HomeMy WebLinkAboutBP, CO & DOCS - 06-00366 - American Construction Supplyn
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;o4gEXatigc! CITY of ~ Certificate of cu anc
---. p Y
U' 9p
~~'~.~ City of Rexburg
America's Family Community p
`~' ~ ~~ De artment of Community Development
19 E. Main St. / Rexburg, ID. 83440
Phone (208) 359-3020 /Fax (2081359-3022
Building Permit No: 06 00366
Applicable Edition of Code: International Building Code 2003
Site Address: 868 Jet Stream Dr
Use and Occupancy: American Construction Supply
Type of Construction: Type V-N, Unprotected
Design Occupant Load: Retail
Sprinkler System Required: Yes
Name and Address of Owner: Airport Commercial Park
2317E 400 N
St Anthony, ID 83445
Contractor: Depatco Inc
Special Conditions:
Occupancy: Mercantile, display and sale of merchandise
This Certificate, issued pursuant to the requirements of Section 109 of the International Building
Code, certifies that, at the time time of issuance, this building. or that portion of the building that
vies inspected on the date listed v-~as found to be in compliance vtith the requirements ofthe code
for the group and division of occupancy and the use for vihich the proposed occupancy vies
classified.
Date C.O. Issued: March 07, 20 10:06AM)
~~~
C.O Issued by:
Building Official
There shall be no further change in the existing 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.
Water D
!:
Electrical Department
~;OE 4EXBUgCl9
UJ~
~,HEQ
CITY o F Certificate of Occu paricy
~~UR~r City of Rexburg
AmericdsFamityCommunit}- Department of Community Development
19 E. Main St. / Rexburg, ID. 83440
Phone (208) 359-3020 /Fax (208) 359-3022
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:
06 00366
International Building Code 2003
868 Jet Stream Dr
American Construction Supply
Type V-N, Unprotected
Retail
Yes
Airport Commercial Park n~ V
2317 / "
E 400 N
St Anthony, ID 83445
Depatco Inc
Mercantile, display and sale of merchandise
This Certificate, issued pursuant to the requirements of Section 909 of the lntemational Building
Code, certifies that, at the time time ofissuance, this building or that portion of the building that
tees inspected on the date listed vies found to be in compliance tnith the requirements of the code
for the group and division of occupancy and the use for v~hich the proposed occupancy wes
classified.
Date C.O. Issued:
C.O Issued by:
March 07, 20 10:06AM)
c(~
Building Official
There shall be no further change in the e~asting 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.
Water Departent:
Electrical De
•
~4R~%r`pC
r~ Ci1'F (7F
v.} ~ ~~~
--- ClY ~~..._
Arrerirx's Earnily G+mm:srrify
March 30, 2007
To File: 06 00366
Planning and Zoning, final site visit for the new American Construction Supply
On March 20, 2007, Planning and Zoning performed a final inspection for issues
regarding the approved site plan. The following items (Please see attached site plan with
review notes for clarification) are those that are outstanding and should be addressed in
order to consider the project completed:
1) Perimeter fence needs privacy slats.
~} Trash receptacle needs to be screened.
~ 3) All landscaping must be installed including a crosswalk.
~ 4) Community features need to be installed (i.e. park bench & flag pole).
~' S) Area between fence and sidewalk (on the west side of the lot) needs to be an
impervious surface and landscaped (15 feet in width).
The Planning and Zoning Department would request that a temporary certificate of
occupancy be issued that is valid until June 1, 2007 in order for the development to
resolve the above stated issues.
~4GG ~~"~~ ,~~~
~ s ~F - ~s
,~.'
Gary Leikness Planning and Zoning Adminirtrator 19 E. Main Rexburg, ID 83=F-10 P. O. Box 280
Phone (208) 39.3020 ext.31-1 Fax (208) 39.3024
garyl@mxburg org w~vrv. rzxburg. org
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J'~ Sri\06174 American Construction\3.0 Design\3.1 CAD\Besemap.dwg, C-i, 7/19/2006 9:48:32 .AM, 1;1
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CITY OF KEXB UAG
BUILDING PERMIT APPL:
19 E MAIN, REXBURG, ID.
208-359-3020 X326
PARCEL NUMBER:
SUBDIVISION:./>li~~~.~; T
~i
[CATION Please 06 003 66
83440 If the quea .
Amerlcan Constructlon Supply
j W r_,.. _ ~ ~..i
~"~>L,GS.~z-Pc,% .~'~:UNIT# BLOCK# LOT# !~ ~~'
is based on the information -must be
OWNER NAME.• G`~~~ ~~~rS ~:,C. ~ CONTACT PHONE #
PROPERTY ADDRESS:. ~ ~D~ (~'~'~ S~,~YYI ~~
PHONE #: Home ( ) Work ( )G~~/- :~~~,~ Cell ( )
OWNER MAILING ADDRESS:C~~ •!~'c~`>~` ~~~ CITY: /CZ1Ca'~'•~ ~ STATE:/ ZIP: ~~ %~.s^'
EMAIL FAX ~~`/~ ~~~`~~
APPLICANT: (If other than owner) - ~~~ - cx;/~.c, ~ j~,~,,,.
(Applicant if other than owner, a statement authorizing applicant to act as agent fox owner must accompany this application.)
APPLICANT INFORMATION: ADDRESSd3/7 ~ • ~~ r~ F CITY: ~J'~;~.tJ~`7~rJ,~'
STATE; /'~ ZIP ~.~YS~~S y EMAIL FAX ~~~^ ~~/,3
PHONE #: Home
Work (~.~)_ ~~Y-.S ~-~ C Cell
CONTRACTOR:
MAILING ADDRESS: ~=~i ~ l= , 4%~2°~ ~~{,/, CITY%.~'Tf,~w~; STATE 1~ ZIP ~~~~
PHONE: Home#
Work#~-~~.~~ Cell#
Fax# ~~+ `1~~ ~~ ~ ~
EMAIL IDAHO REGISTRATION # & EXPIRATION DATE ~'C~
How manv buildings are heated nn this nr~nPrtc:?
Did you recently purchase this property?~ Yes (If yes give owner's name,
Is this a lot split? ~ YES (Please bringicopy of new legal description of property)
PROPOSED USE: ~~~'?'~~ ~.:~>/
(i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.)
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: under penalty of perjury, I hereby certify that I
have read this application and state t :on herein is correct and I swear that any information which may hereafter be given by me in hearings before the
Planning and Zoning Commis or the City Council or ity of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating
to the subject matter of this a plicati and re authorized r tadves of the City to enter upon the above-mentioned property for inspections purposes. NOTE:
The building official may rev rnut a o is e rovisions of the 2003 International Code in cases of any false statement or misrepresentation of fact
in the application or on t plan r was ased. Pernut void if not started within 180 days. Pemut void if work stops for days. ~
c.~ C __
~~
Signature of Owner ~ t
Do you prefer to be contacted email o~~hgy Circle One
WARNING -BUILDING PERMIT MUST BE POSTED STRUCTION SITE!
Plan fees are non-refundable and are paid in full at the time of ap a ' beginning anu 1 200
City of Rexburg's Acceptance of the plan review fee does c titu(~~an o
**Building Permit Fees are due at time of application** **Building Per its ar void if your check does no c ear
CITY OF REXBURG ~ 2
of gExauRC •
a fd C~ OF
U ~ 90
N~ REXBURG BUILDING SAFETY DEPARTMENT
~ ~' 19 E. Main (PO Box 280) Phone: 208-359-3020 x326
B~ ~ 5 N E O ~ 00, America's Family Community Rexburg, Idaho 83440 Fax: 208-359-3024
www.rex ~bure.ore ianellhCc7~, Rxburg owe
Affidavit of Legal Interest
State of Idaho
County of Madison ' r
Name Address
City State
Being first duly sworn upon oath, depose and say:
(If 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 l `~'
Subscribed and sworn to before me the day and year first above written.
Notary Public of Idaho
Residing at:
My commission expires:
3
_ NO. JO I ~ N, L
. ~ ~.
Please complete the entire .~ppJication!
It the ~nestiaa does not apps
NAME
PROPERTY ,9,DD • rg O~ 0~~~
sv~Dlviszo~r American Construction ~u I
~~~ usuts; Ps~scsl Acres; PP Y
SETBACKS ,
FRON'T_ ~ L~ .~.._ SII?E ~.~ ~ SIU Bra f' ~ ~ ,~'S ~
RernodeLing ~'otrr Buildir,~~/~}c~,~ ~~.ted Est~rau} S
SU~4,FACESQUA~?~EXDOTAfsE.• (Sha11 include the extt-zior mall measurements of tht b,.dldyng) .
1`ltst FlOOtr Area C'J,G:/~ ~ ,~~' [lnfissished }3a6GII'lei2i area
Seccmd floor/14ft area Finished basc~aeot area
Third floor/loft area Garage area
Shed or B
~~4~~ Carpar~/~F (30" abo~ae ~ade~}1TM ~.~e~
kDate:Meter Quantity: ~ xn.~.,~ :.~MM..~::__~_~,~~w:. f ~.
aPate~ Meter Side:
P.L I~~1B.l1VG
Plumbing C~antcactar's IVctmue: ~~.~ ~~~ Business Name: C
A~dTC4S / "c ~~
~~'' ~ Ssatc 'p~~~~~
Co~atact Pbarie: ( j, ~ S~~ 77l'
.~ _..~._--- - --- - _..-- _ Business Phase: ( ) ~ S--/_~~
Fay ~T=-~~'~------ •-- ..~--~----- ---
Pl~1T,lRE COUN~~;~, c ud~ng.,m~r ~hed,~cu~e~1
Clothes Waskzng IV~ar~iine
I?isbtapashrr
.~, F'looz llxain
~~_ Garbage Disposal
Hvt ~'ub/Spa
~,_ Sins
(I.a.V'atvriCS, kitcbcDs, has, mop)
Plumbing EBtiaQate ~_'Z.5'~O , (Commercial, Only)
~~
u~ ~ r~~~, ~~~.~29~~
~ ~~~ oELiceaeed Co~ehsener Jic~ase Aurab~er
The Ct of 1~sxdx~g :rprmritfsa ,nbsdm4 Albs dater sr ~irt~
~e~~ aoo/loo~d ~0~-1
i00
~i Sp~ets
Tub/Show~ess
~, TaileclU
WaLs
~od~~
1 3 ZOOl
CITY OF REXBURG
the State ~lld®,Go
-woa~ wvzz=ao snot-ei-avw
X~d iZ~80 LOOZ/Ci/CO
• •
Please complete the entire Application!
If the question does not apple
NAME
PROPERTY ADDRESS
SUBDIVISION
Dwelling Units:
06 00366
American Construction Supply
Parcel Acres:
SETBACKS , !
FRONT ~ ~ SIDE ~.~~`" l SIDE ,Z®lJ ~' ~ BACK .~~
Remodeling Yout Building/Home (need Estimate)
SURFACE SQUARE FOOTAGE.• (Shall include the exterior wall measurements of the building)
First Floor Area ~~~~ ~ ,S~ Unfinished Basement are:
Second floor/loft area Finished basement area_
Third floor/loft area Garage area
Shed or Barn Carport/~eel~ (30" above
Water Meter Quantity:
' "' Water Meter Size: ~ ~~
Required!~~
PLUMBING
Plumbing Contractor's Name: Business Name:
Address City State Zip
Contact Phone: ( ) Business Phone:
Email
FIXTURE COUNT (Incl_ udvz~ roughed fixtures,
Clothes Washing Machine
Dishwasher
Floor Drain
Garbage Disposal
Hot Tub/Spa
Sinks
(Lavatories, kitchens, bar, mop)
Plumbing Estimate $ ~_~~~ (Commercial Only)
Required! Signature of Licrnsed Contractor
The Citv of I~
license number Date
permit fee schedule is the .came as required by the State of Idaho
Sprinklers
Tub/Showers
~ Toilet/Urinal
Water Heater
Water Softener
4
Ivi31,. /, dUU! ~~ 40MV1 IVD, ]C 1 I r. ]
Phase eQ.tnplete the ent;~~Agplieation~ Xf rbe quegoion does ~pp~+ feu is 1VA for ~n
app~ic~ile
\IAME
PROPER;["Y ADDRESS ~ flQ~~~
SUBDIVISION Af'f1~riC3n Construction Supply
~equirec~!!~~ 11 ~~'G.~~l~T.r ~.~.t,
Mechanical Contractv~'s Name: ~,~~~~g'f ~~rrjr //o/ ~~Pa~~.~g~aess Naeoe:
Address ~ ~ _ 7S ~ City J v/ State ~~c~ ~' .ip- 3~fC
Contact l~hoac: (Z~) .353- g 7 70 Buaiaess Phone: ( )
~~ Fns .~53 ~ ~ 7 7 6~
MeehaaiealEatImate $ ~ ~8~ (Cammercisl,jMuki, Famiiy ~Jsily)
FI,~3'U1,~ES &APPLlAlVCES CpUh~'i' (~rn~1e FamllyAw~~ d-ri/,y)
Fuevae® E~at~st ar Vent Ducts
~_ Eut`aaee/Air Coae3itiona Combo
xeat
Air Ccmdizi.o~cr
,Evaporazivc Coolez
!~ Unit Heater
Space T-I+4ater
Deco~sative has-zed appliance
lacineratoz Systea
-~~ - - ---- -- -,.r-,
~.~., Pooi ~e~.~~
D:r9cc Vence
Hooa vaar,
Coot, Stove Vawts
_~ Bath tan vents
oFher similar vets & ducts:
Fuel Gas Fip e Chitl,ets includistg stubbed in os fcmae QutlQts
Ir~t Pressste (Metes Supply} PSI
Htat (Circle all tkat apply) Oil Co~,1 Fireplace Electric Hyd=voic
U 41Aft , 3 ~J
CITY OF REXBURG
' s ed th & A 'c Rio
of el~~, ~mo~t ~g.~ho~. on ~la~8s
~i i" S-M~ ~ I.fi
Requdredl s~ ova Camerseear ~~ aumha ~~
Tb~
lEl-d 200/Z00'd 102-1
zoo ~
Jeli[t~rtk it fht,rt~e ar rngwirrd ~ for Slate
-YIOad WYZZ~BO ZOOZ-El-a1fiY
~e3 ~z~so Loozierico
Please complete the enti~Application! If the ~,~saon aoes~t apply fill in NA for non
applicable
NAME
PROPERTY ADDRESS 06 00366
SUBDIVISION American Construction Supply
Required.!!
MECHANi ~.^ , .
Mechanical Contractor's Name: Business Name:
Address
City State Zip
Contact Phone: ( ) Business Phone:
Email Fax
Mechanical Estimate $ ~. ~c~~ ~ (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
2
Dryer Vents
Range Hood Vents
Cook Stove Vents
Bath Fan Vents
Unit Heater
Space Heater
Decorative gas-fired appliance
Incinerator System
Boiler
Pool Heater
Fuel Gas Pipe Outlets including stubbed in or future outlets
Inlet Pressure (Meter Supply) PSI
other similar vents & ducts:
Heat (Circle all that apply) Gas _ Oil Coal Fireplace Electric Hydronic
~echaxical Siz~nv Calculations must be submitted with Plan & Avp 'cation
Point of Delivery must be shown on plans.
Rcgturedl Signature of Licensed Contractor
The City of Bexburg's
License number
schedule is the .came as
Date
the State
5
a r 1. A fVo, ~ 4
Buil
19 E. Main
Rexburg, ID ®3440
g Safety Department
Cffy of Rexburg
Jonellh~rexburg.olg Phone; 208.359.3020
www.rcxburg.org Fvx:208.359.3024
y0E axe uk~'
~ CITY OP
,,
U ~ I~;~?XBURG
"+. ,, • ~ c , Amc~strcD Faml[y Comrnupiry
APPLICATION: "CONSTRUCTION PERMIT" ~~ ~ ~~~~
CONSTRUCTIO ERMIT #:
PERMIT APPROVED/ NO $50.00 FEE PAID: /NO
APPROVED BY:
-APP T INFO TIO
Business Name: ~' ~ ° y^
OtBce Address: - }~ ~'3~
City state Zip
Office Phone Nuxanber: (j,~~) ~~ (~ - Q ~.o
Contractor Pe,rfozming the Work: ~ ~' ,
Contact Person: ~~« ~ ~~~_~g Cell Phone # (_)
-LOCATTOI~d O WOR O BF' DONE•
Street Add.resa Where Work Will Be Done: ~t o~ ~~~ ~~~~ ~ri UCH
Business Name Where Work Will Be Done: cm~ri t ~ i~~ 5~ri~~~b~ ~t~'~
Dates For Work To Be D ne: ~ `J rug r'l/ ~G~ 'T o~T ~'~ ~,~./ ~~'
Contact Pcrson• ., ~.~ ~- /r ~~ J
Phone Number: ( ) Ccll # () L/U3 = 9Lr .~ .~
PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR:
L. AUTOMATIC FIRE-EXTINGUISHING S~Y'STEMS
O COMPRESSED GASES
0 FIRE .A~LA~RM AND DETECTYON SYSTEMS AND RELA'T'ED EQUIPMENT
-, FIRE PUMPS AND RELA'T'ED EQUIPMENT
FLAMMABLE AND COMMBUSTIBLE LIQT.JIDS
a uA7aRnous MATERIALS
O INDUSTRIAL OVENS
Cl LP-GAS
PRTV'ATE FIRE HYDRANTS
0 SPRAYING OR DIPPING
G ; STANDPIPE SYSTEMS
^ TEMPORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES
Applicant's Signature Date
rrrr~rrrrrrrrrrrrrrrrrrrrrrrrr~rrrr~rrr.•rrrrrrrrrrrrrrrrrrr~rrrrrrrrrrrrrrrrrrrr.rerrrrrr~
7
DECEIVED 03-27-'07 08;47 FF30M- TO- P004/004
gEXBUR
C
O~
~ r
CITY OF
~
v
o
~ ~'VT?Tm(~!
117 V 1~ BUILDING SAFETY DEPARTMENT
T V
~
19 E. Main St.
Phone: 208-359-3020 x326
'B
a0A
`' America's Family Community Rexburg, Idaho 83440 Fax: 208-359-3024
sHEO ` www.rexburg.org janellhCa~rexb~e.ore
APPLICATION: "CONSTRUCTION PERMIT"
CONSTRUCTION PERMIT #:_
PERMIT APPROVED: YES/ NO
$50.00 FEE PAID: YES/NO
APPROVED BY:
BUSINESS NAME:
OFFICE ADDRESS: 23%~ f ~ ~%-w g;--.~vr~ y ~ /~ £~~y~~
City State Zip
OFFICE PHONE NUMBER: (~ .~) 6~ y ~~.~~~
CONTACT PERSON: G=~~G° ~7'v~c~~ CELL PHONE # (~~~,) ~'%:~ ~G~ y'
-LOCATION OF WORK TO BE DONE:
STREET ADDRESS WHERE WORK WILL BE DONE: ~~ ~~~- ~~~~ v%J ~~k. ~,~, Z ~
BUSINESS NAME WHERE WORK WILL, BE DONE: 6~j
DATES FOR WORK TO BE DONE: ~ Z.~G TO ~~ ,/~
CONTACT PERSON:
PHONE NUMBER:
CELL # ( )
PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR:
^ AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
^ COMPRESSED GASES
^ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT
^ FIRE PUMPS AND RELATED EQUIPMENT
^ FLAMMABLE AND COMMBUSTIBLE LIQUIDS
^ HAZARDOUS MATERIALS
^ INDUSTRIAL OVENS
^ LP-GAS
^ PRIVATE FIRE HYDRANTS
^ SPRAYI ING
^ ND I ~ YSTEM
^ _ ,; E STRUCTURES, TENTS, AND CANOPIES
~ /~' ~
LICANTS SIGNATURE A
...........................................................................................
6
Building Safety Department o~a~X"°R~, CITY O F
City of Rexburg ~i ay
~~ ~ ° REXIiURG
19 E Main janellhQrexburg.org Phone: 208.359.3020 x326 America's Family Community
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 '"`b '~~
OWNER'S NAME '~j~,~,y-t "C~ ~,.,~ifl`~tYL~C'(l `~°`~t~i~~ ~'
PROPERTY ADDRESS `~ ;~' ~ Permit# ~ ~~~
SUBD I
IV SION
PHASE LOT ~ BLOCK
Required.!!
ELECTRICAL
Electrical Contractor's Name ~GG'~luC1V'c~ 1~1rV~~~~.y1 Business Name ~ ~ ~~ C~~ ~1^i
Address'~`5~ Yl~rrn ~`~~ LlaS~~ City~„~~~U State ~< Il 1 Zip ~3u~~
Cell Phone (~~j) ~ ~-(~ ~ ~ ~ `~ ~ Business Phone (~) ;~ ~{ ~ ~ a:~X~l
Fax ( ) Email
Electrical Estimate (cost of wiring & labor) $ (COMMERCIAL/MULTI-FAMILY ONLI~
TYPES OFINS7"ALLATION(RESIDENTIAL)
(New Reside'nti/al includes everything contained within the residential structure and attached garage at the same time)
V Up to 200 amp Service*
201 to 400 amp Service*
Over 400 amp Service*
Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year)
Existing Residential (# of Branch Circuits)
Spa, Hot Tub, Swimming Pool
Electric Central Systems Heating and/or Cooling (when not part of a new residential construction permit
and no additional wiring)
Modular, Manufactured or Mobile Home
Other Installations: Wiring not specifically covered by any of the above
Cost of Wiring & Labor: $
Pumps (Domestic Water, Irrigation, Sewage)
. Requested Inspections (of existing wiring)
Temporary Amusement/Industry
*Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour.
Signature of Licensed Contractor License number Date
The City of Bexburg'r permit fee .rchedude is the same as required by the State
7
APPLICATION: "CONSTRUCTION PERMIT" -~.
CONSTRUCTION PERMIT #: ~~ (~~ k~ ~ ~
-~
PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES O
-APPLICANT INFORMATION:
APPROVED BY:
BUSINESS NAME: ~ S ale ~~t,~r.
OFFICE ADDRESS: '?,`fin ~ ~~soo ~. ~~n~~a :s~n~ ~ ~{NZ
City State Zip
OFFICE PHONE NUMBER: (_~~) ~L13- c~_~4~7
CONTACT PERSON: ~dv~:ctti-e~- -~~de ~c-<~~.r~ CELL PHONE # (,:~~ ) ,~u 3 - ~: a ~~7
-LOCATION OF WORK TO BE DONE:
STREET ADDRESS WHERE WORK WILL BE DONE: ~5to`~ ~~~~ `~~,-e.c~,~~ , ; ~ ve.,
BUSINESS NAME WHERE WORK WILL BE DONE: i~mF,r1c_.c:`~ (' ~,~~~ r~ t c~~-t c~~ ~~~~1 J
DATES FOR WORK TO BE DONE: 'l ~ % ~ ~ ] big TO , ~ ~ ~~ J o i~
CONTACT PERSON: z~yw«~d ~md~E;rSea~
PHONE NUMBER: ( ) CELL # (o~~~) o~ ~-13~-C~Z X51
PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR:
^ AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
^ COMPRESSED GASES
C~ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT
^ FIRE PUMPS AND RELATED EQUIPMENT
^ FLAMMABLE AND COMMBUSTIBLE LIQUIDS
^ HAZARDOUS MATERIALS
^ INDUSTRIAL OVENS
^ LP-GAS
^ PRIVATE FIRE HYDRANTS
^ SPRAYING OR DIPPING
^ STANDPIPE SYSTEMS
^ TEMPORARY MEMBRANE STRUCTURES, TENTS, AND
CANOPIES
APPLICANTS SIGNATURE ~ ~
......................................................DATE....~~/ SJ.~.~:..................
Dan Hanna asked what security they have that this will be developed as it ha~een represented. Chairman Dyer
said they have made zone changes in the past upon the condition that the property be developed as presented. If it
does not follow that, then it reverts back to the previous zone.
Chairman Dyer said he thinks this is entirely appropriate fox this property to be changed to MDR1. With the
entryway, the freeway visibility, he would like to see that we get what has been presented instead of eight (S) more
units.
Mary Haley said they approve things as a Commission, and they just assume that what they approve is going to
happen. As she has watched this property, she realized there had been a change of owners here. The privacy fence
they wanted for buffering along the highway has finally gone up. The driveway on the west side feels twice as wide
as the one on the east side. She is concerned about trash collection, since there is no screening of that right now.
The upkeep on the property has degraded over the years, at no fault of current owner. As we talked to the previous
owner, it was also his idea to put in a clubhouse. Our standards are different. The new housing cannot look like
the old housing. She thinks this is appropriate for the area there.
Mike Ricks said he thinks this is a good idea, but he would like to see stipulations that they will build what has
been indicated. This is an appropriate zone. We should maybe put something in there to tie them to no more
density that what is shown.
Chairman Dyer said he would not like it to be too restrictive, but maybe stipulate the positive aspects.
Dan Hanna motioned to recommend to City Council to approve the zone change on this 1.24 acres with the
stipulations that the development follow the concept and density presented. Randall Porter seconded the motion.
Randall Porter suggested we be more specific on the stipulation and specify the drawing presented to them and
dated July 14, 2006.
Mary Haley said she doesn't believe they can stipulate the density. If this is approved, the density is set.
Tohn Millar said whatever density is allowed in MDR1 would be allowed.
Dan Hanna said the developers have demonstrated enough responsibility and commitment to earn his trust that
they will do what they have presented.
David Stein said if they had never even seen the drawing, this would be an appropriate area for MDR1. It would
be preferred that the developer would do a concept like this, but he doesn't feel they should tie them to it in the
motion.
None opposed. Motion carried.
Unfinished/Old Business:
A. American Construction Supply Building -Greg Stoddard
Chairman Dyer said the Design Review Committee has been involved in discussion on a proposed building in the
Airport Business Park. There are some concerns about the situation there that would go beyond what the Design
Review Committee can handle, Greg Stoddard was invited to come and indicate his particular concerns.
Greg Stoddard, representing the Cedar Falls development company and the DEPATCO construction company
He thanked the Commissioners for their time. Two years ago, they had clients looking to rent ox purchase
buildings to use for wholesale, ware~iousing, etc. At that time, there was abou~ne commercial park in town. The
setbacks allowed were not conducive to their development. The City has since realigned the property lines and
made the lots bigger. They could not find any lots in town that would work for the buildings they wanted to build.
They found a location by the freeway on Jet Stream Drive. They looked at the land and what was going on in the
area at the time. The airport, the city treatment plant, the county shops and equipment, a Light Industrial Zoned
area, and Pioneer Equipment were all in the area. They felt this was the best place in Rexburg for their
development. Some of the lots are under an acre, and a couple are an acre and a half.
At that time, they had one client, Platt Electric, who wanted a building. They negotiated with them, bought the
ground, and did the development for them. They had other clients that were very similar to Plat Electric. They
need a very inexpensive building to warehouse and wholesale their supplies. Less expensive buildings are usually
not made of mortar and brick, but mare of a metal building type construction. They built a metal building for Plat
Electric.
Since then, Platt has bought seven (7) of the lots. When they did the subdivision, they had protective covenants.
They tried to make covenants that could be suitable to people like this, while trying to give them some aesthetic
looks.
Since then, the City has developed the Design Standards for structures. He has read through parts of it. They axe
zoned a Highway Business District. With this zone, they fit in the design standards criteria. If they were to change
their zoning to Light Industrial, they would still fall under the same design criteria. In the Design Standards for the
City of Rexburg, reference is made to predominate exterior materials. He read from the code. The standards
exclude them from buildings any pre-engineered steel structures in the city of Rexburg.
When they did the development, they talked with several City individuals, told them what kind of structures they
wanted to build in there. They then zoned it the way they did, feeling they could build the kind of buildings they
wanted in there. Things have changed now so they cannot build inexpensive buildings for clients.
At DEPATCO, they have a client that has purchased two lots and would like to build a building in this subdivision.
The client is American Construction and Supply. They axe a concrete supplier of various tools and products dealing
with concrete. They need a very inexpensive building to warehouse their materials. They met with the Design
Review Board, went through the plans, and tried to find ways to make the building fit closer to the standards. He
said he would like to go through the plans and show them where they hit, where they don't, and what they can
accomplish to try to fit within the guidelines. Given that, there are probably a couple they are going to struggle
with.
Greg Stoddard showed the Commission the building plans. The first issue was the requirement to break up the
facade of the building with jogs or some feature. He proposed adding a covered awning over the entrance on the
side that does not meet the criteria. This would break the building up. He asked if this would meet the criteria.
The awnings would be 4 feet by 6 feet.
Randall Porter asked if they could put in windows to break up the facade. Greg Stoddard said they would be more
than willing to put a window or two in. Chairman Dyer said they have a consensus that this would fulfill the
requirement.
The Commissioners discussed the zoning in this area, and the applicable Design Standards.
Ted Hill declared a conflict of interest. The Commissioners did not see a problem.
Greg Stoddard said the second issue is the predominant building material requirement.
Chairman Dyer said predominance could be interpreted different ways. From an architectural standpoint,
predominance would be what catches the eye. If a metal building incorporates the right architectural features and
treatments, you can come away not thinking of it as a predominantly metal building.
Greg Stoddard said they have tried to doll the building up on the front. He showed the Commission what they
have done. He proposed they put a ribbon along the top of the building to give it a little more detail.
9
• •
Greg Stoddard said the other issue is with the sidewalks and setbacks. They have a fence shown that is pretty close
to the property line. They will have it moved back so there is a 20 foot distance from the street to the fence, and
they will landscape that distance.
Chairman Dyer asked what kind of fence they are putting in. Greg Stoddard said it is a chain link fence with
privacy slats.
Chairman Dyer said the Commission is particularly sensitive to the terminology and physical presence of "bone
yards."
Greg Stoddard said in an industrial park, there will be some of those. They can't get rid of all of it, but there are
measures they can take to take care of them the best they can.
The Commissioners discussed the Design Standards.
Greg Stoddard said one major concern is that the Design Standards don't differentiate between locations. They are
exactly the same.
Randall Porter said after this building is built, the next building may look better than this building. This will
continue. If we can get someone started in the right direction, others will follow. When people drive along the
highway, they will see attractive buildings.
The Commission further discussed the Design Standards.
Greg_Stoddard said the other issue is the pedestrian walkway provided from the public right of way to the principal
customer entrance. They have a sidewalk in the front, and along the street. There is asphalt in between the two
sidewalks. He said they could paint a cross walk from the building to the sidewalk.
Ted Hill said asphalt walkways are all around our city parks. Asphalt works.
Greg_Stoddard said the two major issues are the building jogs, and the predominant building material. Chairman
Dyer said to stay away from building a landing shed over the entry ways. Greg Stoddard said another issue is the
six (6) foot planter area between the sidewalk and the building. They have obtained a foundation permit, and have
already poured the foundation.
The Commissioners discussed the parking situation. The Commissioners discussed the zoning on the property. It
will probably be changed to Light Industrial. The Commission decided since the land would probably be changed
to Light Industrial, this landscape strip is not necessary.
Chairman Dyer said we need to see these requirements on a set of plans before a building permit is issued
New Business:
Compliance:
Non controversial Items Added to the Agenda:
The Commissioners discussed Walgreens.
10
FOUNDATION DESIGN FOR DEPATCO/AMERICAN BUH.DING
REXBURG, IDAHO
For SteelVision Construction
NOTES: 1. Foundation configuration provided by Mike Bressler of SteelVision
Construction.
2. Foundation loads from Behlen Drawings, Sheet 2, Job No. MSOGB, dated
G/21/OG.
1. Exact anchor bolt locations shall be as shown on Behlen Drawings.
4. Concrete 28 da}~ strength shall be 2500 psi minimum. Slump shall be 3-4.5 in.
Reinforcement bazs shall be ASTM AG15 with F}. = G0,000 psi.
5. Concrete construction per ACI-318.
6. Allowable soil bearing pressure = 2000 psf
7. Rectangular piers shown on drawings may be replaced with circulaz piers
formed b}' sonotubes if the reinforcement is the same, the concrete area is equal
to that of the rectangular pier, and there is sufficient cover for the reinforcement
as required b}~ ACI-318.
INDEX
• Detail Pa e
Corner Column Foundation for Frameline 1 2
Interior Column Foundation for Frameline 1 3
Exterior Column Foundation for Frameline 2 4
Interior Column Foundation for Frameline 2 5
Column Foundation for Frameline 3 G
Exterior Column Foundation for Frameline 4 7
Interior Column Foundation for Frameline 4 8
Column Foundation for Frameline 5 9
3336
~/~/o~
~~ o~
i•
JUL 2 0 2006
CITY OF REXBURG
ENDWALL
~13' I
I
I
I
I
I 1
I I
I ~
TYPICAL STEMWALL REINFORCEMENT
I ~ #4 VERT. BARS 16' O.C. AND
I ( 4 #4 HOR[Z. BARS CONTINUOUS
I I EVENLY SPACED IN WALL
I ~4"
4'-6 ' SD. I o o I~
I ~__
I ---
- -
10"
PLAN VIEW ~SIDEWALL
12,
3/4' DIA. ANCHOR BOLTS
18' TOTAL LENGTH
GRADE
3'-0'
6 #3 TIES 4 IN AREA OF ANCHOR BOLTS,
THEN 2 MORE AT 10' O.C.
FLOOR SLAB
I I
1P' I I
~- L-----------1
~ 4'-6' SQ.
4 #4 BARS. EXTEND TN TO 2'-0'
FOOTING AS SHOWN.
4 #5 BARS EACH WAY
IN ENLARGED FOOTING
SECTION
,i DEPATC^/AMERICAN BUILDING
C^RNER C^LUMN E^UNDATI^N F^R ERAMELINE 1
7/01/06
•
4'-6' SD.
hk4 HAIRPIN BAR. EXTEND
3' IN70 SLAB.
BALL REINFORCEMENT
16' O.C.
aRS CONTINUOUS
D IN WALL
• L2' 3/4 DIA. ANCHOR BOLTS
-1H'--I
#4 HAIRPIN BAR INTO SLAB
GRADE 6 #3 TIES; 4 IN AREA OF ANCHOR BOLTS,
- ~ THEN MORE AT !0' O.C.
3'-0'
4 #4 VERT. BARS IN CORNERS
OF ENLARGED WALL
I I
I2' I I
f 4'-6' SD.
4 #5 BARS EACH WAY IN
ENLARGED FOOTING
SECTION
DEPATC^/AMERICAN BUILDING
INTERI^R C^LUMN F^UNDATI^N F^R FRAMELINE 1
7/01/06
PLAN VIEW
L_J
7'-0` SQ.
#5 HAIRPIN; EXTEND MIN,
^F 4' INT^ SLAB,
I I ~
~~ -~~~ 18' WIDE SIDEWALL F^^TING
PLAN VIEW
• SIDEWALL
~14'
r ~
J~'
~~ SIX 3/4" DIA, X 18' ANCHOR B^LTS,
I I
I
S #3 TIES, PLACED AS SH^WN
I I
I i #5 HAIRPIN INT^ SLAB
I I
I I
I
I
I
I
I 24•
4 #6 VERTICAL BARS, EXTEND
INT^ F^^TING AS SHOWN I
I
12I'
t
7'-0' SQ. 6 #5 BARS EACH WAY
SPACED AS SHOWN
SECTI^N
. DEPATC^/AMERICAN BUILDING
EXTERI^R C^LUMN F"^UNDATI^N F^R FRAMELINE 2
7/Ot/06
•
•
5'-0" SQ. 10"
0 0
PLAN VIEW
rn~in ni~r nrn ~~ +r?• ANCH^R B^LTS,
H^WN
4 #5 VERTICAL B
INT^ F^^TING AS
SLAB
5'-0" SQ. ---I
SECTI^N
ZS EACH WAY
SPACED AS SH^WN
DEPATC~/AMERICAN BUILDING
INTERIOR CGLUMN EGUNDATION FOR FRAMEEINE 2
7/01/06
•
#6 X-TIE BARS
7'-i
~ ~ i
~ ~ I
18" WIDE SIDEWALL F^^TING
•
PLAN ~/IEW
8' {x-12'
r__,
I
I ~
i
~ i
i i
i ,
GRADE ~
i
~I i
i
i
i
i
i
I
SIDEWALL
FOUR 1' DIA. X 18' ANCHOR B^LTS.
5 #3 TIES; 4 IN AREA ^F ANCH^R B^LTS,
AND 1 AT 10' ^.C.
2 #6 X-TIE BARS AR^UND ^PP^SITE C^LUMN
ANCH^R BOLTS; PR^VIDE MTN, ^F 3' C^NCRETE
COVER ALL AR^UND.
4 #6 VERTICAL BARS, EXTEND -
INT^ F^^TING AS SH^WN i
24'
16'
7'-^" SQ.
•
SECTION
8 #S BARS EACH WAY
SPACED AS SHOWN
DEPATC^/AMERICAN BUILDING
C^LUMN F^UNDATI^N F^R FRAMELINE 3
7/Ol/06
•
PLAN VIEW
C7
SECTION
ON WALL REINFORCEMENT
l6" O.C.
S CONTINUOUS
IN WALL
EWALL
2EA OF ANCHOR BOLTS,
RS IN CORNERS
JALL
4 1F5 BARS EACH WAY IN
ENLARGED FOOTING
S DEPATC^/AMERICAN BUILDING
EXTERI^R COLUMN F~^UNDATI^N F^R ERAMELINE 4
7/01/06
3/4 D[A. ANCHOR BOLTS
•
'ARTITION WALL REINFORCEMENT
BARS l6' O.C.
IZ. BARS CONTINUOUS
;PACED IN WALL
•
3/4 DIA, ANCHOR BOLTS
n
HOLTS,
RS EACH WAY
D FOOTDVG
SECTI^N
. DEPATCO/AMERICAN BUILDING
INTERIOR COLUMN FGUNDATIGN FOR FRAMELINE 4
7/0 V 06
PLAN VIEW
~~
U
•
4'-0" SQ.
PLAN VIEW
-IAIRPIN BAR; EXTEND
IIN, INT^ SLAB
~rn.o -~ i~" nrn ~ 18" ANCHOR BELTS.
SHAWN
BAR INTO SLAB
4 #S VERTICAL BARS, EXTEf~
INTO F~~TING AS SHOWN
JAL 11LJN
24"
12"
.~ n-r Lni.a ~nCH WAY
SPACED AS SHAWN
DEPATC^/AMERICAN BUIEDING
C^LUMN F~^UNDATI^N E^R ERAMELINE S
7/OL/06
<;~~
DESfGN LOADS
FOR
Building Code IBC 2003
Live Load 50.0 psf Ground Snow Engineering Dept.
35.0 psf Roof Snow (42 psf on unheated part) Behlen Mfg. Co..
Exposure Factor (Ce} = 1.0 Columbus, Nebraska
Thermal Factor (Ct) = 1.0 Phone : (402j 564 - 3111
(for unheated part, Ct = 1.2) Fax : (402) 563 - 7286
M5068 / M5068A
•
Wind Velocity
Collateral Laad
Occ. Cat.
Seismic Zone
STRUCTURAL DESlG~! CALCULATlOf~S
STEEL VtSlON CONSTRUCTION
DePATCO /AMERICAN
REXBURG, ID 83440
Importance Factor (I) = 1.0
D.0 psf Rain on Snow
90 mph Exp. C
Importance Factor (l) = 1.0
6 psf
I I
SS = 51.1 (%g) S~ = 16.5 (%g}
Sds = 0.474 Sd~ = 0.236
Use Group = I Site Class.=D
Seismic Design Category = D
Basic Structural System: Moment Resisting Frames
Analysis Proc.=Sec. 1617.4
ENGINEER'S CERTIFICATION IS STRICTLY LIMITED TO STRUCTURAL
COMPONENTS DESIGNED AND FURNISHED BY BEHLEN MFG. CO.
CERTIFICATION EXTENDS ONLY TO THE DESIGN LOADS AND STANDARDS
INDICATED ABOVE. CERTIFICATION DOES NOT EXTEND TO FOUNDATION,
MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE PROTECTION DESIGN OR
OTHER ASPECTS OF CODE COMPLIANCE NOT SPECIFICALLY REFERENCED BY
THE MANUFACTURER'S ORDER DOCUMENTS. CERTIFICATION SHALL NOT
EXTEND TO BUILDING ERECTION SUPERVISION OR INSPECTION.
~fu~~~
t
•
INDEX
•
TITLE
Commentary
Sheeting
M5068 lmain buildin
Sidewalis
Endwails
Roof
Rigid Frames
M5068A
Sidewalis
Endwalis
Roof
Section Properties
i~
PAGE
1
2
3
4-7
8-9
10 - 15
16
17-20
21 - 22
23
11053
~ P,Z' ~Q
r 9TF p F \p ~~-
\RY 1.`N~
L~~~d~~:
•
CQMI'~IENTARY ON THE DESIGN
OF THE
BEHLEN RIGID FRAME BUILD!1~1G SYSTEM
All structural steel members are designed in accordance with th.e Manual of
Steel Construction, 9t~ Edition, of the American Institute of Steel Construction.
Cold formed members are designed in accordance with the Specification for
the Design of Cold Formed Steel Structural Members, 1996 Edition, of the
American iron and Steel Institute.
Longitudinal wind stability is provided by cable (or rod} "X" bracing, fixed base
wind columns or portal frames in the plane of the walls as required.
Appropriate loads and combinations of loads are applied to the main frame
and the building components (rake beams and columns, purlins, guts .and
panels) in accordance with the referenced code on the cover sheet.
•
Sheet ~ of 2~
S°AG S e I2' = 36" C~'JERAG~
I lt" 7" 3" 7" .1!
3, ~" ll0~~15 1~ .116 i1o~ ="_ -
j~~' ~ ~
i 6 ~ I~ ' ~i ~ y ~~ I
~ I e~,° / 3C°
i T ~ i
5/16" -5/l6"
~i/i6'
5/l0",
T _ ~
~ ~ iG
1/8°~ ~"~
1'16
n n n~ _ ~ rfn d nh_7 (lr~nncitF?1
SECTION PROPERTIES
TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION
NEL GAUGE THICKNESS WEIGHT Fy Fb Ix Sx Ix Sx
PA T
(Ili} (P.S.F) (K.S.L) (K.S.I) IN4/FT. IN3/FT IN4/FT. IN3/FT.
26 0.0179 0.93 80.0 36.0* 0.0394 0.0446 0.0231 0.0373
26 0.0179 0.93 50.0 30.0 U.0394 0.0446 0.0241 0.0379
24 0.0234 1.21 50.0 30.0 0.0521 0.0590 0.0341 0.0514
Based on Fy = 60 ksi
5 l6" DIA. HOLS -' 3/~' S 29/31 - -
2 5/16'
7 25/32'
27/32
25/32" 5/6
~7/8'
m 7 3/16'
~~~ 1
i 7 /2" -
19/3
FEMALE 19/32° 4 9/32" 2 77/32"
32" 4 9/32" 5 5/32° 5 5/32"
7
CORRUGATION
2 7
/
23 75/'16' _
75/16'
MAL
CORRUGATION
n ~T
•
--
SECTION PROPERTIES
TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION
GAUGE THICKNESS
(~} WEIGHT
(peS.F) Fy
(K.S.L) Fb
(K.S.I) Ix
IN4/FT. Sx
IN3/FT ~
IN4/FT. Sx
IN3/FT.
24 0.0239 1.22 50.0 30.0 0.3739 0.1567 0.1577 0.0965
•
•
Page 3 0~ 23
_______________ ---------------------
N'.,'~~8 -----Design Loads ror each Bar; ?ding Componen~: 6/12/06 2:21pm
FRONT SIDEUTALL:
---------------
BASIC LOADS:
-----Edge_Stri_p_Ratio-----
Basic Wind Load Ratio Zone Col/
Wind Deflect Factor Width Girt Panel Jamb
i5.9 0.75 1.00 7.50 1.09 1.23 1.06
Cn?I ND PRESSURE/SUCTION:
Wind Wind Wind
Press Suct Long
14.3 -15.7
17.1 -18.6
13.8 -15.1
28.6 -17.4_
BACK SIDEWALL:
---------------
.. Girt/Header
.. Panel
.. Jamb
.. Parapet
BASIC LOADS:
-----Edge_Strip_Ratio-----
Basic Wind Load Ratio Zone Col/
Wind Deflect Factor Width Girt Panel Jamb
15.9 0.75 1.00 7.50 1.09 1.23 1.06
WIND PRESSURE/SUCTION:
Wind Wind Wind
Press Suct Long
14.3 -15.7
17.1 -18.6
13.8 -15.1
28.6 -i7.4
.. Girt/Header
.. Panel
.. Jamb
.. Parapet
•
• =aae 4 0~ c3
M5068 Design Loads Fo-~ Each Bui--ding Component: 5/12/Oc 2:21p?n.
LEFT ENDWALL.
--------------
BASIC LOADS:
Dead Collat Live
Load Load Load
3.0 6.0 16.0
BASIC LOADS F_T EAVE:
Seis_Coeff Seis
Frame Brace name
0.193 0.193 0.00
Snow Bas? c V~7-nC1 Load
Load ~n'ind Deflect
35.0 15.9 0.75
Load ---Torsion---
Brace Wind Seismic
C.48 G.00 0.00
-----Edge_St_~_p_Ratio-----
Rat1p ZOne CO1/
Factor Width Girt Panel Jam:
i.00 7.50 1.09 1.23 i.07
WIND PRESSURE/SUCTION:
Tniind Wind
Press Suct
13.9 -15.3 .. Column
14.3 -15.7 .. Girt/Header
13.8 -15.1 .. Jamb
17.1 -18.6 .. Panel
28.6 -17.4 .. Parapet
• WIND COEFFICIENTS:
Surf Rafter_Wind_1 Rafter_Wind 2 Bracing_Wind Long Surface
Id Left Right Left Right Left Right Wind Friction
1 0.00 0.00 0.00 0.00 0.41 -0.60 0.00 0.00
2 -1.19 -0.68 -0.83 -0.32 -1.19 -0.68 0.00 0.00
3 -0.68 -1.19 -0.32 -0.83 -0.68 -1.19 0.00 0.00
4 0.00 0.00 0.00 0.00 -0.60 0.41 0.00 0.00
COLUMN & BRACING DESIGN LOADS:
Load Snow/ Rafter_Wind Brace_Wind Long,Column_Wind I Aux_Load
No. Id Dead Co11_ Live Left Right Left Right Wind Press Suct Seise Id Coef
10 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
2 1.OC 1.00 0.75 O.OC 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0 0.00
3 1.00 1.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 0 0.00
4 0.60 0.60 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0 0.00
5 0.60 0.60 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00
6 0.60 0.60 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00
7 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00
8 0.60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00
9 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 i.00
10 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.OG
C7
Page 5 0~ ~~
M5068 __________~°~-fin Loads I'or Each Building Component. 5/.2/06 2.2,pm
(Left end Wa-~ COnt.-ni12d
RAFTER DESIGN LOADS:
Load Snow/ Rafter Wi_nd Rafter Wind 2 Long I Aux _Load
No Id Dead Coil Live Left _
_
Rigrit Left Right Wind Seis Id Coef
7 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 O.OC 0.00 0 C.00
2 0.60 0.00 0.00 1.OG 0.00 O.UO 0.00 0.00 C.00 0 0.00
3 0.60 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00
4 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00
5 G.6G 0.00 O.OC 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00
6 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00
7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00
AUXILIARY LOADS:
No. Aux Aux No. Add
Aux Id Name Load Id
2 1 ElUNB SL 1 2 1
2
2 ElUNB_SL 2 2 1
2
• ADDITIONAL LOADS:
No. Add Surf Basic Load Fx
Add Id Id Load Type W1
6 1 2 ------ D -0.03
2 3 ------ D -0.03
3 2 WINDLl D -0.10
4 2 WINDL2 D -0.10
5 3 WINDRl D -0.10
6 3 WINDR2 D -0.10
Load
Coeff
0.3C
1.50
1.50
0.30
Fy Mom X Y .. Conc
W2 Co Dx1 Dx2 .. Dist
-0.03 0.08 0.00 40.14
-0.03 -0.08 0.00 40.14
-0.10 0.00 40.00 40.14
-0.10 0.00 40.00 40.14
-0.10 0.00 0.00 0.14
-0.10 0.00 0.00 0.14
•
• --Pace 6 cf 23
_____________----------g---------------- ,-,_-_ y ,. ~ - _
M5068 Desi n Loads F.:r Ea~n 3~'la~nn ~ompon~n'~: 6/"2/06 2:21pm
RIG~?T END"WALL:
--------------
BASIC LOADS:
-----Edge Str1p_Rat1O-----
Dead Collat Live Snow Basic N'ind Load Ratio Gone Col/
Load Load Load Load Wind Defied Factor Width Girt Panel Jamb
3.0 6.0 16.0 42.0 i5.9 0.75 1.00 7.50 1.09 1.23 1.07
BASIC LOADS AT SAVE:
Seis Coeff Seis Load ---Torsion---
Frame Brace name Brace WTind Seismic
0.407 C.i50 8.20 3.10 0.00 0.00
WIND PRESSURE/SUCTION:
Wind Wind
Press SuCL
13.9 -15.3 .. Column
14.3 -15.7 .. Girt/Header
13.8 -15.1 .. Jamb
17.1 -18.6 .. Panel
28.6 -17.4 .. Parapet
• WIND COEFFICIENTS:
Surf Rafter_Wind 1 Rafter Wind 2 Bracing Wind Long Surface
Id Left Right Left Right Left Right Wind Friction
1 0.00 0.00 0.00 0.00 0.41 -0.60 0.00 0.00
2 -1.19 -0.68 -G.83 -0.32 -1.19 -0.68 0.00 0.00
3 -0.68 -1.19 -0.32 -0.83 -0.68 -1.19 0.00 0.00
4 0.00 0.00 0.00 0.00 -0.60 0.41 0.00 0.00
COLUMN « BRACING DESIGN LOADS:
Load Snow/ Rafter_Wind Brace_Wind Long Column_Tn7ind I Aux_Load
No. Id Dead Coll Live Left Right Left Right Wind Press Suct Seisl Id Coef
10 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
2 1.00 1.00 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0 0.00
3 1.00 1.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 0 0.00
4 0.60 0.60 0.00 0.00 0.00 0.00 -0.00 1.00 1.00 0.00 0.00 0 0.00
5 0.60 0.60 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00
6 0.60 0.60 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00
7 1.10 1.10 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0 0.00
8 0.55 0.55 0.00 0.00 0.00 C.00 0.00 0.00 0.00 0.00 0.78 0 0.00
9 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00
10 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00
•
• ---------------------------------------------------?~~--?-C--G?---
_____________ ------------ ~ -P
M5068 ------Design Loads Fcr Each Building Component: 6/1_/06 2:2" m
(R.i ght end wall continued)
•
RAFTER DESIGN LOADS:
Load Snow/ Rafter Wind 1 Ra=ter G~'ind_2 Long I Aux _Load
No Id Dead Coll Live Left _
_
Right Left Right Wind Seis I Id Coe_
9 1 1.00 1.00 1.00 0.00 0.00 0.00 O.OG 0.00 0.00 0 0.00
2 0.60 0.00 0.00 1.00 G.00 0.00 0.00 0.00 0.00 0 0.00
3 G.'o0 0.00 C.00 0.00 1.00 ^v.00 0.00 0.00 0.00 0 0.00
4 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.00 O.GO 0 0.00
5 0.60 G.00 C.00 0.00 0.00 0.00 i.00 0.00 0.00 0 0.00
6 1.00 1.00 0.00 0.00 0.00 O.OG 0.00 0.00 C.00 1 1.00
7 1.00 1.00 0.00 0.00 O.OC 0.00 O.OC 0.00 0.00 2 1.00
8 i.10 1.10 O.i6 0.00 0.00 0.00 O.OC 0.00 0.78 0 0.00
9 1.10 1.10 0.16 C.00 0.00 0.00 0.00 0.00 -0.78 0 0.00
AUXILIARY LOADS:
No. Aux Aux No. Add
Aux id Name Load Id
2 1 E2UNB SL 1 2 1
_ 2
2 E2UNB_SL 2 2 i
2
ADDITIONAL LOADS:
No. Add Surf Basic Load Fx
Add Id Id Load Type W1
6 1 2 ------ D -0.53
2 3 ------ D -0.53
3 2 WINDLI D -0.10
4 2 WINDL2 D -0.10
5 3 WINDRI D -0.10
6 3 WINDR2 D -0.10
Load
COeff
0.30
i.50
1.50
0.30
Fy Mom X Y .. Conc
W2 Co Dxl Dx2 .. Dist
-0.53 0.08 0.00 40.14
-0.53 -0.08 0.00 40.14
-0.10 0.00 40.00 40.14
-0.10 0.00 40.00 40.14
-0.10 0.00 0.00 0.14
-0.10 0.00 0.00 0.14
•
• Paae 8 of 23
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?M5068 Design Loads For Eac_ri Building Component: 6/12/06 2:21~m
ROOFDES.
BASIC LOADS:
Dead C ollat L ive Sn ow Ba sk Wind Lca d Ratio Surfa ce --Seis_C Oe`f-
Load Load L oad Lo ad W ind Deflect Factor Frict ion Frame Frame Snow
3.0 E.0 2 0.0 35 .0 1 5.9 0.75 1.00 0. 00 0.381 0.381 0.20
WIND PRESSURE/ SUCTION :
wind Wind Win d
Press SuCt SUCt ROOF
1C.0 -1_7.1 .. Purlins
G.0 -26.5 .. Gable Ext ensions
10.0 -18.7 .. Panels
9.2 -1.7 -8. 1 .. Lo ng Brac ing, Bu ilding
12.5 -4.0 .. Long Bracing, Wa ll Edg e Zone
28.6 -17.4 12. 7 .. Long Bracing, Fa cia/Pa rape t
EDGE & CORNER ZONE WI ND:
------ --Left End--- ----- ------ Center- ----- ---- ----Right _End--------
t
Sur!ace -
----Co _
eff--- ____
Co° ~{
=~--- ----Coeff---
Id Loc Width Length Purlin Panel Width Purlin Panel Width Length Purlin Panel
2 L 7.50 7.50 1.18 1.68 7.50 1.18 1.68 7.5 0 7.50 1.18 1.68
• C 32.64 7.50 1.18 1.68 32.64 1.00 1.00 32.6 4 7.50 1.18 1.68
R 0.00 7.50 1.18 1.68 0.00 1.00 1.00 0.0 0 7.50 1.18 1.68
3 L 0.00 7.50 1.18 1.68 0.00 1.00 1.00 0.0 0 7.50 1.18 1.68
C 32.64 7.50 1.18 1.68 32.64 1.00 1.00 32.6 4 7.50 1.18 1.68
R 7.50 7.50 1.18 1.68 7.50 1.18 1.68 7.5 0 7.50 1.i8 1.68
PURLIN DESIGN LOADS:
Surf No. Load Live/ Wind Gdind Aux _Load
Id Loads Id Dead Collat Snow Press Suct Id Coef
2 9 1 1.00 1.00 1.50 0.00 0.00 0 0.00
2 1.00 1.00 0.75 0.75 0.00 0 0.00
3 0.60 0.60 0.00 0.00 1.00 0 0.00
4 1.00 1.00 0.50 0.00 0.00 3 1.00
5 1.00 1.00 0.50 0.00 0.00 4 1.00
6 1.00 1.00 0.50 0.00 0.00 1 1.00
7 1.00 1.00 0.50 0.00 0.00 2 1.00
8 1.00 1.00 1.00 0.00 0.00 1 -1.00
9 1.00 1.00 1.00 0.00 0.00 2 -1.00
3 9 1 1.00 1.00 1.50 0.00 0.00 0 0.00
2 1.00 1.00 0.75 0.75 0.00 0 0.00
3 0.60 0.60 0.00 0.00 1.00 0 0.00
4 1.00 1.00 0.50 0.00 0.00 3 1.00
5 1.00 1.00 0.50 0.00 0.00 ~.' 1.00
6 1.00 i.00 0.50 0.00 0.00 1 1.00
7 1.00 1.00 0.50 0.00 0.00 2 1.00
8 1.00 1.00 1.00 0.00 0.00 1 -1.00
9 1.00 1.00 1.00 0.00 0.00 2 -1.00
• Page 9 of 23
-----
M5C68 Design Loads For Each Build,,-ng Component: 6/12/06 2:21pm
(Roof continued)
•
BRACING DESIGN LOADS:
Surf No. Load Line/ Wind Wind Seis
Id Loads Id Dead Collat Snow Press Sllct Load
2 4 I 1.00 1.00 0.75 0.75 0.75 O.OC
2 1.10 1.10 C.i6 0.00 0.00 0.78
3 C.60 0.60 0.00 1.00 1.00 0.00
4 0.55 0.55 0.00 0.00 0.00 0.78
3 4 1 1.00 1.00 0.75 0.75 0.75 0.00
2 1.i0 1.10 C.16 0.00 0.00 0.78
3 0.60 0.60 0.00 1.00 1.00 0.00
4 0.55 0.55 0.00 O.OC 0.00 0.78
AUXILIARY LOADS:
No. Aux Aux No. Add_Load
Aux Id Name Load Id Coef
4 1 ---------- 1 1 0.50
2 ---------- 1 3 G.50
3 ---------- 2 i 0.5C
2 0.50
c~ ---------- 2 2 0.50
3 0.50
ADDITIONAL LOADS:
No. Add Surf Basic Load Fy Dx
Add Id Id Load Type W1 W2 Dxl Dx2
5 1 0 ------ D -35.0 -35.0 0.0 25.0
2 0 ------ D -35.0 -35.0 25.0 50.0
3 0 ------ D -42.0 -42.0 50.0 75.0
4 2 LIVE D -7.0 -7.0 50.0 75.0
5 3 LIVE D -7.0 -7.0 50.0 75.0
Aux_Load
Id Coef
0 0.00
G 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
.. Conc
.. Dist
•
• ________________________________________________________________?ag--10_0-=2~==
M5068 Des-gn Loads For Each Bu=d ding, Component: 6/12/06 2:21~m
RIGID FP~~ME €1.
-------
BASIC --------
!GOADS:
Basic Dell
Dead L ive Snow Collateral Wind Ratio
3.0 1 2.0 35.0 6.0 15.9 0.75
BASIC LOADS AT SAVE:
---- Seism ic----- We ak_ Ax is L Weak _Axis R - -Torsion-- -EW_ Brace--
Load S
pcE F Coef Wind Se s Wind Seis W ind Seis Wind Seis
3.10 _
8. 20 0.7"1 0. 00 O.OG 0.00 0.00 0 .00 0.00 0.00 0. 00
WIND C OEFFI CIENTS:
Serf --Wi nd 1--- - -Wind 2--- Long_W ind Surface
Id Left Right L eft. Right 1 2 Friction
1 0.43 -0.61 0 .79 -0.25 0.00 0.00 0.00
2 -1.25 -0.71 -0 .89 -0.35 0.00 0.00 0.00
3 -0.71 -1.25 -0 .35 -0.89 0.00 0.00 0.00
4 -0.61 0.43 -0 .25 0.79 0.00 0.00 0.00
DESIGN LOAD S:
Load Live/ Live 1--
-Wind -Wind_2-- Long_ Wind -Seism ic-- Aux Load
No. Id Dead Coll Snow Right Lt _
Rt Lt Rt Lt Rt Long Tran Id Coef
• 21 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
2 0.60 0.60 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
3 0.60 0.60 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
4 1.00 1.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
5 1.00 1.00 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
6 0.60 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00
7 0.60 0.60 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00
8 1.00 1.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00
9 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 0.00
10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00
11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 1.00 0 0.00
12 1.10 1.10 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0 0.00
1_3 1.10 1.10 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0.78 0 0.00
14 1.10 1.10 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00 0 0.00
15 1.10 1.10 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.78 0.00 0 0.00
16 0.55 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0 0.00
i7 0.55 0.55 0.00 0.00 0.00 0.00 0.00 C.00 0.00 0.00 0.00 - 0.78 0 0.00
18 0.55 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00 0 0.00
19 0.55 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.78 0.00 0 0.00
20 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00
21 1.00 1.00 0.00 O.OG 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00
AUXILI ARY LOADS:
No. Aux Aux_ No. A dd Lo ad
Aux Id Name Load I d Coefr
2 1 F1UNB SL 1 2 5 0.30
6 1.50
• 2 SL 2
F1UNB 2 5 1.50
_ 6 0.30
• Rage 1i o= 23
M5068 Design Loads For Each Building Component: 6/12/06 2:21pm
(R_gid game ~1 continued)
ADDITIONAL LOADS:
No. Add Sur= Basic Load Fx Fy Nom Dx Dy .. Conc
Add Id Id Type Type W1 W2 Co D11 Dig .. Dist
18 1 2 WINDLI D -0.21 -0.21 0.000 40.00 40.14
2 2 WINDL2 D -0.21 -0.21 0.000 40.00 40.14
3 3 WINDRI D -0.21 -0.21 0.000 0.00 0.14
4 3 WINDR2 D -0.21 -0.21 0.000 0.00 O.i4
5 2 ------ D -0.44 -0.44 0.080 0.00 40.14
n 3 ------ D -0.44 -0.44 -0.080 0.00 40.14
7 1 DEAD C 0.00 -0.45 0.00 0.00 12.00
8 4 DEAD C 0.00 -0.45 0.00 0.00 -8.00
9 1 COLLAT C 0.00 -0.90 0.00 0.00 12.00
10 4 COLLAT C 0.00 -0.90 0.00 0,00 -8.00
11 1 DEAD I 0.00 -1.10 0.00 0.00 17.00
12 2 DEAD I 0.00 -1.10 0.00 0.00 17.00
13 1 COLLAT I 0.00 -2.20 0.00 0.00 17.00
14 2 COLLAT I C.OC -2.20 C.CO 0.00 17.00
15 1 LIVE I 0.00 -14.00 0.00 0.00 17.00
16 2 LIVE I 0.00 -14.00 0.00 0.00 17.00
17 1 LIVE C 0.00 -8.50 0.00 0.00 12.00
•
18 4 LIVE C 0.00 -8.50 0.00 0.00 -8.00
•
• Page 12 of 23
M5058---------------Design Loads For Each Building Component: 6/12/06 2:21pm
RIGID FRPME =2:
---------------
BASIC LOADS:
Basic De-_
Dead Live Snow Collateral Lv'ind Ratio
3.0 12.0 35.0 6.0 15.9 0.75
BASIC LOADS AT EAV"E:
----Seismic----- Weak_Ax_is L Weak Axis R --Torsion-- -EW Brace--
Load SpcEP Coef Wind Seis ~n'ind Seis Wind Seis Wind Seis
3.10 8.20 0.71 0.00 0.00 0.00 0.00 0.00 O.OC 0.00 0.00
WIND COEFFICIENTS:
Surf --Wind_1--- --Wind 2--- Long_Wind
Id Left Right Left Right 1 2
1 0.25 -0.54 0.66 -0.13 0.00 0.00
2 -0.87 -0.55 -0.51 -0.19 O.OG 0.00
3 -0.55 -0.87 -0.19 -0.51 0.00 0.00
4 -0.54 0.25 -0.13 0.66 0.00 0.00
DESIGN LOADS:
Load Live/ Live -Wind_1-- -Wind_2--
• No. Id Dead Coll Snow Right Lt Rt Lt Rt
21 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00
2 0.60 0.60 0.00 0.00 1.00 0.00 0.00 0.00
3 0.60 0.60 0.00 0.00 0.00 1.00 0.00 0.00
4 1.00 1.00 0.75 0.00 0.75 0.00 0.00 0.00
5 1.00 1.00 0.75 0.00 0.00 0.75 0.00 0.00
6 0.60 0.60 0.00 0.00 0.00 0.00 1.00 0.00
7 0.60 0.60 0.00 0.00 0.00 0.00 0.00 1.00
8 1.00 1.00 0.75 0.00 0.00 0.00 0.75 0.00
9 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.75
10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
11 0.00 0.00 0.00 0.00 0.00 C.00 0.00 0.00
12 1.10 1.10 0.16 0.00 0.00 0.00 0.00 0.00
13 1.10 1.10 0.16 0.00 0.00 0.00 0.00 0.00
14 1.10 1.10 0.16 0.00 0.00 0.00 O.OC 0.00
15 1.10 1.10 0.16 0.00 0.00 0.00 0.00 0.00
16 0.55 0.55 0.00 0.00 0.00 0.00 0.00 0.00
17 0.55 0.55 0.00 0.00 0.00 0.00 0.00 0.00
18 0.55 0.55 0.00 0.00 0.00 0.00 0.00 0.00
19 0.55 0.55 0.00 0.00 0.00 0.00 0.00 0.00
20 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00
21 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00
AUXILIARY LOADS:
No. Aux Aux No. Add Load
Aux Id Name Load Id Coeff
2 1 F2UNB SL 1 2 5 0.30
n 1.50
2 F2UNB_SL 2 2 5 1.50
c G.30
Surface
Friction
0.00
0.00
0.00
0.00
Long_Wind
Lt Rt
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
-Sei
Long
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0, 00
0.00
0.78
0.78
0.00
0.00
0.78
0.78
0.00
0.00
smic-- Aux_Load
Tran Id Coef
0.00 0 0.00
0.00 0 0.00
0.00 0 0.00
0.00 0 0.00
0.00 0 0.00
0.00 0 0.00
0.00 0 0.00
0.00 0 0.00
0.00 0 0.00
1.00 0 0.00
-1.00 0 0.00
0.78 0 0.00
-0.78 0 0.00
0.00 0 0.00
0.00 0 0.00
0.78 0 0.00
-0.78 0 0.00
0.00 0 0.00
0.00 0 0.00
0.00 1 1.00
0.00 2 1.00
. Paga 13 of 23
M5068_______________Design Loads tOT Each B~.~ lding Com~onenf: 6/12/06 2:21pm
(Rigid frame #~2 contiruad)
ADDITIONAL LOADS:
No. Add Surf Basic Load Fx ~V Mom Dx D_y .. Conc
Add Id Id Ti~ae Type Tn1 w'2 Co D11 D12 .. Dist
6 1 2 ~n~INDLi D -0.13 -0.13 0.000 40.00 40.14
2 2 W=NDL2 D -G. 13 -0.13 0.000 40.00 40.4
3 3 G~7INDR1 D -0.13 -0.13 0.000 0.00 0.14
4 3 WINDR2 D -0.3 -0.13 0.000 0.00 0.14
5 2 ------ D -0.87 -0.87 0.080 0.00 40.14
6 3 ------ D -0.87 -0.87 -0.080 0.00 40.14
C7
Page 14 of 23
M5068 _____=====Design Loads For Eacl: Bu lding Component: 6/12/Oo' 2:21pm
RIGID FEZ~NIE #3:
---------------
BASIC LOADS:
Basic Defi
Dead Live Snow Collateral Wind Ratio
3.0 i2.0 42.0 6.0 15.9 0.75
BASK LOADS AT SAVE:
_'
----Seismic----- Weak Axis L Weak Axis R --Torsion-- -FW race--
Load SpcEP Coef Wind Seis Wind Se s Wind Seis Wind Seis
3.10 8.20 0.71 C.00 0.00 0.00 0.00 0.00 0.00 2.49 8.20
WIND COEFFICIENTS:
Surf --Wind 1--- --Wind 2--- Long_Wind Surface
Id Left Right Left Right 1 2 Friction
1 0.25 -0.54 0.66 -0.13 0.00 0.00 0.00
2 -0.87 -0.55 -0.51 -0.19 0.00 0.00 0.00
3 -0.55 -0.87 -0.19 -0.51 0.00 0.00 0.00
4 -0.54_ 0.25 -0.13 0.66 0.00 0.00 0.00
DESIGN LOADS:
Load Live/ Live -Wind_1-- -Wind 2-- Long_Wind -Seismic-- Aux_Load
• No. Id Dead Coll Snow Right Lt Rt Lt Rt Lt Rt Long Tran Id Coef
21 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
2 0.60 0.60 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
3 0.60 0.60 0.00 0.00 O.OG 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
4 1.00 1.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
5 1.00 1.00 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
6 0.60 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00
7 0.60 0.60 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00
8 1.00 1.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00
9 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 .0.00
10 0.00 0.00 0.00 0.00 0.00 0.00 O.OG 0.00 0.00 0.00 0.00 1.00 0 0.00
11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00
12 1.10 1.10 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0 0.00
13 1.10 1.i0 '0.16 0.00 G.0^v 0.00 0.00 0.00 0.00 0.00 0.00 -0.78 0 0.00
14 1.10 1.10 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00 0 0.00
15 1.10 1.10 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.78 0.00 0 0.00
16 0.55 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0 0.00
17 0.55 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.78 0 0.00
18 0.55 0.55 0.00 0.00 0.00 0.00 G.00 0.00 0.00 0.00 0.78 0.00 0 0.00
19 0.55 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.78 0.00 0 0.00
20 1.00 1.00 0.00 0.00 O.OC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00
21 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00
AUXILIARY LOADS:
No. Aux Aux No. Add_Load
Aux Id Name Load Id Coeff
2 1 F3UNB SL 1 2 5 0.30
• - 6 1.50
2 F3UIQB SL 2 2 5 1.50
6 G.30
• Pace 15 of 23
________________________ J -__--___---
------
M5058 Design Loads For Each Building Component: 6/i2/0o 2:21pm
;Rigid frame ~3 continued)
ADDITIONAL LOADS:
No. Add Surf Basic Load Fx Fy Nom Dx Dy .. Conc
Add Id Id Type Type N?1 W2 Co Dii D1_2 .. Dist
6 1 2 WINDLI D -0.13 -O.i3 0.000 40.00 40.14
2 2 WINDL2 D -0.13 -C.13 0.000 40.00 40.14
3 3 WINDRI D -0.13 -0.13 0.000 0.00 O.i4
4 3 WINDR2 D -0.13 -0.13 0.000 0.00 G.14
5 2 ------ D -1.G4 -i.04 0.080 0.00 40.14
6 3 ------ D -1.04 -1.04 -0.080 0.00 40.14
•
•
•
~ag~ '~ 23
__0 ^{
-----------------------------------------
M5058A Design LGadS FOr EaCY! Buiid~ng COm~Onent: 6/i3/06 8:0"_am.
FRONT SIDEWALL:
---------------
BASIC LOADS:
-----Edge Strip Ratio-----
Basic Wind Load_Ratio Zone Col/
Wind Deflect Factor Widt'~~ Girt Panel Jamb
15.3 0.75 1.00 3.00 1.09 1.23 1.07
WIND PRESSURE/SUCTION:
Wind Wind Wind
Press Suct Long
15.0 -16.5
i8.0 -i9.6
14.5 -i5.9
27.5 -16.8
BACK SIDEWALL:
---------------
.. Girt/Header
.. Panel
.. Jamb
.. Parapet
BASIC LOADS:
-----Edge_Strip_Ratio-----
Basic Wind Load Ratio Zone Col/
Wind Deflect Factor Width Girt Panel Jamb
15.3 0.75 1.00 3.00 1.09 1.23 1.07
WIND PRESSURE/SUCTION:
Wind Wind TnTind
Press Suct Long
15.0 -16.5
i8.0 -19.6
14.5 -15.9
27.5 -16.8
.. Girt/Header
.. Panel
.. Jamb
.. Parapet
• __=age--i7 cf 23
M5068~ ______=====Design Loads Fcr Each Bui_d_ng Compone~_~: 6/13/06 B:GIa_m.
LEFT ENDWAL~.
--------------
BASIC LORDS:
Dead Collat Li -ve
Load Load Load
3.0 6.0 i6.0
BASIC LOADS AT EAVE:
Seis_Coeff Seis
Frame Brace Frame
0.193 0.193 4.75
-----Edge Strip Ratio-----
Snow Basic Wind Load Ratio Zone Col/
Load Wind Deflect Factor Width Girt Panel Jamb
35.0 15.3 0.75 1.00 3.00 1.09 1.23 1.07
Load ---Torsion---
Brace Wind Seismic
4.75 0.00 0.00
WIND PRESSURE/SUCTION:
Wind Wind
Press Suct
14.5 -16.1 .. Column
15.0 -16.5 .. Girt/Header
14.5 -15.9 .. Jamb
i8.0 -19.6 .. Panel
27.5 -,-6.8 .. Parapet
• WIND COEFFICIENTS:
Surf Rafter_Wind 1 Rafter_Wind_2 Bracina Wind Long Surface
Id Left Right Left Right Left Right Wind Friction
1 0.00 0.00 0.00 0.00 0.87 -1.38 0.00 0.00
2 -1.07 -0.71 -0.71 -0.35 -1.07. -0.71 0.00 0.00
3 -0.71 -1.07 -0.35 -0.71 -0.71 -1.07 0.00 0.00
4 0.00 0.00 0.00 0.00 -1.38 0.87 0.00 0.00
COLUMN & BR_RCING DESIGN LOADS:
Load Snow/ Rafter_Wind Brace_Wind Long Column_Wind I Aux_Load
No. Id Dead Coil Live Left Right Left Right Wind Press Suct Seisl Id Coef
1G 1 1.OC 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
2 1.OC 1.00 C.75 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0 0.00
3 1.00 1.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 G.75 0.00 0 0.00
4 0.60 0.60 0.00 0.00 G.00 0.00 0.00 1.00 1.00 0.00 0.00 0 0.00
5 0.60 0.60 0.00 1.00 C.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00
6 0.60 0.60 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00
7 1.00 1.00 0.75 0.00 O.OC 0.00 C.00 O.OC 0.00 0.00 1.00 0 0.00
8 0.6G 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00
9 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00
10 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00
• Page 18 of 23
____________________
M50o8A Design Loads -or Each Building Component: 0/'-3/06 B:Olam
;Left end wal'_ continued;
~:
RATTER DESIGN LOADS:
Load Snow/ Rafter W"i *id l Rafter Wi nd_2 Lorig
No Id Dead Co-_ Live Left R_ah~ Left Righ'~ Wind Seis
9 1 1.00 1.00 1.00 0.00 0.00 G.00 0.00 0.00 0.00
2 0.60 0.00 C.00 1.00 0.00 0.00 0.00 0.00 0.00
3 0.60 0.00 0.00 O.OC 1.00 0.00 0.00 0.00 0.00
4 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.00 ^u.00
5 0.60 0.00 0.00 0.00 0.00 C.00 1.00 0.00 0.00
6 1.00 1.00 0.00 0.00 0.00 0.00 C.00 0.00 0.00
7 1.00 1.00 C.00 0.00 G.00 0.00 0.00 0.00 0.00
8 i.00 1.00 1.00 G.00 0.00 0.00 0.00 0.00 1.00
9 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 -1.00
AUXILIARY LOADS:
No. Aux Aux No. Add _Load
Aux Id Name Load Id Coeff
2 I ElUNB SL 1 2 1 C.30
2 1.5U
SL 2
2 ElUNB 2 1 1.50
_ 2 0.30
ADDITIONAL LOADS:
No. Add Surf Basic Load Fx E'y Mom X Y
Add Id Id Load Type W1 W2 Co Dxl Dx2
8 1 2 ------ D -0.54 -0.54 0.25 0.00 39.17
2 3 ------ D -0.54 -0.54 -0.25 0.00 39.17
3 2 LIVE D -0.10 -0.10 0.00 0.00 39.17
4 3 LIVE D -0.10 -0.10 0.00 0.00 39.17
5 2 WINDLI D 0.00 0.00 0.00 38.00 39.17
6 2 4v'INDL2 D -0.01 -0.01 0.00 38.00 39.17
7 3 WINDRI D -0.01 -0.01 0.00 0.00 1.17
8 3 WINDR2 D 0.00 C.00 0.00 C.OG i.i7
~ Aux Load
~ Id Coef
0 0.00
0 0.00
0 0.00
0 C.00
0 0.00
1 1.00
2 1.00
0 0.00
0 0.00
.. Conc
.. Dist
•
Paae 19 of 23
I~5066A ______===~°s-an Loads Fer Ea c' ~~~. -ding Component: 6%13/06 B:Olam
RIGHT' ENDWALL.
•
Dead Collat Live
Load Load Load
3.0 6.G 16.C
BASIC LOADS AT EAVE:
5215 COeff Se1S
Frame Brace Frame
0.193 G.i93 3.94
BASIC LOADS:
-----Edge Str-p Ratio-----
Snow Basic Wind Load. Ratio Zone Col/
Load Wind De~r_Act Fact~_ Width Girt Panel Jamb
35.0 15.3 0.75 1.00r 3.00 1.09 1.23 1.07
Load ---Torsion---
Brace Wind Seismic
3.94 0.00 0.00
WIND PRESSURE/SUCTION:
Wind 4di nd
Press Suct
14.5 -16.1 .. Column
15.0 -16.5 .. Girt/Header
14.5 -15.9 .. Jamb
18.0 -19.6 .. Panel
27.5 -16.8 .. Parapet
WIND COEFFICIENTS:
Surf Rafter_Wind 1 Rafter_Lv'ind_2 Bracing_Wind Long Surface
Id Left Right Left Right Left Right Wind Friction
1 0.00 0.00 0.00 0.00 0.86 -1.36 0.00 0.00
2 -1.02 -0.69 -0.66 -0.33 -1.02 -0.69 0.00 0.00
3 -0.69 -1.02 -0.33 -0.66 -0.69 -1.02 0.00 0.00
4 0.00 0.00 0.00 0.00 -1.36 0.86 0.00 0.00
COLUMN « BRACING DESIGN LOADS:
Load Snow/ Rafter_Wind Brace_Wind Long Column_Wind I Aux_Load
No. Id Dead Coll Live Left Right Left Right Wind Press Suct Seisl Id Coef
i0 1 1.00 1.00 1.00 0.00 0.00 0.00 G.00 G.00 0.00 0.00 0.00 0 0.00
2 1.00 1.00 0.75 0.00 0.00 0.75 0.00 O.OC 0.00 0.75 0.00 0 0.00
3 i.00 1.00 0.75 C.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 0 0.00
4 0.60 0.60 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0 0.00
5 0.60 0.60 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00
6 0.60 0.60 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0 C.00
7 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00
8 0.60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00
9 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00
10 1.00 1.00 0.00 0.00 0.00 0.00 C.00 0.00 0.00 0.00 0.00 2 1.00
•
• ?age 20 of 23
M5058~ _______===~°s~an Loads ror Each Bu lding Comaoner.t: 5/13/06 8:01am
(R.-ght end wall cone i Hued)
•
~UFTER DESI GN LOADS:
Load Snow/ Rafter Wind l Ra=ter W=nd_2 Long I Aux_ Load
No Id Dead Coli Live Left Right Left Right Wind Seis ~ Id Coef
9 1 1.00 1.00 1.00 C.00 O.CO 0.00 0.00 0.00 0.00 0 0.00
2 0.60 0.00 0.00 1.00 0.00 0.00 C.00 0.00 0.00 0 0.00
3 0.60 0.00 0.00 O.OC 1.0u^ 0.00 0.00 0.00 0.00 0 0.00
4 0.50 G.00 0.00 0.00 0.00 1.00 O.GO C.00 0.00 0 0.00
5 0.50 0.00 0.00 O.OG 0.00 C.00 1.00 0.00 0.00 0 0.00
6 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00
7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00
8 i.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00
9 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00
AUXILIARY "LOADS:
No. Aux Aux No. Add
Aux Id Name Load Id
2 1 E2UNB SL 1 2 1
2
2 E2UNB_SL 2 2 1
2
ADDITIONAL LOADS:
No. Add Surf Basic Load Fx
Add Id Id Load Type W1
6 1 2 ------ D -0.44
2 3 ------ D -0.44
3 2 WINDLI D 0.00
4 2 WINDL2 D 0.00
5 3 WINDRl D 0.00
6 3 WINDR2 D 0.00
Load
Coeff
0.30
1.5G
1.50
0.30
FV Mom X Y .. Conc
W2 Co Dx1 Dx2 .. Dist
-0.44 0.25 0.00 39.17
-0.44 -0.25 0.00 39.17
0.00 0.00 38.00 39.17
0.00 0.00 38.00 39.17
0.00 0.00 0.00 1.17
0.00 0.00 0.00 1.17
•
• -------Dane 21 of 23
M5068A ------Design Loads Fcr Each Building Gom~onera: 6/13/06 8:01am
ROOFDES:
•
BASK LOADS:
Dead Coliat Live Snow Basic Wind Load Ratio Surface --Seis_Coeff-
Load Load Load Load Wind Deflect Factor Friction Frame Frame Snow
3.0 6.0 20.0 35.0 15.3 0.75 1.00 0.00 0.193 0.193 0.20
WIND PRESSURE/SUCTION:
Wind Wind Wind
Press Suct Suct_Roof
10.0 -15.0
0.0 -33.6
10.4 -16.5
8.9 -1.7 -7.8
12.1 -3.8
27.5 -16.8 12.2
.. Purlins
.. Gable Extensions
.. Panels
.. Long Bracing, Building
.. Long Bracing, Wall Edge Zone
.. Long Bracing, Facia/Parapet
EDGE & CORNER ZONE WIND:
--------Left
Surface
Id Loc Width Length
2 L 3.00 3.00
C 33.17 3.00
R 3.00 3.00
3 L 3.00 3.00
C 33.17 3.00
R 3.00 3.00
PURLIN DESIGN LOADS:
Surf No. Load
Id Loads Id
2 7 1
2
3
4
5
6
7
3 7 1
2
3
4
5
6
7
End--------
----Coeff---
Purlin Panel
1.61 1.74_
1.61 1.74
1.61 1.74
1.61 1.74
1.6i 1.74
1.61 1.74
Dead Co11at
1.00 1.00
i.00 1.00
0.60 0.60
1.00 1.00
1.00 1.OG
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
0.60 0.60
1.00 1.00
1.00 1.00
1.00 1.00
i.00 1.00
Width
3.00
33.17
3.00
3.00
33.17
3.00
Live/
Snow
1.50
0.75
0.00
0.50
0.50
0.50
1.00
1.50
0.75
0.00
0.50
0.50
0.50
1.00
-Center------ --------Right End--------
----Coeff--- ----Coeff---
Purlin Panel Width Length Purlin Panel
1.61 1.74 3.00 3.00 1.61 1.74
1.00 1.00 33.17 3.00 1.61 1.74
1.61 1.74 3.00 3.00 1.61 1.74
1.61 1.74 3.00 3.00 1.61 1.74
1.00 1.00 33.17 3.00 1.61 1.74
1.61 1.74 3.00 3.00 1.61 1.74
Wind Wind Aux_Load
Press Suct Id Coef
0.00 0.00 0 0.00
0.75 0.00 0 0.00
0.00 1.00 0 0.00
0.00 0.00 3 1.00
0.00 0.00 1 1.00
0.00 0.00 2 1.00
0.00 0.00 4 1.00
0.00 0.00 0 0.00
0.75 0.00 0 0.00
0.00 1.00 0 0.00
0.00 0.00 3 1.00
0.00 0.00 1 1.00
0.00 0.00 2 1.00
0.00 0.00 4 1.00
•
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Page 22 0~ 23
----------------- -
M5068A Design Loads Fcr Each Building Component: 6/13/06 8:01am
(Root coneinued)
BRACING DESIGN LOADS:
Su_r" No. Load Live/ wind Wind Seis Aux Load
Id Loads Id Dead Collat Snow Press Suct Load Id Coei
2 y 1 1.00 1.00 0.75 C.75 0.75 0.00 0 0.00
2 1.09 i.09 0.15 C.00 C.00 1.00 0 0.00
3 0.60 0.60 0.00 1.00 1.00 0.00 0 0.00
4 0.69 0.69 0.00 0.00 C.00 0.70 0 0.00
3 4 1 i.00 1.00 0.75 0.75 0.75 0.00 0 0.00
2 1.09 1.C9 0.15 0.00 0.00 1.00 0 0.00
3 0.60 0.60 0.00 1.00 1.00 0.00 0 0.00
4 0.69 0.69 0.00 0.00 0.00 0.70 0 0.00
AUXILIARY LOADS:
No. Aux Aux No. Add_ Load
Aux Id Name Load Id Coei
4 1 ---------- 1 1 0.50
2 ---------- I 2 0.50
3 ---------- 2 1 0.50
2 0.50
4 SNOW DR_I FT 1 3 1. 0 0
ADDITIONAL LOADS:
No. Add Sur` Basic Load Fy Dx .. Conc
Add Id Id Load Type W1 W2 Dx1 Dx2 .. Dist
3 1 0 ------ D -35.0 -35.0 0.0 3.0
2 0 ------ D -35.0 -35.0 3.0 29.2
3 0 ------ D 0.0 -73.0 10.8 25.0
~i
•
~ BUILDING SYSTEMS
4025 E. 23`' Street
P.O. Soa 569
® Columbus, IVE 68602-0569 ti.S.A.
Sheet ~ ~ of ~ i
Zee Sections (Design Specification: 1996 AISI)
DIMENSION'S SECTION PROPERTIES
SECTION D BT BB L ~ R ~•
in. Fy
ksi WT
plf (AREA
i in2 Ix
in4 Sx
in3 Rx
in Iy
in4 Sy
in3 Ry
in
8216 8.0 2.313 2.438 0.794 60 0.250 X0.0598 55.00 ~ 2.82 0.830 7.82 1.94 3.07 1.08 0.39 1.14
8215 8.0 2.313 2.438 0.808 60 ~ 0.250 0.0673 55.00 3.17 0.930 8.78 2.1$ 3.07 1.22 0.44 1.14
8214 8.0 2.313 2.438 0.822 60 0.250 0.0747 55.00 3.52 1.030 9.73 2.41 3.07 1.35 0.49 1.14
8213 8.0 2.313 2.438 0.849 60 0.250 0.0897 55.00 422 1.240 11.63 2.88 3.06 1.64 0.59 1.15
8212 8.0 2.313 2.438 0.877 60 0250 0.1046 55.00 4.93 1.450 13.50 3.35 3.05 1.92 0.69 1.15
IOZ14 10.0 3.500 3.500 0.988 60 0.188 0.0747 55.00 4.70 1.380 21..29 426 3.92 3.95 1.00 1.69
IOZI2 10.0 3.500 3.500 1.106 60 0.188 0.1046 55.00 6.62 1.950 29.82 5.96 3.91 5.79 1.45 1.72
Cee Sections (Design Specification: 1996 AISI)
•
DIMENSIONS SECTIO N PROPERTIES
SECTION D B R L Thk. in. Fy
ksi WT
if AREA
in2 Ix
in4 Sx
in3 Rx
in Iy
in4 Sy
in3 Ry
in
8C16 8.0 3.0 0.188 0.556 0.0598 55.00 2.95 0.87 8.55 2.14 3.14 0.94 0.43 1.04
8C15 8.C 3.0 0.188 0.575 0.0673 55.00 3.32 0.98 9.60 2.40 3.14 1.06 0.48 1.04
8C14 8.0 3.0 0.188 0.592 0.0747 55.00 3.68 1.08 10.63 2.66 3.13 1.18 0.54 1.04
8C13 8.0 3.0 0.188 0.629 0.0897 55.00 4.42 1.30 12.71 3.18 3.13 1.42 0.65 1.04
8C12 8.0 3.0 0.188 0.728 0.1046 55.00 5.20 1.53 14.90 3.72 3.12 1.72 0.80 1.06
IOC14 10.0 3.5 0.188 1.092 0.0747 55.00 4.70 1.38 21.08 4.22 3.91 2.33 0.94 1.30
1OC12 10.0 3.5 0.188 1.228 0.1046 55.00 6.62 1.95 29.47 5.89 3.89 3.33 1.36 1.31
Eave Sections (Design Specification: 1995 AISI)
ER
SS
O
IES REDUCED SECTION PROPERTIES (Fy = 55 ksi)
GRO
PR
P
T TOP FLANGE COM PRESSION BOT. FLANGE COMPRESSION
SECTION D
m. L
in. THK
in. WT
if AREA
in2 Lt
in4 y
in. Ix
in4 Sx
in3 y
in. Ix
in4 Sx
in3
8E14 8.0 0.950 0.0747 4.70 1.380 15.01 4.15 12.55 2.73 3.85 11.92 2.68
8E12 8.0 1.100 0.1046 6.62 1.950 20.89 4.16 18.69 4.19 3.84 17.92 4.20
IOE14 10.0 0.950 0.0747 5.17 1.520 24.66 5.20 20.06 3.40 4.80 19.26 3.43
IOE12 10.0 1.100 0.1046 725 2.130 34.08 5.24 31.07 5.61 4.76 29.43 5.62
•
~7
C
0
BB
4 25~ ~
L ~
7 ---~
~ D x
T-x
Y
Y s o' ~