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Home My WebLink About1999 FOUNDATION DEISGN - 00-00032 - Madison High School - New Athletic Building (2)FOUNDATION DESIGN FOR ilIADISON }IULTI.PURPOSE BIMDING RE)(BTIRG.IDAHO For Teton West Construction 1) Foundation configuration provided by Mike Bressler of Teton West Construction 2) Foundation loads from Varco-Pruden Reactions Report 3) Concrete 28 day strength shall be 2500 psi minimum. Slump shall be 3-4.5 in. Reinforcement bars shall be AASTM A615 with F":40,000 psi. 4) Concrete constnrction per ACI-318 5) Allowable soil beadng pre$sue:3000 psf Q Rectangular piers shown on drawings may be replaced with circular piers formed by sonotubes if the reinforcement is the same, the conctete area is equal to that of the rectangular piers, and there is sufficient cover for the reinforcement as required by ACI-318. 2dy88?lscavt l-,l t i # m:,tor#;, BnRs /a" o.c. 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DW6S FOe 5flotDt{ :' QilrrrrhouS EatT,- t{Eff €,eaPe &€nm I'yAu f rre. €Ntn&ee vnu '7s srfo.u/v 7o .Proux PtE4, ro( atunn/. tl rrf,Tryst/€Rs€ bals/8" a,c. /r{ F16, 2 / Y Srf €oar. lil FrG. frqupnnoil t€cT/oN: 5.e t-I y /ot/, H /,88t: ,lZP- _a< I :: Ititl I ll I t l!-zul i €Q444f . ll /2" :al i i 4/7 -{ .€l vncE2 d 4,vctor EoLTs ) i exEcr Loc4T/oN, ; -! --,.' 7€S /24 OZ, II dSV€6n&2 SnRs ' '7Eno.t/r7o FTF. tls II I) fZaR Str?8 :. 5', rr-.l S I I I TOPS 63sco c ryP/cAL E'YOV,?IL AuTStD€ l?lurlrY CITY OF REXBURG ENGINEERlNG PO BOX 280 REXBURGf ID 83440 (208) 3s9-3020 Plan analYsis based on tf-re fSSa Uniforrn Building Code NOTE: The code rtems Iisted in-this report are not comprete risting l?"uii-p""sible code requirements Tt is a gu:.de to l"f""te-d sections of the code ' Report created using YI?" A"llyst software by b w & Portions of the'*-l3ti"f contained in this pfoS:am from the unitorm i;iiai;s co$e,with the permlssron rnternatio"tr cot?!-t"titt'"r Buitding of f icials ' Proiect Number: XXXXX ;;;i;; ii;;. WRESTLING BUILDING il;";;;: MADrsoN HrGH scHoot, Occupancy: EL Construction: V-N DIRECTION BOUNDARY NORTH Building EAST ProPertY line SOUTH Public waY WEST ProPertY line Date: October 6' L999 MADISON SCHOOL DIST ' Contractor: TETON WEST--n."ign"tt BURGENER/TETON WEST Engineer " ????????? n.Piit BY: VAL CHRISTENSEN intended to be a in the 1994 UBc' a. (?19) 599-5622 are reproduced of the SEPARATION AREA INCREASE 42. O Feet 370 ' 0 Feet 200.0 Feet 560.0 Feet 100. % for oPen FIRE PROTECTION 21.0 Feet 370.0 Feet 170.0 Feet 560 - O Feet area on 4 sides ' ari"t-rr. area increased -- Sec. 505 ' 1 Code review for: Proiect Id.: WRESTLING addless: MADISON HIGH Page # 2 BUILDING MADISON SCHOOL DIST ' SCHOOL OVER 600 18200 0.03 ok AccessorY TOTAL FOR FLOOR 1 Office-SPace 1 Weight-Room l- Locker-Room 1 Storage 1 Mul-ti PurPose 1 Consession-1 1 Consession-2 1 AccessorY TOTAL FOR FLOOR BUILDING TOTAL on any floor o 0.21 ok 0.01 ok 0.1 ok 0.08 ok 0.02 ok 0.27 ok 0.04 ok 0.01 ok 0.01 ok 0.55 ok 0.41 ok ILI E1 E1 ET ttr I,I l! l_ r-l- ok ok ok ok ok ok ok ok 5000 100 1880 If,JO 336 5000 666 220 262 10000 15000 18200 18200 18200 18200 18200 18200 18200 18200 18200 18200 36400 exits Theyneel*si--f-Af .ki nde r g a rt e n'l-st and a*.] ^r^.lazIIu Y!s\4-children are- n t F1 aar Note: directlY lffi The actual height of this building is 30 ' i;. ;;;i;'r* r'"isht-or tr't buirdins is 40' exclusive use of such occupan!s. feet t^ ^+-- Table 5-B FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 2 wrestlins E1 - ?YTl.. 'n n3o,-,, ' 1t??3r, , o ' 'n ok Page # J BU]LD]NG MAD]SON SCHOOL DIST. SCHOOL Code revi-ew f or: Project Id.: WRESTLING Address: MADISON HIGH EXTERIOR WALL FIRE RATINGS AND OPENING Table 5-A NORTH For Bearing Non-Bearing OPenrng OccuPancY Walf WatI Protectl-on Ei O hour 0 hour None EAST For Bearing Non-Bearing OPenrng OccupancY WaIl WafI Protectlon Ei 0 hour O hour None SOUTH For Bearing Non-Bearing OPenrng OccuPancY Wall WalI Protectaon Ei 0 hour O hour None WEST For Bearing Non-Bearing OPenrng OccuPancY Watl WaIl Protectaon Ei 0 hour O hour None -- No fire protection requirements for openl-ngs ' -- openings are i" n" protected with 3/4 hr fire assemblies 50? of the area of tire wall maximum' -- Table 5-A' Footnote 5 e Sec' 503'2'2 Maximumsinglewrndowsizels34sq.ft.withnodimension gi-"t"t tnan t-Z feet' -- Sec' 713'B Not Allowed -- openings are not permitted ln this wall ' PROTECTION Construction Material- Any Constructron Material Any a^netflral- r on Material Any Construction Material Any Pl r:not Qanrr i rarlr\vYs+ ! vg No Da rtnaf!srsrve Required No Parapet Required No P^ r^nct Required No None 3,/ 4 hour ELEMENT Interior Bearing wal1 Interior nonbrg walJ- Structural Frame Exterior Struct Frame Shaft Enclosure Floor,/Ceilinq As semblY Roof /Ceil-ing AssemblY Stairs OTHER BUILDING ELEMENTS Tabl-e 6-A RAT]NG NOTES 0hr 0hr 0hr O hr See footnote #1 thr 0hr 0hr None MATERIAL Any Any Any Any Any Any Any Any NOTE: See Sectron 711 for shaft enclosure exceptrons' il";H::i" i^ an exrerior walr rocared where openings are not permitted or where pto.u"lion of openings is required' shall be protected against external fire expo"rr.;-u" t.qnited for exterior bearing walls or the structural frame, whichever iJ greater. -- Table 6-A. footnote 1 DRAFT STOPS: If there is combustibfe constructi-on in the floor/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 1, o0o square feet and so that the horizontal dimension between stops does not exceed 60 feet' -- Sec' 708'3'1'1'3 If there is combustible construction in the roof/ceillng assembly' draft "t"p"-"rrull be instal-led so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet' -- Sec' 708 '3'1'2'2 EXTT REQUTREMENTS: FL NAME NUMB MIN MIN PAN]C RATED DOOR NOTES OCC EXITS WTDTH HDWR CORRIDOR SWING Code review for: Project Id.: WRESTLING Address: MADISON HIGH 2 Wrestling 2 AccessorY TOTAL 1 1 1 1 1 1 1 1 AF{,i aa qnece-r*-- Weight_Room Locker_Room Storage Multi_PurPose Consessi-on_1 Consession 2 Page # 4 BUILDING MADISON SCHOOL DIST. J\-nvu! 220 2 AC3O 1 220 2 ?7 0.5 65 .1 6 ? .3 .2 .2 .2 Yes No Yes No Yes Yes No Yes No No No N/A N/A N/A N/A N/A N/A N/A Yes N/R Out Out N/R Out N/R N/R N/A out 5 N/A N/R N/A Out 5 94'7'7 I'7 250 33 11 AC13 10 2L )1 10 24 10 10 10 5 5 N/R L2Accessor er 1 Weight_Room 1 Multi_Purpose 1 Consession TOTAL I 99 250 11 48'l r.6 4.2 0.2 8.1 YeS Yes Yes No N/A N/A N/A Out Out Out N/R Out 5 55 555 555,8 2 2 2 2 Yes N/A NOTE: Areas with'AC'before the number of occupants area is being treated as an accessory for occupant loads ' -- Sec . L002.1. l- excePtaon Rated corridors are to have t hr. fire protecti-on on both sides of wal-1s --^ ^a; I inn -- Sec. 1005.7 Door openl-ngs are required to be protected i'iin"ro-*ii,,ra. assembries. -- sec. ioos.e.t wittoow openings are required to be protected *iif'r f.U"Ied.3/4 hour assembl-ies. -- Sec' 1005'8'2 ui".rutt." openinq into a rated corridor shaff be provided with an elevator }obby at each floor containing a rated corridor' -- sec' 1005'10 w"if" and opei,rings between the corridor and the elevator lobby are required to be p6r sections 1OO5'? and 1005'8 above' Paqe # 5 Code review for: Project Id.: WRESTLING BUILDING MADISON SCHOOL DIST. Address: MADISON HIGH SCHOOL In areas where 2 exits are required, the minimum separation is I/2 of the maximum diagonaf of the area or fl-oor. -- Sec. 1003.3 When 2 exits are requj-red, exits must be arranged so that it is possible to go in either direction from any point in a corridor to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1005.5 Exit signs are required from afl- areas where 2 or exits are required. -- Sec. 1013 . 1 Main exterior exit doors which obviously and clearly are identifiabl-e as exits need not be signed when approved. -- exc. 1 Door swj-ng is based on Sec. 1004.2 except as noted. Occupant ]oad factor is based on Tabl-e 10-A. Numblr of exits is based on Table 10-A except as noted. Exit width is in feet and based on Sec. 1003.2. Exit width is to be divided approximately equally among exits. Width shown for al-l- areas is based on other exj-ts. (0.2) Width shown for 1st ffoor is based on other exj-ts . (0.2) Width shown for other fl-oors & basements is based on stairways. (0'3) For the mj-nimum width of doors, see Sec. 1004.6 For the minimum width of corridors, see Sec. 1005.2 For the minimum width of stairways, see Sec. 1006.2 FOOTNOTES: 5) Panic hardware is required from rooms with an occupant l-oad of 50 or more and from corridors. -- Sec. 1017.11 12) Al-l- corridors are required to be rated unl-ess afl- rooms used for instruction have one exit directly out to grade and assembly rooms have I/2 of the required exits to exterior. -- Sec. 1017.5 exc. FLUSH AND SURFACE BOLTS: Manually operated edge or surface-mounted flush bolts and surface hnlts are nrohibited. When automatj-c fl-ush bolts are used, the door Ieaf having the automatic flush bolt shall not have a door knob or surface-mounted hardware. The unl-atching of any feaf shall- not rcnrrirc mclrF fhan one onerafion. -- Sec. 1004.3! vYsf! v LOCKS AND LATCHES: Al-l- means of egress doors shal-l- be readify openable from the side from which egress is to be made without the use of a key or speciaf knowledqe or effort. -- Sec. 1004.3 Paqe # 6 Code review for: Project Id.: WRESTLING BUILDING MADISON SCHOOL DTST' Address: MADTSON HIGH SCHOOL STAIR NOTES: Public stairwaYs: 1) The rise of stePs shalf not inches. The minimum run is inch in a flight of stairs. TRAVEL DISTANCE: The maximum travel The maximum travel- -- Sec. 1017 . 3. 1 The maximum travef -- Sec. 101'1 .3.2 be l-ess than 4 inches 11 inches. The maximum -- Qan 1 nnA ? distance in this building is 150 feet dj-stance within an E occupancy rooms or oreaf er t-han 7v! Y! variation is 3/8 inches if the 'i c ararf or f han 2\ The minimum width of a stairway is 36 inches' 44 occupant foad is greater than 49' -- Sec' 1006'2 Also see exit table above to see if minimum width 44 inches. In an E-occupancy, the minimum cl-ear width of a stairway is 5 feet if the stairs are serving an occupant load of 100 or more. -- Sec. 1017.8 3) Provide a handrail on both sides of stairway 34 to 38 inches above the nosj-ng. May be on one side of stairways Iess than 44 inches wide. -- Sec. 1006.9 & excePtion 1 4)Provideaguardrailwheredropoffisgreaterthan30inches.-- Sec. 509. 1 5) The minimum height is 42 inches' -- Sec' 509'2 6i open guardrails shafl have intermedi-ate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through' -- sec. 509.3 The triangular opening formed at the riser, tread and guardrai-l may be 6 inches. -- 509 '3 exc' 2 ?) Thc minimrrm headroom is 6 ft.- 8 inches. Such clearance shalf be tl measured verticall-y from a plane parallel and tangent to the stairway i-react nosino to thl soffit above at afl- points. -- Sec' 1006.15 B) Enclosed -.-rsibl" space under the stairs is required to be protected .iraA fs1 t hr. fire-resistive construction. -- sec. L006.I2d5 I gl4urr su r LANDINGS AT DOORS: 1) A fl-oor or landing shall be provided on each side of doors. when access for personi with Oisauitities is required. the floor or Ianding shall not be more than I/2 inch lower than the threshol-d' When access is not required, the maximum is 1 inch' -- Sec' 1004'9 2) Landings "t-r.rr have a width not less than the width of the stairway or width of the doorway, whichever is the greater. The mj-nimum length in the direction of exit travel t-s 44 j-nches. -- Sec. 1004.10 . -- Sec. 1003.4 is 75 feet. distance in an E occupancy is 150 feet Note: If the building is protected throughout with smoke detectors' the distance may be increased to 175 feet' Paqe # 7 Code review for: Project Id.: WRESTLING BUILDING MADISON SCHOOL DIST. Address: MADISON HIGH SCHOOL BU]LDTNG ACCESS]BILITY : 1) This building including each tenant shal-l- be provided with at least one entrance which complies with the accessible route provisj-ons of CABO/ANSI A117.1. At l-east 50 percent of all- entrances shall- be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessibfe porti-on of the space shaff be served by not less than two accessibl-e means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall- have a clear width of not l-ess than 48 inches between the handrail-s. The stairway shall either incorporate an area of refuge within an enlarged story-l-evel- J-anding or shal-l- be accessed from an area of refuge. -- Sec. 1104.I.2 The area of refuge shal-l- have direct access to the staj-rway that serves it. -- Sec . IL]4.2.1 4) Each area of refuge shall be si-zed to accommodate one wheel-chair space not l-ess than 30 i-nches by 48 inches for each 200 occupants' or nnrtinn thereof. -- Sec. II04.2,3 5) If the area of refuge is not within the staj-rway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire-resistance rating. Smoke barriers shal-1 extend to the roof or fl-oor deck above. Doors sha1l be smoke and draft controf assembl-ies with a rating not l-ess than 20 minutes. -- Sec. LL04.2.4 6) Two-way cornmunications are requj-red. -- Sec. II04.2.5 1) Each area must be identifled by a sign stating AREA OF REFUGE and the international symbol of accessibility. 8) NOTE: Exit stairways in buifdings protected throughout by an approved arrf nm:f .i c snli nkl cr sr;sj_ cm arc NOT recrrri recl f n i ncnrnnr:f a en af ea OfouLvfttaLru oyrrrl^rEl oJtuel.r refuge. -- Sec. 1104.I.2 exception #2 ROOFING REQU]REMENTS: T l The roof in6; on f hi s l^rrri ldina i s reottired to be Cl-ass B or better.Ll rrY vra -- Tabl-e 15-A 2\ See section 1504 and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: T € nnan i na< a ro nnt nrnrri rlerl i n is floor area more than 75 feet sprinkler system is requi-red. a minimum dimension of 30 inches onen-i no in everv 50 lineal feet each 50 feet of exterior walf or there from an exterior opening, an automatic Sec. 904.2.2 Note: Openings shall have . There must be at l-east 20 sq.ft. of of wal-l-. Code review for:Page # 8 the 805 Project Id.: WRESTLING BUILDING MADISON SCHOOL DrST.Address: MADISON HIGH SCHOOL An automatic fire. sprinkler system shar_r be instarred throughout ar1buildings containing an E1 o.lrrpur.y. __ Sec. g04.2.4.I An automatic sprj-nkler system is required in encl-osed usabfe areas aboveor be.Iow stairs. -- Sec . 904.2.4.3 STANDPIPE REQUIREMENTS : 1!:1" is no requirement for a standpipe. __ Table 9_AFOOTNOTES: F]RE ALARM SYSTEM: A fire al-arm system is required is required in an E-occupancy when thethe occupant load exceeds 50. __ Sec. 305.9The al_arm system is to be as set forth in the Fire Code. VENT]LAT]ON: A]] areas customarily occupied by humans shafl- be provided with natural_ventil-ation by means of openabr-e exterior openings with an area of not]-ess than L/20 of the totlr- f.roor area or shai_f be provided with amechani-ca1ly operated ventil-ation system. such system shar-l be capableof supplyi-ng a minimum of 15 cub-ic ieet per minute of outsi_de air peroccupant . -- Sec . 1_202 .2 .I WALL AND CEILING FTNISH: 1) wafl- and ceiling finish materi-ar-s are required to compry withSec. 804.1 and Tabl_e g-B. 2) carpeting on the eeiling is required to have a cr-ass r fr_amespread rating. -- Sec. 904.2 3) Textil-e wafl coverings shar-f have cr-ass r fr-ame spreadand shalr- be orotected by automatrc sprinklers or meetacceptance criteria of U.B.C. Standard No. g_2 __ Sec. INSULATION NOTES: 1) A]-l insul-ation materiaf including faci-ngs are requared to have aflame-spread rating of 25 or resi and a-*.*i^rr* smoke density of 450un]ess it is in a concear-ed space and the facing is in .o.rl.lt *rtna wal-l_ or ceilj_ng. -- Sec. joj.3 exc.22) Foam plastic insu]ations are required to be protected. __ Sec . 2602 Code revi-ew f or: Project Id.: WRESTLING BUILDING MADISON Address: MADISON HIGH SCHOOL page # 9 SCHOOL DIST. l nhTfrTn rtnAUUJ-'J'.LUNAL REJQUTREMENTS : I'nr E''l veuuParruy 1) Al-l- corridors serving an to be the required width-- Sec. 1017 . 5 2) A fenced in area area greater than occupant foad more than 100 are requiredplus 2 feet but not .l-ess than 6 feet. without unl_ocked gates must have a dispersal50 feet from the building. -- Sec. IOi]..I2 Fl-oor- 1 st Occupancy-Offi ce_Space Floor-1st Occupancy-Weight Room When seats are not fixed, the capacity of this areabe posted at 94 occupants i_n a conspicuous p.l-ace onsign near the main exit. -- Sec. 1002.3 Ffoor-l-st Occupancy-Locker Room When seats are not fixed, the capacity of this areabe posted at 7'7 occupants in a conspicuous place onsl_gn near the main exit. -- Sec. 1002.3Ffoor-1st Occupancy-storage Floor-1st Occupancy-Mu1ti_purpose When seats are not fixed, tire capacity of this areabe posted at 250 occupants in a conspicuous place onsign near the main exit. -- Sec. 1002.3 Fl-oor-1st Occupancy-Consession 1Floor-1st Occupancy-Consession 2 Fl-oor-1st Occupancy-Accessory Floor-2nd Occupancy-Wrestl_ing When seats are not fixed, the capacity of thj_s areabe posted aL 220 occupants in a conspicuous place onsign near the main exit. -- Sec. 1002.3 F l nnr-?nd f)nnrrn;n61z-Anna<cnrrrvuuulJsrre_), nvuuDov! y 1S radr|i rarl {-a+vYs+!vv Lv : nnrnrzarl$rr! v v es i q roarri raA t-^ :n:nhrAT76.l i q rcnrri raA +^ an:nnrnrzarlq.- sFts!vves i q ranrli raA +^ An ^nnr^rra.l Code review for:Page # 10 PTOJCCT Td.: WRESTLING BUILDING MADISON SCHOOL DIST.Address: MADISON HIGH SCHOOL ACCESSIBLE FACILTTIES :NOTE: Except as noted' section numbers fisted bel0w are fromCABO/ANSI 4117.I - Igg2WATER FOUNTAINS AND WATER COOT,TNS,At feast 50 percent of drinking fountains, but not r_ess than one,i:::lj:f.!",,,""".o ftoor shatt_ r. u"".""ili.:.__ uBC sec. 110s.4.11) spout i"-i:';:Tiinff-5*"r$i:".1; ff:.:fi::: __ ;".. ;-.;'r.,.,2) spout arranged. for paraitet appro..r, "r.uii be rocated 3 inchesmaximum from the front edge. spouts or "ur.ti:_evered units wrthknee and toe crearances "rr.rr Le ro.aleJ*is rrr"r-res minimum from:l"r$:.;:?i.;:i""rt and 5 inches max.imum-rrom the ir."l-"oq". 3) :!';::."r11.t:3"to" a ft-ow of warer 4 inches heisht mj_nimum. 4) operabJ-e parts shar-r- be r-ocated at or near the front edge of theunit and shal-l_ comply witir a.25.4 __ Sec. 4.15.35 ) A cantil_evthe verri":i's"#ll.l".i3"ni. ll&.:r*::"ff"i;;i:;l:: l,:i3:: ff:lof 8 inches in d-pth at 2i inches iriq., ;"J 11 inches at 9 inchesmj_nimum above the fl-oor. __ Sec . 4 .I5 . 4 .I6) Forward approach units sharr_ .o*pt_y-riii'q.2. units in arcovesshar-r- comply with 4.2.4-4. units ,rot r-r"-rir.g the necessary kneeand toe clearance or cl_ear space "";.;-i;;; shal_]_ compfy with4'2'4 and have a c-r-ear f100r space that ar_r_ows a pers-on-in a,or""HnFi:;1il;"5: make a paraltel .ppro."i,. -l s.". a . rs . 4 .2-" 1) A 60 inch diameter unobstructed turning space rs reguired inthe roi.rer room. __ sec. 4.16.;,-;.;:;"n"Fln. r,4.2.32) water c-r-oset shaff be mount.d adjacent lo, "ro. wa.rr_ orpartition. The distance from the side wail 0r partition to thecenter'r-ine of the water c-r-oset shar-r- be 1g rn. sec. 4.77.r3) When the accessibfe water ctoset is not.in a stalf:The cl_ear floor space sha.ll_ be 4g ir.r-*lr.ri*,rm rn frontof the water cr-oslt and. 42 i-n from frr"-"Jr-,t.r fine of thewater cl-oset on the side not adjacent to the wafl.-- Sec. 4.!j .2 & Fig. B4.I-t .24) When the accessibl_. ,Jt., cfoset 1s 1n a stall_:The star-l shafr- be 60 in wide *:-ni-mum aii so in deep minimumfor warl hung water cr-osets ano sg-in J.Jp *rrrimum for fr-oormounted water c_losets . __ Sec. 4 . 1g . 3. i- -, rf the door swings into the star-r-, the-required depth sha.rr_ ?i^t":;"?sed by 36 inches mlnimum. __-s.J. 4.18.3.2 &_ *v. _,. ,9.3. 15) The bars are to be 33 to 36 inches above the f.r-oor and shar_r_be provi-ded on the rear war-f and on trre-"i;; war_r- cr_osest to:l: H?-i;.;l?"".. __ sec. 4.24.2.2 &-'riq"l*;,a .rj.3, ei.Ii.i, a) side grab bar is required to start within 12 lnches of thebackwat_l and extend to 54 inches f.;;-fh; back wal-f . (Theminimum length of the bar is 42 in) -__-;;". 4.Ij.4.1 & Code review for: Project rd.: WRESTLING BUILDINGAddress: MADfSON HIGH SCHOOL page # 11 MADISON SCHOOL DIST. Figs. 84.1j.3 and 84.18.3.1b) ;:;.:.:i bar shat_f re is in J_ons minimum, centered on rhero'",s *i,,ii:l; Hff.d:.::of;i:i:i, r:l;.1.;,iiilji";:";:.i" $:Tf:ir:l:i __ sec. 4.r1 .q.z i "isJ..."a .rj.3, es.i_..i 6) The top of the seat on the water croset is requrred to be 17to 19 inches above the floor. __ Sec. 4.Ij.3 & Fiq. B4.Ij.31) Accessibl_e urina.l_s shall berhe rim at 1? inches *."i*"*"i.:l: :;:tir:J:: :: g:r. ?:lg.l,'.^8) A cr-ear area of 30 x 4a r;".r." minimum is required in frontof the urinar-. privacy shier-ds sirari-nol*eitena beyond theji:l;;:tl_"5.11"r:i;:3. .'*, un.r-ess tr,.y-.,. 30 inches apart 9) Accessi-b-r-e r-avatories shar-r- be mounted with the rlm 34 inchesmaximum above the f100r and a cfearance of 2g inches minimumfrom the f-loor to the bottom of the rro,-,i-.ige of the.o.orrl-- Sec . 4.20.2.1 & Fig. 84.20.3.1_10) rt shar--r- extend 1T inJrres minimum from the warl. The cr_ear kneespace sharr- be g inches in depth m1"i^,r*--Jt 27 inches minimumabove the fr-oor and 11 inches in depth *i-rri*,r* at g in minimumabove the f100r- The dip of the overfr-"r-"r.urr be ignored whenchecking the cl-earur,""". -- Sec. 4.20.:.r i rl9. 1,4.20.3.I11) A cr-ear fr-oor space of 30 X 4g inchu" *i.r:-*,.rm shar_r_ be providedin front of the lavatory and shar--r- e*tu.rJ-rg inches maximumunder the lavatory. -- 3.". 4.20.3., ;-i:ig)-"t.20.3.272) T:!": supply and irain pipes under l_avatories shal_l_ beinsur-ated or otherwise Lrlated to pt"t..i-llainst contact.-- Sec. 4.20.4 13) The bottom of mirrof lt required to be within 3g inches ofthe f]oor. __ Sec. 4.16.0 e rig.F.4,20.3.I !t- Code review for:Page # 12 Project Id.: WR-ESTLING BUILDING MADISON SCHOOL DIST.Address: MADTSON HIGH SCHOOi-..- GLAZING REQUIREMENTS iii4#';:fl"i1"r"::T:: ';;e:t:T ;;,;:?"ired ,o be or sarery Locati_ons : 1) Glazins t" :l?::": 1"d-egress doors excepr jalousies.2) Glazing in fixed and sl-i6ing panels or siioing door assembr_les ?l 8i:,i:;.,t: :i.:il':3::3. o"o'" other than-wara'oo. ooo-;:-"'-' tl Glazing in all_ ,rntr"*"O swingrng doors.5) Glazing in doors ,"J "".i""rrru" for hot tuksream rooms/ - barhtubs ""J""iror"r". -err)r"n"i; lli'i:::ii; i?"1'",building war-f_ encroslng -irr."" compartmentJ where the bottom exposedSl3"oiirln;"i:i:r"q i" -re;" than bo ir"i,,." above a srandi_ns surface 6) Glazinq in fixed or operabre panels adjacent to a door where thenearest exposed edge of the glazi"s i""iit-rir-, . 24-inch arc ofeither vertical- edqe of trr. ooo. ir'r u .io"ea position and where the::li:lr";::;:3.:one or 're-grazinq r" i""""than 60 inches above rhe7) Glazing 1n an individual fixed or_operable panel, other than thosei:;i:ffi 3:;;ii?:1"i" itu*" s ano-'o-a;;;;,'.n",' meets afr. of the A' Exposed area of an individyal qlne greater than g square feet.B' Exposed bottom eoqe ress than ig i";h."-above the fr_oor.c' Exposed top edge qr""tur than 36 r""i,r.= "ro.r. the fr_oor. i. :il: ;i.ff'3r'i*5'l?.:H;:""s wi-thin 36 inches ho'r,;;;;iry or8) Glazing in raifins" i.q"rJi."" of height above a wa_lking surface. ;ff:i3:t are structurai naiuster p".,"i" ",ro-,-,o,","trucrura.r- in-fiff 9) Glazing in war-ls and fences used as the barrrer for indoor andoutdoor swimming poors and spas when the folto* edges is r_ess than60 inches above the pool- siJ. ano trre qrazi.q ," within 5 feet1n \ lf tl. pool or spa deck area.au/ br-azr-ng:-n wa-r--r-s encl0sinq stai_rway landings or within 5 feet ofthen bottom and top of "tii-rr"y" where the bottom edge is ressthan 60 inches above tne waif<ing surface.