HomeMy WebLinkAbout2726 FERNGLEN RD; ; CB984292; Permit01/20/1999
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
Project Title:
City of Carlsbad
Building Permit Permit No:CB984292
Building Inspection Request Line (760) 438-3101
2726 FERNGLEN RD CBAD
RAD Sub Type:
1563312100 Lot#:
$12,792.00 Construction Type:
Reference #:
493 SF BASEMENT CONVERSION
VN
Status:
Applied:
Entered By:
Appr/lssued:
Inspect Area:
ISSUED
12/09/1998
MDP
01/20/1999
/Applicant:
B/\FyvJETT BRENDA
2958 MADISON AVE
CARLSB/\D CA 92008 92008
760 438-0470
Owner:
WORKMAN S THOMAS&KOLOSOVA-WORK
5556 01/20/9? 0001 01
C-PRMT 250-00
ot'al F^yments To;!$250.00$341.00 alahce DueTotal Fees:
Description
INCORPORATED
1952
* ELECTRICAL TOTAL
* MECHANICAL TOTAL
* PLUMBING TOTAL
BLDG PLAN CHECK
BUILDING PMTS
STRNG MOTION
20 . GO
26.00
63 . 00
90 .89
139 . 83
1.28
Inspector:
FINAL APPROV
Date:Clearance:
NOTICE Please take NOHCE'fiiat approval of your project includes the "Imposlflon" of fees, dedications, reservations, or ofher exactions hereafter collectively
referred to as fees/exactions." You have 90 days from the date ftis permit was issued to protest Imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth In Goverrinent Code Section 66020(a), and file the protest and any other required information wftti the City litoiager for
processing In accordance with Carfslnd Municipal Code Section 3.32.030. Failure to timely follow that procedure will liar any sulsequent legal action to attack,
review, set aside, void, or annul their Imposition.
You are heretiy FURTHER NOTIRED that your right to protest the specified fees/exactions iXES NOT APPLY to water and sewer connection fees and capactiy
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 prevjously tieen given a NOTICE similar to tfiis, or as to which 9ie statute of Bmltatlons has previously otherwise expired.
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161
PERMIT APRLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad CA 92009
(760) 438-1161
1. PROJECT INFORMATION
FOR OFFICE USE ONLY
PLAN CHECK NO.
EST. VAL. 1 ^2—
Plan Ck. Deposit
Validated By_
Date
/ / r
3L Oc)
Address (include BIdg/Suite #)
7-77^
L
Business Name (at this address)
egal Description ' Lot No. Subdivision Name/Number
mAP \rmi -c6a5.fA€i
Unit No.Phase No.Total # of units
Assessor's Parcel #Existing Use Proposed Use
D^ription of Work SQ. FT. #of Stories
con^JtsSiOA
2. CONTACT PERSON (If (flfforent froro appOcart)
t of Bedrooms # of Bathrooms
Name Address 2^5^ GGQjL^f)^ State/Zlpf^ 2,a;ytel^trorie #
3. APPLICANT jSfContractor Q Agent for Contractor □ Owner □ Agent for Owner
4222 12/09/96 OQOl 01 Q2
Fax #
Name Address
4. PROPERTY OWNER
City State/Zip TeJepJjij^-#91.00
Name Address City State/Zip Telephone S
B. CONTRACTOR - COMPANY NAME
(Sec. 7031.6 Business and Professlona Code; Any City or County which requires a permft to construct, aiter, improve, demolish or repair any 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 w(th Section 70(X) of Division 3 of the Business and Professions Code] or that he Is exempt tfierefrom, and the basis for the alleged
exemption. Any violation of Section 7031.6 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500]).
<LOt\sr
Name
State License #
Address
License Ciass
City State/Zip
City Business License #
one #
Designer Name Address City State/Zip Telephone
State License #
8. WORKERS' COMPENSATION
Workers' Compensation Declaration; I hereby affirm under penalty of perjury one of the following declarations;
n 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 work for which this permit is issued.
□ I have and will maintain workers' compensation, as required by Section 37(X) of the Labor (^de, for the performance of the work for which this permit Is
Issued. My worker's compensation Inaurance camer and policy number are; _ .
Irrsurance Company Policy No._ Expiration Date
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS)
l~l CERTIRCATE 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 Callfomla.
WARNINQ; Failure to sactae workers' compensation coverage Is unlawful, and sfuD subject an employer to criminal penalties and dvll fines up to one htaidredthousand dollars [$1^(LcO(11/^i^ddltlow-to the cost of compensation, damages as provided for In Section 3706 of the Labor code. Interest and attorney's fees.
SIGNATURE DATE
7. OW$SR-BUILOER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following reason;
[~] I, as owner of tfie 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 virho builds or improves thereon, and who does
such work himself or through Ns own employees, provided that such Improvements are not Intended or offered for sale. If, however, the building or improvement Is
sold wItWn 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).
□ \, as owner of the property, am exclusivety 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 Ucense 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. [Zl YES r~lNO
2. I (frave / have not) signed an application for a bulldirrg permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (Include name / address / phone number / contractors license number);
4. I plan to provide portions of the work, but I fiave hired the following person to coordinate, supervise and provide the major work (Include name / address / phone
number / contractors license number);
6. I will provide some of the work, but I have contracted (hired) the following persons to provide the work Indicated (include name / address / phone number / type
of work);
PROPERTY OWNER SIGNATURE DATE
COMPLETE THIS SECTION FOR NON-RBSIDBmAL 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 26505, 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 she? □ YES □ NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIHCATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPUCANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
8. CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit Is Issued (Sec. 3097(1) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
9. APPUCANT 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 ali
City ordinances and State laws relating to building construction. I hereby authorize representatives 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 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 issued by the Bulling Official under the provisions of this Code shall expire by limitation and become null and void if the building orwork authorized by such permit Is not cornm^ced/vtthln 365 days from the date of such permit or If the building or work authorized by quch permit Is suspendedor abandoned at any time after the worj^Js pkmrgknqHjWnr a pnrind of 180 days (Section 106.4.4 Uniform Bulldlrrg Code).ork authortzed by ^ch pen' /g/g-/VAPPLICANT'S SIGNATURE DATE
WHITE; File YELLOW; Applicant PINK; Rnance
City of Carlsbad Inspection Request
For; 4/28/99
Permit# CB984292
Title; 493 SF BASEMENT CONVERSION
Description:
inspector Assignment: PY
2726 FERNGLEN RD
Lot
Type: RAD Sub Type:
Job Address:
Suite:
Location:
fiPPLiCANT : BARNETT BRENDA
Owner: WORKMAN S THOMAS&KOLOSOVA-WORKMA
Remarks:
Phone: 7604380470
inspector:
Totai Time:Requested By: BRENDA
Entered By: CHRISTINE
CD Description
19 Final Structural
29 Final Plumbing
39 Finai Eiectricai
49 Finai Mechanical
Comments
inspection History
te Description Act insp Comments
3/26/99 17 interior Lath/Drywall AP PY
3/19/99 16 Insuiation AP PY
3/10/99 84 Rough Comtx5 AP PY
3/8/99 13 Shear Paneis/HD's WO PY
3/8/99 84 Rough Comlx)CO PY SEE JOB CARD
2/17/99 11 Ftg/Foundation/Piers WO PY
2/17/99 66 Grout AP PY
2/16/99 62 Steei/Bond Beam CO PY /U3D #3 TIES @ PIL\STER
2/12/99 62Steei/Bond Beam PA PY SEE LIST
2/2/99 11 Ftg/Foundation/Piere AP PY FOAM WRAP DR/MN LINE
2/1/99 11 Ftg/Foundation/Piers CA PY
1/29/99 11 Ftg/Foundation/Piers CO PY SEE NOTICE ATTACHED
1/28/99 11 Ftg/Foundation/Plers NR PY S/\ME CORRECTIONS
1/27/99 11 Ftg/Foundation/Rers CO PY SEE NOTICE ATTACHED
1/21/99 21 Underground/Under Floor AP PY
r
EsGil Corporation
In !Partners/Up udtH govemmaU for Safoty
DATE: 1/11/99
JURISDICTION: Carlsbad 3 PLAN REVIEWER□ FILE
PLAN CHECK NO.: 98-4292 SETiU
PROJECT ADDRESS: 2726 Femglen Rd.
PROJECT NAME: Workman Basement Improvement
r~| The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
I I 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.
r~| The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
H The check list transmitted herewith is for your information. The plans are being held at EsgilCorporation 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.
H The applicant's copy of the check list has been sent to:
Ideal Construction
2958 Madison Ave. Ste 101 Carlsbad, Ca. 92008
H Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has
been completed.
□ Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: ) Fax #:
Mall Telephone Fax In Person
□ REMARKS:
By: Mike Puckett Enclosures:
Esgil Corporation
□ GA □ MB □ EJ □ PC 1/5/98 tmsma-dot
9320 Ches^eake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (619) 560-1468 ♦ Fax (619) 560-1576
Carlsbad 98-4292
1/11/99
GENERAL PLAN CORRECTION LIST
I JURISDICTION; Carlsbad
PROJECT ADDRESS: 2726 Fernglen Rd.
DATE PLAN RECEIVED BY
ESGIL CORPORATION: 1/5/98
REVIEWED BY: Mike Puckett
PLAN CHECK NO.: 98-4292
DATE REVIEW COMPLETED:
1/11/99
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,
1994 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
Please make all corrections on the original tracings and submit two new sets of prints to:
ESGIL CORPORATION.
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.
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?
□ Yes □ No
The following corrections are items not completely addressed from the previous plan
review or are in response to new information provided.
1. Item # 6 Please show the retaining wall waterproofing to be as per the acconnpanyingCity of Carlsbad policy or provide evidence of approval from the Building Official for analtemate material/method. Please provide evidence that the waterproofing materialis approved by the City of Carlsbad Building Department for the use intended.
Carlsbad 98-4292
1/11/99
2. Item #5 Sleeping rooms shall have a window or exterior door for emergency escape. Sill
height shall not exceed 44" above the floor. Windows must have an openable area of at
least 5.7 square feet with the minimum openable width IQT and the minimum openable
height 24". The emergency door or window shall be openable from the inside to provide
a full, clear opening without the use of separate tools. Section 310.4. Basements In
dwelling units shall comply with the above (even if not designated as sleeping
rooms). Section 310.4. Please show a complying means of egress from the
improved basement. The 6020 window shown does not meet the minimujn ,
openable height requirement. Also if the window Is roughed in at standard header
helaht it exceeds the maximum 44" AFF reauirement. Please revise plans to show
a fullv comolvinq earess window.
3. Show on the plan that ground-fault circuit-interrupter protection complies with 1993 NEC
Art. 210-8, which reads as follows:
All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms.
Please show GFCI protection at the receptacle in the proposed bathroom.
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive. Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to
perform the plan review for your project. If you have any questions regarding these plan
review items, please contact Mike Puckett at Esgil Corporation. Thank you.
EsGil Corporation
In fPartnersfHp vfitH QovemmaitfoT building Safety
□ ^^EEU(
JURIJDATE; 12/15/98
JURISDICTION: Carlsbad ^ PLAN REVIEWER□ FILE
PLAN CHECK NO.: 98-4292 SET: I
PROJECT ADDRESS: 2726 Fernglen Rd.
PROJECT NAME: Workman Basement Improvement
I I The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
I ] 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.
I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
H The check list transmitted herewith is for your information. The plans are being held at EsgilCorporation until corrected plans are submitted for recheck.
I I The applicant's copy of the check list is enclosed for the jurisdiction to fon/vard to the applicant
contact person.
H The applicant's copy of the check list has been sent to:
Ideal Construction
2958 Madison Ave. Ste 101 Carlsbad, Ca. 92008
B Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has
been completed.
□ Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone#:
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
□ REMARKS:
By: Mike Puckett Enclosures:
Esgil Corporation□ GA □ MB □ EJ □ PC 12/10/98 tmsmtl.dot
9320 Clies^>eake Drive, Suite 208 ♦ San Diego, Caiifomia 92123 ♦ (619) 560-1468 ♦ Fax (619) 560-1576
Carlsbad 98-4292
12/15/98
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 98-4292 JURISDICTION; Carlsbad
PROJECT ADDRESS: 2726 Femglen Rd.
FLOOR AREA: 493sf Int. Add. STORIES: 2
HEIGHT:
1 REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 12/9/98
DATE INITIAL PLAN REVIEW
COMPLETED: 12/15/98
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 12/10/98
PLAN REVIEWER: Mike Puckett
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 Title 24 and the
following model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994
UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95).
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,
1994 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 for a copy) where each
correction item has been addressed. I.e.. plan sheet number. sDeclfication section, etc.
Be sure to enclose the marked up list when vou submit the revised olans.
LIST NO. 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WrTHOUT SUPPLEMENTS (1994 UBC)rSfbrw.dot
-Carlsbad 98-4292
12/15/98
1. Please make ail corrections on the original tracings, as requested in the correction
list. Submit three sets of plans for commercial/industrial 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 caicuiations/reports directly to the City of
Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760)
438-1161. 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, (619) 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.
2. Please attach the Minimum Construction Standards to the plans.
3. Provide a statement on the Title Sheet of the plans that this project shall comply
with Title 24 and the 1994 UBC, UMC and UPC and the 1993 NEC.
4. When the valuation of a room addition or repair exceeds $1,000, or when sleeping
rooms are created, smoke detectors shall be provided, except that smoke detectors
added at existing construction need only be battery powered. Section 310.9.1.2.
Please show or note on the plans that smoke detectors will be Installed In all
existing bedrooms and the hallways leading to the bedrooms. Show a smoke
detector In the basement. UBC Section 310.9.1.4
5. Sleeping rooms shall have a window or exterior door for emergency escape. Sill
height shall not exceed 44" above the floor. Windows must have an openabie area
of at least 5.7 square feet with the minimum openabie width 20" and the minimum
openabie height 24". The emergency door or window shall be openabie frorn the
inside to provide a full, clear opening without the use of separate tools. Section
310.4. Basements In dwelling units shall comply with the above (even if not
designated as sleeping rooms). Section 310.4. Please show a complying
means of egress from the Improved basement.
6. Please show the retaining wall waterproofing to be as per the accompanying City of
Carlsbad policy or provide evidence of approval from the Building Official for an
alternate material/method.
7. Please describe the fan exhaust in a legend on the plans for the symbol shown.
8. Show that ceiling height for habitable rooms is a minimum of 7-6". Section 310.6.1.
in the cross section please dimension the clear height of the room in the improved
basement.
Carlsbad 98-4292
12/15/98
9. Show ceiling height for iaundry rooms, hallways, corridors, and bathrooms is a
minimum of 7'-0". Section 310.6.1. In the cross section please dimension the clear
height of the bathroom.
10. Dimension on the plans 30" clear width for water closet compartments and 24"
clearance in front of water closet. Section 2904.
11 .An Interior door may open at a landing that is not more than 8" iower than the floor
level, provided the door does not swing over the landing. Section 1004.9. It appears
that the door from the bottom steps of the stairs to the improved area swings out
over a change in floor elevation. Doors cannot swing out over a change in elevation
of the floors of more than 1". Please revise the plans to comply with the UBC
requirements.
12. if a door occurs at the landing, the landing dimension need not exceed 36 inches.
Sections 1006.7 and 1004.10. The door from the stairs to the improv^ area must
have a ievel complying landing on both sides of the doors. Please revise the plans
to show the landing at the bottom of the stairs that will enter the improved space is
level and UBC conforming.
13. Garage requires one-hour fire protection on the garage side of walls and celling
common to the dwelling. Table 3-B, Section 302.4. Please show on the plans the
complete extent of the required fire protection.
14. Please show that the underfloor access opening is a minimum of 18"x24".
15.Show on the plan that ground-fault circuit-interrupter protection complies with 1993
NEC Art. 210-8, which reads as follows;
16. All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms.
17. Show shower stali can accommodate a 30" circle and has a minimum floor area of
1,024 sq. in. UPC Section 410.4.
18. Provide a note on the plans: In showers and tub-shower combinations, control
valves must be pressure tjalanced or thermostatic mixing valves. UPC Section
410.7
19. Please show the existing exterior walls to be insulated or will be Insulated as per the
Title 24 energy requirements.
20. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and
bathrooms.
21. Please complete the CF1R to show the climate zone.
22. Please show on the CF1R the glazing in the improved area and that thp existing
glazing is dual glazed or will be replaced with glazing of a maximum of .75 U-value.
-C^lsbad 98-4292
12/15/98 u _
To speed up the review process, note on this list (or a copy) where each correction
item has been addressed, i.e., plan sheet, note or detail number, calculation page,
etc.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list, if there are other changes, please briefly describe
them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list? Please
indicate:
Yes □ No □
The jurisdiction has contracted with Esgil Corporation located at 9320 ChesapeakeDrive, Suite 208, San Diego, Caiifomia 92123; telephone number of 619/560-1468,to perform the plan review for your project, if you have any questions regardingthese plan review items, please contact Mike Puckett at Esgii Corporation. Thank
you.
MINIMUM CONSTRUCTION SPECIFICATIONS
These arc minimum specifications established by the Uniform Building Code. Theseplans. Code sections listed refer to the 1994 edition of the UBC
specifications apply in the absence of more restrictive specifications in the approver
I. foundation and underfloor
1. Concrete strength. Concrete-for footings-must-have a
minimum comprcssive strength of 2500 psi at 28 days and
composed of: I part cemcntj 2 1/2 parts sand, 3 1/2 parts of
3/4" maximum size rock with not more than 7 gallons of
water per sack of cement.
2. Wood and Earth Separation. Foundations supporting
wood must extend at least 6" above the adjacent finish
grade. [UBC Section 1806.1] Provide 18" clearance under
wood joists and 12" clearance under wood girders which are
not pressure treated. [UBC Section 2317.3]
3. Concrete Slabs. Slabs on grade must be at least 3 1/2"
thick. [UBC Section 1924]
4. Treated Wood. All foundation plates or sills and sleepers
on concrete or masonry which is in direct contact with earth
must be pressure-treated wood or foundation grade
redwood. Wood joists closer than 18", or wood girders or
supports closer than 12" to the ground, must be pressure
treated. [UBC Section 2317.4]
5. Anchor Bolts and Footing Sills. All sills must have full
bearing on the footing wall or slab and must be bolted to the
foundation with 1/2" nominal diameter steel bolts embedded
at least 7" into the concrete or reinforced masonry or 15"
into unreinforced grouted masonry. Bolts must be spaced
not to exceed 6' on center. There must be 2 bolts per piece .
with bolts not over 12" from cut end of sills. [UBC Section
1806.6]
6. Underfloor Vents. Underfloor areas must be ventilated by
openings in foundation walls. Wall openings must have a
net area of not less than 1 sq. ft for each 150 sq, ft of
underfloor area. Openings must be arranged to provide
cross ventilation and must be covered with corrosion-
resistant wire mesh with openings of 1/4-inch in dimension.
[UBC Section 2317.7].
7. Underfloor Access. Underfloor areas must be provided
with an unobstructed crawl hole not less than 18" x 24".
Openings must be effectively screened or covered. [UBC
Section 2317.3].
II. WOOD FR.A.hnNG
1. Lumber. All joist, rafters, beams, and posts 2" to 4" thick
must be No. 2 Grade Douglas Fir-Larch or better. All posts
and beams 5" and thicker must be No. 1 Grade Douglas Fir-
Larch or better. (See item 13 in this section for lumber
grading requirements for studs.)
2. Wall bracing. Every exterior wood stud wall and main
cross partitions must be braced at each end and at least at
every 25 feet of length with I x 4 diagonal let-in braces o:
• equivalent [UBC Section 2326.11.3,2326.11.4, Table 23
I-W].
3. Lateral Support Floor joists ancLrafters more than 10" u
depth and spanning more than 8 feet must be supportec
laterally by bridging or solid blocking at intervals nc
exceeding 8 feet. [UBC Section 2306.7].
4. Blocking. Provide blocking at ends and at supports of floo
joists, and for rafters at exterior walls. "[UBC Sectio
2326.8.6].
5. Roof Blocking. Provide 2" full depth solid blocking t
ridge line and at exterior walls on trussed roofs. [UB(
Section 2326.12.8].
6. Double Joists. Floor joists must be double under bearin
partitions running parallel with the joists. [UBC Sectio
2326.8.5].
7. Rafter Purlin Braces. Purlin braces shall be not less tha
45 degrees to the horizontal. [UBC Section 2326.12.7].
8. Rafter Ties. Rafter ties must be spaced not more than
feet on center where rafters and ceiling joists are n^
parallel. [UBC Section 2326.12.6].
9. Clearance. Provide 1/2" minimum clearances between tc
plate of interior ngn-bearing partitions and bottom chord <
trusses.'
10. Top Plate. Provide double top plate with minimum 48" 1:
splice. [UpC Section 2326.11.2].
11. Nailing." Nailihg-shall be in-compliance with' UBC Tat
23-I-Q. A copy of this table is reproduced on page 4.
12. Fire Blocks; Fire blocks must be provided for walls
ceilings, floor levels and concealed spaces at 10' c
horizontally. [UBC Section 708.2.1].
13. Studs. In one and two story buildings, studs for exter
walls and interior bearing walls must be not less than 2">
at 16" o.c. Studs for interior non-bearing partitions may
2"x3" at 16" o.c. Studs 2" to 4" thick, 2" to 4" wide and
more than 8 feet long must be "stud grade" Douglas
Larch or better when supporting not more than one fl
and a roof. Studs for beaaring walls must not exceed 8 1
in height. [UBC Section 2326.11.1, Table 23-I-R-3].
14. Laminated Wood. An AITC Certificate of Conforme
for glued laminated wood members must be given to
if/96 CM
1 of 9
III.
1.
Building Inspector prior to their installation. [UBC Section
2305].
GENERAL MATERIAL SPECIFICATIONS.
Mortar Mix. Mortar to. be used for construction of
masonry walls, foundation walls and retaining walls must be
1800 psi minimum and may consist of; I part Portland
cement, 3 1/2 parts sand, and 1/4 part hydrated lime or lime
putty. Plastic cement may be used with 1 part'plastic
cement to 2 1/4 to 3 parts sand. [UBC Table 21-A, UBC
Standard 21-15]
Grout Mix. The mbc for the grout may be: 1 part Portland
cement, 3 parts sand, 1/10 part hydrated lime or lime putty,
I to 2 parts pea gravel (3/8" ma.ximum). Water added to
pouring consistency 'without segregation of grout
constituents. [UBC Table 21-B] The use of plastic cement
is not allowed for grouL [UBC Section 2103.5]
Masonry. The masonry units must comply with ASTM
Spec. C90-75, Grade N for hollow unit concrete blocks.
[UBC Standard 21-4]
Structural Steel. Steel used as structural shapes such as
wide flange sections, channels, plates and angles must
comply with ASTM Spec., A-36. Pipe columns must
comply with ASTM Spec. A-53. [UBC Standard 22-1].
IV. ROOFING AND WEATHERPROOFING.
1. Wood Siding. All wood siding must be placed over an
approved, weather-resistive barrier. [UBC Section 1402.1]
2. Flashing Around Openings. Every opening in any exterior
wall must be flashed with sheet metal or waterproof
building paper. [UBC Section 1402.2. Building Newsletter
17-2]
3. Roof Covering. Mineral-surfaced, built-up roofing must
not be installed on roof having a pitch greater than 3 inches
to 12 inches. The following are minimum pitches:
composition shingles: minimum 2 inches to 12 inches;
wood shingles: minimum 3. inches to 12 inches; wood
shakes: minimum 4 inches to 12 inches; roofing tile:
minimum 2'/i inches to 12 inches; clay or concrete roofmg
VI. TABLES
4.
tile: minimum 4 inches to 12 inches. Wood shingles and
wood shakes must be pressure-impregnated with chemicals
to obtain a Class C rating. [UBC Section 1504 and Tables
15-B-l, 15-B-2, and 15-D-l]
4. Weep Screed. A weep screed must be provided at the
foundation plate line for all weather-exposed exterior stud
walls finished on the exterior with stucco. [UBC Section
2506.5]
5. Basement Walls. Basement foundation walls below grade
must be damp-proofed on the outside. [UBC Section
1402.4]
V. GENERAL
1. Attic Access. Attic areas over 30" high must be accessibh
by an opening not less than 22" x 30". With a furnace in th'.
attic, the opening must not be less than 30" x 30". [UBC
Section 1505.1, UMC Section 319.3]
2. Shower Enclosures. Shower walls must be finished to :
height of 70" above the drain inlet with a smooth, hard, non
absorbent surface. [UBC Section 807.1.3]
3. Electric Meter Enclosure. Contact San Diego Gas I
Electric Company, Customer Extension Pl^in,
Department, for meter location. All wiring must compl;
wiA the 1993 National Electrical Code.
4. Smoke Detectors. In new construction, smoke detector
must receive their primary power from the building wirin
when such wiring is served from a commercial sourer
Smoke detectors may be battery-operated when installed i
existing buildings, buildings without commercial power, c
building wfrich undergo alterations, repairs or addition
regulated by UBC Section 310.9. In dwelling units,
detector shall be installed in each sleeping room an
centrally located in the corridor or area giving access t
each separate sleeping area, in each story and in tl-
basement Where the ceiling height of a room open to tl
hallway serving the bedrooms exceeds that of the hallwE
by 24" or more, smoke detectors shall be installed in tl
hallway and the adjacent room. Detectors shall sound i
alarm audible in all sleeping rooms. [UBC Section 310.
TARI F. iS.T.n FOIjNDATIONS FOR STUD BE.\RING WALLS. MINIMUM REQUIREMENTS'-" =====.
Number of Floors Supported
by the Fourtdation'
Thickness of Foundation Wall finches)Width of Footing
(inches)
Thickness of Footing
(inches)
Depth Below Undisturbed
Ground Surface (inches)
Concrete Unit Masonry
1 6 6 12 6 12
2 8 8 IS 7 18
3 10 10 18 ,8 1
Where unusual conditions or frost conditions are found, footings and foundations shall be as required in Section 1806.1.The ground under the noor may be excavated to the elevation ofthe top of the footing. . T .. . , u .j i. u i .ks. .nrf ihr footlnas shal
'Interior stud bearing walls may be supported by Isolated footings. The footing width and length shall be nvlce the width shown in this tabl
'FoundMbM ma^s^^lj^^^^ the stipulated number of Hoors. Foundations supporting roofs only shall be as required for supporting one Hoor.
4/96 CM
2 of 4
table zh-q nailing schedule
CONNECTION NAILING'
1. Joist to sill or girder, toenall 3-8d
1 Brideing to joist, toenaii each' end 2-8d
1 1 "x6" subfloor or less to each Joist, face nail 2-8d
4 Wider than l"x6" subfloor to each joist, face nail 3-8d
S 2" subfloor to joist or girder, blind and face nail ; — 2-16d
6. Sole plate to joist or blocking, typical face nail
Sole plate to joist or blocking, at braced wall panels
16d at 16" o.c.
3-16d per 16"
7. Ton plate to stud, end nail 2.16d
8. Stud to sole plate 4-8d, toenall or 2-16d, end [iall
9. Double studs, face nail 16dat24*o.c.
10. Doubled top plates, typical fbcc nail
Doubled top plates, lap splice
16d at 16' o.c.
8Tl6d
"11. Blocking between Joists orraf^rs to top plate, toenaii 3-8d'
12. Rim joist to top plate, toenall 8d at 6" o.c.
13. Top plates, laps and intersections, face nail 2-16d
14. Continuous header, two pieces 16d at 16'o.c. along each edge
15. Ceiling joists to plate, toenall 3-8d
16. Continuous header to stud, toenall 4-8d
17. Ceiling joists, laps over partitions, face nail 3-I6d
18. Ceiling joists to parallel raAeis, face nail 3-16d
19. Rafter to plate, toenall 3-8d
20. 1" brace to each stud and plate, face nail 2-8d
21. rx8" sheathing or less to each bearing, face nail 2-8d
22. Wider than l"x8" sheathing to each bearing, face nail 3-8d
23. Built-up comer studs 16dat24"o.c.
1 n 24. Built-up girder and beams 20d at 3V O-C- top and bottom and staggered 2-20d at ends and at each splice
25. 2" planks 2-16d at each bearing
26.Wood strucmral panels and partlcleboard:^
Subfloor, roof and wall sheathing (to fhuhing):
Vi" or less
9/32"-y4*
%"-l"
\W-VA'
Combination subfloor-underia>'ment (to fiaming):
'/«" and less
%"-l"
VAT-VA'
6d'
8d* or 6d'
ScP
lOd* or 8d'
6d*
8d'
10d'or8d'
27. Panel siding (to framing):
W or less
W
6d'
StP
28. Fiberboard sheathing;'
V5"
25/32"
No. 11 ga.'
6d'
No. 16ga.'
No. 11 ga.'
8d'
No. 16ga.'
29. Interior paneling
1/4"
Vi"
4d'
6d'
r n
4/96 CM
table 23-I-Q NAILLNG SCHEDULE (CONTINUED)iCommon or box rialli may b« used except where oihcnvlsc stated. . c -.i «• ..
-Is soaced at 6 Inches on center at edges. 12 inches at intermediate supporU except 6 inches at ali supports where spans are 48 inches or more. For nailing of woodstructural pane! and particleboard diaphragms and shear walis, refer to Section 2314 J. Naiis for wall sheathing may be common, box or casing.'Common or deformed shank.
'Common.
^Deformed shanJc.
'Corrosion-resistant siding or casing.naiis conforming to the requirements of Section 2325.1
'Fasteners spactd 3 inches on center at exterior edges and 6 inches on center at intermediate supports."Corrosion-ittistant roofing.naiis with 7/16-inch-diametcr head and P/i-inch length for iVinch sheathing and I'/.-inch length for 25/32-inch sheathing conforming to the
' JcoaosTon-'rK^ nominal 7/i6-inch crosvn and 1 Winch length for Winch sheathing and IWinch lengthjor 25/32-inch sheathing conforming to the
•^and w^ports at 16 inches [20 inches if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails spaced 6 inches on panel edges,
12 inches at intermediate supports.
"Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
TABLE 23-I-S-l - ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING ANT) SINGLE-FLOOR GRADE CONTINUOUS
OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS'-*
Sheathing Grades RooP Floor*
Paiwl Span Rating Panel Maximum Span (inches)Load' (pounds persq.ft)Ma.ximum Span pnchcs)
RooCTioor Span
Thickness (inches)
With Edge
Support*
Without Edge
Support
, Total
Load
Live Load
12/0 5/16 12 12 40 '30 0
16A)5/16,H 16 16 40 30 0
20A)5/l6,W 20 20 40 30 0
24/0 W.7/16,'A 24 20'40 30 0
24/16 7/16,'A 24 24 50
/
40 16
32/16.l5/32,Wi4 32 28 40 30 16*
40/20 19/32,W,y^,'A •40 32 40 n 30 . 20"
48/24 23/32,'/4,'A 48 36 45 35 24
54/32,'A.1 54 40 45 35 32
60/48 '/4.1.1V4 60 48 45 35 48
Singie-Floor Grades RooP Floor*
Panel Span Rating
(inches)
Panel Thickness
(inches)
Maximum Span (inches)Load' (pounds per sq.fL)Ma.ximum Span fmches)
With Edge
Support*
Without Edge
Support.
Total
Load
Live Load
16 oc Vil9/32,W 24 24 50 40 16'
20 oc 19/32.5VV4 32 43 40 30 20*''
24 oc 23G2,'/4 48 36 35 25 24
32 oc Wl 48 40 50 40 32
48 oc 1 3/32, 1%60 48 50 50 48
'Applies to panels 24 inches or wider. .
=Floor and roof sheathing conforming with this table shall be deemed to meet the design criteria of Section 23-1.
'Uniform load deflection limitations 1/180 of span under live load plus dead load, 1/240 underlWe load only. ,, i or t>A inches of appro'
*Pa.-iei edges shall has-e approved tongue-and-groove Joints or shall be supported with blocking unless /«-inch minirnum - • 100 ooueeiiuiar or lightssxight concrete is pia«d over the subfioor. or finish floor is 'Winch wood strip. Allowable uniform load based on deflection of 1/360 of span u 100 pou
per square foot (psO except the span rating of 48 inches on center is based on a total load of 65 psf.
'Allowable load at maximum span. <»i .i... ——nirri inmher blockina
Tongue-and-groove edges, panel edge clips [one midway betsveen each support, except ^vo equally spaced between supports 48 inches on center], lumb
ot.her. Only lumber blocking shall satisfy blocked diaphragms requirements.
'For 'A-inch panel, maximum span shall be 24 inches.
•May be 24 inches on center where Vi-inch wood strip flooring is installed at right angles to Joist.
•May be 24 inches on cen(er for floors where i'A inches of cellular or lightweight concrete is applied over panels.
il/96CM
U. nf U
Carlsbad 98-4292
12/15/98
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.; 98-4292
PREPARED BY: Mike Puckett DATE: 12/15/98
BUILDING ADDRESS: 2726 Femglen Rd.
BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN
BUILDING PORTION BUILDING AREA
(ft.^)
VALUATION
MULTIPLIER
VALUE 1
($)
Int. Room Addition 493 Citv Value 12,792.00
Air Conditioning •
Fire Sprinklers
TOTAL VALUE 12,792.00
□ 1994 UBC Building Permit Fee ® BIdg. Permit Fee by ordinance: $ 139.83
□ 1994 UBC Plan Check Fee B plan Check Fee by ordinance: $ 90.89
Type of Review: □ Compietd Review □ Structural Only □ Hourly
I I Repetitive Fee Applicable [U Other:
Esgll Plan Review Fee: $72.71
Comments:
Sheet 1 of 1
macvalue.doc 5198
PiANNING/ENGINEERlNG APPROVALS
PERMIT NUMBER CB 9.6^9^DATE
ADDRESS
RESIDENTIAL TENANT IMPROVEMENT
RESIDENTIAL ADDITION MINOR
(<$10,000.00)
PLAZA CAMINO REAL
CARLSBAD COMPANY STORES
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
other
PLANNER DATE
ENGINE DATE
DocsMsforrm/Plannlng Engmeertog Approvals
PLANNING DEPARTMENTBUILDING PLAN CHECK REVIEW CHECKLIST
^ Address^one_yi 91^436-1161. ex'iension
Plan Check No
Planner
APN:
Type of ^mect & Use:
General Plan:
CFD fin/niitl if
Cirdo One _Date of partic
im
ipation:
Net Project Density
_ Facilities Management Zone:du/a;
Remaining net dev acres:
(For non-residential develooment- Ts»iie» i _ithis pennit:_ "veiopment. Type of land used created by
)
Lewntt' ^ Item Complete
Environmental Review Required: YES
DATE OF COMPLETION:
Item Incomplete - Needs your action
__ NO TYPE
□ □
TYPE
Compliance with conditions of approval? H nntConditions of Approval: conditions which require action.
Discretionary Action Required:
APPROVAL/RESO. NO.PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions or approval? If not I~ !Conditions of Approval: conditions which require action.
ID D Zone Assessmem/ComplianceProject site located in Coastal Zone? YES N(^CA Coastal Commission Authority? YES Mn
200. San Diego CA 82™r725fS?r521-M36" 1 Cemino Del Rio North, SuiteDetermine status (Coastal Permit Required or Exemptl-
oastal Permit Determination Log ff:
Follow-Up Actions:
1) Stamp Building Plans as "Exemof nr -r« ^ i rsFloor Plans). Coastal Permit Required" (at minimum2) Compiete Coastal Permit Determination Log as needed.
tn n Inclusionary Housing Fee required: YES
f^ffeCTlUA nilTA nf 1-1^ i-v L(Effective date of Inclusiorury Housing Ordinance - May 21 NO, 1993.)
Data Entry Completed? YES NO
(Enter CB #; UACT; NEXT12; Cormruct fiouatng Y/N; Enter Fee Amount (See fee <ehi<n..u> , o
" lijoo Tee scnedule tor amount" Return
Site Plan:
n n 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow
property lines, easements, existing and proposed structures, streets, existing
street improvements, right-of-way width, dimensional setbacks an(d existina
topographical lines.□ n 2. Provide legal description of property and assessor's parcel number.
□
Zoning:
d] n 1 • Setbacks:
Front:,
Interior Side:
Street Side:
Rear:
Required
Required
Required
Required
Shown
Shown
Shown
Shown
□HD n 2. Accessory structure setbacks:
Pront: Required
Interior Side: Required
Street Side: Required
RequiredStructure separation: Required
□ □ □ 3. Lot Coverage:
□ □ □ 4. Height:
Required
Shown
Shown
Shown
Shown
Shown
Required
□ □ □ 5. Parking: Spaces Required
Guest Spaces Required
Additional Comments
^ r. J-^ L X ■
Shown
Shown
Shown
Shown
OK TO ISSUE AND ENTEREb APPROVAL INTO COMPUTER
DATE
lATES
CONS
14401 Sylvan St., Suite 209
7332 Bolero Street
Van Nuys; CA 91401
La Costa, CA 92009
(818) 786-3387 Fax: (818) 786-0218
(760) 431-6251 Fax: (760) 431-8246
2726 Fern Glen Road Carlsbad
Workman - l-Deal Construction
interior Alterations
»>
JOB NUMBER: 98.257
11/27/98
Sheet 1
2-ST0RY= LOADS (Existing])
\ . :LOADS (PSF)DEAD LOAD LIVE LOAD TOTAL LOAD
ROOF
Roofing
Sheathing
Rafters
Drywall
10.0
1.5
2.5
18.0
H'' -
1'6.0 34.0
Beam 2.0 ^20.0
•
16.0 36.0
2ND FLOOR
Finish Floor
Subfloor
Joist
Celling
2.5
2.5
5.0
14.0 40.0 54.0
PARTITION 14.0
I
SOIL; 1000 psf @12' Into Natural Ground
i
t
WIND: 1.13x1.3x12.6x1 =18.5 psf
SEISMIC: (0.4x1 x2.75)/6 = 0.183 Wdi
a U2Ji^
ASS0CIATES& NC. ICONSiiTirji STBla^RAiJgl^(^EERS
14401 Sylvan St., Suite 209
7332 Bolero Street
Van Nuys, GA 91401
La Costa, GA 92009
(818) 786-3387 Fax; (818) 786-0218
(760) 431-8251 Fax: (760) 431-8246
2726 Fern Glen Road Carlsbad
Workman - l-DeaJ Construction
Interior Alterations
JOB NUMBER: 98.257
11/27/98
Sheet 2
»> Check Existing 6"x 12" Fioor Bm TL=50x25/2=625 pit
Existing TL to existing 4-2x10
=34x11+14x10+14x8+20=650 pif
Pt TL=650x13/2=4225#
LL=16x11=176 pif Pt LL=176x6.5=1144#
LL=40x12.5=500 pif
FLOOR BEAM Length = 6.00'
LOAD TYPE LOCATION TOTAL LOAD LIVE LOAD DEAD LOAD
Uniform
V 625.0 ib/ft 500.0 ib/ft 125.0 ib/ft
Concentrated 3.00'4225.0 ib 1144.0 ib 3081.0 ib
maxR^ = [( 6.00X 125.0)] + 4225.0 - {[ 3.00x( 6.00X 625.0)] + [ S.OOx 4225.0]} / 6.00= 3987 lb.
maxRg = {[ 3.00x( 6.00x 625.0)] + [ 3.00x 4225.0]} / 6.00= 3987 lb.
= ( 3987X 3.00) - 625.00x( 3.00- 0.00)^/2= 9150 Ib.-ft. ( 3.00' from R.,)
D.F.- Larch #1
K ,:-n_ o:DL= 3401.56) / (85) = 60.03 in.''
S,:TLa:DL= ( 9150.00x12) / (1350 X 1.00) = 81.33 in.®
240
240
I/.-TL o:DL
' l:DL c:TL
29559.2 X 144 X (240/ 6.001
1600000
15973.9 X 144 X (240/ 6.001
,r 1600000
13585.5 X 144 X (360/ 6.001
1600000360 ' i:LL o:0 "
D.F.- Larch
f^i:TLo:DL= ^X ( 3401.56) / ( 85) = 60.03 in.
= 106.41 In.'* (Max. A at 3.00^
= 54.12in.'*(Max.Aat 3.OO0
= 69.05 in.'* (Max. A at 3.00^
240
±
240
J_
360
^ /:TL c:DL-
' l:TL c:DL =
' hDL c:TL =
=
' hU. c:0 -
( 9150.00x12)/(1600x1.00)= 68.62 in.=
29559.2 X 144 X (240/ 6.001
1600000
15973.9x144 X (240/ 6.001
1600000
13585.5 X 144 X (360/ 6.001
1600000
= 106.41 in.'* (Max. A at ,3.00')
= 48.43 in.'* (Max. A at 3^
= 61.781
C^CtODIUM„ AS^IAT^gNC. 4^^
CONSaiTiriS STFiieiitRAL^^eW^EERS
'
14401 Sylvan St., Suite 209
7332 Bolero Street
"'jOiuj''
Van Nuys, CA 91401
La Costa, CA 92009
(818) 786-3387 F^: (818) 786-0218
(760) 431-8251 F^: (760) 431-8246
2726 Fern Glen Road Carlsbad
WorlOTan - l-Deal Construction
interior Alterations
JOB NUMBER: 98.257
11/27/98
Sheet 3
»> Check Existing G-x 12" Fioor Bm TL=5Qx25/2=625 pit
Existing TL to existing 4-2x10
=34x11+14x10+14x8+20=650 pif
Pt TL=650x13/2=4225#
LL=16x11=176 pit Pt LL=176x6:5=1144#
LL=40x12.5=500 plf
FLOOR BEAM Length = 6.00'
Existing : 6"x 12" D.F.- Larch #1 OK
•i iilt ASS0plATE§'fl1NC.
CONStlLTirfe STBlaeiURAlifeNtalllEERS
14401 Sylvan St., Suite 209
7332 Bolero Street
Van Nuys, CA 91401
La Costa, GA 92009
(818) 786-3387 Fax: (818) 786-0218
(760) 431-8251 F^: (760) 431-8246
2726 Fern Glen Road Carlsbad
Workman - 1-Deal Construction
Interior Altenations
»> Check Existing 6"x 12" Floor new Ld
Existing TL to existing 4-2x10
=34x11+14x10+14x8+20=650 pif
Pt TL=650x4/2=1300#
LL=16x11=176 pIf R LL=176x2=352#
JOB NUMBER: 98.257
11/27/98
Sheet 4
TL=54x16/2=450plf LL=40x8=320plf
FLOOR BEAM Length = 13.00'
LOAD TY:PE LOCATION TOTAL LOAD LIVE LOAD DEAD LOAD
Uniform 450.0 lb/ft 320.0 lb/ft 130.0.lb/ft
Concentrated 10.50'1300.0 1b 352.0 lb 948.0 lb
= ( 31 75x 7.05) - 450.00x( 7.05- 0.00f/2= 11201 Ib.-ft. ( 7.05' from R^)
maxRi =[(13.00x 130.0)] + 1300.0-{[ 6.50x(13.00x 450.0)]+ [ 10.SOx 1300.0]}/13.00= 31751b.'
r7rax-R2={[6.50x(13.00x 450.0)]+ [10.50x 1300.0]}/13.00= 39751b
/is^ /fl 1
1.5 x( 3553.12)/(85)= 62.70 in.=
( 11200.60x12)/(1350x1.00)= 99.56 In.®
^ l:TL c:DL '•
8l:TL c:DL-
0{II55
D.F.- Larch #1
_L
240
_L
240
_L
360
' l:TL c:OL "
l:DL c-.n. -
I/.-,LL c:0 -
199985.0 X 144 X (240/13.001
1600000
72144.7 X 144 X (240/13.001
1600000
127840.0 X 144 X (360/13.001
1600000
332.28 In.'* (M43(; a at 6.50')
= 112.82 In.^ (Max. A at 6.50')
= 318.62 In."^' (Max. A at 6.50^
D.F.- Larch S.S.
^ /.-7TL c:DL -1.5 x( 3553.12)/(85)= 62.70 ln.=
^i:TLo:DL= ( 11200.60x12)/(1600 X 1.00) = 84.00 10.=^
_L
240
_L
240 ..
X
360
' l:TL o:DL "
' l:DL c:TL
199985.0 Xl 44 X (240/13.001
1600000
72144.7 X 144 X (240/13.001
1600000
I/.-,LL c:0 -
127840.0x144 x 060/13.001
1600000
= 332.28 In.^ (Max. A at 6.50')
= 100.94 In."* (Max. A at 6.50^
= 268.31 In."* (Max. Aat 6.5O0 •
CONS
14401 Sylvan St., Suite 209
7332 Bolero Street
-nisaw-
Van Nuys, CA 91401
La Costa,' CA 92009
(818) 786-3387 Fax; (818) 786-0218
(760) 431-8251 Fax; (760) 431-8246
2726 Fern Glen Road Carlsbad
Workman ~ l-Deal Construction
Interior Atteradons
JOB NUMBER: 98.257
11/27/98
Sheet 5
»> Check Existing 6"x 12' Floor Bm new Ld TL=450 pif LL=320 pif
Existing TL to existing 4-2x10
=34x11 + 14x10+14x8+20=650 pif
Pt TL=650x4/2=1300#
LL=16x11=176 pif Pt LL=176x2=352#
FLOOR BEAM Length = 13.00'
MIn.: 6"x 12" D.F.- Larch #1
\
rt
- Existing -
Min.: 6"x 12" D.F.- Larch #1 OK
. •
V
CONS
14401 Sylvan St., Suite 209
7332 Bolero Street
Van Nuys, CA 91401
La Costa, CA 92009
(818) 786-3387 Fax; (818) 78643218 ■:(760) 431-8251 Fax; (760) ■43i^2H6t-.,
2726 Fern Glen Road Carlsbad
Workman - i-Deal Construction
Interior Alterations
JOB NUMBER; 98.257
11/27/98
»> Check Existing 4'x 10"
TL=54x19/2+17=530 pif LL=40x19/2=380 pif
FLOOR BEAM Length = 7.00'
LOAD TYPE LOCAT ON TOTAL LOAD L VE LOAD DEAD LOAD
530.0 lb/ft I . 380.0 lb/ft I , 150,01J^^,;,.V,
: [(7.00X 150.0)] - {[ 3.50x( 7.00X 530.0)]} / 7.00= 1855 Ibi
: {[ 3.50X( 7.00X 530.0)]} / 7.00= 1855 lb.
= ( 1855x 3.50) - 530.00x( 3.50- 0.00)=/2= 3246 Ib.-ft ( 3.50' from R^)
D.F:- Larch #1
maxR^ ■■
maxRg ■
■■
' l:TL c:DL
' l:TL o:DL
_L
240
_L
240
_L
360
' l:TL c:DL
= 1.5 x( 1534.79)/(95)= 24.23 ln.=
= ( 3246.25x12)/(1000x1.30)= 29.97 In.®
16569.4x144x1240/ 7.001
1700000
OJ _ it' i 7A .'
I/..DL c:TL
' hLL tx-O -
P.P.- Larch
A /:
4689.5 X 144 X (240/ 7.001
1700000
11880.0 Xl 44 X (360/ 7.001
1700000
48.12 In.^ (Max. Aat 3.50Tri&^'v .v
■" 'V.',-= 13.62 in.'* (Ma)c -
' V.' V. I ,-= 51.75 In.'* (Max. A at, 3.50').^.^ ■ -
t " ' 3 7''- -• - ' '
TLo:DL= "I X ( 1534.79)/(95) = 24.23 ln.=
Sf,TLc.oL= ( 3246.25x12)/(1450x1.30)= 20.67 in.'
240
_L
240
_L
360
' hTL o:DL
' hOL c:TL "
' hLL c:0
16569.4 XI44 X (240/ 7.001
1900000
4689.5 X 144 X (240/ 7.001
1900000
11880.0xl44X(360/ 7.001
1900000
= 43.06 in.-* (Max. A at . 3.500 .. .
= 12.19 in."* (Max. Aat 3iO0 .,
= 46.31 '
CONS
14401 Sylvan St., Suite 209
7332 Bolero Street
Van Nuys, CA 91401
La Costa, CA 92009
(818) 786-3387 i=^ (818) 786-0218
(760) 431-8251 Fax; (760) ^i31r8246^;;
2726 Fern Glen Road Carlsbad
Workman - l-Deal Construction
Interior Alterations
JOB NUMBER: 98.257
11/27/98
Sheet 7
»> Check Existing 4"x 10"
TL=?4x19/2+17=530 pit LL=40x19/2=380 pif
FLOOR BEAM Length = 7.00' ':
Existing : 4"x10" D.F.- Larch #1 OK
New post & pad Ht= 9'
TL=530x14/2=3710 # Pad Area= 3710/(1000-150)=4.4 sf
Use 4"x 4" DF-Larch #1 Post 2'6"sq x12" pad
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14401 Sylvan St., Suite 209
7332 Bolett) Street
Van NuySpCA 91401
La Costa, OA 92009
(818) 786-3387 F=^ (818) 786-0218^
(760) 431-8251 Fax: (760) 431-8246 .
2726 Fern Glen Road Carlsbad
Workman - l-Deal Construction
Interior Alterations
»> 3' Stem Retaining
8'+ to Existing Bearing Wall Ftg Bottom of Ftg < 8' to wail Stem
3.00' Stem 6" from Toe, 55 lbs/ft® EFP NO CONrTINUGUS INSPECTION
JOB NUMBER: 98.2^;y.
11/27/98;-V
* Sheetve": 1
Footing M @ Toe Try 2'2'x TO'footing
Force Caic. Vert.fibs.1 Lat.flbs.1
Overturning Moment
2 X 4.00^
Righting Moments
Vertical
Earth 1.00x1 OOx
8" Cone. Block 84 x 3.00
Footing 150x2.17x1.00
55
2x3 X 4.00^
0.25+ 3.00
2
440
■i
147
300
252
1024
Arm (ft.)
1.33
2.17
1.67
0.83
1.08-
M W.-lb.),.-.
318
210
793
RMADTM = 2.35 Centroid = 793/ 1024 = 0.77 fL from Toe (In middle 1/3)
it-
goil Pressure »>Max. Ailowabie Soil Pressure = 1000 psf«<
1024 6x 0.31e= 0.77- 1.08 = -0.31 Max. Soil Press. = (1+ g 17 )= 876 psf
55Sliding Required Resistance = g x 4.00^ x 1.5 = 660 ibs.
Friction = 025x 1024 256
i.i:
Passive = 150x2.33^/2
»> 0.25 Friction
408 »> 150 pcf Passive
664
Key Key =16 in.
Mk«y= 1.do X 0.150 X 1.333^/2+ 2/3 (0.150 X 1.3^)12 = 0.22 ft-Wps
A3 = 0.22/(1.44x9) = 0.02 in®
CONSilLTliG S INEERS
-14401 Sylvan St., Suite 209
7332 Bolero Street
Van Nuys.CA 91401
La Costa, OA 92009
(818) 786-3387 Fax: (818) 786-0218
(760) 431-8251 Fax: (760) 431-8246
2726 Fern Glen Road Carlsbad
Workman - l-Deal Construction
Interior AftaaHons
I
»> 3' Stem Retaining
8'+ to Existing Bearing Wall Ftg Bottom of Ftg < 8' to wall Stem
Stem Try 6" Cone. Block d = 5.0° Rebar:#3 @ 24"
JOB NUMBER: 98.257
11/27/98
Sheet 9
_CL1»> fm=1500, n=25.8, F3= 20000, np= 25.8 X 12 x 5.0 =0.024, 2/l<= 10.95, j=i 0.93
55.
M= 0,(3.00)^= 247ft.-lb.
A.=
247x12
20000 X 0.93 X 5.0 = 0.032 in.'
n " If:': f
v= 2 (3.00)2= 247lb./ft.
_24Z_
^v= 12.0x0.93x 5.0 = 4.4psl [F^ = 19.4]
= 108.4psi [Ft, = 250]fb =
247x12x10.95
12 X 5.0 X 5.0
vii \
3CB 36
3.00'Ht @ Application 55 pet EFP *" NO CONTINUOUS INSPECTION ***
2' 2° X 1' 0" with Stem 6" from Toe Use 3^' x1 '0° Footing . :
Key =16" OK to delete key with 4" min concrete floor slab
8° Cone. Block, d = 5.0", Min. Rebiar. #3 @ 16", 1000 psf Soil Pressure,
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ASSOCIATES, NO.
CONSULTING STRaGT^URAli EfsTGiNEERS
14401 Sylvan St., Suite 209 Van Nuys, CA 91401
7332 Bolero Street La Costa, CA 92009
(818) 786-3387 Fax: (818)-786t0"218
(760) 431-8251 Fax: (760) 431^246
2726 Fern Glen Road Carlsbad
Workman - l-Deal Construction
Interior Alterations
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JOB NUMBER: 98.257
.11/27/98
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