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Home My WebLink AboutCO & DOCS - 03-00063 - Woodshed Properties - Three 4-Plexes Bldgs #2,3,4Building Permit No: R- o3 -o9 -17 Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 ❑ Uniform Building Code 1 997 Site address: 355 West 2nd South Use and occupancy: Residential (three four plexes — 12 units) Type of construction: Wood Frame Design occupant load: Family Units Sprinkler System required: ❑ Yes ❑ No Name and address of owner: KDS Developing (Kevin Snell) P.O. Box 463 Rigby, Idaho 83442 Contractor: KDS Developing (Kevin Snell) Special conditions: Occupancy:] Full 0 Partial ❑ Temporary CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time of issuance, this building or that portion of tbe building that was inspected on the date listed was f ouno to be in compliance with the requirements of tbe code for the group and division of occupancg an the use for which the proposed occupancN was classif ieo. Date: March 8, 2004 (1o: C.O. Issued by: : Building Offi a 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 Building Official has reviewed and approved said future changes. Water Departmen State of Idaho Electrical Depart m e Fire Department t - (208 -366 -4830) ❑ Merlin Webster BUILDING PERMIT APPLICAT ON REXBURG, ID DATE NO THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER BUILDING INSPECTOR BUILDER STRUCTURE: 0 RESIDENCE OMM. FOOTINGS CONCRETE ❑ MASONRY ❑ OTHER EW O Ft « EMODEL JOB ADDRESS AF(CHITECT O ADDITION CI REPAIR DESIGNER f FOUNDATION BASEMENT IOCONCRETE 0 PARTIAL 'O MASONRY 0 FULL 0 OTHER QNO 0 EDUCATIONAL 0 GOVT O RELIGIOUS O FENCE p PATIO O CARPORT p GARAGE FLOORS 'U.W000 0 CONCRETE 0 OTHER EXT. WALLS WOOD ,U MASONRY O CONCRETE 0 VENEER O METAL O STUCCO INT. WALLS WOOD 0 MASONRY O CONCRETE ta DRYWALL p PLASTER ❑ TILE CEILING O WOOD )DRYWALL ❑ PLASTER O TILE O ACOUSTIC O OPEN ROOF c BUILT UR O WOOD SH. 0 COMP. SH. O TILE 0 ROLL ROOF O METAL HEAT p GAS 0 0IL ❑ COAL O FIREPLACE sp ELECTRIC O RENEWAL WHITE-Owner's Copy CANARY - Building Department's Copy PINK - Assessor's Copy GOLDENROD - Inspector O FIRE DAMAGE p AWNING INSULATED 3 WALLS a CEILING Q FLOORS ❑ PERIMETER This permit is issued subject to the regulations contained 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 issuance of the permit does not waive restrictive co'enants. REMARKS: CITY (IF REXBURG SEP3 0ZOO APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO 1 Date of Application 9`' ( V° 3 Permit No. • 0 3- V n OWNER Name 600 MS 7 ) P P 77 cy4�, Site Address /V 0 S ✓ t t/6 2 3 T ' Mailing Address P U d'-44 476 3 City/State /Zip g 4B / ! � 3 VV 2 Telephone/Fax/Mobile 1 - 62 7 0? C8 3 ( cd(- CONTRACTOR Name Mailing Address P 2 -z' 3 City/State /Zip 1 (6 5 c l 3 Telephone/Fax/Mobile 1 4`S ' 6 2 5 - F 707 -- o& 3 ( PROJECT INFORMATION Property Zone: ?"'� -1J Is existing use compatible with zoning, (screening parking, etc) When was this building last occupied /V6C) £Y k' Architect/ Engineer Firm 60 CE ( J / 1 6 a'n Name Subdivision Will there be an apartment? Signature of Applicant New House Building Type DEPARTMENT APPROVAL Circle One Residential (Commercial Circle One Circle One Basemen Finished / Unfmished Lot Square Footage Lot Width S uare Feet / 7510 Gara S uare Feet /VA Number of Stories 2 5 ;1 6ru t used for: 5 Home Home Business C 5 Educational Government Addition/Remodel to House Lot Total Estimated Cost Are you in a flood plain oD Sile6 Block Remodel Other New Commercial Commercial Remodel Other: None/ Patio/ Carport/ Awning N/A z Height of Building Commercial Other If so, how many units ! 2_- 3 ` T' fZe ********************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Code Building Permit Fees 3 5 Zone Plan Check Fees 3s-i. Plumbing Permit Fees 9 q 9 oD Digging Permit Fees Water & Sewer Fees 0 Si. Front Footage Fee TOTAL $ 1 3 9 G. Signature of Inspector Issued by Rough Plumbing °- Septic Tank Fixtures / I t� Neter Piping Complete Sewer CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT OWNER FEES Name " : ,a Plumbing Permit Address Tel. Sewer Inspection $ Lot BIk. Add. $ Name PLUMBER Address Tel. Bath Tubs Showers Laundry Trays Wash Basin Toilet Slop Sinks Kitchen Sinks NATURE OF INSTALLATION Use DESCRIPTION OF WORK Urinal Sink Trap Water Heater Other Lawn Sprinklers Floor Drain Drinking Fountains Water Softeners Dish washing Mach. Clothes Washer Inspection of Pipe CITY OF REXBURGY SEP 3 0 2003 PAID CASH $ ___. - - -- ECK$ Rough Plumbing Sewer Other Finish Plumbing' Inspection of Fixtures ...... • • • • • • • • $ $ S $ INSPECTOR'S RECORD N FO3Vc°( TOTAL $ Received: Date By INSP.. NAME Excavation & Earthwork: D/2 T � Concrete: % 1 Masonry: - y / I Roofing: (1 ( /J c t_ Insulation: , Drywall: Painting: Floor Coverings: (" y e, g , Plumbing: o e40 AVc:17 tit -11 Heating: L:-'. �' (r ZC: Electrical: rei2 f7 9 ?C . Roof Trusses: Floor / Ceiling Joists: Cabinets: Siding /Exterior Trim: Other: SUBCONTRACTOR LIST SPECIAL CONSTRUCTION (Manufacturer or Supplier) Td Wd80:ET 200E 6Z 'daS 1 ee;t 4 ksi,&-uA 4Tr 16A- /30112-C m 3 55e- 3c> 2Z e ;(43-2",- - z9 - 6TTP6ZS80z : '0N Xdd lEdeJUO 8.4 : W0�! li t5c /LO(AfQr / Apr Z eu/Lpmk. Pr 4 , 13u a. o . -w 3 Ar- / z, 3 4 gut LO /A( l'r # / 75 u/ L /.I 5 m' A 1, z / // �d iv62 ( ?L' 1 - 761- oR3 C L` ?C/5--- 67_51? 06" /„ W cb 4A) ?- . gex ecrszg f &39 D Ed Wd60:ET 200E 6E 'da5 6TTb6ES80E : '0N Xdd IDN b<)0 -0056( e'D Paaerer 5 14 , 18dNUD NW : Wald • • • • • • • • MI facsimile transmittal To: Mark Evans Fax: 661- 947 -3050 From: Val Christensen Date: 5/19/2006 Re: Woodshed Apts. Pages: 2 with cover ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Notes: Let me know if there is anything else I can help you with. Val City of Rexburg a 5/18/2006 Mark Evans Woodshed Apartments Dear Mark, Val Christensen Building Official I am responding to a request from Jon Berry concerning the crawl space ventilation of the Woodshed Apartments. The International Building Code requires crawl spaces to be vented to the outdoors or be conditioned space that is heated and vented. As per Jon Berry the crawl spaces in the Woodshed buildings meets neither of these requirements. The plans for the apartments identify that the lower floor was to be insulated. This configuration would require the crawlspace to be vented to the outside. When the apartments were constructed, the Subcontractor who built the foundation was instructed to install vents in the foundations. The Contractor obviously decided to disregard the plans and the direction from the Building Inspector and made unauthorized changes by insulating the stem walls and not providing adequate ventilation. I apologize that we did not catch the mistake before the Certificate of Occupancy was issued. We simply don't catch everything. The problem must be fixed as soon as possible. Damage to the structure can occur if the crawlspace holds too much moisture. If you have any questions, I can be reached at (208)359 -3020 ext. 324. Yours truly, Cc: Stephen Zollinger Jon Berry Val Christensen Building Official 19 E. Main Rexburg, ID 83440 P. 0. Box 280 valcgrexburg.org wiww.rexbur'.ojg Phone (208) 3593020 ext.324 Fax (208) 359.3022 9/18/2003 Scott Spaulding Design Intelligence 3685 HHwy. 33 Rexburg, Idaho 83440 Dear Scott, STATE OF IDAHO www.ci.rexburg.id.us P.O. Box 280 12 North Center Street Rexburg, ldaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg @ci.rexburg.id.us I have finished the review of the Kevin Snell — Woodshed Apartment drawings that you have provided for me and have identified the following discrepancies: 1. Please provide 2 handicapped parking spaces complete with access aisles. 2. A handicapped route must be provided from the entrance of each building. It must connect all buildings, parking, accessible spaces (patio, mail boxes etc.) and the public way. The route must be built at a 5% (1/20) slope or less, unless handrails are provided, then it is considered a ramp and must not exceed 8.33% (1/12) slope. Please identify elevations of the required access routes on site plan so that handicap access can be reviewed. 3. Change drainage so it does not take place on adjacent properties. Include elevations for parking, access aisles and easement areas. 4. Asphalt or concrete is required at all vehicle parking and access. This will include the access easement areas. 5. Compact parking spaces must be in their own row and identified with signs. 6. The 2000 International Building Code (IBC) requires that buildings of this occupancy and type be of one hour construction if closer than 10' from a property line. Please either change the building location or provide details of one hour construction. 7. A fence or a buffer strip is required around the parking area where it is adjacent to other residential property. Please identify on plans. 8. Call out door sizes on plans. All lower units must be built as "Type B" units as per the IBC. Type B units are required to have an accessible path throughout. The entry doors of the lower units must have levered handles. 9. Please provide stair details. Include rise, run, handrail heights, guardrail heights, headroom and all dimensions. 10. How are the units heated? If a furnace is to be provided, please identify its location. 11. Page S2 identifies a "F3" footing on the foundation plan. The F3 description on the same page has been crossed out. Please make the necessary changes. 12. Please identify special thickened washers for the anchor bolts as per the IBC. 13. Page A.5 (cross section details) has not been stamped. 14. The foundation on page A.5 is identified as both a concrete and a block type. Please make the necessary changes. 15 Simpson hangers are identified on page A.S. The "Main Floor Framing Plan" on page S2 does not identify these hangers and does not show the rim joists constructed with a brick ledge as per page A.S. Please make the necessary changes. 16. Page A.5 identifies 5/8" drywall at the one hour ceilings. Please change to match the one hour ceiling detail on page S4. 17. Please provide truss details prior to framing inspection. 18. Provide energy calculations as per the 2000 International Energy Conservation Code (IECC). 19. The Fire Department has reviewed the plans. I have attached a copy of their report. 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. Sincerely, Val Christensen Building Official cc John Millar Chris Huskinson n o (G t 2extur 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: 9 -11 -03 Plan Review Review Date: 9 -19 -03 Building Name: SNELL APARTMENTS Building Address: 4 WEST AND SECOND SOUTH Stories: 2 Type of Construction: V -B Occupancy Classification: R -2 Existing Floor Area: N/A New Construction Floor Area: APPROXIMATELY 3,332 SQUARE FEET 1. Required Fire Flow (Appendix B): 1,500 GPM/TWO HOURS Comments: 2. Water Supply (Section 508, Appendix C) Required: YES Fire Hydrant Location: 2 SOUTH AND 4 WEST, ONE NEW PROPOSED Fire Hydrant Flows: EXISTING OK Fire Flow Test Location: 2 SOUTH AND 4 WEST Fire Flow Supplied By: RMCES P.O. Box 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, WITH NEW HYDRANT INSTALLED Fire Hydrant Location Acceptable: NO Water Supply Comments: PLANS SHOW ONE NEW HYDRANT ON 2 SOUTH, PLEASE LOCATE WITHIN COMPLEX 3. Fire Apparatus Access Roads (Section 503, Appendix D) Required: YES Acceptable Width: YES Complete Road Acceptable: YES Length: YES Surface: YES Comments: FIRE LANES TO BE MARKED WITH SIGNS AND RED PAINTED CURBS AS NOTED. SOUTH EGRESS INTO EAST HOUSE SHOWS TOO SHARP OF A CORNER. IT WOULD BE BETTER TO MOVE PARKING SPACES TO THE EAST TO WIDEN ACCESS AND IMPROVE THE CORNER. 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: NOT ACCE.PTABI E T provided acceptable: YES Comments: PLANS SHOW FIRE EXTINGUISHER MOUNTED ABOVE KITCHEN CABINETS. EXTINGUISHERS MUST BE MOUNTED IN THE KITCHEN AREA IN AN UNOBSTRUCTED AND ACCESSIBLE LOCATION IN EACH UNIT. 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: YES Type of system required: Manual: Automatic: X Both: Type of system being provided: Manual: Automatic: Both: Components of system shown: Smoke Detectors: X Heat Detectors: Manual Pull Station: Sounding Devices: Visual Devices: Door Holders: Duct Detectors: Flow Alarm: Sprinkler Valve Monitoring: Fire Alarm System Acceptable: YES 10. Other corrections that are required by special occupancy or conditions: Plans as submitted are acceptable: YES, WITH ABOVE ITEMS ADDRESSED PRIOR TO BUILDING PERMIT BEING ISSUED. Plans checked by: CHRIS HUSKINSON Date: 9 -19 -03 Please furnish comments back to the plan reviewer in the following manner: Written Comments: X New Plans: X Designed B • Scott A Spauldin P.E. Checked By: Date: �� Date: Date: September 11 2003 Subject. Customer: Kevin Snell Design Intelligence, LLC Engineering Calculations Summary Snell Apartments, Rexburg, Idaho G- o ®S C- b 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 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 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS 9/11/2003 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 1609.6.2.1(4) Height and Exposure Adjustment Coefficient = 1 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS 9/11/2003 REXBURG, IDAHO Page 2 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS 9/11/2003 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 0.606 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 Site Class D - Soft Soil Soil 1.2 1.32 D 1.7 2.03 0.79992 0.39179 Site Class A B C 1615.1.2 SMS = FaSs 0.4848 0.606 0.7272 1615.1.2 SM1 = FvS1 0.1544 0.193 0.3281 Design Spectral Resp Accel 0.535946 0.262499 1615.1.3 SDS = 2 /3 *SMS 0.324816 0.40602 0.487224 SDI = 2 /3 *SMI 0.103448 0.12931 0.219827 1616.2 Seismic Use Group 1616.3 Seismic Design Category Group I - Non - Essential 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 37 1.31 Building Height ft Table 1617.4.2 Cu = Approximate Fundamental Period 0.39 Ta = Ct *hn ^3/4 = sec Rigid Bldg D 0.0893 0.0172 0.0236 Site Class A B C Cs = SDS /(R/I) = 0.0541 0.0677 0.0812 Max Cs = SDI /(R/OT = 0.0068 0.0085 0.0144 Min Cs = 0.044SDS *I = 0.0143 0.0179 0.0214 Design Seismic Response Coefficient Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS 9/11/2003 REXBURG, IDAHO Page 3 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS 9/11/2003 REXBURG, IDAHO Page 4 D 0.0236 Site Class A B C Cs = 0.0143 0.0179 0.0214 0.0236 0.10719 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 3 9 15 40 50 90 40 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 YES 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 SNELL APARTMENTS 9/11/2003 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 Overbuild Ridge Type LVL Fb psi 2600 Fv psi 285 E psi 1900000 Span = 11 12 ft Tributary Area = ft 0 Loads Point Load = Ibs Snow 35 0 15 psf Uniform Load = 420 Ibs /ft Live Load psf 0 Ibs /ft Dead Load psf 180 Ibs /ft Moment Live Load Moment = 6353 lb-ft = 76230 lb-in Dead Load Moment = 2723 lb-ft = 32670 lb-in Section Modulus Required = 41.88 in3 Section Width = 3.5 in. Section Depth = 9.5 in. Section Modulus Provided = 52.6 in3 OK Moment of Ineritia Provided = 250.1 in4 1 Deflection Live Load = 0.29 in. L/360 0.37 in. OK Dead Load = 0.12 in. Total = 0.42 in. L/240 0.55 in. OK Horizontal Shear fv = 149 psi OK FV = 327.75 psi Allowable Reaction = 3300 Ibs Use 3.5 X 9.5 LVL Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS 9/11/2003 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 Overbuild Rafters Type DF Fb psi 1300 Fv psi 95 12 2 E psi 1900000 1 Span = ft Tributary Area = ft 0 Loads Point Load = lbs 35 0 15 Snow psf Uniform Load = 70 Ibs /ft Live Load psf 0 Ibs /ft Dead Load psf 30 Ibs /ft Moment Live Load Moment = 1260 lb-ft = 15120 lb-in Dead Load Moment = 540 lb-ft = 6480 lb-in Section Modulus Required = 16.62 in3 1.5 9.25 Section Width = in. Section Depth = in. Section Modulus Provided = 21.4 in3 OK Moment of Ineritia Provided = 98.9 in4 Deflection Live Load = 0.17 in. L/360 0.40 in. OK Dead Load = 0.07 in. Total = 0 in . L/240 0.6 in. OK Horizontal Shear fv = 65 psi OK FV = 109.25 psi Allowable Reaction = 600 Ibs Use 1.5 X 9.25 DF Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS 9/11/2003 REXBURG, IDAHO Page 2 Type Fb psi Fv psi E psi LVL 2600 285 1900000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 3 Bearing Wall Window Headers Type DF Fb psi 1300 Fv psi 95 4 18 E psi 1900000 Span = ft Tributary Area = ft 0 Loads Point Load = Ibs 35 0 15 Snow psf Uniform Load = 630 Ibs /ft Live Load psf 0 Ibs /ft Dead Load psf 270 Ibs /ft Moment Live Load Moment = 1260 lb-ft = 15120 lb-in Dead Load Moment = 540 lb-ft = 6480 lb-in Section Modulus Required = 16.62 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 = 0.01 in. L/240 0.2 in. OK Horizontal Shear fv = 97 psi OK FV = 109.25 psi Allowable Reaction = 1800 Ibs Use 3 X 9.25 DF Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS 9/11/2003 REXBURG, IDAHO Page 3 Type Fb psi Fv psi E psi LVL 2600 285 1900000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 4 Elevated Walkway Beam Type STEEL Fb psi 26800 Fv psi 14400 29 1.5 E psi 29000000 Span = ft Tributary Area = ft 0 Loads Point Load = Ibs 0 60 15 Snow psf Uniform Load = 0 Ibs /ft Live Load psf 90 Ibs /ft Dead Load psf 22.5 Ibs /ft Moment Live Load Moment = 9461 lb-ft = 113535 lb-in Dead Load Moment = 2365 lb-ft = 28384 lb-in Section Modulus Required = 5.30 in3 1 15 Section Width = in. Section Depth = in. Section Modulus Provided = 11.3 in3 OK Moment of Ineritia Provided = 45.1 in4 1 Deflection Live Load = 0.73 in. L/360 0.97 in. OK Dead Load = 0.27 in. Total = 1.00 in. L/240 1.45 in. OK Horizontal Shear fv = 163 psi OK FV = 14400 psi Allowable Reaction = 1631.25 Ibs Use TS8x4x1 /4 STEEL Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS 9/11/2003 REXBURG, IDAHO Page 4 Type Fb psi Fv psi E psi LVL 2600 285 1900000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 5 Door Header Below Elevated Walkway Beam Type DF Fb psi 1300 Fv psi 95 3 5 E psi 1900000 Span = ft Tributary Area = ft 1650 Loads Point Load = Ibs 35 0 15 Snow psf Uniform Load = 175 Ibs /ft Live Load psf 0 Ibs /ft Dead Load psf 75 Ibs /ft Moment Live Load Moment = 1434 lb-ft = 17212.5 lb-in Dead Load Moment = 84 lb-ft = 1013 lb-in Section Modulus Required = 14.02 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 0.10 in. OK Dead Load = 0.00 in. Total = 0.01 in. L/240 0.15 in. OK Horizontal Shear fv = 109 psi OK FV = 109.25 psi Allowable Reaction = 1200 Ibs Use 3 X 9.25 DF Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS 9/11/2003 REXBURG, IDAHO Page 5 Foundation Design Allowable Bearing Capacity 2000 psf Max Roof Span = 38 ft Max Floor Span = 36 ft Snow Load 35 psf Wall Height = 18 ft Floor Live Load 40 psf Stem Wall Height = 4 ft Wall Dead Load 15 psf Stem Wall Width = 8 in. Roof Dead Load 15 psf Brick Dead Load 0 psf Floor Dead Load 15 psf Exterior Bearing Walls - F1 Proposed Footing Roof Loads 950 Ibs /ft Width 20 in Floor Loads 990 Ibs /ft Depth 10 in Wall Load 270 Ibs /ft Stem Wall Load 400 Ibs /ft Footing Load 208 Ibs /ft Total 2818 Ibs /ft Bearing Pressure = 1691 psf OK Reinforcing Requirements Min Reinforcing Factors Footing 0.002 Stem Wall Vertical 0.0012 Horizontal 0.002 Reinforcing Bar #4 0.2 in*in Footing Continuous Reinforcing Count 2 bars Stem Wall Continuous Reinforcing Count 4 bars Vertical - Reinforcing Spacing 18 in. Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS REXBURG, IDAHO Page 1 9/11/2003 Foundation Design 0 36 18 4 8 Allowable Bearing Capacity 2000 psf Max Roof Span = ft 35 80 15 15 0 30 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 20 10 Roof Loads 0 Ibs /ft Width in Floor Loads 1980 Ibs /ft Depth in Wall Load 270 Ibs /ft Stem Wall Load 400 Ibs /ft Footing Load 208 Ibs /ft Total 2858 Ibs /ft Bearing Pressure = 1715 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 4 bars Vertical - Reinforcing Spacing 18 in. Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS REXBURG, IDAHO Page 2 9/11/2003 Shear Wall Analysis - Upper Floor Wind Load = 22 psf Roof Height = 8 9 ft Wall Height = ft Length of Long Wall = 54 ft Area at Mid Height of Wall = 675 ft ^2 1 Wind Force = 14850 Ibs Shear Wall Length 72 ft Shear /ft in Wall @ Mid Height 206 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 Analysis Seismic Multiplier = 0.107 Width Length Load Weight Roof Dead Load 40 58 24 (includes snow) 55680 Ibs Long Wall Length 54 30 ft Short Wall Length ft Height Length Load Weight Wall Dead Load 9 168 15 11340 Ibs Seismic Force @ Mid Height of Wall 7171 Ibs Shear Wall Length 72 ft Shear per ft in Wall @ Mid Height 100 Ibs /ft OK 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. Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS REXBURG, IDAHO Page 1 9/11/2003 Shear Wall Analysis - Main Floor 22 8 28 54 1188 Wind Load = psf Roof Height = ft Wall Height = ft (applies Toad at mid wall) Length of Long Wall = ft Area at Mid Height of Wall = ft ^2 Wind Force = 26136 Ibs 108 Shear Wall Length ft (shear party wall) Shear /ft in Wall @ Mid Height 242 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. . • Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 SNELL APARTMENTS REXBURG, IDAHO Page 2 9/11/2003