HomeMy WebLinkAbout110 SYCAMORE AVE; ; CBR2023-0262; PermitBuilding Permit Finaled
Residential Permit
Print Date: 03/03/2025
Job Address: 110 SYCAMORE AVE, CARLSBAD, CA 92008-3144
Permit Type:
Parcel #:
Valuation:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Occupant Load:
Code Edition:
Sprinkled:
BLDG-Residential
2041210400
$82,586.67
Project Title: RAGSDALE SYCAMORE REMODEL
Work Class:
Track#:
Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check #:
Plan Check #:
Addition
DEV2023-0054
Description: RAGSDALE: 195 SQFT ADDITION, 407 SQFT DECK, 549 SQFT REMODEL
Applicant:
MADESIGN AND DRAFTING SERVICES
DEREK BERG
12975 BROOKPRINTER PL, # STE 270
POWAY, CA 92064-8894
(760) 390-0007
FEE
BUILDING PLAN CHECK
Property Owner:
RAGSDALE TRUST
110 SYCAMORE AVE
CARLSBAD, CA 92008-3144
BUILDING PLAN REVIEW-MINOR PROJECTS (LDE)
BUILDING PLAN REVIEW-MINOR PROJECTS (PLN)
DECKS/BALCONY-NEW/REPLACE
REMODEL-RESIDENTIAL -OTHER
SB1473 -GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION -RESIDENTIAL (SMIP)
SWPPP INSPECTION TIER 1-Medium BLDG
SWPPP PLAN REVIEW TIER 1 -Medium
Total Fees: $2,379.00 Total Payments To Date: $2,379.00
Permit No:
Status:
C cityof
Carlsbad
CBR2023-0262
Closed -Finaled
Applied: 01/19/2023
Issued: 10/31/2023
Finaled Close Out: 03/03/2025
Final Inspection: 12/16/2024
INSPECTOR: de Roggenbuke, Dirk
Alvarado, Tony
Balance Due:
AMOUNT
$813.15
$194.00
$98.00
$315.00
$570.11
$4.00
$10.74
$292.00
$82.00
$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 "fees/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 w ith 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
imposit ion.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection
fees and capacit y 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 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov
( City of
Carlsbad
RESIDENTIAL
BUILDING PERMIT
APPLICATION
B-1
Plan Check
Est. Value
PC Deposit
Date
Job Address 110 Sycamore Ave. Carlsbad, CA 92008 Unit: APN: 204-121-04-00 -----·
CT/Pro1·ect #: Lot#: Year Built: 1949 --------------------------------
BRIEF DESCRIPTION OF WORK: Proposed small addition and expanded roof deck to a residential structure. Proposed
interior remodel.
I!] New SF: Living SF, 195 Deck SF, 407 Patio SF, _____ Garage SF __ _
Is this to create an Accessory Dwelling Unit? O Y O N New Fireplace? O YO N , if yes how many? ___ _
EJ Remodel:,_5_4_9 ____ .SF of affected area Is the area a conversion or change of use? 0 VO N
□ Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _
0 Solar: ___ KW, ___ Modules, Mounted:0Roof 0Ground, Tilt: 0Y0N, RMA:OY 0 N,
Battery:OVC N, Panel Upgrade: Ov CN Electric Meter number: ____________ _
Other:
APPLICANT (PRIMARY CONTACT) PROPERTY OWNER
Name: ALEX RAY (MADESIGN & DRAFTING SERVICES) Name: SAMANTHA & JAEMIN RAGSDALE
Address: 12975 BROOKPRINTER PL. STE 270 Address: 1408 CAUDOR ST.
City: POWAY State: CA Zip:_9_20_6_4 ___ C.ity: ENCINTAS State:_C_A __ .Zip: 92024
Phone: 760-390-0007 EX. 4 Phone: 949-370-6198
Email: ALEX@MADESIGNING.COM Email: RAGSDALEGIRLS@GMAIL.COM
DESIGN PROFESSIONAL CONTRACTOR OF RECORD
Name: ALEX RAY (MADESIGN & DRAFTING SERVICES) Business Name: ________________ _
Address: 12975 BROOKPRINTER PL. STE 270 Address: _________________ _
City: POWAY State:_C_A __ Zip: 92064 City: _______ State: ___ Zip: ______ _
Phone: 760-390-0007 EX. 4 Phone: __________________ _
Email: ALEX@MADESIGNING.COM Email: __________________ _
Architect State License: ___________ _ CSLB License #: _______ Class: ______ _
Carlsbad Business License # (Required): _______ _
APPLICANT CERT/FICA TION: I certify that I have read the application and state that the above information is correct and that the information of the plans is accurate. I
agree to comply with all City ordinances and State laws relating ta building construction.
NAME (PRINT): ALEXANDER RAY SIGN://~~ DATE: 01/19/2023
1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov
REV. 04122
THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _
A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING
THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE.
(OPTION A): LICENSED CONTRACTOR DECLARATION:
lherebyaffirmunderpena/tyofperjurythatlamlicensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3
of the Business and Professions Code, and my license is in full force and effect. I a/so affirm under penalty of perjury one of the
following declarations {CHOOSE ONE):
Di 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. Policy No. ____________________________________________ _
-OR-
D1 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: lnsuranceCompany Name: _______________________ _
Policy No. ____________________________ Expiration Date: _________________ ,
-OR-
D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become
subject to the workers' compensation Laws of california. WARNING: Failure to secure workers compensation coverage Is unlawful and shall subject an employer to
criminal penalties and civil fines up to $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.
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: _____________________ _
CONTRACTOR CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and
utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentialty existing detail within these plans inconsistent with the site plan are
not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show
the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed
use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation.
All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted.
NAME (PRINT): _________ SIGNATURE: __________ DATE: ______ _
Note: If the person signing above Is an authorized agent for the contractor rovide a letter of authorization on contractor letterhead.
(OPTION B): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's License Law for the following reason:
~-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).
-OR-
DI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law}.
-OR-
DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason:
AND,
M°FORM B-61 HOwner Builder Acknowledgement and Verification FormH is required for any permit issued to a property owner.
By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the
improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed
contractors. I understand that o copy of the applicable low, Section 7044 of the Business and Professions Code, is ovoiloble upon request when this application is
submitted orot the following Web site: http: I l www.leginfo.ca.gov/calaw. html.
OWNER CERT/FICA T/ON: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility
easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potent@lly existing detail within these plans inconsistent with the site plan are not approved
for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct
dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each
building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All
improvements existing on the property were completed in accordance with all regulations in existence at the time ir construction, unless otherwise noted.
Note: If the above is an authorized a ent for the owner.
1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov
2
REV. 04/22
( City of
Carlsbad
OWNER-BUILDER
ACKNOWLEDGEMENT
FORM
B-61
Development Services
Building Division
1635 Faraday Avenue
442-339-2719
www.carlsbadca.gov
OWNER-BUILDER ACKNOWLEDGMENT FORM
Pursuant to State of California Health and Safety Code Section 19825-19829
To: Property Owner
An application for construction permit(s) has been submit ted in your name listing you as the owner-builder of t he
property located at:
Site Address ____ 11_0 __ 5--L,.y_c._C\_IY1_o_r_e,,,c;___,_A_v _e, _______________ _
The City of Carlsbad ("City") is providing you with this Owner-Builder Acknowledgment and Verification form
to inform you of the responsibilities and the possible risks associated w ith t ypical construction activities issued
in your name as t he Owner-Builder.
The City will not issue a construct ion permit until you have read and initialed your understanding of each
provision in the Property Owner Acknowledgment section below and sign the form. An agent of the owner
cannot execute this notice unless you, the property owner, complete the Owner's Authorized Agent form and
it is accepted by the City of Carlsbad.
INSTRUCTIONS: Please read and init ial each statement below to acknowledge your understanding and
verification of this information by signature at the bottom of the form. These are very important construction
related acknowledgments designed to inform the property owner of his/her obligations related to the requested
permit activities.
I. /\-I underst and a frequent practice of unlicensed contractors is to have the property owner obtain an "Owner·
Builder" building permit that erroneously implies that the property owner is providing his or her own labor and
material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries
sustained by an unlicensed contract or and his or her employees while working on my property. My homeowner's
insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of
the limits of my insurance coverage for injuries to workers on my property.
II.
Ill.
IV.
V.
,A__l understand building permits are not required to be signed by property owners unless they are responsible
for the construction and are not hiring a licensed contractor to assume this responsibility.
-/:--I understand as an "Owner-Builder" I am the responsible party of record on the permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his
or her name instead of my own.
_±__1 understand contractors are required by law to be licensed and bonded in California and to list their license
numbers on permits and contracts.
A-, I understand if I employ or otherwise engage any persons, other than California licensed contractors, and
the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be
considered an "employer" under state and federal law.
1 REV. 08/20
Owner-Builder Acknowledgement Continued
VI. ,h__l understand if I am considered an "employer" under state and federal law, I must register with the state
and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and
contribute to unemployment compensation for each "employee." I also understand my failure to abide by these
laws may subject me to serious financial risk.
VII. /J:..--1 understand under California Contractors' State License Law, an Owner-Builder who builds single-family
residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed
by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of
the work is performed under contract with a licensed general building contractor.
VIII.
IX.
__f:__ I understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable
for any financial or personal injuries sustained by any subsequent owner(s) which result from any latent
construction defects in the workmanship or materials.
_t__ I understand I may obtain more information regarding my obligations as an "employer" from the Internal
Revenue Service, the United States Small Business Administration, the California Department of Benefit
Payments, and the California Division of Industrial Accidents. I also understand I may contact the California
Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca.gov for more information
about licensed contractors.
X. _L_1 am aware of and consent to an Owner-Builder building permit applied for in my name, and understand
that I am the party legally and financially responsible for proposed construction activity at the following address:
I IO 5 yc.£:ilVI 2r v ftvu
XI. ~I agree that, as the party legally and financially responsible forth is proposed construction activity, I will abide
by all applicable laws and requirements that govern Owner-Builders as well as employers.
XII. A,.._I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the
information I have provided on this form.
Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who
does not have a license, the Contractor's State License Board may be unable to assist you with any financial loss
you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court.
It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm
is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner-
Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractors are
properly licensed and t he status of their workers' compensation coverage.
Before a building permit can be issued, this form must be completed, signed by the property owner and returned
to the City of Carlsbad Building Division.
I declare under penalty af perjury that I have read and understand all af the information provided on this farm and that my responses, including my
authority to sign this form, is true and correct. I am aware that I have the option to consult with legal counsel prior ta signing this farm, and I have
either (1) consulted with legal counsel prior ta signing this form or (2) have waived this right in signing this form without the advice of legal counsel.
~JI --i.l
Property Owner Name (RINT) Date
REV. 08/20
( City of
Carlsbad
OWNERS
AUTHORIZED
AGENT FORM
B--62
Development Services
Building Division
1635 Faraday Avenue
442-339-2719
www.carlsbadca.gov
OWNER'SAUTHORIZED AGENTFORM
Only a property owner, contractor or their authorized agent may submit plans and applications for building
permits. To authorize a third-party agent to sign for a building permit, the owner's third party agent must bring
this signed form, which identifies the agent and the owner who s/he Is representing, and for what jobs s/he
may obtain permits. The form must be completed in Its entirety to be accepted by the City for each separate
permit application.
Note: The followlng Owner's Authorized Agent form Is required to be completed by the
property owner only when designating an agent to apply for a construction permit
on his/her behalf.
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF
Excluding the Property owner Acknowledgement, the execution of which I understand Is my personal responslblllty,
I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and flle the documents necessary
to obtain an OWner-Bullder Permit for my project.
Small addition to residential structure Scope of Construction Project (or Description of Work): _________________ _
Project Location or Address: 11 0 Sycamore Ave. Carl~bad, CA 92008
' Alex Ray (MADesign & Drafting Services) 760-390-0007 ex. 4 NameofAuthorlzed.Agent: _______________ TelNo. _______ _
AddressofAuthorlzedAgent: 12975 Brookprinter Pl. Ste. 270
Poway, CA 92064
I declare under penalty of perjury that I am the roperty owner for the address listed above and I personally filled
out the above Information and certify Its accu
l
PERMIT INSPECTION HISTORY for (CBR2023-0262)
Permit Type: BLDG-Residential Application Date: 01/19/2023 Owner: TRUST RAGSDALE TRUST
Work C lass: Addition Issue Date: 10/31/2023 Subdivision: PALISADES
Status: Closed -Finaled Expiration Date: 02/05/2025 Address: 110 SYCAMORE AVE
IVR Number: 460 15 CARLSBAD, CA 92008-3144
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
07/29/2024 07/29/2024 BLDG-84 Rough 256367-2024 Passed Dirk de Roggenbuke 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
BLDG-SW-Inspection 256369-2024 Partial Pass Dirk de Roggenbuke Reinspection Incomplete
Checklist Item COMMENTS Passed
Are erosion control BMPs Yes
functioning properly?
Are perimeter control BMPs Yes
maintained?
Is the entrance stabilized to Yes
prevent tracking?
Have sediments been tracked Yes
on to the street?
Has trash/debris accumulated Yes
throughout the site?
Are portable restrooms Yes
properly positioned?
Do portable restrooms have Yes
secondary containment?
08/09/2024 08/09/2024 BLDG-17 Interior 257416-2024 Passed Tony Alvarado Complete
Lath/Drywall
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Interior drywall, virtual inspection-OK. Yes
12/16/2024 12/16/2024 BLDG-Final Inspection 270956-2024 Passed Dirk de Roggenbuke Complete
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-Plumbing Final Yes
BLDG-Mechanical Final Yes
BLDG-Structural Final Yes
BLDG-Electrical Final Yes
Monday, March 3, 2025 Page 2 of 2
Building Permit Inspection History Finaled
{cityof
Carlsbad
Permit Type:
Work Class:
Status:
Scheduled
Date
11/22/2023
11/28/2023
02/16/2024
PERMIT INSPECTION HISTORY for (CBR2023-0262)
BLDG-Residential Application Date: 01/19/2023
Addition Issue Date:
Closed -Finaled Expiration Date:
IVR Number:
Actual Inspection Type Inspection No.
Start Date
11/22/2023 BLDG-21 231270-2023
Underground/Underflo
or Plumbing
Checklist Item COMMENTS
BLDG-Building Deficiency
11/28/2023 BLDG-11 231484-2023
Foundation/Ftg/Piers
(Rebar)
Checklist Item COMMENTS
BLDG-Building Deficiency
02/16/2024 BLDG-83 Roof $heating, 239666-2024
Exterior Shear (13, 15)
Checklist Item
BLDG-Building Deficiency
BLDG-13 Shear Panels-HD (ok
to wrap)
BLDG-15 Roof
Sheathing-Reroof
COMMENTS
10/31/2023
02/05/2025
46015
Inspection
Status
Passed
Passed
Passed
Owner: TRUST RAGSDALE TRUST
Subdivision: PALISADES
Address: 110 SYCAMORE AVE
CARLSBAD, CA 92008-3144
Primary Inspector Reinspection Inspection
Dirk de Roggenbuke
Dirk de Roggenbuke
Dirk de Roggenbuke
Passed
Yes
Passed
Yes
Passed
Yes
Yes
Yes
Complete
Complete
Complete
06/19/2024 06/19/2024 BLDG-18 Exterior 252211-2024 Partial Pass Dirk de Roggenbuke Reinspectlon Incomplete
Monday, March 3, 2025
Lath/Drywall
Checklist Item COMMENTS
BLDG-Building Deficiency 6/19/24 deck and stairs ok
BLDG-SW-Inspection
Checklist Item
252454-2024
COMMENTS
Are erosion control BMPs
functioning properly?
Are perimeter control BMPs
maintained?
Is the entrance stabilized to
prevent tracking?
Have sediments been tracked
on to the street?
Has trash/debris accumulated
throughout the site?
Are portable restrooms
properly positioned?
Do portable restrooms have
secondary containment?
Partial Pass Dirk de Roggenbuke
Passed
Yes
Reinspectlon Incomplete
Passed
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Page 1 of 2
solidforms . . eng1neer1ng
9474 Kearny Villa Rd, Suite 215, San Diego, CA 92126
Evan Coles, P.E. (858) 376-7734
evan@solidformseng.com
STRUCTURAL CALCULATIONS
Ragsdale Residence
110 Sycamore Ave, Carlsbad, CA 92008
11-16-2022 : Project# 22-383
Table of Contents
Design Criteria & Loads .................................................. 1
Gravity Analysis & Design .............................................. 2-6
Lateral Analysis & Design .............................................. 7-12
Foundation Analysis & Design ..................................... 13
Design Criteria
Building Code:
Concrete:
Masonry:
Mortar:
Grout:
Reinforcing Steel:
Structural Steel:
Bolting:
Welding:
Wood:
Soil:
Design Loads
Load 1
DL Asphalt Shingle Roof
Plywood
Joists
Insulation
Drywall
Electrical/Mech./Misc.
Other
Total DL
LL Residential Roof
Total Load
Load 3
DL Tile & Mortar
Plywood
Joists
Insulation
Drywall
Elec./Mech ./Misc.
Other
Total DL
LL Residential Deck
Total Load
solid forms
engineering
2018 IBC/2019 CBC -ASCE / SEI 7-16
ACI 318-14 [fc = 2500 psi -No Special Inspection Req.'d (U.N.O.)]
TMS 402-16/ACI 530-16 [Normal Wt.-ASTM C90-fm=1500 psi-Spec. Insp. Req.'d]
ASTM C270 [fc = 1800 psi Type S]
ASTM C476 [fc = 2000 psi]
ASTM A615 [Fy = 40 ksi For #4 Bars & Smaller/ Fy = 60 ksi For #5 Bars & Larger]
AISC 360-16, 15th Edition
W Shapes (I Beams):
HSS Shapes (Rect.):
HSS Shapes (Round):
Pipe Shapes:
All other steel:
ASTM A992, High Strength, Low Alloy, Fy = 50 ksi
ASTM AS00, Carbon Steel, Fv = 46 ksi
ASTM AS00, Carbon Steel, Fv = 42 ksi
ASTM A53, Grade B, Carbon Steel, Fv = 35 ksi
ASTM A36, Fy = 36 ksi
A307 / A325-N / A490-N (Single Plate Shear Conn.)
E70 Series Typ. (E90 Series for A615 Grade 60 Reinforcing Bars)
Shop welding to be done in an approved fabricator's shop.
Field welding to have continuous Special Inspection.
NDS-2018
Soil Classification (Table 1806.2):
Allowable Bearing Pressure =
Lateral Bearing Pressure =
Active Pressure =
At-rest Pressure =
Coefficient of Friction =
esf Load 2
4.0 DL Carpet & Pad Floor
1.5 Plywood
3.5 Joists
1.5 Insulation
2.5 Drywall
1.0 Elec./Mech./Misc.
0.0 Other
14 Total DL
20 LL Residential Floor
34 Total Load
est Load 4
24.0
1.5
3.5
1.5
2.5
1.0
0.0
34
60
94
(SW, SP, SM, SC, GM, & GC)
1500 psf (Table 1806.2)
150 psf/ft (fable 1806.2)
30 psf/ft (Table 1610.1)
60 psf/ft (Table 1610.1)
0.25 (Table 1806.2)
esf Int. Wall
4.0 DL Drywall
1.5 2x4 Studs @ 16110.c.
3.5 Misc.
1.5 Other
2.5 Total Load
1.0
0.0 Ext. Wall 1
14 DL Stucco
40 2x4 Studs @ 16"o.c.
54 Drywall
Insulation
Misc.
Other
Total Load
Ext. Wall 2
Page 1 of 13
11/16/22
est
5.0
1.0
1.0
7
est
10.0
1.0
2.5
1.5
1.0
16
Multiple Simple Beam
UC#: KW-06015083, Build:20.22.10.25
Descri tlon: GRAVITY
Wood Beam Design : FB-1
solidforms
engineering
Solid Forms Engineering
Page 2 of 13
11/16/22
Project File: RAGSDALE.ec6
(c) ENERCALC INC 1983-2022
Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16
BEAM Size : 5.25x11.875, Parallam PSL, Fully Braced
Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
iLevel Truss Joist Wood Grade : Parallam PSL 2.0E Wood Species :
Fb -Tension
Fb -Compr
2900 psi Fe -Prll 2900 psi Fv 290 psi Ebend-xx 2000 ksi
2900 psi Fe -Perp 750 psi Ft 2025 psi Eminbend -xx 1016.535 ksi
Density 45.07 pcf
Applied Loads
Beam self weight calculated and added to loads
Unit Load: D = 0.0160 k/tt, 0.0 ft to 14.0 ft, Trib= 3.50 ft
Unit Load: D = 0.0340, L = 0.060 k/ft, 0.0 to 14.0 ft, Trib= 6.50 ft
Design Summary
Max fb/Fb Ratio =
fb: Actual:
Fb : Allowable :
Load Comb:
Max fv/FvRatio =
fv: Actual:
Fv : Allowable :
Load Comb :
0.559 · 1 1,623.90 psf at 7.000 ft in Span# 1
2,903.37 psi
+D+L+H, LL Comb Run (L*)
0.344: 1 99.86 psi at 13.020 ft in Span# 1
290.00 psi
+D+L+H, LL Comb Run (L*)
I2 Lr: L S 'Ji. E Max Reactions (k)
Left Support 2.06 2.73
Right Support 2.19 2.73
Wood Beam Design : FB-2
BEAM Size :
Max De ections
ti Transient Downward 0.232 in Total Downward 0.405 in
Ratio 724 Ratio 415
L Only, LL Comb Run (L*) )+L+H, LL Comb Run (L*)
Transient Upward -0.263 in Total Upward -0.454 in
Ratio 456 Ratio 264
L Only, LL Comb Run (L*) )+L +H, LL Comb Run (L*)
Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16
3.5x24, Parallam PSL, Fully Braced
Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
ILevel Truss Joist Wood Grade : Parallam PSL 2.0E Wood Species :
Fb -Tension
Fb -Compr
2900 psi Fe -Prll 2900 psi Fv 290 psi Ebend-xx 2000 ksi
2900 psi Fe -Perp 750 psi Ft 2025 psi Eminbend -xx 1016.535 ksi
Density 45.07 pcf
Applied Loads
Beam self weight calculated and added to loads
Unit Load: D = 0.0340, L = 0.060 k/ft, Trib= 3.0 ft
Design summary
Max fb/Fb Ratio
fb: Actual : Fb : Allowable :
Load Comb :
Max fv/FvRatio =
fv : Actual : Fv : Allowable :
Load Comb :
Max Reactions (k)
Left Support
Right Support
= 352°313p~f 1at
2,685.24 psi
+D+L
0.114: 1
33.18psi at 290.00 psi
+D+L
I2 Lr: L 1.03 1.44
1.03 1.44
8.000 ft in Span# 1
0.000 ft in Span# 1
s ':t:I. E
------
. . .
• •
16.0 ft
Max Deflections
ti Transient Downward 0.033 in
Ratio 5802
LC: L Only
Transient Upward 0.000 in
Ratio 9999
LC:
Total Downward
Ratio
Total Upward
Ratio
0.057 in
3387
LC: +D+L
0.000 in
9999
LC:
I Multiple Simple Beam
LIC# : KW-06015083, Build:20.22.10.25
Wood Beam Design : FB-3
solidforms
engineering
Solid Forms Engineering
Page 3 of 13
11/16/22
Project File: RAGSDALE.ec6
(c) ENERCALC INC 1983-2022
Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16
BEAM Size : 3.5x9-25, Parallam PSL, Fully Braced
Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
iLevel Truss Joist Wood Grade : Parallam PSL 2.0E Wood Species :
Fb -Tension
Fb -Compr
2900 psi Fe -Prll 2900 psi Fv 290 psi Ebend-xx 2000 ksi
2900 psi Fe -Perp 750 psi Ft 2025 psi Eminbend -xx 1016.535 ksi
Density 45.07 pct
Ap_p_lied Loads
Beam self weight calculated and added to loads
Unit Load: D = 0.0340, L = 0.060 k/ft, Trib= 5.50 ft
Design summary
Max fb/Fb Ratio =
fb : Actual:
0-430; 1 1,283.21 psi at
2,985.01 psi
+D+L
Fb : Allowable :
Load Comb :
Max fv/FvRatio =
fv : Actual: Fv : Allowable :
Load Comb :
Max Reactions (k)
Left Support Right Support
0.316: 1
91.59 psi at
290.00 psi
+D+L
Q. J.[
0.89
0.89
1.
1.49
1.49
Wood Beam Design : FB-4
4.500 ft in Span# 1
0.000 ft in Span# 1
'::ti. E ti
9.0 ft
Max De ections
Transient Downward 0.106 in
Ratio 1018
LC: L Only
Transient Upward 0.000 in
Ratio 9999
LC:
Total Downward
Ratio
Total Upward
Ratio
0.169 in
637
LC:+D+L
0.000 in
9999
LC:
Calculatlons per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16
BEAM Size : 3.5x9.25, Parallam PSL, Fully Unbraced
Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
Wood Species : iLevel Truss Joist Wood Grade : Parallam PSL 2.0E
Fb -Tension
Fb -Compr
2900 psi Fe -Prll 2900 psi Fv 290 psi Ebend-xx 2000 ksi
2900 psi Fe -Perp 750 psi Ft 2025 psi Eminbend -xx 1016.535 ksi
Density 45.07 pct
AQQ(ied Loads
Beam self weight calculated and added to loads
Unit Load: D = 0.0340, L = 0.060 k/ft, Trib= 2.0 ft
Unit Load: D = 0.0160 k/ft, Trib= 3.50 ft
Design Summary
Max fb/Fb Ratio =
fb: Actual: Fb : Allowable :
0.157 · 1
457.08 psf at 3.880 ft in Span# 1 2,912.58 psi
Load Comb:
Max fv/FvRatio = fv : Actual: Fv : Allowable :
Load Comb :
Max Reactions (k)
Left Support
Right Support
+D+L +H, LL Comb Run (L *)
0.142: 1 41.09 psi at 7 .240 ft in Span# 1
290.00 psi
+D+L +H, LL Comb Run (LL)
Q. J.[ 1. s '::ti. E
0.50 0.48 0.84 0.75
~ ::: • 3.5x9.25
r-8.0 ft 2.0 ft
ax De ections
ti Transient Downward 0.024 in Total Downward 0.047 in
Ratio 3975 Ratio 2038
L Only, LL Comb Run (L*) )+L+H, LL Comb Run (L*)
Transient Upward -0.019 in Total Upward -0.034 in
Ratio 2504 Ratio 1402
L Only, LL Comb Run (L *) )+L+H, LL Comb Run (L*)
solidforms
engineering
I Multiple Simple Beam
LIC#: KW-06015083, Build:20.22.10.25 Solid Forms Engineering
Wood Beam Design : FB-5
Page 4 of 13
11/16/22
Project File: RAGSDALE.ec6
(c) ENERCALC INC 1983-2022
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
BEAM Size : 3.5x9.25, Parallam PSL, Fully Braced
Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
iLevel Truss Joist Wood Grade : Parallam PSL 2.0E Wood Species :
Fb -Tension
Fb -Compr
2900 psi Fe -Prii 2900 psi Fv 290 psi Ebend-xx 2000 ksi Density 45.07 pcf
2900 psi Fe -Perp 750 psi Ft 2025 psi Eminbend -xx 1016.535 ksi
Applied Loads
Beam self weight calculated and added to loads
Unif Load: D = 0.0140, L = 0.040 k/ft, 0.0 ft to 8.50 ft, Trib= 6.0 ft
Unif Load: D = 0.0340, L = 0.060 k/ft, 0.0 to 8.50 ft, Trib= 4.0 ft
1Point: D = 0.90, L = 0.80 k@ 12.50 ft
Ptslgo summary
Max fb/Fb Ratio =
fb: Actual : Fb : Allowable :
Load Comb:
Max fv/FvRatio =
fv : Actual : Fv : Allowable :
Load Comb:
0.554; 1 1,654.35 psi at 8.500 ft in Span# 1
2,985.01 psi
+D+L+H, LL Comb Run (LL)
0.612: 1 177 .34 psi at 8.500 ft in Span# 1
290.00 psi
+D+L+H, LL Comb Run (LL)
D. I.I: L .S 'Ii. f Max Reactions (k)
Left Support 0.55 2.04
Right Support 2.35 3.22
Wood Beam Design : FB-6
8.50 ft t 4 .0 ft --1
Max De ections
l:i Transient Downward 0.199 in Total Downward 0.340 in
Ratio 480 Ratio 282
L Only, LL Comb Run (•L) )+L+H, LL Comb Run (•L)
Transient Upward -0.184 in Total Upward -0.064 in
Ratio 522 Ratio 1583
L Only, LL Comb Run (L•) )+L+H, LL Comb Run (•L)
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
BEAM Size : 5.25x9.25, Parallam PSL, Fully Braced
Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
iLevel Truss Joist Wood Grade : Parallam PSL 2.0E Wood Species :
Fb -Tension
Fb -Compr
2900 psi Fe -Prll 2900 psi Fv 290 psi Ebend-xx 2000 ksi Density 45.07 pcf
2900 psi Fe -Perp 750 psi Ft 2025 psi Eminbend -xx 1016.535 ksi
Appljed Loads
Beam self weight calculated and added to loads
Unit Load: D = 0.0340, L = 0.060 k/ft, Trib= 4.0 ft
Design Summary
Max fb/Fb Ratio =
fb: Actual:
0.591 • 1
1,763.52 psi at
2,985.01 psi
+D+L
Fb : Allowable :
Load Comb:
Max fv/FvRatio = fv: Actual : Fv : Allowable :
Load Comb :
Max Reactions (k)
Left Support
Right Support
0.281: 1
81 .56 psi at 290.00 psi
+D+L
.0. I.I:
1.13
1.13
L
1.80 1.80
7 .500 ft in Span # 1
0.000 ft in Span# 1
.s 'Ii. f
Max De ections
l:i Transient Downward 0.397 in
Ratio 453
LC: L Only
Transient Upward 0.000 in
Ratio 9999
LC:
Total Downward
Ratio
Total Upward
Ratio
0.647 in
278
LC: +D+L
0.000 in
9999
LC:
solidforms
engineering
Multiple Simple Beam
UC#: KW-06015083, Build:20.22.10.25 Solid Forms Engineering
Wood Beam Design : FH-1
Page 5 of 13
11/16/22
Project File: RAGSDALE.ec6
(c) ENERCALC INC 1983-2022
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
BEAM Size:
Wood Species :
Fb -Tension Fb -Compr
Applied Loads
4x6, Sawn, Fully Unbraced
Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
Douglas Fir-Larch Wood Grade : No.2
900 psi Fe -Pr11 1350 psi Fv 180 psi Ebend-xx 900 psi Fe -Perp 625 psi Ft 575 psi Eminbend -xx
Beam self weight calculated and added to loads
Unit Load: D = 0.0140, L = 0.040 k/ft, Trib= 6.0 ft
Unit Load: D = 0.0340, L = 0.060 k/ft, Trib= 4.0 ft
Unit Load: D = 0.020 k/ft, Trib= 9.0 ft
Unit Load: D = 0.020, Lr= 0.020 k/ft, Trib= 4.0 ft
1600 ksi
580ksi
Density 31.21 pcf
Design Summary
Max fb/Fb Ratio =
fb : Actual :
0.439 -1 512.25 psf at
1,167.15 psi
+D+L
-----~~-----
Fb : Allowable :
Load Comb :
Max fv/FvRatio = fv : Actual:
Fv : Allowable :
Load Comb :
Max Reactions (k)
Left Support
Right Support
0.334: 1
60.10 psi at
180.00 psi
+D+L
D. LJ:
0.61 0.10
0.61 0.10
I.
0.60
0.60
Wood Beam Design : FH-2
1.250 ft in Span # 1
2.050 ft in Span# 1
w E jj
.
ax eflections
Transient Downward
2.50 ft
0.005 in
Ratio 5491
LC: L Only
Transient Upward 0.000 in
Ratio 9999
LC:
Total Downward
Ratio
Total Upward
Ratio
0.011 in
2734
LC:+D+L
0.000 in
9999
LC:
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
BEAM Size :
Wood Species :
Fb-Tension
Fb -Compr
Applied Loads
4x6, Sawn, Fully Unbraced
Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
Douglas Fir-Larch Wood Grade : No.2
900 psi Fe -Prll 1350 psi Fv 180 psi Ebend-xx
900 psi Fe -Perp 625 psi Ft 575 psi Eminbend -xx
Beam self weight calculated and added to loads
Unit Load: D = 0.0340, L = 0.060 k/ft, Trib= 2.0 ft
Unit Load: D = 0.0160 k/ft, Trib= 3.50 ft
1600 ksi
580ksi
Density 31.21 pct
Desiga Summary
Max fb/Fb Ratio =
fb : Actual :
Fb : Allowable :
Load Comb:
0.453· 1
527 .40 psf at
1,164.53 psi
+D+L
0.220: 1
39.64 psi at
180.00 psi
+D+L
2.500 ft in Span# 1 ~ 4x6
Max fv/FvRatio =
fv: Actual : Fv : Allowable :
Load Comb:
Max Reactions (k)
Left Support Right Support
D. LJ:
0.32
0.32
I.
0.30
0.30
4.550 ft in Span# 1
.s. w E jj
Max e ections
Transient Downward
Ratio
5.0 ft
0.022 in
2745
LC: L Only
Transient Upward 0.000 in
Ratio 9999
LC:
Total Downward
Ratio
Total Upward
Ratio
0.045 in
1327
LC: +D+L
0.000 in
9999
LC:
Multiple Simple Beam
LIC#: KW-06015083, Build:20.22.10.25
Wood Beam Design : FH-3
solidforms
engineering
Solid Forms Engineering
Page 6 of 13
11/16/22
Project File: RAGSDALE.ec6
(c) ENERCALC INC 1983-2022
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
BEAM Size : 6x8, Sawn, Fully Unbraced
Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
Douglas Fir-Larch Wood Grade : No.2 Wood Species :
Fb -Tension
Fb -Compr
875 psi Fe -Prll 600 psi Fv 170 psi Ebend-xx
875 psi Fe -Perp 625 psi Ft 425 psi Eminbend -xx
Applied Loads
Beam self weight calculated and added to loads
1Point: 0 =1.10, L =1.50k@0.50ft
Deslgo summary
Max fb/Fb Ratio =
lb : Actual:
0-290 • 1 253.42 psi at 873.72 psi
+D+L
Fb : Allowable :
Load Comb:
Max fv/FvRatio =
fv: Actual:
Fv : Allowable :
Load Comb:
Max Reactions (k)
Left Support
Right Support
0.094: 1
16.04 psi at 170.00 psi
+D+L
Q Lr
0.93 0.20
L
1.25 0.25
Wood Beam Design : FH-4
0.500 ft in Span# 1
2.380 ft in Span # 1
s. 'tJ. f l:i
Max De ect,ons
Transient Downward
Ratio
0.003 in
9999
LC: LOnly
Transient Upward 0.000 in
Ratio 9999
LC:
1300 ksi
470ksi
Density 31.21 pcf
Total Downward
Ratio
Total Upward
Ratio
0.005 in
7137
LC: +D+L
0.000 in
9999
LC:
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
BEAM Size : 5.25x11.875, Parallam PSL, Fully Unbraced
Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending
iLevel Truss Joist Wood Grade : Parallam PSL 2.0E Wood Species :
Fb -Tension
Fb -Compr
2900 psi Fe -Prll 2900 psi Fv 290 psi Ebend-xx 2000 ksi Density 45.07 pcf
2900 psi Fe -Perp 750 psi Ft 2025 psi Eminbend -xx 1016.535 ksi
Applied Loads
Beam self weight calculated and added to loads
Unif Load: D = 0.0340, L = 0.060 k/ft, 0.0 ft to 7.50 ft, Trib= 13.0 ft
1Point: D = 2.20, L = 3.0 k @7.50 ft
Deslgn Summary
Max fb/Fb Ratio =
fb: Actual :
0.695; 1
1,988.74 psi at
2,859.80 psi
+D+L
Fb : Allowable :
Load Comb :
Max fv/FvRatio = fv: Actual:
Fv : Allowable :
Load Comb:
Max Reactions (k)
Left Support Right Support
0.615: 1
178.42 psi at
290.00 psi +D+L
Q Lr
2.72
2.99
L
4.41
4.44
5.733 ft in Span# 1
9.033 ft in Span # 1
.s. 'tJ. f l:i
Max De ections
Transient Downward 0.154in Total Downward
Ratio 778 Ratio
LC: L Only
Transient Upward 0.000in Total Upward
Ratio 9999 Ratio
LC:
0.253 in
474
LC: +D+L
0.000 in
9999
LC:
Seismic Design
solidforms
eng inee rin g
Page 7 of 13
11/16/22
Design Variables Base Shear Calculation (ASCE 7-16 Sec. 12.8 & Supplement 2)
Latitude = 33.15 (12.8-2) V=CsW Cs = S0s*I/R
Longitude = -117.35
Site Class= D (12.8-3) forTST,: So1*I/(RT)
Occupancy= II Where: Cs max. = forT>T,: So1*TL*I/{RT2) Table 1.5-1 (12.8-4)
Seis. Category = D Table 11.6-1 & 2
I= 1.0 Tables 1-1 & 11.5-1 (12.8-5) for S,<0.6:0.044S0sI~0.01 Where: Cs min. = R= 6.5 Table 12.2-1 (12.8-6) for s,~o.6: 0.5S1*I/R
Ss = 1.099 Section 11.4.1
S1 = 0.396 Section 11.4.1 DL Area Len.
Fa= 1.200 Table 11.4-1 Material (pst) (ft') (ft)
fv = 1.904 Table 11.4-2 Load 1 14 820
SMs = Ss*Fa = 1.319 L. -(11.4-1) Q) Q) C. >
SM1 = S1*fv = 0.754 (11.4-2) C. Q) Ext. Wall 1 16 120 ::> _.
Sos = 2/3*SMs = 0.879 (11.4-3) Int. Wall 7 80
S01 = 2/3*SM1 = 0.503 (11.4-4) 820
All other structural systems Table 12.8-2
Ci= 0.02 1ii Table 12.8-2 >
x= 0.75 Table 12.8-2 ~ Load 2 14 820 L.
TL= 8 Figure 22-15 Q) Load 3 34 700
== Ta= Ci*h/ = 0.196 (12.8-7) .3 Ext. Wall 1 16 180
T =Ta= 0.196 Section 12.8.2 Int. Wall 7 100
1520
hn = 21.0 Section 12.8.2.1
Cs = 0.135 Section 12.8.1.1
k = 1 Section 12.8.3
Cd= 4 Table 12.2-1
D.a = hsx* 0.025 Table 12.12-1
Vertical Distribution of Forces & Allowable Elastic Drift (ASCE 7-16, Sec. 12.8.3 & 12.8.6)
Level Wx hx h/ Wxh/ Fx Fx(psf) % P 5.eallow.
Upper Level 22.6 21.0 21.0 475 4.7 5.8 55% Yes 0.750
Lower Level 64.3 11.0 11.0 708 7.0 4.6 100% Yes 0.825
87.0 1183 12 10
Level Forces (ASCE 7-16, Sec. 12.10.1.1)
Level Wx "E.Wx Fx EFx Fpx Fpx (ASD) Where:
Roof 22.6 22.6 4.7 4.7 4.7 3.3 F min. = 0.2ISosWx
Lower Level 64.3 87.0 7.0 11.8 11.3 7.9 Fmax. = 0.4ISosWx
87.0 11.8
=
=
=
Ht.
(ft)
9
9
10
10
0.135
0.394 Max.
0.039 Min.
Above w
(kips) (kips)
11.5
8.6
2.5
22.6
11.5
23.8
8.6 + 14.4
2.5 + 3.5
64.3
Where:
5.e allow. = 6a *I/¼
(Section 12.8.6)
p : Redundancy Check
Required if story shear
is > 35% of base shear
(Section 12.3.4.2)
Wind Design
solid forms
e ng i n eer i n g
Page 8 of 13
11/16/22
Wind Pressures for MWFRS ASCE 7-16 -Envelope Procdedure Method 2
Design Variables
Occupancy =
Iwind =
Basic Wind Speed (mph) =
Exposure Category =
Topographic Kzt =
Width (ft)=
Length (ft) =
Roof Pitch
Eave Ht. (ft) =
Ridge Ht. (ft) =
Mean Roof Ht (ft) =
'A =
9 =
'AKztI =
2a (ft) =
Min. Design Load (psf) =
II Table 1.5-1
1.00 Tables 1.5-2
110 Figure 26.5-IA
D Section 26.7.3
1 Section 26.8.2
20.0 Transverse
42.0 Longitudinal
4: 12
20.0
23.3
21.7
1.57 Figure 28.6-1
18.4
1.6
8.4 Figure 28.6-1 Note 9
16.0 Section 28.4.4
Ps = 'AKztIPs3o (28.6-1) Note: (-) Horiz. Pressures shall be zero.
Horiz. Press.
(psf) A B C D
Transverse 40.5 -7.3 27.0 -4.1
Longitudinal 30.1 -10.0 19.9 -5.9
tttttttttt ~1 ,-,~1-1-,-,~1,-,
Ve11ical
~ ---______ R_?ofangl•
-------------------7
~I
-----Width, W •
~ Ridge
Eave height
height
Wind presaur•• are in paf
•Because wind pre-.ce is less than zero (0), UH O for design.
Transverse Governing Design Force:
Transverse Tributary Area:
Transverse Governing Design Pressure:
Tttttttttt+,,,,,,,tt t
Vertical
24.9 kips
980 tt2
25.4 psf
Wind pre•aur•• ere in par
Longitudinal Governing Design Force:
Longitudinal Tributary Area:
Longitudinal Governing Design Pressure:
10.5 kips
433 ft2
24.2 psf
E
-36.3
-36.3
Vert. Press. Overhangs
F G H ECH GCH
-24.7 -25.1 -18.8 -50.7 -39.7
-20.6 -25.1 -15.9 -50.7 -39.7
Transverse
Zone Ps Area Force (k) Total (k)
A 40.5 168 6.8
24.9 B 0.0 28 0.0
C 27.0 672 18.1
D 0.0 112 0
Min. 16.0 980 15.7 15.7
E -36.3 84 -3.0
-19.9 F -24.7 84 -2.1
G -25.1 336 -8.4
H -18.8 336 -6.3
Min. -16.0 840 -13.4 -13.4
Longitudinal
Zone Ps Area Force (k) Total (k)
A 30.1 180 5.4
B
C 19.9 254 5.1 10.5
D
Min. 16.0 433 6.9 6.9
E -36.3 176 -6.4
F -20.6 176
G -25.1 244
-3.6
-6.1 -20.0
H -15.9 244 -3.9
Min. -16.0 840 -13.4 -13.4
Lateral Design
Upper Level
Seis. Area (tt2) =
Shear line Len,nx. (ft) =
Wind Relative to Ridge =
Wind Lengths:
41 = Vert.Trib Height (ft) =
L., = Dist to Adj Gridline (ft) =
Shear Above: line=
v'IAtx,,e (Seis/Wind) =
%Trib. of Load =
VxAbv.Trib. (Seis/Wind) =
N-S Line:
820
20
Perpendicular
Left Right
I 9.o
I 41.0
-
--
solidforms
engineering
E
p = 1.0
Sos= 0 879
Plate Ht. (ft) = 9
Lwanot. (ft) =
Strength Design Sels. Force: F, =
Maximum Wind Pressure: P, =
VxSeis(ASD> = Area/2*F,*p*0.7 =
xWind = LH*Lw/2*P, *0.6 = V
rv, (Above) =
Seis.
5.8
1655
Wind
V, Total = 1655
psf
25.4 psf
lbs
2815 lbs
lbs
2815 lbs
--
---0
USED FOR LOADS ONLY
Lower Level N-S Line:
Seis. Area (tt2) = 220
Shear line Len.Tot. (ft) = 14
Wind Relative to Ridge = Perpendicular
Wind Lengths: Left Right
41 = Vert.Trib Height (ft) = I 9.o
L., = Dist to Adj Gridline (ft) = T 16.0
Shear Above: Line= -
v».-(Seis/Wind) = --
0/o,-rib. of Load =
B
p = 1.0
Sos= 0.879
Plate Ht. (ft) = 10
Lwanot. (ft) = 5
--
---
Shearwall Seis. Wind
Strength Design Seis. Force: F, = 4.6 psf
Maximum Wind Pressure: P, = 25.4 psf
VxSeis(ASDJ = Area/2*F,*p*0.7 = 357 lbs
-
V xWind = LH*Lw/2*P,*0.6 =
rv, (Above) =
VxTot,I =
V.x/L=
1099 lbs
lbs
357 1099 lbs
71 220 plf
@
Page 9 of 13
11/16/22
V xAbv.Trib. (Seis/Wind) =
Use Shearwall Type=
with LTP4 clips@ 48 "o.c. 47%
Wood Shearwalls =
Length =
Load Type=
Shear Load (lbs) =
Wall DLDi<t. (psf) =
Resis. D4list. (plf) =
Resis. Dl..p,,;01 (lbs) =
Dl..p,,;nt Dist (ft) =
MomentoT (lb-ft) =
1Momen~. (lb-ft) =
Uplift (lbs) =
Uplift.,,-=
Upli~. =
w,
5
Seis. I Wind
357 1099
16
3565 10986
954 1200
580 2175
580 2175
Left Holdown = Per Plan
Right Holdown = Per Plan
W2
I
0 0
--
--
--
--
for entire length of grid line B
W3 W4 Ws -
I I I
0 0 0 0 0 0
------
------
------
------
'Resisting Moment DL Is reduced by 0.6·0.14*So, fa, Sels.(12.14.3.1.3) & 0.6 f()( Wind (2.4.1)
w6
I
0 0
--
--
--
--
Lateral Design
Lower Level N-S Line:
Seis. Area (tt2) = 910
Shear Line Len.Tot. (ft) = 9
Wind Relative to Ridge =
Wind Lengths:
4i = Vert.Trib Height (ft) =
L., = Dist to Adj Gridline (ft) =
Shear Above: Line=
v_ (Seis/Wind) =
%Trib. of Load =
V xAbv.Trib. (Seis/Wind) =
Wood Shearwalls =
Length=
Load Type=
Shear Load (lbs) =
Wall DLDist, (psf) =
Resis. Dl.oist_ (plf) =
Resis. D4>oint (lbs) =
D4>oint Dist (ft) =
Momento-r (lb-ft) =
1Momentiies1st. (lb-ft) =
Uplift (lbs) =
Upli~ =
Upli~e1. =
Left Holdown =
Right Holdown =
Lower Level
Seis. Area (tt2) =
Shear Line Len.Tot (ft) =
Wind Relative to Ridge =
Wind Lengths:
4i = Vert.Trib Height (ft) =
L., = Dist to Adj Gridline (ft) =
Shear Above: Line=
v_ (Seis/Wind) =
%Tnb. of Load =
VxAbv.Tnb. (Seis/Wind) =
Wood Shearwalls =
Length=
Load Type =
Shear Load (lbs) =
Wall DLDist. (psf) =
Resis. Dloist. (plf) =
Resis. D4>oint (lbs) =
DLPoint Dist (ft) =
MomentoT (lb-ft) =
1Momen4lesist. (lb-ft) =
Uplift (lbs) =
Upli~=
Upli~.=
Parallel
Left Right
I 9.0
T 32.0
Upper Level E
1655 2815
3/4
1241 2111
W1
8
Seis. I Wind
1810 2800
16
18104 27999
2442 3072
2088 3324
2088 3324
Per Plan
Per Plan
E-W Line:
410
3.5
Parallel
Left Right
I 10.0
I 10.0
-
--
W1
3.5
Seis. I Wind
664 725
16
6644 7252
467 588
2059 2221
2059 2221
Left Holdown = Per Plan
Right Holdown = Per Plan
solidforms Page 10 of 13
11/16/22 engineering
D
p = 1.0
Sos= 0.879
Plate Ht. (ft) = 10
Lwanot. (ft) = 12
-
--
W2
4
Seis. I Wind
905 1400
16
9052 14000
610 768
2412 3780
2412 3780
Per Plan
Per Plan
1
p = 1.0
Sos= 0 879
Plate Ht. (ft) = 10
LwaNTot (ft) = 3.5
-
--
W2
-
0
-
-
-
-
-
~
I
0 0 0
---
---
---
---
Shearwall Seis. Wind
Strength Design Seis. Force: F, = 4.6 psf
Maximum Wind Pressure: P, = 24.2 psf
VxSeisCASO> = Area/2*F,*p*0.7 = 1475 lbs
V xWind = LH*Lw/2*P, *0.6 = 2088 lbs
'f.V, (Above) = 1241 2111 lbs
V,Total = 2716 4200 lbs
-3.5: 1 = (h/2L)* Vx/L = 283 350 plf
-@ Use Shearwall Type=
with LTP4 clips@ 8 "o.c. 46%
for entire length of grid line D
W3 W4 Ws w 6
I I I I
0 0 0 0 0 0 0
-------
-------
-------
-------
Shearwall Wind
Strength Design Seis. Force: F x =
Seis.
4.6 psf
24.2 psf
-
W3
I
Maximum Wind Pressure: P, =
VxSeis(ASD) = Area/2*F,*p*0.7 =
.w1n<1 = lti*Lw/2*P, *0.6 = V
-
'f.V, {Above) =
V,Total =
3.5: 1 = (h/2L)* Vx/L =
Use Shearwall Type=
664 lbs
725 lbs
lbs
664 725 lbs
271 207 plf
@
with LTP4 clips@ 6 "o.c. 15%
for entire length of grid line 1
W4 Ws w 6
I I I
0 0 0 0 0 0 0
--------
-------
-------
-------
'Resisting Moment DI. ls reduced by 0.6-0.14'Sos ror 5els.(12.M.3.1.3) & 0.6 for Wind (2.4.1)
Lateral Design
Lower Level
Seis. Area (tt2) =
Shear Line Len.Tot. (ft) =
Wind Relative to Ridge =
Wind Lengths:
lti = Vert.Trib Height (ft) =
L., = Dist to Adj Gridline (ft) =
Shear Above: Line =
v,_ (Seis/Wind) =
0/oi-nb. of Load =
vxAtf.t.Trib. (Seis/Wind) =
Wood Shearwalls =
Length =
Load Type=
Shear Load (lbs) =
Wall DLDist. (psf) =
Resis. D4list. (pit) =
Resis. D4>oint (lbs) =
DLPoint Dist (ft) =
MomentoT (lb-ft) =
1Momentp_esist, (lb-ft) =
Uplift (lbs) =
Uplitt_.. =
Upli~.=
Left Holdown =
Right Holdown =
Lower Level
Seis. Area (tt2) =
Shear Line Len.Tot. (ft) =
Wind Relative to Ridge =
Wind Lengths:
lti = Vert.Trib Height (ft) =
L., = Dist to Adj Gridline (ft) =
Shear Above: Line=
V "<Above (Seis/Wind) =
%Trib. of Load =
vxAtf.t.Trib. (Seis/Wind) =
Wood Shearwalls =
Length=
Load Type =
Shear Load (lbs) =
Wall DLDist. (psf) =
Resis. D'-o;st. (pit) =
Resis. D4>oint (lbs) =
D4>oint Dist (ft) =
Momentor (lb-ft) =
1Momen~. (lb-ft) =
Uplift (lbs) =
Uplitt_.. =
Upli~.=
E-W Line:
400
9
Parallel
Left Right
I 10.0
I 27.0 .
. .
w,
4
Seis. I Wind
648 1958
16
6482 19580
610 768
1678 5375
1678 5375
Per Plan
Per Plan
E-W Line:
530
12
Parallel
Left Right
I 8.o
I 24.0
.
. .
w,
6
Seis. I Wind
859 1392
16
8588 13923
1374 1728
1312 2217
1312 2217
Left Holdown = Per Plan
Right Holdown = Per Plan
solidforms Page 11 of 13
11/16/22 engin eering
5
p = 1.0
Sos= 0.879
Plate Ht. (ft) = 10
Lwau Tot. (ft) = 4
.
. .
W2
I
0 0
. .
. .
. .
. .
7
p = 1.0
Sos= 0 879
Plate Ht. (ft) = 10
Lwanot. (ft) = 6
.
. .
W2
I
0 0
. -
. .
. .
. .
.
0
-
-.
-
.
0
.
.
.
.
Shearwall Wind
Strength Design Seis. Force: Fx =
Seis.
4.6 psf
24.2 psf
lbs
1958 lbs
lbs
.
W3
I
Maximum Wind Pressure: Px =
VxSeisCASD> = Area/2*F.*p*0.7 =
xWind = LH*Lw/2*Px*0.6 = V
.
r.v. (Above) =
VxTotal =
3.5:1 = (h/2L)* Vx/L=
Use Shearwall Type=
648
1958 lbs
203 489 plf
(9
with LTP4 clips @ 16 "o.c. 43%
for entire length of grid line 5
W4 Ws w6
I I I
0 0 0 0 0 0 0
. . . . . . .
. . . . . . .
. . . . . . .
---. -. .
Shearwall Wind
Strength Design Seis. Force: F x =
Seis.
4.6 psf
24.2 psf
lbs
1392 lbs
lbs
.
W3
I
Maximum Wind Pressure: Px =
VxSeis(ASD) = Area/2*Fx*P*0.7 =
xWlnd = LH*Lw/2*Px *0.6 = V
.
r.v. (Above) =
VxTotal =
Vx/L =
Use Shearwall Type=
859
859 1392 lbs
143 232 plf
@
with L TP4 clips @ 48 "o.c. 69%
for entire length of grid line 7
W4 Ws w6 -
I I I
0 0 0 0 0 0 0
-. . . . . . .
. . . . . . .
. . . . . . -
. . --. -.
'Resisting Moment OL Is reduced by 0.6·0.14'5os for Sels.(12.14.3.1.3) & 0.6 for Wind (2.4.1)
Lateral Design
Lower Level
Seis. Area (ft') =
Shear Line Len,r01. (ft) =
Wind Relative to Ridge =
Wind Lengths:
41 = Vert.Trib Height (ft) =
I..,. = Dist to Adj Gridline (ft) =
Shear Above: Line =
v,,_ (Seis/Wind) =
%rr;b. of Load =
VxAbv.Trib. (Seis/Wind) =
Wood Shearwalls =
Length =
Load Type =
Shear Load (lbs) =
Wall DLo;,t, (psf) =
Resis. D4:>ist. (plf) =
Resis. D4'oint (lbs) =
DLPoint Dist (ft) =
Momentor (lb-ft) =
1Momen~st. (lb-ft) =
Uplift (lbs) =
Upli~=
Upli~et. =
Left Holdown =
Right Holdown =
E-W Line:
600
8
Perpendicular
Left Right
I 9.o
I 26.0 .
. .
W1
8
Seis. i Wind
972 1785
16
9723 17853
2442 3072
971 1971
971 1971
Per Plan
Per Plan
solidforms
engineering
2
p = 1.0
Sos= 0 879
Plate Ht. (ft) = 10
Lwanot. (ft) = 8
Sheaiwall
Strength Design Seis. Force: Fx =
Maximum Wind Pressure: Px =
VxSeis (ASDl = Area/2*F.*p*0.7 =
xWind = LH*Lw/2*Px *0.6 = V
r.v. (Above) =
Vxrotal =
Seis.
4.6
972
972
Wind
psf
25.4 psf
lbs
1785 lbs
lbs
1785 lbs
. . VJL = 122 223 plf
. . . .
Use Shearwall Type= @
Page 12 of 13
11/16/22
with LTP4 clips@ 32 "o.c. 89%
for entire length of grid line 2
W2 W3 W4 Ws w6
I I I I I
0 0 0 0 0 0 0 0 0 0
. --. -. . . . .
. . -. --. . . .
. -. . -. . . . .
. . -. -. . . . .
Foundation Design
Concentrated Loads
Pad Ftg: Fl q= 1500 psf
solidforms
engineering
Page 13 of 13
11/16/22
D( 2200 )+Lr( )+L( 2800 ) + W( ) + E( ) = 5,000 # Total Load
Gov. Load: D+L = 5000 # Factored Load
v'(144* 5000 / 1500 )= 21.9 "Min. Square Dimension
Use: 24 "Sqr. x 18 " Deep with (3) #5 Bars Ea. Way Loaded:i:fd
Pad Ftg: F2 q= 1500 psf
D( 2200 )+Lr( 2800 )+L( ) + W( ) + E( ) = 5,000 # Total Load
Gov. Load: D+Lr = 5000 # Factored Load
v'(144* 5000 / 1500 )= 21.9 "Min. Square Dimension
Use: 24 "Sqr. x 18 " Deep with (3) #5 Bars Ea. Way Loaded:•:fd
Pad Ftg: F3 q= 1500 psf
D( 2400 )+Lr( )+L( 3300 ) + W( ) + E( ) = 5,700 # Total Load
Gov. Load: D+L = 5700 # Factored Load
v'(144* 5700 / 1500 )= 23.4 " Min. Square Dimension
Use: 27 "Sqr. x 18 " Deep with (3) #5 Bars Ea. Way Loaded:WJM
Pad Ftg: F4 q= 1500 psf
D( 3000 )+Lr( )+L( 4500 ) + W( ) + E( ) = 7,500 # Total Load
Gov. Load: D+L = 7500 # Factored Load
v'(144* 7500 / 1500 )= 26.8 "Min. Square Dimension
Use: 30 "Sqr. x 18 "Deep with (4) #5 Bars Ea. Way Loaded : •:rnf4i
STORM WATER POLLUTION PREVENTION NOTES
1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE
AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION
OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN
IS EMINENT.
2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION
CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING
RAINFALL.
3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL 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 THE END OF EACH WORKING DAY WHEN THE FIVE (5)
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT
( 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 MANAGEMENT PRACTICE MEASURES MUST
BE INSTALLED AND MAINTAINED.
7. THE CITY INSPECTOR SHALL HA VE THE AUTHORITY TO ALTER
THIS 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
ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID
THE MOBIUZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO
AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION
RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES,
COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP
THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES
UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED
BY THE CITY OF CARLSBAD.
DEREK BERG
OWNER(S)/OWNER'S AGENT NAME (PRINT)
O~~.f ~AME (SIGNATURE)
E-29
10/27 /23
DATE
STORM WATER COMPLIANCE FORM
TIER 1 CONSTRUCTION SWPPP
E-29
CB ___ _
SW_
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials
BMPs Control BMPs Management BMPs Pollution Control BMPs
C ..., C C 0 ...,
0 0 :;:; C C "O :;:; :;:; Cl C Q) "O Q) "O (/) C 0 0 C C Cl E C E C ..., C ..., :::, ::, 0 '6 ·.:: ,Q-C C C E '--L. :;:; L. Q)
::::;; "O (/) Cl L. Q) ..., ..., C ::, >, Cl
C Q) L. C Q) c (/) (/) (/) ~ ·.:: "-c-L. C C Cl Ccj a. Q) ·.:: -C (I) C L. w ~ 0
Best Management Practice* ~ C C CD 'a. L. 0 Q) 0 L. (!) Q) C :;:; :..c (/) 3: (/) L. Q) C C (.) .... (.) Q) ..., Q) C ...,
(/) Q) (/) C f-E Cl a, Cl CD 00 C
(/) "O (/) ~ "O Q) (/) ::::;; C Q) C
(BMP) Description ➔ 0 -~ Q) (/) Cl C C a => Q) ..., Q)
Q) :5 ~ Q) 0 ..., C C 3: C .... 0 -g~ "O >, 0 (/) CC C > ~ E :;:; C a 0 CD (/) ·-Cl 0,-:!le u Q) C 0 Cl Q) Q)
X ::::;; 0 Cl a C Q) 0::: E C ..., N (I) 0 en~ Q) Q) C ~:g, 0 'a. L. -3::42>
Q) C Q) E ..><: Q) ..., :::, ..c E~ ::: (/) ::: 3: L. ·-:a u·c ·.:: a.. 0 Cl
"O ..C C Q) LL L. Q) :::, ·-Q) ·-"O Q) -cC '-C ..><: L. "O C -0 > "O L...., •-.... C Q) L. Q) 0 --0 0 -·-a. '6 Q) Q) Q) 0 C ..c L. ..C C ...,o ~~ -•-C -a ..., = C •-C
~ t.... C 0 -..c C ~c 0 0 C Cl .E 0 CC ..c Q) 0 oc Q) C t.... Q) ..c .... C ..., L. 0 Q) -c..., C -a. 0
(!) WO (/) vi (/) (.) ti: (!) (/) > (/) (/) a.. VJ C (/) 0::: :it: ct a..o a.. >U ::::;; (/) :::::. (/) (/) u (/) ::::;;
CASQA Designation ➔ ,..._ co 0) -I"") v LO co ,..._ co 0 N -I") ,..._ co N I") v LO ---I I I I I I I I I I I I I I I I I I I I I I I
(..) (..) (..) (.) w w w w w w w w g:: g:: (/) (/) (/) (/) i i i ::::;; i Construction Activity w w w w (/) (/) (/) (/) (/) (/) (/) (/) z z z z :it:
J Gradina/Soil Disturbance Iv
Trench ina /Excavation
Stockoilina
Drill in a /Borina
Concrete/ Asohalt Sawcuttina
Concrete Flatwork
Pavina
Conduit/Pioe Installation
Stucco/Mortar Work
J Waste Disoosal \./ , .. / ,/ v v
Staaina/Lav Down Area
Eauioment Maintenance and Fuelina
Hazardous Substance Use/Storacie
Dewaterinci
Site Access Across Dirt
Other (list):
Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction.
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.
SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE
ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN.
SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE
EROSION CONTROL PLAN.
PROJECT INFORMATION
Site Address: 110 Sycamore Ave. Carlsbad, CA 92008
Assessor's Parcel Number: _2_0_4-_12_1_-_o_4-_oo __ _
Emergency Contact:
Name: SAMANTHA RAGSDALE
24 Hour Phone: 949-370-6198
Construction Threat to Storm Water Quality
(Check Box)
0 MEDIUM ~ LOW
Q) ...,
(/)
C 3::...,
C (/) Q)
:::i E 0 Q) ~ Cl
CC
NC cc :::r::::::;;
co I i
./ ..
Q) ...,
(/) c-3::c Q)
a, E ..., Q) ~ Cl O C
CC 0 C (.) ::::;;
co I i
Page 1 of 1 REV 02/16
\
\
\
\
\
ABBREV/A TION_S:
n ............................ EXJST/NC Fr .......................... F',/1/SH flDOR
FS. ............................ fJI/JSH SURFACE
GS. ............................ GROUNO SHOr TIL ................. : ...... Tr1' OF WALL BW. ........................... BOTTO!I OF WALL
75. ............................ Tr1'0FSUJl'f
BL ........................ BOTroll OF SI.OPE CO ............................ aL<NOOT
Uli ............................ MANHOIE SIIH. ......................... SDl£R MNIHOIE fU f1R" H'rl)/IANT
PfL----UllJTY PUil.BOX LP ...................... UGHT POI£
SD.. ...STORII DRAIN
SS.......... .. .......... SANITARY 50fR 111/ ............................. WA T!7I IJ£TfR
IW ............................ WAT!ll VAL\£
£A ... EDGC OF ASPHALT EC ............................. EDGC OF CONCRETf
n:............ .. ...... Tr1' OF CVRB FL ............................. flOW UNE
CllU..... . ......... cooaur MASO/RY UNIT
CCHC ....................... CCHCRE1£
AC....... .. .... ASPHALT CONCRE1£
BWG.. .. ... BU/WING
AP/1 .......................... ASS[SS()II PARC£!. HUMBUI
NO........ .. ..... NUMBDl
LP ........................... UGIIT Fa£
PP...... .. .... POll(JI POI£ EB...... .. ............. EDGC OF BRICK
ICV. .......................... IRRIGA 110N CCHTROf. VAL\£
,:
\
<S· .<J>
()
1' "P < (J)
~
\
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1' 0
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I j ,. ........
110 SYCAMORE A VENUE -TOPOGRAPHIC SURVEY
•;:.in!
if
.......... t
~~\~::~i
.I • .4~-, I: ~ ~· ,,.\
-.. , ........ ~-'\ ..,/ ~ < \ \ .I?''.\ . \
CARLSBAD, CA 92008
l~"f, 1_:t
,i
BWG. FOOTPRINT
\ /
\ / \ / \ /
\ /
~~.t:f/ ,/,)~✓</
\
£X. ROOFUNE
lOT4
MAPNO. 1747
APN: 204-121.()4
/ / / . / ~
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lll l.£AD.t DISK.~
SIIIP'D "1.SS717"
PER CR. 49748
S /
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✓
FD. J/4"f>,-......_ ,., /
1.58259: PER ~
CR.36881 / ./'
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GRAPHIC SCA LL 1" -1 O'
1y-, ~
5 0 10 2'o
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t .-: -,i; .• ~-• ,v ', . ./:µ
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LEGEND:
SUR\£Y M<WllfNT AS NO TED
PROPERTY UN£
R1Q-IT (T lf.AY
ROAO CEN1ERUNE
AD.X:JN/NG PROPERTY LINE
ROAO EASDJEJIT UH£
£X.llUU)jN(,
£X. ROOFLJN[
CX. CO/TOUR
SPOT fl£VA110N
[X. QJTTrR
EX. CCHCRE1£
CX. ASPHALT PA~G
ex. TRff/PAl/,/
E)( RIT A!NIHG WALL
.,.
/ /
/
•
~
..J
---------
"~ VANRVN
CIVIL ENGINEERING I LANO SURVEYING
San Diego I Manteca I 858 367 3504
vamynengineering com
CLIENT INFORMA T/ON:
SAMANmA RJ.GSDA1£ 110 S'ICAJIORf A\UIU[
CARI.SBAO, CA 92008
OWNER INFORMA T/ON:
RAGSDALE 1RUST
JOO CAR!5BAO \UAG£ DR.
108A-J16 CARLSBAD, CA 92008
SlTE LNF{)RMATION:
SHEET 1 OF 1
~ !J!JJ; 204-121-04-00
110 ~ Al,fM,£ CNIJ.SJAO, Cl 92000 61JEA· #49.21 S..F / 0.102 AC.
SURVEYED BY:
$R~ ca.f'LI1ED BY: VNI R.,,..fNQHfIR1N(;.flC
16766 8CJIJlJP.OO ClHrrR DR.. Sn: 115 SM DCGO. CA n12a ll54.52UIOO
LEGAL DESCRIPTION:
DA 11' COIIPt£1l'D: D!J/08/202J
LOT 4 IN BI.OCI< "A' OF PAllSNJCS. IN 1H£ arr OF CARLSBAO. COUHTY OF
SAN DIEGO, STArr OF c;,.Jf'DflNI,\ ACCOOJING TO 1,/Af' THUlfOF NO. 1747. F1t£O IN TH£ OFFJCi OF THE COUHTY RECOROfR OF SAN OICGO COUNTY. FEBRUARY 5, 192J.
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SURVEY NOTES:
1. THE PflOPERTY BOONOARY SI/OWN 1/[R[(tl IS Tl/£ RESIJI.T OF A
PREOSC RE11W:01£NT OF THE PROPERTY DESOl1BED ABO\£ A PROCEDURE OF SUR\£Y OEPICTIIII! PH '5/CAL El«IICE Al/0
1,/f).S/Jf/£J/fT DATA IS AVAIWII£ F(11 RE1l£W UPON REOUfST.
2 TH£ LOCATIOOS IF UN0£1/GROONO UllJTY LINES AN0/(11 S1RUC1UR£S
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POSIJJON REUD\£ TO TH£ PROPERTY UH£.
PACIFIC
OCEAN
7
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VICINITY MAP
N.r.s.
T-3
Development Services
Planning Division CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
P-30
{'Cityof
Carlsbad 1635 Faraday Avenue
(442) 339-2610
www.carlsbadca.gov
PURPOSE
In September 2015, the City of Carlsbad adopted a Climate Action Plan (CAP) that outlines actions that
the city will undertake to achieve its proportional share of state greenhouse gas (GHG) emissions
reductions. This checklist contains measures that are required to be implemented on a project-by-project
basis to ensure that the specified emissions targets identified in the Climate Action Plan (CAP) are
achieved. Implementation of these measures will ensure that new development is consistent with the
CAP's assumption for relevant CAP strategies toward achieving the identified greenhouse gas (GHG)
reduction targets. In this manner, a project's incremental contribution to a cumulative GHG emissions
effect may be determined not to be cumulatively considerable if it complies with the requirements of the
CAP, in accordance with CEQA Guidelines Sections 15064(h)(3), 15130(d}, and 15183(b}. *
*City staff are currently not assessing the greenhouse gas impacts of California Environmental Quality Act
projects by using the Climate Action Plan as a qualified GHG reduction plan under CEQA section
15183.S(b). Please consult with the Planning Department for further guidance. Additional information
may be found on the Climate Action Plan Update and Vehicle Miles Traveled calculations staff report.
This checklist is intended to assist project applicants in identifying CAP ordinance requirements and
demonstrate how their project fulfills those requirements. This checklist is to be completed and included
in applications for new development projects that require discretionary review. The specific applicable
requirements outlined in the checklist shall be required as conditions of project approval for CAP
compliant projects with streamlined GHG emissions assessments. This checklist (i.e. Form P-30) is
complementary to the checklist provided in Form B-50, which is specific to building permits and required
for building permit applications.
APPLICATION SUBMITTAL REQUIREMENTS
The completed checklist must be included in the project submittal package or building permit
application. Application submittal procedures can be found on the City of Carlsbad website. This
checklist is designed to assist the applicant in identifying the minimum CAP-related requirements
specific to their project. However, it may be necessary to supplement the completed checklist with
supporting materials, calculations or certifications, to demonstrate full compliance with CAP
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.
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 Planning Division
or building official.
• The requirements in the checklist will be included in the project's conditions of approval or issuance
of building permit.
• Details on CAP ordinance requirements are available on the city's website.
P-30 Page 1 of7 Revised 6/22
City of Carlsbad Climate Action Plan Consistency Checklist
STEP 1: LAND USE CONSISTENCY
The first step in determining CAP consistency for discretionary development is to assess the project's consistency
with the growth projections used in the development of the CAP. This section allows the city to determine a
project's consistency with the land use assumptions used in the CAP. Projects found not to be consistent with the
CAP's land use assumptions and that are projected to emit at or above the CAP screening threshold of 900 metric
tons of CO2 equivalent (MTCO2e) GHG will be subject to a project-specific analysis of GHG emissions' impact on the
environment in accordance with the requirements of the California Environmental Quality Act (CEQA). This may
result in GHG-reducing mitigation measures applied as a condition of project approval in addition to compliance
with the CAP ordinance requirements identified in Step 2 of this checklist.
Checklist Item
(Check the appropriate box and provide an explanation and supporting documentation for your answer)
A. Is the proposed project consistent with the existing General Plan land use and specific/master plan or zoning designations?
OR,
If the proposed project is not consistent with the existing land use plan and zoning designations, does the project include a
land use plan and/or specific plan, master plan or zoning designation amendment that would result in an equivalent or less
GHG-intensive project when compared to the existing designations?
Yes No
□
If "Yes', proceed to~ of the checklist. For the second option under Question A above, provide estimated project-related GHG emissions under both existing and
proposed designation(s) for comparison. GHG emissions must be estimated in accordance with the City of Carlsbad Guidance to Demonstrating Consistency with the
dimate Action Plan.
If "No", proceed to Question B.
B. The CAP established a screening threshold of 900 MTCOie/year for new development projects to assist in determining
consistency with the CAP. The types and sizes of typical projects listed below have been determined to correspond to the CAP
screening threshold. Will the proposed land use change result in the construction of less than any one of the following?
• Single-Family Housing: SO dwelling units
• Multi-Family Housing: 70 dwelling units
• Office: 35,000 square feet
• Retail Store: 11,000 square feet
• Grocery Store: 6,300 square feet
• Other: If the proposed project is not one of the above types, provide a project-specific GHG emissions analysis to
determine whether it is below the 900 MTCOze/year screening threshold.
If "Yes', proceed to~ of the checklist
□ □
If "No", the project's GHG impact is potentially significant and must be analyzed in accordance with CEQA. Applicant must prepare a Self-developed GHG emissions
reduction program in accordance with the City of Carlsbad Guidance to Demonstrating Consistency with the Climate Action Plan to demonstrate how it would offset
the increase in emissions over the existing designations. The project must incorporate each of the applicable measures identified in~ to mitigate cumulative
GHG emissions impacts unless the decision maker finds that a measure is infeasible in accordance with Calfomia Environmental Quality Act Guidelines Section
15091. Mitigation in lieu of or in addition to the measures in Step 2 may be required, depending on the results of the project-specific GHG impact analysis. Proceed
and complete a project-specific Self-developed GHG emissions reduction program and Step 2 of the Checklist
P-30 Page 2 of? Revised 06/22
City of Carlsbad Climate Action Plan Consistency Checklist
STEP 2: CAP ORDINANCE COMPLIANCE REQUIREMENTS
Completion of this checklist will document a project's compliance with CAP ordinances, and in turn, demonstrate
consistency with the applicable measures and actions of the CAP. The compliance requirements in this Step 2 apply
to development projects that require a building permit. All other development projects shall implement all
emissions-related mitigation measures from the General Plan Update EIR.
Project No./Name:
Property
Address/APN:
Applicant Name/Co.:
Applicant Address:
Contact Phone:
RAGSDALE: SYCAMORE REMODEL
110 SYCAMORE AVE. CARLSBAD, CA 92008
SAMANTHA & JAEMIN RAGSDALE
1408 CAUDOR ST. ENCINITAS, CA 92024
760-390-0007 EX 4 Contact Email: alex@madesigning.com
Contact information of person completing this checklist (if different than above):
Name: ALEXANDER RAY Contact Phone: 760-390-0007 EX 4
Company
name/address: MADESIGN & DRAFTING SERVICES Contact Email: alex@madesigning.com
12975 BROOKPRINTER PL. STE. 270 POWAY, CA 92064
Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. If
your project includes alterations or additions to an existing building, please contact the Carlsbad Building Division for
assistance in estimating building permit valuation, by phone at 760-602-2719 or by email at building@carlsbadca.gov.
Estimated Building Permit Valuation (BPV): $ _________ _
~ Alterations:
D BPV < $60,000
8 BPV ~ $60,000
D Electrical service panel upgrade
D BPV ~ $200,000
D New construction
D Alterations:
P-30
N/A
lAand 4A
4A
lA and 4A
Page 3 of 7
All residential alterations
1-2 family dwellings and townhouses with attached
garages only
Multi-family dwellings only where interior finishes are
removed and significant site work and upgrades to
structural and mechanical, electrical, and/or plumbing
systems are proposed
Revised 06/22
City of Carlsbad Climate Action Plan Consistency Checklist
□ 8PV 2: $200,000 or additions 2: 18, 5 1,000 square feet
□ BPV 2: $1,000,000 18, 28 and 5 Building alterations of 2: 75% existing gross floor area
□ 2: 2,000 sq. ft. new roof addition 28 and 5 18 also applies if BPV 2: $200,000
Please refer to Carlsbad Ordinance No. CS-347 and the California Green Building Standards Code (CALGreen) for more information when completing this section.
A. ~ Residential addition or alteration 2: $60,000 building permit valuation.
See Ord. CS-347, Section 8.
Year Built Single-family Requirements
~ Before 1978 Select one:
D Duct sealing D Attic insulation □Cool roof
D 1978 and later Select one:
D Lighting package □ Water heating package
D Between 1978 and 1990
D 1991 and later
B. 0 Nonresidential• new construction or alterations 2: $200,000 building permit valuation,
or additions~ 1,000 square feet.
See CAI.Green Appendix AS, Discussion AS.2, as amended in CS-347, Section 3.
AS.203.1.1.1
□ Outdoor lighting: .90 Allowed Outdoor Lighting Power
AS.203.1.1.2
□ Restaurant service water heating (comply with California Energy Code Section 140.5, as amended)
AS.203.1.2.1
Choose one as applicable: D .95 Energy budget D .90 Energy budget
AS.211.1.00
D On-site renewable energy
AS.211.3 ..
D Green power (if offered by local utility provider, 50% minimum renewable sources)
AS.212.1
D Elevators and escalators
AS.213.1
D Steel framin
P-30 Page 4 of 7
0 N/A _________ _
D Exception: Home energy score~ 7
( attach certification)
Multi-family Requirements
~ Attic insulation
Select one:
□ Attic insulation □ Duct Sealing □Cool roof
Select one:
□ Lighting package D Water heating package
□ N/A _________ _
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
Revised 06/22
City of Carlsbad Climate Action Plan Consistency Checklist
□ N/A
• Includes hotels/motels and high-rise residential buildings
° For alterations 2: $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 California
Energy Code section 120.10 instead.
A. D Residential new construction (for building permit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.l(c) 14 for
requirements. Note: if project Includes Installation of an electric heat pump water heater pursuant to Carlsbad ordinance CS.348, 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:
kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.)
*Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type
If proposed system size is less than cakulated size, please explain.
Exception
D
□
□
□
kWdc
8. D Nonresidential new construction or alterations ~1,000,000 BPV and affecting 2:75% existing floor area, or addition that increases roof area by .!!2,000
square feet Please refer to Carlsbad Ordinance CS-347, Section 6 when completing this section.
Choose one of the following methods:
D Gross Floor Area {GFA) Method
GFA:
□ If< 10,000s.f. Enter: 5 kWdc
Min. System Size:
0 If 2: 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.
D Time-Dependent Valuation Method
Annual TDV Energy use:*** x .80= Min. system size: ___ kWdc
*** Attach calculation documentation using modeling software approved by the California Energy Commission.
P-30 Page 5 of 7 Revised 06/22
City of Carlsbad Climate Action Plan Consistency Checklist
A. D Residential and hotel/motel new construction
Please refer to Carlsbad Ordinance CS-347 and CS-348 when completing this section.
D For systems serving individual dwelling units choose one:
D Heat pump water heater AND compact hot water distribution AND drain water heat recovery (low-rise residential
only)
D Heat pump water heater AND PV system .3 kWdc larger than required in CA Energy Code Section 120.10 (for high rise
residential hotel/motel) or 150.l(c) 14 (for low-rise residential)
D Heat pump water heater meeting Tier 3 or higher NEEA Advanced Water Heating Specification
D Solar water heating syst em that is either .60 solar savings fraction or 40 s.f. solar collectors
D Exception:
D For systems serving multiple dwelling units, install a central water-heating system with all of the following:
D Gas or propane water heating system
D Recirculation system per CS-347 (high-rise residential, hotel/motel) or CS-348 (low-rise residential)
D Solar water heating system that is either:
D .20 solar savings fraction
D .15 solar savings fraction, plus drain water heat recovery
D Exception:
B. D Nonresidential new construction
Please refer to Carlsbad Ordinance CS-347 when completing this section.
D Water heating system derives at least 40% of its energy from one of the following (attach documentation):
D Solar-thermal D Photovoltaics
D Water heating system is (choose one):
D Heat pump water heater
D Electric resistance water heater(s)
D Solar water heating system with .40 solar savings fraction
□ Exception:
A. IZJ Residential New construction and major alterations•
D Recovered energy
Please refer to Carlsbad Ordinance CS-349 when completing this section.
D One and two-family residential dwelling or townhouse with attached garage:
D One EVSE ready parking space required D Exception :
8 Multi-family residential· 181 Exception • Valuation of upgrade under $200k
Total Parking Spaces EVSE Spaces
Proposed Capable I Ready
I
Cakulations: 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.")
I
I
Installed I
l
Total
P-30 Page 6 of 7 Revised 06/22
..
City of Carlsbad Climate Action Plan Consistency Checklist
*Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation~ $60,CXXJ 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,CXXl, interior finishes are removed and significant site worlc and upgrades to structural and mechanical, electrical, and/or plumbing systems
are proposed.
B D Nonresidential new construction (inckldes hotels/motels) □ Exception •
Total Parking Spaces EVSE Spaces
Proposed Capable Ready Installed Total
Calculation: Refer to the table below:
Total Number of Parking 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 percent of Required EV Spaces
A. List each proposed nonresidential use and gross floor area (GFA} allocated to each use.
B. Employee ADT /1,CXXJ square feet is selected from the City of car1sbad Employee ADT Table.
Use GFA Employee ADT /1,CXXl S.F. Total Employee ADT
Total
If total employee ADT is greater than or equal to 110 employee ADT, a TOM plan is required.
*NOTE: Notwithstanding the 110 employee ADTthreshold above, General Plan Mobility Element Policy 3-P.ll requires new development that adds vehicle traffic
to vehicle LOS-exempt street facilities to implement TOM and transportation system management strategies. Please consult with City of cartsbad Land Development
Engineering (LOE) staff to detenmine whether this policy applies to your project.
TOM plan required: Yes □ No □
LOE Staff Verification: □. _____ (staff initials)
P-30 Page 7 of 7 Revised 06/22