HomeMy WebLinkAbout2747 LOKER AVE W; ; CB980948; Permit06/30/98 13: 58
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B U I L D I N G P E R M I T Permit No: CB9810948
Project No: A9704927
Development No:
,Job Address: 2747 LOKER AV WEST Suite:
Permit Type: INDUSTRIAL TENANT IMPROVEMENT
Parcel No: 209-081-19-00 Lot#: 19
Valuation: 3,224 Construction Type: VN
Occupancy Group: Reference#: CB973818 Status: ISSUED
Description: 124 SF COMPRESSOR SHED-ASYMTEK Applied: 04/02/98
Apr/Issue: 06/30/98
Entered By: RMA
61 9 4 4 0-'7 im~ 06/30/98 0001 01 02
C-PRMT
30N\fl:IV310
'-/ b6/fft7r 31vo ;;!ff_ I L 'dSNt ....----
--lVAO!J ddV _1VNl.=f ~-----=-----. .,/
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
62a00
/
PERMIT APPLICATION
FOR OFFICE USE ONLY _ q _
PLAN CHEG.ANO. q ro 4:p
EST. VAL. ,. ) ?-')_l-(
Plan Ck. Deposi CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad CA 92009
(760) 438-1161 Validated By--t--.---lip,G-'l:f------
Date ___ -+-f __ -+'_+r-______ _
, V /' -J, ', ''~<'',,/! ',:'','
4 ·, ? IC/~~ <"l\M
Business Name (at this address) C···PRMT
Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units
Assessor's Parcel# Existing Use Proposed Use
#of Stories # of Bedrooms # of Bathrooms
, ~:' ,,,, 1, ~ ..... ,,.,_,...,....,_, , -,
',';' .,,:, ':.,.,,, ,,, ,-,.., .,,,,,,,...,-...,, ......
Telephone# Fax#
_3.,
Name
-4:
Name
"v'
~--~~--4~.
Address
'$ ... ·99NTRAQTOR _..:--¢91viPANY f..(Ai\lf!:'
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law
[Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged
Any violation of Section 7031. by any a liqant for a permit subjects the plicant to civil pena~of n t more than five hundred dollars [$500]). "' 4-~ JAJ• ~l (p 1 ~-;u/.J
Name
State License # ----------
Designer Name Address City State/Zip Telephone
State License# _________ _
'.lC ·wotlK!E!fl:l'COMP.~N~A,TION .,.. , < :,·· ... -.,-.. :: .. _--;:-:,_':,:.:.::::_;·,:-··· ---· -
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
"h2l? I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
(s;ued. My worker's co~pensair ins~9lnce ca ier and p l'cy number are: /
Insurance Company Ur,uv· \iJ r J\A Policy No.we..:z ... -1~, -(19 (ltu2f-OJ7 Expiration Date {vi I L?i
(THIS SECTION NEED NOT BE CO PLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS)
"0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensation Laws of California.
WARNING: Failu to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
00, 00), in a dition to the cost of compensation, damages as provided for in Section 3706 of the L or code, interest and attorney's fees.
DATE 4/N SIGNATURl:\.,,~~~~:::3:::!!:i!~.:.__:_ _________________ _
7, owiq1;,1t-J{u_1tp1;.fl_ D1;¢J;ARATIQI\! _ _ ___ •. _ •-_ __ _ , • '' I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec, 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does
such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is
sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
0 I am exempt under Section ______ Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO
2. I (have / have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone
number/ contractors license number): _____________________________________________ _
5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address / phone number/ type
of work): c;.
PROPERTY OWNER SIGNATURE[_::_)f::~:::=~:'.'!3.2,,,,~&;,~~~~--------
;c9ivrp1.ETE_1'1:flS S!:CTIOI\I FOR.
, ,,_..,.,. __ /,, : '.-,, .... , ,,.,,_,·,
~t ,'
i~ .. ,1;; ', .~ ,
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? 0 YES O NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O 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.
:a·._·_ : ~-Q!IIST~~cti<;itii ~ENi:>!N<i M~~:Cv___ _ _ , . , . _ ... :. , ,,,, , , :: __ ·: __ , :· , ." ·_--:· ,_-;',, . _ "_' -" · "-· -· -· ---·"· >'. · · "' · · , · --" -:-, , : '" ,,, A,,.,, '"t'
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code).
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all
City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit,, of Carlsbad to enter upon the above mentioned
property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or
work authorized by such permit is n t ommenced within 365 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 r is com enced fa{ period of 180 days (Section 106.4.4 Uniform Building Code). ., /,. _J
4
(),
APPLICANT'S SIGNATURE \;,...Z::::../-=--_,;_-==::__->=::::.i<..=L:::---=--~-----------DATE __ 'LE_'-'-_,,,----"-l __ t_6 _____ _
WHITE: File YELLOW: Applicant PINK: Finance
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB980948 FOR 11/23/98
DESCRIPTION: 124 SF COMPRESSOR SHED-ASYMTEK
TYPE: ITI
STE:
INSPECTOR AREA
PLANCK# CB980948
OCC GRP
CONSTR. TYPE VN
LOT: 19 JOB ADDRESS: 2747 LOKER AV WEST
APPLICANT: HAMANN CONSTRUCTION
CONTRACTOR:
PHONE: 619 440-7424
PHONE:
OWNER: PHONE: /J
REMARKS: C/STEVE/993-3274 INSPECTOR µ --p.,,_,..__ _______ _
SPECIAL INSTRUCT: SWITCH GEAR INSPECTION
TOTAL TIME:
--RELATED PERMITS--
CD LVL DESCRIPTION
PERMIT#
CB973818
SE980002
FAD98011
FS980019
AS980066
CB981076
AS980141
SE980148
TYPE
ITI swow
FADD
FIXSYS
ASC
CTI
ASC swow
STATUS
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ACT COMMENTS
34 EL Rough Electric RJ_ .tntJtr-1; 71l,ot,/.( /p_p /l~V rt/f. /Jt~)
-------------------
-------------------------------------
***** INSPECTION HISTORY*****
DATE
091198
070198
070198
DESCRIPTION
Roof/Reroof
Steel/Bond Beam
Ftg/Foundation/Piers
ACT INSP
AP TP
AP TP
AP TP
COMMENTS
PNLS COMPRESSOR ENCL
CONT FTN@ COMPRESSOR ENCL
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING <FIRE· PLANNING CMWD ST LITE
PLAN CHECK#: CB980948
PERMIT#: CB980948
__ ,
PROJECT NAME: 124 SF COMPRESSOR SHED-ASYMTEK
ADDRESS: 2747 LOKER AV WEST
CONTACT PERSON/PHONE#: C/STEVE/619/993-3274
SEWER DIST: CA WATER DIST: CA
INSPECTED""
BY: ~
INSPECTED
BY:
INSPECTED
BY:
COMMENTS:
DATE I INSPECTED: L'v } t
DATE
INSPECTED:
DATE
INSPECTED:
Lot# 19
DATE: 12/16/98
PERMIT TYPE: ITI
:.:::c 2 :·~ 1998
APPROVED r,ISAPPROVED
APPROVED DISAPPROVED
APPROVED DISAPPROVED
·, ._, -------------------------------------
EsGil Corporation
'l.n Partnersliip witli (jovernment for '13uiUing Safetg
DATE: 6/26/98 ·
JURISDICTION: Carlsbad
PLAN CHECK NO.: 98-948
PROJECT ADDRESS: 2747 Locker Ave.
PROJECT NAME: Asymtek II Compressor Shed
SET: III
D The plans transmitted herewith have been corrected wh(;3re 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 in Remarks below are resolved and checked by building
department staff. ·
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person. .,--
0 The applicant's copy of the check list has been sent to:
D Esgil Corporation staff did not advise the applicant that the plan check has been completed.
• Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Linda Richardson
Date contacted: (by: )
Mail Telephone Fax In Person
Telephone plan review inquiry
Fax#:
• REMARKS: Please make the notes as circled in red on sheet A-9 of the Owner Set Ill to the
City Set II and change the plans to City Set Ill.
By: Mike Puckett
Esgil Corporation
D GA D CM D EJ D PC
Enclosures:
6/16/98 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576
EsGil Corporation
'l.n Partnersfiip Witfi (]overnment for 'Buifding Safetg
DATE: 5/ 19/98
JURISDICTION: Carlsbad
PLAN CHECK NO.: 98-948
PROJECT ADDRESS: 2747 Locker Ave.
PROJECT NAME: Asymtek II Compressor Shed
SET: II
D PLAN REVIEWER
D FILE
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department
staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
• The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person .
• The applicant's copy of the check list has been sent to:
Linda Richardson
475 W. Bradley Ave. El Cajon, Ca. 92020 Fax# 619-440-8914
• Esgil Corporation staff did not advise the applicant, except by mail and Fax, that the plan check
has been completed.
~ . D Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone#:
Date contacted: (by: ) Fax#:
Mail Telephone Fax In Person
D REMARKS:
By: Mike Puckett Enclosures:
Esgil Corporation
0 GA DCM D EJ D PC 5/8/98 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576
Carlsbad 98-948
5/19/98
GENERAL PLAN CORRECTION LIST
JURISDICTION: Carlsbad
PROJECT ADDRESS: 2747 Locker Ave.
DATE PLAN RECEIVED BY
ESGIL CORPORATION: 5/8/98
· REVIEWED BY: Mike Puckett
FOREWORD (PLEASE READ):
PLAN CHECK NO.: 98-948
DATE REVIEW COMPLETED:
5/19/98
This plan review is limited to the technical requirements contained in the Uniform Building
Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state
laws regulating energy conservation, noise attenuation and disabled access. This plan review
is based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinances enforced by the Planning Department, Engineering Department
or other departments.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1994 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
Please make all corrections on the original tracings and submit two new sets of prints to:
ESGIL CORPORATION.
To facilitate rechecking, please identify, next to each item, the sheet of the plans upon
which each correction on. this sheet has been made and return this sheet with the revised
plans.
Please indicate here if any changes have been made to the plans that are not a result of
corrections from this list. , If" there are other changes, please briefly describe them and
where they are. located on .the plans. Have changes been made not resulting from this
' list?
D Yes D No
The following items are corrections not completely addressed from the previous
plan review.
1. It was brought to the plan reviewers attention that a concurrent interior improvement plan
review is being done. Therefore, the disabled accessibility for the building will be
addressed under that plan review# CB98-1076.
Carlsbad 98-948
5/19/98
2. The elevator shown as a revision on this plan review submittal is a revision that must be
routed through the City of Carlsbad Building Department for a plan check revision
number and assigned the interior improvement plan review #CB98-1076. The only work
to be addressed under this plan review is the compressor shed.
3. The cross section 1/A-9 referenced on the returned correction list does not reference the
design from the Engineer's calculations. Please incorporate into the plan set all the
information for the structural design from the calculations. Please complete the, Special
Inspection Program document accompanying this transmittal.
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 review for your project. If you have any questions regarding these plan
review items, please contact Mike Puckett at Esgil Corporation. Thank you.
Carlsbad 98-948
5/19/98
SPECIAL INSPECTION PROGRAM
ADDRESS OR LEGAL DESCRIPTION: _______________ _
PLAN CHECK NUMBER: _____ OWNER'S NAME:
I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify
that I, or the architect/engineer of record, will be responsible for employing the special
inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction
project located at the site listed above. UBC Section 106.3.5.
Signed _________________ _
I, as the engineer/architect of record, certify that I have prepared the following special inspection
program as required by UBC Section 106.3.5 for the construction project located at the site listed
above.
Enginoar"s/Architect's Seal
& Slgnatura Hera
Signed _________________ _
1. List of work requiring special inspection:
D Soils Compliance Prior to Foundation Inspection D Structural Concrete Over 2500 PSI
D Prestressed Concrete
D Structural Masonry
D Designer Specified
D Field Welding ·
D High Strength Bolting
D Expansion/Epoxy Anchors
D Sprayed-On Fireproofing D Other _____ _
2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above:
A.
8.
C.
3. Duties of the speci~I i~spectors for the work listed above:
A.
8.
C.
Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site.
SIP4997
EsGil Corporation
'1.n Partnersfiip witli (jovemment for '13uili£ing Safetg
DATE: 4/ 15/98
JURISDICTION: Carlsbad
PLAN CHECK NO.: 98-948
PROJECT ADDRESS: 2747 Locker Ave.
PROJECT NAME: Asymtek II Compressor shed
SET:I
~NT
D PLAN REVIEWER
D FILE
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department
staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
• The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person .
• The applicant's copy of the check list has been sent to:
Linda Richardson
475 W. Bradley Ave. El Cajon, Ca.
• Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has
been completed.
D Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone#:
Date contacted: (by: ) Fax#:
Mail Telephone Fax In Person
D REMARKS:
By: Mike Puckett Enclosures:
Esgil Corporation
D GA 0 CM 0 EJ D PC 4/6/98 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576
Carlsbad 98-948
4/15/98
PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PLAN CHECK NO.: 98-948
OCCUPANCY: B/Fl
TYPE OF CONSTRUCTION: VN
ALLOWABLE FLOOR AREA:
SPRINKLERS?:
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 4/2/98
DATE INITIAL PLAN REVIEW
COMPLETED: 4/ 15/98
FOREWORD (PLEASE READ):
JURISDICTION: Carlsbad
USE: Office/Mfr.
ACTUAL AREA: 124sf Shed
STORIES: 2
HEIGHT:
OCCUPANT LOAD: No Change
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 4/6/98
PLAN REVIEWER: Mike Puckett
This plan review is limited to the technical requirements contained in the Uniform Building
Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state
laws regulating energy conservation, noise attenuation and access for the disabled. This plan
review is based on regulations enforced by the Building Department. You may have other
corrections based on laws and ordinances enforced by the Planning Department, Engineering
Department, Fire Department or other departments. Clearance from those departments may be
required prior to the issuance of a building permit.
Code sections cited are based on the 1994 UBC.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1994 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
To speed up the recheck process, please note on this list {or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw.dot
Carlsbad 98-948
4/15/98
1. Please make all corrections on the original tracings, as requested in the correction
list.
Submit three sets of plans for commercial/industrial projects (two sets of plans for
residential projects). For expeditious processing, corrected sets can be submitted
in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City
of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009,
(619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil
Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-
1468. Deliver all remaining sets of plans and calculations/reports directly to the City
of Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
2. Please complete the Unreasonable Hardship document to show the required
amount of disabled access upgrades. Show work to be done and value of work. If
site and building is complying with current disabled accessible requirements show
on the plans the accessible route of travel to the entrance from the disabled parking
spaces and that the restrooms and access to them complies as well as other
required accessible items.
3. Please provide a cross section of the proposed compressor shed showing all
elements of the construction.
To speed up the review process, note on this list (or a copy) where each correction
item has been addressed, i.e., plan sheet, note or detail number, calculation page,
etc.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly describe
them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list? Please
indicate: ·
Yes D No D
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 review for your project. If you have any questions regarding
these plan review items, please contact Mike Puckett at Esgil Corporation.
Thank you.
Carlsbad 98-948
4/15/98
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 98-948
PREPARED BY: Mike Puckett DATE: 4/ 15/98
BUILDING ADDRESS: 2747 Locker Ave.
BUILDING OCCUPANCY: B/Fl TYPE OF CONSTRUCTION: VN
II BUILDING PORTION II BUILDING AREA VALUATION VALUE
(ft. 2) MULTIPLIER ($)
Compressor Shed 124 City Value 3,224.00
Air Conditionino
Fire Sprinklers
TOTAL VALUE 3,224.00
• 1994 USC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 61.07
• 1994 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 39.69
Type of Review: D Complete Review D Structural Only D Hourly
D Repetitive Fee Applicable D Other:
Esgil Plan Review Fee: $ 31.75 _
Comments:
Sheet 1 of 1
rnacvalue.doc 5196
\
PLANNINC/ENCINEERINC APPROVALS
PERMIT NUMBER CB 16 · CBCfB
ADDRESS 274'7 Loker
RESIDENTIAL
RESIDENTIAL ADDITION MINOR
( < $10,000.00}
PLANNER ::B .2--\{:Q_: ..
ENCINEER ~
\
\
\rs/Mlsforms/Plannlng Engineering Approvals
\ J
TENANT IMPROVEMENT
PLAZA CAMINO REAL
CARLSBAD COMPANY STORES
VILLACE FAIRE
COMPLETE OFFICE BUILDING
· DATE ¥\{) /_9.._r')
l
DATE 4/f Cif
City of Carlsbad 98126
Fire Department • Bureau of Prevention
Plan Review: Requirements Category: Building Plan Check
Date of Report: Monday, April 13, 1998 Reviewed by: ~ \\\j
Contact Name Hamann Construction
Address 475 W Bradley Av
City, State El Cajon CA 92020
Bldg. Dept. No. CB980948 Planning No.
Job Name Asymtek II ----~-------------
Job Address 2747 Loker ------------------Ste. or Bldg. No. ____ _
~ Approved -The item you have submitted for review has been approved. The approval is
based on plans; information and/or specifications provided in your submittal;
therefore any changes to these items after this date, including field modifica-
tions, must be reviewed by this office to insure continued conformance with
applicable codes. Please review carefully all comments attached, as failure
to comply with instructions in this report can result in suspension of permit to
construct or install improvements.
0 Disapproved -Please see the attached report of deficiencies. Please make corrections to
plans or specifications necessary to indicate compliance with applicable
codes and standards. Submit corrected plans and/or specifications to this
office for review.
For Fire Department Use Only
Review 1st __ _ 2nd __ _ 3rd __ _
Other Agency ID
CFDJob# __ 98_1_2_6 __ File# ___ _
2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121
ASYMTEK-ELEVATOR
FOR
PROGRESSIVE IMAGES IN ARCHITECTURE & PLANNING
SUBJECT: SHEET NO:
ELEVATOR GUIDE RAIL SUPPORT
COLUMN AND BEAM DESIGN 1
STRUCTURAL CALCULATIONS
RJIENGINEERlNG, INC.
Consulting Structural Engineers
11545 W. Bernardo Court, Suite 300
SanDiego, CA 92127
(619) 673-8416
(619) 673-8418 FAX
I
Job No. 97147
By:SRU
Chec:kBy:
Date: 3/17/98
5
.R2H ENGINEERING
" 11545 W. BERNARDO CT. SUITE 300
SAN DIEGO, CA 92127
Title : ASYMTEK
Dsgnr: SRU
Description :
Job# 97147 fJ
Date: 11:19AM, 11 MAR93
673-8416 Scope:
Steel Column Page 1 I
Description ELEVATOR GUIDE RAIL SUPPORT COLUMN
I General Information
Steel Section TS5X5X3/16
Column Height 14.000 ft
End Fixity Pin-Pin
Live & Short Term 1,..oads Combined
I Loads
Axial Load ...
Fy
Duration Factor
X-X Unbraced
Y-Y Unbraced
36.00 ksi
1.330
14.000 ft
14.000 ft
'Z~ ~ 3-;. 4 1, ~,,
Dead Load
Live Load
t:" . 0.30 k .,.-rz-1:1"$&~ 3°'•-fl Ecc. for X-X Axis Moments
1.50 k ~ /.S"' Ecc . .for Y-Y Axis Moments
k Short Term Load
Point lateral Loads ...
Along Y-Y (strong axis moments)
Along X-X ( Y. moments )
X-X Sidesway : Restrained
Restrained Y-Y Stdesway:
Kxx
Kyy
in
in
Height
7.000 ft
ft
1.000
1.000
Summary
Section: TS5X5X3/16, Height= 14.00ft, Axial Loads: DL =
Unbraced Lengths: X-X = 14.00ft, Y-Y = 14.00ft
Column Design OK
0.30, LL = 1.50, ST = O.OOk, Ecc. = O.OOOin
Combined Stress Ratios Dead
AISC Fo~mula H1 -1
AISC Formula H1 -2
AISC Formula H1 -3
XX Axis : Fa calc'd per 1.5-1, K· Ur< Cc
YY Axis. r~ caic'd per 1.5-1. K'L/r < Cc
0.006
DL+ LL DL +ST+ (LL if Chosen)
0.029 0.035 0.238
I
!I
I ~tresse_s I
Allowable & Actual Stresses
Fa : Allowable
fa: Actual
Fb:xx: Allow fF3.1]
fb : xx Actual
Fb:yy : Allow [F3.1]
fb : yy Actual
/ Analysis Values
F'ex: DL+LL 20,142 psi
F'ey: DL+LL 20,142 psi
F'ex: DL+LL+ST 26,788 psi
F'ey: DL+LL+ST 26,788 psi
Dead
14.66 ksi
0.09 ksi
ksi
23.76 ksi
0.00 ksi
ksi
23.76 ksi
0,00 ksi
Live
14.66 ksi
0.43 ksi
ksi
23.76 ksi
0.00 ksi
ksi
23.76 ksi
0.00 ksi
Cm:x DL+LL 0.60
Cm:y DL +LL 0.60
Cm:x DL+LL+ST 1.00
Cm:y DL+U.+ST 0.60
DL + LL DL + Short
14.66 ksi 19.50 ksi
0.51 ksi 0.51 ksi
ksi
23.76 ksi 31.60 ksi
0.00 ksi 6.70 ksi
ksi ·
23.76 ksi 31.60 ksi
0.00 ksi 0.00 ksi
Cb:x DL+LL
Cb:y DL+LL
Cb:x DL+LL+ST
Cb:y DL +LL +ST
1.75
1.75
1.00
1.75
Max X-X Axis Deflection -0.217 in at 7. 000 ft Max Y-Y Axis Deflection O.OOOin at 0.000ft
I Section Properties TS5X5X3/16
Depth 5.00 in
Width 5.000 in
Thickness 0.188 in
Weight
Area
. .
11.96 #!ft
3.52 in2
I-xx 13.40in4
1-yy 13.40in4
S-xx 5.360in3
S-yy 5.360in3
r-xx 1.951 in
I
I
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TOTAL. RISE:
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-::-~,tJ
.• R2H ENGINEERING Tttle : ASYMTEK
Osgnr: SRU
Description :
Job# 97147 f'
Date: 11 :OSAM, 11 MAR 98
I
11545 W. BERNARDO CT. SUITE 300
SAN DIEGO, CA 92127
673-8416 Scope:
I Steel Beam Design Page 1 I
. Description 24' SPAN SUPPORTING FLOOR AT ELEVATOR OPENING
I General Information
Steel Section : W14X22
Center Span
Left Cant.
Right Cant
Lu : Unbraced Length
I Distributed Loads
#1
DL 0.020
LL 0.080
ST
Start Location
End Location
: Point Loads
#1
Dead Load 0.300
Live Load 1.500
Short Term
Location 8.000
24.00 ft
0.00 ft
0.00 ft
0.00 ft
#2
#2
0.300
1.500
16.000
Pinned-Pinned
Sm Wt. Added to Loads
LL & ST Act Together
#3 #4
#3 #4
Fy•
Load Duration Factor
#5 #6
#6
36.00ksi
1.00
#7
k/ft
k/ft
k/ft
ft
ft
#7
k
k
k
ft
I
I
I
Summary I Beam OK/
Using: W14X22 section, Span= 24.00ft, Fy = 36.0ksi
End Fixity = Pinned-Pinned. Lu = 0.00ft, LDF = 1 .CXO
Actual
Moment
fb : Bending Stress
. fb / Fb
Shear ·
fv : Shear Stress
fv I Fv
'. Force & Stress Summary
23.187 k-ft
9.606 ksi
0.404: 1
3.265 k
1.033 ksi
0.072: 1
Allowable
57.354 k-ft
23.760 ksi
45.507 k
14.400 ksi
Max. Deflection
Length/DL Def!
Length/(DL +LL Defl)
-0.422 in
2,925.1 : 1
682.0: 1
<<-These columns are Dead + Live Load placed as noted -»
DL LL LL +ST LL LL +ST
Maximum
Max. M + 23. 1"9 k-ft
Max. M-
Max. M@ Left
~ax. M @ Right
Shear @ Left 3.26 k
Shear @ Right 3.26 k
Center.Def!.
Left Cant Def!
Right Cant Def
... Query Def!@
-0.422in
0.000in
0.000in
0.000in
Only @ Center @ Center @ Cants @ Cants
5.43 23.19 k-ft
k-ft
k-ft
k-ft
QM a~ k
0.80 3.26 k
-0.098
0.000
0.000
0.000
-0.422
0.000
0.000
0.000
• -0.422
0.000
0.000
0,000
0.000 0.000 in
0.000 0.000 in
0.000 0.000 in
0.000 0.000 in
Reaction@ Left 3.26 0.80 3.26 3.26 k
Reaction@ Rt 3.26 0.80 3.26 3.26 k
Fa calc'd per 1.5-1, K*Ur < Cc
-I
,;,,R2H ENGINEERING
11545 W.·BERNARDO CT. SUITE 300
SAN DIEGO, CA 92127
673-8416
Title : ASYMTEK .
Dsgnr: SRU
Description :
Scope:
Steel Beam Design
Job#97147
Date: 11 :01 AM, 11 MAR 98
Description 24' SPAN SUPPORTING FLOOR AT ELEVATOR OPENING
I General Information
Steel Section : W12X19
Center Span
Left Cant.
Right Cant
Lu : Unbraced Length
I Distributed Loads
#1
DL 0.020
LL 0.080
ST
Start Location
End Location
-. Point Loqds
Dead Load
Live Load
Short Term
Location
#1
0.300
1.500
8.000
24.00 ft
0.00 ft
0.00 ft
0.00 ft
#2
#2
0.300
1.500
16.000
Pinned-Pinned
Bm Wt. Added to Loads
LL & ST Act Together
#3 #4
#3 #4
Fy •
Load Duration Factor
-#5 #6
#5 #6
36.00ksi
1.00
#7
k/ft
k/ft
k/ft
ft
ft
#7
k
k
k
ft
I
I
I
I i Summary I ·Beam OK i
Using: W12X-19section, Span= 24.00ft, Fy = 36.0ksi
End Fixity= Pinned-Pinned. Lu = 0.00ft, LDF = 1.CXX)
Moment
fb : Bending Stress
fb /fb
Shear .
fv : Shear Stress
fv / Fv
; Force & Stress Summary
Maximum
Max. M + 22.96k-ft
Max. M-
Max. M@Left
Max. M @ Right
Shear@ Left 3.23k
Shear @ Right 3.23k
Center Defl. -0.640in
Left Cant Defl 0.000in
Right Cant Def 0.000in
... Query Deft@ 0.000in
Reaction @ Left 3.23
Reaction @ Rt 3.23
Fa calc'd per 1.5-1, K*Ur < Cc
Actual
22.962 k-ft
12.887 ksi
0.542: 1
3.227 k
1.129 ksi
0.078: 1
DL
Onl~
5.20
0.77
0.77
-0.145
0.000
0.000
0.000
0.77
0.77
Allowable
42.336 k-ft
23.760 ksi
41.149 k
14.400 ksi
Max. Deflection
Length/DL Defl
Length/(DL +LL Def!)
-0.640 in
1,992.7: 1
449.8: 1
<<-These columns are Dead + Live Load placed as noted -»
LL LL+ST LL LL+ST
@Qenter Cm Center Cm Cants @ Cants
22.96 k-ft
k-ft
k-ft
k-ft
3.23 k
3.23 k
-0.640 -0.640 0.000 0.000 in
0.000 0.000 0.000 0.000 in
0.000 0.000 0.000 0.000 in
0.000 0.000 0.000 0.000 in
3.23 3.23 k
3.23 3.23 k
I
I
::
~
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+24'-11" +.25'-2"
. I
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1.
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JOB NQ __ t=\-'-7"---[_1_7 __
SHEET ___ OF __
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R2H Engineering, Inc.
PROJECT .rlf£YU?c/c
JOB NO. q714:7
DATE f/Z3./61f?
BY~ SUBJECT ______________ _ SHEET ___ OF __
~AN c-. l'l-", O"
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ll~ z10g .P,'F-. ,-Jo. I @ -tsf& ·'-'
~ ,A~~~-
R2H' ENGINEERING
11545 W. BERNARDO CT. SUITE 300
SAN DIEGO, CA 92127
Title:
Dsgnr:
Job#
Date: -1 :48PM, 17 APR 98
Description :
673-8416 Scope:
General Timber Beam
Description COMPRESOR ROOM ROOF JOIST
I General Information
Section Name 2x8 Center Span
Left Cantilever
12.00 ft ..... Lu
Beam Width 1.500 in ft ..... Lu
Beam Depth 7.250 in Right Cantilever ft ..... Lu
Member Type Sawn
Bm Wt. Added to Loads
Load Dur. Factor 1.000
Beam End Fixity Pin-Pin
Wood Density 34.000 pcf
I Uniform Loads
Uniform Loads Over Full Span
Center DL
Left Cantilever DL
Right Cantilever DL
I Summary I
DOUGLAS FIR-LARCH, No.1
Fb Allow 1,000.0 psi
Fv Allow 95.0 psi
Fe Allow 1,450.0 psi
E 1,700.0 ksi
Repetitive Member
30.00 #/ft
#/ft
#/ft
LL
LL
LL
40.00 #/ft
#/ft
#/ft
Span= 12.00ft, Beam Width = 1.500in x Depth = 7.25in, Ends are Pin-Pin
Max Stress Ratio 0.864 : 1
Maximum Moment
Allowable
1.3 k-ft
1.5 k-ft
Maximum Shear* 1.5
Allowable
Max. Positive Moment
Max. Negative Moment
Max @ Left Support
Max @ Right Support
Max.Mallow
fb 1,192.84 psi
Fb 1,380.00 psi
I Deflections
Center Span ...
Deflection
... Location
... Length/Def!
1.31 k-ft
0.00 k-ft
0.00k-ft
0.00k-ft
1.51
fv
Fv
Dead Load
-0.188 in
6.000ft
767.5
at 6.000 ft
at 0.000 ft
Shear:
54.29 psi
95.00 psi
Total Load
-0.418 in·
6.000 ft
344.43
Camber:
Reactions ...
Left DL 0.2Cl<
Right DL 0.20 k
Left Cantilever ...
Deflection
... Length/Def!
Right Cantilever ...
Deflection
... Length/Def!
@Left
@ Right
@Left
@ Center
@Right
Max
Max
Dead Load
0.000 in
0.0
0.000 in
0.0
0.00 ft
0.00 ft
0.00 ft
Beam Design OK
0.6 k
1.0 k
0.44 k
0.44 k
0.000 in
0.281 in
0.000 in
0.44<
0.44 k
Total Load
0.000 in
0.0
0.000 in
0.0
r
r
I
. ' R2H ENGINEERING
11545 W. BERNARDO CT. SUITE 300
SAN DIEGO, CA 92127
673-8416
Title : ASYMTEK
Dsgnr: SRU
Description :
Scope:
Job# 97147
Date: 8:16AM, 27 APR 98
Tilt-Up Wall Panel Design
Description COMPRESSOR ROOM WALL
I General Information
Clear Height
Parapet Height
Thickness
Bar Size
Bar Spacing
Bar Depth
9.500 ft
0.500 ft
7.500 in
fc
Fy
Phi
Width
3,000.0 psi
60,000.0 psi
0.900
12.000 in
Seismic Zone 4
Min Vert Steel % 0.0020
Min Horiz Steel.% 0.0012
Base Fixity O %
Wall Seismic Factor 0.3000
Parapet Seismic Factor 0.3000
LL & ST Together Max Defl. Ratio
Concrete Weight
5
18.000 in
5.250 in
150.0
145.00 pct Using: UBC Sec. 1914.0 method ... Exact, Non-Iterated
Parapet Does Not Reduce Momenis I Loads
Lateral Loads
Wind Load
Point Load
... height
... load type
Lateral Load
... dista.nce to top
... distance to bot
... load type
I Wall Analysis
26.000 psf
lbs
ft
Seismic
#/ft
ft
ft
Seismic
Vertical Loads
Uniform.OL 100.00 #/ft
Uniform LL #/ft
... eccentricity 7.000 in
Concentric DL 150.00 #/ft
Concentric LL #/ft
Seismic "I" Magnifier 1.000
Wind "I" Magnifier 1.000
For Factored Load Stresses For Service Load Deflections
Basic Def! w/o P-Oelta
Basic M w/o P-Delta
Moment Excess of Mer
Max. P-Delta Deflection
Max P-Delta Moment
Maximum Allow Vertical Bar Spacing
Maximum Allow Horizontal Bar Spacing
Summary
Seismic
0.006
5,654.1
0.0
0.607
6,270.2
18.000 in
18.000 in
Wind
0.005 in
4,862.7 in-#
0.0 in-#
0.617 in
5,332.0 in-#
Seismic Wind
0.004 0.004 in
4,038.6 3,878.1 in-#
0.0 0.0 in-#
0.004 0.004 in
4,589.3 4,428.8 in-#
Parapet Bar Spacing Req'd: SEISMIC 18.000 in
Parapet Bar Spacing Req'd: WIND 18.000 in
Wall Design OK
9.50ft clear height, 0.50ft parapet, 7.SOin thick with #5 bars at 18.00in on center, d= 5.25in, fc = 3,000.0psi,
Using: UBC Sec. 1914.0 method ... Exact, Non-Iterated
Factored Load Bending : Seismic Load Governs
Maximum Iterated Moment : Mu 6,270.18 in-#
Moment Capacity 59,372.38 in-#
Mn * Phi : Moment Capacity
Applied: Mu @ Mid-Span
Applied: Mu @ Top of Wall
Max Iterated Service Load Deflection
Actual Deflection Ratio
Actual Reinforcing Percentage
Allowable Max. Reinf. Percent = 0.5 * Rho Bal
Actual Axial Stress: (Pw +Po)/ Ag
Service Load Deflection : Seismic Load Governs
Maximum Iterated Deflection 0.004 in
Deflection Limit 0. 760 in
0.0033
0.0128
8.06
,41"'\f'\ "" -
Wind
58,614.34 in-#
5,331.99 in-#
735.00 in-#
l
t
R2H ENGINEERING
11545 W. BERNARDO CT. SUITE 300
SAN DIEGO, CA 92127
673-8416
Title : ASYMTEK
Dsgnr: SRU
Description :
Scope:
Job# 97147
Date: 10:40AM,. 23 APR 98
Tilt-Up Wall Panel Design
Description PANEL 14 AND 15 SUPPORTING COMPRESSOR ROOM
j General Information
Clear Height
Parapet Height
Thickness
Bar Size
Bar Spacing
Bar Depth
f'c
Fy
Phi
Width
4,000.0 psi
60,000.0 psi
0.900
12.000 in
Seismic Zone 4
Min Vert Steel % 0.0020
Min Horiz Steel% 0.0012
Base Fixity O %
Wall Seismic Factor 0.3000
Parapet Seismic Factor 0.3000
LL & ST Together Max Defl. Ratio
Concrete Weight
25.000 ft
5.000 ft
9.500 in
5
18.000 in
7.250 in
150.0
145.00 pct Using: USC Sec. 1914.0 method ... Exact, Non-Iterated
Parapet Weight Counteracts Middle
j Loads
Lateral Loads
Wind Load
Point Load
... height
... load type
Lateral Load
... distance to top
... distance to bot
... load type
j Wall Analysis
21.000 psf
200.00 lbs
9.500 ft
Seismic
#/ft
ft
ft
Seismic
Vertical Loads
Uniform DL 312.00 #/ft
Uniform LL #/ft
... eccentricity 8.250 in
Concentric DL 80.00 #/ft
Concentric LL #/ft
Seismic "I" Magnifier 1.000
Wind "I" Magnifier 1.000
For Factored Load Stresses For Service Load Deflections
Basic Defl w/o P-Delta
Basic M w/o P-Delta
Moment Excess of Mer
Max. P-Delta Deflection
Max P-Delta Moment
Maximum Allow Vertical Bar Spacing
Maximum Allow Horizontal Bar Spacing
Summary
Seismic
0.177
61,091.9
12,892.7
2.730
69,971.8
16.316 in
18.000 in
Wind
0.074 in
24,444.8 in-#
0.0 in-#
2.864 in
31,664.9 in-#
Seismic
0.127
43,637.1
0.0
0.127
48,273.0
Wind
0.059 in
19,399.5 in-#
0.0 in-#
0.059 in
24,201.2 in-#
Parapet Bar Spacing Req'd: SEISMIC 16.316 in
Parapet Bar Spacing Req'd: WIND 16.316 in
Wall Design OK
25.00ft clear height, 5.00ft parapet, 9.50in thick with #5 bars at 18.00in on center, d= 7.25in, fc = 4,000.0psi
Using: USC Sec. 1914.0 method ... Exact, Non-Iterated
Factored Load Bending : Seismic Load Governs
Maximum Iterated Moment: Mu 69,971.80 in-#
Moment Capacity 92,539.24 in-#
Mn * Phi : Moment Capacity
Applied: Mu @ Mid-Span
Applied: Mu @ Top of Wall
Max Iterated Service Load Deflection
Actual Deflection Ratio
Actual Reinforcing Percentage ·
Allowable Max. Reinf. Percent = 0.5 * Rho Bar
Actual Axial Stress: (Pw +Po)/ Ag
Service Load Deflection : Seismic Load Governs
Maximum Iterated Deflection 0.127 in
Deflection Limit 2.000 in
Seismic
92,539.24 in-#
69,971.80 in-#
10,835.47 in-#
0.13 in
2,368 : 1
0.0024
0.0171
Wind
89,231.32 in-#
31,664.92 in-#
6,718.95 in-#
6 psi
nn --=
'
t
t
' .
R2H ENGINEERING
11545 W. BERNARDO CT. SUITE 300
SAN DIEGO, CA 92127
673-8416
Title : ASYMTEK
Dsgnr: SRU
Description :
Scope:
Tilt-Up Wall Panel Design
Description PANEL 14 AND 15 SUPPORT! NG COMPRESSOR ROOM
Job#97147
Date: 10:40AM, 23 APR 98
I Analysis Data I
E
n =Es/ Ee
Sgross
Mer= S * Fr
Fr= Fr Multiplier for sqrt(fc)
Ht / Thk Ratio
3,604,996.5 psi
8.04
5.000
31.58 Rho: Bar Reinf Pct
180.500 in3
57,079.1 in-#
316:23 psi
0.0285
Values for Mn Calculation ...
As:eff= [Pu:tot + AsFy]/Fy
a : (AsFy + Pu)/(.85 fc b)
C = a/ .85
!gross
!cracked
1-eff (ACI methods only)
Phi: Capacity Reduction
Mn= As:eff Fy (d -a/2)
I Additional Values
Loads used for analysis
Wall Weight 114.792 psf
Wall Wt * Wall Seismic Factor 34.437 psf
Wall Wt * Parapet Seismic Factor 34.437 psf
Service Applied Axial Load 392.00 #/ft
Service Wt@ Max Morn 2,008.85 #/ft
Total Service Axial Loads 2,400.85 #/ft
Seismic
0.263 in
0.386 in
0.454 in
857.375 in4
97.96 in4
0.00 in4
0.900
102,821.37 in-#
Factored Loads
Applied Axial Load
Lateral Wall Weight
Total Lateral Loads
I ACI Factors (per ACI, applied internally to entered loads)
ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group F9ctor
ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor
ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor
.... seismic= ST*: 1.100
0.750
0.900
1.300
Wind
0.249 in
0.366 in
0.430 in
857.38 in4
93.36 in4
0.00 in4
0.900
99,145.91 in-#
Seismic
548.80
2,812.40
3,361.20
Wind
411.60 #/ft
2,109.30 #/ft
2,520.90 #/ft
UBC 1921.2.7 "1.4" Factor
USC 1921.2.7 "0.9" Factor
1.400
0.900
I
I