HomeMy WebLinkAbout2310 VIA FRANCISCA; ; CBC2019-0401; PermitJob Address: 2310 Via Francisca
Permit Type: BLDG-Commercial
Parcel No: 1672504400
Valuation: $150,000.00
Occupancy Group:
U Dwelling Units:
Bedrooms:
City of
Building Permit Finaled Carlsbad
Commercial Permit
Print Date: 05/14/2020 Permit No: CBC2019-0401
Work Class: Repair Status: Closed - Finaled
Lot U: Applied: 08/22/2019
Reference U: Issued: 10/24/2019
Construction Type PermitFinal
Close Out:
Bathrooms: Inspector: TAlva
Orig. Plan Check # Final
Plan Check U: Inspection: 05/14/2020
Project Title:
Description: THE RESERVE APARTMENTS: (BLDG. 14) DRYROT REPAIR TO TWO STAIR-CHASES AND WALKWAYS
Applicant:
D P CARLSBAD MAGNIFICA INVESTORS LP D P
AIRPORT HOSPITAL WAY INVESTORS LP C/O
DECRON PROPERTIES CORP
TERRY WILCOX
Owner:
D P CARLSBAD MAGNIFICA INVESTORS LP D P
AIRPORT HOSPITAL WAY INVESTORS LP C/O
DECRON PROPERTIES CORP
6222 Wilshire Blvd, Unit 400
LOS ANGELES, CA 90048
FEE . AMOUNT
BUILDING PERMIT FEE ($2000+) $803.50
BUILDING PLAN CHECK FEE (BLDG) $562.45
5B1473 GREEN BUILDING STATE STANDARDS FEE $6.00
STRONG MOTION-COMMERCIAL $42.00
Total Fees: $1,413.95 Total Payments To pate: $1,413.95 Balance Due: $0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these
fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the
protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section
3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their
imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection
fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this
project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
Building Division
1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov Page 1 of 1
(City of
Carlsbad
COMMERCIAL
BUILDING PERMIT
APPLICATION
B-2
Plan Check ___
Est. Value 1 I&) On
PC Deposit
Date
Job Address 3I t) 1J & ItIr i S14 Suite: APN:
Tenant Name: jj CT/Project #: Lot #:_________
Occupancy: Instruction Type: Fire Sprinklers: yes /Air Conditioning: yes
BRIEF DESCRIPTION OF WORK: Lt k e -' )'cy"Fyt' 00 rfl4 S - +'
oes , \&o ° PL7cr
El Addition/New: New SF and Use,
Deck SF, Patio Cover SF (not including flatwork)
New SF and Use,
LI Tenant Improvement: SF, Existing Use
SF, Existing Use
LI Pool/Spa: SF Additional Gas or Electrical Features?
Proposed Use
Proposed Use
El Solar: KW, _Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes I No
0 Plumbing/Mechanical/Electrical Only:
APPLICANT (PRIMARY) PROPERTY OWNER
Name: 4Ay J-.LJç.r' Name: _COY
Address: a r Address:l. '') . t 'sh r ,-- €M vi a k
City: State: Zip: City:-ArcZHp1-e2 State:C"tZip: i001'
Phone: 9YS 177 Phone: -(. LO (3 0
Email: +kt k cD&C ôr't . Ccrw
DESIGN PROFESSIONAL CONTRACTOR BUSINESS
Name: Name:__________________________
Address: &, ( —kr a U Address:
City:'S%rbAr\a State: CA Zip: 1OL City: State: Zip:
Phone: (4- 65'l S5 I Phone:
Email: Moka me'L~Ar,59n ri rk. ComEmail:
Architect State License: State License: Bus. License:_______________
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law
(Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he/she is exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}).
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Buildingcarlsbadca.gov
B-2 Page 1 of 2 Rev. 06/18
(OPTION A): WORKERS'COMPENSATION DECLARATION:
I hearby affirm under penalty of perjury one of the following declarations:
ID I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued.
ID I have and will maintain worker's 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 Company Name:
Policy No. Expiration Date:
El Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come
subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to
criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code,
interest and attorney's fees.
CONTRACTOR SIGNATURE: DAGENT DATE:
(OPTION B): OWNER-BUILDER DECLARATION:
I hereby affirm that! am exempt from Contractor's License Law for the following reason:
O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec.
7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work
himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
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).
ID I am exempt under Section Business and Professions Code for this reason:
I personally plan to provide the major labor and materials for construction of the proposed property improvement. ID Yes ID No
I (have / have not) signed an application for a building permit for the proposed work.
I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone / contractors' license number):
I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address/ phone /
contractors' license number):
S. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work):
OWNER SIGNATURE: 1'A GENT DATE:___________
CONSTRUCTION LENDING AGENCY, IF ANY:
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code).
Lender's Name: _ Lender's Address:
ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? ID Yes ID No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes Cl No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes ID No
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
APPLICANT CERTIFICATION:
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all
City ordinances and State laws relating to building construction.
I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP
HARMLESS THE CITY OF CARLSBAD AGAINSTALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINSTSAID CITY IN CONSEQUENCE OF
THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized
by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time
after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code).
APPLICANT SIGNATURE: DATE:
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Build ingccarIsbadca.gov
B-2 Page 2 of 2 Rev. 06/18
(ityof
Building Permit Inspection History Finaled Carlsbad
PERMIT INSPECTION HISTORY for (CBC2019-0401)
Permit Type: BLDG-Commercial Application Date: 08/22/2019 Owner: Q P CARLSBAD MAGNIFICA
INVESTORS LP D P AIRPORT
HOSPITAL WAY INVESTORS LP C/O
DECRON PROPERTIES CORP
Work Class: Repair Issue Date: 10/24/2019 Subdivision: PARCEL MAP NO 13126
Status: Closed - Finaled Expiration Date: 04/21/2021 Address: 2310 VIA FRANCISCA
CARLSBAD, CA 92008-6816 IVR Number: 21253
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
0211912020 02/19/2020 BLDG-14 119770-2020 Partial Pass Tony Alvarado Reinspection Incomplete
Frame/Steel/Bolting/We
Iding (Decks)
Checklist Item COMMENTS Passed-
BLDG-Building Deficiency February 19, 2020- post to beam framing Yes
connections work-OK. Plywood deck
nailing work approved.
04/2112020 04121/2020 BLDG-18 Exterior 125146-2020 Passed Tony Alvarado Complete
Lath/Drywall
Checklist Item COMMENTS Passed
BLDG-Building Deficiency April 21, 2020 -exterior stucco lath paper Yes
- underneath entryway ceiling bridges to
apartment complex scope of
work-approved.
05/14/2020 05/14/2020 BLDG-Final Inspection 127513-2020 Passed Tony Alvarado Complete
Checklist Item COMMENTS Passed
BLDG-Structural Final Yes
Thursday, May 14, 2020 . Page 1 of I
V/
EsGil
A SAFEbulitCompany
DATE: 9/4/2019 0 APPLICANT
0 JURIS.
JURISDICTION: CARLSBAD
PLAN CHECK #.: CBC2019-0401 SET: I
PROJECT ADDRESS: 2310 VIA FRANCESCA
PROJECT NAME: REPAIR OF STAIRS, LANDINGS AND BRIDGES FOR DECRON PROP.
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's BUILDING codes.
The plans transmitted herewith will substantially comply with the jurisdiction's BUILDING codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
LI The check list transmitted herewith is for your information. The plans are being held at EsGil
until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
LI The applicant's copy of the check list has been sent to:
EK EsGil staff did not advise the applicant that the plan check has been completed.
EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: _(C) (by: 'fl, Email:
Mail Telephone Fax In Person
REMARKS: 1) PLEASE HAVE THE ENGINEER OF WORK to CHANGE the CODE TOmply
; with the 2016 California Building Code, which adopts the 2015 IBC, 2015 UMC, 2015 UPC and I
. the 2014 NEC. 2) Please have the engineer of work to sign each sheet of tt5r*Qj'
By: Bert Domingo Enclosures: \J
EsGil
8/26/2019
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
CARLSBAD CBC20 19-0401
9/4/2019
(DO NOT PAY— THIS IS NOTAN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0401
PREPARED BY: Bert Domingo DATE: 9/4/2019
BUILDING ADDRESS: 2310 VIA FRANCESCA
BUILDING OCCUPANCY: R
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
CTY ESTIMATE 150,000
Air Conditioning
Fire Sprinklers
TOTAL VALUE 150,000
Jurisdiction Code 1CB IBY Ordinance
1997 UBC Building Permit Fee
1997 UBC Plan Check Fee V
Type of Review: El Complete Review Structural Only
D Other
- Repeats El
D Repetitive Fee Hourly
I EsGil Fee
(tf!
__
Hr. @ *
311
Comments: In addition to the above fee, an additional fee of$ is due ( hour
$ /hr.)for the CalGreen review.
Sheet 1 of 1
SAN DIEGO REGIONAL I OFFICE USE ONLY
7J L
HA HAZARDOUS MATERIALS
IRECORDlD# __
IPLANCHECK# C2)IOf________________
Of
QUESTIONNAIRE BP DATE / I
Business Name
Oea r R'%
Business Contact
r* ç e r
Telephone # q °
Project Address
,92t
City
rcu -iccA
State Zip Code I I APN#
Mailing Address City State Zip Code Plan File# o'XX kS64 tJL9, 5 +OO cOOSI I Ppject Contact '. Applica TE-mail Telephone #
tlerN L5t5{
U The following questions represent the facility's activities, NOT the specific project description.
r,rIJrMr i .viu' I - flMLMWUU IVIM I IIMLUiviIUI!l:uI..urnrKiL
dicate by circling the item, whether your business will use, process, or store any
must contact the Fire Protection Agency with jurisdiction prior to plan submittal.
any of the items are
Occupancy Rating: Facility's Square Footage (including proposed project):
1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives
2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards
3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These.
4. Flammable Solids 8. Unstable Reactives 12. Radioactives
Call (858) 505-6700 prior to the issuance of a building permit.
FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy:
YES NO (for new construction or remodeling projects) 0 IZI Is your business listed on the reverse side of this form? (check all that apply). 0 1?( Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 13 Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500
pounds and/or 200 cubic feet? 0 17 Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 13' Will your business use an existing or install an underground storage tank? 0 Q Will your business store or handle Regulated Substances (CalARP)? 0 L( Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)?
0 IT Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to
or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act).
If the answer to any of the
Diego, CA 92123.
CalARP Exempt
Date Initials
CalARP Required
Date Initials
El CalARP Complete
Date Initials
PARTIII:SANDIEGOCOUNTYAIRPOLLUTIONCONTROLDISTRICT(APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomD(äsdcountv.ca.gov (858) 586-2650). [*No stamp required if Q1 Yes and Q3 Yes and Q4-Q6 No). The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive
requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. (*Excludes garages & small outbuildings.)
YES NO
13 0 Will the project disturb 160 square feet or more of existing building materials? 13" 0 Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 13' 0 (ANSWER ONLY IF QUESTION I or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance
Technician? 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification
, may be required 10 working days prior to commencing asbestos removal. 0 L?I Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet
2
//(www.sdaocd.ora/info/facts/oermits.Ddf) for typical equipment requiring an APCD permit. 0 l' (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school
boundary
Briefly describe business activities: Briefly describe proposed project: 1.' . ~;ir I.- Y'eç'a.i i- 0
tko* 'kri.&L Xiq~ _1OtD ko 4ate ____IO4t.iriJ-c..
I declare under penalty of'perjury that to the best of my knowledge and belief t e responses madehaFein are true and correct.
Name of Owner or Atfthorized Agent Signature of Owner or Authorized Agent Date
FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICAL USE ONLY:
BY: DATE: II
EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY
COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD
A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply.
HM-9171 (08/15) County of San Dieoo - DEH - Hazardous Materials Division
INDUSTRIAL WASTEWATER DISCHARGE PERMIT
SCREENING SURVEY
Date
Busin€
Street
Email Address U) 01x.rc,y .C4-et
PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS)
Check all below that are present at your facility:
Acid Cleaning Ink Manufacturing Nutritional Supplement!
Assembly Laboratory Vitamin Manufacturing
Automotive Repair Machining I Milling Painting I Finishing
Battery Manufacturing Manufacturing Paint Manufacturing
Biofuel Manufacturing Membrane Manufacturing Personal Care Products
Biotech Laboratory (i.e. water filter membranes) Manufacturing
Bulk Chemical Storage Metal Casting/ Forming Pesticide Manufacturing /
Car Wash Metal Fabrication Packaging
Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing
Chemical Purification Electroplating (including precursors)
Dry Cleaning Electroless plating Porcelain Enameling
Electrical Component Anodizing Power Generation
Manufacturing Coating (i.e. phosphating) Print Shop
Fertilizer Manufacturing Chemical Etching I Milling Research and Development
Film /X-ray Processing Printed Circuit Board Rubber Manufacturing
Food Processing Manufacturing Semiconductor Manufacturing
Glass Manufacturing Metal Powders Forming Soap / Detergent Manufacturing
Industrial Laundry Waste Treatment! Storage
SIC Code(s) (if known):
Brief description of business activities (Production/ Manufacturing Operations):
U-Ac tL4 1YV'. 9 ('rwvL
Description of operations generating wastewater (discharged to sewer, hauled or evaporated):
Estimated volume of industrial wastewater to be discharged (gal /day): 01A
List hazardous wastes generated (type! volume):
Date operation began/or will begin at this location:
Have you ap lied for a Wastewater Discharge Permit from the Encina Wastewater Authority?
Yes •N If yes, when:
Site Contact €e\J*.) Ac..f Title Q'(oàec* 0\15z-r&1e r
Signature' Phone No. * 1• 31 OO -
ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941
FAX: (760) 476-9852
in]
(City of
Carlsbad
CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
B-50
Development Services
Building Division
1635 Faraday Avenue
(760) 602-2719
www.carlsbadca.gov
PURPOSE
This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance
requirements apply to their projects. Unless none of the requirements apply, the completed checklist must be
included in the building permit application. It may be necessary to supplement the completed checklist with
supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance
requirements. For example, projects that propose or require a performance approach to comply with energy-
related measures will need to attach to this checklist separate calculations and documentation as specified by
the ordinances.
.4 If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required
by ordinance, an explanation must be provided to the satisfaction of the Building Official.
A Details on CAP ordinance requirements are available on the city's website.
BP No.: e6CX iq--0qd1
Property Address/APN:
.. Ve-61 no A
Applicant Name/Co.: 'r r' r es
Applicant Address: , e-400 Inc A. rc-n (ac r A 9,,n 4V
Contact Phone: 5 56 46 00 Contact Email:
Contact information of person completing this checklist (if different than above):
Name: Cdr c \ Contact Phone:
Company
name/address: Contact Email:
R401-3-3-1-3002—
Applicant Signatu Date: cL1..I'9
B-50 Page 1 of 3 Revised 04/19
Project Name/Building
Permit No.:
City of Carlsbad Climate Action Plan Consistency Checklist
Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project.
For residential alterations and additions to existing buildings, contact the building counter for the bujding permit valuation.
Building Permit Valuation (BPV) $- £4tc) O$ Y,taijc Jq,4 WO, 00
Cornplte Secbon Ntes j
esidential . 1
O New construction
0 Electrical service
BPV 2:$200,000
fl Nonresidential
O New construction
O Alterations
1A
rade
1A
1A
1-2 family dwellings and townhouses with attached garages
only
IA
Multi-family dwellings only where interior finishes are removed
and significant site work and upgrades to structural and
mechanical, electrical, and/or plumbing systems are proposed
lB and 2
2
1.Electriô Vehicle Charging • .
A jesidential New construction and major alterations (or electric panel upgrade)*
Please refer to Carlsbad Ordinance CS-349 when completing this section.
0 One and two-family residential dwelling or townhouse with attached garage:
D One EVSE ready parking space required 0 Exception:
,IluIti-family residential: 0 Exception:
' Total Parking Spaces
Proposed
I EVSE Spaces
Capable Ready Installed Total
Calculations: Total EVSE spaces =.10 x Total parking (rounded up to nearest whole number)
EVSE Installed = Total EVSE Spaces x.50 (rounded up to nearest whole number)
EVSE other Total EVSE spaces - EVSE Installed
(EVSE other may be "Capable, "Ready" or "Installed.")
*Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation ~ $60,000 or
include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation
'e $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed.
B. fl Nonresidential new construction (includes hotels/motels) 0 Exceøtion:
Total Parking Spaces
Proposed
EVSE Spaces -- - -
Capable Ready Installed Total
Calculation: Refer to the table below:
Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces
0-9 1 1
10-25 2 1
26-50 4 2
51-75 6 3
76-100 9 5
101-150 12 6
151-200 17 9
0 201 and over 10 percent of total 50 percent of Required EV Spaces
Updated 4/12/2019 2
City of Carlsbad Climate Action Plan Consistency Checklist
2. 0 Transportation Demand Management (TDM) -
List each proposed nonresidential use and gross floor area (GFA) allocated to each use.
Employee ADTII ,000 square feet is selected from the table below.
Use GFA Employee ADT for first
1,000 S.F.
Employee ADT for each
subsequent 1,000 S.F.
Total Employee ADT
Total
If total employee ADT is greater than or equal to 110 employee ADT, a TOM plan is required.
TOM plan required: Yes 0 No 0
Employee ADT Estimation for Various Commercial Uses__—
Office (all)2 20 20
Restaurant 11 11
Retai13 8 4.5
Industrial 4 3.5
Manufacturing 4 3
Warehousing 4 1
1 Unless otherwise noted, rates estimated from ITE Trip
Generation Manual, WPEdition
2 For all office uses, use SANDAG rate of 20 ADT/1 ,000 sf to
calculate employee ADT
Retail uses include shopping center, variety store, supermarket,
gyms, pharmacy, etc.
Other commercial uses maybe subject to special
consideration
Sample calculations:
Office: 20,450 sf
1. 20,450 sf/1000 x 20 = 409 Employee ADT
Retail: 9,334 sf
First l,000sf=8ADT
9,334sf- 1,000 sf= 8,334 sf
(8,334 sf/1,000 x 4.5) + 8 = 46 Employee ADT
Updated 4/12/2019 3
SHEET INI
STRUCTURAL:
5000 STRUCTURAL C
5501 GENERAL NOTI
SILOS GENERAL NOTE
SI.01 TYFICALCCNCI
Sill FERCALRI000 51.12 TYPICAL WOOD
5557 BEILOIRG0I4-I
5551 SECTIONS AND
CBC20I9-0401
THE RESERVE
APARTMENTS: (BLDG 14)
1672504400
2310 VIA FRANCISCA
10/24/2019
SCOPE OF WORK:
EASTANDI*IESTGDE STAIRSEEIV4EENSND AND TRIRDFLOORS
DEMOLISH EXISTING WOOD FRNJEOICCNCREIE TOPPING STAIRS
INSTALL NEWSTEEL STAIRS WITH CONCRETE INFIU.EDPANS
SECOND FLOOR WALKWAY BRIDGE
DUMOUSH EXISTING FRAMING S SHEATHING DUE TO MOISTURE DAMAGE
AND REINSTALL IDENTICAL (UKE-FOR LIKE) FRAMING. SHEATHING AND
GUARDRAILS FOUNDATION
REPAIR ETSSI1NO CONCRETE COLUMN BASE AND CONCRETE PEDESTALS
LEGAL DESCRIPTION: . ESS
PARCEL I OF PARCEL MAP NO. 13120 IN THE CITY OF CARLARAD, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, ACCORDING TO NAP THEREOF FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY. FEBRUARY 8. IEEE AS ALE NO. 84.011221
OF OFFICIAL RECORDS
AS CORRECTED BY CERTIFICATE OF CORRECTION RECORDED MARCH 32, 1888 AS FILE
Na INNE.E143144, OFFICIAL RECORDS
-- \
•
BUILDING#14
'N \
REFERENCE
NORTH
SITE MAP
N.T.S.
REFERENCE
NORTH
.1
BWIdiggirDivision
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PROJECT TITLE
The
Reserve at Carlsbad
Stair and Bridge Repair
Building #14
SHEET TITLE
Structural
Cover Sheet
SHEET PURBER
s0000
NORTh
ENLARGED SITE AND SCOPE OF WORK MAP
N.T.S
I
ROUGH CARPENTRY
I. PraaidewCUb or WWPA grade marked Douglas fir strUctural lumber.
Pronide air dry lumber with al9% maximum moisture content. Moisture
content may be measured just prier to placement is structure.
Preside structural lumber of the fcllassing dassilloatiots and grades
unless noted otherwise:
MEMBER Shill CLASSIFICATION GRADE
Rafters and joists latent than 2114
Tto4"thb.;7and wider No.2
2e4 joists and rafters
2" 104" Sib.; 2" and wider Standard
40 beams, headers and stringers
Tto4"thb,;T and wider No.1
Beam, headers and stringers larger than 40
beams and strinaers No.1
4. posts 7 t 4"thk.; Toed wider No.1
Pasta larger than 40
pasts and timbers No.1
Woll stud and rdates
4" wide NO.1
O wide No.2
91oc1dng Stud Grade
Provide plywood complying with DOC PSI and dassified as Exposure I,
Each sheet 01 plywood shag beidentiftod with appropriate trademark 01
the American Plywood Assoolatiort
EAP Warranty Compliance Specification:
All Engineered Wood Products (EWP) such esh-jolots, landnaledstrond
lumber.
,.
nenoom lumber, and parallel strand lumber shall be
provided by one manufacturer with apyreeed ICC evaluation report (or
City at Los Angeles Research Report where accepted Mixing of EM
manufacturers is not peorrilted unless the contractor otsatirs the written
approval from the rnanutacturers for the mixing 0155W prior to
instaftetort
S. Treat structural lumber bearing on concrete or masonry with preservative
complying with CBC 2303. 1.8 Provide fire-treated lumber complying with
CBC 2303.2 where indicated on the architectural plurw. Provide hot
dipped galvanized hardware per ASTM A153, stainless steel lOsteners
and hardware connectors per ASTM A123 at preservative treated and
fire heated structural lumber or Where indicated on plans. Exception: Per
cOc 2013,2304.9.5.1. plain carbon steel lastenew is SBXIDOT and
zinc berate presernatrre.tmeoted wood in on interior, dry environment
shall b
e
permitted.
6. Pill nails, armless indicated otherwise. are common nails with dmnesiosat
properties plying with AF & PAL NOS Table L4 and ASTM Figgi.
Install nails in compliance with COG Chapter 23. irtdudug Table
2304.9.1.
7. Preside wood hardware connectors as monuloctured by Simpoon
Strong-lie Company, Inc. complying with
ICC-ES Evaluation Report Has.:
ESR 1622, fiSH 2105. ESR 2238, ESR 3330, ESR 2549, ESR 2551
ESR 2553, ESR 2555, fiSH 2604. ESR 2613, ESR 2616, ESR 2330
ESR 3050
8. Do not cut or notch structural lumber armless Specifically detailed or
indicatet
9. Preside holes for bolts 1132" to 1116" larger than nominal bolt diameter.
Provide P307 bolts, unless noted otherwise, with standard cut washer
under bolt heed and nut Preside standard washers under heath 01 tag
screws.
10. Retighten bolts prior to opplica5os of sheathing, plaster, etc.
11. Provide lateral support for beams, rafters and joists as stipulated in CBC
2309.6.5,
12. Wood studs:
& Top plate ot Stud wails shall be2 plan were Width IS; studs. Splice
as indicated
Preside stud wall bracing in compliance with CBC 23118.9.3 is stud
wale net plywood sheathed.
Provide tire Mocha in compliance with COC 718.
0. Notch or bore hates in wood studs in compliance with COG
2306g1 and 2308.9.11.
E. Provide double joists under partitions which are parallel to joists and
provide solid lull depth Mocldrrg under porbtionsnildth ore
perpendicular to joists. -
13. Do not suspend ceilings, soRts, spriniders. piping, mechanical ducts, nor
any other element hors 2u4 roof homing unless specifically detailed.
14. Mecharucolllr drains nails used in mood structural panel shear waits shot
meet the same dimensions as that required for hand.driven nails.
induthng dameter. nrhrlmum length, and tnirtimum had diameter. No
dipped head arbor nails permitted in new construction.
GLUED.LAMINATED LUMBER
Preside fiPICUB or WWPA oouolun hr structural lumber. Fabricate
olued.lawinatedlunrber in compliance with ANSllAfl'C A190.l and
ASTM 03737.
Bond laminations together with wet use (walerpreol) adhesives in
compliance with ASTM 02559
Preside preservative heated structural gtuod.lamivated lumber in
compliance with Rough Carpentry Section.
Preside giued.lawinaled lumber at industrial appearance grade.
S. Provide giuod.lunsnaled members cornplyingvath the following
comisnatiassymbats:
2.112' Pudivs 24F-VS
3.116" Pudins 22F.V4
Simple Span Beams 24F-V4
Cantilever Beams 24F.VB
Truss Members and Pasta
(dense Douglas; fir) Combination 3
8. Submit shop drawings and certificates of compliance tom each member in
compliance with applicable code to Architect (Structural Engineer) for
reviev. and Governing Code Authority for approval. Indicate on shop
drawings spades of lumber. appearance Wade. type of giue,
combination oyms, dry or wet conditions at use, cambers, pressure
treatment (it required), grade 01 tension or compression lamltratiensiv
201(4-8) and 221(4-10) members and dope of grain in laminations in full
terrsion members.
GENERAL NOTES
FOUNDATIONS
Foundation design in based orra bearing capacity of 2000 Palmer a
33% increase for seismic or wind leading.
Denies lateral bearing pressure is 150 pslrk Seat 33% increase for
seismic or wivd leading and a 210% increase tom isalated pate type
feelings.
Design =efficient at friction is 0.25 With 33% increase tam saisnric or
Wind toadinSi
Found footings a minimum at 12in below adjacent undoturbed grade or
ftrdshllonr, whichever is tearer.
Found roofings and building dabon.grode an compacted fill per CBC
1811e.5 cm undisturbed natural Wade as fisted in CSC Table 1608,2.
S. Foundation ercaualiono are to be observed by and acceptable to a
Building Official or his representative prior to placement 011111, reinicruing
steel. or concrete.
7. Perform fifing, bactdiling. comnpacdov. etc., complying with CBC 1604.2
and 1904.5.
REINFORCING STEEL
1, Provide reinforcing steel and reinforcing steel to bewelded complying
With ASTM A706, Grade OS steel. Reinforcing at foundatias, suspended
slab, dab on Wade. and all to may be ASTM P615, Grade 60 unless
noted Otherwise per plans. AIIM P615, Grade 60 reinforcing may be
used in lieu at ASTM Also reinforcing as permitted by PCI 310, unless
noted otherWsc.
Splice reinforcing sled where indicated. It splice locations are not
specifically shown or indicated, verily srlice locations with Architect
(Structural Engineer) prior to developing reinforcing steel shop drawings.
Lop reinforcing oteel at splices to longue; indicated.
Minimum dear distances between reinforcing steel. including spliced
reinforcing steel, shot bet" or I bar diameter, .nlricheeer is greater.
S. Minimum concrete coverage: maintain the following minimum our
distances between reinforcing steel and lace of concrete orileno noted
otherwise:
slobs on grade (center of slab)
concrete below grade, tonned 2"
concrete below grade. unarmed 2"
8. Chairs or spacers for reinforcing shot be plastic or plastic coated when
resting on exposed surfaces.
7. Provide dowels matching vertical reinforcing stun and spacing, urdess
00104 otherwise.
S. Wod reinforcing steel complying with AWS 01.4. ll welding ofrelelordng
steel other than A708 is desired, submit proposed procedure, indicating
conformance to code and requirements at Governing Code Authority, to
Architect (Structural Engineer) for acceptance and to Governing Code
Authority for approval prior to execution. Mituldems shot be ceitfed as
required by Govenring Code itmlthomit2.
B. Bond reinforcing steel cold unless otherwise accepted by Architect
(Structural Engineer). Provide special inspection of all odd bent
reinfemdrrg
10. Securely tie anchor bolts, reinforcing steel, irserto, etc. in place prior to
pouring concrete or grout.
CAST.IN.PLACE CONCRETE
1, Pill conerete womb to ccnlnnn to CBC Chapter 19.
Provide normal weight aggregates 01 natural sand and rock comtdying
with ASTM C33 (aggregate size)
Provide Portland Cement conforming to ASTM CISO, Type ON.
Provide normal weight concrete )145 pal) attaining a minimum
compressive strength of 2500 psi at 28 days unless noted otherwise.
Submit concrete design Talk data for each typo and compressive strength
01 concrete required signed by and bearing the seat Or registered Del
engineer in s
ta
te to Architect (Structural Engineer). Base design IRS on
field experience or trial mixtures. or both, as stipulated in AD 319
Section £3,
S. Submit shop drawings to Architect (Structural Engineer(iedcatng
locations of concrete construction joists for review prior to placing
concrete. Locate joints allocations to minimize effects of shrinkage as
well as being placed at points 0110w stress and shall confomnrtoACl
319. Section 6.4.
7. Sump not toencoed4 (vS. 1) inches. For slab ov grade. walls. dab ov
metal deck and suspended slabs, dump not to exceed 4 (00", .)
inches.
B. Do not use concrete or grout containing chlorides.
g. Do not embed conduits, gipes, or sleeves in structural concrete,
including dabs on metal deck, except where specifically detailed or
accepted by Architect (Structural Engineer). Locate electrical conduit 2"
apart minimum and within middle third of member.
IS. Form exposed corners of columns, beams, walls, etc. with 314 inch
chamfers unless detailed otherwIse.
If. Provide keys in construckon joints unless detailed otlrerwise. Thoroughly
dean, remove latiance and thoroughly wet and remove standing water in
construction joints before placing new concrete,
12, Roughen concrete ourfaceto elut amplitude 011116 inch where
masonry walls intersect concrete.
13. Roughen existing concrete surface tea tall amplitude 011116 inch where
existing concrete abuts newconoret,
14 Perform concrete work in compliance with PCI 301,
Maintain concrete above 50 degrees Fahrenheit and in a moist condition
for a minimum of days otter plocement anless otherwise accepted by
Architect (Structural Engineer)
Pit topping dabs to receive 0 6.W2,9 0 W2,g welded wirefabric
unless noted otherwise. Place fabric is center of dab or o mauinmum 01
2" dear from the top of Concrete, Whichever is less.
Slab an grade is net designed a structural diaphragm.
The dodge at the tormwork shores and re.shores shot be the
responsibility of the contractor. Construction load allowance is trot
indudedin Ore dab deslgn. Timing for the removal at the fomvtWsrtttor
the slab shot be the resporsiblity of the corttmoctor. However, in no case
shall the lomntwork be stripped before the concrete reaches 75%oiits
specified 294ay compressive strength and 75% 01 its corceeperrding
28-day modulus 01 elastiotty (0) or the concrete at that dab (where E=
570 square root of the specified Vcfor normal weight Concrete).
Re.ahores cannot be completely removed before concrete reaches its
specified Strength at 28 days.
GENERAL
I, Perform construction and workmanship is compliance with contrast
documents and 2016 California Building Code (CBC(. Ouildrtg Risk
Category PER Table 1604.5 OI CSC is IL
Governing Code Authority: City 01 Carlsbad Deportment 01 Building and
Safety.
Design Criteria:
Floor Live Leads:
Typical Residential = 40 psi (Reducible)
Typical Public Space =100 psi (Non reducible)
Root Live Loads = 20 par )Redadble)
Wad Design Data:
Basic Wind Speed 110mph
Risk Category: II
Wad Eapesure "0
Design Velocity Pressure qh27.3 pot
per ASCE 7.10 Eq 30.3.1 assuming mean root height It =335
Earthquake Design Oats Risk Category: II
Seismic Importance Factor =1.0
Mopped Spectral Acceleration
Sn" IA fig
SI 0.428g
Site Class NO
Spectral Response Coefficients
S_DS 0.782g
5_Ol 0.448g
Seismic Design Category =0
Superstructure
Not Applicable for Scope ctbmrh
Structural drawings, as part of contract documents, indicate information
sufficient to=may design intent. If errors. Inconsistendes or amissiors
are discovered, promptly notify Architect (Structural Emryirvem) before
proceeding with womb.
Existing structural drawings for the "Pueblo Dc Ord' project prepared by
Dennis Bands. AlA. dated 9.6.83, including all addenda and revisions.
are apart of these contract documents.
S. Vdteu performing work, including shop dray.rleg donoleprnent, consider
requirements ci contract documents in their entirety, (e.g.. sine and
location of openings. penetrations and embedment for ducts, opwg,
vents, conduits, etc.).
7. Details and schedules indicated as "typlcar may not be specifically
referenced on drawings. Determine where each typical detail or
schedule applies before proceeding with work. If conettions are found
Which are not spodtcally detailed, and no typical detail Or schedule
applies, promptly notify Architect (Structural Engineer)
B. Conditions shown as existing are based on information provided to
Structural Engineer when drawings were prepared. No warranty is
implied as to accuracy 01 than eniskngcondtiors.
Verify field measurement and conditions with contract documents. It
errors, Inconsistencies or omissions are discovered, prompdy notify
Architect (Structural Engineer) before proceeding with nmnrb.
Covtrast documents represevl the finished structure. Unless otherwise
shown, they do not indicate method UI construction. Provide comrshuctiov
means, methods, techniques, sequences and procedures as required
Provide adequate encavation procedures, shoring, tearing and erection
procedures complying with national, state and local oalety ordnances.
II. Observation visits to site by field representatives olArdnitect (Structural
Engineer) do net include review, of construction means and methods or
special and continuous inspections. Observation are solely for the
purpose 01 determining if Contractor understands design intent conveyed
in contract documents. Observations do not gaarenteeContmactcm'o
performance and are not lobe construed on supervision Or inspection of
construction.
12. Modifications or substitutions may be considered provided awniSen
request, subject to review, is submitted to Architect (Structural Engineer(
prior to its use, installation in the field, or inclusion on any shop drawing.
Casts associated with review, approval and installation shag he borne by
Contractor.
13. Shop drawing nshmittalo:
& Contractor shell review for completeness and cempliance with
contract documents and stamp shop drawings documenting this
review prior to submission.
Submit shop drawings to Architect (Structand Engineer) for review.
Do not commence fabrication until review procossiscompleted
Menan engineer is required to Sign and stomp shop drsvdngs and
calculations, the Oeot shot indicate that the engineer is registered
where project occuw.
0. Shop drawings are net apart of contract documents, and review is
for general conformance with design intent only. Arcytiteets
(Structural Engineers) review does not constitute an authorization to
deviate from the contractor the building code.
8, Shop drawings will be rejected for incompleteness. look of
coordreotion with other portions of contract documents, lack of
calculations (it required), or where modifications or substitutions are
indicated without prior review,
F. Submit shop drawings and calculations to Governing Code Authority
when specifically indicated or requested. C, Maintain a copy 01 all shop drawings accepted by Architect
(Structural Engineer) at site during cerstrochon period.
H. Structural Engineer requires lgwsrldng days after receipt of shop
drawings and calculations for processing.
1. Only three copes of each structural shop drawing submitted we be
accepted for review, and merited with comments, it any. Additional
copes submitted wit not be returned.
14. Irutall and anchor mechanical and electrical and plumbing equipment to
structure complying with ASCEISEI 1-15. Chapter 13, an modified by
CBC 1610.1.17 through 1616. 1.28. Isdataw, fasteners and any other
element providing stability for equipment shall be approved by [CC-ES
or equivalent testing procedure and be capable at transmitting code
required lateral loads. Provide suspended equipment with approved
lateral or sway bradng.
15. Brace plying and ducts complying with latest editon of truidmines for
Seismic Restraints 01 Mechanical Systeme by the Sheet Metal and Air
Conditioning Contractors National Association. The lateral braoing of the
system shall not cause tainting or warping to the structural member.
Any member to be added in order to eliminate twisting or warping to the
structural member shot be the responsibility of the dodorr.buid
contractor.
Il, The CAD drawing tIes are the property of the Structural Engineer and
naIl not be released to the Contractor or subcontractor for their use,
18. Submit deferred submitted items to the Architect (Structural Engineer) for
review. 'After review, submit deterred subnriSal items to the Governing
Code Authority for approval prior to installation. The following is tint 01
deferred approval items:
tg, pit abbreviations of referenced standards are per CEC Chapter 35.
FEnglekirk
ftlltclllltfil IlIGINEElS
3621 Holt Boulevard
Suite 125
Sects Age, CA
92704
714.557.8551 1'
714.557.8551 F
www.englekirk.com
CONSULTANT
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PROJECT TITLE
The
Reserve at Carlsbad
Stair and Bridge Repair
Building #14
81EE? TITLE
General Notes
SHEET SUIBER
s0001
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GENERAL NOTES
QUALITY ASSURANCE
Tasting laboratory shall aabrrril reports indicating results and
observations at tests and inspections and stating compliance or noncon,ianco seth connect documents to Architect (Structural Engineer) and to Ooserrdng Code Authority. Contracts, shall reimburse
Owen, for casts rotated to tests and inspections at rrnrdentrtablo materials or materials furnished without certified laboratory test reports, materials found deficient after initial tests and inspections, or matenats replacing dotitierri material.. Sao Eponilications tar adaltionel test and inspection requirements.
Peanide cement, aggregates, reinforcing steel, etc., from identifiable tested stock. Submit certtiled laboratory test reports loArultitoct (Structural Engineer) and to Gsvernieg Code Authority. If materials
cannot be identified at it certified laboratory test reports cannot be made available, testing laboratory vet perform tests tsdetenednecorrformance
seth contract documents as directed by Architect (Structural Engineer).
I Testing laboratory shall provide special inspection, corrrplyingvath CBC Section 1701 (unless othetndse oste, for the bdlsndng
A. Concede and reinforcing steel where 5pn400d concrete compressive
strength is greater than 2500 pei. B. gaits installed in concrete. C. Masonry inducting testing required to verity specified compressive
strength (I'm) as stiptoted inCBC Section 2105. 0. Field weliteg inducing shear stads.
4. Testing laboratory shall resiew concrete retir design data and shall perform the latlarairrg concrete tests at frequency indicated in as
indicated in Required Inspections at R&rrtercod Concrete in Ouallty
Asastanco Secton,
FEnglekirk
Sil0(l015( ENGINEERS
3621 Hotbat Boulovotd
Suite 125
Santa Ago, CA
92704
714.557.8551 T
714.557.8551 F
www.englekirk.com
COISULIAIT
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Reserve at Carlsbad
Stair and Bridge Repair
Building #14
81EET TITLE
General Notes
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5888(TURAL 086IlIIERS
3621 Harbor Boulevard
Suite 125
Santo Any, CA
92704
714.557.8551 1
714.557.8551 F
www.englekirk.com
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INJECTION EPDXY -.
REINFORCING
NOTES: U•N•O•
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EMBEDMENT SCHEDULE
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PROJECT TITLE
The
Reserve at Carlsbad
Stair and Bridge Repair
Building #14
Typical Concrete Details
MANUFACTURERS
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S,SEE
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- VERTICAL SLOT 'P—STRUT SPLICE JOIST ORBEAM
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PLAN EACH SIDE STEEL STRAP SCOU
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,
PER PLAN -\ -fi ,
GLUA.AII BEAM
PER PLAN —
PER PLAN
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BEAINNGPL
CONNECTION SCHEDULE
DETAIL I BEARING PLATE
P.
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A
B TYPICAL GLU-LAM BEAM
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ALLOWABLE1. HOLE AND NOTCH ZORESARE FOR UNDDRWAFMLOAIDNGOSLY.
LARGER HOLES OR HOLESOUTSDE THE PERMITTED REGRINS MUST BE REVIEWED AND
APPROVED BY THE STRUCTURAL ERIDNEER. POST PER PLAN II42 hr
NO HOLES OR NOTCHES ARE PERMITTED IN CANTILEVERa t(?)U140 MACHINE
4. HATCHED AREAINSICATESNOHCLESORNOTCHESALI.OTAEDIN THISAREAL BOLTS £DONOTNOTCHOR BORE IMIOb4JOIST. ELEVATION SECTION A-A
TYPICAL TYPICAL
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FEnglekirk
STISCEBBAL EUSIIIEESS
3621 IloibS) BSEIEASId
Suite 125
Santa Ana, CA
92704
714.557.8551 1
714.557.8551 F
www.englekirk.com
CGISULTANT
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Reserve at Carlsbad
Stair and Bridge Repair
Building #14
Typical Wood Details
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TYPICAL NOTCH
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www.englekirk.com
CONSULTANT
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PROJECT TITLE
The
Reserve at Carlsbad
Stair and Bridge Repair
Building #14
81EEI TITLE
Typical Wood Details
r Englekirk
STRUCTURAL IIl6IIJEBBS
3621 Horboi BoAIevord
Suite 125
Santa Aria, CA
92704
714.557.8551 T
714.557.8551 F
BOUNDARY NAILING EDGE NAIUNG F.N.) ..jPLYINODD JOINT
204 FIAT BLOEREIG
04(2)tod TOENAILS
EACH END
DETAIL®
NOTE:
I. RUN LONG GUENSON OF PLYWOOD PERPENDICULAR TO JOIST.
L NAILING SIZE AND SPACING ASNOTBOONPLAN.
1 NAILS SHALL HAVE U EON. WEDGE GSTANGE 4. ALL PURIJNSOIAAI.L BE MDOIITIIIA4OMGDULE
TO COINCIDE IUIIHPLYW000PATIERN.
S USE TONGUE GROOVE PLYOOAIDATUNBLOOVEDFWORS
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7. USE BOUNDARY NAILING CON11NUOUSALL NAILING
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KEY NOTES:
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ON PLANS ALL HAXEIJEAGE EElS). RE HOTS OCYLVAE]ZES.
5 WATERPROOF ALL EEWNEUEERSACCORWTGTOCECS)IRREDRA1EAYR100TPROFESSIONAL
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NOTES OF HIEDEESRE.
FEnglekirk
STRUCTURAL ENGINEERS
3621 Holbot BESIETEId
Ssle 125
Santa Ann, CA
92704
714.557.0551 i
714.557.8551 F
www.englekirk.com
DECRON
PROPERTIES
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The
Reserve at Carlsbad
Stair and Bridge Repair
Building #14
Building #14
Foundation and
Second Floor Framing
Plans
S2.O1 4- FIRST FLOOR AND FOUNDATION PLAN
I6RIERRS8TMAX
FIELD VERIFY DIMENSIONS
WATERPROOF AND
FLASHING
BY OThERS
hOCR SHEATHING EDGE TRIM X-r
PER PLAN IYOTHERS
PER PLAN
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PER PLAN
STEEL STRINGER
PER PLAN
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FEnglekirk
STRUCTURAL ENGINEERS
3621 HOIbSI BouleTurd
Suite 125
Souls Ana, CA
92704
714.557.8551 i
714.557.8551 F
www.englekirk.com
DECRON
PROPERTIES
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S... •• .S • S..... .•s ......
010,88S • . . ,. •* S S •S
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BY OTHERS —
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PER PLAN —'
TYPICAL
MATCH ETRAIL
CONSTRUCTION
lIT SO. STEEL PICKETS
4- MAX
MATCH eTRAIL
CONSTRUCTION
4e44'.UA
MATCH (E)RAU.
CONSTRUCTION
INTOROOOOEAM
PL Y3 ' ONT. C.0
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PER ELEVATION
SECTION A-A ELEVATION
STAIR STRINGER TO FLOOR BEAM DETAIL,'Th
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TOMATCIlEtRAIL
CONSTRUCTION
lIS PEECASTTREAORISER
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— / OTHERS IIIToHMIDRAU.
—
I
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b CONSTRUCTION
— IFSQ.PICNETS4A
TO MATCH RAE.
CONSTRUCTION
STEEL STRINGER EMBED RATE ERMIDIE
PER PLAN MFASTEIIERSSVOTHERS PVECASTTREADIRIOER
BY OTHERS
STAIR STRINGER TO TREAD DETAIL HANDRAIL TO STAIR STRINGER DETAIL
TlO U tAr
CMI AANlHRIl
£00 802 I7iO
000 P0051 CO
COIW010 BY
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2. RAIL
MATCH (E) RAE.
cONSTRUCTION
oAR II4oS0S SCREWS
DTPENETRATION
FLOOR FRAMJNL/ (S)MI B .M
=R PE / BEAM
HANGERSCHEOULE -' PER PLAN
BRIDGE HANDRAIL DETAIL
I IIT'l
SWPSON GLOSEAM SEAT
11 GROUT
AOR BGLTS
eTCONCRETSRER . DRILL MIDNCH EPDXY
PER DETAIL TIELOI
GLU LAM BEAM CONNECTION TO EXISTING CONCRETE BRIDGE PIER DETAIL
NEWcONCRETEPEDESTAL -' QOREIPOST
PER PLAN
ROUGHEN SURFACE UIJPOSTBASE TO IWMJPUTUSS \ PER SCHEDULE
L FOOTING
r...-.
(4104 DOWELS
DPJLL AND EPDXY I
VIF.
V.I.F.
NOTES
I. REMOVE EXISTING CONCRETE BASE UNDERIVCDPOSTYMERE INDICATED 00
S SHORE POST AND FRAMING ABOVE ASREOIUREDUNI1LNEWFOOTINOISPOURED
AND CURED.
S RESTORE ORININAL SMENOONSOTCORCRETE PEDESTAL
NEW CONCRETE BASE AND POST PEDESTAL DETAIL
ve-"'-.003
The
Reserve at Carlsbad
Stair and Bridge Repair
Building #14
Sections and Details
S3.O1