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Home My WebLink About2048 AVENUE OF THE TREES; ; CB131109; Permit07-05-2013 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 FaractMv Carlsbaa,.qA 92008 Residential Permit Permit No: CB131109 Building Inspection Request Line (760) 602-2725 2048 AVENUE OF THE TREES CBAD RESDNTL Sub Type: RAD 1562900900 Lot #: 0 $59,278.00 Constuction Type: 58 0 0 Reference #: Structure Type: Bathrooms: 0 Orig PC#: HAVERKAMP RES-ADD 424 SF STORAGE IN EXISTING BASEMENT AREA Status: ISSUED Applied: 05/01/2013 Entered By: RMA Plan Approved: 07/05/2013 Issued: 07/05/2013 Inspect Area: Plan Check #: Applicant: Owner: ' HAVERKAMP ROBERT&KATHLEEN LIVING TRUST 10-05-04 HAVERKAMP ROBERT&KATHLEEN LIVING TRUST 10-05-04 2048 AVENUE OF THE TREES CARLSBAD CA 92008 760 729-2748 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Green Bldg Stands Plan Chk Fee Total Fees: $908.28 Inspector: 2048 AVENUE OF THE TREES CARLSBAD CA 92008 $499.62 Meter Size $0.00 Add'l Reel. Water Con. Fee $349.73 Meter Fee $0.00 SDCWAFee $0.00 CFD Payoff Fee $5.93 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $0.00 Housing lnLieu Fee $0.00 Housing Credit Fee Master Drainage Fee $0.00 Sewer Fee $0.00 Additional Fees $1.00 Fire Sprinkler Fees $0.00 TOTAL PERMIT FEES Total Payments to Date: $908.28 Balance Due: FINAL APPROVAL Date: 12--23 -/b Clearance: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $52.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $908.28 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any f i f hi h h v r vi I N I E · il r hi r hi f li · i n h City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 07-05-2013 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW130167 Job Address: Permit Type: Parcel No: Reference #: CB#: Project Title: 2048 AVENUE OF THE TREES CBAD SWPPP 1562900900 Lot#: CB131109 HAVERCAMP BASEMENT STORAGE RM 30 Applicant: Owner: Status: Applied: Entered By: Issued: Inspect Area: Tier: Priority: ISSUED 05/01/2013 RMA 07/05/2013 1 L HAVERKAMP ROBERT&KATHLEEN LIVING TRUST 10-05-04 HAVERKAMP ROBERT&KATHLEEN LIVING TRUST 10-05-04 2048 AVENUE OF THE TREES CARLSBAD CA 92008 Emergency Contact: ROBERT HAVERKAMP 760 672-2748 SWPPP Plan Check SWPPP Inspections Additional Fees TOTAL PERMIT FEES Total Fees: $103.00 2048 AVENUE OF THE TREES CARLSBAD CA 92008 $47.00 $56.00 $0.00 $103.00 Total Payments To Date: $103.00 Balance Due: FINAL APPROVAL $0.00 \ frnE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING D ENGINEERING 0BUILDING OFIRE 0HEALTH D HAZMAT/APCD «~~" Building Permit AppDcation Plan Check No. ('fR /2. I I 1> q 1635 Faraday Ave., Car1sbad, CA 92008 Est. Value \C! -ziP' r ~ CITY OF Ph: 76~02-2719 Fax: 76~02-8558 Plan Ck. DeiMJSit v ]l{O, 7? CARLSBAD email: building@car1sbadca.gov !Lb www.carlllbadca.gov Date fi_f I/ I~-ISWPPP JOB ADDRESS rN 156 -2048 Avenue of the Trees N/A -290 -09 -00 CI!PROJE<.;I I 'LOTI I~' I' OF UNilS r !OtUtruUMS ltoATHt<OUM:> ,-·--·-IWN:ill<. IYPt I OCC.liRUUP DESCRIPTION OF WORK: Include Squnt Feet of Atl'lloW Alea(a) Storage room addition (approx 450 sq ft). ~ EXI5nNGUSE PATIOS (SF) FIREPLACE Crawlspace I PROPOSED USE Storage Room !GARAGE (SF) N/A NIA IDECKS(SF) NIA YESO I riR CONDITIONING 1 FIRE SPRINKLERS NO[Z) vESONoiZI vESONoiZI APPUCANT NAME (Primary Contaot) Robert Haverkamp APPUCANTNAME (Secondary Contact) ADDRESS ADDRESS 2048 Avenue of the Trees CITY STATE ZIP CITY STATE ZIP Carlsbad CA 92008 PHONE I FAX PHONE I FAX 760-129-27 48 760-434-5596 EMAIL EMAIL PROPERlY OWNER NAME Robert Haverkamp CONTRACTOR BUS. NAME ADDRESS ADDRESS 2048 Avenue of the Trees CITY STATE ZIP CITY STATE ZIP Carlsbad CA 92008 PHONE I FAX PHONE !FAX 760-729-2748 760-434-5596 EMAIL EMAIL imbobh@roadrunner.com ARCH/DESIGNER NAME & ADDRESS rTATELIC.f STATEUC.t rlASS .I CITY BUS. LIC.t (Sec. 7031.5 Busmess and Professions Code: Any C1ty or County whiCh reqUires a permit to construct. alter. Improve. demolish or repa1r any structure. pnor to Its ISSuance. also reqUires the applicant for such permit to file a si!D'led statement ttl at he is licensed pursuant to the provisions of the Contractor"s Ucense 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 applicantfor a permit subjects the applicant to a civil penalty of not more than fiVe hundred dollars {$500]). WORI<ERS' COMPENSATION Wcrters' Compensation Dedlralion: I hereby affirm under penalty of perjury one of the frJIIowlng declaraOons: B I have and wiH mainlllin a certllicate of consent to self· insure for workers' ~ion as provided by Sectial 3700 of the labor Code, t:lr the performance of the work for which this permit is issued. I have and will mainlllin workers' ~. as I'ElQI.ired by Seclial 3700 of the Labor Code. tlr the perfoonance of the work for which this Pflffll~ is issued. My workers' compensatial insurance callier and policy number are: Insurance Co. Policy No. Expiration Date _______ _ J,!!i§. section need na be ~ed if the permit is t:lr one hl.001ld dollars ($1 00) or less. U Certllicale of Exempllon: I certify that in the performance of the work for which tt'is penntt is issued, I shaiii'Ki erll)loy 8lT'f person in 8lT'f manner so as to become subjllcl to the Workers' Canpensation Laws of California WARNING: FaiUit to sean workers' allllpllnsatlon coverage is unlawful, and shaH subject an employer to aimlnal penalties and civil lines up to one tarndred thousand dollan (& 100,00Dt, in addition to the cost of compensallon. damllges as provided for in Section 3706 of the labor code. interest and attorney's fees. ,15 CONTRACTOR SIGNATURE 0AGEHT DATE OWNER-BUILDER DECLARATION I hereby affirm that I am exertlfX from Cootract«'s license Law for the following reason: 0 I, as owner of the prqsty or my~ wfth wages as their sole canpensation, will do the work and the stn.dl.fe is not int!¥1ded or offered for sae (Sec. 7044. Business and Professions Code: The Contractor's License law does net SRJ1Y to an owner of prqsty who builds or improves thereon, and who does such work hirnsaf or through his CNin Employees, provided that such improvements are not intended or offered for sale. If, however, the bl.ildng or fl\:lrOIEJilent is sold within one year of ~on. the CNiner..blJlder Will have the burden of proong that he~ not buld or improle t:lr the purpose of sale). lZ1 0 I, as CNiner of the prql911y, 1111 exclusively contracting with licensed contractors to construct the p~ (Sec. 7044, Business and Professions Code: The Contractor's license Law does not awtY to an CNiner of prql911y who builds or inprcwes thereon, and contracts for such projects wtth contractor(s) licensed pursuant to the Contractor's Ucense law). I am exernp under Section Business and Professions Code for this reason: 1. I persorally plan to provide the major lltlor and materials for constn.dion ofthe prq>OSed prql911y inllfCMlO'lEllll [Jv es l:Z}o 2. I (have I have not) signed an !fRllicalion for a buildng penntt for the proposed work. 3. I have contracted with the following person (firm) to prwide the proposed construction (include name address I phone I contractors' license number): \ DATE 4. I plan to pr<Jiide pations of the work, bull have tired the foiiCNiing person to coorcfll!ie. S\4)91Vise and provide the major work (incii.Kie name I address I ~ 1 contractors' license number): 5. I will provide some of the work, bull have contracted (hired) the foi1CNiing persons to prOOd9 the work indicated (incii.Kie name 1 address I phone 1 type of work): ~PERTV OWNER SIGNATURE '1 COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the~ a fliUie blildng ~ recpred to Slbnit a business p!M, !Wety ha'ml:loos malerials regislniion fom1 or risk managemert lnl ~6Yfllfiln ~O!J!IIl under Sections 25505, 25633 a 25534 of the Presley-Tamer HSZII"dlus &tlstance Account AI:!? Cl Yes Cl No Is the~ a fuiUie blild~ occ~ recpred to !Uain a perm~ from the lir pafliion control dslrict a air !pllity rnanagsnenl dslrict? Cl Yes Cl No Is the facility tobecoostructedwithin 1,CXXl feel of the outer boundery of a school~? Cl Yes Cl No F NfY OF TIE ANSWERS ARE YES, A FINAL CER11FICATE OF OCCUPANCY IIAY NOT BE ISSUED UNLESS THE APPUCAHT HAS IIET OR IS IIEETIHG THE REQUIREIIENTS OF THE OFFICE OF EIIERGENCY SERVICES AND THE AIR POLLUllOH CONTROL DISTRICT. I C8lltt tllllll 11M ftllldtlleappllaallon and slllllllhlltthe abcM IIDnlllon lsQimiCtand lblltthe llfamllllllonlhe!lllnlsacallla.l &e8eiDCOiqllyMihal CIJOidllaasand Stille MllllallngiD bulldlngClOIISbudlon. I hereby lllllhcrize ~ rllheCiy rl Catsblld kl trier~ the llbc:M! rnenlilned prqMIIty fa' inspec:li:Jn fliiiiOSilS. I ALro AGREE TO SAVE, IM:lB.NFY AND KEEP HARa.t.ESS THE CITY OF CARLSBAD AGAINST All UABU1lES, .wGMENTS, COSTS AN> EXPENSES WitCH MAY IN mf WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF lHE GRANTING OF 1HIS PERt.fT. OSHA: An OSHA paml is~ b'eavalions01f15'0' deep anddemallkln ac:onsN:tion rlstuckns Olfl3 sbies il 11e9t EXPIRATION: Every pennil issued by the aiklirv Olli:ial shal eqlie by lmilllllion and become 1111 and veil I l1e buililg is notconvne~IC:ed Wlhi1 180 days tan the dale rl such pennil a is suspenied a llllandoned lll:qtine IA1r the liDk is convne~IC8d fa' 106.4.4 Unifam Buildilg Code~ Ar APPUCANT'S SIGNAnJRE DATE RECORD COPY Inspection History: 10/16/2014: 11-BLDG-Ftg/Foundation/Piers Approval Completed By PB; 07/22/2015: 11-BLDG-Ftg/Foundation/Piers Approval Completed By PD; 03/02/2015: 12-BLDG-Steei/Bond Beam Partial Approval Completed By PB; 07/15/2015: 12-BLDG-Steei/Bond Beam Partial Approval Completed By PY; 05/19/2015: 14-BLDG-Frame/Steei/Bolting/Welding Partial Approval Completed By PB; 07/25/2014: 21-BLDG-Underground/Under Floor Approval Completed By PB; 03/10/2015: 21-BLDG-Underground/Under Floor Approval Completed By PB; 07/25/2014: 23-BLDG-Gas/Test/Repairs Approval Completed By PB ; 08/14/2015: 24-BLDG-Rough/Topout Cancellation Completed By PB ; 08/18/2015: 24-BLDG-Rough/Topout Not Ready For lnsp Completed By PB; 08/19/2015: 24-BLDG-Rough/Topout Partial Approval Completed By PB; 08/14/2015: 34-BLDG-Rough Electric Cancellation Completed By PB; 08/18/2015: 34-BLDG-Rough Electric Not Ready For lnsp Completed By PB; 08/19/2015: 34-BLDG-Rough Electric Partial Approval Completed By PB; 04/26/2016: 84-BLDG-Rough Combo Partial Approval Completed By PB; 05/23/2016: 84-BLDG-Rough Combo Cancellation Completed By PB; 05/24/2016: 84-BLDG-Rough Combo Cancellation Completed By PB; 04/25/2016: 89-BLDG-Final Combo Not Ready For lnsp Completed By PB PERMIT INSPECTION HISTORY REPORT (CB131109) BLDG-Residential 05/01/2013Application Date:Permit Type:Owner:TRUST HAVERKAMP ROBERT & KATHLEEN LIVING TRUST 10-05-04 Subdivision:Addition 07/05/2013Work Class:Issue Date: 2048 Avenue Of The Trees Carlsbad, CA 92008 Address:04/24/2017Expiration Date:Status: IVR Number: 694054 Closed - Finaled Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection CompleteActual Start Date 12/23/2016 12/23/2016 BLDG-Final Inspection 006946-2016 Passed Paul Burnette Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes December 23, 2016 Page 1 of 1 204C0 A\fENU6 OF 7Jic -rRGe:S tf:? 2~ sS NSI 420 Compass Road • Oceamilde •CA • 92054 Office (760) 277-0404 • Fax:(760 453-2144 NARBETH -STRUCTURAL INSPECTION JOB NO. ·. Authorized lil. ACt ~ ICBO INSPEC~ ARRIVAL a'ill OETAIL.ED TION ~ llME \!!' REPORT OF DATE DEPARTURE WORK llME INSPECTED .· • 0 REINFORCED _CONCRETE . 0 PRE-STRESSED CONCRETE Q REINFORCED MASONRY 0 STRUCT. STEB..ASSEMBLY 0 SPF~Y-APPU EPROOFING 0 "REINFOROED GYPSUM . ~11-iER d~..... @ 0 DEEP FOUNDATION LAB. RECEMNG & TESTING CONSTR. r-i~T'L SAMPLES LOCAllDN OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTeD, JOB. PROBLEMS, I'ROGRESS, REMARKS, ETC. @ INCLUDES INFORMAllON ABOUT-AMOUNTS OF MATERIAL PLACED OR WORK PREFORMED, NUMBER, lYPE & IDENT, NO'S OF TEST SAMPLES TAKEN, STRUCT, CONNECTIONS (WELDS MADE, H. T. BOLTS TORQUED) CHECKI~. ETC. THIS REPORT DOES NOT RELIEVE THII!FONTRACTOR OF HIS RESPONSIBILIT'i" TO BUILD .PER THE PLANS, SPECIFICJirlONS AND ALL APPL~CABLE CODES. ; TO THE BEST OF MY KN()WLEoGE,WORK INSPECTED WAS IN ACCORDANCE INSPECTOR (PAINT OR TYPE) Ai< .A:: .,«.{Attt fo'7,1 WITH THE SOJLINVESTlGATION RECOMMENDATIONS. THE APPROVED PLANS, ~..L.-., : SPECIACATIONS, AND APPUCABLE SECllONS OF THE U.B.C. BUILDING CODE, SIGNATURE -~ ~-· UNLESS OTHERWISE NOTED. DATE SIGN !/ _f CERTJACATE NO • ., f2'Zt:JJ'f"/ ,c G_ WHITE-NSI CANARY • Contractor • ,, .. · . WEt!3HMASTER d:ERTIF\GATE . THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. CY =Cubic Yard PY = Per Cubic Yard ' #,. SUPERIOR READY MIX,CONCRETE;L.P. SERVING SOUTHERN CALIFORNIA SINCE 1958 2022594 WITH LOCATIONS TO SERVE YOU , SHOWN ON REVERSE 111111111111111111111 ... 02tKI4250 Weighed at: 1508 W. MISSION RD, ESCONDIDO~ 92029 <760) 745-0556 18-Sep-15 COD R. HAUGRIKAMP 2048 AVE. OF'THE K-HOSP ! t'! Excessive water is detrimental to concrete performance. Gallons to full load----/Slump ___ _ Gallons to 3/4 load ____ /Slump ___ _ Gallons to 1/21oad ____ l&!!:fmp ___ .::.. Gallons to 1/4 load /Slump ___ _ Water added on job at customer's request. 0 Cash 52480 001 292178 JOB 1106 13'3 ROBERT HUBERS 35.00 C.O.D. AL FOR THIS TICKET "Customer acknowledges that the described material has been selected and ordered by Customer and that Superior has not reviewed any plans or specifications nor given any oral recommendations or assurances regarding the fitness qf the material for a specified purpose, unless Superior has provided such review, recommendations or assurances in a writing signed by an authorized representative of Superior. Superiop does not warrant that the materials supplied comply with SB 800. Concrete is porous. Some cracking, pop-outs, surface blemishes or color variations may occur for which Superior is not responsible. Water is added only at Customer's request Added water will increase water/cement ratios, decrease strength and may cause increased cracking and co.lor variations. Superior is not responsible for the addition of water or any other material to the concr,iite by the custome,r. Customer agrees to defend, indemnify and hold Superior ss, to the fullest extent of the law, from any liability or claims for damage relating to the ordered material being not suitable for its intended use or not suited for placemen upon the gr u · ~.soils or conditions where the materials are plac~d." ----------------------------------SH RL\ • RSI· SID! I OR II· R\IS \'\() < 0'\lll'l 10\S 01 S \1.1 IS \H. I\ I'RU \l '110'\', DELIVERY \ CONCRETE LOCATIONS N. SAN.'DIEGO COUNTY CALL: 760-7 45-0556 •ESCONDIDO •OCEANSIDE • FALLBROOK S. SAN DIEGO COUNTY CALL: 858-695-0666 • CARROLL CANYON • MISSION GORGE •OTAY MESA LAKESIDE CALL: 619-41.3-7510 . RAMONA CALL: 760-789-1180 SUPERIOR 'READY MIX· CONCRETE, L.P. CORPORATE HEADQUARTERS 1508 W, MISSION RD. • ESCONDIDO. CA 92029 PHONE: (760) 745-0556 • FAX: (760) 740-9557 WWW.SUPERIORRM.COM FOR ALL YOUR CONCRETE AND AGGRE(;ATE NEEDS: CONCRETE LOCATIONS (CONT.) RIVERSII)E COUNTY CALL: 951-658-1562 •CORONA • MURRIETA • HEMET COACHELLA VALLEY CALL: 760-343-3418 •1000 PALMS .. •INDIO •COACHELLA ELCENTRO CALL: 760-352-4341 AGGREGATE LOCATIONS SAN DIEGO COUNTY CALL: 76'0-7 45-0556 • SAN MARCOS • MISSION GORGE • ELCAJON • LAKESIDE COACHELLA VALLEY CALL: 760-343-3418 ELCENTRO CALL: 760-352-4341 TERMS AND CONDITIONS OF SALE I SAFETY PRECAUTIONS Y ~mr calls m~y be recorded for quality ~ssurance puryoses~ I. "CAUTION! Freshly mixed copc~ete Il]f;y-caus~.skin injury. Avoid contact with skin and wash exposedrsldn areas promptly with water. In case of contact with eyes, rinse with wa]er immediately <md repeatedly and seek medicalattention. Keep children away from concrete and other freshly mixed cement products:'., i , ' 'j' 2. Customer is responsible to.:pmvide:an ·ai-ea or container for the clean out of ~ixer truck chute. Any discharge to watercourses, street gutters or stormdrains is a violation-ofl\'aw~. --. ~.. '' .~ :f. . ~f 3. Customer ackitowledges ~~,Jiei. cted Supe!i:Or's driver to unload materials in a location specif~ed h,X Customer, and agrees to defend. indemnify and hold Superior hannless from any liabilty or claims for qamage tv property as a result of the ·movements of Superior's true!~: from the public street to and abou~ t,he'delivery location. · · ' 4. No refunds. All sales are final. .. ' '\ . v ~si . ,\ NARBETH -STRUCTUtfAUNSPECTION \ JOB NO. 420 Compass Road • Oceamilde • CA • 92054 Office (760) 277-0404 • Fax:(760 453-2144 ® Authorized ~CI jiliCBO ,l!-RBNFORCEDCONCRETE . 0 PRE-STRESSED CONCRETE Q RBNFORCED MASONRY 0 STRUCT. STEEL ASSEMBLY 0 SPF~Y-APPUED FIREPROOFING 0 "RBNFOROED GYPSUM . 0 OTHER @ Special Ins ector D DEEP FOUNDATION J (!) SOURCE OF MFGR: &. LAB. RECEMNG & TESTING CONSTR M;~T'L SAMPLES INSPEC~ ARRIVAL t.p. OETAIL.ED TION \!:1 TIME \!!' REPORT OF DATE DEPARlURE WORK TIME INSPECTED LOCATlON OF WORK 11\!SPECTEO, TEST SAMPLES TAKEN, WORK ReJECTED, JOB PROBLBIIS,I'ROGRESS, REMARKS, ETC. @ INCLUDES INFORMATION ABOUT-AMOUNTS OF MATERIAL PlACED OR WORK PREFORMED, NUMBER, TYPE & IDENT, NO'S OF TEST SAMPLES TAKEN, STRUCT. OONNECTIONS (WS.DS MADE, H.T. BOLTS TORQUED} CHECKI~. ETC. THIS REPORT DOES NOT RELIEVE THs-f'Pf.f~TOR OF HIS RESPONS.IBILrr;, TO BUILD . .PER THE PLANS, SPECIFIC4"ftdNS AND ALL AfPLJCABLE CODES. ; - \ r • TO lHE BEST OF MY KNOWLEDGE, WORK INSPECTED WAS IN ACCORDAN¢E I"~~~ ({ ' Willi njE SOILINVESTIGA110N RECOMMENDATIONS. THE APPROVED PLA~ ) \~' , ·· \ . SPECIACATIONS, AND APPUCABLE SECTIONS OF THE U.B.C. BUILDING COB~., SI~NA~E::_· --.:o~!:Z,~-~~~~-~::2==----.---- UNLESS OTHERWISE NOTED. 7'/ r CERTIFICATE ~0. Jjz,o .i" r;/ WHITE·NSI . PINK" Building Official • , NSI 420 Compass Road • Oceanl!iide eCA • 92054 Office (760) 277-4404 • Fax:(760 453-2144 NARBETH·STRU~TURAL INSPECTION IJOBNO. <D'IDATE;_ 7 /y ,f{"" Authorized 0 REINFORCED CONCRETE 0 srRUCT. STEaASSEMBLY bJ SPF~Y-APPUEO AREPflOOFING ~CI 0 ~ JCBO o 0 PRE-STRESSED CONCRETE 0 'REINFOROED GYPSUM . ,.g, on-:eR f?;,/')cJ K '-/ 0 • Special Inspector 0 REINFORCED MASONRY D DEEP FOUNDATION l OWNER OR PROJECT NAME' I I • . ') @ ARCHITECT ttA-V\;di.. .. A--"'f t~c? t; · • CONS1R MAT'., L(TYPE, GRADE, ETC.) liZ\_li~STRESENIG'!..._. t7)ISOURCEOF MFGR: .. @ ENGINEER/"A I": • \VI' ~·n \.!.11 8 '-'Jt:.5:Jlt-II'N&J;.JIJ~ J(JIJ(r DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGRo WELD-ROD, ETC.) ·~ ® GEN~ CONTRACTOR J p , u t;JtJelf.. o14JJ-• ~; s.o,.J o't' 'X P'· 0 + sk 0 9 ~ II.. ..... , 1 I 2 01 ~ CONTRo DOING ~EPORTIID WORK I LAB. RECEMNG & TESTING CONSTR. MAT'L SAMPLES ~g~ec@ ~':JVAL @ ~fp~~DOF DATE DEPARTURE WORK TIME INSPECTED LOCA110N OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK RJ;JECTED, JOB PROBLEMS,I'ROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT-AMOUNTS OF MATERIAL PLACED OR WORK PREFORMED, NUMBER, TYPE & IDENT, NO'S OF TEST SAMPLES TAKEN, STRUCT, CONNECTIONS (WELDS MADE, H.T. BOLTS TORQUED) CHECKI~. ETC. ,. " I I THIS REPORT DOES NOT REUEVE THE CONTRACTOR OF HIS RESPONSIBILrri' TO BUILD . PER THE PLANS, SPECIFICATIONS AND ALL APPL~CABLE CODES. ; .. \ ® ® ® @ @ $ @' """"'•<'<" ® @ TO THE BEST OF Mv KNOWLEDGE, WORK INSPECTED WAS IN ACCORDANCE INSPECTOR (PfllNT OR 'TYPE) JJ I J-idt. A-$ /J111"4X.ii II @ . WITH TJ-!E SOILINVESTlGATION ReCOMMENDATIONS. THE APPROVED PLANS, -...-1. ,-7kr.l-;i WHITE-NSI CANARY -Contractor . PINK • Building Official SPECIFICATIONS, AND APPUCABLE SECTIONS OF THE U.B.C. BUILDING CODE, SIGNATURE . ~ ..L:f;--' lA/" '-"' . L UNLESS OTHERWISE NOTED. •. DATE SIGNED 7 I <; t/ J CERTIFICATE .NO. :;1 J 2tJ 15/ L < ( ~/· \ • ·~; . • . ._. ~~ '>; "''· ~:-; • ,>,, · .. ~;. ' THIS IS TO CE:~~~~~h~~~=w~~~::::i~~T:ammodity wasjt•SUPERIOR READY MIX::co1Q-cRETE, L.P. weighed, measured, or counted by a weighmaster, whose signature SERVING SOUTHERN CALIFORNIA SINCE 1958 1919557 is on thi! certificate, who is a recognized authority of accuracy, as 1AlfTH LOG'" -r/ONS -ro SERV:E Y:OU prescnbed by Chapter 7 ( commenc1ng w1th sect1on 12700) of v v • 1 ' 1'1 1 • 1 ' Division 5 of the California Business and Professions Code, SHO'AIN ON REVERSE administered by the Division of Measurement Standards of the VV• California Department of Food and Agriculture. 1111111111111111111111 CY = Cubic Yard PY =Per Cubic Yard Weighed at: 1508 W. MISSION R~ ESCONDIDO, 92029 (760) 745·0556 23-.Jul-15 COD 001 .JOB 1106 D Cash D Check No.-----~~~~-Piflll!8illl!.l~~-----------~-------j D Credit C.O.D. Excessive water l.s detri~concrete performance. . . ...::;; ..At: •. ·- Gallons to full load ~lump ~--- Gallons to 3/4 load \, ) /Slump ___ _ 122L 53 Gallons to 1/2 load /Slump ---- Gallons ,to 1/4 load /Slump ___ _ Water added on job at customer's request. .· "Customer acknowledges that the described material has been selected and ordered by Customer and that Superior has not reviewed any plans or specifications nor given any oral recommendations or assurances regarding the fitness of the material fo! a specified purpose, unless Superior has provided such review, recomriiimdauoris ofasSilranees.iu.!l. w,riting signed by an authori:;o:ed representative of Superior. Superior does not warrant that the materials supplied comply with SB 800. Concrete is porous. Some cracking, pop-outs, surface blemishes ,or color variations may occur for which Superior is not responsible. Water is adde4 only at Customer'sreques( Added water will increase water/cement ratios, decrease strength and may cause increased cracking and color variations. Superior is not responsible for the addition of water or any other material to the concrete by the customer. Customer agrees to defend, indemnify and hol~erior harmless, to the fullest extent of the law, from any liability or claims for damage relating to the ordered material being not suitable for its intended use or not suited for placemeht up~n the ground soils or conditions where the materials are placed." ' . . · Sl·l Rl.\ I I{SI. Sllll· I OR II I{ \IS \ '\D ( O"DIIIO'\S OJ S \I I IS \1 I. I\ I'IU.( \l IIO"'S Rec~ived in good condition by: DEUVERY SUPERIOR READY MIX 'CONCRETE, L.P. CORPORATE IJEADQUARTERS 1508 W. MISSION RD. • ESCONDIDO, CA 92029 PHONE: (760) 745-0556 • FAX: (760) 740-9557 WWW.SUPERIORRM.COM FOR ALL YOUR CONCRETE AND AGGREGATE NEEDS: TERMS AND CONDITIONS OF SALE I SAFETY PRECAUTIONS Your c.all~ may be recorded for qua1ity assurance purposes. 1. "CAUTION! Freshly mixed concrete may cause skin injury. A void contact with skin and wash exposed skin areas promptly with water~ In case of contact with eyes, rinse with .water immediately and repeatedly and seek medical. attention. Keep children away from concrete· and other freshly mixed cement products." 2. Customer is responsible to provide an area or container for the clean out of mixer truck chute. Any discharge to watercourses, street I gutters or stormdrains isJt viol~uor rVff" '! .. , ·;' 3. Customer acknOwledges that he haslillstructed Superior's driver to unload materials in a location specified by Customer, and agrees to defend. indemnify and hold Superior harplless from any liabilty or claims for damage to property as a result of the movements of Superior's truck from the public street to and about the delivery location. ' 4. No refunds. All sales are final. ,_ FIELD DATA ON TEST SPECIMENS ---ASTM C31, C138, C143, C172, C173, C231, C1064 --- CONCRETE: X MORTAR: SHOTCRETE: CORES: GUNITE: ADDRESS: 2048 AVENUE OF THE TREES JOB NAME: HAVERKAMP RESIDENCE ARCHITECT: CONTRACTOR:ROBERTHAVERKAMP JOB#: PERMIT #: CB 13-1109 ENGINEER: SUB: DATE: 09/21/2015 ISSUED BY: CARLSBAD LOCATION IN STRUCTURE: CONCRETE WALLS@ STAIR AREA TRACT: PHASE: LOT#: CONCRETE SUPPLIER: SUPERIOR ROY MX PLANT: TYPE OF CEMENT: ADMIXTURE: SLUMP: 5.00 in. CONCRETE TEMP: 80 F WATER ADDED: 0 gal. MIX#: 868P TICKET #: 287939 AIR TEMP: 82 F TIME CAST: 00:00 MIXING TIME: 76 min. DATE CAST: 07/23/2015 RECEIVED AT LAB: 09/10/2015 SPECIMENS MADE BY: NICK NARBETH SPECIFIED PSI @ 28 Days: 4000 LAB#: 61616 CLIENT: NARBETH STRUCTURAL INSP. TESTING INFORMATION: SAMPLE IDENTIFICATION: 726725 726726 726727 AGE DAYS: 28+ 28+ 28+ DATE TEST: 09/11/2015 09/11/2015 09111/2015 SIZE (in.): Height X Diameter 8.000 X 4.007 8.000 X 4.008 8.000 X 4.005 AREA (in.A2): 12.61 12.62 12.60 CRUSH LOAD (lbs.): 81846 80311 81476 COMPRESSIVE STRENGTH (psi.): 6490 6360 6470 HEIGHT -DIAMETER RATIO: CORRECTION FACTOR: CORRECTED STRENGTH (psi.): BREAK TYPE: IV II Ill C.T.M. USED: Forney96 Forney96 Forney96 REMARKS:(OVER28DAYS) ASTM C39, C174, C192, C470, C617, C42 COMPLIES: X DOES NOT COMPLY: FOR INFORMATION: THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND TESTING, INC. SAMPLES CAST BY OTHERS: NOTICE:These test results are from samples cast by inspectors or technicians not employed by our firm. They were either delivered to our laboratory or picked up by our driver. We will accept no responsibility for the inspection made on the jobsite by the inspector, furthermore we do not take responsibility for any information on this report other than the strength as tested and reported. RESPECTFULLY SUBMITTED SOUTHWEST INSPECTION AND TESTING ASTM C39 BREAKS: I=CONE -II=CONE AND SPLIT -III=COLUMNAR -IV=SHEAR -V=SIDE FRACTURES -VI=POINTED -\)c "f• ",,_,_ ..... · ~. f --' .. '~,.. v ' t.IEIGHJAsTER·c~~~cAT~ ' , '*SUPERIOR READY MIX CON~, RiTI}·~.P. THIS IS TO CERTIFY lhat.the followin~a)crioed commodi\' was ,) '.t ~ wetghed, measured, or cou'l.'!'d by a weighmaster, whose signtture , , SERVING SOUTHERN C'Jtt..JFORNIA CE 1.958 . is on~,certificate, who 1s a recog111.zed authonty 9f accuracy, as . WITH LOCATIONS TO SERVE YOU ' ' prase .bcX ChaR,\!Jf 7 ( comme~c1ng w1th sect1on 12700) o! ~ I D1v1si. 5 \!!jllthe ~. lilllrma Bu~ss and Profess1ons Cal*f, SHOWN ON REVERS~i.;;; . admm$tered b)". the Di'.\islon of Measurement Standards of ;the ' ···California Depallllnent of Food and Agriculture. _ \ fl" •• <:".--- CY =Cubic Yard PY =Per Cubic Yard ·~· ·' 1873289' IIBI~ ~. Weighedat: 3227 OCEAHSIDE BLVD. OCEAHSIDE, 92854 (760) 745-0556 17-Jul-15 COD 30511 002 130538 R. HAUGRlKAMP ' JOB 2048 AVE. OF TH£ TREES• CARLSBAI) 2848 A "'E.. OF THE TREES 11116 G3 X-HOSP ttt!lt!)tt!!ttnt CC OK PER LOUELLA 130511 ~ HAL GU;t:NH C.O.D. 589.33 0 Cash 0 Check No. ____ jl!i11,"-'111!111l11Bii!IIIIIBI.----------~-----~ Gallons to full load ___.,. ___ /Slump --+--- Gall.ons to 3/4 load /Slump ---'---0 Credit Gallons to t/2 load /Slump -+---Driver Comments Gallons to 1/41oad /Slump ---- Water added on job aticustomer's r~uest: Authorized "Customer acknowledges that the. described material has been ~elected and ordered by Customer and that Superior has not reviewed any plans or specifications nor given any oral recommendations or assurances regarding the fitness of the material for a specified purpose, unless Superior has provided such review, recommendations or assurances in a writing signed · by an authorized representative 0f Superior. Superior does not warrant that the materials suppfie'o comply with SB 800. Concrete is porous. Some cracking, pop-outs, ~ace blemishes or.·t0lor variations may occur for which Superior is not responsible. Water is added only at Customer's request. Added water will increase water/cement ratios, decr6ase strength and may c~use increased cracking and color variations. Superior is not responsible for the addition of water or any other material to the concrete by the customer. Customer agrees to defend, indemnify m;td hold Superior harmless, to the fullest extent of the law, from any liability or claims for damage relating to the ordered material being not suitable for its intended use or not .. , suited fru; placetnent upon the pround soils or conditions where the materials are placed." Sl L IU \I· I<SI· SIDL I 01< II I<\ IS \'\ll ( 0'\DJ 110\S 01· S \I I I .S \H. I\ PHIl \I 110'\S Received in good condition by: DELIVERY ,, ..... ·~-·-·-;-; ~ -;-i-r:~~---:~-.~.,~~~-1+'~""~"~~~~.:,.;:..~~.~ --,..,...... ... ~.-~~--~----·-~: .. ~.t .. ~-':'-::,.!"·~~~-~~,~·~1';:-;__:.._ ~-~~.__.,-~·"':'"""·.~.,...~~ .. -. -. CONCRETE LOCATIONS N. SAN DIEGO COUNTY CALL: 760-7 45-0556 • ESCONDIDO •OCEANSIDE •FALLBROOK S. SAN DIEGO COUNTY CALL: 858-695-0666 • CARROLL CANYON • MISSION GORGE •OTAY MESA LAKESIDE CALL: 619-443-7510 RAMONA CALL: 760-789-1180 SUPERIOR READY MIX ·COI'fCRETE~ L.P. CORPORATE HEADQUARTERS 1508 W. MISSION RD. • ESCONDIDO, CA 92029 PHONE: (760) 745-0556 • FAX: (760) 740-9557 WWW.SUPERIORRM.COM FOR ALL YOUR CONCRETE AND AGGREGATE NEEDS: CONCRETE LOCATIONS (CONT.) RIVERSIDE COUNTY CALL: 951-658-1562 •CORONA • MURRIETA • HEMET COACHELLA VALLEY CALL: 760-343-3418 •1000 PALMS •INDIO •COACHELLA ELCENTRO CALL: 760-352-4341 AGGREGATE LOCATIONS SAN DIEGO COUNTY CALL: 760-7 45-0556 •SAN MARCOS ~ MISSION GORGE • ELCAJON • LAKESIDE COACHELLA VALLEY CALL: 760-343-3418 ELCENTRO CALL: 760-352-4341 TERMS AND CONDITIONS OF SALE I SAFETY PRECAUTIONS . Your calls may be recorded for quality assurance purposes .. 1. "CAUTION! Freshly mix,edco}lcrete may cause skin injury. Avoid contact with skin and .wash exposed skin areas promptly with water. In case of contact with eyes, rinse with water immediately and repeatedly and seek medical.attention. Keep children away from concrete and other freshly mixed cement products." 2. Customer is responsible to provide an area or container for the clean out of mixer truck chute. Ariy di~charge to watercourses, street gutters or storm<ifains is .a viola,tlon of la\V., '.. ··,;, < • •• < •I :J' • .>\ 3. Customer aCknowledges tha{be'has instructed Superior's driver to unload materials.in a location specified by Customer, and agrees to defend, indemnify and hold Superior haithless frot;n any liabilty or' claiins· for damage to property as a result of the movements of Superior's truck from the public street to and about the delivery location. 4. No refunds. All sales are final. Customer Signature-----------..,.--------- ;. ,,.;;:;· .~ :~. _·"" .. ~ .. ~ :\~.~-; . ~~~;::., .. "~.~ ~ : ' WEIGHMASTE'1.,-G!'~TIFICATE /SUPERIOR MADY MIX CONCREToE;l.Jil~ /TO <;:ERTIFY that the following described commodity was ' •, )c:j, measured, or counted by a weighmaster, whose signature SERVING SOUHlEf!il'f-DALIFORNIA SINCE 1958 /f'is certificate, whO is,a recognized authority of accuracy, as ' IA/1-;jH LOC'''" . ..,.,."NS 7i0 sc:::Rv:£ vou I ribed by Chapter 7 (comm'!n!<ing with section· 12700) of · vvr f 1 ,.., nv. c::. . r' lsion 5 of the CaUfornia BrilneS. and Professil)ns Code, SHO,.'N ON REV:ERSE dministered by the Division of Measurement Standards ·of the vv, · Ca~.!,o.rnia. Department of Food and Agrtculture. . .,,, ... «•• 1 OY =Cubic Yard ·<. ~ 1873,284 -·-··-1 PY =Per Cubic Yard . O'l!SI58:l83 ! ;Weighedat: 3227 OCEANSIDE BLVD, OCEAHSl!JE. 92854 <:76tn 745-esse. -Jul-15 COD 30511 002 130533 R~ HAUGRUtAJtP JOB 2048 AVE~ OF THE' TREES, CARLSBAI) 2848 AVJ::. OF THE :rREES 11116 G3 X-HOSP HS!!Ut!tt!HJ!l HAL GUINN 1165.10 Gallons to 1/41oad ___ _ Wate!added on.j~bat :::_c'ust•omler acknowledges that the materi;ll has been and ordered by Customer . .arid that Superior has not reviewed any plans· tl1' specifications nor given any oral ~ommendation,s or assurances the fitness of the material for a specified purpose, unless Superior has providtji:I such review, reconimendations or assurances in a writing signed by an authorized representative of Superior. Superior does not warrant that the Irtaterials supplied comply wi,th SB 800. Concrete is porous. Soine crackirig, pop-outs, surface_ blemishes or cqlor v~atiOns may oc.cur f~r which S~pe_rior is not r~sp?n~ible. Wat~r is ad~ed onl~ _at Customer's re9uest. ,~dded. water will increase water/cement ·ratios; decrease strength and may cau~e mcre,ased:crackmg and color·vanatlons. Supenor IS not responsible fot1'11e addition of water or any othe,r matenal to the concrete by the customer. Customer agrees to defend, · inde~ify and. ~ld · uperior harmless, to the fullest extent of the law, from any liability or claims for damage relating to the ordered material being not suitable for its intended use or not 'Suited rnr place upon the· ground soils, or conditioas where the materials are placed." .. · . \ --- SI L Rl \I· RSI SID I I 01{ II· I{\ IS \'\D < 0'\DIIIO'\S 01 s \U 1 SUI I\ PRI { \l 110'\S DELIVERY c CONCRETE LOCATIONS N. SAN DIEGO COUNTY CALL: 760-7 45-0556 •ESCONDIDO •OCEANSIDE • FALLBROOK S. SAN DIEGO COUNTY CALL: 858-695-0666 • CARROLL CANYON • MISSION GORGE •OTAYMESA LAKESIDE CALL: 619-443-7510 RAMONA CALL: 760-789-1180 SUPERIOR READY MIX CONCRETE, L.P. CORPORATE HEADQUARTERS 1508 W. MISSION R\). • ESCONDIDO, CA 920~9 PHONE: (760) 745-0556 • FAX: (760) 740-9557'- WWW.SUPERIORRM.COM FOR ALL YOUR CONCRETE AND AGGREGATE NEEDS: CONCRETE LOCATIONS (CONT.) AGGREGATE LOCATIONS RIVERSIDE COUNTY SAN DIEGO COUNTY CALL: 951-658-1562 CALL: 760-7 45-0556 •CORONA •SAN MARCOS • MURRIETA • MISSION GORGE • HEMET • ELCAJON • LAKESIDE COACHELLA VALLEY CALL: 760-343-3418 COACHELLA VALLEY •1000 PALMS CALL: 760-343-3418 •INDIO •COACHELLA ELCENTRO CALL: 760-352-4341 ELCENTRO CALL: 760-35?-4341 ,,,!If'~--;;:"' '· TERMS AND CONDITIONS ot SALE I SAFETY PRECAUTIONS Your calls may be recorded for quality assurance purposes. 1. "CAUTION! Freshly mixed concrete may cause skin injury. Avoid contact with skin and wash exposed skin areas promptly with water. In case of contact with eyes, rinse_ with water immediately and repeatedly and seek medical attention. Keep children away from concrete and other freshly mixed cement products." '\ I 2. Customer is responsible to provide an area or container for the clean out of mixer truck chute. Any discharge to watercourses, street gutters or stonndr~s,j~,,~,viQlfitiQ.f.I, oflaw. ·~iff' "·,,{', ·.: \ :• :;::· :J·•'·' 3. Customer acknowledges_ tbat1htibas instructed Superior's driver to unload materials in a location specified by Customer, and agrees to defend, indemnify and hold Superior ha:rm,Iess from any liabilty ordrums Jor damage to property as a result of the movements of Superior's -truck from the public street to and about the delivery location. 4. No refunds. All sales are final. Customer Signature-------------..,..--..,..----..,..-- ,. 420 ComPass Road • Oceaneiide ecA • 92054 Office (760) 277-0404 • Fai(760 453-2144 Authorized 0 RBNFoRceo .coNCRETE ~CT. sreaASSEMBLY D sPF~~Y-APPUED FIREPROOFING ~ ACI . jZJ.JCBO . 0 PRE-STRESSED CONCRETE CJ "RBNFOROED GYPSUM 0 OTJ-!ER @) Special Inspector 0 RBNFORCED MASONRY D DEEP FOUNDATION @ I PLAN _F.II,.E NUMBER OWNER OR PROJECT NAME . I \ F @ ARCHIH!CT __.-, ' .. l•-.u;f!£t<\ HA\1£~ KA """'{_ CONSTR. MAT'L (TYPE, GRADE, ETC.) @jOESIGN (!)I SOURCE OF MFGR: C,p#o...J <.. ,_. ( 7,;; ·1STRENG1H ·1 DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGA. WELD-ROD, ETC.) CONTR. DOING f!EPOro WORK LAB. RECEMNG & TESTING CONSTR. MAT'L SAMPLES INSPEC~ ARRIVAL "f'lll DETAIL.ED TION \!.!1 TIME ~ REPORT OF DATE DEPARTURE WORK TIME INSPECTED . LOCATION OF WORK INSPECTED, TESf .SAMPLES TAKEN, WORK Rr;JECTED, J08 PROBLEMS, I'RoGRESS, REMARKS, ETC. @ INCWDES INFORMATION ABOUT-AMOUNTS OF MATERIAL PlACED OR WORK PREFORMED, NUMBER. "IYPE & IDENT, NO'S OF TEST SAMPLES TAKEN, STRUCT, CONNECTIONS {WELDS MADE, H.T. BOLTS TORQUED) CHECKI~. ETC. ' I lG::u·~-· tJti;r;~..; s . --r:i.I,'J.vv6-# f~,..,.p · J./c..;ce· - ' · ~"" I 'f -' f\ \ tht...JJ(_._ tL :t-JLtt_f)__J_. j L ~-<~c. ... :. ~~ - THIS REPORT DOES NOT REUEVE THE CONTRACTOR OF HIS RESPONSIBIUT'I' TO BUILD .PER THE PLANS, SPECIFICAtiONS AND ALL APPL~CABLE CODES. • TO THE BEST OF MY KNOWLEDGE, WORK INSPECTED WAS IN ACCORDANCE WITH njE SOil INVESTIGATION RECOMMENDATIONS. THE APPROVED PLANS, SPECIACATIONS, AND APPUCABLE SECTIONS OF lHE U.B.C. BUILDING CODE, UNLESS OTHERWISE NOTED. INSPeCToR (PRINTOR'TYI7> J ~~~--,..A (, p..,)A:.·.J;c:J \ =r,_ S~GNATURE ?+ ..,..466--: : DATESIGNW) ·121 1 ~ CERTIFICATE .N1:>.52;;c,.J3'5/ WHITE·NSI CANARY -Contractor . PINK-Building Official • NSI 420 Compass Road • Oceamiide •cA • 92054 Office (760) 277-o404 • Fai(760 453-2144 NARBETH ·STRUCTURAL INSPECTION JOB NO • Authorized . . ~CI lJ..tCBO Special Inspector 0 REINFORCED .CONCRETE . 0 PRE-STRESSED CONCRETE Q REINFORCED MASONRY 07'Jf(071 0 srRUCT. STEEL ASSEMBLY 0 SPF:~Y-APPUEO FIREPROOFING 0 1'1EINFOROEO GYPSUM . ~ OTl-!Es:t:JiX y .. D DEEP FOUNDATION LAB. RECEMNG & TESTING CONSTR. M;"T'L SAMPLES ® INSPEC~ ARRIVAL 1'ill OETAIU:D TION \:.!1 TIME ~ REPORT OF LOCAllON OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK ~ECTED. JOB. PROBLEMS, PROGRESS, REMARKS, ETC. @ INCLUDES INFORMATION ABOUT-AMOUNTS OF MATERIAL PLACED OR WORK PREFORMED, NUMBER, 'tYPE & !DENT, NO'S OF DATE DEPARTURE WORK TIME INSPECTED TEST SAMPLES TAKEN, STRUCT, CONNECTIONS (WElDS MADE, H.T. BOLTS TORQUED) CHECKJ2o, ETC. THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILfri' TO BUILD . PER THE PLANS, SPECIFICAtiONS AND ALL APPLJCABLE CODES. • TO THE BEST OF MY KNOWLEDGE. WORK INSPEcTED WAS IN ACCORDANcE WITH ll!E SOIL INVESTIGATION RECOMMENDATIONS. THE APPROVED PLANS, SPECIACATIONS, AND APPUCABLE SECTIONS OF THE U.B.C. BUILDING CODE, UNLESS OTHERWISE NOTED. WHITE-NS! CANARY • Contractor . PINK -Building Official • ".-!111\'), .. ~' • · •. NSI 420 Compass Road • Ocean~:iide •CA • 92054 Office (760) m -o404 e Fax:(760 453-2144 NARBETH STRUCTURAL INSPECTION ·. Authorized 0 RSNFORCED .CONCRETE LY 0 SPF~Y:APPUED FIREPR fi)..ACI .J(LlCBO . 0 PRE-STRESSED CONCRETE Q REINFORCED MASONRY -........ ~~~ LAB. RECEMNG & TESTING CONSTR. M;~T'L SAMPLES LOCAllON OF WORK INSPECTED, TEST SAMPLES TAKEN, wbRK ~ECTEO. JOB_ F'AOBLEMS, PROGRESS, REMARKS, ETC. JNCWOES INFORMAilON ABOUT·AMOUNlS OF MATERIAL PLACED OR WORK PREFORMED, NUMBER, lYPE & IDENT, NO'S OF TEST SAMPLES TAKEN, STRUCT, CONNECTIONS (WELDS MADE, H.T. BOLTS TOROlJEb} CHECKI~. ETC. , • THIS REPORT DOES NOT RELIEVE THE. CONTRACTOR OF HIS RESPONSIBILfri' TO BUILD .PER THE PLANS, SPECIFICATIONS AND ALL APPLJCABLE CODES. ' ® @ @ @ $ @' @ @ TO THE BEST OF MvKNOWLEDGE,WO~K I~SPECTEDWAS IN ACCOR~ANCE INSPECTOR·(~~OR'TYPE. ) ~ :jt#. ·__ &.r.~-. WITH THE SOIL INVESTIGATION RE\»MM~DATIONS. THE APPROVED PLANS, · .· · ' -:.:...:.-. SPECIACATIONS, AND APPLICABLE SECTIONS OF THE U.B.C. BUILDING CODE, SJGNft:ruRE_..:.·~~~=;;;;:-:j~~~~-~~--...----- UNLESS OTHERWISE NOTED. • DATE SIGN I .. I. ~ACATE ~0. WHITE-NSI CANARY -Contractor PINK -Building Official /cc-·-. • ' NUMBER ~ f #1 RIVERSID!'-6120 20111 ST. #2 MORENO VALLEY-12890 DAV ST. #3 REOLAHDS -8353 ALABAMA ST. #4 FONTANA -13792 5I.OVER AVE. #5 POMONA-2470 POMONA BlVD. . .......,.......,..... ... ~~. .. ~ Phone 800/834-7557 San Diego 800/87Q-1220 · www.rrmca.oom #13IRWIIIlAI.E-13831 LNEOAKLANE #14 PliiWIENA·1420N.UNCWIAVE. #15 'IEIINON-LOS NI6B.ES-3365 E. 28TH ST. #16 ANAHEIM-201 E. COMMERCIALS! OPEN 7 DAYS #23 fMAMOlJNT • 7277 E. ROSECRANS AVE. #24 RIAIJO-2801 N. ALDER AVE. #32UPI.AIIl-197511.1181S011 #41 MOJAVE-140E.HWV58 #33 MIWWI-58112 EASl'8A1E DR. #42 VIC10RVI.LE -161152 N. 0 ST. #34 UJCBIIE • 385115 IIWY18 #43 WEll-58500 WEll BlVD. #6 HEMETISAN JACINTO -1675 S'r.\TE ST. #7 BEAUMONT-452 W. LUIS ESTRADA RO. #8 SLIN CllY-27050 WATSON RD. #17 SAifT.A ANA-310 N.lOWNSBID ST. #25 GARDENA· 301 W. RDSECIWIS AVE. #28 THOUSAND I'IWIS· 72460 VARNER RD. #27 MIIIRIETA ·2819Q.ADAMS AVE. #35 llllllfM lAICE • ~ IIARS1IN DR. #44 Ft IRWIIHi18215 R1Rf IRWIN RD. #38 EBCOIIJilO -1310 SIII'SCJi WJII( #45 IIAR6lliW-2'100 £. MAIN ST. 11128 OTAV MESA· 7961 AIRWAV RD. #9 ARROWHEAD· 29750 HWY 18 #10 SAKTA FE SPRINGS-12311 OIIE£NSTONE AVE. #11 CABAZON , )3990 Al'iiCHE TRAil #18 LAKe FORlST-25931 TOWN CENTRE DR. #19 ADEI.ANT0·12203Wli.ETRD. #20 SAN CLEMENlt-116t'UIIcoN CT. #29 a CAJON-21s li'IPRESS UL #37 IIllO-88110 FMIIQ:CAIMIN RO. #46 CAL.QIY-71110 IIDS8 AVE. #38 Rll8£CRBT • 2157 iiMli<EAN RO. #47 PORrOFUNIIIfiOI. 111112W. PIER D ST. #30 CORONA ·1540 SHfRBDRN ST. #39 l'liUIW.E • 37790 7S1II ST. EAST #48 El CBmiO. 1051 N. PST. #12 SAN BERNARDINO -1955 W. 9TIIST. #21 llMNE -111081 COidmucnoN CIR. WEST #22 NO. HOU.YWIJOO -11132-ST. #31 HESI'£RIA • 9661 C AVE. #40 ARIESIA-13948 E.FAGf RIWI #491W.05 \'BUS-213111W.05VEROES Ill E. PLANT DATE CUSTOMER NO: SOLD TO: ,. 12' '.~::1/tS 99991 HAVERKAMP. . HCBERT it' MAP PAGE TICKET NO . 1 J.ttt6b4 1'J7B'jt!.:.:·;1"! 1XCD ORDER NO. LOAD NO. 1 DELIVERY ADDRESS & INSTRUCTIONS 8 AVENUE OF THC TREEE • cr~RLSBAD \) 1 LLJiGE l:'; NON ROE Job Phone \'7E.QJ:1 !1 METER READING llME:Ttf'ED TRUCKUCNO. 1600. 00 t 2: : 3(:1 i~~:~~::~;:H L j SWMP TRUCK DRIVER CUSTOMER P.O./ JOB OR LOT# 5lH.? CORTEZ~ JOSE· .. O~P! i:•OUt-1 N r>L,:ICE ~-U~LL::: TOJOB l ..-~: ~~~ DRUM ONJOB ~:ir.~--- ' ~ARTPOURD.-':J_L"'J_·" ---- ANISHPOURL$D Job-site Cylindt~\t· S T A(!jfves= " l 3 ; '0flh.7 D . , llME ON JOB MIN. CHECK#---- Water added on job at STAND BY ~3 <:? MIN... CHECK D ;C~m~ request: ---::AMOUNT=::;----;;::BY;-- . ',!-<> galsto Full L<t """'""''23:1 """"· CASH D ...,. BY ----gals to 2/3 Ld.· s . 7 . D " PI.ANTMGRSIG gals to 1/3 Ld. . . . ------. -.----~, 4 mrn. per yd. unloadrng time allowed. · LEAVE JOB L"Ja? (.:'r' ADJ. Meteri'.· IV.,. ~ . Additional unloading time charged at current hourly truck rate. ARRIVEPI.ANT Addilionalwaleraddedtolh\~~reduceltsslrellQ.I!l,,;Ahy ,UQM~CV=YAROSS #aPOUNDS GlaGAIJ.OI>.IS I waler added exceeding the design waler IS al customer's oWrif\lk. ~M&!E!!i&Kfile~ lzUTEftS Ml.,MIWUIERS _ 1'ERII8 AND CONDITIONS OF SALE · · .,. • . Customer ~ees thai the descl1bed material has been chosansolelybyCustomerwilhoul Robertson's dltecllon, or nM&wolany plans or $P8CIIICallonS ~prt>~lhefl'1lllalllliii1Pbt usaci, ---. ~=-~rev::a\\:tshall=be~=-~=~~~==-=rfu:e~~itelheta;slte~ln . 'swhlcles=~ reklases and ~to defend, and hold RobertSon's and Its employees arid agents harmliss from any and all losses, damages. liablllie8, costs and Claims asserl8d or at'!Y third Jl811Y, • arising from m 1naleriill being 1na11 ~...I«<R!ler or inconslslent wllh Pl@ns and SiJeclflcaliori, or wllh the around liolls or conditions on the land where the · , and (il) tli8 -l'l '.i i rTlOIIIli'nenl of Roberteon's 'l8l1lclaS UPQ11 or abciU1 the deiNI!iY'1ociltion-Solelv to the extant Custorr1ilrilllls to tlrn!Jiy pay for the aescrtbed ..-iBis, In the event floba1aDnls 1'81ain8the eeiVices of an allorneY. !l if l1 fl Customer agrees to pay such lliiiSOiiable allllmeY's fees InCurred by Roberfson's In furtherance of such collectiOi'l effolts. Robertson's and Customer dlscteim~'s fees arising from 8/Pf other context . ' Customer agrees to pay a time price dllfarenllal of1 ~%per month on any amounts owed to Robertson's for lll0191han lhirty (30) days. Color .,......_Due toirrBQUI8rilles SKVJ/or inconsistency of materials Robertson's Is not responsible for tha results oi81Yf conaete whera the cOloring agent has been added at tha request of the customer, either a1 our plant or on the jcib site. LD QTY CUM QTY ORO QTY" .:.. PROD CODE MIX AND COMMODITY UOM UNIT PR AMT :t ~1(0; 0~~ H~t. 0lZi 'iVl._ 0iZl 1 .. @21 j . 1,~(1 L 00 L 00 1 0(/J } " 0Q; 't-JATEH AL.LO!>JED <fB0. tZrEif\L t•:riTEF: BPtTCHED 1':~!5. !ZIGJ:iL :NoT, 3TUF~E W?nEP J 4 !:'.. 0G(..':Jl M~X ADD WATER 127.0GAL .CEMEJ·H U3 7:'·i,';\l·, FINE AGG :;:; E:i f:~lGG l.B LB 1 ':.iLr '~Jt"l -/8BQ1 F(=,r+01;?l!=•ll·1 21 1 1 ;:~ l j 7~ . ~ 41i.':a;o0 3/8" PUtr1P MJ.X l ENV I WJNf>!ENT i·:~L FEE: r•t ENERG'y' t.)UfH::'HAHGE Pl. 1 l . i~it."i. tLI~) H'lt. I!H/! TAX PREVIOUS BAIJ\NCE SUB TOTAL .·STANDBY ' CHARGE TOT, J i 10. ,;~'~Z~~ '., i ~,::~ .. 01/i. 01Zt i/11?1 . CONTROL 9 7 ('> 5 /: ':) h NUMBER , ... · .,., J v Phone 800/834· 7557 San Diego 800/87Q-1220 www.rrrnca.com #1 RIVERSIDE. 6120 20111 ST. .• • #2 MORENO VAI.l.EY • 12890 DAY ST. #3 REDLANDS· 8353 ALABAMA St #4 FONTANA ·13792 SWYER AVE. #5 POMONA· 2470 POMONA BLW. #6 HEMETJSANJACINT0-1675STATEST. #7 BEAUMONT· 452 W. UJIS ESTRADA RD. #8 SUN CllV • 27ll!i0 WATSON RD. #9 ARROWH£AD • 29750 HWY 18 #10 SAN1A FE SPmNGS • 12311 GREENSilJNEAVE. #11 CABAZON -13990 APACHE TRAIL #12 SAN BERNARDtiO ·1955 W.IIIH ST. #13 IRWINlAI.E -131131 LIVE OAK LANE #14 PASADBiA ·1431 N.IJNCOI.N AVE. #15 VEJIIIOM.lllS AN6EI.ES • 3385 E. 28TH ST. #18 ANAHEII· 201 E. COIIIIERCiAl ST. #17 SNm AliA· 310 N. TOWIISEND ST. #18 LAKE FOREST-25831 TOWN CENTRE DR. #19 ADElANTO ·12203 VIOt.ET RD. #211 SAN ClSIBilE ·116RINCON ct #21 -·111081 COISTIIUCTIOII CIR. WEST #22 HO.IIli.L~·13152RAYMERST. OPEN7DAYS #23 MRAMOUIIT • 7277 E. ROSECilAHS AVE. #24 RIALTO· 2601 N. AIDER AVE. #25 GARDENA· 301 W. ROSECRANS AVE. #26 THOUSAIID PALMS· 72460 VARNER RD. #27 MURRIETA·26190ADAMSAVE. #28 OTAY MESA· 7961 AIRWAY RD. #29 B. CAJON· 215 C'IPRESS ~. #30 COROllA ·1540 SH£liBORN ST. #31 HESI'5UA. 9681 cAVE. #32 ll'lNil-1915 N.IIENSOII #33 ~. 5882 EAS11IA1E DR. #34 WCERIIE-3855511WV 18 #35 1116 BEAR LAKE-421125 6ARS11II DR. #35 E8COIIIIlO ·1310 SIIIPSIJN Willi #37 lllliD • 88110 !Mao CAifiOII RD. #311 RIOOECIIEST • 2157IIMJICERN RD. #311 I'IILMOALE -37790 15TH St EAST #40 AlllflliA -139411 E. SOOE ADAO #41 lllJAVE ·140 E.IIWV 58 #42 VICTlJIIVUE -1111152 N. 0 ST. -BAlCER. 58501111AlCER 8LW. #44 Ft-·5882SPORT-RD. #45 8MS1lJW • 27110E.IIMI St #46 CAL-CITY -7100MOIISAVE. #47PORTOfl.CIIIIIIEAillf.11102W.PBIDST. #46 a CE111110, 1051 N. P sr: -AILOSWIDES·26311AWJSVEIIIlfSORE. PLANT DATE CUSTOMER NO: SOLD TO: MAP PAGE TICKET NO. r;r, 1 i OCFi<t : lXCD DEUVERY ADDRESS & INSTRUCTIONS CUSTOMER P.O./ JOB OR LOT# ;:~;,~<+n ~Ph:tlUE nr· v :r ( .l J .:, l .Jt:lb ! c·. '?.':: ORDER NO. Phc~P t~ METER READING !. C!l:J,:i'i, 1JIO SWMP TIME1YPED TRUCKUCNO. .:-· ·? ·.r,M\ 1 LOAD NO. DRUM REVS: TRUCK ~ e·~~ DRIVER '/!();;)~::; SiH l·~OUR N PUlL[ !)I.)Lf -~ CHECK# __ _ TO JOB_;.../ _5"-:-:f,... . ..-+!-' --ON~B __ J~~~·~~---------- Job-site Cylin~F\tfst: ':; ·r r.1l!:)Tves~ TIM~ .. {;/Jg~0 '/9 MIN. Wcater ad~ on job at STAND BY ) 0 MIN. CHECK 0---,-::==----=,--ustomer s request: a:--· AMOUNT 'i!f START POUR I It (I I I'·~,....FINisH POUR t t: ./ ) 'LEAVE~B ____ _ .3 gals to Full Ld. RATE OF x $ I· l ' 1 PER MIN. CASH D--:m;::o;rn:;,.---av-- -----gals to 2/3 Ld. . $ j 7_ 5 (J ~ MGR SIG AMOUNT 'i!f gals to 1/3 Ld. OYERT1MECiWlGE ----- ------. 4 min. per yd. unloading time allowed. ~~------ ADJ. Meter, , : . 1\i Additional unloading time charged at current hourly truck rate. AdditionalwateraddedtolhlsconcretewiHreduceitsstrength. )t,y 1' 1ll.or.coNVER810H CY•YARDS3 #=POUNDS GL•GAU.DNS 1 water added~= ::ecustomer's own rlfik.FO•Q!JNCE§ C!J•MEfERS3 KG=KJLQGRAM L=U!ERS ML•MILUL!'!€RS Cus10mer !1Qf88S that !he desCitJed material has been choaen solely by Customer without Robertson's direction, oc 1611iewof any planS oc spec:ilicaliona ralaling to !he p!!ljecl(s) v.tlere the material is to be used. Customer Jtii1her 8QI'98S that ~ shall be solely~ lor lha ~ location, and discharge/placement of material on the ~ site, Including the ~site direction of Robeitson's whicles to the d@signaled location. Customet's l6lliew and 8lliJIIlVBI thildelicrlbed malarial shall bellllidenced by Customer's ~ andfoc ~ 01 the deaaibed inalarlal on !he iob site. In considerallon of the allove, Cuitomer releases and 11Q1'98S to defenct~~ and hold Roberl8on's and Its ernplo'yees arid !l98f1IS harml8ss from 8l'tf and all tosses, ~. liabilities, costs and claims asserted by Customer oc lillY 1hi'd jllllly, ~Jl:,~~a:~~~~~~e=~iiolla~~::'~~~~·~~ ~;An Customer agrees to pay such I8IISOiiable attomev's fees Incurred by Roberfson's in furtherance of such co11ectm . Robellson's end Custrimer disclaim attorney's fees arising from 8ft'/ other context. · ' Customer !IQI88S to pay a time or1ce dlfferenllal of 1 'h 'lt. per month on any amounts owed to Robertson's for more than thirty (30) days. Color Dleclldlner Due to irregul8rltles andfoc inconsistency of materials -Robertson's IS not respOnsible lor the results of any concre1e where the cOloring agent has been added at the request of the customer, ellher at our plant oc on the jot> site. LD QTY CUM QTY ORO QTY PROD CODE MIX AND COMMODITY UOM UNIT PR AMT 1 E:.\ ~ ::::t£~ !;::. 0~:l ;;;:. •2!0 IbTUF:E· ~u:.nEH r'iflX ~":DD hlHH?:P CCNEk!r f i. f'.iE: i::'!l.3G l t.~: .. ::j ~2.t R ~~ 4 ~?l ~'t f::) ~~. 1 :}'/1!;;)0 3 · B '' PUHf· l\E 1( EN~.~ I HOi 1!1'lf'h!Tiil. :::·~-:: E LNE F~CY SUPCHt·H·:PF ~:: " ,;'Hi:\ 1 1 1 , Q!O ,.. I 3 'i!fOEPUIY t/ ~:;\ n :i ~~:· l CONCRETE DELIVERY TICKET PO BOX 3600 CORONA. CA 92878-3600 , .. ,, !'-'\ 1 1 -~ t)l/~ t:~::~Zt ~ l •i' ~ t~~ ,t;) TAX ,PREVIOUS BALANCE SUB TOTAL STANDBY CHARGE\ TOTAL j '::jh '\_t :.':.\ .ol' (~! ~-~~; .,...r '" 't Continuous Inspection & Materials Testing · ~.2£!~~:r ••••••.!.!,!!!.!!o!,! [562)941 -2990 . (7 i4)516-8441 FAX (5621946-0026 FIELD DATA ON TEST SPECIMENS ---ASTM C31, C138, C143, C172, C173, C231, C1064 --- CONCRETE: X MORTAR: SHOTCRETE: CORES: GUNITE: ADDRESS: 2048 AVENUE OF THE TREES JOB NAME: ARCHITECT: CONTRACTOR:ROBERTHAVERKAMP LOCATION IN STRUCTURE: PLACE WALLS TRACT: CONCRETE SUPPLIER: ROBERTSONS TYPE OF CEMENT: - JOB#: PERMIT#: ENGINEER: SUB: PHASE: PLANT: #36 ADMIXTURE: DATE: 04/28/2015 ISSUED BY: CARLSBAD LOT#: SLUMP: 0.00 in. CONCRETE TEMP: 0 F WATER ADDED: 0 gal. MIX#: RS400P41 TICKET #: 19785435 AIR TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 00:00 DATE CAST: 03121/2015 RECEIVED AT LAB: 04/10/2015 SPECIMENS MADE BY: SPECIFIED PSI @ 28 Days: 4000 LAB#: 56640 CLIENT: NARBETH STRUCTURAL INSP. TESTING INFORMATION: SAMPLE IDENTIFICATION: 709228 709229 709230 709231 AGE DAYS: 28 28 28 HOLD DATE TEST: 04/18/2015 04/18/2015 04/18/2015 SIZE (in.): Height X Diameter 8.000 X 4.002 8.000 X 4.002 8.000 X 4.002 AREA (in.A2): 12.58 12.58 12.58 CRUSH LOAD (lbs.): 62187 62479 62893 COMPRESSIVE STRENGTH (psi.): 4940 4970 5000 HEIGHT -DIAMETER RATIO: CORRECTION FACTOR: CORRECTED STRENGTH (psi.): BREAK TYPE: II v II C. T.M. USED: Fomey96 Fomey96 Fomey96 REMARKS: ASTM C39, · C174, C192, C470, C617, C42 COMPLIES: X DOES NOT COMPLY: FOR INFORMATION: THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND TESTING, INC. SAMPLES CAST BY OTHERS: NOTICE: These test results are from samples cast by inspectors or technicians not employed by our firm. They wel9 either delivered to our laboratory or picked up by our driver. We will accept no responsibility for the inspection made on the jobsite by the inspector, furthermol9 we do not take responsibility for any information on this report other than the strength as tested and reported. ASTM C39 BREAKS: I=CONE -II=CONE AND SPLIT - RESPECTFULLY SUBMITIED SOUTHWE~T INSPECTION AND TESTING .ROb~~,r-_ . -\--··--·· -~ .. _·:~ III=COLUMNAR -IV=SHEAR -V=SIDE FRACTURES -VI=POINTED Pour Date of # Permit# Pour* 1 CS131109 10/22/14 2 CS131109 3/21/15 3 CS131109 7/17/15 CS131109 & 4 CS152858 7/23/15 5 CS152858 9/18/15 6 CS152858 9/25/16 Concrete Pour and Inspection Report for 2048 Aveneue of the Trees Submitted by owner, R. Haverkamp Permit #'s CB131109 & CB152858 (Rebar Dowel) Epoxy Rebar Inspection Inspection Inspector Concrete Description of Pour Date* date Name Supplier Walls and Footings. See Plan mark-up for location(s). 10/13/14 10/16/14 PaulS Mar-Con Walls and Footings. See Plan 2/6/15 & mark-up for location(s). 2/28/15 3/2/15 PaulS Robertson's Slab. See Plan mark-up for location(s) N/A 7/15/15 Paul (G?) Superior Walls and Footings. See Plan mark-up for location(s). 7/9/15 7/21/15 Pete Superior Stairwell footing. See plan mark- up for locattion. N/A 9/17/15 Paul (G?) Superior Walls and Footings. See Plan mark-up for location(s). 9/8/15 .. 9/24/15 PaulS -·--s~e.E!~ior --··-· * All epoxy and concrete inspections performed by Narbeth Structursllnspection (NSI) **All lab test performed by Southwest Inspection and Testing, Inc Delivery Ticket Lab Report Lab Number Date** Results** 106880 12/4/14 Sat 19785435 & 19705436 4/28/15 Sat 1873284 & 1873289 N/A N/A 1919557 9/21/15 Sat 292178 N/A N/A 132705 11/24/15 Sat ------------ \ NS§ 420 Compass Road • Ocean~ ide • CA • 92054 Office (760} 277-0404 • Fax (!50 453-2144 ~'~.O~R~ET!H STRUCTURAL IN~PECTION .JoeNo. '. Auth:;r<zed ·. ~D.Ci (M <CBO Spe.::;Ial ::--:specter i g.Re!'l!"ORCEO CONCRETE U STRUCT. SJ"EELASSEJVISLY i. 0 PRE-STRESSED CONCRETE 0 1'lElNFOROEO GYPSUM ! 0 RE!N"'ORCED MASONRY 0 Dffit> FOU.r"DATION 0 SPI".<:_·..--APPLIED I=IREPROOi=ING 0 011-E"'i ______ _ ® ®I ENGINEER @ j DESGRi8E MAT'L (MIX DESIGN. RE-6AR GRA::JE & MFG?.. WELD-ROD, ETC.) ' i @ i GENERAL CONTRACTOR @ . : W·• L%f,\..M G. G •. -~------4 J~;rE?~~;;;O: . @ -----, L.:O.S. RECENING & TESTING CONSTR. f•/.4:-:~:::::l-cS"'A'""M-=:P:=::L-:::E:=S------@--1 i • . ---· ~ . I l i .-, -· i I ! i LOCPTlON OF WORK INSPECTED. TIOS 1 SAMPLES '0.KEN. WORK RE;JECTED, JOS PROBLEMS. f'OQGRESS. REMARKS. ETC. @ INCUJOES it<FORMATiON ASOVT-.t<MOUNTS OF MATERIAL PLACED OR WORK PREFORMED, NV'>~3ER. TYPE &!DENT. NO'S OF • 'EST SAMPLES TAKEN. SW.UCT. CONNECTiONS 1\!"Jl':'..DS MADE. H.T. BOLTS TORQUED) GHECKt:C·, ETC. THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBJUTi' TO BUILD PER THE PLANS, SPECIACATJONS AND ALL APPLICABLE CODES. ~-----------------------------: j ;o T.-iE BEST OF MY KNO\\'LEDGE WORK I~!SPECIEO WAS iN. ."-CCORD.t..NCE l "~!T" W.E SOH .. iN.VESTiGAITON R'EC0f\.W.EN0;l.T10NS. THE .APPROVED "'L,.:l,NS, ! ,;;>?f(:!~iGJ.lTfONS. AND APPUCP8LE SECTIONS Gi= T.'"iE L'.B.C. BUiLDiNG GODE ! Lii'-'l.ESS OTHERW!SE NO"'l:D. l ·-OATESlGNED CANARY -Contractor PINK -Building Official lVEIGHMA.STEl Clll&TIFICA.Tl£ THIS IS TO CERTtf1Y that the following deactibed connnodity was weighed, measured, or oounted by ll. wei;ghmaster, whose siJnature is on this cqtificat.e, wh\l is a RlCogtlized authority of accuracy. as prescribed by Chapter 7 (CQDitllencing With Sec- tion 12700) of Division 5 of tbe C8lifomia l;lusiness and Pro- fessions Code, adtlliniste\'ed. by the DivisiOrt of Measurement Standards of the Calift)mi;t Dep.att\11ent of Food and Agriculture. MAR-CON PROWCTS .tJQES .NQT Ol!~ UIB PERFORMAN~E ·OF CQLOR IN A}jY COLORED. CON-CRETE. . ... . ~arc-Con fPtoduc6., ffnc. . :~. '1,6'1:5,. V.MlMbA ORIVS· 'SAN MARCOS, CAUFORNlA 92078 Telephone: (76(>) 744-3355 Fax: (760) 144-0478 CONTROL NO. 1 6880 Plant 01 1615 La Mirada Drive ?an Marcos, CA 92078 Gallons to 1~1Da,d · /SlVrtlp _.__...._...._{-,-----:-j)r;~fo;;m£;nt$ ___ _.;.._._~~~~!~~!]~~t~~;;~? Gallons to 1/41~. . .. , . . .JSlump. ---....;..1 · < ; Water added on jc)b ~· C11stomer's request Authorized by: Please read cornpf~t• t~hns and conditlons on the reverse side prior to signing. The undersigned ~presents that he( she) has the authority to ex&cute this purchase on /behalf of the firm.tl.sted abov&. Received In good condition by: ·. I NSI 420 Oompass Road • Oceam-ide •CA • 92054 Office {160) 277--0404 • Fax (760 4$3..2144 1 NARBETH STRUCTURAL INSPECTION !.JOB NO. ® ! ·. Authorized ltLACI H ICBO I 0 REiNFORCED CONCRET'E 0 sri:u.JcT. STEEL ASSEMBLY 0 SPF,t.Y-APPUED FIREPROOFING 1. 0 PRE-STRESSEOCONCRETE o REINFOROEDGYPSUM &.on-·e;t •8Psr ® 0 REINFOP.CEO MASONRY 0 DEEP R:>UNOATION · LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK RIEJECTEO, JOB PROSLEMS. P~. REMARKS. ETC. @ INCLUDES !N!'ORwmoN ABOUT·AMOU!IriS OF MATERIAL PLACED OR WORK PREFORMED, NU;~BER. TYPE & IOENT, NO'S OF TEST SAJ\4Pl.ES TAKEN. STRUCT. CONNECTIONS (\"lELDS MAOE,Ii.T. SOL:rs TORQUED) CHECKED, ETC. l I I· I THIS REPORT DOES NOT REUEVE THE CONTRACTOR OF HIS RESPONSIBIUT' TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPUCABLE CODES. TO THE BEST OF MY KNOWLEDGE, WORK INSPECTED WAS IN ACCORDANCE WITH T11E SOILINVESTIGA110N RECOMMENDmoNS. THE APPROVED PLAJIIS. SPEClFICAT!ONS; AND APPUCABlE SECTIONS OF THE U.RC. BUILDING CODE, UNLESS (JFHERWISE NOTED. WHITE-NS! CANARY· Corrtractor PINK -Building Official ,~t2eY!~~:r ••••••.!!,!!~.!.!o!! • {562)941-2990. (714)526-8441 FAX (562)946-0026 FIELD DATA ON TEST SPECIMENS ---ASTM C31, C138, C143, C172, C173, C231, C1064 --- CONCRETE: X MORTAR: SHOTCRETE: CORES: GUNITE: ADDRESS: 2048 AVE OF THE TREES, CARLSBAD JOB#: JOB NAME: HAVENKAMP RESIDENCE PERMIT#: ARCHITECT: ENGINEER: CONTRACTOR: OWNER I BUILDER SUB: LOCA 110N IN STRUCTURE: 1ST-3 FTNGS & WALL SECTIONS TRACT: PHASE: CONCRETE SUPPLIER: MAR-CON PRODUCTS PLANT: TYPE OF CEMENT: II/ V ADMIXTURE: SLUMP: 4.00 in. WATER ADDED: 0 gal. CONCRETE TEMP: 74 F MIXING 11ME: 50 min. DATE: 12/04/2014 ISSUED BY: LOT#: MIX#: TICKET#: AIR TEMP: 71 F TIME CAST: 00:00 DATE CAST: 10/22/2014 RECEIVED AT LAB: 11/21/2014 SPECIMENS MADE BY: NICK NARBETH SPECIFIED PSI @ 28 Days: 4000 LAB#: 51818 CLIENT: NARBETH STRUCTURAL INSP. TESTING INFORMATION: SAMPLE IDENnFICA nON: 188610 188611 188612 188613 AGE DAYS: 28+ 28+ 28+ HOLD DATE TEST: 11/24/2014 11/24/2014 11/24/2014 SIZE (in.): Height X Diameter 8.000 X 4.006 8.000 X 4.007 8.000 X 4.008 AREA (in.A2): 12.60 12.61 12.62 CRUSH LOAD (lbs. ): 58506 59671 60322 COMPRESSIVE STRENGTH (psi.): 4640 4730 4780 HEIGHT -DIAMETER RA nO: CORRECnON FACTOR: CORRECTED STRENGTH (psi.): BREAK TYPE: II Ill II C.T.M. USED: Fomey96 Fomey96 Fomey96 REMARKS: ASTM C39, C174, C192, C470, C617, C42 COMPLIES: X DOES NOT COMPLY: FOR INFORMATION: THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND TESTING, INC. SAMPLES CAST BY OTHERS: NOTICE:These test results are from samples cast by inspectors or technicians not employed by our firm. They were either delivered to our laboratory or picked up by our driver. We \1\/ill accept no responsibility for the inspection made on the jobsite by the inspector, furthermore we do not take responsibility for any information on this report other than the strength as tested and reported. ASTM C39 BREAKS: I=CONE -II=CONE AND SPLIT - RESPECTFULLY SUBMITTED SOUTHWEST INSPECTION AND TESTING CTURES -VI=POINTED c g' ?l[ vq "-" J-o(/1 ~v~ C){ ~e Ttt'e~ Httvttkaltl p Co tl n ~ f?. iff~r t:J;,,\;• <1. . A .4. } v ;:• . ~,. I> v . 1 v· . v · vt0Qii.3S'Ili0...., . . ,1> . . ··I . . ·. v . J v . I> 'L . . -·-.. . .l .v . ~. . : I · I ·.... . · j ... v I> ....... ' ;'". . ·::;· . I <lil""n ""' u o" u "no "" ''" "v I ,, r ; "' ; ' ' v ... -:. v .. .::-~~~ -=· . . I>' . ,.. v . :v . .v 114M ' I • · ,. 11141 ' !Jil . . r ,\!J J (t:l ~ \!_) '--------+~-< ( Ap1Q f1~111 -'1-'<'.l_ \. Jt)> 0 i'II.Qj~~) d m P.Jtfv1 All-j-/ dJ 1 a~ J-c? ~ g hrrt -r€_.-:5 fJ t: _!; l 9 ) i ~~"" l"l W CITY Of CARLSBAD Building Division INSPECTION RECORD CB131109 2048 AVENUEOFTHETREES HAVERKAMP RES-ADD 472 SF STORAGE IN EXISTING BASEMENT AREA 0 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB RESDNTL RAD Lot#: HAVERKAMP ROBERT&KATHLEEN LIVING TRUST 10-05-04 0 CALL BEFORE 1;10 pm FOR NEXT WORK DAY INSPECnON 0 FOR BUILDING INSPECnON CALL; 760-602-2725 OR GO TO: www.Carlsbadca,gov/Building AND CUCK ON .. Request lns:IIM!l~•n". DATE: 7 6().602-4660 CODE # STORM wATER REV 10(2012 Allow 48 hours Type of Inspection CODE " ELECTRICAL DUFER CoDE rr MECHANICAL CN>L .' COMBO INSPECTION SEE BACK FOR SPECIAL NOTES .. Section 6416. Health and Safety Code, State of California (a) There shall be not less than one wat&r closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by tha inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the Inspector. DATE ADDITIONAL NOTES L J.-.t1S ~~.,.-., <~ ~~~;J ..oP fi4,r,JIJJN6 J..)K.t/f;_H• ;.~ -...-.!?iS S"-/f(.t oe. .,. ~ ._JIIJIIj,~ J ~~~~ ~ /IJ$11 d"7L W'h -PIJ , ' "1/t&lh ;-sfAJ, tA!\ 'c: ./.# 1 --O::>L. ./MH /} • tJ ,.,, tttiJ ~~-ie.u. ttJ-1" 1 /it._ 1£ ~~~ CPtJCrrr{<t, f'r_,_ ,.,.,.,r P/l.- I . ~. ,,·j:,, ·- ' DATE: 6/26/13 JURISDICTION: Carlsbad PLAN CHECK NO.: 13-1109 EsGil Corporation In (['artnersfiip witfi t;jo'flernment for <Buiftfing Safety SET: III PROJECT ADDRESS: 2048 Ave of the Trees PROJECT NAME: New Residential Storage Basement 0 APPLICANT c:Y' JURIS. 0 PLAN REVIEWER 0 FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D 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: Kamal, Engineer Date contacted: 6/26/13 (by: CM) Mail Telephone Fax In Person D REMARKS: By: Chuck Mendenhall EsGil Corporation D GA D EJ D PC Telephone#: In Person Email: Fax#: Enclosures: Walk In / DATE: 6/13/13 JURISDICTION: Carlsbad PLAN CHECK NO.: 13-1109 EsGil Corporation In Cl'artnersliip witli government for CBui{tfing Safety SET: II PROJECT ADDRESS: 2048 Ave of the Trees PROJECT NAME: New Residential Storage Basement g_A~~NT ~ CJ PLAN REVIEWER CJ FILE 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. 0 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. D 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: Robert Haverkamp 2048 Ave of the Trees, Carlsbad, CA 92008 0 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: Robert Haverkamp Telephone#: (760) 729-2748 Date contacted: eo{ 1 ~/(?(by: [W Email: imbobh@roadrunner.com ~ Mail -Telephone D REMARKS: Fax,..........-In Person By: Chuck Mendenhall EsGil Corporation 0 GA 0 EJ 0 PC Fax #: (760) 434-5596 Enclosures: 6/6/13 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 13-1109 6/13/13 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. 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: 1. 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. 2. 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. 1. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2010 California Residential Code, which adopts the 2009 IRC, 2009 UMC, 2009 UPC and the 2008 NEG. Section R106.2. The note provided on S-0 does not indicate compliance with the 2010 CAlif. Residential code. 2. Note on the plans that if not already existing provide battery operated Carbon Monoxide detectors in the following locations there was no note on the plans regarding the installation of carbon monoxide detectors. • Outside each separate sleeping area in the immediate vicinity of the bedrooms. • On each story, including basements. 5. The design of the basement retaining walls requires the #5 vertical reinforcing at the bottom of the wall be spaced at 4" OC. See the last two pages of the design calc's. Both details 1 & 2 on sheet S-3 show the vertical steel at the bottom as #5 @ 6" OC. Revise the plans to be consistent with the design. Now the retaining wall detail is more confusing than the previous plans. 6. Specify in both detail 1 & 2 on sheet S-3 that the casting of the concrete walls will be cast against forms on both sides of the wall. ( This is required to allow the 2" clearance to steel on the earth side per code). If the concrete is cast against the earth the clearance between the earth and steel must be min of 3 . Detail 1 on sheet S-3 shows 2" cover. Revise the plans to be consistent with the code. The note at the wall detail indicates " #5 @ 16" OC. No need for steel #5 @ 16" OC where surcharge ht is less than 27"" . this makes no sense since the surcharge is the weight of the building footing which will always be more than 27". Then in addition to this confusion there is a table that appears to indicate that the vertical reinforcing goes from #5 @ 12" OC at the top of the new wall to #5 @ 2" OC at the bottom of the wall. None of this makes any sense. END OF PLAN RECHECK Carlsbad 13-1109 6/13/13 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. 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 Chuck Mendenhall at Esgil Corporation. Thank you. DATE: 5/10/13 JURISDICTION: Carlsbad PLAN CHECK NO.: 13-1109 EsGil Corporation In a'artnersliip witli government for aJui{aina Safety SET: I PROJECT ADDRESS: 2048 Ave ofthe Trees PROJECT NAME: New Residential Storage Basement S.APPLICANT p JURIS. l:l PLAN REVIEWER l:l FILE 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [8J The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. C8J The applicant's copy of the check list has been sent to: Robert Haverkamp 2048 Ave of the Trees, Carlsbad, CA 92008 0 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: Robert Haverkamp Telephone#: (760) 729-2748 Date contacted: (by: ) Email: imbobh@roadrunner.com ~; \ Tel~o~_) D REMARKS: Fax By: Chuck Mendenhall EsGil Corporation In Person 0 GA 0 EJ 0 PC Fax #: (760) 434-5596 Enclosures: 5/2/13 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 13-1109 5/10/13 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 13-1109 JURISDICTION: Carlsbad PROJECT ADDRESS: 2048 Ave of the Trees FLOOR AREA: 570 sq ft (new Basement) REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 5/10/13 FOREWORD (PLEASE READ): STORIES: 2 HEIGHT: no change DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/2/13 PLAN REVIEWER: Chuck Mendenhall This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2010 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2009 IRC, 2009 IBC, 2009 UPC, 2009 UMC and 2008 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copv) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 13-1109 5/10/13 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: 1. 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. 2. 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. 1. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2010 California Residential Code, which adopts the 2009 IRC, 2009 UMC, 2009 UPC and the 2008 NEC. Section R106.2. 2 Note on the plans that if not already existing provide battery operated Carbon Monoxide detectors in the following locations i) Outside each separate sleeping area in the immediate vicinity of the bedrooms. ii) On each story, including basements. 3. Clearly note on the floor plan on sheet S-2 that the storage room is Non Habitable. Also, show on the plans a door between the new storage area and existing separating the habitable space from the non-habitable storage space. 4. Section Y-Y on sheet S-2 shows the existing bearing wall footing behind the new retaining wall between the existing Den and the proposed storage room. The section detail referenced at this wall is 1/S3. Detail 1/S-3 is not consistent with what is shown at section Y-Y. I believe section 2/S-3 should be referenced at this wall location. 5. The design of the basement retaining walls requires the #5 vertical reinforcing at the bottom of the wall be spaced at 4" OC. See the last two pages of the design calc's. Both details 1 & 2 on sheet S-3 show the vertical steel at the bottom as #5@ 6" OC. Revise the plans to be consistent with the design. 6. Specify in both detail 1 & 2 on sheet S-3 that the casting of the concrete walls will be cast against forms on both sides of the wall. ( This is required to allow the 2" clearance to steel on the earth side per code). 7. Where special inspection is required, the designer shall complete the city's "Special Inspection Agreement". See the attached form END OF PLAN REVIEW 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. Carlsbad 13-1109 5/10/13 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 Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad 13-1109 5/10/13 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 13-1109 PREPARED BY: Chuck Mendenhall DATE: 5/10/13 BUILDING ADDRESS: 2048 Ave of the Trees BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VB BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. 0 basement (570 City Est 59,278 '-...../ Air Conditioning Fire Sprinklers TOTAL VALUE 59,278 Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance $499.621 Plan Check Fee by Ordinance $324.751 Type of Review: Complete Review D Structural Only 0Repetl:ive Fee ..., Repeats D Other 0 Hourly EsGil Fee $279.791 Comments: Sheet 1 of 1 macvalue.doc + ~ . «~~ ~ CITY OF PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov CARLSBAD DATE: 5/14/13 PROJECT NAME:Haverke1np residential addition PROJECT ID: CT 72-11 PLAN CHECK NO: CB131109 SET#: I ADDRESS: 2048 Avenue of the Trees APN: 156-290-09 VALUATION: $59,278 APPLICANT CONTACT: imbohh@roadrunner.com D Remarks This plan check review transmittal is to notify, you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction & Inspection Division is required: Yes No X ~ For status from a division not marked below, please call76o-6o2-2719 This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Kathleen Lawrence 760-602-27 41 Kathleen.Lawrence@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov ALL EXCAVATED SOIL MUST BE PROPERLY DISPOSED OFF. ·«~ ~ CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www .carlsbadca.gov ENGINEERING Plan Check for CB1311 09 Date: 5/14/13 P . dd 2048 Avenue of the Trees reJect A ress: APN: 1 56-290-09 Project Description: Residential addition: Extend existing den/basement for storage -approximately 450 square feet. Valuation: $59,278 ENGINEERING contact: Linda Ontiveros Phone: 760-602-2773 1/'J RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$20,000.00) CARLSBAD PREMIER OUTLETS OTHER: Email: linda. ontiveros®carlsbadca. gov Fax: 760-602-1052 TENANT IMPROVEMENT PLAZA CAMINO REAL COMPLETE OFFICE BUILDING r··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··, OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: DATE:5/14/13 REMARKS: -··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-· E-36 Page 1 of 1 REV 4/30/11 ~ ~ CITY OF CARLSBAD INSTRUCTIONS: STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www .carlsbadca.gov To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Applicant responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by the applicant, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If applicants are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, they are advised to seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, applicants for construction permits must also complete, sign and submit a Project Threat Assessment Form to address construction aspects of the project. Please answer the questions below, follow the instructions and sign the form at the end. I 1. Is your project a significant redevelopment? DEFINITION: Significant redevelopment is defined as the creation, addition or replacement of at least 5,000 square feet of impervious surface on an already existing developed site. Significant redevelopment includes, but is not limited to: the expansion of a building footprint· addition to or replacement of a structure; structural development including an increase in gross floor area and/or exterior construction remodeling; replacement of an impervious surface that is not part of a routine maintenance activity; and land disturbing activities related with structural or impervious surfaces. Replacement of impervious surfaces includes any activity that is not part of a routine maintenance activity where impervious material(s) are removed, exposing underlying soil during construction. If your project IS considered significant redevelopment, then please skip Section 1 and proceed with Section 2. If your project IS NOT considered significant redevelopment, then please proceed to Section 1. E-34 Page 1 of3 REV 3123/10 «~~ ~ CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www .carlsbadca.gov !sECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE YES NO Does you project meet one or more of the following criteria: 1. Housing §Y.bdivl§!g_ns of 10 or more dwelllnfl. units. Examples: single family homes, multi-family homes, _(( condominium and apartments 2. Commercial-greater ttran 1-acre. Any development other than heavy industry or residential. Examples: hospitals; laboratories and other medical facilities; educational institutions; recreational facilities; municipal facilities; commercial 0 nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels· office buildings· public warehouses; automotive dealerships; airfields; and other light industrial facilities. 3. Heavr Industrial/Industry-greater than 1 acre. Examples: manufacturing plants, food processing plants, metal ~ working facilities, printing plants, and fleet storage areas (bus, truck, etc.). 4. Automotive repair shoo. A facility categorized in any one of Standard Industrial Classification (SIC) codes 5013, >r 5014, 5541, 7532-7534, and 7536-7539 5. Restaurants. Any facility that sells prepared foods and drinks for consumption, including stationary lunch counters - and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the ~ land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hydromodification requirements. 6. Hillside development Any development that creates 5,000 square feet of impervious surface and is located in an >( area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater. 7. Environmentallv Sensitive Area fESAJ1• All development located within or directly adjacent2 to or discharging ......, directly'. to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ~ ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of imperviousness of a proposed project site to 10% or more of its naturally occurring condition. 8. Parkinfl. lot. Area of 5,000 square feet or more, or with 15 or more parking spaces, and potentially exposed to urban >r runoff 9. Streets. roads. highways. and treew;rrs. Any paved surface that is 5,000 square feet or greater used for the k transportation of automobiles, trucks, motorcycles, and other vehicles 10. Retail Gasoli!J.f. Outlets. Serving more than 100 vehicles per day and greater than 5,000 square feet X 11. Coastal Development Zone. Any project located within 200 feet of the Pacific Ocean and (1) creates more than K 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 1 0%. 12. More than 1-acre of disturbance. Project results in the disturbance of more than 1-acre or more of land and is R considered a Pollutant-generating Development Project4• 1 Environmentany Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of S~l Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermitlees. 2 "Directly adjacent" means situated within 200 feet of the Environmentally Sensitive A1ea. 3 'Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these include all projects that contribute to an exceedance to an impaired water body or which create new impervious sllfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertiliZers and pesticides. In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant11enerating Development Projects if they are built with pervious surfaces or if they sheet flow to surroundi rvious surfaces. Section 1 Results: .If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the 'meets PRIORITY DEVELOPMENT PROJECT requirements• box in Section 3. A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application. If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements. Please check the 'does not meet PDP requirements• box in Section 3. E-34 Page 2 of3 REV 3123/10 «~~ '¥ CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www .carlsbadca.gov SECnON2 SIGNIFICANT REDEVELOPMENT Complete the guestions below regarding your redevelopment project: YES NO 1. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project (see definition in Section 1). If you answered NO, please proceed to question 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) If you answered YES, please proceed to question 3. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. 3. Is the project solely limited to just one ofthe following: a. Trenching and resurfacing associated with utility work? b. Resurfacing and reconfiguring existing surface parking lots? c. New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads? d. Replacement of existing damaged pavement? If you answered NO to ALL of the questions, then proceed to question 4. If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3 below. 4. Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet ofthe Pacific Ocean and (1)create more than 2500 square feet of im_permeable surface or (2) increases impermeable surface on the property by more than 10%? If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. I sEcnoN3 Questionnaire Results: My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and must prepare a Storm Water Management Plan for submittal at time of application. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. Applicant Information and Signature Box Tills Box for City Use Only City Concurrence: I YES I NO I I By: Dale: ProjeciiD: E-34 Page 3 of3 REV 3/23/10 «~1 ~ CITY OF CARLSBAD STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 STORM WATER COMPLIANCE CERTIFICATE v' My project is not in a category of permit types exempt from the Construction SWPPP requirements v' My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). v' My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) v' My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. 0 -v.-m E-29 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES **ALL EXCAVATED SOIL TO BE HAULED OFF AND DISPOSED OF AT A LEGAL DUMP SITE** Page 1 of _2. Development Services land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov PROJECT INFORMATION Site Address: 2048 Avenue of the Trees Assessor's Parcel Number: 156-290-09-00 Project ID: CB 13-11 09 Construction Permit No.: SW 13-167 Estimated Construction Start Date ----- Project Duration Months Emergency Contact: Name: Robert Haverkamp 24 hour Phone: 760-672-2748 Perceived Threat to Storm Water Quality Medium X Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only REV 4/30/10 Erosion Control Tracking Non-Storm Water Waste Management and Materials Sediment Control BMPs Control BMPs BMPs Management BMPs Pollution Control BMPs c c c "E "E 0 0 .2 u n t5 Cl iO Q) u Q) c c E c E u .l!l co 2 2 0 c: ·E c. co c co Ul E (j) ~ -o ·:; ~ Q) co Q) :2 UQ) Cl Q; iiiUl iii c: Cl c iii 2 Cl c-a. Q) c ·e c: c 2 ~ ';::: r::r Q) co co Best Management Practice c "'"' ·a. c Ul w c 0 g:~ .., E Ul ~ III -0 Q) 0 Q) Q) .2: co il (BMP) Description ~ Ul 3: c E Q)Cl co c (.)~ (.) Ul ~ u Qi Q) "E ~ Ul 0 I-Cl III -o Ul :2 s ~ :; Glen ·a; 8 !!l co ~-= ·a; c -cOl c c: c 0 :::> Q) "E co "0>. 0 > ~ :2 ~Q) 0 0 0 III enE Cl ~o Q)!:!! Q) co (.) co j~ )J ~ ~-::: co 2 OCl c Q) 0:: co 0~ N Ul ~~ Q) Iii ·a. s Q) Q) co Q) E -"' Qi -::s .c E2 = tJ) ~. Cl :c ·;:: i~ 0 0 u .s:::. c Q) u.. 0 Q; > Q) ::s u :Oe:? 2 c: 2 -"' u ~j 0 -e·-c. '0 Q) ~ Q) 0 c .ceo ·s: Cll 0 c Q) ~ co~ 0 -Q) .s:::. .c .=co co 0 0 COO) 85~ co &.c 0 ~ co 0 ~~ 0 en en u::: -~ -c $1 :2 U5 C> wo en (.) C> en> en en a. en-a. (.) CASQA Designation ~ 1'--co CJ) ~ ~ <') ,. I{) (() 1'--co 0 ~ N ~ (") 1'--co ~ N i ,. i (() i u u u ~ uJ uJ uJ uJ uJ uJ ~ r:t: d> en d> d> ::!: ::!: ::!: u w uJ :2 w w w en en en en en en en I-I-z z z z s s s s Construction Activity w en X Grading/Soil Disturbance IX X Trenching/Excavation X Stockpiling Drilling/Boring Concrete/Asphalt Saw cutting Concrete flatwork Paving ! Conduit/Pipe Installation Stucco/Mortar Work X Waste Disposal X I Staging/Lay Down Area I Equipment Maintenance and Fueling Hazardous Substance I Use/Storag_e Dewatering Site Access Across Dirt I Other (list): I Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example-If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column. To learn more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. E-29 Page 2 of 2 REV 4/30/10 «~~' ~ CITY OF CARLSBAD --~~-~---------------- PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.!!ov DATE: 5-8-13PROJECT NAME: PROJECT ID: PLAN CHECK NO: CB 13-1109 SET#: 1 ADDRESS: 2048 Avenue of the Trees APN: 156-290-09-00 ~ This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required DYes [:8J 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. Resubmitted plans should include corrections from all divisions. D 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 APPROVAL has been sent to: imbobh@roadrunner.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 [gJ Chris Sexton D Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D D D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: CB131109 2048 AVENUEOFTHETREES HAVERKAMP RES-ADD 424 SF STORAGE IN EXISTING BASEMENT AREA f ; . : ' (~·' c, ") I ( '.i-~ \ /:1/ -J( I( ~J -~-{? /c lf/(:1-1. ~ c~~. , _ ; au 11Ii~( !lj ZJt ( L tf.ylua-f ( ~{r;,,j ~ '5-/ I if/;3 -C4-fLJ @. ~~-( __ S/ IS ( 13 --· f)~\ (Jo...1~ k:>u..cL ~~ :) 1t) ':)~ ·1 h ::> ,n"< l(k~'::. C:k<r--'1'<) ~~·""".::, q-_) p\.l'<\ . .)¥. t-JL2 ~ 8-vp~~ ~~ <:~' F CN elcn .'-··· a fPt-.L b . 0 \< ,t~--r--~'7J,_\.·~~-Rav ·t-o s7::f's~r- "(t-,. r c~.· ~:cG::-sc f~l ~?<'II (ct'::cJ. (t C,r bi--~· p''L A~ ~B.:· 0'---3-t--IH' /~ ,· . ' - b/Lt lu Gv1 ffli_J! ,j;JJ61-/)AII-o1~-- {f{u1t(1 JI -fv [Jt I 1- Go( l ~ \ ~~ 65&'1 L-C:...VvY' v/u(t3 -t<JtjtiJ PI~ ~-~- 7/o~/J} lffu·tJJ <St~n ~ /2.?? /11a -(; ><-kr-\rJ..u( ~ ·; [} //(o /26; k Bl~\\v--E"'~Y\~tcf-unn\ -\\2.l\\\l ~ V"f (\~ -e~~,o;~) L! /" SW )kJ I ~I ~ISSUED l ocv Date ~ Approved &/z.&!t~ On BUILDING Ln ~/,'<, J i.3 c.~\ PLANNING t:;" I IL ~ I J 7 ENGINEERING <.71 ,,.,..., FIRE Expedite? Y N AFS Checked by: HazMat APCD Health FormsjFees Sent Rec'd Due? By Encina y N Fire y N HazHealthAPCD y N PE&M '( l'\h,u .... ! .blH/1~ y NJEF rJP-y N Sewer y N Stormwater y N Special Inspection (j7j_Z~3 y N CFD: y (f:; LandUse: Density: lmpArea: FY: Annex: Factor: PFF: Y ( N) Commenu D;tte Date Date Date Building I ':)/1::( I~ I G. II'~~~~ Planning Engineering Fire Need? CJ Done CJ Done 09-26-2014 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR14116 Building Inspection Request Line (760) 602-2725 2048 AVENUE OF THE TREES CBAD PCR 1562900900 $0.00 Lot#: 0 Construction Type: NEW HAVERKAMP RES-CHANGED RETAINING WALL DESIGN FOOTING CHANGE TO FRAME Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 06/27/2014 LSM 09/26/2014 09/26/2014 ROBERT HAVERKAMP HAVERKAMP ROBERT&KATHLEEN LIVING TRUST 10-05-04 760-729-27 48 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees Total Fees: $225.00 Inspector: 2048 AVENUE OF THE TREES CARLSBAD CA 92008 $225.00 $0.00 $0.00 Total Payments To Date: $225.00 Balance Due: FINAL APPRO~L Date: 12"2-J,../J., Clearance: $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions.' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. «~ ~ CITY OF PLAN CHECK REVISION APPLICATION Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov CARLSBAD B-15 Plan Check Revision No . .PCR.. /4 \ l k Original Plan Check No. c.B 13 I l 0 9 <9~ '\&te Tt~f:' <: Date &, \""-:Z (~I { Ph 76 0 -7tq~vlf8~t(!n 76o --67z-J..7Cf-B Contact Address __,G~s--=a='IJ.=-tt=--\~' .___ __________ City Zip ____ _ General Scope of Work N ~ W 7~ tltJ ~ tf?O $Ul U It J'l't k" U '7 f:: Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: 5. 6. 7. 8. Plans 1;W Calculations ~ Soils D Energy D Other ___________ _ 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existin sheets Does this revision, in any way, alter the exterior o~eYepsroject? DDN 0 Yes /,'" !\ ~ ~~ ttJht Does this revision add ANY new floor area(s)? ~ LLA~~~ ._ )f D Yes ~No ~tJfiL 1635 Faraday Avenue. Carlsbad. CA 92008 f.b.: 760-602-27 9 Eals;: 760-602-8558 fmail.;, building@carlsbadca.gov www.carlsbadca.gov Carlsbad PCR14-116 ( 13-1109) 9/22/14 EsGil Corporation In 1'artnersliip witli qO'Vemment for (]Juitifino Safety DATE: 9/22/14 JURISDICTION: Carlsbad a APPLICANT a JURIS. a PLAN REVIEWER a FILE PLAN CHECK NO.: PCR14-116 ( 13-1109) PROJECT ADDRESS: 2048 Ave of the Trees SET: REV 1, Set III PROJECT NAME: New Residential Storage Basement ( Revised Plans ) D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. l:8J 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: [8:1 EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Fax#: Mail Telephone Fax In Person l:8J REMARKS: A. The notes clouded in red on sheet S-3.1 of the approved plans from EsGil must be made to the city set of plans to make a 2nd set of approved plans. By: Chuck Mendenhall EsGil Corporation D GA D EJ D PC Enclosures: 9/15/14 DATE: 9/12/14 JURISDICTION: Carlsbad EsGil Corporation In rJ'artnersliip witli government for (]Juitifing Safety CJ .PPPLICANT .....-e::(" JURIS. CJ PLAN REVIEWER CJ FILE PLAN CHECK NO.: PCR14-116 ( 13-1109) PROJECT ADDRESS: 2048 Ave of the Trees SET: REV 1, Set II PROJECT NAME: New Residential Storage Basement ( Revised Plans ) D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D 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. D 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: Robert Haverkamp 2048 Ave of the Trees, Carlsbad, CA 92008 D 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: Robert Haverkamp Telephone#: (760) 729-2748 Date contacted: 9 /12. (by:~ Email: imbobh@roadrunner.com L Fax #: (760) 434-5596 t::;.Mail Telephone Fax In Person D REMARKS: By: Chuck Mendenhall (SA) EsGil Corporation D GA D EJ D PC Enclosures: 9/5/14 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad PCR14-116 ( 13-1109) 9/12/14 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. 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: 1. 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. 2. 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. 3. The plans now include retaining walls of varying heights. See details 1, 1.1 & 1.2 on sheet S3. provide design calc's for each of these wall heights. The calc's provided by CASA Engineering are for the retaining wall footings only. There was no design for the stem walls and reinforcing of the walls. Please clearly show the following: a). What software program was used in the calculations, under what Code Edition. If the program is "House Made", provide all the formulas and Code Sections used for the calculations. b). The wall thickness was not included in the calculations, please clarify. c). The calculations provided for the "Cantilevered 6' height wall" are showing # 6's bars at 1 0" o.c. from the 4.8' height to the 6' height of the wall, however the plans are showing # 5's at 16". Please clarify and check the other walls. 4. Include with the plans structural design for the 8ft high restrained walls forming the tunnel as shown on sheet S-3.1 of the revised plans. Please clearly show the following: a). What software program was used in the calculations, under what Code Edition. If the program is "House Made", provide all the formulas and Code Sections used for the calculations. b). The wall thickness was not included in the calculations, please clarify. 5. Include with the plans design calc's for the structural slab forming the top of the tunnel . Please clearly show the following: a). What software program was used in the calculations, under what Code Edition. If the program is "House Made", provide all the formulas and Code Sections used for the calculations. b). Provide a fully dimensioned construction detail for the slab, including the "d" and the minimum concrete cover (1 %"). c). Revise the plans to show #5's@ 6" o.c, instead of# 5's@ 12" o.c. r • Carlsbad PCR14-116 ( 13-1109) 9/12/14 END OF PLAN REVIEW 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. 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 Chuck Mendenhall at Esgil Corporation. Thank you. DATE: 7/8/14 JURISDICTION: Carlsbad EsGil Corporation In Cl'artnership with qO'fJernment for (}juitaino Safety ~PPLICANT ~::URIS. CJ PLAN REVIEWER CJ FILE PLAN CHECK NO.: PCR14-116 ( 13-1109) PROJECT ADDRESS: 2048 Ave of the Trees SET: REV 1, Set I PROJECT NAME: New Residential Storage Basement ( Revised Plans ) D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 1:8:] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 1:8:] The applicant's copy of the check list has been sent to: Robert Haverkamp 2048 Ave of the Trees, Carlsbad, CA 92008 D 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: Robert Haverkamp Telephone#: (760) 729-2748 Date contacted: (by· ) Email· imbobh@roadrunner.com .:::r{ f ~ . Fax #: (760) 434-5596 ~ Mail Telephone Fax In Person D REMARKS: By: Chuck Mendenhall EsGil Corporation D GA D EJ D PC Enclosures: 7/1/14 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad PCR14-116 ( 13-1109) 7/8/14 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: PCR14-116 ( 13-1109) JURISDICTION: Carlsbad PROJECT ADDRESS: 2048 Ave of the Trees FLOOR AREA: 664 sq ft (new Basement) REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 7/8/14 FOREWORD (PLEASE READ): STORIES: 2 HEIGHT: no change DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/1/14 PLAN REVIEWER: Chuck Mendenhall This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2010 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2009 IRC, 2009 IBC, 2009 UPC, 2009 UMC and 2008 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad PCR14-116 ( 13-1109) 7/8/14 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: 1. 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. 2. 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. 1. Where special inspection is required, the designer shall complete the city's "Special Inspection Agreement". As was provided on the previously approved plans. 2. The revised plans do not include the full building sections as was previously provided on the approved plans. Include as part5 of the revised plans full building sections for the new construction. 3. The plans now include retaining walls of varying heights. See details 1, 1.1 & 1.2 on sheet S3. provide design calc's for each of these wall heights. The calc's provided by CASA Engineering are for the retaining wall footings only. There was no design for the stem walls and reinforcing of the walls. 4. Include with the plans structural design for the 8ft high restrained walls forming the tunnel as shown on sheet S-3.1 of the revised plans. 5. Include with the plans design calc's for the structural slab forming the top of the tunnel . 6. Detaii4/S-3.1 is referenced on sheet S-2 at the wall between the (E) TV room and the new storage room. This detail looks noting like the previous approved plans at Section Y-Y on sheet S-2. Why is this new detail different from what wall previously approved at the wall between the existing and new storage area? Please clarify. END OF PLAN REVIEW 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. 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 Chuck Mendenhall at Esgil Corporation. Thank you. Cadsbad PCR14-116 ( 13-1109) 7/8/14 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad 1109) PLAN CHECK NO.: PCR14-116 ( 13- PREPARED BY: Chuck Mendenhall DATE: 7/8/14 BUILDING ADDRESS: 2048 Ave of the Trees BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VB BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. basement 664 City Est Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance ..... Plan Check Fee by Ordinance ...,. Type of Review: D Complete Review 0 Structural Only 0Repetitive Fee .,... Repeats • Based on hourly rate Comments: D Other EJ Hourly EsGil Fee 1-----2~1 Hrs. @ • ($) $2oo.ool Sheet 1 of 1 macvalue.doc +