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HomeMy WebLinkAboutAPPLICATIONS, MULT DOCS - 05-00103 - Platt Electric - AdditionZ ~ O = ~ m m W ~ c ~ rn ^.~ Z f O n D c c ~ ~° ~ 3 { m Z ,~„ 1 ~ ~ a 3 ~ m O ~ ~ ~ ~ m ~ p ~ N ~ ui N W ~-~" m m .N-. , Q N ~ rn a ° o ~ ~ fn o ~. ~ n c 3 ~ ~ (7 /~ ~ `° o C O m `_ ~ a m m v ~ D. 0 _ °- ~ ~ O Z °1 0 0 ~ ~ 7 N °' ~ C s o m --I ~ ° r.. Q ~ ~_ ~ '~ ~ ~ ~ ~ ~ o ~ 2 0 m F ~ ~ C V) ~c n ~_ 3 '' r ~ °1 3 ~ n ° ~ ~ '~ a ~ o m o a ~ Z D Z ~ ~ --~ vm~~z D = ~~~~~ ~ m °~~o ~ TT m °? N a is -i W ~ ~ 7 N ~ z (l CD S ~_ C o N N~ D r ~ ~ n a=N°~ ~ _v ~ ~ ~ ao m ~~~~~ ~ Z a Y~ d N n o 7 0 =3 .-~ 7 n a• N ~ ~ ~ ~ VJ O O ~' O. ~ ~ F ~oo~o g m m .c. a n n W C Q. 3 v f'~D ~~ O C m Q R7 p, C7 -i cSD ..,~ S W~ ~y. ~~~~ ce o a- ^; ~ ~~ N ~ ~ N. K „- C S ~~ N ~ Q (D . ~ n m ~=;~ .. O ~. ID _ ,,. ~ ~ ,~ o y n 3 S ff1 O Q. ~ ~ C. ~p ~ 'p fD ~ fD O y M~ ~ C cD ~ O 0; a m Q. N ,,. C ~ N S N .~- N ~ ~„' n m m ? 3 ~ ~ ~ ~ Q. ~ ~ ~. 3'K ~ 2 CQ fl1 ~ fl. 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M € > L " ;r. _ r j '-'1 ~ ~-~ ^, rJ 7 `~ -< ~r / D m~ o !'wl"''~; Z m 0 ~ ~ ~ ~ N ins ~ S ~ ~ 3 ~ ~-niT~~iri o v I ~ c A'm?' `D ` ~ ~~- i ~ i v i X07 :3 ~°O^.io m C7 ~OD _' m ~ _ ~.~~ is _i g y m ~ N N 3 O moo z~~' ~ v ~ ~: ~Z ~ ~ i ! ~ I ~ W Z c~~o ~ o - ~ 0 3 ~ ~ ~ I rC-- z c i ETC ~n ~ ~ Z ~ ' ~ o 0 ~ Z v m t~~g w o N o_ m 0 ~_~_=_= __ ! !v Z ~ -i m _ ~ r o 0 ~ ~ 3 ~ ~ ' ' , ~ ~~ .~ o n D O f" --1 ' i i0 I j ~ Q ~-------.:..__.i. i CITY OF REXB URG BUILDING PERMIT APPLICATION 19 E MAIN, REXBURG, ID. 83440 208-359-3020 X326 PARCEL NUMBER: PERM' Please com~ os oolo~ If the question do P l ~~ E 1 e Ct~ 1 C f~~~ 1+1 O n SUBDIVISION: ~~ ~~:. ,f ~~, ~.a„x, , ~ ~, ~~ z=.-', UNIT# BLOCK# LOT# ~ _ OWNER: „~"`` ~.~~~ war ~' ~ CONTACT PHONE # ~~S - ~i 2 ~{- ~~( PROPERTY ADDRESS: ~'~ I ~~ `"~"° ~.~% PHONE #: Home OWNER MAILING ADDRESS: CITY: STATE: ZIP: APPLICANT (If other than owner) ~~~t~ ~y~ (If applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) MAILING ADDRESS OF APPLICANT ~3~7 C fob /~-~ CITY: S~ .Qt~`~° ~ STATE; ~~(f~ ZIP 83~~5` PHONE #: Home ( ) Work (~a~r) (~Z - S' Cell (208) ~/ ~ - 7~ 2 5F' CONTRACTOR:_ ~ ~C-PHONE: Home# Work# Cell# MAILING ADDRESS: ~_~~ 7 ~ ~~~ CITYSl~ A4- STATE..L l~ ZIP ~34~?`s- How many houses are located on this property? Oi~2 ~ a.~.Q~.r v-~1 Did you recently purchase this property? ~es (If yes give owner's name) Is this a lot split?~ YES (Please bring copy of new legal description of property) PROPOSED USE: (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, ommerci ,Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby certify that I have read this application and state that the information herein is correct and I swear that any'information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City 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 application and hereby authorized representatives of the City to enter upon the above-mentioned property for inspections purposes. NOTE: The building official may revoke a rmit on approval issued under the provisions of the 2000 International Code in cases of any false statement or misrepr e i lication or on the plans on which the permit or approval was based. Permit void if not started within 180 y . m' y~i o to s _1.80 days. Signature of Owner/Applicant ~~ 2Z / ©~" DATE WARNING -BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non-refundable and are paid in full at the time of application beginning January 1, 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval **Building Permit Fees are due at time of application** **Building Permits are void if you check does not clear** Work ( (o2`f-3 ~'3~ Cell ~~ .3/.3 - 7b 2 ~~ cjTY aF _ - - ~~_ E 4 ~ f ~ y RE:XBLIR~ +w AMERICA'S FAMILY COMMUNITY 19 E. Main (PO Box 280) Phone: 208-359-3020 x326 Rexburg, Idaho 83440 Fax: 208-359-3024 www.rexburo.ora comdevCcilrexburg.org Affidavit of Legal Interest State of Idaho County of Madison 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 herein or as to the ownership of the property which is the subject of the application. Dated this .~ Signature Subscribed and sworn to before me the day and year first above written. Notary Public of Idaho Residing at: My commission expires: Please complete the entire Application! If the question does not apply fill in NA for non applicable NAME PROPERTY ADDRESS ~ ~ ,~ Permit# SUBDIVISION ~~ (1~~, , ~}u,~G Dwelling Units: ~-- Parcel Acres: e~,~ SETBACKS <_ < ~. FRONT ~ ~ SIDE ~ SIDE ~D BACK Front Footage (if applicable) ~~J~ Storm Water Length ~,l~q SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area N Unfinished Basement area Second floor/loft area Finished basement area Third floor/loft area Garage area Shed or Barn ~ . Carport/Deck (30" above grade)Area S~ ed Estimate) $ ®(~ Water Meter Count: ~~(q PL UMBIN Plumbing Contractor's Na Address Contact Phone: ( ) Business FIXTURE COUNT (including rou, Clothes Washing Machine Dishwasher Floor Drain Garbage Disposal Hot Tub/Spa Sinks (Lavatories, kitchens, bar, Plumbing Estimate $ ~ (Commercial Only) Water Meter Size: ame: State Zip Sprinklers Tub/Showers Toilet/LTrinal Water Heater Water Softener Signature of Licensed Contractor License number Date The City of Rexburg's permit fee schedule is the same as required by the State of Idaho . Please complete the entire Application! If the question does not apply fill in NA for non applicable NAME PROPERTY ADDRESS /~~ Q ~~~~--~'~.j • SUBDIVISION HANICAL ~1 Contractor's Name: Address Contact Mechanical estimate $ FUTURES & PLL4IVCE, Furnace Furnace/Ai Conditi Heat Pump Air Conditioner Evaporative Coole Unit Heater Space Heater Decorative gas-fired Incinerator System Boiler Pool Heater Business State Business Phone Permit# L1Y 'a~nmercial/Multi Family nly) l' (Single Family Dwe ng Only) Exhaust or Vent Ducts bo Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: Similar fixture r Appliances Fuel Gas Pi Outlets including stub ed in or future outlets Inlet Pre ure (Meter Supply) PSI Heat (Circle all that apply) Gas Oil Coal Fir lace Electric Mechanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. Signature of Licensed Contractor License number Date The City of Rexburg's permit fee schedule is the same as required by the State of Idaho s SUBCONTRACTOR LIST Excavation & Earthwork: ~ /~ ~~~~ y Concrete: ~ C~ ~S o~ ~0 Masonry: ~~~ Roofing: /~ , /~ Insulation: ~~,A Drywall Painting Floor Coverin3 Plumbin Heating: Electricz Special Construction (Manufacturer or Supplier) Roof Trusses: ~~~ //'~/~ Floor/Ceiling Joists: Siding/Exterior Trim: Other: m ~ N (P A W N "' ~ A w N C ~ O O O W O m ~ n 'i n y O O y o n S (D ~ N ' O O d 'O O n g ~ O ?. 0 0~~ . 0 D O O n' O r p (D ~ ~~ O N D i "' C 7 <' [D ~ V) F 7 O O V1. fD O o ~ g n o ~ ro on n O W N n o 0 0 ~ ° o. ~ -- N ~ n N r O r 4. ~ SD 7 y~ 0 0 Q_ n fC'1 ( Z O O O O o n o o n o D ^ O N In O pT .-. < 0 0 o a ~~ Q w' O O ~ n n n . O y fD y ~' ~ o n o ff ' y rn o o n ~ o o N , _ ~ y > > O V, - ro T ~y+ ~. (D N . ° y T n ~ y ,._. y y C ~ ~ ~ O 7' C) - . ~ . 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I~"- ~""F' ~.i • C /~ ~/ 1 f-~ -,.. a cn n s'~ ~ ~ ~ ~ 'T9 ~ ~ C $~~ ~~~~ ~~~ ~ O s~ N , ~ ~ o ° x o ~ m c~ n Z ~ .n r c n-^~n c•o _ V (C 'O ~ ~ X fD Z n on!~ o'° np A O [n I A O m Q N n O ITI ~ n VI y ~D y j O O O O ~ ~ O .-. F'_ ~ s O C ~ O O Z ~ j ry ~ N "O ~ C fn p y y ' ' f m (7 C V, _ y ~ ~~~ C O y T _, n j O f7 -U m fD ZZZ ~ ° ~ ~ ~ ~ o - , . ° y o O' ~ .-. W C r Z 2 n D m r Qo O n Z I om IT- i 1 D O Z w V) 1- ~ O 20'-0" 2'-0" 16'-0" 2'-0" N N N (n f~ T D /tJ r m II I O :~ D Z f f f A A A V N N N 1 rn W14x22 -i O CO C7 N D ~ O Oo at r C7J _ O ~--~ rn ~ Z ao ' I - v D --~ ; rn n m m ~ \ m N ~ m ~ v N m I N -1 p ~ ~ ~ ~ J D r . O)rZ I I w ~ °°. °°_ ~ N r D D m n ~ rn ~ w c i7 N I N fT i I m O N O O O Z ~ c7 w o I Q p I- O) ..i ~ a I Wi4x22 ~ J I J I O 3'-6" 6'-6" 6'-6" 3'-6" 9" i4'-6" CLEAR 3'-0" 4'-0" CI ~ ~~ I_IIIII Oi Q (n -I n ~ o0 Z Z ao ~ ~ A N r . D m :V C .Z 7 r n m Z 4'-0" - , ~ r~~ m ~~~ ~~~- m ~ N fA*7 ~ 'C ~ C'7 f ~ Z ~ o~o I~~DNOnZ "O A rv~0a~mzN O O ~ ~ o mw t7 Z ~ ~"~ `5 --1 I. N I --l m rn _, ~~_„~ °g~~~o~ ~_ z~~= ~o -i = N ~ C) D = r ~ O O w m O N ~ O '~ O Z D r x p N N C f7 N Z D m ° m m rn~ ~ ~ D ~_ m Z n D D ~ Z OD A ~ j 1 ? O x 'O ' N m N :D ~ .D ~ C7 G m H ~ ~ ~ D z X N I~ O A O I O ...~ O 2765 WOIAND DR., OCDEN, UT. 61401 Phone (601) 399-3100 Fac (801) 399-.N82 MOUNTAIN VIEW ENGINEERING INC. 345 Nylh Yan Street PApnt: (433) 7N-9700 &yhoe Gly, Uloh 84.702 ioc (135) 731-9519 DRAWN BY: R.D. ENGINEER: C. HANDY SCALE: AS SHOWN DATE: 3-18-2005 PLOT DATE: 3-22-2005 MVE JOB NUMBER: 50228 O n O ~ O Z ~ ~ ~ m = m m A ~`? ~ ~ I O Q7 E° ~' ~ NwG7.. I Cri ® O O m_ 1 N C7 Z ~ O ~ = A D n m = O ~ O ~ .ZO7 Z = ~ I . 0 O N N = ? O r O~j m r '~ ~ O) ~ PROJECT: PLATT ELECTRIC ~ocATio-v: REXBURG, IDAHO o m c~i) STRUCTURAL PLAN VIEW, SECTIONIELEVATION, AND GENERAL NOTES ~' O v D Z S m ' D ~i ~ z ~ -~ rn N O i. Z~ ~ c> n x r z ~ m NC N rr*t- O p0 j~ r'--"t N Z ~ ~ H m ZO D c D rn O D < C7 36" z~y" z in jY" r i ~ N :Z7 D O f' m m Z ~ ~ N T. C7 c ~ D . .. ~ (/1 N N ~ r ~ m --t m ~ ~ a ~ ~ _ Z ~ 2 ~ N n "t rn m a N m x N n z m H N N m ~ ~ y ~ of !7 Z \I ~ / - - - - - - N z T, ~ A C O ~ H ~ , ~ m Q = ti ~ O ~ D ~ O r+i ~ me D ~N ~~; ~ Z ~ ~ ~ ~N1 O m rn w ~ ? ~, N ~ ~ -~ `" m D "~ t*7 D m ~ ~ D r C = f Z O R m OC m -~ n =~ ~ ~. Z oc m n~ x ~ ~~ D Z ? r*t r ~.s ~a !V ~' TYP. ~ C, ~ O N ~ O "D O D Z D ~ m iv v ~c v ^ N r-t v~D ~ fT1~ r ~ N D C-7 N I '~ C z ~, ~ a ^/\ljf\ m ~ _ ~ ~ o ~ D X D Z (n ~ ~ r*t D C~ Z O D Z r~,C DO r~s * a Z Z r t~ N r O O xr -t rn N Z rn m ~ c~ Z D C . ~ O ~ n N ~ D < ~ 23" , \6" I / ~r=- ~ 1 N m A ~ f1 ~ 1 ~ O z ~ D x D N Z m ~ '- D m ~ n ~ z O ~ r-t it -i~D f7Z S O r r 0 Z Z~~m ~ ~ N ~ r = O ~ ~ Op N Z r~A tA~ N ~ o n n m ~ N m ~ ?t z n -t O -+ O rrU L (n N c rn l7 D ~ _ ~ ~~ r D i z~ r X N m ~ ~ p 01 fT1 -If- D D Z . O m ~ll~`~5~`~G~ LN~G~~I~?~G~OG~S O 2765 trOluU OR., OGOEN, UT. 8!!Ot Phmr. (801j 399-3100 faa: (801) 399-3182 ~ ~ MOUNTAIN VIEW ENGINEERING INC. ]•5 Norlh Nair Siral Phmc (l35) 73l-97pp Brawn Gly, Uloh &b2 yu (!35) 7.H-9519 a~~ ov N ~' ~_ ~ D Z iiC Q O ~ D Z ~ f+'t ~ N Z r ~ r0 Oa r i = N Z O~ T. r*'t ~ m Z n C . ~ ~i ~ N ~ O ~ N Z ai D < ~ 7" 23" , \6" I / N D ~ C7 N -n ~ a n .ZI D D z z ~ (~ v ~o I I JI t,'i r'' ~ I i II a ~ ii ~ O O D 1 m Z O r a -D1 N ' m ~ ~ m ~ r ~ ~ O n ~ o ~ c -~ ~ ~ z ~ O D Z 2 D O N ~ Z N ~ I 7" _D Z O C ~~ -lE Ov r" Z O m D z ZZr ~rrt ' -a N D-+ ZCO tn~D -i0 Z -' -~ m ~ __ - N ON r~ N r:il~ m--r n ~ ~ ~ O ~ '-'o y.. ~ ~ ~ , ao c ti -~ ~ D Z a z ~v a Ap'°R ~ N ~ 4S ~'~ c ~~. m ~a D Cm D r K ~ D N NA ~~ r ~ N_ D N r x x N~ a A D m ~ ~ ~ r m O m V PROJECT: PLATT ELECTRIC LOCATION: REXBURG, IDAHO STRUCTURAL DETAILS f(F {f{ +1 f STRUCTURAL CALCULATIONS 20'x40' CANOPY MVE #50228 PLATT ELECTRIC Rexburg, Idaho 201 sN- aN-a~-ne ~~~~~ C~31102~ddtf Canopy Supplied by: Kustom Kanopies, Inc. 2765 Midland Dr. Ogden, UT 84401 Structural Design by: MOUNTAIN VIEW ~J i ENGINEERING, INC. 345 North Main Brigham City Utah 84302 #671 os 00103 Platt Electric Addition 8 pages of Cale~ilations ;,~ MAR 2 2 2005 . MOUNTAIN VIEW ENGINEERING, INC. Job: 345 North Main Brigham City Utah 84302 Subject: Phone (435) 734-9700 Fax (435) 734-95'19 Building Descr: 20'x40' CANOPY Location: Rexburg, Idaho. MVE #502281 Kustom Kanopies, Inc. #5671 PLATT ELECTRIC CANOPY DFISIGN DESIGN CRITERIA: Dead Load 10 psf Snow Load 35 psf Live Load 20 psf CODE: IBC 2003 Wind Speed 90 mph Seismic Design Category D Sps 0.529 CANOPY SPECIFICATIONS: Length 40 ft. Width 20 ft. Fascia Height 3 ft. Canopy Clear Height 14.5 ft. Exposure C Importance Factor 1 Sp, 0.261 Total Height of Canopy 17.5 ft. max. Number of Column Rows 2 Number of Columns/Row 2 Page: 1 Date: 03/18/05 _ By: CRH MOUNTAIN VIEW ENGINEERING, iNC. 345 North Main Brigham City Utah 84302 Phone (435) 734-9700 Fax (435) 734-9519 Building Descr: 20'x40' CANOPY Location: Rexburg, Idaho lob: MVE #50228 Kustom Kanopies, Inc. #5671 Subject: PLATT ELECTRIC CONTINUOUS PURLIN LAYOUT Max. Purlin Trib. Width = 6.75 ft Edge Distance Each Side = 3.~ ft Left Cantilever = 7.5 ft 1 Bay(s) @ 31.67 ft Right Cantilever = 0.833 ft w (DL) = 0.068 klf w (LL) = 0.236 klf From Page 4, Use W1 4x22 LATERAL WIND Ce = 1.29 qs = 12.8 psf Iw = 1 Pw = 16.52 psf Total Base Shear (V) = 1.99 kip SEISMIC SDS = 0.529 R = 2.5 Cs = 0.21 W = 13.6 kip ULT Total Base Shear (V) = 2.88 kip ASD Total Base Shear (V) = 2.06 kip ULT Lateral Load Ea. Column = 0.72 kip ASD Lateral Load Ea. Column = 0.51 kip Distance From Base = 16.25 ft FOOTINGS (per IBC 1805.7.2.2 ) Allowable Soil Pressure = 2000 psf Max. Vertical Column Load = 10.79 kip Square Footing Length = 4 ft Width = 4 ft Req. Depth (see page 7) = 3.25 ft Actual Depth = 4.75 ft q actual = 674 psf q (allowable) = 2000 psf OK Optional Round Footing Diameter = 3.5 ft Req. Depth (see page 8) = 3.75 ft Actual Depth = 4.75 ft Page: 2 Date: 03/18/05 By: cRH CONTINUOUS BEAM LAYOUT Left Cantilever = ~ 2 ft 1 Bay(s) @ 16 ft Right Cantilever = 2 ft Maximum Tributary Width = 23.33 ft P 1 (DL) = 1.65 kip P 1 (LL) = 5.72 kip P2 (DL) = 1.59 kip P2 (LL) = 5.51 kip From Page 5, Use W14x22 COLUMN Column Specification: Fy = Length = Moment at Base = S (required) _ S (actual) _ Unity Check (see Page 6) « 8x8x1/4 Tube 46 ksi 16.25 ft 8.3 5 kip-ft 3.63 in3 18.8 in3 1.33 OK ,~ p actual ~=-_ 1122 psf q (allo~~~able) = r,; ~ _..:. X000 psf tJK ~ ~~ ' ~ MOUNTAIN VIEW Page 3 ENGINEERING, INC. Job K•K• #5671 REXBURG, ID Date 3-18-2005 345 North Main, Brigham City, Utah 84302 PLATT ELECTRIC R.D. Phone (435) 734-9700 Fax (435) 734-9519 Subject By c 1 C n 0 N 7'-6" 10'-6" 40'-0" 31'-8" 10'-8" 10'-6" 10" C C `° p PB PB ~ 68 BB m m i o P BB PB PB BB I io c0 I in P BB PB PB BB C C 'a i . ;~ N I- KEY 8 = W14x22 BEAM P = W14x22 PURUN C = T5 8"x8"xY" COLUMN PB = 1}~i"x1}~"x16 GA. PURUN BRACE 68 = 2"x2"xis".BEAM BRACE Mountain View Engineering, Inc. Title : KK #5671/REXBURG, IDAHO Job # 50228 Dsgnr: CRH Date: 3:25PM, 17 MAR 05 345 North Main Street, Suite A Description :PLATT ELECTRIC CANOPY Brigham City, Utah 84302 Phone: (435) 734-9700 Scope : Structural Design of Canopy Fax: (435) 734-9519 -----___ --- ---- ------------ -- Rev: 580007 ~, User:KW-0605071.Ver5.8.0,1-Dec-2003 -- -- -- -- Multi-Span Stee! Beam 50228 Canopy-Cherk.ecw:Calculations (cp983.2003 ENERCALC Engineering Software Description Purlin General Information code Ref: AISC 9th Aso, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy -Yield Stress 50.00 ksi Load Duration Factor 1.00 Spans Considered Continuo us Over Supports Span Information ~ Description '~ cantilever interior span Span ft I 7.50 31.67 Steel Section wiaxzz wa,axzz End Fixity ~ ' Free-Pin Pin-Pin 10 67 ; Unbraced Length ft 1.33 . i Loads Live Load Used This Span ? Yes Yes Dead Load k/ft I 0.068 0.068 Live Load k/ft I 0.236 0.236 _ !, Results ~ Mmax @ Cntr k-ftl 0.00 33.95 @ X = ft; 0.00 16.68 Max @ Left End k-ft~ 0.00 -8.55 Max @ Right End k-ft'i -8.55 0.00 fb :Actual psi' 3,542.0 14,064.9 Fb :Allowable psi I 33,000.0 16,211.5 Bending OK Bending OK fv :Actual psi', 721.5 1,608.6 Fv :Allowable psi i 20,000.0 20,000.0 -_ ' !Reactions 8~ Deflections i _ Shear @ Left k i 0.00 5.08 Shear @ Right k !, 2.28 4.54 Reactions... ' 1 65 , DL @ Left k LL @ Left k' 0.00 0 00 . ~ 5.72 f , Total @ Left k : . 0.00 I 7.36 DL @ Right k I 1.65 1.02 LL @ Right k' 5.72 3.53 Total @ Right k j 7.36 4.54 Max. Deflection in ; 0.671 -1.032 @X= fti 0.00 16.26 Span/Deflection Ratio ._~ 268.1 368.3 3~AM Low D~,4-~~NI, P2 ~i PZ 35 ~.5' (~.~' 3s' 1.3t $' If•5' t Z l~t Z' Mountain View Engineering, Inc. X45 North Main Street, Suite A Brigham City, Utah 84302 Phone: (435) 734-9700 Fax: (435) 734-9519 Rev: 580007 User: KW0605071, Ver 5.8.0,1-Dec•2003 (cI1983.2003 ENERCALC Engineering Software Description Beam Title : KK #5671/REXBURG, IDAHO Job # 50228 Dsgnr: CRH Date: 8:i6AM, 18 MAR OS Description :PLATT ELECTRIC CANOPY Scope : Structural Design of Canopy Multi-Span Steel Beam 50228 General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy -Yield Stress 50.00 ksi Load Duration Factor 1.00 Spans Considered Continuous Over Supports Span Information '~ Description cantilever interior span cantilever Span ft i 2.00 16.00 2.00 Steel Section '~ wiaXzz w>,a:zz wiaxzz End FlXlty Free-Pin Pin-Pin Pin-Free Unbraced Length ft', 2.00 6.50 2.00 Loads Live load Used This Span ? ~ No Yes Yes Point #1 DL k 1.590 LL k' 5.510 @ X ft' 1.500 Point #2 DL k' 1.650 LL k 5.720 @ X ft 8.000 Point #3 DL k I 1.590 LL k' 5.510 @ X ft 14.500 Results ~ Mmax @ Cntr k-ftl 0.00 40.13 0.00 @ X = ft i 2.00 8.00 2.00 Max @ Left End k-ft' 0.00 0.00 0.00 Max @ Right End k-ft' 0.00 0.00 0.00 fb :Actual psi! 0.0 16,624.7 0.0 Fb :Allowable psi 33,000.0 26,971.0 33,000.0 fv :Actual ' Bending OK Bending OK Bending OK psi 0.0 3,412.8 0.0 Fv :Allowable psi !, 20,000.0 20,000.0 20,000.0 Reactions & Deflections ~ Shear @ Left k 0.00 10.79 0.00 Shear @ Right k; 0.00 10.79 0.00 Reactions... DL @ Left k 0.00 2.42 2.42 LL @ Left k ! 0.00 8.37 8.37 Total @ Left k ! 0.00 10.79 10.79 DL @ Right k ~ 2.42 2.42 0.00 LL @ Right k I 8.37 8.37 0.00 Total @ Right k' 10.79 10.79 0.00 Max. Deflection in II 0.117 -0.289 0.117 @ X = ft I 0.00 8.00 2.00 Span/Deflection Ratio ', 410.7 664.0 410.7 Mountain View Engineering, Inc. 345 North Main Street, Suite A Brigham City, Utah 84302 Phone: (435) 734-9700 Fax: (435) 734-9519 Rev: 580008 User: KW-0605071. Ver 5.8.0.1-Dec-2003 (cj1983-2003 ENERCALC Engineering Software Description Column j General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section TS8X8X1/4 Fy 46.00 ksi X-X Sidesway : Restrained Duration Factor 1.333 Y-Y Sidesway : Restrained Column Height 16.250 ft Elastic Modulus 29,000.00 ksi End Fixity Fix-Free X-X Unbraced 16.250 ft Kxx 2.100 Live ~ Short Term Loads Combined Y-Y Unbraced 16.250 ft Kyy 2.100 Loads ~ Axial Load... Dead Load 2.42 k Ecc. for X-X Axis Moments 1.000 in Live Load 10.79 k Ecc. for Y-Y Axis Moments 1.000 in Short Term Load k Point lateral Loads... DL LL ST Height Along Y-Y (strong axis moments) 0.510 k 16.250 ft Along X-X (y moments) k ft Summary Column Design OK Section : TS8X8X1/4, Height = 16.25ft, Axial Loads: DL = 2.42, LL = 10.79, ST = O.OOk, Ecc. = 1.000in Unbraced Lengths: X-X = 16.25ft, Y-Y = 16.25ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 0.2109 0.2610 AISC Formula H1 - 2 0.0931 0.1140 AISC Formula H1 - 3 0.0455 0.2920 XX Axis : Fa calc'd per Eq. E2-2, K*Llr > Cc YY Axis : Fa calc'd per Eg. E2-2~K*L/r > Cc _______ ___ ___. Stresses Allowable 8r Actual Stresses Dead Live DL + LL DL + Short Fa :Allowable 8.81 ksi 8.81 ksi 8.81 ksi 11.75 ksi fa :Actual 0.32 ksi 1.42 ksi 1.74 ksi 1.74 ksi Fb:xx :Allow [F1-6] 27.60 ksi 27.60 ksi 27.60 ksi 36.79 ksi Fb:xx :Allow [F1-7] 8~ [F1-8] 27.60 ksi 27.60 ksi 27.60 ksi 36.79 ksi fb : xx Actual 0.13 ksi 0.57 ksi 0.70 ksi 4.59 ksi Fb:yy :Allow [F1-6] 27.60 ksi 27.60 ksi 27.60 ksi 36.79 ksi Fb:yy :Allow [F1-7] & [F1-8] 27.60 ksi 27.60 ksi 27.60 ksi 36.79 ksi fb : yy Actual 0.13 ksi 0.57 ksi 0.70 ksi 0.70 ksi Title : KK #5671/REXBURG, IDAHO Job # 50228 Dsgnr: CRH Date: 8:36AM, 18 MAR 05 Description :PLATT ELECTRIC CANOPY Scope : Structural Design of Canopy ' n Stee! Column __ 50228 Canop9•Check.ecw:Calculations ' Mountain View Engineering, Inc. Title : KK #5671/REXBURG, IDAHO Job # 50228 r 345 North Main Street, Suite A Dsgnr: CRH Date: 8:39AM, 18 MAR 05 Brigham City, t)tah 84302 Description :PLATT ELECTRIC CANOPY Phone: (435) 734-9700 Scope : Structural Design of Canopy -] Fax: (435)734-9519 r Rea 580002 _ - ---_-_-- - _- User:KW-0605071,Ver 5.8.0,1-Dea2003 Pole Embedment in Soil _(cJt983-2003 ENERCALC Engineering Software 50228 Canopy-Check.ecw:Calculations Description Embedment Depth 'i General Information Code Ref: 1997 UBC 1806.8.2..1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 Allow Passive 150.00 pcf Applied Loads... Max Passive 1,500.00 Psf Point Load 510.00 Ibs Load duration factor 1.330 distance from base 16.250 ft Pole is Rectangular Width 36.000 in Distributed Load 0.00 #/ft Restrained @ Surface distance to top 3.000 ft distance to bottom 0.000 ft Summary Moments @ Surface... Point load 8,287.50 ft-# Total Moment 8,287.50 ft-# Distributed load 0.00 Total Lateral 510.00 Ibs With Surface Restraint... Req'd Depth 3.500 ft Pressure @ Base... Actual 692.02 psf Allowable 692.02 psf Surface Restraint Force 3,299.25 Ibs i Mountain View Engineering, Inc. Title : KK #5671/REXBURG, IDAHO Job # 50228 r ' 345 North Main Street, Suite A Dsgnr: CRH Date: 8:37AM, 18 MAR OS Brigham City, Utah 84302 Description : pLA-~ ELECTRIC CANOPY Phone: (435) 734-9700 Scope : Structural Design of Canopy ~ Fax: (435) 734-9519 () i Rea: 580002 i User:KW0605071.Ver5.8.0,1•Dec•2003 Pole Embedment in Soil (cj1983-2003 ENERCALC Engineering Software 50228 CanopyCheck.ecw:Calculations Description Embedment Depth ~ General Information Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 Allow Passive 150.00 pcf Applied Loads... Max Passive 1,500.00 Psf Point Load 510.00 Ibs Load duration factor 1.330 distance from base 16.250 ft Pole is Circular Diameter 42.000 in Distributed Load 0.00 #/ft Restrained @ Surface distance to top 3.000 ft distance to bottom 0.000 ft Summary Moments @ Surface... Point load 8,287.50 ft-# Total Moment 8,287.50 ft-# Distributed load 0.00 Total Lateral 510.00 Ibs With Surface Restraint... Req'd Depth 3.750 ft Pressure @ Base... Actual 737.13 psf Allowable 737.13 psf Surface Restraint Force 3,206.90 Ibs