HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 08-00571 - McDonald's Remodel.;O gBRBpgC,'
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CITY OF Certificate of Occupancy
REX
ow
Americas Family Community
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and Occupancy:
Type of Construction:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
Contractor:
Special Conditions:
Occupancy:
City of Rexburg
Department of Community Development
19 E. Main St. / Rexburg, ID. 83440
0800571
International Building Code 2006
175 Valley River Dr
McDonald's
Type V, non -rated
Restaurant
No
Mcdonalds Corp 011/0015
P O Box 807
Rexburg, ID 83440
Langlas & Associates
Assembly -Food and /or drink consumption
This Certificate, issued pursuant to the requirements of Section 109 of the Intemational Building
Code, certifies that, at the time time of issuance, this building or that portion of the building that
Kos inspected on the date listed vies found to be in compliance inith the requirements of the code
for the group and division of occupancy and the use for vihich the proposed occupancy vies
classified.
Date C.O. Issued: April 22, 2009 (02:1
C.O Issued : b y
Building Official
There shall be no further change in the ebsting occupancy classification of the building nor shall any structural changes,
modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved
said future changes.
IJIL L-011 Jl �r:r
Fire Inspecto •
P &Z Administrator: ) a-
Feb. 1 '1009 4;C0PM � Vo. 1103 P. 1
..tta„
q.� C1 rr O:
S a RM 'G Please Complete th Ent!".. Amnlirar;—
h
,1n�erleab rrnr cm+�Mq 0800571
19 E MAIN RE MURG M 8-3*0 McDonalds Remodel
208 -359 -3020 3-326
PARCEL NUMM.R va prov* this for you)
SUMMSION• UNM..,.,,_.— BLOC".,... LOT#_,..
tjdtes io based om the infnrtttndon - mwt be ntaw.x _
nttiwra Arlmr. CONTACT PRONI? #_
PROPERTY
PHONE #,- Halaw (
OWNU MAILING
Work M ) gip - 97 4 ��. Co11(
(I other dun owa V L pre S #!2A' . M W yP, /X►G
(Aplgicmt !f othu than mmw. a smumt at authcg:Wt' appika"t to set eW, vest for twreat most accompany this appticadm )
go L-AXft W j 4 i14I1JQT *4
APPUCANT INFORMATION: ADDRESS Ewa N .
STAI �L..: � U 4 0 33 F �4- a e Ax 45. .5� �n
PHONE #: FIome ( Work (yam • . ^ • • Cell(
� . � ' • ' �' i ii i '�' �.�
REGISTRATION # & M.
Hoar mmy'btdidi4ge are located ors
Did you seceudy pvxehase tbia property? No Yes (If yes, list pwvio u avne6
is thie n lot tiplit? NO YES (Please lft 1 copy ofni
PROPOSED USE. yG' �1A
(Le., $4c pgn* ReaWawe. Mudd F=4 0j Apotdmesu, Remodel,
AppLICANTS SIGNA.TUM CERIMCAMON AND AUTHORIZATION: VadarpcnAhq of pam, t h=cW mdh dvt t
bare e,d ddo appUEatloa snd am dst tbo 12&� hmoda u.awwt and i oven t wimy 4&vffmden vhleh teak hem &-- be O"n by no in htteea Wow the
'Demme sad Zorvoa a mminau of the Ch Covaee lac do Cky of Mahn ab d be ae&wi veld =MCL ].apes to ca®pty Wide d C+wt squk" Lan c h ft
to rbe nth M Mmwaf dim applindoo and bwxb1 ■ud=ied ndM of d" O4 to inert apes "abo.a ®dewed y.opmtp torJarpeedoa. PUP - NO=
'As htddkid of cid Mq vMdta a pule °'rpptve.l bo od tee peodtkxw of tho =3 7aom ad"21 Cade in cum of my fake mrcmme ar udutp zomtodon of fact
by the appik -Adon at an die phoW- tr:b the paendt or appeowi •u bead. pawit oo1d if ooe onetad viddn 399 dar. Parodr.eW if IM Opk amp be 1 eo dar
5igetatyxe of Oaracc /.4ppb�
DATE
Do you prefix to be contacted by &x, rr 4 of hone? CixcJc On
artaortrw- BVaatre twrriaaporr8eonabeosnwertoNSmn
1?Im apw ate e...ams+r ap aw ypua r npo K uw d� er�+aa.u. swaa�lim.aiJ�
d aapa�a IaMipd d Re Pip padppw at. ew �ao�w_ }Ma aDPp�
•®:uQ�a NaaM F«. an eM,c aws ar ' �em4 rwadr ...tee tlyeomraY eve nee pdevar
kgal c6crtptioa of
9/2'd t72026=02T : 0 1 :woJ3 9t7 :ST 6002 -20 -833
Building Safety Department
City of Rexburg
19 E. Main joneilh@rexburg.org Phone: 208.359.3020 ext326
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
OF XB uRC
�� f G
U O
CITY O F
REXBURG
CW
Americus Family Community
Affidavit of Legal Interest
State of Idaho
County of Madison
r�
I, I iG-o t i y
Name Address
City State
Being first duly sworn upon oath, depose and say:
Of Applicant is also Owner of Record, skip to B)
A. That I am the record owner of the property described on the attached, and I grant my
permission to:
Name Address
to submit the accompanying application pertaining to that property.
B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any
claim or liability resulting from any dispute as to the statements contained herin or as to the
ownership of the property which is the subject of the application.
Dated this
day of V � ' 4�✓ 20 G
Signature
Subscribed and sworn to before me the day and year first above written.
Notary Public of Idaho
Residing at:
My commission expires:
3
Buifing Safety Departmen!
City of Rexburg
19 E. Main ioneilh@rexburg.org Phone: 208.359.3020 ext 326
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
OF gS7CBU�pG
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v o
NFD �
CITY O F
REXBURG
Americas Family Community
Property Lines
Each site plan that is submitted to the City of Rexburg for the Building Permit process requires that property lines
are shown accurately. It is the Developer's responsibility to correctly identify on the site plan the location of these
lines in reference to the public right -of -way, other adjoining property lines, the street, other structures and all utility
lines. The Developer should find property pins that are still available at the lot in question. If these pins do not
exist or have become unrecognizable then a new survey should be performed.
Accurate property line information is a must for a timely review. In addition to finding existing property pins, legal
descriptions should be checked. The best way to identify property line location is with a land survey. The City of
Rexburg has aerial photos and a parcel line layer that can be checked, but they are only a tool and are not
guaranteed for accuracy. If you want to request a copy of your lot, see the front counter at the Community
Development Department.
I have read and understand the above requirements.
Signature
Date
Printed Name
No 5 (Te Wog-K' P "Po - D.
4
Feb. 3. 2009 4:CCIPM
•
No. IM V. j
Building Saf Department ���ur4� C t 7 C 0 ?
° REXBURG
19 E Mob► Orwh refl7.019 Phone: 200.959.3030 �b Anurlmy Fam y c aapiknlo
1083440 www.M)bUrR.w_ -___ . FOX Z09.95913M
Remodc&W YoutBuMaglHome (seed Esdmate) 000
SURFAGS SQLA" FO "AG8'•' pmn Include the e:ttedor wU MUM u x=ma of the build4
First Float u..,,A— I 7jn&",ed Baerracat arcQ
Second flocc/lofC ° Finished bseement -
Thw 8 9ft Garar arcs -
Shed or B atrt C CPortlnc& (30" above gpadc
wow meta Qi1at1*r. w.K( 1cWAq -4 Watabdew size: - -- -
Requrrcdlll
.PLUMBING
Plumbing Cwmcens'e Neva us5 /I c_ ualneee Name:
Addr /q 0_! D city O / Stat �-j 3 9
Concoct Phcne: (PO •, 2'C&O B uslaces Phone: (M) �re ' OrDOQ
....... Clothes washing Machine
�_ Spxlaklers
Dishwwk=
Tub /Showm
Floor 2�0 S /NG5
To ct/u I
GwbW Uspos'd
Water Hemoar
- — mot Tub /spa
Water So>�te net
Minks
__._._..•
( AVOOtieB, h it,chms, ber, Im p)
Plumbing Estimate $ 4 , zx (Commerew Oalq)
Q&& tae \ /41 Z- 03 - 0
luquimdl Biwa = of utwNd Cant wwr Llcmae nvmbee Dsn
+AINEo-CaDOO N1, u 3d I c q
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02/20/2009 09:15 2085625
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BUSS MECHANICAL
Building Safety Department
City of Rexburg
79 8 Moin JaneuhOrexbwg o U
ID 83440 www.texburg org
Phone: 208.359 x326
Fox: 208.359.3024
Remodeling Your Building /Horne (need Estimate) $
0� cu*� 1
rYl C DUYYYYt ➢j ,s
SU"ACC SQi7AM FOOTAGE- (Shall include the exterior wall' measurements of the building)
First Floor Amea Unfinished Basement area
Second floor/loft area Fiuished basement area
Third floor /loft Garage area
Shed or Bata Carport/Deck (30" above gtade).EVr
Wat Meter Quantity:
�MW�..i•� °ic�+�•�r. «• a „K+< Water Meter Size:
.Requ11'i ,& /
ljLU"ING
Plumbing Contractor's Namc; .” Business Name: - P)$
Addxcs ?4 6OU lq o 4- c — State 10 zip F33�q
Contact Phone: A - O [n D 0 .B usiness Phone. ( )
Email Ck 0.CL Q 955 f"AC k'4h1 cat . CO A^ ' _ F RYS a 08 - 5 60A - &5 5
EZX7ZJRE COUN"I' (mac rading rovg fi�rtnr�es�
Clothes Washing Maehiue Sprinklers
Disbwasher Tub /Sbowexs
kloox Drain Toilct /Uxival
Garbage Disposal Water Heater
Hot Tub /Spa Water Softener
Sinka
(L nWlies, kitchens, bar, mop)
Plnmbing Retimate $ 41 00 O ,,,.,_ (Commercial Only)
PAGE 01/01
No. 7695 P. 2/3
� o C I T Y Y O f
6 ' R- X B V iz G
,� +,. .• Amerind$ Pwhp'ly Cowmuidlr
-6LA--� Vbg-o 3 _a -0 q
Re"i=X Suntan of Lic=wd Contmctm L=w numbar Date
Building Safety Department
City of Rexburg
19 E Main ionellh@rexburg.org Phone: 208.359.3020 x326
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
Ok 1tE %B CkG
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C I T Y OF
REXBURG
Ow
America' Family Community
OWNER'S NAME
PROPERTY ADDRESS
SUBDIVISION
PHASE LOT BLOCK
Required l!f
MECHANICAL
Mechanical Contractor's Name: Business Name:
Address City State Zip
Contact Phone: ( ) Business Phone: (
Email Fax
Mechanical Estimate $ (Commercial /Multi Family Only)
FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only)
Furnace Exhaust or Vent Ducts
Furnace /Air Conditioner Combo
Heat Pump
Air Conditioner
Evaporative Cooler
Unit Heater
Space Heater
Decorative gas -fired appliance
Incinerator System
Boiler
Pool Heater
Dryer Vents
Range Hood Vents
Cook Stove Vents
Bath Fan Vents
other similar vents & ducts:
Fuel Gas Pipe Outlets including stubbed in or future outlets
Inlet Pressure (Meter Supply) PSI
Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic
Required! Signature of Licensed Contractor
License number
Date
Permit#
.n
r•eb, 1 2009 4: CC PM ` No. 7703 P. I
--w - w
Building Safety Department v
Cllr of Rexburg
19 9 MOh �erehe�rmxba0, oro Pho 208. 359 3020 )026 '•.
Rubus 0 &U40 .rrxbwp.oq Fdr:209.359.3024
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A,00r0T Ainna cmNOWINY
O WNW S NAB Zg " CA ( 1
PROPERTY ADDRBSS 19'5 Asu V s � Petrnit4`# W I
SUBDYVISION
MASH LOT_______,_,_ BLOC ..
.Regrurcdlll ELZECTWIrCAL
EJ�etsical Concraeto>'o �larnc H � L aT B ush=" Name
Addreee f — A PAP �►as ' O City e�h► � t e,, p — $ 32
Cd1 Phone ( ) - =_ B ush = Phone (208)
Fax (z08) 21 I \ leg C
ElectelcAl Eedmote (aaet oleefeF� /e I.baej q`O� (COM MCTAL ONLY)
(lnrdrrbi n8e art y' Avla�d r�ndAa el �� aIB �
7"BS OPffYTT. LU27QN
(NawReddea:tfitlfrefsdla avrry964 cmatfwd MUM dw Mdrlrwft1* wcft6 smd 041IMbad jawjr at cbe =me acme)
RESIDEMIAL ONLY
a *Up to 1,500 aq A- M 0 0 '1,501 to 2,500 sq ft - $120
E3 *A501 m 3,500 mg ft - $160 o 0 3,501 to 4,500 ag £t - 9216
o +°`Over 4,500 eg fl: - $2% plus 1.04 /ag fb d q ft cowl
C3 Exisft Reaidentid (# oEBt&wJ3 Chvilts) - $0 plus $10 per eitoilt: 4 of c twit
a Muhy-Psmilp Onlp # of thin per bdit - $120/ ft + $60 /unit
a Scr*em: Alteadow /Repain that ftqulrn utdity disccimnccdon. (Estbuc applicable fat commetdjo.
a T�mpamrp Conawmion Savic% 200 amp et look one loeatioa (far a period not to emceed i year) - $40
9 Spa, Hot Tub, Swbnmkg Pool - W p}w $40 ggroun&ng gdd where applicable
e Ekctdc Cenual System.+ Hard% and /or Coo* pbes not part ofd say mo4WAad mw vwdvu pmn *
and w aMdoaal Wft - $40
d Modular, Manufactured or Mobile Hoax - $50 phn $10 pet c kuh
m Other Inaulladons: W6dng not ordAcity coed by soy of the above.
Cart of Wtq rd,Labor, $ (ld k fir rbe od f"Ikh t a**d WrdArrr fth# **#g i4 .
n %Wpe pomdnc Water, lropdm Soars,): - h otae Pcwcr
0 Requested Irmpectiew Of eds*g wi4g1 -W/hr 0 hr mWmum) plus $40/hr thetmeer
0 T ---- Atnuaomear /Indnatry $40 phis $10 pert* coneraalon or genemtm
'1oaludam a mudmurn of 31=pwdotu. Add;dwml luspoadc!= ehsegod at geyuefftad iflgMdan M= of $40 pa 6ovr.
'" Includa a multu m of 4 Linlwions. Additional impactions d ss nosed Impecdon ram of yW pa hour.
Of
Caro 4o .1,009
Uccuse nombee r)xft
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Feb, 1 2009 4:C1PM 9
SUB CONTRACTOR USA'
V0. IIUJ 1 7
Excavation & Butbwo ,�..
. n
Floor b '
Covesiaga, �?
ti
special Construction
(Manufacturer or Supplier)
UofTswft
Floor /c akng Jao•
Othw.
9
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T
19 E. Main
Rexburg, ID 83440
ng Safety Department
City of Rexburg
janellh@rexburg.org Phone: 208.359.3020
www.rexburg.org Fax: 208.359.3024
V
C I T Y O F
1XE BURG Cw
America's Family Conmiuniiy
APPLICATION: "CONSTRUCTION PERMIT"
CONSTRUCTION PERMIT #:
PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES /NO
APPROVED BY:
Business Name: /Mc L)0MA L ' S f5_135
Office Address 17 s VALLEY R-W 07L- D 2. 2 5 u " ! �
Office Phone Number: ( .0 , 0 & ) 351 - 37 I '� City State Zip
Contractor Performing the Work: To 8v pETvvM yg rD
Contact Person: Al_ I j L-AkEY Cell Phone # { )
- LOCATION OF WORK TO BE DONE:
Street Address Where Work Will Be Done: 17S_ YG�1e 1.el v e A -11'e—
Business Name Where Work Will Be Done: d
Dates For Work To Be Done: be: c - �ZCV6 To .JAN 2o0
Contact Person:
Phone Number: ( ) Cell # ( )
PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR:
❑ AUTOMATIC FIRE - EXTINGUISHING SYSTEMS
❑ COMPRESSED GASES
❑ FIRE AL ARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT
❑ FIRE PUMPS AND RELATED EQUIPMENT
❑ FLAMMABLE AND COMMBUSTIBLE LIQUIDS
❑ HAZARDOUS MATERIALS
❑ INDUSTRIAL OVENS ED � ❑ LP -GAS I
❑ PRIVATE FIRE HYDRANTS III III NO V 19 2008
❑ SPRAYING OR DIPPING
❑ STANDPIPE SYSTEMS I ITS' n F R U RG
❑ TEMPORARY MEMBRANE STRUCTURES, TENTS,
Applicant's Signature Date
............................................................ ...............................
8
0 0
Transmittal
Stantec Consulting Inc.
4020 Lake Washington Blvd NE Suite 305
Kirkland, WA 98033
Tel: (425) 896 -5959
Fax: (425) 896 -5960
StanWc
To:
Janell
Company:
City of Rexburg BLDG DEPT
Address:
19 E Main
❑
Rexburg, ID 83440
Phone:
208 -359 -3020
Date:
11/17/08
File:
1836798106
From: Martin D. Lakey
Phone: (425) 896 -5941
Fax: (425) 896 -5960
Delivery: UPS Overnight
D
For Your Information
❑
For Your Approval
El
For Your Review
❑
As Requested
Reference: PERMIT SUBMITTAL DRAWINGS
McDonalds #5138
175 Valley River Drive
Rexburg, ID
Attachment:
Copies
Doc Date
Pages
Description
2
Sets of prints
1
Permit application(s
1
Check in the amount of $100.00
1
Stamped envelope for returning receipt(s
2
Structural Calculations
The attached drawings are submitted for your review for building permit.
Please use the enclosed envelope to return the receipt(s).
Please call if you have any questions.
Thanks.
STANTEC CONSULTING INC.
Z"L). ��/
Martin D. Lakey
Job Captain
martin.lakey@stantec.com
C.
- -- - V g
# 2008' ,.
Y OF iREXBU
STRUCTURAL ENGINEERING
'
CALCULATIONS
MCDONALDS RESTAURANT
'
REXBURG, ID.
'
BYA# 08243
'
November 17, 2008
Prepared For:
Stantec
4020 Lake Washington Blvd NE,
'
Suite 305
+
Kirkland, WA. 98033
Ss � o N A t f y�
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a �
1 21
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BRAD YOUNG & ASSOCIATES, INC
�� RA�
STRUCTURAL ENGINEERING
I Design Parameters
Rexburq, Idaho
' Note: The above material properties are typical properties and apply unless noted
otherwise within this calculation package. The materials listed are not
necessarily used in this design. Please see the following calculations for the
' actual types of materials used for this specific design.
I BRAD YOUNG & ASSOCIATES, INC. Copyright 2007 Brad Young & Assoc., Inc.
STRUCTURAL ENGINEERING Print Date: 2008
08243
File Name: 08243.mcd
5070 N. Sixth Street, Suite 132
Fresno, California 93710
(559) 222 -9600 (559) 222 -9633 Fax Engineer: TT
i
McDonalds Restaurant
T.I. - removing interior wall and moving drive thru window
Code
= 2006 IBC
'
Wind
= 105 -C, Iw =1.0
Seismic
= Site Class D
S 0.467, S1 =0.162
1 =1.0
R =2.0
Steel fy (W.F.) A992
= 50 ksi, UNO
Steel fy (Tube) A500 Grade B
= 46 ksi, UNO
'
Steel fy (Pipe) A53 Grade B
Steel fy (Misc.) A36
= 35 ksi, UNO
= 36 ksi, UNO
High Strength Bolts
= A325N
'
Typical Bolts
= A307
'
Concrete f (Foundation)
Concrete f (walls)
= 2500 psi, UNO.
= 3000 psi, UNO
Concrete f (Columns)
= 3000 psi, UNO
'
Concrete f (Floor desks)
Rebar #3 bars
= 3000 psi, UNO
= Gr. 40, fy = 40,000 psi, UNO
Rebar #4 and larger bars
= Gr. 60, fy = 60,000 psi, UNO
Welded Rebar
= A706
Masonry fm
= 1500 psi, UNO
Allowable Soil Bearing Pressure
= 1500 psf(DL +LL)
' Note: The above material properties are typical properties and apply unless noted
otherwise within this calculation package. The materials listed are not
necessarily used in this design. Please see the following calculations for the
' actual types of materials used for this specific design.
I BRAD YOUNG & ASSOCIATES, INC. Copyright 2007 Brad Young & Assoc., Inc.
STRUCTURAL ENGINEERING Print Date: 2008
08243
File Name: 08243.mcd
5070 N. Sixth Street, Suite 132
Fresno, California 93710
(559) 222 -9600 (559) 222 -9633 Fax Engineer: TT
i
McDonalds Restaurant
T.I. - removing interior wall and moving drive thru window
Loading
Roof Loadinq (existing)
DLroof
LL roof Roofing 6 5 PSF
Decking
2.
Joist ... .
..,..
2
C eilin ..
1.8
__.__.�.. ._ _...._,._.�..
Insulation
µM &E &
_
Misc
_3
18:, PSF Dead Load
....... ......... ...................
............. .. .........._,
20 PSF Li\, Load
lb
DL roof DL roof' 2
ft.
LL roof LLroof' lb
lb
DLwall.wood i5•psf
DL wall.cmu := 71•psf
DL roof = 18 lb
2
ft
LLroof = 20 lb
ft 2
lb
DL wall.wood = is 2
ft
lb
DL wall.cmu = 78 2
ft
Snow Load
Per City of Rexburg, the roof snow load is 35 psf.
p := 35 • psf
LLsnow pg
Roof Snow Load
LLsnow = 35 psf
BRAD YOUNG & ASSOCIATES. INC. Copyright 2007 Brad Young & Assoc., Inc.
STRUCTURAL ENGINEERING Print Date: 11/17/2008
5070 N. sixth street, suite 132 File Name: 08243.mcd
Fresno, California 93710
(559) 222 -9600 (559) 222 -9633 Fax Engineer: TT
The following calculations will address the following
1. Removal of existing interior wall and adding new interior wall.
2. Adding new header at drive thru opening.
3. All other work, if required or not addressed in this package, is by others.
No weight is being added to the structure to create additional seismic forces. No
changes to the structures exterior geometry are part of this project and there will be no
changes to the wind forces.
BRAD YOUNG & ASSOCIATES. INC.
STRUCTURAL ENGINEERING
5070 N. Sixth Street, Suite 132
Fresno, California 93710
(559) 222 -9600 (559) 222 -9633 Fax
Copyright 2007 Brad Young & Assoc., Inc.
Print Date: 11/17/2008
File Name: 08243.mcd
Engineer: ry TT
6
Length of roof upwind of drift is less than 25 ft. Use 25ft as the length of the roof upwind
of the drift.
Snow Drift - per ASCE 7 -05 Section 7.7.1
Y :_ (0.13•p + 14•psf) • ft Y = 18.55 1 3
ft
Leeward Case
l u := 25-ft
minimum Lu value
hd.lee := (0. 43. lu• ft 4 pg + 10 —1.5 -ft hd. lee = 1.757 ft
p sf
pd.lee lb
Y'hd.lee pd.lee = 32.583 2
ft
wlee := 4 ' hd.lee wlee = 7.026 ft
Windward Case
l u := 44-ft Low Roof Length
hd.wind 0.43 Fulft 4 p g sf + 10 —1.51 •ft hd.wind = 2.432 ft
N
pd.wind := Y'(4'hd.wind) pd.wind = 33.832 1 ft 2 governs
3
wwind := 4 ' 3 hd.wind) wwind = 7.295 ft
LL snow.drift := pd.wind
ll'ffiN e
BRAD YOUNG & ASSOCIATES, INC.
STRUCTURAL ENGINEERING
5070 N. Sixth Street, Suite 132
Fresno, California 93710
(559) 222 -9600 (559) 222 -9633 Fax
LL lb
snow.drift = 33.832 lb
ft
W = 7.295 ft
Copyright 2007 Brad Young & Assoc., Inc.
Print Date: 11/17/2008
File Name: 08243.mcd
Engineer: TT
Item 1:
A nonbearing interior wall is being removed from the existing structure. Roof trusses
span above the wall and bear on the exterior wall. Add continuous 2x blocking between
the roof trusses to provide out of plane support. New 2x blocking is to be aligned with the
existing interior wall to be removed.
Item 2:
Member 1 - New Opening Header
L := 6.25 -ft
44
wDL := D Lroof' 2 ft + DLwall.wood-3 -ft
44
wLL := LLroof' 2 . ft
44
wsnow LLsnow' 2 . ft
1 1
wsnow.drift LLsnow.drift° 2 wJ
wsnow.total wsnow + wsnow.drift
lb
w = 441 ft
lb
WILL = 440 ft
lb
wsnow = 770 ft
lb
w snow.drift = 123.408 ft
lb
w snow.total = 893.408 ft governs
Use: 6x10 DF #1
See Attached
BRAD YOUNG & ASSOCIATES. INC. Copyright 2007 Brad Young & Assoc., Inc.
STRUCTURAL ENGINEERING Print Date: 11/17/2008
5070 N. Sixth Street, Suite 132 File Name: 08243.mcd
Fresno, Califomia 93710
(559) 222 -9600 (559) 222 -9633 Fax Engineer: TT
'a
1
7
fl
Multi- Loaded Beam( 2006 International Building Code (05 NDS) ) Ver: 7.01.14
Bv: Travis Thomas, Brad Young & Associates, Inc on:
11 -17 -2008: 2:14:38 PM
Project: 08243 - Location: Member 1
Summary:
5.5 IN x 9.5 IN x 6.25 FT / #1 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 62.8% Controlling Factor: Section Modulus / Depth
Required 7.96 In
Center Span Deflections:
Dead Load:
DLD- Center=
0.02
IN
Live Load:
LLD - Center=
0.05
IN = U1537
Total Load:
TLD- Center-
0.07
IN = U1020
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
2794
LB
Dead Load:
DL- Rxn -A=
1414
LB
Total Load:
TL- Rxn -A=
4207
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
1.22
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
2794
LB
Dead Load:
DL- Rxn -B=
1414
LB
Total Load:
TL- Rxn -B=
4207
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
1.22
IN
Beam Data:
Center Span Length:
L2=
6.25
FT
Center Span Unbraced Lenqth -Top of Beam:
Lu2 -Top=
0.0
FT
Center Span Unbraced Length -Bottom of Beam:
Lu2- Bottom=
6.25
FT
Live Load Duration Factor:
Cd=
1.15
Live Load Deflect. Criteria:
U
600
Total Load Deflect. Criteria:
U
600
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
894
PLF
Dead Load:
wD -2=
441
PLF
Beam Self Weight:
BSW=
11
PLF
Total Load:
wT -2=
1346
PLF
Properties For: #1- Douqlas- Fir -Larch
Bending Stress:
Fb=
1350
PSI
Shear Stress:
Fv=
170
PSI
Modulus of Elasticity:
E=
1600000
PSI
Adjusted Modulus of Elasticity:
E -Min=
580000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
1553
PSI
Adjustment Factors: Cd =1.15 CF =1.00
Fv':
Fv'=
196
PSI
Adjustment Factors: Cd =1.15
Design Requirements:
Controlling Moment:
M=
6574
FT -LB
3.125 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
V=
3198
LB
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s)
2
Comparisons With Required Sections:
Section Modulus (Moment):
Sreq=
50.81
IN3
S=
82.73
IN3
Area (Shear):
Areq=
24.53
IN2
A=
52.25
IN2
Moment of Inertia (Deflection):
Ireq=
231.08
IN4
1=
392.96
IN4