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Home My WebLink AboutBP & DOCS - 05-00204 - Interwest Cabinet - RemodelZ .~ O = ~ N ~ ' ^~' m W m ~ • • rn z =~ ._ _ ~ Z ~ -~ o D ' O S 3 ~ C O p O~ S~ ~ N .~. ~ ~ m m O (D II 'D Z ~ ~ o- 3 ~ m D O a _. ~ rn _ N j ~ °~ ° m m - ~ 7 6 N O ~ rn o_ c O n w O ' •fl ~ ~ o _ .a c 3 ~ v ( > (7 ~ m `Q o C O v N ~ m ~ - ,~ ° v _ - ~ ~ o Z ~ o o- ~~ ~ _ ~ _ ~ °' ~ C ~ ~ v -~ ~ s Cn m -1 `° ~ ° r ~ ~ ~ S 5 co ~ S o ~ ~ v O_ < 3 T r ~'~ ~ ~ D ~~ ~ -~ ~ ° o ~ o m W v a m Z ~ D ~ z o -~ m v ~ ~ z D = ~~~~~ ~ m ~~:o ~ c 7 N -, z ~ cn ~ T C 0 0 ~ ~ ~? ^N C7 f" o ~ a _ ~ D 0 Qa ~ ~ ~ o m o c Z ~ - v ~ O O T Y ) O ~ d N ( = 3 ~ ~ C7 ~ o~o '~ g m o m ~ a n n 0 ao 0 .A N 0 0 c a v v 0 a N C a 0 ~1 ~ ~, n ~ ~ ,~r:~ ~ ~ ~' W ~ ~ ~ 3~ ~3 cc o a- ~~~N. ,~_~ X y .~- ~ ~ ~ ~~Na "a O ~ C . ~ n ~ ~~ m ~=;~ _M 0 ~. d K .. ~ ~ ,~ o N (7 = S ~ O ~ ~ a 'a a lD ~ 'O fD ~ N O ~ ~~ C ~ cD ~ O „~~ a m e. -. ay ,moo ~G N S N r. n O O S_ 3 ~ =w N ~ ~. n ~ ~ a n? ~ fD ~,~~a cn d ..; 3 y ~ O W ~__ <~~: f/ fD 3 o ao~ ~~~ ~. o 0 fD ~ N ~ 3 `` < a n o~ ~~ __ ~~ fp Z1 3 O O a .-. ~ m ~ X ~ ,may, ~ m O ~. 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C = (7 Z m c ~ ~~ i ~~~ ~ W ~ i 2 ~ ! j t ~ ~° -- - 1 m (7 ~ "` ~ ~ ~ i .~ ~ ~ 'n ~ ~ ~v r __ ~~ .+ .+ ~ D o cn 'b - -r( A Z ~ z ~ ti ~ 'v ~ 3 ~ , I~ p ~ ° I m o `~ , o ----- -- is --- is m ' -- ~- 1_ _,Q- CITY OF REXB URG . PERMIT # BUILDING PERMIT APPLICATION Please complete the entire Application! 19 E MAIN, REXBURG, ID. 83440 If the question does not apply fill in NA for non applicable 208-359-3020 X322 PARCEL NUMBER: (We will provide this for you) SUBDIVISION: UNIT# BLOCK# LOT# (Addressing is based on the information -must be accurate) OWNER: ~'/~yr'"G, . /Tg/~yl~~'~Li-, CON~CT PHONE # ~~~ - ~/~~j PROPERTY ADDRESS: ~ ~ S ~ r G'~ PHONE #: Home ~~ ~S'~- 3577 Work ~ ~~"~- 9~i~ Cell ( ) OWNER MAILING ADDRESS: ~~5. ~s''~G~. CITY: a~~iaG STATE~ZIP: ~~~ ~ EMAIL FAX ~js ~ - ~J~B~' APPLICANT: (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS CITY: STATE; ZIP EMAIL FAX PHONE #: Home ( ) Work Cell CONTRACTOR: MAILING ADDRESS: CITY STATE ZIP PHONE: Home# Work# Cell# EMAIL FAX How many buildings are located on this property? Did you recently purchase this property? No Yes (If yes give owner's name) Is this a lot split? NO YES (Please bring copy o~new legal description of property) PROPOSED USE: /~r°w ~~~ ~ o,~ ~ ~ s7%~' ~~~~-- (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, A dition, 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 sweaz that any information which may hereafter be given by me in heazings 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 started within 180 days. Permit void if work ~v iZ7 i 4.y DATE Do you prefer to be contacted by fax, email or phone? Circle One 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 I. 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval 3 **Building Permit Fees are due me of application** **Building Permits are vo~ou check does not clear** Please complete the ene Application! i~=~f If the question doe~.not ap y fill in NA for non applicable NAME ~~~.~-~ ~,,,~< h ~ PROPERTY ADDRESS Permit# SUBDIVISION Dwelling Units: SETBACKS FRONT SIDE SIDE BACK Remodeling Your Building/Home (need Estimate) poG -~ 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 Unfinished Basement area Finished basement area Garage area Carport/Deck (30" above g )Area Water Meter Count: Water Meter Size: Required!!! PLUMBING Plumbing Contractor's Name: Address Business Name: City Contact Phone: ( ) Business Phone: Email Fax FIXTURE COUNT (including roughed fixtures) Clothes Washing Machine Dishwasher Floor Drain Garbage Disposal Hot Tub/Spa Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $. (Commercial Only) Sprinklers Tub/Showers Toilet/LJrinal Water Heater Water Softener Required! 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 Parcel Acres: State Zip 4 • .;, p N N V Y W O W Z -~ m Q ~ ~ ~ F O Z J Q O H ~ M Z ~ M ~ J W U N ~_ O = O H O ~ - ~ m M M m N N arD O I~ O r Q' J fn fn X~ N O~ O~ M M O 0 0~ aO W N m M O~ X ~ ~ ~~ ( O f 0 ~ N N N ~ N~ fA N O fA V O N ~ w odor~~ z~~~d ~ ~ ~ ~ ~~ m ~° a ° rn~~Qo ~ a= d ~ c > a x~Q a~Q W of aa`a~ O ~ ~F-F~-V U V' J • :~ ~~ • • Design Intelligence, LLC Engineering Calculations Summary Date: June 22, 2005 Subject: Interwest Cabinet Entry Remodel, Rexburg, Idaho Customer: Interwest Cabinet Abstract This analysis uses the Design Criteria required by the local jurisdiction and the IBC 2003 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 2003 -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 2003 Customer Drawings TrusJoist MacMillian Design Guides Summary: All beam sizes and footing sizes are noted on the drawings. ,. ,~~ ~1 a 5~ 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. Desi ned B : cott S auldin , Checked By: Date: Date: U Design intelligence, LLC 3685 W Hwy 33 Rexburg. Idaho 83440 ~NTERWEST CABINET ENTRY REMOD~ REXBURG, IDAHO Design Parameters Snow Load: 35 psf Snow Loads 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 psi 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 Design Wind Speed 90 mph Importance Factor 1 Exposure B Simplified Method Section 1609.6 Applicable loads are shown in bold letters. Horizontal Loads 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 Zone 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 -16.9 ___ > 5:1 2 5.6 -8.8 4.8 -7.5 -5.1 -5.8 Longitudinal -15.4 -8.8 -10.7 _ -6.8 -21.6 -16.9 Maximum Hori zontal Wall Loads Transverse Zone - - -- 1E 4E 1 - _ 4 < 5:1 2 9.8 -7.5 7.2 -5.8 5:12 12.1 -10.1 8.8 -7.5 , > 5:12 10.7 -8.1 9.1 , -6.8 ~ 6/22/2005 Page 1 f7esigra Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 ~NTERWEST CABINET; ENTRY REMOD~ REXBURG, IDAHO Longitudinal 9.8 -7.5 7.2 -5.8 -I--- Component an d Cladding Design Wind Pressures -Table 1609.6.2.1(2) Roof Zone Area < 5:12 5:12 > 5:12 1 10 10 -14.6 10 -13.3 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 Pr essures -Table 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 -24 2 50 -20.1 -27.2 -23 2 100 -19.8 -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 _ --- ---- --_ _ I ~ _-- ~ 6/22/2005 Page 2 Design Intelligence, LLC 3685 W Hwy 33 Rexbura. Idaho 83440 ~NTERWEST CABINET ENTRY REMOD~ REXBURG, IDAHO __J _ Seismic Reference Code -IBC 2003 Values for Ss, S1, Fa and Fv are taken from Code Control CD using Zip Code_ _ 1615.1.2.(1) Fa ___ _ 1615.1.2(2) Fv 1615.1 Ss 1.235 g 1615.1 SI 0.646 g Fa Fv Site Class A -Hard Rock 0.8 0.8 _ Site Class B -Dense Soil or Soft Rock 1 1 Site Class C -Stiff Soil Site Class D -`Soft Soil 1.2 1.7 1.01 1.59 Site Class A B C D 1615.1.2 SMS = FaSs 0.988 1.235 1.482 1.24735 1615.1.2 SM1 = FvS1 0.5168 0.646 1.0982 1.02714 Design Spectral Resp Accel 1615.1.3 SDS = 2/3*SMS 0.66196 0.82745 0.99294 0.835725 SDI = 2/3"SMI 0.346256 0.43282 0.735794 0.688184 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 Fac tor I = 1 Basic Fundamental Period Ct Steel Moment Resisting Frame 0.035 Reinforced Concrete Moment Resisting Frame 0.03 All Other Building Systems 0.02 Building Height 27 ft Table 1617.4.2 Cu = 1.2 Approximate Fundamental Period Ta = Ct*hn^3/4 = 0.28 sec Rigid Bldg Site Class A B C D __ Cs =SDS/(R/I) _ _ __ 0.1103 0.1379 0.1655 0.1393 _ _ _ _ Max Cs =SDI/(R/I)T = 0.0164 0.0205 0.0349 0.0326 _ _ Min Cs = 0.044SDS"I = 0.0291 0.0364 0.0437 0.0368 Design Seismic Res onse Coefficient 6/22/2005 Page 3 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 ~NTERWEST CABINET; ENTRY REMOD~ REXBURG, IDAHO Site Class A B C D Cs = 0.0291 0.0364 0.0437 0.0368 1617.4.1 Equiv Lateral Force Method V = CsW = 0.0368 W 1617.5.1 Simplified Approach V = 1.2*(SDS/R)*W = 0.16714 ____ W Determine Method of Seismic Analysis Light Framing Construction Criteria 2308.2.1 Building stories 1 stories YES 2308.2.2 Bearing wall floor to floor heig ht 9 ft YES 2308.2.3.1 Average DL 15 psf YES 2308.2.3.2 Floor Live Loads 0 psf YES 2308.2.3.3 Ground Snow Load 50 psf YES 2308.2.4 Wind speed 90 mph YES 2308.2.5 Truss Span 24 ft YES 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 Building ma use Simplified Anal sis Method 6/22/2005 Page 4 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 •NTERWEST CABINET ENTRY REMODEL REXBURG, IDAHO Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 _ 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 _ Beam 1 Ridge Type Fb psi Fv psi E psi GLB 2400 190 1800000 __ -_A ____ f .. __.._-- I Span = 10 ft Tributary Area = 12 ft Loads Point Load = 0 Ibs Snow 35 psf Uniform Load = 420 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 180 Ibs/ft Moment Live Load Moment = 5250 Ib-ft = 63000 Ib-in Dead Load Moment = 2250 Ib-ft = ~ 27000 Ib-in ( --- Section Modulus Required = 37.50 in3 Section Width = 10.5 in. Section Depth = 10.5 in. Section Modulus Provided = 192.9 in3 OK Moment of Ineritia Provided = 1012.9 in4 Deflection Live Load = 0.05 in. L/360 0.33 in. OK i __ -- _ Dead Load = 0.02 in. Total = 0.07 in. L/240 ~ 0.5 in. OK I Horizontal Shear fv 41 psi OK --- _a -1 -- - FV = 218.5 p si Allowable t Reaction = 3000 Ibs 1 - - ----- ---- Use ---_ 10.5 I X 10.5 -___-__ _- GLB 6/22/2005 Page 1 Design intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 ~NTERWEST CABINET ENTRY REMOD~ REXBURG, IDAHO Type Fb psi Fv psi E psi ~ STEEL 24000 14400 29000000 LVL 2600 285 1900000 _ __ _______ ______ LSL 1700 400 1300000 ___ _ PARALM 2900 290 2000000 GLB 2400 _ 190 1800000 __ _ DF 1300 95 1900000 _ ~ _ Beam 2 Rafters Type Fb psi Fv psi E psi DF 1300 95 1900000 Span = 12 ft Tributary Area = 2 ft Loads Point Load = 0 Ibs Snow 35 psf Uniform Load = 70 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 30 Ibs/ft Moment Live Load Moment = _1260 Ib-ft = 15120 Ib-in Dead Load Moment = 540 Ib-ft = 6480 Ib-in Section Modulus Required = 16.62 in3 Section Width = 1.5 in. Section Depth = 11.25 in. Section Modulus Provided = 31.6 in3 OK Moment of Ineritia Provided = 178.0 in4 Deflection Live Load = 0.10 in. L/360 0.40 in. OK Dead Load = 0.04 in. Total = 0.14 in. U240 0.6 in. OK Horizontal Shear --- - - - fv = 53 psi OK - - - - _-- FV - 109.25 psi Allowable , TReaction = 600 Ibs Use 15 ___ X ~ 11.25 DF 6/22/2005 Page 2 Design Cntelligence, LLC 3685 W Hwy 33 Rexburo. Idaho 83440 ~NTERWEST CABINE i ;ENTRY REMODEL REXBURG, IDAHO Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 ____ 285 1900000 _____ LSL 1700 ___ 400 1300000 PARALM 2900 290 2000000 _ GLB 2400 _ 190 1800000 _ _ _ DF 1300 , 95 1900000 Beam 3 Truss Bott om Chord Type Fb psi Fv psi E psi GLB 2400 190 1800000 Span = 24 ft Tributary Area = 8 ft Loads Point Load = 0 Ibs Snow 35 psf Uniform Load = 280 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 120 Ibs/ft Moment Live Load Moment = 20160 Ib-ft = 241920 Ib-in Dead Load Moment = 8640 Ib-ft = 103680 Ib-in Section Modulus Required = 144.00 in3 Section Width = _ 10 in. Section Depth = 13.5 in. Section Modulus Provided = 303.8 in3 OK Moment of Ineritia Provided = 2050.3 in4 Deflection Live Load = 0.57 in. L/360 0.80 in. OK Dead Load = 0.24 in. - Total = ~ 0.81 in. L/240 1.2 in. OK Horizontal Shear --__ fv = 53 ! psi OK FV = 218.5 psi Allowable Reaction = 4800 Ibs _ __ Use 10 X 13.5 ~ GLB 6/22/2005 Page 3 Design Intelligence, LLC 3685 W Hwy 33 Rexburg. Idaho 83440 •NTERWEST CABINET ENTRY REMODEL REXBURG, IDAHO 6/22/2005 Spread Footing Design Values Allowable Soil Bearing Pressure = 1500 psf Min Reinforcing Factor = 0.002 Concrete Strength @ 28 days 3000 psi Steel Reinforcing (fy ) = 40000 psi Footing - F1 Description Vertical Moment Loads 5000 Ibs 0 ft-Ibs L =Length 2.5 ft B =Width 2.5 ft Weight 937.5 Ibs Thickness 1 ft V = 5937.5 Ibs e = M/V 0.0000 Qmax = V/BL(1+6e/L) = 950 psf Qmin = V/BL(1-6e/L) = 950 psf Reinforc ing for Long Direction Use 2.5 ft. Wide X 12 in. Deep Footing Calculated Minimum Reinforcin g = 0.72 in*in Rebar Size = #4 Area = 0.2 in*in Use 4 #4 8.00 in O.C. Reinforcing for Short Direction Use 2.5 ft. Wide X 12 in. Deep Footing Calculated Minimum Reinforcin g = 0.72 in*in Rebar Size = #4 Area = 0.2 in'`in Use 4 #4 8.00 in. O.C. Page 1