HomeMy WebLinkAbout2605 CREST DR; ; CB154580; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
10-26-2016 Residential Permit Permit No: CB154580
Building Inspection Request Line (760) 602-2725
Job Address:
Permit Type:
Parcel No:
Valuation:
2605 CREST DR CBAD
RESDNTL Sub Type: RAD
Lot#: 0
Constuction Type: 58
Reference #:
1561522900
$29,739.00
Status: EXPIRED
Applied: 12/28/2015
Entered By: SLE
Occupancy Group:
# Dwelling Units:
Bedrooms:
Project Title:
Applicant:
0
0
Structure Type:
Bathrooms: 0
Orig PC#:
KAPLIN: 817 SF DETACHED GARAGE
Owner:
Plan Approved:
Issued:
Inspect Area:
Plan Check #:
WILLIAM CLARKE LUCHA COMMUNITY PROPERTY TRUST 8-07-90
PO BOX 230625
ENCINITAS CA 92023
760-634-3454
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
HMP Fee
Pot. Water Con. Fee
Meter Size
Add'l Pot. Water Con. Fee
Reel. Water Con. Fee
Green Bldg Stands (SB1473) Fee
Green Bldg Stands Plan Chk Fee
$278.49
$0.00
$194.94
$0.00
$0.00
$3.87
$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
$0.00
$2.00
$0.00
24341 LAS NARANJAS DR
LAGUNA NIGUEL CA 92677
Meter Size
Add'l Reel. Water Con. Fee
Meter Fee
SDCWAFee
CFD Payoff Fee
PFF (3105540)
PFF (4305540)
License Tax (3104193)
License Tax (4304193)
Traffi~ Impact Fee (3105~1)
Traffic Impact Fee (4305541)
Sidewalk Fee
PLUMBING TOTAL
ELECTRICAL TOTAL
MECHANICAL TOTAL
Housing Impact Fee
Housing lnlieu Fee
Housing Credit Fee
Master Drainage Fee
Sewer Fee
Additional Fees
Fire Sprinkler Fees
Fire Expedited PC Fees
TOTAL PERMIT FEES
Total Fees: $608.30 Total Payments to Date: $208.38 Balance Due:
Inspector:
FINAL APPROVAL
Date: Clearance:
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$67.00
$62.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$608.30
$399.92
NOTICE: Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions.' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
• • • 0 • • • • •
THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0 PLANNING D ENGINEERING 0BUILDING OFIRE 0HEALTH D HAZMATIAPCD
Ccicyof
Carlsbad
JOB ADDRESS ~f;?{)C7
CT/PROJECT #
Building Permit Application
1635 Faraday Ave., Carlsbad, CA 92008
Ph: 760-602-2719 Fax: 760-602-8558
email: building@carlsbadca.gov
www.carlsbadca. ov
SUITEI/SPACEI/UNITI
#BEDROOMS #BATHROOMS
DESCRIPTION OF WORK: Include Square Feet of Affected Area(s)
A ~Je..'fl ~~e-o 6fi\~J( .J. ~~
EMAIL •
CONTRACTOR BUS. NAME
ADDRESS ADDRESS
CITY STATE ZIP CITY
PHONE FAX PHONE
EMAIL EMAIL
STATE LIC. # STATEUC.#
Plan Check No.
Est. Value
OCC. GROUP
STATE ZIP
FAX
CllY BUS. LIC.#
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair an~ structure, prior 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 Code} 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 {$500}).
WORKERS' COMPENSATION
Worllers' Compensation Declaration: I heteby affirm under penalty of petjury one of the following declarations:
B 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 of the worll for which this permit is issued.
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 issued. My workers' compensation insurance carrier and policy
number are: Insurance Co. Policy No. Expiration Date----------
This section need not be completed if the permit is for one hundred dollars {$1 00) 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.
Ji5 CONTRACTOR SIGNATURE 0AGENT DATE
OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason:
D
D
D
I, as owner of the property or my employees wilh 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 himse~ 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 Contractor's License Law does not apply to an owner of
property who builds or improves thereon, and contracts for such projects wilh contractor{s) licensed pursuant to the Contractor's License Law).
I am exempt under Section Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes 0No
2. I {have I have not) signed an application for a building permit for the proposed work.
3. I have contracted wilh the following person {finn) to provide the proposed construction {include name address I phone I contractors' license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work {include name I address I phone I contractors' license number):
5. I will provide some of the work, but I have contracted {hired) the following persons to provide the work indicated {include name I address I phone I type of work):
Ji5 PROPERTY OWNER SIGNATURE 0AGENT DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY
Is the applicant or future building occupant required to submit a business P'5. ~utely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the
Presley-Tanner Hazardous Substance Account Act? D Yes ,liiii"No ./
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air qualitvnanagement district? D Yes .~!!!~'"No
Is the facility to be constructed within 1,000 teet of the outer boundary of a school site? D Yes CJ«f
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.
Lender's Name
I certify that I have read the application and stale that the above information is conectand that the Information on the plans Is accurate. I agree ID comply\\ith all Cit¥ ordinances and Sta1B laws relating to building construction.
I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property b inspediln purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CAALSBAD
AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ~y WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permH is required for excavations over 5'0' deep and demolttion or oonslruction of slructures over 3 s1Dres in height.
EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expie by imHation and bEaJrne nul and void ff the building or l'>()rk authorized by such permit is not oommenoed v.ithin
180 days from the date of such permH or if the building or l'>()fk authorized by such permtt is suspended or abandoned at any time after the l'>()rk is oommenoed for a period of 180 days (Section 106.4.4 Uniform Building Code).
,8$ APPLICANT'S SIGNATURE
EsGil Corporation
In a?artnersliip witli fjo'flemment for (JJuiliiino Safety
DATE: 1/26/2016
JURISDICTION: Carlsbad
PLAN CHECK NO.: 15-4580
PROJECT ADDRESS: 2605 Crest Dr.
PROJECT NAME: Kaplin Detached Garage
SET: II
Cl APPLICANT
1:1.4URIS.
Cl PLAN REVIEWER
[J FILE
[8:1 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
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to:
[8:1 EsGil Corporation staff did not advise the applicant that the plan check has been completed.
D EsGil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted:...-Telephone#:
Date contacted: (byjS') Email:
Mail Telephone Fax In Person
D REMARKS:
By: Rich Moreno for T .F. Enclosures:
EsGil Corporation
D GA D EJ D MB D PC 1/19/2016
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
EsGil Corporation
In <Partnersliip witli (jo'flernment for (]JuiUfina Safety
DATE: 1/6/16
JURISDICTION: Carlsbad
PLAN CHECK NO.: 15-4580
PROJECT ADDRESS: 2605 Crest Dr.
PROJECT NAME: Kaplin Detached Garage
SET: I
Cl ~LICANT
~JURIS.
Cl PLAN REVIEWER
Cl FILE
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.
cg) The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation 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.
cg) The applicant's copy of the check list has been sent to:
William Clarke
D EsGil Corporation staff did not advise the applicant that the plan check has been completed.
cg) EsGil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: William Clarke Telephone#: 760 634-3454
_pate contacted: 1/ (t7 (by:rC-r Email: wcdesigns1@cox.net ~ail vl,-elephone Fax In Person
D REMARKS:
By: Tamara Fischer
EsGil Corporation
D GA D EJ D MB D PC
Enclosures:
12/29/15
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
~_L,:~--··-----------IIIIIiiiiiiiM------------------------
Carlsbad 15-4580
1/6/16
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 15-4580
PROJECT ADDRESS: 2605 Crest Dr.
FLOOR AREA: 817 sq ft Garage
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: 1/6/16
FOREWORD (PLEASE READ):
JURISDICTION: Carlsbad
STORIES: 1
HEIGHT: 12' approx per CRC
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 12/29/15
PLAN REVIEWER: Tamara Fischer
This plan review is limited to the technical requirements contained in the California version of
the International Residential Code, International Building Code, Uniform Plumbing Code,
Uniform Mechanical Code, National Electrical Code and state laws regulating energy
conservation, noise attenuation and access for the disabled. This plan review is based on
regulations enforced by the Building Department. You may have other corrections based on
laws and ordinance by the Planning Department, Engineering Department, Fire Department or
other departments. Clearance from those departments may be required prior to the issuance of
a building permit.
Present California law mandates that construction comply with the 2013 edition of the California
Code of Regulations (Title 24), which adopts the following model codes: 2012 IRC, 2012 IBC,
2012 UPC, 2012 UMC and 2011 NEC.
The above regulations apply, regardless of the code editions adopted by ordinance.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 1 05.4 of
the 2012 International Building Code, the approval of the plans does not permit the violation of
any state, county or city law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
Carlsbad 15-4580
1/6/16
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 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 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.
1. All sheets of plans must be signed by the person responsible for their
preparation. (California Business and Professions Code). Some sheets are not
signed.
2. 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). Engineer Of Record needs to
seal and sign sheets 2-5 of the plans.
3. Please dimension the eaves on the southwest side of the building.
4. Please specify the use of the room adjacent to garage. If it is anything other
than a workshop or storage, additional corrections will apply.
5. It appears there will be no ceiling in the garage. Please clarify this on the plans.
If there is to be a ceiling, provide attic ventilation per Section R806.2 and attic
access per section R807. 1 .
6. Please provide slab specifications complying with the soil report
recommendation d) on sheet 5 of the soil report.
7. If there are any slopes near the garage building, please show them and show
distance from foundation to edge of slopes and show slope and heights of cuts
and fills. Show compliance with soil report recommendation c) on page 5 and
Section R403.1. 7.
CONTINUED
Carlsbad 15-4580
1/6/16
8. Provide a letter from the soils engineer confirming that the foundation plan,
grading plan and specifications for the garage building have been reviewed and
that it has been determined that the recommendations in the soils report are
properly incorporated into the construction documents (as required by the soil
report).
9. The note on the foundation plan and structural calcs specify 18" depth of
footings while the details are dimensioned 15". Please coordinate.
10. At detail1/4, show the weep screed to be minimum 2" above the pavement per
section R703.6.2.1.
11. The truss lengths are 6" different than the dimensions on the plans.
12. The trusses layout and truss designs show they are designed to accommodate a
FAU. Is this a conditioned building? Please clarify on the plans and if it is
conditioned, additional corrections will apply and an energy design will be
required.
13. Bottom chords of trusses require lateral support at 12" o.c. Please detail this if
garage is not to have a ceiling.
14. Please provide evidence that the engineer-of-record (or architect) has reviewed
the truss calculation package prepared by others (i.e., a "review" stamp on the
truss calculations or a letter). CBC Section 1 07.3.4.1.
15. The 1 0' shear wall at grid 1 (back wall) is not shown on the foundation plan.
16. The shear wall symbols used on the framing and foundation plans do not match
the shear schedule.
17. Please continue the drag strapping at the garage front.
18. Please provide electrical information on the plans, including feeder source,
location and amperage of the service, location of the subpanel, location of
receptacles, switches and light fixtures. Interior and exterior outlets need to be
specified GFCI protected and exterior outlets to be weather protected.
19. Residential energy lighting requirements: ES 150.0(k)
• Lighting installed in garages. laundry rooms. and utility rooms shall be high
efficacy and be controlled by vacancy sensors.
• Outdoor lighting fixtures that are attached to a building are required to be high
efficacy or be controlled by a combination photo-control/ motion sensor.
CONTINUED
Carlsbad 15-4580
1/6/16
• 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 Tamara Fischer at
EsGil Corporation. Thank you.
Carlsbad 15-4580
1/6/16
' [DO NOT PAY-THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 15-4580
PREPARED BY: Tamara Fischer
BUILDING ADDRESS: 2605 Crest Dr.
BUILDING OCCUPANCY: U
BUILDING AREA Valuation
PORTION (Sq. Ft.) Multiplier
Garage 817 36.40
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb By Ordinance
Bldg. Permit Fee by Ordinance
Plan Check Fee by Ordinance
Type of Review: E1 Complete Review
D Repetitive Fee --3 Repeats
Comments:
D Other
D Hourly
EsGil Fee
DATE: 1/6/16
Reg. VALUE ($)
Mod.
29 739
29,739
$278.491
$181.021
D Structural Only
t------tl Hr. @ •
$155.951
Sheet 1 of 1
macvalue.doc +
""~---------iillliliilil-----------------------------------
PLANNING DIVISION
BUILDING PLAN CHECK
APPROVAL
P-29
DATE: 12/31/15 PROJECT NAME: GARAGE PROJECT ID:
Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.e:ov
PLAN CHECK NO: CB154580 SET#: ADDRESS: 2605 CREST DR APN:
~ This plan check review is complete and has been *CONDITIONALLY APPROVED
(SEE REMARKS BELOW) by the PLANNING Division.
By: GINA RUIZ
A Final Inspection by the PLANNING Division is required IZI Yes D No
You may also have corrections from one or more of the divisions listed below. Approval
from these divisions may be required prior to the issuance of a building permit.
Resubmitted plans should include corrections from all divisions.
D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on
the attached checklist. Please resubmit amended plans as required.
Plan Check APPROVAL has been sent to: WCDESIGNSl®COX.NET
For questions or clarifications on the attached checklist please contact the following reviewer as marked:
D Chris Sexton D Chris Glassen D Greg Ryan
760-602-4624 760-602-2784 760-602-4663
Chris.Sexton@carlsbadca.gov Christopher.Giassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov
~ Gina Ruiz D VaiRay Marshall D Cindy Wong
760-602-4675 760-602-27 41 760-602-4662
Gina.Ruiz@carlsbadca.gov Val Ray.Marshall@carlsbadca.gov Cynthia.Wong@carlsbadca.gov
D Veronica Morones D Linda Ontiveros D Dominic Fieri
760-602-4619 760-602-2773 760-602-4664
Veronica.Morones@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Dominic.Fieri@carlsbadca.gov
Remarks: GARAGE MUST BE BUILT AT THE SAME TIME AS_THE_.HOUSE OR
BEFORE THE HOUSE IS BUILT. A NOTE WILL BE PLACED ON FILE WITH THIS
INFORMATION FOR THE FINAL INSPECTIONS.
Shay Even
From:
Sent:
To:
Cc:
Subject:
Hello William,
Amber Ressmer
Wednesday, January 06, 2016 1:22 PM
WCDESIGNS1@COX.NET
Building
CB154580 KAPUN RESIDENCE
CB154580 Kaplan Residence plan does not require
Carlsbad Fire Department fire plan review.
Thank you,
Amber
Ca!Yof
CaiisDad
Amber Ressmer
Fire Prevention Office Specialist
City of Carlsbad
1635 Faraday Ave
Carlsbad, CA 92008-7314
www .ca rlsbadca .gov
p 760-602-4665 I F 760-602-8561
2!0 05 0Luot Dr.
1
,.
· {Cityof
Carlsbad
PLAN CHECK
REVIEW
TRANSMITTAL
Community & Economic
Development Department
1635 Faraday Avenue
Carlsbad CA 92008
www.carlsbadca.gov
DATE: 01-11-2016 PROJECT NAME: KAPLIN RESIDENCE DETACHED GARAGE PROJECT ID: PO 14-07
APN: 156-152-29 PLAN CHECK NO: CB15-4580 SET#: 1 ADDRESS: 2605 CREST DR.
VALUATION: $32,958 SCOPE OF WORK: CONSTRUCT 817 SQ. FT. GARAGE/STORAGE
D
This plan check review is complete and has been APPROVED by:
LAND DEVELOPMENT ENGINEERING DIVISION
Final Inspection by Construction Management & Inspection Division is required: Yes No X
This plan check review is NOT COMPLETE. Items missing or incorrect are listed on
the attached checklist. Please resubmit amended plans as required.
Plan Check Comments have been sent to: WCDESIGNS1@COX.NET
To determine status by one of the divisions listed below, please contact 760-602-2719.
Chris.Sexton@carlsbadca.gov Gregory. Rya n@ca rlsbadca.gov
Gina Ruiz
760-602-4675
Gina.Ruiz@carlsbadca.gov
Remarks:
Linda Ontiveros
760-602-2773
Linda.Ontiveros@carlsbadca.gov
VaiRay Nelson
760-602-27 41
Cindy Wong
760-602-4662
Cynthia.Wong@carlsbadca.gov
Dominic Fieri
760-602-4664
Dominic.Fieri@carlsbadca.gov
"''"~""""-L." __ ..._.....,.. _______ ioililllilll __________________ _
KAPLIN RESIDENCE DETACHED GARAGE PLAN CHECK NO# CBlS-4580
Pk.ts(· 1\c,Hl
Jn..,lrudion-..:
Outstanding issues are marked with X . Items that conform to permit
requirements are marked with ' { 1 or have intentionally been left blank.
1. SITE PLAN
Provide a fully dimensioned site plan drawn to scale.
r~-1 L{_J North arrow
[ZJ Existing & proposed structures
CZJ Existing street improvements
W Property lines (show all dimensions)
!71 Easements
W Right-of-way width & adjacent streets
Show on site plan:
Show:
[ZJ Driveway widths
[ZJ Existing or proposed sewer lateral
[l] Existing or proposed water service
W Submit on signed approved plans:
DWG No. 485-4A
[lJ Drainage patterns and proposed site elevations. Show all high points.
Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining
street or an approved drainage course.
LJ ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale
5' away from building".
Existing & proposed slopes and topography
C]size, location, alignment of existing or proposed sewer and water service(s) that serves the project.
Each unit requires a separate service; however, second dwelling units and apartment complexes are an
exception.
Sewer and water laterals should not be located within proposed driveways, per standards.
Include on title sheet:
[{] Assessor's parcel number
[{j Legal description/lot number
For commercial/industrial buildings and tenant improvement projects, include: total building
square footage with the square footage for each different use, existing sewer permits
showing square footage of different uses (manufacturing, warehouse, office, etc.) previously
approved.
0 Show all existing use of SF and new proposed use of SF.
Example:
Tenant improvement for 3500 SF of warehouse to 3500 SF of office.
LoUMap No.: LOT 15/MAP 2169
Subdivision/Tract: WILSONIA TRACT
Reference No(s):
E-36 Page 2 of6 REV 6/01/12
KAPLIN RESIDENCE DETACHED GA~ PLAN CHECK NO# CBlS-4580
PR 15-73
DWG485-4
E-36
2. DISCRETIONARY APPROVAL COMPLIANCE
Project does not comply with the following engineering conditions of approval for project no.:
3. DEDICATION REQUIREMENTS
Dedication for all street rights-of-way adjacent to the building site and any storm drain or
utility easements on the building site is required for all new buildings and for remodels with a
value at or exceeding$ 24 000 00 , pursuant to Carlsbad Municipal Code Section 18.40.030.
Dedication required as follows:
4. IMPROVEMENT REQUIREMENTS
All needed public improvements upon and adjacent to the building site must be constructed
at time of building construction whenever the value of the construction exceeds ·
$120.000.00, pursuant to Carlsbad Municipal Code Section 18.40.040.
0 Public improvements required as follows:
Construction of the public improvements must be deferred pursuant to Carlsbad
Municipal Code Section 18.40. Please submit a recent property title report or current grant
deed on the property and processing fee, so we may prepare the necessary Neighborhood
Improvement Agreement. This agreement must be signed, notarized and
approved by the city prior to issuance of a building permit.
Future public improvements required as ·follows:
Page 3 of6 REVS/01/12
,.
KAPLIN RESIDENCE DETACHED GARAGE PLAN CHECK NO# CBlS-4580
-
GR 15-14
RW 15-139
E-36
5. GRADING PERMIT REQUIREMENTS
The conditions that require a grading permit are found in Section 15.16 of the Municipal
Code.
C]lnadequate information available on site plan to make a determination on grading
requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and
remedial). This information must be included on the plans. If no grading is proposed
write: "NO GRADING"
I 1 ] Grading Permit required. NOTE: The grading permit must be issued and rough grading
approval obtained prior to issuance of a building permit.
Lt:.J Graded Pad Certification required. (Note: Pad certification may be required even if a grading
permit is not required.) All required documentation must be provided to your Engineering
Construction Inspector The inspector will then
provide the engineering counter with a release for the building permit.
No grading permit required.
Minor Grading Permit required. See additional comments for project-specific requirements.
6. MISCELLANEOUS PERMITS
[LJ RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work
adjacent to the public right-of-way. Types of work include, but are not limited to: street
improvements, tree trimming, driveway construction, tying into public storm drain, sewer and
water utilities.
Right-of-way permit required for:
Page 4 of6 REV6/01112
KA~LIN RESIDENCE DETACHED GARAGE PLAN CHECK NO# CBlS-4580 ..
FOR
REFERENCE
SWlS-204
E-36
7. STORM WATER
Construction Compliance
Project Threat Assessment Form complete.
Enclosed Project Threat Assessment Form incomplete.
Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached forrr
and return (SWlS-25 )
CJ [ZJ Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2
SWPPP, payment of processing fee and review by city.
Post-Development (SUSMP) Compliance
[~I' 1 Storm Water Standards Questionnaire.
Project is subject to Standard Storm Water Requirements. See city Standard Urban
Storm Water Management Plan (SUSMP) for reference.
Indicate areas of impervious surfaces (patios, walkway, etc. ) and pervious areas (landscaping).
l .; ] Project needs to incorporate low impact development strategies throughout in one or
more of the following ways:
Rainwater harvesting (rain barrels or cistern)
Vegetated Roof
Bio-retentions cell/rain garden
Pervious pavemenUpavers
Flow-through planter/vegetated or rock drip line
Vegetated swales or rock infiltration swales
Downspouts disconnect and discharge over landscape
[Z] Other: RIP/RAP
Page 5 of6 REV 6/01/12
KA~IN RESIDENCE DETACHED GARAGE PLAN CHECK NO# CBlS-4580
...
8. WATER METER REVIEW
Domestic (potable) Use
3/4" METER
(LOT= .28 AC.)
9. FEES
[l] What size meter is required?
Where a residential unit is required to have an automatic fire
extinguishing system, the minimum meter size shall be a 1" meter.
NOTE: the connection fee, SDCWA system capacity charge and the
water treatment capacity charge will be based on the size of the meter
necessary to meet the water use requirements.
For residential units the minimum size meter shall be 5/8", except where
the residential unit is larger than 3,500 square feet or on a lot larger than
one quarter (1/4) acre where the meter size shall be%".
Required fees have been entered in building permit.
Drainage fee applicable
Added square feet
Added square footage in last two years? Dyes no
Permit No.
Permit No.
Project built after 1980
Impervious surface > 50%
Impact unconstructed facility
yes
yes
yes
no
no
Fire sprinklers required Dyes no (is addition over 150' from center line)
Upgrade yes Ono
No fees required
10. ADDITIONAL COMMENTS
Attachments: Engineering Application ; Storm Water Form Right-of-Way Application/Info. .. Reference Documents
E-36 Page 6 of6 REV 6/01/12
.., • PCSD Engineering Corp
3529 Coastvlew Court
carlsbad, CA 92010
Ph: 760-207-1885
Structural Design Calculations
Garage/Storage
Client
Kaplin
2251 Pasio Sauceda!
Carlsbad, CA 92009
Project
2605 Crest Drive
Carlsb d CA
July 16, 2015
PCSD File#: 15-160
Paul Christenson San Diego Engineering
3529 Coastview Ct-Carlsbad, CA 92010
Telephone (760) 207-1885-Email: paul.pcsd@gmail.com
1.0 Design Criteria: 2605 Crest Drive
15-160
Code: 2013 California Building Code -ASCE 7-10
Timber: Douglas Fir-Larch (DF-L), WWPA or WCLIB
2x Wall Framing: DF-L #2 (unless noted otherwise)
2x Rafters & Joists: DF-L #2 " "
Posts & Beams: DF-L #1 " "
Glue-Lam Beams: Simple Span: Grade 24F-V4 (OF/OF)
Grade 24F-V8 {DF/DF) Cantilevers:
Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.)
Engineered Framing Wood 1-Joists: TJI 110,210,230,360,560 ICC ESR-1153
1.9E Microllam, 2.0E Parallam ICBO ER-4979 LVL, PSL
Concrete: Compressive Strength @ 28 days per ASTM C39-96:
Footings: fc = 2500 psi
Grade Beams: fc = 3000 psi
Concrete Block: Grade N-1 per ASTM C90-95, f'm = 1500 psi per ASTM E447-92
1/
Mortar:
Grout:
Type S Mortar Cement per ASTM C270-95, Min. fm = 1800 psi @ 28 days.
Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91,
Min. fm = 2000 psi @ 28 days.
Reinforcing Steel: #4 & Larger:
#3 & Smaller:
ASTM A615-60 (Fy = 60 ksi)
ASTM A615-40 (Fy = 40 ksi)
Structural Steel: 'W' Shapes: ASTM A992, Fy= 50-65 ksi
Plates, Angles, Channels ASTM A36, Fy = 36 ksi
Tube Shapes: ASTM A500, Grade B, Fy= 46 ksi
Pipe Shapes: ASTM A53, Grade B, Fy=35 ksi
Welding Electrodes: Structural Steel: E70-T6
E90 Series
Bolts:
Soils:
References:
A615-60 Rebar:
Sill Plate Anchor Botts & Threaded Rods:
Steel Moment & Braced Frames:
1 000 psf Bearing Pressure
A307 Quality Minimum
A325 {Bearing, U.N.O.)
·,
?mJ"f:',('rlntJ:nJVJh :1101 2>1!1-'
:£npeermJ
JOB 15-160
SHEET NO '2. OF
CALCULA TED""'"B-Y-~P~S~C~ DA""'"T .... E~7~/~16~/1~5:-
CHECK BY DATE ---
SCALE 3529 Coastvlew Ct -Carlsbad, CA 92010
Telephone (760) 207-1885-Email: paul.pcsd@gmall.com
2.0 LOAD LIST
2.1 Roof <vaulted)
Roofing
15/32" Sheathing
Roof Framing
5/8" Gyp. Bd.
Insulation and Misc.
IoL=
ILL=
Total Load=
2.2 Roof (w/ ceiling>
Roofing
15/32" Sheathing
Roof Framing
Insulation and Misc.
2.3 Ceiling
Ceiling Joists
IDL=
ILL=
Total Load=
5/8" Gyp. Bd.
Insulation and Misc.
2.4 Walls
InL =
.Iu =
Total Load==
Exterior Wall
7/8" Stucco
15/32" Sheathing
2x4 Studs@ 16" o.c.
5/8" Gypsum Bd.
Misc.
6.0 psf
2.0 psf
2.8 psf
2.8 psf
1.4 psf
15.0 psf
20.0 psf
35.0 psf
6.0 psf
2.0 psf
2.8 psf
1.2 psf
12.0 psf
20.0 psf
32.0 psf
1.3 psf
2.8 psf
1.9 psf
6.0 psf
10.0 psf
16.0 psf
9.0 psf
1.5 psf
1.1 psf
2.8 psf
0.6 psf
15.0 psf
Interior Wall
112" Gyp. Bd. (2 Sides)
2x4 Studs@ 16" o.c.
Misc.
4.6 psf
1.1 psf
2.3 psf
8.0 psf
~nJr;r,.,,:n etiDI.V"'"
b~J
3529 Coastvlew Ct -Carlsbad, CA 92010
2.0 LOAD LIST CCONTINl
2.5 Floor
Floor Cover
Sheathing
2xF.J.
5/8" Gyp. Bd.
Insulation and Misc.
IoL=
ILL=
Total Load=
207-1885-Email:
0.0 psf
0.0 psf
0.0 psf
0.0 psf
0.0 psf
0.0 psf
0.0 psf
0.0 psf
JOB 15-160
SHEET NO ;!? OF
CALCULA TED __ B_Y---.-P~S~C-DAT"'""E'"""'"'":7~/~16::":'/1~5~
CHECKBY DATE---
SCALE
WIND PARAMETERS
2.6 Wind Basic Wind Speed = 110 mph Exposure Cat = B
Ps = Al<zt*I*Ps30 (ASCE 7-Equation 6-1)
P"" 26.6 psf
P = 16.0 psf (*0.6 ASD)
2.7 Seismic
SMS = 1.181
Sos = (2/3) SMS
S08 = 0.788
s Cs= _EL (RII)
Cs = 0.121
USE:
V= 0.121 WoL
ASD BASE SHEAR
V _ CsWOL
ASD-1.4
V ASo= 0.087 WoL
(11.4-3)
Equation 12.8-1 AppJies
A = 1.00 (fig. 6-3) Ps3o"' 26.6 psf
Kzt = 1.00 (fig. 6-4) I = 1.0
USGS APPLICATION
Ss= 1.125
Fa= 1.05
R= 6.5
ho = 12.00
sl = 0.432
Fv= 1.57
I= 1.00
Occupancy Category:
Site Class:
2
D
SEISMIC DESIGN CATEGORY
St <o.7s (11.6 ASCE 7-05)
(11.4.1 ASCE 7-05)
(fig. 6-3)
(table 11.5-1)
Ta=Ct* (hJ<m= 0.129
Ts = S01/S08• 0.452
k= 1.0
Ta < (0.8)Ts, OK
Ta<O.S
Seismic Design Category: D
7/28/2015 Design Maps Summary Report
lllJSGS Design Maps Summary Report
User-Specified Input
Report Title Kaplin
Tue July 28, 2015 13:50:08 UTC
Building Code Reference Document ASCE 7-10 Standard
(which utilizes USGS hazard data available in 2008)
Site Coordinates 33.17268°N, 117 .33728°W
Site Soil Classification Site Class D-"Stiff Soil"
Risk Category 1/11/III
It:::::;::~:;:'··, :::::;J
" ; ;. ~ '-. .
. .
'·. ·.·
.--.>.:_:_,:,';·~_-_-·:;) ·--: __
~~;·
USGS-Provided Output
S5 = 1.125 g
sl = 0.432 g
SMs = 1.181 g
SMl = 0.678 g
S05 = 0.788 g
S01 = 0.452 g
For information on how the SS and 51 values above have been calculated from probabilistic (risk-targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the "2009 NEHRP11 building code reference document.
-Gl -~
MCER Response Spectrum
1.20
l.OB
0,,,
0.94
0.72
O.GO
0.48
0.:36
0.24
0.12
0.00 +---+--+--t---+-+---+--+---it---+~
0.00 0.20 0.40 0.60 O.i!O 1.00 1.20 1.40 l.GO l.QO 2.00
Period, T (sec)
-Gl -19 fll
o.aa Design Response Spectrum
0.90
0.72
O.G4
0.56
0.41l
0.40
0.32
0.24
O.lG
0.08
0.00 +--t--+---it---+-+--+--+---+--+-----i
0.00 0.20 0.40 0.60 0.110 1.00 1.20 1.40 l.GO 1.80 2.00
Period, T C sec)
For PGAw TL, CR5, and CR1 values, please view the detailed report.
http://ehp3-earthquake.wr .usgs.gov/designmaps/us/summary .php?template= minimal&latltude=33.172676&1ongltude=-117.337279&siteclass= 3&riskcategory=O... 1/2
r.ilFORTE" MEMBER REPORT Level, (RB-1) Garage Hdr
1 piece(s) 4 x 10 Douglas Fir-Larch No.2
Overall Length: 8' 7"
+ +
0 0
t . :.·. , .
' .,
l
~1, .; e ii 8'
Bl §]
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are hortzontal •
:~.: ·• ·:·./ ~>; ..•• :~'·' ::,},:~:> . •lkW!Jt;C'. .,~. ... ·LOf··· ~~-(,..,Q ;.: ( \
Member Reaction (lbs) 1687@ 2" 7656 (3.50") Passed (22%) --1.0 D + 1.0 Lr (All Spans)
Shear (lbs) 1270@ 1' 3/4" 4856 Passed (26%) 1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs) 3345 @ 4' 3 1/2" 5615 Passed (60%) 1.25 1.0 D + 1.0 Lr (All Spans)
Uve Load Del'l. {In) 0.062 @ 4' 3 1/2" 0.275 Passed (l./999+) --1.0 D + 1.0 Lr (All Spans)
Total Load Del'l. (In) 0.111 @ 4' 3 1/2" 0.412 Passed (l./892) --1.0 D + 1.0 Lr (All Spans)
• Deflection criteria: U. (L/360) and TL (L/240).
• Bracing (LU): All compression edges (top and bottom) must be braced at B' 7" otc unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required' to acfl!eve member stabffity.
• Applicable calculations are based on NOS 2005 mettloclology.
·.·. : ~~ .' ·~·: .. }~tii.~O~) ·.···· . . ·, · ... ·
··~· •:/: ; · ..•.. :. < -.: ••.. ~· ·~· •. ~·· ····t'!' .· ... : 'l'otw •. ~;~-.. ·· ...•..•. '.·.·.· .. ·
1 • Stud wall -OF 3.50" 3.50" 1.50" 743 1687 Blocking
2 -Stud wall -OF 3.50" 3.50" 1.50" 743 944 1687 Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed.
1 -Uniform (PSF) Oto8'7" 11' 15.0 20.0 Roof
PASSED
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC
Design Methodology : ASO
Member Pltt:h: 0/12
f-'"'~-===="""""""-'~......_.-.... ............ ""-'.....,;-'-.;.;.;......., ...... ..._....._-.:...-..;,._....;...._.._._....:.......:....._._-".·'""·;._··-·-' _ _.."""-......_""-'-~'--'"--"'"-'-"'i liP SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criter1a and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details.
(www.woodbywy.com) Accessor1es (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not Intended to
circumvent the need for a design professional as determined by the author1ty having jurisdiction. The designer of record, buncler or framer Is responsible to
assure that this calculatlon Is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party cerb'fled to su51alnable
forestry Slandards.
The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator
Forte SOftware Operator
Paul Christenson
PCSD Engineering
(760) 207-1885
paul pcsd@gmail com
~ =1
__ ._. -,.___].__ ---·· " ---" " " ·---" ------""" " __j
7/2812015 6:57:24 AM
Forte v4.6, Design Engine: V6.1.1.5
Kaplin.4te
Page 1 of 1
~FORTE~
+
0
MEMBER REPORT Level, (RB-2) Hdr Bm
1 piece(s) 4 x 4 Douglas Fir-Larch No. 2
Overall Length: 4' 7"
All locations are measured from the outside face of left support (or left cantilever end). All dtmensJons are horizontal.
:~'~/<.:·· [\:~·~-. · ..... ~,-~, ·, >' ·'"' ·, ,,. _MJ(,tlt '. •• ..r~ .. ;~}·-,_
Member Reaction (lbs) 889@ 2" 7656 (3.50") Passed (12%) --1.0 D + 1.0 Lr (All Spans)
Shear {lbs} 663@ 7'' 1838 Passed (36%) 1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs) 876 @ 2' 3 1/2" 1005 Passed (87%) 1.25 1.0 D + 1.0 Lr (All Spans)
Uve Load Defl. (In) 0.081 @ 2' 3 1/2" 0.142 Passed (1./632) --1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (In) 0.142@ 2' 3 1/2" 0.213 Passed (1./358) --1.0 D + 1.0 Lr (All Spans)
• DeftecUon crltl!fla: ll (L/360) and n (L/240).
+
0
PASSED
System : Roof
Member Type: Drop Beam
Building Use : Residential
Building Code : IBC
Design Metllodology ; ASO
Member Pitch: 0/12
• Bracing (Lu): All compression edges (top and bottom) must be braced at 4' 7" ole unless detailed otllerwise. Proper attachment and positioning of lateral
bracing Is required to achieve member stability.
• Applicable calculations are based on NOS 2005 methodology .
. ,:, < .-.: .··. :: .'1:: ~~---··· .•...•. ·. --~\0~~1' .·.• ..
Si,t~.:~}·'·· .·<>,~--·-~-··· ·4ilai!~' ·-~~-· ·D$iif' =..: ··, tf)taJ• -~.: ...
1 ·Stud wall ·OF 3.50" 3.50" 1.50" 385 504 889 Blocking
2 • Stud wall -OF 3.50" 3.50" 1.50' 385 504 889 Blocking
• Blocking Panels are assumed to cany no loads applied directly above them and the full load Is appUed to the member being designed.
1 • Uniform (PSF) 0 to4'7"
--~·w•
11' 15.0 20.0 Roof
f-'IW.W::.u:L::· -~~~""···;;;;.·.""·."" ..•. ..,.,.:;c;····'-"·'-"··QtU"". :;.::'·:.:::· "'"""--'-.......,~.....;.:-;-.....;.....;......;. ............. •·~....,.;,··--'··:...-.....;........,_'--~·•:--"'-'--""'··---···-----·..._ ...... _.....:...·:...·_~'-'-"-'.._~_.;.-'""' ~SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of Its products will be In accordance witll Weyerhaeuser product design crib!ria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to tlle software. Refer to current Weyerhaeuser literature for Installation details.
(www.woodbywy.com) AccesSOries (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not Intended to
circumvent the need for a design professional as determined by the autllorlty having jurisdiction. The designer of record, builder or framer Is responsible to
assure tllat this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are tlllrd-party certified to sustainable
forestly standards.
The product application, input design loads, dimensions and support Information have been proVIded by Forte Software Operator
7/29/2015 3:40:02 PM
Forte v4.6, Design Engine: V6.1.1 .5
Kaplin.4te
Page 1 of 1
,?',J"(;Arl.dtm,h et6.11 ~JO
~eerUtJ
JOB 15-160
" OF PSC DAT~E~7:-:/~16:-:/1~5=-
0ATE
SHEET NO
CALCULATED BY
CHECK BY
SCALE --------------3529 Coastview Ct-Carlsbad, CA 92010
Telephone (760) 207-1885-Email: paul.pcsd
5.0 Lateral Design & Analysis
mail. com
Wind: P = A Kzt I pS30 (ASCE 1-Equation 6-1) Seismic: V = C,WoL (IBC Equation 12.8-1)
)..= 1.00
Kzt= 1.0
PS30= 26.6 psf
(fig. 6-3)
(f'l!. 6-4)
Ss= 1.125
Fa= 1.1
R= 6.50
St = 0.432
Fv= 1.6
I= 1.00
I= 1.0
(fig. 6-3)
(table 11.5-l) V = 0.087 * Wt * p (p -Redundancy)
P= 16.0 psf Criteria
Each Story Resists > 35% Base Shear:
Wind Loads Any Shear Wall w/ (h/1)>1.0 is < 33% Story Force:
P = 16.0 psfx Trib Area
Roof Level
Direction: N I S = 16.0 psf X -------161 sq. ft.= 2570 lbs.
380 sq. ft.= 6065 lbs. Direction: E/W = 16.0 psf X ------
Roof Weight
RoofWt. =
Exterior Wall Wt =
Interior Wall Wt =
Ceiling Wt =
12.0 psf x 980 sq. ft.= 11760 lbs.
15.0 psf x 388 sq. ft.= 5820 lbs.
8.0 psf x 60 sq. ft. = 480 lbs.
3.0 psf x 817 sq. ft. = 2451 lbs. -------Total Trib. WR = 20511 lbs.
Total Seismic Dead Load: Wt = 20511 lbs.
ASP Base Shear: V= 0.087 * Wt= 1775 lbs.
p=
1st Story lnd Story
not satisfied satisfied
satisfied satisfied
1 1
~nJr.;~ ~IM~
bptlltii"UIJ
JOB
SHEET NO
CALCULATED BY
CHECK BY
SCALE
] OF---~~~ ~DATE 7/16/15
____ DATE---
3529 Coastview Ct -Carlsbad, CA 9201 0
Telephone (760) 207-1885-Email: paul. """ mail.com
5.1 Lateral Design & Analysis -2nd Story Shear Walls
Gridline
1
2
N/S
Length of Shearwalls
10
9
Total
10.0
8.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Wall Ht.
8
8
Type
' \
FA E
F E
F~ SE :AJ-sE FALSE
Gridline
A
B
E/W
Length ofShearwalls Total Wall Ht. r.l~O~~~~~~lO~ 8
7 7 14 8
0
0
0
0
0
0
0
0
Type
If
• 1 ~ #m 101
#D /01
#DI 0!
#DlV/0!
#DIV/0!
?,Jr;,r~ ;t'"'.t#~
bJDieeNIJ
3529 Coastview Ct -Carlsbad, CA 9201 0
Telephone (760) 207-1885-Email: paul.pcsd gmail.com
5.1 Lateral Design & Analysis (cont.)
Gridline (l) 50 % ( 2570 X 0.50 1285 #)
1285 lbs.
v = 10 ft. 128 plf
OTF 1028 lbs.
ll.F: c. t.~wt .. f.\J..l\"tan~J< &o'h .. = 8"1'i:a) 1-'~· ''" &~o
Gridline Q 50 % ( 2570 x 0.50 = 1285 # )
1285 lbs
v = 8.5 ft. 151 plf
OTF = 1209 lbs.
R.r • o.t." Ulr~t\tL\r.-lb.1i~J ... &.<i17; 1\1• > \-\Of' "SL"'
JOB 15-xx
SHEET NO lf> OF~"":"!"':~~
CALCULATED BY ..£!£_DATE 7/16/15
CHECK BY DATE ---
SCALE
HDU2
$Y.,J"(;,t'n'.dtm,n,n ef,_, ~
bJbteerbtJ
3529 Coastview Ct -Carlsbad, CA 9201 0
Telephone (760) 207-1885-Email: paul.pcsd@gmail.com
5.1 Lateral Design & Analysis (cont.)
Gridline (}) 50 % ( 6065 X 0.50 3032 #)
3032 lbs.
v = 10 ft. 303 plfjr,t. = 2s-~ r"
OTF 2426 lbs. ttcA.,
Gridline G) 50 % ( 6065 X 0.50 = 3032 #)
3032 lbs.
v = 14 ft. 217 plf
OTF 1733 lbs.
JOB 15-xx
SHEET NO
CALCULATED BY
CHECK BY
SCALE
'J OF_~~,_
PSC DATE 7/16/15
____ DATE---
&
PD~
&
I HDU2
t?'IIUfT:h'~ Sl".m~
bJ'nlltiFbtJ
3529 Coastview Ct ~ Carlsbad, CA 92010
Telephone (760) 207-1885-Email: ul.pcsd@gmail.com
6.0 FOUNDATION DESIGN
6.1 CONTINUOUS FOOTING
w= 1125 plf
width= ~plf
1000 psf
1.125 ft (MIN.) => 14 INCHES (MIN.)
USE 12 "WIDE CONTIN. FIG W/
\ - # 4 TOP AND BOTTOM & EMBED.
}g "INTO UNDISTURBED SOIL (MIN.)
6.2 MAX POINT LOAD ON FOOTING
JOB 15-l~o
SHEET NO J0 OF
CALCULATED BY PSC DAT~e~-=-7/~16':"':'/1~5~
CHECK BY DATE ---
SCALE
ASBP = 1000 psf
pall= 1000 * ...!3.. * ~
12 12
P alt = 4000 lbs
..
~ Q ~ ,S? ~& I~ ~ Vj ?!f
':'V ~ if:' s ~ ~ ("fiS ~ # ~P ~ '3 .AotS
J.....~ (J;:) Qj
RAMONA LUMBER COMPANY INC.
P.O. BOX 1560
RAMONA CA, 92065
PH: 760-789-1080
FAX: 760-789-4958
SAN MARCOS LOCATION 760-761-1173 OR 760-761-1193
BOB@RAMONALUMBER.COM & KATHY@RAMONALUMBER.COM
TRUSS ENGINEERING
JOB# 10373
NAME: KAPLIN CREST
8/31/15
COVER SHEET
...
Cnmpu T rus~ •nc ..
fA.bove plan provtaea ror truss
II ' ~ ~ ~ ~ 1 ~ ~ 1 ~ placement only. Refer to truss
It
alculation and engineering
I' II
! I· tructural drawings for all
H -~-I .I ~1rther information. Building ~r-_j --~_JL___~
II
I' --~esigner/engineer of record
II
1l re responsible for all non
I'
I
I
I Ji
~ss to truss connections.
I , I II
~uilding designer/engineer
I pfrecord to review and _, I
I !I pprove of all designs prior
i co I
II
o cons !ruction.
! ··-1 lc :I I ~-li I i I
II -_l_' f-
1[-II (~I I J I /
Job#: 10373 KAPLIN CF II " ~-------
II I I
I For: " i I I -·:] I I, I ! Plan: 1 I I I
'
I
Elev: GARAGE .--1 -u I Name:
..---! I I
I f,-----1
l, ) I . )
I
Address:
c 1 I _l
I I
l I Drawn By: I ~ I I _j. Checked By: I
L _c_ ...,
I I ! i ~·~~ Revised Dates:
~ I I
I
J I I 1llx ~~ I a:(!Ju0571~2 0 ~ * l?f-sf/tl ~ *
">..Jl CfVI\-~
, E OF tAl\~10~
Cop . Inc. -
11111111111111
This desigrt pr~pared from computer input by
BOB CF.R ROLL ....
LUMBER
TC:
BC:
WEBS:
SPECIFICATIOHS
::4 OF #l&BTR
::4 DF #l&BTR
;:4 DF STUD
TRUSS SPAN 21'-0.0"
LOAD DURATION INCREASE = 1.25
SPACED 24.0" O.C.
LOADING
CBC2013/IBC2012
1-2= I 0 I i"
2-3={-1"131 26
3-4={-1H8i 10
4-5=( -3361 32
11~.!. f!EIIBER FOP.CES HIR/ DF/Cq=l.OO
2-10=,01 1520 3-10= -313) 61
10-12=,>)1 1293 10-4= 0 I 305
12-8={01 1520 4-11= -1018) 19
11-5= -1) 116 TC LATERAL SUPPORT
BC LATERF.L SUPPORT
12"0C. DON.
l::"OC. UON.
LL( 20.0)+DL( 10.0' ON TOP CHORD
DL Oll BOTTm! CHORD
TOTH LOAD
30.0 PSF
10.0 PSF
5-6=1 -3361 32 11-6= -1018) 19
6-7=1-14681 10 6-12= 0 I 30 5
40.0 PSF 7-8={-1"131 26 12-7: -313 I 61 OVERHANGS: 25. 31! 25.3" 8-9= I 01 p
BC CONC LLI 75.0 LBS @ 10'-6.0" Unbalanced live loads have been
considered for this design.
-5.0)+DLI 0.0)=
LHUTED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF CBC 2013 NOT BEING MET.
BEARING
LOCATIONS
0'-0.0"
21'-0.0"
I·IAX VERT
REACTIONS
-72/ 963'1
IJAX HORZ
REACTIONS
--3/ 73H
BRG REQUIRED BRG AREA
SIZE SQ.IN. {SPECIES)
"' 0
I \.0
0 I
U') .-<
0
.!t.:t 0 I
.0
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LO~.DS ACT NON-CONCURRENTLY.
10-06 10-06
~------------------------~--------------------------~
r-4-02-02 3-09-14 2-06 2-06 3-09-14 4-02-02
12
5.00 [::?'
1 T ------r
M-4x5
5-00
M-3x6
~
12
~5.00
.-< .-<
I
N ~
12 M-2. 5x5 M-4x6 M-4x6 M-2. 5x5 I I I I
7-08-08 5-07 7-08-08
~-----------------------~-----------------------~ 10-00 11-00
3.50" 1.54 OF I 6251
-72/ 963V 0/ OH 3.50" 1.54 OF I 6251
!Weight: 83.4-lbl
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
MAX LL DEFL = 0.022" @ -2'-0. -., Allo~;ed
MAX TL CREEP DEFL = -0.028" @ -2'-0."" Allo~;ed
MAX LL DEFL = -0.130" @ 7'-11.3" Allowed
MAX TL CREEP DEFL = -0.192" @ 7'-11.3" Allowed
HAX LL DEFL = 0.022" @ 23'-0.-.. Allo~<ed
MAX TL CREEP DEFL = -0.028" @ 23'-0.-• A1lo~<ed
MAX HORIZ. LL DEFL = 0.021" @ 20'-8.5"
MAX HORIZ. TL DEFL = 0.038" @ 20'-8.5"
Wind: 110 mph, h=l5ft, TCDL=6.0,BCDL=6.0, ASCE 7-10,
0. 211"
0.282"
1.021''
1.361"
0.211"
0.282"
{All Heights), Enclosed, Cat.2, Exp.C, MWFRS{Dir),
load duration factor=1.6,
Bottom chord at cantilevered end(s) not exposed to wind,
Truss designed for wind loads
in the plane of the truss only.
.-<
0
j~
I 0
~ax CSI: TC:0.25 BC:0.40 Web:O.l~
2-00 21-00 2-00
JOB NAME· KAPLIN CREST c
Truss: C
DES. BY: EE
DATE: 3/30/2015
SEQ.: 6223004
TRANS ID: 419974
1111~111111111111111111111111111111111111111
WARNINGS:
1. Buikler and erection contractor should be advised of all General Notes
and warnings before construction commences.
2. 2x4 compression web bracing must be instaHed where shown +.
3. Additional temporary bracing to Insure stability during construction
is the responsibility of the erector. Additional permanent bracing of
the overall structure is the responsibility of the building designer.
4. No load shoukl be applied to any component until after aU bracing and
fasteners are complete and at no time should any loads greater than
design loads be applied to any component.
5. CompuTrus has no control over and assumes no responsibility for the
fabrication, handling, shipment and installation of components.
6. This design is furnished subject to the limitations set forth by
TPI/WTCA in SCSI, copies of which wiU be furnished upon request.
MiTek USA. lnc./CompuTrus Software 7.6.6-SP1 (1 L)-E
Scale: 0.2351
GENERAL NOTES, unless otherwise noted:
1. This design is based onty upon the parameters shown and is for an indivtdual buUding component. Applicability of design parameters and proper
2. ~~rn~a:s~'!:sC:.~:~~~is =o:S~';:~~ity~f~!~kt:':C:sa'ner.
2' o.c. and at 1 o· o.c. respectively unless braced throughout their length by continuous sheathing such as plywood sheathlng(TC) and/or drywai(BC). 3. 2x Impact bridging or lateral bracing required where shown++ 4. Installation of truss is the responsiblity of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment,
and are for ~dry condition" of use. 6. Design assumes fuU bearing at au supports shown. Shim or wedge if necessary. ~: ~~~~sn s~S:Rube~O:~u:~e ~i':g:s lsJ:~~~~nd placed so their center lines coincide with joint center lines.
9. Digits indicate size of ptate in inches. 10. For basic connector plate design values see ESR·1311, ESR·1988 (MiTek)
11~1111111111 ·-
LUHBER SPECIFICATIONS
TC: 2~4 DF #l&BTR
BC: 2~4 DF #l&BTR
TC LATERAL SUPPORT
BC LATERAL SUPPORT
12"0C. UON.
'= 12"0C. UON.
Unbalanced live loads have been
considered for this design.
<.{")
0
I \.0
0
I
<.{")
rl
0 ~t
I 0
" " ~ ~ 2-00
12
5.00 [/""
TRUSS SPAN 21'-0.0"
LOAD DURATION INCREASE = 1. 2 5
SPACED 24.0" O.C.
LL ( 2 0. 0) + DL (
DL
LOADING
10.01 ON TOP CHORD
ON BOTTOH CHORD
TOTAL LOAD
30.0 PSF
10.0 PSF
40.0 PSF
LIHITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREHENTS OF CBC 2013 NOT BEING HET.
BOTT0!1 CHORD CHECKED FOR lOPSF LIVE LOAD. TOP
AND EOTTOI1 CHORD LIVE LOADS ACT NON-CONCURRENTLY.
10-06
M-4x5
M-2.5x5(S)
,1-
10-00
21-00
"--
'"'"--
This design pr~pared from computer input bj
BOB CARROLL
[>'lEight: 98.~-lE]
Viind: 110 mph, h=l5ft, TCDL=6.0,BCDL=6.0, ASCE "-10,
(All Heights), Enclosed, Cat.2, E:<p.C, Hr!FRS IDir},
load duration factor=l.6,
Bottom chord at cantilevered end(s! not e~posed to wind,
Truss designed for wind loads
in the plane of the truss only.
10-06
11-00
Gable end truss on continuous bearing -wall UON.
H-lx2 or equal typical at stud verticals.
Refer to CompuTrus gable end detail for
complete specifications.
[Hax CSI: TC:O.OO BC:O.OO lieb:O.OO[
12
"""'l 5. 00
M-2.5x5
}
2-00
rl
0
J~
I
0
JOB NAME· KAPLIN CREST Cl Scale: 0.3339
Truss: Cl
DES. BY: EE
DATE: 3/30/2015
SEQ.: 6223005
TRANS ID: 419974
I 111111111111111111111111111111111111111111111
WARNINGS:
1. Builder and erection contractor should be advised of all General Notes
and warnings before construction commences.
2. 2x4 compression web bracing must be instaned where shown+.
3. Additional temporary bracing to insure stability during construction
is the responsibility of the erector. Additional permanent bracing of
the overall structure is the responsibUity of the building designer.
4. No toad should be appked to any component until after all bracing and
fasteners are complete and at no time should any loads greater than
design loads be applied to any component.
5. CompuTrus has no control over and assumes no responsibility for the
fabrication, handling, shipment and installation of components.
6. This design is furnished subject to the limitations set forth by
TPIIWTCA in SCSI, copies of which will be furnished upon request.
MiTek USA. lnc./CompuTrus Software 7.6.6-SP1(1 L)-E
GENERAL NOTES, unless otherwise noted:
1. This design Is based only upon the parameters shown and is for an indiVidual building component. Applicability of design parameters and proper
2_ =:,r::.~~~'::.tis~es~~,':bl~~~f~!!~kl:.l'C:•~?ner.
2" o.c. and at 1 0' o.c. respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC) and/or drywaR(BC). 3. 2x Impact bridging or lateral bracing required where shown + +
4. Installation of !russ Is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes tuB bearing at aU supports shown. Shim or wedge if necessary.
~: ~~n s~~ut:' ~u::.e.=ir;:g:, ~r:~:~nd placed so their center
nnes coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic connedor plate design values see ESR~1311, ESR~1988 (MiTek)
FEBHUAHY 14, 2012 Standard Gable End Detail
T ypieal x4 L-Brace Nailed To
2x Verticals W110d Nails, 6" o.c.
'----. Vertical Stud
MIT ek USA. Inc.
SE.CTIONB-B
fJIAGONAI BRACE
4'1)" O.G. MAX
* -Diagonal Bracing
Refer to Section A A
NOTE:
**
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE fOil IllUSTRATION ONLY_
L Bracing Refer
to Section 8-B
l. MINIMUM C\RADF OF 112 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.
AHCHilEGT On ENGINEER FOR TEMPORARY AND PERMANENT
BRACING OF ROOF SYSTEM.
4. "1.." BRACES SPECIFIED ARE TO BE FUll LENGTH. GRADES: 1x4 SRB
OR 2x4 STUD OR BrTTER WITH ONE ROW OF I~ NAILS SPACED 6" O.C.
5 DIAGONAL BRACE TO BE APPROXIMATElY 45 DEGREES TO ROOF
DIAPffflAM i\ I 4' o· O.C _
ST -GE 1 00-001
MITek USA. Inc_ Page 1 of 2
Vertical Stud
(4)-16d Common
Wire Nails
(2) --1 Od Cvnm._m
Wlm Nads into 2x6
Roof Sheathing / ,~'-, ,
,_.,·~\,
I M1'-3" i I (2) -1' ~-~ y--<'>> ,_ax.r //';/
I"" '"'! _,· u<> • /Q}·
/
I)IAGONAI
BRIICE
16d t,ornmon
Wire Nails
Spaced 6" o.c.
-.. ?x6 SlU<l or
2x4 Nu.2 ul bt!U~1
. : ·.(/
~~ / ?:...
i (/ (2) • 1 Od NAILS
i > / :r<'yf: )Y~/5:\/ IJ/ )rrusses@ 24" o.c.
6 CONSTHUCT HOFHZONTAL BHACE CONNECTING A 2x6 STUD AND A
2x4 STUO AS SHOWN WITI-I16d NAILS SPACED 6" O.C HORIZONTAL
BRACE TO BE LOCATED Al THE MIDSPAN OF THE LONGEST STUD.
P"'ACH TO VERTICAL STUDS WITH (4)10d NAILS THROUGH 2x4.
(REFER TO SECTION A·A)
/ ~~/ /:\/
. / l : ~ / Zx6 DIAGONAL BRACE SPACED 48" O.C Dtag. Brace; L! \//ATTACHED To vERTICAL WITH (4) -16d
i 7. GABLE &IUD Df.FLECTION MEETS OR EXCEEDS U240.
' 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES.
' 9. 00 NOT USE I-' LA T BOTTOM CHORD GABLES NEXT TO SCISSOR . TYPE TRUSSES.
at 1/3 points~.. . lt \~· C?MMO~ WIRE NAILS AND AT:TACHED, if needed . ..._ rr: \_ f iJ BLOCKING WITH (5) -Hld COMMONS_
\ i:
End~~~~-----l.' ..
Minimum .... r ~~~ I l 2x4 [ DIA~~~~li~:c~~~-~ --------~
: ' Stud Size ! Spacing I L-Br.~~L ~RACE [ ~}3 POINTS I I! Species . .
! : and Grade 1 Maximum Stud Length I 1 [?x~~r~:;k:llstud jt2" o.c.l 4-9-12 J 5~6~7 -G:1o:O-; H-~ _ _] . 14-5·3
11
;
1
:
1-"~~?f"!§~stoo pa·o.c.1 4-4-7 : 4-9-a I 6·9·6 (_ ~-8-14_ ;. 13-1·5
, , 2x4l)P~Std1Stud 24~3__:__ft1_Q : 3-11-0 I 5·6-7 i 1-7 ·4 _ ___ 11·4·14_ 1
)(-Diagonal braces aver 6'-3" require a 2x4 T -Brace attached to
one edge. Diagonal braces over 12'·6" rt.•quire 2x41-braces
attached to both edges. Fasten T and I braces to narrow edge
of web with 10d common wire na~s 8in o.c., with 3in minimum
end distance. Brace must cover 90% of diagonal length_
MAXMFANHOOFHEIGH'I·30f''' !
CA IHJURY lll:lUILUIN<.i
EXPOSURE B or C
........................ 1 ASCE 7-98. ASCF. 7-Q2, ASCE 7-05 100 MPH
ASC£7-10 125 MPII
OUHATION Or LOAD INCR[AS[ 1.60
STUD OE;SIGN IS BASED ON COMPONENTS ANO Cl ADDING)
\.ONNECTION OF BRACING IS BASED ON MWmS. •
· HORIZONTAL BRACE
{SEE SECTION A-A)
••
FEBHUARY 14,2012
"' ;: ! ···················-····-··-;; ""'""'':i·-·
'I
MtTek USA, Inc.
Standard Gable End Detail SHEET 2
MiTek USA, Inc.
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
Trusses@ 24" o.c.
\
HORIZONTAL BRACE \
{SEE SECTION A-A) \
Roof Sheathing \
2x6 DIAGONAL BRACE SPACED 48" O.C.
ATTACHED TO VERTICAL WITH (4) -16d
COMMON WHit NAILS AND A TI ACfiFO
TO BLOCKING WITH {5)-10d COMMONS.
Page 2 of 2
•........ \ i 1'·3" ! . [._~<!~:.~ ( .
:rr 1~:; THE nrsrONstRIUTY or THE BLDG IJFSIGNFn on I·
[.
ij
:THE PHO.JECT ENGINFEAIAACHTECT TO DESIGN THE /i
!CHUNG DIAPHRAGM AND ITS A TI ACHMENT TO THE / !
.THUSSES TO RESIST ALL OUT OF PLANE LOADS THAT i .
:MAY RESULT FROM IHE ijHACING OF l HE GABlt eNOS /
' i !
/ l ··""
i ; NAIL DIAGONAL BRACE ID
-· /t;-'PURUN WITH TWO 16d NAILS
·.1: 2X 4 PUHUN FASrENEO lO 1-'0UH !RUU~;e;
. , WITH TWO 16d NAILS EACH. fJISTEtl PURLIN
'' I TO BLOCKING WI TWO 16d NAILS (MIN) / /1: I!/ Diag. Brace ... J ·j
at 1/3 points
if needed
·· ' PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES
.. ~ H / I! /~~P~~:~N~J~~:~~~~~-N~J~~A~?~~~~s "-<>. /!'}~ t/ /[: TOTAUSSESWITH(2}-10dNAILSATEACHFND.
l< +
. . '-(-/'--I i! ' .. / i! ATTACH DIAGONAL BHAGE 10 BLOCKING Wl1'ti }~~T\:'...3["-W _ r_'> ·>tW (Sl 10dCOMMONWIRENAILS. End Wall
'""· CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES -··-·
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE
FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAILING SCHEDULE.
ME THO(l ;> : AT TACH 2X SCABS TO THE FACE OF EACH VERTICAL
STRUCTURAL
GABLE TRUSS ~~;::~,::: ',_-._1/( '
MEMBER ON .. 'rHE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE. GRADE
AND SPECIES AS THE TRUSS VERTICALS
SCAB AlONG
VERTICAL ~ ] I , --.. ·a....l ' l ···-----~.-.~1·'.: • 1 ~...... .... "-
NAILING SCHEDULE:
·FOR WINO SPEEDS 120MPH(ASCE 7-98, 02,05), 150 MPH (ASCE 7-10)0R LESS, NAIL ALL
MEMBERS WITH ONE ROW OF 10d (.131" X 3") NAILS SPACED 6" O.C.
-FOR WIND SPEEDS GREATEfl120 MPH (ASCF 7·98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL
MEMBERS WITH TWO ROWS OF 10d (.131" X 3") NAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM)
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1.
ALL BRACING METHODS SHOWN ON PAGE 1 ARE
VAllO AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SlOE OF THE STRUCTURE.
; 1 ,.,
1 1 .·.·."-~~-?::~,.':..,.....·····-~.·.~~.·.·.~A-..• 1. /) :. : ; ;.-; " ~ !--~ ...
~· S;_::~~-~ :\./L(,··,
INLAYEO STUO
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUS r
BE PRESENT TO PROVIDE FULL lATER1\L SUPPORT OF THt BOTTOM
CHORD TO RESIST All OUT OF PlANE LOADS. THE BfiACING SHOWN
IN THIS Dt!AIL IS FOR THE VERTIC NLY.
NOTE : THIS DETAIL IS TO BE USED ONLY FOR 1 STRUCTUHAL GABLES WITH INLAYEO l
STUDS. TRUSSES WrlliOUT INLAYED '
STUDS ARE NOT ADORf'SSE'O HERE. I
!
I
I
•
MR. & MRS. KAPLAN
2251 Paseo Sauceda!
Carlsbad, CA. 92009
B&B Engineering, Inc.
CIVJL, GEOTECHNICAL,&: QUALITY ENGINEERING
FOUNDATION DESIGN* LAND SURVEYING* SOD.. TESTING
CLIENT: KAPLAN
PROJECT: KAP 1 015-FTG
DATE: 25 OCTOBER 2015
Subject: Soils Engineering Foundation Plan Certification for the Proposed Residential
Construction located at 2605 Crest Drive, Carlsbad, CA.
(APN: 156-152-29)(Grading Plan Dwg No. 485-4A) .
Gentlemen:
Pursuant to the City of Carlsbad requirements, this letter will serve as confirmation that
. the foundation plans and specifications have been reviewed for the subject project. We have
determined that the recommendations in our Limited Site Specific Soil Investigation Report
dated 24 February 2015, have been properly incorporated into the construction documents.
smcere;y
Stephen B. Peter, RCE 38623
Expires 3-31-17
1611-A SO. MElROSE ORNE #285, VISTA. CA 92081-5471 Ph: (760) 945-3150 Fax: (760) 72~7514
IIP..tSfl.~