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Home My WebLink AboutREVIEWS - 94-00026 - Norwest Financial - Remodel18 July 1994 City of Rexburg Rexburg, Idaho 83440 Attn: Joe Laird Re: Breck Barton Dear Joe , Please find submitted herewith a response to the concerns you expressed your plan review: 1. French Drain Installat ion -see Detail attached and Photo r s 2. Detail of Center Foot ings�see attached 3. Foundati achieved by an Ventilation will be (4) standard vents in the foundation wall. this could crate I am concerned that a freezi*na condition in the Winter. Therefore will be operable. 4. Attic Draftsto the vents one side of one of the 'Roof Trusses will be coveredwith 5/8" sheetroek to reduce the spaces below 3,000 sq, ft. 5. Attic accesswill be achieved above the Break Room by doubling up on (2) trusses and spacing them 49 PROFESSIONAL PLAZA (208) 359 - 2309 ARCHITECTURE - ENGINEERING - e a• , ''t�` , • I ua I kation Certified By: N.CAR.B. X-1 RMURG, IDAHO Fax 359 - 2271 CONSTRUCTION MANAGEMENT 24" apart thus allowing far the 22 X 30 attic access opening. 6, East and South Wall Fire Protection: The distance from property, line to the building hall he 5 ' 1 " on East and 5 6" on South. The protected openings shall then be 3I4 hr. 7. The one hr firms protection on the East and South can be achieved by the brisk as well as by the dryVit using 5/8 Gyp Board in 1 layer 8. Attic Save ventilation is absolutely essential in this climate. 2 recommend that the soffit be sheetraeked except for located as close to the a 2" wide strip of vent building as possible. Please calculate the cost of the Building Permit as i will be in shortly to obtain 'it, I assume you are aware that this wilding is a type V -N rated building due to the limited square footdq...grel ry truly ours, John! R I Watson 61 )c .61 x 12' 5C.,Al—Es NONE ll�l 'PROFESS I (DN)III��!!illillikL 4f�f::IGE BUILDING 1. % 4L IL 12H PIT RIJN 6+ZAVEL c4DW,0. PIPE 2" MlNd- 60 PAx MASOWZY LEVF-LIW--7 Job NO- Page 000, Date jo 61 )c .61 x 12' 5C.,Al—Es NONE ll�l 'PROFESS I (DN)III��!!illillikL 4f�f::IGE BUILDING 1. % 4L IL 12H PIT RIJN 6+ZAVEL c4DW,0. PIPE 2" MlNd- 60 PAx MASOWZY LEVF-LIW--7 Job NO- Page 000, Date City of Rexburg Eng ineering Department 12 North Center/P-0,. Box 280. Rexburg, Idaho 83440 (208) 3590W3020 Plan review based on the 1991 Uniform Building Cade Pro j ect lumber: NA Name; Breck Barton Bldg Address: SE Cerner Center & iso North St Date: July 5, 1994 Contractor : NA occupancy: B2 Architect: John Watson. Type of Const V -N � Engineer& None Plans Examiner: JOE LAIRD Report created wing flan Analyst Software by b w & a. (719) 599-5f22 Portions of the material contained .in this program are reproduced from the Uniform Building Code ( 199Z edition) with permission of InternatiLonal Conference of Building officials. #� SHEAT IDENTIFICATION CORRECTION REQUIRED 1 5D1 W.PfLrpkng bnprs rf , drn Show contprking bumpersveh cle�--_� detail -Where dues str, drn C.B. drain to?Clarify W. P/L. Shaw roof drng. to C.B.o1*Drvwy. conc. or asphalt?Tnihat happens to existing walls on east & south sides? Re -do handicapped ramp at corner? 2 A2 &A/S1 E. Drnage to C. B. Provide drains and overflow drains or ��. scuppers . -- Section 3207 3 SDIawSl All sheets to be stamped and signed by an Architect or Engineer registered in this Mate . --- Sec . 302 (b) 4 A2.&Sl 1hr.roof eves E&S sides These exterior walls required to be 1hr. fire assemply. Tables 17o -PA Tab 5vA. No openings allowed in East Wall unless moved back*then doers -could be 3/4 hr.ratedf'iLre doors. Windows & wall an So to be 1hr. f ire -rated . Eves & parts of roof to be 1hr .fire rtd s FI Doors on E.&Win. on So, Opening(s) indicated are required to be �MR4�IAI�rotected with 3/4 hour assemblies. -- Table 5-A vv� Doors East Wall-aw0penings {windows, doors, any prohibited in this wall. -- Table y open ') are 5-A Required corrections for, Project c Bldg Address: SE Corner Center & ist North St SHEET IDENTIFICATION CORRECTION REQUIRED ir�ari.r i.a.� �g�li i ii iii ��.�i �� Tllr ^s ett r t• !ltl�l� .Ts T® siY� i.rr.i i�fa iiilii.F�i.'� fl!T! �! ®° !Ilii iYig ++�? � +rF 'mow w*� i, i.�i �� i i i i1� di.rr *+.+� �. �_ 71PI�F TIl7l =Wk.. ' il� t• T +!! i i i..`4 r�� t r11 7l�.. i �.i }Yi �I.i ii }e..�s !•)� �� SRT! !! �� i i i �f iiifrF ICY Tll� �mai7 =7�1!! 7 A2 X-mosec. A -A Provide details (construction and location) of draftstops in the attic. 6�� Sec. 2516..(f)4.B A provide deta 1.41s of drifts stops and ventilation stem in craw1way space. No vents or anything -shown now. 8 A2 Handicaped drwy dt. reqd. Provide a landing on both sides of door. Note: The step & size requirements. --- Section 3304w(i) & (j) 9 A4 No Fountain or detl.shwn. One drinking fountain is required to have a spout within, 3 6 inches of the f loor and up -front hand operated contrvls . -- ANSI A117.1 Sec. 4.15.2 & x.15.4 10 Al &A4 Size O.K.. but no Ht.diom. At least one toiled for each sex is i 11 A4 r No Ht. dim. required to comply with the handicap requirements. ANSI A117. 1 shown, Provide the required 29 inch height, 30 inch clear width, & 17 inch clear depth under at least one lavatory, -- ANSI A117.1 Sec. 4.19.2 & Fig. 31 12 A4 Dim. not shown. Grab bars need to -be shown an the plans that comply With ANSI A117.1 Sec. 4.16.4. 4.17.6r & x.24 13 S1 No specifies details. include engineered truss details by the 04f,,�s�� ' truss manufacturer's engineer, (reg in this state) 14 S1 No Dtl center f tg Prov ide footing/foundation design of center ftg.& foundation wall. 2000psf seems high for, soil in area, unless it isgravel. �s soils re art • P available? Chapter 29. ` 15 Sl Center beam, ftg.&Co1.Dt1? Need details of center footing, plate 2x6 cvlums, beam size and loading. 16 Sl Uses TSI not conc. wallBearing wall transmitts its forces through the TJI acting as a colum to the f oundation, Would i t be fetter to widen solum and put bearing - wall directly onto concrete foundation? Paae # 3 Requ ilred correct ions for: Pro . q o. c . Barton Bldg, Address: SE Corner Center & Ist North St # SHEET IDENTIFICATION CORRECTION REQUIRED ==-=Gvwr MP -ow MOP -M-40--* *MAMP �Jhwmft Mmmww=-� *bffwqt= = = � � � = = = Mmp*F EwwvL Pwwd +!r!d i i i i i liaaii ilii ii i i ilii IhaliV }iii iii i lair iii iaa� fats i iii iiWY iia @WE* WoMe 4� Ampi ANEEP ONEPM com-K mmww depswill wbdw..vq --bwk low .. 4 db— -b-P--h "h.— bb -.b b—P.P R.Kwwl qwq—P Rms-= 17 S1 Size cent.beam not shwa. No info. given on size or type of construction of this center meam. Fig. & column design also not clear. Where are smoke barriers/draftstops in crawlway?. TA014 18 doe VK Oeo�� 6' I I M TYPE V BUILDINGS Exterior walls shall comply with fi're-r( set forth in Section 504 and Table Na ;sistive requirements . 17-A. Openings in exterior walls "located where protected openings are required'b y Table Na. 5-A shall bei protected windows or automatc-closina fire wIindows o doors having afire-protection rating of at hour and shall comply with Section 504.. by fixed fire,'I r self-clos'ing east three-fourths For Group H Occupancies, see Table No. 9-G. F1�:17f�►��r0�1 Type V y -Hr. N Exterior Bearing Walls 1 N Interior Bearing Walls 1 N Exterior Nonbearing Walls 1 N Structural Frame' 1 N . 'Structural frame elements in an exterior wall that is located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater., EX ERIOR WALLS & OPENINGS Section X203 n voki M 10 Projections bey extend beyond: yo� 0 It and the exterior, wall shall not 12•, max. Point where protection of openings is required FIRE RESISTANCE OF Section 504(b) 25 LIT A Il�L�� 2 `3 `-pct- Flovv wr WHEN OPENING PROTECTION IS REQUIRED TO DISTANCE FROM P ROPERTY LINES: Imp Iql Oil THE SUM OF THE AREA OF SUCH OPENINGS SHALL NOT EXCEED 50% OF THE TOTAL AREA OF THE'WALLL IN EACH STORY j OC,ATION ON PROPERTY Section 504(b) 01 DUE WHEN ALLOWED COMBUSTIBLE PROjECTIONS SHALL BE OF ONE-, 10 mwTi 14 STRU TION WHEN OPENfNGS ARE NOT PERMITTED OR PROTECTION OF OPENINGS IS REQUIRED PROJECTIONS Section 1711 w 19 �- Parapets dee. 1710. (a) General. Parapets shall be provided on all exterior walls of bu'ld- ings. EXCEPTION: A parapet need not be provided on an exterior wall when EXCEPTION:any of the, following conditions exist; A. The wuii �s not required to be of fire -resistive construction. B. The wall, due to locafion on property line, may have unprotected openings. C. The building has an area of not more than 1,000 square feet an any floor. D. Wal I s which terminate at roofs of no t fess than two-your fire - res i s t i v e constxuc- tion or roofs constructed entirely of noncombustible materials. E. One-hour fire-resistiveextenor walls may terminate at the underside of the roof sheathing, dick or slab, provided: (i) Where the roof-ceifing framing elements are parallel to the walls, such a, framing and elements supporiing such framing shall not be of less than ons -hour fire -resistive construction for a width of S deet measured from the interior site of the walk for Groups M and R Occupancies and 10 fejt for all other occupancies. Where roof-cefling framing elements ars perpendicular to the waif, the en- tire span of such frami'ng and elements supporting such framing shall not be of less than one -dour fire -resistive construction. Is slim Openings in the roof shall not be located within 5 feet of the one-hour fire- resistive exterior wall for Groups M and R Occupanc'ies and 10 deet dor all ether occupancies. (Iv) The enti re bui' I d in g shali be provided with not less than a Class B roof cav'b - ering. (b) Constructi*on-. Parapets shall .ave the same degree of fire resistance re- quired for the wail upon whYch they are erected, and or any side adacent to a roof surface, shall have non 0C_-*orPbusfible fares for the uppernlQst 18 inches, includinc, caunt�er aching and co in materials. The hi,6,gh� of ire para�et shall not be less than 30 inches above the poi'nt where the roof surface and the wall -intersect. Where the roof slopes toward a parapet at slopes greater than 2: 12, tie parapet shall extend to the same hei crht as any portion of the roof thatis within the distance where protec- dPt of wall openings -would be required, bit n no cage shall the height be less than 30 inches. PARAPETS Section 171 0(a) i 'r -=_� - _ - ..-chs.,. �.. •' -� .. � r• r. + t�!:-'s. s=•.s:�;,.'��.�.�;�s7:.��T,.¢� .1``°x.:1 ♦;�A� f-�. ■•■■.•9aV•ir, n"! 'r �ra.SS' # S'�.. ;R x�'S4P F.�:� .iP :� R, 4.1'-1■ 41 ,v°' A.+, }::.7.• :• '#:t'• lab. � �c. •�1 ■:a.+, ,. _ •r +t t� - _ _ I' Entire building with minim,um of class B roof — covering Minimum 0.0� • Solid 2 x framin F No openings within 5 ft. for groups R & ML 10 ft. for all others L,1 _i i iJ _.! i i ■ a i *■ i■;a s �a ■ �a s r'■ ■ �.■ ■'*a ■ '■� +� i�J.�1. �C.� ! +1 Y i� i �r'e ■r ■ ■■ a ■■ r � �a ■r .'■: � i ■r � ,� + �. "F g member or • One-hour fire resistive protection Entire building with minimum of cuss 'B' roof cover 1 Hour protection Minimum 5 ft. groups R & M occupancies Minimum 10 ft. for others Roof/Ceiling Framing Parallel to Wall One-hour dire -resistive exterior wall No openings within 5 ft. for groups R & M 10 ft. for all others One-hour protection for entire span and supporting members RooflCailin9 Framing Perpendicular to Wall 1000C• � r � s Section '1710(a), Exception E 31 One-hour fire -resistive exterior wall City of Rexburg" Engineering Department 12 North Center/P.O. Box 280 Rexburg-, Idaho 83440 (208). 359-3020 Plan analysis based on the 1991 Uniform Building Code 0 Project Number: NA Name: Br+eck Barton Bldg. Address: SE Corner Center & Ist North St Date: July 5 f 1994 Contractor: NA Occupancy: B2 Architect: John Watson Type of Const : VO. -IN Engineer None Plans Examiner: JOE LAIRD NOTE:The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1991 SBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code 1991 edition) with permission of International Conference of Building Officials. DIRECTION BOUNDARY NORTH Public way EAST Property line SOUTH Property line WEST Public way Area increased 50000% SEPARATION AREA INCREASE 102.0 Feet 4.5 Feet 5.5 Feet 164.5 Feet £oz open area on FIRE PROTECTION 5 2. 5 Feet 4.5 Feet 5.5 Feet 215.0 Feet 2 sides. FL NAME occ MAX FLR AREA ALLOWED RATIO STATUS took* emw wow 'Mov � MMM � ON~ W� � WMW � I&M � � 4P.M 4! i i 4&&. MEPEP 0"M -10, -Raw MEft MEMO —owamft•b=M � ft"A �p IMW* _"V4 qb� amov MMMI� MMM I Of f ice B2 ok 3700 12000 eek ok TOTAL FOR FLOOR 3700 12000 Ow3l ok BUILDING TOTAL 3700 12000 Oo3l ok .F I AV City of Rexburg" Engineering Department 12 North Center/P.O. Box 280 Rexburg-, Idaho 83440 (208). 359-3020 Plan analysis based on the 1991 Uniform Building Code 0 Project Number: NA Name: Br+eck Barton Bldg. Address: SE Corner Center & Ist North St Date: July 5 f 1994 Contractor: NA Occupancy: B2 Architect: John Watson Type of Const : VO. -IN Engineer None Plans Examiner: JOE LAIRD NOTE:The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1991 SBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code 1991 edition) with permission of International Conference of Building Officials. DIRECTION BOUNDARY NORTH Public way EAST Property line SOUTH Property line WEST Public way Area increased 50000% SEPARATION AREA INCREASE 102.0 Feet 4.5 Feet 5.5 Feet 164.5 Feet £oz open area on FIRE PROTECTION 5 2. 5 Feet 4.5 Feet 5.5 Feet 215.0 Feet 2 sides. FL NAME occ MAX FLR AREA ALLOWED RATIO STATUS took* emw wow 'Mov � MMM � ON~ W� � WMW � I&M � � 4P.M 4! i i 4&&. MEPEP 0"M -10, -Raw MEft MEMO —owamft•b=M � ft"A �p IMW* _"V4 qb� amov MMMI� MMM I Of f ice B2 ok 3700 12000 eek ok TOTAL FOR FLOOR 3700 12000 Ow3l ok BUILDING TOTAL 3700 12000 Oo3l ok .F I P- Py e tT J=Page # 2 ,Z;:, Code review for: Pro" ect Id. Wreck Barton Bldg Address # SE Corner Center & 1st North. St A alla nuliaing is 9. 0 feet. T 111L Eh*- ra a _r x i ra u m height of the building is 40.0 feet. Table 7-1 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 17-A & Table 5-A NORTH EAST SOUTH OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG WALL. WALL PROT WALL WALL PRAT WALL WALL PROT 4 B2 Ohr Ohr None lhr* lhr* NOP lhr* lhr* Prot The exterior walls may be of COMBUSTI$LE material . Sec,,2201. 5-D WEST BRG NON-BRG OPNG WALL WALL PRO's' Ohr Ohr None Kane -- Na fire protection requirements for openings Prot --- Openings are to be protected with 3l4 hr fire assemblies, area of the walk. maximum. Sec. 504.(b) & SeG,2203, & Table 5-A Maximum single window sire is 84 sq. ft with no dimension greater than 12 feet. --- Sec. 430F . (h) NOP ---- Openings ars not permitted -,n this wall. 50% of the -� These walls may be required to have a parapet wall 34 inches above the roofing. The parapet wall is required to have the same dire raking as the wall.. See section 1710, for details and exceptions. OTHER BUILDING ELEMEN'T'S Table 17--A ELEMENT MATERIAL RATING NOTES Interiar Bearing wall Any Q hr Interior nonhrg wall Any Q hr Structural Frame Any 0 Saar Exterior Strutt Frame Any 0 hr See footnote #1 Floor/Ceiling Assembly Any 0 hr Roof/Ceilin,g Assembly Any 0 hr Stairs Any None FOOTNOTES : - 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 requ�.x-ed for exterior bearing walls or the structural frame, whichever is greater. --- Fable l7 -A, footnote 1 DRAFT STOPS I f there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space exceed 3000 square feet and so that the horizontal dimension does not exceed 64 feet. Sec. 2516.(f)4.B.(iii) OCCUPANCY SEPARATIONS -- Table 5-B None required ADDITIONAL SEPARATIONS FOR B 2 OCCUPANCY: A lhr occupancy separation central heating unit does not between stop is required around rooms containing a greater than 400,000 BTU input, -�- Sic. boiler 708. or Code review for: Project Id.; Breck Address: SE Corner EXIT REQUIREMENTS: FL NAME Barton Bldg. Center & 1st North St OCCUPANT NUMBER EXIT LOAD REQUIRED WIDTH PANIC RATED DOOR HDWR CORRIDOR SWING NOTES �: ' # iF # _. i� # fY• tit iiF �� *!4 i i �� ! Office i!! 77�' �! �I� # # ii dM& Ad— awhw 40ho 4-01� am- w— A— O -W ~ 4� � � � ft� � � saw MOM � No 4"M mimm *� i mmm # f *� Yes # WMR ill i•MS �= own& %Mftwm EMMI ♦� # '# # N/R TOTAL 37 2 0.6 No Yes N/R F 1+ Code review for: Project Id.; Breck Address: SE Corner EXIT REQUIREMENTS: FL NAME Barton Bldg. Center & 1st North St OCCUPANT NUMBER EXIT LOAD REQUIRED WIDTH PANIC RATED DOOR HDWR CORRIDOR SWING NOTES �: ' # iF # _. i� # fY• tit iiF �� *!4 i i �� ! Office i!! 77�' �! �I� # # ii dM& Ad— awhw 40ho 4-01� am- w— A— O -W ~ 4� � � � ft� � � saw MOM � No 4"M mimm *� i mmm # f *� Yes # WMR ill i•MS �= own& %Mftwm EMMI ♦� # '# # N/R TOTAL 37 2 0.6 No Yes N/R Rated corridors are to have 1hr firms protection on both side ceiling. -- Sec. 3 3 0 5. (g) Door openings are required to be with 20 minute assemblies and window openings are required with labeled 3J4 hour assemblies. Sec. 3305. (h) of walls and protected. to be protected In areas where 2 exits are required, the minzmum separation is 1/2 -- maximum diagonal. of the area or floor. --- Sec. 3303. (c) Door swing is based on Sec. 33,04..(b) except as nested. Occupant load is based on Table 33-A. Number of exits is based on Table 33-A except as noted. -� Exit width is in fejt and basted on, Sec. 3303.(b). Exit width is to be divided. approximateiy equally among exits. Width shown for all areas is basted on othet exits. (0,2) Width shown for 1st f loor is based on other exits. (0 - 2 ) 3 Width shown for other f loors & basements is based on stairways. For the minimum width of dears see Sec. 3 304 o (f ) For the minimum width of corridors, see Sec. 3305.(b) For the minimum width of stairways, wee Sec,. 3 3 05 . (b) FOOTNOTES: HANDICAPPED ACCESS: 1) Handicapped access is to this building. -- 2 J If a ramp is used for 1:12. --- Sec 3 307. (c) required to Sec. 3103 . (a) handicapped Provide a landing within 1 i access of the threshold. The minimum width is same as -- Sec. 3304. (j) The maximum travel distances ---- Sec. 3303. (d) nch (1/2 -- Sec. door wx in this at least & (b) 3. access, inch at 3 3 0 4. ( 1 ) dth and building one primary entrances the max slope is doors used for handicapped the minimum length iS 44 inches. 1S ROOFING REQUIREMENTS 1) The roofing an this building is required to 2 ) See section 3204 . and ICBo research reports 150 feet. 4 #— 1 - mn i n bCla:ssz C -- Table 32 A � for requirements . �= Code review for: Project Id Breck Barton Bldg. �� 1st North �CornerAddresst SE Center & 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 opening, an automatic sprinkler system is required. Sec. 3802.(b) a�� if there are 100 or nore sprinklers, the automatic sprinkler system shall be supervised by an approved central proprietary, or remote station service ��P or a laical alarm which will give an audible signal ata constantly attended location Sec- 3803 :��..` STANDPIPE REQUIREMENTS: There is no requirement far a standpipe. .__ A hose is not required. Table 38-A FOOTNOTES `�-' 1) The location Is to be per 4=06- Table 38-A 0 Sec. 3805.(c),(d),and/or(e) -- w�� u C:�1L1PfLs r-l�l�r�: ='''' 1) Wall and ceiling finish materials are required Sic. 4204.(a} and Table 42-8* 2) Carpeting on the ceiling 1 1 ing is required to have a, V, 'S' 7- spread rating. Sec. 4204. (b) J�.�� 3) Textile wall coverings shall have Class I flame t_- and shall be protected by automatic sprinklers acceptance criteria of U.B.C. Standard No. 42--2 INSULATION NUTES:' -� 1) All insulation material includin,g �a�ings spread rating of 25 or less and a maximum it is in a concealed space and the facing �; ceiling. Sec,. 1714.(c) exc.#2 4P 2) Foam plastic insulations are required �o L GLAZING REQUIREMENTS: 6 3 17 All glazing in hazardous f F 4 glazing mater i Sec ADDITIONAL REQUIREMENTS: 1�� For In 06 to comply with Class I flame spread rating or meet the -Mpm= Sec. 4205,. is are required smoke density is in contact be protected. to have of 450 with a owm� Sec. locations is required toIse of sof qty 5406 o (d) B2 occupancy all areas customarily artificial light I occupied ed bprovide natural or and ventilation. --- Sec. 705.(a)&(b) Ll 27, a f lame - unless wall or 1713. IV Cade review for Page # 5 Project Id.: Bxeek Barton Bldg' - Address: SE Corner Center & 1st North St HANDICAPPED REQUIREMENTS: MUTE: Section numbers listed below are from ,ANSI A117.1 - 1986 -. GRATER FOUNTAINS : 1 } One mush have a spout within 36 inches of the floor. ---- Sec. 4 .15.2 2 ) Spout must be at the from of the unit. --- Sec. 4. 15. 3 3} Controls must be at or near the front of the unit. ---Sec. 4.�.5.& 4.25. 4 4} A cantilevered unit is required to provide a clear area under the unit of 27 inches high, 30 inches and 17 inches deep, --�- Sec. 4.15.5 (1) 5) A clear area of 30 X 48 inches is required at the fountain. The clear area is required to provide for a forward approach with a cantilevered unit and for a side approach otherwise. -- Sec. 4.15.5 & Ficj.27 b,,c,d TOILET FACILITIES -a. 1 A 5' diameter unobstructed turning space is required in the toilet room. ---- Sec. 4.2.3 & Fig. 3(a) 2} When water closet is not in a compartrneni, the char area required is.* a} 48 inches wide by 56 inches deep with a side approach. -- Sec. 4916n2 & Fig. 28 b) 48 inches wide by 66 inches deep with, a front approach. MEMO, =MW Sec. 4.16.2 & Fig -0 28 cj 50 inches wide`by 56 inches deep with both approaches. -- Sec. 4,16.E & Fig. 28 d) Side bar is required to start within 12' inches of the back wall and extend to 54 'Inches from the back wall. -- Sec.4.10.4 & Fia. 29 4) and one sides wail wall The bares are to be 33 to 36 1T1Che5 above the floor. ---- Fig. 2 9 { a } , ( b ) and SM The rear far is required to be '36 J inches long, �� Fig. 29 When water closett is in a compartment, the area required is: a} 56 inches deep by 60 inches wider with a grab bar at the Haack The top of at the side. Door is at front or sides. -- Fig. 30(a) or bj 65 inches deep by 36 or 48 inches wide with grab bars on both above the and door at front. --- Fig. 30(b) Fig. 29{b} & d If a floor mounted water closet is used the depth dimension 6) shown above must be increased 3 inchesd --ft Fig. 3 0 (a ) & (b) e} Side bates are required to Mart within type or have 12 inches of the back extend to 54 inch�s from the back wall. -� Fig. 7.56a & 7.55b inches of The rear bar is required to start within 6 inches of the side & Fige 29(c) and be 3 G inches long. -- Fig. 3o(a) ?) and one sides wail wall The bares are to be 33 to 36 1T1Che5 above the floor. ---- Fig. 2 9 { a } , ( b ) and SM Fig. 30(c),(d) 5) The top of the seat on the water closet is required to be 1.7 to 19 inches above the floor. --- Fig. 29{b} & Fig., 3o(d) 6) Urinals are required to be stall type or have an elongated rim and be within 17 inches of the floor. -�-- Sec. 4,18.2 & Fige 29(c) ?) 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 & Fig. 31 9) A Tar area of 30 X 48 inches is required in front of the lavatory. --- Sec. 4.19. 3 & Fige 32 10) The bottom of mirror is required to be within 40 inches of the floor. -- S -eco 4.19.6 & Fig* 31