HomeMy WebLinkAbout2152 AVENIDA TORONJA; ; CB043503; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Building Inspection Request Line (760) 602-2725
10-27-2004 Residential Permit Permit No: CB043503
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
# Dwelling Units:
Bedrooms:
Project Title:
2152 AVENIDA TORONJA CBAD RESDNTL SubType: RAD 2552611300 Lot #: 0
$5,425.00 Construction Type: VN
Reference #:
0 Structure Type: 0 Bathrooms: 0
175 SF
ESPlRlTU RES-FILL IN LOFT
Applicant: ESPlRlTU RONALDO G
2152 AVENIDA TORONJA
CARLSBAD CA 92009
Status: ABANDOND
App I ied: 09/08/2004 Entered By: RMA
Plan Approved:
Issued:
Inspect Area: Orig PC#:
Plan Check#:
Owner:
ESPlRlTU RONALDO G
2152 AVENIDA TORONJA
CARLSBAD CA 92009
Building Permit
Add'l Building Permit Fee
Plan Check
Add'l Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park in Lieu Fee Park Fee
LFM Fee
Bridge Fee
Other Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee Add'l Renewal Fee
Other Building Fee
Pot. Water Con. Fee Meter Size
Add'l Pot. Water Con. Fee
Recl. Water Con. Fee
$68.89
$0.00
$44.78
$0.00 $0.00
$1 .oo
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00 $0.00
$0.00
$0.00
$0.00
$0.00
Meter Size
Add'l Recl. Water Con. Fee
Meter Fee
SDCWA Fee
CFD Payoff Fee PFF
PFF (CFD Fund)
License Tax
License Tax (CFD Fund)
Traffic Impact Fee
Traffic Impact (CFD Fund)
Sidewalk Fee
PLUMBING TOTAL
ELECTRICAL TOTAL
MECHANICAL TOTAL
Housing Impact Fee
Housing InLieu Fee
Housing Credit Fee
Master Drainage Fee
Sewer Fee
Additional Fees
TOTAL PERMIT FEES
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$20.00
$24.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$158.67
Total Fees: $1 58.67 Total Payments To Date: $44.78 Balance Due: $1 13.89
FINAL APPROVAL I InsDector: Date: Clearance:
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "feedexactions." You have 90 days from the date this permit was issued to protest imposition of these feedexactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified feedexactions 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
feeslexactions of which YOU have B reviouslv been aiven a NOTICE similar to this. or as to which the statute o f limitations has Dreviouslv otherwise emired.
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave., Carlsbad, CA 92008
FOR OFFICE USE ONLY
PLAN CHECK NO.
EST. VAL. ?L;EJ46qyr ~~
Plan Ck. Deposit
Validated By
Date
7
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish'or'rdpbir afiy%t?iIct<r6, drior to its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law
[Chapter 9. commending with Section 7000 of Division 3 of the Business and Professions Codel or that he IS exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001).
Name Address City Statelzip Telephone #
State License # License Class City Business License #
Designer Name Address City Statelzip Telephone
State License #
0 of the work for which this permit is issued.
0 issued. My worker's compensation insurance carrier and policy number are:
Insurance Company Policy No. Expiration Date
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$lo01 OR LESS)
0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensation Laws of California.
WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100.000). in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
SIGNATURE DATE
I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does
such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement IS
sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
ontractor'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
I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
pursuant to the Contractor's License Law).
0 I am exempt under Section Business and Professions Code for this reason:
plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES @NO
not) signed an application for a building permit for the proposed work.
e contracted yth the followin provide the propoeed construction I contractors license number):
I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone
I will provide some of the work, but I have contractedfiired) ?he following persons to provide the work indicated (include name I address I phone number I type
an Whi?e. n~rfca cn ofi 1- 4.
number I contractors license number):
5.
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
ON LENDING AOENC
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit IS issued (Sec. 3097(i) Civil Code).
LENDERS NAME LENDER'S ADDRESS
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned
property for inspection 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 OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit
authorized by such permit is not com
at any time after the work is comme
itation and become null and void if the building or work
f such permit or if the building or work authorized by such permit is suspended or abandoned
.4 Uniform Building Code).
KANT'S SIGNATURE DATE 2/5y B 3
I
t
EsGil Corporation
In Partnership zuitfi Government for !Building Safety
DATE: October 15, 2004
JURIS D I CTlON : Carlsbad
PLAN CHECK NO.: 04-3503
0 APPLICANT CEPW 0 PLAN REVIEWER
0 FILE
SET: II
PROJECT ADDRESS: 2152 Avenida Toronja
PROJECT NAME: Loft In-Fill at Espirftu Residence
0
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0
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0
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction’s building codes.
The plans transmitted herewith will substantially comply with the jurisdiction’s building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
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:
Ron Espiritu
21 52 Avenida Toronja Carlsbad 92009
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Ron Espiritu
Date contacted: lejlsi/4)c (by:,& )
Telephone #: (760) 633-3054
Fax #:
Mail JTelephonrg ;rq In Person
REMARKS:
By: Kurt Culver Enclosures:
Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 1 0/11/04 tmsrntl.dot
9320 Chesapeake Drive, Suite 208 San Diego, California 92123 4 (858) 560-1468 + Fax (858) 560-1576
Carlsbad 04-3503
October 15, 2004
RECHECK PLAN CORRECTION LIST
JURI SD I CTl ON : Carlsbad PLAN CHECK NO.: 04-3503
PROJECT ADDRESS: 2152 Avenida Toronja SET: I1
DATE PLAN RECEIVED BY
ESGIL CORPORATION: 10/11/04 I 1 REVIEWED BY: Kurt Culver
DATE RECHECK COMPLETED:
October 15, 2004
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and disabled access. This plan review is
based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinances enforced by the Planning Department, Engineering Department
or other departments.
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. 106.4.3,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon
which each correction on this sheet has been made and return this sheet with the
revised plans.
B. The following items have not been resolved from the previous plan reviews. The original
correction number has been given for your reference. In case you did not keep a copy of
the prior correction list, we have enclosed those pages containing the outstanding
corrections. Please contact me if you have any questions regarding these items.
C. 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 on the plans. Have changes been made not resulting from this list?
13Yes ONo
c
Carlsbad 04-3503
October 15, 2004
0 PLANS
1. Please make all corrections on the original tracings, as requested in the correction list.
Submit three sets of plans for commerciaVindustrial projects (two 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 calculationsheports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700.
The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering
and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320
Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all
remaining sets of plans and calculationsheports directly to the City of Carlsbad Building
Department for routing to their Planning, Engineering and Fire Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by
the City Planning, Engineering and Fire Departments until review by EsGil Corporation is
complete.
STRUCTURAL
4. Provide structural calculations for the following:
a) The existing 2-1 1/16 x 11-7/8 Parallam beam is currently only supporting the hallway joists. Now, it will be supporting much more
load from the loft in-fill. Therefore, provide calculations to justify it. NOW I SEE THAT THE FLOOR JOISTS
ARE RUNNING THE OTHER WAY. THE SAME ISSUE EXISTS, THOUGH. PLEASE
PROVIDE CALCULATIONS TO JUSTIFY THE SIZE OF THE BEAMS THAT WILL
SUPPORT THE FLOOR JOISTS.
b) Also, provide calculations for the beams that will support the Parallam beam (and investigate the hangers, too). THIS
STILL APPLIES. PLEASE PROVIDE CALCULATIONS TO JUSTIFY THE BEAMS
THAT WILL SUPPORT THE BEAMS FROM ITEM 4(a) ABOVE.
c) Finally, trace the reactions from the support beams all the way to the foundation and verify adequate support is provided.
THIS STILL APPLIES. THE BEAMS WILL HAVE POSTS/COLUMNS AT THE ENDS:
IT MAY BE NECESSARY TO HAVE CONCRETE PAD FOOTINGS BELOW THOSE
REACTIONS"(LARGER, SINCE NEW LOADS ARE BEING ADDED).
5. Provide a detail on the plans to show how the new door plywood will have adequate shear transfer into blocking and then into the
existing lateral-load resisting system. PLEASE PROVIDE A DETAIL (NOT JUST A NOTE) TO
SHOW HOW THE NEW FLOOR PLYWOOD WILL BE NAILED OFF FOR SHEAR
TRANSFER.
Carlsbad 04-3503
October 15, 2004
MISCELLANEOUS
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 0 No 0
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform
the plan review for your project. If you have any questions regarding these plan review
items, please contact Kurt Culver at Esgil Corporation. Thank you.
EsGil CorPoration I-
In Partncrsfiip witfi GoIlcrnmnt for BuUing Safcq
DATE: September 17,2004
JURIS D ICTlO N : Carlsbad
:-
0 PLANREVIEWER
0 FILE
PLAN CHECK NO.: 043503 SET I
PROJECT ADDRESS: 2152 Avenida Toronja
PROJECT NAME: Loft In-Fill at Espiritu Residence
I7
0
w
0
Ix1
O w
0
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction’s building codes.
The plans transmitted herewith will substantially comply with the jurisdiction’s building codes
when minor deficiencies identified below are resolved and checked by building department staff,
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
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:
Ron Espiritu
21 52 Avenida Toronja Carlsbad 92009
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Ron Espiritu Telephone #: (760) 633-1p
Date contacted: (bY:B Fax #: 3 6Lf
In Person
REMARK
By: KurtCulver Enclosures:
Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 9/10/04 tmsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
Carlsbad 04-3503
September 17, 2004
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PROJECT ADDRESS: 2152 Avenida Toronja
FLOOR AREA: +175 STORIES: 2
HEIGHT: n/c
DATE PLANS RECEIVED BY
JURIS D I CTI 0 N : 9/8/04 I DATE PLANS RECEIVED BY
ESGIL CORPORATION: 9/10/04
DATE INITIAL PLAN REVIEW PLAN REVIEWER: Kurt Culver U COMPLETED: September 17.2004
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and access for the disabled. This plan review
is based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinance by the Planning Department, Engineering Department, Fire
Department or other departments. Clearance from those departments may be required prior to
the issuance of a building permit.
Present California law mandates that residential construction comply with the 2001 edition of
the California Building Code (Title 24), which adopts the following model codes: 1997 UBC,
2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02).
The above regulations apply to residential construction, 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. 106.4.3,
1997 Uniform 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 vou submit the revised plans.
Carlsbad 04-3503
September 17, 2004
0 PLANS
1. Please make all corrections on the original tracings, as requested in the correction
list. Submit three sets of plans for commerciaVindustrial projects (two sets of plans
for residential projects). For expeditious processing, corrected sets can be
submitted in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculationsheports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
0 GENERAL RESIDENTIAL REQUIREMENTS
2. Openable window area in habitable rooms must be 1/20 of the floor area and a
minimum of 5 square feet. Section 1203.3.
a) Please clarify how natural ventilation will be provided for the new Study. Aren’t the 3 windows down at the level of the Family room?
3. Show that ceiling height for habitable rooms is a minimum of 7’-6. Section
310.6.1.
Study have the required ceiling height? Isn’t the ceiling sloping there (and if so,
show that at least % of the floor area has the prescribed height). The building
cross section would be very helpful.
What was the ceiling height for the Family room before? Will the new
STRUCTURAL
4. Provide structural calculations for the following:
a)
b)
c)
The existing 2-1 1/16 x 1 1 -7/8 Parallam beam is currently only supporting
the hallway joists. Now, it will be supporting much more load from the loft
in-fill. Therefore, provide calculations to justify it.
Also, provide calculations for the beams that will support the Parallam
beam (and investigate the hangers, too).
Finally, trace the reactions from the support beams all the way to the
foundation and verify adequate support is provided.
5. Provide a detail on the plans to show how the new floor plywood will have
adequate shear transfer into blocking and then into the existing lateral-load
resisting system.
Carlsbad 04-3503
September 17, 2004
MISCELLANEOUS
6. 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.
7. 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.
0 Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes 0 No 0
8. The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 921 23; 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 Kurt Culver at
Esgil Corporation. Thank you.
Carlsbad 04-3503
September 17,2004
PALUATION AND PLAN CHECK FEE
Plan Check Fee by Ordinance
JU Rl SDl CTl ON : Carlsbad PLAN CHECK NO.: 04-3503
.r
PREPARED BY: Kurt Culver DATE: September 17, 2004
BUILDING ADDRESS: 2152 Avenida Toronja
BUILDING OCCUPANCY: R-3 TYPE OF CONSTRUCTION: V-N
Bldg. Permit Fee by Ordinance 1 V
Type of Review: El Complete Review
0 Other
I $44.78 I
0 Structural Only
Hourly I 1 Hour *
Esgll Plan Review Fee 0
Comments:
Sheet1 of 1
macvalue.doc
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB oq - 3 170 3' ' DATE 9/fhc/
TENANT IMPROVEMENT
RESIDENTIAL ADDITION MINOR PLAZA CAMlNO REAL (e $10,000.00~
CARLSBAD COMPANY STORES
VILLAGE FAlRE
COMPLETE OFFICE BUILDING
PLANNER b. Lp& DATE ?/q&6f
ENGINEER. DATE
Floor Plans for Remodel
REVISEb 1 O/6/04
(revisions are in RED)
Address: 2 152 Avenida Toronja
Legal Description: 255-261-03-00
Property Owner: Ron Espiritu
21 52 Avenida Toronja
Carlsbad, CA 92009
Contact: Ron Espiritu
760-419-0102
Description of Work: Fill in loft area over
family room.
Approximately 175 SF
Grading : NO GRADING REQUIRE0
GENERAL NOTES
1 The word "Contractor" as used herein shall man the General Contractor, Subcontractors and all persons directly
2 Applicable Code Requirements - Contractor shall perform the work in accordance with the following applicable
or indirectly employed by any of them.
code requirements: - All laws, statutes, the most recent building codes, ordinances, rules, regulations and lawful orders of all public
authorities having jurisdiction over owner, contractor, any subcontractor, the project, the project site, the
work or the prosecution of the work - The Federal Occupational Safety and Health Act and all other applicable code requirements relating to
safety. - The Fair Housing Amendments Act, The Americans with Disabilities Act, and all other applicable code
requirements relating to.
3 Contractor shall provide certificates of insurance acceptable to owner prior to commencement of work.
4 By submittal of bid, Contractor warrants to owner that all materials and equipment to be furnished are new
unless noted otherwise and all work wil be of good quality and free from faults and defects.
5 Contractor shall take field measurements, verify field conditions, and carefuly compare with the construction
documents such field measurements, conditions, and other information known to Contractor before commencing
the work. Errors, inconsistencies, or omissions discovered at any time shall be promptly reported in writing to
the owner.
and shall promptly report in writing to owner any errors, inconsistencies or omissions in the construction
documents or inconsistencies with applicable code requirements observed by the contractor.
inconsistency or omission referred to above without notifying and obtaining the written consent of owner,
Contractor shall be responsible for the resultant losses, inculding, without limitation, costs of correcting
defective work.
prior approval by owner.
6 Contractor shall carefully study and review the construction documents and information furnished by owner,
7 If Contractor performs any construction activity which he knows or should know involves an error,
8 All trade names and brand names contained herein establish quality standards, subsititions are permitted with
THE PROJECT
1 Add a floor over the family room to create a 2nd floor loft
2 Knock down half wall on loft side so that loft is open to the 2nd floor landing
3 Reposition vent to 2nd floor. No vent required on 1st floor.
4 Electrical outlets position as noted on Utility Plan.
5 Pre-wire for ceiling fans in both new loft and family room, centered in the space.
6 After framing is done, prewiring to be scheduled for entertainment unit and cablehnternet connections
7 Recessed lighting (4) spaced evenly around centered ceiling fan on the 1st and 2nd floor. Switches to be
dimmer switches. Reading light in 1st family room corner on a separate swtich.
8 New loft area will not be enclosed. Ceiling fan to be installed. One of three windows to be exchanged for an
opening window.
9 New family room ceiling height will be 9', flush with existing hallway ceiling height. New loft ceiling height will
be 8' consistent with the bedroom ceiling heights on the second floor. Floor of loft to be flush with floor of
existing second floor hallway. The existing ceiling is not currently sloped, and was originally 18'4".
10 Existing walls on east and west side of the area currently carry the 2nd floor.
11 All walls finished by Contractor. Paint color TBO by owner.
12 Owner will arrange flooring.
13 Contractor will finish with baseboards and touchup any items that need touching up after flooring is done.
2nd Floor Framinq Plan/Notes
(note: COCR stands for City of Carlsbad Requirement)
1
2
3
Contractor shall check floor framing dimensions against the architectural plan and notify the architect and
engineer of any omissions and/or discrepanceis before starting work.
All walls at this level are to be 2x4 studs at 16" O.C.U.O.N.
All joists, rafters, beams and posts 2" to 4" thick to be No. 2 Douglas Fir-Larch or better. All timbers 5" and
thicker to be No. 1 grade Douglas Fir-Larch or better.
Bearing headers spanning 6'0" or more shall have at least 2-2x trimmer continuous to the sill plate U.O.N.
COCR
4
5 COCR Trimmer and header joists shall be doubled, or of lumber of equivalent cross section, when the span of th
eheader exceeds four feet. The ends of the header joists more than 6 feet long shall be supported by framing
anchors or joist hangers unless bearing on a beam, partition, or wall. Tail joists over 12 feet long shall be
supported at header by framing anchors or on ledger strips not less than 2"x2".
Notches on the ends of joists shall not exceed 1/4 the joist depth. Holes bored in joists shall not be within 2"
of the top or bottom of the joist , and the diameter of any such hole shall not exceed 1/3 the depth of the
joist. Notches in th etop or bottom of the joist shall not exceed 1/6 the depth and shall not be located in the
middle third of the span. Joists framing from the opposite side of a wood girder shall be supported by framing
anchors or on ledger strips not less than 2"x2".
6 COCR
7 \ - b Indicates 11-7/8" TJI/PRO 150 Series at 19.2" O.C.U.N.0 on plans with 3/4" thick floor sheathing.
8 \ - b Indicates 11-7/8" TJI/PRO 150 Series floor joist cantilevered at 19.2" O.C.U.N.O. CANT.
Indicates shear wall type and location. Refer to shear wall schedule for construction and nailing requirements.
Indicates post and simpson holdown anchor. Install holdown anchor per manufacturer's recommendations and
Indicates continuous post from sill plate to top plate directly below bottom chord of truss.
All shear connectors and blockings must be installed prior to the installation of floor sheathing.
Use Simpson Hanger designed by truss supplier for all truss to beam or G.T. Conn.
Use Simpson full depth Hu-Hanger (max-fill all holes including triangle holes) for beam to beam connections,
U.N.O. on plans or designed by truss supplier.
Use TJI Blocking to block joists at wall.
Carry all multiple studs or posts from second floor down to first floor or beam below. Provide 4x solid blocking
at floor level.
2x8 deck joist at 16" O.C.U.N.O.
Balloon frame indicates wall continuous from sill plate to top plate directly below bottom chord of truss
The maximum height of unbraced 2x4 studs is 10 feet in bearing walls and 14 feet in non-bearing walls.
The maximum height of unbraced 2x6 studs is 10 feet in bearing walls and 20 feet in non-bearing walls.
In the walls, a hole may be bored not to exceed 40% of the width of the stud. A hole not exceeding 60% is
allowed in non-bearing partitions or in any wall where the studs are doubled, provided not more than two
successive studs are so bored. Bored hole shall not be closer than 5'8" to the edge of the stud. Bored holes
shall not be located at the same section as a cut or notch. (UBC 2320.11.9)
gP
piJ* 10
11
12
13
14
15
16
17 4 1-1
18
19
20
21
HPAHD22 details.
CONT.
COCR
COCR
COCR
22
23
24
25
26
27
28
29
30
31
G.T. = Girder Truss. Provide min 2-2x at support U.N.O.
J.T. = Jack Truss at 24" O.C.
ML = 1-3/4" x 11-7/8" microlam
PL = 3-1/2" x 11-7/8" parallam U.N.O.
TS 1-1/4" x 11-7/8" timberstrand
5/8" thick floor sheathing may be used if all TJI floor joist are spaced at 16" O.C. max
11-7/8" BCI/400 Series may be used in place of TJI/PRO 150 Series
Versa-lam beams may be used in place of parallam beams or timberstrand beams
Versa-rim may be used in place of timberstrand rim
Shear panels may be installed on either side of the wall.
Shear Wall Schedule
2x
3xx **
* 3x
3/8" plywood (CDX) w/8d nails at 3" O.C. edge and 12"
O.C. at field
3/8" plywood (CDX) w/8d nails at 3" O.C. edge and 12"
O.C. at f ield-both sides
3/8" plywood (CDX) w/8d nails at 2" O.C. edge and 12"
O.C. at f ield-both sides
and sole PL
3" 10"
2 at 3" 6"
2" 8"
* Framing at adjoining panel edges shall be 3" nominal or
wider and nails shall be staggered where nails are
spaced 2" O.C.
** Panel Joints shall be offset to fall on different framing
members or framing shall be 3" nominal or thicker and
nails shall be staggered
;P . ..
d"
x