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Home My WebLink AboutCO & DOCS - 04-00371 - Yellowstone Dialysis Center4 �� CITY OF a : R MURG A MERICAS FAMILY COMMUNITY Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 0400371 International Building Code :2000 1183 Summers Dr Dialysis Center Type V -N, Unprotected Dialysis Center No Name and Address of Owner: Contractor: Special Conditions: Occupancy: Skidmore Inc. This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed was found to be in compliance Mh the requirements of the code for the group and division of occupancy and the use for t4hich the proposed occupancy vies classified. Date C.O. Issued: September 15,?005 (02:WM) C.O Issued by: Building Official There shall be no further change in the e)asting 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 Department: °` Fire State of Idaho Electrical Department (208 - 356 - 4830): a CITY OF REXBUR -G AMERICAS FAMILY COMMUNITY Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 0400371 International Building Code :2000 1183 Summers Dr Dialysis Center Type V -N, Unprotected Dialysis Center Yes Name and Address of Owner: Contractor: Special Conditions: Occupancy: Skidmore Inc. Institutional, outpatient, ambulatory 5 or more This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy wes classified. Date C.O. Issued: C.O Issued by: September 13, 200 11:48AM Building Official There shall be no further change in the eAsting 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 Department• Fire State of Idaho Electrical Departm t (208 - 356 - 4830): �. R E�J ►n °F CERTIFICATE OF OCCUPANCY , ham AMERICAS FAMILY COMMUNFfY City Of Rexburg Department of Community Development 19 E. Main St. If Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 Building Permit No: 0400371 Applicable Edition of Code: International Building Code :2000 Site Address: 1183 Summers Dr Use and Occupancy: Dialysis Center Type of Construction: Type V -N, Unprotected Design Occupant Load: Dialysis Center Sprinkler System Required: Yes Name and Address of Owner: Contractor: Skidmore Inc. Special Conditions: Occupancy: Institutional, outpatient, ambulatory 5 or more This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed v►es found to be in compliance Mh the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. Date C.O. Issued: C.O Issued by: September 13, 2005 11:48AM Building Official There shall be no further change in the e)asting 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 Department- Fire State of Idaho Electrical Departm t (208 - 356 - 4830): 11/03/2004 14:52 2085293779 Nov, 1. 2004 1.24PM C" OF RB UR� SKIDMORE INC PAGE 02/02 No. 0095 P. 1. 5�`i 1 AMERICAS FAMILY COMMUNrrY 19 Fast Main 5t. 2083593020 Phone ext924 PO sac 290 208W9.2024 Fax Raftra Itlaho S 440 www.m-xburg.org Reviewed for Code Compliance - 2000 International Building Code (IBC) Name of Project. 40 4J S - *Nc Permit # d &I a 7 f CON Date reviewed: �D Reviewed by: These plans have been reviewed for compliance to the IBC. The purpose of the IBC (and thus the review) is to "establish the minims requirements to safeguard the public health, safety and general welfare" (IBC Section 101,3). This stamped and signed set of plans must be "kept at the site of work and shall be open to inspection by the building official or a duly authorized representative" (MC Section 1 06.3.1). All copies of building plans associated with this project must be duplicates of this approved set. Any change(s) that need to be made to this set of plans must be submitted to and approved by the City of Rexburg Building prior to starting any construction activity associated with the abange(s). This set of approved plans coincides with the building permit for which it was issued. The permit (and thus the plans) are valid for 180 days from date of permit. If more time is needed, "the building official is authorized to gtmnt, in writing, one out more extensions of time, for periods not more than 180 days each°' (IBC Section 105.5). I have read and anlder*ood the above deformation and am a legal representative of the owner. Dated: 10/12/2004 08:46 2085293779 SKIDMORE INC PAGE 02/04 Sent ily- Design Intelligence, LLC; 206. 359.0740; " "" weae 3/4 CITYOF REXBURG 0400371 B'U'ILDING PERMIT APPLICATION Dialysis Center 19 E MACH, REXf3URG, ID. 83440 208 -359 -3020 X326 f)JY- CZo$) 3119 - 3raE& Lti� LO 1 9 PARCEL NU1VlBF 1 %I W 0010 ISO - RF R V L- Wo010 190 5a q ' 37 79 SUBDIVTSZON: Va I I -u W 1 CUU0 �uNIT# BLOCK# TOT# OWNER: S1 r -C �}QC{ - CONTACT PHONE # 2-9 3 KPI PROPERTY ADDRE : _ I f 615 S Lt, W r U roc � -- )3 S • IZW oX II t?, ! -u M bu16 PHONE #: Home ( ) Work (t) 5 24 - 3 b'1'2_ Ccll Q0 2 OWNER MAILING ADDRESS: 3 . S nn +grrry: Tdah a 1:i% [ STATF - - ZIP: S3 d ub APPLICANT (II' other than owner) (tf applicant if other than owner, a statement authoriziag applicant to act as agent owner count accompany MAILING ADDRESS OF APPLICANT Cam' STATE; ZIP PHONE #: Home ( ) Work ( ) Cell ( ) CONTRACTOR: dm o - PHONE: Home# Cell# 52 2 - 7 - 71, 0 MAILING ADDRESS: 3'9 4 . S u& M SI O& Rd. CITYTA&ku l STATA ZIP ).. How many houses 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 of new legal description of property) PROPOSED USE: �t�.... ! S th Ir' (i.e., Single Family Residence, Mufti Family, Ap ents, Remodel, Clarage, C'Mmercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION Under penalty ofperjuty, I hereby certify that I have read this application and state that the information herein is coned and I swear that any information which may hereattec be given by me in hearings before the Planning and zoning Commission or the City Counci l for the City of Rexburg shall be txtfvl and correcL I agree to comply with all City regulations and State laws relartittg to the subject matter of this application and hereby authorized rel3mentativea of the City to enter upon the above - mentioned property for inspections purposes. NOTR: Tie building official may oke a permit on approval issued under the provisions of the 2000 international Code In cases of any flue statement or mim, tion of fact in the application or on the plonA on which the permit or approval was based. Permit void if not started wvxtpSw 180 da . permit void if work stops for 180 days, Signature of Owner /A licent - � DATE WARMING — BUILDING PERMIT MUST BE POSTED ON CONSTRUcT19N SITE! Plan few are non - refundable and are paid In fktil at the time of application beginning ZgMEry 1. 2 905. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval * *Building Petmlt Fees are dtte at time of appllcatlonN* "Building Permits are void If you check does not clear** 10/12/2004 08:46 2085293779 SKIDMORE INC PAGE 03/04 Oct. S. 2004 4:40PM No. 0015 P, 2 NAME Ssi.S Cs k+e, PROPERTY ADDRES S S1, # 1 blip 3 �u. n,. lr.e Permit# SUBDIVISI A&,t c,r �jLL! p• /'� l� # Dwelling Units: Parcel Acres: Front Footage (if applicable) SURFACE SQUARE (Shall i FOOTAGE: nolude the exterior watt amm=enu of the bWld ng) First Floor Ana 6 Y // 0 Unftsbed Basement area Second floor/loft area Finished basement area Third floor/loft area Garage area Shed or Barn Carport/Deck (30" above grada)Area Remodel (Need Estimate) S PLU1kL WG PLUMBERS NAME ADDRESS LA s 4 �04 CITY STATE ZZP PHONE (2) 3 �'t �� c FO7MW COUNT CLOTBES WASHING MACHINE DISHWASHER FLOOR DRAIN GARBAGE DISPOSAL HOT TUB /SPA SIlVKS (Lavat0ries, kitchens, bar, mop) WATER NWTER COUNT HEAT (Circle all that app,40 ' r SPRINKLERS 5 TUB /SHOWERS TOILET/URINAL WATER HEATER WATER SOFTENER t WATER METER SIZE Oil Coal Fireplace Electric ,l LUDING MTrAUTE S L3 %-300 PL11AfWNGESTIMATE U�J STOR2VI WATER LENGTH Z b ' "ONTFOOTAGE 2502 , USE 1 .BEDROOMS CONSTRU ON Ere, w n , UNITS ROOF NONCEMM4g –^ SAN,�IATIDN OD OCCUPANCYIOAD JZE4T N-0. QT FLOOD ZONE SEA TB .FENCE TYPE / OCCUPANCY / FRONT SIDE 1. a SME t 2 4 . BAGS 2 10/12/2004 08:46 2085293779 Sent By: Design Intelligence, LLG; PAGE 04/04 P @Qe 212 DesT Iit elligence, LL Structu , ral'Engineering 3685 W Mwy 33 Rexburg, Idaho 63440 Date: August 31, 2004 To: To Whom it May Concern SKIDMORE INC 20B- 359 -0740; Oct -1 -04 10:23AM; Calk (208) 35,9 1461 FAX (208) 339 -0740 Subject: Legal Description for Yellowstone Dialysis Center, Rexburg, Idaho Dear Sir or Madam; The following ,legal description fur the subject property is as follows: Legal Description Lot 18 and 19 Block 2 of the Valley Wide Cooperative Subdivision #1 containing 1.23 acres more or less with the following exception: Beginning at the Northwest corner of Lot 19 thence S 00 22 00 E for a distance of 125.00 feet, thence N 89 49 33 E for a distance of 104.00 feet, thence N 0010 27 W for a distance of 56A0 feet thence, S 89 49 33 W for a distance of 22.00 feet, thence N 00 10 27 W for a distance of approximately 68.36 feet, thence N 89 43 42 W .for a distance of 82.42 feet to the point of beginning containing 0.27 acres. Please call me if you have any questions. ly, Scott A Spaulding, P.E. Design Intelligence, LLi 0 0400371 Design Des Intelligence, LLC Structural Engineering 3685 W Hwy 33 Rexburg, Idaho 83440 Yellowstone Dialysis Center Call. (208) 359 -1461 FAX. (208) 359 -0740 Date: October 28, 2004 To: Val Christensen City of Rexburg Building Department Subject: Yellowstone Dialysis Center Dear Mr. Christensen The following responses to your comments are provided for your review and approval: Comment Response 1. Water and Sewer Service Lines are shown on revised Site Plan dated 10/20/04 2. Accessible Sinks not shown See revised Floor plan dw 3. Provide Mechanical Details Mechanical details shall be provided as soon as they are available from the designing agency. 4. Energy Conservation Report Attached 5. Dock Storage/Fire Safety Pipe Bollards have been added to assure vehicles stay outside the building. Per my conversation with the University of Utah the items being stored in this area are 50 gallon drums of bicarbonate solution (similar to a saline solution). Other storage items include needles, syringes etc. They usually have at most five 50 gallon drums at one time in the area. 5. Identify brick flashing Note and detail added to Sheet S2 — attached. Please call me if you have any questions. Respectfully, Scott A Spaulding, P.E. Design Intelligence, LLC Plan Checklist for the 2003 International Building Code Name of Project: Y / S I A)l::; D L USE AND OCCUPANCY 1. Classification as per Sections 302.1 & 303 thru 312 B 2. Identify if mixed occupancy exists. Yes or No___2C If no then skip #3 below. 3. Incidental use areas see Table 302. 1.1 Accessory Space ( °/ or der) Nonseparated Mix c ncy as per Section 302.3.1 Separated Mixed c p per Table 302.3.2 Identify on plans Fire Barrier Walls and/or Horizontal Assem 1 cl ding the rating 4. If Assembly Occu a y e ists, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants as per Section 303.1.1 5. Covered Malls, see hectio 2. Atriums see Section 404. Underground Buildings see Section 405. Motor Vehicle Oc an es se ection 406. 1 -2 Occupancies see Section 407. I -3 Occupancies see Section 408. io P' e rojection Rooms see Section 409. Stages and Platforms see section 410. Spec al u e e uildings see Section 411. Aircraft Related Ozw7pancies see Section 412. Co b bl S r ge see Section 413. Hazardous Material see S ec*ion 414. H- Occupancies see ec i n 1 pplication of Flammable Finishes see Section 416. Drying Rooms see Section 417. Or is oatin2s see Section 418. HEIGHT AND AREA 1. 2. 3. 4. 5. 6. 7. Area, First Floor &073 0 , Second Floor , Third Floor Area meets requirements as per Table 503. (Basements need not be included as per Section 503.1.1) Yes C No VPa Height meets requirements as per Table 503. Yes K No Buildings on same Lot? Yes Nom If no then skip #5 below. Regulated as Separate or Regulated as one Building as per Section 503.1.3 Height modified as per Section 504. Yes No jC If yes , sprinklers are required. Area modified as per Section 506. Yes No If yes use the area provided below to calculate increase. N�A Total Area Allowed after Increase k Area Shown on Plans 4 Zero Lot Line Buildings see Se ion 705. For Mezzanines see Section 505. Unlimited Area Buildings see Section 507. TYPES OF CONSTRUCTION AND FIRE RESISTANCE. 1. Identify the Type of Construction as per Section 602 V 2. Check allowable material for Type I and II buildings as per Section 603 3. Table 601 - Identify Building Element Ratings 4. Table 602 - Identify the Fire Resistance Ratings of Exterior Walls X 5. Check Openings in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section 704.8. 1) *i' 6. Projections meet requirements of Section 704.2 �(I 7. Check for window vertical exposure from roof below as per Section 704.10 8. Check that Parapets are not required as per Section 704.11 9. Are Firewalls used or required? Yes No k' If no, skip #10 below. 10. Check Firewalls for,St #it Stability Fire Resistance Rating as per Table 705.4 Made of Noncomb ti rials(except Type V) Horizontal Continuity Vertical Continuity e xterior Walls as per Section 705.5.1 Extend to Horizontal Projec n 1 s s per Section 705.5.2 Openings (no windows) as per Section 705.8 h at Penetrations meet requirements of Section 712 Ducts and Air Transfer Openings in Firewall meet requirements of Section 705.11. `2 11. Are Fire Barriers used or required? (as required by table 302.3.2) Yes_ ' If no skip #12 below. P6 ON 12. Check Fire Barriers for structural stability as per Section 706.4. Openings limited to 25% of wall. Maximum opening size of 120 sq. ft. (unless sprinklered) Check that ` Penetrations meet the requirements of Section 712. Ducts and Air Transfer Openings meet the requirements of Section 712 and 716. 13. Are Shaft Enclosures used or required? Yes No If no then skip #14 below. 14. Shaft Enclosures meet the requirements of Section 707.. 15. Are Fire Partitions used or re * d? Yes No If no then skip #16 below. 16. Check Fire Partitions for Strq to a Stability and Continuity as per Section 708.4. Dwelling units that are sprinklered are 'a 1 hr. separations versus 1 hr. Check that Penetrations meet the requi s Section 712. Ducts and Air Transfer Openings meet the requirements of Section 12 and 16. 17. Fire Rated Ceiling Panels meet requirements as per Section 711.3.1 ej - 18. All Penetrations in Fire Resistive Walls and Horizontal Assemblies meet the requirements of Section 712.X 19. Fire Resistive Joint Systems meet the requirements of Section 713.('- 20. Doors and Shutters in Fire Res' tive Assemblies meet the requirements of Table 715.3. 21. Fire Doors are Self Closing. 22. Fire Windows or Glazing conform to Section 715.4 and Table 715.4. 23. Fire and Smoke Dampers conform with Section 716. i - 24. Fire Blocking and Draft Stopping is provided as per Section 717(Draft Stopping is not required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not required if in sprinklered building with sprinklered concealed spaces) 50t4Nrc. LL 25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803. No Te - 26. Floor Finish meets requirements of Section 804. FIRE PROTECTION SYSTEM 1. Is a Fire Protection System required for this building in order to meet area, height etc. requirements? Yes No_ If no skip #2 below. 2. List the type of system that is required N b N C 3. Other requirements requiring Fire Protection Systems (check if needed): Group A (As per Section 903.2. 1) Group E (As per Secti n 903.2.2) Group F -1 (A,s pet Sec ion A03.2.3) Group H (As er ecti n .2.4) Group I (As r ecti n 9 5) Group M (A per Sec o 90 .2.6) Group R (A per Sect' n 903.2.7) Group S -1 (As per Se tion 903.2.8) Group S -2 (As per Se tion 903.2.9) All Buildings except -3 and U (As per Section 903.2.10)Q_ Ducts conveying Hazardous Exhausts (As per Section 903.2.12.1) Commercial Cooking Operations (As per Section 903.2.12.2) As per Table 903.2.13 L 4. If Sprinklers needed as identified in #3 list type of system required. 5. If Sprinklers required by any of the above, Are Monitors and Alarms provided as per Section 903.4? 6. If an Alternative- Automatic Fire Extinguishing System is identified, does I meet the requirements of Section 904? � �1- 7. Are Fire Alarms required as per Sections 907 or 908? Yes )v No if no then skip #8 below. 8. Do Alarms meet the requirements listed in Sections 907 or 908? ? 140' C b N V 71-� 9. Is smoke control required ?(as per Sections 402, 404, 405 or 410) Yes No If yes, see Sections 909. 10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410.V. MEANS OF EGRESS 1. Minimum height of 7'as per Section 1003.2. 2. Any protruding objects meet the requirements of Section 1003.3. N< 3. The occupant load shown on plans. Z 4. The occupant load as per calculated by Table 1004.1.2. &7 AV 5. Occupant load posted in every assembly occupancy as per Section 10 4.3.-'�* J. 6. Egress width is identified on plans. )( 7. Egress width meets requirements as calculated per Table 1005.1. yes. 8. Multiple means of egress sized so that the loss of any one means of egress shall not reduce the available egress capacity to less than 50% of total required. x 9. Door encroachment does not reduce the required egress width to less than 50% required. y 10. Means of egress is illuminated as per Section 1006. 4 11. Illumination emergency power is shown for means of egress as per Section 1006.3. 12. An enclosed exit stairway is shown. Yes No x if no, skip #13, #14 and # 5 below. 13. Enclosed stairway has an area of refuge(as per Section 1007.6) or is sprinklereNX 14. Area of refuge has 2 -way c mmunications, instructions and is identified as per Sections 1007.6.3, 1007.6.4 and 1007.6.5. 15. Door clear widths are a minimum of 32 ". Except as allowed by exception of Section 1008.1.1. k 16. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy. >_ 17. Specialty doors meet the requirements of 1008.1.3. '-'e 18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5. 19. Thresholds are identified as a maximum of 1 /2" high, for swing doors and 3 /4" for sliding doors as per Section 1008.1.6. k 20. Space between two doors is less than 48 "(except R2 &R3 non Type A units). 7 v 21. Locks and latches meet requirements of 1008.1.8. 22. Panic hardware is shown at required locations (Section 1008.1.9). 23. Does a stairway exist. Yes No X no, skip #24 thru #28. 24. Stairway doors do not open over stairs. 25. Stairways ar a minimum of 44" wide(exc pt where occupant load is 50 or less or as per Section 1009.1) 26. Maximum riser is 7 inches and minimum tread is 11 inches. 27. A landing is provided at the top and bottom of ea 28. Maximum vertical rise without a landing is 12'. 29. Handrails are identified that meet the requirements of Section 1009.11. 30. Handrails return to wall, etc. or are continuous to next stair handrails 31. Elevation change of over 1/20 is designed as a ramp as per Section 1010 32. Exit signs are identified when over 2 doors are required for exiting._)\[Q_ 33. Exit signs are spaced no more than 100' apart or to the door. 34.42" guardrails are shown whenever a walking surface is over 30" above grade. 35. Any roof mechanical equipment within 10' from edge has a guardrail shown. /� 36. Egress does not pass through intervening spaces unless the space is accessory to the area served and the intervening space is not hazardous. 1C' 37. If multiple tenant spaces exist, egress from any one does not pass through another. 38. Length of egress travel does not surpass requirements as per Section 1013.3. 39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2. )c 40. Spaces with one means of egress meet the following maximum occupancy loads:�A a. Occupancy A,B,E,F,M & U - 50 occ. b. Occupancy H -1, H -2, & H -3 - 3 occ. C. Occupancy H -4, H -5, I -1, I- 3.1 -4, & R- 10 occ. d. Occupancy S - 30 occ. 41. Where two or more exits are required, they are a minimum of 1 /2 the diagonal distance of the space served apart or where the space is served by an automatic sprinkler system, the distance is 1/3. 42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided. 43. Refrigeration machinery rooms and refrigerated roomspver 1000 sq. ft. have two exits. 44. Stage means of egress comply with Section 1014.6. 45. Exit Access travel distance meets requirements of Table 1015.1. )C 46. Exterior ex t/balconies constructed in accordance with Section 1015.1 have 100' added to their travel distance 47. Corridors are rated as per Table 1016.1. -U /u /via,~ 48. Corridor widths meet requirements of Section 1016.2. - x 49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F. 50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft. XC 51. The minimum number of exits for occupant load meets the following: 1 -500 requires 2 exits 501 -1000 requires 3 exits More than 1000 requires 4 exits 52. Buildings with one exit meet the requirements of Section and Table 1018.2. 53. Interior stairwells required as a means of egress e t the requirements of Section 1019. 54. Space under stairs is identified as 1 -hour rated. 55. Exterior ramps or stairs are open ne side and have a minimum of 35 sq. ft. of open space not ess than 42" above any floor level. 56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6 N� 57. Exterior balconies, stairways and ramps are over 10' from 1pi lines and other buildings on the lot.�f2- 58. Egress courts meet the requirements of Section 1023.5. 59. Assembly occupancies meet the requirements of Section 1024.�/�' 60. Window egress or better is provided in every sleeping room and any habitable basement. ACCESSIBLITY 1. An accessible route connects all accessible buildings, accessible facilities, accessible elements, accessible spaces and the public right -of- way(except as excepted by Section 1104). /2..0. W. 2. In addition to the required accessible entrances, 50% of all public entrances are accessible. 3. Accessible parking is provided as per Table 1106.1. 4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy. s 0Ncl- 5. Van spaces are provided.(one out of six and any portion) '< 6. Accessible parking is provided on shortest route from accessible parking to the accessible building entrance._ ? 7. Group I occupancies meet accessibility requirements asset forth in Section 1107.5. 8. Group R -1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1. 9. Where 4 or more apartment units, one level town homes or condos are located in one structure, all units are design as Type B units as per ICC /ANSI 117.1 unless on a upper level without elevator service. 10. Where more than 20 apartment unit, one level town homes or condos are loca ed in a project, 2% but not less than one are designed as Type A units as per ICC /ANSI 117.1/ 1 4 - 11. Wheelchair spaces (and companion seat a j per Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1. 12. Assistive listening systems are provided in Assembly occ pancies where audible communications are integral to the use of the space. 13. Any Assembly occupancy performance area has an accessible route s per Section 1108.2.8. 14. Any dining area in an Assembly Occupancy is fully accessible 15. Self service storage facilities shall provide accessible spaces as per Section 1108.3 16. Toilet and bathing facilities are accessible(unless in a private office)as per ction 1109.2. X 17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1 18. Where sinks are provided, 5 %, but not less than I is accessible. 19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling). 20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8. INTERIOR ENVIROMENT AND ENERGY CONSERVATION 1. Attic ventilation exists that is 11150 of the floor space or 1/300 with vapor barrier. k 2. 50% of the attic ventilation is 3 ft. above eaves. x 3. Crawl space ventilation complies with Section 1203.3. 4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space. AMI E!0 2 5. Interior spaces that do not have openings directly to outside meet requirements of Section 1203.4. l . _ 6. Bathrooms containing bathtubs, showers or spas are mechanically vented. 7. Natural or Artificial light is provided that meets the reguirements of Section 1205. 8. Courts shall meet the requirements of Section 1206.3. �' 9. Dwellings party walls and floors meet the requirements of Section 1207._ 10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area. A 11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft. 12. All ceilings are a minimum of 7'6" with no more than 1/3 at 7'0 ". K 13. Attics and crawl spaces have access openings as per Section 1209. X 14. An energy review has been submitted that meets the requirements of the International Energy conservation code.-W-10 EXTERIOR WALLS AND ROOFS 1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and leakage has been provided. K 2. Water resistant barrier shown on sheathing as per Section 1402.2. 3. Masonry veneer is flashed at bottom and has weep holes. 4. Masonry veneer shall be mechanically attached as per Section 1405 . 5 .Ak - A-19 5. Stone Veneer is anchored as per Section 1405.6. 6. Sidings shall be applied as per Section 1405. 7. Fire separation distance for combustible veneers(siding) meet that of Table 140 .2.1.2. 8. Balconies that protrude shall meet the requirement of Table 601 for floors 9. Metal Composite Materials(MCM) shall meet the requirements of Section 1407. 10. Roof coverings meet the requirements of Table 1505.1. 'K 11. Double underl ent is provided in asphalt roofs with minimum slope of 2:12 up to and including a 4:12 slope. 12. An ice dam membrane (one continuous sheet or two sheet cemented together) for all asphalt roofs is provided from the roof edge to 24" inside of the inside of the exterior wall. 13. Drip edge metal is provided along all roof edge. )( / 14. Metal roofs meet the requirements of Section 1507.4. n f ` 15. Built -up roofs meet the requirements of Section 1507.1074 16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.13. 17. All other roofing types meet the requirements of Section 1507._ X STRUCTURAL DESIGN AND SPECIAL INSPECTIONS 1. Structural Use Group (as per Table 1604.5) 2. Structural documents for light frame wood building as per chapter 23 include floor roof and live loads, ground snow load, basic wind speed, wind e osure, seismic design category and site class. 3. All plans except as described in #1 above shall incl de the following: a. Floor live load including any reduction . b. Roof live load as per Section 1607.11. C. Roof Snow load, including the flat roo snow load, the snow exposure factor, the snow load importance factor and the thermal factor. d. Wind design data, including basic wi speed, wind importance factor with building category, wind exposure, applicable internal pressure coefficient and the design wind pressure used for the design of components and cladding. e. Earthquake design data incluping seismic importance factor, seismic use group, mapped spectral response acceleratio s, 'te a , spectral response coefficients, seismic design category, basic seismic -forc -re stems, design base shear, seismic response coefficients, response modi ication factors and the anaiysis procedure used. 4. Flood zone is identified(if in flood zone see Section 1603.1.6) A - 5. Design of floor live loads in access of 50 lbs per sq. ft. also identify that signs must be posted. 6. Structural design calculations meeting the requirements of chapter 16 have been provided._&ffCV 7. Architectural, mechanical and electrical components meet the seismic requirements of Section 1621.'�� 8. Where special fabrication (usually steel) is performed ff sight, the fabricator has provided a certificate of compliance as per Section 1704.2.2. 9. Special inspections are identified for welding. 10. Special inspections are identified for high stren h bolting. 11. Special insp ctions are identified for concrete construction except as excluded by Section 1704.4- 12. Special inspection are identified for masonry as per Section 1704.5. - ,4 13. Special inspections are identified for fills greater than 12" deep where a load is applied.W4 14. Special inspections are identified for all pier and pile foundations. 15. Special inspections are identified for sprayed on fire resistance a ications._1 _ 16. Special inspections are identified for smoke control systems. 17. Quality assurance plan for seismic resistance is provided (excpyrt for design light frame as per chapter 2308 or reinforced masonry less than 25 feet high) 18. Special inspections are provided for seismic force resisting systems._I 19. Structur 1 observations as per Section 1709 are identified for structures in Seismic Use Groups II or III. - � SOILS AND FOUNDATIONS 1. Allowable soil foundation bearing pressure (as per Table 1804.2). 2 0 2. Soil investigation meets the requirements of Section 1802.2. k 3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5% flog natural surfaces. 4. Information provided as per Section 1803.5 for any structural fill. 5. Footings (except for 1 story category 1 buildings no bigger than 400 sq. ft.) are 36" below grade for frost protection. 6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3. NIA 7. Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is identified and approved by the building official). Y 8. Footings designed so that the allowable bearing capacity of the soil is not exceeded. X 9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5).� 10. Except for Group R and U occupancies of light framed constructiqn of seismic design D and less than 3 stories in hieght, concrete is a minimum of 3000 p.s.i.. 11. Retaining walls are designed with a lateral sliding and overturnm factor of safety of 1.5&�IA 12. Foundation djainage system or water - proofing (Section 1807.3) is provided where water table warrants.x 13. Damproofing shown under slabs as per Section 1807.2.1. 14. Damproofing shown for foundation walls._ 15. Minimum of 4" of gravel is shown under all slabs. 16. Foundation d ain is installed (except in well - drained gravel areas) as per Section 1807.4.2 and 1807.4.3 17. Piles meet requirements of Section 1808, 1809, 1810 and 181 lj�4— 18. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812. CONCRETE and MASONRY 1. Construction documents show compressive strength of concrete, strength or grade of reinforcement and the size and location of reinforcement. X 2. Structures assigned to Seismic Desiategory D contain a statement identifying if slab -on -grade is designed as a structural diaphragm. 3. Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the requirements of Section 1904.2.2 and Tables 1904.2.2(1) and 1904.2.2(2). 4. Masonry shear walls are provided in both directions so that their cumulative dimension in each direction is a minimum of 0.4 times the long length of the building (as per Section 2109.2.1.2): 5. Floor and roof diaphragm width to lengt atios for masonry buildings meet Table 2109.2.1.3.(Empirical Design Only) 6. Masonry wall lateral support is identified in engineering documents or empirically by Table 2109.4.1 7. Masonry thickness of bearin walls for one story is a minimum of 6" and 8" for two story buildings as per Section 2109.5.2:,9 -- 8. Masonry foundation walls meet all of the requirements of Section 2109.5.6. —,4 Sent By Design Intelligence, LLC; 111/ 2 // 2 14:39 2085293779 10/27/2004 13:40 FAIL 8016814760 DlsuslS PaotalaM UnMoslq of Utsh 85 NortA Medcul Drive Ease W& tot Salt lake Clpa Utah N112 -5390 Phone (501) Bill •5573 Fiampot) 5874750 26 October 2004 208 - 359 -0740; Oct -28 -04 8:20AM; Page 2/3 SKIDMORE INC PAGE 02/03 DIALYSIS MMAH X001 THE UNIVERSITY oF UTAH AOredlLptsw► iiA.D bmanNe D bechm 31evu L. Hume ln0 AdrnMlstr ter sorry Delta Anadw Admlaistmter David Skidmore Skidmore Incorporated 3920 E, Su=yaide Rd. Ammon, Idaho 83406 RE: jyellowlitoa�Djalysi Dear David: The University of Utah Dialysis Frogram operates 8 dialysis centers in Utah and l In Idaho. Presently we have 2 now sties under construction in Utah and as you era aware we have a Planned facility for Rexburg, Idaho. the Yellowstone Dialysis Center will be of enormous benefit to dialysis patients in the tipper Snake River Valley, who currently travel to our dialysis center in Idaho Falls. The University is making a si®olfieant investment to bring this medical service to the community of Rexburg. Numerous individuals in the conuiaunity of Rexburg and the surrounding area have provided sigificant support tv make this happen. All of our =Tent dialysis buildings and the 2 wider coastructi.on have been considered Type 5B =n-rated construction. None of these dialysis centers have an internal fire sprinkling system_ A]l patients and staff are trained on initial entry to the center in emergency procedures to asid including evacuation for fire or natural disaster. •Staff' are in serviced quarterly on these procedures and patients on a yearly basis. The patients who will come to this clinic are outpatients and come in for their dialysis treatment 3 times per week. At the conclusion of their treatment they normally drive themselves home. Procedures exist to remove them from 1}ie dialysis machine in a matter of minutes thus facilitating a rq:id evacuation of th® facility if necessary. 9annevire Dwyals Center Casdeview DislysU Geer DWO Dielysia Center Gem State Reglonal 01alysls Center Ogden, Ursh Pilo Utah St,lSOol9er Wisho FW4Who Im #631on leoW Dialysis Center I.s6aside Dlei�pis C#Mr Prm DLryse Center CedarClg6Ut&h Sett Lain Ck% BIT- d-l.Utth Pf Utah South VWky Mlpb Center Sande Ut■h Sent By: Design Intelligence, LLC; 208 - 359 -0740; Oct -28 -04 8:20AM; Page 3/3 16/27/2004 14 :30 2085293779 SKIDMORE INC PAGE 03/03. 10/2712004 13:49 FAX 9016814760 DIALYSIS PRQGRAN 0002 I would be happy to answer any furthet questions. 9incercty, Steven L. Hemming AdmWstrator U of 1i DWyslS Program a a ,v t t wsq CITY OF R.EXBURG AMERICAS FAMILY COMMUNFFY X 1)9 a C � 19 East Main St. 208 - 359 -3020 Phone exL324 PO Box 280 208 - 359 -3024 Fax vaIQci.rexburg id.us Rexburg, Idaho 83440 www.rexburg org Reviewed for Code Compliance - 2000 International Building Code (IBC) Name of Project: Yh"1- LO w S 7 f'/Vo5 -Z /A, 4 ��N 7 ff/ 4- - Permit # O y 4 Date reviewed: 10 /,py Reviewed by: These plans have been reviewed for compliance to the IBC. The purpose of the IBC (and thus the review) is to "establish the minimum requirements to safeguard the public health, safety and general welfare" (IBC Section 101.3). This stamped and signed set of plans must be "kept at the site of work and shall be open to inspection by the building official or a duly authorized representative" (IBC Section 106.3.1). All copies of building plans associated with this project must be duplicates of this approved set. Any change(s) that need to be made to this set of plans must be submitted to and approved by the City of Rexburg Building Official prior to starting any construction activity associated with the change(s). This set of approved plans coincides with the building permit for which it was issued. The permit (and thus the plans) are valid for 180 days from date of permit. If more time is needed, "the building official is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each" (IBC Section 105.5). I have read and understood the above information and am a legal representative of the owner. Signed: Dated: Design Intelligence, LLC Engineering Calculations Summary Date: October 1, 2004 Subject: Yellowstone Dialysis Center, Rexburg, Madison County, Idaho Customer: Skidmore Inc. 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 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. C_) L CD Date: Date: CD T1 � M o x W r N _ � C > 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 By S ott A pauldin , P.E. Checked By: Date: Date: Des,�gn Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 3685 W Hwy 33 REXBURG, IDAHO rCCJCUUI , IUClllu OJ44u Design Para Snow Load: Snow Loads 35 ps -- - _ < 5:12 -15.4 -8.8 1 -6.8 -21.6 j - 16.9 t - - -- - _ - -_ L- -- 5:12 15 .4 107 10.7 8.1 -21.6, > 5:12 5.6 8.8 -7.5 5.1 -5.8 Longitudinal -15.4 -8.8! -10.7 -6.8 -21 Maximum Horizontal Wall Loads Transverse T Zone < 5:12 9.8 7.5' - - __ - - -- - 1 E 4E 7.2; -5.8' 5:12 -- 12.1 -10 1 8.8' -7.5' - - > 5:12 10.7 -8 1, 9.1 -6.8 T 10/11/2004 Page 1 Rise Run IReduction Use Roof Pitch 3 12 0.0 psf 35. psf Roof Pitch 4 12 0.0 p sf 35.0___ psf Roof Pitch 6 12 2.5 psf 32.5 f Roof Pitch 7 12 3.8 psf 31.2 - j psf Roof Pitch 8 12 5.1 psf 29.9 Ipsf 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 i � t Simplified Method Section 160 - - -- Applicable loads ar sh own m _ bold lette rs. _ !Horizontal Loads End Zone - - -- Interior Zone Transverse iWall Roof Wall Roof - - - < 5:12 12.8 8.5 1 1 -4 - - -- - 5:12 17.8, -4.7 11.9 -2.6 >5:12 14.4 9.9 11. 7.9 -- - -- : Longitudinal - - { - 12.8 1 -6 7'. , -- - - _ 8.5 -4 - -- _ - Vertical Loads End Zone I Interior erhang Transverse Windward T 4 Leew ar d - Wind ward !Leeward -- - En Zo e !_Interi Zone R oof Roof Roof Roof -- - _ < 5:12 -15.4 -8.8 1 -6.8 -21.6 j - 16.9 t - - -- - _ - -_ L- -- 5:12 15 .4 107 10.7 8.1 -21.6, > 5:12 5.6 8.8 -7.5 5.1 -5.8 Longitudinal -15.4 -8.8! -10.7 -6.8 -21 Maximum Horizontal Wall Loads Transverse T Zone < 5:12 9.8 7.5' - - __ - - -- - 1 E 4E 7.2; -5.8' 5:12 -- 12.1 -10 1 8.8' -7.5' - - > 5:12 10.7 -8 1, 9.1 -6.8 T 10/11/2004 Page 1 Des.Wn Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 3685 W Hwy 33 REXBURG, IDAHO Rexburg, iaano 83440 10/1/2004 Page 2 Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 3685 W Hwy 33 REXBURG, IDAHO iaano bJ44U 4 - - -- -- - - Refe _ Code - - - -- - IB 2000 , for Ss, S1, Fa an d Fv are t - -- -- , - -- - -- - - - -- __ -- _ ifro C ode Control CD u sing Zip Co 161 1615.1 Fv - , _ �- -- - - - -� - -- - - .2. 1 Fa I - - -- 1615 1 Ss 0.606 g - 1 1615.1 SI - - -- -- - - - -- - _ 9 -- y - - - -- - I Fa �, _ Fv - Site Cla - A - Ha rd Rock - 0.8 0.8 Site Class B - Dense Soil or Soft Rock 1 1 Site Class C - Stiff Soil - - - 1.2 1.7 Site Class D - Soft Soil 1.32 2.03 Site Class i A B 1 C D 1 2 i SMS - FaSs_ 0.4848 0.606' 0.7272 0.79992 1615.1.2 SM1 = FvS1 0.1544, 0.193 0. 0.39179 -- -- -- Design Spect - -- p - -- - - Spect Accel � 1615.1.3 ISDS = 2/3 *SMS 0.324816i ,. _- 0.40602 -- 72 - - -- -_ -_ _ 0.4872 0.535946 --- - -- * 0 1034_4_8 0.12931 - 0.262499 -- - -_ _- __ -_ -- 1 0.219827 DI - 2/3 SMI 1616.2 Seismic Use Group 1616.3 Seismic Design Category - - n Cate o - - -- 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 Factor I = 1 Basic Fundamental Period Ct Steel Moment Resisting Frame 0 .035 1 Re inforce d Concrete Moment Resisting Frame - 0 0 3, + 1 All O B Systems 0. 02 Heigh 16 I - Bu ildin g g ft Table 1617 Cu - 1.2 A p p rox im ate Fundamental pp Period T = Ct *h ^ 3/4 = 0.19 sec - iRigid Bld - Site C - - - A B �C _ D - Cs = S DS / _ - 0.0541 0.06771 0.081 0.0893 Max C s - S DI /(R/I)T = 0.00331 0.0 - -- - 0.0070 0.0084 Min Cs = 0. 044SDS *I = 0.0143 0.017 0.02 0.0236 I Design Seismic Respo Coefficient 10/1/2004 Page 3 Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 10/1/2004 3685 W Hwy 33 REXBURG, IDAHO KeXDurg, iaano 83440 Page 4 Site Class A B C D - - =. -_— fi 0.0214 0.0236 - -- Cs - - - 0 0143 0. 0179 - - 1 .1 E uiv Lateral Force M etho d IV = C s_W = 0.0236 W Simplif V 1.2 SDS /R W - _ Ap proach p - - -- *( �* - - - W -- _ 0.107 - - -- I - — Determine M eth od of Seis Ana lysis i Li F raming Construction Criteria 2308.2.1 Building stories 1 stories YES 2308.2 .2 Beanng w all floor to floor height 9 ft YE S - 2308.2.3.1 Average DL 15 psf Y 230 Floor Live Loads 40 psf YES 2308.2.3.3 Ground Snow Load 50 psf YES 2308.2.4 Wind speed -- - 90 - - - - - -- mph Y j - 2308.2.5 Truss Span 30 -- - - ft YES im i ied Requirements Simplified — - -- - - 1. Does Building eet light frame construction cri g g ? I YES 2 Is building of any other construction with flexible diaphragm at l every level as defined in section 1602 ? YES - -- Building may use Simplified Analysis Method - __ Page 4 Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 3685 W Hwy 33 REXBURG, IDAHO r Juana 6344V 10/1/2004 Page 1 Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 3685 W Hwy 33 REXBURG, IDAHO McXDUrq, mano t5S44U 10/1/2004 Page 2 Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 3685 W Hwy 33 REXBURG, IDAHO Kexburq, Idaho 83440 10/1/2004 Page 3 5 Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 3685 W Hwy 33 REXBURG, IDAHO 10/1/2004 Page 4 w Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 10/1/2004 3685 W Hwy 33 REXBURG, IDAHO Rexburg, Idaho 83440 Page 5 Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 10/1/2004 3685 W Hwy 33 REXBURG, IDAHO Rexburg, Idaho 83440 Page 6 Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 3685 W Hwy 33 REXBURG, IDAHO r luau w 013-+ 10/1/2004 Page 7 Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 3685 W Hwy 33 REXBURG, IDAHO I NUALJUI , lual lu 00°F°4V Ty Fb psi Fv psi E psi - - - - -- - — -- - 2600 285 1900000 G - LB - -- T LV 24 19 0 1800000'' D F 1300 95 - 1900 000 - - - Be am 8 i Overbuild R afte r —� r Type Fb psi j Fv psi I EI psi DF 1300 95 1900000 Sp an - 6 ft Tribu ry Area = 2 ft i Loads ! Point Load = 0 Ibs Snow 35 psf - Uniform Load = 70 Ib /ft Live Load 0 ps 0 Ib /ft - - - 1 D Load 15 psf 30 Ibs /ft - - - - - Mo Live Load Moment = 1 31 5 1 Ib - _ 3780; lb -in Dead Load Moment = 1351lb ft = 1620' lb- i Section Modulus Required = 4.15 in3 Section Width = 1.5 in. _ Section Depth - 5.5 in. 1 p Section Modulus Provi = 7.6 in3 OK Moment of Ineritia Provided _ 20.8 in4 Deflection - -- - - -- - - - -- _ _ ___ Live Load = � - O di L/360 0.20 ; in. OK Dead Load = 0.0 in Total = 0.0 in. L/240 0.3 in. OK I Horizontal Shear - - - - -- - - - r- - - - - -- I fv = 55 - p - t - - - -- - - - i- � -';OK 1 FV = 109.25 ;psi - Al 1 Reaction 300 Ibs - - - 5.5 Us e - -- 1.5 X DF 10/1/2004 Page 8 Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 3685 W Hwy 33 REXBURG, IDAHO rxcAuuf Y, iuc l w 0,3'+'+u Type F psi -- Fv psi E psi_ �— - LVL 600 2600[ 285 - 900000 1 - - -- GLB - 24 00 - _ _ 190 - 180 f -- i - � -- 1 - � -- -I - -- -- � - -- - Bea 9 lOut E psi Type Fb psi ( psi DF 1300 95 1900000 _ r Span = 12 ft Tribu Are 2 ft Point Load = } - - - 0 Ibs Loads L - -- I Sno 35 psf Uniform Load = 70 /ft Live Load 0 psf - -; - - OIbs /ft -- r - Dead Load 15 psf 30Ibs /ft Momen J - -- L -- - -- . Live Load Mom L 1260 lb-ft - -- - -- 15120 Ib - - -- in -- - -- - Dead Load Momen = 540 lb-ft 6480 Section Modulus Required = 16.62 in3 Section Width= 1.5 in. Section Depth = 9.25 in. Section Modulus Provided = 21.4 in3 - - ;OK - - _ Moment of Ineriti P rovided = 98.9 in4 :. - - - — - - - Defle Live Load = - — -- 0.17 in. L/360 0.40 in. - OK Y 10/1/2004 Page 9 Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 3685 W Hwy 33 REXBURG, IDAHO Idaho 83440 _LF lb psi __IFv psi_ - _ 1 E Total = t 0.08 in L/240 0.35 Horizontal Sh fv = 104 psi OK FV = 109.25 psi Allowable I { Reaction OK 1925 Ibs - - -J Use 3 ".25 - 9.25 DF 10/1/2004 Page 10 i Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 10/1/2004 3685 W Hwy 33 REXBURG, IDAHO Rexburg, Idaho 83440 T ype Fb psi Fv psi I E psi L 2600; 28 5 19000 GLB D F 2400, 190, 1300 180000 190 Bea 11 Val Type Fb psi Fv psi !E psi - LVL 2600 285 1900000 - - -- Span = - 14 ft 1 - -- Tributa Area = 7 ft Loads j Point Load = 0 Ibs Snow 35 sf p ,Uniform Lo ad - 245 Ibs /ft Live Load 0 psf 0 Ibs /ft - Dead Load 15 psf 105 Ibs /ft I I Moment I - Live Load Moment - 6003 Ib - - - =, -72030 - - lb-in Dead Load Moment =' 2573' lb-ft = 30870', lb-in Section Modulus Required _ 39.58' in3 Section Width = 3.5 i Section Depth - 11.875 in. - Section Modulus Provided = 82 .3 , in3 OK Moment of Ineritia Provided = 488 4 1 in4 Deflection Live Load - 0.23 - in. - -- L/360 - i -- 0.47 in. — - OK - - - - Dead Load 0.10 in � J - Total = 0.33 in �L/240 0.7 in. OK - - - - - - -- Horizontal Shear - fv - 88 si I O F - -- - - -- - r- - - - FV = 327.75 psi Al lowabl e Re = 24501 Ibs - Use 3.5 - - X 11.875 LVL Page 11 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 F Desi Allo Bearing Ga YELLOWSTONE DIALYSIS CENTER REXBURG, IDAHO n - 1 500' sf tM ax Ro Span = - -- - Max Fl oor Span = _ Snow Load I.- - ` _ - -- -- 35 psf ;W He ight = g F loor Li L oad - - - - 40 psf —;- ISte -- - -- Wall H eight = W all D ead Load ` 15 psf Stem W all Width = R Dea Load 15 ps f - Brick Dead L oad 15 psf Floo D Load 15 psf Ex Be aring Walls - F1 t Proposed Footing_ Roof Loads 160 Ibs /ft Width Floor Loads - _ 0 /ft Depth W all Load 270 i Ibs /ft Stem Wall Load 400 i Ibs /ft - -- Foot ing o - ad 1 250 ]bs /ft - f Total - - -- 2520', Ibs /ft :Bearing Pressure _ 12-60! Reinforcing Requ 10/1/2004 64 ft O 9 ft 4 ft 8 in. 24 in 10 in )sf - - OK Page 1 Design Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 3685 W Hwy 33 REXBURG, IDAHO 10/1/2004 Kexourq, Igano 153440 Spr Fo Design Values j Allowable Soil Bearin Pressure = * 1500 psf Min R Factor - 0.002 -- , C Streng @ 28 d_a_ys I -- - 2500 psi Stee Re inforci n g - - - -- - - -- 40000 psi -- -- F o oting - F2 - Descriptio Vertical Moment - - Lo 12500 Ibs 0 ft -Ib L = Length 3.5 ft B - W idth 3.5 ft Weight g 1837.5 Ibs - ,Thi 1 ft � -- i V - - 14337.5 Ibs - e = M/V - i - 0.0000 Qmax = V /BL(1 +6e /L) = 1170 psf - Qmin - V /BL(1 -6e /L) = 1170 psf - - - - - Reinforcing for Long Direction Use 3.5 ft. Wide X 12 in. Deep Footing Calcula Minimum Reinforcing = Reb ar Size 1 #4 Area = Use #REF! - #4 #REF!'' in * #REF! 0.2 in *i in O.C Page 1 -- Des;gn Intelligence, LLC YELLOWSTONE DIALYSIS CENTER 3685 W Hwy 33 REXBURG, IDAHO 10/1/2004 rCCXUUI l,J. , ivano 0344u Sh W Anal ysis - S hor W _- � Wind Loa - 22 psf Roof Height - 16 ft T -� ft - Wal Heig - - 10 - . Length of Long W 111 It A rea at Mid Height of Wall - 2 331 ftA 2 -- - -- - W ind F orce = 512 -- - -- - -- - Shear Wall L engt h 120 ft Shear per ft in W all @ Mid H 211 Ibs /ft OK EF -- - - Provide 1/2" AP rated sh - with 8d n ails at 4" o .c. a_t p edges and 12" o.c. in the field. Blocking is requried. Page 1 z > N 6 UJ 22ro,2,5' LANDSCAFING LANC)SCAFINr- CD 2' - - --------------- ------ ------------------------------- ----------- V \\0 \\�\�V\ X OWNERS SIGNATURES Z \\�\ X� LD r 1o, L.L 0 U) BUILDERS SIGNATURES z w 4 11 z 0 z LANC)5G4FlNC- 7 FIAR 5TALLS z 3c'-o" ... ....... - ------------- ----------- - -- -- - ---- ----------- ------- Qv 16 FARKING i LANIDeC4FINC� — T ------------ ----------- ------ --- ------- dill- 5TALLS - z 0- x - q bi \\R\ z z 0 ly x < ---------- -------- -- --------- - --------------------------------- i , 7 ----------------- ---------- \7\ ,\ ----------- l N "', j ---- - ------- z < HANrDiGAF z 0 z l FARKING 10 eGALE � (D w LEGAL IDE6CRIFTION wo - UIA 5� �� 0 g 6 try HANI)ICAF LOTS 2 4 3 C � FARKING tz.o z u4 LIJ !az�o ARTGO BUSINESS z FARK z < —U, Cf) -4 , X X\ cf) V, z CIS x\x 0 Lu < Lij Z LUJ � Z D C) LANE)eCA=FING FUTURE 5ULDING 0 co C) U) rr,3 Z o zu < C) APR 2 1 2004 VFL --LAN[)5GAF iNr-- 5 0'3 E 200.33' z CITY OF REXBURG-