HomeMy WebLinkAbout2860 HOPE AVE; A; PC2023-0015; PermitBuilding Permit Finaled
Print Date: 11/28/2023
Job Address:
Permit Type:
Parcel#:
Valuation:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Occupant load:
Code Edition:
Sprinkled:
ProjectTitle:
2860 HOPE AVE, # A,
BLDG-Plan Check
2031302800
$82,079.36
Plan Check Permit
CARLSBAD, CA 92008-1895
Work Class:
Track#:
Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check#:
Plan Check#:
Residential
Permit No:
Status:
(city of
Carlsbad
PC2023-0015
Closed -Finaled
Applied: 04/20/2023
Issued: 06/22/2023
Finaled Close Out: 11/28/2023
Final Inspection:
INSPECTOR:
Description: PATT: REMODEL 904 SF & ADD 192 SF TO MAIN DWELLING & CONVERT DETACHED 518 SF GARAGE TO LEGAL ADU
FEE
BUILDING PLAN CHECK
Property Owner:
AIMS 2860 HOPE 2021 LLC
2860 HOPE AVE
CARLSBAD, CA 92008-1894
BUILDING PLAN REVIEW -MINOR PROJECTS (LDE)
BUILDING PLAN REVIEW -MINOR PROJECTS (PLN)
Total Fees: $850.92 Total Payments To Date:
Building Division
$850.92 Balance Due:
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov
AMOUNT
$558.92
$194.00
$98.00
$0.00
Pagelofl
(city of
Carlsbad
RESIDENTIAL
BUILDING PERMIT
APPLICATION
B-1
Plan Check
Est. Value
PC Deposit
Date
£(2,02.~-00JS_
82,._0]"l .~ ='"---
,S.S-8~'1.~2.~-
-1:¼ / zo/23
Job Addrcss. __ Z_8_:('"•_l' __ 1t_,.,_/_'-__ 4,_-<._,_~0-· •-,,,/~,,-~_._/.,.· _c_.,_f _7_z_,_.•_J Unit: / { D APN:. _ _:z_c...._,_·...::c..5_-_:_1..::.-_,_.' _._z_._:E._· __
CT/Project #:_P......,(,,._7-0""'"'~'2.::~?:>~----'Q"'-"O_l...,C:-~------·Lot #:. ____ Year Built; __ ...,ls..'.,_7_s_-'-i ___ _
D Solar: ___ Kl.'.J. ______ Modules, fvlouf'tcd:QRoof O <3round, Ti!:· 0 YON, RMA:OYO N,
B;ittery:OYO> N. Pane: Upgrade: Ov ON Fl,•rtric Meter number: ----
~er: ______ -=-~~::~=---::.=-_-_-___ _ _--~
APPLICANT (PRIMARY CON ACT)
-7' ,1 Name: c,.-, r.-., 1-.:-.
PROPERTY OWNER
Name: s ,,,A,\.(..
Address: -70 7 '-f (:✓-<; ·k I 1 ~ < ·,>,, ' .., ' Address: :: t; 4,0 ,-/ o :,.,,_ ,1✓ <-
City: Cu·klo 0 .,l' State: CA Zip: 9 2.c 'I City: Ce-!,~.), ' State:C.A-Zip:
Phone: ] /:, C -l.f O ,· -t O ~, C Phone: 7 (. C' •• :f (, ( -7 c,' C-0
EmaH: ________ __,= ________ Em.ail: . b·f11AO• /Jr_ ff--~-s:.i .~, r. ~ J. c_., ... ~v\
.c-._ _______ -7 811 cr;,pi11,-"
DESIGN PROFESS_IONAL I', , CONTRACTOR OF RECORD
Name: Dr Y¼...c:Y •"• \....1( <"." 1<; "'-Bu~incss Name: _ __.:,Cc::.'.;;.~:...•'l.:..'".c..:.'·--G.;;.o_..-_· .::.~_J,,._~_ ... _J_,_.•,_-, __ (;:....'_:__
Address: i/S:v1 Cr "4"~'1 (,41-, ,u,'c:(< Address: I S'C·:,. ·:v•I;·, 5-t
City: /4.u,:"" State'. ·,x Zip: 71:'7,~, City: s;" p,:~_,·c State: CA Zip: C>z ,c_s-
Phone: i -3 I O ... 'if C C; -/ 5 .. -z..o Phone: 7 oc c --Y I, f -;::_ .\" 5-· -,·
Email: d, V"l«· -'~ (7 cL1·>1.e.:.-, el~,,~-c.c•'l-1 Email: o,c·," J ( c--, 'j,J.,..,~ --k,,,-, Cc' (7,c,,ua_; i, L<"'"t
Architect State License: ( -2 > /7-7 CSLB License#: 9 B 'h, 7 2-Class: _ _,-"'>'------
Carlsbad Business License 11 (Required):(? l.-1) so \ ,,qq/-M,-26~
!:_ , -/I;; i:, ,.Jn;,
;\PPL/CANT ([R] /F/(ATION 'eel:,}) ~"alt ,,,v1 , 'l)' •~ 1.o;:HJ'•c:::~ ~,1: '1' ,> :J' .,,, ::!:':) •' • • r•• C:' c>},:r G<>u :•,ri• r~ ,.,t..:w:-::J•,..:,,-,,,' •Ii, n' i~, ,. ~....: ... ~.;t;•
o::::·;:;i::;:'• ,·:;· .. ·: :··~· ,,_ 'o•?:~-" ,, ~::~: -::-13·'r·1-~f-DATE: I 8 z 3
L ·11~1
THIS PAGE REQUIRED AT PERMIT ISSUANCc PLAN CHECK NUMBER: _______ _
A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICFNSEC CO'-JTRAC-OR OR A PROPERTY ow~rn. IF THE PERSON SIGNING
THIS FORM IS AN AGENT FOR ti fHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE.
'OPTION A): Uq_iy_s_~D CONTRACTOR DECLAR~.T!ON_;
: herf:b~1a1~ff nn l:.•1C:erpeno; ty'ofperju.'}1 that I am tic.ensEduntict pro·/!5ionso,i (hu,Jler 91 commencing wir fJ 5r.:'c t ion l000.JojDh1sionJ
::;j ~he 5uso'ncss end Pr::fessions CcdP, U!odmv /ice.r,se is ,'n fuii f c1·ct2 anG' ef(ecz. roisoaff:rmunderpenoi'tvof perjury one of the
foUowin':} decr'ar.J[iuns (CHOOSE ONE,:
·,·,-.,r~ ._,,,:c."'l th,-: p,~~r-,t 1: ·~:u .. •<l ~,):r.yr~c-._
-OR-
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Policy No _ewe QQ;,S-1/] 0/ ... ·---. __ £xp;rafonD;;. Ll.--Jlq l:icTc/ ·-------
-OR·
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~:i'.):\:ct ~c tt-e ,...,orkcs:::.· ccm;:,er ~.!hC'l ;..;,w~ r.,f Cilr'o·n,.:.. \Vt.RNING: F<1r!urc to securr• work-crs co:npf'n-:.1r1nn ,ovcrag~ is unlawful .,nd o;;h,.JII ~ub1cct an employer to
c.rimin.il f)(!nalties and eivil fmcs up to Sl00,OOO.OO, in ;.dd,t11Jn the to the co~t (Jf ,;:ompens.:lfi011, d.tmil1:c:. a:. provided for in $(,ction 3706 of the Labar (od<',
inte-rMt ,lnd .iittorn,ey'\; fr.~.
S:QNSTRUCl ION LEN_DING AGENCY, iF ANY:
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lender•~ Name ____________ ________ _ _lcr,Cer'r. Addre~:.:
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NAME (PRINT): Jt:6 k ¥\ l ~w s1GNATU E: ~ DATE: ~ I z_ 2. /z. 3
Noa:: rt the pe-rsor-'.!-1r,mnt; abov1> is .;n .Julhorized :igf'nt for th.-· cc~:ncto; prov id~ ,ctter of ;11.a:hor.1;'1tic-n on rontractor lctterhc;id_
(OPTION B): OWNER-BUILDE;l__[~E.Cl.ARATION:
I ilt•rcby affirm that I am exempt from ControUor ·s :. :cense Law far the foUowing reason: D I, d~ owne-::if,:-,.. prc::ie'":"i C'. my ,;mn:r.:ye~~ wi:I' ,..,.i&e:: ,, •. :-i,_,., ,•y c ,:er. c.:::rc;it ,,r:, _._., ,--:o t,.,c :.-erk .:!'1d t!·,r •:t, J<.1111,· 1~ r.v: -rt-ended or o"ferec fc:r s.:;I,;; '.ioc
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SIGN:
Note: If the.
--.--,-,--,-----DATE: ______ _
:ibm,e .:; an authonzt-d .i ('nt ~or th(l o crt own.•r in("l.J~e form S•Ei2 ~, n,•d by pro • ownrr.
Transmittal Letter
June 8,2023
City of Carlsbad
Community Development Department -Building Division
1635 Faraday Ave.
Carlsbad, CA 92008
Plan Review: Residential Remodel
Address: 2860 Hope Ave, Carlsbad CA
Applicant Name: Brion Patt Applicant Email: brion.patt@gmail.com
OCCPANCY & BUILDING SUMMARY:
Occupancy Groups: R-3/U
Occupant Load: N/A
Type of Construction: V-B
Sprinklers: No
Stories: I
Area of Work (sq. ft.): Remodel: 1424 sq-ft. Addition: 192 sq-ft
'Irt1e No1tl1
COMPLIANCE SERVICES
FINAL REVIEW
City Pennit No: PC2023-0015
True North No.: 23-018-318
Note: Addition was not part of the scope of work. Applicant to verify pennit application at city. ( to be
checked on final)
The plans have been reviewed for coordination with the permit application.
Valuation:
Scope of Work:
Floor Area:
Confinned
Confinned
Confinned
True North Compliance Services, Inc. has completed the fillil.! review of the following documents for the project
referenced above on behalf of the City of Carlsbad:
1. Drawings: Electronic copy dated June 5, 2023, by Peter DeMaria.
2. Structural Calculations: Electronic copy dated April 13, 2023, by Mohammed Namvar.
3. Energy Report: Electronic copy dated May 31, 2023, by Timothy Castairs.
Attn: Permit Technician, the scope of work on the plans has been reviewed for coordination with the scope of The
2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 !BC, UMC, UPC, and 2020 NEC,
as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing
Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. Please note
that our review has been completed and we have no further comments, however, we bring the following to
your attention:
1) The building official has allowed the ADU to be retro permitted per 1997 UBC,
True North Compliance Services, Inc.
3939 Atlantic Avenue Suite 224, Long Beach, CA 90807
T / 562.733.8030
Residential Remodel
2860 Hope Ave
June 8,2023
City of Carlsbad-FINAL REVIEW
City PennitNo.: PC2023-00IS
True North No.: 23-018-318
Page2
We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any
questions or if we can be offurther assistance.
Sincerely,
True North Compliance Services
Review By: Richard Moreno -Plans Examiner
Transmittal Letter
April 28, 2023
City of Carlsbad
Community Development Department -Building Division
1635 Faraday Ave.
Carlsbad, CA 92008
Plan Review: Residential Remodel
Address: 2860 Hope Ave, Carlsbad CA
AppDcant Name: Brion Patt Applicant Email: brion.patt@gmail.com
.. · ,jTrue North
-,. COMPLIANCE SERVICES
FIRST REVIEW
City Permit No: PC2023-0015
True North No.: 23--018-318
True North Compliance Services, Inc. has completed the review of the following documents for the project
referenced above on behalf of the City of Carlsbad. Our comments can be found on the attached list.
I. Drawings: Electronic copy dated March 19, 2023, by Peter DeMaria.
2. Structw:al Calculations: Electronic copy dated April 11, 2023, by Mohammed Namvar.
3. Energy Report: Electronic copy dated April 11, 2023, by Timothy Castairs.
Attn: Permit Technician, the scope of work on the plans has been reviewed for coordination with the scope of
work on the permit application. See below for information if the scope of work on plans differs from the permit
application:
Valuation:
Scope of Work:
Floor Area:
Confirmed
Confirmed
Confirmed
RECEIVED
APR 06 2023
CITY OF CARLSBAD
BUILDING DIVISION
Our comments follow on the attached Hat. Please call if you have any questions or if we can be of further
assistance.
Sincerely,
True North Compliance Services
Review By: Richard Moreno -Plans Examiner
True North Compliance Services, Inc.
3939 Atlantic Avenue Suite 224, Lang Beach, CA 90807
TI 562.733.8030
~
> 1--0
Residential Remodel
2860 Hope Ave
April 28, 2023
RESUBMITTAL INSTRUCTIONS;
Plan Review Comments
City of Carlsbad-FIRST REVIEW
City Permit No.: PC2023-0015
True North No.: 23-018-318
Page2
Please do not resubmit plans until all departments have completed their revieww. For status, please
contact bulldlng@carlsbadca.gov
Deliver THREE corrected sets of plans and TWO corrected calculatlonlfreports directly to the City of
Carlsbad Building Division. 1635 Faraday Ave., Carlsbad, CA 92008, (442) 339-2719. Tbe City will route the
plans to True North, Planning and Land Development Engineering Departments (if applicable) for continued
review.
Note: Iftbia project requires FIRE PREVENTION review, ensure that you follow their specific inatruction1
for resubmlttal review. Tbe City will not route plans back to Dennis Grubb & A880Ciates for continued Fire
Prevention review.
GENERAL INFORMATION:
A. The following comments are referred to tbe 2022 California Building, Mechanical, Plwnbing, Electrical
Codes, California Green Building Standards Code, and Energy Code (i.e., 2021 IBC, UMC, UPC, and 2020
NEC, as amended by tbe State of California).
B. There may be other comments generated by tbe Building Division and/or other City departments tbat will
also require your attention and response. This attached list of comments, then, is only a portion of tbe plan
review. Contact tbe City for other items.
C. Respond in writing to each comment by marking tbe attached comment list or creating a response letter.
Indicate which details, specification, or calculation shows tbe required information. Your complete and
clear responses will expedite tbe re-check.
D. Where applicable, be sure to include tbe architect and engin-'s stamp and signature on all sheets of the
drawings and on tbe coversheets of specifications and calculations per CBPC 5536.1 and CBPC 6735. This
item will be verified prior to plan approval.
OCCUPANCY & BUILDING SUMMARY:
Occupancy Groups: R-3/U
SeeA0.00 APPLICABLE
CODE INFO
NOTES (top
left comer)
Occupant Load: N/A
Type of Construction: V-B
Sprinklers: No
Stories: 1
Area of Work (sq. ft.): Remodel: 1424 sq-ft. Addition: 192 sq-ft
Note: Addition was not part of tbe scope of work. Applicant to verify permit application at city.
AR<;QITECTURAL COMMENTS;
General: See -
updated Al.
application
A2.
Permit application from the city does not reflect tbe proposed addition. Verify tbat tbe permit application
matches tbe scope of work on plans.
Sheet A0.00:
Resldentlal Remodel
2860 Hope Ave
City of Carlsbad-FIRST REVIEW
City Permit No.: PC2023--0015
True North No.: 23-018-318
Page3
April 28, 2023
SeeA0.00
APPLICABLE CODEINFO a)
NOTES (top
left comer) b)
Please update all 2019 references on notes to 2022 code cycle.
Revise the applicable codes to reference the 2022 edition of the California Building Standards
Code, instead of the 2021
R-values at
note changed
to R-15 and R-30
per Title 24 report
A3.
Mandatory
Measure
Pages removed.
See Sheet T-2
for current
Mandatory Measures per
Tltle 24 Report
See Sheet
A1.00 A4.
See SheetA5.
A3.01
See Note on A3.00
&A3.01 A6.
Sameas A7.
above fi,\
A9.
NIA
APPLICABLE CODE INFO
2022
c) The insulation values noted on note 6 does not reflect values on energy design sheets. Please update.
r1v1c.: 1,,0mpOC10on , .. , .. Qll n,n ~ penormeo l>Y ,no•YKWQIIS ov,er Inc<\ tne 50IIS flf'lq,n_. 01 rec-o,o un1e11 requnteo or 1ne -• .,..91
record ond app,'Owd by the City SuildirttJ Oh/1&,o,,
ot leost on tvmino,re on IJOQI ol thn
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
Please update CALgreen sheets to current 2022 code cycle.
-· REENIR&DING
!CTIOII .. OINDtAL
201 LI
RESJ_[)ENTIA
•!-=~------------. ::.:: Note: Existing garage on multi-family . zoned property has been functioning as Provide floor plans for approved garage to be converted to an ADU. a habltable unit. We are applying as
A3.01: B-46 allowable unit, not ADU approval
a) Note size and operation of all doors and windows for ADU.
Roof mounted equipment must be screened and roof penetrations should be minimized. City Policy 80-6
Per city policy, specify the roofing material to have a Class A fire classification.
The new non-residential building exceeds 5,000 sf. Revise the plans to specify automatic fire sprinklers to
be installed throughout.
Provide ventilation to the enclosing framing in the balcony. Openings shall provide a net free cross
ventilation and not less than 1/150 of the area of each space. CRC R317 .1.3
Residential Remodel
2860 Hope Ave
City of Carlsbad-F1RST REVIEW
City Permit No.: PC2023--0015
TrueNorlh No.: 23-018-318
Page4
April 28, 2023
See note at Section Dwg
on Sheet A5.00 a) Show the number of vents and calculation to justify the quantity is adequate to provide I square
See Notes on A3.00, feet of ventilation per 150 square feet of vented space. CRC R806.2.
A4.00, AS.00 &
Detall 4 on A6.00 b) Specify a I-inch minimum space between the bottom of the roof sheathing and the insulation. CRC
R806.3. See Notes on A5.00
& Det. 4 on A6.00 c) Ensure cross-ventilation is provided where the addition and existing roof occurs.
See Notes on A3.00, A4.00, Al 0. Provide manufacturer, ICC ESR number and underlayment for new roofing material.
A5.00 & Detail 4 on A6.00
MECHANICAL COMMENTS:
Ml. Mechanical information was not provided on the plan to reflect the proposed scope of work to demonstrate
See Sheet A3.00 code compliance per CRC RI06. l. l. Provide the following:
~~t~~i:iii~grd~zyAC a) Specify method of providing heating facilities capable of maintaining a minimum room
system and Gen. temperature of 68"F at a point 3 feet above the floor and 2 feet from exterior walls in the new
Contractor verification addition CRC R303 9 requirement • •
See Mech.M2.
Note2
on Sheet A3.00
M3.
b) Identify the size of the furnace, in kBTU or MBH. The furnace sball be sufficiently si:t.ed to
accommodate the addition plus the existing dwelling unit.
Clothed dryer exhaust ducts shall terminate on the outside of the building and equipped with a back-ooift
damper. CMC 504.4
Show the location of the dryer exhaust vent termination to confirm the following:
a) Exhaust duct termination is as follows per CMC 502.2:
See Floor plan and Mech i) 3 feet from a property line,
Note 3 on Sheet A3.00 ii) 10 feet from a forced air inlet, and
iii) 3 feet from openings into the building.
b) Unless otherwise permitted or required by the dryer manufacturer's installation instructions and
See Floor Plan and Mech. approved by the city, domestic dryer moisture exhaust ducts shall not exceed a total combined
Note 4 on Sheet A3.00 horizontal and vertical length of fourteen feet, including two 90-degree elbows. Two feet shall be
deducted for each 90-degree elbow in excess of two. CMC 504.4.2.1
ELECTRICAL COMMENTS:
El.
See Notes on SheetA3.02
See Notes on
SheetA3.02
E2.
See SheetA3.02
Copy the following notes onto the plan
a) All 120-volt, single phase, 15-and 20-ampere branch circuits supplying outlets installed in
dwelling unit kitchen, family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms,
sunrooms, recreation rooms, closets, hallways, or similar rooms or areas shall be protected by a
listed arc-fault circuit interrupter, combination-type, installed to provide protection of the branch
circuit. CEC 210.12
b) All 125-volt, 15-and 20-ampere receptacle outlets shall be listed tamper-resistant receptacles per
CEC406.12.
An electrical layout plan was not provided for review. Provide the following on the plans. Additional
comments may be required at the recheck:
a) Identify the location and size of the electrical main panel and any sub-panel(s) on the plan.
Residential Remodel
2860 Hope Ave
City of Carlsbad-F1RST REVIEW
City Pennit No.: PC2023--0015
True North No.: 23-018-318
Page5
April 28, 2023
See Sheet
A3.02
See Sheet
A3.02
See Sheet
A3.02
See Sheet
A3.02
See Sheet
A3.02
See Sheet
A3.02
See Notes on
Sheet
A3.02
See Notes on
SheetA3.02
b)
c)
d)
e)
f)
g)
h)
i)
Show receptacle outlets on the wall-spaces in the bedrooms, hallway, living room, and dining room
to be compliant with CEC 210.52. Receptacle outlets shall be located not more than 6 feet from
wall openings and 12 feet on center.
At the kitchen, provide receptacles such that the wall spaces along the kitchen cowitertop is no
more than 24 inches, measured horizontally, from a receptacle outlet. CEC 210.52(CX1).
i) Provide a GFCI receptacle on each side of the island cow,ter in the kitchen. CEC
210.s2(CXt).
ii) Specify all kitchen receptacles to be GFCI. CEC 210.8
In the bathrooms, provide GFCI receptacle outlets within 3 feet of the sink basin's edge per CEC
210.52(D) and 210.8.
At exterior spaces (such as porches and decks), provide a GFCI/WP receptacle outlet per CEC
210.52(E), 210.8, and 406.9(B).
Provide a GFCI and waterproof receptacle outlet at the front and rear of the building per CEC
210.8, 406.9(B), and 210.52(E).
Specify all garage receptacles to be GFCI. CEC 210.8.
Note on plans:
i) All 120-volt, single phase, 15-and 20-ampere branch circuits supplying outlets installed
in dwelling unit kitchen, family rooms, dining rooms, living rooms, parlors, h'braries,
dens, bedrooms, SWirooms, recreation rooms, closets, hallways, laundry room, or similar
rooms or areas shall be protected by a listed arc-fault circuit interrupter, combination-
type, installed to provide protection of the branch circuit. CEC 210.12
ii) All 125-volt, 15-and 20-ampere receptacle outlets shall be listed tamper-resistant
receptacles per CEC 406.12.
See Sheet A3.02
Provide at least one wall switched-rontrolled lighting outlet in the following location per CEC
210.70(A). Show the location for light fixtures and light switches.
i) Habitable rooms
ii) Bathrooms
iii) Hallways
iv) Stairways (3-way switch required)
v) Attached Garages
vi) Outside at the exterior side of exterior doors.
vii) Storage or equipment spaces, such as attics, widertloor spaces, utility rooms, and
basements.
PLUMBING COMMENTS:
NA-gutter§. Pl. Overflow roof drains shall tenninate in an area where they will be readily visible and will not cause damage
to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum
above the roof drain. City Policy 84-35
Residential Remodel
2860 Hope Ave
City of Carlsbad-FIRST REVIEW
City Permit No.: PC2023-0015
True North No.: 23-018-318
Page6
April 28, 2023
P2. SeeA3.00
Provide the following note for the use of recycled water for irrigation: Toe City of Carlsbad requires the
installation of a ''bypass tee and associated ball valves" be installed above grade on the main water supply
line before it enters the building. Please include the location and specifications for this fitting on the
plumbing plans. (The City Engineer has a detail available, Standard drawing W35).
GREEN BUILDING COMMENTS:
01.
See Sheet
T-1 & T-2
02.
See Sheet
A1.00
CALGreen mandatory measures are required for residential projects that increases the conditioned space
per COBC 301.1.1.
a) Incmporate mandatory measures specified in Chapter 4 of the 2022 COBC onto the plan set or
download the mandatory checklist from the following link: https://aiacalifornia.org/calgreen-
checklists/
b) Reproduce the residential occupancies application checklist onto the plan sheets.
Climate Action Plan requirements apply to all new structures, residential additions/remodels equal to or
exceeding $60,000 in valuation, and commercial City of Carlsbad requires that all projects that qualify for
CAP compliance will require a completed Climate Action Plan (CAP) Consistency Checklist (city form B-
50) to be completed by the APPLICANT.
a) For plans submitted to the City the following Climate Action Plan requirements apply, per Carlsbad
ordinance:
b) Toe applicant is to fill out the B-50 CAP Consistency Checklist. The scope of work and project
valuation will determine which sections of the CAP are required.
c) Plan examiners review the B-50 CAP Consistency Checklist for completion. For example: If new
residential construction is the scope of work, CAP sections 2A, 3A, and 4A are required to be filled
on the B-50 checklist.
ENERGY COMPLIANCE COMMENTS;
See T-1 & T-2
Tl.
See T-1 & T-2
T2.
See A3.02T3.
Energy design sheets combined both ADU and main dwelling. Mechanical writ used to model the building
envelope cannot be used to combined two writs in one design. Verify that the energy design show separate
mechanical writs for two separate condition zones.
Energy design condition area does not match netiher main home nor ADU. Please coordinate design sheets.
-
a)
• . -----· ·-·
For exterior lighting, specify lwninaires to be high efficacy and shall meet the following
requirements, as applicable per CEnergyC 150.0(k:)(3):
i) Controlled by a manual ON and OFF switch that does not override to ON the automatic
actions ofltems b) or c) below; and
Residential Remodel
2860 Hope Ave
City of Carlsbad-FIRST REVIEW
City Permit No.: PC2023-0015
True North No.: 23-018-318
Page7
April 28, 2023
SeeA3.02
SEEA3.02
b)
c)
ii)
iii)
Controlled by photocell and motion sensor. Controls that override to ON shall not be
allowed unless the override automatically reactivates the motion sensor within 6 hours; or
Controlled by one of the following methods:
(I) Photocontrol and automatic time switch control.
(2) Astronomical time clock.
(3) Energy management control system.
Revise plans to show exhaust fan and light fixture to be separately switched per CEnergyC
150.0(k)(2)(G).
For recessed luminaries, specify fixtures to be listed for zero clearance insulation contact (lC) by
UL or other nationally recognized testing/rating laboratory. CEnergyC 150(k)(8).
See Notes A3.02 T4. On the cover sheet, list all HERS inspection features and special features required. Please coordinate with
See A3.02TS.
the Energy Report.
On electrical plans show that the kitchens require exhaust fans to comply with table 150.0-G. Show exhaust
fan or a ducted range hood and specify CFM rating on plans. Exhaust fan must be ducted to the exterior of
the building.
STRUCTURAL COMMENTS:
S 1. Approved plans for the ADU conversion was not provided. Verify that structural plan sheets are coordinated
with the proposed remodel and provide framing plans for any new interior wall connection detail or show
new headers and connection to headers for new openings.
If you have any questions regarding the above comments, please contact Richard Moreno via email
richardm@tncservices.com or telephone (562) 733-8030.
(END]
NAMVAR ASSOCIATE
231 VISTA DEL MAR, SUITE D
REDONDO BEACH, CA 90277
(310) 540-7788
RECEIVED
JUN , 5 2023
CITY OF CARLSBAD
BUILDING DIVISION
STRUCTURAL CALCULATIONS
FOR
SINGE FAMILY RESIDENCE
2860 HOPE AVENUE
CARLSBAD
BRION PATT
APRIL 13, 2023 JOB#: 92235
04/IB/23
• I
>-,_ -0
NAMVAR ASSOCIATE
231 VISTA DEL MAR, SUITE D
REDONDO BEACH, CA 90277
(310) 540-7788
PAGE: I
ROOF ROOF /VAULT'D
TILE / SHINGLE TILE/ SHINGLE/ FLAT
ROOFING 10 6 ROOF'G 10 6 0
BUILT UP 0.5 0.5 BUILT UP 0.5 0.5 4
SHT'G 1.5 1.5 SHT'G 1.5 1.5 2
ROOF RFTR 2 2 ROOF RFTR 2 2 2
LIVE LOAD 20 20 INSULATION I I I
TOTAL LOAD 34 @ DRY HALL 3 3 3
LIVE LOAD 20 20 20
TOTAL LOAD 38 34 32
EXT.WALL WALL
STUCCO I HOOD SIDN'G INT. HL / PARTY HL
EXT.HL 10 3 DRYHALL 3 3
SHT'G I I STUD 2
STUD 2 2 INSULATION 0 I
INSULATION I DRYHALL 3 3
DRYHALL 3 LIVE LOAD 0 0 3 (ij LIVE LOAD 0 0 TOTAL LOAD 9
TOTAL LOAD @ 10
FLOOR BALCONY ROOF DECK
HOOD I TILE / PL YHOOD TILE 12 TILE 12
FLR'G 6 12 2 SHT'G 2 SHT'G 3
SHT'G 2 3 0 JST 3 JST 3
JST 4 4 3 STUCCO 10 INSULATION
INSULATION 0 0 I LIVE LOAD 60 DRYHALL 3
MISC I 0 2 LIVE LOAD 40 TOTAL LOAD 87
DRYHALL 3 3 0 TOTAL LOAD 62
LIVE LOAD 40 40 40
TOTAL LOAD 56 62 48
CEILING TRELLIS DECK
CEILING JST 2 FRAMING 4 DECK'G 5
INSULATION LIVE LOAD 20 SHT'G 3
DRYHALL 3 LIVE LOAD 60
TOTAL LOAD 24
LIVE LOAD 10 TOTAL LOAD 68
TOTAL LOAD 0
NAMVAR ASSOCIATES
231 VISTA DEL MAR, SUITED
REDONDO BEACH,CA 90277
(310) 540-7788
CLIENT :BRION PATT
JOB :REMODEL & ADDITION
JOB ADD:2860 HOPE AVENUE, CARLSBAD
Cale# 1 RF RFTR@ 16'' O.C.
(BM 1 AISC,8th EDITION)
L(Ft)=7.5
W (#/Ft)= 40 = 30/C \. 3 3
Fb USED= 1050 AAA
Fv USED= 95
RL= 150 RR= 150
Shear=0 at 3.75 Ft. From LEFT Support
Max. M= 3375 in. lb.
S REQ'D= 3.214286 INA3
A REQ'D= 2.078947 INA2
I REQ'D= 4.746094 INA4(L/240)
E USED= 1600000
Cale# 2 CLG BM@ EXIST'G LAUNDRY@ REMOVED WALL
(BM 1 AISC,8th EDITION)
L (Ft)= 7 . _
w (#/Ft)= 106.5 =3ox7/2xl-~._,,-"'f{.,x7,'-:J/2.
Fb USED= 1000 AAA
Fv USED= 95
RL= 37 ✓,_75 RR= 372.7S
Shear=0 at 3.5 Ft. From LEFT Support
Max. M= 7827.75 in. lb.
S REQ'D= 7.82775 INA3
A REQ'D= 5.114803 INA2
I REQ'D= 9.669573 INA4(L/240)
E USED= 1700000
JOB#: 92235
DATE: 04-11-2023
PAGE: 2.
• 2 x 6 DF#2 e,.::> \ l., o. C..
S= 7.5625
A= 8.25
I= 20.79688
DFL = .085 In.
4 x 6 DF# j
S= 17.64583
A= 19.25
I= 48.52605
DFL = .069 In.
NAMVAR ASSOCIATES
231 VISTA DEL MAR, SUITED
REDONDO BEACH,CA 90277
(310) 540-7788
CLIENT :BRION PATT
JOB :REMODEL & ADDITION
JOB ADD:2860 HOPE AVENUE, CARLSBAD
Cale# 3 HDR@ LAUNDRY SUPPORTING #2
(BM 1,8 AISC,8th EDITION)
L (Ft) = 5. 5 r A-lu;,.
W (#/Ft)= 60, 3ClK '1 /z
Pl (#) = 373
Al (Ft to Left Support)= 1.5
Fb USED= 1000 AAA
Fv USED= 95
RL= 436.2728 RR= 266.7273
Shear=0 at 1.5 Ft. From LEFT Support
Max. M= 7042.909 in. lb.
S REQ'D= 7.042909 INA3
A REQ'D= 6.612201 INA2
I REQ'D= 6.102517 IN'4(L/240)
E USED= 1700000
JOB#: 92235
DATE: 04-11-2023
PAGE: 3
4 X 4 DF#2
*S= 7.145834
A= 12.25
I= 12.50521
DFL = .134 In.
L1 e, E -'-i 1-~ .. I
Cale# 4 CLG BM@ EXIST'G OFFICE SUPPORTING RIDGE/HIP
(BM 1,8 AISC,8th EDITION)
L (Ft)= 7 w (#/Ft)= 21• lvxl.33
Pl (#) = 378
Al (Ft to Left Support)= 3.5
Fb USED= 1000 AAA
Fv USED= 95
RL= 262.5 RR= 262.5
Shear=0 at 3.5 Ft. From LEFT Support
Max. M= 9481.5 in. lb.
S REQ'D= 9.481499 INA3
A REQ'D= 3.992763 INA2
I REQ'D= 9.751289 INA4(L/240)
E USED= 1700000
4 X 6 DF# \
S= 17.64583
A= 19. 25
I= 48.52605
DFL = .07 In.
NAMVAR ASSOCIATES
231 VISTA DEL MAR, SUITED
REDONDO BEACH,CA 90277
(310) 540-7788
CLIENT :BRION PATT
JOB :REMODEL & ADDITION
JOB ADD:2860 HOPE AVENUE, CARLSBAD
Cale# 5 CLG BM@ REMOVED WALL@ OFFICE
(BM 1 AISC,8th EDITION)
L (Ft)= 12. 5 ,,A-1(,,,, •
w (#/Ft)= 210,3oxI3/zx\.2.!:> -tl, x\e:,/?.
Fb USED= 1350 ---
Fv USED= 85
RL= 1312.5 RR= 1312.5
Shear=0 at 6.25 Ft. From LEFT Support
Max. M= 49218.75 in. lb.
S REQ'D= 36.45833 IN-3
A REQ'D= 20.84559 IN-2
I REQ'D= 115.3564 IN-4(L/240)
E USED= 1600000
Cale# 6 CLG BM@ REMOVED WALL@ BATH
(BM 1 AISC,8th EDITION)
L (Ft)= 8.5
W (#/Ft)= 135 •~OK"'t/z.x\,2,; tt,.~4/z
Fb USED= 1000 ---
Fv USED= 95
RL= 573. 75 RR= 571. 7S
Shear=0 at 4.25 Ft. From LEFT Support
Max. M= 14630.63 in. lb.
S REQ'D= 14.63063 IN-3
A REQ'D= 8.082238 IN-2
I REQ'D= 21.94594 IN-4 (L/240)
E USED= 1700000
JOB#: 92235
DATE: 04-11-2023
PAGE: Y
6 X 8 DF#2
S= 51.5625
A= 41. 25
I= 193.3594
DFL = .372 In.
IJ ~ E t., ~ 10 • I
4 x 6 DF/12
S= 17.64583
A= 19.25
I= 48.52605
DFL = .192 In.
CLIENT :BRION PATT
NAMVAR ASSOCIATES
231 VISTA DEL MAR, SUITED
REDONDO BEACH,CA 90277
(310) 540-7788
JOB :REMODEL & ADDITION
JOB ADD:2860 HOPE AVENUE, CARLSBAD
JOB#: 92235
DATE: 04-11-2023
PAGE : =>
Cale# 7 CLG BM@ KITCHEN SUPPORTING BM#2 /
f'q ~ \1aL L oc... <.f
(BM 1,8 AISC,Bth EDITION) / '\
L (Ft)= 12 . 5 / ) ,-,,-71 ) ':> .._ (.. v j_ W (#/Ft)= 177:30>l9/z,c\.2.S+l'.30M7 2.tl-'Z.~ ,. ___ + (ux /Z. ,._ • n ..
Pl (/1) = 373 IZ.!> 12-•.!.-"'
Al (Ft to Left Support)= 5
Fb USED= 1350 AAA
Fv USED= 85
RL= 1330.05 RR= 1255.45
Shear=0 at 5.407063 Ft. From LEFT Support
Max. M= 53428.98 in. lb.
S REQ'D= 39.57702 IN'3
A REQ'D= 21.51927 IN'2
I REQ'D= 122.0375 IN'4(L/240)
E USED= 1600000
Cale# 8 CLG BM@ REMOVED WALL@ LIV./FAM.RM
(BM 1 AISC,8th EDITION)
L (Ft)= 11. 5
w (#/Ft)= 180-=-~o><9Vz 1 ~.:. +C..ocz'i/z Fb USED= 13 5 0 ''' "' ... ~~
b'V USED= 85
RL= 1035 RR= 1035
Shear=0 at 5.75 Ft. From LEFT Support
Max. M= 35707.5 in. lb.
S REQ'D= 26.45 IN'3
A REQ'D= 16.80882 IN'2
I REQ'D= 76.9943 IN'4 (L/240)
E USED= 1600000
6 x 8 DF#2
S= 5::..5625
A= 41. 25
I= 193. 3594
DFL "·" . 394 In.
USE. ~,.\o,.. I
6 x 8 DF#2
S= 51.5625
A= 41. 2 5
I= 193.3594
DFL = . 228 In.
Ji\
NOVA
.
Limited Geotechnical Investigation
2860 Hope Avenue, Carlsbad, California
NOVA Project 3021080
December 30, 2021
Table 6-1. Seismic Design Parameters, 2019 CBC and ASCE 7-16
Site Coordinates .,,_-,'
Latitude: 33.1636815° I Longitude: -117,3450981'
• ·Site.;Coeffklentll:aniJ Stiecti:ai·~spoh$e~raaon· Parameters··· vatue •
Site Class D-Default
Site Coefficients, Fa 1.2
Site Coefficients, F, 1.914
Mapped Spectral Response Acceleration at Short Period, S, 1.064
Mapped Spectral Response Acceleration at 1-Second Period, S1 0.386
Mapped Design Spectral Acceleration at Short Period, Sos 0.851
Design Spectral Acceleration at 1-Second Period, S01 0.493
Site Peak Ground Acceleration, PGAM 0.563
Source: OSHPD Seismic Design Maps, found at: https://se,smicmaps.org/
lz t·i<7-:. FC\ Y. t.,'7:: 1.21<. \.O{,~ "\.Z6
£.i H I a f c.r lC-t,1 = I. '1 I~ it , 3 ic... =-• 7 3 i
NAMVAR ASSOCIATES
231 VISTA DEL MAR, SUITED
REDONDO BEACH,CA 90277
(310) 540-7788
CLIENT :BRION PATT
JOB :REMODEL & ADDITION
JOB ADD:2860 HOPE AVENUE, CARLSBAD
JOB#: 92235
DATE: 04-11-2023
PAGE: 7
2021 IBC/ CBC 2022 (ASCE 7-221 Equivalent Lateral Force Procedure
s.= 1 064 g F.= 1.2 Table 1613.5.3(1) SMs = 1.280
51 = 0 386 g Fv= 1.914 Table 11.4-2 SM1 = 0.739
Sos= 0.851
So1= 0.493
Buildling Information:
Site Class=
Occupancy Category=
D
II
ASCE 7-22, Table 11.6-1
ASCE 7-22, Table 1-5-1
Seismic Force Resisting System = light-framed walls sheathed with wood structural panels
Response Modificiation Coefficient, R = 6.5 ASCE 7-22, Table 12.2-1
System Overstrength Factor, Q=.
Deflection Amplification Factor, C0 =
Importance Factor, I=
Story Height =
Building Height=
Ct=
x=
C, =
Approximate Fundamental Period, Ta=
Fundamental Period, T =
Long-period Transition period TL=
Seismic Response Coefficient:
3
4
8 ft
12 ft
0.02
0.75
14
0.129 sec
0.181 sec
8 sec
C = Sos = 0.131 <--GOVERNS , (Y)
Sm 0.588 c., = r( T) for T :5, TL =
.5S1 0.030
c, = (1) =
c., = 0.01
I V= 0.131 W
USE P=l.3 V=.131x1.3 = 0.17W
ASCE 7-22, Table 12.2-1
ASCE 7-22, Table 12.2-1
ASCE 7-22, Table 1.5-2
ASCE 7-22, Table 12.8-2
ASCE 7-22, Table 12.8-2
ASCE 7-22, Table 12.8-1
ASCE 7-22, Equ 12.8-7
ASCE 7-22, Fig 22-14
ASCE 7-22, Equ 12.8-2
ASCE 7-22, Equ 12.8-3
ASCE 7-22, Equ 12.8-6
INPUT DATA
Exposure category (B, c or D, ASCE 7-22 26.7.3}
Importance factor (ASCE 7-22 Table 1 5-2)
Basic wind speed iASCE 7-22 26.5.1)
Topographic factor (ASCE 7-22 26 a & Figure 26.8-1)
Building height to eave
Building height to ridge
Building length
Building width, including overhangs
overhang sloped width
Effective area of components (or Solar Panel area)
DESIGN SUMMARY
lw =
V =
K,, =
h,, =
hr =
L =
B =
Oh =
A
B
mo
120
1
8
12
36
34
1.5
1224
113.86
r·
for al! Category
mph, (193.12 kph)
Flat
ff, (2.44 m)
ff, /3.66 m)
ff, (10.97 m)
ff, (10.36m)
ff, (0.46m)
fr, <== Overhang? (Yes or No)
ml)
PAGEb
DESIGN BY:
REVIEW BY:
No
Max horizontal force normal to building length, L, face
Max horizontal force normal to building length. B, face
Max total horizontal torsional load
=
=
5,57 kips, (25 kN), SD level (LRFD level), Typ
5.58 kips. (25 kN)
Max total u ard force =
29. 7506 ft-kips, (40 kN-m)
22.12 ki s 98kN
ANALYSIS
Velocity pressure
q,, K, = (0.00256 K, Krt K, V') K, 25.80 X 0,85
where· Qn = velocity pressure at mean roof height, h. (Eq. 26.10-1 page 277)
•
K2 = velocity pressure exposure coefficient evaluated at height, h, (Tab, 26.10-1. pg 277)
K.i = wind directionality factor. (Tab, 26.6-1, for building, page 274)
h = mean roof hei ht
21.93 psf
•
• •
0.70
0,85
10.00 fl
K, = ground elevation factor. (1.0 per Sec. 26.9, page 275) < 60 ft, {Satisfactory}
~---<~M=in=L~, B), [Satisfactory]
(ASCE 7-22 26.2.1)
(ASCE 7-22 26.2.2)
De5ign pressures for MWFRS
p = qh K, [(G c,. HG c,, ))
where: p;; pressure in appropriate zone. (Eq. 28.3-1, page 294), Pmin = 16 psf(ASCE 7-22 28.3.6)
G CP f = product of gust effect factor and external pressure coefficient, see table below. (Fig. 28.3-1, page 295)
G Cp; = product of gust effect factor and internal pressure coefficient.(Tab. 26.13-1, Enclosed Building, page 280)
• 0.18 or ..0.18
a= width of edge strips, Ffg 28.3-1, page 295, MAX[ MIN(0.18, 0.1 L, 0.4h), MIN(0.04B, 0.04L), 3] = 3.40 ft
Net Pressures lnsfl, Basic Load Cases Net Pressures (psn. Torsional Load Cases
Roof anale 0 = 13.24 Roof anole 0 = 0.00 Roof an Jle 8 ;; 13.24
Surlace Net Pres rure w1lh Net Pressure wilh G C,1 (+GCp,) (-GCoil G Cpl (+GC11 ;) (-GC,,l
Surlace GCpt Net Pre urewith
(+GC.,) (-GC~;)
1 0.47 6.39 14.29 -0.45 -13,62 -5.92 1T 0.12 -1.39 6.50
2 -0.69 -19-08 -11.19 -0.69 ,19.06 -11.19 2T -0.17 -7.68 0.22
3 -0.43 -13.39 -5.49 ·0.37 -12.06 -4.17 3T -0.11 -6.28 1.61
4 -0.37 -12.00 -4.10 -0.45 -13.82 -5,92 4T -0.09 -5.97 1.93
5 0.40 4.83 12.72 Roof an le 9 = 0.00
6 -0.29 -10.31 -2.41
1E 0.71 11.72 19.62 -0.48 -14.48 -6.58
Surface GCl>r Nel Pressure with
(+GCp1) (-GCp;)
2E -1.07 -27.42 -19.52 -1.07 -27.42 -19.52 ST 0.10 -1.75 6.14
3E -0,62 -17,50 -9,60 -0.53 -15.57 -7.68 ST -0.07 -5.46 2.41
4E -0.55 -15.91 -8.01 -0.48 -14.48 -6.58
SE 0.61 9.43 17.33
6E -0.43 -13.38 -5 48
(;"ronsverse) Lood Cose / (L.ongi:udinol) _c,od Cos':! 3 ( ·n:a,::;ve(:;E-) I uod Co,,e :, (Longitu,:fro!)
Torsionai Load (oses
Basic Load Case 1 ransverse Direction) Basic Load Case 2 Lonaitudinal Direction)
Area Pressure/~\ with ,.,,. Pressure fk\ with
Surface (ftl) (+GC~;) (-GC,.I
Suiiace
(ft2) (+GCp;) (-GC,.)
1 234 1.49 3.34 Poverhan11 = -15.35 psf 2 510 -9.73 -5.70
2 510 -9.73 -5.70 (ASCE 7-22 28.3.5) 3 510 -6.15 -2.13
3 510 -6.83 -2.80 5 283 1.37 3.60
4 234 -2.80 -096 6 283 -2.92 -0.68
1E 54 0.64 1.07 2E 119 -3.26 -2.32
2E 119 -3.26 -2.32 3E 119 -1.85 -0.91
3E 119 -2.08 -1 14 SE 57 0.54 0.99
4E 54 -0.87 -0.44 SE 57 -0.76 -0.31
i Horiz. 4.86 4.86 i Horiz. 5 58 5.58
Vert. -21.31 . 11.65 Vert . -15.68 -6.96
Min. wind Horiz. 5.76 5.76 Min. wind Horiz. 5.44 5.44
28.4.4 Vert. -19.58 -19.58 28.4.4 Vert. -19 58 ·19.58
Torsional Load Case 3 ITransverse Direction\ Torsional Load Case 4 llonaitudinal Direction\
Acea Pressure fkl with Torsion 'ft•k' .,., Pressure lkl ~th Torsion /fl-kl
Surface (lt2) (+GC,.i) (-GC.,) (+GC.,) (-GC.,) Surface
(ft2) (+GCpj) (-GC,,) (+GCft;) (-GCftI)
1 90 0.57 1.28 4 9 2 510 -9.73 -5.70 -4 -2
2 196 -3.73 -2.19 -8 -4 3 510 -6.15 -2.13 2 1
3 196 -2.62 -1.07 4 2 5 113 0.54 1 44 4 9
4 90 -1.07 -0.37 8 3 6 113 -1.16 ·0.27 8 2
1E 54 0.64 1.07 9 16 2E 119 -3.26 -2.32 12 9
2E 119 -3.26 -2.32 -11 -8 3E 119 -1.85 -0.91 -7 -3
3E 119 -2.08 -1.14 7 4 SE 57 0.54 0.99 8 15
4E 54 -0.87 ·0.44 13 6 SE 57 -0.76 -0.31 12 5
1T 144 -0.20 0.94 2 -8 ST 170 -0.30 1.04 2 -8
2T 314 -2.41 0.07 5 0 ST 170 -0.93 0.41 -7 3
3T 314 -1.98 0.51 -4 1 Total Horiz. Torsional Load, MT 29.8 29.8
4T 144 -0.86 0.28 -8 3
Total Horiz. Torsional Load, Mr 23 23
Qe1ign ere1syre§ Ult comeof!lnli na!il cl11dding ' ;·,; ~ ~ ; . .. ' p = q. K, 1 (G c,) · (G c,,ll "
where: p = pressure on component. (Eq. 30.3-1, pg 316) .. .. ' ,,, ' . ' ~ ,. .,.. '." ' "<, ~. . ' • ' 2 I Pmin = 16.00 psf (ASCE 7-22 30.2.2) . ' . • i G CP = external pressure coefficient Vv'ails . .. ·,. ·. ,;
see table below. (ASCE 7-22 30.3.2)
0 Roof 11,~· Roof ij~')•
8• 13.24
Effective Zone 1 Zone 1' Zone 2 Zone 2e Zone 2n Zone 2r
Area (ft1) GC. I -GCa GC. I -GC, GC, I .oc, GC, I -GC. GC. .r~ GC. I -Gr
Comp. 1224 0.30 -0.50 I -0.30 I -0.50 0.30 I -1.00 0.30 I -1.00
Effective Zone3 Zone 3e Zone 3r Zone4 Zone 5
Area (ft1) GC-I -GC-GC, I -GC, GC, ·GC, GC. I -GC., GC, -GC ..
1224 -I 0.30 I -1.00 0.30 I -1.60 0,70 I -0.80 0.70 I -0.80
Zona 1 Zone 1' Zone 2 Zone 2e Zone 2n Zone Zr
Comp, & Cladding Pwifive Neaalive PosirJ,,, I ,u~--,,..,.,. I .. Poflfm I tN--.._, ,._ NerralMt -I Nta.llw
Preasure 16.00 -16.00 I I 16.00 I -16.00 16.00 -25.88 16.00 I -25.88
I psf > Zone3 Zone 3e ZOfle Jr Zona4 Zones ....... I N.--11w: ,-.,.;u,,,. I tH--u.,. Po/U/Nt I Ne-atin 1>os111w I '"""'"'' Poailiw N ·~ (The Max Pressure
I 16.00 I -25.88 16.00 I -43.43 19.30 I -21.50 19.30 -21.50 43.43 psQ
CLIENT : BRION PATT
NAMVAR ASSOCIATE
231 VISTA DEL MAR, SUITE D
REDONDO BEACH, CA 90277
(310) 540-7788
JOB : SINGLE-FAMILY RESIDENCE
JOB ADD.: 2860 HOPE AVENUE, CARLSBAD
LATERAL DESIGN
D.L. -ROOF
CEILING
EXT. HALL
INT. HALL
10 PSF
6 PSF
11 PSF
, PSF
SEISMIC FACTOR= liH -USE .20w
Hw1No = 2I.Cf3 PSF
JOB
DATE
PAGE
it : 92235
:04-13-23
: IO
-CALCULATE LATERAL LOAD FOR NEW ADDITION AND EXISTING WHERE
AFFECTED BY ADDITION
Hs = ( 10 + 6 + Ii + ~ ) x ~--~9 = 4.0 PSF
CLIENT
JOB
JOB ADD.:
BRION PATT
NAMVAR ASSOCIATE
231 VISTA DEL MAR, SUITE D
REDONDO BEACH, CA 90277
(310) 540-7788
SINGLE-FAMILY RESIDENCE
2860 HOPE AVENUE, CARLSBAD
LATERAL DESIGN
= EXIST'G
= NEH
)
a
il
~
JOB
DATE
PAGE
J
r
a
it : 92235
:04-13-23
: \ \
a
J]
CLIENT : BRION PATT
NAMVAR ASSOCIATE
231 VISTA DEL MAR, SUITE D
REDONDO BEACH, CA 90277
(310) 540-7788
JOB : SINGLE-FAMILY RESIDENCE
JOB ADD.: 2860 HOPE AVENUE, CARLSBAD
LATERAL DESIGN
F1 = ( 1.5 X 324 ) X 4.0 = 510#
~-~ = 113#/FT < 254#/FT -SHR. PANEL ~
( SEE SCHEDULE )
JOB
DATE
PAGE
# : 92235
=04-13-23
: 12.
-STRAP@ TOP DBL PL
BETHEEN EXIST'G 4 NEH (TYP.)
2
U = [ 510 x 8 -( 11 x 8 ) x + x O.C! ] I l = 0 -USE HDU2 @ ENDS
-( 1-2 )'
-SHR. PANEL ~
( SEE SCHEDULE )
fil2 -3.-1#/FT 15.5 -...,
EXl5TIN6 + NEW
F 4 = ( 34 x ~ ) x 4.0 = 2116#
AV6.
-SHR. PANEL /&.
NO UPLIFT
-8'
F4 NIND = ( 32 X ~) X 21.'13 = 2105#
-SHR. PANEL A
SEISMIC GOY.
D.S. = ( 2116 x 3C! ~e,l.33) = 155# -USE MST48 SEE DETAIL)
NALL ROOF GL6 2
u = [ 2116 X 8 -( l X 8 + 10 X 1-+ 6 X ~ ) X ½ X O.C! ] I 8 = 1438#
-USE HDU4 @ ENDS
NAMVAR ASSOCIATE
231 VISTA DEL MAR, SUITE D
REDONDO BEACH, CA 90277
(310) 540-7788
PAGE : 1 '3
SHEAR PANEL SCHEDULE / STRUCT I PLYWOOD
KEY & &-&. &
MATERIAL 15/32" PLYWD. 15/32" PLYWD. 15/32" PLYWD. 15/32" PLYWD.
PANEL INDEX 24/0 24/0 24/0 24/0
EDGE NAIL 10d@6"0.C. 10d@4"0.C. 10d@3"0.C. 10d @2" O.C.
FIELD NAIL 10d@ 12" O.C. 10d@ 12" O.C. 10d@ 12" O.C. 10d@ 12" O.C.
BLOCKING YES YES YES YES
SILL PLATE 2x4 OR 2x6 2x4 OR 2x6 3x4 OR 3x6 3x4 OR 3x6
PLYWDBNDRY 2x4 OR2x6 2x4 OR 2x6 3x4 OR 3x6 3x4 OR 3x6
WALLBNDRY 4x4 OR4x6 4x4 OR 4x6 4x4 OR 4x6 4x4 OR4x6
SILL NAIL 16d@4"0.C. ¾,"0 LAG @ 9" 0.C. ¾,"0 LAG @ 6" O.C. ¾,"0 LAG@ 4" O.C.
ANCHOR BOLT 5/8"@ 36" O.C. 5/8"@ 24" o.c. 5/8"@ 18" O.C. 5/8"@ 16" o.c.
FRAM'G ANCHOR A35@ 24" O.C. A35@ 16" 0.C. A35@8"0.C. A35@8"0.C.
ALLOW LOAD 255#/FT 382 #/FT 499#/FT 652#/FT
Use 3/8" dia. lag x 7 inch long typ. at 3x sill.
1. All panel edges backed with 2-inch nominal or wider framing. Plywood installed
either horizontally or vertically.
2. Where plywood is applied on both faces of a wall and nail spacing is less than
6 inches on center on either side, panel joints shall be offset to fall on
different framing members or framing shall be 3-inch nominal or thicker and
nails on each side shall be staggered.
3. • Framing at adjoining panel edges shall be nominal 3" or wider.
Nails shall be staggered in two lines along panel edges when nail spacing
is 2" o.c. or when 10d common nails spaced 3" o.c. penetrate framing
more than 1-5/8".
4. • Nails shall be placed at least 1/2" from the edges.
5. Bolt holes shall be max. 1/16" oversized at the connectors of the holdown to
post, "Inspector to verify".
6. Holdown connectors shall be tightened just prior to covering the wall framing.
7. Nailing to be common nails. All shear values are per 2022 C.B.C. Tab. 2306.3
8. Plywood to be STRUCT I, use common nails only.
MINIMUM SIZE FOR SQUARE PLATE WASHERS
BOLT SIZE PLATE SIZE
5/8" 5/16" X 3" X 3"
3/4" 3/8" X 3-1/2" X 3-1/2"
718" 3/8" X 3-1/2" X 3-1/2"
1" 1/2"X 3-1/2" X 3-1/2"
All anchor bolts 12" long, min. 7" embedment w/ min. 1 7/8" edge distance@ 48" o.c. or unless noted on plan.
Holdowns and anchor bolts must be in place prior to calling for inspection.
NAMVAR ASSOCIATE
231 VISTA DEL MAR, SUITE D
REDONDO BEACH, CA 90277
(310) 540-7788
* FOR HOLDOWN INTO FOUNDATION USE 75% OF LOADS
HOLDOWN WD THICKNESS ALLOW. VALUE
HDU2-SDS2.5 3 3075
HDU4-SDS2.5 3 4565
HDU5-SDS2.5 3 5645
3 5980
HDU8-SDS2.5 3-1/2 6970
4-1/2 7870
5-1/2 9535
HDU 11-SDS2.5
7-1/4 11175
HDU14-SDS2.5 7-1/4 14390
5-1/2 14925
PAGE~ \4
DESIGN VALUE
2306
3424
4234
4485
5228
5903
7151
8381
10793
11194
CLIENT : BRION PATT
NAMVAR ASSOCIATE
231 VISTA DEL MAR, SUITE D
REDONDO BEACH. CA 90277
(310) 540-7788
JOB : SINGLE-FAMILY RESIDENCE
JOB ADD.: 2860 HOPE AVENUE, CARLSBAD
FOUNDATION DESl6N
:c EXIST'6
"'NEW
JOB
DATE
PAGE
r----71
I I I I
I I I I
I I I I I I I I
# :92235
:04-13-23
: It,
--------------__ _j I I L---~
r :----------~~-----rr _____ J ✓---1 i_
I I I I I! 2 I:
I I I I I I I I
I I I I I I I I
I I I I I I ;;:::==:::::::::'.JI
I I I L ___ J ~ 1
1
1 ----JJ I I I 1 --_ _J
i l I I l l
11 l I 3 I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I I I I L _____ 7 ,--J I
I I I ,-------, I I ,-J I L ___________ _j I I L ____ _j I
~------------~ ~-----~
CLIENT : BRION PATT
NAMVAR ASSOCIATE
231 VISTA DEL MAR, SUITE D
REDONDO BEACH, CA 90277
(310) 540-7788
JOB : SINGLE-FAMILY RESIDENCE
JOB ADD.: 2860 HOPE AVENUE, CARLSBAD
FOUNDATION DESIGN
JOB
DATE
PAGE
#:92235
:04-13-23
: '"
S.B.P. = 2000 PSF -PER SOILS REPORT BY NOVA SERVICES, INC.
NO. 3021080
DEC. 30, 2021
-EXIST'G ONE-STORY FTG. -12" H x 12" MIN. W 6" STEM (18" THK.)
,., #/FT nALLOH = 1500
p ALLOH = [ ( 18 X 2 + 4 ) X 12 13 12 ] X 2000 = 666111
-NEH INT. 4 EXT. FTG., USE -12" H x 24" THK.
W (2) #4 T4B
G-HEC.K EXIST'G FTG. FOR C.ONC.ENTRATED POINT LOAD
I ) P=R@ ® +R@@ = 1312 + 514 = 188611 < 6661#
-EXIST'G CONT. FTG. OK
2) P=R@ G) = 133011 -EXIST'G CONT. FTG. OK
3) P=R@ ® = 103511 < 666111 -VERIFY EXIST'G 12" H x 16" THK. FTG.
OR USE 24" SQ. PAD ( SEE PLAN )
SPECIFICATIONS
NAMVAR ASSOCIATES
213 VISTA DEL MAR, SUITED
REDONDO BEACH, CA 90277
(310) 540-7788
c All work to conform with 2022 CRC
GENERAL:
PAGE: \ 7
o Contractor or owner to notify project engineer immediately upon discovery that job site conditions
vary from the assumptions made or depicted on plans provided by architect, owner or contractor.
n During construction, and prior to the incorporation of all changes, revisions, modifications and/or
deviations from the structural drawings shall be brought to the attention of, and obtain approval from
the structural engineer, and the governing building department.
Contractor to provide adequate shoring and bracing to support all loads during construction.
u All design and construction shall be in accordance with the latest adopted edition of the Uniform
Building Code.
DIAPHRAGMS:
~ Roof: 1/2" Plywood with 8d@ 6"/12" Pl!= 24/0, COX or Struct II
Cl Floor: 5/8" or 3/4" Plywood with 10d @4"/6"/10 Pl!= 32/16, CDX or Struct II;
Use Blocked diaphragm.
u All Plywood Shear Walls to be STRUCT I.
Use common nails only.
LUMBER:
o All 2x lumber to be minimumDouglas Fir-Latch #2 unless noted otherwise on plans.
u All horizontal 4X and larger numbers to be minimum Douglas Fir-Latch #1 unless noted otherwise
on plans.
u All GLU-LAMS to be Larch combination 24F with shop camber unless noted otherwise on plans.
L Framing to be Douglas Fir Larch.
rJ 2.0E PARALLAM: ICC #ESR-1387/LARR #25202; E=2.0E6; Fb=2900 psi
u Glue-laminated beams; 24F-V4 simple span,
24F-V8 cantilivers and other members.
FASTENERS
NAMVAR ASSOCIATES
213 VISTA DEL MAR, SUITED
REDONDO BEACH, CA 90277
(310) 540-7788
□ All connections noted to be Simpson or others approved by building official.
o All bolts to be minimum ASTM-A307
'.l Typical sill plate nailing: 16d@ 12" O.C. unless noted otherwise on plans.
CJ Use 3/8" 0 Lag for all 3x sill plates. (See Shear panel Schedule)
u Typical framing anchor: A35@ 32" O.C. unless noted otherwise on plans.
FRAMING
n Rafter Ties: Use minimum 1 "x4" (nominal) cross ties at 4'-0" O.C. where roof rafters are not
parallel to the ceiling joists.
PAGE: ,e
:J Wall Framing: Use 2x4 studs@ 16" O.C. for walls up to 10'-0" high. Use 2x6 or 3x4 studs@
16" O.C. for 10' to 16' unless noted otherwise on plans.
r, Bracing: All exterior walls and main cross stud partitions shall be effectively and thoroughly braced
to resist wind and seismic forces by one of the methods as specified in C.B.C.
c Multiple joist connections:
Double joist -Nail with 16d@ 12" O.C. (staggered)
Triple joist -Bolt with 1/2"diamater M.B. @ 24" O.C. (staggered)
Quadruple joist -Bolt with 3/4" diameter M.8.@ 24" O.C. (staggered)
FOUNDATION:
;:i All concrete to be minimum 2500 PSI within 28 days of placement.Machine mixed, 2500 P.S.I.
at (28) days. 7.5 Gal. Water Max per sack of cement.Mix per A.S.T.M. C.94.
u Minimum footing and pad depths noted at foundation details to be measured from the top of the
competent bearing soil as defined by soils report or approved standard practice.
o All reinforcement bars to be grade 40 minimum (deformed). ASTM A615
n Anchorage: Use 5/8" diameter x 12" long anchor bolts at 4'-0" O.C. with minimum 7" embedded
into footing unless noted otherwise on plans.
Red-Head anchor bolts: ITW RAMSET/RED-HEAD; LARR#2748, ICBO ER#1372
(trubolt wedge anchor)
c See foundation plan for allowable soil bearing pressure.
G Drypack shall be composed of one part Portland cement to not more than three parts sand.
c Existing to new footing connection: Dowel into existing footing with 1 #4 top & bottom, minimum
6" into existing footing and 16" into new footing.
c, 4" slab on grade w/ #4@ 18" O.C. each way over 4" sand base w/ 10 mil moisture barrier placed
between sand layer.
c Dowel new slab to existing w/ #4@ 18" O.C. or#4@ 24" O.C., Minimum 6" into existing
and 18" into new slab.
r: All foundation excavations to bear in like material.
Holdown hardware must be secured in place prior to foundation inspection.
SINGLE FAMILY DWELLING
ELECTRICAL SERVICE LOAD CALCULATION
As an alternative method, the STANDARD METHOD
found in ARTICLE 220 of the Natlonal EJeclrlc Code, may be used
1. GENERAL LIGHTING LOADS
Dwelling \ l Q Q (o sq. ft. x 3 VA= 220-J(a) ) (2.$1 VA
Small appliance loads-220-16(a) 1500VA x :1--circuas" 3i oc>v VA
laundryload-220-16(b)1500VAx __ _.__ __ cin;ults= ner!/S::"J VA • 7 7r;/
Ge Ughtlng Total / ~l VA
2. COOKING EQUIPMENT LOADS -Nameplate Value • '-'
Range I VA= _! n.. tr.:> VA
Cooktop ______ VA= 'tl1 <I"' VA
Oven(s) ______ VA= ____ VA <I . .,1
Cooking Equipment Total {) t 'f vv VA
3. ELECTRIC DRYER 220-18 (Nameplate, 5000 VA minimum)
Oryet _ _.. ___ VA= DryarTotal r-, lJ-UQ VA
4. FIXED APPLIANCE LOADS 230-30 (b) (3)
Dishwasher =
Disposal=
CompaCIOf=
water Heater =
Hydromassage Bathtub =
Miaowave Oven=
Built-in Vacuum =
l.oo VA
~VA o VA 41 f"t)i> VA
o VA
'ii 0i> VA
" VA
-----= Flxed Appllanc:e Total ( OU VA VA~
5. OPTIONAL SUBTOTAL (Add all of the above totals)
6. APPL YING DEMAND FACTORS -TABLE 220-30
First 10,000 VA x 100% =
Oplional Subtotal (from line 5) { Remaining ___ VA x 40%=
7. HEATING OR AC LOAD -TABLE 220-30
Larger of the Heating or AC load =
8. OPTlONAL LOADS TOTAL (Add totals from lines 6 and 7) •
9. MINIMUM SERVICE SIZE • Optional Loads Total •
240Volt
10,000VA
, 1prr VA
L-( (LvJ VA
lS","'.>S"( VA
[o D Ampere
(Please put total on lronl of card under Computed load)
VA
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. TIHE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION
CONTROL DEVICES TO WORKING ORDER TO TIHE SATISFACTION
OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING
RAINFALL.
3. TIHE OWNER/CONTRACTOR SHALL INSTALL ADDl170NAL EROSION
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE
AT TIHE END OF EACH WORKING DAY WHEN TIHE FIVE (5)
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT
( 40%). SILT AND OTIHER 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 MANAGEMENT PRACTICE MEASURES MUST
BE INSTALLED AND MAINTAINED.
7. THE CITY INSPECTOR SHALL HAVE THE AUTIHORITY TO ALTER
TIHIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED
TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY
REGULATIONS.
OWNER'S CERTIFICATE:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION
ACTIVlllES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID
THE MOBILIZAllON OF POLLUTANTS SUCH AS SEDIMENT AND TO
AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCllON
RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES,
COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP
THROUGHOUT THE DURA llON OF THE CONSTRUCllON ACllVlllES
UNTIL THE CONSTRUCllON WORK IS COMPLETE AND APPROVED
BY THE CITY OF CARLSBAD.
--1oSh A\Ct,d
~~,.;1EN'I' NAME (PRINT)
~
,--0 SIGNATURE
l h--2/,z.~
DATE
E-29
STORM WATER COMPLIANCE FORM
TIER 1 CONSTRUCTION SWPPP
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Best Management Practice*
(BMP) Description ➔
-
CASQA Designation ➔
Construction Activi_ty_
Gradinq/Soil Disturbance
Trenching/Excavation
Stockpiling
Drillinq/Borina
Concrete/Asphalt Sawcutting
Concrete Flatwork
Paving
Conduit/Pipe Installation
Stucco/Mortar Work
Waste Disposal
Staging/Lay Down Area
Equipment Maintenance and Fuelina
Hazardous Substance Use/Storaqe
Dewatering
Site Access Across Dirt
Other (list):
Instructions:
Erosion Control BMPs
"' -C :::s ~ -~
"' ..c "' ~ = ::, ;;: :::s
2 "C 0 0 ~ i
,.... I co I I
CJ CJ w w
"C "' C: Q) c-c "' "' 3' C: Cl)(/) ·--" C ·-Cl> I.-Cl c,, 0
C ..c C: Q) ~ ·-a. LC 0 CL _ WO (/)
m
I
f:.l
7
CJ w
"' 0 C: "' LL -&l
7 w (/)
Sediment Control BMPs
"C
C: C
E c,, L L C: "' a. "' ·a. ·c C CD L L Q) C >-E "' c,, Q) c,, CD -C '6 C 3' C:
C: 0 CD (/) ·-c,, "' "' _E C
E -" al "'::, ..c
0 L > "'::, "C 'o "' "' C LO C:
Q) ..c ..c L -C C
(/) CJ ;:;:: Cl en> (/)
,,, .... "' <D ,.... co
I I I I I I w w w w w w (/) (/) (/) (/) (/) (/)
Tracking
I
Non-Storm Water
Control BMPs Management BMPs
--
-"' "i:: -
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1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction.
I
Waste Management and Matelials
Pollution Control BMPs
-C: "C "' "C C: E C: C C Q) Q) >, c,, -L C C: "' ~ C: 0 C
C :;:, ,,._ "' -al "' :::s C: "' C: C:
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2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one
or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column.
3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project.
PROJECT INFORMATION
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Site Address: °2. <Ji.,o 1--loy,, l+'-l. (C.d I U.d{ ci4 qla,q
Page 1 of 1
Assessor's Parcel Number: 'Z-O 3-1? o ~?...'#
Emergency Contact:
Name: ...) DS 1,,--):\ V
24 Hour Phone: 1f>o-<-jlp'{-2.'>L<
Construction Threat to Storm Water Quality
(Check Box)
0 MEDIUM ~ LOW
REV 11/17
I
( Cicyof
Carlsbad
CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
B-50
P~lo£men t _5~,::vice ~
Building OMsion
1635 Faraday Avenue
442-339-2719
www.carlsbadc.a.gov
PURPOSE
This checldisl is intended to help building permit applicants identify which Climate Action Plan (CAP} ordinance requirements
apply to their project. This completed checklist (8-50) must be included with the building pennil application. The Carlsbad
Municipal Code (CMC) can be referenced during comp1etion of this document by dicking on tho provided links to each
municipal code section.
NOTE: The following type of pem,its are not required to fill out this form
❖ Patio I I ❖ PME (w/o panel upgrade) I ❖ Pool
Consultation with a certified Energy Consultant is encouraged to assist in filling oot this document. Appropriate
certification includes. but is not limited to: Licensed, practicing Arctutect. Engineer, or Contractor familtar with Energy
compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist. RESNET HERS rater certified, certified
ICC Residential Energy lnspeeto#Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner. ICC CALgreen
lnSl)ector/Ptans Examiner, or Greeo Building Residential Plan Examiner.
If an item in the checklist is deemed to be not applicable to a project. or is less than the minimum required by ordinance,
check NIA and provide an explanation or code section describing the exception.
Details on CAP ordinance requirements are available at each section by clicking on the municipal code hnk provided. The
project plans must shOw all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and
Green Code sections.
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Projeet Name1Buid109
PermilNo.:
Property Address/APN:
Appllcalt N.ame/Co,.
Applicaflt Address:
Contact Phone:
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-, ft, 0 -0 -~-] 0 (., 0 Contact Emat 15 , .. ~ o f"L, A -r r ey t'YlA 1L .,f aA1
Contact information of person completing this checklist (if different than above)·
Name:
Company
name/address:
ApplicantSignature: ~';..,. Aili
Contact Phone:
Contact Email:
Oate: __ y'-----2 __ / _-_2-=3
Page 1 of7 Revi$ed 05122
Use the table below to determine which sections or the Ordinance checklist are applicable to yoor project. For
alterations and additions to existing buitdmgs, attach a Permtt Valuation breakdown on a separate sheet.
BuUcfing Pe{ll')it Valuation {BPV) $ breakdown ______ _
a Newconswction
'fil' Ad<fdion& and alterations:
~ 8PV < $60,000
□ BPI/ 2 $60,000
□ Elec:lncal service panet upgrade oruy
D BPV.?: $200,000
f□ ~delllial
□ Newcon-
0 Alterat!on$:
i
□ BP\I ~ $200,000 or additions ~ 1,000
square feel
D 8PV;? $1,000,000
CJ ~ 2,000 sq. fl new roof addition
1. Energy Efficiency
A~•tistJf 1$ ormore s.•~~
Low rise High t1SC mb:0011~ building In Vllllch at le3St 20% ot its oondilioned f!O<lf
'M'a m ~nftal 1,~ --2A*. 3A*, 18, 28, ~rndudes detached, oewty coos!nlcted ADU 4A•. 38,4A -
---NIA NIA Nl resioefltial oodilioos aod alteralions
1A,4A 4A 1-2 fam!ly <twellings and lownllooses Wiltl atlaehed garages
only
·r,totti-ramily dwelfings only where inleoor finishes are removed
1A. 4A• 18.◄N alld significant site work and upgrades lo strudural and
mecharuca!, electrical, and/or plumbing systems are proposed
I 18, 28, 38, 4B and 5 )
1B,5
18,28.5 Bui<f1119 alteratioos of~ 75% elCisting gross floor aroo
28,5 1B also applies if BPV t!. $200,000
Please refer to Car1sOOd Mlncipal Code {CMC) 13.21. t55 and 1$.30.190,a~ the califomla Green Bur!i~ Standaros Code (CAI.Green) for l'l'lOfe
information. Appropriate details and notes must be placed 011 the plans according to selectbos chosen in the design.
A ResidentiaJaddition-0ralteration~$60,000buildin9permit11aiuauon. 0 NIA ________ _
Deta'l!sofseleciionchosenbelowmustbeplooedontheplansreferencingCMC o Excepoon:Homeeoergyscore2 7
18.30.190. (attach certification)
Year Built Single-family Requirements Multi-family Requirements
V 8efore 1978 Select ooe option: □ 0udseafina OOic;insutalion OCoolroof 0 Attic i"lsulatioo
0 1978 andlater Select one option:
¢.'aterhealing Package 0 Lighlingp3Ckage -Select OM option: a Bet.Yeen1e1aaoo1991 D Doctseahng 0 Attic insulation OCoolroot
0 1992 andlater Select one option:
□~package OWaterhealiogpad<age
Updated 4/161202 l 3
B. 0 Nonresidential' new construction or alteraliM$ ~ $200,000 building permit valuation,
or additlonsa: 1,000squarefeet.SeeCMC 18.21.1SSandCALGreen AppendixA5 0 NIA
A5.203.1.1Chooseone:0.10uldoorlighmg O .2 Restaurantservlcewaterheating(Cf:C 140.5)
□.3Warehousedocksealdoors. U.4O~designPAFs U .5Exflaustairhealrecovesy O NIA
AS.203.1.2:f Choose one: □ .95 Energy budget (Projects with indOOC' lighting OR mechanical)
D .OOEnefgyblldget(ProjectswithV'ldoorlightingANOmochallicaf) O NIA
AS.211.1 ° □ On-site renewable energy.
0 NIA
AS.211.3•• □Greenpower. (lh:ilferedbylocalulilypro\/icler.50%nininunrenewa!Esoorres)
tJ NIA
AS.212.1 OEtevatcnatldes<:alaklrs: (Projectwi!hrnorethanoneelevaforoctwoescalatom)
0 NIA
A5.21 J.1 0 Steel framing: (Pn'Mdedetailson plans for options 1-4 chosen)
□ NIA
• Includes hotels/motels and high-rise residential buildings
• Forallerati~$1,00l.0008PVandaffeding>75%exiSlinggrossffoorama,ORaltetaliooslhaladd2,000squarefeelofnewroofadditioo:coo,ply
with CMC 18.30.130 (section 2B below) instead.
A. r;/ Residential new construction (for low-rise resldential building permit appllcations submitted after 1/1/20). Refer to 2019 Cafifomia
Energy Code section 150.1(C,14 for requirements. If project includ8S installalion of an electric heat pump water heater pursuant to
CAPsection3Bbelow(low-riseresidentialWaterHeating).i~systemsizeby.3kWdcifPVoffsctOptionisselected.
Floor Plan 10 {use mliooa! CFA #d.u. Calculated kWdc'
sheets if necessary)
See Attachments 1096 sq.ft 1 5400 W (6.45kW
ToW System Size: kW'ic
kWdc:: (CFAx.572) / 1,000 + (1.15 x #d.u.)
"Rmua caWa5oo \l.tiefe CfA = aniiomiflcxJ' area. ti,= oomber of dwellings per plan type
If proposed system sile is less than carulated size, please explain.
Exception
0
0
0
□ -
B. D Nooresidentiaf new construction or c11teralions ~1~1000 8PV ANO affecting ~75% ~istiog floor area, OR addition um ~
roof area by :t~OO0 square feet Please refer to CMC 18..30.130 when completing this section. *Note: This section also apPIJes to
high-rise residential and hotel/motel buildtngs.
Choose one of the following methods: -----------------------□ Gross Floor Area {GFA)Method
GFA: Min. System Size: kWdc
0 If< 10,000s.f. Enter. 5 kWdc
D Jf:t 10,000sJ. caJculale: 15 kWdcx (GFAi10,000) ••
•·Round building s12e facto, to nearest tenth, and round system stze to nearest whole number.
Updated 4116/2021 4
□ Time-Dependent Valuation Method
AnnualTDVEnergyuse:'"" _______ x .80::Mitl. systemsize:. _____ kWdc
•◄•Attach calculation documentation using modeling software approved by the Catifomia Energy Comrmssioo.
f 3. W~ter Heatmg ' "'
A r;J Residential and h_o_to_l_/m--ot_e_l _new-;onstruction. Refer to CMC 1lU0.170 when completing this section.
Provide complete details on the praos.
VFor systems servmg individual dwelling units choose one system:
;/ H~ pump water heater ANO Compact hot water distribution AND Drain water heat recovery (low-nse
residential only)
D Heat pump water heater ANO PV system .3 kWd<: larger than required in CMC 18 30.130 (high rise
residential hotelJmotel) or CA Energy Code section 150.1(c) 14 (low-rise residential)
□ Heal pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher
D Solar water heating system that is either 60 solar savings fraction or 40 s.f. solar oollectors
0 Exception
□ For systems serving multiple dwelling units, msla!I a central water-heating system with ALL of thefolkming.
D Gas or propane water heating system
0 Recirculation system per CMC 18.30 150(8) (high-rise residential, hotel/moteQ or CMC 18.30.170(8) (low·
rise residential)
D Solar water heating system that is either:
□ .20 solar savings fraction
D .15 solar savings fraction, plus drain water heat recovery
0 Exooptioo:
B. 0 Nonresidential new construction. Refer to CMC 18.30.150 when completing this section. Provide
complete details on the pJans.
0 Water heating system derives at least 40% of its energy from one of the following (attach documentation):
D Solar-thermal D PhotovoJtaics D Recovered energy
□ Water heating system is (choose one):
□ Heat pump water heater
O Electrio resistance water heater(s)
□Solar water heating system wrth .40 solar savings fraction
0 Exception:
It may be necessary to supplement the completed checklist with supporting matenals, calculations or certifications, to
demonstrate full compliance with CAP ordmance requirements. For example, projects that propose or require a
performance approach to comply with energy-telated measures will need to attach to this checklist separate calevlations
and documentation as specified by the ordinances.
Updutrd -1/16121 5
A (i1' Residential New construction and major an~rations.,
Please refer to CMC 18.21.140 when completing this section.
One and two-family residential dwelling or townhouse with attached garage:
!Q'6ne EVSE Ready parking space required O Exception ;
0 Multi-familyresidential· 0 Exceplion •
Total Paoong Space$ EVSESpaces
Proposed EVSE (10% of total) lostaffed (50% of EVSE) Other •Read( Other ·capabkJ"
Calculafioos: Total E.VSEspaoos= .10x Total parting spaces propooed(roundeduplo nearoslwholernmber} EVSE ltlslaled = Total EVSE
~x .50 (rouooed up to nearest vd'lolesll.llTb:1) EVSE other maybe "P.eMf °' "Capable•
"Majoralterationsare:(1 )for one and two..famiJydwelingsand lownhouseswilhattadledgarages,alteral.ions have a building permit
valuation~$00.000 or include an electrical servioe panel upgrade; (2) for muftif.lmiy dwelfrlgs (three units or more without attached
garages), aflerations have a building permit valuation ~$200.000, interiorfinishes are removed aod signiflCaflt site work and upgrades to
Sb'ucturaland mechanical, etectrical, andlorplumbing systems are proposed.
•AOU ~ for EV Ready spa~ (no EV ready space requied when):
(1) The accessory dwelling unit is locale{! within one-half mile of public transit.
(2) The accessory dwelling unit is located within an architecturally and historically significant historic district.
{3) The accessory ctwemng unit is part of the proposed or existing primary residence or an accessory structure.
(4) When on><Streot parking permits are required but not offered to the occupant of the accessory dwelling unit.
(5) When there is a car share vehicle located within one block of the accessory dwelling unit.
B. D Nonresidential new constructionQncludes hotel$/motcls) 0 Exception : ___________ _
Pfease refer to CMC 18.21.150 when completing this section
Total Parking Spaces
...._ Proposed EVSE (1 o,1, Of total) l Installed {S004 at EVSE) l Other "Ready" I Other "Capable·
I I I
Calcotauorr Refer to the tablo below:
Total Number of Pat1<ing Spaces provided Number of require<! EV Spaces Number cJ required EVSE Installed SpaO:lS
D 0.9 1 1
□ 10-25 2 -1 □-26-50 4 2
0 51-75 6 3
□ 76-100 9 5
0 10M50 12 6
□ 151-200 17 9
D 201and0Vf!J" 10 percent of total 50 percent of Requi~ EV Spaces
Caictdations= TolalEVSEspaces.::: .10xTolalparloog spares prq,osed {roondeduptooe.arestwholenurrm) EVSE Installed = T~ EVSE
Spaces x .50 (rounded up to nearestv,.hale ruriler) EVSE other maybe "Read'/'« "Capable'
Updlllcd 4/1612021 6
Mepproved T ransportabl Demand Managemeli (TOM) Plan is required for aloonresadeotral JV"~ lha1 meet a lhreshdrl of e~enenited ADT
Clfysta.ff\lrillusethetablebdowbasedonyoursubmittedplanstode.terminewhefuerorooryourpemllrequiresa TOMplan. lfTOMisappft<;ableloyour
pe,mit staff wil contact lheapplicaof.to develop a site-specific TOM plan based oo the pemtit<letails.
Acl<f'IQWiedgment
Employee AOT Estimation for Various Commercial Uses
Office {all):i 20
Restaurant 11
Retaih 8
Industrial 4
Manufacturing 4
Warehousln 4
1 Unless otherwise noted, rates estimated from /TE Trip
Generoaon Manual, 1()!h£ditkm
13
11
4.5
3.5
3
2 For all office uses, use SANOAG rate of 20 AOT /1,000 sf to
celoo1ate employee ADT
3 Retail uses include shopping center. variety store, supermarket,
gyms, pharmacy, etc.
Other commercial uses may be subject to special
consideration
~imAI~ saJculatlw:i~:
Office: 20,450 sf
1. 20,450 sf/ 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 Employee ADT
l acknoo.Cedge Iha! the~ Slrllnlled may be~ lo lhe City of Cadsbad's Tl'cVISp()l1alio Demand Managemern ~. I agree to be ronladed shodd
mypennltrequireaTDMplanaoounderstMdthatooapi:rovedTOMplanisaconditionofpennitissuance. 4 _26_23
AppicantSignam: ..z.:...:,, .... • Date: _____ _
Person other than Applicant to be contacted for TDM compliance (if appflCJ)ble):
Name(Pnnted): _______________ _ PhoneNlll'i>er: ____ _
Emal Address: ________________ _
Updated 4/16/2021 7
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Carlsbad
RECEIVED
J
CITY OF CARLSBAD
!{tlft0lm'CO'Am)J
B-36
Development Services
Building Division
1635 Farad.iy Avenue
760-li02-77l9
www.carlsb•dt.1.gov
llHS CAkO MUST 8E HI-Lf.O OUT ~'lO A\' A.ll..lJ)U;, T TH~ Sf.R.\'ICE E' '"l'Mf.NT F01t THI: ltOUO INSl'aTJUN
A<l<l«lss, , <1\,n h. n ... n., .. (c., l~b4G{ , l Ji "l'u.xlt, Pemit Number.
°""""' I Phone: I ,oq \o ContradCr. , ... I "1 ) u"-Sf<l'l,,n,;, I Phone:
/'nainSq.R.
PANEL.: /Qu A.LC. VOLTS " WIRE
LOCATION CKT 8KR WIRE LTG MISC WIRE 8KR CKT LOCATION SIZE Sl2E TYPE MISC REC REC SIZE TI'l'li SIZE
12.e'F 1 \ (""" ''2-"~ ,~ 2 ~ J,...V,
17n ,-;;;7 3 I <.-le./ n. .. I S" 4 n ... H 6P-..
l +'IV"< 5 ,,., l < 6 v:f--......
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 2G
27 28
29 30
31 32
33 ,,..
35 36
37 38
39 . 40
41 42
MAJH:(l': /Q.u NAP BR.KIFUSE O MLO C<lmo,Aod Load AMPS
s..~~onbtcl BUS: NAP BrerW;t,ciroJllsrequlrod; ~ .uranr:a Of ...., ~;
A)Sae:No. B) Type: 0 CU O AL A) Lighting Cltt:ullll 220 • 3{b), 4(0)
B)TwoSmol!Applonoetm"'1 210-11(•) C)IN<Nb0tl: 0) Conduit S<u: ___ C) Launcl,y CltaJII 220-16(1)) ___ ,
8) Type: 0 cu O AL
0) c.nnl Heating EQUll)menl 422-12
A) Size: No. E)iwv-n 210· 52\d)
C) Oanv lo<a1ionl•~
DUFER 250-ISO(c) Remom;
r.?"W-""'° 250-104
□--250-52
D
GFC1 ioe.~ 210-a, UIIJ~ ~
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0 Ou16oons 'J --□Owner -MCI Pr-Ciro. 210 -12 ~-__,,. .,.
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