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Home My WebLink AboutPLAN ANALYSIS - 00-00018 - Ashton Memorial Hospital - AdditionProd ect Prof ect Address: - CITY OF 'REXBURG ENGINEERING PO BOX 280 REXBURG . T D 8 3 4 4 0 (208)359-3020 Pian analysis based on the 1994 Uniform Building Code Number: Name: Ashton Memorial 299 Technology may Occupancy: B,E1 Construction: V -N Date ; Contractor: Architect: Engineer Report By: July 17, 2000 VAL CHRISTENSEN NOTE: The code items listed in this report are not complete listing of all possiLble code requirements Tt is a guide to selected sections of the code. 11 intended to be a in the 1994 UBC11v Report created using Plan Analyst software Portions of the material contained in this program are from the Uniform Building Code with the permission of International Conference of Building Officials . DIRECT10N BOUNDARY NORTH Property ii-ne EAST Property line SOUTH Buildinq WEST Building Allowable area increased Sec. 505.1 FL NAME of f ice Kitchen 1 Class Room TOTAL FOR FLOOR BUILDING TOTAL The allowed area for NOTE.- Accessory area -- Se%, -,-,o 504.3 PRAT ION AREA INC'REASE 42.0 Feet 72.0 Feet 56.0 'Feet dO.0 Feet 1:00.% for open occ MAX FLR E3, B El the major use cannot exceed ex.c. I (719) 599-5622 reproduced the FIRE PROTECTION 42 - 0 Feet 72.0 Feet 28.0 Fee -',--- 20.0 Feet area on 4 AREA ALLOWED RATIO STTOS ok 988 16000 0,06 ok ok 98 16000 0.01 ok ok 647 18200 0.04 ok 1733 16756 0.1 ok 1733 16756 0.1 ok was used for minor accessory areas. the al -I. -owed area in Table 5-B 9 46 10 Code revlew ProJect Id.: Address: 299 for., Ashton memorial Technology Way Page # 2 The actual height of this building is 20. feet, L Themax' heiU 1 -mum ght of the bId' Table 5-B I Ing rs 40. feet,, EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For R;nA-ri nn W -T P Occupancy B El EAST For Occupancy B El SOUTH For Occupancy B El WEST For Occupancy B El Wall 0 hour 0 hour Bearing Wall 0 hour 0 hour Bearing Wail 0 hour 0 hour Bearing Wall 0 hour 0 hour 9 - ID t. -A CL _L Wall 0 hour 0 hour Non -Bearing Wall 0 hour 0 hour Non -Bearing Wall .0 hour 0 hour Non -Bearing Wall 0 hour 0 hour opening Construction p... Protection "rapet None Material Required Any No None Any No Opening Construction Para -pet Protect' None 3- on Material Requ-ired Any No None Any No Opening Construction Parapet Protect' ,iLon Material Required None Any No None Any No Opening Construction Parapet Protection Mat"eri ' Required . a L None Any NO None Any No ,�� No fire protection requirements for OTHER ELEMENT Interior Bearing wall Interior nonbrg wall Structural Frame Exterior Strust Frame Pioor/Ceiling Assembly Roof/Ceiling Assembly Stairs BUILDING ELEMENTS MATERIAL Any Any Any Any Any Any Any DRAFT STOPS: If there is combustible stops shall be installed exceed 3,000 square feet StOps does not exceed 60 Table 6-A RATING 0 hr 0 hr 0 hr 0 hr 0 hr 0 hr None openings. NOTES construction in the roof/ceil Ing assembly,(jraft so that the area of concealed space does not and so that the hori 'zontal dimension between feet, -- Sec. 708.3.1.2.2 Code review Project Id.: Address: 299, for: Ashton Memorial Technology Way EXIT REQUIREMENTS: FL NAME NUMB MIN occ EXITS Page � 3 MIN PAN I C RATED DOOR NOTES WIDTH HDWR CORRIDOR SWING I office 10 1 0.2 No N/A N/R I Kitchen 0.0 No N/A N/R I Class Room 32 1 0.5 No TOTAL 42 2 0.7 No N/A N/R In areas 'where 2 exits are requi-red,, the minimum separation 13 1/2 of the maximum diagonal of the area or floor. -- Sec. 1003.3 1 Exit signs are required from all areas where 2 or ex'ts are required. -- Sec. 1013.1 Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- exc. I Door ;ming is based on Sec. 1004.2 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10,A except as noted. Exit width is in feet and based on Sec.. 1*003.2, Exit width a -s to be diLvid-ed approxi -mately equally among exits, Width shown for all areas is based on other exits. (0.2) Width ohown for 1st floor is based on other exits. (0.2) Widt�i shown for other floors & basements i5 based on stal For the minimum width of doors, see Sec. 1004.6 2-rways. (0.3) For the Tninimum width of corridors, see Sec. 1005.2 For the minimum w-idth of sta' -Lrwaysf see Sec. 1006.2 FOOTNOTES: FLUSH AND SURFACE BOLTS - 0 Manually operated edge or surface -mounted flush bolts it are prohibited. When automatic flush bolts are leaf having the automatic flush boit shail not have surface mounted hardware. The unlatching of any leaf require more than one operationO -- Sec. 1004.3 on and used door shall surface door knob or not Code review for: 0 ProDect 1d.: Ashton Memorial Address: 299 Technology way Page # 4 LOCKS AND LATCHES: All means of egress doors shall be readily openable from the Side from which egress is to be made without. the use, of a key or special knowledge or effort, -- Sec. 1004.3 Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) Iftust swing without operation of any latching device. RAMP REQUIREMENTS: 1) The mini -mum width is 44 'Inches. If a ramp serves an occupant load of 49 or, less, it may be 36 'Inches wide. If the ramp is serving a high occupant load, check exit table above for required width. -- Sec. 10-07.2 2) If the ramp is part of the accessible route, the maximum siope is 1: 12. All other ramps may have a slope of 1: 8 or less.. -- sec. 1007.3 3) When the siope is greater than 1:15, landings shall be provided at the top, bottom and for each 5 feet of rise. Top- landings and f I_ntermediate iandings shall b.e at least 5 feet in the direction of travel. Landings at the bottom of ramps shall be at least 6 feet 'in the direction of travel, -- Sec. 1007.4 4) Handrails shall be per stair requirements,, -- sec. 1007.5 5) The surface shall be roughened or shall be of slip -resistant Materials. -- Sec. 1007.7 LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required, the floor or landing shall not be more than 1/2 inch lower than the thresbold. When access A is not required, themax- -IMUM is I inch,, -- Sec. 1004.9 2) Landings shall have a width not less than the width of the stairway or wi.dth of the doorway, whichever is the greater. The minimum -1. 1 -- Sec. 1004.10 length in the direction of exit travel Ls 44 'nches. 0 Code review Project Id.* Address: 299 for., 0 Ashton Memorial Technciogy'day Page 4 5 BUILDING ACCESSIBILITY: J1 1) This building g each tenant shall be provided w'th at least one entrance which complies with the accessibie route provisions of CABO/AtiSI A117.1. At ileast 50 percent of ali entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one ex't is required from any accessible space, each accessible portion of the space shal i be served by not less than two accessi *ble means of egress Sec. '1104.1.1 3) When an exit stairway 'is part Of an acces-s-l"ble means of egress,, the stairway shall have a clear width of not less than 48 'inches between the handrails. The stairway shali either incorporate an area of refur,_TE,,3 within an enlarged story -level ianding or shall be accessed from an area of refuge. -- sec, 11,04-1.2 The area of refuge shall have direct access to the stairway tha'L'- serves sec* 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not- 1P_<:zq th_-)n -qn I I'll _L11 imcnes for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 If the area of refuGe is rint- Within r *3 CX-L-LWC1yf _LU snaii De separated from the rest of -the story by a smoke barrier having at li:��ast a one- hour fire -resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 P 6) Two-way communications are required., -- Sec. 1104.2.5 7) Each area must be ident]A'ed by -a ' I sign stating AREA OF REFUGE and the international symbol of accessibility. 8) NOTE :Exio it stairways In bu.11dings protected throughout by an approved, automatl.c 5prinkler system are NOT required to 'incorporate an area of refuge. -- Sec. 1104-1.2 exception #2 ROOFING REQUIREMENTS: 1) The roofing on this Cedar or redwood shake accordance with Section -- Exception 2 building is required to shingles and #1 shingies 1504.5, special -Purpose 4) :)ee section 1,L)04 and ICBG research reports be Class C. constructed Roofs may be -- Table 15-A in used for requirements, STANDPIPE REQUIREMENTS: M There is no requi-rement for a standpipe. Table 9,A FOOTNOTES: Code review 7 Prod Id.-, Address 299 VENTILATION: for: Ashton. Memorial Technology Way All meas customarily Occupied by humans shah be provided with natural. ventilation by means of openable exterior oveninas with An Arc�A nf ne,+ fess than 1/2Q of the total f1cor mechanically operated ventilation of supplying a minimum of 15 cubic occupant. -- Sec, 1202.2.1 WALL AND CEILING FINISH I area or shall be provided with a system. Such system shall be capable feet per minute of outside air per a -L -L ana cj--L-meq-il materials SeCV 804.1 and Table S -B. 2) Carpeting on the ceiiing i spread rating. -- Sec. 804.2 T required to C01RPiy with required to have a Classl awe ie3xLj-ie wa.ii coverings shall have Class I flame and shah be protected by automaticspr-inklers acceptance criteria of U.B.C. Standard No. 8-2 spread or meet -- Sec V rating, the 805 46 4 Code review for: Project id.0,. Ashton Memorial Address: 299 Technoiogy Way Page # 7 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CAB O/ANSI P.117.1 , 1992 WATER FOUNTAINS AND WATER COOLERS: At least 5.0 percent o. -L';7 drinking fountains, but not legs than one, 0 P ov-id ed on every floor shall be accessibie, -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) spout is to be Within 36 'Inches of the floor. -- sec. 4.15.2.1 2) Spout arranged for parallel approach shah be located 3 inches maximum from the front edge. SPOuts of cantilevered units with knee and toe clearances, shall be located 15 -inches minimum from the -vertical support and 5 inches maximum from the front edge.. -� Sec. 4.15.2.2 3) Spouts shall Provide a flow o]ff water 4 inches height minimum. -- Sec,,. 4.15.2.3 4) Operable parts shad be located at or near the front edge of the unit and shall comply with 4.25.4 -- sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vert icca:11 support. Clear knee space must provide a clear area of 8 inches 'in depth at 27 inches high and 1 11 inche3 at 9 inches a V m-ini-mum above the floor.., -- sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Unaw-ts in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shail cOmPly with 4..2.4 and have a clear floor space that allows a person 'in a wheelchair to make a parallel approach. sec. 4,15.4.2 TOILET FACILITIES: 1 1 V ) A 60 'nch diameter unobstructed turning space 'i's required in the toilet room. -- Sec. 4.16.3, 4,2.3 2) Water closet shali be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 i -n. Sec. 4,,17.1 3) When the accts siblf.,--n water closet i's not "V in a stall., The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall, -� Sec., 4.17.2 & Fig. B4.17*2 4) When the accessible water closet is in a stail: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water clos-ets and 59 in deep minimum for floor mounted water ciosets, -- Sec. 4.18.3.1 If the door swings into the s -tail, the required depth shall be increased by 36 inches in-ini-mum, Fig. B4.18,3,1 5) The bars are to be 33 to 36 inche8 above the floor and shall be Provided on the rear wall and on the Side wall closest to the water closet., -- sec. 4.24.2.2 & Pi and B4,18,3,1 -1gs. B4.17.3f B4.17.4 a) Side grab bar is required to start within 12 inches of the backwail and extend to 5.4 inches frcm the back wall. �The G I Code review Project Id. Address: 299 fog, ., Ashton Memorial Technology way minimum length of the bay _ Figs. B4.17.3 and B4.18.3.1 Sec. 4.17.4.1 & b.) The rear bar shall be 24 "in ungini , centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length providedt transfer side, -- Sec. 4.17.4.2 & Figs. 134.17.3, and B4.18.3.1 6) The top. f the seat on the water closet is requa-red to be 17 to 19 inches above the floor., i- Sec. 4.17.3 7) Accessible urinals shall be of the stall the rim at 17Inches maximum above t -- sec. 4.19.2 8) A clear area of 30 X 48 'Inchesi ' mum is required 'in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 * nches apart MIRIMUMO -- Sec . 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximumabove the f1oorand a clearance of 29 inches rrLin,imum from the floor to the bottom the fry nt edge of the apron. -- Sec. 4.20.2.1 & Fig* B4*2o*3*1 10) It shall extend 17 inches m*n'I imum from the wall. The clear knee -pace shall be 8 inches in depth minimum at 27 inches mlnimum above the floor and 11 'aches in depth minimum above the floor. The the overflow shall be ignored when Checking the clearances, -- Sec. 4.20.3.1 & Fig. B4.20-3.1 11) A clear floor space of 30 X 48 inches minimum shall be Prov Ided in front of the iavatory and shall extend 19 'Inches maximum zinger the lavatory, -- Sec. 4.20.3. 1 ) Water supply and drain under lavatories shall be insulated or otherwise treated to protect against contact, -- sec. 4.20.4 13) The bottomof m' '} equired to be within 38 -inches of the float. Sec. 4.16.6 & Fig. B4.20A.1 Code reView Project I. Address: 299 for AshtonMemorial Technology way GLAZING REQUIREMENTS All glazing in hazardous giazlng materia.. -- Sec. CRAWLS PACS RE11REMF I T� t*T t locations is required to be of safety r -k 24Q6.1 & 2406.4 _J_�t ii -means r in exterior walls. Opening ll id 1 square foot for each 150 � feet E n crawl space. Openings shall distributed t two opposite sides and be located E -cornersas tical. �--� Sec. 2317.7 Note Vert openings may reduced t 1096 of the above if grou-nd surface area covered with roved . the building official approves.. 2) Provide 18 -inch by 24 -inch access opening t the crawl Opening i located thecrawl ace Sec T Unless t F Sueu as an approves wood of natural resistance to decay or treated wood, the minimum clearance between exposed earth ciearance to beams and girders is 12 'aches_ -- see. 2317# ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 inches or more. The minimum size 'I's 22 inches by 30 E _nchesv There rqust be 30 inches or more Clear height above the attic2) Provide ventilation in all attic areas. The net free vent area isto be not less than I square foot for each 150 square feet of area. The vent area may be 1/300 if at least 50.% of the requ'red ventliaLi .ng area iS Provided by ventilators located in the upper porIE-J.on of the attic. The upper ventilators