HomeMy WebLinkAbout2820 ROOSEVELT ST; ; CB901975; Permit—
B U I L D I N.G P E R M I T Permit o:CB901975
02/28/91 12:15 - Project No: A9002286
Page .1 of V '.• - Development No:
Job Address: 2820 ROOSEVELT ST Str: ** F1 **** Ste: A
PermitType: COMMERCIAL TENANT IMPROVEMENT 1121 02/29/1 0001 01 0 2. Parcel No: -PR11T 224.00 Valuation: 4,300
Construction Type: VN .
Occupancy Group:. B2 Class Code: Status: ISSUED
Description: ADD 1 WINDOW NO ELEVATION Applied: 12/28/90
FOR PIZZA RESTAURANT . Apr/Issue-.. 02/28/91
Validated By:'CD
Appl/Ownr : BKM TOTAL OFFICE OF CA 619-438-0203 -
5152 AVENIDAENCINAS
CARLSBAD, CA 92008
OWNER : BKMTOTAL OFFICE OF. CALIFORNIA ..Lic'N OWNER
CONTRACTOR : WALLTECH INTEIOR\SYSTEMS/ñ\ /iic. C\569887 '619-434-9486
3969 PARK DR (C;'
CARLSBAD,,'CA 92008' *** Fees Required /*** **.c Féès COilec.ted & Credits / \\ /
Fees: "I Z 1.80/ Yt \ \,_ \ -
Adjustment: f ':0O Total?edits' .00
'-Total Fees: 271i.O0 \ .Tcti]2Paymedt: \ 47.00
f( •) Due': 1 224.00
Feedescription '\' Ext fee Data
Building Permit 72.00
Plan Check .. \ h / / 47.00
Strong Motion Fee \ ?/\i-- / / 1.00
Enter 'Y' to Autocaic License TaxJ00t00 / .. I ' 151.00 Y
*.BUILDING TOTAL \ N t, / 271.00
Enter "Y" for Plumbing \I'sueJ1Fee>_S1 / : • N
Enter "Y" for Electric Issue,Fe'ef) .> .. - / . N - '1 • "'O) / - Enter 'Y' for MecanicalNIssue,F
' •/ee>.. (CY\S •/ . - N
' .
\ J)1J
---•
F!161? APPROVAL
INSP. /'—_ DATE
CLEARANCE
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161
PERMIT APPLICATION
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
1. PERMIT TYPE I
A - COMMERCIAL FEW gTENANT IMPROVEMENT
B - 0 INDUSTRIAL 0MEV DTENANT IMPROVEMENT
C - DRESIDENTIAL []APARTMENT DCONDO []SINGLE FAMILY DWELLING DADDITION/ALTERATION
[]DUPLEX DDEMOLITION DRELOCATION []MOBILE HOME []ELECTRICAL D PLUMB ING
DMECHANICAL DPOOL DsPA DRETAINING WALL []SOLAR DOTHER_______________
EST. VAL 4 41 tx) , 00
PLAN CE DEPOSIT 9)
VALID. BY
DATE
mooress 2' (Ci No.
Nearest Cross Streets 451, P-7,,44,:7
Energy Calcs 02 Structural Calcs i 02 Soils Report Di Addressed Envelope
ASSESSOR'S PARCEL EXISTING USE PROPOSED USE
BLDG. SQ. FTC. # OF STORIES
CONTACT PERSON
NAME V.ôfl'ft4..J 2jJ ADDRESS
CITY STATE4C ZIP CODE DAY TELEPHONE . z27 2
SIGNATURE fId
APPLICANT
NAME I2)iJi I
CITY
OCONTRACTOR 'D AGENT FOR CONTRACTOR DOWNER
ADDRESS
STATE & ZIP CODE'
GENT FOR OWNER
7A— 4-L
DAY TELEPHONE
PROPERTY OWNER []LESSEE []TENANT
NAME
CITY Lb 4L_.1t..L' 4fl(,j/7 STATE' ZIP CODE DAY TELEPHONE
CONTRACTOR
NAME ?ADDRESS 49 7'P
CITY STATE ZIP CODE '°7e7 DAY TELEPHONE d'(
STATE LIC. LIC. N LICENSE CLASS CITY BUSINESS LIC. #
SIGNATURE TITLE DATE
CCC ICNCX AUUKCCC I4 '/ILAI-. wo.y p4'.
CITY '4T"- ,c 4.4.. STATE A..ZIP CODE DAY TELEPHONE STATE LIC. N
WORKERS' COMPENSATION
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations,
or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the
insurer thereof filed with the Building Inspection Department (Section 3800, Lab. Q.
INSURANCE COMPANY POLICY NO. EXPIRATION DATE
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.
SIGNATURE DATE
OWNER-BUILDER DECLARATION
Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
0 I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 7044, Business and Professions Code: The Contractors 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.).
0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Cede:
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 Contractors License Law).
0 I am exempt under Section Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure,
prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the
Contractor's License Law (Chapter 9, commencing 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 (55001).
SIGNATURE DATE
COMPLETE THIS 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?
DYES C] NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES DNo
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES DNO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS
OF THE OFFICE OF ENERORNCT SERVICES AND THE AIR POLLUTION CONTROl. DISTRICT.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
APPLICANT'S SIGNATURE
I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating
to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO
AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH NAY IN ANY WAY ACCRUE AGAINST SAID
CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
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 comnenced for a period of 180 days (Section 303(d) Uniform Building Code).
PPLICANT'S SIGNATURE 'OWNER OCoNTRACToR []BY PHONE APPROVED BY:
I) - _,/ . -" - - DATE:
WHITE: File YELLOW: Applicant PINK: Finance
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB901975 FOR 03/15/91
DESCRIPTION: ADD 1 WINDOW NO ELEVATION
FOR PIZZA RESTAURANT
TYPE: CTI
JOB ADDRESS: 2820 ROOSEVELT ST
APPLICANT: BKM TOTAL OFFICE OF CA PHONE:
CONTRACTOR: WALLTECH INTERIOR SYSTEMS PHONE:
OWNER: BKM TOTAL OFFICE OF CALIFORNIA PHONE:
INSPECTOR AREA PD
PLANCK# CB901975
0CC GRP
CONSTR. TYPE VN
STR:** **** STE: A
619-438-0 03
619-434-9 86
INSPECTOR / Vr
ACT COMMENTS
thgehsAe
REMARKS: NH/434-9486
SPECIAL INSTRUCT:
CD LVL DESCRIPTION
14 ST Frame/Steel/Bolting/Welding
24 PL Rough/Topout
34 EL Rough Electric
44 ME Rough/Ducts/Dampers
***** INSPECTION HISTORY *****
DATE DESCRIPTION ACT INSP COMMENTS
030791 Frame/Steel/Bolting/Welding AP PK
030791 Exterior Lath/Drywall AP PK
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208-
SAN DIEGO, CA 92123
(619) 560-1468
DATE: 2/1/Ti
JURISDICTION: C/1RS54p
PLAN CHECK NO: SET: JL
PROJECT ADDRESS: /O~EVELy Cc -tJT
PROJECT NAME: /.' (•'1-' 1/ '-. 17.
JURI S DIIO
ER
FILE COPY
UPS
DESIGNER
The plans transmitted herewith have been corrected where
necessary and substantially comply. with the jurisdiction's
building codes.
n The plans transmitted herewith will substantially comply
with the jurisdiction's.building codes when minor deficien-
cies identified 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.
U The check list transmitted herewith is for your information.
The plans are being held at Esgi.l Corp. until corrected
plans are submitted .f or recheck.
F1 The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
0 The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that
plan check has been completed. -
ID Esgil staff did advise applicant that the plan check has
been completed. Person contacted:________________________
Date contacted: Telephone #_______________ F1 REMARKS:
By:'SYEP /Lt.i"1 Enclosures:__________________
ESGIL CORPORATION /
1$ 1A EI4 Di
—ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619)5601468
/
DATE:
JURISDICTION: CARLSBAD
PLAN CHECK NO: 7 SET: J,
PROJECT ADDRESS:
PROJECT NAME: 1CT 1Jfli2
PLAN CHECKER
FILE COPY
UPS
DESIGNER
n 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 deficien-
cies identified are resolved and
checked by building department staff.
fl The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
FM The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
• K—m -eJ 671 52_ AvE?IJIDA &UOAJ fr
• •
•• c n1/ C
- Esgil staff did' not advise the applicant contact person that to-plan check has been completed.
D Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone #________________ 0 REMARKS:
By:5(L Pc1A7V\ Enclosures:
ESGIL CORPORATION lq!31
LJGA LJAA Li L.JDM
PLAN (X)RRION SEMT
TEXANr IMPROVEMENT
PLAN CB= NO.: - 7 ' Date plans received by jurisdiction:
JURISDICTION:CARLSBAD
TO:-MH-1eE -'J Oi&i3
PROJECT DATA
OCCUPANCY: IS -
BUILDING USE:F2A f/?2,&
TYPE OF CONSTRUCTIoN: "I 11J
ACTUAL. AREA:
ALIDMELK AM:
OCCUPANT LOAD:___________
Date plans received by Esgil Corporation:
iLj') )
Date initial plan check completed:
By:___________
Applicant contact person:
111tEJ.$I O/E4e1
FORESRD:PLEASE READ
Plan check is united to technical requirements
contained-in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy .
conservation, noise attenuation and access for the
handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections based
on laws and. ordinances enforced by the Planning
Department, Engineering Department, Fire Department
or other departments. Code sections cited are
based on the 1988 UBC.
The circled 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.;
303(c),.1988 Uniform Building code, the approval of
the plans does not permit the violation of any
state, county or city law.
To soeed un the recheck process, note on this list
(or a copy) _where each correction item has been
addressed, i.e.. plan sheet, specification, etc.
Be sure- to enclose the marked un list when you
submit the revised plans .
NOTE: PAGE NUMBERS ARE Na IN SENCE AS PAUSE HAVING NO IT4S N=xNG commons WERE
LIST NO. 56 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1988 UBC
I'l. On the first sheet of the plans indicate:
Type of construction of the existing building, present and proposed occupancy classifications
of the remodel area and the occupant load of
the remodel areas and the floor where the
tenant improvement is located.
112. Provide a note on the plans indicating if any
hazardous materials will be stored and/or used
within the building which exceed the
quantities listed in UBC Tables 9-A and 9-B.
A complete description of the activities and
processes that will occur in this tenant space
should be provided. A listing of all
hazardous materials should be included. The
materials listing should be stated in a form
that would make classification in Tables 9-A
and 9-B possible. The building official may
require a technical report to identify and
develop methods of protection from hazardous
materials. Section 901(f).
13.
16. The aggregate quantity of any hazardous
materials "in use" and "in storage" shall not
exceed the quantity listed in Tables 9-A and
9-B for "storage". Footnotes 2 and 3, Tables
9-A and 9-B.
Provide a statement on the Title Sheet of the
plans that this project shall comply with
Title 24 and 1988 UBC, UMC and UPC and 1987
NEC.
l. Provide a fully dimensioned floor plan showing
the size and use of all rooms or areas within
the space being improved or altered • Draw the
plans to scale and indicate the scale on the
plan. Section 302(d).
Indicate the use of all spaces adjacent to the
area being remodeled or improved.
Show any existing fire rated area separation
walls, occupancy separation walls, demising
walls, shafts or rated corridors. Identify
and provide construction details for proposed
new fire rated walls.
2/1. Specify on the plans the fire ratings of
assemblies to protect proposed openings in
existing or new fire walls.
(i)Please make all corrections on the original
tracings and submit two new sets of prints, and any original plan sets that may have been
returned to you by the jurisdiction, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite 0208, San Diego, CA 92123,
(619) 560-1468.
1. Please make all corrections on the original
tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
The jurisdiction's building department.
03- Indicate on the Title Sheet of the plans, the
name of the legal owner and name of person
responsible for the preparation of the plans.
Section 302(d).
4. Each sheet of the plans must be signed by the
person responsible for their preparation, even
though there are no structural changes.
Business and Professions Code.
Plans and calculations shall be signed by the
California state licensed engineer or architect
where there are structural changes to existing
buildings or structural additions. Please i5_
include the California license number, seal,
date of license expiration and date plans are
signed. Business and Professions Code.
I Provide the correct address and suite number of
/ tenant space on the plans. Section 302(d).
7'. Provide a note on the site plan indicating the
/ previous use of the tenant space or building
being remodeled. Section 302.
0. When the character of the occupancy or use
( changes within a building, the building must be
made to comply with current Building Code
requirements for the new occupancy. Please
provide complete details to show the building
with comply. Section 502.
J. UBC Section 304 requires the Building Official
( to determine the total value of all I construction work proposed, under this permit.
The value shall include all finish work,
painting, roofing, electrical, plumbing,
heating, air conditioning, elevator, fire
extinguishing systems and any other permanent.
equipment. Please provide a signed copy of the
designer's or contractor's construction cost
estimate of all work proposed.
4). Provide a plot plan showing the distance from
j the building to the property lines and the
location of tenant space (or remodel) within
the building.
14. If control areas are used for exceeding the
exempt amounts of hazardous materials from
Tables 9-A and 9-B, they shall be constructed
of not less that required for a one-hour
occupancy separation. Section 404.
The number of control areas within a building
used for retail/wholesale stores shall not
exceed two; the number of control areas in
buildings with other uses shall not exceed
four. Footnote 1, Tables 9-A and 9-B.
12/29/89 2
22. Identify existing walls to be removed, existing 27. In buildings having floors and roofs of wood
walls to remain and proposed new walls. I frame construction, other than dwelling or
Identify bearing walls, non-bearing walls, and hotel occupancies, draft stop the area between
shear walls, the ceiling and floor above so that no
4 concealed space exceeds 1,000 s.f. and no
23. Provide a section view of all new interior horizontal dimension exceeds 60 L.F. (if space
partitions. Show: has sprinklers, then 3,000 s.f. and 100 L.F.).
(a) Type, size and spacing of studs. Indicate
Section 2516(f).
gauge for metal studs. Specify In buildings having floors and roofs of wood
manufacturer and approval number or
-
frame construction, other than dwelling or indicate "to be ICB0 approved",
() Method of attaching top and bottom plates
hotel occupancies, draft stop the area between
the ceiling and roof above so that no
I to structure. (NOTE: Top of partition concealed space exceeds 3,000 s.f. and no must be secured to roof or floor framing, horizontal dimension exceeds 60 L.F. (if space unless suspended ceiling has been designed has sprinklers, then 9,000 s.f. and 100 L.F.). for partition lateral load). Section 2516(f). (ç) Wall sheathing material and details of I attachment (size and spacing of Storage areas exceeding 1000 sq. ft. in fasteners). j connection with wholesale or retail sales (4) Show height of partition and suspended I shall be separated from the public area by a
) ceiling, and height from floor to roof one-hour occupancy separation. If the entire framing or floor framing. building has an automatic sprinkler system,
then the occupancy separation need not be
24. Provide notes and/or details to show that the provided. floor and wall finish in toilet rooms are
surfaced with a smooth hard non-absorbent 3f). An automatic sprinkler system shall be material extending five inches up the wall. installed in rooms used by the occupants for
Similar surfacing shall be provided on the the consumption of alcohol and in accessory walls from the floor to a height of 4 feet uses where the total area of such unseparated around urinals and within water closet rooms and assembly uses exceeds 5000 square compartments. Section 510(b). feet. Section 3802(c).
2$. Note on the plans: "All interior finishes must j1. The tenant space and new and/or existing comply with Chapter 42 of the UBC". Specify I facilities serving the remodeled area must be "Class flame spread rating (minimum) accessible to and functional for the for •" physically disabled. See the attached
correction sheet. Title 24, Part 2. 2. Lateral bracing for suspended ceiling must be
provided. (UBC Table 23-P) Where ceiling is 3J. The width of the required level area on the not supporting interior partitions, ceiling I side into which doors swing shall extend 24
bracing shall be provided by four No. 12 gauge I inches past the strike edge for exterior doors wires secured to the main runner within 2 and 18 inches past the strike edge for inches of the cross runner intersection and interior doors. Section 2-3304, Title 24.
splayed 90 degrees from each other at an angle I not exceeding 45 degrees from the plane of the 3j3. Specify lever-type hardware for passage doors ceiling. A strut (adequate to resist the on floors accessible to the disabled. Section
vertical component from lateral loads) fastened 2-3304, Title 24. to the main runner shall be extended to and
-. - fastened to the structural members of the roof 31.. If both sexes will be employed and the number
or floor above. •These horizontal restraint / of employees exceeds four, provide separate
points shall be placed 12 feet o.c. in both toilet facilities for men and women. If "both directions with the first point within 6 feet sexes will be employed and the total number of
of each wall. Attachment of restraint wires to employees will not exceed four", and only one
the structure above shall be adequate for the., restroom is provided, note the words in
load imposed. UBC Standard 47-18. . quotation above on the floor plan. Section
705.
4. In areas where the occupant load exceeds -,
two exits are required. See_______________ Table 33-A.
2/15/90 3
3L Provide an exit analysis plan (may be 8 1/2." x
lift or any convenient size).
317• Exits should have a minimum separation of one-
half the maximum overall diagonal dimension of
the building or area served. Section 3303(c).
3. The maximum number of required exits and their I required separation must be maintained until
egress is provided from the structure. Section
3303(a).
39. Rooms with more than 10 occupants may have one
exit through one adjoining room. Revise exits
J to comply. Section 3303(e).
46. Exit signs are required for exits serving an
occupant. load exceeding 49. Show all required
exit sign locations. Section 3314(a).
4!I.. Show that exits are lighted with at least one
foot candle at floor level. Section 3313(a).
4. Show the locations of existing exits from the
building and show the path of travel from the
remodel area to the existing exits.
4$. Note on the plans: "All exits are to be I openable from inside without the use of a key
or special knowledge". In lieu of the above,
in a Group B occupancy, you may note "Provide a
sign on or near the exit doors reading ThIS
DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS".
This signage is only allowed at the main exit.
Section 3304(c).
4.. Exit doors should be a minimum size of 3 feet
by 6 feet 8 inches with a minimum door swing of
90 degrees. Maximum leaf width is 4 feet.
Section 3304(f).
Exit doors should swing in the direction of
egress when serving an occupant load of 50 or
more or when serving any hazardous area.
Section 3303(b). Applies to door(s)_________
Regardless of occupant load, a floor or landing I not more than 1/2 inch below the threshold is
required on each side of an exit door used for
disabled access (may be 1" maximum where not
used for disabled access). Section 3304(1).
4. Doors should not project more than 7 inches
I into the required corridor 'width when fully
opened, nor more than one-half of the required
corridor width when in any position. Section
3305(d).
4. Revolving, sliding and overhead doors are not
permitted as exit doors if the occupant load
exceeds 9 or the exit door serves a hazardous
area. Section 3304(h).
44. Exit doors from assembly rooms with 50 or more
occupants shall not be provided with a latch
or lock unless it is panic hardware. Section
3318.
5. Double acting doors are not allowed when
serving a tributary occupant load of more than
100, or when part of a fire assembly, or part
of smoke and draft control assemblies or when
equipped with panic hardware. Section
3304(b).
5k. Corridors must provide continuous protection
to the exterior of the building.
Interruptions by an intervening room is not
permitted; Foyers, lobbies or reception rooms
constructed as required for corridors are not
considered intervening rooms. Section 3305.
5. Corridors and exterior exit balconies serving
10 or more occupants must be a minimum 44
inches wide and 7 feet high to the lowest
projection. Corridors serving less than 10
occupants must be a minimum of 36 inches in
width. Section 3305(b).
43. When two exits are required, dead end
corridors and exit balconies are limited to 20
feet. Section 3305(e).
A. Corridors serving 30 or more occupants shall
have walls and ceilings of one-hour
construction except:
Corridors greater than 30 feet wide when
the occupants have an exit independent
from the corridor.
Exterior sides of exterior exit
balconies.
Corridor walls and ceilings need not be
of fire-resistive construction within
office spaces having an occupant load of
100 or less when the entire story in
which the space is located is equipped
with an automatic sprinkler system
throughout and smoke detectors are
installed within the . corridor in
accordance with their listing. Section
3305 (g).
Section 3305(g); Exception 5, cannot be used
for non-rated corridors in a fully sprinklered
office space if the occupant load in the space
exceeds 100.
Section 3305(g), Exception 5-does not apply to
common corridors where the corridor serves as
an exit for non-office areas (manufacturing,
warehouse, etc.).
2/14/90 . 4
siL Section 3305(g), Exception 5 is applicable only
I for corridors on one floor; the corridors on
the lower level(s) must be rated if these lower
corridors have openings into them from other
levels.
58. If non-rated corridors are used per Section
1 3305(g), Exc. 5, provide a reference to the
corridors on the floor plan, noting:
Corridors are non-rated per Section
3305(g), Exception 5.
Smoke detection system must be listed by
the State Fire Marshall and be a
supervised low voltage system.
Smoke detectors shall be maximum 30' on
center.
Power supply shall be dedicated branch
circuit. Circuit disconnecting means
shall be accessible only to authorized
personnel and shall be clearly marked FIRE
ALARM CIRCUIT CONTROL, with a lock-on
device.
9. If a tenant space utilizes Section 3305(g),
Exception 5, then that tenant space shall be
separated from adjacent spaces by a demising
wall constructed as for a one-hour corridor
wall.
60. Clearly show where the non-rated corridor I system terminates and a rated corridor system
commences.
4. One-hour fire-rated corridors shall have door
/ openings protected by tight-fitting smoke and
draft control assemblies rated 20 minutes,
except openings in interior walls of exterior
exit balconies. Doors shall be maintained
self-closing or be automatic-closing by action
of a smoke detector per Section 4306(b). Doors
shall be gasketed to provide a smoke and draft
seal where the door meets the stop on sides and top. Section 3305(h).
42. Show rated corridors, lobbies, reception or
I foyers cross-hatched on the floor plans.
6/3. Total area of all openings, except doors, in
any portion of an interior corridor, shall not
exceed 25 percent of the area of the corridor
wall of the room which it is separating from
the corridor. Such openings shall be protected
by fixed, approved 1/4 inch thick wired glass
installed in steel frames. Section 3305(h).
4. Provide a complete architectural section of
the corridor, or exterior exit balcony,
showing all fire-resistive materials and
details of construction for all floors, walls,
ceiling and all penetrations. Section
3305(g).
6. Show the location of fire dampers. Provide
fire dampers at duct penetrations of fire-
rated occupancy and area separations, shafts
and corridor walls and ceilings. Section
4306(j).
4. If a room with an exhaust fan has a door
opening into a rated corridor, show how make-
up air will be provided to the room. The door
cannot be undercut,, nor can a louver in the
door be provided. Section 3305(h)l.
¶7. If building exceeds two stories and has an
elevator opening into a rated corridor, show
how the smoke and draft control provision of
Section 3305(h) will be met. Either provide a
separated elevator lobby or a second door at
the elevator entry meeting the provision.
48. If a second door is provided at the elevator
I entry, note that it will be readily openable
from the car side without a key, tool or
special knowledge or effort. Section 5106.
EI. Provide evidence of Health Department approval
(for restaurants or for tenants using X-ray
equipment).
i. When nonflammable supply cylinders for medical
gas systems are located inside buildings, they
shall be in a separate room or enclosure
separated from the rest of the building by not
less than one-hour fire-resistive
construction. Doors to the room or enclosure
shall be self-closing smoke- and draft-control
assemblies having a fire-protection rating of
not less than one hour. Rooms shall have at
least one exterior wall in which there are not
less than two vents of not less than 36 square
inches in area. One vent shall be within 6
inches of the floor and one shall be within 6
inches of the ceiling. When an exterior wall
cannot be provided for the room, automatic
sprinklers shall be installed within the room
and the room shall be vented to the exterior
through ducting contained within a one-hour-
rated shaft enclosure. Approved mechanical
- ventilation shall provide six air chaiges per
hour for the room. Section 702(b)4.
6/13/90 5
ELECMICAL
71. Submit plan showing location of all panels.
Z. Submit panels schedules.
7. Submit electrical load calculations
7(1. Indicate existing main service size.
ip. Indicate existing total main service load.
7. Indicate new additional loads.
7f7. Indicate wiring method, i.e. EMT, metal flex.
78. Show exit signs on the electrical lighting I plan(s). As per Section 3313 and 3314 of the
1988 UBC, provide two sources of power to exit
signs and exit illumination.
Provide receptacle(s) within 25' of -the roof
mounted A/C units. UMC Section 509.
86. Provide multiple switch lighting controls per
Title 24, 2-5319.
aft.. Provide an electrical plan for the alarm system
showing compliance with criteria described
under earlier correction number 54.
;i:.: c (Sc'
Provide mechanical ventilation in all rooms
capable of supplying a minimum of 5 cubic feet
per minute of outside air with a total
circulation of not less than 15 cubic feet per
minute per occupant. Section 605 and 705, UBC.
8. Provide mechanical plans showing existing and
proposed HVAC equipment, ducts and access to
equipment.
A. Detail access and working clearances to HVAC
equipment.
8. Cooling coils or cooling units located in attic
or furred space, where damage may result from
condensate overflow, shall be provided with an
additional water tight pan of corrosion
resistant material to catch overflow if primary
condensate drain becomes clogged. Section
1205, UMC.
6. One-hour corridors shall not be used as an
integral part of a duct system. This includes
the space above a dropped ceiling within the
one-hour corridor. UMC Section 706(b).
PLUNBThG
8. Provide gas line plans and calculations, I showing pipe lengths and gas demands. UPC
Section 1219.
Provide drain, waste and vent plans.
Provide water line sizing calculations. UPC
Section 1009.
9b. Detail how floor drain trap seal is to be I maintained. UPC Section 707 (floor drain trap
priming).
9\I. Show P & T valve on water heater and detail
drain line route from P & T valve to the
exterior. UPC Section 1007(e).
2. Show 1/4" per 12" slope on drain and waste I lines. UPC Section 407.
Provide a drinking fountain at each floor
I level in assembly occupancies (except drinking
and dining establishments). UBC Section 605.
ENERGY
Provide complete energy design calculations,
including all existing design and new energy
design for this building. See attached non-
residential energy design checklist.
For remodels in an existing conditioned space,
show that the remodeled space will not use
more energy than the existing space or show
the remodeled space will conform to latest
energy design standards.
CII! OF CARLSBAD SUPPLT
'6. Floor drains must have auto-prime (City I Policy).
A grease interceptor is required. Show
details complying with City Policy 83-34.
8. Roof mounted equipment must be screened and
roof penetrations should be minimized (City
Policy 80-6),
99. Condensate drains must connect to a vet trap I (dry traps are not permitted). (Memo
1/14/83).
1 0. Show fans are duct type; City Policy does not
permit ductless fans.
i4. Romex is not permitted in industrial or
commercial buildings. (City Policy)
2. No wiring is permitted on the roof of a
building and wiring on the exterior of a
building requires approval by the Building
Official. (City Policy)
13. All panel boards shall have a minimum 100 amp
[ rating or approved by the Building Official.
Cfr(-C 177J? Ae- /Jar CM)S/crE-,J r IX17 m
No C7 CA 7 AJA /11k- ' 1E&;JIJ 1P1OVJ.) '1 &4144 ,
4/6/90 6
The minimum rating of a service disconnect is I 100 amperes.
l'5. The minimum size conductor to receptacles and I lighting fixtures in commercial and industrial
buildings shall be #12 Cu.
10L AC(BX) cable is not allowed in group A, B, E, H I and I occupancies. (see Ord. for exception)
MISCELLANEM
6 ) Please see additional corrections or remarks
th . )
To speed up the recheck process, note on this
list (or a copy) where each correction item has
been addressed, i.e., plan sheet, note or
detail number, calculation page, etc.
109 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
check.
Yes No
The following provisions are contained in Title 21e,
Part 2, California Building Code, as adopted and
enforced by the State Fire Marshall. They are
provided here as a courtesy to assist designers in
developing the project documents. All applicable
provisions may not necessarily be included. Please
direct any questions regarding interpretations of
these provisions to the local Fire Department.
S/l. Walls of corridors and exterior exit balconies
in Groups A,E,I,R-1 and C Occupancies having an
occupant load of more than six persons and in
all other occupancies having an occupant load
of 30 or more shall be not less than one-hour
fire-resistive construction. Section 3305(g)l.
T. Where exit signs are required by Section
3314(a), approved and listed internally,
externally or self-illuminated low-level exit
signs complying with Section 3314 shall be
required. The bottom of the sign shall be not
less than 6 inches nor more than 8 inches above-
the floor level. For exit way doors, the sign
shall be on the door with the closest edge of
the sign with 4 inches of the door frame or
adjacent to the door. Such signs shall be of a
type which is perceptible to the sense of
touch. Section 3314(e).
S4. Where exit signs are required by Section
3314(a), all exit corridors shall be provided
with continuous low-level exit path marking.
Approved and listed internally or self-
illuminated marking shall be installed at
floor level or no higher than 8 inches above
the floor level. Such marking shall be of a
type which is perceptible to the sense of
touch. Section 3314(f).
SJ4. Area separation walls shall not be considered
to create separate buildings for the purpose
of automatic fire-sprinkler system
requirements as set forth in Chapter 38.
Section 505(e)6.
EXCEPTION: Buildings separated by continuous
area separation walls of four-hour fire-
resistive construction without openings.
Buildings required to have automatic fire-
sprinkler protection as set forth in Section
13113 of the Health and Safety Code (homes for
children or the aged) are prohibited from
using area separation walls in lieu of
automatic fire-sprinkler protection.
Sf5. In educational occupancies, storage and
I janitor closets shall be of one-hour fire- I resistive construction with openings protected
by assemblies having at least a three-fourths-
hour fire-resistive rating. Section 802(c).
S6. Section 1807 should be reviewed for all high-
rise buildings.
sji. The exception in Section 3318 of the UBC. has
I been revised so as to allow the omission of
panic hardware at the main exit in churches
(by using signage), only when the occupant
load of the church is less than 300.
S-. If emergency warning systems are required,
they shall activate a means of warning the
hearing impaired. Flashing visual warnings
shall have a frequency of not more than 60
flashes per minute.
The jurisdiction has contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number
of 619/560-1468, to perform the plan check for your
project. If you have any questions regarding these
plan check items, please contact_________________
yep A
at Esgil Corporation
Thank you.
Enclosures:
III)) PPDiJ' '& 6A4/&J6—Mk p.J &c.AJ TSiJ t,.i c
Ifr.J 1(57-I6? 1'-'7c-(—. AtE m'Jy 1/T/Ai
t?tfri c rr/ ? sj j
I vPPP4EP Ar &O7?/ 1SV.
2/28/90 7
Datez______ Jurisdiction CARLSBAD
Prepared byi
5yet7 ihcat4 VALUATION AND PLAN CHECK FEE
Bldg. Dept.
Esgil
PLAN CHECK NO. '90— i7( -
BUILDING ADDRESS - O.SThjSL.T T—
APPLICANT/CONTACT -• eg-4€-$J PHONE NO.________________
BUILDING OCCUPANCY
- - , DESIGNER PHONE_____________
TYPE OF CONSTRUCTION - CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
Air. ConditioninE
Commercial
--
Residential
Res. or Comm.
- Fire Sprinklers
Total Value
Buildind Permit Fee $ $
Plan Check Fee
COMI1CNTS
SHEET OF_____ 12/87
BUILDING PLANCHECK
- ENGINEERING CHECKLIST
DATE: ZJ7NI 9 I ITEM COMPLETE
C' PLANCHECK NO. - IT) ITEM INCOMPLETE
NEEDS YOUR ACTION
1 2 3 2B20 1OSEVEL7 ST ITEM SELECTED
S NR
T D D
C C C
H H H
E E E
K1K K
F71 1:1 El
PROJECT ID:
LEGALREQUIREMENTS
SitePlan
Provide a fully dimensioned site plan drawn to scale.
Show: north arrow, property lines, easements, existing and
proposed structures, streets, existing street improvements,
right-of-way width and dimension setbacks.
1.
2. Show on site plan: Finish floor elevations, pad
elevations, elevations of finish grade adjacent to
building, existing topographical lines, existing and
proposed slopes, driveway with percent (%) grade and
drainage patterns.
Provide legal description and Assessors Parcel Number.
Discretionary _Approval Compliance
1~J E 0 4. No Discretionary approvals were required.
Project complies with all Engineering Conditions of
Approval for Project No._________________
Project does not comply with the following Engineering
Conditions of Approval for Project No.___________________
Conditions complied with by: _Date:________
FieldReview
Field review completed. No issues raised.
Field review completed. The following issues or
discrepancies with the site plan were found:
Site lacks. adequate public improvements
Existing drainage improvements not shown or in
conflict with site plan.
Site is served by overhead power lines.
FRN0010.DH REV. 11/27/90
4 D. Grading is required to access site, create pad or
provide for ultimate street improvement.
000 E. Site access visibility problems exist. Provide onsite
turnaround or engineered solution to problem.
F. Other:_____________________________________________
Dedication Reauirements
9. No dedication required.
E E E 10. Dedication required. Please have a registered Civil
Engineer or Land Surveyor prepare the appropriate legal
description together with an 8½" x 11" plat map and submit
with a title report and the required processing fee. All
easement documents must be approved and signed by owner(s)
prior to issuance of Building Permit. The description of
the dedication is as follows:___________________________
Dedication completed, Date I By:
Improvement Requirements
1 11. No public improvements required. SPECIAL NOTE: Damaged or
defective improvements found adjacent to building site must
be repaired to the satisfaction of the City inspector prior
to occupancy.
12. Public improvements required. This project requires
construction of public improvements pursuant to Section
18.40 of the City Code. Please have a registered Civil
Engineer prepare appropriate improvement plans and submit
for separate plancheck process through the Engineering
Department. Improvement plans must be approved,
appropriate securities posted and fees paid prior to
issuance of permit. The required improvements are:_______
Improvement plans signed, Date: by:
FRM001O.DH REV. 11/27/90
13. Improvements are required. Construction of the public
improvements may be deferred in accordance with Section
18.40 of the City Code. Please submit a letter requesting
deferral of the required improvements together with a
recent title report on the property and the appropriate
processing fee so we may prepare the necessary Future
Improvement Agreement. The Future Improvement Agreement
must be signed, notarized and approved by the City prior to
issuance of a Building Permit.
Future Improvement Agreement completed, Date:____________
By:
13a. Inadequate information available on site plan to make a
determination on grading requirements. Please provide more
detailed proposed and existing elevations and contours.
Include accurate estimates of the grading quantities (cut,
fill, import, export).
BdE~ El 14. No grading required as determined by the information
provided on the site plan.
U U U 15. Grading Permit required. A separate grading plan prepared
by a registered Civil Engineer must be submitted for
separate plan check and approval through the Engineering
Department. NOTE: The Grading Permit must be issued and
Grading Inspector sign off. Date: by:
Miscellaneous Permits
II'E U 16. Right-of-Way Permit not required.
U U U 17. Right-of-Way Permit required. A separate Right-of-Way
Permit issued by the Engineering Department is required for
the following:
E/11 F-1 18. Sewer Permit is not required.
U U19. Sewer Permit is required. A sewer Permit is required
concurrent with Building Permit issuance. The fee required
is noted below in the fees section.
L?J'E1 E 20. Industrial Waste Permit is not required.
FRN001O.DH REV. 11/27/90
21. Industrial Waste Permit is required. Applicant must
complete Industrial Waste Permit Application Form and
submit for City approval prior to issuance of a Building
Permits. Permits must be issued prior to occupancy.
Industrial Waster Permit accepted -
Date: By:
Fees Reauired
0 ri/A 27. Park-in-Lieu Fee
Quadrant: Fee per Unit:
Total Fees:-
Traffic Impact Fee
Fee Per Unit:_____ Total Fee:
Bridge and Thorough fare Fee
Fee Per Unit: Total Fee:
Public Facilities Fee required.
Facilities Management Fee Zone: Fee:
27. Sewer Fees Permit No. EDU's_______
Fee:________________
28. Sewer Lateral Required:
Fee:_______________
0 29. REMARKS:
ENGINEERING AUTHORIZATION TO ISSUE PERMIT
BY: S. SCkEDELLY DATE:
FRN0010.DH REV. 11/27/90
PLANNING CHECKLIST
Plan Check No. 9O/Address 0900 L$Zj
Planner (1is._ Phone 438-1161 ext.
(Name)
APN:
'Type of Project and Use 'ñb4S 7d ,j
Zone Facilities Management ZoVe ___________
Legend
121 Item Complete
Item Incomplete - .Needs your action
0.
1, 2, 3 Number in circle indicates plancheck number where deficiency was
identified
RID L] Environmental Review Required: YES - NO - TYPE:
DATE OF COMPLETION: v.
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
Discretionary Action Required: YES NO - TYPE
9e 6 ,2ei&
APPROVAL/RESO. NO. - DATE:
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
f52( 0 0 California Coastal Commission Permit Required: YES - NO
DATE OF APPROVAL:
San Diego Coast District, 1333 Camino Del Rio South, Suite 125, San Diego, CA. 92108-3520
(619) 297-9740
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
lull.
El Landscape Plan Required: YES ___ NO
See attached submittal requirements for landscape plans
Site Plan:
IZ('[J El Provide a fully dimensioned site plan drawn to scale. Show: North
arrow, property lines, easements, existing and proposed structures,
street existing stret improvements, right-of-way width and
dimensioned setbacks.
0 0 El Show on Site Plan: Finish floor elevations, elevations of finish grade
adjacent to building, existing topographical lines, existing and proposed
slopes and driveway.
El P P Provide legal description of property.
O 0 El Provide assessor's parcel number.
Zoning:
tZI 0 0 Setbacks:
Front: Required Shown
mt. ide: Required Shown
Street Side: Required Shown
Rear: Required Shown
El 0 0 Lot coverage: Required Shown
00 El Height: Required Shown
El P 0 Parking: Spaces Required Shown
Guest Spaces Required Shown
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE
PLNCK.FRM
2560.ORION WAY
CARLSBAD, CA 92008
TELEPHONE
(619) 931-2121
Citp of ECar1bab
FIRE DEPARTMENT
PLAN CHECK REPORT
PAGE 1 OF
APPROVED 7'
DISAPPROVED
PLAN CHECK# -
QO- 167-1115 -
,,PROJECT if()E VELT i'11 ADDRESS
ARCHITECT t// fLv,,?Ot 00 ADDRESS b(J?. PHONE
' OWNER T ('Ti £71) ADDRESS U(L(t1/rFI . 1L NE'1/L/ /1-?4-7
OCCUPANCY ____________ CONST. ___________ TOTAL SQ. FT.. STORIES /
0 SPRINKLERED 0 TENANT IMP
APPROVAL OF PLANS IS PREDICATED ON CONFORMING
TO THE FOLLOWING CONDITIONS AND/OR MAKING
THE FOLLOWING CORRECTIONS:
PLANS, SPECIFICATIONS, AND PERMITS
- 1. Provide one copy of: floor plan(s); site plan; sheets
2. Provide two. site plans showing the location of all existing fire hydrants within 200 feetof the project.
Provide specifications for the following:
Permits are req'4red for the installation of all fire protectiori systems (sprinklers, stand pipes, dry chemical, halon,
CO2, alarms, hydrants). Plan must be approvedby the fire department prior t9,ihstallation.
The business owner shall complete a building information letter and return It to the fire deparfment.
\ / FIRE PROTECTION SYSTEMS AND EQUIPMENT
The following fire protection systems are required:
Automatic fire sprinklers (Design Criteria:
Dry Chemical, Halon, C& (Location: /
Stand Pipes (Type: /
Fire Alarm (Type/Location: \ /
- 7. Fire Extinguisher Requirements\
. One 2A rated ABC extinguisher for each _,,s4 ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feMof travel. / An extinguisher with a minimum rating of // to be located:
DOther: \ /
Additional fire hydrant(s) shall be piovided'/
- - //\ExITS
Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.
_10. A sign stating, "This door to remain unlocked di ring business hours" shall be placed above the main exit and
doors / \
/ \ . ...__11. EXIT signs (6" x 3/4 " letters) shall be placed over all required ext•s and directional signs located as necessary to
clearly indicate the locatio'n of exit doors.
GENERAL
.._...........12. Storage, dispensing o,,use of any flammable or combustible liquids, flammable liquids, flammable gases and
hazardous chemic Is shall comply with Uniform Fire Code
Building(s) not apprved for high piled combustible stock. Storge in closely packed piles shall not exceed 15 feet
in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil-
ing is to be dane, comply with Uniform Fire Code, Article 81.
-14. Additional Reciuirernents.
15. Comply with regulations on attached sheet(s).
Plan Examiner., iii C Date— • c-)- 2 -V
Report mailed to architect ) Met with Attach to Plans
LI
250 Newport Center Drive job no. 90219
A RC Suite 200 date JAN 91
Newport Beach, Ca. 92660 design MD D PHONE (714) 720-3987 checked C
f
ASSOCIATES FAX. (714) 720-9825
R\RoQCQv °
STRUCTURAL CALCULATIONS
FOR
WINDOW ADDITION
PIZZA PARLOR
ROOSEVELT CENTER
CAR LSBAD, CA
MARC
DALE
ASSC I ATE
250 Newport Center Drive
Suite 200
Newport Beach, Ca. 926?9
(714) 720-3987
(714) 720-9825 FAX ,
job no.
date
design
checked
sheet
#As~-4 ell 469=1 (' /v kV /AI C
- /'2'
= o
cI4'f#! ,4LT
!
ic1t- /JffdQf V,4c ilH
I. / - I I
- 3' Zof --.-
.
I . i I •
ilII
. v !N
• -
•
m'42- (i7)Z/)/,57ç
-.
H
((ic)/,
"VI 7 Clel --5) 1,5719
I • I
• : .
MARC
DALE
ASSDC I ATE
250 Newport Center Drive
Suite 200
Newport Beach, Ca. 9266
(714) 720-3987
(714) 720-9825 FAX
job no.
date
design'
checked
sheet 2 of____
D /~L / •zz,
Z 2-a
-j,- 493fl97L)
7Vc aé— 4
CMEcA 7
L76 (/ 2) * c
MARC DALE ASSOCIATES
250 NEWPORT CENTER DRIVE #200
NEWPORT BEACH, CALIFORNIA 92660
PHONE (714) 720-3987
-------------------------------
ROOF FRAMING
LOADING
L.L. 20.00 PSF
D.L.
ROOFING = 3.00 PSF
PLYWD = 1.50 PSF • RAFT = 4.40 PSF
INSUL = 1.50 • PSF
MISC = 1.60 PSF
PURLIN = 0.00 PSF
SPRINK = 0.00 PSF
• CLG = 3.00 PSF
BEAMS = 0.00 PSF
TOTAL = 15.00
MEMBER LOADS LIVE DEAD TOTAL
RAFT @ 12" 20.00 15.00 35.00
RAFT @ 16" 26.60 19.95 46.55
RAFT@ 24" 40.00 30.00 70.00
PROJECT 90219
DATE JAN 91
BY M
PAGE R-1.
MARC DALE ASSOCIATES JOB NO. 90219
250 NEWPORT CENTER DR. #200 DATE 91
NEWPORT BEACH, CA 92660 DESIGN
PHONE (714) 720-3987 . CHECKE
FAX (714) 720-9825 .SHEET
TIMBER BEAM DESIGN.
Beam Mark >>> HDR
CENTER SPAN ft 12.00
W-DL #/ft 257
W-LL . #/ft 130
Wp-DL #/ft 0
Wp-LL #/ft 0
X-Left ft 0.00
X-Right ft 0.00
P-i DL lbs . 0
P-i LL lbs 0
X-1 ft 0.0
P-2 DL lbs 0
P-2 LL lbs 0
X-2 ft 0.0
P-3 DL lbs 0
P-3 LL lbs 0
X-3 ft 0.0
CANT. SPAN ft 0.00
Wp-DL #/ft 0
Wp-LL #/ft 0
X-Left ft 0.00
X-Right ft 0.00
P-i DL lbs 0
P-i LL lbs 0
X-1 ft 0.0
P-2 DL lbs 0
P-2 .LL lbs 0
X-2 ft 0.0.
> Fb psi 1,300
>Fv psi 85
> E psi 1.6E+06
> L.D.F. 1.25
> BEAN WIDTH in 5.5
> BEAN DEPTH in 9.25
POS. MOM. in-k 83.6
NEG. MOM. in-k 0.0
MARC DALE ASSOCIATES JOB NO. 90219
250 NEWPORT CENTER DR. #200 DATE JAN 91
NEWPORT BEACH, CA 92660 DESIGN M
PHONE (714) 720-3987 CHECKED
FAX (714) 720-9825 SHEET
REACTIONS
Left : DL
LL
Right : DL
LL
lbs
lbs
lbs
lbs
1,542
780
1,542
780
STRESSES :
Cf- Depth .1.000
Fb: Allow psi 1,625
Fb: Actual psi 1,066
Fv: Allow psi 106.3
Fv: Actual psi 59.67
DEFLECTIONS
CENTER SPAN :
> X-Dist. ft 6.0
DL Defl in 0.207
L / Defl. 697
LL Defl in 0.105
L / Defl. 1,378
L/Tot Defl. 463
CANT. SPAN :
> X-Dist. ft 0.00.
DL Defl. in . 0.000
LL Defl. in 0.000