HomeMy WebLinkAbout142 Channel Rd; ; CBR2018-0617; Permit{city of
Carlsbad
Print Date: 10/10/2018
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
# Dwelling Units:
Bedrooms:
Project Title:
142 Channel Rd
BLDG-Residential
2146000821
$17,193.84
Residential Permit
Work Class: Alteration
Lot#:
Reference#:
Construction Type:
Bathrooms:
Orig. Plan Check#:
Plan Check#:
Description: SPART: CREATE HANEL FOLDING DOOR SYSTEM
BUILDING PERMIT FEE ($2000+)
BUILDING PLAN CHECK FEE (BLDG)
SB1473 GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION-RESIDENTIAL
Total Fees: $319.30
Owner:
WILLIAM L SPART
2247 E Rockledge Rd
PHOENIX, AZ 8S048
Total Payments To Date: $319.30
Status:
Applied:
Issued:
Permit
Fina led:
Inspector:
Final
Inspection:
Balance Due:
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.
Permit No: CBR2018-0617
Closed -Finaled
03/13/2018
03/30/2018
TFraz
10/10/2018 9:05:52AM
$0.00
$185.92
$130.14
$1.00
$2.24
1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
.f'
Est. Value " ( City of
Carlsbad
Building Permit Application
1635 Faraday Ave., Carlsbad, CA 92008
Ph: 78CMI02-271.9 Fax: 760-602-8558
email: buildlng@carlsbadca.gov
www.carlsbadca.gov
Plan Ck. Deposit
Date
JOB ADDRESS
l'-t2 .. CA-rk\.iJ.,0
SUITE#/SPACE#/UNIT# boo -Dt,"2-\-
CT/PROJECT# LOT# PHASE# -#dFUNITS # BEDROOMS # BATHROOMS TENANT sUsTNESS NAME CONSTR. TYPE OCC. GROUP
I _g 1...5
DESCRIPTION OF WORK: Include Square Feet of Affected Area(s)
\.. f,.. <...1>.ctv ,,+< Do
EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF)
APPLICANT NAME (Primary Contact) PROPERTY Q\)fNER NAME
"'A=oo=a=,sc'!s"'-~•1~1~•~-=~~L,_.,,_____,S"'l'p~"f1.-t=~-L_------------+A~o=o=a,~s~s_._,l_~I• """'=._---'\'._---'T"'"=.,·_.--.-'!<#~•=-'--'""'\'="-__!__='!.l,J.f--'.WI __ ~
·2-ct £ \CoL-k:.. \e,! ~ (lJ.
CITY ,c-, ,, L-\--1. ST TE
l"'-"L
CITY STATE
L-~
ZIP
't'z.ol\
PHONE (.v?. 50.i,.-S-1;!.'-\-e------
.s EMAIL
FAX
IVl.4-iL. luA
PHONE
bo?.... So2 SI 2.'{-
EMAIL c' ✓ (' A(l..ri,v :;>
FAX
CONTRACTOR BUS. NAME
ADDRESS ADDRESS
CITY STATE ZIP CITY STATE ZIP
PHONE FAX PHONE FAX
EMAIL EMAIL
STATE UC.# STATE LIC.# CLASS CITY BUS. UC.#
(Sec: 7031.5 Business and P_rofess1ons 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 per_mit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, comme_nd1ng with Section 7000 of Division 3 of the Business and Professions Code} or fl1at he 1s exempt therefrom, and the basis for the alleged exemption. Any v1olat1on of Section 1031.5 by any applicant for a permit subJects the applicant to a
civil penalty of not more than five hundred dollars [$500)).
WORKERS' COMPENSATION
Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations:
D I have and will maintain a certificate of consent to self•insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy
number are: Insurance Co. ______________________ Policy No ______________ _ Expiration Date __________ _
This section need not be completed if the permit is for one hundred dollars ($100) or less. D 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' CompensaUon Laws of
California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in
addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
,/15 CONTRACTOR SIGNATURE •AGENT DATE
' " OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from Contractor's License Law for the following reason:
• I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's
License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for
sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale),
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),
D I am exempt under Section _____ Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for conslrucUon of the proposed property improvement D Yes • No
2. I (have/ have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number}
4, I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address/ phone/ contractors' license number):
5. I will provide some of the work, but I have contracted (hired) the following persons lo provide the work indicated (include name I address/ phone/ type of work):
•AGENT DATE
,.::OMPLETE 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? • 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? • Yes • No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? • Yes • No
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF
EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there 1s a construction lending agency for the performance of the work this permit 1s issued {Sec 3097 {1) C1v1I Code)
Lender's Name Lender's Address
APPLICANT CERTIFICATION
J 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 Cifyordinancesand 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 CllY OF CARLSBAD
AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID GrTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: Ari OSHA pemilt is required for excavations over 5'0' deep and demolition or construction of sbllchJres over 3 stories in height.
EXPIRATION: Every pennit 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 pennit is not commenced within
180 days from the date of such permit or if the building ocwork authorized by such pemiit is suspended or abandoned at any time after the work. is commenced for a period of 180 days (Section 106.4.4 Unifonn Building Code).
-@S'APPLICANT'SSIGNATURE 0 fl----_, :::..t DATE /1ft-ri.¾ ( 2.,_ 1 20 I y
"\' '
·, . ,,,-f!~MIT INSPECTION HISTORY REPORT (CBR2018-0617)
"' I ' ' '
Permit Ty pc: BLDG-Residential Application Date: 03/13/2018 Owner: WILLIAM SPART
w,irk Class· Alteration Issue Date!: 03/3012018 Subdivision: CARLSBAD TCT#99-02
POINSETTIA COVE
Status· Closed -Finaled Expiration Date: 10/3112018 Address: 142 Channel Rd
Carlsbad, CA 92011-3220
IVR Numher: 10048
Scheduled Actual Inspection Type Inspection No. Inspection Status Re inspection Complete
Date Start Date Primary Inspector
05(02/2018 05102/2018 BLDG-14 056711-2018 Passed Chris Renfro Complete
Frame/Steel/Bolting/
Welding (Decks)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
05/04/2018 05/04/2018 BLDG-18 Exterior 057033-2018 Passed Chris Renfro Complete
Lath/Drywall
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
10/10/2018 10/10(2018 BLDG-Final 072410-2018 Passed Tim Frazee Complete
Inspection
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-Structural Final Yes
October 10, 2018 Page 1 of 1
✓• EsG1I
A SAFEbu1lt Company
DATE: Mar 22, 2018 • APPLICANT
_,2'Jl)RIS.
JURISDICTION: City of Carlsbad
PLAN CHECK#.: cbR2018-0617
PROJECT ADDRESS: 142 Channel Rd.
SET: I
•
PROJECT NAME: Replace Door and Window with Panel Door
•
•
•
•
•
L8J
•
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at EsGil
until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
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: --(~) Email:
Mail Telephone Fax In Person
REMARKS: Applicant to cross out" Not for Construc~on the plan sheets of all plan
sets submitted to the city. see areas clouded in red. "f...J(JA,.J,:.
By: Rich Moreno Enclosures: ~
EsGil
Mar 15, 2018
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
•
City of Carlsbad cbR2018-0617
Mar 22, 2018
[DO NOT PAY -THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Carlsbad
PREPARED BY: Rich Moreno
PLAN CHECK#.: cbR2018-0617
DATE: Mar 22, 2018
BUILDING ADDRESS: 142 Channel Rd.
BUILDING OCCUPANCY:
BUILDING AREA Valuation
PORTION ( Sq. Ft.) Multiplier
Remodel Misc.
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb By Ordinance
,, ___ I
1997 UBC Building Permit Fee ---~.J
1997 UBC Plan Check Fee ~
Type of Review: 0 Complete Review
D Repetitive Fee
.., 1 Repeats .. J
D Other
D Hourly
EsGil Fee
Reg. VALUE
Mod.
D Structural Only
Comments: In addition to the above fee, an additional fee of $
$ /hr.) for the CalGreen review.
($)
17,194
17,194
$185.551
$120.s11
$105.1s1
is due ( hour@
Sheet of
• DUNN SAVOIE INC.
STRUCTURAL ENGINEERING
STRUCTURAL CALCULATIONS
FOR
90B S CL[V[LAND ST
OCEANSIDL C.o'"-' 9205-.J
7~0 96t:.ti355 Pt-t.
71:: o. 96!! .6360 rx
0~1-:;('ELJfFC!=I .co,.-1 (MAIL
Project: Spart Residence Door/Window Enlargement
Address: 142 Channel Rd, Carlsbad, Ca 92011
Scope: Size new header for new Bifold doors
Client/Owner: Bill Spart
p.ECE\VED
\J\R 1 3 20\S
CARLSSA.D
CiTY OF \VISION
euit.oiNG ° February 5, 2018
Design Loads
Framing analysis
TABLE OF CONTENTS
Design Loads from orig CDs sht SP-1
Partial existing Roof Framing pin (S5)
Partial existing Floor Framing pln (S6)
Enercalc Output
Note to Plan Checker:
PAGE
1
I
2
3
4
5-6 lriilil r~ ~ The owner, Bill Spart, obtained the original construction documents for the development from the
City to assist in the production of these calcs and construction documents: "Pointsettia Cove"
Fieldstone Communities, Inc (delta 3 client revisions 4/14/00) by Edinger Design Assoc.
•
Dunn Savoie Inc.
Structural Engineering
908 S. Cleveland St., Oceanside, CA 92054
Ph: (760) 966-6355 Fax: (760) 966-6360
E-mail: dsi@surfdsi.com
( ~""' 1 l" 1 5 I' I
-ft:"<=. ,2
fc,n~ Dl ~
f :,00,. ) ..
JOB SPAQ..-1 DOD& t; ,vLt,fJ..-,,'.vtiJ,<A"' l.?-ii::is
SHEETNO. ____ ~ ___ /_ OF_{. _____ _
12 t-r DATE Ft.B ~· & CALCULATED BY
CHECKEDBY ________ DATE _____ _
SCAL~ ________________ _
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---------··-----------------
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WOOD Tl'<IJ&eeS ANDtOR JOIST TO l!IE DESIGNED FOR Tl-IE FOLLOWING
LOAD&,
ROOF,
D.L. • 22 l"SF
FL~,
D.L • 12 l"SF
•L.L • "' ese -------·---..tl...1-_. ,ie err ·------• -·~c=,ve•--rLOAD& F<l:DUCIBLE PER CODE (U.0.N.) CONSIDE~TION SHOULD BE
TAKl!N FOFt ADDITIONAL LOAD& DUE TO MECI-I.ANJC.AL LNITSPAF!TITICNS,ETC.
FLOOR& SMALL l!IE DESIGNED~ A CONCENTRATED LOAD OF 21Z)(D0 Le&
NI> ~QUl~D PER USC 16~.3.
~AeRICATED ~ BEAM& &I-IALL ElE PARAI.LAM OR MICROLLAM eE,/IM&
.Al, MANll'Ac::TUl"IED B"r TRJ& JOIST MAO'IILL~OR EQUIVALENT> PER NER -~2
ALLOW.Aa..E DESIGN STl'U!&&ES, PARAL.LAM Fb • 29CN> !"&I
E • 2.121 >< w/' 1"61
Fv • 2!!/D 1"61
Ml~LAM Fb • 26,z,G, 1'"61
E • 1.8 x tei' 1"61
Fv • 285 l"&I
n. EACH -IM.A,LL 111! Ll!C><ileL T llflUI-IDl!I) l"W'ICl!D OF! ~leE HAVI!
l"l!llll'1,,IN1 T Ml'D<ED n-e.TO TH! l'OLL.CHING IN'Olll"IATIOH LOCA'TED H!THIN
2 FEST OF TH! CEHT9" o,, THE ll'"AH QI Tl« ~,IQ; OF TH! eoTTc:1'1 a.lOl'ID.
•.) lcemTT OF TH! CQ?AHT l'I.AMP~ THI! 'IIU!6.TH! l!l"AN QI n,e ~ACI! OF TI-I! eoTTc:1'1 O,IOIIID.
b.J TH! celllGN LOAD. [), 11 ')Pa n.x
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142 Channel Rd
Cansbad 92011
Project Tille: Spart res rear door enlargement 'J
18-105 [I ·-· ., ·-·-·· ................. c ....... ,.
PW,._ -AVD•• , .... . Engineer: rms Project ID:
Size 8ft header for new door ................ A .. 11: .... , ......... . .... .. ..... ~ ............. . c:,.,,.. .. ,..,,,.., . .,,._ ., • ., ... ..-• ._,,..,..,.,,,•••••a•• ............................. .,n ..
Project Descr:
Pnntllll 5FES2018 6C(PM
·wood Beam Fie• c;Use1s1ra--=Ul,£-1\ENERCA•1\201BSM-1.EC6
ENERCALC, INC. 1983-2017, Buid:10.17.1~10, Ver.10.17.12.10 ,.,, .
Description . door enlargement header 8ft
CODE REFERENCES
Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10
Load Combination Set : IBC 2015
Material Properties
... ' .
Analysis Method : Allowable Stress Design
Load Combination IBC 2015
Fb + 900.0 psi
900.0 PSI
E: Modulus of Elasticffy
Fb -
Fc-Pnl
Wood Species : Douglas Fir. Larch Fe -Perp
Wood Grade · No.2 Fv
Fl
Beam Bracing : Beam is Fully Braced against lateral-torsional buckling
D(O 20B) Lr(0.12) L(O 04)
'
4x8
Span= 8.0 It
1,350.0 psi
625.0psi
180.0 psi
575.0 psi
,
Ebend-xx 1,600.0 ksi
Eminbend -xx 580.0 ksi
Density 31.20pcf
----,;
!.------------------------------------------------
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added lo loads
Unrtofffi Load : D • 02080, Lr• 0.120, L = 0 040 , Tributary Width • 1.0 ft_ (existing roof, floor and ext wal)
DESIGN S(!Mf/,fARY.
Maximum Bending Stress Ratio
Section used for this span
fb: Actual
FB : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Maximum Deflection
Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
0.71¢ 1
4x8
1,044.17psi
1,462.50psi
+D+lr+H
Maximum Shear Stress Ratio
Section used for this span
fv: Actual
4.000fl
Span 111
0.063 in Ratio=
0.000 in RaUo =
0.174 in Ratio=
0.000 in Ralio =
Fv : Allowable
Load Combination
Location of maximum on span
Span# where maximum occurs
1534 >=360
0<360
552 >=240
0<240
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios Moment Values
Segment Length Span# M V Cd Cm C; Cr Cm C1 CL M fo -~-------------------------
.O<li
Lenglh • 80 tt 0.635 0.266 0.90 1300 1.00 1.00 1.00 100 1.00 1.71 66B.45
.O+l <ii 1.300 1.00 1.00 1.00 1.00 1.00
Lenglh•~Ott 0.678 0.2B4 1.00 1300 1.00 1.00 1.00 1.00 1.00 2 03 793.69
-tO-tlr+H 1.300 1.00 1.00 1.00 1.00 1.00
Lenglh • 8.0 tt 0.714 0.299 1.25 1.300 1.00 1.00 1.00 1.00 1.00 2.67 1,044.17
.+O+S+H 1.300 1.00 1.00 1.00 1.00 1.00
Lenglh • 8.0 tt 0.497 0.208 1.15 1.300 1.00 1.00 1.00 1.00 1.00 1.71 66B.45
,0-,{) 750Lr<{).750L <ii 1.300 1.00 1.00 1.00 1.00 1.00
•
F'b
0.00
1053.00
0.00
1170.00
0.00
146250
0.00
1345.50
0.00
Design OK
0.299 : 1
4x8
67.34 psi
225.00 psi
+D+Lr+H
7.416fl
Span# 1
Shear Values --~--
V r.. F',
0.00 0.00 0.00
0.73 43.-: 1 162.00
000 0.00 0.00
0.87 5119 180.00
0.00 0.00 0.00
1.14 6734 225.00
0.00 0.00 0.00
0.73 4311 207.00
0.00 0.00 0.00
.... .,n .,,...,.,,. ............. -...... ~ .........
••-u.,..-u,.A~ ..... , ... ., ....
.. .,. •• ...... v ........ P • .,.. D ........ , •• , CA ..... 0 ....
T• .. • ,.,, .... , •••••"•• .................... , ......... ..
[wood Beam
1•11 •
142 Channel Rd
Carlsbad 92011
Description : door enlargement header 8ft
Load CombinaUor. Max Stress Ratios ~-------Span# M V Segment Lenglh
Length • 8.0 ft
.0,0.750L ,0.750S+H
Length• 8.0 ft
1 -~o--=.7cc14-~o--=.29°"9
.0,0,60W+H
Lenglh • 8.0 ft
.0,0.70E+H
Length• 8.0 ft
.0,0. 750Lr,0. 750L ,o 4 50W+H
Length • 8.0 ft 1
.0,0.750L,0,750S,0.450W+H
Length = 8.0 It 1
<0,0.750L ,0,750S,O .5250E+H
Lenglh • 8.0 It 1
,0.600,0.60W,0.60H
Length • 8.0 ft
,0.600,0.70E,0.60H
0.567 0.238
0.357 0.150
0.357 0.150
0.558 0.234
0.407 0.171
0.407 0.171
0.214 0.090
Lenglh = 8.0 ft 1 0.214 0.090
Overall Maximum Deflections
Load Combination
<0,0. 750Lr,0.750L ,0.450W +H
Vertical Reactions
Load Combination
Overall MAX1mum
Overall MINimum
<O+H
<0->l--H
<0->lr+H
-t-01-S+H
<0,0.750Lr,0.750L +H
<0,0.750L ,0.750S+H
<0,0.60W+H
<0,0.70E+H
<0,0. 750Lr,0, 750L ,0 .450W +H
<l),O 750L ,0.750S,0.450W--H
<0,0.750L ,0.750S,O 5250E""1
,0.600,0,60W,0.60H
,0.600,0.70E,0.60H
oon~
Lr Only
LOnly
SOnly
WOnly
EOnly
HOn~
Span
Cd CFN C; c,
1.25 1.300 1.00 t.00
1.300 1.00 1.00
1.15 1.300 1.00 1.00
1.300 1.00 1.00
1.60 1.300 1.00 1.00
1.300 1.00 1.00
i.60 1.300 1.00 1.00
1.300 1.00 1.00
1.60 1.300 1.00 t.00
1.300 1.00 1.00
1.60 1.300 1.00 1.00
1.300 1.00 1.00
1,60 1300 1.00 1.00
1.300 1.00 1.00
1.60 1.300 1.00 1.00
1.300 1.00 1.00
1.60 1.300 1.00 1.00
Max.•.· Defl Location in Span
Cm
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Project Title·
Engineer:
Project Descr:
CI CL
1.00 1.00
1.00 1.00 mo 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1,00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00
1.00 t.00 1.00
1.00 1.00 1.00
Load Combination
---0.1~-·-4.029. ·--------·
Spart res rear door enlargement 6
rms Proiecl ID: Size 8ft header for new door
18-105
Pnnled 5 FE6 2c~e 6 04PM
FOe • Cc\U&e1S\ssa,oie\JJQCUME•11ENERCA·1\20111SM-1.EC6
ENERCAlC, INC \983-2017, S.i~:10.17.1210, Ver.\0.17.12.10
• I ' .
Moment Values Shear Values
M lb F'b V Iv Pv
2.67 1,044.17 1462.50 1.14 67.34 225.00
0.00 0.00 0,00 0.00
1.95 762.38 1345.50 0.83 49.17 207.00
0.00 0.00 0,00 0.00
1.71 668.45 1872.00 0.73 43.11 288.00
0.00 0.00 0.00 0.00
1.71 668.45 1872.00 0,73 43.11 288.00
0.00 0.00 0.00 0.00
2.67 1,044.17 1872.00 1.14 67.34 288.00
0.00 0.00 0.00 0.00
1.95 762.38 1872.00 0,83 49.17 288.00
0.00 0,00 0.00 0.00
1.95 762.38 1872.00 0.83 49.17 288.00
0.00 0.00 0.00 0.00
1.02 40\.07 1872.00 0.44 25.87 268.00
0,00 0.00 0.00 0.00
1.02 401.07 1872.00 0.44 25.87 288.00
----------rvtax. •+• Defl Location in Span
------0.0000 0.000
SupJX)rt notation Far left is #1 Values in KIPS ------Support 1 Support 2 ---1.334----,:334-
0.160 0.160
0.854 0.854
t.014 1.014
1.334 1.334
0.854 0.854
1.334 1.334
0.974 0.974
0.854 0.854
0.854 0.854
1.334 1.334
0.974 0.974
o.974 o.m
0.511 0.512
0.5\1 0.512
0 854 0.854
0.480 0.460
0.\60 0.160