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Home My WebLink AboutPLAN ANALYSIS - 94-00026 - Norwest Financial - RemodelPro j eco Number : NA Address: SE Cerner Center Occupancy: B2 Type of Const: N City of Rexburg" Engineering department 12 North Center/P.Q. Box 280 Rexburg, Idaho 83440 (z08) 359-3020 Plan analysis based on the 1991 Uniform Building Cade Name: Breck Barton Bldg. & 1st North St P Date: July 5, 1994 Contractor: NA Architect : Jahn Engineer : None Plans Examiner; Batson JOE LAIRD NOTE:The code items Listed in this repor-r t are not intended to be a complete listing of all possible cede requirements in the 1991 UBC. It is a guide to selected sections. of the code. Report created using Plan Analyst software by b y,r & a, Portions of the material contained in this program are Uniform Building bode ( 1991 edition) with permission Conference of Building Dfficials,, DIRECTIQN BOUNDARY IL NORTH Public way EAS' Property line SOUTH Properly ling WEST Public way Area increased 5 00 0 0 501 - SEPARATION AREA INCREASE 102.0 4.5 5.5 164.5- f or 54.5for open Feet Feet Feet Feet area (7l9) 59 9--5b2 2 reproduced from of rna ional FIRE PROTECTION 52. 5 Feet 4. 5 Feet 5. 5 Feet 115. 0 Feet on 2 sides. FL NAME occ MAX FLR AREA ALLOWED STATUS 1 Of f ice d1=0 Mwnk� MEW �W MEW MMW --96 ftMW dimm 0� � Md= "P.M -b=M 0=0 *M& 4NEW qME � *MM MM.W mb� amp me . 4ft. .W TOT4kL FOR FLOOR B2 ok 3700 12000 Os3lk BUILDING TOTAL 37,00 12000 0*31 ok 3700 12000 *1 o k, •d!ql the r. R - o � • .. :�;. - - : _ :a_ - ° . - -. d - .�. _ , �;fit' 'i F sa of . _ i= L - a y Pro j eco Number : NA Address: SE Cerner Center Occupancy: B2 Type of Const: N City of Rexburg" Engineering department 12 North Center/P.Q. Box 280 Rexburg, Idaho 83440 (z08) 359-3020 Plan analysis based on the 1991 Uniform Building Cade Name: Breck Barton Bldg. & 1st North St P Date: July 5, 1994 Contractor: NA Architect : Jahn Engineer : None Plans Examiner; Batson JOE LAIRD NOTE:The code items Listed in this repor-r t are not intended to be a complete listing of all possible cede requirements in the 1991 UBC. It is a guide to selected sections. of the code. Report created using Plan Analyst software by b y,r & a, Portions of the material contained in this program are Uniform Building bode ( 1991 edition) with permission Conference of Building Dfficials,, DIRECTIQN BOUNDARY IL NORTH Public way EAS' Property line SOUTH Properly ling WEST Public way Area increased 5 00 0 0 501 - SEPARATION AREA INCREASE 102.0 4.5 5.5 164.5- f or 54.5for open Feet Feet Feet Feet area (7l9) 59 9--5b2 2 reproduced from of rna ional FIRE PROTECTION 52. 5 Feet 4. 5 Feet 5. 5 Feet 115. 0 Feet on 2 sides. FL NAME occ MAX FLR AREA ALLOWED STATUS 1 Of f ice d1=0 Mwnk� MEW �W MEW MMW --96 ftMW dimm 0� � Md= "P.M -b=M 0=0 *M& 4NEW qME � *MM MM.W mb� amp me . 4ft. .W TOT4kL FOR FLOOR B2 ok 3700 12000 Os3lk BUILDING TOTAL 37,00 12000 0*31 ok 3700 12000 *1 o k, •d!ql the r. R Code review f or4. Pro3ect Id Breck Bar -ton Bldg, Address 0% SE Corner Center & 1st North st The actual heyght of his building is 94.0 The maximum heigbt of the building is 40*0 -o -F 7 r-. Xj feet . f eet . -�- Table =' EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION "''� Table 17-A & Table 5-A 4 JI _= NORTH EAST r: OCC, BRG NON-BRG OPNG BRG NON-BRG OPNG _: WALL WALL PROT WALL WALL PROT r B2 Ohr Ohr None lhr* lhr* NOP SOUTH BRG NON-BRG OPNG WALL WALL PROT lhr* lhr* Prot %xne exterio.�� r walls may be Of COMBUSTIBLE material- Seca 2201 -a WEST -BRG NON-BRG OPNG WALL WALL PROT Ohr Ohr None -- Nv fire pratection requirements �'�� for openings..' Prot ppenings are to be protected with 3/4 hr fire assembl_ies =� area of the wall maximum.. Sec. 5p4.[b} & Sec.Z2+D3. & Table 5-A �'� Maximum single window size is 84 sqift with no dimension - - greater than 1 2 f eek Sec . 4 3 06v ( h ) �� NOP openings are not permitted zn this wall �1•�-�G waste-� May DEa i EaquiLrea uo nave a parapet wall 30 inches '= above the roofing. Thearapet wall P is required to have the same �� fire rating as the wall. See section 171Q, for details andexceptions. OTHER BUILDING ELEMENTS Table 17&-A y�� ELEMENT S. MATERIAL RATING NOTES =� Interior Bearing wall Any 0 hr �` Interior nonbrg wall Any 0 hr Tri " Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr Sege footnote #1 Floor/Ceiling Assembly Any 0 hr -,: RoofrCeiling Assembler Any 0 hr �� Stairs Any None FOOTNOTES 0 1) Elements in an exterior wall located where openings are not permitted �= where protection of openings is required, Shall be protected against ,� external fire exposure as required for exterior bearing walls structural fr�me� or the whichever 'is greater.. Table 17--A, footnote 1 DRAFT STOPS 13 If there is combustible construction in the roof/ceiling assembly, draft gtnns czhp I T be installed S 0 that the area of concealed space exceed 3000 -square feet and so that the horizontal dimension does not exceed 60 feet. MMPR dw- Sec. 2516,,,(f)4.B . (iii.) OCCUPANCY SEPARATIONS awm�- Table 5-B None required ADDITIONAL SEPARATIONS FOR B2 OCCUPANCY A lhr occupancy separation is required central heating unit greater than does not None the or between stops around rooms containing a boiler or 400 J9000 BTU input. -- Sec. 708, i� - .•' ia� a •_ f�•L �LJ r f� y Y• qa Code review for: Project I A4 Address: SE Corner Center EXIT REQUIREMENTS. - FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR LOAD REQUIRED WIDTH HDWR CORRIDOR SWING - 1 Office 37 2 0.6 No Yes N/R TOTAL 37 2 0.6 No Yes NIR A Ratted corridors are to have 1hr fire protection an bath sides ceiling. ---- Sec.. 3305. (g) Door openings are required to be with 20 minute assemblies and window openings are required with labeled 3/4 hour assemblies . ---� Sec. 3305.(h) NOTES. of wars and protected. to be protected In areas where 2 exits are required, the minimum separation is 1/2 maximum diagonal of the area or floor. -- Sec. 3303*(c) Door sing is based on Sec. 3304.,(b) except as noted* occupant load is based on Table 33--A. Number of emits is based on Table 33-A except as noted. Exit width is 'in feed and based on Sec. 3303.(b). .rx�-L wia-cn is zo be aa.vicxea approximately equally among exits . Width shown for all areas is based on other exits. (4. 2) Width shown for 1st floor is based an other 6xits. (0.2) Width shown for ether floors & basements is based an stairways. ff r'or tne minimum width of doors, see Sec. 3304.(f) dor the minimum width of corridors, sem Sec. 3305.{b} For the minimum width of stairways, wee SSG. 3 3 0 E,(b) FOOTNOTES. HANDICA,PPED ACCESS: 1} Handicapped access is to this building. -�- 2 ) If a Vamp �s used for 1: 12 Is 4dww* � Sec 3.307. (c) required to sec. 3 10 3. (a) handicapped at least & (b)3w access, [Q primary entrance max slope is of the Provide a landing within l inch (112 inch at dvvrs used far handirlapped access) of the threshold,, -- Sec. 3304,(14) The minimum width is same as door width and �--- Sec. 330.4* The maximum travel distance _� sec. 3303.(d) ROOFING REQUIREMENTS: 1} The roafing 2) See section in this building the minimum length is 44 inches. 4L i on this building is required to 3204. and ICB0 research, reports 150 feet. . 0 coor I 4, n I rw�bd Class C - Table 3 2-A S for requirements. ,. Code for Project Id.: Breck Barton Bldg, Address: SE Corner Center & 1st North _qt. - AUTOMATIC SPRINKLER SYSTEMS: Z.,-. ka I 7-T If apenings are not provided in each 50 feet of exterior wall or there is =-- floor area more than 75 feet, from an exterior opening, ars automatic =4 � sprinkler system is required. --- Sec. 3802 . (b) If there are 100 or more sprinklers � the automatic sprinkler system shall be -_. supervised by an approved central, proprietary, or remote station service ora local alarm which will give ars audible signal at a constantly attended location. -- Sem, 3803, _ S�"ANDPIPE REf,�U�REME�TS ; There is no requirement for a standpipe. A hose is not required. -- Table, 38-A FOOTNOTES 0 "�--= 1 j The location is to be per .._... T,771T 7 911.TT1 nrrr rtr� TtT4T^^.-.. -%*- Table 38 --pi 7 Seca 3805a(c)j(d),and/or(e) �rra�� Ift.irLj c, r_jiL..LAt7 rr1tV�.�t1: , -=- 1) Wall and oiling finish materials are required to comply with Sec,, 4204,(a) and Table 42-B. �-� 2} Carpeting on the ceiling is required to have a Glass I flame spread rating. ---- 5ec. 4204. {b) ::- 3) Textile wall coverings shall have Class I flame spread raking. °- and shall be protected by automatic spri.nklers or meet the acceptance criteria of U*B*Ca Standard No. 42-2 --_ Sec. 4205. INSULATION NOTES: 1} All insulation materiel including facings are required to have a flame -- spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed spaces and the facing is in contact with a wall or ceiling. --- Sec. 1714. (c) exc.#2 2} Foam plastic insulations are required to be protected. Sec. 1713. GLAZING REQUIREMENTS : All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 540-6.(d) ADDITIONAL REQUIREMENTS: For B2 occupancy In all areas customarily occupied by humans , provide natural d? artificial light and ventilation. �-- Sec. 705.(a)&(b) {_ i • s= " ,. Code for Project Id.: Breck Barton Bldg, Address: SE Corner Center & 1st North _qt. - AUTOMATIC SPRINKLER SYSTEMS: Z.,-. ka I 7-T If apenings are not provided in each 50 feet of exterior wall or there is =-- floor area more than 75 feet, from an exterior opening, ars automatic =4 � sprinkler system is required. --- Sec. 3802 . (b) If there are 100 or more sprinklers � the automatic sprinkler system shall be -_. supervised by an approved central, proprietary, or remote station service ora local alarm which will give ars audible signal at a constantly attended location. -- Sem, 3803, _ S�"ANDPIPE REf,�U�REME�TS ; There is no requirement for a standpipe. A hose is not required. -- Table, 38-A FOOTNOTES 0 "�--= 1 j The location is to be per .._... T,771T 7 911.TT1 nrrr rtr� TtT4T^^.-.. -%*- Table 38 --pi 7 Seca 3805a(c)j(d),and/or(e) �rra�� Ift.irLj c, r_jiL..LAt7 rr1tV�.�t1: , -=- 1) Wall and oiling finish materials are required to comply with Sec,, 4204,(a) and Table 42-B. �-� 2} Carpeting on the ceiling is required to have a Glass I flame spread rating. ---- 5ec. 4204. {b) ::- 3) Textile wall coverings shall have Class I flame spread raking. °- and shall be protected by automatic spri.nklers or meet the acceptance criteria of U*B*Ca Standard No. 42-2 --_ Sec. 4205. INSULATION NOTES: 1} All insulation materiel including facings are required to have a flame -- spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed spaces and the facing is in contact with a wall or ceiling. --- Sec. 1714. (c) exc.#2 2} Foam plastic insulations are required to be protected. Sec. 1713. GLAZING REQUIREMENTS : All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 540-6.(d) ADDITIONAL REQUIREMENTS: For B2 occupancy In all areas customarily occupied by humans , provide natural d? artificial light and ventilation. �-- Sec. 705.(a)&(b) {_ i • IV Code review for: Page # 5 Project Id.: Bieck Barton Bldg. Address : 5E Garner Center & 1st North St HANflIGAPPED REQUIREMENTS NOTE: Section numbers listed below are from ANSIA117.1 --WATER FOUNTAINS:198G I) One must have a spout with - in 3� inches of the floor, "- s 2) Spout must be at the f rant of the unit. - sec. 4,15.2 SeC. 4.15.3 3) Controls must be at or near the front �� the unit. -- Sec., 4, 15.4 & 4.2�.1� 4 ) A cantilevered. unit is required tO provide a clear area under'the 27 inches high, 30 itches in wzdeinches d.eep . --- 5ec. 4,15.5 ur�it of 5) A cl�a�- aroma of 3(� X 4 8 ches is required at the f vuntain. The (1) area is required to provide for a f ors�ar�; a _ dear unit and for a side appra��h o��r�„�is�, _ p��°a�� with a cantilevered TOILET FACILITIES; � �eC- 4.15.5 & Fig.27 b1cid 4 1 A 5' diameter unobstructed turning space is required in the toilet Sic. 4.2.3 & Fig. 3 (a) morn. 2 j When water closet is not in a compartment, the clear area required is: a) 48 inches wide by 56 inches deep with a side approach. ddWM -- Sec. 4.16.2 & Fig. 28 b} 48 inches wide by 66 inches deep with.a front approach, -- Sec. 4.16.2 & Fig. 28 ' cj 60 inches wide'by 56 inches deep with bath. approaches. �-- Sem. 4.16.2 & Fig. 28 d) Side bar is required to start within 12 inches of the back wall and extend to 54 inches from the back walk. --- Sec. 4.16.4 & Fig, 29 The rear bar is required to be' 36 inches long. --- Fig. 29 3) When water closet is in a compartment, the area required is: a} 55 inches deep by 60 inches wide with a gra} bar at the back and one at the side . Door i� at front or side. ---- Fig. 34(a) or b) 66 inches deep by 36 or 48 inches wide with grab bars on both amides and dooms at fro'nt, --- Fig* 3 0 (b) d ) If a f loor mounded wader closet is used., the depth dimension shaven above mush be increased 3 inches , ---- Fig . 3 p (a) & (b) e} Side bars are required to start within 12 inches of the back wall and extend to 54 inches from the back wall�� Fig. 756 & 7.56b The rear bar is required to start within 6 inches'of the sides wall and be 36 inches long. -- Fig. 30(a) 4) The bars are to be 33 to 3.6 inches above the floor, --ft dig. 29{a},(b) & Fig. 30(C),(d) 5) The toy of the seat on the water closet is required to be 17 to 19 inches above the floor, ---- Fig. 29(b) & Figs 30(d) 5 } Urinals are required to be stall type or have an elongated rim and be within I7 inches of the floor, -- Sec. 4.18,2 & Fig. 29(c) 7) A clear area of 30 X 48 inches is required in front of the urinal. -�-- Sec . 4. 18. 3 8} Accessible lavatories shall provide a clear area under the lavatory of 29 inches. ---- Sec. 4.19.2.1 & Fige 31 9) A clear area of 30 X 48 inches is required in front of the lavatory, -_ Sec. 4,19.3 & Fig. 32 30j The bottom of mirror is required to be within 40 inches of the floor. -- Sec. 4 . 19 . 6 & Fig* 31 pity of Rexburg Engineering department 12 North Center/P.d. Box 280 Rexburg,, Idaho 83440 (208) 359-m-3020 Flan analysis based on . the 1991 Uniform Building Cade Project Number: NA Name: Breck Barton Bldg. Address: SE Corner Center & Ist North St na t 1 v Occupancy: B2 Type of Const: V* --N NVTE:The code items listed i,n this report luting of all possible code requirements selected sections of the code. Report created using Plan Portions of the material Contractor: NA Architect: john Engineer: None Plans Examiner: JOE LAIRD 5, 1994 Watson are not intended to be a complete in the 1991 UBC. It is a guide to Analyst svftware by b w & a. contained 1Y1 th 7 nrnrsram av-d uni=Qrm tsuilaing bode ( 1991, edition) Conference of Bui'lding offmciais . DIRECTION BOUNDARY NORTH Public way EAST Property line SOUTH Property line WEST Public way Area increased 50o00% Y�2i with perraiss ion (719) 599-5622 reproduced from of International SEPARATION AREA INCREASE FIRE PROTECTION 102. 0 Feet 52.5 Feet 4. 5 Feet 4.5 Feet 5. 5 Feet 5. 5 Feet 164.5 Feet 115.0 Feet for open area on 2 sides . FL NAME occMAX FLR AREA ALLOWED RATIO STATUS ------------------------- - - ---------- 1 Office B2 ok 3700 12000 0.31 ok TOTAL FOR FLOOR 3700 12000 0.31 ok BUILDING TOTAL 3700 12000 0.31 ok 0 y . .�� _ 'Fri ° ., .. .. •. IL • � ` "h/let: ., ° _ .. .. • ' v M1 e. S 0 y Cede review dor; Pro]*ect Id,: Wreck Barton Bldg. Address: SE Carer Center & 1st North St The actual height of this building is The maximum height of the building is 0mm!4P � i T 9.0 feet. 40. 0 feet. -- Table 5-D EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 17-A & Table 5-A NORTH OCC BRG NON-BRG OPNG WALL WALL PROT B2 Ohr Ohr None EAST BRG NON-BRG OPNG WALL WALL PROT lhr* lhr* NOP SOUTH BRG NON-BRG OPNG WALL WALL PROT lhr* lhr* Prot The exterior walls may be of COMBUSTIBLE material. Sec.2201e WEST BRG NON-BRG OPNG WALL WALL PROT Ohr Ohr None Nene -- Na fire protection requirements f or openings . Prot -- Openings are to be protected with 3/4 hr fire as�emblies. area of the wall maximum. Sic. 504.(b) & Sec.2203, & Table 5emA Maximum, single window size 15 84 sq.ft with no dimension greater than 12 feet. -- Sec. 4306, (h) NOP --- Openings are not permitted in this wall. 500 of the -- -- i" "..5t� wd-Lis may L)e requlreci to nave a parapet wall 30 inches above the roofing. The parapet w, 11 ,s 0 required to have the same fire rating as the wall. See section 171D, for details and exceptions. OTHER BUILDING ELEMENTS ELEVIENT Interior Bearing wall Interior nonlarg wall Structural Frame Exterior Struct Frame Floor/Ceiling Assembler Roof/Ceiling Assembly stirs MATERIAL Any Any Any Any Any Any Any Table 17-A RATING 0 hr 0 hr 0 hr 0 hr 0 hr 0 hr None NOTES See footnote ii FOOTNOTES -P l) Elements in an exterior wall lvcaied where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing wills or the structural frame, whichever i s greater . -- Table 17 -*-A, f 1 DRAFT STOPS: If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed apace does not exceed 300D square feet and so that the horizontal dimension between stops does not exceed 60 feet* --- Seco 2 516 . ( f ) 4 « B . (iii ) OCCUPANCY SEPARATIONS -- Table 5 -FB None required ADDITI4NAL SEPARATIONS FSR B 2 OCCUPANCY 4 A lhr occupancy separation is required around rooms containing a boleler or central heating unit greater than 400,000 BTUinpUt Sem, 7 Q 8. im Code review for: Page # 3 Project Id.: Breck-Barto.. Bldg. Address: SE Corner Center & 1st North St EXIT REQUIREMENTS: FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR- NOTES LOAD REQUIRED WIDTH HDWR CORRIDOR SWING 1 Office 37 2 0.6 No Yes NIR TOTAL 37 2 0.6 No Yes N // R Raked corridors are to have lir firs protection on both sues of walls and oiling. :-- Sec. 3�o5.(gj Door openings are required to be protected, with 20 minute assemblies and WlndDW openings are required to be protected with labeled 3/4 hour assemblies. �- Sic, 3305, (h) In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. �-- Sic. 33o3.c� bear swing is based on Sec. 3344.(b) except as noted. Occupant load is based on Tables 33-A. Number of exits is based can Table 33-A except as Hated. Exit width is in feet and based on Sic. 3303.(bj. Exit width, is to be divided approximately equally among exits. Width shown for all areas is based an other exits. (0.2) Width shown for 1st floor is based on other emits. (0,.2) Width shown for other floors'& basements is based on stairways. ��.�) For the minimum width of doors, see Sec. 3304-,(f) For the minimum width of corridors, see Sec. 3305.(b) 4; 0For the minimum wzd�h of stairways, sem Sec. 3306.(b) FOOTNOTES: HANDICAPPED ACCESS: 1) Handicapped access to this building. -- 2) If a ramp is 1: 12. -- Sec required to at least one primary entrance sec. 3103.(a) & (b)39 used for handicapped access the max slope is 3307. (C) Provide a landing within 1 inch (1r2 �.nch at doors used for handicapped acces�� of the threshaiu. -- Seg. 3304.(1) The minimum width is same as door width and the �.� Sic. 3304. (J) The maximum travel distance in this building i'S --- Sec. 3303.(d) ROOFING REQUIREMENTS: 1 ) 'the roofing 2 ) See section, minimum length is 44 inches. 150 feet. on this, building is required to be Class C --& Table 324--A 3204. and ICBO research reports for requirements, s6 �-L• t .. I ... P '� F yX - ■ C Cede review f or : pa ge # 4 Project Td.: Wreck Barton Bldg. Address : SE Corner Center & Ist North St AUTOMATIC SPRINKLER SYSTEMS: If openings are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet,from an exterior openinc�r an automatic sprinkler system is required. -- Sec: 3802.�b) If theme are 104 or more sgrinklers, the automatic sprinkler system shall be supervised by an approved central, proprietary, or remote station seryice or a local alarm which will give an audible sinal at a constantly attended location, --- Sec, 3803. STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 38o --A A hose is not requiredTable 38-A FOOTNOTES l) The locat ion is to be per pec. 3805.(c).(d).and/or (e) WALL AND CEILING FINISH: lj Wall and ceiling finish materials are required tO comply With Sec. 4204. (a) and Table 42--B. 2) Carpeting vn the ceiling is required to have a Class i flame spread rating, --- sem. 4204. (b) 3) Textile wall coverings shall have Clays I flame spread rating. and shall be protected by autvmatic sprinklers or meet the acceptance criteria of U*B*C* standard No. 42-2 ---- Sec. 4205. INSULATION NATES a 13 All insulation material including facings are required to have a flame - spread rating of 25 or less and a maximumsmvke density of 450 unless it is in a concealed space and the facing is .in contact with a wall ar ceiling. -: Sec. 1714,*(c) ex -c.#2 2 } Foam plastic insulations are required to be protected. --- Sic. 1713, GLAZING REQUIREMENTS: All glazing in hazardous glazing material. -- Sec. locations is required to be of sof et y 5406.(d� ADDITTQNAL REQT3IREMENTS: For B2 accupancy In all areas customar1ly vccup-ie by" aIs � artificial light and ventilation. -- i Sec de natural or 705. (a)& (b) 11 is -4 NY--•fi- va 4 A I Code review for: Page # 5 Project Id.: Breck Barton Bldg. address: SE korner Center & 1st North St . HANDICAPPED REQUIREMENTS NOTE: Section numbers listed below are from ANSI A117 . I -- 1986 WATER FOUNTAINS Z) One must have a spout within 35 inches of the floor,-- pec. 4.15.2 2 3 Spout must be at the from of the unit . --- Sec- . 4 . l5 . 3 3 ) Controls must be at or near the front of the unit. --- Sec. 4,15.4 & 4*2,594 4) A cantilevered unit is required tv provides a cieax area under the un' 27 inches high, 30 inches wider, and 17 inches deep,It of q--- Sec. 4.15.5 (1) 5) A clear area of 30 X 48 inches is required at the f ountain. Thi clear area is required to provide for a f orward approach with a cantilevered. unit and for a side approach otherwise,, �-- Sec. 40 .0 & Fi .27 bcld TOILET FACI�,ITIES: gr 1 A 5' diameter unobstructed turning space is required an the toilet room. _-� Sec. 4.2.3 & Fig* 3(a) 2) When water closet is not in a compartment, the clear area required is: a} 48 inches wide by 56 inches deep with a side approach. $1 �- Sec. 4.16.2 & Fig. 28 b) 48 inches wide by 66 inches. deep with a front approach. -- Seg. 4*16*2 & Fig. 28 e) 50 inches wide`by 56 inches -deep with both approaches. -- Seg. 4,.16.2 & Fig. 2.8 d} Side bar is required to stark within 12 inches of the back wall and extend. to 54 inches from the back wall. -�- Sec. 4.15. 4 & Fig. 29 The rear bar is required to be 36 inches long,, ---ft Fig* 29 3) When water closet is in a Compartment, the area required is-* aj 56 inches deep by. Ga inches amide with a grab bar at the back and one at the side. Door is at front or side, Fig. 30(a) or b) 66 inches deep by 3+6 or 48 inches wide with grab bars on bath sides and dour at front.. -- Fig. 30(b) d) If a floor mounted water closet is used, the depth dimension shown above mush be increased 3 inches. -- Fick. 30(a) & (b) e} Side bars are required to stmt within 12 inches of the back wall and extend to 54 inches from the bask wall. -- Fig. 7,56a & 7.56b The rear bar is. required to Mart within 6 inches of the side wall and be 36 inches long. ---- Fig. 30(a) 4) The bars are to be 33 to 36 inches above the floor.. -- Fig. 29(a)►(b) & Fig. 3 0 (c) , (d) a) The top of the seat on the water closet is required to be 17 to. 19 inches above the floor, -- Fig. 29(b) & Fig. 30(d) 6) Urinals are required to be still type or have an elan gated rim and be within 17 inches of the floor. -- Sec.. 4,18-.2 & Fig. 29(c) 7) A clear area of 30 X 48 inches is required in f �o�-� o� the urinal. ..-� Sec . 4,18.3 8} Accessible lavatories shall provide a clear area under the lavatory of 29 inches. -- Sec. 4.19.2.1 & Fig. 31 9)'A clear area of 30K �S inches is required in front of the lavatory. --- Sec. 4.19.3 & Fig, 32 1D) The bottom of mirror is required fia be within 40 inches of the floor. --- Sec. 4,19.6 & Fig. 31