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HomeMy WebLinkAboutAPP & DOCS - 04-00368 - Zions Bank - CanopyCITY OF REXBURG PERMIT # BUILDING PERMIT APPLICATION 19 E MAIN, REXBURG, ID. 83440 208 359 3020 X326 PARCEL NUMBER: �t4 D `k SUBDIVISION: (`fi a , \ -If — UNIT# BLOCK# 4C LOT# 1 OWNER: _ 1 C -s c -,, 1z CONTACT PHONE # i3O l - 5aq - I L09 8 PROPERTY ADDRESS: IL-1-1 \\I o 2 � JM A PHONE #: Home ( ) Wo ( Cell ( ) OWNER MAILING ADDRESS: PO. 0 ©g 30 CITY: 5.L.0 STATE:_UT ZIP: 94 130 APPLICANT (If other than owner) & i'kso (If applicant if other than owner, a statement authorizing applicant to MAILING ADDRESS OF APPLICANT p o - 3 o- "x CITY: F PHONE #:Home ( ) Work G /o � r , K as agent for owner most accompany this application_) STATE; Q ZIP — t 3 `i 0 3 Cell( ) CONTRACTOR: l.. rT C.1.�u ,, PHONE: Home# Work# Z�c �ell# MAILING ADDRESS: ?. L ), D a X N U 5 CITY 2L STATE _ 1 �ZIP R SH `1 'Z How many houses are located on this property? _ - Did you recently purchase this property? &x Yes (If yes give owner's name) Is this a lot split? oP YES (Please bring copy of new legal description of property) PROPOSED USE: D x" Ny On (i.e., Single Family Residence, Multi atnily, A Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of petjury, 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 Iaws 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 fad in the application or on the plans on which the permit or approval was based. Permit void if not started within 180 days_ Permit void if work stops for 180 days. `) / I l _ ? v� 9 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 J4 City of Rexburg's Acceptance of the plan review fee does not constitute plan up 0 "Building Permit Fees are due at time of application "" "Building Permits arc void if you check does not clear " O 1 2Q04 CITY OFREXBURG NaME �__10L S 13 �a ��e- PROPERTYADDRESS p S.U13DIISIUN �, s ,�� Dwelling Units: 0 Parcel Acres: Front Footage (if applicable) SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area — Second floor/loft area -- Third floor /loft area Shed or Barn — Remodel (Need Estimate) $ Unfinished Basement area '- Finished basement area Garage area -^ Carport/Deck (30" above grade)Area Cah ` V 1 �a50 S. F. PLUMBING PLUMBERS NAME ADDRESS CITY STATE ZIP PHONE ( FIXTURE COUNT CLOTHES WASHING MACHINE DISHWASHER FLOOR DRAIN GARBAGE DISPOSAL HOT TUB /SPA SINKS (Lavatories, kitch,cns, bar, mop) WATER METER COUNT SPRINKLERS — TUB /SHOWERS TOILET/URINAL -- WATER HEATER WATER SOFTENER WATER METER SIZE HEAT (Circle all that apply) Gas Oil Coal Fireplace Electric Commercial BmUdimrs & A arhnents BUILDING ESTIMATE ,S - 7-6. p PLUMBING ESTIMATE $ STORM WATER LENGTH FRONT FOOTAGE STRUCTURES DESCRIPTIO USE BEDROOMS UNITS - NON CENSUS - OCCUPANCYIOAD EXI CONSTRUCTION or, F ro ROOF SANITATION OD HEA T - TS — FLO D SETBACKS FRONT O ZONE FENCE TYPE OCCUPANCY / SIDE SLOE BACK Rp •. `` � L 1, 'J CITY O FR XX UR 0A Design Intelligence, LLC Engineering Calculations Summary Date: September 30, 2004 Subject: Zion's Bank Canopy, Rexburg, Madison County, Idaho Customer: Nielson Bodily Architects This analysis uses the Design Criteria required by the local jurisdiction and the IBC 2000 as the basis for the calculations. 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. 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 Cott A S auldin , P.E. . Checked B y: Date: Date: 111 . Design Intelligence, LLC Z|ONS BANK CANOPY 9/30/2004 3G85VV Hwy 33 REXBURG.|DAHO Rexbura. Idaho 83440 '"OF 1 ,53 1w) I u��Dl Page 1 Snow Load: 35 psf Snow Loads Rise Run [Re c du-, tion Roof Pitch 3 12 Off psf Roof Pitch 4 12 0.0 Use 35.0 35.0 psf Roof Pitch 6 12 2.5 psf 32.5 psf 29.9 psf Roof Pitch 8 12 5.1 psf Roof Pitch 10 12 7.4'psf 27.6 psf Wind Design Wind Speed 90 mph Importance Factor Exposure B Simplified Method Section 1609.6 Applicable loads are shown in bold letters. Horizontal Loads Transverse Wall Roof ':Wall Roof Longitudinal 12.8 -6.T 8.5 -4 Vertical Loads Winward Overhang Zone ln_teri�r Zone End Zone Interior Zone Leeward Windward � Leeward Transverse Windward - -End Wall Loads Zone 1E �4E 1 4 Longitudinal Maximum Horizontal Transverse '"OF 1 ,53 1w) I u��Dl Page 1 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 ZIONS BANK CANOPY REXBURG, IDAHO Longi 9.8 -7.5 7.2 5.8 C ompo ne nt an d Cladding Design W ind Pressure - Table 1609.6.2.1(2) - - Roof - - - -- -- - Zone < 5 :12 - 5:1 O 1 > 5:12 _ -13.3 1 � Are a 10 O 14.6 13.3 14 20' - -= - 1 10 - - 12 5 13 i 12 5 12. - 13 3 -- -- 1 3.8 12.8 -12.1 - 1 7 - 1 50� 10 1 01!, 1 _ 10 ' - 1 10 - - 10 12.1 , -- i - 2 - - 2 - L- 24.4 2 + 20 10 -21 _ 10 - - -25.6 13 16.3 2 50 !,_ 10; - -- 12 5' 15.3 -18. 10 ' -22 .1 - - - -- 2 1 - 1 - � � r - - 1 - - -- l 10 -19.5 121 14.6 3 3 10 20 10 10 -36.8 -3 10 10 -28.2 -25. 13.3 13 17 16.3 - 31, 50 10 - - -2 2.1 10 -22.1 12.5 2 121 -15.3 - 14.6 3 1 1 0, -- -15.8 10 19.5; Wall - - -- - - 10' 14 6 ' - -_ - - -- - - 20 50 13.9 -- 13 1 15 .8 15.1 -14.31 - - -___- - - 4I -- 4 -13 .6 100; -13 .6 - - -T- ,- 2 0 - 13.9 - -- -19.5 18.2 -- -� - - - - - 5 50! 13 -16.5 -- 0 - - 1 -15. Roof - Ov_erhan C om p one nt an Claddin D esign Wind Pressures -Table 1609.6.2.1(3) Zone Ar ea < 5:12 1 5:12 > 5: - - - - -- 2 2 1 0 20 1 21 -2 .� -- 0 6 __- -27.2 27. 2, - - 24 - 50 - - 20 1 � -23 - -- 2' - -- 100 ` - 19 8 -- I - 27.2'- - 22.2 3 10 34 6 -45.7 -24. - 3 20 50 - - -17.3 j - - - +- -- -! - -- -33.6 - _ -- - - -24 -23 3 100',1 28 .4 - - -_ _ - - -- - 10 -- -- -- - - -- - { - -22.2 -- _ Height and Exposure Adjustment Coefficient l ustment Co ' 1 - -_ i 9/30/2004 Page 2 Design Intelligence, LLC 3685 W Hwy 33 ZIONS BANK CANOPY REXBURG, IDAHO 1\C'AUU1 , IUQI IV OJ°+°+V Seism - -- - - I I _ Ref Cod 2000 e - IB 200 _ a ue or s a an v are to I from C ode Control CD usin g Z i Co d P 1615.1.2.(1) Fa - ken - - - 161 - - - - - --- - - 1615.1 Ss 0.511 g -- _ 1615.1 SI 0.164 g - r F Fv Site Class A - Ha Rock _ 0.8 0.8 Site Class B - D ense So il or Soft Ro 1 1 Site Class C - Soil Site Class D - Soft Soil 1.32 2.03 Site Class A I B C D 1615.1. _ ISMS FaSs 0. 40864 0.5108 0.6 0.674256 SM1 = F - - ---� - - -- - 1615.1.2 � 1 0.131 01644, 0.27948 0.333732 i P Design Spectr Res p Acc el - - - -- - 1615.1.3 SDS = 2/3" SMS - 0.27378 _ 106 --- _ 0.3 { 0.4 106832 0.451752 SDI = 2/ 3" SMI 0.088 1181 0.110148 0 0.2236 Sei smic Use Group 1616.3 Seismic Design Category _- -I. -- � - - - - -- L -- - -'- - - -. -- Group I - Non - Essential Table 1616.3( D T able 161 3 2 D Seismic Response_ Co efficient T ,1617.6 (Tab 1617. Res ponse Mod ification F a_ c torR = 6 616.2 (Table 1604.5) Occupancy Importance Factor I _ - 1 Basic Fundame P eriod Ct Steel Momen R esist ing Fr ame 1 0.035 Reinforced Conc rete Mom ent Resisting Frame 0.03 All _ I � - -_ . I Other ui m stems � 0.02 - -� 9 Y Building Height 20 ft Table 1617.4.2 Cu = 1.49 Approximate Funda mental Period -_ Ta = Ct" hn ^3/4 = 0.28 sec R Bld Site Class A B C D Cs = SDS /(R/I) 0.045 0. 0570 0.0684 0.0753 Max Cs = SDI /(R = 0.0 041 0.0052 0.0088 0.0105 - 0.0151 0. _ -- - - - - 0181 0.0199 - Min Cs - 0.044S * I - 0.0120 Design Seismic Response Coefficient - T- 9/30/2004 Page 3 Design Intelligence, LLC ZIONS BANK CANOPY 9/30/2004 3685 W Hwy 33 REXBURG, IDAHO laano 83440 Site Class B 0.0151 C D Ei�� Cs - 0 .0181 0.0199 1617.5.1 Si m Iifie A roach V = 1.2 '' SDS /R *W = 0.0241 W 1617.4. E quiv Late ral Force Method V Cs - -- p _ p P - �_ ( - ) - - 0.09 035 [ W i - -- - - -- f Determ Met hod of Seismic Anal ysis Light Fr Co Criteria j NO YES CRY OF REXBURG" Page 4 2308.2.1 Bui lding stori - 1 storie YES - Bearin t o fl h eight -- 12 ft i NO 2308.2.3. Avera g a DL__ - - 0 sf YES 2308. Fl Liv Load 0 - p __- psf _ Y 2308.2.3.3 Gr Sn Load 50 psf YES 2308 2. Wind s pe ed -- - -- 90 mp YES 2308.2.5 Trus S p a n t - 30 ft _ Y - 1616.6.1 Simpl s An al is Require yT - - - I _ -- 1 . Does Build me light fra c criteria ? - r - ot w ith fle xible diaphragms at 'every level a d efin ed n section 1 l - -_ - T - - - -- - - - - Building may use Simplified Analysis M ethod NO YES CRY OF REXBURG" Page 4 Design Intelligence, LLC ZIONS BANK CANOPY 3685 W Hwy 33 REXBURG, IDAHO Rexburg, Idaho 83440 T F ps i Fv psi - !E psi - 2 2851 -- 19 24 00 j 190 180 0000 i 13 001 - - -i Tru Su pports ;_ Fb psi { Fv psi I E psi 2600 285 1900000 20 ft A rea = 18 ft '- -- - - -- - - - -; - T _ -- - - -- _ LVL GLB -- — { - -- DF B eam 1 Type LVL S an -- p _ J - - -- Tributary L oads __ Point Load 0 Ibs _- - - -- Sn ow 35 psf - { Uniform Load = 63 0 Ibs /ft Liv Loa 0 psf 0 Ibs /ft Dead Load 15 psf - 27 0 Ibs /ft t Moment - - 31500 - - - -- i - -- Li ve Load Mo = - - - Ib - - 3 7 80 00 1b -m D ead Load Mome = 135 lb-ft = 162000 lb-in -- �- - Sectio M odul us Re quired 207. _ - 1 - - � 69 in3 Section Wi dth 5.25 in . Sec Dep 16 in. S ection M odulu s Prov ided = 224.0!in3 'OK Mom of In eritia Provided 1792.0 in4 -- -- - __ Defle - -1 -- -- - - - -- - - - -- - - -- Live Load = 0._67 i L/360 0 .67 in. OK De Load = 0.29 in. Total = 0.95 in L/240 1 in. OK Horizontal S hear 1 fv - 1 61 psi OK - - -- - - I FV = 3 27.75 psi Allowable Reaction 9000 Ibs Use 5.25 X 1 16 LVL 9/30/2004 M Page 1 1 ■ Page 1 Design Intelligence, LLC ZIONS BANK CANOPY 9/30/2004 3685 W Hwy 33 REXBURG, IDAHO Kext)urg, Idaho 83440 Sp Footing Design Va lues Allowa Soil Bearing Pres = Min Rein Facto = Co S tren g th @ 28 days - I Stee Reinforcing (fy) _ - � - � -- - - 40000 psi F ooting - F3 Desc V i I Mo men t Loads 15000 I 0 ft - Ibs L - Le ngt h 3.5 3 - _ -- - - - -- �- -- - - - -. g - - -- - T - - -- - - - - -- -r -- - - Ib _- B - Wi dth 3.5 ft W 1837 5 is Hess - ft V = 16837.5 Ib s e - MN 0.0000, Qmax = V /BL 1 +6e /L - 1374 13 74 - psf r - t Reinforcin f or Long Direction Use 3.5 ft Wide X 12 in. Deep Footin - - -- -- ---- = -- Ca Minimum Reinforcin 1.008 1 in *in -- - -- Y _ _ - . - -- -_ Rebar Size = #4 A rea = - - - -- * - - -- - 0 2 I in *in Use 6 #4 7.20 in O .C. Reinforc fo Sh ort Directio Use 3.5 ft Wid X 12 in. Deep Footing C Minimum Rein forcin 1.0 08 in *in - -- - - -- - -A. - -- Rebar Size = #4 + Ar ea = 0 2 in *in -- i Use 6 - - -- - #4 7.20 in O.C. I �, ts• I L �°� ®� Page 1 R G Design Intelligence, LLC Z|ONS BANK CANOPY 0/30/2004 3685VV Hwy 33 REX8URG.|DAHO "=^""' Shear Wall Analysis - Short Wall Wind Load 22 psf Roof Height 9.5 ft Wall Height Length of Long Wall 17.5 ft CITY OF REv,3URG Page