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Home My WebLink AboutBP, CO & DOCS - 03-00059 - Leonard's Insurance - New BuildingBIJ11.[)11\IG PE Date Approved 9- /t- 03 CITY OF REXBURG ISSUED TO: NAME: t ii a LeotniLe'dsow.. - PERMIT# —O 3 —09 — 'I FOR THE CONSTRUCTION OF: CO ,.n vh e rc t< l JOB ADDRESS: Ifi41/e cu ide Sr t L !S GENERAL CONTRACTOR: n t`q a, tti, a e� �'�.J This permit is issued, subject to the regulations contained in Building Code and Zoning Regulations of the City of Rexburg. It is specifically understood that this Permit does not allow any Variance to the regulations of the City of Rexburg Building or Zoning Codes unless specifically approved by the City Council and explained on the Building Permit Application as approved by the Building Inspector. Issue �� Building Inspector THIS PERMIT MUST BE PROMINENTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE OCCUPIED OR USEDWITHOUT FIRST OBTAINING A CERTIFICATE OF OCCUPANCY . NOTICE 1) A complete set of approved drawings along with permit must be kept on the premises during construction. 2) The permit will become null and void in the event of any deviation from the accepted drawings. 3) No foundation, structural, electrical, nor plumbing work shall be concealed without approval. No work shall be done on any part of the building beyond the point indicated In each successive inspection without approval.. No structural framework of any part of the building or any underground work shall be covered or concealed without approval. INSPECTION RECORD BUILDING 1st Layout 2nd Footing 3rd Foundation 4th Truss 5th Framing 6th Drywall 7th Sidewalk 8th Final 9th Occupancy ELECTRICAL 1st Groundwork 2nd Rough -in 3rd Final PLUMBING 1st Trench 2nd Service Connection 3rd Rough -in 4th Heat Cable 5th Final For Inspections Cali 359 -3020 24 Hour Notice A CERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR TO FINAL ELECTRICAL & PLUMBING INSPECTIONS. CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No: R- 03 -09 -11 Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 ❑ Uniform Building Code 1 997 Site address: 1109 Summers Drive Use and occupancy: Commercial Type of construction: Wood Frame Design occupant load: Sprinkler System required: ❑ Yes ❑ No Name and address of owner: David Leonardson P.O. Box 267 Dubois, Idaho 8 34 2 3 Contractor: Morgan Beattie Construction Special conditions: Occupancy: ❑ Full This Certificate issued pursuant to tie requirements of Section 109 of tbe International Bui((ing Odle, certifies tbat at the time of issuance this building or tbat portion of tbe bui(bing tbat was / inspected on tbe bate listed was f oune to be in compliance with the requirements of the code for the group and biUision of occupancj and the use for which the propose occupancy was c(assi f ieb. Date: February 24, 2004 C.O. Issued by: ❑ Partial ❑ Temporary Building Official There shall be no future change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Burl ' g Ofcial has revi wed and approved said future cyan: - es. / Water Department 1 z e 7 Cc , ...: ��re Department C 7" State of Idaho Electrical Department - (208 - 356-4830) ❑ Merlin Webster CHECK $ DEPARTMENT OF BUILDING & ZONING ❑ CASH CHECK FCIC APPLICANT BUIL G PERMIT APPLICA } REXBURG, ID DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER BUILDER 4 STRUCTURE: 0 RESIDENCE FOOTINGS 'a:CONCRETE U MASONRY U OTHER REMARKS: VALUE FEE PAID BUILDING INSPECTOR 0 NEW comm. 0 REMODEL O EDUCATIONAL JOB ADDRESS ARCHITECT 0 ADDITION 0 GOVT 0 RELIGIOUS 0 FENCE 0 PATIO DATE ❑ REPAIR PHONE DESIGNER 0 RENEWAL 0 CARPORT 0 GARAGE 0 FIRE DAMAGE O AWNING INSULATED FOUNDATION BASEMENT FLOORS EXT. WALLS 0 CONCRETE 0 MASONRY 0 OTHER 0 PARTIAL 0 FULL O NO WOOD WOOD 0 CONCRETE RY 0 OTHER Lt CONCRETE 0 VENEER O METAL 0 STUCCO INT. WALLS O WOOD 0 MASONRY 0 CONCRETE DRYWALL PLASTER O TILE CEILING ROOF 0 WOOD G} DRYWALL O PLASTER O TILE O ACOUSTIC 0 OPEN 0 BUILT UP. 0 WOOD SH. WCOMP. SH. 0 TILE 0 ROLL ROOF 0 METAL HEAT I5tGAS 0 COAL O FIREPLACE O ELECTRIC This permit is issued subject to the regulations captained in the Uniform Building Code and Zoning Regulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations pertaining and applicable thereto: The issuanceeof the permit does not waive restrictive covenants. ADDRESS WHITE - Owner's Copy CANARY- Buedng Department's Copy PINK - Assessors Copy GOLDENROD-Inspector 3 WALLS Cir CEILING O FLOORS coPPERIMETER 1, Date of Application OGST.NER Mailing Address _ City /State /Zip Telephone/Fax/Mobile CONTRACTOR Name City /State /Zip (p TeIephone/Fax/Mobile PROJECT LNFORMAy[ON Property Zone: Total Estimated Cost , P-g 1,7 7 3 Signature of Applicant Code Zone Building Type Signature of Tnspect Issued by APPLICATION FOR BL 11, DEG PERMIT CM OF RErOURG, IDAHO -7 -O3 0 l:Iail irg Address " c9 9 5 � . �t \IJ Is existing use compatible with zoning, (screening parking etc) When was this building lash occupied NM Architect/ Engineer Firm Da il h 1 44--el �,,,,n / „ j sG 1 , ' J ��Q Plan ?dame L�'�'�l/?as C�- � 5 1/1 S U 6'7 YI« Subdivision \ICAA.l e,L1 (A) b CC-0-'0p / Lot / 5 Block Circle One Resident' Commer ' } Educational Government Remodel Other Circle One New House Addinon/R. model to House Cew Commerci Commercial Remodel Circle One Basement: None/ Finished / nfinis Other. None/ Patio/ Carport/ Awnin N/A Lot Square Footage cQg i 010 Lot Width / 50 ' Square Feet 1-1 Li Garage Square Feet AA Number of Stories What will structure be used for: Home Home Business Apartment Will there be an apartment? NO * * * * * * * * * * * * * * ** CITY, OF REXBURG SEP 1 6 2003 PAID CASH $ ;;HECK $ DEPART1VMNT APPROVAL Permit No. T -hPigo- l- nf cji (Commercial) Other If so, many units Are you in a flood plain go Building Permit Fees Plan Check Fees TOTAL S rasa Plumbing - Permit Fees Digging Permit Fees Water & Sewer Fees / 9 RA, Q° Front Footage Fee a" . 1 e ) , ' V..7, Rough Plumbing {.-Septic Tank Fixtures Water Piping Complete #7 Sewer PLUMBER Name t . ` cf a (� � 1 1 4 t V Address Bath Tubs Showers Laundry Trays Wash Basin Toilet Slop Sinks Kitchen Sinks Floor Drain Drinking Fountains Water Softeners Dish Washing Mach. Clothes Washer D ESC CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT OWNER FEES Plumbing Permit $ I Sewer Inspection $ Inspection of Pipe $ Inspection of Fixtures $ Name Address €. f 'v, 1 t ?✓"t Tel Lot Bik. Add. Tel. NATURE OF INSTALLATION Use Received: Date By TOTAL $ INSPECTOR'S RECORD N 1= u I4° RIPTION OF WORK Urinal Sink Trap Water Heater Other Lawn Sprinklers CITY OF REXBUR w SEP 1 6 2003 PAID CASH $ CHECK$ Rough Plumbing Sewer Other Finish Plumbing S INSP.. NAME E Excavation & Earthwork: Insulation: Drywall: Cabinets: SUBCONTRACTOR LIST Concrete: CtaO$ + w 1ioo Masonry: BrA/r4" hc(,t)i Plat4e,r;rby, Roofing: Beerttl f- Cc I/ 5 .4C4-co Wal Painting: St-to. a vte t e , r5o YL Floor Coverings: 3hOpp Y"\C a I DU hct Plumbing: lijay&d �L �jI Heating: 12et,40 R€Cei V14_ c Electrical UJ & &, E( -j C SPECIAL CONSTRUCTION (Manufacturer or Supplier) Roof Trusses: Sin c . CO VV, \O d IAMI s Floor / Ceiling Joists: TA I ( 5 Siding /Exterior Trim: GUY* t S (aS4,r'I Other: 9/10/2003 Scott Spaulding Design Intelligence 3685E Hwy. 33 Rexburg, Idaho 83440 Dear Scott, STATE OF IDAHO www.ci.rexburg.id.us I have reviewed the Leonardson's Insurance Building drawings that you have provided me and have identified the following discrepancies: 1. The site plan's scale is not 1/4" = 1' as identified on the drawing. Please rescale the drawing to a common scale. 2. Provide spaces at the ends of the parking lot aisles so vehicles have an area to back out. 3. Parallel parking spaces are not long enough. A minimum of 23' is required. 4. Provide plans for storm drainage. 5. Provide sidewalk with landscape strip at front of property. 6. The handicap ramp has a greater than 6" rise. Provide handrails as per the I Building. Code (IBC) Section 1003.3.4.7. Also please provide an accessible route to the public way as per IBC Section 1104.3. 7. Provide parking lot access approach details that identify 6" thick concrete with #4 rebar at 18" o.c. in both directions. 8. Provide truss details prior to frame inspection. 9. Please provide structural calculations and the necessary energy calculations. 10. The Fire Department has reviewed the plans. I have attached a copy of there report to the back of this document. Please provide the necessary information they have requested. Please return two sets of revised plans. Let me know if I can be of any further assistance. If you have any questions, please give me a call at 359 -3020 ext. 324. Val Christensen Building Official cc John Millar Chris Huskinson P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg@ci.rexburg.id.us C ijOly m 2exhiry STATE OF IDAHO REXBURG- MADISON COUNTY EMERGENCY SERVICES 26 NORTH CENTER STREET REXBURG, IDAHO 83440 208 -359 -3010 208 -359 -3006 FAX 2000 International Fire Code Plan Date: 8 -5 -03 Plan Review Review Date: 9 -5-03 Building Name: LEONARDSON'S INSURANCE Building Address: WEST MAIN STREET, NEXT TO VALLEY WIDE COOP Stories: ONE Type of Construction: V -B Occupancy Classification: B Existing Floor Area: N/A New Construction Floor Area: APPROXIMATELY ^1 SQ AA E I EEi T �/Q.. 4 A V SQUARE FEET 1. Required Fire Flow (Appendix B): 1750 GPM/TWO HOURS Comments: FIRE FLOW REQUIREMENTS MAY BE REDUCED IF AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED. 2. Water Supply (Section 508, Appendix C) Required: YES Fire Hydrant Location: MAIN AND 14 WEST Fire Hydrant Flows: OK Fire Flow Test Location: SAME Fire Flow Supplied By: FD P.O. Sox 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg @srv.net Other Approved Water Source: NONE Water Supply Acceptable: YES Fire Hydrant Location Acceptable: YES Water Supply Comments: NONE 3. Fire Apparatus Access Roads (Section 503, Appendix D) Required: YES Acceptable Width: OK Complete Road Acceptable: YES Comments: NONE Length: OK Surface: OK 4. Access Roads and Water Supply, including fire hydrants are required to be installed and made serviceable prior to and during time of construction (Section 501): Comments: IF NOT INSTALLED PRIOR TO CONSTRUCTION AND MADE OPERATIONAL, A STOP WORK ORDER WILL BE ISSUED. 5. Installation of portable fire extinguishers (Section 906) Required: YES Location shown: NO Type provided acceptable: NOT SHOWN Comments: PROVIDE MINIMUM 2A1OBC FIRE EXTINGUISHER WITHIN TRAVEL DISTANCE ON EACH LEVEL 6. Automatic fire extinguishing systems (Section 903) Required: NO Type of system being installed: Sprinkler system monitoring (Section 907) required: Comments: 7. Standpipes (Section 905) required: NO Type required: Comments: 8. Ventilating hood and duct fire extinguisher system (Section 609) required: NO Type being provided: Automatic fuel shut -off required: Portable fire extinguisher shown: Comments: 9. Fire alarm systems (Section 907) required: NO Type of system required: Manual: Automatic: Both: Type of system being provided: Manual: Automatic: Both: Components of system shown: Smoke Detectors: Heat Detectors: Manual Pull Station: Sounding Devices: Visual Devices: Door Holders: Duct Detectors: Flow Alarm: Sprinkler Valve Monitoring: Fire Alarm System Acceptable: 10. Other corrections that are required by special occupancy or conditions: NO Plans as submitted are acceptable: YES Plans checked by: CHRIS HUSKINSON Date: 9 -5 -03 Please furnish comments back to the plan reviewer in the following manner: Written Comments: New Plans: 1 \ew 1 1a13s, Designed y Scot A Spau +din , P.E. Checked By: Dat Date: . Date: September 15, 2003 Subject: Customer: Leonardson's Insureance Design Intelligence, LLC Engineering Calculations Summary exburg, Idaho 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: 2500 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 — D1 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. Design Parameters 35 Snow Load: psf Snow Loads Rise 3 4 6 7 8 10 12 Run 12 12 12 12 12 12 12 Reduction Use Roof Pitch 0.0 psf 35.0 psf Roof Pitch 0.0 psf 35.0 psf Roof Pitch 2.5 psf 32.5 psf Roof Pitch 3.8 psf 31.2 psf Roof Pitch 5.1 psf 29.9 psf Roof Pitch 7.4 psf 27.6 psf Roof Pitch 9.4 psf 25.6 psf Wind 90 mph 1 B Design Wind Speed Importance Factor Exposure 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 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 > 5:12 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 Horizontal Wall Loads Transverse Zone 1E 4E 1 4 < 5:12 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 Deign Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 LEONARDSON'S INSURANCE 9/15/2003 REXBURG, IDAHO Page 1 Longitudinal 9.8 -7.5 7.2 -5.8 Component and 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 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 3 20 -27.1 -40.5 -24 3 50 -17.3 -33.6 -23 3 100 -10 -28.4 -22.2 1 1609.6.2.1(4) Height and Exposure Adjustment Coefficient = Deign Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 LEONARDSON'S INSURANCE REXBURG, IDAHO Page 2 9/15/2003 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 LEONARDSON'S INSURANCE 9/15/2003 REXBURG, IDAHO Page 3 Seismic Reference Code - IBC 2000 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 0.511 0.164 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 Site Class D - Soft Soil Soil 1.2 1.32 ` 1.7 2.03 D 0.674256 0.333732 Site Class A B C 1615.1.2 SMS = FaSs 0.40864 0.5108 0.61296 1615.1.2 SM1 = FvS1 0.13152 0.1644 0.27948 Design Spectra Resp Accel 0.451752 0.2236 1615.1.3 SDS = 2/3 *SMS 0.273789 0.342236 0.4106832 SDI = 2 /3 *SMI 0.088118 0.110148 0.1872516 1616.2 Seismic Use Group 1616.3 Seismic Design Category Group I - Non - Essential 1 D D Table 1616.3(1) Table 1616.3(2) Seismic Response Coefficient 1 6 1 1617.6 (Table 1617.6) Response Modification Factor R = 1616.2 (Table 1604.5) Occupancy Importance Factor I = Basic Fundamental Period Ct Steel Moment Resisting Frame 0.035 Reinforced Concrete Moment Resisting Frame 0.03 All Other Building Systems 0.02 20 1.49 Building Height ft Table 1617.4.2 Cu = Approximate Fundamental Period 0.28 Ta = Ct *hn ^3/4 = sec Rigid Bldg D 0.0753 0.0105 0.0199 Site Class A B C Cs = SDS /(R/I) = 0.0456 0.0570 0.0684 Max Cs = SDI /(R/I)T = 0.0041 0.0052 0.0088 Min Cs = 0.044SDS *I = 0.0120 0.0151 0.0181 Design Seismic Response Coefficient Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 LEONARDSON'S INSURANCE 9/15/2003 REXBURG, IDAHO Page 3 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 LEONARDSON'S INSURANCE 9/15/2003 REXBURG, IDAHO Page 4 D 0.0199 Site Class A B C Cs = 0.0120 0.0151 0.0181 0.0241 0.09035 1617.4.1 Equiv Lateral Force Method V = CsW = W 1617.5.1 Simplified Approach V = 1.2 *(SDS /R) *W = W Determine Method of Seismic Analysis Light Framing Construction Criteria 1 8 15 50 35 90 0 2308.2.1 Building stories stories YES 2308.2.2 Bearing wall floor to floor height ft YES 2308.2.3.1 Average DL psf YES 2308.2.3.2 Floor Live Loads psf NO 2308.2.3.3 Ground Snow Load psf YES 2308.2.4 Wind speed mph YES 2308.2.5 Truss Span ft YES 1616.6.1 Simplified Analysis Requirements YES YES 1. Does Building meet light frame construction criteria ? 2. Is building of any other construction with flexible diaphragms at every level as defined in section 1602 ? Building may use Simplified Analysis Method Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 LEONARDSON'S INSURANCE 9/15/2003 REXBURG, IDAHO Page 4 Type Fb psi Fv psi E psi LVL 2600 285 1900000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 1 Hall Joist Type DF Fb psi 1300 Fv psi 95 5 1.33 E psi 1900000 Span = ft Tributary Area = ft 0 Loads Point Load = Ibs 0 40 15 Snow psf Uniform Load = 0 Ibs /ft Live Load psf 53.2 Ibs /ft Dead Load psf 19.95 Ibs /ft Moment Live Load Moment = 166 lb -ft = 1995 lb-in Dead Load Moment = 62 lb-ft = 748 lb-in Section Modulus Required = 2.11 in3 1.5 5.5 Section Width = in. Section Depth = in. Section Modulus Provided = 7.6 in3 OK Moment of Ineritia Provided = 20.8 in4 Deflection Live Load = 0.01 in. L/360 0.17 in. OK Dead Load = 0.01 in. Total = 0.02 in. L/240 0.25 in. OK Horizontal Shear fv = 33 psi OK FV = 95 psi Allowable Reaction = 182.875 lbs Use 1.5 X 5.5 DF Deign Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 LEONARDSON'S INSURANCE 9/15/2003 REXBURG, IDAHO Page 1 Type Fb psi Fv psi E psi LVL 2600 285 1900000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 2 Bearing Wall Window Header Type DF Fb psi 1300 Fv psi 95 4 20 E psi 1900000 Span = ft Tributary Area = ft 0 Loads Point Load = Ibs 35 0 15 Snow psf Uniform Load = 700 Ibs /ft Live Load psf 0 Ibs /ft Dead Load psf 300 Ibs /ft Moment Live Load Moment = 1400 lb-ft = 16800 lb-in Dead Load Moment = 600 lb-ft = 7200 lb-in Section Modulus Required = 18.46 in3 3 9.25 Section Width = in. Section Depth = in. Section Modulus Provided = 42.8 in3 OK Moment of Ineritia Provided = 197.9 in4 Deflection Live Load = 0.01 in. L/360 0.13 in. OK Dead Load = 0.00 in. Total = 0.02 in. L/240 0.2 in. OK Horizontal Shear fv = 108 psi OK FV = 109.25 psi Allowable Reaction = 2000 Ibs Use 3 X 9.25 DF Deign Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 LEONARDSON'S INSURANCE 9/15/2003 REXBURG, IDAHO Page 2 Foundation Design 40 20 9 8 8 Allowable Bearing Capacity 1500 psf Max Roof Span = ft 35 40 15 15 0 15 Max Floor Span = ft Snow Load psf Wall Height = ft Floor Live Load psf Stem Wall Height = ft Wall Dead Load psf Stem Wall Width = in. Roof Dead Load psf Brick Dead Load psf Floor Dead Load psf Exterior Bearing Walls - F1 Proposed Footing 24 10 Roof Loads 1000 Ibs /ft Width in Floor Loads 550 Ibs /ft Depth in Wall Load 135 Ibs /ft Stem Wall Load 800 Ibs /ft Footing Load 250 Ibs /ft Total 2735 Ibs /ft Bearing Pressure = 1368 psf OK Reinforcing Requirements 1 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 8 bars Vertical - Reinforcing Spacing 18 in. Deign Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 LEONARDSON'S INSURANCE REXBURG, IDAHO Page 1 9/15/2003 Foundation Design 0 28 9 8 8 Allowable Bearing Capacity 1500 psf Max Roof Span = ft 35 40 15 15 0 15 Max Floor Span = ft Snow Load psf Wall Height = ft Floor Live Load psf Stem Wall Height = ft Wall Dead Load psf Stem Wall Width = in. Roof Dead Load psf Brick Dead Load psf Floor Dead Load psf Interior Bearing Walls - F2 Proposed Footing 16 10 Roof Loads 0 Ibs /ft Width in Floor Loads 770 Ibs /ft Depth in Wall Load 135 Ibs /ft Stem Wall Load 800 Ibs /ft Footing Load 167 Ibs /ft Total 1872 Ibs /ft Bearing Pressure = 1404 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 8 bars Vertical - Reinforcing Spacing 18 in. Deign Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 LEONARDSON'S INSURANCE REXBURG, IDAHO Page 2 9/15/2003 Shear Wall Analysis - Short Wall Wind Load = 22 psf 12 8 67 1072 Roof Height = ft Wall Height = ft Length of Long Wall = ft Area at Mid Height of Wall = ft^2 Wind Force = 23584 Ibs 70 Shear Wall Length ft Shear /ft in Wall @ Mid Height 337 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 0.09 Seismic Analysis Seismic Multiplier = Width 39 Length 71 Load 24 (includes snow) Weight Roof Dead Load 66456 Ibs 67 35 Long Wall Length ft Short Wall Length ft Height 8 Length Load 15 Weight Wall Dead Load 204 12240 Ibs Seismic Force @ Mid Height of Wall 7083 Ibs 70 Shear Wall Length ft Shear per ft in Wall @ Mid Height 101 Ibs /ft OK 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 ' Deign Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 LEONARDSON'S INSURANCE REXBURG, IDAHO Page 1 9/15/2003