HomeMy WebLinkAbout2526 Glasgow Dr; ; CBR2018-3222; PermitCcityof
Carlsbad
Print Date: 04/29/2019
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
# Dwelling Units:
Bedrooms:
Project Title:
2526 Glasgow Dr
BLDG-Residential
2081910900
$6,041.70
Residential Permit
Work Class: Patio
Lot#:
Reference#:
Construction Type:
Bathrooms:
Orig. Plan Check#:
Plan Check#:
Description: VISCO: 490 SF DETACHEO PATIO COVER
Applicant:
SWIFT PERMITS
DAV1D JONES
15641 Maturin Or
San Diego, CA 92127-2331
619-884-9188
BUILDING PERMIT FEE ($2000+)
BUILDING PLAN CHECK FEE (BLDG)
SB1473 GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION-RESIDENTIAL
Total Fees: $1Sl.98 Total Payments To Date: $151.98
Status:
Applied:
Issued:
Permit
Finaled:
Inspector:
Final
Inspection:
Balance Due:
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these
fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the
protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section
3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their
imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection
fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this
project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
Permit No: CBR2018-3222
Closed -Finaled
11/19/2018
12/27/2018
TFraz
4/29/2019 1:56:45PM
$0.00
$88.3S
$61.84
$1.00
$0.79
1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
('cicyof
Carlsbad
RESIDENTIAL
BUILDING PERMIT
APPLICATION
B-1
Plan Check0{?)'2-2 Q\2S°-32??-
Est. Value l Q 1 04\
PC Deposit ---------
Date ---'-'\\-=+\9=----....1.\'o,._,_ __
Suite: ____ APN: __________ _
CT/Project #: __________ Lot#: ____ Fire Sprinklers: yes/ no Air Conditioning: yes/ no
BRIEF DESCRIPTION OF WORK: _ _.__?q--'-h_o---'{,"'0""1,t:.:Y _ __,~=--l-}('--'2"-'-4....:'t,=---"--------------
}fer,_vf 7t ½ eev: '-11~ fl-.'
JiO Addition/New: _____ Living SF, ___ Deck SF, i, 'fl~ Patio SF, ___ Garage SF
Is this to create an Accessory Dwelling Unit? Yes/ No New Fireplace? Yes/ No, if yes how many? __
D Remodel: ____ SF of affected area Is the area a conversion or change of use ? Yes/ No
0 Pool/Spa: ____ SF Additional.Gas-er Electrical Features? ____________ _
□ Solar: ___ KW, ___ Modules, Mounted: Roof/ Ground , Tilt: Yes/ No, RMA: Yes/ No, Battery: Yes/ No
Panel Upgrade: Yes/ No
D Reroof: ___________________________________ _
D Plumbing/Mechanical/Electrical Only: ________________________ _
D Other: __________________________________ _
APPLICANT (PRIMARY) PROPERTY OWNER
Name: ::Pt>..v,d TONS
Address: 9 CZL\5 .Al/.,.. ~C WA.y
City: ?'I ti ~o State: (. ,f-Zip: 4' '2 /'2 IP
Phone: 10 !-J-~'-141&8
Email: ]\a~,d@s,.,,,fl r~" ko"'1
DESIGN PROFESSIONAL
Name: _________________ _
Address: ________________ _
City: ________ State:. ___ Zip: ____ _
Phone: ________________ _
Email: ________________ _
Architect State License: ___________ _
Name: 1/J~ R~,d~
Address: '2.7-Zt., &,\qs~ol.v
City: /gvlt, 110,0, State: IA: Zip: 'f ZQ Ill
Phone: __________________ _
Email: ___________________ _
CONTRACTOR BUSINESS
Name: LYi 1)()!,r1}\'\
Address: po &:t fl/Ill
City: ?,!It! .MArtos State: ( A: Zip: _7.,_z.,.n.._J,_1..__ __
Phone: <?~~ -(p<,, i'-"78]1
Email=-------------.,,-------
State License: 1 '6281/ Bus. License: 8LtYtvol//l-/l-U>/1
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he/she 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/she 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}).
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov
B-1 Page 1 of 2 Rev. 06/18
( OPTION A): WORKERS'COMPENSATION DECLARATION:
I hearby affirm under penalty of perjury one of the following declarations:
□ I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued.
illl I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the P.erfprmance of the work for which this permit is issued.
My workers' compensation insurance carrier and policy number are: lnsura'!thompany Name: _ _;l>=..,-fe,c,:i_~,:::,__,{c,o,ejM~P,,:.• _____________ _
Policy No. <j/5515/ Expiration Date: -""'1-'-P...:ll=!J.,...l'I,__ ___ _
□ 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 be come
subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage ls unlawful, and shall subject an employer to
criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code,
interest and attorney's fees.
CONTRACTOR SIGNATURE: --J2t...,,l,L-'n:<c'<~~w1=· ___:_~~==-------~AGENT DATE: __,_!.._,I /f--lt_,.,_,_/.,_l .,_9_
( OPTION B ): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's License Law for the following reason:
□ l, 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
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor{s) licensed
pursuant to the Contractor's License Law).
□ 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. □ Yes □ No
2. I {have/ have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ 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/ address/ phone/
contractors' license number):
5. I will provide some of the work, but J have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work):
OWNER SIGNATURE: __________________ □AGENT DATE: _____ _
CONSTRUCTION LENDING AGENCY. IF ANY:
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued {Sec. 3097 (i) Civil Code).
lender's Name: _____________________ _ Lender's Address: _____________________ _
ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
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? □ Yes □ No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? □ Yes □ No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? □ Yes □ 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.
APPLICANT CERTIFICATION:
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 representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP
HARMLESS THE CllY 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 overS'O' deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized
by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time
after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code).
APPLICANT SIGNATURE: _, )4"-£--'~'--..... ·'--~v_,,.~"'--'-'-"'-----------DATE: _/.-JI /,CLJ_,.f4-/2-'-'J/'----
1635 Faraday Ave Carlsbad, CA 92008
B-1
Ph: 760-602-2719 Fax: 760-602-8558
Page 2 of2
Email: Building@carlsbadca.gov
Rev. 06/18
PERMIT INSPECTION HISTORY REPORT (CBR2018-3222)
Permit Type: BLDG-Residential Application Date: 11/19/2018 Owner: RANCHO COSTERA LLC
Work Class: Patio Issue Date: 12/27/2018 Subdivision:
Status; Closed -Finaled Expiration Date: 09/09/2019 Address: 2526 Glasgow Dr
IVR Number: 15548
Carlsbad, CA 92010-5602
Scheduled Actual Primary Inspector Reinspection Complete Date Start Date Inspection Type Inspection No. Inspection Status
0110312019 0110312019 BLDG-11 080321-2019 Passed Chris Renfro Complete
Foundatlon/Ftg/Pler
s (Rebar)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
02/01/2019 02/01/2019 BLDG-14 082866-2019 Passed Tim Frazee Complete
Frame/Steel/Baiting/
Welding (Decks)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Structure framing OK Yes
BLDG-83 Roof 082971-2019 Passed Tim Frazee Complete
$heating, Exterior
Shear (13, 15)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-15 Roof Yes
Sheathing-Reroof
03/12/2019 03/12/2019 BLDG-55 085833-2019 Pas·sed Tim Frazee Complete
Fence/Preplaster
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
04/29/2019 04/29/2019 BLDG-Final 090217-2019 Passed Tim Frazee Complete
Inspection
Checklist Item COMMENTS Passed
BLOG-Building Deficiency Yes
BLDG-Plumbing Final Yes
BLDG-Structural Final Yes
BLDG-Electrical Final Yes
Aprll 29, 2019 Page 1 of 1
✓• EsG1I
A SAFEbwlt Compnny
DATE: December 12, 2018
JURISDICTION: Carlsbad
D APPLICANT
D JURIS.
PLAN CHECK#.: CBR2018-3222
PROJECT ADDRESS: 2526 Glasgow Dr.
SET: II
PROJECT NAME: New patio cover for Visco Residence
□
□
□
□
□
rgJ
□
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
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:
David Jones
EsGil staff did not advise the applicant that the plan check has been completed.
EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone#: 619-884-9188 onm
(by~) Email: Date contacted: david@swift-permits.com
Mail Telephon Fax In Person
0 REMARKS:
By: Kat Frankowski
EsGil
12/6/2018
Enclosures:
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
,
DATE: November 29, 2018
JURISDICTION: Carlsbad
✓• EsG1I
A SAFEbuilfCompany
PLAN CHECK#.: CBR2018-3222
PROJECT ADDRESS: 2526 Glasgow Dr.
SET: I
PROJECT NAME: New patio cover for Visco Residence
□ APPLICANT
□ JURIS.
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
r:gj The check list transmitted herewith is for your information. The plans are being held at EsGil
until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
r:gj The applicant's copy of the check list has been sent to:
David Jones
D EsGil staff did not advise the applicant that the plan check has been completed.
r:gj EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: David Jones Telephone#: 619-884-9188
) Email: david@swift-permits.com Date contacted: (by:
Mail Telephone Fax In Person
0 REMARKS:
By: Kat Frankowski
EsGil
11/20/2018
Enclosures:
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
Carlsbad CBR2018-3222
November 29, 2018
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK#.: CBR2018-3222
PROJECT ADDRESS: 2526 Glasgow Dr.
FLOOR AREA:
Patio = 490 SF
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 11/19/2018
DATE INITIAL PLAN REVIEW
COMPLETED: November 29, 2018
FOREWORD (PLEASE READ):
JURISDICTION: Carlsbad
STORIES:
HEIGHT:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 11/20/2018
PLAN REVIEWER: Kat Frankowski
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 2016 edition of the California
Code of Regulations (Title 24), which adopts the following model codes: 2015 IRC, 2015 IBC,
2015 UPC, 2015 UMC and 2014 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. 105.4 of
the 2015 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 CBR2018-3222
November 29, 2018
[DO NOT PAY -THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Kat Frankowski
BUILDING ADDRESS: 2526 Glasgow Dr.
BUILDING OCCUPANCY:
BUILDING
PORTION
Patio
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb
1997 USC Buildin Permit Fee g
1997 USC Plan Check Fee
Type of Review:
D Repetitive Fee ::::3 Repeats
Comments:
AREA Valuation
( Sq. Ft.) Multiplier
490
By Ordinance
...
Complete Review
0 Other
0 Hourly
EsGII Fee
PLAN CHECK#.: CBR2018-3222
DATE: November 29, 2018
Reg. VALUE ($)
Mod.
6,041
6,041
D Structural Only
t------tl Hr. @ •
$53.671
Sheet of
Carlsbad CBR2018-3222
November 29, 2018
PLANS
1. Please make all corrections, as requested in the correction list. Submit FOUR new
complete sets of plans for commercial/industrial projects (THREE sets of plans for
residential projects). For expeditious processing, corrected sets can be submitted in one of
two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700.
The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire
Departments.
2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake
Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of
plans and calculations/reports directly to the City of Carlsbad Building Department for
routing to their Planning, Engineering and Fire Departments.
NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City
Planning, Engineering and Fire Departments until review by EsGil is complete.
2. All sheets of plans must be signed by the person responsible for their preparation.
(California Business and Professions Code).
3. Indicate on the Title Sheet of the plans the name of the legal owner and name of the
person responsible for the preparation of the plans. Section R 106.1.1.
4. All sheets of plans must be signed by the person responsible for their preparation.
(California Business and Professions Code).
5. 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).
6. Clearly dimension building setbacks from property lines, street centerlines, and from all
adjacent buildings and structures on the site plan. Section R106.2.
Show set back to wall, as well as roof overhang.
FIRE PROTECTION
7. Exterior walls and projections shall comply with one of the following tables. Section
R302.1. Please review and address the following specific concerns:
a)
Use this table if the building DOES NOT have an automatic fire sprinkler system.
Exterior Wall Element Min. Fire Rating Min. Fire Separation
Distance
Walls I (Fire-Resistance Rating) 1-hour, with exposure < 5 feet from both sides
Carlsbad CBR2018-3222
November 29, 2018
(Not Fire Rated)
Not Allowed
Projections (Fire-Resistance Rating)
(Not Fire Rated)
Not Allowed
Wall Openings 25% maximum of wall
area
Unlimited
Penetrations All
0 hours 2: 5 feet
N/A <2 feet
1-hour on the ;;, 2 feet to 5 feet underside a
0 hours ;;, 5 feet
N/A < 3 feet
0 hours 3 feet
0 hours 5 feet
See Sec. R302.4 < 5 feet -None required 5 feet
a May be reduced to O hours on the underside of the projection if fireblocking is provided
from the wall's top plate to the underside of the roof sheathing.
FOUNDATION/ STRUCTURAL
8. Show 3" clear cover for reinforcement in foundation.
9. Show a corrosion resistant weep screed with a minimum vertical attachment of 3.5" at or
below foundation plate line on exterior stud wall. The weep screed shall be placed not
less than 4" above the earth or 2" above paved areas. R703.7.2.1
ROOFS/DECKS/BALCONIES
10. Specify on the plans the following information for the roof materials, per Section
R106.1.1:
a) Manufacturer's name and product name/number.
b) ICC approval number, or equal.
MISCELLANEOUS
11. 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.
12. Please indicate here if any changes have been made to the plans that are not a result of
corrections from this list. If there are other changes, please briefly describe them and
where they are located in the plans.
• Have changes been made to the plans not resulting from this correction list? Please
indicate:
Yes □ No □
13. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208,
San Diego, California 92123; telephone number of 858/560-1468, to perform the plan
review for your project. If you have any questions regarding these plan review items,
please contact Kat Frankowski at EsGil. Thank you.
DANIEL KORNTVED
STRUCTURAL ENGINEER
2546 Montclair Street
San Diego, CA 92104
619-841-8241
STRUCTURAL CALCULATIONS
for
VISCO RESIDENCE
PATIO COVER
CONTENTS:
Framing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I _ 3
Lateral Analysis. . . . . . . . . . . . . . . . . . . . . .... 4 _ 5
Footings . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . 6
. Daniel P. KORNTVED
STRUCTURAL ENGINEER
2546 MONTCLAIR ST SAN DlEGO.CALIFORNIA92104
V1~0 ~~\ ~X.E:' -PA.TTO C.O•J€t?. ,
4 ---·f
<
I ! I
I I
! i
I r_ --'==-..,__--tFf.----
ROOf: f\?-Ny\\{\)(-l PLAN
'I"¾."= \'-o 11
12,oo f' C>L..;;. zo P:,F
Rao(" l...l .::: 20 pSf"
PHONE/ (619) 841-8241
'. ' -,
I.
Rev S10300 Timber Beam & Joist
Description VISCO RESIDENCE
Timber Member Information RB1 RB2 RB3 RB4
Timber Section
Beam Width
Beam Depth
Le: Unbraced Length
Timber Grade
Fb -Basic Allow
Fv • Basic Allow
Elastic Modulus
Load Duration Factor
Member Type
Repetll:ive Status
Center Span Data
Span
Dead Load
Live Load
Point #1 DL
LL
@X
Point #2 DL
LL
@X
Point #3 DL
LL
@X
Point #4 DL
LL
@X
4xs 4x8 6x10 6x12 RJ1
4x6
3 500 3.500 5 500 5.500 in 3.500 · 11.500 in 5.500 7.250 7.250 9 500
ft 0.00 0.00 0.00 7 50 0.00
Jouglas Fir_ Larch Jouglas Fir -Larch Douglas Fir• Larch. Douglas F,r -Larch. Douglas Fir· Larch,
psi 1 000 0 1,000.0 1,000 0 1,350.0 1,350.0
psi ' 95 O 95.0 95.0 85 0 85 0
ksi 1,700:0 1.700 0 1,700.0 1,600 0 1,600 0
ft
#/ft
#/ft
lbs
lbs
ft
lbs
lbs
ft
lbs
lbs
ft
lbs
lbs
ft
1.2~ 1.~ 1~ 1.2~ 1.= Sawn
No Sawn
No
7.50
60.00
6000
;a Q40
Sawn No
1000
300.00
300 00
2.000
160.00
160.00
4.000
120.00
120.00
6.000
60.00
60.00
Sawn No
5 00
150.00
150,00
Sawn No
15.00
444,00
444 00
7.500
444.00
444.00
7,500
375.00
375.00
7.500
20.00
70.00
70.00
635 10
635.10
7.500
635.10
635.10
12.500
Page 1 I
'
Cantilever Span ~
-------------"""'"'""'""'""""""'~-----"""'"''" ________ .,.. ___________ ,..,11
Span
Uniform Dead Load
Uniform Live Load
Results
Mmax@ Center
@Xa
Mmax @ Cantilever
fb · Actual
Fb · Allowable
fv Actual
Fv : Allowable
Reactions
@ Left End DL
LL
Max DL +LL
@ Right End DL
LL
Max. DL+LL
Deflections
ft
#/ft
#/ft
Ratio=
2.50
60.00
60.00
0.3150
in-k 9 03
ft 3.54
in-k ~4.50
psi 511.8
psi 1,625.0
Bending OK
psi 34.8
ps, 118.8
lbs
lbs
lbs
lbs
lbs
lbs
Shear OK
200.00
225,00
425,00
400.00
400 00
800.00
za::
06105
22 46
4 00
0 00
732.6
1,200.0
Bending OK
45.4
95,0
Shear OK
444.00
444.00
888.00
196.00
196 00
392.00
A
0.3547
11.25
2.50
0.00
366 9
1,200.0
Bending OK
33.7
95,0
Shear OK
375.00
375.00
750.00
375.00
375 00
750.00
0.8204
113 67
7.50
0.00
1,374 0
1,674,9
Bending OK
36.3
106 3 Shear OK
631 50
631.50
1,263 00
631.50
631,50
1,263 00
0.9694
198.32
1000
0.00
1,635 9
1,687.5
Bending OK
60.4
1063 Shear OK
1,33510
1,335 10
2,670.20
1,335 10
1,33510
2,670 20
• w zuaun:w: wt
I
J
Rev 510300
Description
Center DL Defl
L/Defl Ratio
Center LL Defl
UDefl Ratio
Center Total Defl
Location
UDefl Ratio
Cantilever DL Defl
Cantilever LL Def!
Total Cant. Deft
L/Defl Ratio
VISCO RESIDENCE
,n -0038
2,363.5
in -0.052
1,738.2
,n -0 090
ft 3.660
1,002.3
in 0.025
in 0.025
in 0.049
1.220.0
Timber Beam & Joist
"'
Page 2 I
-0.083 -0.011 -0.244 -0.526
1,443 8 5,374 8 737.5 456.5
-0083 -0.011 -0.244 -0.526
1,443.8 5,374.8 737.5 456.5
-0. 166 -0.022 -0.488 -1 051
4.720 2.500 7.500 10.000
721 9 2,6874 368.8 228.2
U.S. Seismic Design Maps
2526 Glasgow Dr, Carlsbad, CA 92010, USA
Latitude, Longitude: 33.1550935, -117.3070252
'
Go
Date
Design Code Reference Document
Risk Category
10/30/2018, 915:20 PM
ASCE7-10
II
Site Class
Type Value
Ss 1.088
S, 0.419
SMs 1.159
SM, 0.662
Sos 0.773
So, 0.442
Type Value
soc D
F, 1.065
F, 1.581
PGA 0.422
FPGA 1.078
PGAM 0 455
T, 8
SsRT 1.088
SsUH 1126
SsD 1.5
S1RT 0.419
S1UH 0.412
S1D 06
PGAd 0.512
CRs 0.966
Description
MCER ground motion. (for 0.2 second period)
MCER ground motion (for 1.0s period)
Site-modified spectral acceleration value
Site-modified spectral acceleration value
Numeric seismic design value at 0.2 second SA
Numeric seismic design value at 1.0 second SA
Description
Seismic design category
Site amplification factor at 0.2 second
Site amplification factor at 1.0 second
MCE:.G peak ground acceleration
Site amplification factor at PGA
Site modified peak ground acceleration
Long-period transition period in seconds
Probabilistic risk-targeted ground motion. {0.2 second)
D -Stiff Soil
Factored uniform-hazard {2% probability of exceedance in 50 years) spectral acceleration
Factored deterministic acceleration value. (0.2 second)
Probabilistic risk-targeted ground motion. (1.0 second)
Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration
Factored deterministic acceleration value (1 0 second)
Factored deterministic acceleration value. (Peak Ground Acceleration)
Mappeo value of the risk coefficient at short periods
https://seismicmaps.orgl
l:'agc-1701 J
OSHPD
Ma;1 data;;-: 2018 Google
I 0/30/2018
Daniel P. KORNTVED
STRUCTURAL ENGINEER
1546 MONTCLAIR ST SAN DIEGO, CALIFORNIA 92104
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PHONE/ (619) 841-8241
Daniel P. KORNTVED
STRUCTURAL ENGrNEER
2546 MONTCLAIR ST SAN DIEGO, CALIFORNIA 92104
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Description POST FOOTING
General Information
Allow Passive
Max Passive
Load duration factor
Pole is Rectangular
Width
Restrained @ Surface
Moments @ Surface ...
Point load
Distributed load
Without Surface Restraint ...
Required Depth
Press@ 1/3 Embed ..
Actual
Allowable
250.00 pcf
1,500.00 psf
1.330
24.000 in
900.00 ft-#
0.00
0.000 ft
0.00 psf
000 psf
Applied Loads ...
Point Load
distance from base
Distributed Load
distance to top
distance to bottom
Total Moment
Total Lateral
With Surface Restraint. ..
Req'd Depth
Pressure@ Base ..
Actual
Allowable
Surtace Restraint Force
PHONE/
900.00 lbs
1.000 ft
0.00 #/ft
3.000 ft
0.000 ft
900.00 ft-#
900.00 lbs
1.598 ft
(619) 841-8241
------------------