HomeMy WebLinkAbout1775 DOVE LN; ; CB150504; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
07-07-2016 Commercial/Industrial Permit Permit No: CB150504
Building Inspection Request Line (760) 602-2725
Job Address: 1775 DOVE LN CBAD
Permit Type: Tl Sub Type: COMM Status: ISSUED
Applied: 02/17/2015
Entered By: JMA
Parcel No: 2150507000 Lot#: 0
Valuation: $454,860.00 Construction Type: 58
Occupancy Group: Reference# Plan Approved: 02/17/2015
Issued: 12/09/2015
Inspect Area PY
Plan Check #:
Project Title: DOVE LIBRARY:10,500 SF REMODEL
WFIREPLACE AT WEST EXTERIOR PATIO
Applicant: Owner:
PATRICK MCGARRY CITY OF CARLSBAD
405 OAK AVE
CARLSBAD CA 92008-3009
760-434-27 49
Building Permit
Add'l Building Permit Fee
Plan Check
Add'l Building Permit 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
Green Bldg Stands (SB1473) Fee
Fire Expedidted Plan Review
Total Fees: $0.00
$1,879.21
($1,879.21)
$1,315.45
($1 ,315.45)
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
($19.00)
$0.00
$0.00
$0.00
$19.00
$0.00
Payments To Date:
PUBLIC AGENCY 00000
Meter Size
Add'l Reel. Water Con. Fee
Meter Fee
SDCWA Fee
CFD Payoff Fee
PFF (3105540)
PFF (4305540)
License Tax (31 04193)
License Tax (4304193)
Traffic Impact Fee (3105541)
Traffic Impact Fee ( 4305541)
PLUMBING TOTAL
ELECTRICAL TOTAL
MECHANICAL TOTAL
Master Drainage Fee
Sewer Fee
Redev Parking Fee
Additional Fees
HMP Fee
Green Bldg Standards Plan Chk
TOTAL PERMIT FEES
$0.00 Balance Due:
Clearance:
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
??
??
$0.00
$0.00
NOnCE: Rease that ~ r::f. yo..r pqed: irch.des th:J "lrrra:;itiori' r::f. fees, dedcatims, reservatioos, or cth:Jr exa:tioos h3reafter roled:ively
referred to as 'tee:/ ." Yru have 00 days frornth:J date tns pemitV\95 issued to prctest irrra:;itim r::f. trese feffiexa:tims. If ya.t potest them, ya.t rrust
fdlooth:J potest set forth in <?olenTrent Qxle Sectim 00020(a), ard file th:J potest ard arry cth:Jr reqjred irtorrratim ¥11th th3 Qty ~for
~ng in a:x:ro::!arreV11th Ca1sba:J M.ridpal Qxle Sectim3.32.030. FaiiLretotirrelyfdiONthat p-oc.ed.re¥1111 bar any su~ legal cdimtoattock,
review, set aside, vdd, or am.l ti"Yair irrra:;itim.
Yru are h3rei.:Jy" Fl.Rll-ffi NOTl RED that ya.tr rig,t to potest th3 sp:ldfied feffiexcdioos !XES NOT .APPLY to IJ'J'ifu" ard 00/"B <Xl"ll13dim fees ard ~ty
dlcrges, nor plamng, zoring, gc:dng or cth:Jr sinilar appicatim ~ng or servire fees in amed:im ¥11th tlis pqed:. I'm !XES IT .APPLY to arry
feffiexcdioos r::f. Widl have ·a.s~ been \len a NOnCE sinilar to tlis or as to Widl th:J stat e r:f.linitatioos has ·a.s~ ctl"'erWse "red.
/ / "" THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: [~LANNING ~~ENGINEERING [~ILDING Uif!RE []HEALTH [J HAZMA TIAPCD
Building Permit Application Plan Check No. CB/5· o5olf City of 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value fl t.f5~ ~b(L
Carlsba Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit I
email: building@carlsbadca.gov
www.carlsbadca.gov Date v~,-1 hs jSWPPP
JOB ADDRESS SUITE#/SPACE#/UNIT#
IAZIG' -760 oo City Library 1775 Dove Lane -6'5C>
CT/PROJECT # rOT# I PHASE# I# OF UNITS I# BEDROOMS #BATHROOMS I TENANT BUSINESS NAME I CONSTR. TYPE I occ. GROUP
40301
DESCRIPTION OF WORK: Include Square Feet of Affected Area(s)
Replacing all carpet, building new stage, removing 1 main stair, adding space at the entry for a new cafe (non-cooking),
various new walls for new offices and study rooms, new exterior door to the West side, new fireplace at West exterior patio.
EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE lAIR CONDITIONING I FIRE SPRINKLERS
library Library YES[Z}t. NoD YES[Z]NoD YEs[Z]NoO
APPLICANT NAME Patrick McGarry PROPERTY OWNER NAME City of Carlsbad Primary Contact
ADDRESS ADDRESS
4050akAve 4050akAve
CITY STATE ZIP CITY STATE ZIP
Carlsbad CA 92008 Carlsbad CA 92008
PHONE I FAX PHONE I FAX 760-434-2949 760-434-2949
EMAIL EMAIL
patrick.mcgarry@carlsbadca.gov patrick.mcgarry@carlsbadca.gov
DESIGN PROFESSIONAL Group4 CONTRACTOR BUS. NAME TBD
ADDRESS ADDRESS
211 linden Ave
CITY STATE ZIP CITY STATE ZIP
San Francisco CA 94080
PHONE I FAX PHONE I FAX 650-871-0709
EMAIL EMAIL
jhartman@g4arch.com
ISTAT~I03" I STATE LIC.# I CLASS I CITY BUS. LIC.#
(Sec. 7031.5 Busmess and Professions Code: Any C1ty or County which requ1res a permit to construct. alter, 1m prove, demolish or repa1r any structure, pnor to 1ts Issuance, also reqUires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the
Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500}).
Workers' Compensation Declaration: I hereby affirm under penaffy of perjury one of the following declarations: D 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. D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy
number are: Insurance Co. Policy No. Expiration Date ________ _
This section need not be completed if the permit is for one hundred dollars ($1 00) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of
California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in
addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
~CONTRACTOR SIGNATURE 0AGENT DATE
I hereby affirm that I am exempt from Contractor's License Law for the following reason:
D
0
D
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 inlended or offered for
sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of
property who builds or improves thereon. and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law).
I am exempt under Section Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes 0No
2. I (have I 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 I phone I contractors' license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I contractors' license number):
5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone I type of work):
~PROPERTY OWNER SIGNATURE DATE (f 2 . /1. U7/s-'
i
!
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the
Presley-Tanner Hazardous Substance Account Act? Yes No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes No
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF
EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
I certify that I have read the application and state that the above infonnation isconrectand thatthe infonnation on the plans isaccurate.l agree to comply with all City ordinances and State laws relating to building construction.
I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE 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 penni! is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every penni! issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or worl< authorized by such penmit is not commenced within
180 days from the date of such penmit or if thli b~ilding or II{Qrk authorized by such penntt is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Unifonm Building Code).
~APPLICANT'S SIGNATURE DATE oz '11 ~ Z&/'5'
STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE.
Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection.
PHONE
EMAIL
DELIVERY OPTIONS
-t PICK UP: -t CONTACT (Listed above)
CONTRACTOR (On Pg. 1)
MAIL TO: CONTACT (Listed above)
CONTRACTOR (On Pg. 1)
92008
OCCUPANT (Listed above)
OCCUPANT (Listed above)
MAIL/ FAX TO OTHER: _______________ _
.KS APPLICANT'S SIGNATURE
Carlsbad
OCCUPANT'S BUS. LIC. No.
ASSOCIATED CB#------------···----·-·~---------
NO CHANGE IN USE/ NO CONSTRUCTION
1 CHANGE OF USE/ NO CONSTRUCTION
DATE tJ2 · 17 · '2£) !5'
I L
Permit#: CB150504 Type: Tl COMM DOVE LIBRARY:10,500 SF REMODEL
WFIREPLACE AT WEST EXTERIOR PATIO
Date ----Inspection Item Inspector Act Comments
~----
07/05/2016 89 Final Combo py AP
07/05/2016 89 Final Combo Rl FIRE SIGNED OFF ON JOB CARD PER
DOMINIC
06/22/2016 89 Final Combo py NR
06/21/2016 89 Final Combo py NR
06/20/2016 89 Final Combo PB NR
05/06/2016 85 T-Bar py AP
04/29/2016 17 Interior Lath/Drywall PB AP
04/27/2016 14 Frame/Steei!Bolting/Weldin py AP
04/27/2016 23 Gas!T esURepairs py AP
04/27/2016 24 Rough/Topout py AP
04/26/2016 14 Frame/Steei/Bolting/Weldin py PA
04/26/2016 34 Rough Electric py PA
04/25/2016 21 Underground/Under Floor py PA
04/22/2016 14 Frame/Steei!Bolting/Weldin py CA
04/21/2016 14 Frame/Steel/Bolting/Weld in py PA
04/21/2016 23 Gas!T esURepairs py PA
04/18/2016 85 T-Bar py PA
04/15/2016 12 Steel/Bond Beam NR AP
04/13/2016 12 Steel/Bond Beam py PA
04/13/2016 85 T-Bar py PA
04/01/2016 14 Frame/Steei!Bolting/Weldin PB PA
04/01/2016 17 Interior Lath/Drywall PB PA
03/28/2016 17 Interior Lath/Drywall py PA
03/28/2016 24 Rough/Topout py PA
03/25/2016 14 Frame/Steei!Bolting/Weldin py PA
03/25/2016 34 Rough Electric py PA
03/18/2016 31 Underground/Conduit-Wirin MC PA CONDUIT ONLY BELOW STAGE.
03/18/2016 61 Footing MC PA CMU/CIP FTG/STEEL BELOW STAGE.
03/17/2016 14 Frame/Steei/Bolting/Weldin py PA
Cll Y Of
CARLSBAD INSPECTION RECORD Building Division
0 INSPECTION RECORD CARD WITH APPROVED
PLANS MUST BE KEPT ON THE JOB
0 CALL BEFORE 3:30pm FOR NEXT WORI( DAY INSPECTION
0 FOR BUILDING INSPECTION CALL: 760-602-2725
OR GO TO: www.Carlsbadca.gov/Building AND CLICK ON
"Request "
DATE:
Type of Inspection
#600 PRE-CONSTRUCTION MEETING
REV 1012012
CBi50504 1775 DOVELN
DOVE LIBRARY10,500 SF REMODEL
WFIREPLACE AT WFST EXTERIOR PATIO
Tl COMM
Lot#: PATRICK MCGARRY
PV
SEE BACK FOR SPECIAL NOTES
Section 5416. Health and Safety Code, State of California
(a) There shall be not less than one water clbset for each 20 employees or fractional part thereof working at a
construction job site. The water closet shall consist of a patented chemical type toilet.
(b) For the purpose of this section the term construction site shall mean the location on which actual construction of a
building is in progress.
(c) A violation of this section shall constitute a misdemeanor.
All construction or work for which a permit is required shall be subject to inspection and all such construction or work
shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done
beyond the point indicated in each successive inspection without first obtaining the approval of the inspector.
ADDITIONAL NOTES
py
f St t 111111111111111111111111111111111111111111111 Scan or a us 51 [) 4 6 4 6
1775 /)til/[ j,;f)
Ctf;5~5tJ!j
CTfiNC Construction Testing & Engineering, In~. 1
Ynspection I Testing !Geotechnical 1 Environmental & Construction Engineering I Civil Engineering 1 Surveying
PROJECT NAME
; • J
~ ;,_f:'). .. ~ •. _ ~> ("~ -J~ u:
ADDRESS
ARCHITECT
ENGINE.ER
CONTRACTOR i-> r., ·,, V• -. ·' •
OTHER
INSPECTION DATE
PLAN FILE/OTHER
BLDG. PERMIT/OTHER (' ;r_ ·" ~--'::: ,··
INSPECTION REPORT
INSPECTION
0 CONCRETE
c:r~/ REINF. STEEL
0 MASONRY
0 P.T. CONCRETE
0 FIELD WELDING
0 SHOP WELDING
0 BATCH PLANT
0 EXP.ANCHOR
0 OTHER
MATERIAL SAMPLING
~ .,,
PAGE OF
CTE JOB NO. JC ·· : \ '·: . / :
REPORT NO.
MATERIAL IDENTIFICATION
CONC. MIX NO. & lb/in2
GROUT MIX NO. & lb/in2
MORTAR TYPE & lb/in2
REINF. STEEL GR./SIZE .>i-~·
STRUCTURAL STEEL
HIGH-STRENGTH BOLT
MASONRY BLOCK
OTHER
0 CONCRETE 0 MORTAR 0 GROUT 0 FIREPROOFING 0 MASONRY BLOCK
0 REINFORCING STEEL 0 STRUCTURAL STEEL 0 BOLTS 0 OTHER
INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS
PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES.
r C\
;"'·'''( •'v•' j ~ ~· '•-,_:,... ~k ~:> C t' '·"'! (>-T {~. i >\('"
' >~>.,·-~t " ( ·-
. -~. ·. ::~J
Certification of Compliance~ All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications.
. ,._,,_,.. -~----~ ... --
PRINTED NAME ('"':(/':~~; "J C}, t ., ._ . .,_ Z ~ r:,·J (:, :,.,-··tf .:· r
CERTIFICATION NO.
1441 Montiel Road, Suite 115 Escondido, CA92026 1 Ph {760} 746-4955 I Fax (760) 746-9806 I www.cte-inc.net
EsGil Corporation
In (]!artnersliip ·witli government for CBuift{ing Safety
DATE: 4/8/2015
JURISDICTION: City of Carlsbad
PLAN CHECK NO.: 15-0504
PROJECT ADDRESS: 1775 Dove Lane
SET: II
PROJECT NAME: Carlsbad Dove Lib1·ary Remodel
D APPLICANT
D JURIS.
D PLAN REVIEWER
D FILE
[8J The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
~=:J The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
· D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
0 The applicant's copy of the check list has been sent to:
Patrick McGarry
L8J EsGil Corporation staff did not advise the applicant that the plan check has been completed.
0 EsGil Corporation staff did advise the applicant that the plan check has been compie,ted.
Person contacted: Patrick McGarry Telephone#: 760-434-2949
Date contacted: (by: ) Email: patrick.mcgarry@carlsbadca.gov
Mail Telephone Fax In Person
D REMARKS:
By: ALI SADRE, S.E. (FOR D.Y.)
EsGil Corporation
0 GA [] EJ 0 MB 0 PC 4/1
Enclosures:
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
EsGil Corporation
In (]!artnersliip witli government for (]Jui{aing Safety
DATE: 3/2/2015
JURISDICTION: City of Carlsbad
PLAN CHECK NO.: 15-0504
PROJECT ADDRESS: 1775 Dove Lane
SET: I
PROJECT NAME: Carlsbad Dove Library Remodel
~.J'PPLICANT c;P JURIS.
Q PLAN REVIEWER
Q FILE
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
~ The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
~ The applicant's copy of the check list has been sent to:
Patrick McGarry
D 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: Patrick McGarry Telephone#: 760-434-2949
I Date co{Ttqcted: "'3/4' (by~ Email: patrick.mcgarry@carlsbadca.gov -~ ~o/h.~) \../ Mail Telephone Fax In Person
D REMARKS:
By: David Yao Enclosures:
EsGil Corporation
D GA C8J EJ D M B D PC 2/20
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
City of Carlsbad 15-0504
< 3/2/2015
PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PLAN CHECK NO.: 15-0504
OCCUPANCY: A-3
TYPE OF CONSTRUCTION: II-B
ALLOWABLE FLOOR AREA:
SPRINKLERS?: Y?
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: 3/2/2015
FOREWORD (PLEASE READ):
JURISDICTION: City of Carlsbad
USE: library
ACTUALAREA: ?
STORIES: 2
HEIGHT:
OCCUPANT LOAD:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 2/20
PLAN REVIEWER: David Yao
This plan review is limited to the technical requirements contained in the California version of
the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy conservation, noise attenuation and access for
the disabled. This plan review is based on regulations enforced by the Building Department.
You may have other corrections based on laws and 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 perm~t.
Code sections cited are based on the 2013 CBC, which adopts the 2012 IBC.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of
the 2012 International Building Code, the approval of the plans does not permit the violation of
any state, county or city law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
' City of Carlsbad 15-0504
3/2/2015
Please make all corrections, as requested in the correction list. Submit FOUR new
complete sets of plans for commercial/industrial projects (THREE sets of plans for
residential projects). For expeditious processing, corrected sets can be submitted
in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
• PLANS
1. Each sheet of the plans must be signed by the person responsible for their
preparation, even though there are no structural changes. California State Law.
2. Provide a Building Code Data Legend on the Title Sheet. Include the following
code information for each building proposed:
+ Occupancy Classification(s) A3
+ Sprinklers: Yes or No Y?
+ Floor Area
+ Occupant Load
+ Justification to exceed allowable area in Table 503 (if applicable)
+ SITE PLAN
3. Provide a fully dimensioned site plan drawn to scale. Sec. 107.2. Include the
following:
a) Clearly dimension building setbacks from property lines, street centerlines,
and from all adjacent buildings and structures on the site plan.
b) Property lines/easements.
c) Streets/alleys.
d) Existing and proposed buildings and structures.
4. Provide a statement on the site plan stating: "All property lines, easements and
buildings, both existing and proposed, are shown on this site plan."
' City of Carlsbad 15-0504
3/2/2015
5. Any additional floor area was added? If yes, provide area analysis. If no, please
add the note on the plan .. Table 503. (new stage area?)
6. Exit doors shall swing in the direction of exit travel when serving a room
containing an occupant load of 50 or more persons. Section 1 008.1.2.(entry
door at entry 143?)
7. Note on the plans: "All egress doors shall be readily openable from the egress
side without the use of a key or special knowledge or effort." Section 1 008.1.9.
In lieu of the above, in a Group B, F, M or S occupancies (or places of religious
assembly or Group A occupancies having an occupant load of 300 or less), you
may note on the plans "Provide a sign on or near the exit door, reading THIS
DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." This
signage is only allowed at the main exit. Section 1 008.1.9.3.
8. Each door in a means of egress from an occupancy of Group A or E having an
occupant load of 50 or more (and any occupancy of Group H) shall not be
provided with a latch or lock unless it is panic hardware. Section 1 008.1.1 0.
9. All doors and gates, within the exit path to a public way from an occupancy of
Group A having an occupant load of 50 or more (and any occupancy of Group H)
shall not be provided with latches or locks unless they are equipped with panic
hardware. Sections 1008.1.10 and 1008.2.
+ STAIRWAYS
10. Handrails (Sections 1012 and 1009.15): (new steps to the new stage)
a) Handrails shall extend 12" beyond the top riser and continue to slope for
the depth of one tread beyond the bottom riser. Section 1012.6.
• MISCELLANEOUS LIFE/SAFETY
• ACCESSIBILITY
11. Provide notes and details on the plans to show compliance with the enclosed
"Disabled Access" Review List.
• NON-RESIDENTIAL GREEN BUILDING STANDARDS
(Additions and Alterations)
The California Building Standards Commission (BSC) has adopted the Green Building
Standards Code which became effective January 1, 2011, and must be enforced by the
local building official. The Green Building Standards apply to nonresidential additions
or tenant improvements throughout California. These standards apply to
nonresidential additions of 1,000 sq. ft. or larger or alterations (tenant
improvements) with a value of $200,000 or more. CGC Section 301.3. Provide a
sheet on the plans labeled "Green Building Code Requirements" and include the
following notes as applicable.
City of Carlsbad 15-0504
3/2/2015
12. Bicycle parking. Note on the plans that bicycle parking for projects shall comply
with CGC Section 5.1 06.4. The specific details must be submitted and approved
by the Planning Department.
13. Low-emitting, fuel-efficient and carpool/van pool parking. Note on the plans
that fuel-efficient vehicle parking will be provided in accordance with CGC
Section 5.1 06.5.2. The specific details for the parking must be submitted and
approved by City Planning Department.
14. Light pollution reduction. Note on the plans that exterior light pollution must
comply with CGC section 5.1 06.8.
15. Moisture control. Note on the plans that landscape irrigation systems shall be
designed to prevent spray on structures. Exterior entries subject to foot traffic or
wind-driven rain shall be designed to prevent water intrusion into the building.
CGC Section 5.407.2.2.1.
16. Waste management. Note on the plans that the contractor must submit to the
Engineering Department or other Agency that regulates construction waste
management a Waste Management Plan that outlines the items listed in CGC
Section 5.408.1.1.
17. Recycling. Note on the plans that a minimum of 50% of construction waste is to
be recycled. CGC 5.408.1. Documentation shall be provided to the enforcing
agency which demonstrates compliance. CGC Section 5.408.1.4.
18. Waste reduction. Note on the plans that 1 00% of trees, stumps, rocks, and
associated vegetation and soils primarily from the construction will be reused or
recycled. CGC 5.408.3.
19. Recycling. Note on the plans that an identified, readily accessible area shall be
provided that serves the entire building for collecting recycling, such as paper,
cardboard, glass, plastics, metals, etc. CGC Section 5.41 0.1.
20. Documentation. Note on the plans that a building "Systems Manual" as listed in
CGC Section 5.41 0.2.5 shall be delivered to the building owner or representative
and the facilities operator. Further, note on the plans that the "Systems Manual"
shall contain the required features listed in CGC Section 5.41 0.2.5.1.
21. Pollutant control. Note on the plans that during construction, ends of duct
openings are to be sealed, and mechanical equipment is to be covered. CGC
5.504.3.
22. Pollutant control. Note on the plans that VOC's must comply with the
limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2,
5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet
and Composition Wood Products. CGC 5.504.4.
City of Carlsbad 15-0504
3/2/2015
23. Pollutant control. Note on the plans that mechanically ventilated buildings shall
provide regularly occupied areas with air filtration media for outside and return air
that provides at least a Minimum Efficiency Reporting Value (MERV) of 8.
MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3.
24. Pollutant control. Note on the plans that where outdoor areas are provided for
smoking, such areas are prohibited within 25' of building entries, windows and
outdoor air intakes. Sign age shall be posted to inform occupants of the
prohibitions. CGC Section 5.504.7.
25. Outdoor water use. Note on the plans that a water budget shall be developed
for landscape irrigation use that conforms to the local water efficient landscape
ordinance. Where no local ordinance exists, show compliance with the
California Department of Water Resources Model Water Efficient Landscape
Ordinance. See Sections 492.5 through 492.9, 492.10 and 492.11 of the State
ordinance at
http://www.water.ca.gov/wateruseefficiency/docs/Water0rdSec492.cfm .
26. Note on the plans that prior to final inspection the licensed contractor, architect
or engineer in responsible charge of the overall construction must provide to the
building department official written verification that all applicable provisions
from the Green Building Standards Code have been implemented as part of the
construction. CGC 1 02.3.
• STRUCTURAL
27. Provide specification for the fiberwrap (Tyfo SCH-41 system). Any special
inspection required?
28. Provide calculation to show the W1 Ox33 at roof and HSS4x4x1/4 at floor (S-2.2)
is adequate to support the proper load.
• ADDITIONAL
29. To speed up the review process, please 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.
30. 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: 0 Yes 0 No
31. 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
'City of Carlsbad 15-0504
3/2/2015
questions regarding these plan review items, please contact David Yao at Esgil
Corporation. Thank you.
PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS
PLAN REVIEWER: Eric Jensen
Kitchen improvement plans were not provided so the cafe' equipment installation
has not been reviewed. If cooking equipment is to be used in the cafe', provide
the equipment floorplan and specifications. It (the cafe') appears to be a non-
cooking area however the installation of a grease interceptor is suspect.
PLUMBING (2013 CALIFORNIA PLUMBING CODE)
1. The plumbing design is fine. Review the above lead in comment for possible
further design requirements.
MECHANICAL (2013 CALIFORNIA MECHANICAL CODE)
2. The mechanical submittal is fine unless possible cooking equipment will require
the installation of a hood.
ELECTRICAL (2013 CALIFORNIA ELECTRICAL CODE)
3. The enlarged electrical floorplan sheets are not completed. Please complete.
Sheet E4.1-1, for example, has no electrical shown whatsoever.
4. Demonstrate compliance with CBC Section 11 B-207.2. For the accessible platform
lift in the stage area: Battery power or electrical back-up power.
ENERGY (2013 CALIFORNIA BUILDING ENERGY STANDARDS)
5. Include the new fenestration energy specifications (SHGC & u-factor) onto the
building plans.
Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and
Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the
review process, note on this list (or a copy) where the corrected items have been
addressed on the plans.
City of Carlsbad 15-0504
3/2/2015
DISABLED ACCESS REVIEW LIST
DEPARTMENT OF STATE ARCHITECT
TITLE 24
• REMODELS, ADDITIONS AND REPAIRS
1. When alterations, structural repairs or additions are made to an existing building,
that building, or portion of the building affected, is required to comply with all of the
following requirements, per Section 11 B-202.4:
• The area of specific alteration, repair or addition must comply as "new"
construction.
• 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.
• The path of travel shall include the existing parking.
• Existing toilet and bathing facilities that serve the remodeled area must be
shown to comply with all accessibility features.
• Existing drinking fountains (if any) must be shown to comply with all
accessibility features.
• Existing public telephones (if any) must be shown to comply with all
accessibility features.
• Existing signage.
SITE PLAN REQUIREMENTS
2. Show or note that at every primary public entrance, and at every major function
area along, or leading to, an accessible route of travel there is to be a sign
displaying the international symbol of accessibility. Signs are required to indicate
the direction to accessible building entrances and facilities, per Section 11 B-216.3.
3. Show that an accessible route of travel is to be provided to all portions of the
building, to accessible building entrances and between the building and the
public way, per Section 11 B-206.2.1. Please clarify on the site the path of travel
from handicapped parking space to the remodel area.
• WALKS AND SIDEWALKS
4. If any proposed walks slope >1 :20 (5%) they must comply with ramp requirements,
per Section 11 B-402.2.
5. Walks along an accessible route of travel are required to be ~48" minimum in width
and have slip resistant surfaces, per Section 11 B-403.5.1, Exception 3.
6. The maximum permitted cross slope for walkways shall be 1 :48, per Section 11 B-
403.3.
'City of Carlsbad 15-0504
3/2/2015
7. Show or note that any abrupt level changes will be ~w· along any accessible route
of travel. When changes do occur, they shall be beveled with a slope of ~1 :2.
Level changes of ~%" may be vertical. Section 11 8-303.
NOTE: If level changes>%", they must comply with the requirements of ramps.
8. Show that a 60" x 60" level area is provided at areas where a door (or gate) swings
toward the walk in the accessible route of travel, per Section 11 8-404.2.4. Show
that the walk extends ~24" beyond the strike edge of the strike edge of any door
(or gate) that swings toward the walk.
9. Show that a 36" wide detectable warning material is provided at boundaries
between walkways and vehicular ways. Sections 118-247.1.2.5 and 118-
705.1.2.5.
DOORS
10. Show or note that all hand-activated door opening hardware meets the following
requirements, per Section 118-404.2.7:
a) Latching, or locking, doors in a path of travel are operated with a single
effort by lever type hardware, by panic bars, push-pull activating bars, or
other hardware designed to provide passage without requiring the ability to
grasp the opening hardware.
b) Is to be centered ~34" but ~44" above floor.
11. Show or note that the maximum effort to operate doors shall not exceed 5 pounds,
with such pull or push effort being applied at right angles to hinged doors and at
the center plane of sliding or folding doors. When fire doors are utilized, the
maximum effort to operate the door may be increased to not exceed 15 pounds.
Section 118-404.2.9.
12. Show or note that the lower 1 0" of all doors comply with Section 11 8-404.2.10, as
follows:
a) To be smooth and uninterrupted, to allow the door to be opened by a
wheelchair footrest, without creating a trap or hazardous condition.
b) Narrow frame doors may use a 1 0" high smooth panel on the push side of
the door.
ENTRANCES AND CIRCULATION
13. Floors of a given story shall be a common level throughout, or shall be connected
by pedestrian ramps, elevators or lifts. Sections 11 8-206.2.4 and 11 8-402.2.
Please clarify on the plan how to access to the new raised platform? Ramp?
City of Carlsbad 15-0504
3/2/2015
• STAIRWAYS AND HANDRAILS
The following provisions apply to stairways with one or more risers, per Section
202.
14. Show that handrails extend 212" beyond top nosing, and 212"-plus-tread-width
beyond the bottom nosing. At the top, the extension shall be parallel with the
floor. At the bottom, the handrail shall continue to slope for a distance of one
tread width; the remainder of the extension shall be horizontal. The extensions
of handrails shall be in the same direction of the stair flights. Section 11 B-
505.1 0.
12' Ftu5 TFUD
WIC:m-IMitl.
12'MIN.
15. Show or note that interior stair treads are marked at the upper approach and the
lower tread of each stair, by a strip of clearly contrasting color, per Section 11 B-
504.4.1, as follows:
a) At least 2" wide (but not more than 4" wide).
b) Placed parallel to and not more than 1" from the nose of the step or landing.
c) The strip shall be as slip resistant as the other treads of the stair.
• ELEVATORS AND WHEELCHAIR LIFTS
16. If platform lifts are proposed to provide disabled access, they shall be provided
with standby power (or self-rechargeable battery power). Section 11 B-207.2.
· City of Carlsbad 15-0504
3/2/2015
17. If lifts are provided, they shall be designed and constructed to facilitate unassisted
entry, operation and exit from the lift. See Section 11 B-41 0 for specific
requirements.
SANITARY FACILITIES
18. Note that the doorways leading to sanitary facilities shall be identified, per Section
11 B-703.7.2.6, as follows:
a) An equilateral triangle %" thick with edges 12" long and a vortex pointing
upward at men's rest rooms.
b) A circle%" thick, 12" in diameter at women's rest rooms.
c) A 12" diameter circle with a triangle superimposed on the circle and within
the 12" diameter at unisex rest rooms.
d) The required symbols shall be centered on the door at a height of 58"-60".
e) Braille signage shall also be located on the wall adjacent to the latch
outside of the doorways leading to the sanitary facilities.
• MULTIPLE ACCOMMODATION SANITARY FACILITIES
19. Show that the accessible rest room is to be provided with a 60" minimum diameter
clear space measured from the floor to a height of 27 inches. Section 11 B-304.3.
NOTE: Doors (other than the door to the accessible toilet compartment) in any
position may encroach into this space by not more than 12 inches, per Section
11 B-603.2.3.
20. Doors shall not swing into the clear floor space required for any fixture within the
toilet facility. Section 11 B-603.2.3.
21. Show that at least one water closet fixture, located in a compartment, shall provide
the following, per Section 11 B-604:
a) The compartment shall be a minimum of 60" wide. Also, there shall be
provided a clearance of at least 59" in front of the water closet for floor-
mounted water closets (56" for wall-mounted water closets).
b) One side of the water closet shall provide 17" -18" from the centerline of
the water closet to the adjacent compartment wall.
c) For water closet compartments having side-opening doors, compliance with
the following figure must be shown on the plans. The door shall be in the
partition farthest from the water closet and shall be 4" maximum from the
front partition.
• SINGLE ACCOMMODATION FACILITIES
22. Show a sufficient space in the toilet room for a wheelchair to enter the room and
close the door, per Section 11 B-603.2. The space is required to be:
City of Carlsbad 15-0504
3/2/2015
a)
b)
?::60" diameter.
AT-shaped space as shown in Figure 11 B-304.3.2.
c) Doors are not permitted to encroach into this space by more than 12
inches.
23. Show that the water closet is located in a space which provides:
a) A clear space at the water closet in compliance with Section 11 B-604.3.2
(this prohibits any fixtures from encroaching into the clear space at the rear
wall).
b) A clear space in front of the water closet measuring 60" wide by 48" in front.
Section 11 B-604.3.1. See the following figures.
i) Please notice that the 28" clearance required in the previous code
(between the water closet and the lavatory) has been changed to a
60" clearance as shown in the figure.
\
\
I
'City of Carlsbad 15-0504
3/2/2015
24. Doors may swing into the restroom as long as there is a clearance of at least 30" x
48" beyond the swing of the door. Section 11 B-603.2.3.
• GENERAL ACCESSIBILITY REQUIREMENTS
• ACCESSIBLE SINKS
25. Per Section 11 B-804, non-commercial kitchen sinks (such as at employee break
rooms, etc.) shall provide the following:
a) A clear floor space at least 30"x 48" shall be provided for forward
approach and shall be on an accessible route. The clear space shall
extend a maximum of 19" underneath the sink. Section 11 B-606.2.
b) The accessible sink shall be mounted with the counter or rim no higher
than 34" above finish floor. Knee clearance that is at least 27" high, 30"
side and 19" underneath the sink shall be provided. Hot water and drain
shall be insulated or otherwise configured so as to protect against contact.
There shall be no sharp or abrasive surfaces under the sink. Section 11 B-
606.
c) Faucet controls and operating mechanisms shall be operable with one
hand and shall not require tight grasping, pinching or twisting of the wrist.
Lever operated, push-type and electronically controlled mechanisms are
acceptable. Self-closing valves are allowed if the faucet remains open for
at least 1 0 seconds. Section 11 B-606.4.
• COUNTERS AND TABLES
26. The tops of tables and counters shall be 34" maximum above the floor. Section
11 B-904. Where a single counter contains more than one transaction station,
such as a bank counter with multiple teller window or a retail sales counter with
multiple cash register stations, at least one of each type of station shall be located
at a section of counter that is at least 36" long and no more than 28" to 34" high.
Section 11 B-904.
27. Sales and service counters shall have a portion of the counter which is at least 36"
in length with a maximum height of 34 inches. Section 11 B-904.4.1.
28. Check writing surfaces shall be 28" minimum and 34" maximum above the floor.
Section 11 8-904.3.3.
• GROUP A OCCUPANCIES
29. Note on the plans that assistive listening device systems shall be installed in
assembly areas for people with hearing impairments, per Section 11 B-219:
a) Assembly areas.
b) Conference and meeting rooms.
• City of Carlsbad 15-0504
3/2/2015
c) Similar areas.
30. Note on the plans that proper signage indicating the presence of assistive listening
devices shall be posted in a prominent place, per Section 11 B-216.1 0.
31. Show an accessible route connecting wheelchair seating locations with performing
areas, per Sections 11 B-206.2.6.
END OF DOCUMENT
.o..y of Carlsbad 15-0504
.6/2/2015
[DO NOT PAY-THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Carlsbad PLAN CHECK NO.: 15-0504
PREPARED BY: David Yao
BUILDING ADDRESS: 1775 Dove Lane
BUILDING OCCUPANCY:
BUILDING AREA Valuation
PORTION (Sq. Ft.) Multiplier
library remade
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb By Ordinance
Bldg. Permit Fee by Ordinance
Plan Check Fee by Ordinance
Type of Review: 0 Complete Review
0 Repetitive Fee
__ _ ... j Repeats
D Other
D Hourly
EsGil Fee
DATE: 3/2/2015
Reg. VALUE ($)
Mod.
per city 454,860
454,860
[ $1,886.311
[ $1,226.101
D Structural Only
$1,056.331
Comments: In addition to the above fee, an additional fee of $43 is forth.e Cal(3reenreview.
Sheet 1 of 1
macvalue.doc +
DATE: PROJECT NAME:
PLAN CHECK
REVIEW
TRANSMITTAL
Community & Economic
Development Department
1635 Faraday Avenue
Carlsbad CA 92008
www.carlsbadca.gov
PROJECT ID:
PLAN CHECK NO: SET#:l ADDRESS: 1775 DOVE APN:
VALUATION: APPLICANT CONTACT: PATRICK
D
Remarks:
Tlis plan check review transmittal is to notify you of clearance by:
LAND DEVELOPMENT ENGINEERING DIVISION
Final Inspection by the Construction & Inspection Division is required: Yes No
s
This plan check review is Na'COMPLHTB Items missing or incorrect are listed
on the attached checklist. Please resubmit arne nded plans as required.
760-602-2773
Linda .Ontiveros @earls badca.gov
VALRAY MARSHALL
760-602-27 41
DATE: 4/7/15 PROJECT NAME: Dove Library Renovation PROJECT ID:
PLAN CHECK NO: CB150504 SET#: ADDRESS: 1775 Dove Lane APN:
1XJ This plan check review is complete and has been APPROVED by the
PLANNING Division.
By: PAM DREW
A Final Inspection by the PLANNING Division is required DYes ~No
You may also have corrections from one or more of the divisions listed below.
Approval from these divisions may be required prior to the issuance of a building
permit. Resubmitted plans should include corrections from all divisions.
D This plan check review is NOT COMPLETE. Items missing or incorrect are
listed on the attached checklist. Please resubmit amended plans as
required.
Plan Check APPROVAL has been sent to: PATRICK McGARRY
For questions or clarifications on the attached checklist please contact the following reviewer as
marked:
760-oo2•4610
D Chris Sexton
760-602-4624
Ch ris.Sexton@carlsbadca.gov
D Gina Ruiz
760-602-4675
Gina.Ruiz@carlsbadca.gov
[8] Pam Drew
760-602-4644
Remarks:
P-29 Page 1 of 1 07111
C!TY OF
PLAN CHECK
REVIEW
TRANSMITTAL
Community & Economic
"" ,}l:~•F'f"f~J~~partment , l) !2& " H>35 Faraday Avenue
Carlsbad CA 92008
www .carlsbadca.gov
DATE: 4~27-15 PROJECT NAME: Dove Library PROJECT ID:
PLAN CHECK NO: CB150504 SET#: 3 ADDRESS: 1775 Dove Lane APN:
[8] This plan check review Is complete and has been APPROVED by the Fire Division.
By; D. Fieri
A Final Inspection by the Fire Division is required k8J Yes 0 No
D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on
the attached checklist. Please resubmit amended plans as required.
Plan Check Comments have been sent to:
You may also have corrections from one or more of the divisions listed below. Approval
from these divisions n1ay be required prior to the Issuance of a building permit.
Resubmitted plans should Include corrections from all divisions.
For questions or clarifications on the attached checklist please contact the following reviewer as marked:
D Chris Sexton
760~602~4624
Chris,Sexton@c!"'rls\?adca.gov
D Gina Ruiz
760-602-4675
gina.Rulz@carlsbadca,g_Qy
D
Remarks:
[ ] Kathleen Lawrence
760-602~27 41
Kathleen.L@wrence@carlsbadea,gov
D
D
Linda Ontiveros
760-602~2773
.!,.inda.QntiverQs@carlsbadca.gov
D Greg Ryan
760~602~4663
Gregory,Ayjjn@carlsbagca,gqy
0 CindyWong
760-602-4662
Cynthla.Wong@earlsbadca.gov
[:.8J Dominic Fieri
760-602-4664
Oominic.Fieri@carlsb~,gqy
Carlsbad Fire Department
Plan Review Requirements Category: TI , COMM
D~tte ofReport:04<Z7~2015
Name:
Address:
l~ertnit #: CB1S0504
PATRICK MCGARRY
+~05 OAK AVE
CARLSI~AD CA
92008~3009
Job.Name: DOVE LIBRARY:10,500 SF ltEMOl)EL
Job Address: 1775 DOVE LN CBAD
INCOMP ' E The .iten~~~~v~ submittetfl3 eview is inc .
adeq~ately, -on ,,,_review t~,,detem11~~ complutli~e wt ~1e appl
careftm.' n·~mment~"'att~ched'' lease res\:tt![~~it th~pecessacy":pla
to this o _ ,,{5 review an(lap al. ···"··-., .. ,,J
Go:Jlditions: "" " ' Cond: CON0008226
[MET]
THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON,
CONDITIONS IN
CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS.
THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW.
Entry: 04/27/2015 By: df Action: AP
BLDG. I>EPT COPY
RECOMMENDED APPROVAL Page 1 on
Daryl K. James & Associates, Jna.
205 Colitltr~ T~rrac~
Vista~ CA 92084
CORRECTION LIST
T. {760) 724~'l09J Email: kitf!re@sbcalobal.net
Cheeked by: Q£1FVi Kl.LJJ.!!l~
D~ts: fi!tbryaD! ~~~ 2012
AI"PLICANT; Patrie JURISDICTION: Carlsbad Fire Departrnet1t
PROJECT PROJ~CT ADDRESS: 1775 Oove Lane
PROJECT 50504 Replacing all carpet, building new stage, removing 1 main stair,
adding space at the entry for a new cafe (nc:m .. cooking), various new walls for new offiees ancl study
room, new exterior door to the West side, new fireplace a1 West exterior patio.
R,l;sHJBMl.TTAb INS'~UCTIONS T.Q..AVQID DELAY lbl ig)~J~~DITED ReCH!~K ~ISR_VI!tJ!l
111 Correction$ or modifications to the plans must be clouded l!lnd include numbered dt'!lltil'ls and
revision dates.
.. (:)rovide a written respcmse following Mch comment, 9!1 ]hi~ Qgrreetlof'l List, expli!iining how and
where each plar1 review et;:!FfH't1ent h~:~$ been addreeUU:it;l, ·
"' Provide a copy of Building Department (EsGII) comments. Input fire revisions onto the Building
Oept. plan eheck,
., Please direct any questior's reg~rding this review to: Daryl K. Jemes Z,i.~ or
kitfire@sbcgiobal.r1et
~ COMMENT$ MUST B5 SUBMITTED J?!~F,TLY ~Q THE FOLLOWING At:H::HU~SS
OARYl K .. JAMES & !NC.
COLINA TERRACE
CA.
PLEA,SE-I:f(fN.OT·~~~IFUE MY SIGNATURS TO ACCEPT DELIVERY OF REVISED PLANS
~·"'···'!""
COMMENTI
GENERAL-RESPONSES MAY G~NERATE ADDITIONAL COMMENTS
EACH SHEET MUST BE STAMPED ANO SIGNED BY THE PERSON RESPONSIBLE FOR THEIR
PREPARATION,. EVEN IF TNERE . ARE NO STRUCTURAL CHANGES. BUSINESS AND
PROFESSIONS CODE.
INFORMATION SHOWN ON EACH SHEET, INCLUDING FIRE PftOTeCTION SHEeTS, SHAll BE
SPECIFIC iO 1776 DOVE LANE.
V"~
Scspe of Work
NOTE
~ .. ill d!ii!l'}Orlptivil';j SQOf;)f} of work speolflt to thli projeot. Coordin!llte desgription with Def~rred Submittals
on Sh~et A0,4 and all tl'lppligab!e sheetl!l througho~at the plan check eet.
AND COMMeNTS THROUGHOUT THIS PLAN CH~CK SET MAY 131::1 IJiiH .. ETEO OR IU!VISEO AND/OR
ADDITIONAL COMMiNT3 MAY BE GENERAT!D BASiD ON DESCRIPTIVe SCOPE OF WORK
SPECIFIC TO THIS PFtOJECT. I
~4 Ri!!t~pgrrs:G: Scope of Work de~()ription hgave FJ!'i)en ~dd~jjd to AO,O.
heet !ndE!x
M0.1 Correst typa
Ftevi!le the fl;)llowln!i §Met nklmDet& tQ m~tGh !'lheet~.
M::&.1-M~.~~ M3.a & Mf;.1
At;l~ Shli!rtii i4.1 .. 3
Rev!!lle 84.1·!5
yi'G4 Re!i>pGfl$e: Sh~(;lt ind~:H< ~h®et AO.Oi ht>Js been revised to corrt~Gt shaiiit Mmes and numbering.
4~ r,Ar;h!t.1etura! Walllymbe!s L.eg~nlll
Rt}Vi!illll rsfQreM!.\l t~ interior will typti. A~.01
../'1114 Resporu~t!h: Plsa&c~ st'lle W!i!l! symbol€! leglind Clln A0.2 for r!ilv!l)jed not®
~Provide Sheet A5.Q (~x·terior W~all Type)
v'G4 ~fJli'>fH'm!i>I'A: Th® projf.lE3t doe~ not hl.llv~ ext~:rior wail ms@@mb!ie~. Exterit'}r wall ;:iymbol G-ltl sh~l®t f\0.2 is
noted el!l not u!ffieGL
'l(~plj
Zoning Data
fJ AotlJiill ""' 41 ,96~m. Pleame Mte ~ny ohanQEii!S te th~~& building inoiYding footprint Md/or height. Coordinate
~with required BYildlng Code Analysit;. Se!ll AO.OO -Scop.e of Work.
Y"a4 Respo1uu~: Code ana!y$!1> have been provided on ~Bheet A0.4. The building vvas originally conetructed
as a library ln 1lil9Q 1.mder th@ 1994 Uniform Building Code (1995 California 8uilcling Code Sdlticn) ~sa
B/A~3 occupancy, which at the time required no occupancy !iH:~parations. Since the date of its original
conE~truoticm, the building has been in continuous operation i'ClS a library, with no changEl irl us~. Under the
current CBC, it would be classified as mixed, non~separated, and would use A~3 for its moat restrictive
GCCLlpanoy. Th~ actual area is greater tt1iilll what i~S allowed per Clm€mt esc for A~3 occupancy.
Calswl~tkams have been ~hown peJr tequest of th0 Cari~St~acl BuHcling Officifil in C(mv~rs!:ltions ~ubs!!1!quemt to
tl!e i~$uanc~ of tha8t!il camm!!lnt:il.
;( Projoot Oata
-FlrG1vlde Iii Building Code An~lysitii in ~osordanoe with CBC Chlpt(llr 5.
Indicate wh@ther building is equipped with an automatic fire sprinkler system in accordance w!th CFC 903.
~4 R~spanfi~; T!H£~r~ hs an tllXilllting fire sprinkler systt\lm, it will be modified and added for new alterations
and ll:ldditions, Alterations are listed ~~ a Dt~fl!irred Sugmittml.
Denete thll! following:
Qresi!ite ~quarfJ fMt~ge of bulldinQ. CEJC £303
',
''
Page 3 of9
Height and number of stories/mel£aninee. 504 & 506.
Area of each story.
Page4of9
Response: Sheet A0.4 has been revised to indicate the number of stories and area of each story of
e building.
Classification of the building into one or more occupancy groups. esc Chapter 3.
Clarification of whether utilizing cae 508.2 for accessory use.
Total aggregate square footage of accessory areas and percentage of story area. CBC 508.
Nonsepafated or separated occupancies and demonstration of compliance with CBC 508.3 or 508.4.
If opting for mixed lH'Hi.l, the Sum of Ratios t!llquml to or less than one. cec 506.6.2
If opting for incidental uses, demonstrate compliance with esc 509.
G4 Response: The building is Mix®d Wie, Non-separated occupancy. See noltB$ on sheet A0.4.
Accessory use aM incidental use does not appiy.
Deferred Submittals
Provide a list of deft!Jrred submittlllls in accordance with scope of work and reviti!~d FP ~;h~ets.
Fire Sprinkler Syl3tem 2013 CFC 903 and 2013 NFPA 13. Clarify Fire Sprinkler System Scope of Work.
See comments FP0.1.
Fire Alarm System 2013 CFC 907, Including sections CFC 90i.2 applicable to specific occupancy
groups and 2013 NFPA 72.
Verify that HQQd & DYGt. Fire ~yppre$sll';m syst~m will not be required for the oafe. See Qrease
interceptor shOwn on Sheet P2.1.
JA G4 Re$pt::ms&t Deferred ~Llbmitt~J~IIist h~~ been added to aheet ADA Cat® Eiquipm®nt will be provided by
future ten;;mt w1der ~ep.ar!>lt@ petmit.
4~0..,5.~1 & AQ.5~2
Exiting Plans
Outdoor Areas: Address outdoor area requiremMts. CBC 1004.5
Patio Hardscape Area Doors shall swing In the direction of travel when serving an occupant load of 50 or
more persons. CBC 1008.1.2
Label auditorium $eating a$ Nle. (Deferred Submittal)
Demo plans and floor plane Indicate a minimal impact on existing egress systems. Please clarify changes
within the Scope of Work.
Denote the occupancy cla&$lflcation for each room/area. cee Chapter 3.
Denote the occupant load factor for each room/area based on Its function. esc Table 1 004.1.2.
The occupant load shall be based on the largest number derived by the application of CSC 1004.1
through 1004.6. Where furniture plans illustrate more occupants than the maximum permitted, confirm
that all occupants have access to an exit, the exits provide sufficient capacity for all occupants and that
compliance with these sections is attealned. CBC 1004.2.
Oanote the exitin!il caiGulettlon at each exit dl~charge.
Addre$$ additional egtass requirements esc 1017.1 -Aisles
Respofls~: OccaJp!'.mt !oM tabull~tion h!1!V0 b~en added to Occupant lolr!d schedule on milw sheet AO
. Exiting plll!nts h~a b~en revl~ed tG !nGluda Children's IJ;;:rden as w~ll a10 the Patio space.
V'A.1 .. 1~ Addres~ the requlrern~nts of C~C 1004.5 OutdoG~r sr€1~~.
Patio Han:l8cape Ar~a: Doors :shall swing in tM dlractlon of travel when serving an occupant load of 60
or more persons. CBC 1008.1.2
4 Response: Gab~s/doors has been provided that swing ln the direction of travel far ali exterior spaces
with occupant load~ over SO. S~:;~e Fir~t Floor Exiting Plan A0.5-1.
''
V"' 83·2 .. 1 i. J.\2,()M2
Demolition Plans
Page 5 of9
f!lrovide a note: All demolition work shall be conducted in accord~nce with CFC Chapter 33.
~ ResponstiJ; Nota F has been added to sheet A2.0-i and A2.0-2.
~aaH
Floor PlaFI
Label doofs as noted on Door Schedule.
)C;4 Response: New doors are tagged on the A4 series and have been coordinated wlth door schedule.
Clarify if platform or stage and provide a reference to A9.4.~2 for details.
~4 Response: The auditorium front of house is a raised platform. A call out has been added to A4,3·2 to
reference platform details on A9A,·2
Provide notes and additional details to verify that stage or platform construction complies with CBC 410.
11CG4 Response: See sheet A4.3-2 and sheet A9.4~2 for plans, details, and notes.
Raised Platfonn Is 2T' A.F.F., if"Jss than ~moo SF in area (784 SF), and is less than 1/3 of the overall room
area (27%, 784/2900). The space underneath the platform ls inaccessible for any type of storage, The
support and deck is of norH::ombustible construction consist of emu blocks and concAilled composite metal
deck.
v'Legend
Walls types must match symbols on floor plan and all floor piEHH:l throughout
7fG4 Response: WaH types and syrnbols r1avs been coordinated on floor plt:m sheets.
v"'oenote required separation of occupancies if separated. esc Table 508.4.
~G4 ,~esponse:Thebuildlng is a Mixed-Use, Non~s@p<J~rat~d A-3 occupancy. No rated separation::; are
rreqwred per CBC 508
Y"'Provlde symbol for rsted walls on W~ll Legend and provide Ill reference to details on A9.0-1.
Response: Wal! Symbol has been added to wall legend c:m plans to identify (E) 1 HR rated walls. See
A2. ·1-1 ar-1d A2. i for rated wall locations liiccording to 03/24/98 Approved Permit Set Scope of work does
not require new rated wails. Wail type symbol has been added to enlarged plans A4's to ref(~rence sheet
A9.0~1 Interior wall par·titlon types.
~Provide a symbol for existing doors.
dG4 Respomu'l: Existing doors to remain are not labeled. New doors are IEibaled and shown on door
I schedule sheet A2.6.
V"'Provicle a symbol for fire shutter with a reference to detail on A9.4.~1.
;l,t;;4 Response: Fire shutter tagged on A4.1 ~4 and keynoted to see detail on A9.4~1. This shutter has b®eti
added to maintain the existing wall rating, not because of a specific current code ra.quirement.
v' A2.2·1. A2.J .. e & A2.a~t
Flnl~h
Provide a note: All finish materials shall cornply with CBC Chapter 8.
Page 6 of9
Response: A note has been added to all finish plans, interior elevations and detail sheets -"All interior
finish materials shall comply with CBC Chapter 8"
Provide specifications arid California State Fire Marshal listings or other acceptance criteria for flame
spread and smoke developed index for new carpet, padding and carpet ba~H~. CFC 804
Provide specifications and California State Fire Marshal listings or other acceptance criteria for flame
spread and smoke developed index for decorative materialfil. CFG 807.
Provide e~p~mifications anti California Stat~ Fire Mirshal listings or oth~r t:~oceptsnce criteria for flame
spread and smoke developed index for Acoustical Ceilings CBC 808,
,4 Response: Flame ii&pr~e.d and $rnOKiiil orlterla of e!llch material to melilt code requirifilments is at1own in
the project specification~.
"w Arrange sheet fastener so that Door# Column (2nd Floor) is fylly accessible for review.
~4 Re!~JJonse: Qoor number column on A2.6 has i'JeE:HI adjusted for full !®glbility.
v""Door Schedule
Door#
V~rlfy that all doorm within the egress Slyflltem from improved afllH\\5! li!re e~hown to be openable without the
use of a key special knowledge or effort.
JCG4 Ri!spemse: Pleas!$ se~3 noteD on door schedule A2.6
V"Hardwara Group
Provide manufacturer's specifications and listings in grder tg verify that hardware is readily openable from
the egress side without the use of a key or special knowledge or effort throughout egress systems.
%4 Response: Please see door hardware group scheduitll in specification section 087100
v'lc~entify doors. equipped with panic H~rdware CBC 1006.10.
4 Response: See notes H & S on door schedule A2.6.
v'$pecify how sliding doors comply with applicable CBC 1 008. '1.4 sections.
R.~sponee: Sllding dotJr 142~a I!!! not to b~ u!lled ~!!!the me~ms of egres!i! from FriendlS 14:iL North door
2~A r1av~ been r~pl~cfilld with r!l. iiiw!ng door th~t meet~ cac 1006.1 l.lnd 1 'l !3·404.
V'RemarktJ
Indicate which of the folltMing "CARD READER" provisions apply.
il. Delayed EQre~~ b.ocks 201~ CillO 1008. Ut7
b. Aoot!I~G~,Controlleet Egr~ss Doors 2013 CiC 1008.1 .9.8
o. 5h!HJtromagMtl®~lly b@OKSE'i I!Qi~!ll~ Dser~ CiC 1008. uu~ ~ddi@SS all criteria In CBC 100tU.Q.7, CBC 1006.1.9.8. and/or CBC 1008.1.9.9
Response: The Door Schedule Remarks column on A2.6 has been updated at indicated doors to
rovide CR rough~in, prep for futl..we CR". New and various existing doors are to be plumbed and prepped
for a future cE:lrd read())r aoce5!il 1System as noted. CR will be for secure eccems to staff spaces only and
doe$ not impact the me!illn5 of egress travel.
V""window Schedule
Glall!ing
List applicable. $ymbol provided t;nder Win dew Legemd.
}C4 RiJspt1nse: Windt?W symbol has been coordinated with the window legend and schedule.
~
Verify that new entry potial does not present any obstructions frorn the Children areas for security
PlJfPOSS~.
)tll4 Response: Confirmed, the entry portal does r;ot present obstructions from the Childr(0n's area. The
porta! design e;lements will be signage-based. All e!ernants wii! be fixed. r-io elerrH~nts shal! restrict
circulation or exiting below code required widths.
~4:1-:~
Provide notes !!:lnd d~tails to verify that stage or platform ctmstruction eomplies with CBC 410 sectior15,
sheet ,ll.4.3~2 ~md sheet A9,4-2 for pians, details, and notes.
Platforrn is 27" AF les!ll th~¥~n 3000 SF in ~rea (784 SF), and Is less th%'\n i/3 of the overall mom
an\3a (27(%, 784/2900). Allv;ood finishes are eaHed out as t'ire~treated. T~!e sp!!lce underneath the platform
is ir;aecessib!e for ~·my type of storage.
vA4~3~~.
Denote auditorium seating ~s NIC and remove keynotes. Oeterr~d Submittal.
4 Response: Auditorium seating
~5.1·2 tnrough & A~~~
Provide Keynotes and illustrate on elevations. Coordinate with Floor Pl€!ns.
)&4 Ri'lsponse: Keynotes have been added.
~A6,.1~1 t.~r.~.!JSht A6.1 .. 9 ~t1ti A~.2~1 t~I"9U!;JhA§.2~~
Sheat Noteli · · ·
Add a note to reference ElectriGal drawings specific to emergency lighting desisn.
Sheet nole D have been added to reference electrical drawing for ernerger1cy lighting
design.
etflil4
Provide listing specification$ for fire shuttliilr.
· Fire shutter and spec~ificatlon is shown on door schedule A2.6. See specification section
4Q~!1=' Add details to illwstr~te eomplianea with cac 410.
4 Re$ponse: See shest t\4.3~2 and sheet A9,4~2 for plans, details, and notes.
aised Platform i1S 27" A.F.F., less than 3000 SF in area (784 SF), and is than 1/3 ofthe overall room
area (27%,, 7'84/2900). The space underneath the platform ls inaeces$ible for any type of storage.
Page8of9
v"WJU
Add EX1 to 1338
,lg,g.&.Q
General Note A: Revise reference to code sections to read, CBC 1 008.1.9.3 & CBC 1022.9
~Response: See GO.O for revised code refer~mces
y~"M,O.J,
Drawlne Ll&t
Justify omission of a roof plan,
ltn;; R~uipt:jnse: SMet M3.21 w~s revised to show r1ew exhaust fan on !ow roof. !S:xhauat f~:m on high roof
is shown on sn®et M3.21.
~ill~
Notes shall be specific to CB150504. Remove all other notes not applicable to this project.
~'TG Respcmse: The only drawings appllcable to Dove Library are P0.1, P0.2, PD2.1, PD2.2, P2.1 and
P2.2. Refer to sheet PO. 1 Fire Protection Note-fm Contractor to mm11fy the existing sprinkler system as
required In order to provide coverilge for the renovated areas of the building etc.
V'Po.2
Grll!aee Interceptor S.chi!Hilule
Describe the application of the Grease Interceptor.
xrG. Respon.se: ~nder th~ Gr~a;;H_;. tntercepto: Sched~ieiisted u~~er remarks-add notation to t)e
provided ror tne g, ease produc1ng , iXturarMeQU!pment , rom th® care.
~ill
Sheet Note 4: Is the grease interceptor intended for producing Cafe equipment?
G ReftporuJe: Keynote #4 revised to rrs<'Ad .ats follows "Location of grea!iie interceptor intendecJ for grease
producing fixtures/6lquipment from caf~ located bllllow grade outs!de of the building. Provide access cover.
viau.t
General CBC 1006 & 1011.
lndicat~ the loc~tionlll of all new and ~xi~ting mean~ Qf 0gr~ss illumination ans exit slgn5 In all areas in
the path of egress to an exit discharge and public way.
4TTG ~e:tespc:m:se: Scop~~J of work is replacement of fixture€> in certain rooms only and egr~}SS illumination
in thoss roCJms ~r~ indic<llted by ~m~t-g9ncy fixtures. All existing egn:.H5S illumination shall be field
verified by !OR in the cour:>e of construction.
yl)enote all emergency lighting.
Re11panse: Only new em<Hgenoy lighting ~re indicated M part of the ~;cope of work. See Dwg
6.1-3, E6.1-4; E6. i -5, E6.2·2, E6.2<3
vlndicate the locations of all new and existing exit sign locations.
' '
Pa~~ 9 of9
vfOenote ~€tfJ!.CU,Wl exit signs, where required, from all occupied areas to the exit discharge.
'"f'rt:J Response: Complied with, see Dwg E6.1 -2, E6:1-3, E6.1·A, E6.1~5, E6.2~2, E6.2<3
vbet1ote externally illuminated exit signs wlth a intensity of not Jess than 5 fooH~~ndles.
,TG Response: Complied with, see fixture description on Dwg EO. i 1
0.12
he>tometries Calculatloru,, Room 139
Jw$tlfy foot eandle rioted as <1fc.CSC 1006.1
vfrrG Response: Photornetric cCJiculation lffi revised to >1 FC, gee dwg E0.12. Note that only areas with
new light;s have been calculated. All existing llgt1ts have not b~en calculated. Verify light levels In field
prior to ocwpanoy,
vtoordinete drawing with !\rchitectural floor plan.
~ TTG responfie:: Plans are coqrdinated. Photometries is not for Hm 139, it is for the outside patio.
~j.1 ~J ~ j6. 2~1,
1\tCP
Justify omission of Sheet Notes.
1rrG ReE;ponsre: SiJbject drawings are only for reference and serves as key plans. Necessary sheet notes
are indicated or• the Enlerged Plflns.
END OF COMMeNTS
Page 1 of5
CORRECTION LIST BLJ)(_~ DFPT COPY
Daryl K. James & Associates, Inc.
205 Colina Terrace
Vista, CA 92084
T. (760) 724-7001 Email: kitfire@sbcglobal.net
APPLICANT: Patrick McGarry
PROJECT NAME: Dove Library
Checked by: Daryl Kit James
Date: February 25. 2015
(J lf-1 b 1 fHL-tJtlfa p ff/t.iet.S
q Fv-1\JVJ .J"
JURISDICTION: Carlsbad Fire Department
PROJECT ADDRESS: 1775 Dove Lane
PROJECT DESCRIPTION: CB150504 Replacing all carpet, building new stage, removing 1 main stair,
adding space at the entry for a new cafe (non-cooking), various new walls for new offices and study
room, new exterior door to the West side, new fireplace at West exterior patio.
RESllBMITTALINSTRUCTIONS TO AVOID· DELAY JN EXP.EOI."tED RECHECK SERVICES
• Corrections or modifications to the plans must be clOuded and include numbered deltas and
revision dates.
• Provide a written response following each comment, On This Correction List, explaining how and
where each plan review comment has been addressed.
• Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building
Dept. plan check.
• Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or
kitfire@sbcglobal. net
• COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS
DARYL K. JAMES & ASSOCIATES, INC.
205 COLINA TERRACE
VISTA, CA 92084
PLEASE DO NOT REQUIRE MY SIGNATURE TO'ACCEPT DELIVERY OF REVISED PLANS
COMMENTS
GENERAL-RESPONSES MAY GENERATE ADDITIONAL COMMENTS
EACH SHEET MUST BE STAMPED AND SIGNED BY THE PERSON RESPONSIBLE FOR THEIR
PREPARATION, EVEN IF THERE ARE NO STRUCTURAL CHANGES. BUSINESS AND
PROFESSIONS CODE.
INFORMATION SHOWN ON EACH SHEET, INCLUDING FIRE PROTECTION SHEETS, SHALL BE
SPECIFIC TO 1775 DOVE LANE.
Page 2 of5
Scope of Work
Provide a descriptive scope of work specific to this project. Coordinate description with Deferred Submittals
noted on Sheet A0.4 and all applicable sheets throughout the plan check set.
NOTE
AND COMMENTS THROUGHOUT THIS PLAN CHECK SET MAY BE DELETED OR REVISED AND/OR
ADDITIONAL COMMENTS MAY BE GENERATED BASED ON DESCRIPTIVE SCOPE OF WORK,
SPECIFIC TO THIS PROJECT.
A0.01
Sheet Index
M0.1 Correct typo
Revise the following sheet numbers to match sheets.
M2.1-M3.2, M3.2 & M5.1
Add sheet E4. 1-3
Revise E4.1-5
A0.2
Architectural Wall Symbols Legend
Revise reference to interior wall type. A9.01
Provide Sheet A8.0 (Exterior Wall Type)
A0.4
Zoning Data
Actual = 41 ,968rn. Please note any changes to the building including footprint and/or height. Coordinate
with required Building Code Analysis. See AO.OO-Scope of Work.
Project Data
Provide a Building Code Analysis in accordance with CBC Chapter 5.
Indicate whether building is equipped with an automatic fire sprinkler system in accordance with CFC 903.
Denote the following:
Aggregate square footage of building. CBC 503
Height and number of stories/mezzanines. 504 & 505.
Area of each story.
Classification of the building into one or more occupancy groups. CBC Chapter 3.
Clarification of whether utilizing CBC 508.2 for accessory use.
Total aggregate square footage of accessory areas and percentage of story area. CBC 508.
Nonseparated or separated occupancies and demonstration of compliance with CBC 508.3 or 508.4.
If opting for mixed use, the Sum of Ratios equal to or less than one. CBC 506.5.2
If opting for incidental uses, demonstrate compliance with CSC 509.
Deferred Submittals
Provide a list of deferred submittals in accordance with scope of work and revised FP sheets.
Fire Sprinkler System 2013 CFC 903 and 2013 NFPA 13. Clarify Fire Sprinkler System Scope of Work.
See comments FP0.1.
Fire Alarm System 2013 CFC 907, including sections CFC 907.2 applicable to specific occupancy
groups and 2013 NFPA 72.
Verify that Hood & Duct Fire suppression system will not be required for the cafe. See grease
interceptor shown on Sheet P2.1.
A0.5-1 & AOS-2
Page 3 of5
Exiting Plans
Outdoor Areas: Address outdoor area requirements. CBC 1004.5
Patio Hardscape Area Doors shall swing in the direction of travel when serving an occupant load of 50 or
more persons. CBC 1008.1.2
Label auditorium seating as NIC. (Deferred Submittal)
Demo plans and floor plans indicate a minimal impact on existing egress systems. Please clarify changes
within the Scope of Work.
Denote the occupancy classification for each room/area. CBC Chapter 3.
Denote the occupant load factor for each room/area based on its function. CBC Table 1 004.1.2.
The occupant load shall be based on the largest number derived by the application of CBC 1004.1
through 1004.6. Where furniture plans illustrate more occupants than the maximum permitted, confirm
that all occupants have access to an exit, the exits provide sufficient capacity for all occupants and that
compliance with these sections is attained. CBC 1004.2.
Denote the exiting calculation at each exit discharge.
Address additional egress requirements CBC 1017.1
A1.1·1
Address the requirements of CBC 1004.5 Outdoor areas.
Patio Hardscape Area: Doors shall swing in the direction of travel when serving an occupant load of 50
or more persons. CBC 1008.1.2
A2.0 ·1 & A2.0·2
Demolition Plans
Provide a note: All demolition work shall be conducted in accordance with CFC Chapter 33.
A2.1·1
Floor Plan
Label doors as noted on Door Schedule.
Clarify if platform or stage and provide a reference to A9.4.·2 for details.
Provide notes and additional details to verify that stage or platform construction complies with CBC 410.
Legend
Walls types must match symbols on floor plan and all floor plans throughout.
Denote required separation of occupancies if separated. CBC Table 508.4.
Provide symbol for rated walls on Wall Legend and provide a reference to details on A9.0-1.
Provide a symbol for existing doors.
Provide a symbol for fire shutter with a reference to detail on A9.4.~1.
A2.2-1, A2.2-6 & A2.3·1
Finish
Provide a note: All finish materials shall comply with CBC Chapter 8.
Provide specifications and California State Fire Marshal listings or other acceptance criteria for flame
spread and smoke developed index for new carpet, padding and carpet base. CFC 804
Provide specifications and California State Fire Marshal listings or other acceptance criteria for flame
spread and smoke developed index for decorative materials. CFC 807.
Provide specifications and California State Fire Marshal listings or other acceptance criteria for flame
spread and smoke developed index for Acoustical Ceilings CBC 808.
Arrange sheet fastener so that Door# Column (2nd Floor) is fully accessible for review.
Door Schedule
Door#
Page 4 of5
Verify that all doors within the egress system from improved areas are shown to be openable without the
use of a key special knowledge or effort.
Hardware Group
Provide manufacturer's specifications and listings in order to verify that hardware is readily openable from
the egress side without the use of a key or special knowledge or effort throughout egress systems.
Identify doors equipped with panic Hardware CBC 1008.10.
Specify how sliding doors comply with applicable CBC 1008.1.4 sections.
Remarks
Indicate which of the following "CARD READER" provisions apply.
a. Delayed Egress Locks 2013 CBC 1008.1.9.7
b. Access-Controlled Egress Doors 2013 CBC 1 008.1.9.8
c. Electromagnetically Locked Egress Doors CBC 1008.1.9.9
Address all criteria in CBC 1008.1.9.7, CBC 1008.1.9.8. and/or CBC 1008.1.9.9
Window Schedule
Glazing
List applicable symbol provided under Window Legend.
/l4.1w2.
Verify that new entry portal does not present any obstructions from the Children areas for security
purposes.
A4.1-3
Provide notes and details to verify that stage or platform construction complies with CBC 410 sections.
A4.3·2
Denote auditorium seating as NIC and remove keynotes. Deferred Submittal.
A5.1·2 throygh & AS.l:!
Provide Keynotes and illustrate on elevations. Coordinate with Floor Plans.
A6. 1-1 through, AS. 1-5 and A6.2-1 through A6.2-3
Sheet Notes
Add a note to reference Electrical drawings specific to emergency lighting design.
A9.4-1
Oetail4
Provide listing specifications for fire shutter.
A9.4~2
Add details to illustrate compliance with CBC 410.
Add EX1 to 1338
GO.OO
Page 5 of5
General Note A: Revise reference to code sections to read, CBC 1 008.1.9.3 & CBC 1022.9
M0.1
Drawing List
Justify omission of a roof plan.
FP0.1
Notes shall be specific to CB150504. Remove all other notes not applicable to this project.
P0.2
Grease Interceptor Schedule
Describe the application of the Grease Interceptor.
P2.1
Sheet Note 4: Is the grease interceptor intended for producing Cafe equipment?
E0.1
General CBC 1006 & 1011.
Indicate the locations of all new and existing means of egress illumination and exit signs in all areas in
the path of egress to an exit discharge and public way.
Denote all emergency lighting.
Indicate the locations of all new and existing exit sign locations.
Denote directional exit signs, where required, from all occupied areas to the exit discharge.
Denote externally illuminated exit signs with a intensity of not less than 5 foot-candles.
E0.12
Photometries Calculations Room 139
Justify foot candle noted as <1fc.CBC 1006.1
Coordinate drawing with Architectural floor plan.
E6. 1-1 & E6. 2-1
RCP
Justify omission of Sheet Notes.
END OF COMMENTS
/ -!5!TTG
STRUCTURAL, MEP & CIVIL ENGINEERING, CONSTRUCTION SERVICES & STRATEGIC CONSULTING
Arizona
i
California Colorado Texas
CARLSBAD DOVE LIBRARY
6925 EL CAMINO REAL,
CARLSBAD,CA
STRUCTURAL CALCULATIONS
TTG JOB NO: 0214621.00
DATE: February, 11 2015
Washington
1280 Civic Drive, Suite 204, Walnut Creek, CA 94596 {925) 949-2600 Fax: {925) 949-2601 www.ttgcorp.com
fA I c;. f)SQL/-
===rrG •••
STRUCTURAL, MEP & CIVIL ENGINEERING, CONSTRUCTION SERVICES & STRATEGIC CONSULTING
Arizona
1.
2.
3.
California Colorado Texas
CARLSBAD DOVE LIBRARY
STRUCTURAL CALCULATIONS
TABLE OF CONTENTS
(E) Shearwall Calculations
(E) Shearwall Fiberwrap Retrofit
(N) Stage Support Calculations
Page
SW1-SW5
FW1-FW3
SS 1-SS 3
1280 Civic Drive, Suite 204, Walnut Creek, CA 94596 (925) 949-2600 Fax: (925) 949-2601
Washington
www.ttgcorp.com
CARLSBAD. DOVE LIBRARY· DESIGN LOADS
Tyoical Dead Load
Typical Roof !Existing Roon
Built-up campo roofing and gravel
Insulation
1.5" Metal Deck
Steel Beams
Ceiling
MEP
Mise
For Bm Design, use
ForSioped Roof Design, use
Typical Floor
2.5" N.W. Cone Fill Over 3"x Metal Deck
Flooring
Steel Beams
Ceiling
MEP
Partitions
Mise
Live Load:
Typical Floor
Typical Roof
EXTERIOR WALLS
For Bm Design, use
Metal Stud Wall with Stucco
8" Masonry Wall, Fully Grouted
EXTERIOR Window/Wall Under New Atrium Roof
INTERIOR WALLS
zoe -Dove Lib Design Criteria
10.0 psf
1.0 psf
2.0 psf
5.0 psf
4.0 psf
2.0 psf
1.0 psf
25.0 psf
25.0 psf
29.0 psf
49.0 psf
2.0 psf
5.0 psf
4.0 psf
3.0 psf
5.0 psf
1.0 psf
69.0 psf
70.0 psf
125.0 psf (reducible)
20.0 psf (reducible}
15.0 psf
80.0 psf
8.0 psf
10.0 psf
SW-1
sheet of by ---crc;----
job no. 214621.000
date ""21""6'""/2""01'""5 ___ _
Assign
Mass
wt (psf)
25.0
29.0
Assign
Seimic
Mass
Wt(psf)
70.0
16 psf, sloped roof
Design Maps Summary Report
EUSGS Design Maps Summary Report
User-Specified Input
Report Title California Minimum Ss
Fri December 5, 2014 01:19:43 UTC
Building Code Reference Document ASCE 7-10 Standard
(which utilizes USGS hazard data available in 2008)
Site Coordinates l33.104°N, 117.267°W I
Site Soil Classification Site Class D -"Stiff Soil"
Risk Category I/II/III
USGS-Provided output
Ss = 1.063 g
s1 = 0.411 g
SMs = 1.142 g
Sr-u = 0.653 9
Sos = 0.762 g
So1 = 0.435 g
Page 1 of2
SW-2
For information on how the SS and 51 values above have been calculated from probabilistic (risk-targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
~
IV Ill
MCER Response Spectrum
1.20
1.09
0.36
0.94
0.72
O.GO
0.49
0.3G
0.24
0.12
O.IJO +----t---t--1---+---1-----il---+-+--1--l
0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 UlO 2.00
Period, T (sec}
~
IV Ill
For PGAM, T,, c.s, and c., values, please view the detailed report.
O.SQ
Design Response Spectrum
o.so
o.n
D.G4
0.56
0.4B
0.40
0.32
0.24
O.lG
1).09
0.00 1--1
0.00 0.20 0.~0 0.60 0.80 1.00 1.20 1.4.0 l.GO 1.80 2. 00
Period, T (sec)
httn:/ /ehn4-earthouake.cr.us2:s.2:ov/desi2:nmans/us/summarv.nhn?temnlate=minimal&latitu... 12/4/2014
EEETTG Dove Library, Carlsbad
Renovation
TTG Job No. 0214416.00
BASE SHEAR CALCULATIONS per CBC 2013, ASCE 7-10
SEIMIC WEIGHT
Weight Mass Level
kips k-s2/in
STORYl 1.0 0.04
:E= 1.0 0.04 Building Seismic Weight I Mass per ET ABS Output
SITE COEFFICIENTS & PARAMETERS
Site Class:~···.· ·D .... · .. SOC: D
•=. :i.oo
s.=
51=
Fa=
Fv=
SMs=
SMl=
Sns=
So1 =
c.=
1.063
0.411.
1.075
1.589
1.142
0.653
0.762
0.435
1.400
g
g
g
g
g
g
Per Geotech Report
Seismic Design Category per §1616.3, ASCE 7-2010
UIIIJUH.diU..:t:: f"dLLUI I dUit! .LDU-t.:J1 \...D\.. .tU~::l. ru1 1\l!)f\ t.d\t!lSUf y II \AUUIL.
Education, less than 500 occupants)
MCE Spectral Acceleration for short periods per Geotech Report
MCE Spectral Acceleration at period of 1 sec per Geotech Report
Table 11.4.1, ASCE 7-10
Table 11.4.2, ASCE 7-10
MCE Spectral Acceleration for short periods per Eq. 11.4.1, ASCE 7-10
MCE Spectral Acceleration at Period of 1 sec per Eq. 11.4.2, ASCE 7-10
Design Spectral Acceleration for short periods per Eq.11.4.3, ASCE 7-10
Design Spectral Acceleration at period of 1 sec per Eq. 11.4.4, ASCE 7-10
Table 12.8-1, ASCE 7-10
X-Dir (E-W) Y-Dir (N·S)
R= 5.5
0 0 = .. Z.SO
Cd= 4 .··.
x=
T~=CJ!nx=
c.r.=
27;67
o.oi
. 0.75
0.241
0.338
5,S
2.50
..4
27.67
0~02
0.75
0.241
0.338
ft
X-Dir: Special Reinforced Masonry Shear Wall (Building Frame System)
V-Oir: Special Reinforced Masonry Shear Wall (Building Frame System)
Table 12.2.1, ASCE 7-10
Building height
Table12.8-2, ASCE 7-10
Table12.8-2, ASCE 7-10
sec. Eq.12.8-7, ASCE 7-10
sec. §12.8.2, ASCE 7-10
BASE SHEAR used for Strength Check
X·Dir (E·W) Y·Dir (N·S)
TerAIIS =
Tuse<t =
Cs = S0J(R/1) =
Cs,max = SoJ[T(R/1)] =
Cs,used ..
VsrATIC = C..W =
NA
0.338
0.138
0.034
0.234
0.138
0.138
Dove lib Base Shear 2014-12-4
NA
0.338
0.138
0.034
0.234
0.138
0.138
sec. ETABS Output
s ec. §12.8.2, ASCE 7-10
Eq. 12.8.2, ASCE 7-10
Eq. 12.8.5, ASCE 7-10, Eq.12.8.6 not applicable
Eq. 12.8.3, ASCE 7-10
Use Cs=0.183 as per 1994 UBC in Original Design
kips Static Base Shear force §9.5.5.2, §9.5.6.8 ASCE 7-02
1/1
SW-3
12/8/2014
sheet
by
job no.
date
Dove Library • Wall Shear Demand Calculation
Wall Along Grid Line· ' 93/A-B
Total Mass Weight Trlbutarv to the Wall
Areas length Width Area Unit WI Masswt
ft ft ft2 psf kips
Roofwt A1 111.3 100.6 11198.1 25 280.0
waii-OFP A2 222.7 8.0 1781.3 80 142.5
Total Tributary Mass WI= 422.5
Dead Load on the Wall
Roofwt
wan-Self
Areas Length Width Area Unit WI Mass Vllt
ft ft ft2 psf kips
A1 25.8 8.0 206.7 25 5.2
A2 25.8 13.7 353.1 80 28.2
Total Dead Load on Wall P = 33.4
Seismic Coefficient Cs =
Seismic Force Vu=
Length of wan Before Alteration l1 =
Unit Wall Shear f1 =
Total Length of wall After Alteration L2=
Unit Wall Shear f2=
0.183
77.3 kips
25.83 ft
2.99 ktf=
22.83 ft
3.39 kif
Masonry Wall Capacity Per ACI 530-08/ASCE 5-08, Section 3.3.4.1
8" CMU wall with #5@24" Vert & #8@32" Hori.
wau Height= 13.67 ft
Mu= 1056.6 Kip-ft
Before Alteration: d1= 24.83 It
Mu/(Vu•d1)= 0.55
Use Mu/(Vu*d1)= · !).SJ;
Pu=1.2P = 40.1 kips
An before= 2363.8 in2
of
GC
214621.000
216/2015
32.7 psi
-11.6% Red. in Length
37.0 psi
fm'= 1,500 psi 4fm'"0.5= 154.9 psi
Vnm={4.0-1.75[Mu/(Vudv)]}An.Fm'"0.5+0.25Pu= 288.1 kips <4An.fm'"0.5= 366.2 kips
Vs=0.5(Av/s)fy.dv = 122.9 kips
0 = 0.8 0Vn=0(Vnm+Vs) = 328.8 kips ~
OCR before = 0.235
After Alteration:
Pierl3=
d3
Pierl4=
d4=
Mu/(Vu*d3)=
Use Mu/(Vu*d3)= ·
Mu/(Vu*d4)=
Use Mui(Vu*d2)=
Pu3=
An3after=
fm'=
Vnm3={4.0-1. 75[Mu/(Vudv)]}An.Fm'"0.5+0.25Pu3=
Vs3=0.5(Av/s)fy.dv =
0 = 0.8 0Vn3=0(Vnm3+Vs3) =
Pu4=
An4after=
fm'=
Vnm4={4.0-1.75[Mu/(Vudv)]}An.Fm'"0.5+0.25Pu4=
0.8
Vs=0.5(Av/s)fy.dv =
0Vn4=1'5(Vnm+Vs) =
Totai0Vn=0(Vnm+Vs) =
Change in shear capacity =
18.38 ft
17.88 It
4.46 ft
4.21 ft
0.45 . 0.45
1.90 .. (oa
32.3 kips
1681.3 in2
1,500 psi
154.6 kips
88.5 kips
194.4 kips
7.6 kips
407.9 in2
1,500 psi
37.5 kips
20.8 kips
46.7 kips
241.1 kips
-27%
<4An.fm'"0.5= 260.5 kips
<4An.fm'"0.5= 63.2 kips
SW-4
·OCR after=
Chan$e in OCR =
03~~ 7 } 0 i· ---> P-et.. tfi:>C TD Pkw {)~ A-f){)J71orllfl-
;?eb(J~I4 ; l+Ott CAf?~"T1 ~ v~ \('U J<.
3Z.f6rS ~-cz_.+H t:. ;::. ~1·1
~-~·' I "" ll-.-.:L.-D I .Jt1.l:j ,. 1tJ...., ~ } {) t)<
sheet
by GC
job no.
date
214621.000
2/6/2015
Dove Library ·Wall Shear Demand Calculation
Wall Along Grid Line; G/4.5-8.5
Total Mass Weight Tributary to the Wall
Areas Length Width Area Unitwt Masswt
ft ft ft2 psf kips
Roofwt A1 203.8 18.0 3667.5 25 91.7
Waii-OFP A2 407.5 10.0 4075.1 80 326.0
Total Tributary Mass wt = 417.7
Dead Load on the Wall
Areas Length Width Area Unitwt Masswt
ft ft ft2 psf kips
Roofwt A1 102.7 18.0 1846.0 25 46.2
Wall-Self A2 102.7 20.0 2053.3 80 164.3
Total Dead load on Wall P = 210.5
Seismic Coefficient Cs =
Seismic Force Vu=
length ofWall Before Alteration l1=
Unit Wall Shear f1 =
Total length of Wall After Alteration l2=
Unit Wall Shear f2=
0.183
76.4 kips
83.50 ft
0.92 kif=
80.50 ft
0.95 kif
Masonry Wall Capacity Per ACI530-08/ASCE 5-08, Section 3.3.4.1
8" CMU wall with #5@24" Vert & #6@32" Hori.
Before Alteration:
Wall Height=
Mu=
d1=
Mu/(Vu*d1)=
Use Mu/(Vu*d1)=
Pu=1.2P=
An before=
fm'=
Vnm={4.0-1.75{Mu/(Vudv)]}An.Fm'A0.5+0.25Pu=
0.8
After Alteration:
Vs=0.5(Av/s)fy.dv =
¢Vn=¢(Vnm+Vs) =
OCR before•
Pierl3=
d3
PierL4=
d4=
Mut(Vu*d3)=
Use Mu/(Vu*d3)= .·
Mut(Vu*d4)=
Use Mu/(Vu*d2)=
Pu3=
An3after=
fm'=
Vnm3={4.0-1.75{Mut(Vudv)J}An.Fm'A0.5+0.25Pu3=
Vs3=0.5(Av/s)fy.dv =
111 = 0.8 ¢Vn3=¢(Vnm3+Vs3) =
Pu4:
An4after=
fm'=
Vnm4={4.0-1. 75[Mu/(Vudv)J}An. Fm'AO. 5+0.25Pu4=
Vs=0.5(Av/s)fy.dv =
!11 = 0.8 !11Vn4=¢(Vnm+Vs) =
Total f2JVn=0(Vnm+Vs) =
Change in shear capacity =
18.00 ft
1375.9 Kip-It
82.50 ft
0.22
11.25
252.6 kips
7640.3 in2
1,500 psi
1117.3 kips
408.4 kips
1220.5 kips
0.063
40.25 ft
39.751t
40.25 ft
39.75 ft
0.20
.. 0.25
0.20
0;25
12G.3 kips
3682.9 in2
1,500 psi
539.7 kips
196.8 kips
589.2 kips
126.3 kips
3682.9 in2
1,500 psi
539.7 kips
196.8 kips
589.2 kips
1178.4 kips
-3%
OCR after= 0.065
Change in OCR = 4%
of
10.0 psi
-3.6% Red. in Length
10.4 psi
4fm'"0.5= 154.9 psi
<4An.fm'"0.5= 1184 kips
<4An.fm'"0.5= 570.5 kips
<4An.fm'"0.5= 570.5 kips
SW-5
FVFE
1.0 DESIGN GOAL
Carlsbad Dove Library
Wall Strengthening
FW-1
Date: 2/3/2015
Designed By: MJG
Checked By: VR
Design the Tyfo SCH-41 Carbon Composite System to provide additional shear capacity to specified wall as provided by
TTG engineers. A-t> p tnc fl) A--t-s;JttrA. ft.. CA~ CArfJAe/t"( ~,-e> l::il:.
2.oDESIGNINFORMATION Ptz.ov,~ P.:-7 11/blf!i!J.JfJ-AP :::::-looK
~;;;,.~
• Detailing and additional design information provided by EOR.
• Design followed guidelines set forth in ACI 440.2R-08. All references to this document are in ()throughout
calculations.
3.0 MATERIAL PROPERTIES
Tyfo SCH-41 System
Ultimate Properties:
f'fu := 12lksi
c:'fu := 0.0085 ~
In
Reduction Factors:
ultimate tensile stress
ultimate rupture strain
CE := 0.95 environmental reduction factor for carbon fiber~ interior
application
'ljJf := 0.85
Design Properties:
fru := CE·fru
efu := CE"c:'fu
ffu
Ef:=-
c:fu
ffu = 114.9·ksi
€fu = 0.0081
Er = 14235·ksi
FRP flexural strength reduction factor
(ACI~440.2R-08 Section 10.1)
FRP shear strength reduction factor
(ACI-440.2R-08 Table 11.1)
design ultimate tensile stress
design rupture strain
design modulus of elasticity
Fyfe Co. suggests using a more conservative design modulus in calculations
Ef := 11900ksi
tr := 0.04in
Concrete
f c := 3000psi
conservative design modulus of elasticity
FRP thickness per layer
concrete compressive strength provided by EOR
1/3
FVFE
4.0 CALCULATIONS-SHEAR STRENGTHENING CALCULATION
Provide additional shear capacity to resist the specified shear demand
V := lOOkip = 7_7. kip
u 13ft ft shear demand provided by EOR
Calculate the Shear Capacity Provided by Tyfo SCH-41 System
h :=13ft
dfv := 0.8·h = 10.4·ft
n := 1
ki .58
2500·-p-·in . .58 m Le := Le = 1.27 in
(n·1f·Er·1000) 58
(dfv-2Le) k2 := = o.9796
dfv
k1 := ( 'c ~G)" 08255
4000·psi)
ere:= min(0.004,s:fd) = 0.0022
ffe := Er·Sfe fte = 26.2·ksi
shear wall height
assumed effective depth ofFRP
number ofFRP layers required
active bond length
(ACI 440.2R-08 eqn, 11-8)
shear modification factor
(ACI 440.2R-08 eqn. 11-10)
shear modification factor
(ACI 440.2R-08 eqn 11-9)
bond reduction coefficient
(ACI 440.2R-08 eqn. 11-7)
design strain ofFRP
(ACI 440.2R-08 eqn. ll-6b)
effective strain ofFRP
FRP design stress
shear strength ofFRP reinforcement
(ACI 440.2R-08 eqn. 11-3)
FW-2
Date: 2/3/2015
Designed By: MJG
Checked By: VR
cl> := .75
kip <I>Vr = 8·-ft
shear reduction factor for reinforced concrete
(ACI 318-08)
<\>V f := cl>· V f
if( cj>Vf > Vu,''Good" ,''Check Design")= "Good"
kip kip ci>Vr = 8·-> V = 7.7·-OK ft u ft
Therefore, to provide adequate shear capacity, apply 1 layer of the Tyfo SCH-41 System, full coverage, oriented
horizontally on specific shear wall areas.
FVFE
5.0 CONCLUSIONS
FW-3
Date: 2/3/2015
Designed By: MJG
Checked By: VR
The design was performed to calculate the shear capacity provided by the proposed Tyfo SCH-41 system:
-Apply one layer of the Tyfo SCH-41 System, full coverage, wrapped horizontally on specified shear wall
areas.
6.0 REFERENCES
I. ACI318-08, Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary.
2. Fyfc Co. LLC, Design Manual for the Tyfo Fibrwrap Systems, Rev. 9
3. ACI 440.2R-08 Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening
Concrete Structures
4. Haroun M A, Mosallam AS, and Allam K H, (2005), Cyclic Jn.:Plane Shear of Concrete Masonry Walls
Strengthened by FRP Lamina, Proceeding of the Seventh International Symposium on Fiber Reinforced Polymers
for Reinforced Concrete Structures, FRPRCS7, Kansas City, pp 327-339.
3/3
S)-1
sheet of __
Ff " () .+ s-~5 :r:p -;J. 6 . t x o . ~,, q"' \ . o "" o . 11.. l"") f
.rr.cAPH
fp -::
. \ 35 f$ -f .1: 1 . I !"
~ f -.::-b _ ?.;1 )(_ Cf:P ~-::;Jf" -~2-.b f ~
249 ~\f
{A:t toP orwAL~)
hu. c j£~o ~ 4") -t ('--.b~·FJ) J lbR-" SVO~bFI)
tM V\ === 6 . <:"~ x-(~. :S t ::..~) 0ksi
sheet of_. _
by 6-c
job no. '0 1.146 :lj J)-t9 ' .
STRUCTURAL MECHANICAL ELECTRICAL AND CIVIL ENGINEERS . -date _ '& /~y--:__{ -uJ/ ~ __
~)I(S~f0(A L'Jf!L:~ ~ f111 ) '-i.;f 3 #f' 1}/3
J PrK 1 ·Pvt1
-"--~-~----· .~·~·,---~~----~--~-
fv\ ~-')'Z .. -B I h ft· X.
\ .1
/ ~ q--s:·L b db 1'-•J .J< \ L 1::> ~ E: h ··-·••·W•'-""" .. ._ """"" ·• ..... • .·• "" •
. \ '3 tY2-pt Q() )
II
n ~ ( z __ f4 lb ·) -t (~o p-sFJ.r Ll ') ;;: s·£ c\ I b .
rDL ·· ·-t~ O:rAPH VJ\ t \wNL !}Jt'
A:5,8P -::: '3 ooD p:;rF
:::!;)->c.. E-
(_o ·t;-fM-t c:r (.tbD8 t\frt:JJ)
( ~ :t:.N C}?.'t/f$8 _... ·TJJCU--tf)::CN{r <:Gr:s/VrJ:t)
"'~ ..... _
-P . c::: (1-s l ·ps-F .::. -z-UOD osF o~ . Dl+-LL ~ ..-
p P'-+o.""lS""U ... -to.S"-z$'6 ,::: B 9 6 ps-f L }ooo f"5t~
55-3
sheet of __
by_ 6C ---
STRUCTURAL MECHANICAL ELECTRICAL AND CIVIL ENGINEERS
job no. 0 2.1 4.S""l../. DO
date_ ~1 Si UJ-f_ ---------··-----
s~rfl::t; ;v 6rrM I/JB. s ~&-r""J or: ·w6 ,_..-....-.___ --··---=----
ti:-I. /' 0 ( .--rv !J D~frrf( -r:-/ s-111Zif/f ( (·' -F-~ ~:" "3k;J') 4P 4@) V · · . I .tD p . r I' "'f r __ _
I \\
-~ 7 t I .-;<;;
l\ ·---q ~ 0 .3q
~ qA-t VI ~ l o . tt{k·f-t-}
co /IJ S.-&f-. u lrt1;v Gl ~ -r A-k f5 t-J
eit51tt-::r-Net c lt:f ltt.r:tlj ~
74-1. LU"'r~rf>
f -::: I 1--:r ~ODD f>::~-::: f2LJO . .. /5P
CB150504 1775 DOVE LN
DOVE LIBRARY:10,500 SF REMODEL
WFIREPLACE AT WEST EXTERIOR PATin
7
~;e>Of.5 ~ tv ~
d.Ja-5'i5 ~ ~~
~Ja-)':;; ~~~-~
'I
11
/(')-~ )·~
_{ f I; ~~·fl! ~ I!Jkc_~ S/1/t> (i!;t-tvJvhPieR e~'Nr /WC?
I ~
+-·
0-; Jf'nal Inspection required by:
0 Plan 0 CM&I 0 Fire 0
sw 0JSSUED
Approved Date
BUILDING l:.f/ P/15
PLANNING q.:.:,. I ,r
ENGINEERING a. I .:;t.tf-/6
FIRE Expedite? f Y} N rt;?;;::L7//s
DIGITAL FILES Required? y N
HazMat
APCD
Health
FormsjFees Sent Rec'd
Encina
Fire
HazHealthAPCD
PE&M
School
Sewer
Stormwater
Special Inspection
CFD: y N
LandUse: Density: lmpArea: FY: Annex:
PFF: y N
Comments Date Date Date
Building 3]~/t:;-
Plahning :J.J.;K:;j u '::.
Engineering
Fire ;.~)~~
Need?
I ocv.
By
A-r P_b
vi'Y\...
DP
Due? By
y N
y N
y N
y N
y N
y N
y N
y N
Factor:
Date
DOone
D Done
DOone
DOone
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
12-08-2015 Plan Check Revision Permit No:PCR15131
Building Inspection Request Line (760) 602-2725
Job Address:
Permit Type:
Parcel No:
Valuation:
Reference #:
PC#:
1775 DOVE LN CBAD
PCR
2150507000
$0.00
Status:
Lot#: 0 Applied:
Construction Type: 58 Entered By:
Plan Approved:
Issued:
Project Title: DOVE LIBRARY: AUDITORIUM SEATS Inspect Area:
Applicant:
STEVE DIDIER
760-602-2014
Plan Check Revision Fee
Fire Expedited Plan Review
Additional Fees
Total Fees:
Inspector:
$0.00
Owner:
CITY OF CARLSBAD
PUBLIC AGENCY 00000
Total Payments To Date:
FINAL APPROVAL
Date:
$0.00
$0.00
$0.00
$0.00 Balance Due:
Clearance:
PENDING
11/25/2015
JMA
$0.00
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 vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired.
City of
Carlsbad
PLAN CHECK REVISION
APPLICATION
8-15
Development Services
Building Division
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
Plan Check Revision No. PC~ lS-1 ~ \ Original Plan Check No. 15-0504
Project Address 1775 Dove Lane Date 11.24.15
Contact Steve Didier Ph 760-602-2014 Fax 760--602-7942
Email steven.d idier@carlsbadca.gov
Contact Address 1775 Dove Lane City Carlsbad, CA Zip 92011
General Scope ofWorl< Revised auditorium seating plan; rest of auditorium already reviewed
Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person.
1 . Elements revised:
[{]Plans D Calculations D Soils D Energy D Other
2. 3. 4.
Describe revisions in detail List page(s) where List revised sheets
each revision is that replace
shown existing sheets
This is a slip sheet addition to the previously approved plan set. This is a slip n/a
These sheets should be added to the original plans set after sheet sheet revision
A9.4-2. This set is for the auditorium seating detail only. The that should be
auditorium improvements were previously reviewed under the original added to the
plan check number shown above. These seating plans provide detail original set after
for individual seat sizes, seat and row markings, elevations, and seat A9.4-2
lighting plan.
5. Does this revision, in any way, alter the exterior of the project? D Yes [{]No
6. Does this revision add ANY new floor area(s)? 0 Yes [{] No
7. Does this revision affect any fire related issues? 0 Yes [{]No
8. Is this a complete set? 0 Yes [{] No
~Signature ________________________________________________________ ___
1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: buifding@carfsbadca.gov
www.carlsbadca.gov
Cicyof
Carlsbad
PLAN CHECK REVISION Developmen_t ~er~i~~s
BUIIdmg DIVISIOn
APPLICATIQN...,.Q NOT . . 1635 Faraday Avenue
B-15 -u FORWARDo-6o2-2719
TO ENGINEI:Ril\fdr'sbadca.gov
Plan Check Revision No. 'PCV:: l S-) ~ 1 Original Plan Check No. 15-0504
Project Address 1775 Dove Lane Date 11 .24.15
Contact Steve Didier Ph 760-602-2014 Fax 760-602-7942
Email steven.didier@carlsbadca.gov
Contact Address 1775 Dove Lane City Carlsbad, CA Zip 92011
General Scope ofWorl< Revised auditorium seating plan; rest of auditorium already reviewed
Original plans prepared by an architect or engineer; revisions must be signed & stamped by that person.
1 . Elements revised:
[Z] Plans 0 Calculations D Soils 0 Energy D Other
2. 3. 4.
Describe revisions in detail List page(s) where List revised sheets
each revision is that replace
shown existing sheets
This is a slip sheet addition to the previously approved plan set. This is a slip n/a
These sheets should be added to the original plans set after sheet sheet revision
A9.4-2. This set is for the auditorium seating detail only. The that should lbe
auditorium improvements were previously reviewed under the original added to the
plan check number shown above. These seating plans provide detail original set after
for individual seat sizes, seat and row markings, elevations, and seat A9.4-2
lighting plan.
5. Does this revision, in any way, alter the exterior of the project? 0 Yes [{]No
6. Does this revision add ANY new floor area(s)? 0 Yes [{] No
7. Does this revision affect any fire related issues? 0 Yes [{]No
8. Is this a complete set? D Yes 0 No
~Signature __________________________________________________________ ___
1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov
www.carlsbadca.gov
EsGil Corporation
In (]?artnersliip witli qovernment for CBui{aing Safety
DATE: 12/7/2015.
JURISDICTION: City of Carlsbad
PLAN CHECK NO.: 15-0504 rev(PCR15-131)
PROJECT ADDRESS: 1775 Dove Lane
SET: I
PROJECT NAME: Carlsbad Dove Library Revision Seating
D APPLICANT
D JURIS.
D PLAN REVIEWER
D FILE
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's 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.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to:
~ EsGil Corporation staff did not advise the applicant that the plan check has been completed.
D EsGil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone#:
Date contacted: (by: ) Email:
Mail Telephone Fax In Person
~ REMARKS: Note on the plan that the handicapped seats are on slider.
By: David Yao Enclosures: approved plan
EsGil Corporation
D GA D EJ D MB D PC 12/1
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
City of Carlsbad 15-0504 rev(PCR15-131)
12/7/2015
[DO NOT PAY-THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Carlsbad
rev(PCR15-131)
PLAN CHECK NO.: 15-0504
PREPARED BY: David Yao
BUILDING ADDRESS: 1775 Dove Lane
BUILDING OCCUPANCY:
BUILDING AREA Valuation
PORTION (Sq. Ft.) Multiplier
HC seats
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb By Ordinance
-~-------~--~-J
Bldg. Permit Fee by Ordinance ""I
--·-------·---------·-----__,·"'-·"''"-"
-----------~----~
Plan Check Fee by Ordinance """
~~-----------=·"""
Type of Review: Complete Review
0 Repetitive Fee
---·-~ Repeats
* Based on hourly rate
Comments:
0 Other
0 Hourly
EsGil Fee
DATE: 12/7/2015
Reg. VALUE ($)
Mod.
0 Structural Only
11Hr.@ *
======$1=0=0=. o:o $10o.ool
Sheet 1 of 1
macvalue.doc +
PLANNING DIVISION
BUILDING PLAN CHECK
APPROVAL
P-29
DATE: 11/25/15 PROJECT NAME: REVISIONS PROJECT ID:
Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.rzov
PLAN CHECK NO: PCR15131 SET#: ADDRESS: 1775 DOVE LN APN:
[g] This plan check review is complete and has been APPROVED by the PLANNING
Division.
By: PAM DREW
A Final Inspection by the PLANNING Division is required DYes [gJ No
You may also have corrections from one or more of the divisions listed below. Approval
from these divisions may be required prior to the issuance of a building permit.
Resubmitted plans should include corrections from all divisions.
D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on
the attached checklist. Please resubmit amended plans as required.
Plan Check APPROVAL has been sent to: STEVEN.DIDIER@CARLSBADCA.GOV
For questions or clarifications on the attached checklist please contact the following reviewer as marked:
D Chris Sexton
760-602-4624
Chris.Sexton@carlsbadca.gov
D Gina Ruiz
760-602-467 5
Gina.Ruiz@carlsbadca.gov
D Veronica Morones
760-602-4619
Veronica.Morones@carlsbadca.gov
Remarks:
. ENGIN,EERiNG .
Linda Ontiveros
760-602-2773
Linda.Ontiveros@carlsbadca.gov
760-602-4663
Gregory.Ryan@carlsbadca.gov
Cindy Wong
760-602-4662
Cynthia.Wong@carlsbadca.gQY
Dominic Fieri
760-602-4664
Dominic.Fieri@carlsbadca.gov
Shay Even
From:
Sent:
To:
Subject:
Steve,
Christina Wilson
Wednesday, December 02, 2015 1:08 PM
Steven Didier; Building
PCR15131 Dove Library: Auditorium Seating does not need CFD plan review
Fire Marshal Randy Metz has determined that PCR15131 Dove Library: Auditorium Seating plans do not need to be
reviewed by fire prevention. The building department has been notified.
Thank you,
Chris
Christina Wilson
Fire Prevention Secretary
City of Carlsbad
1635 Faraday Ave.
Carlsbad, CA 92008-7314
P 760-602-4665 phone I F 760-602-8561
1