HomeMy WebLinkAbout1941 SILVERLEAF CIR; MAINT BLDG; CB070023; Permit07-23-2007
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Commercial/Industrial Permit Permit No
Building Inspection Request Line (760) 602-2725
CB070023
Job Address
Permit Type
Parcel No
Valuation
Occupancy Group
Project Title
1941 SILVERLEAF CR CBAD
Tl Sub Type
2550121600 Lot#
$115,15000 Construction Type
Reference #
LA COSTA GLEN 3290 SF LAUNDRY
RENOVATION
COMM
0
VN
Applicant
CONTINUING LIFE COMMUNITIES LUC
C/O RICHARD ASCHENBRENNER
800MORNINGSIDEDR
FULLERTON CA 92835
Status ISSUED
Applied 01/03/2007
Entered By JMA
Plan Approved 07/23/2007
Issued 07/23/2007
Inspect Area
Plan Check#
Owner
CONTINUING LIFE COMMUNITIES LLC
C/O RICHARD ASCHENBRENNER
800 MORNINGSIDE DR
FULLERTON CA 92835
Building Permit
Add'l Building Permit Fee
Plan Check
Add'l Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park Fee
LFM Fee
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
$595 84 Meter Size
$0 00 Add'l Reel Water Con Fee
$387 30 Meter Fee
$0 00 SDCWA Fee
$0 00 CFD Payoff Fee
$2418 PFF (3105540)
$0 00 PFF (4305540)
$000 License Tax (3104193)
$0 00 License Tax (4304193)
$000 Traffic Impact Fee (3105541)
$0 00 Traffic Impact Fee (4305541)
$0 00 PLUMBING TOTAL
$0 00 ELECTRICAL TOTAL
$000 MECHANICAL TOTAL
$0 00 Master Drainage Fee
Sewer Fee
$0 00 Redev Parking Fee
$0 00 Additional Fees
HMP Fee
TOTAL PERMIT FEES
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$5500
$7000
$7000
$000
$000
$000
$000
7?
$1,20232
Total Fees $1,202 32 Total Payments To Date $1,20232 Balance Due $000
BUILDING PLANS
IN STORAGE
ATTACHED
Inspector
FINAL APPROVAL
Date /^ -- C 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 ihese 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
RQJ ECa.lN
(VST*
FOR OFFICE USE ONLY
PLAN CHECK NO'
EST VAL Mqmra-iisnsp
Plan Ck Deposit.
Validated Byr_^.
Date
i/WV
Address (include Blda/Suite Business Name (at this address)
Legal DescriptionLOTS 7 Lot No Subdivision Name/Number Unit No Phase No Total # of units
Assessor's Parcel #__.,. -.", , _ ,_ Existing Use2S5 ~0}\-\SOO TZfroP°sedUse
Description at Work _• / / / SQ
t*0( (.QSi*?! ^"l^^i isfti/iclsy r
'•-,2.,: CONTACT PEiRSOfJilif'different^frorn.;applicantj •-., ..; -^
Ky/U/ U/ C\JLA£\f l^H-Q
Name I Address
#of Stories # of Bedrooms # of Bathrooms
$r
State/Zip Telephone if Fax #Name ' Address City
S, -APPLICANT:: Q:5pnjraotori'ftiD'Agent:-Tor GoSactor -.(D Owner O Agent fqr|Qwner:::
- -<ffi?~
Name Address
'; PROPERTY^OWNER'LLC
City
SL
State/Zip Telephone
Name Address City State/Zip Telephone #
. ^COMPANY NAME
(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 Code] or that he is exempt therefrom, and the basis for the alleged
exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500])
Name
State License ff
Address
License Class
City State/Zip
City Business License #
Telephone #
Designer Name
State License #
Address City State/Zip Telephone
.
Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations
|~1 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
n 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)
f~) 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
ft OWNER-BlilLbER; DECLARATION . ,;.V ' .'.„• ; .,,is; l^/.,,. '' '"'^^.^... %lfa: '€i'.'"!f.'. ' ...-'"" s
I hereby affirm that I am exempt from the Contractor's License Law for the following reason
0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec 7044, Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does
such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is
sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale)
Q 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)
CD 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 Q YES QNO
2 I (have / have not) signed an application for a building permit for the proposed work
3 I have contracted with trie 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 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
. SECTION^ .
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? Q YES d NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~l YES l~l NO
Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? l~l YES fj 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 DIS TRICT
. _ . s t::, :,*.;.*.-. * ,. -. "'"^. .,. .9, :..
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code)
LENDER'S NAME ___ LENDER'S ADDRESS
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all
City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV 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 stiuctures 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 commf need for a period of 180 days (Section 106 4 4 Uniform Building Code)
APPLICANT'S SIGNATURE DATE
WHITE File YELLOW Applicant PINK Finance
City of Carlsbad
1635 Faraday Ave , Carlsbad, CA 92008
760-602-2717 / 2718 / 2719
Fax 760-602-8558
Building Permit Application
Plan Check No
Est Value
Plan Ck Deposit
Date
JOB ADDRESS 1941 Silverleaf Circle Carlsbad, CA
CT/PROJECT (*
CB07-0023
LOT*
8&9
PHASE #
VII
# OF UNITS
Tract
9208
92009
'# BEDROOMS
SUITEff/SPACEH/UNITl"
Laundry Renovation
# BATHROOMS
255 012 20 00
TENANT BUSINESS NAME
La Costa Glen
TYPE OF CONST OCC GROUP
DESCRIPTION OF WORK (Please describe present use and proposed use) 3,290 SQ ft renovation
BUILDING AREA (SF) ADDITION AREA (SF) GARAGE (SF) PATIOS (SF)
CONTACT NAME (If Different Font Applicant) Gary E KutZ
ADDRESS 1940 Levante Street
CITY Carlsbad STATE CA ZIP 92009
PHONE 760-704-6300 FAX 760-704-6262
EMAIL kutzg@lacostaglen com
OWNER NAME Continuing Life Communities dba La Costa
ADDRESS 1940 Levante Street
CITY Carlsbad STATE CA ZIP 92009
PHONE 760-704-6300 FAX 760-704-6262
EMAIL
ARCH/DESIGNER NAME & ADDRESS Wagner STATE LIC # 46423
DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS
YES D # NO D YES D NO D YES D NO D
APPLICANT NAME
ADDRESS
CITY STATE ZIP
PHONE FAX
EMAIL
CONTRACTOR BUS NAME
ADDRESS
CITY STATE ZIP
PHONE FAX
EMAIL
STATE LIC # CITY BUS LIC #
>ec 7031 5 Business and Professions Code Any City or Count/ 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
censed pursuant to the provisions of the Contractor s License Law {Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis (or the alleged exemption Any violation of
>ction 7031S by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500})
Workers' Compensation Declaration / hereby affirm under penalty ofper/ury one of the following declarations
CJ 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
CH I have and will maintain workers compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My workers compensation insurance carrier and policy
number are
Insurance Co _ .Policy No Expiration Date
This section need not be completed if the permit is for one hundred dollars (S100) 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 tiny 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), ln
addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees
JSS CONTRACTOR SIGNATURE DATE
Uhereby affirm that I am exempt from Contractors License Law for the following reason
] 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)
d I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code Jhe 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
1 I personally plan to provide the major labor and materials for construction of the proposed property improvement O Yes O No
2 I (have / have not) signed an application for a building permit for the proposed work
3 I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number)
4 I plan to provide portions of the work but I have hired the followmg^rson to coordinate supervise and provide the major work (include name / address / phone / contractors license number)
5 I will provide some of the work but I have contracted (hiredM^Bfowing peatifo to/ffovide the work indicated (include name / sddress / phone / type of work)
_ r~7^J r
^PROPERTY OWNER SIGNATUREJ^^T^ ^"*-DATE
b-e.
dd-trmfrud
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' O Yes O 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 D No
Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' G Yes O No
IF ANY OF THE ANSWERS ARE YES, /
EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code)
Lender's Name Lenders Address
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and Slate laws relating to building
construction
I hereby authorize representalive 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 provisraaSlif this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced wilhin
180 days from the date of such permit or if the building or work authorizerLfy sflch permit is sjjstended 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 DATE
City of Carlsbad Bldg Inspection Request
For 02/04/2008
Permit# CB070023 Inspector Assignment RB
Title LA COSTA GLEN 3290 SF LAUNDRY
Description RENOVATION
Type Tl Sub Type COMM
Job Address 1941 SILVERLEAF CR
Suite Lot 0
Location
OWNER CONTINUING LIFE COMMUNITIES LLC
Owner
Remarks/AM PLEASE
e_
Total Time
Phone 6198840612
Inspector
Requested By TONY
Entered By JANEAN
CD Description
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Act Comment
x^X/5.
Comments/Notices/Holds
PCR01141
PCR01265
PCR01298
PCR01335
PCR02005
PCR02009
PCR02042
PCR02054
PCR02077
PCR02098
PCR02102
PCR02107
PCR02115
PCR02119
PCR02134
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
L
I...
I.
I.
L.
L.
L.
L.
L
L.
L,
L.
I.
L
L
Associated PCRs/CVs Original PC#
LACOS'IAGLLN MAINT BLDG, SEE TRANSMIT TAL 6/2 I/O I
LA COSTA Gl EN-REVISE SITE, LIGHTING
I. A COS I A GLi:\'-MAIN I ENANCF BLDG. REVISION TO CARPORT it BULLET IN 7-14
LA COS IA GLEN - MAINTT-NANCE PLUM REV, BULLETIN 7-10
LA COSTA GLEN - CENTRAL PLANT, KLV SITE ELEC & BULLETIN 7-I6
L.A COS PA OL.r.\-MAINTF:NANCI: BLDG, P.l.F.C GROUNDING & BULLETIN 8-2
LA COSTA GLLN - MAINTNIiNCI- BLD, BUU.l-TlN 7-15, CONDITNSliR WATER LINE F
LA C'OS I'A GI.HN - MAINT BUILDING, BULLETIN 7-26 A CONDENSATE DRAINS
LA COSTA GLEN - MAINT BLDG, BULLETIN 7-29 & TRENCH PLATE COVER
LA COS I A GLEN-DEFER ROOF/FLOOR, TRUSS SYSTEMS
LA COS PA GLEN - MAINT BUILDING, AC CONDENSA'I E PUMP & UULLHTIN 7-32
LA COS I A GI.T:N - MAIN PENANCE BL, ELECTRICAL ,'i BULLETIN 7-34
LA COS PA CiLLN MAIN'PENANCE BL, BULLII'I IN 7-35 & LI.ECPRICAI. RP-A-'ISION
LA COSTA GLEN -MAINTUNANCE ULI), I-'KONT COLUMNS , ROOFSCRTENS ii BUI..I
LA COS IA GLIIN - GULLET IN 7-3o. VVA'I ER CIRCULATING PUMP
City of Carlsbad Bldg Inspection Request
For 10/04/2007
Permit* CB070023
Title LA COSTA GLEN 3290 SF LAUNDRY
Description RENOVATION
Inspector Assignment RB
Sub Type COMWI
1941 SILVERLEAFCR
Lot 0
Type Tl
Job Address
Suite
Location
OWNER CONTINUING LIFE COMMUNITIES LLC
Owner
Remarks
Phone 6197265159
Inspector
Total Time Requested By DOUG
Entered By KGIRV
CD Description
12 Steel/Bond Beam/v
Act Comment
j-/&/^<t^ (*)
Comments/Notices/Holds
\
Associated PCRs/CVs Original PC#
PCR01141 ISSUED LA COSTA GLEN MAINT BLDG, SF.F. TRANSMITTAL 6/21/01
PCR01266 ISSUED LA COSTA GLEN-REVISE SITE, LIGHTING
PCR01298 ISSUED LA COSTA GLEN-MAINTENANCE BI.DG, REVISION TO CARPORT & BULLETIN 7-14
PCR01335 ISSUED LA COSTA GI.EN - MAINTENANCE, PLUM REV, BULLETIN 7-10
PCR02005 ISSUED LA COSTA GLEN - CENTRAL PLANT, REV SITE KI..HC &. BULLETIN 7-16
PCR02009 ISSUED LA COSTA GLEN-MAINTENANCE BLDG, ELEC GROUNDING & BULLETIN 8-2
PCR02042 ISSUED LA COSTA GLEN - MAINTNENCE BI.D, BULLETIN 7-15, CONDENSER WATER LINE F
PCR02054 ISSUED LA COSTA GLEN - MAINT BUILDING, BULLETIN 7-26 & CONDENSATE DRAINS
PCR02077 ISSUED LA COSTA GLLN - MAINT BLDG, BULLETIN 7-29 & TRENCII PLATE COVER
PCR02098 ISSUED LA COSTA GLEN-DEFER ROOF/FLOOR, TRUSS SYSTEMS
PCR02102 ISSUED LA COSTA GLEN - MAINT BUILDING, AC CONDENSA1E PUMP & BULLETIN 7-32
PCR02107 ISSUED LA COSTA GLEN - MAINTENANCE F3L, ELECTRICAL & BULLETIN 7-34
PCR02115 ISSUED LA COSTA GLEN - MAINTENANCE BL, BULLETIN 7-35 & ELECTRICAL REVISION
PCR02119 ISSUED LA COSTA GLEN -MAINTENANCE BED, FRONT COLUMNS , ROOF SCREENS & BUI.I
PCR02134 ISSUED LA COSTA GLEN - BULLETIN 7-36, WATER CIRCULATING PUMP
PCR02166 ISSUED LA COSTA GLEN - MAINT BUILDING, BULLETIN 7-39 & FIRE RATING OF" WALLS
PCR02178 ISSUED LA COSTA GLEN - MAINT BUILDING, BULLETIN 7-40 & MISC. REVISIONS
PCR02293 ISSUED LACOSTA MAINT BLDG BULL 7-44, LIFT ENCLOSUREISSUED
Inspection History
Date Description Act
09/14/2007 24 Rough/Topout AP
Insp
RB
Comments
@ PHASE 1
City of Carlsbad Bldg Inspection Request
For 09/05/2007
Permit# CB070023
Title LA COSTA GLEN 3290 SF LAUNDRY
Description RENOVATION
Inspector Assignment RB
Sub Type COMM
1941 SILVERLEAFCR
Lot 0
Type Tl
Job Address
Suite
Location
OWNER CONTINUING LIFE COMMUNITIES LLC
Owner
Remarks
Phone 6197265159
Inspector
Total Time Requested By DOUG
Entered By CHRISTINE
CD Description Act Comment
14 Frame/Steel/Boltmg/Weldmg J-LL _
Comments/Notices/Holds
Associated PCRs/CVs Original PC#
PCR01141 ISSUED LA COSTA GI.F.NMAINT BLDG, SEE TRANSMITTAL 0,'2l/0l
PCR01266 ISSUED LA COSTA GLEN-REVISE SITE, LIGHTING
PCR01298 ISSUED LA COSTA GLEN-MAlNTCNANCi; BLDG, REVISION TO CARPORT & BUI.LITIN 7-14
PCR01335 ISSUED LA COSTA GLEN - MAINTENANCE, PLUM REV, BULLFTIN 7-10
PCR02005 ISSUED LA COSTA GLEN - CENTRAL PLANT, REV SITE ELEC & BULLETIN 7-I6
PCR02009 ISSUED LA COSTA GLEN-MAINTENANCE BLDG, ELEC GROUNDING & BULLETIN 8-2
PCR02042 ISSUED LA COSTA GLEN - MA1NTNENCE BED, BULLETIN 7-!5 CONDENSER WATER LINE |;
PCR02054 ISSUED LA COSTA GLEN - MAINT BUILDING, BULLETIN 7-20 & CONDFNSATE DRAINS
PCR02077 ISSUED LA COSTA GLEN - MAINT BLDG, BULLETIN 7-29 & TRENCH PLATE COVER
PCR02098 ISSUED LA COSTA GI.EN-DEEER ROOE/ELOOK TRUSS SYSTEMS
PCR02102 ISSUED LA COSTA GLEN - MAINT BUILDING, AC CONDENSATE PUMP & BULLETIN 7-32
PCR02107 ISSUED LA COSTA GLEN - MAINTENANCE BL, ELECTRICAL & BULLETIN 7-34
PCR02115 ISSUED LA COSTA GLEN - MAINTENANCE BE, BULLETIN 7-35 & ELECTRICAL REVISION
PCR02119 ISSUED LA COSTA GLEN -MAINTENANCE BLD, FRONT COLUMNS , ROOF SCREENS & BULI
PCR02134 ISSUED LA COSTA GLEN - BULLETIN 7-30, WATER CIRCULATING PUMP
PCR02166 ISSUED LA COSTA Gl .l.:.N - MAINT BUILDING BULLETIN 7-39 & FIRE RATING OF WALLS
PCR02178 ISSUED LA COSTA GLEN - MAINT BUILDING, BULLETIN 7-40 & M1SC REVISIONS
PCR02293 ISSUED I.ACOSTA MAINT BLDG BULL 7-44, LIFT ENCLOSUREISSUED
Inspection History
Date Description Act
08/30/2007 11 Ftg/Foundation/Piers AP
Insp Comments
RB FTGS & WASTER PAD
CITY OF CARLSBAD
BUILDING DEPARTMENT
DATE
NOTICE
(760) 602-2700
1635 FARADAY AVENUE
TIME
LOCATION
PERMIT NO
/
FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE?
FOR FURTHER INFORMATION .CONTACT
YES
PHONE
CODE ENFORCEMENT OFFICER
"A Quality Assurance Firm"
TESTING SERVICES
& INSPECTION INC.
3030 Mam Street
San Diego, CA 92113
(619) 234-99O4
(619) 234-4931 JFax
VISUAL INSPECTION REPORT
Project Name LA COSTA GLEN MAINTENANCE BUILDING
Project Address 1941 SILVER LEAF CIRCLE. CARLSBAD CA Permit Number CB070023
Architect N/A Engineer Dl-'N.N SAVOIE INC File Number N/A
General Contractor PRIMARY GENERAL Job Number N/A
Contractor Doing Reported T C WELDING Other N/A
l.ab Receiving & Testing Constr Mat'l Samples N/A Other N/A
INSPECTION MAT'L SAMPLING QTY MAT'L DESCRIPTION INSPECTION CHECK LIST
Field V Shop Concrete Cvhnders Reinforcing Steel Plan/Specs S2/6, 7
Concrete Mortar Samples Cone Mix'PSl Clearances FIT UP CORRECT
Structural Steel Grout Samples Cone Mix/PSI Positions
Masonry Masonry Prisms All Thread Bolts MACHINE Sizes 1/8" & 3/16" FILLETS
Fireproofing Masonrv Block Grout Mix/PSI Laps
Pile Driving Reinforcing Steel Mortar Typc/PSl Consolidation
Roofing Fireproofing 11 S Bolts Torque Applied
Specially Asphalt Concrete'Electrode E 71T-8 Tension Applied
Soils Technician Roofing Steel A 36, W8 x IS Epoxy
Bolt Pull Out Steel Fireproof Drilled Holes
Pre stress Concrete High Strength Bolts Units Block Corrective Action
Epoxy Bolt Other - Unit Brick Other '
OSHPD Other Metal Deck
OSA Other Rcmf Tendons Corrections Complete
Mechanical Other Other TITEN W x 1 W EMBED 12" O C ALTERNATE
SIDES
Electrical Olher Epoxy CERTIFIED WELDED
Batch Plant Other Other
Inspection Date. 10-03-07
PERFORMED CONTINUOUS VISUAL INSPECTION OF FILLET WELD JOINT CONNECTION AT BOLT CONNECTION PLATES AND WALL END
PLATE CONNECTION
FIT UPS WERK CORRECT AND FINISHED WELDS WERE THE CORRECT SIZE AND PROFILE
NO VISIBLE DEFECTS WLRE FOUND
WELDER USED PROPER TECTIN1QUES AND PROCEDURES
ALL WORK WITNESSED WAS IN ACCORDANCE WITH THE APPROVF.D PLANS AND SPECIFICATIONS
CERTIFICATION OF COMPLIANCE All of the reported work unless otherwise noted complies with approved plans, specifications and applicable sections of the building codes This
-report only covers the locations of the svork inspected and does not constitute engineering opinion or project control - •••'" --,.;--.— - —
INSPECTOR"NAME SIMION RAMIREZ
CERTIFICATE NUMBER AWS 96080391, CITY OF SD 760
INSPECTOR'S SIGNATURE
NOTE Inspections based on a 4-hour minimum, actual time after 4 hours, 2 hour show up minimum forjcrt) cancellations OvertimeVjCfective on Saturdays,
Hnnhlp timp nn 'snnHnv ' >«\double time on Sunday
SUBMITTED TO TC WELDING
• Testing Services & Inspection, Inc.
3038 MaSn Street
SaraDtegOtCA 92113
(61$) 234-9904, Fax (619) 234-4931
VISUAL INSPECTION REPORT
ProjectName
Project Address
General Contractor
Contractor Doing Reported Work T ,~Other
Leb Receiving & Testing Constr Mat'l Samples Other
MAT'L SAMPLING QTY MAT'L DESCRIPTION INSPECTION CHECK LIST
Shop Concrete Cyfancters Remforema Steel Plan/Specs .
•oncrete Mortar Samples Coa«.Mk/PSI
Sfructm! Ste«l Ccnc-Miz/PSI Posniomi
Masonry Masonry Pimns Sizes
Masemy Block Grout Mis/PSI
P3eDnvma Remfofcmg Stcd Consolidation
PiKpioonng TomutApphed
Specialty Asphalt Concrete Electrode Tenmen Applied
SoSa Tcchmciao Roofing
BolJPufl-OuJ Steel Diflkd Holeo
Prestrcss Concrete ffigh SlrcngfcBolte Umto Block Comctave Action
EporyBolt Other UmtBnck
OSHPD Other Metal Deck
OSA Other Complete
MccfaflPtcal Otfatr Epoxy
Sectncnl Other Othar
Other Other
Inspection Date / g?
CHSHFICATION OF COMPLIANCE. All of the reported work, unless otherwise noted, complies vnm approved plant, speafic&bono and appfieabie sections of tho buildme codes. Tins
report only covert fee locations of the work inspected and docs not comututg cogmccnna opiaion or project control
INSPECTOR NAME: oT/"»7/e»»7
CiERTIFICATE NUMBER;). ~7£,O
INSPECTOR'S SIGNATURE:
NOTE: Inspections based on a 4-honr minimum; actual time after 4 boors,
doable time on Snnday
Ttee (B) Start
Tiaae (s) Stop
FAX COVER SHEET
PRIMARY GENERAL, INC
P O Box1077
La Mesa, CA 91944
(619)698-7751 phone
(619) 698-7755 fax
To: Rob - TC Welding From: Doug Whetstme
Fax: 460-7302 Pages: 4
Phone: Date: 8/24/07
Re: La Costa Glen Laundry CC:
D Urgent D For Review D Please Comment D Please Reply D Please Recycle
• Comments:
Rob,
Please re-bid per the attached changes If questions call my cell 726-5159
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EsGil Corporation
In Partnership with government for <Buifding Safety
DATE 6/29/O7
JURISDICTION City of Carlsbad
PLAN CHECK NO 07-0023 SET III
PROJECT ADDRESS 1941 Silverleaf Circle
PROJECT NAME La Costa Glen Maintenance Building and Storage -TI
APPLJSANT
PLAN REVIEWER
a FILE
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
X] 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 ) F ax #
Mail Telephone Fax In Person
X] REMARKS Applicant to provided a completed Special Inspection form for field welding
t
By Doug Moody Enclosures
Esgil Corporation
D GA D MB D EJ D PC 6/25/07 trnsmtldot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 «> (858)560-1468 + Fax (858) 560-1576
JLL-3-£007 06 49 FROM CONTINUING LIFE COMM 760-704-6262 TO 87575152
JUL-02-2007 HON 02:53 PM CITY OF CARSLBAD FAX NO. 760 602 8558
P 5
P. 04
City of Carlsbad 07*0023
6/29/07
SPECIAL INSPECTION PROGRAM
ADDRESS OR LEGAL DESCRIPTION: >*\Hl 5\ U\/gK Lgp,? Clfi£L£. ,
PLAN CHECK NUMBER: O7-O0Z3 OWNER'S NAME: UF£ GsWWM** mgS,
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 (UBC) Section 17011 for the construction project located at the site listed
above UBC Section J 063.5
Signed
I, as the(jagmegparchitect 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
Signed
1. List i requiring special inspection:
Soils Compliance Prior to Foundation Inspection
Structural Concrete Over 2500 PSI Q Hfg
Prestressfld Concrete
Structural Masonry
Designer Specified
Field Welding
trength Bolting
Expanston/Epoxy Anchors
Sprayed-On Fireproofing
Q Other
2. Name(s) of Individual(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.
C.
To &Yi<*t(ffi fwe fen
Social mspectore shall check m w»m me oiy ami prasem their Mdenfials fcr approval EDStig beginning «wk on the job site
EsGil Corporation
In Partnership with government for <Buifding Safety
DATE 5/29/O7 a APPLICANT
JURISDICTION City of Carlsbad ffLAN REVIEWER
a FILE
PLAN CHECK NO O7-OO23 SET II
PROJECT ADDRESS 1941 Silverleaf Circle
PROJECT NAME La Costa Glen Maintenance Building and Storage -TI
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
XI 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
XI The applicant's copy of the check list has been sent to
La Costa Glen Continuing Life Communities / Ryan Currie
1940 Levante Street, Carlsbad, CA 92009
Esgil Corporation staff did not advise the applicant that the plan check has been completed
X3 Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted , Ryan Currie Telephone # 760-704-6263
Date contacted^/a^'°\by^S) Fax # 760-704-6262
Mail Telephone ^^fax^ In Person
REMARKS
By Doug Moody Enclosures
Esgil Corporation
D GA D MB D EJ D PC 5/21/07 trnsmtldot
9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576
City of Carlsbad 07-OO23
5/29/07
RECHECK PLAN CORRECTION LIST
JURISDICTION City of Carlsbad
PROJECT ADDRESS 1941 Silverleaf Circle
PLAN CHECK NO O7-OO23
SET II
DATE PLAN RECEIVED BY
ESGIL CORPORATION 5/21/07
REVIEWED BY Doug Moody
DATE RECHECK COMPLETED
5/29/O7
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and disabled access This plan review is
based on regulations enforced by the Building Department You may have other corrections
based on laws and ordinances enforced by the Planning Department, Engineering Department
or other departments
The following items listed need clarification, modification or change All items must be satisfied
before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law
Please make all corrections on the original tracings and submit
prints to
new complete sets of
B
D
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
The following items have not been resolved from the previous plan reviews The original
correction number has been given for your reference In case you did not keep a copy of
the prior correction list, we have enclosed those pages containing the outstanding
corrections Please contact me if you have any questions regarding these items
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?
UYes QNo
City of Carlsbad O7-OO23
5/29/O7
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, conected 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 Ftre 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
7 Please clearly indicate all structural changes to the building Provide complete structural
details on the plans with cross referencing as needed to show the structural framing will
comply with the design calculations and building code requirements Section 106 3 3
See comment 8.
8 Please provide plans and calculations signed by the California State licensed engineer or
architect for the structural design of the new cover slorage and new masonry walls
Include all calculations and finding on the plans Please include the California license
number, seal, date of license expiration and date plans are signed Business and
Professions Code Please revise the support of the existing masonry wall at the new
opening from laundry room 106 and the new area (109 and 111) shown in detail 6
on S-2 to comply with section 2307 of the CBC. (wood members shall not support
masonry)
12 Please provide a detail showing the discharge of the washers to be consistent with the
manufacturer's specification (detail a hub dram, floor sink or trough and the required
clearance), show the fixtures requiring standpipes, show the fixtures which gravity drain
and the connection, please provide the water demand for the individual washers Show
any attachment requirements Please provide complete details of the construction of
the trough drain serving the new washer location. Please provide calculations for
the discharge of the washers, provide details of the support of the top loader
washer that would normally discharge into a stand pipe.
22. Show on the site plan the complying disabled accessible path of travel from the disabled
accessible parking spaces to the primary entrance of the tenant space Please provide
detailed plans of the path of travel, indicate slope and width, any pedestrian ramps, curb
ramps, walks, handrails, provide dimensioned parking stall details etc Ramps shall not
encroach into any accessible parking space or the adjacent access aisle Section
1129B.43.
City of Carlsbad O7-OO23
5/29/O7
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 Q No Q
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 Doug Moody at Esgil Corporation Thank you
\ ,
EsGil Corporation
In Partnership with government for (BuiUing Safety
DATE 1/12/07 a AgPLJCANT
JURISDICTION City of Carlsbad a PLAN REVIEWER
a FILE
PLAN CHECK NO 07-0023 SET I
PROJECT ADDRESS 1941 Silverleaf Circle
PROJECT NAME La Costa Glen Maintenance Building and Storage -TI
I | 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
XI The applicant's copy of the check list has been sent to
La Costa Glen Continuing Life Communities / Ryan Currie
1940 Levante Street, Carlsbad, CA 92009
Esgil Corporation staff did not advise the applicant that the plan check has been completed
XI Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted /Ryan Currie Telephone # 760-704-6263
Date contacted // . /^/^(by^3 Fax # 760-704-6262
Mail Telephone ^ Fax \/ In Person
REMARKS
By Doug Moody Enclosures
Esgil Corporation
D GA D MB D EJ D PC 1/8/07 trnsmtldot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576
City of Carlsbad O7-OO23
1/12/07
PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PLAN CHECK NO O7-0023
OCCUPANCY Fl
TYPE OF CONSTRUCTION VN
ALLOWABLE FLOOR AREA
SPRINKLERS'? YES
REMARKS
DATE PLANS RECEIVED BY
JURISDICTION 1/3/07
DATE INITIAL PLAN REVIEW
COMPLETED 1/12/07
JURISDICTION City of Carlsbad
USE Laundry + Covered Storage
ACTUAL AREA 2567sf +637sf
STORIES 1
HEIGHT
OCCUPANT LOAD 28
DATE PLANS RECEIVED BY
ESGIL CORPORATION 1/8/07
PLAN REVIEWER Doug Moody
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 ordinances enforced 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
Code sections cited are based on the 2001 CBC, which adopts the 1997 UBC
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.
TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPL EMENTS (1997UBC)tiforw dot
City of Carlsbad 07-0023
1/12/O7
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
1 Indicate on the Title Sheet of the plans, the name of the legal owner and name
of person responsible for the preparation of the plans Section 106 3 3
2 Plans and calculations shall be signed by the California state licensed engineer
or architect where there are structural changes to existing buildings or structural
additions Please include the California license number, seal, date of license
expiration and date plans are signed Business and Professions Code
3 Provide a statement on the Title Sheet of the plans stating that this project shall
comply with the 2001 editions of the California Building/Plumbmg/Mechanical
Codes and the 2004 edition of the California Electrical Code, which adopt the
1997 UBC, 2000 UMC, 2000 UPC and the 2002 NEC
4 Provide a Building Code Data Legend on the Title Sheet Include the following
code information for each building proposed
* Occupancy Group
* Description of Use
* Type of Construction
* Sprinklers Yes or No
* Justification to exceed allowable area in Table 5-B include the new covered
storage in the area calculations (if applicable)
5 Show any existing fire rated area separation walls, occupancy separation walls,
demising walls, shafts or rated corridors Identify and provide construction details
for proposed new fire rated walls
6 Identify existing walls to be removed, existing walls to remain and proposed new
walls Identify bearing walls, non-bearing walls, and shear walls
City of Carlsbad 07-0023
1/12/07
7 Please clearly indicate all structural changes to the building Provide complete
structural details on the plans with cross referencing as needed to show the
structural framing will comply with the design calculations and building code
requirements Section 106 3 3
8 Please provide plans and calculations signed by the California State licensed
engineer or architect for the structural design of the new cover storage and new
masonry walls Include all calculations and finding on the plans Please include
the California license number, seal, date of license expiration and date plans are
signed Business and Professions Code
9 Please provide the UL listing and manufacturer's installation information for all
new equipment to be installed Show all electrical requirements, plumbing
requirements, exhaust or mechanical requirements, operational weight,
anchorage and seismic restraints if required etc Section 106 3 3
10 Please provide the listing information and manufacturers installation
requirements for the dryer, listing the combustion air requirements and make-up
air requirements for the dryers
11 Please provide the listing information and manufacturers installation
requirements for thel washer, listing the water supply requirements and waste
and drainage requirements
12 Please provide a detail showing the discharge of the washers to be consistent
with the manufacturer's specification (detail a hub dram, floor sink or trough and
the required clearance), show the fixtures requiring standpipes, show the fixtures
which gravity dram and the connection, please provide the water demand for the
individual washers Show any attachment requirements
13 Provide complete plumbing plans, including
a) Provide gas line plans and calculations for the new and existing dryers,
showing pipe lengths and gas demands UPC Section 1217 0
b) Provide complete water line sizing plans and calculations, including the
water pressure, pressure losses, water demands, and developed pipe
lengths UPC Section 610 0
14 Please revise the mechanical plans to show the make-up air for the new exhaust
fan EF-1
15 Please imprint on the plans the City of Carlsbad Policies and Procedures for
Roof Mounted Equipment to the plans
16 Please note on the plans "AC Cable is not allowed in A, B, E, H, and I
occupancies NM cable is restricted (without City approval) to one and two
family dwellings Note on plans that an equipment ground conductor is to be
installed in all flexible conduits"
City of Carlsbad 07-OO23
1/12/07
17 It appears the lighting system is to be altered Please provide the required
energy compliance forms The OLTG forms shall be signed and imprinted on the
plans
18 Provide complete energy designs for the proposed changes in the mechanical
systems Provide the completed MECH-1-C forms showing energy compliance
19 The completed and signed MECH-1-C forms must be imprinted on the plans
20 When alterations, structural repairs or modifications or additions are made to an
existing building, that building, or portion of the building affected, is required to
comply with all of the requirements for new buildings, per Section 1134B 2 These
requirements apply as follows
a) A primary entrance to the building and the primary path of travel to the
altered area, must be shown to comply with all accessibility features
b) Existing sanitary facilities that serve the remodeled area must be shown to
comply with all accessibility features
21 It is unclear from the plans if the restrooms servicing the tenant improvement are
disabled accessible, please provide a dimensioned restroom plans showing the
restroom to be accessible compliant
22 Show on the site plan the complying disabled accessible path of travel from the
disabled accessible parking spaces to the primary entrance of the tenant space
Please provide detailed plans of the path of travel, indicate slope and width, any
pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking
stall details etc
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 Ihe plans
Have changes been made to the plans not resulting from this correction list?
Please indicate
Yes Q No a
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 Doug Moody at
Esgil Corporation Thank you
POLICIES AND PROCEDURE
NUMBER 80-6 SUBJECT ROOF MOUNTED EQUIPMENT
EFFECTIVE 5/1/92 SECTION BUILDING DEPARTMENT
SUPERSEDES 80-6(9/10/80)
80-6(5/01/81)
PURPOSE
INTENT
PROVIDE INSTALLATION STANDARDS FOR ALL ROOF MOUNTED EQUIPMENT AND
PENETRATIONS ON COMMERCIAL AND INDUSTRIAL BUILDINGS
A Maintain roof integrity
B Prevent hazardous condition to firemen who must fight fire on the roof
C Provide an installation that is aesthetically sensitive to the building and the
adjoining properties
POLICY 1 All equipment shall be concealed from vie'./ and the design* shall meet the
approval of the Planning Department
2 All equipment shall be specifically designed and approved for exterior use and
shall be approved by the City of Carlsbad Building Department
3 All roof mounted equipment shall ba on a platform which shall be an integral
part of the roof-flashed and waterproofed When a screen is approved, it shall
have as few roof connections as possible and be structurally adequate
4 All electrical, plumbing, mechanical duct work and related piping shall be inside
the building and not on the roof All connections related to equipment shall be
made in the same roof opening on the platform or have the prior approval from
the building official
5 Sewer vents shall be brought to one main vent below the roof and have one
penetration where restrooms or other plumbing fixtures are back to back or in
the general proximity
Air exhaust fans and other equipment shall be within the building and use the
same roof opening where restrooms aid other equipment are bac.< to back or in
general proximity
6 Existing buildings and equipment, remodel or replacement, shall meet the above
regulations or shall have the prior approval from the building official
7 Where new equipment is installed, unused or abandoned equipment, including
all roof mounted piping electrical, mechanical, duct, and other related
appurtenances shall be removed from roof and unused openings properly sealed
to maintain roof integrity
•The architect should, through design, conceal the heatmg/AC unit and other equipment whether
they are on the roof or elsewhere
ciated By Approved B
City of Carlsbad 07-O023
1/12/07
VALUATION AND PLAN CHECK FEE
JURISDICTION City of Carlsbad
PREPARED BY Doug Moody
BUILDING ADDRESS 1941 Silverleaf Circle
PLAN CHECK NO 07-OO23
DATE 1/12/07
BUILDING OCCUPANCY Fl TYPE OF CONSTRUCTION VN
BUILDING
PORTION
Tl
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
( Sq Ft )
3204
cb
RIHn Pprmifr Fpo hw HrHinanro '. ^T
Valuation
Multiplier
3437
3y Ordinance
Reg
Mod
VALUE ($)
110,121
110,121
$580 44
Plan Check Fee by Ordinance
Type of Review
I I Repetitive Fee
Repeats
0 Complete Review
D Other
r-i Hourly
Structural Only
Hour*
Esgil Plan Review Fee
Comments
$377 29
$325 05
Sheet 1 of 1
macvalue doc
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER C&O1
ADDRESS
DATE
A UA \wOUJfldM (? CM HU
RESIDENTIAL TENANT IMPROVEMENT
RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL
(<$1 0,000.00)
CARLSBAD COMPANY STORES
POOL / SPA
RETAINING WALL
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
OTHER
PLANNER
ENGINEER
( /xy^-y
DATE
DATE
Carlsbad Fire Department
Plan Review Requirements Category TI, COMM
Date of Report 01-09-2007
Name
Address
Reviewed by
Permit # CB070023
Job Name 4000 SF LAUNDRY RENOVATION
Job Address 1 94 1 SILVERLEAF CR CBAD
adequately conduct a review to detenrnne
carefully all
and approval
Conditions:
review is incomplete At this
the necessary plans and/or specifications, with
P lease review
Cond CON0001805
[MET] No Comments
Entry 01/09/2007 MS Action AP
DUNN SAVOIE INC
STRUCTURAL ENGINEERS SOB S CLEVELAND ST
QCEANSIDE CA S2O54
PH r7BCO 966-6353
FX C7BOD SBB-B3BO
E-mail dsi@surfdsi com
Plan Check Correction Resubmittal
STRUCTURAL CALCULATIONS
FOR
LA COSTA GLEN
CMU Wall Removel & Laundry Remodel
1941 Silverleaf Circle
Carlsbad, CA 92009
(DSI PROJECT NO 06129 00)
(Designer Kip McBane)
JUNE 18, 2007
TABLE OF CONTENTS
ITEM PAGE
Revised Beam Design PCI
ITEM Plan Check Response
8 Please find the revised framing plan on sht S3 specifying the WSxlO stl bm to
replace the previous wood bms and details 6 & 7 on sht S2 revised accordingly
Title La Costa Glen Job #
Dsgnr srg Date 145PM 18JUN07
Description Commercial Remodel
Scope Structural Engineering
Rev 560100
User KW 0602938 Ver 5 6 1 25 Oct 2002
(c)1983 2002 ENERCALC Engineering Software Steel Beam Design
Description j-1 revised 6/18/07
Page 1
\\server3\users\sgalindo\shared\la costa glen
General Information
Steel Section W8X10
Center Span
Left Cant
Right Cant
Lu Unbraced Length
1350ft
000ft
000 ft
000ft
Calculations are designed to
Pinned Pinned
Bm Wt Added to Loads
LL & ST Act Together
MSC 9th Edition ASD and 1997 UBC Requirements
Fy 36 OOksi
Load Duration Factor 1 00
Elastic Modulus 290000ksi
Distributed Loads
# 1
DL 0152
LL 0 133
ST
Start Location
End Location 13500
#2 #3 #4 #5 #6 #7
k/ft
k/ft
k/ft
ft
ft
Summary |
Using W8X10 section Span = 13
End Fixity = Pmned-Pmned Lu =
Moment
fb Bending Stress
fb/Fb
Shear
fv Shear Stres<
fv/Fv
Beam OK
50ft Fy = 360ksi
0 00ft LDF = 1 000
Actual
6 722 k ft
10331 ksi
0435 1
1 992k
1 485 ksi
0103 1
static Loaa uase governs stress
Allowable
15459 k-ft
23 760 ksi
19315k
14 400 ksi
Max Deflection
Length/DL Defl
Length/(DL+LL Defl)
-0 247 in
1 1948 1
6562 1
Force & Stress Summary
Max M +
Max M-
Max M @ Left
Max M @ Right
Shear @ Left
Shear® Right
Center Defl
Left Cant Defl
Right Cant Defl
Query Defl @
Reaction @ Left
Reaction @ Rt
Maximum
6 72 k-ft
1 99k
1 99k
0 247 m
0 000 in
0 000 m
0000ft
1 99
1 99
Fa calc'd per Eq E2 1 K*L/r<Cc
I Beam Passes Table B51 Fb per Eq F1
DL
Only
369
1 09
1 09
-0136
0000
0000
0000
1 09
1 09
Fb = 0 66 Fy
«- These columns are Dead + Live Load placed as noted -»
LL
(5) Center
672
1 99
1 99
-0247
0000
0000
0000
1 99
1 99
LL+ST
(5) Center
LL+ST
&. Cants
0247
0000
0000
0000
1 99
1 99
0000
0000
0000
0000
k-ft
k-ft
k-ft
k-ft
k
k
0 000 in
0 000 in
0 000 in
0 000 in
k
k
Section Properties W8X10
M&^&^^^f&g^^i&S^^^^
Depth 7 890 in
Width 3 940 in
Web Thick 0170m
Flange Thickness 0 205 in
Area 2 96 m2
Weight
l-xx
l-yy
S-xx
S-yy
1005#/ft
30 80 m4
2 09 m4
7 807 in 3
1 061 in 3
r-xx
ryy
Rt
3 226 in
0 840 in
0 990 in
I
T-SQUARED
PROFESSION*!. ENGINEERS. !NC
T-SQUARED Professional Engineers, Inc
CONSULTING MECHANICAL & ELECTRICAL ENGINEERS
1340 Specialty Drive • Suite E
Vista CA 92081
Tel (760) 560-0100
Fax (760) 560-0101
www tsaeng com
Memorandum
Date
To
From
Subject
Description
Project No
CC Distribution
Email Distribution
6/12/2007
Kip McBane/W M Design
Esteban Flores / T-Squared Professional engineers
La Costa Glen Laundry-Remodel
Plan Check Comments & Responses
05123
None
None
Plan check reviewer Doug Moody
Plan check no 07-0023
(See attached plan check document for full comment description)
Issue No
Plumbing
Comment & Responses
14 Comment Please provide complete details of the construction of the trough drain
Response Trench drain construction per architectural plans Maximum extractor fluid
capacity is 530 gallon (2 x new extractors and 4 x existing extractors) Zurn
Co recommends Trench Drain model# 8201 at 12" wide x 8' long x 7 25"
deep Proposed trench shall be constructed to 14" wide x 24' long x 12"
deep Top loader washers maximum fluid capacity is 70 gallons Proposed
trench drain shall be constructed to 14" wide x 7' long x 12" deep Top
loader washers are existing and drains have been modified to discharge to
existing trench drain
Please call/email if you have any questions or need clarification from any responses mentioned
Thank you
END OF MEMO
ZURN Z-882 12" WIDE TRENCH
DRAIN SYSTEM
TAG
Dimensions Subject to Manufacturing Tolerances
JL
12 [305mm}
9-1/4 [235mm}
4 [102mm]
WIN
1
c i E
!
° I4 c
1 1 1 I
4 [102mm]_
WIN
ENGINEERING SPECIFICATION Zurn Z-882 Channels shall be 8' long, 12" wide and have a 9-1/4" wide throat Modular channel
sections shall be made of HOPE have interlocking ends, and a radiused bottom Channel shall be provided with no slope
(neutral) or with a 1 04% built-in-slope Channels shall be available with inverts ranging from 6 25 to 18 25" Channels shall
have clips molded into the sides of the channel to accomodate vertical re-bar for positioning and anchoring purposes Choices of
class A B C D E and F grates shall be available with H-20 and/or FAA load ratings and/or ADA compliance with mechanical
lockdown devices A heavy-duty steel frame shall be provided to distribute weight between the grates and the HOPE channel
End outlets bottom outlets and side outlets shall be available in 4" 6", and 8" diameters Trench dram shall be Flo-Thru model
882
OPTIONS (Check/specify appropriate options)
PREFIXES
. . .Note
Z- 8' Structural Composite Channel Heavy-Duty
with Anchor Studs Cast Grate-Class C with lockdowns
and anchor tabs *
+ Actual channel length is 8' 2-1/2" to allow for overlap with
the exception of P N 1
SUFFIXES
_ -BD Black Acid Resistant Coated Ductile Iron Grate
_ -BG Galvanized Steel Bar Grate
_ -CBF Black Acid Resistant Coated Frame
_ -CT Cast Iron Tire Proof Grate
_ -CWF White Acid Resistant Coated Frame
_ -DB Dome Bottom Strainer
_ -DGC Ductile Iron Grate-Class C
_ -DGE Ductile Slotted Grate-Class E
_ -DGC-G Galvanized Ductile Iron Grate-Class C
_ -DGE-G Galvanized Ductile Iron Grate-Class E
_ -E1 Closed End Cap
_ -E4 4' No-Hub End Outlet
_ -E6 6" No-Hub End Outlet
_ -E8 8" No-Hub End Outlet
_ -FG Fabricated Galvanized Steel Slotted Grate
_ -FS Fabricated Stainless Steel Slotted Grate
_ -G Galvanized Iron Grate and Frame
_ -GD Galvanized Ductile Iron Grate
_ -GF Fiberglass Frame and Grate
_ -GFA Galvanized Iron Frame
_ -GG Fiberglass Grate
_ -GL Grate Lockdown Assembly
- -HPD Heel Proof Ductile Iron Grate
_ -IA Inlet Adaptor
_ -JC Joint Connector
- -PG Perforated Galvanized Steel Grate
_ -PVC Polyvmyl Chloride (PVC) Frame
Trench
No
8201
8202
8203
8203N
8204
8205
8206
8206N
8207
8208
8209
8209N
8210
8211
8212
Shallow
Inv
(m)
625
725
825
925
925
1025
11 25
1225
1225
1325
14 25
1525
1525
1625
1725
Shallow
Inv
(rnm)
159
184
210
235
235
260
286
311
311
337
362
387
387
413
438
Deep
Inv
(in)
725
825
925
925
1025
11 25
1225
1225
13258
1425
1525
1525
1625
1725
1825
Deep
Inv
(mm)
184
210
235
235
260
286
311
311
337
362
387
387
413
438
464
Flow
Rate
(cfs)
1 241
1 725
2226
2 745
3271
3808
4347
4893
5443
5996
6 551
7 106
Flow
Rate
(gpm)
557
774
999
1232
1468
1709
1951
2196
2443
2691
2940
3189
Flow
Rate
(Ips)
35
49
63
78
93
108
123
139
155
170
186
202
-PS Perforated Stainless Steel Grate
-RFC Reinforced Galvanized Steel Slotted Grate
. -RFS Reinforced Stainless Steel Slotted Grate
-RPG Reinforced Perforated Galvanized Steel Grate
-RPS Reinforced Perforated Stainless Steel Grate
-SBG Stainless Steel Bar Grate
-SF Type 304 Stainless Steel Top Frame
-U4 4" No-Hub Bottom Outlet
-U6 6" No-Hub Bottom Outlet
-U8 8" No-Hub Bottom Outlet
-VP Vandal Proof Secured Grate/Cover
-WD White Acid Resistant Coated Ductile Iron Grate
"REGULARLY FURNISHED UNLESS OTHERWISE SPECIFIED
REV J__ DATE 03/12/04 C N NO 101215
DWG NO 62219 PRODUCT NO Z-882
ZURN INDUSTRIES, INC FLO THRU DIV 2640 South Work Street Falconer NY 14733
Phone 716/6651132 Fax 716/6651135 World Wide Web www^urncom
In Canada ZURN INDUSTRIES LIMITED 3544 Nashua Drive, Mississauga Ontario L4V1L2 Phone 905V405-8272 Fax 905V405 1292
DUNN SAVOIE INC.
STRUCTURAL ENGINEERS
3DB S CLEVELAND ST
CCEANSIDE CA S2O54
PH C7BOD 366 6355
F=X C76O1 366 B3BD
E mail dsi@surfdsi com
STRUCTURAL CALCULATIONS
FOR
La Costa Glen
CMU Wall Removal & Laundry Remodel
1941 Silverleaf Circle
Carlsbad, CA 92009,
(DSI PROJECT NO. 6129.00)
(DESIGNER: Kip McBane)
JANUARY 15, 2007
TABLE OF CONTENTS
ITEM
DESIGN CRITERIA
DESIGN LOADS
FRAMING KEY PLAN
VERTICAL ANALYSIS
LATERAL ANALYSIS
(E) CMU SHEAR WALL ANALYSIS
TRELLIS SUPPORT DESIGN
STRUT DESIGN/ANALYSIS
(N) CMU SITE WALL DESIGN
PAGE
1
2
3 .
4-6
7,8
9-11
12-16
17
18-21
Dunn Savoie Inc
Structural Engineers
908 S Cleveland St
Oceanslde, CA 92054
Tel (760)966-6355
Fax (760)966-6360
JOB La Costa Glen
SHEET NO OF
CALCULATED BY SRG DATE 7/06
CHECKED BY DATE
SCALE
I
I
I
I
I
I
I
DESIGN CRITERIA
CODE
2001 California Building Code
SEISMIC
WIND
WOOD
Z = 04 (Zone 4)
!= 1
>10 km from Type B Fault
SOIL TYPE = SD (assumed)
R = 45 (wood shearwalls)
Na= 10
Nv = 12
Ca = 0 44
V= 25CalW/R
V= 024 W LRFD
V/14= 0175 W ASD
70MPH
EXPOSURE C
97NDS
2x & 3x No 2
>3x No 1
I
I
I
Design Loads
Dunn Savoie Inc
Structural Engineers
908 S Cleveland St
Oceanside, CA 92054
Tel (760) 966-6355
Fax (760) 966-6360
JOB La Costa Glen
SHEET NO OF
CALCULATED BY SRG DATE 7/06
CHECKED BY DATE
SCALE
DESIGN LOADS
ROOF
DEAD LOADS
Built-Up Roofing w/ Re-Roof
1/2" Plywood
14" TJI/250 @ 24" o c
5/8" Gyp Ceiling
ME&P
Miscellaneous
Z Dead Load
Live Load
CANOPY
(psf) (psf)
40
1 7
1 5
28
1 0
1 0
120
200
FLOOR
DEAD LOADS
2" H R Cone Fill
3/4" Plywood
22"TJI/H90@16"oc
1/2" Gyp Ceiling
ME&P
Miscellaneous
2 Dead Load
Live Load
(psf)
250
25
48
22
05
1 0
360
1000
WALLS
DEAD LOADS
Stucco
8" CMU
5/8" Gyp
1/2" Gyp
3/8" Plywood
2x4 @ 16"o c
2x6 @ 16"o c
Batt Insulation
(0 2xThickness)
Miscellaneous
Z Dead Loads
Interior
Partition
(psf)
44
1 1
05
40
1 7
22
100
1 0
L 1 1
200
200
reducible
Exterior
(psf)
100
22
1 1
1 1
08
08
2x12@24"oc
Stucco Soffit
CMU
(psf)
770
1 0
1 0
60 160 790
Design Loads
I
I
I
I
I
I
I
I
1
I
I
I
I
I
2 p *m*m I
3 ! hi -.,
s. i I PiPPillf s
S °Soj ^Doe^rS^z K S wtjitjauiji''-111*i5BHI«fEiib
fi i °Pf '• Ir^^l '- ' '
'^^•^T-'^-l sp-^^n i ^t-ssssrsss^sss-ssiE-\z e> s t hi
£ < ]-K
! / \
U,
f - ? -K %*"•»
|
Js
o
IS1U O
^nl ^. \.( ,\L x!
^^J^^2SSSS25S==SE=^VSS-J
« uuiuiai ciiymeers
908 S Cleveland St
Oceanslde, CA 92054
Tel (760)966-6355
| Fax (760)966-6360
SHEET NO
CALCULATED BY SRG DATE Jul-06
CHECKED BY DATE
SCALE
VERTICAL ANALYSIS
Level Floor
Members 7"fe*t<^T4»
Mark 'f\,. '5t?Yf?1 Span =
W2= ^
Pi=
P2=
R Left=
R Right=
i^"^ ft ra Uniform Load
04- ~ l-Qt? P|f
plf
Ibs
Ibs
= 1^2-4 Ibs
= \^l^r IbS
Vaiiow= \swre? Ibs > Vmax = |^2^ Ibs
'"' allow" |j/5, ^^/^ '" "• ^
Aa>iow= /^-pes m >
CD= )i/7
R Jl ^ IU.*fl.
'"' max ~ (^^^>\'^y "•' "•
A TI = •?,,?*? in' ^ Z^Cf £r~-Use '^^'.x \\]^ 'T'l'--
Grade \ ~1^~ \^±-
Mark Span =
W1=
W2=
Pi=
P2=
R Left=
R Right=
V aiiow= Ibs ]>
M allow= lb*ft >
/\allow~ m ^>
CD=
ft QjUnik
plf
plf
Ibs
Ibs
Ibs
Ibs
Vmax= Ibs
M max = lb*ft
A TL = m
)rm Load
Use
Grade
Mark Span =
w,=
W2=
PI=
P2=
R Left=
R Right=
V allow= IbS !>
M altow= lb*ft >
/\allow~ m ^>
CD=
ft Flunifc
plf
plf
Ibs
Ibs
Ibs
Ibs
V max = IbS
M max = lb*ft
ATL =
>rm Load
Use
Grade
9QSS Cleveland St
Oceanslde, CA 92054
Tel (760)9666355
Fax (760)966-6360
SHEET NO
CALCULATED BY SRG
CHECKED BY
SCALE
OF
DATE
DATE
Jul-06
Level
Members
Trellis
Mark ^2=^4,1^ Span = ix IA~\ ft
W1= "^J^,/^ = ^
W2=
|2 Uniform Load
plf
plf
PI= = lbs
P2=
R Left= = xfzr7
R Right= = >4^-r
V — \V\c ^ \/allow" i'/?*?}# IDS -^ max — 'Xr2r7
M allow= I JXW 'b -^ max = V&?(2?
/\allow= ^^yf^yy m > A TL = ,Zn?Ct
D= I X
lbs
lbs
lbs
'bs " ^L^ PT-u-^l (?: ^-'/^
ib*n
, in Use "JZ-^^S? ^ '2*^r s <£•-
Grade -b^M^"1?5*^-
Mark
W! =
W2=
Pl =
P2=
R Left=
R Right=
V allow"
M allow=
/\allow=
CD=
Span = ft [^Uniform Load
plf
plf
lbs
lbs
lbs
lbs
lbs > V max = lbs
lb*ft > Mmax= lb*ft
m > A TL = m Use
Grade
Mark
w,=
W2=
P!=
P2=
R Left=
R Right=
V allow=
M allow-
Aallow=
CD=
Span = ft FlUnifci__i
plf
plf
lbs
lbs
lbs
lbs
lbs > Vmax= lbs
lb*n > M max = ib*ft
m > A TL= m
>rm Load
Use
Grade
l OICI I
J908S Cleveland St
! Oceanside, CA 92054
| Tel (760)966-6355
JFax (760)966-6360
SHEET NO OF
CALCULATED BY SRG DATE
CHECKED BY DATE
SCALE
Jul-06
Level Trellis
Members
Mark Span =Uniform Load
W2=
Pl=
P2=
R Left=
R Right=
V allow=
M allow=
/\ altow=
plf
>lf
Ibs
'ibs
Ibs
V
A Use _
Grade
llV
Mark ^^^-H^E Span = IT.
Wl = h-^-^r- -z-f)l \ £ (sllTs-r 9- •:
W2=
Pi=
^5 ft £x|Uniform Load
?I5^ = -£*Jr2^ P^
Plf
Ibs
P2= = Ibs
R Left=
R Right=
V allow= ^f^^r~l 'bs ^>
M — , ii^*ff- ^
allow" \?y (ff^T' ID " -^
Aallow= 1 \ls~~T In > /
CD= | /
— IKc?— ^5^^^ | 1U5
= -ZtfeZf^i IbS
Vmax= ^^v?! Ibs
VI max =17^1 ?r/ lb*ft
\ TL = ^pg3^ ln *-'Se ^^ i^"
Grade ^f^^-^l
Mark Uniforrn Load
R Left=
R Right="ibs
Ibs
"lb*ft
V max = I £=^-4^
A TL Use _
Grade
908 S Cleveland St
Oceanside, CA 92054
Tel (760) 966-6355
Fax (760) 966-6360
SHEET NO
CALCULATED BY SRG
CHECKED BY
SCALE
OF
DATE Jul-06
DATE
| LATERAL ANALYSIS |
Roof
Area of Roof =
Total Weight of Roof = '_
Interior Wall Weight =
Exterior Wall Weight = '
Floor
Area of Floor =
Total Weight of Floor =
Interior Wall Weight =
Exterior Wall Weight =
Total Roof Diaphragm Weight =
Total Floor Diaphragm Weight =
Total Roof + Total Floor Diaphragm Weight = W =
Ibs
ft2
Ibs
Seismic Design
Seismic Zone -^
Soil Type •&&
Fault Type &
Dist To Fault = ^km
(N.) = ,
R =
Ca =
Nv =
Cv= ..
Ct = 0 02
T= 02(hn)75 = ^
Design Base Shear
V= (w
Needs not exceed
V=w
Minimum Base Shear
V=w
Minimum Base Shear (for Seismic Zone 4)
V= 8(Z)(NV)(I)(W) = W
R
Therefore V =Ibs
Load Distribution
Level
Roof
Floor
Total
w
k*ft
k*ft
k (all directions)
(all directions)
QUUOLUlctl
908 S Cleveland St
Oceanside, CA 92054
Tel (760)966-6355
Fax (760) 966-6360
SHEET NO
CALCULATED BY SRG
CHECKED BY
SCALE
DATE Jul-06
DATE
WIND ANALYSIS
Exposure
1 =
cq=_L
Basic Wind Speed = "7^ mph
P = (Ce)(Cq)(q,)(l)
atO'-15'
at15'-20'
at 20'-25'
at 25'-30'
at 30'-40'
P2 = i
P3 = j
P4 =
P5 =
psf at 1 5'-20'
at 20'-25'
- psf at 25'-30'
- psf at 30'-40'
g_
Governing Lateral Forces
!2^fHf
Wind Design
Roof Level
(N-S) direction V2-,i^?? Ibs
(E-W) direction ^\<?y?) Ibs
Floor Level
(N-S) direction ^^5^2? Ibs
(E-W) direction **?&&&> Ibs
Total Base Shear
(N-S) direction ^5^-.^^^ lbs<
(E-W) direction U4- -~T(J-I lbs<
Seismic Design
^n.^Lf^ Ibs
^l,^^^ Ibs
.'^ ^4-T Ibs
!^(> ^"V Ibs
^\?-^,l^\^ Ibs
' 1^5?^ (j\<!? Ibs
X
;^^=ki^^Ti,^ governs
/ *£*&-£^-^t|^ governs
^SLI UWLUI dl
908 S Cleveland St
Oceanside, CA 92054
Tel (760)966-6355
Fax (760) 966-6360
CALCULATED BY SRG
OF
DATE 7/06
CHECKED BY DATE
SCALE
Shear Wall Design "j ^ ^>^,M *^z~^- :^L.^ ^\^^*^^
Seismic Governed Design
Level ^^fj?^.
Direction i-4/^--
Lateral Force / Overall Floor Area = v = 6-6?, -7^1^ - |/4,"T"7 P&f
***"
Line ^
Tributary Area, T A = ^^•(^S^'/^) = 1 1 i^ ft2
Load, (v)(T A ) = ' = n-z*^ Ibs
Other Loads = = - Ibs
Total Load, T L = =11 'Z^-'Z- Ibs
Shear Wall Length, L = = f><=b* ft
T L /L = = !^<r^ plf
Use C-^per Shear Wall Schedule ^^Ai^A^-il
Overturnmq
Shear Panel Length = = ft
OT Moment = = ft-lb
Resisting Moment = = ft-lb
Net Moment = = ft-lb
Uplift = = Ibs
Use \/per Holdown Anchor Schedule
D Holdowns Not Required
Line
Tributary Area, T A = = ft2
Load, (v)(T A ) = Ibs
Other Loads = = Ibs
Total Load, T L = Ibs
Shear Wall Length, L = ft
T L /L = = plf
Use ( /per Shear Wall Schedule
Overturning
Shear Panel Length = = ft
OT Moment = = ft-lb
Resisting Moment = = ft-lb
Net Moment = = ft-lb
Uplift = = Ibs
Use \/per Holdown Anchor Schedule
D Holdowns Not Required
JOB.
DUNN SAVOIE INC
STRUCTURAL ENGINEERS
908 S Cleveland Street
OCEANSIDE, CA 92054
PH (760) 966 6355 FAX (760) 966 6360
Email dsi@surfdsi com
SHEET NO .OF_
CALCULATED BY_
CHECKED BY
SCALE
DATE
DATE
= 17
P>U-
-f
PRODUCT 207
DUNN SAVOIE INC
STRUCTURAL ENGINEERS
908 S Cleveland Street
OCEANSIDE, CA 92054
PH (760) 966 6355 FAX (760) 966-6360
Email dsi@surfdsi com
,OR
SHEETNO OF'
CALCULATED BY
CHECKED BY
SCALE
DATE
r- \i/n,
J
D PRODUCT 207
DUNN SAVOIE DNC
STRUCTURAL ENGINEERS
908 S Cleveland Street
OCEANSIDE, CA 92054
PH (760) 966-6355 FAX (760) 966-6360
Email dsi@surfdsi com
JOB_
SHEET NO .
CALCULATED BY_
CHECKED BY
SCALE
OF
DATE_
DATE_
PRODUCT 207
908 S Cleveland St
Oceanside, CA 92054
Tel (760) 966-6355
Fax (760) 966-6360
SHEET NO
CALCULATED BY SRG
CHECKED BY
SCALE
VjIfcSH
OF
DATE Jul-06
DATE
[LATERAL ANALYSIS
Roof
Area of Roof =
Total Weight of Roof =
Interior Wall Weight =
Exterior Wall Weight =
Total Roof Diaphragm Weight =
ft2
"ibs
"ibs
>s
Ibs
Total Diaphragm Weight = W =Ibs
Seismic Design
Seismic Zone A
Z= ,A
Soil Type -^v
Fault Type *&?
Dist To Fault = ^ km
1= i,^
N,= \.S
C, = ,A4 IN.) = ,^
Ct = 0 02
T= 02(hn)75= r/1
Design Base Shear
V= (
Needs not exceed
V=
1--4R
Minimum Base Shear
V=
W
Minimum Base Shear (for Seismic Zone 4)
V = 8(Z)(NV)(I)(W) = frT& W
R
Therefore V =W =Ibs
908 S CLEVELAND ST
OCEANSIDE CA 92054
(760) 966-6355
DSI@SURFDSI COM
usgnr srg uate
Description Commercial Remodel
UZMVI /!b JUL Ub
Scope Structural Engineering
(c)1983 2002 ENERCALC Engineering Software Steel Column Page 1
u \sgalmdo\sharedMa costa glenMacosta ecw
Description Trellis Post
Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements
Steel Section
Column Height
End Fixity
Live & Short Term
S^JS£MiWM^»;'&S&4toSM*
TS6X6X1/4
17500ft
Fix-Free
Loads Combined
Fy
Duration Factor
Elastic Modulus
X-X Unbraced
Y Y Unbraced
36 00 ksi
1 330
29 000 00 ksi
0000ft
0000ft
W$mW$lms&M!!8&£!F^8£^^m886W
X-X Sidesway
Y-Y Sidesway
Kxx
Kyy
!g33S&££S&33&K£SHK5£2SBfg3ajS8&gg*«M&&?
Sway Allowed
Sway Allowed
1 000
1 000
Axial Load
Dead Load
Live Load
Short Term Load
Point lateral Loads
Along Y-Y (strong axis moments)
Along X X ( y moments )
284k
316k
k
Summary
DL
Ecc for X-X Axis Moments
Ecc for Y-Y Axis Moments
ST
0 000 m
0 000 in
1 192k
ft
17500ft
Column Design OK i
Section TS6X6X1/4 Height = 17 50ft Axial Loads DL = 284 LL = 316 ST = 000k Ecc = 0 000m
Unbraced Lengths XX= 000ft Y-Y = 000ft
Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen)
AISC Formula H1 1
AISC Formula H1 2
AISC Formula H1 3 00236 00262 00497 08217
XX Axis Fa calc'd per Ea E2 1 K*L/r<Cc
' Axis Fa calc'd per Eo E2 1. K*L/r < Cc
I Stresses
Allowable & Actual Stresses Dead Live DL + LL
Fa Allowable 21 60 ksi
fa Actual 0 51 ksi
21 60 ksi
0 57 ksi
21 60 ksi
1 07 ksi
DL + Short
28 73 ksi
1 07 ksi
Fbxx Allow [F31]
fb xx Actual
23 76 ksi
0 00 ksi
23 76 ksi
0 00 ksi
23 76 ksi
0 00 ksi
31 60 ksi
0 00 ksi
Fbyy Allow [F3 1]
fb yy Actual
Analysis Values
Fex DL+LL
Fey DL+LL
Fex DL+LL+ST
Fey DL+LL+ST
0 psi
0 psi
132999999 psi
132999999 psi
23 76 ksi 23 76 ksi
0 00 ksi 0 00 ksi
Cmx DL+LL 085
Cmy DL+LL 085
Cmx DL+LL+ST 085
Cmy DL+LL+ST 085
23 76 ksi
0 00 ksi
31 60 ksi
24 78 ksi
1
Cb x DL+LL 1 75
Cb y DL+LL 1 75
Cb x DL+LL+ST 1 75
Cb y DL+LL+ST 1 00
Max X-X Axis Deflection 0 000 in at 0000ft Max Y-Y Axis Deflection -4188m at 17500ft
5 I «Ul_ I UHAL tNljINttKb
908 S CLEVELAND ST
OCEANSIDE CA 92054
(760) 966 6355
D5I@SURFDSI COM
550100
User KW 0602938 Ver 5 6 1 25 Ocl 2002
(c)1983 2002 ENERCALC Engineering Software
Dsgnr srg Date 1 02PM 26 JUL 06
Description Commercial Remodel
Scope Structural Engineering
Steel Column Page 2
u \sgalindo\shared\la costa glenMacosla ecw
Description Trellis Post
Section Properties
Depth
Width
Thickness
TS6X6X1/4
mzjWKfszm&Si
6 00 in
6 000 in
0 250 in
Weight
Area
1899#ift
5 59 m2
l-xx
lyy
S xx
Syy
r xx
r-yy
30 30 m4
30 30m4
10 100 in3
10 100 m3
2 328 in
2328m
908 S CLEVELAND ST
OCEANSIDE CA 92054
(760) 966 6355
DSI@SURFDSI COM
Dsgnr srg Date 3 50PM 31 JUL 06
Description Commercial Remodel
Scope Structural Engineering
Rev 560100
User KW 0602938 Ver 5 6 1 25 Oct 2002
(c)1983 2002 ENERCALC Engineering Software Pole Embedment in Soil Page 1
u \sgalindo\shared\la costa glenMacosta ecw^^j)tijfei^.^a'S!3aaaAi&«j!&iiia:^»sa!^igg
Description TS Col Ftg Revised 24" dia x 6ft embed
LlGeneral Information
Ba.BMfc^i«>±»*lfek.fc,iteini^
350 00 pcf Applied Loads
2 000 00 Psf Point Load 1128 00 Ibs
1 330 distance from base 17 500 ft
Allow Passive
Max Passive
Load duration factor
Pole is Circular
Diameter
No Surface Restraint
Summary
| Moments @ Surface
Point load
Distributed load
Without Surface Restraint
Required Depth
Press @ 1/3 Embed
Actual
Allowable
24 000 in
1974000 ft-#
000
5957 ft
931 00 psf
92431 psf
Distributed Load
distance to top
distance to bottom
0 00 #/ft
0000ft
0000ft
Total Moment
Total Lateral
1974000 ft-#
1 12800 Ibs
JOB
DUNN SAVOIE INC
STRUCTURAL ENGINEERS
908 S Cleveland Street
OCEANSIDE, CA 92054
PH (760) 966 6355 FAX (760) 966 6360
Email dsi@surfdsi com
SHEET NO OF_
CALCULATED BY_
CHECKED BY
SCALE
DATE.
DATE.
D PRODUCT 207
908 S CLEVELAND ST
OCEANSIDE,CA 92054
(760) 966 6355
DSI@SURFDSI COM
Dsgnr srg
Description
Scope
Date
Commercial Remodel
Structural Engineering
4 32PM 15 JAN 07
Rev 560100
User KW 0602938 Ver 5 6 1 25 Oct 200,:
(c)1933 2002 EMERCALC Engineering Software Cantilevered Retaining Wain Design Page 1
Wserver3*userslsgahndo\shared\la cosla glen
Description new 8"CMU site wall 8'-2"
Criteria Soil Data Footing Strengths & Dimensions
Retained Height - 083ft '
Wall height above soil = 820ft
Slope Behind Wall = 0 00 1
Height of Soil over Toe = 1 0 00 in I
Soil Density = HOOOpcf ^
F
Wind on Stem = 21 6 psf <
' Design Summary |
Total Bearing Load = 1 379 Ibs
resultant ecc = 9 26 in
Soil Pressure @ Toe = 1 524 psf OK
Soil Pressure @ Heel = 0 psf OK
Allowable = 2 000 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe = 2 108 psf
ACI Factored @ Heel = 0 psf
Footing Shear @ Toe = 1 1 9 psi OK
Footing Shear @ Heel = 3 7 psi OK
Allowable = 85 0 psi
Wall Stability Ratios
Overturning = 1 76 OK
Sliding = 425 OK
Sliding Calcs (Vertical Component Used)
Lateral Sliding Force = 235 9 Ibs
less 100% Passive Force= 588 2 Ibs
less 1 00% Friction Force= - 4136 Ibs
Added Force Req'd = 0 0 Ibs OK
for 1 5 1 Stability = 0 0 Ibs OK
! Footing Design ^siUts^_j|
Toe Heel
Factored Pressure = 2 1 08 0 psf
Mu Upward = 1 197 0 ft-#
Mu' Downward = 247 276 ft-#
Mu Design = 950 276ft-#
Actual 1 Way Shear = 1 1 88 3 73 psi
Allow 1 Way Shear = 85 00 85 00 psi
Toe Reinforcing = None Speed
Heel Reinforcing = None Speed
Key Reinforcing = None Spec'd
Mlow Soil Bearing = 2 000 0 psf f c = 2 500 psi Fy = 60 000 psi
Equivalent Fluid Pressure Method Mm As % = 0 0014
Heel Active Pressure = 350 Toe Width = 104ft
foe Active Pressure = 00 Heel Width = 171
^assive Pressure = 3500 Total Footing Width = 2T75"
A/ater height over heel = 0 0 ft
Footing Thickness = 1200m
-ootmg||Soil Friction = 0 300
3o,l height to ignore t^W'd!h
h = °°°ln
for passive pressure = 000 in Key Depth - 000 in
Key Distance from Toe = 0 00 ft
Cover @ Top = 3 00 in @ Btm = 3 00 in
Stem Construction |j _
Design height ft =
Wall Material Above Ht
Thickness =
Rebar Size =
Rebar Spacing =
Rebar Placed at =
fb/FB + fa/Fa
Total Force @ Section Ibs =
Moment Actual ft-# =
Moment Allowable ft-# =
Shear Actual psi =
Shear Allowable psi -
Bar Develop ABOVE Ht in
Bar Lap/Hook BELOW Ht m
Wall Weight psf
Rebar Depth 'd1 in
Top Stem
Stem OK
267
Masonry
800
# 4
2400
Center
0946
1374
4373
4620
33
194
2400
2400
840
381
fm psi 1 500
Fs psi = 24 000
Solid Grouting = Yes
Special Inspection = No
Modular Ratio n 25 78
Short Term Factor = 1 000
Equiv Solid Thick in = 7 60
Masonry Block Type = Normal Weight
Concrete Data
fc psi =
Fy psi =
Other Acceptable Sizes & Spacing:
Toe Not req'd Mu < S * Fr
Heel Not req d Mu < S * Fr
Key No key defined
2nd
Stem OK
000
Masonry
800
# 4
2400
Edge
0850
1893
8771
1 0323
33
258
2400
765
840
525
1 500
24000
Yes
No
2578
1 330
760
908 S CLEVELAND ST
OCEANSIDE CA 92054
(760) 966 6355
QSI@SURFDSI COM
usgnr srg Date 432PM 15 JAN 07
Description Commercial Remodel
Scope Structural Engineering
Reu 560100
User KW OS02938 Ver 5 61 25 Dot 2002
(c)1933 2002 ENERCALC Engineering Sottware Cantilevered Retaining Wall Design wserver3lusers\sgalindo\shaTed*la costa glen
Description new 8"CMU site wall 8'-2"
Summary of Overturning & Resisting Forces & Moments
Item
Heel Active Pressure =
Toe Active Pressure =
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil =
SeismicLoad =
OVERTURNING
Force Distance Moment
Ibs ft ft-#
588
1771
061
593
359
1 0509
Total = 235 9 O T M = 1 086 8
Resisting/Overturning Ratio = 1 76
Vertical Loads used for Soil Pressure = 1 378 6 Ibs
Vertical component of active pressure used for soil pressure
Soil Over Heel =
Sloped Soil Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
Soil Over Toe =
Surcharge Over Toe =
Stem Weighl(s) =
Earth @ Stem Transitions=
Footing Weight =
Key Weight =
Vert Component =
Total =
RESISTING
Force Distance Moment
Ibs ft ft-#
954 223 2128
955
7588
4125
164
y78~6~ Ibs
000
052
1 38
1 38
275
R M =
497
1 0433
5672
45 1
TgTsT
Pp=58819#
58 798#
?08 SOUTS- CLEVELAND 3T
S^i:C-!r)E CA 9205^
15242psf
8 00005m Mas w/ #4 @ 24 in o/c
Solid Grout
8 00005m Mas w/ #4 @ 24 in o/c
Solid Grout
10
#0@0 in
@Toe
#0@0 in
@ Heel
9-01/2
Designer select
all honz remf \*4 ^v^—
STRIJ^'; ft/^ :-NO!NECRS
'08 SOuTh CLt 'ELAND ST