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HomeMy WebLinkAboutMULT DOCS - 94-00030 - Fongs Restaurant - Remodelf iGti.. �J NILE L. BO L E MAYOR ROSE BAGLEY, CITY CLERK RlCHAM HORHER, TREASURER & FINANCIAL OFFICER STATS F IDAHO Doug Ricks Doug Ricks Enterprises 30 East Main Rexburg, Idaho 83440 RE: Building Renovations for Dear Doug, November 1994 Proposed Chinese Restaurant P.O. sox Sao 12 NORTH CENTER STREET RExBURG, InAl10 83440 PHONE (208) 359-3020 FAX (208) 359-3022 Reference 'is made to our visit to your building and the discussions regarding the renovation workr bring it into compliance with. the Uniform Building code requirements for a new restaurant. The items discussed were as follows. 1# ENTRY WAY Work needs to be done to the main front entrance of the building to bring it into compliance with the "handicapped" r i f the U.B.C. and the A.D.A. Thisi r iii' relat,ively flat landing on el'ther side of the new door and encu.gh extra width at the door to allow someone in a wheel chair to be able to -openthe r r. T ' j_ng ramp leading up to the door landing should have no more than a 129.1 l desirably; however, a 1 lope is allowed on reconstruction work if suchr slope i lute i s .r . See attached drawings depictiLng wheel chair access requirements at doorways, access ramp handrail requirements, etc.) To help wi this reconstruction the Cit would ll e sidewalk to be removed and replaced to providea higher "back -of -sidewalk" adie doorway entrance -P however, the slope of the new sideway (sloping from directions could not be greater than 300#16 2* RESTROOMS Technically, there should be two ,xis. requirements. or the rr mere & women)meeting re could be two restrooms (men not meet -1 -ng handicapped requ irementsu a unisex restroom meeting a i - e requirements. As this is reconstruct ion work where we have some latitude for campromi[.se, we have agreed the men's restroom a "as is"; however, the women's restroom wouldl arged and retrofitted to rneet all handicapped requirement and sj-gned as both "" a"unisex "t T restroom i*s really too small and crowded for the amount of usage from a restaurant of th's type and, size, Ne hoPe that the restaurant is successful and that you will be able to gra e the men's restroom f ori too ion g. CEILING We understand that the ceili'ngill be repaired and replastered and that a lower false ceiling will be installed. Lights lowered false ceiling need to he separatelyattached to the permanent ceiling as shown on the enclosed drawing to minimize light movement /breakage/ 1 ling Burin g an earthquake event. BASEMENT The basement must be separated from the 1st floor din.' ng room/kitchen are "by not less than one hour firmsresistive construct ion" . More simply t t r this means that there needs to be 2 layers f 1, gypsum board attached to the bottom joists see attachedri for overlap rdetails) separating the basement from the l t floor . The 3 pint: between the gypsum boards need to be taped. This is the minimum improvement necessary to provide for the safety f the people i the restaurant the I t floor, If the basement P s going to be used in any manner, it would also need to be brought up to the present life-safetv standards T meet toils standards, the basement would need, to have a fire suppression inkier system and two separate exit one near the north end and the other near the south n of the basement area)o The i i t It width is 36 inches anda .need to be larger n in upon occupant loads There are also stairway and door requirements that have to be met. The existing door and stairway t the southwest corner of the basement do not meet these standards, Tt is my understanding that you are goi.ng to indicating i t you or the proposed restaurant o basement area at present; and that you understand brought up to safety standards before it is used, Let me know if you JAL/ jr„r Enclosure have any quest ions. get the plans t it Will City a letter utilize the have to be Joseph A. Lairds �. City Engineer Building off ic]lai 5 Slopes steeper than 1:20 shall beconsidered a ramp. Ramps in new constructionsha 1:12, 30" max. rise., 11 be not steeper tha Cross slope of ramp surfaces shall than 1.,,48, not be steeper Handrails are required Whenthe rise ,exceeus:6" (i50rnm)or ''run "'greater'' than '.7211.--"(1830 mm). Table 4.8.2 - Allowable ramp dimensions for construction in 11 existing sites, buildings and facilities Clear width of ramps. a 36"'"° (915 inimum. Landings shall be at I leading to it. Landin minimumclean, east as wide as the widest length, shall be 601" 4a4 International Conference of Building Officals ramp 1525mm) Doors 'i id pull n alcoves shall comply with the clearances for e, push side and latch side front approaches. Maneuver'iKng spaces shall be clear and have a slop not steeper than 1 a48w Doors to hospoltal bedroo s sha latch side space required (1120mm) wide minimum. be exe p 71Je door t from IF Is 44" MANEUVERING CL A ANC S AT DOORS ANSI 4.13.6.14, E15 & z1 6 International Conference of Building Officials s,3 Door closers shall be adjusted so that from an open position of 90°, tie required. to move door to an five open position of -12° will be seconds minimum. For other than fire doors the required force for pushing open V or dulling open shall be., I. Interior hinged door* 5.0 pounds, maxunum Z. Sliding/folding doer: �-- - -- - 5.0 pounds, maximum Handles, pu�.�.s, latches, locks and other operable parts shall have a shape easy to grasp with one hand and does not require tight grasping, tight pinching or twisting of wrist. Thxesholds, if provided, shall 61 be Y2 ix�ch (13rnm} high maximum. Exterior residential sliding doors shall be 3/4 inch (19mxn) high maximum. 4 Bottom 12 inches (3osmm} of all" dovrs EXCEPT automatic doors, power -assisted doors and sliding doors shall have a smooth�: . umnterrupted surface.:, 1% 4 � _AJ ;1 - f i ANSI 49134101 011 1 & .14 46 International Conference of Building Officals A t•1' 48 min 4$ min 220 Space between two hinged or pivoted doors in series shall be 4$" (1220mm) minimum plus the width of any door swinging into the space. ANSI 4.1 3.7 48 International Conference of Building Officals 13 t W ! ■ db ■ a t.. ■ i' i 1 i i # i i � # i t # f t i ! i i 7 f +it t•1' 48 min 4$ min 220 Space between two hinged or pivoted doors in series shall be 4$" (1220mm) minimum plus the width of any door swinging into the space. ANSI 4.1 3.7 48 International Conference of Building Officals 13 DOORS RON PULL SIDE • 1 18 min 455 V-��` x PUSH SIDE NOTE: x 12 in (305) if the door'" has both'a closer and a Latch. ppboth If door is equipped with closer beyond latch side, 18" (455mm) min, beyond latch side of door 60"(1525 mm) min. r to. the doorway perpendicula 4811 (1220mm) min. perpendicular to the doorway 32" (815mm) min. width (same width as do -or opening) d latch X = 12" (305mm} min. MAN UV RING C-LEARAIINC S AT DOORS ANSI 4.13 International Conference Of Building Offic&AGjS W %.F i ?77 W DOORS HING SID A OACH PULL SIDE PUSH SIDE 54 min 1370 dt X = 36" (915mm} nun. beyond latch side of door, if Y �1S25mm) miLn. to doorway,, or 60er icular X = 42" (1065mm) min. beyond latch side of door Y 54„ it perpendicula (I 370ntm) min,, r to doorway. 54" (1370xnrn) min. doorway. parallel to Y 42"(1065mm) perpendicular to doorway., e e_ It -1ach'and cls 's er' MAN UV RING CL ARANC S AT DOO S 50 International Conference of Building Officals PULL SIDE ORS LATCH SID A PROACH 24 min C E co NOTE: Y = 54 in (1 370 mm) minimum if the. door has a closer. X 24 min PUSH SIDE NOSE; y = 48 i (1220 rni n i mu m i f the door has a closer. C E Ito N 8 WITH CLOSERS X = 24" (610mm) min. beyond latch side. Y = 54" (1370LMM) min& perpendicular to doorway. WITHOUT CLOSERS Y = 4811 (1220m -m) min. perpendicular to doorway. WITH CLOSERS .0 X = 24" (610mm) min. parallel to door beyond latch side. Y = 48 " tl4 220mm) man. pe.x,ve discular to doorway W WITHOUT CLOSERS Y = 42" (1065rn-m) min* perpendicular to doorway,, MAN, UV RING CL EARANCES AT DO 0 R S--r ANSI 4E13N6w7Y M8; U9 &.10 International Conference Of Building offi , ll i qr GROUND AND FLOOR SURFACES Ground and flooru1mmommfraces of. accessible routes, and in accessible ro,ms and spaces shall be: • Stable • Firm • Slip resistant Changes in level Shail comply with the folrrr lowing: • 1/4 inch (6mm) high maximum shall be permitted to be vertical, without edge treat ent. • Between �nch (6 m) high mini 1/4 ium inch (13mm) high maximum shall be beveled with slo�Pe not steeper than 1:2. and 1/2 • Greater accompli elevator. [MMEW2.0 (a) Vert'cal Changes in Level '/z i by a nch (13 m) curb ramp ANSI 4.5 64 International Conference of Building Officals shall be ramp or 1/4-1/2 6.13 2 r t t r i r r r r t•.. • f f r � t � a � � . � + i + } t � i t i * ■ i 7 # a i f' � * * � � � #*i!t*}#tar*# air}t+a**r4irt ;"M*�}.**#.*�#flit*i■'#t . r is * ■ t■+. f f t i t r t r t r t .. IP .0 r** w t■ r� t tt•a f oi*r®t#i+r* !�■•�a.ii+r*ty**r*t *+.*}* l4t #! *rt#■fa� + +t# t b i a*�k}*i�#�sr* f*}ar*ati#r*�lg*##*rt * f�,}a, r■atrtrir*af� t t# trt' �*r��7*'a e}r*faf rr!gi:ir+r�,�t' * ++r � �t ■ a ai • *# * tai 4 r * f ■tt�tt** #}+roti■F�*e t't*r�*i*4# #��r*T*rt}�r�t+t#r+r*4 #r*yi*■ ***r*l fir*k •a +�i *f*+* • Fl !4 i�r..r.rt *t a t r� f■'� F+� ti f *i to# +#'#t*tt#*##+�4israa.atarr#*r■i�fa #�#*♦tft*rt#t.r.i t # t t # '1s # # * * ak t # i i f" t t i • ■ ■ # t # i t # 9 } �"afi#a�t�trt*ttr ri■■+i t a *-#*Fs�tarr r *,t * f • r� i�* t l* * #*i*� •if r ■ # * ■# f ■ ■ # t * * r r t ■ t s # a # -t f $ t t + *�a � � #*+fit#**it';�•�ll+�.■�r*i}*a■ri■r *i ���*torr 11.0% dl # r�Y#�#tliF■rtr+i•ta'rt��°l�'�t�3yly#_*.�'_#_�_a_+_r_•_t t,i #,+� ■ r s+. # t fi r r i (b) $eveIed Changes an Leve! F ACCESSIBLE ROU X15 E EC% ' FriT.4Ff+-+T+may Sri `i� f+iti r {:r a y iT �F aT• �. . ! a ► t iT R'r`y`y■)i`i}".R'rT, Tedi �. Fria`a T�`aia'r' =_T�Trlyi ::gyp* C (a) Width of Accessible Route for 9fl° Turn 1065 1 1065 OTE Dimensions shown aP J v whinx < 4S in (121-0 mmj., When !1- When turn's around an obstruction n[1 i -4z I than 4811 (1220mm), the a ccessinle route sha pvc a minimum clear space of 4211 (1065mm by 4811 (1220mm) minimum. ANSI 4.3.3 Lj International Conference of Building Offf0j;a1f; 67 i • Fiandrails shall be provided on both sides Of stairs Al and ramps- W/7 4e r e re�a�,�'�� EXCEPTION: Aisle stairs provided with and aisle ramps a handrail either at the side or within the aisle width, • V Handrails shall be continuous within the full lg1. of each stair flight and ramp run. �''`j � ` "`y " � "' L"'; EXCEPTION. Handrails in aisles serving seating Inside or doglegstairs on or ramps shall be continuous between flights or runs. EXCEPTION: in Handra"Isi aisles seating • Gripping surfaces shall be interruption by newel posts, elements, or obstructions. continuous, without other construction • Handrails and any surfaces adjacent shall be free of sharp or abrasive elements. Edges shall have 1/8 inch minimum • 0 Handrai{s shall not rotate within their fittings. ANSI 4.3.10 70 International of Building 0fficaConferences NOTE: 1-114" mir, handrail does not meet UBC 3306(i). 34" to 38" 865MM to 965mm Handrails �N. 6� 6� with other 1-1/4 t 211 ozmm 1C shapes shall be pe",rmitted provided perimeter dimension of 4 inches minimum (100mm) and 61/4 inches- (160mm1 mimum_ cross sect'ff ion maximum. dimension is 2'/4 incises ANSI 4.3.10 Largest .(57 International Co,nference of Building Officials 71 � 70 TA.JA '&.I 1 .min F T itt r#.iT+#r. *. }..7:a ail iiai ii"ri +Tt . 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T . ■ p.:i'o * .�T-.. ■r. +. a Ts• .. �.. / *Fpi .Y irT ..r• ;n.ri i i (b) Plan International Conference. of Building Officals 4-NJ1-d 12 min .. + r liF r. ....{..•.. r +*tit++tf#f•T br. b■# a r i l+. F .T . b+ F • f+ +. T T +.a . i.`i i4 . i i i 4.4 a+ a b a i. "a r. t Y. a . b-& A. t -. i : #F t d +F ra 4—.b + .-.p •i . i . _ . a a + . 1F.. .... r .i... 66 a +iii i ## # t b t F t #4* 4 b*#+ A! a## r++ f t !t b# a) fevollorx -i y y y i z y'.... i i .. i l r b i a i* +# i+ W* ................ i an 10 a i ad NJ b# I a i It r1 W11 r. r.! 7 *0 F f! t i T 1h, .0 '. i i ..t* R - .ra aa.a T4 TT T T T Tr .i raT 9a"?YT_�s..'7._T'_ _ -.. ----------- _ --._..._ - - - - (b) Plan 9 12 min Sign to nearest M.O.E. 3 EXITS REQUIRED BASED PAID] 00111 ,IQ Imph"L K, • All required accessible spaces shall be pravided with not less than one accessible means of egress Ole When two ormore exits are requiredfrom any �`accessibleportion space, each of the space shall be served by not less than two �� accessible means of egress • Maximum travel distance per Chapter 33 Accessi"ble eans of egress shall be continuouls; M - from each required.. ac,..cessli• ri ble occupiel. area to a public shall 'include way accessible routes ramps exit stairs elevators horizontal exits smoke b SECTION 31. International Conference of Building Officials 73 U Ir I r -B m 1-1 [4 m . qw i 150 WHEELCHAIRS -1 EYE LEVEL 1065 54 International Conference of Building Officals Zt C .. E C U AC ALL,OWA,NCESI 60 Inches (1 525mm) turning space r) i %, . !, NOTE: Dashed lines indicate mini murn length of clear space required on each arm of the -shaped space ire OrCler to CofnPl4ete the tum. 0 40 M3 56 International Conference of Building Officals 60 min 1525 {u} 60-xn (1525 -mm), Diameter Space T-shaped space for 180° turns N tn qp� 32 min i 36 min 915 Minimum clear width for two wheelchairs Minimum clear width for single wheelchair ANSI 4.2.x , .2 International Conference of Building Officials 57 - r 1 +. ,y --• .. _ br _. • _. w .-a`-'�aiarYsy-■ - � f- ,Ta ter, � ", _ r ,�..,. s � �•»>ay Y ` �. • ... �. : SPACE ALLOWANCES woo fo e br 4900 b T*moi a} '■ itai a raa= b. .4r � � i}bi�Y ■ .}r .f. ■{ � o f f es!! r r b' # ff � if i b aaaa f+.i • + .- f as +} �*moi s i i b +' • J !' i ■ si + T 4P • .ate+�ia F CO� "til { �+• +F i dF . b..b..■b ■ 1 a . ;ice# }, ■•f;i ■ !1 !' r # i + sem+ 0 ■■■■s. T i* T ■ # ! i f .■ ■'# it T f- i 6 !Y T' T dF i i• i.Y t } ■ �F i i I ifs} +*##■�eF*i it �# f ##+ aria w���i�i a t ■ aft �*# f �4$ � t� yiit'a!,# �i�#`�lisf'e �,. yy i • rt.i # ■■■.■ ■#tTf i'T#i�T�f+! al iR 'li��■#+ #��F ii.' ■■. r 'i° t •s �1 f i i i i'F • ■ t ■ i i i ■, ,s ! f ■F �4 f # t i # ++ #' -i i ■■! - f f i i• i+ # t f# i #i a i ■ _i_A ,i'_f i i• f f s 48 1220 ITEMS WITHIN DASHED LINES ARE WITHIN REACH Z = X OR GREATER NOTE. x = Reach depth., v = Rcach height* z= Clear knee space, z is the clear space below the <> s u n, i 'hi h shall be at least as deep as the reach distance, X. P 0 co ■eeeeeit �4- ANSI 4.2.5 TABLE 4.2.5.2 60 International Conference of Building Officals 0 CLEAR FLOOR DR GROUND SPACE SHAD EXTEND A1C} MORE THAN 25 in (635 mm) UNDER THE OBSTRUCTION b a� a f i 4 T is+.faya+ar.*. arb 4. 9 -P + i +af yr ■ i ■ i � T a e s � •_+_ - } .■- ■ * t ami r . rt • . iaf r a .r! i .ff,lar a +ria{fib frb Y b ■ ■ b f S } ■ �Fa}`T '■i i W i e i 4 i 7! 7q • Cr}i ,.ab ■a a � + •4 i . . � f � ■ 4 T 'a � ■• b i . f � . t f +r ■ r b } + a f .4 P b i r r. ea} r■ieeer ireeeeeP• fnee! +a■�e• �� � �� eeeeree■ � �■■i 48 ANSI 4.2.5 TABLE 4.2.5.2 60 International Conference of Building Officals 0 CLEAR FLOOR DR GROUND SPACE SHAD EXTEND A1C} MORE THAN 25 in (635 mm) UNDER THE OBSTRUCTION b a� a f i 4 T SPACE ALLOWANCES 10 max 24 max 30 610 760 %V :Xq 7 7 + p q I I + M 1 4 a. 4ir 4 A 0*0 41 +.4 p ,p 0 A + IP III + + . . . I -IF W -T VIM40.4mv. on Mh # 0 q _NT IF 4 D 4.4 w 4' 41 4p q, v as 0 q I' 4h 41 Ill 0 * 10% v IF a i# i. i 49 IL YaY a p 10 41 pI 2 A ib 41 4 - , 0 ANSI 4.2.6 internativn�l Conference of Building Officials 61 --Jj W 03 0 SEATING AND A m rn CO m cc m 4 8 MINIMUM CL A ANCE ANSI 4.31 62 International Conference of Building Officals t ,_X �� _ .:- � ' -• ,� i+ ag +. fir,�,. .,,��' ; �.� a� � .,. ti; _ p _ i. 4 a �; 4..4i+�$,:+�d'3 $4.hrl CA INETS AND MI RORS 0 38" (965m m) max o bottom edge of mirror ANSI 4.1 6.5 20mm) max to usable shelf International Conference of Building Officials 85 FACI I'Ty AC-CESSI 1LITY 0 42 min 1065 0 0 # # & * 0 A +fir i 41 � CLEAR � FLOOR � SPACE.,I h. 4-1 d �� o I � e a do ko 'W 4J �1* 0*� 's 1p F ! 0 # b l S� ► a�#� Y f 4w 1 M 46 0� h0#� 41 -0 d5 46 415X WA CLOSET I 0 SECTION 3105(b)2., ANSI 4.17 86 International Conference of Building Off icals I* 12 max f3 0 -.- ,-4 n FACILITY ACCESSIBILITY X11 36 max I I �. %pw � A -t>,A 0 12 min 305 455 Ln t. 305 CO j f w cof 455 s Where r it ., extend grab bar on transfer . ONE TOILET PAPER DISPENSER WAT R CLOSETS SECTION 3105(b) 2., ANSI 4,,17 International Conference of Building Officials 87 t. 305 f w 41 M ++ 6 T Ilk a t is1 do a�a �ti*a T F� i � 4 a ■ � �� i d1h # A #f+** X0 A� �0* • a dt # 9 a #� +* �# *�# * 0 a wf #� * ## doa .i i #a # # a 0 # # * 46 # f�46 41 a s Where r it ., extend grab bar on transfer . ONE TOILET PAPER DISPENSER WAT R CLOSETS SECTION 3105(b) 2., ANSI 4,,17 International Conference of Building Officials 87 g AC1 ITY ACCESSIBILITY J"WTV1 (b) End of Row Ln � LO It- WALL-MOUNTED t- WALL-MOUNTED VV,C (FLOOR -MOUNTED W 12 m a x 42 min 305 ] 065 ■ | � ■�� 1-7 ib Ln cn F _-19 1065 of T FACILITIESL 3 05.(b)2.., ANSI 4zlbol 88, International Conference of Building O . .faaa m •e�� ,flak �!sf.sL �.. r-��.��v,v���-�a��.�e 1 FACILITY ACCESSIBILITY 4 max 32 min � MW Me* � ; .a wm .0'. . ALTERNATE DOOR LOCATION 42(1065) LATCH APPROACH ONLY, OTHER APPROACHES 48 (1220) min 1 Y -,X i.{ LO (WALL -MOUNTED W.C.) FLOOR -MOUNTED W.C.) TO.ILET FACILITIES SECTION 3105(b)2., ANSI 4.18 International Conference of Building Officipals sq URINALS 15"to 44" 380 to 1120mm 1 71-1 max 4K.�umfll - I 30" mJn 76Omm Clear floor space to allow forward approach.* 30" (760mm) x 4811 (1220mm) ANSI 4m19 90 International Conference of Building Officals 17 min .430 el)t CLEAR j FLOOR I SPACE a. y IL 1 i i L Mj rMDWMIP 4ft� 1 19 marc 4$ min 1 220 LEG CLEARANCE TOE CLEARANCE FIXTURE DEPTH OTE: Lashed ]-Inc. Indicares d imensj nable�ll'an�: �A t � � under nal under fixture r cj ,�t.t-, _ CLEARANCES ANSI 4.20 Internatiomal Conference of Building Officials 01 Storage Shelves an,d Closet SECTION 3105(d) ANSI 4923 0 lnterna#zona! Conference of Building Officials 97 U*"t*j&-K Accessi ble emergency warning systems shall include bosh audible,and visible signals. For roo s anil-*'i, similar spaces not intended for sleep,ing, visible signaling appliances shall be located in accordance with Table 4.26.3.2(a). Maximum morn One light Two lights One light size opposite walls per watt ft. cd cd cct fit] x 20 15 — -- 30 x 30 30 15 4{} x 40 60 30 15 50x54 95 eU 3� 60 x 60 135 95 30 70 x 70 185 110 8D 80 x 80 -- 140 80 90x90 -- 180 95 100 x 104 — — 95 1 1O x 110 - -- 135 120 x 120 -- — 160 130 x 130 — — 185 For corr*idors 20 feet (6m} wide axi u visible a 0 V signaling appliances shall be locat�d in accordance with Table 4,,26.3.2 fib} . Corridor length Minimum number of 75 cd (20 it. Maximum Width) visible appliances tequi Width)red ft. 90 1 X30 -130 2 X130 - 230 3 >230 - 330 4 !�IMa - 430 5 >430 - 530 6 ANSI � 6 s TABLES 4.2.6,,3. s r b 98 International Conference of Building Officals TABLE 16=0 HORI,ZONTAL FORCJ FACTOR, Cp 2. Nonstructural Components 6. Anchorage for suspended ceilings and 1i9htfiixtures 2-38 NEW FOOTNOTE 11 - Light fixtures installed in suspended ceiling systems must be'independently supported from structure ab, ove • U.B.C. Standard 25-2 Part III -Lateral Des'lgn Requirements • Requires IF fixture support for {fight fl*xtures KNOWN EARTHQUAKE HAZARD,; ,v Structure above i W41 Of filing im w,. •ffa'i i i• 'del T �; -`-­Fo _ �, . . - • •, -, : - '� � •t'SLY'"S"'TEMS'�,:�Woov*-ODmFRAiMED'. SYSTEM DESCRIPTION GA FILE NOS' FG -5406 : I WOOD JOISTS, GYPSUM WALLBOARD 24" D.C. with 11/4" Type S drywall screws 24" c.c. F7C& layer 5/s" type ?C gypsum wallboard or veneer base applied at right ang�es to joists through base layer with IN Type S drywall screws 12" ox. at joints and intermediate fasts. Face layer faints offset 24" from base sayer joints, 11/2 11 Type G drywall screws played 2" hack on either side of face layer end joints, 12" o.c. 112" plywood with exterior glue applied at right angles to tap of joists with 8d naiis, CeiIing prov i des arse hoer #ire resistance protection for wavcf framing. GA FILE NO.- FC 5410 WOOD JOISTS, GYPSUM WALLBOARD 112" type X gypsum wallboard or veneer base applied at right angles to 2 x 10 wood joists 16 " c.c. with 5d nails 15/j3" long., 0.099" shark, 1/4" heads, " o.c. supporting I" nominal T & G wood sub and finish floor, or 1 q` plywood finished floorwith song edges T & G and 15/32" interior plywood with exterior glue subfloor perpendicular to joists with joints staggered. Nails l . d /4" from board, edge joints and 1/2" from board end joints, GA FILE NO.'FC-5415. PROPRIETARY*, - WOOD JOISTS, GYPSUM WALLBOARD /"# p rap ri t type Xgypsumwallboard r r basapplied t right angles to r iBent furringchannels with I" Typedrywall screws 12" o.c. Wallboard end joints located midway between continuous channels and attached to additsn I pieces of charnel long with screws 8PIof . Resilient channels 1 ri .cF attached with 6d coated nails 17/811 tops0.092 'F shank, 1/4" head to 2 x 10 wood IR F t 4" o,c. u orfsn 34' nominal interior plywood with exterior glue T & G subfloor perpendicular to joists with joints staggered. Underside of T & G joints covered between joist spaces with 61fx 221/21P 5/:B"' gypsum wallboard bitterns attached to flooring writh 16 gage, x I Va " segs x vz crown staples spaced 71F o.c. along each edge. PROPRIETARY GYPSUM BOARDS The Blot Corporation - /8" Fl -SOK PL USTM Donitar Gypsurn - -5/8" prod:R) Fireguard@ Georgia-Pacific - 5/81F Fir t p ', Type XXX James HaTdie Gypsum - 51,,Pr H rdiro CR) Fire X, Type III Pabco Gypsurn/8" FLAME CURBS Super 'C' Temple -1 ni nd Forest Products - B" FIRE -RATED "T Corporation United States Gypsums Company _ 5/8,, SHEFTROCK101 Brand ui-n Panels, FIRECODECRI C Core 68 *Contact the manufacturer for more detailed information on proprietary products SKETCH AND DESIGN DATA HOUR o r y 35"t",:;39 S..1 Approx. Ceiling Weight. 5 psf Fire Test: FM FC 172t --7 Sound Test; Estimated A-.'H0UR'.` ' 3 5#0 39 STG.< Approx. Ceiling Weight: 2 p f Fire Test: UL R1319-667 11-9-64P Design L512 L R3501 -45a - - , Design L522 L R2717-387 6-10-65 Design L503 UL R3543-6 11 - 10-65 Design L519 ULC Design Sound Testi NGC 402 4) 7-13-66 11 -1 - li Testi- P) NGC 5037 7-19-66 i HOUR 35'to'*-,39*STC Approx. Ceiling Weight: 21/2 pof Fire Test: UL R -2� 5-25-73p Design L51 Sound Test: Estimated 4.v7.3 Width. The minimum width of a curb ramp shail be 36 in (915 mrn), exclusive of fared sides 4,7.4 Surface. Surfaces of curb ramps shall comply with 4.5. 4.7.5 Sides of Curb Ram If a curb ram ' located where pedestrians must walk across the ramp, or u,1here it ' is not protected �f r - ral , then it shall have flared sides; the maximurn slope of the flare shall b ]:10 i 12(a)). Curb ramps Mth returned ctirbs may be us,,ed weirpedes- trians r not normailly walk across the ram see Fig. 12(b)). 4.7.6 B uilt-up Curb Ramps* BLii'pt-up curb ramps shall be located so that they coo not project into vehicular tr lanes (see Fig. 13), Fig. 13 Built -Up Curb Ramp 4.7..7 Warning Textures. (Removed and resenject). 4.7.8 Obstnictions,Curb ramps shall be Iocated rtecte-d to prevent their obstruction by parked arils, 4.7.9 Location at Marked Crossings. Curb ram ps at marked crossings shall be wholly contained within the markings, excluding any flared sides (see Fig. 1 , 4.7* 10 Magonal Curb Ram if diagonal r cor- ner type) curb ramps have returned curbs or other well-defined edges,, such edges shall be parallel to the direction of pedestrian flow* The bottom diagonal curb ramps shall have 48 in (1 220 mm) minirnum larn Fig. 1 and . If is l curb ramps are provided at marked crossings, the 48 in (1220 clear, space shad be within the markings (see F'jg. 15(c) and (d)). If diagonal curb ramps have flared sides, they -shall also have at least a 24 in 1 mm) long segment of straight curb located on each side of the curb ramp and within the marked crossing stile Hig. 15(c)). .* 1 1 Islands Any raised islands in crossings s. �iali be cut through level with the street or have curb ramps at bate sides and a level area at least 48 In (1 220 m m) long in the part of the island 'intersected by the crossings (see Fig- 15(a) and . Page 88 a App, E D Appendix IV 4•7. 1 2 Uncurbed intersections. (Rernoved and reserved) - 11 .. 1 * General. Any part of an accessible route a sloPe greater than 1:20 shall be considered a ram and shall comply Mth 4.8. 4.8.2* Slope and 1. The least possible slope shall be usedfor any ramp. The au slope of a ramp in new construction shall be ] :1 . The maximum rise for any run shall L>e 30 i mm) Fig; 16). Curb ramps and ramps to be constructed on e-Asting sites or *in em*sdng buildings or facilities may have slopes and n'ses as shown in Table 2 if space limitations prohibit the use of a 1 *-- 12 slope,r less (see * 1 &6)q 4.8.3Clear Widft The minimum clear Width of a ramp shall be 36 in 1 mm). 4.8.4 Landings Ramps shall have level landings at the bottom and top of each run. Landings shall have the folloMng features; (1) The landing shall be at least as wide as the ram run leading to rt (2) The landing length sail be a minimum of 601n (1525 clear{ (3) If ramps change direr n at landings, t . minimum landing size shall be 60 in 1525 mm by 1 525 m, (4) If a doorway 's located at a landing, then the area in front of to doorway shall comply with 4.13.6. 4,98.5* Handrails. if a ramp run has a rise greater than 6 In (250 rnm) or a hon"zontal projecdon greater than 72 in (1830 mm), then.it shall have handrails on both sides. Handrails are not required on curb riamps. Handrails shall comply with 4.26 and shall have the following features: (1) Handrails shall be provided along both sides of ramp Segment The inside handrail on smtchbackr dogleg ramps shall alWaYS Lbe continuous, (2) If handirails'are not contn, they shall extend at least 12 in (305 the top and bottom of the ramp segment and sha 1 i parallel with the floor or eround surface. (3) The clear space between the handrail and the wolf shall be 1-1/2 in (38 mm). (4) Gripping in surfaces shall be continuous~ {5} Tap of handrailgrinPirtg surfaces sha!l be mounted hetuaeert 30 in and 34 in (76C] rrzm and $65 mm) wave ratnp surfaces. (6) Ends of handrails sh,­�11 be either rounded or retLxmeCl srnoQ#h1y [o floor, walk or post. August 1990 (7) Handrails sitald not rotate within ih.eir fittings. ADA Compliance Guide 10 0 Appendix IV Y. I� a� r.. 4.9 Stairs � h u r fii co of Ramp j Narizontai Projection or RuFz --- - ? , .imu m R15C MaxiniLm Horizontal ejection slope in Inn f? rn 16-12 to < 1:16 30 760 30 9 Fig. 16 Camponents of a Single Ramp Run and Sample Ramp Dimensions 4.5,6 Crass Slope and Surfaces. The cross slope of ramp surfaces shall be no greater than 1:50. Ramp surfaces shall comply with 4.5. 4.8.7Edgy.ProtectiomRamps and landings wig drop-offs shall have curbs, woes, railings, or praying surfaces that prevent people ftom slippingoff the ra _ Curbs shall be a minimum of 2 in (50 rnm) high (see Fig. 17)*1 4,,8,8 Outdoor Conditions. Outdoor ramps and their approaches shall be designed so that water wi11 not accumulate on waling surfaces. 4.,9 Stairs. 4.9.1 Minimum Number* Stairs r u to be accessible'. shall couply with 4.9. 4,9.2 Treads and Risers On any elven flight of stairs, all steps shall have uniform riser heights and uniform Lead widths. Stair treads shall bo no less than I I in (280 rnr wide, measured from riser to riser (see Fig. 18(a)). Open risers are not permitted on accessLble routes., 4,9,3 N r _ ]Ti rsides of nosings shall not e abriipt The radius of curvature at the leading edgia f Lhe tread shall be no greater than 1 in (13 mrn). Risers r shall he sloped or the underSiLde of the nosing s,hall have an angle not less than 60 degr-=--es from the horizontal. Nosings shall project no more than -1 in '38 mm) (see Fig. 18)- 4.9.4- 4.9.4 Handrails* Stairways shall have handrails at both sides of all stairs. Handrails shall compty with 4.26 and shall hithe folloWing features* (1) Handrails shall be continuous slang both.51des of stairs. The inside handrail on s)xitchback or doqleg k stairs shall always be conflnuoussee Fig. t and (b)). (2) if handrails are not coma mous+ they shall extend t least 12 in 305 beyond the top riser and. a t least 12 in (305 mm) plus the of one traad mond the bottom riser* At the top' the extension shall be ,parallel tb the floor or ground surface. At the bot- tom, the handrail shall continue to slope for a distance f th of one tread from the bottom riser; the remainder f the pension shall be b rr ont l see Fag. 1 and , Handrail pensions shall comply With, *. (3) The lcrar space between handraiis and wail shall be 1-1/2 ire , (4) Gripping surfaces shall be uninterr-uptedb newel posts, other trine l em.eats, or t (5) Top of handrail gipping swface shall be m - led between 30 in and 3 in (760 mm and 665 nvn) aboue stagy .. (6) Ends of handradsshall be either rounded or rump' smoothly to floor, Lvar post (7) Handrails shall not rotate wiLhin their flttings. 4.9.5 Tactile Wamings at Stairs. (Removed and Test. 4.9.6 Outdoor Conditions, Outdoor stairs and their approaches shall be designed so that water Wil not accumulate. on waWng surfaces. Fuge 90 • Appy IV August 1990 ADA Cornpliance Guide • f' d a:a R'�i' if.7�'.. �M e e - 1, ..,• ,� - - 1. •'� - •, P a, �: , , n i x IV UFAS e L. { t rt 1 ir. Y _ SII-, F 4•s 4v9 Sta* Irs +{ e { 1 ie T avMJon I r3 ��- wall J �� guard [al[ railing with extender! . plai7om FIgo 17 txampIcs of Edge Protecdon an (a) Mush Ftiser 36mja 1 '} it J Pia e. + r j.Odom 0400 + �..y} � •� {'kl. •� � - 0? 0--- -P IAO ® _ AiL o - r, 2 m 305 36 m jn' y ' • 2 L I e - � .p a Ir r• - a a _ i + •� i. I e c a ", i 1 p ' h . °.� , ..'r � Lr L •�� a :. e 1 .+�,. � F- d � } �i��l� �'7 �' i cif°�* 'a� I •� _ ! Handel ExtenslOns 7' '�J- j L 9 11 • a T ' . r..Y �., P{ ew.A I e Usable Tread Width Ton F'Ujjh'nGroup, Inc. August 1990 J ' P J App, IV Page 91 Z� ,� - - 1. •'� - •, P a, �: , , UFAS e L. ' • 1 ir. Y _ SII-, 1 ie ,.i r rA A - ,w e': y '.a ti•. ,. e a eiY •y�-Y:: er- ��. y ,zr ,- ,. ,, �+a - 'T' Pre`I '�• ale IF��',�1 �y .+-� �I,:Is. Y , C M.. :_I f e6 1+ avMJon I r3 ��- wall J �� guard [al[ railing with extender! . plai7om FIgo 17 txampIcs of Edge Protecdon an (a) Mush Ftiser 36mja 1 '} it J Pia e. + r j.Odom 0400 + �..y} � •� {'kl. •� � - 0? 0--- -P IAO ® _ AiL o - r, 2 m 305 36 m jn' y ' • 2 L I e - � .p a Ir r• - a a _ i + •� i. I e c a ", i 1 p ' h . °.� , ..'r � Lr L •�� a :. e 1 .+�,. � F- d � } �i��l� �'7 �' i cif°�* 'a� I •� _ ! Handel ExtenslOns 7' '�J- j L 9 11 • a T ' . r..Y �., P{ ew.A I e Usable Tread Width Ton F'Ujjh'nGroup, Inc. August 1990 J ' P J App, IV Page 91 Z� vs Extension at(C) Bottom of ,Run lY[7TE .K Is the 12 [n MLrilmurn handraIi ,e;tens[art requlted al each top riser, Y is faze mfiamurrt hanciraI1 extensionof 12 in plus Me width of one triad that Is rlequlred at each bottom rfser Page 92 1 App. 1 Fig. 19 Stair Handraffis Augustiggo Appendix IV 4.9 Stairs Elevation Of (b) Center Handrail IL# (d) Extension at Torr of Run ADA Clina Cie HANDRAILS Mwn • Handrails shall beprc�videds on both 'Ides of stairs and ramps: a=l`li e) r e req 16166- a, �'�..�Lfl EXCEPTION. Aisle stairsand aisle ramps provided with a handrail either at the side or within the aisle width, �_ • fullHand-rails shall be continuous within the length of each stair fli tgh and ramp run., �'`` �' ` �`' `'°"'{"""' � 4 L 41 r EXCEPTION: Handrails in aisles serving seating • In�i-sde handrails on switchbackordogleg stairs or ramps shall ,be continuous between flights or runs, �. EXCEPTION: Handrails inn aisles serving seating r �.._.LWL le Gripping surfaces shall be continuous, without interrupt" ion icy newel posts, other construction elements, or obstructions. �,. ti • Handrails and any surfaces adjacent shall be free �- of sharp o'c'abrasive elements. Edges shall have im 1 /8 inch miniradius. L • hiandrails shall not rotate within their fittings. � -• ANSI 4.3.10 70 International Conference of Building Officals � S Aji ACCEPTABLE HANDRAIL [Section 3306(i)] -1 - -f I n rp NOTE: QTHEF1 SHAPP-q neev o DETAIL. IF THEY PROVIDE AN 0C ACCEPTABLE EQUIVALENT GRIPPING SERVICE. SEE THIRD PARAGRAPH OF SECTION,3,30(3(i) 0 �-- HANDRAIL 1 1/2"Minimum 2" maximum, or equivalent gripping sUrface NOT ACCEPTABLE NOTE: 1-1/4" min handrail does not meet UBC 3306(1). x 0 34" to 38" 865mm to 965mm 1-112#0 2'. 32 mm to M� " Handrails with other shapes sha provided perimeter dimension of 14 be per *itted inches ini um (10( m) and 6'/4 inchesk4i 60 M) maximum. cross section dimension is 2'/4 inches maximum. -T 2- b I -fl- �2, &5- U r_r � T • I� �R�� 4L International Conference of Building Offlc*fibls 71 t Ir JA Accessibility Guidelines (a) Handrail Appendix 1V 4.26 11 draiU,, G=b BArs, 4 Tub md .. er S,atA (b) Hxindrat'! (C) (e) Handrail Garb fear Fid, 39 Saxe and Spacing of Handralls and Crab Bars 4'2 $' 4 E -- I nating HaxZardS. ,A handrall or grafi bar and any wad or other surface adjacent to It shad bc frce of any sharp or ahrastve ele- ments. Edges shall have, a Minimum radius of 1/8 In (3.2 mm). Page 228 * Appy I NW. -I Controls and Operating Mechanisms, .2 7. Gene , . Controls and operating mechaaiisms requfred tv be accessible by 4.1 shall rompty with 4.27. August 1991 ADA Compliance Guide 12 min 12 min - to 4r+wRl.•+. ai*ai•i d.# m. .i. L -7m F rb ii+iriF-1 - .. #.. r. s...x..:..ia. x•..t-+,lksrii 4i#a •..... i i i .+ l i d ... r-.-ix-at•yi,i tlik iarr}arft aW �i �f i+4 4 1-1 4. T F +i...i.iiiFrr+T Fi•.i+i•r r�i+• #*teTta•r+a+i.+T .ra1. •+ bi*F+i #aPb . .dr ri*•+d t ._a .+. *-- ........... • 12, min mi C +di, h..... • + a. r. i.. •! t F. r r i.. k 7 i i■ i i T� 4# F d a r y. byiFi i#...a�..{}Fi.Rf+•biilF .f. F...T F7 7 dd. i Lij{+T F••. b F F i i i. i T 7 4 T T 4 i*** f 7 b rii-ti*.T+T ■iii9.i.i0TFb.i .}a a � M +{ i r+ i+t.. a.. ■}bbii.a arTki-:aiTa'#T•?++x+- i q, F w r F 0 F F d. Fi++x. +f til ...yi a.+!•+rt+i.. r}++ *iix.*x... F+Fri. .r..++i x lit x.a+a•.*{{#ii, � bir F .. T i i i+ i i e•i y F+ i b i. r. a. ■iii+i... - •T4�biYYr•.a • i i w ■i rib + t+ r l. . e a{ y a{ f i d -d }a.. a;ax a.. +FaIbFt11*ir T+++irsix. R T!{b F.. iaT6'bisfi. ri*........ +TT•'i{F+...+T•F Fi*+#r..Fiil ,I i*. W. Ty +f. r•+a! •a ■ o. 4. i=a.•.F f•i^! F+x*. + .. ml bpi++r . yad.#+i #... { i t* r . aA +, - +x TT r•e r..fiTw ■+.i . +d Simi 'TT.f+titids #+ii T. f 6+ ... #+ i r i* i s ra • T T id d b. -. i x -i •+ i r .+ i t r.� : i r rT i' R# x d i a i. rib . � T r. 4. T d k l &1.- •# v i i i- e 4 T T T k i b+ d, •{# + l i i. a F{ i b. - 1 T T i 0 +i i f k i. y r T 4 h 1h. d. 1h s.{F+bir .h..Tf+Ft F- .saaa+:x•.. elT•F+#i.....f•4.i*F... . . _rF4 abir #i.. ib F+.i.. —4 a{alai a;}.a.a f#.i.. ■c4T TT i.i*.{TTFr. ..#+ .ilii ra. lT�f T+. .•d r a 1pa!•TFF l...af 7d.#r.abi+i Fi.•.. a,sa +{T. +rf.e Ra�lFi.+.bef 4Fi. a.i a. t•#FT+4dF.FalaT .+t (a Elevation sTbarb i r.T'Fi�# F+i.YT T F+i.s.a . a#i' Fi+•x .. T ■ i tt i F*T.f Fi'. .. afY ri a. ...++## .kW** && kW**ik r, !� •#••ap dx aab Fir ii.. f•T -•Fix .`ia. axy ri ]4 1 � 1 12 min :10 . rdPibitb+Tlw T; a. t:y.�-er.�i#•rtT F.+Tb a•riit;rri'f+++� b F a! F+ r+ 1. 4 T a T# c r i i i i■ i i T i T b T .} _. T a s e .. a° . T• a. a .. . x. . Taa..T..ar i•WT bi ti{ia Ta.. sy. T...a T.a. !++lr lTt'F•Tta+ xi.i rii+r {.ay+,a.y .ay.ba T•e a.TTtR iid.ritii•litlribriiTla ay �...axaa.r.a:iii+•i Fii#ib ri Tii NO, Fi+rh 044-0 iai•l+i*+i F++:f r;lRb..=aa�i. a. rd .�....l *#T!!IF#i FRiiand ii#iFii! a.. . ....• . +-arra.- -=a..a=..-a.a.='a. . af. ....iiri.i..d}i�+l}+•.aa..larahtivid@ltYlif4itirill•rt•aF}ar b b-6 -h-i i-.- .. i h. x e{ i+. %.q 9-N. y .... a. i F•1+i}{T.:..}a. ..a. w...W* .-ft{{yif T{f*+i7Y4il+i'i{i a Ta -a. a. a. .}a.a a.'aiT-,.+i��x•i i�x•s xt+f*+ .Y+.x•x-ia•x i4ri.rf isi9�{aa}..+.ir.aa.xr.i ax!rit.s#iiii.•. it ri. d d.d i .# i i i fb i r + i i •k i l } d r + T e 4 T = T ! .. + . • .'. • .. • a ... + . ar . • '• a • r y' +F{e•F{+++.F.aaa.aa. ..ii.+.®. t..r#i*i.. i+b.}*6+++d+ rt#�i+ii+-++a•{+.a ri.•{ar. xixr ii*i*tir444TbT b.RTa•+•"a +'a.•'ir .rx**x•t+i i... a r r s a tib s.•. (a. Elena tion jFA a n + + i * M a fa d # i T b i F k e i d. i. rir.*r.dF.a.� i•+•i it :y .ter ...y+arF ........... t �l+lair. -.Karr - d *. rrl. bf+f+bi bi ktiai. al trT i.rir. aff}. •{i4.�.ss•.i.•r•b+9•-FiY4ir rr ... T+,•.i+daiii+.a Y..• iii+i!{IFT b•k4litFF.T=ab+!■lli�ili ri..#r*•T#FTT•Tr F+ a) Eleva ti rz • • •blx x.i.T ••T T•.}T■!•ii lirFr r.. l+Tb F+lii b y y b T 7 h i F i 4• r� 9+� 4�T li F i =! ■ r*+ i+ b h+ br i+. i hlr. +af Ti T+bxtk.. ....f f ifi'rt....T• • e# f Fl itx r ray- ... f _. a+, Plan ANSI w3x! 1 72 International Conference of Building Officals I I 12 min ixdr* • i { i . i b++i... FTi'i Tr . A i Y•... l+f.+-`Farr r. T=+. r i y F Yf ix-F*+*+,hr...a -.'•lLbk'W'.T .x bTT■F!• a' b�F•b rilFbt••+•fi•*!T•■ltr r4.r rTTr t d. 4'$ lib b+r dbid6ii** b p1mp*+b r■ lFrrdbr+•MpT+ii+k i.i..r. a) Elevation *. a,•+# -1 b i —d- T 4 R r T s 1 revs m b b* T r soon r$ i i f d q} r 66 i b r r z# i -4 ■ 1 SO r i#+. a l d .. r .... p. +# i d i. i .. i.•'a T r T b}. r* i r r i &.--. 4= a=+{ R f i k d- #. FaT+ab+bk FFiT`k..a*+.b li h++i Fi#. ra.f.. d. .i :r. a • + r • r d .. i i .. + �i # k + # + x + d . i ..... a ... �. a a a ) Plan 12 min 305 T shall 13oor closers 0 pos, IM 0 a a z M open position of 12 W1.11 be five seconds mini u For other than fire doors the required force for gusg v��en o�u�.�.�g vpe� sha�1 fie: r 1. Inten'or hi-ncrbed, door: 5--0 pounds, maximum 2. Sliding/folding doer: 5.0 pounds, maximum Handles,, pulls, latches,, locks and after operable parts shall have a shape ea.�y to grasp with one hand and does not require fight grasping, tight pinching or twisting of wrist* thresholds, ff proviLded, shall be 3/2 inch (13mm) high maximum. Exten"or residential sliding doors shall be 3/4 arch (19mm) high maximum. Bottom 12 inches (305mm) of all doors EXCEPT automatic doors, power -assisted doors and sliding doors shall have a smooth uninterrupted surface. ANSI4.13.10, .11, 46 International Conference of Building Officals 411 0 � 1 + www. SPACE A LO AN Q W CENNO f # i i •* t F . . t ■ F T F t t .i . Stu. •■ �• .w}` �� • f T f a F Y '� 9 F# f � .ice+t F •+N _ a ■ .■. .mow +y i ■ a ra s �y i # 4 _ Cx * + + c • / ■a# # i ��+�,. "i �`�■ ..................... 4 i` ti■#iia •a*w:�■,** *iai+e*r �i.�'*iiia � a wF�a ���t; ■ t } � # i'• '�'- '■,'■ �2f �i!`�t � �� #■� � � s~a �*e at4�+fay �4 � � i■� �'!�!■'� #'�fii+ }Ti *;+'E i� i f i ► b i ■ t+ ` s*i i tib*■'�}iiia+`fes f 510-635 X = 0-20 ITEMS WITHIN DASHED LINES ARE WITHIN REACH OR EATER NOTE: x - Reach depth, y = Reach height-,., Clear knee space, z is the clear space below the which shall be at lemst as deep as the each disks, X. ANSI 4.2.5 TABLE 60 International Conference of Suildj*ng Officals CLEAR FLOOR OR GROUND SPACE SHALL EXTEND NO MORE THAN 25 in (635 rrtm) UNDER THE OBSTRUCTION �YJY� 4�4 S Jk�r V4. Em F # ,t• } } t + • +•w . T •F # F # w w # + F } + � •� + f w wi � T t +iF w # ■ F a '�� �� �* �� � ■fes �� �� �4 � 48 CLEAR FLOOR OR GROUND SPACE SHALL EXTEND NO MORE THAN 25 in (635 rrtm) UNDER THE OBSTRUCTION �YJY� 4�4 S Jk�r V4. Em SPACE ALLOWANCE.S 10 max asn", 4mk 0 o-�n INK International Conlerence of SuMing Officials 61 Appendix 1V 4*26 H dxalls, .. #Tub and ShDwer Seats (a) Shelves #*.24 ' Hzmdx&Us . GrabRaxs d Shower Seats,, 0 rQ ADA Access"ibil'ity Guidelines Fig. 38 (b) Closers Storage Sheives and Closets *2 6. IL * G -en cral. AE h and ra grab bars-, d tub and shower seats requtred to be acces- sible by 4,11 c - 11 4.8., 4.90 4.16. 4.3 7.0 4.20 or 4.21 hall comply with 4,26. 4.26,2* Size and Spacing of Grab Bari and HsndralIs. The diameter or width of the grippes surfaces of a handrail or grab bar shall be 1- 1/4 in to 1- 1 /2 in (32 mm to 38 m3n) . or the shape shall provide an equivalent grip. ping surface. If handrails or grab bars are mounted adjacent to a wall, the space between the wall and the grab bar shall be 1- 1 f2 in (38 rxirr}) (see Fig. 39(a). (b), (c). and (e)). Hand- rails may be located In a recess if the recess is a rna)dxnum of 3 in (75 mm) deep and extends at least 18 in (455 mxxi) above the top of the rail (seg Fig. 39{d)). 4.26.3 Structural Stre a The structural strength of grab bars, tub and shower seats, fasteners, and mountirV devices shall meet the fallowing speciftcat#on: (11 Bending stress [n a grab tsar or seat induced by the maximum bending moment from the appllcaUon of 250 1bf (i I I2N) shall Thompson Publishing Gra-yap, Inc. be less than the allowable stress for the material of the grab baror seat. (Z) Shear stress induced in a grab -bar.or seat by the application of 250 Ibf (I 112N) shall be less than the allowable shear stress for the material of the grafi bar or Neat. If the con- nection between the drab bar or seat and Its mounting bracket or other support is consid- ered to be fully restrad.ned, then direct and torsional shear stresses shall be totaled for the combined shear stress, which shall not exceed the allowable shear sues$. (3) Shear force induced in a fastener or mounting device from the application of 250 lbf (11 12N) shah be less than the allowable lateral load of either the fastener or mounting device or the supporting structure, whichever is the smaller allowable load. (4) Tensile, force induced in a fastener by a direct tension force of 250 Ibf (1 i I2N) pias the Max-imum moment from the application of 250 lbf (1 112N) shall be Less than the allowable withdrawal load between the fastener and the supporting structure. (5) Gran bars shall not rotate within their fittings. August 1i App. I * Page 227 0 :E CO JJ %%&& ! E. ry 4M 1 e C #*.24 ' Hzmdx&Us . GrabRaxs d Shower Seats,, 0 rQ ADA Access"ibil'ity Guidelines Fig. 38 (b) Closers Storage Sheives and Closets *2 6. IL * G -en cral. AE h and ra grab bars-, d tub and shower seats requtred to be acces- sible by 4,11 c - 11 4.8., 4.90 4.16. 4.3 7.0 4.20 or 4.21 hall comply with 4,26. 4.26,2* Size and Spacing of Grab Bari and HsndralIs. The diameter or width of the grippes surfaces of a handrail or grab bar shall be 1- 1/4 in to 1- 1 /2 in (32 mm to 38 m3n) . or the shape shall provide an equivalent grip. ping surface. If handrails or grab bars are mounted adjacent to a wall, the space between the wall and the grab bar shall be 1- 1 f2 in (38 rxirr}) (see Fig. 39(a). (b), (c). and (e)). Hand- rails may be located In a recess if the recess is a rna)dxnum of 3 in (75 mm) deep and extends at least 18 in (455 mxxi) above the top of the rail (seg Fig. 39{d)). 4.26.3 Structural Stre a The structural strength of grab bars, tub and shower seats, fasteners, and mountirV devices shall meet the fallowing speciftcat#on: (11 Bending stress [n a grab tsar or seat induced by the maximum bending moment from the appllcaUon of 250 1bf (i I I2N) shall Thompson Publishing Gra-yap, Inc. be less than the allowable stress for the material of the grab baror seat. (Z) Shear stress induced in a grab -bar.or seat by the application of 250 Ibf (I 112N) shall be less than the allowable shear stress for the material of the grafi bar or Neat. If the con- nection between the drab bar or seat and Its mounting bracket or other support is consid- ered to be fully restrad.ned, then direct and torsional shear stresses shall be totaled for the combined shear stress, which shall not exceed the allowable shear sues$. (3) Shear force induced in a fastener or mounting device from the application of 250 lbf (11 12N) shah be less than the allowable lateral load of either the fastener or mounting device or the supporting structure, whichever is the smaller allowable load. (4) Tensile, force induced in a fastener by a direct tension force of 250 Ibf (1 i I2N) pias the Max-imum moment from the application of 250 lbf (1 112N) shall be Less than the allowable withdrawal load between the fastener and the supporting structure. (5) Gran bars shall not rotate within their fittings. August 1i App. I * Page 227 Appendix IV 4.3 Accessible Route 255 (a) Clear Fovr Space 30 760 Parallel Approach NC (b) High and Low (C) Maxirnurrz Side Ruch over Obstruction Fig. 6 Side Reach 4.2.6* Side Reach.. if the clear floor space allows parallel approach by a person in a wheelchair, the maximum high side reach allowed shall be 54 in (1370 r.) and the low side reach shall be no less than 9 i (230 above Lhe floor F* a and i Side Reach UmIts UFAS Q AJ � ALJA ACcessibility Guidelines 4-o213 Detectable WanUngs.,, 4.�9.1 Geneml. Detectabio warnings redu[r-ed by 4. .I and 4_7 shah comply with 4.2 9. 4.29.2* DetectabIe Wanaings vn Walking Sur&ccs-t Detectable warnings shall consist Of raused truncated domes with cx d(czrneter of nomqzcV J. 9 art 12,3 nuN. a he%ht Of nominal 0.2 trz (5 mixt and a center- to- center spacvig of nomiruxi 2.35 ire (60 rTtrrO and Shad caritrast uisucxity with adjoining surfaces, either light -on - dark, or dark-on-Iigltt. 7�te rrurterial used to provide coRCl-ast ShCc.tl be an 'ittte-gx-aI ,ptxr-i v. f' the umikrng s ur_ fuce..De[ect- Qb�e wc.�rnings users on interior surfaces shalt d 'er.frorn aeJavxLr-g walking surfaces to res at- tency or.saund-on-cane contact. 4.29.3 Detectable Wan:llngs on Doors To Hazardous Areas. (Reservedjl 4.29.4 Detcctle WsLrnings at Stairs,, (Re-seruedi. 4.29.5 Detectable Wamings at us VehiculayAreas !k}. i � �{. wak CMSSes or Rdjoins a vehicular way,, and the walk'ng r17 -c .rffirl9, or ether elernenLs i ' nan Oas and vehicular belween the ae boundary tinuous .-rera!s shall be fined con- �lPl M bice 6 I (915 ) l-cl , COMwith 4.29,2, 4.29-.6 Dete.abW arnlngq at ReflecUng pouts. The P 0 0 1 S s n;--i'edges Of reflecting -Drot-ectedslings., ] l l OF rt-electabte wamiligs coniplying with 4.2+2. 4.29,7 Stain ida t-.. (Re,-,serocd). 4.b3O Sigilage; 4.3 0, 1 e ral ig -1--cl e req I access� (e .1 Shall comply l ,phr u�� . } 4.30.62* Character PraDortion, Letters and numbeirs on signsall hivea wfdLh-to�hefght ratio between 3:5 and 1: 1 and a strOke-width. -*t ratio between 1: age 230 * App. I Appendix IV 4-v29 Detectable. Warnl,ngs x.30.3 Charo[��Qr .�`�eigtt�. Characters cu -td numbers on sirens s�taI[ be sized accard%rW t,0 tttc viewtrcg distQrueJrom which they are to be react. The rnirlimccrn hefgh[ is measur-ed ustrlg an uPper ccxse X. Lvu)er ease clzczracters. trre p.er-mittect., Hel*ght eve Nimmum Finished .door Character H e�ght 'Suspended or Projected OvCrhead In 3 in. (75 rnrW mtntmurn cOmP'Lance wfth 4.4.2 4.30.4* Raised and Brain ers and Pctoriuz synboz si axzs (P'ietvgraxrLs). Leiters and nurnerais shad be raised 1/32 in (0.8 nzm) minimum, Upper case. sins sent' or strrrple sertJtype and shall be aecornpanfed uJi[Pt Grade 2 Brasile, Raised characters shall be at least 5/8 iii (16 mm) high, but no higher than 2 in (50 mm). picto- grams shall be ticcorrtpanied by the equivalent verbal description p?aced d�recjlj below the P tcio �x��r.7Zrnension of the picto- gram shat be fi to (252 mrro rnzn- UrIUrrt in heigfit. 4.30,5* PinLsh and ContrcLst..'The chiarac- ters and back -ground of s gns shall be eggshell, Matte. or Other non-glarefinish. Characters and symbols shall contrast with their either lighL characte-r!3 on a dark background r d -ark cheziracters on a light background.. 4.30 Mountie ton and Hi# �Wtcre- Permanent iderffijicatioll L; provUed ror terns and.c',S *� shall be fled on %mr - Lhewall ut he l t f � z there i f space , he door-. doubleOJ the door,, tricludin to Lhe Icitch side 9 Ut leaf doors, f - ill be placed oT2 the nearest Lvc111. -"OUT-Iting height shall be 60 irl (1525 miro aDOV e) tr ds ; r to the Ce111erT;17 . . be sO thctt a nerson may czpp-oach udUhin 3 in (76 rnrro o " szarlctge Iviffin. lit encountenng piro- trudi-Tigre 1- sir ig witl i7 Z ttle SLv ing of a oor. *30.7* SY-Mbols Of Accessibility* (1) il idenIff..Les aTId efL>Ments u' led as accessibie by 4.1 S'hall use the International b 1 Of accessibility. February 1992 ADA COMPfianC6 Guide Appendix IV (a) Proportions International Symbol of Accessibility Display Conditiolls International Symbol of PAA, &­� (C) Internaflonal TDD Symbol (d) International Symbol of Access for Hearing Loss Fig. 43 International js Tho-r'npson Publishing Group, Inc. ADA Access ibil ity Guidelines symbol shall be dSsplayed as shown in Fig. 43(c) and (b)lt (2) Vokane COntrol Tel6phones.. Tetephorws requil-ed tO have a L*I=e cOnftvl by 4J.3(17)jb) ShaU be WRntffLed by a sign contaOlng a deptc- t0n of a telephorte handset Lvith radfattig sound xaves, (3) Text Telephones. Text telephones utr-ed bytdmty7ed by the ttOOal TDD sYMbOl ft 43(c)). in axldoDrL a facility has a public wxt tetephorle., dtreCttonal -s4nage kufka"ng the kxatton ofthe nearest text telephDne shall be placed adjacent to aR bclnk'5 Of telePhonesr which do rwt contain a text telephOne. Such directkrLal s,jg� shaU inc, the 'r���tOnal TDD Sg�_ If afacUlty has banks of teLePhones,, b4e directiOnal s9nage Shafl be PrOvfiAld at the entrunce te,g., in a buMing directory)d (4) AssistiMUsten[nn S Y S t�.s. In cxssembty areas w here PermanentlysIs ffn7l Usten ing ys d assisave tl-� arle required by 4.1,3091(b) the amaczbilay of such systerns,shaU b, identi- fied with stgu,�e that incLtd-es tt�e ftitemational syn'h01 of accessfOr hear&W los-S ft 43(d)1MY 4*30.8* Illumination Leve Ls. (aeser'vecU. 4.31 Telephones, 4.31.1 Gener8l. Public telephones required to be arcessiNe by 4. 1 shall comply with 4.3 1 4.3 1a2 Clear Floor or dear d 8 floor or ground space, at least 30 in by 48 In (760 =n by 1220 mm) that allows either a forward Or parallel approach by a person using a wheelchair shall be P-Mvided at telephones (See Fig, 44). The clear floor or ground space shall COMPlY with. 4.2-A. Bass -.p enclOsures., and fixed seats sh not Impede approaches to telephones by People who use wheelchairs., 4.31.3* Mount'U9 ]Ele4ghta T11e highest Operable Part Of the telephone shall be withtn the reach ranges sPecifted in 4. 2.5 or 4.2.6., 4.31.4 Protruding oibjects. 7% h 0 shaU cOmplY with 4.4. tep , nel August 1991 App- IV -P Page 231 MEDICI k rAE31 w NETS AND MIRR.OR ANSI 4.'16.5 International Conference of Building Officials 85 i. ACILITY ACC SSI ILIP4, i � CL � FLS � SP 4� min F MEMO-RoMF i 1 525 455 WATE;; n C 0 S TS SECTION 3105 (b)2.., ANSI 4.17 86 International Conference.9uding p�icas Aid pis I u y Qr- d -.a_.. 4:.4, wr' FACILITY ACCESS'l ILITY 12 max 305 �4 min Wheve SpaCe perMitS., extend arab bar on tran.sfer side. 'I-,' TOILET PAPER N ■ 10 4b W Lit A. OD 12 m't n 12 min 305r '.305 mit.. I *• *� • i # i �i* #i#00 !##si# dp f i M +�1h � + i i i i # # #i9�2 i * � Rk 40 0 ■ i *#* #i# ! i4� t # 0i IL i �X-*# i#i ##� 12 max 305 �4 min Wheve SpaCe perMitS., extend arab bar on tran.sfer side. 'I-,' TOILET PAPER DISPENSER WAT R C OS TS SECTION 3105(b)2., ANSI 4.17 International Conference of Building Officials 87 1\I N OD DISPENSER WAT R C OS TS SECTION 3105(b)2., ANSI 4.17 International Conference of Building Officials 87 1\I E k 0 17 mit 430 I CLEAR �4�d1 i # F e o I FLOOR I SPACE t ; �z A 0 LEG C 11 min LEARANCE ..,.,. w%W ., TOE CLEARANCE 114. 7 min FIXTURE DEPTH MMINOWI&WA TE: Dashed ling indicate;i dis- nsi nal clearance t` opiional under fixture losure. International Conference of Building Officials 91 s � ■ max �z A 0 LEG C 11 min LEARANCE ..,.,. w%W ., TOE CLEARANCE 114. 7 min FIXTURE DEPTH MMINOWI&WA TE: Dashed ling indicate;i dis- nsi nal clearance t` opiional under fixture losure. International Conference of Building Officials 91 W Appendix {V A4.15 Drinking Fountains and Water Coolers A4.15 Drinking Fountains and Water Cool.er& A4. 15,2 Drinking fountains with tz.,�o sporiLs can assist both handicapped people and those people who find it difficult to bend oder. A4.16 Water Closets. A4.16.3 Height Preferences for toilet sat heights vary consideramong disable people- Higher seat heights may be an advantage to some ambulatory disabled maple but a disadvantage for wheelchair W02C.141 UP 455 E1 Fakes transfer position, swings footrest out of the gray* sets brakes. Removes a rm re4 transfers. Takes transfer posit it o n, removes armrest, brake& Thompson Publishing roup, Inc. UFAS users and others. Toilet seats 18 i (455 high serer t . be a reasonable compromise. Thick seats and filler rings are available to adapt standard lures t these requirements. A4. 16.4 Grab Bars. Fig. A5(a) and (b) show the diagonal and side approaches most cornmon� used to transfer from a wheelchair to a water closet Some wheelchair users can transfer from tr:e frost of the toiled while others use a 90 -degree approach. Most people who use the two additional approaches can also use either the diagonal approach or the side approach. Moves wheelchair out of the way, changes position some people fold chair or pivot it 90" to the toiled. (a) Diagoilad Approach Transfers. (b) Slde Approach Fig. AS Wheelchair Transfers August 1990 P � r toiled releases brae. 'setons on toilet App. I * Page 127 ASA Accessibility Guidelines 6. 2 Ent,iCeC, At least one accessible entrance that complies with 4.14 shall be protected from the weather by canopy or roof overhang. Such entrances snail Incorpo- rate apassenger loading zone that complies With 4.6.€7, $.3 Patient Bectrooms, Pmvide accessible patient bedrooms in compliance with 4.1 through 4.35. Accessible patient bedrooms shah campy with the fallowing: (1) Each bedroom shall have a dear that complies with 4.13., EXCEFiiON: Entry doors to acute care hospi- tal bedroorns for in -patients shall be exempted cram the requirement in 4. I3.& for maneuver- ing space at the latch side of the door if the door is at least 44 in (1120 mm) wide. (2) Each bedroom shall have adequate space to provide a maneuverl.ng space that complies with 4.2.3. In rooms with 2 beds, it is prefer- able that this spare be located between beds. (3) Each bedroom shall have adequate space to provide a rrrintmum clear floor spare of 36 in (915 mm) along each side of the bed and to provide an accessible route complying with 4.3.3 to each side of each bed. 6.4 Patient ToUet Roo 9,, Where toilet/ bath rooms are provided as a part of a patient bedroom, each patient bedroom that is required to be accessible shall have an accessible toilet/ bath room that complies with 4.22. or 4.23 and shall be an an accessible mute. f44A�*-Z-1-if-A ZVI. V I -it -0 7a, I. General,, In addition to the requirements of 4.1 to 4.35, the design of all areas used for business trazisactions with the public sha31 comply with ?. Page 238 - App, IV Appendix IV 7.2 Sales mad Service Coters, Teller Windo Wfor-ic, an Co ters . (1) in department stores and miscellaneous rets stares where counters have cash registers and are provided for sales or distribution of goods or services to the public, at feast one of each type shah have a portion of the counter which is at least 36 in (915 nun) in length with a maxiinum height of 36 in (915 mm) above the finish floor. It shall he on an accessible rout complying with 4,3. The accessible counters must be dispersed throughout the bufidi.ng or facittty. In alterations where it is technfcalIy infeasible to provide an accessible caunter, an auxiliary counter meeting these requirements may be provided. (2) At ticketing counters, teller stations in a hank, registration countess In hotels and maiels, box office ticket counters, and other counters that may not have a cash register but at which goods or services are sold or distributed, either; L0 a portion of the mafn counter which is a rrLnimum of 36 Ln (SIS mm) in length shad be provided with a maximum height of 36 in (915 mm); or (ii) an amciiiary counter with a maximum height of 36 In (915 rnm) in close proximity to the main counter shall be provided; or viii.) equivalent facilitation shall, be pro- vided e.g., at a hotel registration counter, equivalent faclitation might consist of: ( l.) provision of a folding shelf attached to the main counter on which an individual with disabilities can write, and (2) use of the spare on the side of the counter or at the concierge disk, for handing rnateria3s bask and forth). All accessible saes and service coun- ters shall be on an accessible mute cvmpbYi-rig with 4_3. August 199, 1 (31* Assistive, Listening Dices. (Reserved) ADA Compliance u ids,. T�,SLW 16-U 2-38 HO€�IZ0�ITAL FORCE- FACTOR,Cp 2. Nonstructural Components 6. Anchorage for suspended ceilings and light fixtures NEW FOOTNOTE 11 -Light fixtures installed in suspender S�illll��iiiijlil)�Ill�IIIIIIIIIIIIIIIIII12k, 01111111111ceiling systems must be u structure above U.B.C.• Part Ill- Standard 25-2 Lateral Design Requirements • Requires independent fixture support for light fixtures • KNOWN EARTHQUAKE HAZARD! Structure above M Suspended ce fling US C page 1-337 & 3-781i.o• Adds UBC Standard 25-2 and deletes recog,nized Standards ASTM C635 and C636. U •UBC Standard 25-2 is similar to UBC Standard No. 47-18 from the 198.8 code. • Part 111 of the Standard contains provisions regarding lateral restraint and independent wire support flight fixtures which are unique to the UBC and not contained in the recognized standards,