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HomeMy WebLinkAboutAPPLICATION, BP, MULT DOCS - 05-00001 - Just Sports - AdditionZ ~ O -~ ' ~ ~ ~ n m W m ~ c ~ rn v Z ~ ^.~ Fzv.~oy n ~ ' n 3. D C ~~ ~ ~ ~ N ~ ~ nm v•o Z o ~. ~ m d ~ p ~ ~ y N ~ ~ m a ~ ~~~ ~ o ~ ; ~ _~ ° ••° ~ ~ v fD ~ ° c ~ ~ o m a ~ ~ m ~ ^. O G ~• °' ° f O Z p: 3 f~ C ~ ~ d •o s o (/~ m "'~ c m ~ p ~- ~ m ~ S 5 ~ 3 ~ ~ ~ _ v o c _ V1 ~ r m n' c t ~ n 3 ~ , o m 3 ~ ~ v a~ ~ Z n -~ Z v v ~ ?z D = ~~~~~ ~ m 3a~=o ~ N ~ = N C ~ Z n f~ J ~ C (~ 61 y 7n . .. N O fD c ~ D -I 0 a o~ m n m 0 ~ G y gy ~ o _J ` 7 ( p m ~ ~ ' O m ~. ~ o~ ~ m ~ ~ . ~ F n •O n C ~o~~ ~ m ~. a a n c. 7 ~Q 7 y 0 v v ~~ Q~ 1 S ~ t7 'i ~ ~~~, ~~ y W ~ ~~ ~'<~3 ~c o as ~_' ~ ~~? y K N ~_ c ~~ y ~ ~_ o ~ c .~ a r: O O ~. 4A1 ^' _~ ~~~ y~~~ o,oa~ ~ m ~ o O y .y. _ C !~D 3 O ~ C. io C. -. 0 `~ t/! S N ~ ~ ~ ~ <D !D 3 O n W ~ ~ ~ • n 7 C. ~ ~ cD ~~3~ cQ c- r: ~oocW ~ _. y ~! ~ 3 fl. 0 a ~~ ~_ so a ~~~ ~ 3 3 .~ < a n o ~' ~~ (~ ~ ~ ~ a=~ ~~D°.: d.~c ~ 7 C y Q ~ ~ .. ~ H <D ~o z ~ m ~ m O ~ ZZ ~ y ~ ~ D ~ n C ~ n O ~ ~ Z O O m ~ O Q Q O 7 L W g m N N _~ O D (D z m m 0 m 7 m ~t V~ C v 0 to U~ i~ 0 alq ap~Y 1T a ~. 3 ~~ ~ ~ n O ~^ ~, 1 b ~ c0 ~. ~ ~ ~• ~ ~. ~'R m n OT ~ W N -~ ~ Z m ~ N ~ ai ~ _ ~ 7 O ~ CAD ~ N '~ !~ m 3 m v o- °' ~ m ~ m m ~vn ~ m ~ _ ~ ~ ~ o C1 C ~ 1 7 ~ ~ ~ fD N ~_ 3~m ~+ .0 3 Q ? CD ~ ~ O 00 o T n m -* ~ ~• ~ ~ Z o c ~ n 'Y ~ C C1 Z e n cwi, ~ 3 ~ 0 o ~ ~ z~ w ~ `~ ° Z ~ ~ W m m ~ p ~~~Z N °•m v Z n v~ z ~ _Imn o ~'c ~ ~ ~ °: ~ °.: so v m . ~ z m n a a ~ ~ ~ ~z ~ ~ 'b / ~ `v ~ Z N ~ ~ < -~ < ~ W ~p < C. Q, 00 ~l ~ Ul A W N ?t Cn ~ 3 ~ ~ ~ r ~ ~ Z v °~ _' ~ ~ a p'1 O ~ (Q c O 1D a ~ C(TY OF RExBU~ AMERICAS FAMILY C(JMMIINfiY COMMERCIAL ADDITION City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (208) 359-3022 Project Information Permit # OS 00001 Permit Type Commercial Addition Project Name Just Sports Addition Site Address 1154 STOCKS AVE Parcel # RPRRXBP0020020 Project Description Just Sports Addition Names Associated with this Project Type Name Contact Phone # License # Exp Date Applicant Erikson Glen Owner Erikson Glen Contractor Owner 9999 12/31/2004 Fee Information Project Details Bid Price from Applicant 1 TOTA Project Valuation $75,000.OC Building Permit Fee 818.75 Plan Check Fee 81.88 Commercial Plumbing Permit Fee 30.00 Total Fees Paid $930.63 Print Name Date Issued: Signature Date Issued By: CITY OF REXBURG ~ • PERMIT # BUILDING PERMIT APPLICA ON 19 E MAIN, REXBURG, ID. 83440 Please complete the entire Application! 208-359-3020 X326 If the question does not apply fill in NA for non applicable PARCEL NUMBER: SUBDIVISION: /C°ti-~- ~ 5+~+ ets ~/h`~L OWNER: V`~e,~ ~i ~tdy PROPERTY ADDRESS: /~l= I/1/. ~~"rKer~• PHONE #: Home (+~) ~S6^ y y S ° Work OWNER MAILING ADDRESS: /~,~~'~. /~~~wi _UNIT#~ 1 BLOCK# Z' LOT# ~ -CONTACT PHONE # ~` ~ ~1`' ~.S a Cell ( ) e,,,,~ CITY: ~ k~~ STATE: ZIP: ~~'j'`'~"fl APPLICANT (If other than owner) (If applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) MAILING ADDRESS OF APPLICANT / Z ~FY" ~-~1~i~~w.: ,hva CITY: bc~w STATE; ~~~~ ZIP T.~y4'b PHONE #: Home ~'~,)-3rc-~o~~.o Work ( ~~- if L~ Cell ( ) ~ /.~ /(Z~' ~ ~ / 356 ~+"~ `~',~ 3~~ CONTRACTOR,~I~cx..~~.,c.h~}v~ekS PHONE: Home# y ~ t~ o Work# i~ L ~ Cell# /~ t P' MAILING ADDRESS: ~ I'~~ ~~cs~w. _ ,/~v ~ CITY / bc~ STATE~ZIP Y~ S~.Ya How many houses are located on this property? Did you recently purchase this property No Yes (If yes give owner's name) Is this a lot spli~~ YES (Please bring copy of new legal description of property) PROPOSED USE: ~O ~^'~~~"~W- I (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 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 permit on approval issued under the provisions of the 2000 International Code in cases of any false statement or misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not star days. Permit void if y~grk stRps for 1~0 days. of Owner/Applicant /l/Lq/off 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 Rezburg'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** NAME ~ ~ s 1` S~ ~~ ~ • PROPERTY ADDRES(S ~ ~' { ,~.. ,S'~~ ks /~,.,,~ SUBDIVISION (~c -bcn 4~v. t1 Dwelling Units: SETBACKS FRONT ~© +~ SIDE Front Footage (if applicable) Storm Water Length SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area Unfinished Basement area Finished basement area Second floor/loft area Third floor/loft area Shed or Barn 2 5r m o mgt Remodel (Need Estimate) $ T S ~ o ~ Garage area Carport/Deck (30" above grade)Area Permit# PLUMBING Plumbing Contractor's Name: ~~ Business Name: Address ~ State Contact Phone: ( ) Business Phone: ( ) FIXTURE COUNT Clothes Washing Machine Sprinklers Dishwasher Tub/Showers Floor Drain Toilet/iJrinal Garbage Disposal Water Heater Hot Tub/Spa Water Softener Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ (Commercial Only) Signature of Contractor License number Zip Date The City of Rexburg's permit fee schedule is the same as required by the State of Idaho Parcel Acres: Z `~ ~ SIDE ~ r BACK ~~ 2 MECHANICAL Mechanical Contractor's Name: Address Contact Phone: ( ) Business Name: State Zip Business Phone: ( ) FIXTURES & APPLIANCES Furnace Furnace-Air Conditioner Combination Heat Pump '~' Air Conditioner Evaporative Cooler Pool Heater EXHUAST & VENTILATION Dryer Vents Range Hood Vents ~,~ ~a Fuel Gas Pipe (# of Outlets) Signature of Contractor Unit Heater Decorative Gas-Fired Appliance Space Heater Incinerator Broiler Cook Stove Vents Bath Fan Vents Mechanical Estimate $ License number Date The City of Rexburg's permit fee schedule is the same as required by the State of Idaho WATER METER COUNT WATER METER SIZE HEAT (Circle all that apply) Gas Oil Coal Fireplace Electric (Commercial Only) 3 ._ 12!03/2004 15:44 FAX 2087854 SHEPHERD TRUSS ~ I~J002 s ono.~o»o.-o -~ ea .~ ++ ••~°ri ooo.laooo.ao a w w a ririrrrrr P1O q eOe~V000rmm0 ..,~r~ ~ e ~ °O f-~ ...~ C ei e~nwl Pltl Vb ~ ° ~,r°no~i~gl "~4 o.awer~»~nrm ~ 7 Q oa o ea.a.~ wly.r.i.i.~ ~ ~ ~ r T $ f a••~~ ° ° ~ d ~oNw»o~~no ((ll u N ~ ~ gr L' M U~ w ~en C t r r r r r t r r ~El~ ~~ ,~~ n - ~ ~~ Y 9 N~~~OF ~ ~ ~omraoaa-wo ~~t1~ 8 ~ ~ ~g aa77 hrrrrrrrrr '" ~ n ~3 ~n n~3~~~.o~~ y ~r~. r~ ~.~nsly»mrmw y R'AI~C' ~ i ~ ~ C _ ~ ~R~~ 8 ° ~~~~~~ ~' ~ ~ ~ ~ o g .anlnr~ oN a~ ¢ d° $ ~~ ~~~~ "~ ~ o ~~ t° e ~~ ~~ ~ ~~~gi ~ s 4 .~~~g a~ ~p}r~ra M M N m~ m ~ ` 1qs a Si iii~liCH y ~ei~~~ ~ w s ~ ~ ~ ~ ~~ 5~~ r ~~H~~Q~.1wN~11p11 Y ~ O A ~ ~ ' ~ ~ ~~~~3 N ~ ~rrrrii77 1 i~ 4y ++++~~litr~ ~'~ ' r 4 .l ~ ~ ~ ~ F W C M ~ ~ ~~ p f~ ~~ ~r O ~ gy ~~ .Y~a~~~~~~~ us ~ x ~ ~~~~~~~ ~~ o ~ ~ ~ ~ m a~ s~ ~ ` g~~ ~~41~4 i g_~33 ~~ » ~ ~ ~~ppi '~ e. ~ ffi~<~~ ~~{j as p~ M w~ro ~ a A' ~ p ~ W c N ~C ~ .~ s M Sh^ ~~ SA"~Q~~~9 a~.iaRw~~ n ~ ~ ~ i~3 irL ~~~~> N ~ ~~~~ ~~ ~ ~ ~ ~ ~ ~~~~~ s ~ ~5~~~~~ g ..m H /mow/ „~lllyyyyrrrr ~~pp _ r~ _p ~~~ G~.a~ ~~5~ QOF O~~ vONC~1rN O •~i :.: ::aoo "~ J ~ s ~ ~`.. .,~~p{ ~1 ~r .soaa x W l~ tpp[ tpp 7 o~~A ~rA Ay ITV^MAM ap~eRi .Of .Ori ~VHN Ir O ~ ~ ~ 1~ ~w0~0 VOp:Opp:e~O~ LpIOO0oPa9o0O Y W ge+e .°1 ~~ ~7llpw Rwle'1~ Rww eel NrYfAAM nw.a R~~rr re ~ M~ Ts~~¢r t1C e~.+d~~ ::tieio:ao OOOOOOOa00 R O ~ p ~ e~ ` ~.~se:r~~ ~abl opl ~lov~ S~nioo°a$oo~l$g ~ g = avooo:oo eooaoooaoa ®~1S~a'ZS O 0 iao.~1 ~ ov~°a~eswaa eww$e.Z .~~ oewwve ~ ~ s ~ i °~ aeww~iweo ~~voe..p~ ~ ~i x l I; 1 iwNw.+ ; w w t r i i r ~ r .wa erwiww„ ~~ O .Q a ~ ~ O ww~wer~e nw•• ~ ~ n ~ g 1'! ww~N~r n Nw.l w.~.r .a .1JK erMMel rrM ~ > ~ ge+wwgg Yi.r.w~Sdo~'~ ~~:rarir~~r~nr ~$ ~arrl~elrv.~r O ~ F- ~ _ as .... ........ .. 2 1,2f03f2004 15:44 FAX 2087850 SHEPHERD TRUSS ~ x]003 _. 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Materials: Dimensional Lumber - NDS 1997 design values Concrete: 3000 psi @ 28 days Reinforcing Steel - #4 and smaller Grade 40, #5 and larger Grade 60 Assumptions: IBC 2000 -Foundations designed for Max Brg Pressure of 1500 psf increased for depth Design Loads: Roof Live Load (min) - 20 psf during construction Ground Snow load = 50 psf, Roof Snow load= 35 psf Snow Load Importance Factor - 1.0 Snow Exposure Factor - 0.9 Wind = 90 mph, Exposure B Wind Importance Factor - 1.0 Wind Exposure = B Seismic Design Category - D 1 Seismic Use Group - 1 References: IBC 2000 Customer Drawings TrusJoist MacMillian Design Guides Summary: All beam sizes and footing sizes are noted on the drawings. ;~ Y.~ c) ~` , w- ~~' ''~ . ~• , ~°i3 ~ "~, .~ .fz1Z?~o~ These calculations and included details are for this location and customer only and not to be reused in any manner without the written consent of Design Intelligence. Designed B : Scott A Spaulding, .E. Checked By: Dat : Date: b Des~'gn Intelligence, LLC • JUST SPORTS ADDITION • 12/27/2004 3685 W Hwy 33 DAVE RICHARDS Rexburg. Idaho 83440 REXBURG. IDAHO Design Parameters ~ - -_-- - -- _ __ Snow Load: 35 psf - - - ~ ----- -- -- ___ --- Snow Loads -_______ ~ i - _-_- ~, ' - - -- Rise , Run Reduction ~ Use _-__ _ Roof Pitch _ 3 12 0.0 psf __ ~_ 35.0 psf _ - Roof Pitch 4 12 0.0 psf 35.0 psf Roof Pitch 6 12 2.5 psf _ 32.5 psf Roof Pitch 7 12 3.8 psf 31.2 psf ____ Roof Pitch 8 12 5.1 psf __ 29.9 psf __ _ __ Roof Pitch 10 12 7.4 psf _ 27.6 psf _ ____ Roof Pitch 12 12 9.4 psf _ 25.6 psf -- Wind - _ _ I __ ---- - i -- -- ---- - -- -- Design Wind Speed 90 mph Importance Factor 1 Exposure B Simplified Method - Section 1609.6 -- --- Applicable loads are shown in bold letters. ----- Horizontal Loa ds ~ - End Zone Interior Zone Transverse Wall Roof Wall Roof ___ < 5:12 12.8 -6.7 8.5 -4 _ 5:12 17.8 _ -4.7 11.9 _ --- -2.6 __ _ > 5:12 14.4 9.9 11.5 7.9 _ Longitudinal 12.8 _ -6.7 8.5 -4 _ Vertical Loads _ __ End Zone __ ___ Interior Zon ______ e _ Winward Ov erhang Transverse Windward Leeward Windward Leeward End Zone Interior Zone __ Roof Roof Roof Roof < 5:12 _ ~_ -15.4 -8.8 -10.7 -6.8 _ -21.6 __ -16.9 _ 5:12 -15.4 -10.7 -10.7 -8.1 -21.6 -16.x_ > 5:1 2 5.6 -8.8 i 4.8 -7.5 -5.1 -5.8 Lon itudinal g -15.4 8 8 10.7 6.8 i -21.6 -16.9 . - --- -- ------- - 1- --_ ~ _ -- __ -- _ . ----}-- Maximum Horizontal Wall Loa ds Transverse~ 1 _ _ ~ Zone _ _ - - ------~--- 1 E - 4E 1 4. --_- T_-_ _ _~_ - - -_ < 5:12 ~ 9.8 ~ - - -5:12 -- 12.1 -- ~- _ 7.5 -10.1 - - ---- - 7.2 8.8 -- _ 5.8- -7.5 - -- _ --- ~ - { _.. -- - _ - ~ > 5:12 10.7 8.1 9.1 -6.8 ~ I Page 1 Design Intelligence, LLC ~ JUST SPORTS ADDITION • 12/27/2004 3685 W Hwy 33 DAVE RICHARDS Rexburg. Idaho 83440 REXBURG. IDAHO Longitudinal 9.8 - __ ~ -- -- - _ -7.5 7.2 _ ~ 5.8I __ --I _-~-_ --~ __ -- - Component and Cladding Design Wind Pressures -Table 1609.6.2.1(2 ) ---- - - _._ ~ ~ Roof - -- __ Zone _ 1 -- - Area 10 -- _ _--- -t < 5.12 0 -- - 14.6 ~ ___ -- --- 5.12,101 -13.3 > 5_:12 13.3 _ -14.6 1 20, 10 -14.2 10 __ -13 13 -13.8 1 50 10 -13.7 10 -12.5 12.5 -12.8 1 100 10 -13.3 10 -12.1 12.1 -12.1 2 10 10 -24.4 10 -28.2 13.3 -17 2 20 10 -21.8 10, -25.6 13 -16.3 2 50 10 -18.4 10' -22.1 12.5 _ -15.3 2 100 10 -15.8 _ 10 _ -19.5 12.1 -14.6 __________ 3 10 __ 10 ___ -36.8 10 -28.2 13.3 __ -17 3 20 10 -30.5 10 -25.6 13 _ -16.3 3 50 10 -22.1 10 -22.1 12.5 -15.3 3 100 10 -15.8 10 -19.5 12.1 -14.6 Wall _ __ ___ 4 10 14.6 -15.8 _ 4 20 13.9 -15.1 _ 4 50 13 -14.3 _ _ _ ____ 4 100 ____ 12.4 _ -13.6 _ ~ 5 10 14.6 -19.5 _ 5 20 13.9 -18.2 5 50 13 -16.5 _ __ 5 100 12.4 -15.1 _ Roof Overhang Compone nt and Clad ding Design Wind Pressures -Ta ble 1609.6 .2.1(3) Zone Area < 5:12 5:12 > 5:12 2 10 -21 -27.2' -24.7 _ 2 20 -20.6 -27.2 _ -2~ _ 2 50 -20.1 -27.2 -23 2 100 -198 -27.2 -22.2 _______ 3 10 ___ -34.6 _ ~ -45.7 -24_.7 3 20 __ -27.1 _ __ -40.5 -24 3 50 _ -17.3 ___ -33.6 -23 3 100 -10 -28.4 -22.2 1609.6.2.1(4) H eight and E xposure Adj ustment Co efficient = 1 --- _ } _ -- _ ' t ~ - -_ -- - ---- -- _--- r Page 2 Design Intelligence, LLC • JUST SPORTS ADDITION ~ 12/27/2004 3685 W Hwy 33 DAVE RICHARDS Rexbura. Idaho 83440 REXBURG. IDAHO -.- ._ _- - - _ - ---- ----.. -- Seismic '~ -___ ___ -- _ - i _ _ _. _- -- ~ __ _---- - - - -~ - __-- -----~ 1 --- -- --- -- Reference Code - IB_C__20__00 - Values for Ss, S1, Fa and Fv are taken ' 1615.1.2.(1)___ 1615.1.2(2) Fa Fv f rom Code Control CD using_Zip Co de - 1615.1 __ Ss 0.606 - g - _ _ 1615.1 SI 0.193 g _ _ ~ - -~ Fa - Fv Site Class A -Hard Rock ' ~ 0.8 0.8 _ Site Class B -Dense Soil or Soft Rock _____ ___ ' 1 1 I _ Site Class C -Stiff Soil ~ Site Class D -Soft Soil ___ _ 1.2 1.7 1.32 2.03 ----~I Site Class A B C D 1615.1.2 SMS = FaSs 0.4848 0.606 0.7272 0.79992 _ 1615.1.2 SM1 = FvS1 0.1544 0.193 0.3281 0.39179 Design Spectral Resp Accel ~ 1615.1.3 SDS = 2/3*SMS 0.324816 0.40602 0.487224 0.535946 _ SDI = 2/3*SMI 0.103448 0.12931 0.219827 0.262499 __ 1616.2 Seismic Use Group 1616.3 Seismic Design Category Group I -Non-Essential Table 1616.3(1) D Table 1616.3(2) D Seismic Response Coefficient ~ 1617.6 (Table 1617.6) Response Modification Factor R = 6 1616.2 (Table 1604.5) Occupancy Importance Factor I = 1 Basic Fundamental Period _ Ct Steel Moment Resisting Frame 0.035 __ Reinforced Concrete Moment Resisting Frame - 0.03 a-- -- All Other Building Systems 0.02 Building Height 16 ft Table 1617 .4.2 Cu = 1.2 Approximate Fundamental Period Ta = Ct*hn^3/4 = 0.19 sec Rigid Bldg Site Class A B C D Cs =SDS/(R/I) = 0.0541 0.0677 0.0812 0.0893 Max Cs =SDI/(R/I)T = 0.0033 0.0041 _. 0.0070 0.0084 - __ - Min Cs 0.044SDS*I 0 0143 0.0179 0.0214 0.0236 Design Seismic Response Coefficien t Page 3 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 • JUST SPORTS ADDITION DAVE RICHARDS REXBURG, IDAHO i j Site Class --- Cs - _ I - 1617.4.1 Equiv Lateral Force Method~~ ~A_~ 0.0143 0.0179 V - CsW = C D - - 0.0214 0.0236 0.0236 W 1617.5.1 Simplified Approach I - Determine Method of Seismic Analys ~ Light Framing Construction Criteria V = 1.2"(S --- - ~ -- is ~ _ -- _ DS/R)*W = ' - 0.10719 -- - W __ --- ---- 2308.2.1 Building stories 1 stories YES 2308.2.2 Bearing wall floor to floor heig ht 16 ft NO 2308.2.3.1 Average DL 15 psf YES 2308.2.3.2 Floor Live Loads _ 50 psf NO __ 2308.2.3.3 Ground Snow Load 50 psf YES _ 2308.2.4 Wind speed 90 mph YES 2308.2.5 Truss Span 60 ft NO 1616.6.1 Simplified Analysis Requirements 1. Does Building meet light frame construction criteria ? YES _ 2. Is building of any other construction with flexible diaphragms at every level as defined in section 1602 ? YES Buildin ma use Sim lified Anal sis Method 12/27/2004 Page 4 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 • JUST SPORTS ADDITION DAVE RICHARDS REXBURG, IDAHO 12/27/2004 Type Fb psi Fv psi E psi LVL 2600 285 1900000, GLB 2400 190 _ 18000001, --- DF 1300 - 95 -- r - 1900000 ! - - - --- __ -~____-- i -___- _-_ ___ _ __;I .__ _ -__--- Beam 1 I Wall Frami ng -SIP ca rries 18 psf - 22 requi red Type ~Fb psi Fv psi ~ ~ E psi i - _ DF 1300 95 1900000 _ -------- ~ ~ j --- - -------- ----. Span = -__ 16 ft ~ _- Tributary Area = 4 ft - ----- --- -- - - --- - I Loads _ Point Load = 0 Ibs Snow 0 psf Uniform Load = 0 Ibs/ft Live Load 4 psf (22-18) I 16 Ibs/ft Dead Load 0 psf I 0 Ibs/ft Moment Live Load Moment = 512 Ib-ft = 6144 Ib-in Dead Load Moment = 0 Ib-ft = 0 Ib-in Section Modulus Required = 4.73 in3 Section Width = 1.5 in. Section Depth = 5.5 in. Section Modulus Provided = 7.6 in3 OK Moment of Ineritia Provided = 20.8 in4 ---- Deflection -- ------- --------- ----- Live Load = 0.60 in. L/360 0.53 in. NG Dead Load = 0.00 in. Total = - -- - 0.60 in. --- L/240 0.8 in. OK __ Horizontal Shear - ~ --- i -- fv = 23 si p OK ~ -- -- _--- FV = 95 psi _ Allowable i Reaction = 128 _... Ibs --. ___ __- - _ Use - __. _ . __ 1.5 .._.__-. ..._..-__1 _ _ i X ! 5.5 _. _._ 1__ __--__ _ _._ DF _ _- -- + _-. ..- - - _ ---- _ _ (DF#1 2x6 splines at 48" o.c. required) --- - T ~ --- -- __ I Page 1 Design Intelligence, LLC • 3685 W Hwy 33 Rexburg. Idaho 83440 JUST SPORTS ADDITION • DAVE RICHARDS REXBURG. IDAHO 12/27/2004 Type. ~ Fb psi ; - Fv psi ~ E psi- - --rt - --- ---- - - --_____ _- LVL 2600 --- - - 285 _1900000 ' - _ _ - -- - GLB ~ __ 24001 190 ~ 1800000 -- DF I _ --- 1300 95 1900000,. - t- Beam 2 i Overhead Door Head er ~ Type ~ Fb psi Fv psi ---~E-psi _ _ _ ' -- - - ____ ____ -- LVL 2600 285 1900000 ~ Span = ~ 12 ft - - Tributary Area = 32 ft - - __ _ Loads Point Load = 0 Ibs . - - ~--- -- ___ _ -- : -- Snow 35 psf I - - Uniform Load = 1120 _ --- Ibs/ft -- Live Load 0 psf __ 0 Ibs/ft --- - Dead Load 15 psf _- ~ - , 480 - Ibs/ft Moment -- _ _-- ~ - _ _ Live Load Moment = 20160 Ib-ft = 241920 Ib-in Dead Load Moment = 8640 Ib-ft = 103680 Ib-in -_ __ ~ Section Modulus Required = 132.92 in3 I Section Width = 5.25 in. Section Depth = 14 in. Section Modulus Provided = 171.5 in3 _ OK Moment of Ineritia Provided = 1200.5 in4 ___ -- Deflection _ ' -- I --- Live Load = 0.23 in. - L/360 - 0.40 in. OK -- --- -- - - I _ _ - Dead Load = 0.10 in. _ _ Total = 0.33 in. U240 0.6 in. OK ' ~---- - -- ---- ------ -_ i --- - -- _ --- Horizontal Shear i ~ ' r- fv -- ~- 196 _- psi OK ~- - - ~ ~ FV - 327.75 - -- ' si Allowable - _ 1 --- Reaction - ---_ - - --_ _ _ 9600 - _ .Ibs - - -- --_ _ ___-_ Use 5.25 X~ 14 LVL ' Page 2 f , ~ Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 JUST SPORTS ADDITION DAVE RICHARDS REXBURG. IDAHO 12/27/2004 Foundation De __ ~ _- fi- sign - ~ _ ; ~ i - ~ - -- Allowable_Bearing Cap acity 1 500 psf ;Max Roof Span = 64 ft ____ . .Max Floor Span = 0 ft Snow Load 35 psf i Wall Height = 16 ft Floor Live Load 40 psf Stem Wall Height = 4 ft _ Wall Dead Load Roof Dead Load -- __ __ 15 psf 15 psf - Stem Wall Width_=__ 8 in. _ _ Brick Dead Load 0 psf -- Floor Dead Load 15 psf ' ---~- --- _ 1 Exterior Bearing Walls - ---- ' t_ Proposed Footing Roof Loads _ 1600 Ibs/ft Width 20 in Floor Loads 0 Ibs/ft i Depth 10 in Wall Load 240 Ibs/ft Stem Wall Load _ 400 Ibs/ft __ _ Footing Load 208 Ibs/ft i ~, Total 2448 Ibs/ft Bearing Pr essure = 1469'; psf OK Reinforcing Requirements _. - _ Min Reinforcing Factors , Footin g ___ 0.002 _ Stem Wall _ Vertical 0.0012 Horizontal _ 0.002 Reinforcin g Bar #4 0.2 in'`in Footing - - ---- - ~ -- Continuous Reinforcin g Count 2 bars Stem Wall ___-- _-- _-- Continuous Reinforcing Count _ 4 bars I Vertical - Reinforcin Spacin _ 18 in. ____ Page 1 l ~ Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 JUST SPORTS ADDITION DAVE RICHARDS REXBURG. IDAHO 12/27/2004 Shear Wall Analysis -Short Wall _ - - ---- ---- --- Wind Load = ', 22 psf. _ ~, _ i Roof Height = ,!, 10 ft -- __ Wall Height - 16 ft _ - r I ~ ~ - ~ --- Length of Long Wall = 'i 40 ft_______;__ _____ _ - -- - _ --- Area at Mid Height of Wall = 720 ft^2 Wind Force = 15840 Ibs Shear Wall Length 60 ft - --- ~ Shear/ft in Wall @ Mid Height 264 - -~ ~ Ibs/ft -- Provide Structural Insulated Panel with min . 270 psf shear capac ity. ~ - - - - --; r i SeismicAnalysis Seismic M ultiplier = --- 0.107 - ~-- I _ Width Length Load ~ Weight Roof Dead Load 62 44 24 65472 Ibs (includes snow) Long Wall Length _ 60 ft Short Wall Length 40 ft i ~ Hei ht g ~ Len th I 9 _ Load 'Wei ht 9 Wall Dead Load 16 -- 200 15 24000 Ibs 1 Seismic Force @ Mid Height of Wall 9574 Ibs -- - Shear_Wall Length 60 ft__ - - - ~ j--- Shear per ft in Wall @ Mid Heigh t 160 Ibs/ft OK ~ __ _ _ - - - - -- Provide Structural Insulated Panel with min. 270 psf shear capac it . Page 1