HomeMy WebLinkAbout1029 IRIS CT; ; CBR2021-0196; PermitPERMIT REPORT
Residential Permit
Print Date: 12/23/2021
Job Address:
Permit Type:
Parcel#:
Valuation:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Project Title:
1029 IRIS CT, CARLSBAD, CA 92011-4824
BLDG-Residential Work Class:
2144021000 Track#:
$97,502.31 Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check#:
Plan Check#:
Addition
{city of
Carlsbad
Permit No: CBR2021-0196
Status: Closed -Fina led
Applied: 01/22/2021
Issued: 04/23/2021
Finaled Close Out: 12/23/2021
Inspector:
Final Inspection:
TKers
10/13/2021
Description: HINTON: (499 SF) ADDITON OF BEDROOM, FAMILY ROOM, AND ENTRY//(220SF) REMODEL
Applicant:
JAMES CH IN
2120 JIMMY DURANTE BLVD, # UNIT 114
DEL MAR, CA 92014-2215
(858) 344-2425
FEE
STRONG MOTION-RESIDENTIAL
BUILDING PERMIT FEE ($2000+)
Property Owner:
ROWAN HINTON
1029 IRIS CT
CARLSBAD, CA 92011
ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL
MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL
PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL
SWPPP PLAN REVIEW FEE TIER 1 -MEDIUM
SWPPP INSPECTION FEE TIER 1 -Medium BLDG
SB1473 GREEN BUILDING STATE STANDARDS FEE
BUILDING PLAN CHECK FEE (BLDG)
GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION
Total Fees: $1,719.37 Total Payments To Date: $1,719.37 Balance Due:
AMOUNT
$12.68
$618.64
$43.00
$52.00
$80.00
$55.00
$246.00
$4.00
$433.05
$175.00
$0.00
Please take NOTICE that approval of your project includes t he "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 t hem, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the
protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section
3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their
imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection
fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this
project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
( City of
Carlsbad
RESIDENTIAL
BUILDING PERMIT
APPLICATION
B-1
Plan Check
Est. Value
PC Deposit
Date
C-t1t2,:iJ ·OJ 'ib q·4 5i:,2 .-
,foi/J0 ~2 J
Job Address 1029 IRIS COURT Suite: APN: 214-402-10-00 ----
CT /Project #:_M_A_P_B_4_5_3 _____________ Lot #: 289 Vear Built: _1_9_7_9 ______ _
Fire Sprinklers: QvEs@ NO Air Conditloning:Q YES® NO Electrical Panel Upgrade: QvEs0 NO
BRIEF DESCRlPTION OF WORK:
awa~f; ~t Qok\t.\-wb ~\-\ow;.,'2-: 4 YJO½SS! o.yygl \\,\ ,,;8,~+--~k
~ \c:K.d.xcro:::o .
Ill Addition/New: 499 Living SF, ___ Deck SF, ___ Patio SF, ____ Garage SF __
Is this to create an Accessory Dwelling Unit? Ov ON New Fireplace? OY ON, if yes how many? __
Iii Remodel: 220 SF of affect ed area ·-----Is the area a conversion or change of use? Ov 0N
□ Pool/Spa:. _____ SF Additional Gas or Electrical Features? __________ _
osolar: ___ KW, ___ Modules, Mounted: 0Roof 0Ground, Tilt: 0 vO N, RMA: Ov ON,
Battery: Ov ON, Panel Upgrade: Ov ON
D Reroof: ---------------------------------□ Plumbing/Mechanical/Electrlcal
0 Only: Other:
This permit Is to be Issued In the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the
owner or contractor. The person listed as the Applicanr below wlll be the main point of contact throughout the permit process.
PROPERTY OWNER APPLICANT O PROPERTY OWNERS AUTHORIZED AGENT APPLICANT ill
Name: ROWAN HINTON Name: JAMES CHINN ARCHITECT
Address: 1029 IRIS COURT Address: 2120 JIMMY DURANTE BL. #114
Clty:CARLSBAD State:_C_A __ .Zip:92011 City:DEL MAR State:CA Zlp:_92_0_1_4 __ _
Phone: 678-468-8983 Phone: 858-755-5863
Email Email: jameschinn400~qmail.com
DESIGN PROFESSIONAL APPLICANT Ii)
Name:JAMES CHINN ARCHITECT
Address:2120 JIMMY DURANTE BL. #114
Clty:DEL MAR State:CA Zip:92014
Phone: 858-755-5863
Email:jameschinn400@gmail.com
Architect State License: C-15737 ----------
CONTRACTOR OF RECORD APPLICANT 0
Name: _________________ _
Address: ________________ _
City:. _______ State: __ _,Zlp: _____ _
Phone: _________________ _
Email: _________________ _
State License/class: _____ ,Bus. License: ___ _
l.635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760·602-8558 £mall: 8ulldlng@carlsbadca.gov
1IJ9~'3'
REV. 08/20 ~,S~, VS-
IDENTIFY WHO WILL PERFORM THE WORK BY COMPLETING {OPTION A) OR (OPTION B) BELOW:
(OPTION A): LICENSED CONTRACTOR DECLARATION:
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 7000) of Division 3
of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the
following declarations:
0 I have and will maintain a certificate of consent to self-Insure for workers' com11ensatlon provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is Issued. Policy No. _____________________________________ _
0 I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work tor which this permit Is Issued.
My workers' compensation insurance carrier and policy number are: Insurance Company Name: ____________________ _
Policy No. __________________________ EKplratlon Date: ______________ _
~ Certificate of Exemption: I certify that In the performance of the work for which this permit ls 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
crlmlnal penalties and clvfl fines up to $100,000.00, In addition the to the cost of compensation, damages es provided for In Section 3106 of the Labor Code,
Interest and attorney's fees.
CONSTRUCTION LENDING AGENCY, IF ANY:
I hereby affirm that there ls a construction lending agency for the performance of the worl< this permit Is Issued (Sec. 3097 (I) Ctvll Code).
Lender's Name:. ___________________ --'Lender's Address: ___________________ _
CONTRACTOR PRINT: _________ SIGN: _________ DATE: _____ _
(OPTION B): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor1s Llcense law for the following reason:
fvl I, as owner of the property or my employee~ with wages as their sole compensation, will do the work and the 5tructure Is not Intended or offered for sale (Sec.
"°44, Business and Professions Code: The Contractor's License Law does not apply lo 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-bu!lder will have the burden of proving that he did not bulld or Improve for the purpose of sale).
ivh, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
/c:;ntractor'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).
0 1 am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason:
~'Owner Oullder acknowledgement and verification form" has been fllled out, signed and attached to this appllcatfon.
I]! Owners "Authorized Agent Form" has been filled out, signed and attached to this application giving the agent-authority to obtain the permit 011 the owner's /Jeholf,
By mv signature below I acknowledge that, ekcept for mv personal residence In which I must have resided for at least one vear prior to completion of the
Improvements covered by this pennit, I cannot legally sell a structure that I have buflt as an owner-builder If It has not bC?en constructed In Its entirety by licensed
contractors. I understand that a copy of the app//cobla law, Section 7044 of the Business and Professions Code, is available upon request whe11 this application Is
submitted or at the following Web site: http://www.leglnfo.ca.gov/calaw./Jtml.
OWNER PRINT: McYi9::"':0 ~;)? ·toY> SIG~~ DATE: -</ ·2o -4 I
APPLICANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIME OF SUBMITTAL
By my signature below, I certify that: I am the property owner or State of Cal(fomla Licensed Contractor or authorized to act on the property
owner or contractor's behalf. 1,·ertify that I have read the application and state that the above information is correct and that the information on
the plans is accurate. I agree to comply with all City ord{nances and State laws relating to building construction
I hereby authorize ,epresentative af the City of Carlsbad ta enter upon the above mentioned property fur inspedior, purposes. I ALSO AGREE TO SAVE,
INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE
AGAINST SAID CITY IN CONSEQUENCE CJF THE GRANTING OF THIS PERMIT. OSHA: An OSH errp 't Is required for excavations over 5'0' deep and
demolition or construction of structures over 3 stories i11 height.
APPLICANT PRINT: JAMES CHINN
163S Faraday Ave Carlsbad, CA 92008 Email: Bulldlng@carlsba(!ca.gov
2 REV. 08/20
{ City of
Carlsbad
OWNER-BUILDER
ACKNOWLEDGEMENT
FORM
B-61
Development Services
Building Division
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
OWNER-BUILDER ACKNOWLEDGMENT FORM
Pursuant to State of California Health and Safety Code Section 1.9825-19829
To: Property Owner
An application for construction permlt(s) has been submitted in your name listing you as the owner-builder of the
property located at:
Site Address lo gq 'Zn :s: <.. T , Co. '(""\s: bJ <--A {f 42;,;q '12-61 l
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 with typical construction activities issued
in your name as the Owner-Builder.
The City will not issue a construction 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 initial each statement below to acknowledge your understanding and
verification of this information by signature at the bottom of t he form. These are very important construction
related acknowledgments designed to Inform the property owner of his/her obligations related to the requested
permit activities.
l.~I understand 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 contractor 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. ~I 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.
111.~I understand as an "Owner-Builde~" 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.
IV.~ understand contractors are required by law to be licensed and bonded in California and to list their license
~bers on permits and contracts.
V. "W:..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 ($500), including labor and materials, I may be
considered an "employer" under state and federal law.
1 REV. 08/20
Owner-Builder Acknowledgement Continued
Vl.~I understand if I am considered an "employer" under state and federal law, I must register with the state
and federal government, wlthhold payroll taxes, provide workers' compensation dlsablllty insurance, and
contribute to unemployment compensation for each "employee." I also understand my failure to abide by these
laws may subject me to serious financial risk.
V~ I understand under California Contractors' State License Law, an Owner-Builder who builds single-family
residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed
by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of
the work is performed under contract with a licensed general building contractor.
V~ I understand as an Owner-Builder if I sell the property for which this permit is Issued, I may be held liable
for any financial or personal injuries sustained by any subsequent owner(s) which result from any latent
construction defects In the workmanship or materials.
IX. ~ I understand I may obtain more information regarding my obligations as an "employer" from the Internal
Revenue Service, the United States Small Business Administration, the California Department of Benefit
Payments, and the California Division of Industrial Accldents. I also understand I may contact the California
Contractors' State License Board (CSLB) at 1-80()...321-CSLB (2752} or www.cslb.ca.gov for more information
about licensed contractors.
X. ~I am aware of and consent to an Owner-Builder building permit applied for In my name, and understand
that I am the party legally and financially responsible for proposed construction activity at the following address:
( 6~ 9 ::t.~L,$. CT L-A'O,.l <;i3e.t) <,.,e,. <l') &>kt./-
Xl~I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide
by all applicable laws and requirements that govern Owner-Builders as well as employers.
XII. ~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 the status of their workers' compensation coverage.
Before a bufldlng permit can be Issued, this form must be completed, signed by the property owner and returned
to the City of Carlsbad Buifding Division.
I declare under penalty of pe,:jury that I hove read and understand all of the information provided on this form and that my responses, including my
authority to sign this form, Is true and correct. I om aware that I have the option to consult wfth legal counsel prior to signing this form, and I have
either (1) consulted with legal CDunse/ prior to signing this form or (2) have waived this right In signing this form without the advice of legal counsel.
~±,~==----~ Owner Signature
'-/-20-2..1
Date
2 REV. 08/20
PERMIT INSPECTION HISTORY for (CBR2021-0196)
Permit Type: BLDG-Residential Application Date: 01 /22/2021 Owner: ROWAN HINTON
Work Class: Addition Issue Date: 04/23/2021 Subdivision: CARLSBAD TCT#73-39 UNIT#03
Status: Closed -Finaled Expiration Date: 01/24/2022 Address: 1029 IRIS CT
IVR Number: 31141 CARLSBAD, CA 92011-4824
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
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
07/12/2021 07/12/2021 BLDG-84 Rough 161593-2021 Passed Tim Kersch 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
07/28/2021 07/28/2021 BLDG-17 Interior 162978-2021 Passed Tim Kersch Complete
Lath/Drywall
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
10/13/2021 10/13/2021 BLDG-Final Inspection 168348-2021 Passed Tim Kersch 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
Thursday, December 23, 2021 Page 2 of 2
Building Permit Inspection History Finaled
{city of
Carlsbad
PERMIT INSPECTION HISTORY for (CBR2021-0196)
Application Date: 01/22/2021 Owner: ROWAN HINTON Permit Type: BLDG-Residential
Work Class: Addition
Status: Closed -Finaled
Issue Date: 04/23/2021
Expiration Date: 01/24/2022
Subdivision: CARLSBAD TCT#73-39 UNIT#03
Address: 1029 IRIS CT
IVRNumber: 31141 CARLSBAD, CA 92011-4824
Scheduled Actual Inspection Type
Date Start Date
04/30/2021 04/30/2021 BLDG-11
Foundation/Ftg/Piers
(Rebar)
Checklist Item
Inspection No. Inspection Primary Inspector
Status
156267-2021 Passed Chris Renfro
COMMENTS
BLDG-Building Deficiency
06/23/2021
07/07/2021
06/23/2021 BLDG-13 Shear
Panels/HD (ok to wrap)
Checklist Item
160401-2021
COMMENTS
Passed Tony Alvarado
BLDG-Building Deficiency June 23, 2021:
BLDG-15 Roof/ReRoof
(Patio)
Checklist Item
No new plywood-roof and
shearwall/building deficiencies.
1. New plywood roof sheathing, type, size,
attachment nailing pattern, scope of work,
Per structural engineer plan and detail
specifications-approved.
2. New shearwall, type, size, anchoring
nailing attachment pattern, scope of work,
Per structural engineer's plans and table
detail specifications-approved.
160402-2021 Passed Tony Alvarado
COMMENTS
BLDG-Building Deficiency June 23, 2021:
07/07/2021 BLDG-84 Rough
Combo(14,24,34,44)
No new plywood-roof and
shearwall/building deficiencies.
1. New plywood roof sheathing, type, size,
attachment nailing pattern, scope of work,
Per structural engineer plan and detail
specifications-approved.
2. New shearwall, type, size, anchoring
nailing attachment pattern, scope of work,
Per structural engineer's plans and table
detail specifications-approved.
161264-2021 Passed Tim Kersch
Thursday, December 23, 2021
Reinspection Inspection
Complete
Passed
Yes
Complete
Passed
Yes
Complete
Passed
Yes
Complete
Page 1 of 2
DATE: 03/31/2021
JURISDICTION: CARLSBAD
PLAN CHECK#.: CBR2021-0196
✓• EsG1I
A SAFEbullt Company
SET: III
PROJECT ADDRESS: 1029 IRIS COURT
PROJECT NAME: SFD ADDITION FOR HINTON
□ APPLICANT
□ JURIS.
~ The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's BUILDING codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at EsGil
until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to:
JAMES CHINN
~ EsGil staff did not advise the applicant that the plan check has been completed.
D EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: JAMES Telephone#: 858 755 5863
Date contacted: (by: ) Email: JAMESCHINN400@GMAIL.COM
Mail Telephone
0 REMARKS:
By: Bert Domingo
EsGil
Fax In Person
Enclosures:
03/17/2021
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1 576
I
DATE: 03/11/2021
JURISDICTION: CARLSBAD
PLAN CHECK#.: CBR2021-0196
✓• EsG1I
A SAFEbu1lt"Company
SET: II
PROJECT ADDRESS: 1029 IRIS COURT
PROJECT NAME: SFD ADDITION FOR HINTON
□ APPLICANT
□ JURIS.
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
~ The check list transmitted herewith is for your information. The plans are being held at EsGil
until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
~ The applicant's copy of the check list has been sent to:
JAMES CHINN
D EsGil staff did not advise the applicant that the plan check has been completed.
~ EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: JAMES Telephone#: 858 755 5863
Date contacted: (by: ) Email: JAMESCHINN400@GMAIL.COM
Mail Telephone
0 REMARKS:
By: Bert Domingo
EsGil
Fax In Person
Enclosures:
03/04/2021
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-I 576
,_ CARLSBAD CBR2021-0196
03/11/2021
11.3 Please justify how the existing diaphragm could handle the transfer of
loading without any shear wall between the living room and the expanded
family room.
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes □ No □
The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to
perform the plan review for your project. If you have any questions regarding
these plan review items, please contact Bert Domingo at EsGil. Thank you.
DATE: 02/10/2021
JURISDICTION: CARLSBAD
PLAN CHECK#.: CBR2021-0196
✓• EsG1I
A SAFEbu1lt Company
SET: I
PROJECT ADDRESS: 1029 IRIS COURT
PROJECT NAME: SFD ADDITION FOR HINTON
□ APPLICANT
□ JURIS.
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
1:8] The check list transmitted herewith is for your information. The plans are being held at EsGil
until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
1:8] The applicant's copy of the check list has been sent to:
JAMES CHINN
D EsGil staff did not advise the applicant that the plan check has been completed.
1:8] EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: JAMES Telephone#: 858 755 5863
Date contacted: (by: ) Email: JAMESCHINN400@GMAIL.COM
Mail Telephone
0 REMARKS:
By: Bert Domingo
EsGil
Fax In Person
Enclosures:
01/26/2021
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
CARLSBAD CBR2021-0196
02/10/2021
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK#.: CBR2021-0196 JURISDICTION: CARLSBAD
PROJECT ADDRESS: 1029 IRIS COURT
FLOOR AREA:
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: 02/10/2021
FOREWORD (PLEASE READ):
STORIES:
HEIGHT:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 01/26/2021
PLAN REVIEWER: Bert Domingo
This plan review is limited to the technical requirements contained in the California Residential
Code, California Building Code, California Plumbing Code, California Mechanical Code,
California I Electrical Code and state laws regulating energy conservation, noise attenuation and
access for the disabled. This plan review is based on regulations enforced by the Building
Department. You may have other corrections based on laws and ordinance by the Planning
Department, Engineering Department, Fire Department or other departments. Clearance from
those departments may be required prior to the issuance of a building permit.
Present California law mandates that construction comply with the 2019 edition of the California
Code of Regulations (Title 24), which adopts the following model codes: 2019 CRC, 2019 CBC,
2019 CPC, 2019 CMC and 2019 CEC.
The above regulations apply, regardless of the code editions adopted by ordinance.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of
the 2019 California Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
CARLSBAD CBR2021-0196
02/10/2021
PLANS
1. Please make all corrections, as requested in the correction list. Submit FOUR new
complete sets of plans for commercial/industrial projects (THREE sets of plans for
residential projects). For expeditious processing, corrected sets can be submitted
in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil and the Carlsbad Planning,
Engineering and Fire Departments.
2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320
Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all
remaining sets of plans and calculations/reports directly to the City of Carlsbad
Building Department for routing to their Planning , Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the
City Planning, Engineering and Fire Departments until review by EsGil is complete.
2. A reminder that due to Covid-19, the City wi ll not permit counter corrections.
Please make sure all the items are satisfied; otherwise, another round of
corrections will be necessary.
3. All sheets of plans must be signed by the person responsible for their
preparation. (California Business and Professions Code).
4. Plans deviating from conventional wood frame construction shall have the
structural portions signed and sealed by the California state licensed engineer or
architect responsible for their preparation, along with structural calculations.
(California Business and Professions Code).
5. Interior and exterior doors shall be provided with landings not more than 7-¾"
below the top of the threshold. Exception: A landing is not required where a
stairway of 2 or fewer risers is located on the exterior side of the door, provided
the door does not swing over the stairway. Section R311 .3.2.
6. The plans shall indicate that special inspection will be provided for the following
work. (CBC Chapter 17 and Section 107 .2)
a) Expansion anchors. Periodic special inspection should be provided for
anchors installed in hardened concrete. Section 1705.3.
CARLSBAD CBR2021-0l 96
02/10/2021
RESIDENTIAL GREEN BUILDING STANDARDS
The California Building Standards Commission has adopted the Green Building
Standards Code and must be enforced by the local building official. The following
mandatory requirements for residential construction must be included on your plans.
CGC Section 101 .3. The Standards apply to newly constructed residential buildings,
along with additions/alterations that increase the building's conditioned area, volume
or size. CGC Section 301.1.1 . Provide a sheet on the plans labeled "Green
Building Code Requirements" and include the following notes as applicable.
7. Heating and air-conditioning system design. Heating and air conditioning
systems shall be sized, designed and have their equipment selected using
the following methods: (Support documentation required at application
submittal) 4.507.2.
a) Establish heat loss and heat gain values according to ANSI/ACCA
Manual J-2016, ASHRAE handbooks or other equivalent methods.
b) Size duct systems according to ANSI/ACCA 1 Manual D -2016,
ASHRAE handbooks or other equivalent methods.
c) Select heating and cooling equipment according to ANSI/ACCA 3
Manual S -2014 or other equivalent methods.
Exception: Use of alternate design temperatures necessary to ensure the
systems function are acceptable
ENERGY CONSERVATION
8. Include on the Title Sheet of the plans the following statement: "Compliance with
the documentation requirements of the 2019 Energy Efficiency Standards is
necessary for this project. Registered, signed, and dated copies of the
appropriate CF1 R, CF2R, and CF3R forms shall be made available at necessary
intervals for Building Inspector review. Final completed forms will be available for
the building owner."
CARLSBAD CBR2021-0196
02/10/2021
9. Electric Vehicle Charging: Note on the plans that electrical vehicle supply
equipment (EVSE) rough-in only is required in one-and two-family dwellings and
townhomes with attached garages. The EVSE rough-in consists of a minimum 1"
conduit extending from the main panel to a junction box where the EVSE
receptacle box will be provided. The main service panel must be sized to
accommodate a future 208/240 Volt 40 ampere dedicated branch circuit.
California Green Code 4.106.4. Please show where the EVSE would be in the
garage
10. All domestic hot water piping to have the following minimum insulation installed:
½" pipe (1/2" insulation);¾" pipe (1" insulation); 1" to 1-½" pipe (1-½"
insulation). CPC 609.11 & ES 150.0U)
a) Additionally, the½" hot water pipe to the kitchen sink, and the cold-water
pipe within 5' of the water heater both require 1" minimum insulation. ES
150.OU)
MISCELLANEOUS
11 . Please show grid lines on the structural plans to verify the lateral analysis.
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans.
• Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes □ No □
The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to
perform the plan revi~w for your project. If you have any questions regarding
these plan review items, please contact Bert Domingo at EsGil. Thank you.
CARLSBAD CBR2021-0196
02/10/2021
[DO NOT PAY -THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION : CARLSBAD
PREPARED BY: Bert Domingo
BUILDING ADDRESS: 1029 IRIS COURT
BUILDING OCCUPANCY: R 3
BUILDING
I
AREA
I
Valuation
PORTION ( Sq. Ft.) Multiplier
CITY VALUATION
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code CB By Ordinance
1997 UBC Building Permit Fee • J
1..-.1,:..1.
1997 UBC Plan Check Fee ""'j
Type of Review: Q Complete Review
D Repetitive Fee
..,. Repeats
0 Other
□ Ho~y
EaGil Fee
PLAN CHECK#.: CBR2021-0196
DATE: 02/10/2021
Reg. VALUE ($)
Mod.
97,502
97,502
D Structural Only
$398.931
Comments: In addition to the above fee, an additional fee of$ is due ( hour@
$ /hr.) for the CalGreen review.
Sheet 1 of 1
r
RECEIVED Comiiu T rus. lnc,. MAR 2 3 2021
cny o.c CARLSBAD
~bove plan provided tor truss BUILC :f':G DiV/SION blacement only. Refer to tmss
ak:ulation and engineering
strucniral drawings for_an
lurther informa lion. Builchng
I des igne ,ie ngineer of record 26' 6"
7 tire respon~ible for all non '
mss to lluss connections.
i::::l
I
'3nilding designer/eng~
<I:
Rl
frecord to review and
0
OTHERS.,
fipprove of all designs
_J
I HGRS '~ BY
Rn 350 ~ LBS DRAG LOAD 0 constrnction. ,__ ~
' --
~ -'"'-
( J
M
Job#: 17172
'-"
I : 12
HINTON ADD
<[ I/
For:
j:J
B (5) --
Plan: 1 --
..J J..T::
I
.J ' J_L tl ~
Elev: A
:i 12 5: 12
"R2 ( ?~ 1~ :
:
Name: 5: 12 / HINTON ADD ~ -~
Address:
1029 IRIS CT
CARLSBAD, CA 92011
!EXISTING STRUC TURE ! Drawn By:
Checked By: -----.,:;~-:. -. • .... -
A -'(' ' • •, ~ ~ . ~ '
Revised Dates: ,z., ~.' ' · 1 -"' .. , '/ ,..... ) /,t • ·•· ' -I t •
' ~.' ~~ ~ ~ lo. C-13737 ~ ~~~ ~ 1' -,<,;\)~~ W ?l Z,,-'\,) 1.-c .... UF CAb ~ -
Copyrit;ht CompuTrus, Inc.
teR2.ai,1-o 1 °''-'
.,
LOH.BER SPECIFICATIONS
':'C : 2:x~ OF tl&ETR
BC: 2x(, OF SS
WEBS: 2x4 OF t;TUD
':'C LATERAL ~UPPORT .-: 12•:;ic, UOH.
BC I>.TERAL SUPPORT<-12"3G. UON.
OVERHA.'lGS: 25. 3" o.o·
~ { 2. > ::;omp letc t.ru!-·.i:es requi red.
At.ta:h 2 ply w1.th )"x.131 DIA GUN
nails st&gge1.cd:
9" v:: in 1 row {s) throughout 2x4
9'" ,:,-:; in 2 row {s) t h?OU,Jh::Jut :?x6
9" ·=·= ln 1 row (s ) thIOU,;Jh~ut :?K4
top chord~.
bottom ,:hord~.
"'eb:s.
13-08-00 GikDE.k SUI•l'OkTBI:; 22-0E-00
LOA.Ii C.l'RATION INCREASE ""' l .25 {}lon-ReN
LO.\C-:NC:i
TC UUIF Ll.t 40.0)1-C,LI J0.0)"" 7('.C PLF 0'-0.0" TO lJ'-tc.Q" 11
Et.: t111IF LL! 194 .'3)-tCL( 276.:?)"" 47:..C' PLF o·-0.0" TO }j'-s.o•
6-10
LIMITED STOF.At..iE DOES NOT APPLY DUS TO THE SPATIAL
REQUIP.EME.KTS OF CEC 2019 NOT eEI~I,"; HET.
SOTI'OM. CHOkD CHECKED FOR. :CE-SF LIVE ::.OAD. TOP
fJ,IJ) c0rro.•1 Ct!Ok t> LlVt. LOA.1)5 AC°! )JON-CONCUh.10::NJ.'1.,'t.
6-10
4-01-01 2-08-15 2-08-15 4-01-01
"' ....
I ..-< ..-< ,!, ..-<
r t 0 I 0
JOB NAME :
2-00
:2
5.00 v'"
HINTON ADD
J-11-05
AG
2-10-11
M-4x5
4. 0" ' ,{--,::,(
13-08
2-10-11
12
"""CJ S .00
3-11-05
REARING
LOCATIONS e' -c. o·
:3'-B.O"
Thi s des1.gn prepored from. corr.put.er i.nput by
RA»:)NA LUMBER
c.;_c2019/IBC2018 HAX HEMbE3.. f'Ol<CES
1-L• I 0) 54 2-7•10) 587d
2-1,;.(-t~4t',Fti 0 7-A•IO) ~Hr.
.s-4•{-'464~) 0 t-9= 10) 5000
•-5•(-4642) 0 9-E= (0) 5•dO
S-6zef-646B! 0
M,.-\X VERT MAX HORZ 3RG
SIZE J.so·
J .so·
REACTI3NS REA.CT IONS
0/ 3856V -2500/ 2500H
0/ 3696V -2500/ 2500H
-UIR GCF 'C".1-1. :tJ
7-3•l 0) 1492
1-~-,-17~(,) :,
:;-"'"" { 0) JJ .. •2
ti-S= r-1792) J
5-9=( 01 14~J
REOL'IF-.E.C SPG AEiU.
SQ.IN. 1S~ECIES)
6.17 DF I 625)
s. 91 o, I 6251
lweiaht · 12,1. DO lb
VERTICAL DEFLECTIOtJ LIMITS: LL-L/240, TL-L 180
M.U LL DEFL • 0.00~•@ -2'-0 .7" ,Ulcwl!.o = 0 .211"
M.U TL C:REEP DEFL ~ -0.()l(l'"@ -2'-0.7" ;..llnw~,1 -= 0 .2'1:2"
MAA LL OEFL = -0.04S'" @ 6'-10 .0" A.llowcci.""' 0 .6S4"
MA;{ TL CREEP DEFL"' -O.H4• @ 6'-10.0" ~lloweo. = 0 .':17~"
MAX HJRI:::.. LL DEFL • 0.013" ~ lJ'-4.!:"
MA.'< H:JP.!Z. TL OEFL -0.029"@ 13'-4.!:"
lcoNt'. "'· 2c;oo oo LP~ ~EikMIC Lohr;
Cesign conform!:' t o :noin vind.ic rce-resis tinq
syst em ,;,,nd components and C'li:tdding c:-r.itei:ia.
Wind: 110 mph, h"'lSft, TCOL,:9.J,BCDL:6.C, At:E "1-16,
rl 0 Ji
I 0
(.l,,..ll He1.ghtsl, Enclosed/Pr. Open, Ca.t.1, Exp.C, MWFR~{Dir),
L>vL=l. 6, &sl:;Sft, la.14ft, Ez.4 ft, G&t-le1 Hip, Common,
6-:,ttc,m chc-t d .e.t cbntilevered end tsl not exposed to wind,
Tr uss de-signed for wind load&
1n t.:ie. pl3ne of the truss onlr-
IMc.x c:;1: ·rc:Q.23 bC:0 .46 .,.eb:O.!.l
t:cale: o .. H 47
Truss: AG
D.~TE: 3/17/2021
SEQ.: K9240815
TRANS ID: LINK
WARNlfrlCS:
1. Bullifer ano efWIC!lo., u>Nt1do, ft.jd be ~ol al Ger19l"III ~•
ard W1rnings befDn a>t'<l,ucton ~-
2. 2114 wmprvqbtl 'll'lb bfikilg n·...i be ftlaletl wtlere lMW'n •.
]. AdJlliortal llmporay bracirG to...._ atab91y dUfW'lg cons.11\.ic"l'lol'\
ii H ~-::iilitv of !ht .,.clot Adcf.tionat c,,emv:W.l !ncot111 ol
h!O'lllralU'UC"tl.)tl;■lhe f'HPC)Ni.bllt/<Khbulo.ng~,.
-4. No_,., VIOUtf tie appled kl any t4'1IPOl"lllrlll unM attar .i back"lg aNI
lat1tMt1 a.-. comOlitll 1nd at ro ~ should an, bads i,;-eattr tr.an
~n!Mdl;be11p;,lledto1ny~nl.
S. Cciti,pulMhnnou,mo,IOW1rand----no~Dlltjttrine
labrkaion. ~-~ ilf'ld i'lstelnol'I of eotrOOneOtl.
6. Tli.tdaSlgrlillfl#Tl:shedwb)lrJID!tw~.al'cn&Nttorli"fJI;
TP.w"TCA In BCSL COJilH of whicil wtl be l1.WT'iistl9d t.lpOn ,~
ViTek USA, lnc./CompuTrus Software 7.7.0-SPJ(1L~E
GENERAL NOTES, tnea~ notea:
1. Tl'a. dl:s'gn la based orly t.pon h para,Nrlats sl'lcNln and 15 tor an hiNb.Jat
bu!Wi19 ~m.. Appllcatty of de.'9' penme'11rs ard Pf'OIWI'
lnootporat;onof ton'OQl"lllnl la fie rupo~ of the buidk1, dll19•r.
2.. Duign na1.ffl91 the ~ end bollom d'iotde 10 tMI In...,. brac.e,d al
2'0.c.rdattO'o.c:.,-pedW•t;..-....S~ltrougtloulhrli,ogltlb'j
c:onlTiuDul.aNl~slJChas~ahultw,g(TCI..-OcwdlywaljBC)
3. 2X lms-:f: ~ M!Mu1111 bracing l'l:qund wheNI anawn • •
-4. lnsulalbnoftn&5ilh r~tydhresp■cttncot1lra:IDI'. 5. 0U,gn 1Yl.M'l111 tili5u .-e lo ba USll.i In I I~ IM°CfVNnt,
aim .. br ~dry oord:11011" of UM.
6. Dulgn_..,,., UI ~ al alst.~rts shown. S~ ot ~ It ~--7. 0uVf\eswmesadeql;atallh,.--.ge•prllYlded.
1. Aatsshalt»toaitedonbottl!aceaoflnU alldpac,ed9C~lruna.r
1,,.. wfnt.lOII wlh Jal'lll c:enlllf Inn.
a Dlgitl:NIEAt.&bofpllJtit-.lnchea.
10. F«bMicc;o,v,et;bpl* anignvaa.-1a 1 ESR-1311 ESR-1986 {1,1',-•<"t
March 17,2021
LOHBEk St•ECIFICATIOHS
:C: 2x 4 DF I HETR
BC: 2x -1 OF tl&e-TR
WEB.:;: 2:x ,1 DF t;TUO
:'C LATER.AL ~tJPPORT ..... l 2•:::,c. UOH.
BC LATEAAL SUPPORT<• 12.•:::,c. 1.JON'.
OVEFJtA...~GS:
....
0
I 00
0 J,
....
0 ..:,. :t
0 I .0
o.o· 25. ':"
6-11-0 6
12
5.CC v7
9-00-10
13-03
HINTON ADD
6-03-10
M-Sx7(S>
BD
TRUSS St•AN L:6' -l . 0 ..
LOAD OURAT101'1 HJCF.E.I.SE = 1.is
.SPACE:) L:-4.o· n .(7 .
LOAOING
LL( :?C .C)+D:.f 15.0) OH T:JP CHORD =
DL ON BOTT:JM CHOlUJ •
'l'OT.'J. LO;.o -
JS.O ?::'.F
10.0 ?SF
45.9 ?SF
EOTTOE :'HORD CHECY..E) roR ~ 20 E>SF LIMITED STOY.GE
LIVE LOAD AT LOCATION(S> SPECIFIEC S'f CBC 2019.
·-·~ ~O'!'!OJ1 CrtOk.1) l.)r.;A..) LO.W 1S t-. n 1N1t-rnM 0.t-' 10 r'St•.
M-4x5
4 .0"
' ,h(
6-03-10
13-03
6-11-06
:2
"<::::], cc
8-04-13 9-00-10
26-06
This des1.gn prepo.red f r011'i corn.put.er input. by
RAflONA Ll'MEER
C~C20i9/ IBC~018 frtlA.X MEMbEf<I. FORCES <:WR/G[;? 'Cq-1 .OJ
1-2•(-i;41;) ~l'.! 1-7=(-1496> 3309 2-7= {-561) 239
2-·1={-L:£1'-1! n 7-••1-12qq> 24q~ 7-J•(-100) ~44
4= (-LLl Q) 74 ts-5=-(-1491) J.109 J-~IE.t -101) '14~i
4-5={-2472) 21J I!!-4= t-561) ';J9
5-6•( 0) 55
BEARING
LOCATIONS
~lAX VERT
R.E.1\1:TI:)NS
o/ 121111
0/ 1407V
MP.X HORZ
Rl:J-.CTIONS
-~500/ :?SOOH
3RG
SIZE
.l. SO"
.l. so·
REOl'IH,t, BPG AREA
SO.IN. ISI-ECIES)
C' -C. 0" 2.04 or 1 625>
26"-6.0" -~.500/ ..!SOOH 2.n "' 1 625>
2-00
lwe iaht: 93 . 78 lb
VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L 180
MAX LL OEFL :c -0 .0&tl• 9 17'-5.4" ;..11owca::: 1.296"
M.U TL GREE'P DEFL = -0 .~74• f q,_ O.r;" i>.llowen.: 1.72~"
M.U LL DEFL = 0 .0JI)• ~ .tts'-S.7" ;...llowcO."" 0.211"
MA;( TL CREEE> DE:Ft: -0 .040•@ 2ts'-6.7" ;..lloweci'"' 0.:!'1'?"
MAX H:)P.I~. LL LEFL • 0.057" @ 01 -J .5"
MA.~ HJRIZ. TL CEFL • -0.091" @ 0'-.l.:"
lcoNC. :! . <~QO DO w; ;;,:EJ!;iMll-LQ.b.I.:
Design c;onform~· to :nain windfon:e.-re~isting
::.y::.t.em <1nd c:omponemts et.nd cl.adding c.citerict.
W1nd: 110 tttph, h=l5ft, TCDL39. J , ECDL=6 .C, At::;;E 7-16,
(Ji.11 Heights\, Encl o5ed'Fr. Open, Cat.1, Exy .C, tcrr?FR~(Dir),
lXJL~l.6, 5=4S!t, L='2.7ft, E=4ft, Gat,le,Hip, Commc:m,
S-:-ttc-rr. chc,td ~t cantilevered end rs) not expos~d to wind,
Truss desiqned for v1nd load s
1n t~,e-pl.:ine of the truss only.
....
:r! 0 I 0
lfrtk,.x CSl: TC:0 .57 bC:0.67 'l'ieb:J .26
JOB NAME: !;;ca.le: 0.21J9
Truss: BD
D!\TE: 3/17/2021
SEQ.: K9240814
TRANS ID: LINK
WARNIUC&:
1. &AtNr lll'IO 11..aic1on <.OnlraCtor lflotM be Al!l.-hed at al Gonitrai No1B1
andW11flW'lg$ be1ort connud«I~.
2. 2114i;tJmprM,.,bn·•tbbf,l(;n(J,rll.lllbelnl.taled'illtiftnl""°"""-·
3, AddllnM~•1' bracing tc n.n dsl,l:ly oin,gl cor,s:rudlon
ii ~ re,spoiw-blitr/ ol ttw .-.dol. Add•tionail PMmantnl bfllCll'Q ol
a. owral alructur. k thl ruponai~ly of h tNtiflQ dastgner,
4, No )gad Shoutl be ~ lo.., toraponanl llntl ar..r II !)nlldrlg and
tu:.-.ra a-. CDfT';:iie'9 and ~I !'I> I.me lhoukf li'l'f bads greallN Ulan
oes1gn IOlk1s be 19;,ted lo any CCff'p,onent. s. Cot\~Tns hu no GOl'llrol Off! ar.d UiSUmH no raponaibll'J IDr h
~~.~I'll and iM!alnoaorootnpCIN(llS.
e. Ttwl design IB lumilhed $1JbjecJ b h ~ Mt ,art, t,r
TP~A'nBCSI copoolwhlt.l'l·dbefutn~upcnrequMt
MiTek USA, lnc)CompuTrua Software 7,1.0..SP3(1L~E
GENERAL NOn.5. urieu ottwwiN notw:
l. Thill dMlgr, II IIUl!d Ofty upon :he para,l"WHftrs shawn arid k bl an li'WJMaual
l»ulding 00~ AppMcabill'y of dlllsign perari•:a-.; m::t pm!>er
.-ioo'P'JrationOI uiniponenl ls Iha~ oflhe bvldlnQdlllllgr'MJI.
2. DnignmMA"l,a•tlllbp..-..dbotlol'l"lch>rdalobitW..,.,,bt-.c..da1
To.'-. l(ld~ tf1G.c. rMp•dP;1lywil• brlc.edthrnugl'loU!Mir"-'9lt'loy
wnilnuout st,ri~ auch at p,Jf,;ood thM!l-.irv(lC) andl0t dr,w.llljBC). l. 2111~~orlU!ral b-.cong ra:ivndwtl8'9&n>Wn + •
-4. lnstaalltotl of ttuu k tfle ~ ol lhl NiipllCIMt CQtttracfor.
5. o-ignaKUn•s .,.._.,.lo"-Uled lri • ~ •~
llfld .... fot ~dtty tonefbon~of UN.
6. ~8MUl'l"ll!lsUl!ellff'gfll .. suppol'tlMllWilfl,S~« ..... W no--,.
7. Dl!l-.gn ... •nuadlql,a:.drainagallproY!dlld.
ll PI.-S Ahal N loc:llillld Or\ DoCl't tac.• ol ln.18' and plec.:i 110 lheit c:eNllt
U!IM00oineldltwtt,Jolniai~rlf18S
9. 09•~9'1.llofpbtlal~•-,o. FwllMcc.ontWIC:ilot Ill* dllignvalul.•Sff ESR..1311 ESR.1Gl8(M/T9kJ
March 17,2021
( City of
Carlsbad
OWNERS
AUTHORIZED
AGENT FORM
B-62
Development Services
Building Division
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
OWNER'S AUTHORIZED AGENT FORM
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 following 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 responsibility,
I hereby authorize the follow·ing person(s) to act as my agent(s) to apply for, s·1gn, and file the documents necessary
t o obtain an Owner-Builder Permit for my project.
499 S.F. ADDITION Scope of Construction Project (or Description of Work): ___________________ _
1029 IRIS COURT Project Location or Address: ____________________________ _
JAMES CHINN 858-755-5863 Name of Authorized Agent: __________________ Tel No. ________ _
Address ofAuthorizedAgent:2120 JIMMY DURANTE BL. #114
DEL MAR, CA. 92014
I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled
o,tthe above ;nto,mat;on and wt;fy ;,s ace"'~ n
1
_ 2
1
_ 2
1 Property Owner's Signature:~ ~ Date: ______ _
> I--......,
0 RAMONA LUMBER c ,OMPANY INC.
PH: 760~ 78,9-1080
FAX: 760-789-49.58
425 MAPLE STREET RAMONA CA 92065
LEONARD@RAMONALUMBER.COM ; m.@RAMONALUMBER.COM
TRUSS ENGINEERING
JOB# 17172
NAME: HINTON ADD
COVER SHEET
0---0
I .._.
dl u
Compu Trus~ Inc ..
O.bove plan provided tor lrUSS
olacement only. Refer to truss
:alculation and engineering
tructural drawings for all
urther information. Building
26'-6' I
ksigncr/enginccr of record
I I are responsible for all non
russ to truss connections.
JHGRS OTHERS, I Rl BY Building designer/engineer
of record to review and
1pprove of all designs prior
-o construction.
r-
M ......, '
( 12 <[ \.
/ "' /
to '
Job#: 17172
I '-.
~ /
/~2
For:
(\_ B (6) HINTON
-·~ --
<[
~ ~
__., ~~ -_LL Plan: 1 .
1r 5: 12
: 1~ pr; ( .::>)
Elev: A
/
I"'-5 12 Name:
/ HINTON ADD -~ ~ /
/ Address:
' / 1029 IRI S CT
/ CARLSBAD, CA 92011
/
JEXISTING STRUCTURE I / Drawn By:
/ Checked By:
/
Revised Dates:
Copyrig/1/ Co111p11Trus, Inc.
LUMBER SPECI?ICATIONS
TC: 2x4 J:' ~ l&BTR
BC: 2x4 J:' tl&BTR
WEBS: 2x4 J:' STUJ
TC LATERAL SUPPORT <• 12"0C. UON,
BC LATERAL SUPPORT <• 12"0C. UON.
OVERHANGS;
"' rl
' rl rl I "'
25. 3•
rl ±t
I 0
25. 3"
2-00
12
5 .00 C7'"
5x5
6-10
TRUSS SPAN 13'-8 .0"
LOA:> JURATION INCREASE --1.25
SPACEJ 24.0" O.C.
LOA.:>ING
LL( 20.0).,DL ( 15.0) ON TOP CHORD•
DL ON BOTTOM CHORD •
TOTAL LOAD -
35.0 PS? 10.0 PS?
45.0 PS:'
LIMITE;J STORAGE )()ES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF CBC 2019 NOT BEING MET.
BOTTOM CHORJ CHECK£;:) FOR lOPSF LIVE .LOAD. TOP
AN:> BOTTOM CHORD LIVE LOAJS ACT NON-CONCURRENTLY .
M-4x5
•
M-1. 5x3
6-10
6-10 6-10
13-08
CBC2019/16Cl018 MAX MEMBER
1-2•! O> 55 2-3-(-856) 0
3-4• (-856) 0
4-5• ( 0) 55
:'ORCES 4WR/GJ:'/Cq-..l .00
2-6• (Q) 69Y 6-3• (0) 323
6-4•(01 6Y9
BEARING
LOCATIONS o·-o.o·
13'-B.O"
MAX VERT
REACTIONS
-13/ 759V
-13/ 759V
MAX HORZ
REACTIONS
-42/ 42H
0/ OH
BRG
SIZE
3 .so·
J. so·
REQUIRE:> S~G AREA
SQ. !N. (SPECIES)
1.21 D? ( 625)
1.21 )? ( 625)
12
!weight; 42 ..1.!L...lY
VERTICAL JE:'LECTION LIMITS: LL,..L/240, 'J'L-'L/180
MAX LL DE:'L • 0.022· @ -2 · -0 • ., .. Allowed • 0.211·
MAX TL CREEP DE,L • -0.040" @ -2 ' -o. 1· Allowed • 0. 282."
MAX TL CREEP DE?L • -0.050" @ 6'-10.0· Allowed • 0.872"
MAX LL OE:'L -a 0.022· @ 15 " -8 . ., .. Al lol,;'ed • 0. 2ll"
MAX TL CREEP DE,L • -0.040" @ 15" -B. 1" Allowed • 0. 282'"
MAX TC PANEL LL DEF'L ,. 0.020" e 4' -0. B" Al.lowed • 0. 436"
MAX HORIZ. LL DE.FL • 0,005" @ 13' -4 . .,.
MAX HORIZ, TL !:>EFL a 0 .012" @ 13' -q C."
Wi.nd: 110 mph, h•l5ft, TCJL-9.0,BC~L•6.0, ASCE 7-16,
(All Heights}, Encl oF"ed/Pr. Open, Cat.2, Exp.C, MWF'RS(:)ir),
JOL•l.6, E-45ft , L•l4ft, E•4tt , Gable/Hip, Common,
Bott om choz.d at cantilevered endls) not expo~ed to 1,,,,·ind,
Truss des.1.gned f or wind loads
i n the plane of the truss only.
lMax CSI: TC;Q.68 ec:O 38 Web:Q.10
"'-::J 5,00
2-00
1i I
0
JOB NAME HINTON ADD A Sc;,le: 0.3650
Truss: A
DATE: 12/23/2020
SEQ.: K8773009
TRANS ID: LINK
WARNINGS:
1. &dderand•ectlorloontrac:kl'stQAdbead'ri!Jed(J(alGeneralNotes
and Warnin§p baforlt ~ commences.
2. 2,:, ~9$$t0n web tnang must be. mlahd ...,._. ,t,own +.
3. Addibon.al ~ary btatlng IC mut• stability cur,,g c:onmdon
Is h respcinstiliq of ,_ ereciOr. Mdiilonal permanent btaong Of
hOYetal sn.Q.6etS the re~ty of lhe buiking CMSIQMf
4. No load sh<d:I be llflPMd to any CXlfT1)0llBl11 '-'1tll after all bracing and
tasleners are~• and ai no WM~ any loads grAler lhan
design lo80s be. applied IO any~
5. CompuTNShasnoa>n4rdCMW.-.::IM91.ffleSnG~forfMI
fabncabon,handlini, shlpnw'lls1dristalabonOIOOl'l'4)0Mntl.
6. This design IS l\lrnshed ~ ID lh9 lmlaUlt-HI lorlh by
TPIIWTCA r, BCSI. c:opu of ....tlch wil bit Nrt"IIMd upon request.
MIiek USA, lncJCompuTrus Software 7.7.0-SP3(1L}-E
GENERAL NOTES. unMm ot'letwi.5e ~.
1. Tlude99\rsbasedoriyuponthe~ssho~and1aforanndivldual
building C0n1)0l1er1l ~ty of des,,gn par.11news and proper
inc:0rporallonof~rstherespon!lbllityoflhebukW,gdeslgner.
2. ~ as...-nes lhe top .-.t bOtlffll chotds lo be late,ally braced a1
Z o.c. and at 10' o.c. r~y !llless braced l'vous,Oll '-length by
tontinuous i!hNlh-,g SUCh at plr,,ood sheathl'lg{TC) a1dlor drywall(BC).
]. bln'..»dbnd§,ngori.t•al~r~edwhtt-.,t,own••
-'· ffltalatlonofVUSSdlher~tyoflhe~c:ontraclor
S. Design as-..na tNun are IO be u,ed ,n a non-corrosMI --orwnent..
Md••b-•dtycondibon•otusa.
6. ~~f\Albeanngatal~th<Nm.Stwnor~I ,_.....,
7. De,q,assumes~lem'ainage11pnMded,
II. ~IRS shat be kx:al9d on both tac.es of truss, and placed so'-center
lines CCllnCide wit, joint 09nklr ~
9. Dig,ls l'ICicale SIZII ol pfate 111 inches
10 Fo, ba$CQ0f'l'MMmf'pbt1tdMql vakMS see ESR-1311. ESR-1988(MtTek)
December 23,2020
LUMBER SPECI :ICAT IONS
TC: 2x4 ::,e fl &BTR
BC: 2x4 JF tl&BTR
TC LATERAL SUPPORT <• 12"0C. UON.
BC LATERAL SUPPORT <• 12"0C. UON,
"' rl ' rl rl ' <")
~t I 0
M-2.5x5
2-00
TRUSS SPAN 13' -8. O"
LOAD J URATION rNCREASE • 1. 25
SPACE:> 24.0" O.C.
LOADING
LL( 20,0) J.QL( 15 .0) ON TOP CHOR:> -
JL ON BOTTOM CHOR:> •
TOTAL LOA:> -
35.0 PS,
10.0 ps,
45.0 PSF
LIMITEJ STORAGE DOES NOT APPLY JUE TO THE SPAT1AL
REQUIREMENTS OF CBC 2019 NO'I' BEING MET.
BOTTOM CHOR:, CHECKED FOR lOPSF LIVE LOA:). TOP
AN:> BOTTOM CHORJ LIVE LOAJS ACT NON-CONCURRENTLY.
6-10
M-4 x5
13-08
:>esign conforms to main windforce-re:si:n:ing
system and components and cladding criteria.
[weight: 69 42 lb
Wi nd: ll0 mph, h•l5ft, TC)L ... 9.0,BCJL"'6 ,0, ASCE "1-16,
(All Heights), Enclosed/Pr. Open, Cat.2, Exp.C, MW!RS(Jirl ,
:x>L•l.6, B•45ft, L•l4ft, £..-4ft, Gable/Hip, Common,
6-10
Bottom chord at cantilevered end(~) not exposed to \Jund,
Trus~ designed for wind loads
in the plane of the t russ only.
Note: Outlook.er truss. Upper top chords require s<:1me rn.:Jteridl
as structural top chord. Connect with M-2 . Sx 5
min typical 36"oc (uon).
!
Gable end truss on continuous bear. ing w.::111 UON.
M-l x2 or equal typical at stud verticals.
Refer to CompuTrus gable end deta..l for
complete specifications.
IMax CS!i rc ·o 00 ec :Q 00 Wgb:Q.QO
..... JI
M-2.5x5
2-00
' 0
JOB NAME HINTON ADD Al Scale: 0,4645
Truss: Al
DAT~: 12/23/2020
SEQ.: K8773008
TRANS ID: LINK
WARNINGS:
I. &.idet #'Id l'Jl'lltb:)n (Xll'ffl"ilCCOf lhcud be advtHd of al c-nera1 Notes
and Warnngs beb9 ~ commences.
2. o:• con"9'essooo web t,raong musl be mtaled IM'lef9 ill'lowr'I +.
3. Mdibonal "'""'°arr bracr,g 1o NIM'• stahMty lb1n9 oonsrudlOrl
11 .... ,~ty of N et..:IOJ. Addiltonal permanent bracing al
lhe OYeral sn.ic:tunt is lhe responllbiityof lhe tuklng designa-.
,&. Ho klecl sholM be applied lo q 00fflJ'O'Wll i,1'il .ne,-al braong and
fast.--s are <XlrJ'4'.Hl• and a1 no wne st'OAcl any loads grea1e, lhlf1
du!gn loads be applied lo anyaJn1)0f19fll..
5. CompuTrus has no a>ntrol O¥er" and as"-fflM: nor~ kw fl4'
fabncabon. handling, shlJ:menl and installtbon al oorrc,onenb.
6. This de,gn IS Mn!shed ~ 10 lhelrrrla---set IOf'lh by
TPVWTCA tn BCSI, ocpes al wt.ct, wil be h.mlah9d upon r«Jl&Sl
Milek USA, lncJCompuTrus Software 7 7.0-SP3(1L)-E
GENERAl NOTES. urM$$ QiwtfwlM noled.
1. Tl-.s OMql is based my upon lhe p.warneters shown ..-Id q: fof ..,_ l'ldMd\.lal
l:Mldng ~.~of design param8lert and Pft)p9f
ncorponAOn of CO'l-.,onent IS lhe rnpon3ibiity of the bu4dir'lg ~
2.. Design asSl#'NS the IOP #Id botlorn chords 10 be laleraly braced a1
2' o.c. and al 10' o.c. r~ unless braced IMJUghout l\w let,glt, by
oontiruous 9heatw-.g Slim as plywood !h&alhng(TC) ~ clf'ywal(BC}.
3. b ~ bndglng or lateral bfat.:#1,g recp-fld MJMe thOwrl • +
,&,lnstalalionaltrusscshr99p(>nSlbllityollhe~conlractof
5. Oe9'g'1U!UmetlN11S4!SllntlObtuMdin.a~~
-'<!Wflb"d-ycondibon"olu51t
6. 0a,gnas9'.fflesflAlbNnnga!al"4)P(lrtsshown..Shm0twedgel --7. 0N,gn a,.,urnes .adequate lhiN9t IS pro,.,md. a. A.IN shal ha located on both laces d truss. ar1d pl4IOtd so t'9lf oenter
lit'lff coinadeWI'" joinl cente, lilnes.
9. Digilts ~ tiff al plate in Inches
10. Fer b.a91C oonn«;tor plate desq, valt.--ESR-1311, ESR-1988 (Milek)
December 23,2020
LUM.BER SPECl:'ICATIONS
TC: 2x4 :>F f l&6TR
BC: 2x6 :>F SS
WEBS : 2x4 :l:' STU:>
TC LATERAL SUPPORT <• 12"0C. UON .
BC LATERAL SUPPORT <• 12 "OC. UON .
OVERHANGS: 25 .3" o. o··
w
( 2 ) complete trusses required.
Attach 2 p ly with J"x.131 :>IA GUN
nai l!5 staggered :
9" oc in l rowls) throughout 2x4
9" oc in 2 r ow(s) throughout 2x6
9" oc in 1 r ow (s ) throughout 2x4
"' r<
I r<
r<
I
M r< It
I 0
2-00
top chords,
bottom chords,
webs .
TC UNI:' LL(
BC UNIF LL(
6-10
4-01-01
12
5 .00 v"""
13-08-00 GIR:JER SUPPORTING 22-06-00
LOAD :mRATlON INCREASE • l . 25 (Non-Rep)
LOADING
40.0)t JLI 30.0)• 10.0 PL? 0'-o.o· TO 13'-
194.B)•DL( 276.2)• 411.0 PLF 0"-0 .0" TO 13'-
LIMITEJ STORAGE :>OES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF CBC 2019 NOT BEING MET.
BOTTOM CHORJ CHECKEJ FOR lOPSF LIVE LOAD. TOP
AN:> BOTTOM CHORV LIVE LOAJS ACT NON-CONCURRENTLY .
6-10
8 . 0" V
B. 0" V
2-08-15 2-08-15 4-01-01
12
M-4x5 "sc:::J 5.00
M-1. 5x4
9
M-1 .5x4
3-11-05 2-10-11 2-10-11 3-11-05
13-08
BEAR!NG
LOCATIONS o·-o.o· u ·-a.o·
CBC2019/ IBC201B
I-2•1 0) 54
2-l•l-64681 0
3-4•(-46421 0
4-5•(-4642) 0
5-6• (-646B1 0
MAX MEMBER
2-7• 101
1-B• 10)
B-9• 101
9-6• 10)
MAX VERT
!<£ACTIONS
0 I 3856V
0/ 3696V
MAX HORZ
REACT£0NS -JO/ 44H
0/ OH
:"ORCES
5B1A
5196
5B00
5B80
SRG
SIZE
3 . 50"
3 . 50•·
4WR/GJ?/Cq•l. 00
1-3•1 0) 1482
3-8• (-17861 0
B-4• I OJ 33J2
B-5•(-11921 0 s-92 c 01 14eo
REQUIRE:) BRG AREA
SQ. IN. (SFEC!ES)
6.17 JF { 625)
5.91 Jr" I 625)
lweiaht.: 124 00 lb
VERTICAL JE.FLECTION LIMITS: LL•L/240, TL•L/180
MAX LL JE:"L,.. 0.008"@ -2'-0.1" Allowed• 0 .211 ..
MAX TL CREEP JE:"L • -0.010" @ -2'-0. 7" Allowed • 0 .282"
MAX LL JE?L '"' -0.045" @ 6'-10.0" Allowed • 0 .654"
MAX TL CREEP JE?L • -0.164"@ 6'-10.0 .. Allowed • 0 .872"
MAX HORJZ. LL :>E?L s 0.013" @ 13'-4.5"
MAX HORIZ . TL DE?L • 0.029" ~ 13'-4.5"
Design conforrns to main w.indforce-resisting
system and components and cladding cr iteri,:1.
Wind: 110 mph, h•l5ft, TC;)L,.9.0, 8C'.)L•6.0, ASCE-7-16,
(All Heights), Enclosed/Pr. Open, Ca.t.2, Exp.C, MWFRS()ir),
JOL•l.6, B•4Sft, L•14ft, E•4ft., Gable/Hip. Common,
r<
j~
I
0
Bottom chord at cantilevered end(s) not exposed to wind,
Truss designed for wind loads
in the plane o( thf> truss only.
~1-TC ·O 23 EC;O 46 Web:Q.51
JOB NAME HINTON ADD AG Scale: 0.3447
Truss : AG
DATE : 12/23/2020
SEQ .: K8773007
TRANS ID: LINK
WARNINGS:
1. 8;JilOef and .-edlon C:0,,.-ldQf ~be~ of al Gaoefal NotM
and WMTl!f'9S ~ oonslNdion c.offWTW'IC8S.
2. 2x4 CDtl'fll'MSDlwebbradng mustber,:staledwherttahown •.
3. Addbonal ~ braoing IO IIUU'e stabillty eutng consrrucbon
IS .... responsbity of ht 9f9CIOI'. MdiboMI permanent braong of
hl0\191'ills~•"lheretp0t\:Mbilityal~~designer
4. No kJlld lt\Cdd be appied to any aJf'l1)0r1Wll 1ri1 aftet" .a braang arld
f~ are~ Ind al no llltl'le shoud any loads grealM than
del9' IOldS be appNd IO aI'f ~
5. Compulrus has no anroi OYS and asswnes nor~ for tie
f,t,ncab()n. handing, ~ and N talabon al oomponents.
6 This de,gn II fumshed kqed to the im\alllons Ml IOt1h by
TPI/WTCA n BCSI. cope$ al~ wil be fl.fflshad upon r!KJ,JMl
Milek USA. lncJCompuTrus Software 7.7.0-SP3(1L)-E
GENERAL NOTES, 1nMS oh,rwi,e noted
t. nu deslgJl ls based Ot'iy upon lheparsm,eWS shown Ind IS lor an lndlY!dual
tutdngCOff'CX)l'Wlrt. ~ty oldnign paan'IMr'S andpn:,pe,
~bon of oomponenc b !he ~of hi bukin9 designer
2.. Oe9ql as-.mn lhe lop and bottom chords to be lateraly braced •
"Z o.c. and at 10' o.c. ~.,._,braced hOughoul ..... length by
oontsnuous !heatwi,g such as plywood ~C) ~ ~BC).
J. b. n,pad bndgu"lg or latt,ral braang requwed whant 9hcr#n • •
4. b&abtlanoltruss111tM!r~ollhe~~IIOr
5. 0estgna,~1ruMesan,tobeusednanon-c:aTOS1ve8ffllr'Onm&!'ll.
and••fof•ci-ycondlbon•oluN.
6. Dngr,as!U'TleSUbeamgatal~lhcMn.Shimorwedgel --7.~asSUMIISao.qullltdraanagelS~.
e. Plalllrs shall be located on boll taoe& of .-uss. and paced so....., oerner
linet c;orw::idil, 'Mlh J01nC 09fUr ines.
9. Olg4$ ndicate SIZft of pl;tte 1ft inchM.
10. For baSIC c:onne<:">r piate desl9f1 values Me ESR-1311. ESR-1988 (Mil-)
December 23,2020
LUMBER SPECIFICATlONS
TC: 2x4 ::>:' fl&BTR
BC: 2x4 :>:' U&BTR
WEBS: 2x4 O:' STUD
TC LATERAL SUPPORT <• l 2"0C. UON.
BC LATERAL SUPPORT <• 12 .. 0C. UON.
OVERHANGS:
.-<
0
I a,
0
I
"'
1t 0 I .o
o. o· 25. 3••
6-11-06
12
5.00 C7"
9-00-10
13-03
TRUSS SPAN 26'-6.0 ..
LOA:> DURATION INCREASE • 1. 25
SPACE:> 24 .O" o.c.
LOA:>ING
LL( 20.0)-+::>L( 15.0) ON TOP CHOR:) •
:lL ON BOTTOM CHOR:> _.
TOTAL LOA:> •
35.0 PSr"
10.0 PSF
45 .0 PSF
BOTTOM CHORD CHECKE.:> :'OR A 20 PSE" LIMIT£:> STORAGE
LIVE LOAD AT LOCATION(S) SPECIFIE::> BY CBC 2019.
THE BOTTOM CHORD .>EArJ LOAD IS A MINIMUM OF 10 PS:'.
13-03
6-03-10 6-03-10
M-4x5
M-5x7 (S)
8-04-13
26-06
6-11-06
12
"'-Q 5 .00
9-00-10
BEARING
LOCATIONS o·-o. o-
26' • 6.0"
CBC2019/ IBC2018
I· 2• 1·2473)
2-3• 1·2219)
)-4•1·2219)
4-5• 1·2472)
5-6•1 0)
MAX MEMBER :'ORCES
0 1-7• 10) 2206
0 7-8--10) 1456
0 8-5• IO> 220~
0
55
MAX HORZ
REACTIONS
MAX VERT
REACTIONS
0/ 1277V
0/ 1407V
-96/ 85H
SRG
SIZE
3. 50"
J . 50" 0/ OH
4WR/G:>F/Cq•l . 00
2· 7• (·485) 93
7-3•( 0) 844
3-8•( 0) 843
8-4• (-!83) 78
REQU I REJ BRG AREA
SQ. IN, (SPECIES)
2 . 04 :>, I 62 5)
2 .25 ,, I 625)
lweiaht · 93. 44 lb
VERTICAL JE:'LECTION LIMITS: LL•L/240, TL•L/180
MAX LL JE:'L • -0.088" @ l?'-5.4" Allo;,,ed • l.296"
MAX TL CREEP :>EFL --0.274"@ 9'-0.6" Allowed -1.728 ..
MAX LL :>EFL -0.022"@ 28'-6.7" Allowed -0 .211"
MAX TL CREEP JEFL --0.040"@ 28'-6 .7" Allowed• 0 .282"
MAX HORIZ. LL ::>E?L • 0 .031 .. @ 26'-2 .5"
MAX HORIZ. TL DEFL'"' 0.065" @ 26'-2.5 ..
Wind: 110 mph, h--15ft, TCiJL•9.0, BC)L..-6.0, ASCE 7-16,
(All He19ht5), Enclosed/Pr. Open, Cat. 2, Exp.C, MW?RS (Jir),
X>L•l.6, B-45ft, L•27ft, £a4ft, Gable/Hip, C0rnmon,
Bottom chord at cantilevered end(s) not exposed to wind,
Truss designed for wind lOi:tdS
in the plane of t.he tru~s only.
2-00
.-<
:J! 0 I
0
IMox csr, TC0.57 ec,0 .67 Web,ll.,ii____J
JOB NAME HINTON ADD B Scale: 0. 2262
Truss: 8
DATE , 12/23/2020
SEQ.: K8773012
TRANS ID: LINK
WARNINGS:
1 Builder and erection contradOr 9hQljd be acM:Sed ot al General Noles
and W•l'W'lgS beitoltl ~ COfm'ltlnCeS,
2. b:"4CCWl'p'9UIOtlwtbbraang,ruslberistahd~shcMn•.
3. Addlional ~ bfaang to ION'e s~ c;,,mg consweban
ishr~ ollhe enictof.AddibonaJ)M'TNln9ntbfaangol
lhe ownl S.-uckn II '!he respon,ibility d tM buldng designer.
.f No load st.outd be lf:lJ)liecl IO "f'f OOl"l1)0l'W'II ll'ltll #ltw all bfacw,g and
tasi...-.n a,e OOJflllet• and at no ome ~ any bads vreater lharl
deagnbadsbeappli,tdlo"f'f~-
5. ~Tru:shatnoc:onlr'Ol<NSandasstff!Unc>rno<lflllblityfOtlhe
fabncabon. handlin9. shlpmeol Mid ntialatlon of~.
6. Tots desq, t.S fumShed M.t,j«:t 110 the im11a~ Ht fonh by
TPt/WTCA in BCSI, copies ol wt.ch wil be f\.nuhed upon~
MiTek USA. lncJCompuTrus Software 7.7.0-SP3(1L),-E
GENERAL NOTES. tneSSOflefwlMnoted
1. nn~ ,s l)aSed ONy upon Iha paraneWS ~ and .s lor an~
btaldingawnponent. Applcat,6tyofdesq,~~pn:!pflf'
noorpor;)kln of 0l)ff'lpON!IN • Iha reapon91bityof lhebuikilng dnlgrMlf.
2. DMql as,.,....._ h 10P rd bottom cnotds 10 be laletaly braced at
2' O.C. and Ill 10' o c. respectr.,tlty ~ bfaced twous,,Dul ....... lengeh by
contnJou1 ,t,ealwlg suet, a,. pJywood ~C) anlor drywafKBCJ.
3. b rnpad bndQw'!I o, Lateral braang required~ ,tiown • •
,. lnslalabon ol lru» I.S lhe responsibility of lhe re~ connci0r
5. OMtgn auumes 1ruun ar. 10 be used'"•~ WMronrMnl.
rd•elor"drytoncMJOn"dUMI.
6. Oesignassunesl'ulbeanngalalac,porl$shown.Stwn0t~t _.....,_
7. Des91assumes~1edraw\agtl1Sp,QY!ded. 8. F'I.IIH .shal be kx:allld an boOl laces ot truss, and placed ,o hw center
lines conade ...... ;o.,i center Ines.
9. Digit.s#ldicateazeofptateinlflChes.
10. For b1111Cc:orned0tplate desq, v.ilues s,ee ESR-1311. ESR-1988 i,..Tekl
December 23,2020
LUMBER SPECIFICATIONS
TC: 2x4 ::>F tl&STR
BC: 2x4 ::>F tl&BTR
WEBS: 2x4 ::>? STUJ
TC LATERAL SUPPORT <• 12"0C. UON.
BC LATERAL SUPPORT <• 12"0C. UON.
M-lx4 or equal at non-structural
vertical member-s (uon).
rl
0 I a:,
0
I
"'
rl
Jt 0 I
0
M-2.5x5
2-00
6-11-06
9-00-10
Bl
TRUSS SPAN 26"-6.0"
LOA::> ::>URAT!ON !NCREASE • 1 . 25
SPACEJ 24 .0" O.C.
LOA:>ING
LL( 20.0)+::>L( 15.0) ON TOP CHOR~ -
DL ON BOTTOM CHORJ •
TOTAL LOA:> •
35.0 PS,
10.0 PS?
45.0 PS?
LIM!TEJ STORAGE DOES NOT APPLY :>UE TO THE: SPATlAL
REQU!REMENTS OF CBC 2019 NOT BEING MET.
BOTTOM CHOR::> CHECKED FOR lOPS?" LIVE LOA:>. TOP
ANV BOTTOM CHOR:> LIVE LOADS ACT NON-CONCURRENTLY .
13-03
M-2.5x5
M-1. 5 x3
12
5 .00 ~
6-03-10
M-5x6 (S)
M-4x5
8-04-13
26-06
6-03-10
• M-2.5x5
lweioht · 187 37 lb I
.:>esign confor-m.; to main windforce-resisting
~ystem and components and cladding criteria.
Wind: 110 mph, h•lS!t, TCJL .. 9.0,BC::>L•6.0, ASCE 7-16,
!All Heights), Enclosed/Pr. Open, Cat.2, Exp .C, MW='RSl~ir),
XIL•l.6, 6•45ft, L•27ft, E•4ft, Gable/Hip, Commvn,
Cottom chord iit cantilevered end(s) not e:<pose<.i to wind,
Truss designed for wind loads
in the plane of the truss only.
13-03
M-2.5x5
M-1 .5x3
Note: Trus~ design requires cont inuou~
beiiring wall for .,.ntire .:apan UON.
IMax cs1 · Ic·0-58 BC:0-02 Web=0-26
Tru5s designed for 4x2 outlookers. 2x4 let-in::;:
of the same size and grade as structur-al top chord. !n:sure tight f.it -;1,t e,3ch end or let-in.
Outlooke['s must be cut with care and dre
permissible at inlet board areas only.
6-07-08
li
"::::J 5.00
M-2.5x5
11-01-15
2-00
0 J~
I
0
J OB NAME HINTON ADD Scale: 0.2938
Truss: Bl
DATE : 12/23/2020
SEQ .: K8773011
TRANS I D: LINK
WARNINGS:
1, 8uldw lrd e,,eai,on contraoor shotJd be ~ ot aR General Notes
andWami,,gsbefore~Ol'll'IYIW'ICU.
2. 2lt400f'l'1)fMSIOnWMlbfac:w-.gmustbemtaledM\ef9sttoMI♦•
3, ~1empcurybfacngtoinsurestabilityCU1"QconslruC:tlOn
1$ fMJ re,ponsibiity d he ertlCtor Addibor'lal permanent br.long of
hi OYer1II sln.dure is lhe reSf)Offliblltyot 1h11 tuklr,g des,gne,.
' Noload!lhcddbeappliedtoarry~t\Pilafttfallbtacwigand
fnwwtB ant~ and at no~ shaud any loads WNl"'" thain
des.gnloadsbeapptiedlOq~
5. ~Tna nas no oonval over and asMJmas nor~ lor IN
fatn:al,on, h;wdng. shipmef1t and nstalabon of~.
6. lmde,gn1tM'ruhed~lo1Nlimi1alions.M11onhby
'WVWTCA in BCSI, oopes of ....t.c:h will be fl..mished upon recpesl
Milek USA. lncJCompuTrus Software 7.7.0-$P3(1L)--E
GENERAL NOTES, \nMS oh,rvr,,se noted.
1. Ths~itt>uedMly14>()111NparwnewslhownandlSforati~
building~ ~ly of design~ and ptOpS
~ ofCM"ll)Orl«ll IS the re~ of IN bUl6ding ~.
2. ~ as.ames INt 1op--, bottaTI d'ods lo be Lateraly braced at
2' O.C. arid at 10' o.c.. re!pedM!ly ineS5 braced fw0ughout ~ lengeh by
c:ontuiuoussheahng suchasptywood~C)~~SC}.
3. b Impact btldglng °' iat•al bracng ,..-.s whMw shown • ♦
,, rnslalabon of truss la lh9 ~ of lhe retJ)K'WIS c:ontrtlClof.
5. OMlg,I as,umes trusses aA1 to be used w, • ~ enwnrwnent.
and •• tor ·dfy condibort of use 6. Design nsumN Mlbeanng at al~ sho,r,,n, Stwnor ~ i ---· 7. Oeslgrlassumes~l&drainagelSP,CMded.
8. P\ates Shall~ localed on boCh faces ol lNSS. and ptac:ed so,-cent•
!inn c:oinode Wllfl joll'\I; cer1&er Ines.
9. Dlgds ll"ldcal• 11ze of plate in inches.
10. Fa ba.ste ~ plate design values 1ee ESR-1311, ESR-1988 {J,tTekJ
December 23,2020
LUMEER SPECIE'ICATIONS
TC: 2x4 :>E' jUBTR
BC: 2x6 ::>:' SS
WEBS: 2x4 JE' STU:>;
2x6 J! SS A
TC LATERAL SUPPORT <• 12"0C. UON.
BC LATERAL SUPPORT <• 12"0C. UON.
OVERHANGS: 0 .O" 25. 3••
JT 1, 9: Heel to plate corner • 3 . 25"
i
....
0 I (X)
0 I "'
( 3 ) complete trusses required.
Attach 3 ply with 3"x.1Jl DIA GUN
nails staggered:
9" oc in 1 row (s) throughout 2x4
1" oc in 2 row (s) throughout 2x6
9·• oc in 1 row(s) throughout 2x4
9" oc in 2 row (s) throughout 2x6
-<
!t 0 I
4-02-15
12
5 .00 C7'
26-06-00 G[RJER SUPPORTING 30-00-00
LOA:> ::>URATION INCREASE • l . 25 (Non-Rep)
LOAJING
TC UNIF LL( 40.0) ♦JL( 30.0)• 70.0 PLF o·-o.o· TO 26'-
BC UNI? LL( 208.9) '"JL( 370.0)• 518.9 PLF 0'-0 .0"' TO 26'-
top chords,
bottom chords,
webs,
webs .
13-03
3-00-10 3-00-10
LIMITED STORAGE :>OES NOT APPLY :>UE TO THE SPATIAL
REQUIREMENTS O:" CBC 2019 NOT BEING MET.
BOTTOM CHORJ CHECKED FOR lOPSE' LIVE LOAD. TOP
ANJ BOTTOM CHOR:J LIVE LOA:>S ACT NON-CONCURRENTLY.
13-03
2-10-14 2-10-14 3-00-10 3-00-10
M-5x6
6.0* V
6 .0" V
4-02-15
12 ~ 5.00
_,
M-2 .5x5
'3
M-3x6
l5
M-3x6
_6
M-2 .SxS
17
M-1. 5x4
M-7xl 0(S)
MAX MEMBER FORCES 'IWR/G:>?/Cq~l .00 CBC2019/IBC2018
I-2•(-17706) 0 1-11•(0)
2-3•(·15855) 0 11-12•(0)
3-4•(-13464) 0 12-13•(0)
4-5•(-10968) 0 ll-14•(0)
5-6• (-10968) 0 14-15•(0)
6-7•(-13464) 0 15-16•(0)
7-8• (-15852) 0 16-17• 10)
8-9•(-177031 0 17-9•(0)
16173 11-2•( 0) 1686 7-16•( 0) 2781
0
1686
9-10• ( 0) 54
BEARING
LOCATIONS o·-o.o·
26'-6 .0"
16083 2-12•(-1716) 0 16-8•(-1710)
14394 12-3•( 0) 2784 B-17•1 0)
12180 3-13•(-2913) 0
12180 13-4•( 0) 3750
14394 4-14•(-36541 0 160B0 14-5•( 01 8199
16170 14-6• (-36511 0
6-15•( 0) 3747
15-7•(-2910) 0
MAX VERT
REACTIONS
0/ 8598V
0/ 8749V
MAX HORZ
REACTIONS
BRG REQU lREJ EiRG AREA
SIZE SQ. lN. (SPECIES)
-95/ 85H J .50" 13.16 J, ( 625)
0/ OH 3 .50" 14.00 J, ( 62\)
lweight · uLii..ii,J
VERTICAL JEFLECTION LIMITS: LL•Ll:£40, TL ... L/180
MAX LL JEFL • -0. 135" ~ 10' -0. 7" Allowed -1 .296"
MAX TL CREEP JE?L • -0. 56?" @ 10' -0. 7" Allowed ._ l . 728"'
MAX LL JE?L • 0.003" @ 28' -6 . 7" Allowed •
MAX TL CREEP JEFL • -0.004" @ 28' -6. 7" Allowed •
MAX HORIZ. LL JEFL -0 .037"@ .26'-2.5"'
MAX HORIZ. TL JE:'L • 0.098" @ .£6'-2.~-
:)e::iqn conforr1s to main windforce-resist ing
s ystem and component.s and cladding eriteri.:a.
Wind: 110 mf:h, h=l5tt, TCJL•9.0,BCJL•6.0, ASCE 7-16,
0 .211"
0 .282"
(All Heights), Enclosed/Pr. Open, (;-it .2, Fxp .C, MW:'RS DHI,
DOL-1 .6, E•45ft, L•27ft, £s4ft, G<tble/Hip, Com:rion,
Bottom chord at cantil<?vered end (s) not expo::ed to wind,
Truss designed fo1 wind lo.id!:
in the pl":lne of the trus:!::: only.
~ j!
0 I 0
!Mdx cs1: Ts;,.:Q.46 BC:Q.67 weL>:0.56
4-01-03 2-10-14 3-00-10 3-02-06 3-02-06 3-00-10 2-10-14 4-01-03
JOB NAME
Truss: BG
DATE: 12/23/2020
SEQ.: K8773010
TRANS ID: LINK
26-06
HINTON ADD BG
WARNINGS:
1 &Ader and «ecDOn concraaor snc,.jd be~ al all Gerwal Notes
andW~ before oon,INcttOneommenots.
2. 2x•~n'MOnwet1twaongmustt>eiMialedWMrelhotM'I+.
3. Additional 19mporwy braong 10 rdU'ft siabilty Cln'lg consrucbon
11 tter~tyOffleerector. Addillonal~braangof
the O¥Mal stucue ii lhe responsibtty of lhe ~ des,gner.
' No load ahl:Ud be appliftd lo any~,'""~ .. bf--,g and
last9oMS are~• and at no wne lhcud any loads i,ute, lhan
de,q, loads be app!Nld lo any C0tnp0f1ent
5. ~Trus has no e::ooCrol oY9I" Ind ~ no re,pc)1'191bilily to, N
labncatlon. handling, :npmet1C and instalabon al~-
6. Thlldesign•Mmhedsut,iectlohtlimltallOnSMIJor1hby
TPllWTCA .-. SCSI. copes al which W'I be lumshed upon f~.
Milek USA. lnc:JCompuTrus Software 7.7 O-SP3(1L)-E
2-00
Sce1le : 0.2101
GENERAL NOTES, i.NSSOlharMMnolied.
, This de,gn IS ba,Hd <riy ~ the pa,aneters shoM1 Ind i, f(W an nd"'1doal
bw:ting ~-Applicabity of da$lgn parameters and propa
incorparallonolcompon-,tislhft respon9ibiityallhebuildiogdftslgnftf.
2. [)pgn assumes the qi .-id boncm chads lo be lat.-aly braced at r o.c. anct ai: IO'o.c. ,~unless braced ~1 tlftlf leogOl t,y
QOJ'l'lll"aJCUS sheahng such as plywood shealhng(TC) and/or drywall(8C).
3. 2x n,p.c:t bndg,ng or ~(era brar.:a'19 r~ed wnete shl)won .. +
'-. Ntalatian °' lruss ill lhft fMpe)nSlblily ol Che~ connclof 5. Oe!lt!r as~ truMftS .,,. lo be used lrt a non-corro!IIWI e,nwor,ment, and•• for •~ ccnMaon" c1 use.
6. 0eS¥1 as.si.mes 1\.11 tieanng a1 al -.,ports shown. St'lll'I\ or wedge if -· 7. [)pgn Nll-fflft adeq.Jate ~IS~ e. AalN shall be local9d on bolh i.:es of lruss. and paced sot..-oeoter ...., oorode W!f'I joint Qntftl' Inn.
9. Digits indicate ,ize al plate lrt inc:hn.
10. For bac c:onnedor plate design values see ESR-1311, ESR-1988(MiT9k)
December 23,2020
SUPPORT OF B.C. OF STANDARD OPEN END
JACK USING PRESSURE BLOCKS Mil/SAC -7
Loading (PSF): -
BCDL 10.0 PSF MAX
2x4 bot. chOrcl Cerrier truss ___ !": 1---------4-J or jack \ ,· -.., :·.-0 !------· --~~2x4 block __ •
I ·tietween Jacks, •
nailed to carrier ·
w/6 W/(.f31"X3.0" MIN)
.. __ ____ nails spaced at 3• o.c.
-fr~ 2·(.131'X3.0"MIN) I ·'N'~(s (lyp)
.,Ja:_Jck 'l/\JSS
(typ)
/ I"'-.
/ I'-.
CAI.HIP
SUB GIRDER
-p .7
7
, -"-~
CAI.HJP-
GIROER
/ ""' .-... / _., --"' --="'<
/
/ ""' ~ i'K
PARTIAL FRAMING PLAN OF
CALIFORNIA HIP SET WITH
SUB GIRDER
(:::;:~ BC of carrier truss ~~
()' ~--:-~3\"X30" MIN) NAILS (typ)
/ '\\.__ BOTTOM CHORD OF OPEN E ND JACK L 2x4 block between jacks, nailed to carrier BC
w/ 6·{.131"X3.0" MIN) NAILS@ 3" o.c.
A WAR.J,II1,/0 • V•rl/y dutgn ptMwna,tfr~ WUS Jt£4l> IJOT&S Otl nns AND IHCLUD£D A1FttK /t.&FE.REJIC£ ?AC£ >411.7-4 r.J 11£.J'ORJ'; W!:,
Oetlgn veld lr,y VH on~ ......Qh Mrt"\' C"~"'Cft'l" lhk tiNJcn ~ ho\M r,nty upon pason-..ten ~n. and U k>r t'tn lndMduol bvlktW)Q comi,onent.
•f)?leobllty ol dc<lgn pcromon•on ood proper ""'"'l'<"CI.,., ct con,ponen1 k ,e,ponslbl'lly of~ do,tgne, • not truu des!Qn<><. &oti'l) shown k for lalerol suppoo ot ltldMdcolweb merroco o,w. /\ddlllonal tcr~o,y broclng lo !nslXO ,lol>lly ou,lnQ cemll\lCIK>" h lh<t ,,upcnsll>lllly ol tho
t<e<:la. AddilioMI pam,an""l t,,odr,o ol lhc CM>tOI slnx:tvre i> 11'0 to1pcl\~ly cl lt,o bl,;i,;;og de,,gne,. for gonftrol glJdonc• teQarding
fobricolk>r\. qvaCly conlrol. slor<004>, <:kt,vt..-,cy. Ofcclion ond t,racitw;). coo1vlf AH.$1/TPI \ QvoUty Cril~Oo. 0$1·8' and e,Cil I 11.1Udln9 Coffit>Otlerd
S<lfety ln!Ofma!l<>n ovarJoblO ltorn lf\.lu ~ilQ ln1Uh1fe, SS3 O'Onolrio D,tvc. 1>AOdlso1'. WI 53119,
3/30/2004 PAGE 1
MiTok Industries, Inc.
Western Division
/23/2020
JANUARY 6, 201 7 Standard Gable End Detail MII-GE110-001
MiT ek USA, Inc. Page 1 of 2
Typical _x4 L-Brace Nailed To [VJ[][]®
== == woo
MiTek USA, Inc.
2,~~7:~oc Vertical Stud
(ID
A MITek Attillale
DIAGONAL BRACE
4"-0" 0 .C. MAX
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY.
Varies to Common Truss
(2) -10d Nails into 2x6
S ECTION A-A
2x6 Stud or
'----2x4 No.2 of better
\
"--..... Typical Horizon1al Brace
2x4 Stud
Nailed To 2x Verticals
w/(4)-10d Naiis
SEE INDIVIDUAL MITEK ENGINEERING
DRAWINGS FOR DESIGN CRITERIA
PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
TWO TRUSSES AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH (2)-10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO BLOCKING WITH
(5) • 10d NAILS. A
* -Diagonal Bracing
Refer to Section A-A
NOTE:
B
** -L-Bracing Refer
10 Section B-B
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT
BRACING OF ROOF SYSTEM.
4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB
24" Max
OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF
DIAPHRAM AT 4'-0" O.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A
2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD.
ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4.
{REFER TO SECTION A-A)
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240.
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES.
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR
TYPE TRUSSES.
10. NAILS DESIGNATED 10d ARE (0.131" X 3") AND
NAILS DESIGNATED 16d ARE (0.131" X 3.5")
Minimum Stud Without 1x4
Stud Size Spacing Brace L-Brace
2x4 DIAGONAL
L-Brace BRACE
Species Maximum Stud Length and Grade
2x4 DF/SPF Std/Stud 12" o.c. 4-6-3 5-0-7 7-1-7 9-0-5
2x4 DF/SPF Std/Stud 16"0.C. 4-1-3 4-4-5 6-2-0 8-2-7
2x4 DF/SPF Std/Stud 24"0.C. 3-5-8 3-6-11 5-0-7 6-10-15
* Diagonal braces over 6'-3" require a 2x4 T-Brace attached to
one edge. Diagonal braces over 12'-6" require 2x4 I-braces
attached to both edges. Fasten T and I braces to narrow edge
of web with 1 Od nails 8" o.c., with 3" minimum
end distance. Brace must cover 90% of diagonal length.
MAX MEAN ROOF HEIGHT = 30 FEET
CATEGORY II BUILDING
EXPOSURE B or C
2 DIAGONAL
BRACES AT
1/3 POINTS
13-6-8
12-3-10
10-4-7
(4) -8d (0.131 " X 2.5") NAILS MINIMUM, PL YWOO
SHEATHING TO 2x4 STD OF/SPF BLOCK
Roof Sheathin
1 '-3"
Max. (2) -1 Od NAILS
s@ 24" o.c.
/, ~DIAGONAL BRACE SPACED 48" O.C.
/ ATTACHED TO VERTICAL WITH (4) -16d
NAILS AND ATTACHED
TO BLOCKING WITH (5) -10d NAILS.
..__ __ HORIZONTAL BRACE
1:8:,==~-(SEE SECTION A-A)
/23/2020
ASCE 7-98, ASCE 7-02, ASCE 7-05 110 MPH
ASCE 7-10 140 MPH
DURATION OF LOAD INCREASE: 1.60
STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
CONNECTION OF BRACING IS BASED ON MWFRS.
AUGUST 1, 2016 REPLACE A MISSING STUD ON A GABLE TRUSS MII-RE P15
[VJ[][]® MiTek USA, Inc. Page 1 of 1
== == 1. THIS IS A SPECIFIC REPAIR DETAIL TO BE USED ONLY FOR ITS ORIGINAL
INTENTION. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION WUJ□
MiTek USA, Inc.
[ill
OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO
VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED
REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING
THE LOADS INDICATED.
A MITek Attlllale 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE
APPL YING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE
SUCH AS TO AVOID SPLITTING OF THE WOOD.
4. WHEN NAILING SCABS OR GUSSETS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED
TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
REPLACE MISSING WEB WITH A NEW MEMBER OF THE SAME
SIZE, GRADE, AND SPECIES A THE ORIGINAL (CUT TO FIT TIGHT)
ATTACH 8" X 12" X 7/16" O.S.B. OR PLYWOOD (APA RATED SHEATHING 24/16 EXPOSURE 1) (MIN)
TO THE INSIDE FACE OF TRUSS WITH FIVE 6d (0.113" X 2") NAILS INTO EACH MEMBER
(TOTAL 10 NAILS PER GUSSET)
THE OUTSIDE FACE OF THE GABLE MUST BE SHEATHED WITH (MIN) 7/16" O.S.B OR PLYWOOD.
SEE MITEK STANDARD GABLE END DETAILS FOR WIND BRACING REQUIREMENTS.
TRUSS CRITERIA
LOADING : 40-10-0-10 (MAX)
LOAD DURATION FACTOR : 1.1 5
SPACING : 24" O.C. (MAX)
TOP CHORD : 2X 4 OR 2X 6 (NO 2 MIN)
PITCH: 3/12 -12/12
BEARING : CONTINUOUS
STUD SPACING :24" O.C. (MAX)
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
G LE
24"
MAX
COMMON
/23/2020
DETAIL FOR COMMON AND END JACKS MII/COR -8 -20psf 7/9/2015 PAGE1 --®
MAX LOADING (psO
TCLL 20.0
TCOL 16.0
SPACING Plates Increase Lumber Increase Rep Stress Iner
2-0-0
1.25 1.25
YES
BRACING
TOP CHORD Sheathed.
MiTek Industries, Inc.
Corona Ca.
1 BCLL 0.0 BOT CHORD Rigid ceiling directly applied.
BCOL 10.0
MINIMUM LUMBER SIZE AND GRADE
TOP CHORD 2 x 4 DF-L No.1 &BTR
BOT CHORD 2 x 4 DF-L No.1&BTR \.--·-----
SPLICE CAN EITHER BE 3X6 MT20 PLATES
OR 22" LONG 2X4 SCAB CENTERED AT SPLICE
LENGTH OF EXTENSION
AS DESIGN REO'O 20'-0" MAX
W/SAME LUMBER AS TOP CHORD ATTACH TO ONE FACE ~ ,,,c
WI (.131"X3.0" MIN) NAILS~ 3" 0 ,C. 2 ROWS ,..,~
-2-0-0 8-0-0 ~-! ~/ ,____:,.;:;.,:__--+------------"'~-----"'~------
NOTE: ~rt TOP CHORD PITCH: 3/12-8/12 . ./ _.,...-
BOTTOM CHORD PITCH: 0/12-4/12 _.,....._.,.~.,,.,-/" '--.
PITCH DIFFERENCE BETWEEN TOP AND ~---.,,..,,-·r 1 ''-
BOTTOM CHORD TO BE "2" MIN. ,,,,.,.. / '·
SPACING= 24'' o.c. ./ /.,../ I ' ' _.,......,.. ._.,......,...,. SUPPORT ANO CONNECTION BY OTHERS OR 2·16d COMMON WIRE
.,.,..,,--.,,. (0.162"01A. X 3.5') LGT TOE NAILS SUPPORTS SHALL BE PROVIDED ~ ,/ j @ 4'·0" O.C. ALONG THE EXTENSION OF TOP CHORD.
__,..,,..,,,-.,,,-~ CONN. W/3 16d COMMON WIRE (0.162"0 1A. X 3.5" LGT) TOE NAILS
,./ ~
_,...,../ •"-.,,.,,-----------------------·nm .-"" H .,,,,.,...,,,,,-__,...,....f'T<., ---
~ ~--/✓-C:?
\,_.,,,,.,...,,,--M-3x3
,,/
/
2-0-0
,,,,,
CONN W/2 16d COMMON WIRE (0.162"01A. X 3.5" LGT) TOE NAILS
f--·-------------------------1
8-0-0
4-0-0
EXT.
2-0-0
.r
EXT.
2-0-0
CONN W/3 16d COMMON WIRE (0.162"01A X 3 5" LGT) TOE NAILS
\ \
CONN W/2 16d COMMON WIRE(O 182"0IA. X 3 5") LGT
TOE NAILS OR see OETAIL MII/SAC-7 FOR
6-0-0 PRESSUREBLOCKING INFO. -------"-=-------------l
NOTE: NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT .
.A,_ WARM'A'a Vuifg rll'&{!fn tmrtMmtrr, ""'' RT.AD :NO'(t;...~ ON THIS I.NO 1,W:LUJJJW mrt:K M.Ef&IUl!t'C& P'AQI:'. /ff/J 74 71 8E1'0Rt; us,;,
De<ig,n vo!ld fot use onfy wilt, Mffel; connec'°"· lhls <1e,,gn I> b<Hed Qf\ly vpon pora,'lel0f$ shown, and Is for on l~chlduol b<,ild,ng COf'\pol'I0'1I,
Applicobi'ity of de,)gn paromonton ond oropor ,ncorporollon of component ls re,pon,blllly of building deilgner • not trvn designer. &oclng shown
is fc, lolflf0I ,uppo,1 al individval web memben only. AddlflOO<Jl tompo,ory bracing lo inn,,e 1loboity dut!ng cori,truction is 11w rcsporu,bl1,1y al the e,e<:for, i'ddi!lonol permo11onl bracing ol lhe overon structUl'e Is the rospon~bi•lty ol lM bottd,ng des\gner. For Q&ne<ot 9vk:1Qnce rcgording /abricollon. quality control. 1l0<oge. deilve,y. erection ond brocing, con,vll ANSl/lfll Qvollty CrO•rla, osa,a, and BCSl1 8ulldlng Component
Solely lnlo,mallon ova~oblc from r,,.,.s Plot" l"1litvlo. 583 O'Onoloo Olive. Madison. WI 537 t9. ---------
CORNER RAFTER 8'-0" SETBACK MIi/SAC -9 -8S8 20-14-2 111112014 PAGE 1
@ MINIMUM GRADE OF LUMBER
TOP CHORD:2X4 NO.1 & BTR DF-L-GR
LOADING (PSF)
L D
3-0-0
BOT CHORD:2X4 NO.1 & BTR DF-L-GR
STA. INC.: LUMB = 1.25 PLATE = 1.25
REPETITIVE STRESSES NOT USED
TOP 20 14
SPACING : 24.0 IN. O.C.
NO. OF MEMBERS = 1
NOTE: 1. ALL CONNECTIONS TO SUPPORTS BY OTHERS
2. ALL PLATES ARE MITEK MT20
8'-0" SETBACK
12
2.83"-5.66 c::::=-
....... -----c:XTENSIO,.,....----~
SUPPORTS SHALL BE PROVIDED
ALONG EXTENSION @ 5'-8" O.C. M X
203 PLF
SPLICE MAY BE LOCATED
ANYWHERE IN THE
EXTENSION
3x1 O splice plates may be replaced
with 22" 2x4 DF No.2 or btr. scab
o one face with.131x3 min. nails
@ 3" o.c. 2 rows
MiTek Industries, Inc.
Western Division
SUPPORT
1/2" GAP MAXIMUM BETWEEN
SUPPORT AND END OF RAFTER
SUPPORT
R= 768 + EXT.
R= 326 + OH.
LENGTH OF HEEL PLATE f2 (MIN. 4")
11-3-12
A WARNING Verify d~slg,i pnro.nurers and READ NOTES ON TJflS AND INCLUDED MJTE/f REFF..RENCE r~G,t; MlT 7473 BEFORE US£.
Design valid for use onty with Milek connectors. This desfgn is based only upon parameters shown, and is for on individual building component.
Apphcobdity of design poramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown
1s for lateral support of individual web members only. Additional temporary bracing lo insure stability during construction is the responsibillity of the
erector Additional permanent bracing of the overall structure is the responsib1lify of the buildmg designer. For general guidance regarding
fabncation. qualify control. storage. delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and 8CSl1 Building Component
Safety lnfo,matlon available from Truss Plate Institute 583 D'Onofrio Dnve, Madison. WI 53719.
/23/2020
7777 Greenback Lane 1111.
Suite 109
Citrus Heights, CA. 9561 .
Milek•
AUGUST 1, 2016 CONVENTIONAL VALLEY FRAMING DETAIL MII-VALLEY1
== == woo
MiTek USA, Inc.
[QJ
A MITek Afflllate
RIDGE BOARD
( SEE NOTE #6 )
PLAN DRAWING
POST
MiTek USA, Inc.
GABLE END, COMMON TRUSS
OR GIRDER TRUSS
VALLEY PLATE
( SEE NOTE #4 )
TRUSS TYPICAL
(24"0.C.)
POST SHALL BE LOCATED ON
SHEATHING ABOVE THE TOP
CHORD OF EACH TRUSS.
( SEE NOTE #8) ---GABLE END, COMMON TRUSS
OR GIRDER TRUSS
TRUSS MUST
BE SHEATHED
GENERAL SPECIFICATIONS
1. WITH BASE TRUSSES ERECTED (INSTALLED), APPLY SHEATHING TO
TOP CHORD OF SUPPORTING (BASE) TRUSSES.
2. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS.
3. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF
THE ( a.) GABLE END, (b.) GIRDER TRUSS OR (c.) COMMON TRUSS TO THE ROOF SHEATHING.
NOTE:
48" O.C. MAXIMUM POST SPACING
LIVE LOAD = 30 PSF (MAX)
DEAD LOAD = 15 PSF (MAX)
D.0.L. INC = 1.15
ASCE 7-98, ASCE 7-02, ASCE 7-05 90 MPH (MWFRS)
ASCE7-10 11 5 MPH (MWFRS)
4. INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH ( 2) 16d (0.131" X 3.5") NAILS.
5. SET 2 x 6 #2 RIDGE BOARD. SUPPORT WITH 2 x 4 POSTS SPACED 48" O.C .. BEVEL BOTTOM OF
POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE WITH ( 4 ) 10d (0.131" X 3") NAILS.
FASTEN POST TO ROOF SHEATHING WITH ( 3 ) 10d (0.131" X 3") TOE-NAILS.
6. FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BOARD. MAXIMUM RAFTER SPACING
IS 24" O.C .. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH ( 3) 16d (0.131 " X 3.5") TOE-NAILS.
FASTEN VALLEY RAFTER TO VALLEY PLATE WITH ( 3) 16d (0.131" X 3.5") TOE-NAILS.
7. SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 48" O.C ( OR LESS) ALONG EACH RAFTER.
INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING. ALLIGN POSTS
WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4) 10d (0.131" X 3") NAILS.
FASTEN POST THROUGH SHEATHING TO SUPPORTING TRUSS WITH ( 2) 16d (0.131" X 3.5") NAILS.
8. POSTS SHALL BE 2 x 4 #2 OR BETTER SPRUCE PINE FIR, DOUG FIR LARCH OR SOUTHERN
PINE. POSTS EXCEEDING 75" SHALL BE INCREASED TO 4 x 4 OR BE PRE-ASSEMBLED
( 2 ) PLY 2 x 4's FASTENED TOGETHER WITH 2 ROWS OF 1 0d (0.131" X 3") NAILS 6" O.C ..
/23/2020
OCTOBER 28, 201 6 STANDARD REPAIR FOR ADDING MII-REP10 A FALSE BOTTOM CHORD -II I <._B on□□ == == WO□
MiTek USA, Inc.
VERTICAL STUDS@48" O.C .. ATTACHED
WITH ( 3 ) -10d (0.131" X 3") NAILS AT
EACH END OF VERTICAL (TYP.).
VERTICAL STUDS TO BE 2 x 4 STUD GRADE
(OR BETTER) SPF, HF, DF OR SP.
(BOARD SIZE SPECIFIED IS MINIMUM,
LARGER SIZE MAY BE USED)
2 x 4 NO. 2 (OR BETTER) SPF, HF,
DF OR SP FALSE BOTTOM CHORD
(BOARD SIZE SPECIFIED IS MINIMUM,
LARGER SIZE MAY BE USED)
FALSE BOTTOM
MAIN TRUSS MANUFACTURED WITHOUT
FALSE BOTTOM CHORD.
MAIN TRUSS (SPACING= 24" O.C.)
M1Tek USA, Inc. Page 1 of 1
REFER TO THE BOTTOM CHORD BRACING SECTION OF
THE INDIVIDUAL TRUSS DESIGN FOR MAXIMUM SPACING
OF CONTINUOUS LATERAL BRACING WHENEVER RIGID
CEILING MATERIAL IS NOT DIRECTLY ATTACHED TO THE
BOTTOM CHORD.
TRUSS SPAN
NOTES:
1. LOADING: TOP CHORD: (REFER TO THE MAIN TRUSS DESIGN FOR TOP CHORD LOADING).
BOTTOM CHORD: LL = 0 PSF, DL = 10 PSF.
2. REFER TO THE MAIN TRUSS DESIGN FOR LUMBER AND PLATING REQUIREMENTS.
3. MAXIMUM BOTTOM CHORD PITCH = 6/12.
4. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD.
5. FALSE BOTTOM CHORD ONLY DESIGNED TO CARRY VERTICAL LOAD. NO LATERAL (SHEAR) LOAD ALLOWED.
6. FILLER MAY EXTEND FOR FULL LENGTH OF TRUSS.
/23/2020
AUGUST 1, 2016 L-BRACE DETAIL MIi -L-BRACE
== == woo
MiTek USA, Inc.
0
Nailing Pattern
L-Brace size Nail Size
1 x4 or 6 10d (0.131" X 3")
2x4,6,or8 16d (0.131" X 3.5")
Nail Spacing
8" o.c.
8" o.c.
Note: Nail along entire length of L-Brace
WEB
Nails
(On Two-Ply's Nail to Both Plies)
Nails
/ Section Detail
-L-Brace
Web
SPACING
L-BRACE
MiTek USA, Inc.
Note: L-Bracing to be used when continuous
lateral bracing is impractical. L-brace
must cover 90% of web length.
L-Brace Size
for One-Ply Truss
Page 1 of 1
Specified Continuous
Rows of Lateral Bracing
Web Size 1 2
2x3 or 2x4 1x4 ...
2x6 1x6 ...
2x8 2x8 ...
••• DIRECT SUBSTITUTION NOT APLICABLE.
L-Brace Size
for Two-Ply Truss
Specified Continuous
Rows of Lateral Bracing
Web Size 1 2
2x3 or 2x4 2x4 ***
2x6 2x6 ...
2x8 2x8 ...
••• DIRECT SUBSTITUTION NOT APLICABLE.
L-Brace must be same species grade (or better) as web member.
/23/2020
AUGUST 1, 2016
[VJ[][]®
== == woo
MiTek USA, Inc.
D
SCAB-BRACE DETAIL
Note: Scab-Bracing to be used when continuous
lateral bracing at midpoint (or T-Brace) is
impractical.
Scab must cover full length of web+/-6".
••• THIS DETAIL IS NOT APLICABLE WHEN BRACING IS •••
REQUIRED AT 1/3 POINTS OR I-BRACE IS SPECIFIED.
APPLY 2x SCAB TO ONE FACE OF WEB WITH
2 ROWS OF 10d (0.131" X 3") NAILS SPACED 6" O.C.
SCAB MUST BE THE SAME GRADE, SIZE AND
SPECIES (OR BETTER) AS THE WEB.
SCAB BRACE
MAXIMUM WEB AXIAL FORCE = 2500 lbs
MAXIMUM WEB LENGTH = 12'-0"
2x4 MINIMUM WEB SIZE
MINIMUM WEB GRADE OF #3
Nails~ / Section Detail
~ ~ Scab-Brace
'Web
Scab-Brace must be same species grade (or better) as web member.
MIi-SCAB-BRACE
MiTek USA, Inc. Page 1 of 1
/23/2020
AUGUST 1, 2016 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY MII-T-BRACE 2
nn□D ®
== == WO□
MiTek USA, Inc.
Nailing Pattern
T-Brace size Nail Size
MiTek USA, Inc. Page 1 of 1
Note: T-Bracing / I-Bracing to be used when continuous lateral bracing
is impractical. T-Brace / I-Brace must cover 90% of web length.
Note: This detail NOT to be used to convert T-Brace / I-Brace
webs to continuous lateral braced webs.
Brace Size
for One-Ply Truss
Nail Spacing Specified Continuous
Rows of Lateral Bracing
2x4 or 2x6 or 2x8 10d (0.131' 'X 3") 6" o.c. Web Size 1 2
WEB
Note: Nail along entire length
(On Two-Ply's Nail to
of T-Brace I I-Brace
Both Plies)
Nails
SPACING
T-BRACE
Nails ~ / Section Detail
T. T-Brace
Na;1,~
Web/--
Nails
Web
I-Brace
2x3 or 2x4 2x4 T-Brace 2x4 I-Brace
2x6 2x6 T-Brace 2x6 I-Brace
2x8 2x8 T-Brace 2x8 I-Brace
Brace Size
for Two-Ply Truss
Specified Continuous
Rows of Lateral Bracing
Web Size 1 2
2x3 or 2x4 2x4 T-Brace 2x4 I-Brace
2x6 2x6 T-Brace 2x6 I-Brace
2x8 2x8 T-Brace 2x8 I-Brace
T-Brace / I-Brace must be same species
and grade (or better) as web member.
/23/2020
AUGUST 1, 2016
CJCJ ® [VJ□□ == == WO□
MiT ek USA, Inc.
Nailing Pattern
T-Brace size Nail Size
T-BRACE / I-BRACE DETAIL MIi -T-BRACE
Note: T-Bracing / I-Bracing to be used when continuous lateral bracing
is impractical. T-Brace / I-Brace must cover 90% of web length.
Note: This detail NOT to be used to convert T-Brace / I-Brace
webs to continuous lateral braced webs.
MiTek USA, Inc. Page 1 of 1
Brace Size
for One-Ply Truss
Nail Spacing Specified Continuous
1 x4 or 1 x6 10d (0.131" X 3") 8" o.c. Rows of Lateral Bracing
2x4 or 2x6 or 2x8 16d (0.131" X 3.5") 8" o.c. Web Size 1 2
Note: Nail along entire length of T-Brace / I-Brace 2x3 or 2x4 1 x4 (*) T-Brace 1 x4 (*) I-Brace
(On Two-Ply's Nail to Both Plies) 2x6 1 x6 (*) T-Brace 2x6 I-Brace
WEB
Nails ~ / Section Detail
~ T-Brace
Web
Nails~ w,o/--
Nails
I-Brace
2x8 2x8 T-Brace 2x8 I-Brace
Nails
Brace Size
for Two-Ply Truss
Specified Continuous
Rows of Lateral Bracing
SPACING Web Size 1 2
2x3 or 2x4 2x4 T-Brace 2x4 I-Brace
2x6 2x6 T-Brace 2x6 I-Brace
2x8 2x8 T-Brace 2x8 I-Brace
T-BRACE
/23/2020
T-Brace / I-Brace must be same species and grade (or better) as web member.
(*) NOTE: If SP webs are used in the truss, 1 x4 or 1 x6 SP braces must be stress
rated boards with design values that are equal to (or better) the truss web
design values.
For SP truss lumber grades up to #2 with 1 X_ bracing material, use IND 45 for T-Brace/I-Brace
For SP truss lumber grades up to #1 with 1 X_ bracing material, use IND 55 for T-Brace/I Brace
AUGUST 1, 2016 STANDARD PIGGYBACK
TRUSS CONNECTION DETAIL
CV700 ®
== == WO□
MiTek USA, Inc.
A MITek Affiliate
A -PIGGBACK TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING.
SHALL BE CONNECTED TO EACH PURLIN
WITH (2) (0.131" X 3.5") TOE-NAILED.
B -BASE TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING.
C -PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24" 0.C.
UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING.
CONNECT TO BASE TRUSS WITH (2) (0.131" X3.5") NAILS EACH.
D -2 X_X4'-o-SCAB, SIZE TO MATCH TOP CHORD OF
E
MII-PIGGY-7-10
MiTek USA, Inc. Page 1 of 1
MAXIMUM WIND SPEED = REFER TO NOTES D AND OR E
MAX MEAN ROOF HEIGHT = 30 FEET
MAX TRUSS SPACING = 24 "O.C.
CATEGORY II BUILDING
EXPOSURE B or C
ASCE 7-10
DURATION OF LOAD INCREASE : 1.60
DETAIL IS NOT APPLICABLE FOR TRUSSES
TRANSFERING DRAG LOADS (SHEAR TRUSSES).
ADDITIONAL CONSIDERATIONS BY BUILDING
ENGINEER/DESIGNER ARE REQUIRED.
PIGGYBACK TRUSS, MIN GRADE #2, ATTACHED TO ONE FACE, CENTERE"'-----'t---------~~"H'-----~4+-,)..
ON INTERSECTION, WITH (2) ROWS OF (0.131" X 3") NAILS@4" O.C.
SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING
IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT. IN BOTH
DIRECTIONS AND:
1. WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN, OR
2. WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM
PIGGYBACK SPAN OF 12 It.
E -FOR WIND SPEEDS BETWEEN 126 AND 160 MPH, ATTACH
MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT
72" O.C. WI (4) (0.131" X 1.5") NAILS PER MEMBER. STAGGER NAILS
FROM OPPOSING FACES. ENSURE 0.5" EDGE DISTANCE.
(MIN. 2 PAIRS OF PLATES REQ. REGARDLESS OF SPAN)
WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS:
REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On
PLATES AS SHOWN, ANO INSTALL PURLINS TO BOTTOM EDGE OF BASE
TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE
TRUSS MITEK DESIGN DRAWING.
FOR ALL WINO SPEEDS, ATTACH MITEK 3X6 20 GA Nail-On PLATES TO
EACH FACE OF TRUSSES AT 48" O.C. WI (4) (0.131" X 1.5") PER MEMBER.
STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5" EDGE DISTANCE.
This sheet is provided as a Piggyback connection
detail only. Building Designer is responsible for all
permanent bracing per standard engineering practices or
refer to BCSI for general guidance on lateral restraint
and diagonal bracing requirements.
VERTICAL WEB TO
EXTEND THROUGH
BOTTOM CHORD
OF PIGGYBACK
FOR LARGE CONCENTRATED LOADS APPLIED
TO CAP TRUSS REQUIRING A VERTICAL WEB:
1) VERTICAL WEBS OF PIGGYBACK ANO BASE TRUSS
MUST MATCH IN SIZE, GRADE. AND MUST LINE UP
AS SHOWN IN DETAIL.
2) ATTACH 2 x _x 4'-0" SCAB TO EACH FACE OF
TRUSS ASSEMBLY WITH 2 ROWS OF 10d (0.131" X 3") NAILS
SPACED 4" O.C. FROM EACH FACE. (SIZE AND GRADE TO MATCH
VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.)
{MINIMUM 2X4)
3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM
CONCENTRATED LOAD OF 4000 LBS (@1.15). REVIEW
BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS
GREATER THAN 4000 LBS.
4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS.
NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS.
5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH
THE PIGGYBACK ANO THE BASE TRUSS DESIGN.
D
/23/2020
AUGUST 1, 2016 LATERAL TOE-NAIL DETAIL Mil-TOENAIL
[VJ[][]® MiTek USA, Inc.
== ==
NOTES:
1. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES W ITH THE MEMBER
AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. woo 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE BOTTOM CHORD SPECIES
MiTek USA, Inc. FOR MEMBERS OF DIFFERENT SPECIES.
[ID
A MITek Attlllate
TOE-NAIL SINGLE SHEAR VALUES PER NOS 2005 (lb/nail)
DIAM. SP DF HF SPF SPF-S
(!) .131 88.1 80.6 69.9 68.4 59.7 z 0 ...J .135 93.5 85.6 74.2 72.6 63.4
&, .162 118.3 108.3 93.9 91.9 80.2
(')
(!) .128 84.1 76.9 66.7 65.3 57.0 z 0 ...J .131 88.1 80.6 69.9 68.4 59.7
&, C\J .148 106.6 97.6 84.7 82.8 72.3
(')
(!) .120 73.9 67.6 58.7 57.4 50.1 z 0 .128 84.1 76.9 66.7 65.3 57.0 ...J
b .131 88.1 80.6 69.9 68.4 59.7
(') .148 106.6 97.6 84.7 82.8 72.3
VALUES SHOWN ARE CAPACITY PER TOE-NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) -16d (0.162" X 3.5") NAILS W ITH SPF SPECIES BOTTOM CHORD
For load duration increase of 1.15:
3 (nails) X 91.9 (lb/nail) X 1.15 (DOL) = 317.0 lb Maximum Capacity
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
45 DEGREE ANGLE
BEVEL CUT
45.00°
/
SIDE VIEW
(2x3)
2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
(2x4)
3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
SQUARE CUT I
SIDE VIEW
(2x4)
3 NAILS
NEAR SIDE
FAR SIDE
NEAR SIDE
SIDE VIEW
(2x6)
4 NAILS
NEAR SIDE
FAR SIDE
NEAR SIDE
FAR SIDE
0.00°
I
SIDE VIEW
(2x6)
4 NAILS
NEAR SIDE
NEAR SIDE
_NEAR SIDE
NEAR SIDE
/23/2020
SIDE VIEW
(2x3)
2 NAILS
j_
U3
Page 1 of 1
AUGUST 1, 2016 LATERAL TOE-NAIL DETAIL MIi-TOENAiL SP
[VJ[][]® MiTek USA, Inc.
== == woo
MiTek USA, Inc.
NOTES:
1. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND
EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES
FOR MEMBERS OF DIFFERENT SPECIES.
0 THIS DETAIL APPLICABLE TO THE
THREE END DETAILS SHOWN BELOW
OE-NAIL SINGLE SHEAR VALUES PER NOS 2001 (lb/nail)
DIAM. SP DF HF SPF SPF-S
(!) .131 88.0 80.6 69.9 68.4 59.7 z .135 93.5 85.6 74.2 72.6 63.4 0 ...J
lO .162 108.8 99.6 86.4 84.5 73.8
.,,;
(!) .128 74.2 67.9 58.9 57.6 50.3 z 0 ...J .131 75.9 69.5 60.3 59.0 51.1
lO .148 81.4 74.5 C\J 64.6 63.2 52.5
"'
VALUES SHOWN ARE CAPACITY PER TOE-NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) -16d (0.162" X 3.5") NAILS WITH SPF SPECIES BOTTOM CHORD
For load duration increase of 1.15:
3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
SIDE VIEW
(2x4)
3 NAILS
SIDE VIEW
(2x3)
2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00°
SIDE VIEW
(2x6)
4 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
Page 1 of 1
45.00°
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 'MiEN RAIN
IS EMINENT.
2. lHE OWNER/CONTRACTOR SHALL RESTORE All EROSION
CONTROL DEVICES TO WORKING ORDER TO lHE SATISFACTION
OF lHE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING
RAINFALL.
3. lHE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CONTROL MEASURES AS MAY BE REQUIRED BY lHE CITY
INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES 'MilCH MAY ARISE.
4. All REMOVABLE PROTECTIVE DEvlCES SHALL BE IN PLACE
AT lHE END OF EACH WORKING DAY WHEN lHE Fll/E (5)
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SILT AND OlHER 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. lHE CITY INsPECTOR SHALL HAVE lHE AUlHORITY TO ALTER
lHIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED
TO ENSURE COMPLIANCE WllH CITY STORM WATER QUALITY
REGULA TlONS,
OWNER'S CE!lTIFICATE:
I UNDERSTAND AND ACKNO'M..EDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION
ACTIVITIES TD THE MAXIMUM EXTENT PRACTICABlE TO AVOID
THE MOBILIZATION Of POllUTANTS SUCH AS SEDIMENT AND TO
AVOID THE EXPOSURE Of STORM WAlER TO CONSlRUCTION
RELATED POllUlANTS; AND (2) ADHERE TO, AND AT All TIMES.
COMPLY WITH lHlS OTY APPROVED TIER 1 CONSTRUCTION S'M'PP
THROUGHOUT THE DURATION Of THE CONSTRUCTION ACTIVITIES
UNTIL THE CONSTRUCTION Vi0RK IS COMPI.ETE AND APPROVED
BY TH[I OTY Of CARLSB"
ti~ vt-h 1'.l rJ
OWNER(S~S ~14N>M~ (PRIN
/-Z.(-2 \
DATE
STORM WATER COMPLIANCE FORM
TIER 1 CONSTRUCTION SWPPP
E-29
CB ~(p?,I ~Q 196
SW
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Erosion Control Sediment Control BMPs Traddng ~w• w ... Management and Materials
Management BMPs PcUt,i Control 8MPs BMPs Conlrol BMPs
.§ ! 15 i i ..., "' ..., .,. 0 ..., .. C: u u °' E Ii 0 0 .5 .5 ! ~ t: _g. i Ii "' ..., ., ! .,. ·t " ~ 1 ::, j .f ~i Q. .s ~ ]j ! ~ '7 ,g Best Management Practice• "' 0 f.,. L,J !i
(BMP) Description ➔ .. 13 11 v, j ~ E I a, 1.§ .§ II
..., .. i ..., "15 I: ::a ! .!i ., 3 ~o 8 -0 '8 :1 "i~ 'ii;' Ii] !i "" 0 ::, ~~ 1 :I Oo, i i C a: i ~i " ]§-I t ct :g ~~ ~E .t!. .!] "'a ~ ., .Ii 3" .,.
J l .... s ~ ~ "J ll il H t~ -u C: ..., 0
~ l ~ ~ !~ ~ !~ -15 0 1.§ ;H 0~ 6 ~ ~~ i.s: ~vi in WO v, CL I/la: "'
CASQADesig,atiorl ➔ ,._ ao "' .., .... "' "' ,._ ao 0 "' .., ,._ ao N .., .... "' c'., I I i i I I I I I I i i I i J, J, J, i I I I • 1rl u 1rl Ill Ill Ill Ill Ill Ill Ill Ill I!: l!c "' i i i i Constn.dlon AdMty L,J L,J z z z z
Gradinn ~ D!sturt,a,ce
Trenchinn IF•covotlon
S\nrl<nQlno "'" Or ft lino /Rorinn
Concrete/Asoholt Sowcuttlno
Concrete Flatwor1c
Pavinn
Conduit/Ploe Installation
Stucco/Mortar Won<
Waste Oi.nnsol 'J°'
Sta""'" ,1 av Down Area V "' Eoul=ent Maintenance aid Fuellnn
Hazardous substance Use IStoraae V
Dewatertno
Sile Access Across Dirt
Other rustl:
Instructions: 1. Check the box lo the left of all applicable construction activity (mt column) expected to occur during ccnstruclion.
2. Located along the top of the BMP Table is o list of BMP's with it's corresponding California Stormwoter Quality Association (CASQA) designation number. Choose one or more BMPs )00 intend to use during ccnstruction from the lisl Check the box where the chosen activity row inter,ects with the BMP column.
3. Refer to the CASQA construction handbook for information a,d delois of the chosen BMPs and how to apply them to the projecl
PROJECT INFORMATION
Site Address, \() Z...j' I~) C...T:
-;;
i-., i .u ~"' oO NC: 00 :t:::lf
"' I i
--..c
SHOW THE LOCA TTONS OF ALL CHOSEN BMPs ABOVE
ON THE PROJECTS SITT: PLAN/EROSION CONTROL PLAN.
SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE
EROSION CONTROL PLAN.
Assessor's Parcel Number. ~ -~ 0 '2. ~ IC _(Jr)
Emergency ~ •
Nome: A>J l\:t ,-.T"':
24 Hour Phone: ~ I 8 -46. e) -f:'i'i !:l2
construction Threat lo Storm Water Ouolity
(Check Box)
0 MEDtUM /5LOW
-;;
i"i ., E ig
8~
ao I i
'L
Page 1 of 1 REV 02/16
( Cicyof
Carlsbad
PURPOSE
CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
B-50
Development Services
Building Division
1635 Faraday Avenue
(760) 602-2719
www.carlsbadca.gov
This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance
requirements apply to their projects. The completed checklist must be included in the building permit application. It may be
necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate
full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach
to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as
specified by the ordinances.
NOTE: The following type of permits are not required to fill out this form
❖ Patio l ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool
...1111 If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance,
an explanation must be provided to the satisfaction of the Building Official.
...1111 Details on CAP ordinance requirements are available on the city's website .
...1111 A CAP Building Plan template (form 8-55) shall be added to the title page all building plans. This template shall be
completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and
download the latest form.
Project Name/Building
Permit No.: _________ BP No.: C5lbo:1J-Q J9~
Property Address/APN: 214-402-10-00
Applicant Name/Co.: JAMES CHINN
Applicant Address: 1029 IRIS COURT
Contact Phone: 858-7 55-5863 Contact Email: jameschinn400@gmail.com
Contact information of person completing this checklist (if different than above):
Name:
Company
name/address:
8-50
Contact Phone:
Contact Email:
Page 1 of 6 Revised 06/18
. City of Carlsbad Climate Action Plan Consistency Checklist
Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project.
For alterations and additions to existing buildings, attach Building Permit Valuation worksheet.
Building Permit Valuation (BPV) from worksheet: $ (!/(J)~
I
I
Construction Type Complete Sedlon(s) Notes:
D Residential
A high-rise residential building is 4 or more stories, including a
Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor
area is residential use
□ New construction 2A, 3A, 1B, 2B,
4A 3B, 4A
l!J Additions and alterations:
□ BPV < $60,000 N/A N/A All residential additions and alterations
[!] BPV ~ $60,000 1A, 4A 4A 1-2 family dwellings and townhouses with attached garages
□ Electrical service panel upgrade only only
*Multi-family dwellings only where interior finishes are removed
D BPV ~ $200,000 1A, 4A* 1B,4A* and significant site work and upgrades to structural and
mechanical, electrical, and/or plumbing systems are proposed
D Nonres1dent1al
□ New construction 1 B, 2B, 3B, 4B and 5
□ Alterations:
D BPV ~ $200,000 or additions ~ 1,000 1B, 5 square feet
□ BPV ~ $1,000,000 1B,2B,5 Building alterations of~ 75% existing gross floor area
□ ~ 2,000 sq. ft. new roof addition 2B,5 1B also applies if BPV ~ $200,000
Checklist Item
Check the apprq,riate boxes, explain all not applicable and exception Items, and provide supporting calcutations and documentation as necessary.
1. Energy Efficiency
Please refer to Carlsbad Municipal Code (CMC) sections 18.21.155 and 18.30.1901 and the California Green Building Standards Code (CALGreen) for
more information when completing this section.
A [!] Residential addition or alteration i! $60,000 building permit valuation. □ N/A _______ _
See CMC section 18.30.190. D Exception: Home energy score .i: 7
(attach certification)
Year Built Single.family Requirements Multi.family Requirements
□ Before 1978 Select one:
[] Duct sealing D Attic insulation □ Cool roof □ Attic insulation
□ 1978 and later Select one:
[] Lighting package □Water heating Package
I!] Between 1978 and 1991 Select one:
□Duct sealing l:]4.ttic insulation □Cool roof
□ 1992 and later Select one:
□Lighting package □Water heating package
B. D Nonresidentiar new construction or alterations i! $200,000 building permit valuation,
or additions i! 1,000 square feet. □ N/A
Updated 8/15/2019 2
, City of Carlsbad Climate Action Plan Consistency Checklist
See CMC 18.21.155 and CALGreen Appendix AS, Division AS.2 -Energy Efficiency.
A5.203.1.1 Choose one: D .1 Outdoor lighting a .2 Warehouse dock seal doors
Cl .3 Restaurant service water heating (comply with California Energy Code section 140.5, as amended) [] N/A. ________ _
[] .4 Daylight design PAFs [] .5 Exhaust air heat recovery
AS.203.1.2.1
Choose one as applicable: □.95 Energy budget □,90 Energy budget D N/A
AS.211.1 ..
D On-stte renewable energy □ NIA
AS.211.3tt
D Green power (if offered by local utility provider, 50% minimum renewable sources) □ N/A
AS.212.1
D Elevators and escalators □ N/A
AS.213.1
□ Steel framing □ N/A
* lndudes hotels/motels and high-rise residential buildings
** For alterations~ $1,000,000 BPV and affecting> 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply
with CMC 18.30.130 instead.
2. Photovoltaic Systems
A. D Residential new construction (for low-rise residential building permit applications submitted after 111120). Refer to 2019 California
Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic
requirement (2B below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(8)
(high-rise residential) or 18.30.170(8) (low-rise residential), increase system size by .3kWdc if PV offset option Is selected.
Floor Plan ID (use additional CFA #d.u. Calculated kWdc*
sheets if necessary)
Total System Size:
kWdc = (CFAx.572) 11,000 + (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 calculated size, please explain.
Exception
□
□
□
□
kWdc
B. D Nonresidential new construction or alterations i!:$1,000,000 BPV and affecting i!:75% existing floor area, or addition that Increases roof
area by i!:2,000 square feet. Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to
high-rise residential and hoteUmotel buildings.
Choose one of the following methods:
□ Gross Floor Area (GFA) Method
GFA:
Olf < 10,000s.f. Enter: 5 kWdc
Min. System Size:
0 If::?: 1 0,000s.f. calculate: 15 kWdc x (GFA/10,000) *"
kWdc
**Round building size factor to nearest tenth, and round system size to nearest whole number.
□ Time-Dependent Valuation Method
Updated 8/15/2019 3
City of Carlsbad Climate Action Plan Consistency Checklist
Annual TDV Energy use:*** ______ x .80= Min. system size: _____ kWdc
***Attach calculation documentation using modeling software approved by the California Energy Commission.
3. Water Heating
A D Residential and hotel/motel new construction
Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section.
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 CMC section 18.30.1 30 (high rise
residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential)
D Heat 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 coll ectors
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 CMC 18.30.150(8) (high-rise residential, hotel/motel) 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
□Exception:
B. D Nonresidential new construction
Please refer to Carlsbad Ordinance CMC section 18.30.150 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 □ Photovoltaics D Recovered energy
□Water heating system is (choose one):
□ Heat pump water heater
□ Electric resistance water heater(s)
□Solar water heating system with .40 solar savings fraction
□Exception:
Updated 8/15/2019 4
City of Carlsbad Climate Action Plan Consistency Checklist
4. Electric Vehicle Charging
A I!] Residential New construction and major alterations*
Please refer to Carlsbad Ordinance CMC section 18.21.140 when com
■ One and two-family residential dwelling or townhouse with attached garage:
[!] One EVSE Ready parking space required D Exception :
D Multi-family residential· D Exception ·
Total Parl<ing Spaces EVSE Spaces
Proposed Capable I Ready I Installed
I I
Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number)
EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number)
EVSE other= Total EVSE spaces -EVSE Installed
(EVSE other may be "Capable," "Ready" or "Installed.")
I Total
I
*Major alterations are: (1) for one and two-family dwellings and townhouses 'Nith attached garages, alterations have a building permit valuation~ $60,000
or indude an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit
valuation ~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing
systems are proposed.
B D Nonresidential new construction (Includes hotels/motels) D Exception :
Total Parl<ing Spaces EVSE Spaces
Proposed Capable I Ready I Installed I Total
I I I
Calculation: Refer to the table below:
Total Number of Parkino Soaces provided Number of reouired EV Soaces Number of reouired EVSE Installed Spaces
D 0-9 1 1
□ 10-25 2 1
□ 26-50 4 2
□ 51-75 6 3
D 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
Updated 8/15/201 9 5
. City of Carlsbad Climate Action Plan Consistency Checklist
5. 0 Transportation Demand Management (TOM): Nonresidential ONLY
Ari approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employeeiJenerated AOT.
City staff will use the table below based on your submitted plans to determine whether or nor your permit requires a TOM plan. lfTDM is applicable to your
permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details.
Acknowledgment:
Employee ADT Estimation for Various Commercial Uses
Use
Emp ADTfor
first 1,000 s.f.
Emp ADT/
1000 s.f.1
Office (all)2 20
Restaurant 11
Retail3 8
Industrial 4
Manufacturing 4
Warehousin 4
1 Unless otherwise noted, rates estimated from ITE Trip
Generation Manual, 10th Edition
13
11
4.5
3.5
3
1
2 For all office uses, use SANDAG rate of 20 ADT/1,000 sf to
calculate employee ADT
3 Retail uses include shopping center, variety store, supermarket,
gyms, pharmacy, etc.
Other commercial uses may be subject to special
consideration
Sample calculations:
Office: 20,450 sf
1. 20,450 sf/ 1000 x 20 = 409 Employee ADT
Retail: 9,334 sf
1. First 1,000 sf= 8 ADT
2. 9,334 sf -1,000 sf= 8,334 sf
3. 8,334 sf/ 1,000 x 4.5 + 8 = 46 Em lo ee ADT
I acknowledge that
my permit require a
ct to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should
ap ed TOM plan is a condition of permit issuance.
Date: 1-21-21
icant to be contacted for TDM compliance (if applicable):
Name (Printed): __________________ _ Phone Number: _____ _
Email Address: ___________________ _
Updated 8/15/2019 6
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