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Home My WebLink AboutAPPLICATION, MULT DOCS - 04-00383 - Brighton Condos - Bldg 3I T CITY OF RFXB URG PERMIT # BUILDING PERMIT APPLICATION 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: , 7 - 4d arf+SD,�V UNIT# BLOCK# LOT# OWNER: S/YU 4) V,�k o otoo 4S CONTACT PHONE 09931 3 - 2, 3 Z-Z PROPERTY ADDRESS: 7� So PHONE #: Home 00 1) & - Z - /8l Work (BQ0 -� Cell OWNER MAILING ADDRESS: �36(o�rG0gC4 AI*J✓ eITY: hA&&;•t/STATE: ZIP ?3a ? APPLICANT (If other than owner) 1144 R, () ��- (If applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) MAILING ADDRESS OF APPLICANT u S /6: % CITY: A - el eSTATE; —� -� ZIP F327 y PHONE #: Home (a 3 �/ g 2 , j Work ( ) � 1 �i9 -►-+, Cell (2 j/�_ Z3 Z o Z CONTRACTOR: e,/; Home # 2_ ork# Cellf MAILING ADDRESS E.Cu ie: Pey- R( CITY QfYW✓ STATE ZIP �3 Z lo� How many houses are located on this property? N j Z 9bd:w S j 1411/ i -S A,f. . Did you recently purchase this property? Dte Yes (If yes give owner's name) Is this a lot split? , YES (Please bring copy of new legal description of property) PROPOSED USE: AP S.MP SrHd ,6 A A-r - 1;V e -1`S (i.e., Single Family Residence, Multi tamily, 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 started within 180 days. Permit void if work stops for 180*ys. of Owner/ moo ao 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" NAME �y''►�'27`o� e a �U� A ' /Vi' �./ '! S 7 - 4�� PROPERTY ADDRES — �,,.�, (y 11.0 Permit# SUBDIVISION Dwelling Units: f 0 Parcel Acres: Front Footage (if applicable SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area V �_ Unfinished Basement area -49pl-- Second floor /loft area Finished basement area 1¢L_ Third floor /loft area Garage area -� Shed or Barn Carport/Deck (30" above grade)Area .ggC ---- Remodel (Need Estimate) $ PLUMBING PLUMB S NAME ADDRESS CITY - STATE X'd ZI PHONE (A 06o) 3-S' r S! 77 Z) FIXTURE COUNT CLOTHES WASHING MACHINE X DISHWASHER X I FLOOR DRAIN X GARBAGE DISPOSAL X HOT TUB /SPA SINKS 3 (Lavatories, kitchens, bar, mop) WATER METER COUNT SPRINKLERS TUB /SHOWERS ! TOILET/URINAL WATER HEATER l WATER SOFTENER WATER METER SIZE ►! HEAT (Circle all that apply Oil Coal Fireplace Electric Commercial Buildings & Apartments with 3 or more units Onl BUILDING ESTIMATE $ PLUMBING ESTIMATE $ STORM WATER LENGTH ti o g o� FRONT FOOTAGE STRUCTURES DESCRIPTION USE BEDROOMS UNITS NON CENSUS OCCUPANCY LOAD EXITS SETBACKS FRONT SIDE SIDE CONSTRUCTION ROOF SANITATIONMETHOD HEAT FLOOD ZONE FENCE TYPE OCCUPANCY BACK N 0400383-84 Brighton C'ondos Bldg 3& 4 -5 Units each Design Intelligence, LLB Engineering Calculations Summary Date: October 19, 2004 Subject: Brighton Condominiums, Rexburg, Madison County, Idaho Customer: Mary Keele 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. Desi ned B . ott Spauldi P.E. Checked B Date: Date: ME Design Intelligence, LLC BRIGHTON CONDOMINIUMS 10/19/2004 3685 W Hwy 33 REXBURG, IDAHO Rexburq, Idaho 83440 Design Parameters Snow Load: 35 psf Snow Loads Rise Run Reduction Roof Pitch 3 12 0.0 Roof Pitch 4 12 0.0 Roof Pitch 6 12 2.5 Roof Pitch 7 12 3.8 Roof Pitch 8 12 5.1 Roof Pitch 10 12 7.4 Roof Pitch 12 12 9.4 Use psf 35.0 psf psf 35.0 psf psf 32.5 psf psf 31.2 psf psf 29.9 psf psf 27.6 psf 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 Overhang 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 > 5:12 Lo ngitudin al Maxi H orizontal - -15.4 _5.6 -15.4 W all -10.7 - - - -8.8 -8.8 Loads -10.7 4.8 -10.7 - 8.1 -7.5 -6.8 -- 4 -5.8, 7.5 -6.8 -21.6 -5 .1 -21.6 - -- - - - - } -16.9 -5.8 -16.9 - -- - -_ - - - - Transv < 5:1 - - 5: -- - � - > 5:12 E 9.8 - 1 2.1 10.7 _ 4E -7.51 _10.1 1 -8.1 Zon - -� 7.2 8.8 9.1 Page 1 Design Intelligence, LLC BRIGHTON CONDOMINIUMS 10/19/2004 3685 W Hwy 33 REXBURG, IDAHO Rexbura. Idaho 83440 Longitudinal 9.8 -__ -7.5 r- 7.21 -5.8 Component and Cladding Design Wind Pressures - Table 1609.6.2.1(2) Roof - - -- ------- - - - - -- -- Zone Area < 5:12 - 5:12 > 5: 1 10 10 -14.6 10 -13.3 13.3 -14.6 1 20 10 -14.2 10 -13 13 -13.8 1 5 0 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 10 -22.1 10 -22.1 12.5 -15.3 3 _50 100 10 -15.8 10 -19.5 12.1 -14.6 Wall 410 14.6 -15.8 4 20 13.9 -15.1 4 50 13 -14.3 4 100 12.4 -13.6 5 1014.6 -19.5 5 20 13.9 -18.2 5 50 13 -16.5 5 100 12.4 -15.1 Roof Overhang Component and Cladding Design Wind Pressures - 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 -24.7 320 -27.1 -40.5 -24 3 50 -17.3 -33.6 -23 3 100 -10 -28.4 -22.2 1 1609. Height and Exposure Adjustment Coefficient = t _ - - - - -- - - - - - -- Page 2 Design Intelligence, LLC BRIGHTON CONDOMINIUMS 10/19/2004 3685 W Hwy 33 REXBURG, IDAHO Rexburq, Idaho 83440 Seismic �- - - Reference Code - IBC 20 Values fo Ss, S1, Fa and Fv are taken from Code Control CD using Zip Code 1615.1.2.(1) Fa 1615.1.2(2) Fv 0.606 0.193 1615.1 Ss g 1615.1 SI 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 1.32 2.03 C D 0.7272 0.79992 0.3281 0.39179 Site Class A B 1615.1.2 SMS = FaSs 0.4848 0.606 1615.1.2 SM 1 = FvS 1 0.1544 0.193 Design Spectral Resp Accel 0.535946 0.262499 1615.1.3 SIDS = 2 /3 *SMS 0.324816 0.40602 0.487224 SDI = 2 /3 *SM1 0.103448 0.12931 0.219827 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 6 1 1617.6 (Table 1617.6) R esponse Modification Factor R = 1616.2 (Table 1604.5) Occupancy Importance Factor 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 16 ft Cu = 1.2 Table 1617.4.2 Ap proximate Fundame Ta = Ct *hn ^3/4 = Period 0.19 sec Rigid Bldg i B _- C D 0.0677'i 0.0 812 0.0893 0.004 0.0070 0.0084 0.0179 0.021 0.0236 Site Class Cs = S DS /(R/I) _ A 0.0541 Max Cs - = SDI /(R/I)T = Min Cs = 0.0 *l = 0.0033 0.014 Design Seismic Response Coefficient Page 3 Design Intelligence, LLC BRIGHTON CONDOMINIUMS 10/19/2004 3685 W Hwy 33 REXBURG, IDAHO Rexbura. Idaho 83440 Page 4 C _ D _ 0.0214 0.0236 0.0236 W 0.10719 W Site Class A - 13 Cs = 0.0143 0.0179 1617.4 Equiv Lateral F orce Method V = CsW = 1617.5.1 Simplified Approach V = 1.2 *(SDS /R)"W = Determine Method of Seismic Analysis Light Framing Construction Criteria 2308.2.1 Building stories 1 stories 2308.2.2 Be aring wall flo or to floor height 9 ft 2308.2.3.1 Average DL 15 psf 2308.2.3.2 Floor Live Loads 40 psf 2308.2.3.3 Ground Snow Load 50 psf 2308.2.4 Wind speed 90 mph 2308.2.5 Truss Span 30 ft YES YES YES YES YES YES 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 may use Simplified Analysis Method Page 4 Design Intelligence, LLC BRIGHTON CONDOMINIUMS 10/19/2004 3685 W Hwy 33 REXBURG, IDAHO Rexburq, Idaho 83440 Type Fb psi Fv psi E psi _ LVL 2600 285 1900000 - -- — GLB 2400 _ 190 1800000 - - DF 1300 95 1900000 Beam 1 Bay Window Header T Type Fb psi Fv psi E psi LVL 2600 285 1900000 8 9 Span = ft Tributary Area = ft 0 Loads Point Load = Ibs Snow 0 p sf Live Load 40 p sf Dead Load 15 psf Uniform Load = 0 Ibs /ft 360 Ibs /ft 135 Ibs /ft Moment Live Load Moment = 2880 lb-ft = 34560 lb-in Dead Load Moment = 1080 lb-ft = 12960 lb-in Section Modulus Required = 18.28 in3 Section Width = 3.5 Section Depth = 7.25 in. in. Section Modulus Provided = 30.7 in3_ OK Moment of Ineritia Provided = 111.1 in4 Deflection Live Load = 0.02 in. L/360 0.27 in. OK Dead Load = 0.06 in. Total= 0.08 in. L/240 - - 0.4 in. _ OK Horizontal fv = FV = Shear 11 285 p si psi OK Allowable Reaction = Use 3.5 X 7.25 1980 L VL - - - -- - -- Page 1 Design Intelligence, LLC BRIGHTON CONDOMINIUMS 10/19/2004 3685 W Hwy 33 REXBURG, IDAHO Rexbura. Idaho 83440 Type Fb psi Fv psi E psi LVL 2600 285 1900000 AL 24001 190 1800000 DF _ 13 0 95 1900000 Beam 2 Second Floor Support Type Fb psi Fv psi E psi LVL 2600 285 1900000 Span = 17 ft Tributary Area = 16 ft L Point Load = 0 i Loads Ibs Snow 0 psf Live Load 40 psf Dead Load 15 psf Uniform Load = 0 Ibs /ft 640 Ibs /ft 240 Ibs /ft Moment Live Load Moment = 23120 lb-ft = 277440 lb-in Dead Load Moment = 8670 lb-ft = 104040 lb-in Section Modulus Required = 146.72 in3 Section Width = 7 Section Depth = 11.875 in. in. Section Modulus Provided = 164.5 in3 OK Moment of Ineritia Provided = 976.8 in4 Deflection Live Load = 0.04 in. U360 0.57 in. OK Dead Load = 0.24 in. Total = ! Horizonta Shear ~— fv = 135 0.28 psi in. L/240 OK Allowable a - -- U 7 _ 0.85 in. - TO Ibs F V - - 1- 285 p - Ruction = 7480 X 11 LVL Page 2 Design Intelligence, LLC BRIGHTON CONDOMINIUMS 10/19/2004 3685 W Hwy 33 REXBURG, IDAHO Rexburq, Idaho 83440 Type Fb psi Fv psi E psi LVL 2600 285 1900000 GLB i 2 190 1800000 _ DF 1300 95 1900000 Beam 3 Window Header i Type DF Fb psi Fv psi E psi 1300 95 1900000 J 3 ft Area = 8 ft Span = Tributary 0 Loads Point Load = Ibs Snow 0 p sf Live Load 40 psf Dead Load 15 psf Uniform Load = 0 Ibs /ft 320 11 bs /ft 120 Ibs /ft Moment Live Load Moment = 360 lb-ft = 4320 lb-in Dead Load Moment = 135 Ib -ft = 1620 lb-in Section Modulus Required = 4.57 in3 Section Width = 3 Section Depth = 9.25 in. in. Section Modulus Provided = 42.8 in3 OK Moment of Ineritia Provided = 197.9 in4 Deflection Live Load = 0.00 in. L/360 0.10 in. OK Dead Load = 0.00 in. Total =— -- - Horizontal Shear fv = 1 36 I FV = 95 - 0.00 - p si psi in. Allow L/240 I 0.15 in. � R eactio n - X 9.25 TDF OK -- � 660 Ibs Use 3 Page 3 Design Intelligence, LLC BRIGHTON CONDOMINIUMS 10/19/2004 3685 W Hwy 33 REXBURG, IDAHO Rexburg, Idaho 83440 Fo Design Max Roof Span = 35 ft Max Floor Span = 16 ft Wall Height = 18 ft Stem Wall Height = 4 ft Stem Wall W idth = 8 in. Allowable B earing Capacity 1500 psf 35 psf 40 psf 15 psf 15 psf 0 psf 15 psf Snow Load Floor Live Load Wall Dead Load Roof Dead Load Brick Dead Load Floor Dead Load _ F1 -Exterior Bearing Walls Proposed Footing 20 10 Roof Loads 875 Ibs /ft Width in Floor Loads 440 Ibs /ft Depth in Wall Load 1 270 Ibs /ft Stem Wall Load 400 Ibs /ft Footing Load 208 Ibs /ft Total 2193 Ibs /ft Bearing Pressure = 1316 psf OK Reinforcing Requirements Min Reinforcing Factors Footing 0.002 Stem Wall Vertical 0.0012 #4 0.2 Horizontal 0.002 Reinforcing Bar in *in Footing Continuous Reinforcing Count 2 bars Stem Wall Continuous Reinforcing Count 4 bars Vertical - Reinforcing Spacing _ 18 in. ! ! Page 1 Design Intelligence, LLC BRIGHTON CONDOMINIUMS 10/19/2004 3685 W Hwy 33 REXBURG, IDAHO Rexburq, Idaho 83440 Foundation Design !Max Roof Span = 0 ft Max Floor Span = 32 ft Wa ll Height= 18 ft Stem Wall Height = 4 ft Stem Wall Width = 10 in. Allowable Bearing Capacity 1500 psf 35 psf 40 psf 15 psf 15 psf 0 psf 15 psf Snow Load Floor Live Load Wall Dead Load Roof Dead Load Brick Dead Load Floor Dead Load F2 - Interior Bearing Walls Proposed Footing 20 10 Roof Loads 0 Ibs /ft Width in Floor Loads 880 Ibs /ft Depth in Wall Load 270 Ibs /ft Stem Wall Load 500 Ibs /ft Footing Load 208 Ibs /ft Total 1858 Ibs /ft Bearing Pressure = 1115 psf OK Reinforcing Requirements Min Reinforcing Factors Footing 0.002 Stem Wall Vertical 0.0012 #4 0.2 Horizontal 0.002 Reinforcing Bar in *in Footing Continuous Reinforcing Count 2 bars Stem Wall Continuous Reinforcing Count 5 bars Vertical - Reinforcing Spacing 17 in. Page 2 Design Intelligence, LLC BRIGHTON CONDOMINIUMS 10/19/2004 3685 W Hwy 33 REXBURG, IDAHO Rexburq, Idaho 83440 Shear Wall Anal - U Le vel Wind Load = 23 psf Roof Height = 8 ft Wall Height = 9 ft Length of Long Wall = 17 ft Area at Mid Height of Wall = 213 ft ^2 Wind Force = 4888 Ibs I 32 Shear Wall Length ft _ Shear /ft in Wall @Mid Height 153 Ibs/ft Provide 1/2" APA rated sheathing with 8d nails at 6" o.c. at panel edges and 12" o.c. in the field. Blocking is required. Seismic Multiplier = 0.09 Seismic Analysis Width 35 17 ft 32 ft Length 17 Load 24 (includes snow) jWeight Roof Dead Load 14280 Ibs Long Wall Length Short Wall Length Height 9 Length Load 15 Weight Wall Dead Load 98 6615 Ibs Seismic Force @ Mid Height of Wall 1881 Ibs Shear Wall Length 34 ft Shear per ft in Wall @ Heigh 55 Ibs /ft OK I M id - t. - - - -- Pro vide 1/2" APA rated sheathin w it h 8d n ails at 6" o.c. at panel edges and 12" o.c. in t field. B locking is required. _ _ I- i I Page 1 Design Intelligence, LLC BRIGHTON CONDOMINIUMS 10/19/2004 3685 W Hwy 33 REXBURG, IDAHO Rexburo. Idaho 83440 Shear Wall Analysis - Main Level 23 psf 8 ft 28 ft 17 ft = 374 ft ^2 Wind Load = i Roof Height = Wall Height = (places force at mid height of lower wall) ! Length of Long Wall = Area at Mid Height of Wall Wind Force = 8602 Ibs 32 Shear Wall Length ft Shear /ft in Wall @ Mid Height 269 Ibs /ft Provide 1/2" APA rated sheathing with 8d nails at 4" o.c. at panel edges and 12" o.c. in the field. Blocking is required. Page 2