity changes, nor ptavirg zrrrng, gad rigor ciba sirrilar application processing or service fees in ornm wth this project. r'CR DOES ITY to any ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: IPLANNING DENGINEERING EBUILDING EFIRE EJHEALTH EDHAZMATIAPCD .; (/'' • Building Permit Application I4 Crty of 1635 Faraday Ave., Carlsbad, CA 92008 Plan Check No.QJ3 31'5 Est. Value Ph: 760-602-2719 Fax: 760-602-8558 Cailsbad email: building@carlsbadca.gov Plan Ck. Deposit Date C( f1v5 Iswppp I www.carisbadca.gov JOB ADDRESS 1969 Palomar Oaks Way SUEIE#/SPACE#/UNIT# n/a APN 1 213 - 092 - 20 - CT/PROJECT # LOT C PHASE C C OF UNITS B BEDROOMS C BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP I Air Products I DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) - Replace makeup air equipment. .EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS Same Same YESJt. NO YESNO YESENO APPLICANT NAME Primary Contact Scott Olsen . PROPERTY OWNER NAME Air Products-/ Doug Taniguchi ADDRESS - ADDRESS 7440 Trade St 1969 Palomar Oaks Way CITY STATE - ZIP San Diego CA 92121 CITY STATE ZIP Carlsbad CA . 92011 PHONE - FAX PHONE FAX 858.536.8700 858.536.8777 760-931-9555 EMAIL EMAIL solsen@apexmech.com tanigudjairpróducts.com DESIGN PROFESSIONAL DEC Engineers CONTRACTOR BUS. NAME - Apex Mechanical ADDRESS ADDRESS .-• - 7360 Carroll Road 7440 Trade St CITY STATE ZIP CITY STATE ZIP San Diego CA 92121 San Diego CA 92121 PHONE FAX PHONE . 858-578-3270 858-578-3273 858-536-8700 FAX 858-536-8777 EMAIL . EMAIL thermann@decengineers.com solsen@apexmech.com STATE LIC. B STATE LiC.# CLASS CITY BUS. LiC.# - 831345 C-20, 36 1 1220277 - tec: business ana iroressions code: Any City Or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: [] I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. [ZJ I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Cypress Insurance Company Policy No. APWC601469 Expiration Date lili2OlS This section need not be completed if the period is for one hundred dollars ($100) or less. n Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall Subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as pr vlde r in S c o 6 th abor code, interest and attorney's fees. CONTRACTOR SIGNATURE 1j_________ DAGENT 10/30/15 -- DATE Q0Ma0QWGWQ_ Ode— I hereby affirm that lam exempt from Contractor's License Law for the following reason: El I, as owner of the properly or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such 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 he did not build or improve for the purpose of sate). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with Contractor(s) licensed pursuant to the Contractor's License Law). El I am exempt under Section ______________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. EYes IJNo I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed Construction (include name address I phone! contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address! phone! contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address! phone I type of work): 'PROPERTY OWNER SIGNATURE _ft_j)_AGENT DATE 10/30/15 G' ooe:x iXF ls'the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes rZNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? LiVes 3No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name N/A Lender's Address N/A 1QC3 (3OO1i)(•DT - -U--- - I certify that l have mad the application and state that the above information is correct and that the information on the plans Isaccurate. I agree to comply with all City ordinances and State laws relating to buildlngconstruon. lhereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA:- An OSHA permit is required for excavations over 50 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expbs by limitation and become nut and void if the building or work authorized by such permit is not commenced within llio days from the date ofsuch permit or if the building or work authorized by such permit issuspended or abandoned at any time after the work is commenced fora period of 180 days (Section 1 06A Uniform Building Code). APPUCANT'SSIGNATURE T&;J\1) . DATE L 10/30/2015 vJv_-'--, J. STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. IFIC ATIE OF OCCU PA NCY f Corn. .. ..rcia I Projects t'j Fax (760) 602-8560, Email Mil M00 or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. Building is existing and occupied. CO#: (Office Use Only) CONTACT NAME -'- --'--- -- - -- ' OCCUPANT NAME ' '_'_ .'• " ADDRESS '- - - - ' - '--- BUILDING ADDRESS CITY r '- - - - - ' ' - - STATE - - ZIP - CITY STATE ZIP Carlsbad CA PHONE - - -. - .-•- -. FAX - - -. EMAIL r - - -. - '- - - -------- OCCUPANT'S BUS. LIC. No. DELIVERY OP11ONS '2PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) - - - - MAIL TO: ' CONTACT (Listed above) OCCUPANT (Listed above) ASSOCIATED CB# - CONTRACTOR (On Pg. 1) NO CHANGE IN USE / NO CONSTRUCTION MAIL/ FAX TO OTHER: - . CHANGE OF USE/ NO CONSTRUCTION .APPLICANT'S SIGNATURE - . . ' DATE - . . !Aj STORY, REPORT (C B 153731) Permit Type: BLDG-Commercial Application Date: 10/30/2015 Owner: AIR PRODUCTS & CHEMICALS, INC. Work Class: P/M/E Issue Date: 06/07/2016 Subdivision: Status: Closed - Finaled Expiration Date: 03/29/2017 Address: 1969 Palomar Oaks Wy Carlsbad, CA 92009 IVR Number: 710226 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reunspection Complete .' 12/01/2016 12/01/2016 BLDG-Final 003774.2016 Failed Andy Krogh.' Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Plumbing Final * Yes * BLDG-Mechanical Final Yes - . BLDG-Structural Final Frames to be torqued per code with tc gun No • and special inspection performed BLDG-Electrical Final ' Yes -. 02/16/2017 02/16/2017 BLDG-Final 013928.2017 Passed Andy Krogh Complete • Inspection . Checklist Item COMMENTS Passed BLDG-Plumbing Final • Yes - BLDG-Mechanical Final - . Yes BLDG-Structural Final • - Yes - BLDG-Electrical Final Yes • • - - 1. February 16 2017 . • Page 1 of I Page 1 of 1 Inspection List Permit#: CB153731 Type: PME AIR PRODUCTS: REPLACE ROOF MOUNT MECHANICAL EQUIPMENT Date Inspection Item Inspector Act 09/30/2016 34 Rough Electric MC AP 08/25/2016 34 Rough Electric MC AR 08/22/2016 23 Gas/Test/Repairs MC AP 08/18/2016 23 Gas/Test/Repairs MC AP 07/14/2016 12 Steel/Bond Beam MC WC 07/14/2016 14 Frame/Steel/BoltinglWeldin MC AP 07/07/2016 14 Frame/Steel/Bolting/Weldin MC AP 06/15/2016 14 Frame/Steel/Bolting/Weldin MC PA 06/14/2016 11 Ftg/Foundation/Piers MC PA 06/14/2016 19 Final Structural MC WC Comments ROOF EQUIPMENT ROOF TOP HVAC EQUIP. START 24 HR TEST. REVISION TO AC-12C PLATFORM STEEL HVAC PLATFORMS WOOD FRAME PLATFORMS, SEE CARD COLUMN AT LINE 3-E.5 Structural Inspections LLC *spEcnL INSPECTION SERVICES- P.O. Box 2415, El Cajon, CA 92021 Cell: (619) 770-9559 Fax (619) 588-5955 Inspect6on Report Project Name: ProjectAddress /7b _/"i4 _ç Architect: " Engineer: 2) Contractor: 4 Page: of Report #:________________ Permit #:_C//J373/ File#: DSA#: Other: W INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Structural Steel H.S. Bolts, ,, H.S. Bolts '31y 4-3_Z. .Ins/Specs Masonry. Prisms Conc. PSI Clearances Concrete Mortar/Grout Grout PSI Positions - Fireproofing Cant Cylinders Mortar PSI _'Sizes ,Epoxy Fireproof Steel Laps .' otherjj 5 Other ElecciWire Consolidation Other 0 Other Fireproof Torque Ft. Lbs Other: Other: Other: Other: Other: Other: ________ Other: Other: 1V7 O,V/ 7b-f) * S't, /3 /y / -- a / q ?6 ci T CERTIFICATION OF COMPLIANCE All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections. of the building codes This report covers the locations of the work inspected and does not constitute opinion or project control I hereby certify, that I have observed to the best of my knowledge all of the above reported work unless otherwise noted I have found this work to comply with the approved plans specifications,,and applicable sections of the governing building laws J / Inspector MARIO BA1AGLIA _Cert_350 Signature Date RECVED Insp. Date Day I Day 2 Day 3 Day. 4 Day 5 Time Starc 7 FEB-1-6-2,0-17 Time Stop: -. - CITY OFCARLSBAD Approved By:_. . . BUILDING DIVISION Project Superintendent REGISTERED INSPECTOR'S DAILY REPORT IDATE 7/8/2016 1 [DAY Friday I I PAGE 1 OF I TYPE OF INSPECTION PERFORMED REINFORCED CONCRETE POST TENSIONED CONCRETE PRE-STRESSED CONCRETE REINFORCED MASONRY STRUCTURAL STEEL ASSEMBLY FIRE PROOFING QUALITY CONTROL EPDXY OTHER X PROJECT NAME Various MAU Replacement BLDG- PERMIT NO. Carlsbad CB153731 PROJECT NO. PLAN FILE NO. PROJ. LOCATION 1969 Palomar Oaks Rd. Carlsbad, Ca. ARCHITECT CLIENT STRUCT. ENGINEER PROJECT ENGINEER GENERAL CONTRACTOR Apex SUB PERFORMING WORK ARRIVAL TIME DEPART j TIME J REGULAR HOURS O.T. HOURS TRAVEL HOURS NUMBER OF TEST SAMPLES HOURS APPROVED BY: 0900 1300 L4.0 0 0 0 INSPECTION SUMMARY (LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS, REMARKS, INFORMATION ABOUT AMOUNTS OF MATERiAl. PLACED, WORK PERFORMED, STRUCTURAL CONNECTIONS SAMPLE NUMBER, SAMPLE TYPE) PROGRESS, CHECKED,.. Arrived at job site to perform visual inspection of field welding. H&R Steel came back to site after it was determined that he steel was in the wrong location. New beams remove and relocated in proper location. New web stiffeners added at connections New A325 bolts installed and properly tightened. New welding per original details and meets visual acceptance criteria. All welding performed by AWS certified welder using FCAW process with E7IT-8 wire electrode. CERTIFICATION OF COMPLIANCE /Ji 'cziv To the best of my knowledge, the above reported work, NAME OF REGJTERED INS OR s offterAise noted, is in ce Ens of the governing 1 Ethe Fe &#rn CERTI9CATIONNUR DAILYI9-O5 H & R STEEL 1710 N. Magnolia Ave. El Cajon, CA 92020 PH (619) 562-1840 FAX (619) 562-1850 Curt Cell #619-719-6832 Joe Cell #619-213-8615 State Contractor License: #887819 RFI#O1 REQUEST FOR INFORMATION To: KT Construction Date: 5-31-16 ATTN: Deanna Thomason Project: Air Products From: Curt Rice I Joe Higgins Subject: INFORMATION REQUESTED 1 Referring to accompanying attachments (Additional Platform E-3; E-5): Sheets E-3 and E-5 show new beam at existing plate for new unit. For approval. Reply: Approval provided. See stamped shop dwgs. M.Griffiths GSSI 6-1-2016 • The information requested above is crucial to completion of the project. Please respond ASAP. BILL OF MATERIAL j 3 C" .45 4 5HEAR 54F5 GSSI Engjnoors FRIHAM5 FOR APPROVAL I W. 7I9.l714I a%I1O __— I H&R STEEL 47. C26OIC2676IC 4/26/16 _5 i-ft 4 6-116 ap IIII I I I-ft I OP C264R l4O 0— I 1—b EC11tI A +0 (-32) I_-i50 43252 I I_3—ø173252 I ONE BEAM -54 I_3-7 tI3252 I ONE _SEAM _5C +0 (10-loIs) 3-35043252 I ONE _SEAM _55 (2-10) 3-0 43252 I ONE SEAM 55 (E) WI23O_ 1WI226 I25 SHEAR CLIP—" DV SECTION C 1/4 3 SIDES -0. -1 EngIneers 0 a - FOR APPROVAL ONLY NOT FOR CONSTRUCTION XV SECTION A SIDES SHEI 3L IIIN U ' FP SIDES 8-3r EDGE OF FLANGE SA W12 x26 t (C) wI230 NEW UNIT WIDTH OLD UNIT LOCATION , -FILL WITH GRATING OPEN AREA GUARD AIL ____ -REMOVE EXISTING (E) WI23O REMOVE EXISTING LADDER C PLATFORM FRAMING PLAN REGISTERED INSPECTOR'S DAILY REPORT [DATE 7/6/2016 IDAY Wednesday I I PAGE 1 OF 1, TYPE OF INSPECTION PERFORMED REINFORCED CONCRETE POST TENSIONED CONCRETE PRE-STRESSED CONCRETE REINFORCED MASONRY QUAUTY CONTROL STRUCTURAL STEEL ASSEMBLY EPDXY FIRE PROOFING OTHER X PROJECT NAME Various MAU Replacement BLDG. PERMIT NO. Carlsbad CB 153731 PROJECT NO. PLAN FILE NO. PROJ. LOCATION 1969 Palomar Oaks Rd. Carlsbad, Ca. ARCHITECT CLIENT STRUCT. ENGINEER PROJECT ENGINEER GENERAL CONTRACTOR Apex SUB PERFORMING WORK ARRIVAL TIME DEPART TIME J f REGULAR HOURS O.T. HOURS TRAVEL HOURS NUMBER OF TEST SAMPLES HOURS APPROVED BY: 0900 1300 j4.0 0 0 0 INSPECTION SUMMARY (LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, INFORMATION ABOUT AMOUNTS OF MATERIAL PLACED, WORK PERFORMED, STRUCTURAL CONNECTIONS CHECKED,.. SAMPLE NUMBER, SAMPLE TYPE) Arrived at job site to perform visual inspection of field welding. Four new beams installed at MAU 12. Shear tabs welded to existing beams for bolting of new beams. New beams have web stiffeners and shear tabs welded in fb shop. Beam connections made using 3 A325 TC bolts in each connection. One connection welded to existing beam stiffener on 3 sides. Two beams welded at top flanges only with UP welds per approved sketches. Welds per approved details and meet visual acceptance criteria. A325 bolts tightened using Tgp per manufacturer's instructions. One Hilti TZ quik bolt installed to concrete wall per detail 10 on SI .2. Anchor is 5/8" diameter by 5" long with 4" minimum embedment. This is for steel frame on ACI through AC4 units. CERTIFICATION OF COMPLIANCE Ly' -1 To the best of my knowledge, the above reported work, JNAME;OFZREISTEETED 77TINSPE unless othervAse noted, is in confbrmanoe with the approved plans and specifications and the applicable sections of the governing building ordinances. csIGNATuRE CERTIFICAMOW4R INSPECTOR DAILY/09-05 , Structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 • Fax (619) 588-5955 Inspection Report Project Name: Project Address: 9 /i L)'Y772 O)JIts kvv Architect: Engineer: Contractor: Page: of Report Permit #: File #: DSA#: Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION . INSPECTION CHECKLIST Structural Steel _L._...... H.S. Bolts H.S. Bolts ",'Plans/Specs Masonry Prisms Conc. PSI Clearances Concrete Mortar/Grout Grout PSI Positions Fireproofing Conc. Cylinders Mortar PSI - _Sizes Fireproof ._. Steel 1/ ' 4/ Laps Other: Other: Elect./Wire Consolidation Other: Other: Fireproof Torque Ft. Lbs: Other: Other: Other: I ( 17 1'S ' Other: Other: Other: Other: ____________ Other: _cc$ C.1) '1 41 T7%- '1vJ7 //4/9 'A-7 7C - /1" 4/' -Mi?-7 (-"o ,A at-,/5d A,L-) 747f7 Vz4 2 L N '1 CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections / of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted. I have found this workjto comply with the approved plans, specifications, and applicable section/ s.of the governing building law Inspector: MARIO BAUAGLIA Cert: 350 Signature Date ::Ins Date: Day I: Day 2: Day 3: Day 4: Day 5: Time Start: Time Stop: Approved By: Project Superintendent Inspection Report Project Name:A çz... 'T-i71&TZ, u?2j7'L. T'' ProjectAddress: 1A' 1A4' e4r\'—' Ld Architect: &, 5J Engineer: Contractor: ,tQ Page: of Report #:________________ Permit #: Cii ( 5 31 ' 1 File #: Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Structural Steel H.S. Bolts HS. Bolts Plans/Specs Masonry Prisms Conc. PSI Clearances Concrete Mortar/Grout Grout PSI Positions Fireproófing Conc. Cylinders Mortar PSI \ Sizes 1 Epoxy Fireproof Steel "' Laps Other Other ElectJ'Vure Consoludatlont Other: Other: Fireproof Torque Lbs •r Other: Other Other: Other: Other:. Other: Other: Other: ,4t,oçPk7 0_/L_L (4 -Q / J ij '1 WEA din) A - fl-k) 1k-içr) 1'L &)o -cL 7M -p '-r 'tip . --- P4 :T '(9 -'s j2'/ k' 4JD, f-7 t £A1M Li — CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building code. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of th&governing building laws. A9Inspector)V1(Ckktl)J1WUCert: \C7' ....Signature Date 1 •,, lnsp.Date: • . Day I: 1IDay2: Day 3: Day 4: Day 5: Time Start: / /Time Stop ? Approved By: /_Project Inspection Report Project Name: A Page: of . Report #:______________ Project Address: g (a CA (15 C-i) "/ Permit #:C Z) i573-717 ) Architect: Engineer: Contractor: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Structural Steel H.S. Bolts H.S. Bolts Plans/Specs Masonry Prisms Conc. PSI CD gloplc> Clearances '..c- Concrete Mortar/Grout Grout PSI Positions Fireproofing ' Conc. Cylinders 7 Mortar PSI Sizes Epoxy Fireproof Steel Laps Other: Other: Elect./Wire Consolidation Other: Other: Fireproof Torque Ft. Lbs: Other: . Other: Other: Other: Other: Other: Other: Other: 2 TT 1L'-z-rfr' - t- AJ 71' 5 I AIAI ' LcC) .lA21V c -ç j r i h t-) CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwis noted I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. LC Inspectorm PCert: Sinature Date File File #: DSA #: Other: 1- 7l*I &J1 i— S7 '1 t31- j_*7 V' )/2. ' irZ 'CA r /oTçi a Structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 - Cell: (619) 770-9559 • Fax (619) 588-5955 Inspection Report Project Name: C ProjectAddress: / 4/? s Architect: Engineer: Contractor: 4 's.. Page: ' of _ Report #:________________ Permit #: File #: DSA-#: Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Structural Steel H.S. Bolts H.S. Bolts Plans/Specs Masonry Prisms Conc. PSI ' Clearances Concrete Mortar/Grout Grout PSI Positions Fireproofing Conc. Cylinders 4 Mortar PSI Sizes Epoxy Fireproof _______ Steel 4 .- Laps Other:o '1 Other: Elect/Wire Consolidation Other: Other: Fireproof Torque Ft. Lbs: Other: Other: Other: Other: Other: Other: Other: Other: C4) 77 Cm (5 2 /.ej 2?)) —1 47— -'( /f c y o (' /c'O 'tF— 24 çf r CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project conrol. - I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted. I he found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. 7 / Inspector: MARIO BAUAGLIA Cert: 350 Signature Date H & R STEEL 1710 N. Magnolia Ave. El Cajon, CA 92020 PH (619) 562-1840 FAX (619) 562-1850 Curt Cell #619-719-6832 Joe Cell #619-213-8615 State Contractor License: #887819 RFI#03 REQUEST FOR INFORMATION To: KT Construction Date: 5-31-16 ATTN: Deanna Thomason Project: Air Products From: Curt Rice I Joe Higgins Subject: INFORMATION REQUESTED 1 Referring to accompanying attachment Foundation Plan E-1: Sheet E-1 shows epoxy bolts at new column at Section A. Please approve use of epoxy in place of wedge anchors. Reply: 3/4" dia epoxy anchors are acceptable for use. Use Hilti HIT-RE 500 epoxy with HAS threaded rods with 4.75" embedment. M.Griffiths GSSI 6-1-2016 The information requested above is crucial to completion of the project. Please respond ASAP. HSS5x5xV4 '-SLAB 4-0 EPDXY ANCHORS —J [4 PLI2xx12 SECTION A GS$I Engineers G o FOR APPROVAL ONLY NOT FOR CONSTRUCTION FOUNDATION PLAN NOTES: I.- FIN FLOOR EL 0-0 ft. noRm -- - I— i . .-jg S i - - THE CITY OF SAN DIEGO SPECIAL INSPECTOR CERTIFICATE r : Name: WILLIAM A. LYONS . Certificté No.: 513T ________ •• ________ .- Expiration: December 31. M6 a — This certifies that the special inspector is uthorized to perform special inspection within the City of San Diego for the type(s) of work Indicated under the provisions of Chapter 14 of the SanDiegoMunicipaiCocie.. . - -__.-'-- -- -•--- -- I C.C." at Inspector Exp. 11/18120161 C 6'. 1, eldin a spector - Exp. 11/22/2016 NAL , INTERNATIONAL. -• '. ICI[ CODE COUNCIL Inspector Exp. Ic 1CC - • NAL INTERNATIONAL • CIL cODçOUNCIL - - - •-: ¼ • . --------------------------- - - - 'ACI Cóncretë Field Testing Technician - 1- JMICHAELKDUTEMPLE •t.1 •. - -•- • .--• - - - Certification I'D #01270907 —Expires on: 06/29/2018,--7-, certification' Verify at CheckACi org - S p •1 http://veii1y.iCcSäIe82O61J8 I Scan for Status t I'M iiit iug, THE CITY OF SAN DIEGO - SPECIAL INSPECTOR CERTIFICATE Name: MARIO L. BATTAGLIA I I * Expiration: December 31, 2016 This ceifies that the special inspector is authoried to perform special inspection within thi City of San Diego for the type(s) of work indicated under the provisions of Chapter 14 of the San Diego Municipal Code. - -' - ........ . . -. • -- :-- . - ................. International Code Council 500 . . . . . -. Jersey . I • -EXTERIOR OF CARD IN1.ERNAJIONAU . . . . CODE COUNCI The individual named hereon is CERTIFIED in the Categories shown, having been so Certified pursuant to ICC CERTIFICATIONS HELD successful completion of the prescribed written examinations. ARE FOUND ON THE REVERSE SIDE OF THIS Not valid unless -signed by certificate holdei- . CARD ICC Certification attests to competent knowledge of codes and J Standards. • - Reinforced oncrete Special In5pcctor-Legacy - Exp..O7/29/2O7M C 144", Inspector - Exp. 07129/2017 'WWStru Icc cturaI Masonry Special Inpector - Cap 07/2912017 dura!StéF&Weldifl9SPaI Inspector. Exp. 07/29/2017 ERNATIONAL . . 4 INTERNATIONAL INT OUNCIC OEQUNCIL ____ ici cj imY OtX ACc JjJt5 Cdisbad (Cityo SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special inspection, structural observation and construction material testing. Project/Permit: CB 15-3731 Project Address:.."969 Palomar Oaks Way, Carlsbad, CA 92011 THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder P. (If you checked as owner-builder you must also complete Section B of this agreement) Name: (Please print) .. Scott .. . Olsen (Frrst) (Last) Mailing Address- 7440 Trade :St San Diego, CA 92121 •• . Email—solsen@apexrnech corn Phone 858 536 8700 I am OProperty Owner IProperty Owner's Agent of Record 0Architect of Record UEngineer of Record State of California Registration Number 831345 . . . Expiration Date: _1/31/?0 17 AGREEMENT: I, the undersigned, declare under penalty Of peijury under the laws of the State of California, thét Ihave read, understand acknowledge and promise to comply with the City of Carlsbad requirements for special inspections structural observations construction materials testing and off-site fabrication of building components as 'prescribed in the statement of Special inspections noted on he pp ö ed plans and, as required by the California Building Code. Signature: . LZ1). . . .. . Date: 3/18/16 CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Seätion 1706). This section must be completed by the contractor I builder I owner-builder. Contractor's Company Name:_ Apex Mechanical Systems Inc. Please check if you are Owner-Builder 0 Name: (Please print) Scott . . . Olsen (First) ' (MI.) (Last) Mailing Address:, 7440 Trade St, San Diego, CA 92121 EmaiI: solsen@apexrnech.com Phone: 858.536.8700 State of California Contractor's License Number:_ 831345 Expiration Date: 1/31/17 I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. I will provide a final report / letter in compliance with CBC Section 1704.1.2 prior to reauestina final inspection. I, I •.5 Signatu 3/18/16 B-45 Page 1 of 1 Rev. 08/11 REGISTERED INSPECTOR'S DAILY REPORT. [DATE 7/6/2016 1 [DAY Wednesday I F PAGE 1 OF I TYPE OF INSPECTION PERFORMED REINFORCED CONCRETE POST TENSIONED CONCRETE PRE-STRESSED CONCRETE REINFORCED MASONRY QUALITY CONTROL STRUCTURAL STEEL ASSEMBLY EPDXY FIRE PROOFING OTHER X PROJECT r'&w Various MAU Replacement BLDG. PERMIT NO. Carlsbad CB 153731 PROJECT NO. PLAN FILE NO. PROJ. LOCATION 1969 Palomar Oaks Rd. Carlsbad, Ca. ARCHITECT CLIENT STRUCT. ENGINEER PROJECT ENGINEER GENERAL CONTRACTOR Apex SUB PERFORMING WORK N. I ARRIVAL TIME DEPART j TIME REGULAR HOURS O.T. HOURS TRAVEL HOURS NUMBER OF TEST SAMPLES HOURS APPROVED BY: 0900 1300 j4.0 0 0 0 INSPECTION SUMMARY (LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS, PROGRESS, REMARKS. INFORMATION ABOUT AMOUNTS OF MATERIAL PLACED, WORK PERFORMED. STRUCTURAL CONNECTIONS CHECKED,.. SAMPLE NUMBER, SAMPLE TYPE) -4 Arrived at job site to perform visual inspection of field welding. Four new beams installed at MAU 12. Shear tabs welded to existing beams for bolting of new beams. New beams have web stiffeners and shear tabs Welded in fb shop. Beam connections made using 3 A325 IC bolts in each connection. One connection welded to existing beam stiffener On 3 sides. Two beams welded at top flanges only with CJP welds per approved sketches. Welds per approved details and meet visual acceptance criteria. A325 bolts tightened using TC gun per manufacturer's instructions. - One Hilti TZ quik bolt installed to concrete wall per detail 10 on SI .2. Anchor is 5/8" diameter by 5" long with 4" minimum embedment. This is for steel frame on AC1 through AC4 units. RECEIVE!) DEC 012016 ITY nP ARLRAD BUILDING DIVISION - CERTIFICATION OF COMPLIANCE Ly i To the best of my knowledge, the above reported work, I NAME OF RE ISTE ED INS'ECT97 spec unless othemoise noted, is in oonfoffnance with the approved plans and ifications and and the applicable SIGNATUREsections of the governing building ordinances. CERTIFICtATIOWNUMBER INSPECTOR DAILYI09-05 REGISTERED INSPECTOR'S DAILY REPORT [DATE 7/8/2016 I [DAY Friday I t PAGE 1 OF 1 1 TYPE OF INSPECTION PERFORMED REINFORCED CONCRETE POST TENSIONED CONCRETE PRE-STRESSED CONCRETE REINFORCED MASONRY QUALITY CONTROL STRUCTURAL STEEL ASSEMBLY EPDXY FIRE PROOFING OTHER X I PROJECT NAME Various MAU Replacement BLDG. PERMIT NO. Carlsbad CB 153731 PROJECT NO. PLAN FILE NO. PROJ. LOCATION 1969 Palomar Oaks Rd. Carlsbad, Ca. ARCHITECT CLIENT STRUCT. ENGINEER PROJECT ENGINEER GENERAL CONTRACTOR Apex SUB PERFORMING WORK ARRIVAL TIME DEPART TIME REGULAR HOURS O.T. HOURS TRAVEL HOURS NUMBER OF TEST SAMPLES HOURS APPROVED BY: 0900 1300 - 4.0 0 0 0 INSPECTION SUMMARY (LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS. INFORMATION ABOUT AMOUNTS OF MATERIAL PLACED, WORK PERFORMED, STRUCTURAL CONNECTIONS CHECKED,. SAMPLE NUMBER, SAMPLE TYPE) -. —a Arrived at job site to perform visual inspection of field welding. H&R Steel came back to site after it was determined tha, he steel was in the wrong location. New beams remove and relocated in proper location. New web stiffeners added at connections New A325 bolts installed and properly tightened. New welding per original details and meets visual acceptance criteria. All welding performed by AWS certified welder. using FCAW process with £71 T-8 wire electrode. RECEIVED DEC 012016 CITY OF CARLSBAD bUILDING DIVISION -s CERTIFICATION OF COMPLIANCE To the best of my knowledge, the above reported work, JNAME OF REGJTERED INS OR unless othervWse noted, is in confoffnance with the approved plans and sectionsO the flbUIflspecification: and the b1e CERfl9CATiONN4R INSPECTOR DAILYI0945 SHEET / I V GSSI PROJECT. 4ii2 floDvcj3 GSSI NO. Structural Engineers ENGR. M.Gnffiths DATE 'wo GSSI Structural Engineers SHEET .L. PROJECT, - .;4/i p JC>f3: GSSI NO. ENGR. M.Griffit DATE M1 211 1 i'~, P.O. Box 2415, El Cajon, CA 92021 Telephone: (619) 7497-4912, Fax: (619) 669-6709, Cell: (619) 770-9559 nspecton Report Project Name: AIR PRODUCTS Page: _loll Report #:01 Project Address:1969 PALOMAR OAKS WY. Permit#: Architect: File, Engineer: HRC DSA#: Contractor: NEAL ELECT. Other: P.O. #16 -013 •- 044 ON INSPECTI I : MATE EP#q7 _CHECKLIST,l O Structural Steel 0 H.S. Bolts 0 H.S. Bolts [J Plans/Specs [J Masonry ( Prisms j Conc. PSI [J Clearances O Concrete Mortar/Grout Grout PSI Q Positions o Fireproofing [J Conc. Cylinders 0 Mortar PSI Sizes O Other: 0 Fireproof j Steel 3/8' Laps Other. BOLTING Other: Elect./Wlre Consolidation O Other: Other: 0 Fireproof 0 Torque FLLbs: C] Other: Other 0 Other: [j Other: 0 Other: 0 Other: fl Other: Other: OBSERVED THE INSTALLATION, FASTENING OF THE FOLLOWING ITEMS FOR THE NEW BREAKER: 3/8" BOLTS (4 TOTAL) TO BUSSING, TORQUED TO 20 ft. lbs. 375 AMP CABLES TORQUED TO 31 1/4 ft. lbs. ITEMS ARE IN COMPLIANCE WITH BREAKER SPECS WITHOUT FAILURE. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the k inspected and does not constitute opinion or project control. Inspector: MARIO BATTAGLIA Cert: City of SD #350 6/4/16 Signature Date Copies of report submitted to: RECEIVED DEC 012016 CITY OF CARLSBAD BUILDING DIVISION Structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 Fax (619) 588-5955 hspectüoi Report Project Nam '12 Project Address:/1 4 (071 ,&YZ O7k 5 Architect: Engineer: Contractor: 7f•_ h ( / Page:_ of Report Permit #'. / I 3 7 3 / File #: DSA#: Other: 1/ e INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Structural Steel H.S. Bolts H.S. Bolts .7Ians/Specs Masonry Prisms Conc. PSI Clearances Concrete .- Mortar/Grout Grout PSI Positions Fireproofing Conc. Cylinders Mortar PSI Sizes Epoxy Fireproof ...T Steel Laps Other! G(L. Other: V ElectiWire -C'? 17 ( Consolidation Other: Other: Fireproof Torque Ft. Lbs: Other: Other: Other: Other: Other: Ocher: Other: Other: / V9 T '0 9C J DEC 012016 CITY OF CARLSBAD -UQ.P1VJSJDN.._ CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans. specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted. I have found this wor1k to comply with the approved plans, specifications, and applicable sections ofthe governing building laws. / Inspector: MARIO BATTAGLIA Cert: 350 nature " Date ''" Structural Inspections LLC 'SPEC'IAL INSPECTION SERI/ICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 Fax (619) 588-5955 bspecton Report Project Name 71 i'Z.. V Project Address: q f4'/opi j-ç CJfr Architect Engineer: Contractor: AP4g, Page: of Report #: Permit #: (r /- File #: DSA #.- Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Structural Steel H.S.Bolts H.S.Bolts Plans/Specs Masonry Prisms Conc. PSI Clearances Concrete .'- Mortar/Grout Grout PSI Positions Fireproofing Conc. Cylinders Mortar PSI Sizes Epoxy Fireproof Steel Laps Other: Other: ElectiWire Consolidation Other: Other: Fireproof Torque Ft. Lbs: Other: Other: Other: ______________ Other: Other: Other: Other: Other: U ' I" 7L*1 .3 ,r z ! VA ,c 'J/ DEC 01 2016 CITY OF CARLSBAD CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, .specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted I have found this ;ork o / comply with the approved plans, specifications, and applicable sections of the governing building laws. Inspector: MARIO _BAY1'AGLIA Cert 350 ( Signature Date 1lnsp.Date: Day I: Day Day Day Day 5: Time Start. f Time-Stop:3 Approved By: Project Superintendent lnsp.Da Time St Time St 'structural Inspections LLC SPEC'JlL INSPECTION SERVJcES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 • Fax (619) 588-5955 Inspectoui Report Project Nanie:#i/l. ' k Page: of Report #: ProjectAddress:t ' ,?O,6) ,K'S' Permit#:__________________________ Architecc Engineer: Contractor: A ' File #. DSA #: Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Structural Steel H.S. Bolts H.S. Bolts (iansI5pecs Masonry Prisms Conc. PSI Clearances Concrete Mortar/Grout Grout PSI Positions Fireproofing Conc. Cylinders Mortar PSI _._izes Epoxy Fireproof Steel - Laps Other: Iq C LI Other: .Elect.JWlre T ') I I Consolidation Other: _...,._. Other: Fireproof Torque Ft. Lbs: Other: Other: Other: Other: Other: Other: Other: Other: PJ:c ccT 100 1,- k\-c- -Irlle-~Ii,-AT A&L ,C- k err Th / , C 7 1Dei ST 1-'tYT<: urr fL. r --Fr VT rD5T, tc- A ii ' is ç: --3 -,-:T-_ CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. / / Inspector: MARIO BATfAGLIA Cert: 350 Ii tIgnature Date Approved By: CITY OF CARLSBAD ProjeccSuperinccndent BUILDING DIVISION Structural Inspections LLC a subsidiary of BSL 1estin 9 Inspection & Engineering 2525 South Port Way,.Suite E National City, CA 91950 Cell: (619) 770-9559 Fax (619) 588-5955 IIo'ispector Report Project Name: /b ProjectAddress: Architect: Engineer: Contractor: Page: __________ of Report #:________________ Permit #: __37_3/ File #: DSA# Other: JJSPECTION MATERIAL.SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _L. Structural Steel H.S. Bolts H.S. Bolts _(lans/Specs Masonry Prisms Conc.'PSI Clearances Concrete , Mortar/GrOut Grout PSI Positions Fireproofing Conc. Cylinders Mortar PSI ("Sizes Ci Epoxy Fireproof ________ _A 7'Th Steel ii •_u i-' _ laps Other: Other: __,iiectJWire i'2f 'T—K Consolidation Other: - Other: Fireproof Torque Ft. Lbs: Other: Other: Other: Other: Other: Other: Other: Other: / - (1 u-'/, f&A ji—$,1 s 7, z'/ s/ . CITY OF CARLCDAD BUIL-DINGDrclS,oN CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes This report covers the locations of the work inspected and does not constitute opinion or project control I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted. I have found, this work to.. comply with t7oved plans, sp_ofications_and applicable sections of the governing building Signature Pate lnsp. Date: 2: Time Start: Time Stop: Approved By: Project Superintendent Structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 - Cell: (619) 770-9559 Fax (619) 588-5955 InspectRon Report Project Name: Project Address:_/ ,"° 11c;7-Y1 -v 'ic' cuy Architect: Engineer: Contractor: Page: of Report #:________________ Permk#: c 1 - I / File #: DSA #: Other: H (2 xaJ2 INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Steel H.S. Bolts H.S. Bolts _. Plans/Specs Masonry Prisms Conc. PSI Clearances Concrete Mortar/Grout Grout PSI Positions Fireproofing Conc. Cylinders Mortar PSI __Sizes Epoxy Fireproof Steel / $'71C) Laps " Other: Ji £4 Other: -' ElecciWire I ( T> S' Consolidation Other: 4 Other: . Fireproof Torque Ft. Lbs: Other: . Other: Other: Other: Other: Other: Other: Other: f ciç o r Wt\\ ()-f +c.5. 1 Y Dr c1oflnT — VV) I UVY , tc 7b 71- \fl .-p- 2-? (eM 6Y1 0 fl ) 1 '\ (CS r !/rxe ) cJ 3 DEC 01 2016 fCRLSBAD BUILDING uiviiON CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted. I have found this work to comply with the approved plans. specifications, and applicable sections of the governing building Inspector: MARIO BATTAGLIA Cert: 350 - Signature Date 4: Day, 5: Time Start: _.I.............•1 . Time Stop: Approved By: Project Superintendent TESTING- SERVICES, ffiSPECTION,.INC:. 'A Quality Asurance Firrñ" 3030 Main Stret San Diego, CA 92113 tsi-sandiego.com' (619) 234-9904 fax (619) 234-4931 tsi92113@yahoo.com Project Name: AIR.PRODUCFS. Project Address: 1969 PALOMAR OAKS Approval Number: CB153731 Architect: N/A Engineer: GSSI Plan/File Numbe N/A Contractor: NAVARES Contractor Doing RLportcd Work N/A RECEIVED Sam We Data_ DEC 01 2016 Report of: Grotrt Mortar Concreteete, Other: CITY OF CARLSBAD Supplier: .• Placement pate: TimU I LD IN G DIVISION SUPERIOR, 6/09/16 1:50 P11vI Mix Description: Mix Numbr. Ticket No.: Load No.: 38P 2052900 1 Design Strength: Required Strength (rc) Air Contt.nt Concri.tc Temp.:. 5000 PSI 3000 PSI - 89'F Type CLment Admixture Time in MIxLr - S - 56 MINUTES Unit Weight Slump Location of Placement: - COLUMN FIG Special Test Instruction or Remarks I AT4DAYS,2 AT 28 DAYS,I ATI1OLD ASTM Test (s) Perlbrmed SAMPLING FRESHLY MIXED CONCRETE(CI72,1141) SLUMP(C143,T119) 0 TEMPERATURE(CIUG4,T309) 0 MAKING & CURING CONCRETE IN FIELD (C31,723) D AIR CONTENT BVt PRESSURE .METHOD(C231,TISZ) 0 AIR CONTENT BY VOLUMETRIC METHOD (Ct73) 0 UNIT %VEIGHT.YIELD.(C138.TIZI) Samples Made by Date Receivi.d in Lab Date Issued to Client MARIO BA1T4GLIA 6/13116 7/21/16 Laboratory Data Age Lab Control Date Dimensions Average Test Area Max Load; Comprcssive. Type of Field Number Tested Incites Diameter inches Square Inches Pounds Strength PSI Fracture Identity I .... (nearest 10 psi) 4 22016 61316 44 400 1256 59940 4770 A 28 22016 70716 4x4 400 1256 78170 6220 A 28 220-16 '7-07-16 4x4 4.00 12.56 81100 6460: - A HOLD TES7S PERFORMED UNDER THE RESPONSIBLE Lab Use CHARGEOFRCE iC26676DENN!S Z1MMERt!AN H H H 2-CONFORMS U DOES NOT CONFORM A B C D . E D'FOR INFORMATION ONLY Cone Cone & Cone Shear. Columnar ASTM Test(s) performed 00617 IIC1231 0C39 Spilt Shear AASHTO Test(s) performed 01231 01722 Sketches of Types of Fractures per ASTM C39 Ei:6 1 'TESTING SERVICES 3030 MáiftStréet & SanDiego,CA92113 1INS1ECTION, iNC. tss fax (619)234-4931 "A Quality Assurance Firm" tsi92113yahoo corn REPORT OF COMPRESSION TESTS Project Name:- AIRPRODUCTS - Pro jeciAddrés: 1969PALOMAR OAKS .. Approval Number: N/A Architect: N/A Engineer: N/A Plan/File Number: N/A Contractor: APEX . . - RECEIVED , Contractor Doing Reported Work: F.l BRAWLEY - UtLtUiU1b SamD1eData_ Report of: Grout . Mortar (Coiic,•eteete Other: BUILDING DIVISION Supplier: Placement Date: Time: 6/16/16- - Mix Description: Mix Number: -Ticket No.: Load No.: - -8SKWPOZZ 38P . 310910 1- Design Strength: ' Required Strength We): Air Content: Concrete Temp.:: - -3000 PSI - Type Cement: - Admixture: Time in Mixer: - . - . . . . 60 MINUTES Unit Weight: . . Slump:' - - - 4'!:" Location of Placement: - POUR BACK SLAB AT HSS COLUMN . .. - Special Test Instruction or Remarks: I AT 7 DAYS, 2 AT 28 DAYS, II IOLD ASTM Test (s) Performed 10 SAMPLING FRESHLY MIXED CONCRETE(C172,T141)' SLUMP(C143,TI 19) TEMPERATURE(C1064,1309) MAKING & CURING CONCRETE IN FIELD (C31,'i'23) 0 AIR CONTENT BY PRESSURE METH01)(C231.1152) 0 AIR CONTENT BY VOLUMETRIC ME'1'IIOD(C173) 0 UNIT WEIGHT, YIELD,(C138,1-I2I) Samples Made by: . . Date Received in Lab: Date Issued to Client: MARIO BAITAGLIA 6/11/16 7/26/16 Laboratory Data Age- Lab Control Date - Dimensions Average Test Area Max Load Compressive Type of - Field Number Tested Inches Diameter tactics Square Inches Pounds Strength PSI Fracture identity . ... - (nearest 10 psi) 7 231-16 6-23-16 4 x 8 4.00 '12.56 ---- 28 231-16 7-14-16 4x8 4.00 12.56 . 68980 5490 -A -28 231-16 7-14-16 4x8 4.00 12.56 . 70100 5580 A H TESTS PERFORMED UNDER THE RESPONSIBLE. - LábUe CHARGE OF RCE #C26676 DENNIS ZIMMERMAN [fl [ FT flTfl CONFO D.DOES NOT CONFORM A B C D E D FOR INFORMATION ONLY Cone Cone -& Cone Shear Columnar ASTM Test(s) performed: 00617 RIC123 0C39 - Split Shear AASHTO Test(s) performed: 072.3 I 0T22 - Sketches of Types of Fractures per ASTM C39 EsGil Corporation In Partners flip with Government for Building Safety DATE: 06/02/2016 JURISDICTION: Carlsbad PLAN CHECK NO.: CB15-3731 PROJECT ADDRESS: 1969 Palomar Oaks Way U APPLICANT U JURIS. U PLAN REVIEWER U FILE SET: IV PROJECT NAME: Air Products "Mechanical only" The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Thécheck list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant - - contact person. / - The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail' Telephone Fax In Person REMARKS: Applicant to slip sheets from IlIr and set IV to all set Ill's to make a complete set IV, applicant to provide a comment on the cover sheet to provide special inspection for the welding, the bolting of the new beam to the parapet wall prior to issuing the permit By: John Le Vey Enclosures: EsGil Corporation GA E EJ LI MB LI Pc 05/25/2016 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil Corporation In(Partnership with government for Building Safety DATE: 05/06/2016 JURISDICTION: Carlsbad PLAN CHECK NO.: CB15-3731 SET: III PROJECT ADDRESS: 1969 Palomar Oaks Way PROJECT NAME: Air Products "Mechanical only" uPti CANT JURIS. Li PLAN REVIEWER Li FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. EJ The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Scott Olse, Telephone #: 858-536-8700 Date contacted: 10. (b') Email: solsen@apexmech.com Mail X Telephone q ki Fax In Person REMARKS: By: John Le Vey Enclosures: EsGil Corporation E GA E EJ E MB LI PC 04/29/2016 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CB15-373 1 05/06/2016 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring 1WO corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Please provide it appears you are proposing screening to be attached to the mechanical units on the roof provide the engineering design and manufacture approval for this type of design To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact John Le Vey at Esgil Corporation. Thank you. EsGil Corporatiqji In Partners/lip with govern7 zentf6zngsafE DATE: 05/06/2016 JURISDICTION: Carlsbad ( 4e1T, PLAN CHECK NO.: CB15-3731 SET: APPLICANT -'it1R IS. D PLAN REVIEWER El FILE PROJECT ADDRESS: 1969 Palomar Oaks Way PROJECT NAME: Air Products "Mechanical only" The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: * EsGil Corporation staff did not advise the applicant that the plan check has been completed. LII EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:- /\_, Telephone #: Date contacted: -_ (b J) Email: Mail Telephone Fax In Person REMARKS: By: John Le Vey Enclosures: EsGil Corporation [1GA El EJ El MB El PC 04/29/2016 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil Corporation In Partnership with government for Building Safety DATE: 03/31/2016 JURISDICTION: Carlsbad PLAN CHECK NO.: CB15-3731 SET:!! PROJECT ADDRESS: 1969 Palomar Oaks Way PROJECT NAME: Air Products "Mechanical only" LIPPLICANT J URIS. LI PLAN REVIEWER LI FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil, Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Scott Olsen Telephone #: 858-536-8700 Date coA1tacted:) , ( (b'( Email: solsen@apexmech.com ail ephoi Fax In Person LII REMA By: John Le Vey Enclosures: EsGil Corporation GA L EJ LI MB LI Pc 03/24/2016 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CB15-3731 03/31/2016 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. 2. If special inspection is required, the designer shall complete the city's "Special Inspection Agreement, Complete and sign the form B45 which can be found at the city web site. Grout, and set epoxy will require special inspection. Unable to locate the form, please provide with the plans. 4. Please remove all sheets that state not for construction .Engineer stamps still state not for construction To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Ll Yes U No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact John Le Vey at Esgil Corporation. Thank you. EsGil Corporation In Partnership with government for Bui(&ng Safety DATE: 11/10/2015 JURISDICTION: Carlsbad PLAN CHECK NO.: CB15-3731 SET: I PROJECT ADDRESS: 1969 Palomar Oaks Way PROJECT NAME: Air Products "Mechanical only" U APPLICANT JURIS. U PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the-jurisdiction's codes. LII The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list has been sent to: LII EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Scott Olsen Telephone #: 858-536-8700 Date contacted:\'\ O (bXf'(, MaiI Zehior1 Fax In Person REMA By: John Le Vey EsGil Corporation EGA LIEJ EMB 171 PC 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Email: solsen@apexmech.com 4p-)7wch I L oY - Qcon) Enclosures: 11/02/2015 Carlsbad CB15-3731 11/10/2015 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). This form can be found at the city web site attach the form to the plans whether new or existing If special inspection is required, the designer shall complete the city's "Special Inspection Agreement, Complete and sign the form B45 which can be found at the city web site. Grout ,and set epoxy will require special inspection Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. California State Law. Please remove all sheets that state not for construction To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: IJ Yes 1J No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact John Le Vey at Esgil Corporation. Thank you. Provide construction detail and calculations for the connections between the (N) 5114"X11 7/8" PSL and the (E) GLB 5 1/8" X 21" on grid lines 3 and 4, located 1. I Carlsbad CB15-3731 11 /10/2015 between grid lines F and G, and that are in the close proximity to the (E) beam to beam connection. Please clarify how the dead load of the equipment AC/9 to AC/12, was considered as 1,980 lbs for P1, if the total weight shown on plans is 5,000 lbs. See page S-2 of the calculations. Analysis for the elevated platform shown on details 9 and 10 of sheet S1.2 was not included, including the connections of the equipment to the platform and from the platform to the roof framing. Please clarify and provide the required design. Additional corrections may follow. Additional corrections may follow. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Sergio Azuela,John Le Vey at EsGil Corporation. Thank you. Jurisdiction Code ICb 113y Ordinance Bldg. Permit Fee by Ordinance vi Plan Chck Fee by Ordinance . Type of Review: El Complete Review - Lj Repetitive Fee E Other Repeats Hourly EsGil Fee * Based on hourly rate • Comments: I $591 .251 Structural Only 5.5 Hrs.@* $86.00 $473.00I Sheet of rnacvalue.doc + Carlsbad CB15-3731 11/10/2015 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: CB15-3731 PREPARED BY: John Le Vey DATE: 11/10/2015 BUILDING ADDRESS: 1969 Palomar Oaks Way ri BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Mechanical Air Conditioning Fire Sprinklers TOTAL VALUE I. - - 4 Remarks: PLANNING DIVISION BUILDING PLANCHECK oPm Planning ent :: CITY OF APPROVAL 1635 Faraday Avenue CI\RLSBAD P28 ww(76) 602-4610 r? DATE: 5/6/16 PROJECT NAME: T.I. PROJECT ID: PLAN CHECK NO: CB153731 SET#: ADDRESS: 1969 PALOMAR OAKS WY This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINARUIZ. S S A, Final Inspection by the PLANNING Division is required Yes Z No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. S Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please. resubmit amended plans as required. Plan Check Comments have been sent to: SOLSEN@APEXMECH.COM . S For auestions or clarifications on the attached checklist nlease contact the fnllnwinø rviewer nq mrkerI PLANNING ENGINEERING FIRE PREVENTION 7606024610 760-6022750 7606024665 CI!iris Sexton 760-602-4624 P Chris.Sexton@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov REVIEW #: 123 Ifri1IUl•I Plan Check No. CB153731. Address 1969 PALOMAR OAKS WY Date 5/6/16 Review #4 Planner GINA RUIZ Phone(760)602-4675 Type of Project & Use: Ti. Net Project Density: DU/AC Zoning: P-M General Plan: P1 Facilities Management Zone: CFD (in/out) #_Date of participation: Remaining net dev acres:_____ (For non-residential development: Type of land use created by this permit: Legend: Item Complete LI Item Incomplete - Needs your action Environmental Review Required: YES LI NO 0 TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval: Discretionary Action Required: YES Li NO Z TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: LI LI Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES D NO CA Coastal Commission Authority? YES D NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): LI LI Habitat Management Plan Data Entry Completed? YES E] NO If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (NP/Ds, Activity Maintenance, enterCB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) LI LI Inclusionary Housing Fee required: YES E] NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES E] NO LI V (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) V LI LI Housing Tracking Form (form P-20) completed: YES LI NO [-] N/A Z P-28 Page 2 of 3 . 07/11 City Council Policy 44 - Neighborhood Architectural Design Guidelines E LII Applicability: YES El NO Li] ElI Project complies: YES [II] NOD Zoning: LI LI 1 Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required _____ Shown Rear: Required _____ Shown Structure separation: Required Shown Z El El Lot Coverage: Required Shown LI LI fl E I Screening of Equipment: Required YES Shown DETAILS AND SECTIONS SHOWN ON SHEET T-3 - LOUVER DESIGN OK PER CW LI LI Parking: Spaces Required JN/A Shown PL? LI PLANCHECK LI LI E NO. 1: Additional Comments: OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ DATE 5/6/16 P-28 . Page 3 of 3 07/11 Shav Even From: Christina Wilson Sent: Tuesday, November 03, 2015 12:42 PM To: SOLSEN@APEXMECH.COM; Building Subject: CB153731 Air Products does not need Carlsbad Fire Dept. plan review 'Lq POLCJ Q:J\5 VV Scott, 0 CB153731 Air Products does not need Carlsbad Fire Dept. plan review. Thank you, Chris r, Ci ty of Carlsbad Christina Wilson Fire Prevention Secretary City of Carlsbad : 1635 Faraday Ave., Carlsbad, CA 92008-7314 www.carlsbadca.gov P 760-602-4665 phone I F 760-602-8561 1 ILIL 1\4E1AF\I10,4L 5V877E!4S If'J. April 4, 2016 City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 Re : CB15-3731 Various Makeup Air Uhit Replacements The following suthmãrizes our response to plan check comments for subject project. Comment 2 See attached Special Inspection Agreement form B45, signed, as well as imprint on sheet T.2. Comment 4: Not for construction comments have been removed from eñineering stamps. Should you have any questions or need, any further clarification please feel free to ça11 Sincerely, A.. Scott Olsen, PE Apex Mechanical Systems Iñ. 7440 Trade St., Suite A • San Diego, CA 92121.. (858)536-8700. Fax (858)536-8777 J:\General Construction\Current Jobs\15-076 AP Make Up Air Design\2 - Design & Engineering\1 - Drawings\2 - PDFs\20 16-04-04 Plan Check Resubmittal\Other Comments and Forms\Response Letter.docx Laura Stuppy-Moore * From: Laura Stuppy-Moore Sent: Friday, May 06, 2016 2:18 PM To: 'Jasmine Janecek';jpreston@apexmech.com Cc: ddraper@apexmech.com; Judy Kuo Subject: RE: CB 15-3731: Slip Sheets / Air Products Project Jasmine/Jason, Per John LeVey we are sending back the Owner Ill set to Esgil on Monday and he will review the new T-3 sheet that is already at Esgil. Thanks, Laura From: Jasmine Janecek [mailto:JJa necek@esgil.com] Sent: Friday, May 06, 2016 12:20 PM To: jpreston@apexmech.com Cc: ddraper@apexmech.com; Laura Stuppy-Moore; Judy Kuo Subject: FW: CB 15-3731: Slip Sheets / Air Products Project Hi Jason, We received the T-3 sheets however, when they were dropped off, we did not know that they needed to be slipped into something that was already in line to be reviewed. Because of this, the original Set Ill submittal was approved this morning before we had a chance to add/slip-in the new T-3 sheets. Do these new T-3 sheets still need to be reviewed/perforated? If so, then we will need to treat this as a revision. Thanks, Ja4,Jaec24C, Office Manager EsGil Corporation maiI()esgiI.com • www.esgil.com In Partnership with government for Bui(&ng Safety 9320 Chesapeake Dr. #208 San Diego, CA 92123 (858) 560-1468 • (800) 983-7445 www.esciil.com iianecekesaiI.com From: Judy Kuo Sent: Friday, May 06, 2016 12:13 PM To: Jasmine Janecek Subject: FW: CB 15-3731: Slip Sheets / Air Products Project 1 From: Jason Preston 1mailto:JprestonaDexmech.com] Sent: Friday, May 06, 2016 11:42 AM To: Judy Kuo Cc: David Draper ) Subject: CB 15-3731: Slip Sheets / Air Products Project Good Day Judy, I spoke with Lori at the City Of Carlsbad Building Dept. and she said they would be calling or sending an email for the OK of the slip sheet. If you can let us know when you get it would be appreciated. Or if you haven't received it in the next hour or two please let us know as well. Thank you for your assistance. Regards, Jason Preston !J' ,#iL. Apex Mechanical Systems, Inc. 7440 Trade Street, Suite A San Diego, CA 92121 Cell (619) 921-8298 Office (858) 536-8700 Fax (858) 536-8777 jPreston apexmech.com Spam PhishfFraud Not Tam Forget previous vote 2 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Print Date: 02/21/2017 Permit Permit No: PCR 16082 www.carlsbadca.gov Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: 1969 Palomar Oaks Wy BLDG-Migrated Work Class: BLDG-Migrated Status: 2130922000 Lot U: Applied: $0.00 Reference U: Issued: Construction Type: Finaled: Bathrooms: Inspector: Orig. Plan Check U: Plan Check U: - PCR - AIR PRODUCTS ADDEDNEW T-3 SHEET Closed - Finaled 05/06/2016 06/14/2016 L Total Fees: Total Payments To Date: Balance Due: 10 ) J CC*ItY of Carlsbad PLAN CHECK REVISION APPLICATION B-15 Develooment Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. .1 (o 0 '$ Original Plan Check No. (5 373 I Project Address osmr A-5 CL2LJ Date /i o Contact ScoI-- c 30&) Ph -u Fax Email Contact Address City Zip General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: Plans Calculations Soils Energy fl Other 2. Describe revisions in detail - 3. List page(s) where each revision is shown . 4. List revised sheets that replace existing sheets So p p 1src'kw( T T Does this revision, in any way, alter the exterior of the project? fl Yes LI No Does this revision add ANY new floor area(s)? LI Yes LI No Does this revision affect any fire related issues? E Yes LI No Is this a complete set? fl Yes LI No Signature 1635 Faraday Avenue, Carlsbad, CA 92008 t: 760-602- 2719 E: 760-602-8558 Email: buHding@carlsbadca.gov www.carlsbadcagov Final Inspection required by Plan CM&l J Fire U SW UISsUED UCV. Approved Date By BUILDING W/rQrflid PLANNING ENGINEERING / -. -• FIRE Expedite? V N DIGITAL FILES Required? V N - HazMat APCD Health Forms/Fees Sent Recd Due? By Encina V N Fire V N Hazl-lealthAPCD V N PE&M V N School V N Sewer V N Stormwater V N Special Inspection 2 Z (L V N LandUse: CFD: V N Deflsity. ImpArea: FY: Annex: Factor: PFF: V N Comments Date Date Date Date Building Planning II z 3/ Engineering Fire Need' I c +rryiS4 cAone El Done None 13 Done O(3U(5 To E51) R, - •2\ S iC 3.Z.I_LO ~Ca VriJ . & 1:. 55 I 3 +0 P CLKLC\U > Q49) CQX4 oLuc1cJL\ 'U4D Qfl3Q\ xr __ i T-3 D .•i d L Ii 'T FiO se-13t' c2ffra)eo -r' '-t-i-€T-3 Per Y0 L. -J j b ft \eLoQ- —ç- ae-i- P (-7 (Q/LJftQ \jr