HomeMy WebLinkAbout1606 JAMES DR; ; CBR2020-0235; PermitBuilding Permit Finaled
Residential Permit
Print Date: 09/28/2021
Job Address:
Permit Type:
Parcel#:
Valuation:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Occupant Load:
Code Edition:
Sprinkled:
Project Title:
1606 JAMES DR, CARLSBAD, CA 92008-1956
BLDG-Residential Work Class:
1562110900 Track#:
$105,238.56 Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check#:
Plan Check#:
Addition
( City of
Carlsbad
Permit No: CBR2020-0235
Status:
Applied:
Issued:
Finaled Close Out:
Inspector:
Final Inspection:
Closed -Finaled
01/30/2020
03/11/2020
PBurn
09/28/2021
Description: CONROY: 604 SF ADDITION TO 1ST & 2ND FLOOR (2BED & 2BATH) // 232 SF COVERED PATIO
Applicant: Property Owner:
GREG JORDAN
PO BOX 947
CONROY FAMILY REVOCABLE TRUST 09-29-15
1606 JAMES DR
SOLANA BEACH, CA 92075-0947
(858) 775-5169
FEE
BUILDING PERMIT FEE ($2000+)
BUILDING PLAN CHECK FEE (BLDG)
CARLSBAD, CA 92008
ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL
GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION
MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL
PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL
SB1473 GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION-RESIDENTIAL
SWPPP INSPECTION FEE TIER 1-Medium BLDG
SWPPP PLAN REVIEW FEE TIER 1-MEDIUM
Total Fees: $1,935.09 Total Payments To Date: $1,935.09
CoApplicant:
ROBERT RATAJCZAK
3990 ALDER AVE
CARLSBAD, CA 92008-3601
(760) 224-8748
Balance Due:
AMOUNT
$647.30
$453.11
$66.00
$175.00
$92.00
$182.00
$5.00
$13.68
$246.00
$55.00
$0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as 11fees/exaction." 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 fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
Building Division Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
( City of
Carlsbad
RESIDENTIAL
BUILDING PERMIT
APPLICATION
B-1
Plan Che<kc.J2£2!'220-D23S
Est. Value IOo, 239 -j
PC Deposit-----------
0 ate J-:-:3)----=-aL_
Job Address~-'-/-""-'(-'~'-'(_··"-, ·_·,cc· ~Y-,_-~~-;_,-_~_\_· _·_\>_i_1_, vl-'C_-____ Suite: _____ APN: _. "-C::_( _-'1-~"'-1 _, _-_~_:-t'_-~/(_··_C_(~--·;
CT/Project#: __________________ Lot#: ___ _
,--·--
Fire Sprinklers: v~s / -~
BRIEF DESCRIPTION OF WORK: Ct:--q ,;:r
Remodel: Sf of affected ared Is the df'ea a conversion or change of use? Yes/ No
O Pool/Spa: ____ SF Additional Gi'\s or Elect1•ica! Features?
O Solar: ___ KW, Modules, Mounted: Roof I Ground, Tilt: Yes/ No, RMA: Yes/ No, Battery·. Yes/ No
Panel Upgrade: Yes/ No
..J Reroof: _______________________________________ _
..J Plumbing/Mechanical/Electrical Only:
:J Other:
Architect State License: ___________ _
LONTRACTOR BUSINES5
Name: ~ /2.oZA. j::_ ¼sfYUC-fu
Address: -~ "7 o /JaoVkr: A,ce,
City: 0«:: fr kJ State:.ffi_Zip: q '2&0 ~
Phone: 7" I,, O 2 '2 ':f -r:. t '1 ir
Email: z.,:.../<-u"' f
State License: 1J {f6 '2.7
iSec. 7031.5 Bu~1nes~ Jnd Prole~\1on~ Code· 1'1..n·1 C11y or County which requ1rp5 ,:; p,.-·rm,t to con.,tn,ct. ,11tf'f, 1rnp1ovt' ctfc'rr1ol1,h CH r;,p,11r dni' ,tructure<, pr,01 to 1r,
1>•,uame, ahu • quires the appl,c;ml fo( \uch pNmit t:. filp a s1sned ,;tat.•ment th.1t he ··,he .~ l1Ct'll\t'd pur~,1.-rnt to the p1 u-.,)1on:, ut thf' ContrJttor''. Liceri-..f> Li•"-
(C.h"'lph~r 9. rnmmend1n,", with St'ct1on 7000 c/ 01v1:;ion 3 ot the Busme~s al'ld Pr,)k,;,1e1n~ (odr I or th,1\ hr:/~hl' ir e~empt theretroni, ,lnd th,.-b<Vi1s tor the all,?ped
(',H•mpt,on t..nv ,,1O\-1t,or, al St>tl.,on 70-U ::, by ;in•, ,,ppl,cJnt tor ,1 pdrn11 •:ub,-,.1.', the· :iprhc,mt t0 ;; c1i1I pc,nc1ily of no·. 1litnP U1~n t,11o:c hui.d;':'d (joiL11, -.~soup
1635 Faraday Ave Carlsbdd, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558
( OPTION A) WORKERS'COMPEN~ATION DECLARATION.
I heorby affirm under penalty of perjury Q!1f. of the following declarations:
Q1 have and will m,,inl.im a cert1f1c,HP ot con\<•nt to wit m\ure for wo1k1,r< comprn,at1011 prov1dPd by Si>rt1on 3700 of 1hP L.ibor CodP for the P<•rform,in<t' of !ht>
work which th1> pprm1t I\ IS~UPd
01 h,ive .-111d will m,rn1t.im workN\ compen~,1t1on. a~ requ1rt>d by Section 3700 ot the Labor Codt>, for the perform.incl' ot tlw work for wh,ch th,~ p1.!r,l'l1t 1\ ,swed
My worke-rs' compPn\dlion rmur,rncr-c.irrwr ,;1r,d pol1ry n11mber MP: Insurance Companv Name:---~-------------------------
Policy No, __________ _ ___ hpiration Date:
~f1catf' ot ExPrnptwn· I certify th..it 1n the p!!rforni,;1nce of the work tor whKh th1~ permit 1~ 1~\Ued. f \hall not employ .tny person m ,1ny mannPr ~o ii\ to be conw
\UbJNt to thP worlw1 ,· (onipen\ation Law~ of Catiforn1<1 WARNING: Failure to secure workers compensation coveraee is unlawful, and shall subject an employer to
cr,mlnal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damaaes as pro11ided for in Section 3706 of the Labor Code,
interest and attorney'\ fees,
CONTRACTOR SIGNATURE: l&p=. -.-_JAGENT DATE: ------,1~--+-------------
1 OPTION B ): OIA/IIIJR!,H.IIJ_QER DECLARI\TIQ1'1:
I hereby affirm that I am exempt from Contractor's License Law for the following reason:
Qi .. i~ownPr ot thP property or my emplOyPe~ wilh WdBP~ds their ~ole compt.>n~at,on, will do lhP work and the ~tructurP b not intended or ottered for ,,111' ISPC
7044. Bu,mp~•. ,ttHl PrOf P~s1on, Codf': ThP Coniractor·, lfrpn~e Law do<>s not apply to ,in owner of propNty who build~ or improve\ ther£•on, ,rnd who does such work
h1m,elf or through h1\ own employee~, prov1dPd th,lf wch 1mp10Yt>nwn1~ MP not intended or offered for sale. !f, howPvf>f, the building or 1mprovf'mPnt 1~ c,old within
onf' yedf of complet1011, thP ownN builder will h;ive th<' burde-n of provmg th,11 hp drd not build or 1mprovt> fot the pu1pose of ,ole).
0 I, ,I\ owner of thP property, am t>•clu~•Y!!ly contr,1U1rlg with l1cPn,ed contr<1ctor, to con,truct tile pro;ect {Se< 7044, BtiSmpss ,ind ProfP'>\IOm Codp Tt11.'
Cofltrartor'~ L1cf'rhP l'1w doe, 11ot apply to .m owrier ol property who bwlds or improves thereon. and contrMI~ for ~uch pro1ecta; with contr.ictor/s) licPrhPd
purHunt to theContr,ictor', L1cenH• Low)
0 I am P~Prnpt undpr Sl•tt;on _ _ ____ ,,__ __ _ Bu,1np~ .. ,1nd Proft>s .. lOn~ CodP for th 1, 1pa'>on
1 I P>'r\on.illy pla11 to providt> !hf' rndJOr labo1 and matn1als for construction of the propo~ed property 1mpro11ement QYES Q NO
2 I /h,1w / h.ive not) ,1g11ed an ,1pphcat1on for .l bl11ld1ng pprm1t for thP proposed work
3 I h,ive cont1aclf>d with the following persor1 (firm) to prov1dp !he propo\ed comtrun1on (include name addres~ /phone/ contracton' IKPnSP numbPr)
4 I pl,,111 to provide portions of tht:' work. but I have hired the following person to coorduldlP, \UPPrv1se ,md provide thf> maJor work (1ncludt' namP / <tddres\ / phoni• /
coritr.ictor~· hcPnw number):
5. I will provide ,onw of tht' work. but I hdvf' contr,1cted !hired) tht> following per~on\ to pro..-idf' the work 1nd1catf'd (tncludf' namp / addre\s /phone/ !ypt' of work)
OWNER SIGNATURE: __________________ -.JAGENT DATE: _____ _
CONSTRUCTION tfNDING IIGJlll<:Y,IF .ANY:
I ht'tPby ,iffirm th,H tlwrt> l\ d con~truction lt->nd1ng .ig.•ncy for tht' performdl7Ct-> of the work th1~ permit 1) 1~)uf'd (SPc 3097 (1) C1v1I Code).
Lender'i Name: lender's Address:
ONLY COMPLETE THE FQLLOWING SfCTIONJQR NON-RESIDENTIAL. BUILDING P_EHMJJ5_ QNL'(:
h tht> .ipp!1c,rnt 01 futLH(• burldtrlp, occup,rnt reqt1ired to \ubrnil a bu"l1t'\S pl,m, ocutPly h,u.irdou\ matt>riah rt>g1str.it1on lorm or risk mJna~Pmt•nr .ind prf''H'nt1on
progr,1m undPr Section\ 25505, 25533 or 2SS34 of tht' Pr,,~ley T <tnner Haldrdom Sub\t,1nci:> Account Art7' Yes/ No
h thP ,1pplic.1nt or future building occup.1111 requ1r~•d to obtain d pPrnl+t from the d1r pollu!1on cont~ol d1\tfl(t or air qudlity man.igemrnt di)\r1ct) Yes/ No
I) thf' facility to be con ,tructed w1thtn 1,000 !Pet ot the outer boundary of a \thool site:> Yes/ No
IF ANV OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
APPUCANJ CER TIFl<;A TLQN:
I (Prt1fy thal I hdVf' r.-;1rl thP clppl1cat1on <1nd ,ta!P that ttw abovp ,nform,1t1011 1, correct ,ind that the information on thf' pl,in'> 1\ Mcuratf' I <tgret> to tomplv with clll
City ordlf\dn(P'> dlld St,itp law, rPl,tt1np; to buildinE'. COrht1uction.
l ht>reby authOntf' rppff'\\"nt.ltl\le of thf' Crty ofCarhbad to l'ntpr upan the abow,• m+>ntione-d prop{'rty tor 1mpei:t1or1 purpo'>e'>. I Al50 AGREE TO SAVE, INDEMNIFY ANO KEEP
HARMLESS THE CITY Of CARLSBAD AGAINST ALL UABILITIES, JUDGMENTS, COSTS ANO EXPENSES WHICH MAY !N ANY WAY ACCRUE AGAINST SAtDClTY IN CONSEQUfNCE OF
TH[ GRANTING Of THIS PfRM!T.OSHA: An OSHA pi'rrrnt 1<, fPquirf'd for l'~CdvdtlOll'> owr S'O' dPt'p ,1nd demoht1on or construction of \tructurt'~ over 3 stOrlt'\ 1n ht>ighl
EXPIRATION Every pt•rm11 1ssuf"d by thP Building Of11(1al undPr the prov1',l ~ of this Code ~h.ill e~pire by hm1tation <tnd become null and void 11 the bu1ldmgor work .iuthonzed
by wch p('rm1t 1<, not commenced within 180 day> from the date of such iwr r 11 the bu1td1nr, or woril <1uthor11ed by such pnm1t 1s '>Uspended or <tbandoned at any t1mP
,3ftpr thP work 1~ commt>nct>d for .-i J)Priod ol 180 d,1 '>
1
10b.4 4 Uniform Bui mg COdP)
APPLICANT SIGNATURE: DATE: ftt/zt
1635 Faraday Ave Carlsbad, CA Ph: 760-602-2719 Fax: 760-602-8558
( OPTION A): WORKERS'COMPENSATION DECLARATION:
I hearby affirm under penalty of perjury one of the following declarations: □ I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued.
O I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
My workers' compensation insurance carrier and policy number are: Insurance Company Name: ______________________ _
Policy No. --------------~Expiration Date: __________ _
□ Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come
subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to
criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code,
interest and attorney's fees.
CONTRACTOR SIGNATURE: __________________ LJAGENT DATE: _____ _
( OPTION B ): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's License Law for the following reason:
D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec.
7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work
himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
f'olas owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
//onhactor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
' pursuant to the Contractor's License Law).
□ I am exempt under Section ________ Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. □ Yes □ No
2. I (have/ have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/
contractors' license number):
s. I will provide some of the work, but I _.-,,,-:;:----~ allowing persons to provide the work indicated (include name/ address/ phone/ type of work):
DATE: 2,,/J 1 /wze; OWNER SIGNATURE: AGENT I
CONSTRUCTION LENDING AGENCY. IF ANY:
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued {Sec. 3097 (i) Civil Code).
Lender's Name: _____________________ _ Lender's Address: _____________________ _
ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes D No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? □ Yes D No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? □ Yes □ No
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
APPLICANT CERTIFICATION:
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all
City ordinances and State laws relating to building construction.
I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I Al50 AGREE TO SAVE, INDEMNIFY AND KEEP
HARMLESS THE CllY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF
THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is require exc ations over 5'0' deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the Building visions of this Code shall expire by limitation and become null and void if the building or work authorized
by such permit is not commenced within 180 d such permit or i the building or work authorized by such permit is suspended or abandoned at any time
APPLICANT SIGNATURE:
after the work is commenced for a period of niform Building e).
-,L-.....,L...,L-...---------=:::::=:::::::..._ __ DATE: -------¥-~/2_':?6_,+=7/µ'----J _
1635 Faraday Ave Carls Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov
Permit Type: BLDG-Residential Application Date: 01/30/2020 Owner: TRUST CONROY FAMILY REVOCABLE
TRUST 09-29-15
Work Class: Addition Issue Date: 03/11/2020 Subdivision: CA~LSBAD TCT#77-07
Status: Closed -Finaled Expiration Date: 01/24/2022 Address: 1606 JAMES DR
IVR Number: 24531 CARLSBAD, CA 92008-1956
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
Checklist Item COMMENTS Passed
BLOG-Building Deficiency No
BLDG-14 No
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout No
BLDG-34 Rough Electrical No
BLDG-44 No
Rough-Ducts-Dampers
06129/2021 06129/2021 BLDG-84 Rough 160807-2021 Passed Paul Burnette Complete
Combo(14,24,34,44)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-14 Yes
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout Yes
BLDG-34 Rough Electrical Yes
BLDG-44 Yes
Rough-Ducts-Dampers
07114/2021 07114/2021 BLDG-17 Interior 161894-2021 Passed Paul Burnette Complete
Lath/Drywall
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
0712712021 07127/2021 BLDG-14 162905-2021 Partial Pass Tim Kersch Reinspection Incomplete
Frame/Steel/Bolting/We
ldlng (Decks)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Dense glass 2x complete Yes
09128/2021 09128/2021 BLDG-Final Inspection 167414-2021 Passed Paul Burnette Complete
Checklist Item COMMENTS Passed
BLOG-Building Deficiency Yes
BLDG-Plumbing Final Yes
BLOG-Mechanical Final Yes
BLDG-Structural Final Yes
BLDG-Electrical Final Yes
Tuesday, September 28, 2021 Page 2 of 2
Building Permit Inspection History Finaled
(city of
Carlsbad
Permit Type: BLDG-Residential Application Date: 01/30/2020 Owner: TRUST CONROY FAMILY REVOCABLE
TRUST 09-29-15
Work Class: Addition Issue Date: 03/11/2020 Subdivision: CARLSBAD TCT#77-07
Status: Closed -Finaled Expiration Date: 01/24/2022 Address: 1606 JAMES DR
IVR Number: 24531 CARLSBAD, CA 92008-1956
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
03/02/2021 03/02/2021 BLDG-81 Underground 151733-2021 Partial Pass Paul Burnette Reinspection Incomplete
Combo(11, 12,21,31)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency No
BLDG-11 Foundation-Ftg-Piers No
(Rebar)
BLDG-12 Steel-Bond Beam No
BLDG-21 Yes
U nderg round-U nd erfl oo r
Plumbing
BLDG-31 Yes
Underground-Conduit Wiring
03/10/2021 03/10/2021 BLDG-11 152344-2021 Passed Tim Kersch Complete
Foundatlon/Ftg/Plers
(Rebar)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
04/21/2021 04/21/2021 BLDG-15 Roof/ReRoof 155533-2021 Passed Paul Burnette Complete
(Patio)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
06/17/2021 06/17/2021 BLDG-13 Shear 160099-2021 Passed Paul Burnette Complete
Panels/HD (ok to wrap)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
06/28/2021 06/28/2021 BLDG-27 Shower 160738-2021 Passed Paul Burnette Complete
Pan/Tubs
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-84 Rough 160689-2021 Failed Paul Burnette Reinspectlon Incomplete
Combo(14,24,34,44)
Tuesday, September 28, 2021 Page 1 of 2
DATE: 3/6/2020
JURISDICTION: City of Carlsbad
PLAN CHECK#.: CBR2020-0235
PROJECT ADDRESS: 1606 James Dr.
✓• EsG1I
SET II
PROJECT NAME: Conroy Residence Remodel & Addition
n LICANT 77C~1~
[8'.I 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 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'.I EsGil staff did not advise the applicant that the plan check has been completed.
D EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone#:
Date contacted: 5 \'()\:30(by6)1 ) Email:
Mail Telephone
0 REMARKS:
By: David Yao
EsGil
Fax In Person
Enclosures:
2/27/20
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
DATE: 2/17/2020
JURISDICTION: City of Carlsbad
PLAN CHECK#.: CBR2020-0235
PROJECT ADDRESS: 1606 James Dr.
SET: I
PROJECT NAME: Conroy Residence Remodel & Addition
-~LICANT %J~~IS
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.
[8J The check list transmitted herewith is for your information. The plans are being held at EsGil 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.
[8J The applicant's copy of the check list has been sent to:
Greg Jordan
D EsGil staff did not advise the applicant that the plan check has been completed.
[8'.I EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Greg Jordan Telephone#: 858-775-5169
Date contacted: ~\'"\\~ (by~ ) Email: gsjordandesign@gmail.com
Mail Telephone
0 REMARKS:
By: David Yao
EsGil
Fax In Person
Enclosures:
2/3/20
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK#.: CBR2020-0235
PROJECT ADDRESS: 1606 James Dr.
FLOOR AREA:
Add living 604 sf
Patio cover 232 sf
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: 2/17/2020
FOREWORD (PLEASE READ):
JURISDICTION: City of Carlsbad
STORIES: 2
HEIGHT:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 2/3/20
PLAN REVIEWER: David Yao
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 2019 edition of the California
Code of Regulations (Title 24), which adopts the following model codes: 2018 IRC, 2018 IBC,
2018 UPC, 2018 UMC and 2017 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 2018 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.
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 and the Carlsbad Planning,
Engineering and Fire Departments.
2. Bring TWO corrected set of plans and calculations/reports to EsGil, 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 only will not be reviewed by the
City Planning, Engineering and Fire Departments until review by EsGil is complete.
1. All sheets of plans must be signed by the person responsible for their
preparation. (California Business and Professions Code).
2. On the cover sheet of the plans, specify any items that will have a deferred
submittal (fire sprinklers/alarms, etc.). Additionally. provide the following note
on the plans: "Submittal documents for deferred submittal items shall be
submitted to the registered design professional in responsible charge, who shall
review them and forward them to the building official with a notation indicating
that the deferred submittal documents have been reviewed and that they have
been found to be in general conformance with the design of the building. The
deferred submittal items shall NOT be installed until their design and submittal
documents have been approved by the building official." (if applicable)
3. The floor plan (sheet 3) shows the window at south wall of the proposed bedroom
at upper level is number 3. It should be 5 (?). Please revise ii.
4. Glazing in the following locations should be shown on the plans as safety glazing
material in accordance with Section R308.4:
a) Glazing in doors.
5. Show the required ventilation for attics (or enclosed rafter spaces formed where
ceilings are applied directly to the underside of roof rafters). The minimum vent
area is 1/150 of attic area (or 1 /300 of attic area if at least 40% (but not more
than 50%) of the required vent is located no more than 3' below the ridge) and
remaining vents located at the lower third of the of the attic space. Show on the
plans the area reguired and area provided. Section R806.2.
6. Enclosed rafter spaces do not require venting if the following specific insulation
design is used, per Sections R806.5/EM3.9.6:
• If the insulation is air-permeable and it is installed directly below the roof
sheathing with rigid board or sheet insulation with a minimum R-5 value installed
above the roof sheathing. (or)
♦ If the insulation is air-impermeable and it is in direct contact with the underside
of the roof sheathing. (or)
♦ If two layers of insulation are installed below the roof sheathing: An air-
impermeable layer in direct contact with the underside of the roof sheathing and
an additional layer of air permeable insulation installed directly under the air-
impermeable insulation.
• In climate zones 3-15, air permeable insulation installed as part of one of the
previous insulation assemblies in unvented attics must comply with section
R806.5.5.2
7. Where eave vents are installed, insulation shall not block the free flow of air. A
minimum of 1" of air space shall be provided between the insulation and the roof
sheathing. To accommodate the thickness of insulation plus the required 1"
clearance, member sizes may have to be increased for rafter-ceiling joists.
Section R806.3. (if applicable)
8. Note on the plans: "Attic ventilation openings shall be covered with
corrosion-resistant metal mesh with 1/16" minimum to¼" maximum openings.
Section R806.1.(if applicable)
9. The soils engineer recommended that he/she review the foundation excavations.
Note on the foundation plan that "Prior to the contractor requesting a Building
Department foundation inspection, the soils engineer shall advise the building
official in writing that:
a) The building pad was prepared in accordance with the soils report,
b) The utility trenches have been properly backfilled and compacted, and
c) The foundation excavations, the soils expansive characteristics and
bearing capacity conform to the soils report."
10. Provide a letter from the soils engineer confirming that the foundation plan,
grading plan and specifications have been reviewed and that ii has been
determined that the recommendations in the soils report are properly
incorporated into the construction documents (see page 6 of the soil report).
11. Note on plans that surface water will drain away from building and show drainage
pattern. The grade shall fall a minimum of 6" within the first 10 feet. Section
R401.3.
12. Dimension on the plans the 30" clear width required for the water closet
compartment and the (minimum) 24" clearance required in front of the water
closet. CPC 402.5.
13. Provide a note on the plans: The control valves in showers, tub/showers,
bathtubs, and bidets must be pressure balanced or thermostatic mixing valves.
CPC Sections 408,409,410.
14. Specify on the plans: Water conserving fixtures: showerheads may not exceed
1.8 GPM of flow. CPC Sections 407, 408, 411, 412. Please revise the note on
sheet 1.
15. Specify on the plans whether the existing house was built before or after 1994.
For additions or improvements to a residence built before 1994, note on the
plans that existing "noncompliant" fixtures (toilets that use more than 1.6 gallons
of water per flush, urinals that use more than one gallon of water per flush,
showerheads that have a flow capacity of more than 2.5 gallons of water per
minute, and interior faucets that emit more than 2.2 gallons of water per minute)
shall be replaced. Certification of compliance shall be given to the building
inspector prior to final permit approval. California SB407.
16. Indoor water use. Show compliance with the following table, per CGC Section
4.303.1.
FIXTURE FLOW RA TES
IShowerheads 1 .8 gpm @ 80 psi
1. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi.
17. Note on the plans that when a shower is provided with multiple shower heads,
the sum of flow to all the heads shall not exceed 1.8 gpm @ 80 psi, or the
shower shall be designed so that only one head is on at a time. CGC Section
4.303.1.3.2.
18. Recycling. Note on the plans that a minimum of 65% of construction waste is to
be recycled. CGC Section 4.408.1. Please revise the note on sheet 1.
19. All domestic hot water piping to have the following minimum insulation installed:
½" pipe (1/2" insulation);¾" pipe (1" insulation); 1" to 1-½" pipe (1-½"
insulation). CPC 609.11 & ES 150.0U)
a) Additionally, the ½" hot water pipe to the kitchen sink, and the cold-water
pipe within 5' of the water heater both require 1" minimum insulation. ES
150.OU)
20. 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.
21. Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans.
• Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes □ No □
22. The jurisdiction has contracted with EsGil, 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 Error! Reference source not found. at
Es Gil. Thank you.
[DO NOT PAY -THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Carlsbad
PREPARED BY: David Yao
BUILDING ADDRESS: 1606 James Dr.
BUILDING OCCUPANCY: R3
BULDING AREA Valuation
PORTION (Sq.Ft.) Multiplier
remodel & add
Air Corditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb By Ordinance
Bldg. Permit Fee by Ordmance •
Plan Check Fee b~· Ordinance •
Tw:,e ofRe'tt'iew: 1.;; Complete Review
r Repetitive Fee "" ····· .., Repeats
r· Other
r Hourly
EBGilFee
r r r
Comments:
Reg.
Mod.
PLAN CHECK#.: CBR2020-0235
DATE: 2/17/2020
VALUE ($)
per city 105,239
105,239
J ,
1· Structural Only
1(7$420.@)
Sheet of
CBR2020-0235
1606 JAMES DR
Conroy Addition
1606 James Drive
Carlsbad, CA 92008
Structural Calculations -19262
Qualls Engineering
Structural Engineering Services
CONROY 604 SF ADDITION TO 1 ST & 2ND FLOOR (2BED
& 2BATH) // 232 SF COVERED PATIO
1562110900
1/30/2020
CBR2020-0235
GSJor anDesign
G egJordan
P .. Box.2265
Carlsb d, CA 92018
Phone: 58 775-5169
> 1---0
Qualls Engineering
Structural Engineering Services
GOVERNING CODE:
CONCRETE:
REINFORCING STEEL:
Project: Conroy Addition
Engineer: Andrew Leija
DESIGN BASIS
2019 CBC
f, = 2,500 psi (MINIMUM)
ASTMA615, F, = 60 ksi
Sheet: f /t)
Job #: _1:.:9c::2:::62::....,__
ILl'f /zo I f
Date:
SAWN LUMBER: DOUGLAS FIR LARCH, ALLOWABLE STRESS DESIGN P 2016 CBC.
ENGINEERED WOOD BOISE CASCADE OR EQUIVALENT
BCI WOOD "I' JOISTS -ICC-ESR 1336
BC VERSALAM 2.0E/L VL/LSL -ICC-ESR 1040
PROJECT SCOPE
Project consists of a proposed approximately 800 square foot two-story addition to ;an existing
two-story single family residence with attached garage located at 1606 James Drive; Carlsbad,
CA 92008. The proposed addition and existing residence are primarily constructiod utilizing
wood frame construction with 2x stick framed roof and typical slab on grade with rutned down
footings. There has not been a soils report provided for this project therefore the foundation
design will be based on minimum soils values per 2019 CBC chapter 18. '
Qualls Engineering
Structural Engineering Services
Design Loads;
Pitched Roof:
Dead Load ( DL)
Roofing
1/2" Plywood
Truss Framing
Insulation
1/2" Gyp. Bd.
Mech./Elcc.
Misc.
Project: Conroy Addition
Engineer: .;;.A;;;Lc.... ___________ _
5.0 psf
1.8 psf
4.0 psf
0.5 psf
2.2 psf
0.5 psf
LO psf
15.0 psf
Floor:
Dead Load ( DL)
Flooring
3/ 4" Plywood
Framing
Insulation
5/8" Gyp. Bd.
Mech./Elec.
Misc.
Live Load (IL)
She t: 2
Job ': 19262
Dab: -----
9.0 psf
2.3 psf
2.0 psf
0.5 psf
3.0 psf
1.5 psf
1.7 psf
0.0 psf
Live Load (LL)
LL = ,---,;;20,..0;;,psf (Reducible)
DL + LL -I 35.0jpsf
LL --_..;:;'"::;·O~psf (Reducible)
DL + ll = I 0.0lp,f
Walls:
Stud Walls
Exterior Stud Walls 15.0 psf
Interior Stud Walls 7 .0 psf
Allowable Soils Bearing Pressure:
ASBP = 1,500 psf@ 18 inches below lowest adjacent finished grade
Seismic:
Site Class: D
s, = 1.040
s, = 0.378
I',= 1.200
I',= 1.500
SMS = 1.248
SM,= 0.567
Response Redundancy pCs
So,/(R/1) Occupancy
Category
11
Importance Mod. Factor Factor
Factor,!
1.00
Wind Load: (Simplified Envelope Procedure)
Basic Wind 95 mph
Exposure: C
MWFRS
P = 0.6*).. "'Kzt*P530
Q,RFD): P=
(ASD): !' =I 17.0 psf
10.Zipsf
Component§ & Cladding
P = 0.6*A*Kzt*Pnct50
(LRFD): P =
(ASD): p =I 20.9 psf
12.s!psf
R
6.5
,=·
K.t::::
Ps30::::
Pnet30::::
p
1.3
1.29
10
13.2
16.2
( LIU•D ) ( ASD )
0.166 I 0.119
Qualls Engineering \ beet: 2L
Structural Engineering Services Project: C.oN/>.-:>y Jbb#: 112..~ z.
Engineer: >'\-L. ate:
Vertical Design Level: tz~c, 1=
D1,= /', psf LR= t.o psf LL= psf
Member: ,<tr{ -,
w,= 1~ /1~ (,>-tu)• '/7 r1..,f
r= ,., ' -W2=
t P,=
P2= Use: Z)((,
,I'
,,
" VlnllX= 2,','f lbs V.n= /Z J /3 lbs IJ
RL= i-,f lbs Mmax= -, I I ft-lbs M.u= 11'6 ft-lbs
RR=
,, lbs ln,q'd = If'> in4 I= ~ I in•
Member: R_g -l
,,,., ' W,= ~,Xtl(/~~1,,o)"" 'l'Z.-oYGF
~ 1 Wz= t P,=
., y/17/!>\/~(. P2= Use: s:
I, lie " Vmu= 3~(,0 lbs V,11= ,,~.,, lbs 'I 'I
R1, = 3~(eQ lbs Mmax = JJ</'((J ft-lbs M.u-; "' I~ ft-lbs
RR= " lbs lreq•d = 18 :1 in4 I= -, ... in'
i
I
Member: ~H -/ I
P, W,= "";._ (, n --u,) • Z-8D P'-1~ i
' ~A W2= h-'1t t ( I St '\o) • 1 S"/11,,f' i
P,= !l?.(1a,-1). ~ H,",.
P2= Use: :'-I XI 6
I, ~· " Vmax = 'J. 7ri lbs V.n= i.-s-z, lbs 'I 'I '
R1, = ,,,.,,-lbs Mmax= 'f'J'I I ft-lbs M.u= (, i) "I ft-lbs
RR= ~753 lbs lreq'd -If~ in' I= -i:rl in4
Member:
W,=
W2=
t t P,=
P2= Use:
I, ,,
'I 'I Vmax = lbs V.n= lbs
RL= lbs Mmax= ft-lbs M.n= ft-lbs
RR= lbs In,q'd = in4 I= in•
Qualls Engineering
Structural Engineering Services
Vertical Design Level:
De=
Member: F,-1
.,., ' r= --t
~(
l'f,' " I\
Re= rt)'{) lbs
" R•= lbs
Member: F6-I tf, ... ,
-----
_,
t 'I \3S t
L, l z.. ', " 1 'l
Re= <;"2.., 7 lbs
R•= " lbs
Member: f~-..
WI 1) I
~ ::::f::t t ~' \
I, /3 ,,
1 1
Re= />'co lbs
R•= "l 'j S:'t lbs
Member: 1"B -3
fl)'$' e,.,, ,,,..----t 8 t
L, I ;i It 1 'l
Re= l'-/v lbs
R•= II'/ lbs
i heet: j i'.
Project: to/\112.<>)'. Jbb#: 1qu,-z..
Engineer: ;11... ate:
/:' C<>O ,:,._
-Z..-0 psf LR= 'l--<> psf LL= 'iO psf
W,= /i,/t~f1,,()+'(o), 't,Ol'U
W,=
P,=
P,= Use: z_ ~12-<.>K. 11/z "fl
Vmax = S"e, D lbs V.u= 7, ,-z...s-. lbs
Mmax= 2.-1 D 3 ft-lbs M.u= ;o-r.~ ft-lbs
Irui•d = l. 'l in• I= I ~ B Jn4 I
W,= 11/i.(t.ot'lo)<b'Yi f1'5f ~ -..'7',._{/J'.f"k>j, ?\-s-1,l{'
W,=
P1=l'l(I.LOj ~ '!IU )( '!, :J> z,101'1 I
P,= Li,..r1. Use: 71' 'r, VS l OIL SXf
V max ::::: $;LT7 lbs V.n= ,-lbs
Mmax = -ft-lbs M,11= ~i-ft-lbs
Ireq'd = -in4 I= -in4
'II<' so· c l"XC.HC.C..
W,= (z.<>tlf•)t 8 'nfffF t (!r-11..o) ~ Z-IS-PL/'
W,=
P,= ~(H, b.) ~ 'foz ,r 3 "° '2-1 D VJ //,
P2= 4..1)..
Vmax::::: '2-'fN lbs
Mmax= -ft-lbs
-
Ireq'd = in'
W1= '" ft ,_(;.or 'IO) 0 80 (llf'
W2=
P,= v/.,_(-,_.w.o)~ .i-;,1.. ~. /80#
P,=
Vmax = / '{(p lbs
Mmax::::::: S"T(. ft-lbs
lrcq'd = I ?--in4
!
i
' I I (wi111,) Use: 31,)< Fz. vsl
V""= lbs
M.u= -ft-lbs
I= -in4
'I(" JC? l'l1 l X. ""1-U
•
Use: ;z: l'Z-
V.u= ,~ia.
Man= ~01 t.
I= ,. e
O/SL 1¾1t 7\bv(..
<LO
~Q)S
lbs ~I
ft-lbs
in4 I 2-,
Qualls Engineering beet: 5 L
Structural Engineering Services Project: C CN,._,, y Job#: /9U,z
Engineer: I¾--hte:
Vertical Design Level: FU><>/L
DL= t,-0 psf LR= -z..o psf IL -'i o psf
Member: F/1--I
...,, W,= t¼{101-'-1<>)1-91<,~IF f ?'i>ft.(S-V>~!") o/2-'(1,1 lf>
r= ---W2= t P1=
P2= Use: ~ 1,. >< /j y'b VJ"
~ 8."> v Vmax -S-2-1 (,. lbs V,n= ' ;,, lbs ,, 't
RL -I ?.'t I!! lbs Mmax-I I 1-.S-3 ft-lbs M,n= ; it. ls ft-lbs
R•= • lbs I"'l•d = I ':t ~ in• I= '1H' in4
Member: EH -i.
W,= 11/2-t 2 (zo,'io}t S ·~ 1 t"SF +-1~/t'l-{fffu,) ~~ 13 P r
---.... , --W2= t t P,=
P2= Use: ;; '. ,,. II 'Pg Vf'-
~ I l., f v Vmax = lfz,~I, lbs Van= f1lc17
'l 'i juz.,1r
lbs
Rr, = 'f 2-D (P lbs Mmax = IJ/Y.> ft-lbs M.n= ft-lbs
R•= " lbs lreq'd -2 'f.!, in• r-l'fi;t in' I
Member: I
' W,=
' W2= I
t t P,=
!
P2= Use:
,. ,.
1 1 V--lbs Van= lbs
RL -lbs M--ft-lbs M,11= ft-lbs
R•= lbs Ireqd -in• I= in4
Member:
W,=
W2=
t t P,=
Pz= Use:
,. ,. Vmax = lbs
1 1 Vau= lbs
R1, = lbs Mma.,i:.= ft-lbs M,n= ft-lbs
R.= lbs Ireq'd = in' I= in•
Qualls Engineering Project Title: Conroy Addition
4403 Manchester Ave #203
• Encinitas, CA 92024
Tille Block Line 6
...
DESCRIPTION: FB-1
CODE REFERENCES
Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10
Load Combination Set : ASCE 7-10
Material Pro erties
Analysis Method : Allowable Stress Design
Load Combination ASCE 7-10
Wood Species : Boise Cascade
Wood Grade : Versa Lam 2.0 3100 West
Engineer: AL
Project ID: 19262
Project Descr:
Fb+ 3,100.0psi
Fb-3,100.0psi
Fc-Pnl 3,000.0psi
Fc-Perp 750.0psi
Fv 285.0psi
Fl 1,950.0 psi
Beam Bracing : Beam is Fully Braced against lateral-torsional buckling
Span = 12.50 ft
E: Modulus of
Ebend-xx
Eminbend-
Density
Jasticily
2,000.0ksi
1,036.83ksi
41.760pcf
lied Loads Service loads entered. Load Factors will b applied for calculations.
Beam self weight calculated and added to loads
Uniform Load : D = 0.020, L = 0.040 ksf, Tributary Width= 7.50 ft, (FLOOR)
Uniform Load : D = 0.0150, Lr= 0.020 ksf, Tributary Width= 11.0 ft, (ROOF)
Uniform Load: D = 0.0150 ksf, Tributary Width= 8.0 ft, (WALL)
Point Load : E = 2 730 k @4.0 ft, (HOLD DOWN STRAP)
DESIGN SUMMARY
Maximum Bending Stress Ratio
Section used for this span
0.542 1
7x9.5
1,679.01 psi
3,100.00psi
+D+L+H
Maximum Shear Stress Ratio
Section used for this span
Load Combination
Location of maximum on span
Span # where maximum occurs
Maximum Deflection Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
=
=
=
=
6.250ft
Span# 1
0.166 in Ratio=
0.000 in Ratio=
0.466 in Ratio =
0.000 in Ratio=
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios
Segment Length Span# M V Cd CFN C; c, Cm
,0..+1
Length= 12.50 ft 0.362 0.219 0.90 1.000 1.00 1.00 1.00
..0"1...+I 1.000 1.00 1.00 1.00
Length = 12.50 ft 0.542 0.327 1.00 1.000 1.00 1.00 1.00
..0"1.r..+I 1.000 1.00 1.00 1.00
Length= 12.50 ft 0.387 0.234 1.25 1.000 1.00 1.00 1.00
..0..0.750Lr..0.750L ..+I 1.000 1.00 1.00 1.00
Length= 12.50 ft 0.485 0.293 1.25 1.000 1.00 1.00 1.00
..0..0.70E..+I 1.000 1.00 1.00 1.00
Length= 12.50 ft 0.301 0.187 1.60 1.000 1.00 1.00 1.00
Load Combination
Location of maximum on span
Span # where maximum occurs
905>=360
0<360
321 >=240
0<240
C t CL
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1,00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
Moment Values
M fb
8.87 1,011.22
14.73 1,679.01
13.17 1,500.93
16.49 1,879.34
13.11 1,493.71
• • 1 0.327: 1
7x9.5
= 93.14 psi
= 285.00 psi
+D+L+H
= 11.724 ft
= Span# 1
Shear Values
F'b V fv F'V
0.00 0.00 0.00 0.00
2790.00 2.49 ~.10 256.50
0.00 0.00 0.00 0.00
3100,00 4.13 93.14 285.00
0.00 0.00 0.00 0.00
3875.00 3.69 83.26 356.25
0.00 0.00 'o.oo 0.00
3875.00 4.62 104.26 356.25
0.00 0.00 0.00 0.00
4960.00 3.79 85.41 456.00
Qualls Engineering
4403 Manchester Ave #203
· Encinitas, CA 92024
Title Block Line 6
., ..
DESCRIPTION: FB-1
Load Combination
Segment Lenglh
..0.60D.0.70E..0.60H
Span#
Max Stmss Ratios
M V
Lenglh=12.50ft 1 0.226 0.138
Overall Maximum Deflections
Load Combination Span
<0.0.750Lr..0.750L <ti
Vertical Reactions
Load Combination
eral MAXimum
Overall MINimum
<O<+i
<O<l<+i
<O<lr<+i
<0,0.750Lr..0.750L<+i
<0..0.70E<+i
..0.600..0.70E.0.60H
DOnly
Lr Only
LOnly
EOnly
Project Title: Conroy Addition
Engineer: AL
Project ID: 19262
Project Descr:
Moment Values
Cd CFN Ci Cr Cm Ct CL M lb
1.000 1.00 1.00 1.00 1.00 1.00
1.60 1.000 1.00 1.00 1.00 1.00 1.00 9.83 1,120.50
Max.·-· Defl Location in Span Load Combination
0.4664 6.296
Support notation : Far k>ft ~ #1
Support 1
5. 77
1.856
2.839
4.714
4.214
5.277
4.139
3.003
2.839
1.375
1.875
1.856
Support2
. 7
0.874
2.839
4.714
4.214
5.277
3.451
2.315
2.839
1.375
1.875
0.874
F'b V
0.00 0.00
4960.00 2.79
Max.• • Defl
0. 000
Values in IPS
1
Shear Values
fv F'v
o.oo 0.00
si.91 456.00
Location in Span
0.000
Qualls Engineenng
4403 Manchester Ave#203
Encinitas, CA 92024
Ti le Block Line 6
I,
DESCRIPTION: FB-1
CODE REFERENCES
Calculations per NOS 2015, IBC 2015, CBC 2016, ASCE 7-10
Load Combination Set : ASCE 7-1 O
Material Pro ertles
Project Title: Conroy Addition
Enqineer: AL
ProJect ID: 19262
Project Descr:
Analysis Method : Allowable Stress Design
Load Combination ASCE 7-10
Fb+
Fb-
Fc-Prtl
Fc-Perp
Fv
3,100.0psi
3,100.0 psi
3,000.0psi
E : Modulus of lasticity
Ebend-xx 2,000.0ksi
Eminbend -1,036.83ksi
Wood Species : Boise Cascade
Wood Grade : Versa Lam 2.0 3100 West Fl
Beam Bracing : Beam is Fully Braced against lateral-torsional buckling
D 0.12
D 0.165 Lr 0.22
Span= 12.50 ft
~--~----~
750.0psl
285.0psi
1,950.0 psi Density 41.760pcf
A lied Loads Service loads entered. Load Factors will applied for calculations.
Beam self weight calculated and added to loads
Uniform Load: D = 0.020, L = 0.040 ksf, Tributary Width= 7.50 ft, (FLOOR)
Uniform Load: D = 0.0150, Lr= 0.020 ksf, Tributary Width= 1 t.O ft, (ROOF)
Uniform Load : D = 0.0150 ksf, Tributary Width= 8.0 ft, (WALL)
Point Load: E = 2.730 k@4.0 ft, (HOLD DOWN STRAP)
DESIGN SUMMARY
Maximum Bending Stress Ratio
Section used for this span
0.51l 1
5.25x11.25
1,591.81 psi
3, 100.00psi
+O+L -,Ji
6.250ft
Span# 1
Maximum Shear Stress Ratio
Section used for this span
Load Combination
Location of maximum on span
Span# where maximum oocurs
Maximum Deflection Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
=
0.133 in Ratio =
0.000 in Ratio=
0.373 in Ratio=
0.000 in Ratio=
Maximum Forces & Stresses for Load Combinations
Load Combihation Max Stress Ratios
Segmant Length Span# M V Cd CFN C1 c, Cm
.O+H
Length= 12.50 ft 0.343 0.239 0.90 1.000 1.00 1.00 1.00
.O<l+H 1.000 1.00 1.00 1.00
Length= 12.50 ft 0.513 0.358 1.00 1.000 1.00 1.00 1.00
.O<lr+H 1.000 1.00 1.00 1.00
Length= 12.50 ft 0.367 0.256 1.25 1.000 1.00 1.00 1.00
.0+0.750Lr+0.750l +H 1.000 1.00 1.00 1.00
Length= 12.50 ft 0.460 0.320 1.25 1.000 1.00 1.00 1.00
.0+0.70E+H 1.000 1.00 1.00 1.00
Length = 12.50 ft 0.285 0.207 1.60 1.000 1.00 1.00 1.00
Load Combination
Location of maximum on span
Span # where maximum occurs
1127>=360
0<360
401 >=240 0<240
CI CL
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
Moment Values
M lb
8.83 956.88
14.69 1,591.81
13.13 1,422.49
16.45 1,782.28
13.07 1,415.84
=
=
F'b
0.00
2790.00
0.00
3100.00
0.00
3875.00
0.00
3875.00
0.00
4960.00
•-
0.358: 1
5.25x11.25
101.96 psi
285.00 psi
+O+L-IH
V
0.00
2.41
0.00
4.01
0.00
3.59
0.00
4.49
0.00
3.71
11.588ft
Span# 1
Shear Values
rv F'v
0.00 0.00
61.29 256.50
0.00 0.00
101.96 285.00
0.00 0.00
91.11 356.25
.0.00 0.00
114.16 356.25
0.00 0.00
94.29 456.00
Qualls·Engineering
4403 Manchester Ave #203
Encinitas, CA 92024
Title Blocl< Line 6
,. '
DESCRIPTION: FB-1
Load Combination
Segment Length Span#
-o-0.60D-o-0.70E-o-0.60H
Length • 12.50 ft 1
Max Stress Ratios
M V
0.214 0.153
Overall Maximum Deflections
Load Combination
+O-o-0.750Lr-o-0.750L+H
Vertical Reactions
Load Combination
vera I MAXimum
Overall MINimum
+0-otl
+04.+H
+04.r-otl
+O-o-0.750Lr-o-0.750L +H
+D-o-0.70E-otl
-o-0,60D-o-0.70E-o-0.60H
DOnly
Lr Only
L Only
EOnly
Span
Project Tttle: Conroy Addition
Engineer: AL
Project ID: 19262
ProJect Descr:
Moment Values
Cd CFN C; c, Cm C t CL M fb
1.000 1.00 1.00 1.00 1.00 1.00
1.60 1.000 1.00 1.00 1.00 1.00 1.00 9.81 1,062.96
Max.•.• Dell Location in Span Load Combination
0.3735 6.296
Support nolation : Far left~ #1
Support2
5.
1.856 0.874
2.826 2,826
4.701 4,701
4.201 4.201
5.263 5.263
4.125 3,437
2,995 2.307
2,826 2.826
1.375 1.375
1.875 1.875
1.856 0.874
F'b V
0.00 0.00
4960.00 2.75
Max.· • Defl
0 000
Values In IPS
Shear Values
fv F'v
0.00 0.00
69.78 456.00
Location in Span
0.000
Qualls Engineering Project Title: Conroy Addition
4403 Manchester Ave #203
-Encinitas, CA 92024
TiUe Block Line 6
I II"
DESCRIPTION: FB-2
CODE REFERENCES
Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10
Load Combination Set : ASCE 7-1 O
Material Pro erties
Analysis Method : Allowable Stress Design
Load Combination ASCE 7-10
Wood Species : Boise Cascade
Wood Grade : Versa Lam 2.0 3100 West
Engineer: AL
Project ID: 19262
Project Descr:
Fb+ 3,100.0psi
Fb-3,100.0psi
Fe -Pnl 3,000.0psi
Fc-Perp 750.0psi
Fv 285.0psi
Ft 1,950.0psi
Beam Bracing : Beam is Fully Braced against lateral-torsional buckling
Span= 13.0 ft
E: Modulus of
Ebend-xx
Eminbend -
Density
/0
Jasticlty
2,000.0ksi
1,036.83ksi
41.760pcf
lied Loads Service loads entered. Load Factors will b applied for calculations.
Beam selt weight calculated and added to loads
Unttorm Load: D = 0.020, L = 0.040 ksf, Tnbutary Width= 1.0 ft, (FLOOR)
Uniform Load: D = 0.0150, Lr= 0.020 ksf, Tributary Width= 1.0 ft, (ROOF)
Uniform Load : D = 0.0150 ksf, Tnbutary Width = 8.0 ft, (WALL)
Point Load: E = 2.706 k@9.50 ft, (HOLD DOWN STRAP)
DESIGN SUMMARY
Maximum Bending Stress Ratio
Section used for this span
0.348: 1
3.5x9.5
1,728.18psi
4,960.00psi
Maximum Shear Stress Ratio
Section used for this span
Load Combination
Location of maximum on span
Span# where maximum occurs
Maximum Deflection
Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
+D+0.70E+H
9.489ft
Span# 1
0.318 in Ratio=
0.000 in Ratio=
0.434 in Ratio =
0.000 in Ratio•
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios
Segment Length Span# M V Cd CFN C1 Cr Cm
..O<H
Length= 13.0 ft 0.284 0.166 0.90 1.000 1.00 1.00 1.00
..O+L<H 1.000 1.00 1.00 1.00
Length= 13.0 ft 0.318 0.186 1.00 1.000 1.00 1.00 1.00
..O+Lr<H 1.000 1.00 1.00 1.00
Length= 13.0 ft 0.229 0.134 1.25 1.000 1.00 1.00 1.00
..O-o-0.750Lr-o-0.750L <H 1.000 1.00 1.00 1.00
Length= 13.0 ft 0.261 0.152 1.25 1.000 1.00 1.00 1.00
..O-o-0.70E<H 1.000 1.00 1.00 1.00
Length= 13.0 ft 0.348 0.230 1.60 1.000 1.00 1.00 1.00
Load Combination
Location of maximum on span
Span # where maximum occurs
489>=360
0<360
359>=240
0<240
CI CL
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
Moment Values
M lb
3.48 792.79
4.32 985.39
3.90 889.09
4.43 1,009.47
7.58 1,728.18
• •
= 0.230 : 1
3.5x9.5
= 105.09psi
= 456.00psi
+D+0.70E+H
= 12.241 ft
= Span# 1
Shear Values
F"b V . rv F'v
0.00 0.00 0.00 0.00
2790.00 0.95 42.64 256.50
0.00 0.00 0.00 0.00
3100.00 1.17 ·53.00 285.00
0.00 0.00 0.00 0.00
3875.00 1.06 47.82 356.25
0.00 0.00 0.00 0.00
3875.00 · 1.20 54.29 356.25
0.00; 0.00 '0.00 0.00
4960.00 2.33 165.09 456.00
Qualls Engineering
4403 Manchester Ave #203
. Encinitas, CA 92024
Title Block Line 6
DESCRIPTION: FB-2
Max Stress Ratios Load Combination
Segment Length Span# M V
<-0.60D<-0.70E<-0.60H
Length= 13.0 ft 1 0.298 0.193
Overall Maximum Deflections
Load Combination
+D<-0.70E<tl
Vertical Reactions
Load Combination
e I AXimum
Overall M!Nimum
+D<tl
+D+l<tl
+D+lr<H
+D<-0.750Lr<-0 .750L <ti
.0<-0.70E<tl
<-0.60D<-0.70E<-0.60H
DOn~
Lr On~
LOn~
EOnly
Span
1.000
1.60 1.000
1.00 1.00
1.00 1.00
Max. •. • Defl Location In Span
0.4341 6.680
Project Title: Conroy Addition
Engineer: AL
Project ID: 19262
ProJect Descr:
Moment Values
M lb
1.00 1.00 1.00
1.00 1.00 1.00 6.48 1,478.12
Load Combination
Support notation : Far left~ #1
Support 1
.5
0.729
1.070
1.330
1.200
1.363
1.580
1.152
1.070
0.130
0.260
0.729
Support2
.5
1.977
1.070
1.330
1.200
1.363
2.454
2.026
1.070
0.130
0.260
1.977
F'b
0.00
4960.00
I (
Shear Values
V Iv F~
0.00 0.00 0.00
1.95 86.03 456.00
Max." "Defl Location In Span
0 000
Values in IPS
0.000
Qualls Engineering
Structural Engineering Services
Level Component Weight (psi)
Main Roof 15
Roof Deck ·: ,15:.
Roof Exterior Wall 15
Interior Wall 7
Main Floor 20
Floor Deck !$ 2nd Floor Exterior Wall 15
Interior Wall 7
C, (ASD) W (lbs) V (lbs)
0.119 76,252 9,063
Level w. (kips) h,. (ft)
Roof 26.4 17
2nd Floor 49.9 8
L:
c, h,. X
0.02 17 0.75
Ps
10.2
North-South
Level Height (ft) Diaphragm
Dcnth /ft\
Roof Peak · 21 '
Roof 17 50
2nd Floor 8 50 ~,
Direction Governing Load
North-South Seismic I 6.4 nsf
East-West Sefamic 1 6.4 osf
Project: Contoy Addition
Engineer: AL
Lateral Analysis
Tribuhl"' Arca fft:t;
Tributary Tributary Weight IWeight
Length (ft) Height (ft) (lbs) (lbs)
·,. --tA8Q 17.700 .. .. 0 0
y,.j_ 13.365
26,399
9.0
. '· 64,. 9.0 4,032
·,•j;j \lj/'" · .. 23600
. 6 l .. 10.215 49,854 -,' ·_99,. ,"• 8.0 11.880
: ... !ro 8.0 2,800
,:, 76,252
w,1,,.•(k-ft) :1¥..!!.". v. (lbs) A<ea(ft) v. (psi)
Z:(W.h,. ',
449 0.53 4 799 1180 4.1
399 0.47 4,265 1,861 2.3
848 ,:, 6.4
k
0.17 1.0
Wind Check
. East-West
v. (psi) Level Diaphnlgm
Height (ft) Deoth /ft\
Roof Peak 21 .
1.7 Roof 17 28
1.7 2nd F'.loor 8 45
3.5 L:
Sheet
Job#:
Date:
v. (p, f)
3.1
1.9
5,01
t 2..
19262
Qualls Engineering
Structural Engineering Services Project: Conroy Addition
Engineer: -=-AL=---------
Lateral Design
Direction Controlling
Load
I North-South I Seismic l
V Dlract VDlrectly V OffHt V
Level v. (paf) Grid Trib Area (fti Cumulative (lbs) Above(lba) Above(lbs) ,, .. ,
A 0 0
Roof 4.1 B 2.399 -2399
2 399 -2 399
' •c•:· 781 0 0 781
2nd Floor 2.3
. 936· 2143 2399 4542
. \" ' 896 0 . 896
·• 1 031 3430
N,..._.,.oh Woll • Level Grld "'"" "'" ""'' ., .. , ""' "'"'' """ ., ... Tow ..,....,_
A -' ._._,, ,,, . ·.• 0 0
Roof El
C&D
II ·. " II , .. .. . . · CT 7.S 1.S
A -,;'.' . " 0
""'"""' • C
.. . • .. S.2S 5.25
0 0
D U,5 ll.5 11.S
Overturning Anal)"'i•
l'ii;'(ij1
B.Qoft, . ' 12nd Floorl •
Nottb.SOUth L,.mln (ft) M.,.(ft-1"-) RoofTrib(I\) FloorTr!b(ft) Add'l M,.,. (ft.tba) M.,.(ft-lbo} C(h)
A 0 ..,,, B n
C&D 7.S
A 0
B "' ,., C 0
D 11,5
"' "'
'" 0
"'
#N/A,
19,194
0
l9194
19194
" "-"' #N/A
46,638
0 0
0 .. ' 1 1745
l M ''" '-"' .. 0 0
IO ·t _. .M "'' (r,_')21
" 0
' ,;,,, . .. 13,.355 ♦,055
:·hcet:
Job#: 19262
)ate:
. h:2W SWT
DNO
'" ,1,M 6B
"" 1.00 .. • .., ,. '"' #Drv OI
"' 1.00 "
T ) HD "-,;,lty(lbo) OCR
"-000 000
" MSTOO "'' 0.47 .. MSTC52 ~45.'> 0.68
N-"' MO ,n HDU, ""' 0.82
N= 000 0.00
HOU• 4,565 0.70
Qualls Engineering heet: I 'l (_
Structural Engineering Services Project: Conrox Addition J,ob#: 19262
Engineer: AL )ate:
'
Lateral Design '
Direction Conltolllng
Loa•
I East-West I Seismic I
V Dln>et VDlrectly VOffHt V
Level v,. (pt,f) Grid Trtb Area (1'12} Cumulative (lbs) Above(lbs) Above(lbt) 'lbs'
" I 915 . 915
Roof 4.1 .
.• . . ,
2399 . 2399
4 1594 -1594
' 51• 915 0 1431
2.3 . ., ,•,.,,, 1352 2 399 . 3751 2nd Floor '4·, 1,,;"i 781 1 . · ',' . 2376 .. 1880 0 1680
&ut-Wnt w • ...., Gd< w .. , W.U2 "'"'' w ... w .. , w .. , "'"" ""'' Tow Ml...,_ . h:2w ... . ·.· ' ,, .. ,. s .,, "' <M 6R
Roof ,., ._ .,_5 .. ~ ,, s.s s.s "' 1.00 >E
• . .. ',, ,r:, •. •t'.'.,.'' 0 0 #DIV/01
1 .. ,,: ,,· . 6.75 325 "' 1 68
""''"""
,., ' -,,~ -,-_, ; " s, ,., 1.00 ,n
4 .,. 0 0 #DTVOI , .. , .. ,' 0 0 #DlVOI
Overturning Analysis
~ 1&1W.U~~f)1lntWaU~..t~11loof°;t!t:!}IPb>rD:1~1
8
Eu~We.i L.mln(l't) . Add'I M., (ft-lbl) M...(fl-tbs) RoofTrlb 'ft' PJoorTrlb rt Add'IM-1!l-llM) .,_, .... c,,,. T JIM\ HD c,, DCR
1 6.7S "' ""' ' ,.., I M I 920 ..,
Roof .., " "' 19,llM 8 -,-,, 64''" ,,,. '·"" ]· 2r, MS><" 3,455 0,0
• 0 0 0 . 0 0 0 No~ 000 000
1 .75 "' ' 18764 I ,.,. .. 7_137 2,780 ' HDU2 l,o75 . ., .., s.s "' 191<,M 31.1191 "" • .M 1214 '"' s HDUS s s 1.00
'"" 4 0 0 ' 0 0 0 0 N•~ 000 0.00 ... 0 0 A #NIA 0 0 0 N-600
I
'
!
•
Qualls Engineering i Sheet: l S::
Structural Engineering Services Project: . Job#: I 'tUe'2. .
Engineer: Date:
FOUNDATION DESIGN
AUowable Soils Bearing Capacity
Foundation design
1,500 psf
b = 15
d = 18
15
18
2#4
inch wide x'
inch deep £ oting with
topandbo om
Allowable Max Line Load
W m" = b X ASBP
Allowable Max Point Load
Pm.,= b x2dxASBP
Spread Footing Design
= 1,875 plf
= 5,625 lbs
Pm"= b2 xASBP
F2= 2 foot square footing with 3 # 4 each way@ btm
pmax = 6,000 lbs
F2.5 = 2.5 foot square footing with 3 # 4 each way@ btm
Pmax = 9,375 lbs
F3= 3 foot square footing with 4 # 4 each way @ btm
p = =x 13,500 lbs
F3 .. 5 = 3.5 foot square footing with 4 # 4 each way@ btm
Pmax;:::: 18,375 lbs
F4= 4 foot square footing with 5 # 4 each way @ btm
Pmax = 24,000 lbs
FS= 5 foot square footing with 6 # 4 each way@ btm
p = m.. 37,500 lbs
MAR 11 2020 (_ City of
Carlsbad
CERTIFICATION OF SCHOOL FEES PAID
This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior
to issuing a building permit. The City will not issue any building permit without a completed school fee form.
Project# & Name:
Permit #: CBR2020-0235 ===c..::.='--------------
P r o j e ct Address: 1606 JAMES DR -------------------
Assessor's Parcel #: 1562110900 ====.c_ _____________ _
Project Applicant: TRUST CONROY FAMILY REVOCABLE TRUST 09-29-15
(Owner Name)
Residential Square Feet:
New/Additions: ::.60::.4-'--------------------
Second Dwelling Unit: _________________ _
Commercial Square Feet:
New/Additions: -------------------
City Certification: City of Carlsbad Building Division Date: 03/09/2020
Certification of Applicant/owners. The person executing this declaration ("Owner'') certifies
under penalty of perjury that (1) the information provided above is correct and true to the
best of the Owner's knowledge, and that the Owner will file an amended certification of
payment and pay the additional fee if Owner requests an increase in the number of
dwelling units or square footage after the building permit is issued or if the initial
determination of units or square footage is found to be incorrect, and that (2) the Owner is
the owner/developer of the above described P. · c ), or that the person executing this
declaration is authorized to sign on behalf of th Own
I "ij Carlsbad Unified School District
6225 El Camino Real
Carlsbad CA 92009
Phone: (760) 331-5000
[;;:,;:! Encinitas Union School District
101 South Rancho Santa Fe Rd
Encinitas, CA 92024
Phone: (760) 944-4300 x1166
I'./;:! San Dieguito Union H.S. District
684 Requeza Dr.
Encinitas, CA 92024
Phone: (760) 753-6491 Ext 5514
(By Appl. Only)
! > :j San Marcos Unified Sch. District
255 Pico Ave Ste. 100
San Marcos, CA 92069
Phone (760) 290-2649
Contact: Katherine Marcelja
(By Appl.only)
I )] Vista Unified School District
1234 Arcadia Drive
Vista CA 92083
Phone (760) 726-2170 x2222
SCHOOL D STRICT SCHOOL FEE CERTIFICATION
(To be completed by the school district(s))
THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS
FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED.
The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder,
or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1
has paid all amounts or completed other applicable school mitigation determined by the School District. The
City may issue building permits for this project.
Signature of Authorized School District Official: Qr Chuvcnlll Ctwutw)
Date 2,/( \ ( 2-D Title S.\.)p.U lITT:Q h c,U V\+
Name of School District: __ .::;,,;,AR~.Ll=JSB--l'A'IIDMU!MNl~FI ... ED.,_,s.._c_H_O_OL_D_IS_T_R_lC_T ___ Phone 1 (p O -3 3 ( -5' DD 0
-C?.25 EL CAMINO REAL
Community & Economic D~~CA 82ll1'8ing Division
1635 Faraday Avenue I Carlsbad, CA 92008 I 760-602-2719 I 760-602-8558 fax I building@carlsbadca.gov
Brian Conroy
EAST COUNTY SOIL CONSlJLTA TION
Al\'D ENGINEERING, INC.
10925 HARTLEY ROAD. SUITE '"I"
SANTEE, CALffORNIA 92071
TEL. (619) 258-7901
1606 James Drive
Carlsbad, California 92008
Subject: Review of foundation Drawings, Plans and Details for
Proposed Two-Story Addition
1606 James Drive
Carlsbad, California 92008
February 25, 2020
Project No. 20-1106F4
Reference "Geotechnical Investigation for Proposed Two-Story Addition, Proposed Two-
Story Addition, I 606 James Drive, Carlsbad, California 92008", Project No. 20-
1106F4, Prepared by East County Soil Consultation and Engineering, Inc, Dated
January 17, 2020
Dear \1r. Conroy.
In accordance with your request, we have reviewed the foundation drawings, plans and details
prepared by G.S. Jordon Designs of Carlsbad. California and Qualls Engineering of Encinitas,
California for the proposed two-story addition at the subject site.
The foundation plan and details were found to be in accordance with the recommendations
presented in the referenced geotechnical report. Our firm should observe the foundation
excavations for proper size and embedment into competent bearing soils.
If we can be of fort her assistance, please do not hesitate to contact our office
Respectfolly Submitted,
Martin R. Owen, PE. GF
Geotechnical Engineer
FEB 2 6 2020
STORM WATER POLLUTION PREVENTION NOTES
1. ALL NECESSARY EQUIPMENT AND MAlERIALS SHALL BE
AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATlON
OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN
IS EMINENT.
2. lHE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION
CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
OF Tl1E CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING
RAINFALL.
3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CONTROL MEASURES AS MAY BE REQUIRED BY lliE CITY
INSPECTOR DUE TO INCOMPLETE GRADING OPERA TlONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
4. ALL REMOVABLE PROTECllVE DEVICES SHALL BE IN PLACE
AT TI-IE END OF EACH WORKING DAY v.1--IEN THE FIVE (5)
DAY RAIN PROBABILJTY FORECAST EXCEEDS FORTY PE CENT
(40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER
EACH RAINFALL
5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM
AGGREGATE.
6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER
PROTECTION BEST t.4ANAGEMENT PRACTICE MEASURES MUST
BE INSTALLED AND MAINTAINED.
7. THE CITY INSPECTOR SHALL HAVE TI--IE AUTHORITY TO ALTER
THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED
TO ENSURE COMPLIANCE ~TH CITY STORM WATER QUALITY
REGULATIONS.
OWNER'S CERTIFICATE:
I UNDERSTAND AND ACKNO'M.EDGE THAT I t.4UST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION
ACTIIJlTIES TO THE t.4AXlt.4Ut.4 EXTENT PRACTICABLE TO AVOID
THE MOBILIZATION Of POU.UTANTS SUCH AS SEDIMENT AND TO
AVOID THE EXPOSURE Of STORM WATER TO CONSTRUCTION
RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT AU TIMES,
COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION S'M"PP
THROUGHOUT THE DURATION OF THE CONS1RUCTION ACTl\JlTIES
UNTIL THE CONSTRUCTION 'NORK IS COMPLETE AND APPROVED
BYTHC~l20!
---·-~ OWNER(S)/O'ffl'.IER'S AGI
OWNER(S)/OWNER S AGENT NAME (SIGNATURE)
E-29
om
STORM WATER COMPLIANCE FORM
TIER 1 CONSTRUCTION SWPPP
E-29
~2J2Fo2.o5
SW
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Best Management Practice*
(BMP) Description ➔
CASQA Desigl'llllion ➔
Construction Activity
Grading/Son Disturbance
Trench ing/[xcovation
StockpH'1g
Drilling/Boring
Concrete/Asphalt Sawcutting
f_l Concrete Flatwan<
Paving
Conduit i e Installation
Stucco ortar Work
Waste Disposal
Staging/Lay Down Area
Equipment Maintenance and Fuelina
Hazardous Substa'l_CJ!' \.)se/Storage
Dewatering
Site Access Across Dirt
Other (list):
Instructions:
~ ~
Erosion Control '""'
~. o•
.£ ~(/) ·o :::i n 8, a
Sediment Cootrot BMPs
~
0
Trackir,g
ControtBMPs
0 O ,g ,g .., 2 2 5.~.!!~ ~ .. ~ ;g_ CDfr~c 8~8
11 ~ ~ i ~ I l-~~ l§ -g~il>
~.~ti':]]~cgf~ ~~it
woltnl I~ Ji B ~ ~ e,;g ~ in£ ~g' r;;&
I ~ii C
I ~i i
~lwl ~ 1-~ ~ ~ ~ -1~1~1~1~ J.. ,:., J.. J.. J.. (/) (/) (/) (/) (/)
0
1•
~ :,: w ' I>!
0 ' I>! l N ' ~
Non--Stoml Water Management BMPs
' I '. i]
~
~ '5 8
]§
c,,.:. -~ i ~o
~ ~
,g 1 •
il, E l ·! . ~
0 ii ~1;.~1 0 .!.! g ~ ia
~ ' !Q
w ' !Q
6
f ~
:§ 8, .0 o.2 ~~ r~ ' ii
Waste Management and Matenals
PollL!lioo Control BMPs
. ~ E o • 0 ., I _g
• ~ 0 = ~ ! ] I~~ ~ in Jt8
~-1~· i ~ 5 ~ CJ' 1' CJ'
:5! g 2 g 0 O o O Vl :::::E :C: :::::E Nini• ~~J ~ I I I I I i i i i i
1. Check the box to the left of all applicable construction activity (first column) expected to occur during constructioo.
2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwoter Quality Association (CASQA) designation number. or more B~Ps you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column.
Choose one
3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and ho"" to apply them lo the project.
SHOW THE LOCA T/ONS OF ALL CHOSEN BMPs ABOVE
ON THE PROJECTS SITE Pl.AN/EROSION CONTROL Pl.AN.
SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE
EROSION CONTROL Pl.AN.
-BM P's are subject to field inspection-
PROJECT~ON -
Site Addres:.k.t2ik :<-:.,~-.pf2 l
Assessor's Parcel NumbeJq;.,-Z..Jf :Cf(-0:
Emergency Contact:
Nome: _____________ _
24 Hour Phone: __________ _
Construction Threet to Storm Water Quality
(Check Box)
0 MEDIUM ~ LOW
].., ., .
_:,!~ ~ g' l5 a U:::::E ,,-~
a:> t'"\ ,. ~ ~· :, ,,
Page 1 of 1 ' REV 02/16
DETERMINATION OF Develoe_ment Services
(city of PROJECT'S SWPPP Land Development Engineering
TIER LEVEL AND CONSTRUCTION 1635 Faraday Avenue
760-602-2750 Carlsbad THREAT LEVEL www.carlsbadca.gov
E-32
I'm applying for: ~ in9 Permit;) n.Building Permit □ Right-of-way permit □ Other
Project Name:rr,t »->< 1:1r11 IV >roject ID: DWG #/CB#
Address: 11,~li-,, .'v ~" P'.fZ-, APN 11.I..:,-Uj~c,q-CDJisturbed Area: ,o I Ac (+fO~F) ~
Section 1: Determination of Project's SWPPP Tier Level SWPPP
(Check annlicable criteria and circle the corresoondina SWPPP Tier Level, then ao to section 2) Tier Level
Exem!/t -No Threat Project Assessment Criteria
My project is in a category of permit types exempt from City Construction SWPPP requirements. Provided
no significant grading proposed, pursuant to Table1, section 3.2.2 of Storm Water Standards, the
followina oermits are exemot from SWPPP renuirements: Exempt
), Electrical ), Patio ), Mobile Home ), Plumbing ), Spa (Factory-Made)
), Fire Sprinkler ), Mechanical ), Re-Roofing ), Sign ), Roof-Mounted Solar Array .................. ............. . ......................... ··············••·•···· ............................ ...........• . .................. . ..............•.
Tier 3-Significant Threat Assessment Criteria -(See Construction General Permit (CGP) Section I.B)*
□ My project includes construction or demolition activity that results in a land disturbance of equal to or
□
greater than one acre including but not limited to clearing, grading, grubbing or excavation; or,
My project includes construction activity that results in land disturbance of less than one acre but the
construction activity is part of a larger common plan of development or the sale of one or more acres
of disturbed land surface or,
□ My Project is associated with construction activity related to residential, commercial, or industrial Tier 3
development on lands currently used for agriculture; or
□ My project is associated with construction activity associated with Linear Underground/overhead
Projects (LUP) including but not limited to those activities necessary for installation of underground
and overhead linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire,
towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and
associated ancillary facilities) and include but not limited to underground utility mark out, potholing,
concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road,
tower footings/foundation, pavement repair or replacement, stockpile/borrow locations.
□ Other oer CGP
Tier 2-Moderate Threat Assessment Criteria: My project does not meet any of the Significant Threat
Assessment Criteria described above and meets one or more of the following criteria:
□ Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the
Carlsbad Municipal Code); or,
□ Project will 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 and project meets one or more of the additional following criteria: Tier 2
• 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
throuah Apr. 30).
\ril!r 1-Low Threat Assessment Criteria
~y project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt
ermit type per above and the project meets one or more of the following criteria: Tier 1
• results in some soil disturbance; and/or
• includes outdoor construction activities (such as roof framing, saw cutting, equipment washing,
material stockoilina, vehicle fuelina, waste stockpilina)
" Items listed are excerpt from CGP. CGP governs criteria for tnggers for Tier 3 SWPPP. Developer/owner shall confirm coverage
under the current CGP and any amendments, revisions and reissuance thereof.
SWPPP Section 2: Determination of Project's Construction Threat Level
Tier (Check applicable criteria under the Tier Level as determined in section 1, circle Construction
Level the corresponding Construction Threat Level, then complete the Threat Level
sianature block below)
Exempt -Not Applicable -Exempt
Tier 3 -High Construction Threat Assessment Criteria: Mt Project meets one or more of the
following:
□ Project site is 50 acres or more and grading will occur during the rainy season
□ Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed,
inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly
to an ESA High
□ Soil at site is moderately to highly erosive (defined as having a predominance of soils
Tiera with USDA-NRCS Erosion factors kf greater than or equal to 0.4)
□ Site slope is 5 to 1 or steeper
□ Construction is initiated during the rainy season or will extend into the rainy season (Oct.
1 -April 30).
□ Owner/contractor received a Storm Water Notice of Violation within past two years
Tier 3 -Medium Construction Threat Assessment Criteria Medium □ All projects not meeting Tier 3 High Construction Threat Assessment Criteria
Tier 2 High Construction Threat Assessment Criteria: Mt Project meets one or more of
the following:
□ Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or
within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an
ESA
□ Soil at site is moderately to highly erosive (defined as having a predominance of soils High
with USDA-NRCS Erosion factors k, greater than or equal to 0.4)
Tier 2 □ Site slope is 5 to 1 or steeper
□ Construction is initiated during the rainy season or will extend into the rainy season (Oct.
1-Apr. 30).
□ Owner/contractor received a Storm Water Notice of Violation within past two years
□ Site results in 10,000 sq. ft. or more of soil disturbance
Tier 2 -Medium Construction Threat Assessment Criteria Medium □ My project does not meet Tier 2 High Threat Assessment Criteria listed above
Tier 1 -Medium Construction Threat Assessment Criteria: Mt Project meets one or more
of the following:
□ Owner/contractor received a Storm Water Notice of Violation within past two years Medium □ Site results in 500 sq. ft. or more of soil disturbance
Tier 1 □ Construction will be initiated during the rainy season or will extend into the rainy season
(Oct.1-April 30)
Tier 1 -Low Construction Threat Assessment Criteria Low ~ My project does not meet Tier 1 Medium Threat Assessment Criteria listed above
I certif to the be'st of m knowled e that the above statements are true and correct. I will repare and submit an appropriate tier level SWPPP as determined above y y g p
prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the storm water best management
practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards at all times during construction activities for the permit type(s) checked above.
The City Engineer/Building Official may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown
that a lesser or higher SWPPP Tier Level is warranted.
City Concurrence: Yes No
(For City Use Only)
By:
Date:
Project ID:
E-32 Page 2 of 2 Rev. 2/16/16
(city of
Carlsbad
PURPOSE
CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
B-50
Development Services
Building Division
1635 Faraday Avenue
(760) 602-2719
www.carlsbadca.gov
This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance
requirements apply to their projects. The completed checklist must be included in the building permit application. It may be
necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate
full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach
to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as
specified by the ordinances.
NOTE: The following type of permits are not required to fill out this form
❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) 1 ❖ Pool
..i If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance,
an explanation must be provided to the satisfaction of the Building Official.
..i Details on CAP ordinance requirements are available on the city's website .
..i A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be
completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and
download the latest form.
Project Name/Building
Permit No.:
Property Address/APN:
Applicant Name/Co.:
Applicant Address:
Contact Phone: Contact Email:
Contact information of person completing this checklist (if different than above):
Name:
Company
name/address:
B-50
Contact Phone:
Contact Email:
Page 1 of 6 Revised 08/19
-•\,, ...... -•••II ...... ...., ........... _ .. , •• ....._._...,I ,...,. .......... I ........ • ...,..., .............. ._,. ....... , -• • ._,....,,...,.._. ..
Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project.
For alterations and additions to existing buildings, attach Building Permit Valuation worksheet.
Building Permit Valuation (BPV) from worksheet:$ ! D 5 2, ~0\-
~ Residential
□ New construction
. -\)g_ Additions and alterations:
□ BPV < $60,000
1:-BPV " $60,000 (
□ Electrical service panel upgrade only
□ BPV" $200,000
D Nonresidential
□ New construction
□ Alterations:
□ BPV" $200,000 or additions" 1,000
square feet
□ BPV" $1,000,000
□ "2,000 sq. ft. new roof addition
1. Energy Efficiency
A high-rise residential building is 4.or more stories, including a
Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor
area is residential use
2A, 3A, 1B, 2B,
4A 3B,4A
rl'llA N/A All residential additions and alterations ,, 1-2 family dwellings and townhouses with attached garages 1A, 4A ~ 4A only
•Multi-family dwellings only where interior finishes are removed
1A, 4A' 1 B, 4A' and significant site work and upgrades to structural and
mechanical, electrical, and/or plumbing systems are proposed
1 B, 2B, 3B, 4B and 5
1B, 5
1B,2B,5 Building alterations of" 75% existing gross floor area
2B, 5 1 B also applies if BPV" $200,000
Please refer to Carlsbad Municipal Code (CMG) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CALGreen) for
more inf rmation when completing this section.
See CMC se ,on 18.30.190. □ Exception: Home energy score~ 7
(attach certification)
Year Built
□ Before 1978
□ 1978 and later
etween 1978 and 1991
□ 1992 and later
Single-family Requirements Multi-family Requirements
Select one:
□ Duct sealin □ Attic insulation □ Cool roof □ Attic insulation
Select one:
□ Lighting package □ Water heating Package
Select one:
□ Duct sealin
Select one:
□ Lighting package
B. D Nonresidential• new construction or alterations? $200,000 building permit valuation,
or additions ? 1,000 square feet. □ N/A
l lmfritt->d R/1-=i/?OJ()
·c insulation □ Cool roof
□ Water heating package
See CMC 18.21.155 and CALGreen Appendix AS, Division A5.2-Energy Efficiency.
A5203.1.1 Choose one: □ .1 Outdoor lighting □ .2 Warehouse dock seal doors
□ .3 Restaurant service water heating (comply with California Energy Code section 140.5, as amended) □ NIA _________ _
□ .4 Daylight design PAFs □ .5 Exhaust air heat recovery
A5203.1.2.1
Choose one as applicable: □ .95 Energy budget □ .90 Energy budget □ N/A
A5211.1tt
□ On-srte renewable energy □ N/A
A5211.3tt
□ Green power (if offered by local utility provider, 50% minimum renewable sources) □ NIA
A5.212.1
□ Elevators and escalators □ N/A
A5.213.1
□ Steel framing □ N/A
'Includes hotels/motels and high-rise residential buildings
tt For alterations~ $1,000,000 BPV and affecting > 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply
with CMG 18.30.130 instead.
2. Photovoltaic Systems
A. D Residential new construction (for low-rise residential building permit applications submitted after 111120). Refer to 2019 California
Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic
requirement (28 below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(8)
(high-rise residential) or 18.30.170(8) (low-rise residential), increase system size by .3kWdc if PV offset option is selected.
Floor Plan ID (use additional CFA #d.u. Calculated kWdc'
sheets if necessary)
Total System Size:
k\Ndc = (CFAx.572) I 1,000 + (1.15 x#d.u.)
'Fomnula calculation where CFA = conditional floor area, #du= number of dwellings per plan type
If proposed system size is less than calculated size, please explain.
Exception
□
□
□
□
k\Ndc
8. D Nonresidential new construction or alterations ~$1,000,000 8PV and affecting ~75% existing floor area, or addition that increases roof
area by ~2,000 square feet. Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to
high-rise residential and hotel/motel buildings.
Choose one of the following methods:
□ Gross Floor Area (GFA) Method
GFA:
□If< 10,000s.f. Enter: 5 kWdc
Min. System Size:
□ Ill! 10,000s.f. calculate: 15 kWdc x (GFA/10,000) ••
kWdc
"Round building size factor to nearest tenth, and round system size to nearest whole number.
□ Time-Dependent Valuation Method
I Jnc'hit~d R/l";/J01()
Annual TDV Energy use: .. • ______ x .80= Min. system size: _____ kWdc
... Attach calculation documentation using modeling software approved by the California Energy Commission.
3. Water Heating
A. D Residential and hotel/motel new construction
Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section.
□ For systems serving individual dwelling units choose one:
□ Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise
residential only)
□ Heat pump water heater AND PV system .3 kWdc larger than required in CMG section 18. 30.130 (high rise
residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential)
□ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher
□ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors
□ Exception:
□ For systems serving multiple dwelling units, install a central water-heating system with all of the following:
□ Gas or propane water heating system
□ Recirculation system per CMG 18.30.150(8) (high-rise residential, hotel/motel) or CMG 18.30.170(8) (low-
rise residential)
□ Solar water heating system that is either:
□ .20 solar savings fraction
□ .15 solar savings fraction, plus drain water heat recovery
□ Exception:
B. D Nonresidential new construction
Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section.
□ Water heating system derives at least 40% of its energy from one of the following (attach documentation):
□ Solar-thermal □ Photovoltaics □ Recovered energy
□ Water heating system is (choose one):
□ Heat pump water heater
□ Electric resistance water heater(s)
□Solar water heating system with .40 solar savings fraction
□ Exception:
4
_,,., ..... , _._.., ,._,,_,,...._. -Ill I,,._.,_.,_,• 1.....-LI ..... I I I ,,..., I _.._., ,._,,._,,..,_,, ,.._., -• ,.,_,.,_,,..,.._,,_
esidential New construction and major alterations•
lease refer to Carlsbad Ordinance CMC section 18.21.140 when com letin this section.
One and two-family residential dwelling or townhouse with attached garage:
One EVSE Ready parking space required D Exception :
□ Multi-family residential· □ Exception ·
Total Parl<ing Spaces EVSE Soaces
Proposed Caoable Readv Installed
Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number)
EVSE Installed= Total EVSE Spaces x .50 (rounded up to nearest whole number)
EVSE other= Total EVSE spaces-EVSE Installed
(EVSE other may be "Capable," "Ready" or "Installed.")
Total
'Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation~ $60,000
or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit
valuation~ $200,000, intenor finishes are removed and significant site work and upgrades to structural and mechanical, electncal, and/or plumbing
systems are proposed.
B D Nonresidential new construction (includes hotels/motels) □ Exception ·
Total Parl<ing Spaces EVSE Soaces
Proposed Capable Ready Installed Total
Calculation· Refer to the table below·
Total Number of Parkinq Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces
□ 0-9 1 1
□ 10-25 2 1
□ 26-50 4 2
□ 51-75 6 3
□ 76-100 9 5
□ 101-150 12 6
□ 151-200 17 9
□ 201 and over 10 percent of total 50 oercent of Required EV Spaces
llnrh1tt~rl R/l'i/?019
5. 0 Transportation Demand Management (TDM): Nonresidential ONLY
An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT.
City staff will use the table below based on your submitted plans to determine whether or nor your permit requires a TOM plan. If TOM is applicable to your
pennit, staff will contact the applicant to develop a site-specific TOM plan based on the pennit details.
Acknowledgment:
Employee ADT Estimation for Various Commercial Uses
Use
Office (all),
Restaurant
Retail3
Industrial
Manufacturing
Warehousin
EmpADTfor
first 1,000 s.f.
20
11
8
4
4
4
EmpADTI
1000 s.f.,
13
11
4.5
3.5
3
1
1 Unless otherwise noted, rates estimated from /TE Trip
Generation Manual, 10thEdition
, For all office uses, use SAN DAG rate of 20 ADTl1,000 sf to
calculate employee ADT
, Retail uses include shopping center, variety store, supermarket,
gyms, pharmacy, etc.
Other commercial uses may be subject to special
consideration
Sample calculations:
Office: 20,450 sf
1. 20,450 sf I 1000 x 20 = 409 Employee ADT
Retail: 9,334 sf
1. First 1,000 sf= 8 ADT
2. 9,334 sf -1,000 sf= 8,334 sf
3. 8,334 sf/ 1,000 x 4.5 + 8 = 46 Em lo ee ADT
I acknowl
my permit
ed may be
nderstand t
to the City of Carlsba ' sportation Demand Management Ordinance. I agree to be contacted should
an is a condrtion of permit issuance.
Applicant Date:
Person other than Applic nt to be contacted for TDM compliance /if applicable):
Name (Pnnted): ___________________ _ Phone Number: _____ _
Email Address: ___________________ _
l lmhitPcl R/1-=i/?01 C) Ii
1..E:TTE:~ OF AUTHO~IZATION JAN 3 O 2020
I, BRIAN CONROY, AS Ol/l!NE:R OF THE: PROPERTY L.OCATE:D AT
1 606 JAMES DRIVE: IN CARL.SSAD CA, 'i :2008; DO HERESY
AUTHORIZE: (5,R!:(5, JORDAN (gsjordsndesign) TO ACT ON MY
SE:HAL.F FOR PURPOSES FIL.ING, AN APPL.ICATION FOR
SUIL.DING, PERMIT FOR THE: PROPOSED ADDTION TO MY HOME:
L.OCATE:D AT THE: ABOVE: MENTIONED L.OCATION.
(Homeo ner)