HomeMy WebLinkAbout2635 CREST DR; ; CB020942; Permit10-18-2002
Job Address
Permit Type
Parcel No
Valuation
Occupancy Group
# Dwelling Units
Bedrooms
Project Title
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Residential Permit Permit No CB020942
Building Inspection Request Line (760) 602-2725
2635 CREST DR CBAD
RESDNTL Sub Type
1561523000 Lot#
$14,729 00 Construction Type
Reference #
0 Structure Type
0 Bathrooms
SUFFREDINI-RAD 143 & BAYWINDOW
RAD
0
NEW
Status
Applied
Entered By
Plan Approved
Issued
Inspect Area
Orig PC#
Plan Check*
ISSUED
03/28/2002
JM
10/18/2002
10/18/2002
Applicant
CORSCO JOE
4924 PARK DRIVE
CARLSBAD CA 92008
760-434-3802
Owner
SUFFREDINI PETER J&JOAN £9084 10/18/02 0002 01
CGF"2635 CREST DR
CARLSBAD CA 92008
02
159.6ft
Total Fees $249 48 Total Payments To Date $89 82 Balance Due $15966
Building Permit
Add'l Building Permit Fee
Plan Check
Add'l Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park in Lieu Fee
Park Fee
LFM Fee
Bridge Fee
Other Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'l Renewal Fee
Other Building Fee
Pot Water Con Fee
Meter Size
Add'l Pot Water Con Fee
Reel Water Con Fee
$13819
$000
$8982
$000
$000
$1 47
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
Meter Size
Add'l Reel Water Con Fee
Meter Fee
SDCWA Fee
CFD Payoff Fee
PFF
PFF (CFD Fund)
License Tax
License Tax (CFD Fund)
Traffic Impact Fee
Traffic Impact (CFD Fund)
Sidewalk Fee
PLUMBING TOTAL
ELECTRICAL TOTAL
MECHANICAL TOTAL
Housing Impact Fee
Housing InLieu Fee
Master Drainage Fee
Sewer Fee
Additional Fees
TOTAL PERMIT FEES
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$2000
$000
$000
$000
$000
$000
$000
$249 48
/
Inspector
FINALAPPR
Date -^ *" 'Clearance
NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave , Carlsbad, CA 92008
PROJECT INFORMATION
Cre-sV
FOR OFFICE USE ONLY
PLAN CHECK NO
EST VAL
Plan Ck Deposi
Validated
Date
1JKA //"
Address (include Bldg/Suite #)Business Name (at this address)
Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units
Assessor's Parcel #Existing Use 01 0*'
Description of Work i SO. FT
*' f>-t;t£^€|O' fO$d^ dd.o.M"ip jr\ uJfth _pa'
:2 __CONTACT PERSON;(ff different from applicant) !; *
fork Dr.
#of Stories
ayp///A3 sa fr""-
# of Bedrooms #"of Bathrooms
Name Address City
dkPontractor • d Agentifpr Contractor downer d Agent for Owner*"
State/Zip Telephone ff
Name
[4 PROPERTY OWNER
Address City State/Zip Telephone #
Name Address City State/Zip Telephone #
IS""" cMfrWiCTbW^CbMP^NY'"NAME':"'' " {; «->•*!*>••- • — _ :"i5-' ":"' ":'~.-, .;;..","./ :'^L -TS--
(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 is licensed pursuant to the provisions of the Contractor s License Law
[Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Codel or that he is exempt therefrom, and the basis for the alleged
exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500D
Name
State License #
Address
License Class
City State/Zip
City Business License #
Telephone #
Designer Name Address City State/Zip Telephone
State License #
j6H|WORKERS';COMPENSATION . :.y;.- •7^, C. "I-.,.. .;3" .. /-Tv: . ':""!' ... "".""'.'... ..:... ,.. "~'.:. """•'. """ ' . " ::
Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations
[~l 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
G 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 worker's compensation insurance carrier and policy number are
Insurance Company Policy No Expiration Date
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS)
[3 CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensation Laws of California
WARNING Failure to secure workers' compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees
SIGNATURE DATE
•7' OWNER-BUILDErVDECLARATION " .. . T - , ^'. f'f, • Jji ••.;;•, y-
I hereby affirm that I am exempt from the Contractor's License Law for the following reason
JES I, as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale
(Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does
such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is
sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale)
^S^ 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)
l~l I am exempt under Section Business and Professions Code for this reason
I personally plan to provide the major labor and materials for construction of the proposed property improvement J^_YES flNO
I (have/ have not) signed an application for a building permit for the proposed work
I have contracted with the following
V
erson (fiu
a V
to provide the proposed constru
Lr Jr T)«-
ion (include name / address / phone.nu
'
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
number / 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 / address / phone number / type
of work) _,
PROPERTY OWNER SIGNATURE DATE
jlslSECTlbN FOR NON-RESIDENTIAL BUILDINt^ERMITS ONLY" ..Jf
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? l~1 YES l~l NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' d YES
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' d YES d 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
NO
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code)
LENDER'S NAME LENDER S ADDRESS
CERTIFICATION :' -vtf;":: rCtr ' ' . ' " '""'^ " ' ' '•'JiU "7 -v^
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all
City ordinances and State laws relating to building construction I hereby authorize representatives of the 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 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'S SIGNATURE >^CM>Q__vX«^_/-/-Vfi. o4jUOL-*-> DATE T^l^lX I O"Z-
TE File YELLOW Applicant PINK Finance
City of Carlsbad Bldg Inspection Request
For 04/30/2003
Permit* CB020942
Title SUFFREDINI-RAD 143 & BAYWINDOW
Description
Inspector Assignment PD
Type RESDNTL Sub Type RAD
Job Address 2635 CREST DR
Suite Lot 0
Location
APPLICANT CORSCOJOE
Owner SUFFREDINI PETER J&JOAN E
Remarks CALL WITH ETA
Phone 7608223802
Inspect
Total Time
CD Description
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Requested By JOE
Entered By CHRISTINE
Act xi Comment
Associated PCRs/CVs
Inspection History
Date Description Act Insp
03/19/2003 17 Interior Lath/Drywall AP PD
03/17/2003 16 Insulation AP PY
03/07/2003 34 Rough Electric WC PY
03/07/2003 84 Rough Combo PA PY
02/04/2003 14 Frame/Steel/Bolting/Weldmg WC PD
02/04/2003 83 Roof Sheathing/Ext Shear AP PD
01/23/2003 14 Frame/Steel/Bolting/Weldmg PA PD
01/14/2003 11 Ftg/Foundation/Piers AP PD
12/12/2002 11 Ftg/Foundation/Piers CO SR
Comments
NEED TEMP GLASS GROUND METAL BOX TIGHTEN SIMPSON
BOLTS
FLR FRAME
GROUT
STEEL OK/NEED HARDWARE IN PLACE AND SPECL INSP REPORTS
c T E:ONSTRUCTION 1.ESTING & JLNG1NEER1NG, INC.
ESCOND1DO • TRACY • CORONA • OXNARD • LANCAS1ER • SACRAMENTO
INSPECTION REPORT PAGE orPAGE
C I L JOH # jO -
f
"pROJLCI NAME Z5,,,c , -#?&,*/
ADDRESS 7.03S C.&-~i>r
r7,irr<r^D CA
ARCiimxi p,r_is
ENGINEER 43UW& \ [3 Pi
CON I RAC I OR <To i? rso Cl o A.
INSPEC 1 ION DAI E I "2. / \ 3 / <:
PLAN FILE
BUX; prRMi r c1- t-S <: x 2.0*? *
01 HER
' *\ * S .. . _ nucm?f"rf4"iKi|NaP£C 1 1UIN
<~ _ .^ «'»O T fc = = 7 / SJ rviMPRFTF
/• "> MASONRY
( )PTCONC
Jfi ~ (-) «• <_& = /W ( ) FIELD WELD
^ST- () SHOP WELDING
;7_ ( ) PILE DRIVING
( ) BATCH PLANT
V^ ()EXP. ANCHOR
•(M OTHER (2c6A^
REPORT rf
MATERIAL IDENTIFICATION
CONC MIX»/PSt 3<? ((C,i4O /3CO0/
GROUT MIX#/PSI
MORTAR TYPE/PSI
REBAR GRADE /?^-/5/db/7 ^«^/
STR STEEL
H S BOLT
MAS BLOCK
ELECTRODE
MATERIAL SAMPLING
(V) CONCRETE ( ) MORTAR ( ) GROUT
( ) STRUCTURAL STEEL ( ) BOLTS
( ) FIREPROOFING ( ) MASONRY BLOCK
INSPECTION PERFORMED, JOB PROBL PROGRESS, WORK REJECTED, REMARKS
Ai _~^r 7-5:
? S".
O O V
Certification of Compliance: All work, unless <
the uniform building code.t with the approved plans and specifications and
v!>NAME (PRINT)
CERPII-ICAnONNO Q
SIGNATURE ^ /..j
7
CEOTECHNICAL& CONSTRUCTION ENGENEERING TESTING & INSPECTION
2414 VINYARP AVKNUi;, SUITE G. ESCONDIDO, CA92029 (760) 746-4955 FAX (760) 746-9806
EsGil Corporation
In Partnership with Government for Building Safety
DATE 1O/14/O2 a APPLICANT
JURISDICTION Carlsbad Q PLAN REVIEWER
a FILE
PLAN CHECK NO 02-942 SET IV
PROJECT ADDRESS 2635 Crest Dr.
PROJECT NAME Peter Suffredine Residential Addition
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
1 The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck
The check list transmitted herewith is for your information The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person
| | The applicant's copy of the check list has been sent to
Esgil Corporation staff did not advise the applicant that the plan check has been completed
Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Telephone #
Date contacted (by ) Fax #
Mail Telephone Fax In Person
REMARKS The item clouded in red on sheet 1 of the plans must be made to the city set
of plans consistent with the engineer's design.
By Chuck Mendenhall Enclosures
Esgil Corporation
D GA D MB D EJ D PC 10/7/02 trnsmtldot
\\\ Corporation
In Partnership with Government for Building Safety
DATE 9/16/02 a APPJJCANT
JURISDICTION Carlsbad a PrANTREVIEWER
a FILE
PLAN CHECK NO 02-942 SET III
PROJECT ADDRESS 2635 Crest Dr.
PROJECT NAME Peter Suffredine Residential Addition
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck
The check list transmitted herewith is for your information The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person
The applicant's copy of the check list has been sent to
Joe Corsco
4924 park Dr, Carlsbad, CA 9<2 oo&-
Esgil Corporation staff did not advise the applicant that the plan check has been completed
Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Joe Corsco Telephone # (760) 434-3802
Date contacted ^ji 7/02. (by v*—) Fax #
Mail v—Telephone—^" Fax In Person
REMARKS
By Chuck Mendenhall Enclosures
Esgil Corporation
D GA D MB D EJ D PC 9/10/02 tmsmtldot
9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576
Carlsbad 02-942
9/16/02
1 Please make all 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 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
14 Provide calculations for mam vertical and horizontal framing members and
footings Section 106 3 3 This applies to the existing 4X8 & 4X10
beams supporting the existing and new roof/deck loads and to the
lateral support of the building using the Simpson Strong walls in
transverse direction and no lateral support in the longitudinal
direction. CALCULATIONS WERE NOW PROVIDED. THE
FOLLOWING APPLY AS A RESULT OF THE CALCULATIONS:
A. BEAM SUPPORT THE CANTILEVERED DECK JOISTS MUST BE 5-
1/4X14. SEE 3 OF THE CALC'S. THE PLANS SHOW A 4X12.
B. THE DESIGN CALC'S DID NOT INCLUDE A JUSTIFICATION FOR
THE SIMPSON STRONG WALLS SHOWN ON THE PLANS.
C. SPECIAL INSPECTIONS REQUIRED FOR ALL FIELD WELDING
AND THE INSTALLATION OF THE A325 HS BOLTS SHOWN IN THE
CONNECTIONS.
D. THE OMRF CONNECTIONS MUST BE DESIGN FOR Q X THE
DESIGN SEISMIC SHEAR AND MOMENT. SEE UBC 2213 6, ITEM 2
SUBMIT REVISED SHOWING THE DESIGN OF THE CONNECTIONS
USING Q. FACTOR AS REQUIRED BY THE CODE.
E. COMPLETE THE ATTACHED CITY SPECIAL INSPECTION
PROGRAM FORM.
• ENERGY CONSERVATION
15 Provide plans, calculations and worksheets to show compliance with
current energy standards The energy design form CF-1R was provided
but the entire computer design energy documents were not
provided. COMPLETE DOCUMENTATION WAS NOT PROVIDED.
Carlsbad 02-942
9/16/02
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
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 Chuck Mendenhall
at Esgil Corporation Thank you
Carlsbad 02-942
9/16/02
City of Carlsbad
Building Department
BUILDING DEPARTMENT
NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION
Do Not Remove From Plans
Plan Check No CB02-942
Job Address or Legal Description 2635 Crest Dr
Owner Sufferedme Address same
You are hereby notified that in addition to the inspection of construction provided by the
Building Department, an approved Registered Special Inspector is required to provide
continuous inspection during the performance of the phases of construction indicated on
the reverse side of this sheet
The Registered Special Inspector shall be approved by the City of Carlsbad Building
Department prior to the issuance of the building permit Special Inspectors having a
current certification from the City of San Diego, Los Angeles, or ICBO are approved as
Special Inspectors for the type of construction for which they are certified
The inspections by a Special Inspector do not change the requirements for inspections by
personnel of the City of Carlsbad building department The inspections by a Special
Inspector are in addition to the inspections normally required by the County Building
Code
The Special Inspector is not authorized to inspect and approve any work other than that
for which he/she is specifically assigned to inspect The Special Inspector is not
authorized to accept alternate materials, structural changes, or any requests for plan
changes The Special Inspector is required to submit written reports to the City of
Carlsbad building department of all work that he/she inspected and approved The final
inspection approval will not be given until all Special Inspection reports have been
received and approved by the City of Carlsbad building department
Please submit the names of the inspectors who will perform the special inspections on
each of the items indicated on the reverse side of this sheet
Carlsbad 02-942
9/16/02
SPECIAL INSPECTION PROGRAM
ADDRESS OR LEGAL DESCRIPTION:
PLAN CHECK NUMBER. OWNER'S NAME:
I, as the owner, or agent of the owner (contractors may not employ the special
inspector), certify that I, or the architect/engineer of record, will be responsible for
employing the special mspector(s) as required by Uniform Building Code (DEC) Section
1701 1 for the construction project located at the site listed above UBC Section 106 3 5
Signed
I, as the engineer/architect of record, certify that I have prepared the following special inspection
program as required by UBC Section 106 3 5 for the construction project located at the site listed
above
Engineer */Architect s Seal & Signature
Signed
1 List of work requiring special inspection-
D Soils Compliance Prior to Foundation Inspection D Field Welding
n Structural Concrete Over 2500 PSI Q High Strength Bolting
CD Prestressed Concrete d Expansion/Epoxy
Anchors
D Structural Masonry D Sprayed-On
Fireproofmg
D Designer Specified D Other
2. Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed
above.
A
B.
C.
3. Duties of the special inspectors for the work listed above-
A
B.
EsGil Corporation
In yartne.Tsfi.ip with government for 'Building Safety
DATE 5/21/02 Q
JURIS
JURISDICTION Carlsbad Q>tWTfEViEWER
a FILE
PLAN CHECK NO 02-942 SET II
PROJECT ADDRESS 2635 Crest Dr.
PROJECT NAME Peter Suffredine Residential Addition
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck
The check list transmitted herewith is for your information The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person
The applicant's copy of the check list has been sent to
Joe Corsco
4924 park Dr, Carlsbad, CA <?2oo&
Esgil Corporation staff did not advise the applicant that the plan check has been completed
Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Joe Corsco (V-H) Telephone # (760) 434-3802
Date contacted s|z2-/o2(by ^ ) Fax #
Mail ^Telephone ^ Fax In Person
REMARKS
By Chuck Mendenhall Enclosures
Esgil Corporation
GA D MB n EJ D PC 5/13/02 tmsmtldot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576
Carlsbad 02-942
5/21/02
1 Please make all 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 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
2 All sheets of plans must be signed by the person responsible for their
preparation (California Business and Professions Code) Plans are not
signed.
• FRAMING
11 Why does the floor framing plan show 2X6 rafters @ 16" OC but the section
shows 2X10 ripped to 2X8? Clarify your intent The floor plan on sheet 2
still lists the rafters as 2X6 @ 16" OC.
12. Detail the connection of the new roof/deck joists to the existing building
Detail A/2 does not show how the new 4X14 is connected to the
existing beams
14 Provide calculations for mam vertical and horizontal framing members and
footings Section 106 3 3 This applies to the existing 4X8 & 4X10
beams supporting the existing and new roof/deck loads and to the
lateral support of the building using the Simpson Strong walls in
transverse direction and no lateral support in the longitudinal
direction. NO CALCULATIONS WERE SUBMITTED WITH THE
RECHECK.
• ENERGY CONSERVATION
15 Provide plans, calculations and worksheets to show compliance with
current energy standards The energy design form CF-1R was provided
but the entire computer design energy documents were not
provided.
Carlsbad 02-942
5/21/02
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
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 Chuck Mendenhall
at Esgil Corporation Thank you
EsGii Corporation
In Tartnersftip With government for 'Duifcfing Safety
DATE 4/8/02 a APj
_JUF
JURISDICTION Carlsbad a PLAN REVIEWER
Q FILE
PLAN CHECK NO 02-942 SET I
PROJECT ADDRESS 2635 Crest Dr.
PROJECT NAME Peter Suffredini Residential Addition
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck
The check list transmitted herewith is for your information The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person
The applicant's copy of the check list has been sent to
Joe Corsco
4924 Park Dr, Carlsbad, CA 9-2 oo ?
Esgil Corporation staff did not advise the applicant that the plan check has been completed
Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Joe Corsco (\/.M) Telephone # (760) 434-3802
Date contacted ^ HAxi (by ^ ) Fax #
Mail "^ Telephone ^ Fax In Person
REMARKS
By Chuck Mendenhall Enclosures
Esgil Corporation
D GA D MB n EJ D PC 4/1/02 tmsmtldot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 +• (858)560-1468 + Fax (858) 560-1576
Carlsbad O2-942
4/8/02
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO O2-942
PROJECT ADDRESS 2635 Crest Dr.
FLOOR AREA 143
REMARKS
DATE PLANS RECEIVED BY
JURISDICTION
DATE INITIAL PLAN REVIEW
COMPLETED 4/8/02
JURISDICTION Carlsbad
STORIES one
HEIGHT 9ftapprox Per UBC
DATE PLANS RECEIVED BY
ESGIL CORPORATION 4/1/02
PLAN REVIEWER Chuck Mendenhall
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and access for the disabled This plan review
is based on regulations enforced by the Building Department You may have other corrections
based on laws and ordinance by the Planning Department, Engineering Department, Fire
Department or other departments Clearance from those departments may be required prior to
the issuance of a building permit
Present California law mandates that residential construction comply with the 1998 edition of
the California Building Code (Title 24), which adopts the following model codes 1997 UBC,
1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99)
The above regulations apply to residential construction, regardless of the code editions adopted
by ordinance
The following items listed need clarification, modification or change All items must be satisfied
before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
Carlsbad O2-942
4/8/O2
1 Please make all 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 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
2 All sheets of plans must be signed by the person responsible for their
preparation (California Business and Professions Code)
3 Note on the plans that smoke detectors are required in the following locations
a) Inside each bedroom
b) Centrally located in corridor or area giving access to sleeping rooms
c) On each story
4 Glazing in the following locations should be of safety glazing material in
accordance with Section 2406 4 the 4040 window located within 24" of the new
door must be tempered or safety glazing
5 Provide a handrail for the porch steps or show that there are less than 4 risers (3
riser max)
• ROOFING
6 Detail the connection of the new guardrail to the roof/deck Detail on the plan the
method of water proofing the guardrail connection to the roof
7 Show roof drains through the guardrail Sections 1506 2 and 1506 3
• FOUNDATION REQUIREMENTS
8 Show on the foundation stem wall detail that the stem wall block is solid grouted
9 Show on the plans the required raised floor foundation ventilation at 1 sq ft /150
sqft
10 Hold downs are required, note on plan that hold down anchors must be tied in
place prior to foundation inspection Section 108 5 2
Carlsbad O2-942
4/8/02
• FRAMING
11 Why does the floor framing plan show 2X6 rafters @ 16" OC but the section shows
2X10 ripped to 2X8? Clarify your intent
12 Detail the connection of the new roof/deck joists to the existing building
13 Double the floor joists that support the cantilevered joists at the window pop out
14 Provide calculations for mam vertical and horizontal framing members and
footings Section 106 3 3 This applies to the existing 4X8 & 4X10 beams
supporting the existing and new roof/deck loads and to the lateral support
of the building using the Simpson Strong walls in transverse direction and
no lateral support in the longitudinal direction.
» ENERGY CONSERVATION
15 Provide plans, calculations and worksheets to show compliance with current
energy standards
16 The window schedule shall clearly describe the required U-factor and solar heat
gam coefficient (SHGC) values and demonstrate compliance with the Title 24
energy calculations
17 The regulations require a properly completed and properly signed Form CF-1R
to be either imprinted on the plans, taped to the plans or "sticky backed" on the
plans, to allow the building inspector to readily compare the actual construction
with the requirements of the approved energy design
18 All energy items shown on the plans must be m agreement with the information
shown on the properly completed Form CF-IR
19 Note on the plans "The manufactured windows shall have a label attached
certified by the National Fenestration Rating Council (NFRC) and showing
compliance with the energy calculations "
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
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 Chuck Mendenhall at Esgil Corporation Thank you
Carlsbad O2-942
4/8/02
VALUATION AND PLAN CHECK FEE
JURISDICTION Carlsbad
PREPARED BY Chuck Mendenhall
BUILDING ADDRESS 2635 Crest Dr.
PLAN CHECK NO O2-942
DATE 4/8/02
BUILDING OCCUPANCY R3 TYPE OF CONSTRUCTION VN
BUILDING
PORTION
rm add
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
(Sq Ft)
143
cb
RIHn E><armih FPO h\/ OrHinanro i ^
Valuation
Multiplier
City Est
By Ordinance
Reg
Mod
VALUE ($)
14,729
$13819
Plan Check Fee by Ordinance $8982
Type of Review 0 Complete Review Structural Only
CH Repetitive FeeRepeats
D Other
,—, Hourly Hour
Esgil Plan Review Fee $77.39
Comments
Sheet 1 of 1
macvalue doc
Carlsbad O2-942
9/16/02
SPECIAL INSPECTION PROGRAM
ADDRESS OR LEGAL DESCRIPTION-
PLAN CHECK NUMBER <3'2.- 042. OWNER'S NAME:
I, as the owner, or agent of the owner (contractors may not employ the special
inspector), certify that I, or the architect/engineer of record, will be responsible for
employing the special mspector(s) as reafuyed by Uniform Building Code (UBC) Section
1701 1 for the construction project located/alt toe site listed above UBC Section 106 3 5
Signed
I, as the engmeerMrchitect of recqrj]
program as required by UBCj
above
Engineer i/A/chitoct i Seel
that I have prepared the following special inspection
the construction project located at the site listed
& Signature
rk requiring special inspection
Soils Compliance Prior to Foundation Inspection
Structural Concrete Over 2500 PSI
Prestressed Concrete
Anchors
Structural Masonry
Fireproofmg
Designer Specified
D Field Welding
£3 High Strength Bolting
Q Expansion/Epoxy
D Sprayed-On
D Other
2. Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed
above
B.
C.
3. Duties of the special inspectors for the work listed above
A.
B.
D D
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No CB
Planner C~a" fc
APN
Q*Address
Phone (760) 602-
Type of Ptaject & Use
Zoning l^-^l i ^ \jeneral Plan
CFD (in/out) #_Date of participation
Net Project Density DU/AC
Facilities Management Zone
v
Remaining net dev acres _
Circle One (For non-residential development Type of land used created by this
permit )
Legend ^ Item Complete l~"i Item Incomplete - Needs your action
Environmental Review Required YES NO TYPE
DATE OF COMPLETION
Compliance with conditions of approval7 If not, state conditions which require action
Conditions of Approval
Discretionary Action Required
APPROVAL/RESO NO
PROJECT NO
YES NO TYPE
DATE
OTHER RELATED CASES
Compliance with conditions or approval7 If not, state conditions which require action
Conditions of Approval
I I [~1 Coastal Zone Assessment/Compliance
Project site located in Coastal Zone7 YES NO
CA Coastal Commission Authority7 YES NO
If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite
103, San Diego CA 92108-4402^^-97767-2370
Determine status (Coastal Pe^FrfltRequired or Exempt)
Coastal Permit Determwra^fion Form already completed7 YES NO
If NO, complete Cerastal Permit Determination Form now
Coastal PeriprfDetermmation Log #
Follow-Up Actions
1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans)
2) Complete Coastal Permit Determination Log as needed
I I I I Inclusionary Housing Fee required YES NO
(Effective date of Inclusionary Housing Ordinance - May 21, 1993 )
Data Entry Completed7 YES NO
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing
Y/N, Enter Fee, UPDATE')
H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01
DO
D
Site Plan:
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 and existing topographical lines (including all side and
rear yard slopes).
2. Provide legal description of property and assessor's parcel number
Policy 44 - Neighborhood Architectural Design Guidelines
1 Applicability: YES NO.
2 Project complies YES_
Zoning:
1. Setbacks.
Front:
> Interior Side:
Street Side:
Top of slope1
Required
Required
Required
Required
Required
2$Shown
Shown
Shown
Show
show
HO
S'
CH D CD 2 Accessory structure setbacks*
Front.
Interior Side:
Street Side-
Rear:
StructuTe~separation
3. Lot Coverage
4 Height
Required
Requi
red
Required
Required
Required
Required 1,2,1•^^Ji S
Spaces Required5. Parking
(breakdown by uses for commercial and industrial projects required)
Residential Guest Spaces RequiredShown
wn
Shown
Shown
Shown
Shown
Shown
Shown
Shown
l~l i~l Additional Comments
'e>J~ we
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER
H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB DATE
ADDRESS
RESIDENTIAL ADDITION MINOR
« $10,000.00)
TENANT IMPROVEMENT
PLAZA CAMINO REAL
CARLSBAD COMPANY STORES
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
OTHER
PLANNER DATE
ENGINEER DATE
Docs/Misforms/Plannlng Engineering Approvals
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Frame Static Analysis Report
Project sufTredini4 (C \Program FilesXEagle Point Software\Fnilnel5e\projecti\sulTVcdim4)
E>cscnption ,
Date 09/24/2002 01 45 PM
Company
User
Software Eagle Point Frame Analysis & Design
Frame Static Analysis Report for suf£redini4 Paae 2/7
NODAL
COORDINATE
BOUNDARY CONDITIONS
(P=FIX, S=SUP,M=MASTER/SLAVE)
NODE REBAND
NO HO X
I
Units
1
2
3
4
5
6
ELEM KK
NO NO
Units
1
2
3
4
5
6
7
MAIL
NO
Ft
1 0 00
2 0 00
3 0 00
4 15 00
5 15 00
6 15 00
PE ALPHA
NO
Deg
1 2 90 00
2 3 90 00
3 4 90 00
4 5 90 00
5 6 90 00
2 5 90 00
2 5 90 00
DESIGNATION
Y
Ft
0 00
5 00
13 50
13 50
5 00
0 00
2 N
BETA GAMMA
Deg Deg
-90 00 0 00
-90 00 0 00
0 00 0 00
90 00 0 00
90 00 0 00
0 00 0 00
0 00 0 00
YOUNG ' S
MODULUS
DDDOOO
Z NODE TEMP ALPHA BETA GAMMA DIR XYZXYZ STIFFNESS
Ft F Deg Deg Deg K /In /Deg
0 00 0 00 0 00 0 00 0 00 FFSSSF
0 00 0 00 0 00 0 00 0 00 SSS
0 00 0 00 0 00 0 00 0 00 SSS
0 00 0 00 0 00 0 00 0 00 SSS
0 00 0 00 0 00 0 00 0 00 SSS
0 00 0 00 0 00 0 00 0 00 FFSSSF
ODE PRISMATIC BEAM ELEMENT
LENGTH MAT PROP RELEASE REF OFFSET STIFFNESS
TYPE TYPE HE PE TEMP DIR HE PE HE EE
Ft F Ft Ft K /In /Deg K /In /Deg
5 00 1 1
8 50 1 1
15 00 1 2
8 50 1 1
5 00 1 1
15 00 1 2
15 00 1 1
MATERIAL PROPERTIES
POISSON'S THERMAL MASS WEIGHT
RATIO COEFF DENSITY DENSITY
Units
1 Steel
K /In A2
2 9e+004
F Slug/FtA3
0 295 6 5e-006 15 2
Lb/Ft "3
490
PROP DESIGNATION
Units
1 W12x40
2 W12X40
2 NODE
A
In" 2
11 t
11 £
PRISMATIC BEAM ELEMENT PROPERTIES
IXX IYY J IXY SFY SFX CW
In~4 In"4 In"4 InA4 In"6
1 310 44 1 0 95 03 350 1 431 1 44e+003
1 310 44 1 0 95 03 350 1 431 1 44S+003
2 NODE PRISMATIC BEAM ELE
REC LOAD LOAD DIST
NO TYPE SYS SPEC DIST PX PY
NT LOAD INFORMATION
PZ MX MY
Units
DESCRIPTION
LOAD CASES
ELEMENT LIST
2
3
Ft K K K Ft-K Ft-K Ft-?:
LINK GLO FRAC 0 000
1 000
0 000
0 000
-1 360
-1 360
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
Frame Static Analysis Report for suffredini4 Page 3/7
DEC NODAL LOADS
HO ALPHA BETA GAMMA PX PY PZ
Units Deg Deg Deg K K K
i
DESCRIPTION
LOAD CASES 2
NODE LIST 3
MX MX MZ
Ft-K Ft-K Ft-K
0 00 0 00 0 00 1 890 0 000 0 000 0 000 0 000 0 000
STRUCTURE LOAD COMBINATIONS
COMB LIST OF FACTORS * CASES
DESCRIPTION Combl
1 1 400*1
DESCRIPTION Comb2
2 1 000*1,1 000*2
NODE LOAD
NO CASE
Units
1 1
2
2 1
2
3 1
2
4 1
2
5 1
£.
6 1
2
DX
NODAL D
(* Indicates Displaced
DY
In
0 0000
0
0
0
0
0
0
0
0
0
0
0
0000
0000
0064
0000
0338
0000
0319
0000
0073
0000
0000
In
0 0000
0
0
-0
0
-0
0
-0
0
-0
0
0
0000
0000
0016
0000
0045
0000
0052
0000
0020
0000
ocoo
ISPLACEMENTS
ents Occur in Nodal Local System)
DZ OX OY
In
0 0000
0
0
0
0
0
0
0
0
0
0
0
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
Deg
0 0000
0
0
0
0
0
0
0
0
0
0
0
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
Deg
0 0000
0
0
0
0
0
0
0
0
0
0
0
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
oz
Deg
0 0000
0
0
-0
0
-0
0
0
0
-0
0
0
0000
0000
0005
0000
0562
0000
0375
0000
0129
0000
0000
NODE PRISMATIC BEAM ELEMENT — ELEMENT REPORTS
ELEM LOAD NODE
NO CASE NO AXIAL TORSION
SIGN CONVENTION BEAM DESIGNERS
SHEAR X MOMENT Y MAX MOM/DEPL DIST SHEAR Y MOMENT X MAX MOM/DEFL DIST
Units
REPORT TYPE
ELEMENT LIST
1 1
;.
Max
1-7
i
2
1
2
K
Forces Full
0 0000
0 0000
-9 0082
-9 0082
K -Ft
0
0
0
0
0000
0000
0000
0000
K
0
0
0
0
0000
0000
0000
0000
K -Ft
0
0
0
0
K -Ft / In Ft
0000
0000
0000
0000
K
0 0000
0 0000
1 7283
1 7283
K -Ft
0
0
-4
4
K -Ft / In
OCOO
0000
4326
2087 0 0004
Ft
1 12
Frame Static Analysis Report for suffredini4 Page 4/'
2
ELEM LOAD NODE
NO CASE NO
2 1 i 2
2
2 2
3
313
4
2 3
4
414
5
2 4
5
515
6
2 5
6
612
5
2 2
5
712
5
2 2
5
HODK LOAD
NO CASE
Units
1 i
2
6 1
LOAD
CASE
Units
1
2
NODE PRISM
AXIAL TORSION
0 OOOC 0 0000
o oqoo o oooo
-9 1103 0 0000
-9 7103 0 0000
0 0000 0 0000
0 0000 0 0000
-3 7435 0 0000
-3 7435 0 0000
0 0000 0 0000
0 0000 0 0000
-10 689" 0 0000
-10 6897 0 0000
0 0000 0 0000
0 0000 0 0000
-11 3918 0 0000
-11 3918 0 0000
0 0000 0 0000
0 0000 0 0000
I 7909 0 0000
1 7909 0 0000
0 0000 0 0000
0 0000 0 0000
1 7909 0 0000
1 7909 0 0000
(*
FX
K
o oooo
-1 7283
0 OOOO
-0 1617
SUM OF
PX
K
0 OOOC
1 8900
A T I C B E A
SIGN CONVENTION
M ELEMENT
BEAM DESIGNERS
SHEAR X MOMENT Y MAX HOM/DEFL
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
0 OOOO
REACTIONS
Indicates Reactions Occur in Nodal
PY
K
0 OOOO
9 0082
0 OOOO
11 3918
PZ
K
0 OOOO
0 OOOO
0 OOOO
0 OOOO
REACTION SUMMAR
APPLIED LOADS
PY
K
0 OOOO
-20 3999
PZ
K
0 OOOO
0 OOOO
— ELEMENT REPORTS
DIST SHEAR Y MOMENT X MAX MOM/DEFL
0 OOOO 0 OOOO
0 OOOO 0 OOOO
-1 8535 0 7358
-1 8535 -15 0191 0 0128
0 OOOO 0 OOOO
0 OOOO 0 OOOO
9 7103 -15 0191 19 6463
-10 6897 -22 3645 -0 0830
0 OOOO 0 OOOO
0 OOOO 0 OOOO
3 7435 -22 3645
3 7435 9 4554 0 0127
0 OOOO 0 OOOO
0 OOOO 0 OOOO
0 1617 2 3968
0 1617 3 2054 • -0 0017
0 OOOO 0 OOOO
0 OOOO 0 OOOO
-0 3511 1 7365
-0 3511 -3 5293 0 0057
0 OOOO 0 OOOO
0 OOOO 0 OOOO
-0 3511 1 7365
-0 3511 -3 5293 0 0057
Local System)
MX MY MZ
K -Ft K -Ft K -Ft
0 OOOO 0 OOOO 0 OOOO
0 OOOO 0 OOOO 4 4326
0 OOOO 0 OOOO 0 OOOO
0 OOOO 0 OOOO 3 2054
Y
SUM OF REACTIONS
PX PY PZ
K K K
0 OOOO 0 OOOO 0 OOOO
-1 8900 20 3999 0 OOOO
DIST
4 96
7 14
7 27
2 98
2 56
9 97
9 97
Frame Static Analysis Report for suffredini4 Page 5/7
REACTION SUMMARY
LOU) SUM OF APPLIED LOADS SUMOPREACTIOBS
PX PX PC PX VX PB
Frame Static Analysis Report for suffredini4 Page 6/7
•
cam IIIT or MCXOBB * CUES
LOAD COMBINATIONS
1
COMB 1 (Combl) 1 40 X CASE
COMB 2 (Conb2) 1 00 X CASE
HOOK LOAD
BO 00MB I
Units
1 1
2
2 1
2
3 1
2
4 1
2
5 1
2
6 1
2
•o COMB »o axxBL i
Units K
REPORT TYPE Max Forces Full
ELEMENT LIST 1-7
111 0.0000
2 0 0000
21-9 0082
2 -9 0082
2120 0000
3 0 0000
22-9 7103
3 -9 7103
3130 0000
4 0 0000
23-3 7435
4 -3 7435
1
1 + 1 00
<* In
nc
In
0 0000
0 0000
0 0000
0 0064
0 0000
0 0338
0 0000
0 0319
0 0000
0 0073
0 0000
0 0000
NRCXCH
K -Ft
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
X CASE 2
dioatM Displ
DY
In
0 0000
0 0000
0 0000
-0 0016
0 0000
-0 0045
0 0000
-0 0052
0 0000
-0 0020
0 0000
0 0000
•KID COTVUKX
SMttft X M
K
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
moummtm Ooovx la 1
01
In
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
tJ 0000
ON MUM DEBMHUU
CMOR T tax MOM/I
K -Ft K -Ft
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
todal Loeal 8y»t«a)
OX OX OE
Deg Deg Deg
0 0000 0 0000 0 0000
0 0000 0 0000 0 0000
0 0000 0 0000 0 0000
0 0000 0 0000 -0 0005
0 0000 0 0000 0 0000
0 0000 0 0000 -0 0562
0 0000 0 0000 0 0000
0 0000 0 0000 0.0375
0 0000 0 0000 0 0000
0 0000 0 0000 -0 0129
0 0000 0 0000 0 0000
0 0000 0 0000 0.0000
1
OWL DZSX MttkR T MOMHT X MBX MGM/DBXi
/ In Ft K K -Ft K -Ft / In
0 0000 0 0000
0 0000 0 0000
1 7283 -4 4326
1 7283 4 2087 0 0004
0 0000 0 0000
0 0000 0 0000
-1 8535 0 7358
-1 8535 -15 0191 0 0128
0 0000 0 0000
0 0000 0 0000
9 7103 -15 0191 19.6463
-10 6897 -22 3645 -0 0830
DIM
Ft
1 12
4 96
7.14
7 27
Frame Static Analysis Report for suffredini4 Page 7/7
•
•MuvBC &QAD MODB JRXflH
•0 00MB BO axial. TOMZOH SHE
i
4 1 < 4 0 0000 0 0000
5 0 OpOO 0 0000
2 4 -10 6897 0 0000
5 -10.6897 0 0000
5150 0000 0 0000
6 0 0000 0 0000
2 5 -11 3918 0 0000
6 -11 3918 0 0000
6120 0000 0 0000
5 0 0000 0 0000
221 7909 0 0000
5 1 7909 0 0000
7120 0000 0 0000
5 0 0000 0 0000
221 7909 0 0000
5 1.7909 0 0000
MOB T-X»T» (* Xnd
•0 00MB PX
Units K
11 0 0000
2 -1 7283
61 0 0000
2 -0 1617
00MB PX
Units K
1 0 0000
2 1 8900
CUMVJUcTXUH
kit X MOM
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0.0000
0 0000
0 0000
0 0000
0 0000
iMtW *••"
PT
K
0 0000
9 0082
0 0000
11 3918
FT
K
0 0000
-20 3999
BUM DXSIQHKBS
an t M» MOM/DXTL
0 0000
0 0000
0 0000
0 0000
0 0000
0.0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
0 0000
PC
K
0 0000
0 0000
0 0000
0 0000
I A K n •v A U •
EE
K
0 0000
0 0000
OUT SKUA T MOMEMT X M
0 0000 0 0000
0 0000 0 0000
3 7435 -22 3645
3 7435 9 4554
0 0000 0 0000
0 0000 0.0000
0 1617 2.3968
0 1617 3 2054
0 0000 0 0000
0 0000 0 0000
-0 3511 1 7365
-0 3511 -3.5293
0 0000 0.0000
0 0000 0 0000
-0 3511 1 7365
-0 3511 -3 5293
local •«*•)
MX Iff
K -Ft K -Ft
0.0000 0 0000
0 0000 0 0000
0 0000 0 0000
0 0000 0 0000
PX PX
K K
0 0000 0 0000
-1 8900 20 3999
ax MOM/DETL DISC
0 0127 2 98
-0 0017 2 56
0.0057 9 97
0 0057 9 97
MB
K -Ft
0.0000
4.4326
0 0000
3 2054
PB
K
0 0000
0.0000
New Section
Desc
Detailed
Report?
|
Procedure
Report'
~[
09/24/02 09 14 18 AM 2/2
Member
1
2
3
4
5
6
7
NE
Node
1
2
3
4
5
2
2
PE
Node
2
3
4
5
6
5
5
Section Desc
column
column
beam
column
column
beam
column
Section
W12x40
W12x40
W12x40
W12x40
W12x40
W12x40
W12x40
Status
OK
OK
OK
OK
OK
OK
OK
Critical
Ratio
0065
0256
0176
0328
0065
0030
0030
Governing
Criteria
Axial-Bending
Axial-Bending
Axial-Bending
Axial-Bending
Axial-Bending
Axial-Bending
Axial-Bending
Re-design?
XX
XX
^H
09/24/02 09 13 17 AM 1/4
Detailed
Report?
Procedure
Report?
-
KL/r (X)
1754
3499
3509
3102
1754
3509
3509
KLfr(Y)
5938
15961
9326
15961
5938
9326
9326
Axial/
Bending
Rato
0065
0256
0176
0328
0065
0030
0030
Critical
Interaction
Combination
Comb2
Comb2
Comb2
Comb2
Comb2
Comb2
Comb2
-Fa (ksi)
2282
586
1623
586
2282
3000
3000
fa(ksi)
076
082
032
091
097
•015
-015
•Fbx (ksi)
3300
3000
3300
3000
3300
3300
3300
fbx (ksi)
1 02
347
517
517
074
082
082
09/24/02 09 13 17 AM 2/4
*Fby(ksi)
3750
3750
3750
3750
3750
3750
3750
fby(ksi)
000
000
000
000
000
000
000
Shear X
Ratio
0000
0000
0000
0000
0000
0000
0000
Critical
Shear X
Combination
—
—
—
—
—
—
—
*Fvx (ksi)
2000
2000
2000
2000
2000
L2000
2000
fvx(ksi)
000
000
000
000
000
000
000
Shear Y
Ratio
0025
0026
0152
0053
0002
0005
0005
Critical
Shear Y
Combination
Comb2
Comb2
Comb2
Comb2
Comb2
Comb2
Comb2
*Fvy (ksi)
2000
2000
2000
2000
2000
2000
2000
fvy(ksi)
049
053
303
106
005
010
010
09/24/02 09 13 17 AM 3/4
TL Allowable
<U*)
240
240
240
240
240
240
240
TLDef
X Ratio
0000
0000
0000
0000
0000
0000
0000
TLDef
X(L/7)
—
—
—
—
—
—
—
TLDef
Y Ratio
0002
0030
0111
0030
0007
0008
0008
TLDef
Y(L^)
158402
7974
2169
8025
35640
31505
31505
LL Allowable
(L/')
360
360
360
360
360
360
360
LLDef
X Ratio
0000
0000
0000
0000
0000
0000
0000
LLDef
X(U?)
—
—
—
—
—
—
—
LLDef
Y Ratio
0002
0045
0166
0045
0010
0011
0011
LLDef
Y(L/*)
158402
7974
2169
8025
35640
31505
31505
09/24/02 09 13 17 AM 4/4
Member
1
2
3
4
5
6
7
NE
Node
1
2
3
4
5
2
2
PE
Node
2
3
4
5
6
5
5
Section Desc
column
column
beam
column
column
beam
column
Section
W12x40
W12x40
W12x40
W12x40
W12X40
W12x40
W12x40
Length (ft)
5000
8500
15000
8500
5000
15000
15000
Lx(ft)
500
850
1500
850
500
1500
1500
Ly(ft)
500
850
1500
850
500
1500
1500
Calc
«'
M
R
b£i„
H
k4
Sway
X'
1
Xi
—
_
IX!
IX)
Sway
Y?
1
^i
IXI
H
09/24/02 09 12 06 AM 1/3
TLDef
LP
240
240
240
240
240
240
240
LLDef
LP
360
360
360
360
360
360
360
Max Depth
(in)
36
36
36
36
36
36
36
Mm
Ocptn
(in)
12
12
12
12
12
12
12
Width
(in)
0 :
0
0
0
0
0
0
Back To Back
Space (in)
0
0
0
0
0
0
0
Welded'
Yield
Stress
(ksi)
SO
50
SO
50
50
50
50
09/24/02 09 12 07 AM 3/3
TLDef
L/?
240
240
240
240
240
240
240
LLDef
L/'
360
360
360
360
360
360
360
Max Depth
(in)
36
36
36
36
36
36
36
Mm
Depth
(in)
12
12
12
12
12
12
12
Width
(in)
0
0
0
0
0
0
0
Back To Back
Space (in)
0
0
0
0
0
0
0
Welded?
Yield
Stress
(ksi)
50
SO
50
50
50
50
50
09/24/02 09 12 07 AM 3/3
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ADDITION WORKSHEET Page 1 ADD
Project Title Suffredini Nook Addition Date. 05/05/02 20 00:51
Project Address 2635 Crest St. *******
Carlsbad, Calf. *v6.01* | I
Documentation Author... David McKinley ******* | Building Permit # I
McKinley Engineering | I
1659 James Drive I Plan Check / Date |
Carlsbad, CA 92008 | |
760-434-3750 I Field Check/ Date |
Climate Zone 07
Compliance Method MICROPAS6 v6 01 by Enercomp, Inc.
I MICROPAS6 v6.01 File-PETNOXG Program-ADDITIONS I
I User#-MP1707 User-McKinley Engineering Run-Suffredini Exist + Addn |
ADDITION/ALTERATION WORKSHEET - COMPUTER PERFORMANCE
EXISTING
File Name PETNOXG - Suffredini Existing
Conditioned Floor Area 1796 sf
Standard Design Energy Use. 20.28 kBtu/sf-yr
Proposed Design Energy Use. 48.38 kBtu/sf-yr
NEW (EXISTING PLUS ADDITION/ALTERATION)
File Name PETNOXA - Suffredini Exist + Addn
Conditioned Floor Area 1956 sf
Standard Design Energy Use. 20.29 kBtu/sf-yr
Proposed Design Energy Use. 45.55 kBtu/sf-yr
FLOOR AREA RATIO Floor
Existing New Area
Floor Area Floor Area Ratio
1796 / 1956 = 0.918
DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION/ALTERATION)
Floor Addition/
New Area Existing Existing Alteration
Standard Ratio Proposed Standard Design
20 29 + 0.918 x ( 48.38 - 20.28) = 46.09
Note. If (Existing Proposed - Existing Standard) is
negative, this difference is set to zero
ADDITION/ALTERATION ENERGY USE SUMMARY
Addition/
Energy Use Alteration Proposed Compliance
(kBtu/sf-yr) Design Design Margin
New 46.09 45.55 0.54
*** Addition/Alteration complies with Computer Performance ***