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Home My WebLink AboutPLAN ANNALYSIS AUG 7 - 94-00016 - Stones Town & Country - Addition1 General Project Number.* NONE Address: SO . HWY. Occupancy: B1,B2;B1 Type of Const : V -Nr II -N Na corrections required, City of Rexburg Engineering Department 12 North Center/P.O. Box 280 Rexburg, Idaho 83440 (208) 359-3 020 Plan review based on the 1991 Uniform Building Code Name: STONES TOWN & COUNTRY Report created using Plan Analyst saftware Portions of the material contained in this Uniform Building Code ( 1991 edition) with Conference of Building officials. # SHEET IDENTIFICATION Date: August 7, 19 9 4 Contractor: NONE Architect: JRW ASSOC. Engineer: TANNER Plans Examiner: JOE LAIRD by program are permission CORRECTION uFnrrTnFn General correctionsNo . . Project Number: NINE Address!. SO • HY■ i Occupancy: B1,g2;g1 Type of Const: V-N,II-N OK SHEET City of Rexburg Engineering Department 12 North Center/P.O. Box 280 Rexburg, Idaho 83440 (208) 359-3020 Plan review based on the 191 Uniform Building Code IDENTIFICATION STONES TOWN & COUNTRY 9-5622 reproduced from of International Date: August 7, 1994 Contractor NONE Architect: 3RW ASSOC. engineer. TANNER Plans Examiner: JOE LAIRD 0 nm Is a complete site planrovided'?P the � Is the roofing class C, redwood or cedar shingles, or better? Is the roof ing approved for win area? ds in this C � Are drains and overflow drains or scu pp� provided? �s Da a1l sheets have stamp and si nature of architect or engineer? � a� Are all glazed areas in hazardous locations (5406 & (d) ) glazed with safety materia? Is attic ventilation provided? � 7 Is an attic access provided? I J Is an automatic sprinkler system provided iri required areas? Are all occupancies at or below allowed,? C � Does the area separation wall cvmgly with z hr construction? Does the area separatic�.� wall have a parapet or protection at the roof ? [ � Are the openings in the area separation wall l. 5 hr rated? Requi red correctionsfor o. Page Project !do STONES TOWN Address:HWY� K SHEET IDENTIFICATION QUESTION -FM_ Do Occupancy ions have correct construction? Are all openings in the occupancy separation rated as required? Da all exterior walls have the correct f ire -rating ? Is aparapet wall provided on all walls requiring vie? � •�•-- Are all openings in the exterior walls requiring Protection prnt�ated? [ � Are all wa�lS rahere openings are prohibited without openings? 1 ---- Are draftstop(s) provided in the attic? Are all openings in the exterior walls requiring protection protected? Are all walls where openingswithout openings*? are prohibited exterior walls construct noncombustible mater* ed of Are interior walls constructed of noncombustible material. I>R Are roof /ceiling assemblies constructed noncobustible material.? of Number of ex�.ts correct?. In areas where 2 or more exits are r does separation of exits comply? ��u�-red, Are all meas within the maximum allowed trammel distance? [ 1 Are landings 3304*(16) & (j)?provided at all doors per Sec., Required corrections for: pages # 2 Project Id: STONES TOWN & COUNTRY Address : SO . HWY . OK SHEET TDENTIk'ICATICIiV QUESTION [ 1 PEW - Are all double dwithout manually operated edge or surface bolts? Do doors from areas with an Occupant load50 yr more and H areas swing out� of Da the exits from all areasravid€� th minimum required width. ? � e Are all doers to 11111 corridors 20 minute assemblies? A openings other than doors protected with 3J4 hour fixed glazing.? 1 .—..•— In corridors where 2 exits are required are there dead ends 20 feet or less.., � W •---- Is corridor witLE10ut an intervenin room other than a foyer, lobby or reception room? � --- Are the walls of the corridor i.�r J assembIies? Is there 1hr Protecti on from bath sides at the corridor ceiling.? Is handicap access provi ded to the building? Is the spout of a drinking- fountain. within 36 inches of the floor? Are toilets provided for the handicapped -w.> ----- If the handicapped water closet is not in a cQmpartment, is the required clear area - provided? If the handicapped wader closet is in a cvmpartment, is the requ.ire�. clear area prodded.? If a urinal is provided, is the clear area provided. ? Required corrections f Project Id: STONES TOWN & COUNTRY Address & SW. OK _SHEET IDENTIFICATION Is the requ red 29 inch clear height provided one lavatory? Is the battam 0f one mirror within 40 inchesof the floor? Are the grab bars shown with the right length. and height-,? Are manufacturer's details included far trusses, ars building? ani Is a complete foundation design included? If required, report inelud Are a is there a copy of the soils ed with the plans? design loads shown on the plan? Da all beams have support to the foun a ion, C � Da all bearing wally have support to the foundation? -- --- Are all beams adequate o support the loading on it? � � Are all headers adequate to support the loading on it? C � Ok Is the stud size and spacing correct? Are all rafters within the maximum a1lQwed span? � � "�—'—'--- Are a floor Dan? 3within the allowed smaximum span? 0 Pry l ect Number: NONE Address: SO , HWY . Occupancy: BI,B2;B1 Type of Constow V-N,II-N NOTE a. The City of Rexburg Engineering Department 12 North Center/P.O. Box 280 Rexburg, Idaho 8344.0 (208) 359-3020 Plan analysis bas the 1991 Uniform Buil STONES TO code items listed in this listing of X11 possible code re selected sections of the code, Report created using glare BC. It is a guide to Feet 60. rvL t.-Lt1"zD Vt LIiu Iilc3L@flat Cc Uniform Building Cade ( 199 Conference of Building Offi SECTION # 1 DIRECTION BOUNDARY NORTH Building EAST Property link SOUTH Property line na 1 y'§ main I e d i 6ials report nments m, softwar(� d in this 1 on) i++Tl th WEST Public way Area increased 50 , 00% for P� onS� ding Code, a &A- �a COUNTRY Con 'l Engin Plans Date tect. � e not i the d a�+ er fiqt 1991 by b\wj & a. program are Permission August 7, 1994 NONE JRW ASSOC. TANNER ere. JOE LAIRD ded to be a complete BC. It is a guide to (719) 599--5522 reproduced from of International FIRE PROTECTION 0. 0� Feet p. 0 Feet 6 0. 0 `, Feet 60. 0 Feet 3 8. 0 ,Feet 38. 0 Feet 6 4. "Nppen, 0 Feet 114. 0 Feet area on 2 sides. FL NAME OCC NS,,,PX FLR AREA ALLOWED RATIO STATUS map �� == M"� �Mwm Retail Sales Room B2 ok 1 Repair Garage 1 Service Statix 1 ok 1 Office B2 ok TOTAL FOR FLOOR BUILDING TOTAL 2960 12000 O.25 ok 3115 12000 0.26 ok 3797 12000 0.32 ok 1330 12000 -0011 ok 11202 12000 0. 9 3 ok 11202 12000 0.93 ok Page # 2 Code review for.. Project Id.: STONES TOWN & COUNTRY Address : so . HWy. The actual height of this building is 12.0 feet. The maximum height of the building is 40.0 feet. -- Table 5-D EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 17-A & Table 5-A NORTH OCC BRG NON-BRG OPNG WALL WALL PROT B1 lhr* lhr* NOP B2 lhr* lhr* NOP EAST BRG NON-BRG OPNG WALL WALL PROT Ohr Ohr None Ohr Ohr None The exterior walls are required to be of treated wood or one-hour fire -resistive SOUTH WALL Ohr Ohr WALL Ohr Ohr L0.160.0 -N WEST BRG NON-BRG OPNG WALL WALL PROT Ohr Ohr Ohr Ohr noncombustible, fire -retardant construction, __ Sec. 702.(c) None -- Na fire protection requirements for openings. Prot -- openings are t� be protect W1 h 3./4 hr fire assemblies, area of the wall maximum. Sec.. 504. Maximum single window size is 84 sq�ft��wit�ena�2a3. & Table S --A 6 [7Y'E�atr�r �hn�, I -� �� _� � _ _ _ dimenslan None Nine 50% of the �46 ,-- pec. 4306. (h) NOP Openings are not permitted inhis wall. * __These walls may be rewired to haveinches�ng. Tis para�et wall 30 incesmove the ro�afihe �ara�et wall required to have the same dire rating as the wall. See section 171x. dor details and exceptions. � ons. OTHER BUILDING ELEMENTS Tabl e 17-mwA ELEMENT Interior Bearing wall MATERIAL RATING NOTESOTE� Any Interior nonbrg wall Any a hr dee Footnote #C Structural FrameAny � hr �� 0o no # 6 Exterior Struct Frame � hrFootnote #�;�'lavr/Cei 1 ink Asseir�.bly A�� r See dee footnote #1 RoofCe/iling Assembly AnyY �r See Footnote #9 Stairs 0 hr Sem Footnote #6 Any Nene FOOTNOTES 1) Elements in an exterior wall located where apen�.�.gs are not perm'tted where protection of openings is required, shall be protected aainst external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. --- Table 17-A, footnote 1 6} Serv.1ce stations including canopies shall be of noncomhust' fire -retardant treated woad, or lhr f ire--resisti�re, _ 1ble, Roofs of ane -story stations may be of heavyimlmrtimber. -- Exc. Sec '702. (c) Canopies mai have approved plasticpanels.._ # See section 5213 far restrictions . �' Ex . #2 9) In arias with vehicles or airplanes the flour surface shall be of noncombustible, nonabsorbent materials. -- Sec. 702.(c) & 902,(b) DRAFT STOPS: If there is combustible construction i Mops shall be installed so exceed 3030 square feet and does not exceed 60 feet. -- treat the so that n the roof/oiling assembly, draft area of concealed space does not f- 11 gn lei 0 m ilwj- �.6wiiL.#_L ulmensiort jDetwnen stops sic. 2516 e (f ) 4,h., B * (iii) Cade review for: Project ect Id.:c� STONES TOWN & COUNTRY Address: SO. HWY . OCCUPANCY SEPARATIONS -- Table 5-B B1 -B2 1hr Separation between a canopy open on 3 sides and a Y'etall store iS not required if : 1) Store is IPR-c%% +r,pi„ ov .,� .. 2 ) Store has 2 exits on separate Y �L islands are not located within 20 503. (a) ex #5 AllllITIONAL SEPARATIONS FOR B 1 OCCUPANCY: A 1hr occupancy separation is required central heating unit greater than FOR B 2 OCCUPANCY: A 1hr exterior walls. 3) pump feet of store. - Sec. around, rooms containing a boiler or 400 000 BTU input. -- Sec. 708. ---�-�•-I ��VCL-L a Ili- Un is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input, -� sec. 708, SECTION # 2 DIRECTION BOUNDARY NORTH EAST SOUTH WEST Property line Property line Bui lding Publ ic way area increased 62*50-0o-- SEPARATION AREA INCREASE 100. 0 Feet 45.0 Feet 0. 0 Feet 195.0 Feet for open area FIRE PROTECTION 100.0 Feet 45. 0 Feet 0. 0 Feet 145. 0 Feet on 3 sides. FLNAMEOCC MAX FLR AREA ALLOWED RATIO STAT(7S ------------ 1 ------------------------------ -------------- Repair GGarageB1 ok 6775 19500 0.35 ok TOTAL FOR FLOOR 6775 19500 0.35 BUILDING TOTAL ok6775 19500 0.35 ok The actual height of th-ISU]. jLng is i8.0 feet. The maximum height of the building is 55.0 feet. -- Table 5-D EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 17-A & Table 5-A NORTH OCC BRG NON-BRG OPNG WALL WALL PROT B1 Ohr Ohr None The exterior walls are EAST BRG NON-BRG OPNG WALL WALL PROT Ohr Ohr None SOUTH BRG NON-BRG OPNG WALL WALL PROT 1hr 1hr NOP WEST BRG NON-BRG OPNG WALL WALL PROT Ohr Ohr None required. to be of NQNCpMBUSTIBL� material. Sec , 1g01. None --- No f ire protection requirements f or openins, Prot-tJ -- upenings are to be protected with 3/4, hr firs assemblies, area of the wall maximum. Sem. 504. (b) Maximum singles window sire is 84 sc�, ft with �r�ol903 . (b) & Tables dimension greater than 12 feet, - - sic. 43o6.(h) MOP -- ripenings are not permitted in this Wa11. 50% of the 5-A Code review for: Project Id.: STONES TOWN & COUNTRY Address: SO HWY W OTHER BUILDING ELEMENTS ELEMENT Interior Bearing wall Interior nvnbrg walk Structura 1 Frame Exterior struct Frames Floor/Ceiling Assembly Roof/Ceiling Assembly Stair A Noncombustible .Noncombustible 'Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible Table 17-A RATING a hr 0 hr 0 h,r o hr 0 hr 0 hr done Page # 4 NOTES Ste Footnote #5 See footnote #1 See Footnote #9 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 required for exterior bearing wads or the structural frame, whichever is greater. -- Table 17-A f oanoe 1 5) Nonload-bearing walls within a tenant space that are not part of a 1hr corridor may be of.. a) Noncombustible (nonrated) materials b} Fire retardment -treated wood c} One-hour construct* ion material) -- Sic. 1705 v (b). I. 9) In areas with vehicles or airplanes, the floor surface shaof noncombustible, nonabsorbent materials. -- Sec, 702.(c) & 902.(b) OCCUPANCY SEPARATIQNS -- Table 5-B done required ADDITIONAL SEPARATIONS FOR B1GCCUPANCY0 A 1hr occupancy separation is required around rooms containing- a boiler or central heating unit greater than 4017r000 BTU input. --- Sec,. 708,, SECTION A44 EXIT REQUIREMENTS: FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR NOTES _ NEW _______ _LOAD_ REQUIRED WIDTH HDWR CORRIDOR SWING ------------------------------------ ------------- 1 Retail Sales Room 99 2 1.6 No Yes 1 Repair Garage 16 1 0.3 No No 1 Service Station 19 1 0. 3 No No 1 Office 13 1 0.2 No No TOTAL 147 2 2.5 No Yes Rated corridors are to have 1hr fire protection on both sides ceiling. -- Sec. 3305. (q) Door openings are required to be with 20 minute assemblies and window openings are required with labeled 3/4 hour assemblies. -- Se -Ce 3305.(h) Page # 5 Out N/R N/R N/R Out of walls and protected. to be protected Code review for t Frolect id,: STONES TOWN & COUNTRY Address: SO . HWY 0 In areas where � emits are req�x.�red, the minimum separation maximum diagonal of the area -' floor. -- Sec. 3303. (c) Exit signs are required from all areas serving an occu�ant �_ Sic. 3314. (a) Door swing is bayed on Sic. 3304. {b} except as noted. Occupant lead is basted an Table 33-A. Number of exits is based, an Table 33-A except as noted, exit width is in fejt an,cl�sed an Sec_ 3303_(b). Exit width l C +-n}'lam Ai tr]�i rire3 r.,......_...--- .v_ � _ iS 1/2 of the lead of 50 0r more . �-- V -Lu�� aNvi u.x�maLely equally among exits. Width shown for all areas is based on other exits. (o.2} Width shown for 1st floor is based on other exits. (0.,2) Width shown for ether floors & basements is based on stairways. For the minimum width of doors, see Sec. 3304.(f) For the minimum width of cvrridor�� see Sec, 33o5.�b) For the minimum width of stairways gee Sec. 3306.(b) FOOTNOTES: HANDICAPPED ACCESS: 1) Handicapped access is to this building. -- 2) If a ramp is used for Sec 3307.(c) required to at least ,Sec. 3103 . (a) & (b) 3 handicapped access , Provide a landing within 1 inch (1/2 access). of the threshold 5e -c. Thin mi ni.:.��t. --- 0' primary entrance the max slope is inch at doors used dor handicap�ed 31,104.(i) 11y- i«u��` w1u�.�� is same as d,00r width and the mini -- Sec. 3304.(j) mum length is 44 inches, The maximum travel dista.nce in this building is 150 feet, -- sec. 3303.(d) ROIJFING REQUIREMENTS: 1} The roofing an this building is required to 2) See section 3204. and ICBU research reports be Class C --- Table 32-A for requirements. AREA SEPARATION WALL REQUIREMENTS*. 1) The area separation wall is required to be a 2 hr fire assembl - Sec. 505o�f)�. y.- 2} If the building has a projection with concealed space at the area separation wall 1hr protection is required on the projection and the exterior wall each side of the area separation wall equal t the depth of the projection,-- Sec. 505(f)3.0 '� o 33 If the area separation wall terminates at an inside corner, see Icgp article in Ruilri.inq C?tand�.rds' Sep/OCZ 1952 for requirements. 4) A 30 inch high parapet wall is required above the roofing. --- Sec. See exceptions for alternate protection at roof. 5 ) Sem section 505*(f)6. fog" r•pr»� rornr�r►+-� ,.,�,,.,., .._ _v._ 5050 (f)4* separates buildings of differentc"I drea separatlon wall Code review for: Project Id.: STONES TOWN Sc COUNTRY Address: SO . HWY 0 AUTOMATIC SPRINKLER SYSTEMS: zf open zags are not provided in each 50 f eet of ext er for wall or there 1S floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 3502. (b) If there are 100 or more sprinklers, the automatic sprinkler system shall be supervised by an approved central, proprietary, or remote station service or a local alarm which will give an audible signal at a constantly attended location. -- Sic. 3803.. STANDPIPE REQUIREMENTS. There is no requirement A hose is not required. for a standpipe,. --- Table 38-A -- Table 38-A FOOTNOTES: 1 ) The vacation is to he per Sec. 3805.(c),(d),and/or(e) BALL AND CEILING FINISH: 1 � Wall and ceiling finish materials are required to comply with. Sec. 4204.(a) and Table 42-B. 2) Carpeting on the ceiling is required to have a Class T flame spread rating. -- SSG. 4204.(b) 3 ) Textile wall coverings shall have Glaser I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 42-2 -- Sec. 4205. INSULATIC?N NOTES: 1 } Al.1 insulation material including facings are required to have a flame - spread rating of 25 or less and a maximum smoke density of 45(l unless it is in a concealed space and the facing is in contact with a wall or cG113iig r „�..' Sec r 17 14 r (G) e11c • fI 2 2) Foam plastic insulations are required to be protected, -- Sec. 1713. GLAZING REQUIREMENTS: All glazing in hazardous glazing material. -- Sec. ADDITIONAL REQUIREMENTS: locations is required to be of safety 5406 o (d) For B1 occupancy Devices generatinq a glow or flame are required to the floor. -- Sec. 708. The minimum clear height is required to be 7 feet. Parking garages require a ventilation system That per sq.ft. of floor area. -- Sec. 705. (b) For B2 occupancy In all, areas customarily artificial light be 18 inches above --- Sec. exhausts 2.9 709 a (C) 5. 1.5 cpm occupied by humans, provide natural or and ventilation.- -m-- Sec. 705,.(a)&(b) Code review for: Project Id.: STONES TOWN & COUNTRY Address: SO e HWY * HANDICAPPED REQUIREMENTS: NOTE: Section numbers listed below are from ANSI A117.1 -- 1986 WADER FOUNTAINS lj One must have a spout within 36 inches of the floor, Sec. 4.15.2 2) Spout must be at the front of the unit, �-- Sec, 4,15.3 3} Controls must he at or near the (rant of the unit. -- Sec. 4.15.4 & 4,25-o4 4 A cantilevered unit is is tea provide a clear area under the unit of 27 inches high, 30 inche.S wide, and 17 inches deep. -�- Sic, 4.15,5 (1) 5) A clear area of 30 X 48 inches is required at the fountain. The clear area is required red to provide for a forward approach with � ca unit unit and dor a side approach otherwise. -- TOILET FACILITIES �'gSec. 4,15.5 & .27 bfcfd 1 A 5' diameter unobstructed turning space is required in the toilet room. _- Sem, 4,2..3 & Fig* 3 (a) 2 When water closet is not in a compartment, the clear area required a) 48 inches wide by, 55 inches deep with a side a,", roach . -Sec, 4.15.2 & Fig. 28 8 b) 4inches wider by 66 inches deep with a front approach. __ Sec.. 4.16.2 & Fig. 28 cj 60 inches wide by 56 inches deep with both approaches. -- pec. x.16.2 & Fig. 28 d) Side bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall, -- Sec. 4 . 16 , 4 & Fig. 29 The rear bar is required to be 36 inches bang. -- Fa.g. 29 3 When water closet is in a cvmpartment, the area required is a) 56 inches deep by 60 inches wide With a grab bar at the*back and one at the side. Door is .at front or side. -- Fig. 30(a) or b) 66 inches deep by 36 or 48 inches wise with grab bars an both side and door at front. -- Fig. 3p(b) d} If a floor mounted wader closet is, used, the depth dimension Shawn above must be increased 3 inches. -- Fig. 30(a) & (b) e) Side bars ars required to Mart w��hin l2 inches of the Haack wall and extend. to 54 inches from the back wall. --- Fig. 7.56a & 7,56b The rear bar is required to start within 6 inches of the side wall and be 36 inches land. -- Fig. 30(a) 4) The bars ars to be 33 to 36 inches above th...00r& --- Fig. 29(a).(b) & Fig. 30(c),(d) 5 } The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Fig. 29(x) & Fiqw 3Q(d) 6 Urinals, are required to be stall type yr have an elonc�at�d rim and be within 17 inches of the floor. Sec. 4,18,.2 & Fig* 29(c) 7) A � clear area of 30 X 48 inches is required in front of the urinal , Sem. 4. 18. 3 8Accessible lavatories shall�ro�ride a clear area under the lavatory of 29 inches. --- Sec. 4.19. 2.1 & Fig. 31 --- Sec. 4,19:.3 & Fig. 32 9} A clear area of 30 X 48 inches is required in front of the lavatory. 10) The bottom of mirror i s required to be within 40 inches of the floor 1P Sec, 4,19.6 & Faqo 31 . Code review for: Project Id.: STONES TOWN & COUNTRY Address : SO . HWY 0 SECTION # 2 EXIT REQUIREMENTS: FL NAME OCCUPANT NUMBER EXIT LOAD REQUIRED WIDTH PANIC RATED DOOR HDWR CORRTDnP qwTntr_ Repair Garage TOTALNIR34 2 6 No 0*6 No Yes N/11R NOTES Rated corridors are to have 1hr .fire protection an both sides of walls and ceilimg. --- Sec. 3305, (g) Door openings are required to be protected. with 20 minute assemblies and window openings are required to be protected. with labeled 3/4 dour assemblies. --- Sec. 3305. (h) In areas where 2 exits are required, the minimum separation is 1/2 maximum diadanal c�� the area or f loar . -- Sec,, 3 303 . (c) Door swing is based on Sec. 3304 a (b) except as noted. Occupant load is bayed on Table 33-A. Number of exits is based on Table 33-A except as noted. Exit Width is. in. feet and based on Sec. 3343.(b}. Exit width is to be divided approximately equally among exits. Width shown for X13 areas is based on other exits. (p,2) Width shown for est floor is based an other exits. (0-2) Width shown for other floors & basements is based an stairways For the minimum, width of doors, See Sec, 3304o(f) For the minimum width of corridors, sem Sec. 3305.(b) For the minimum width of stairways, see Sec. 3306.(b) FOOTNOTES'O. HANDICAPPED ACCESS: 1) Handicapped access is to this building. -- 2) If a ramp is used for 1:12. -- Sec 3307.(c) required to sec. 3103 . (a) handicapped at least & (b) 3. access, Provide a landing within 1 inch X1/2 inch at access of the threshold.. -w- Sec. 3304. ( i The minimum width is same as door wi rltr nnti _� Sic. 3304- ( j) The maximum travel Sec. 3303.(d) distance inI6 0 S bulding one primary the max slope entrance is of the doors used for handicapped the minimum length is 44 inches. is 150 feet. ROOFING FtE+QLTIREMENTS I ) The rovfing an this building is required to be Class B or better.. --- Table 3 2--dn 2 } See section 3204, and ICBO research reports for requirements. Code review for: Project Id. ; STONES TOWN & COUNTRY Nddress : So. HWy 0 AREA SEPARATION WALL REQUIREMENTS. 1 ) Tne area separation wall is required to be a 2 hr fire assembly. -- Sec. 505. (f )2, 2) If the building has a prajection with concealed space at the area separation wall, 1hr Protection is required on the projection and the exterior gall each Side of the area separation wail equal to the depth of the projection.,-- Sec, 5p5(f)3. 3} If the area separation wall terminates at an insides corner, see ICBO article in 'Building Standards' Sep /Oct 1982 for requirements, 4} A 34 inch high parapet walk is required above the roofing. -- Sec . 505.(f}4. See exceptions for alternate protection at roof. 5) See section 5(35. {f } 6. for requirements when an area separation wall separates buildings of different heights, AUTgNiATIC 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) If there are 100 0r more sprinklers, the automatic sprinkler system supervised by an approved central, proprietary, or remote station or a local alarm which will give an audible signal at a constantly attended location. -- Sec. 3803, STANDPIPE REQUIREMENTS: There is no requirement A hose is not required. FOOTNOTES: 1) The location is to be for a standpipe. -- Table 38-A -- Table 38-A per sec. 3805o(c)r(d),and/or(e) WALL AND CEILING FINISHO i) Wall and ceiling finish materials are required Sec. 4244.(x) and Table 42--B.. 2) Carpeting an the ceiling is required, to have a spread rating. -- pec. 4204. (b) 3) Textile wall coverings shall have Class I flame and shall be protected by automatic sprinklers acceptance criteria of U.S.C. Standard No. 42-o-2 INSULATION NOTES: tO GflniP1y 'Witth Class I flame spread or meet --- Sec , rating. the 4205. shall be service i} Ail insulation material including facings are required to have a flame- spread rating of 25 or less and a. maximum smoke density of 4517. Sic. 1714 . (c) 2} Foam plastic insulations are required to be protected. -- Sec.. 1723. GLAZING REQUIREMENTS; All glazing in hazardous glazing material. --- Sec., locations is required to be of safety 5406. {d} Code review for: Project Id.: STONES TOWN & COUNTRY Address: SO.HWY. ADDITIONAL REQUIREMENTS: For B1 occupancy9 vevices generating a glow or flame are required to be 18 inches above the floor. -- Sec. 708. The minimum clear height is required to be 7 feet. -- Sec. 709t(c)54 Parking garages. require a ventilation system that exhausts 1.5 cfm per sq . ft . of floor area . -- Sec.. 705.(b) 2* HANDICAPPED REQUIREMENTS: NOTE Section numbers listed b�l�w are frc�rn ANSI A117-.1 - 1986 WATER FOUNTAINS 1 } One must have a spout within 36 inches of the floor. -- Sec. 4,15.2 2) Shout must be at the front of the unit. -- Sec. 4.15.3 3) Controls must be at or near the front of the unit. --- Sec. 4.15.4 & 4,2504 4} A cantilevered unit is required to. provide a clear area under the unit of 27 inches high, 30 inches wide, and 17 'inches deep. --- Sec. 4 , 25.5 (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 & Fig.27 b.,c,,d TC3ILE'Y' FACILITIES l) A 5' diameter unobstructed turning spare is required in the toilet roam. �-_ Sec. 4.2 . 3 & Fig. 3 ( a ) 2) When water closet is not in a compartment, the clear area required is: a) 48 inches wide by 55 .inches deep with a side annrnanh_ �- Sic. 4.1G.2 & Fig. 28 b} 48 inches wide by 6E inches deep with a -_Sec. 4.16.2 & Fig, 28 f f rQj at approach w C.) vv 1uuHe!s w1ae oy L3b incnes deep with both approaches. -- Sec. 4.16.2 & Fig. 28 d) Side bar is required to stark within 12 extend to 54 inches from. the back wall. Code review for: Project Id.: STONES TOWN & COUNTRY Address: SO.HWY. inches of the back wall and -- Sec'. 4.16.4 4 } The bars & Fig. 29 Page # 11 The rear bar is required to be 3� inches long, -� Fick, 29 3) when water closet is in a compartment, the area required is.,p R� ) 5C] inches dP�?�"i hV �in i r�rhe�� e.�ir�� If ,tea �.=,L �;,L�,��t �s use�a, the depth c�im+�nsion shown above must be incre�.sed 3 incY�es. -- Fig. 30(a) & {.b} e) side box's are required to stark within 12 inches of the Haack extend. tc� 54 inches from t�xe back wall. --- dig. 7.5Ca & 7.56b The rear bar is required to start within E jnches of the gide w�.�= W �. �.�x d qraD mar at the back at the sideal Door is at front or side. -- Fig. 30(a ) or b) 66 inches deep by 36 or 48 inches wide with grab bars an �aath and dater at front . -- Fick . 3 O { b } d) a f 1 n n r m �-, � � r� 3�- �.� r_z � � .,,,. ... , _ _ _ � 1P _ - u.. s..,�1- .,Long ... -- Fig. 30(a) 4 } The bars are to be 11 t,� ig � �,�hd� �V.....�. �L _ �, _ _ � . 5) sides wall and wall _ � .�Y w.� .��s�� Qu�V� L I Ie r lvor. - Fico _ ag (� ) ,r �,1 Fig. 313tc) , {Cl) The tog of the spat an the water abave the floor:, --- Fig. 29(b) & I closet is required to be 17 to 19 inches Fig. 30(d) are required to be Mall tyke or have within 17 inches of the floor,, -- Sec. 4.18.2 7� A dear area. of 30 X 48 inches is required in an elonqatea & Fig, 29(c) front of the rim and be 4 urinal . Sec. 4,18.3 i 8 ) Accessibly lavatories shall nroviap a �I PA -r n-rcoa 9) 29 inches. -- Sec.. 4.19.2.1 & Fig. 31 yvy MyyM under the lavatory of a clear area oi JU X 48 inches is required in front at __ Sec. 4.19.3 & Fish. 32 r 10) The bottom of mirror is required to be within 40 -- Sec. 4.19.6 & Fick. 31 the lavatory. inches of the floor.