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Home My WebLink AboutPLAN ANALYSIS - 01-00024 - Daniel Clark - Storage UnitsPro] ect DLroject Ar. CITY OF REXBURG ENGINEERING 12 FORTH CENTER REXBURG, IDAHO 83440 t208)359 -M20 P12n analysis bas�d on the I997 Uniform Building Code Number 16 01 a y : DAN CLARN y- RST NORTH Occupancy Construction., - Date Jure STORAGE SHEDS Contractor,0 Architect: E n . . r : Report Y 27f 2001 GAMY CAHOON L CHRISTENSEN NOTE: The code items listed this report are not complete listing of ali possible code requirements Tt is a guide to selected sections of the code. Report created using Dias. Portions of the material from the Uniform Building International Conference DIRECTION NORTH .'T SOUTH WEST Allowable -- Sec. FL BOUNDARY Property line Public way Property line Propert-y line area increased 505.1 NAME intended to be a in the 1.997 UBCS Analyst software contained in this program are Code with the permission of f Building ficial . SEPARATION AREA INCREASE 0.0 Feet 109.0 Feet 4.0 Feet 28.0 Feet 10.% for open OCC MAX FL {719} 599-552 reproduced the FIRE PROTECTION . 0 Feet 59.5 Feet . 0 Feet 2 i 0 Feet area on 2 sides. AREA ALLOWED RATIO T TU Office B ok 570 8800 0.06 ok TOTAL FOR FLOOR 570 8800 0.06 ok 1 Office B ok 5-708800 0.06 ok I Repair Garage S3 ok 1500 8800 0.17 I Storage/Stock Room S2 ok 5500 13200 0.42 ok 1 Office B ok 300 8800 0.03 ok TOTAL FOR FLOOR 7870 11473 0.69 BUILDING TOTAL 8440 22484 -- sec. 504 and Table - Code review for: Project Id. : DAN CLARK 7�ddresso. FIRST NORTH The allowed area for NOTE: Accessory area Seg. 504.3 Page # 2 STOPAGE SHEDS the major use was used for cannot exceed the allowed exc. I mi -nor area in accessory areas. Table 5-B. The actual height of this building is 28, feet. The maximum height of the building i s 40. feet, -- Table 5-B EXTERIOR WALL FIRE RATINGS Tabic NORTH For Bea]--- T-) n. - Occupancy S2 S3 B EAST For Occupancv S2 S3 B SOUTH For Occupancy S2 S3 B WEST For Occupancy 52 S3 B None 3/4 hour Wall I hour 1 h o i-1, r 9- I hour Bearing Wali 0 hour 0 hour 0 .our Bear-ing Wall I hour ' hour L I hour Bearing Wall 0 hour 0 hour 0 hour Not Allowed Non -Bearing Wall I hour I hour 1 hour Non -Bearing Wall 0 hour 0 hour 0 hour Non -Bearing Wall I hour 1 our I hour Non-BeariLng wali 0 hour 0 hour 0 hour AND OPENING PROTECTION 5 -A Opening Protection Not Allowed Not Ailowed Not Ailowed Opening Protect ion None None None Opening Protection Not Allowed Not Allowed Not Aliowe d Opening Protection None None None Construction Material Any Any Any Construction Material Any Any Any Construct ion Materiai Any Any Any Construction materiai Any Any Any Parapet Required Yes Yes Yes Parapet Requ-red No No No Parapet Requ-I'red Yes Yes Yes Parapet Required No No No No fire protection requirements for openings. Openings are to be protected with 3/4 hr fire 50% of the area of the wall maximum, -- Table Footnote 5 & Sec, 503.2.2 Maximums single window size is 84 sq.ft. with greater than 12 feet, -- Sec. 713.8 Openings are not permitted in this wall., assemblies. 5 -Al C no dimension Code review for. Project Id.: DAN CLARK STORAGE SHEDS Address: FRii V TE OTHER BUILDING ELEMENTS Tale 6-A ELEMENT MATERIAL RATING Interior Bearing wall Any 0 hr Interior nonbrg wall Structural Frame Exterior Struct Frame Shan't Enclosure Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs NOTES Any 0 hr Seg Footnote #5 Any 0 kir Any 4 lir See iootnate #1 Any 1 hr Any 0 hr See Footnote #9 Any 0 hr See Footnote #$ Any None NOTE: See Section 711 for shaft FOOTNOTES: 1 Elements r where enclosure exceptions, in an ext r r wall located where openings are not permitted Protection of openings is reQuired, shall-crotected against external fire exposure as required for or the structural frame, grey t r ,. 9) In are -as w-ith vehicles or airplanes,the floor noncombustible, a or t materials. -- Seco exterior bearing walls �� Table 6-A, footnote 1. shall be of 307 .2.2 rro-lect fid.: DAN CLA�� Address: FIRST NORTH PENETRATIQNS OF FIRERESISTIVE ASSEMBLIES WAILS ASSEMBLIES -- Sec. 709.6 Through penetrations: 1} Penetrations shall be installed as ---- Sec. 79.6.2 ff Page # 4 tested in the rated assembly. P nbra-,tons shall ne protected approved penetration fires t stem and shall have an F retro g of not less than -the required rating of the wall penetrated. -- Sec. 709.6.3 Exception: Wkien penetratingitems are steel f ferrolus or copper pipes or steel conduits and the wall 'is concrete or masonry, the annularspace shall be permitted to be grout or mortar. The minimum thickness is the Thickness require_ to maintain the fire rating. The maximum sire f the penetrating mems i equivalent t --inch diameter and the opening is maximum of 144 square inches . -- Sec. 709.6.1 Membrane Penetrations, The requirements are the Sec. 709,7 Exceptions: same as for through penetrations. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a hor-lzontal distance of not less than 2 inches, 2. Sprinkiers with maul escutcheon plates. Noncombustible penetrating items ail no,t be connected t combustible materials on both sides of the membranel s be confirmed that the fire-res-ast-'ve integrity of wall is maintained. �� Sec* '709.7 i -t can rc�lc� rro-lect fid.: DAN CLA�� Address: FIRST NORTH PENETRATIQNS OF FIRERESISTIVE ASSEMBLIES WAILS ASSEMBLIES -- Sec. 709.6 Through penetrations: 1} Penetrations shall be installed as ---- Sec. 79.6.2 ff Page # 4 tested in the rated assembly. P nbra-,tons shall ne protected approved penetration fires t stem and shall have an F retro g of not less than -the required rating of the wall penetrated. -- Sec. 709.6.3 Exception: Wkien penetratingitems are steel f ferrolus or copper pipes or steel conduits and the wall 'is concrete or masonry, the annularspace shall be permitted to be grout or mortar. The minimum thickness is the Thickness require_ to maintain the fire rating. The maximum sire f the penetrating mems i equivalent t --inch diameter and the opening is maximum of 144 square inches . -- Sec. 709.6.1 Membrane Penetrations, The requirements are the Sec. 709,7 Exceptions: same as for through penetrations. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a hor-lzontal distance of not less than 2 inches, 2. Sprinkiers with maul escutcheon plates. Noncombustible penetrating items ail no,t be connected t combustible materials on both sides of the membranel s be confirmed that the fire-res-ast-'ve integrity of wall is maintained. �� Sec* '709.7 i -t can Code review for: Project Id.: IRAN CLARK 1 RST N OR's' STORAGE SHEDS Page # S FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES Sec. 710.2 Through pentrations: I Through penetrations of fire -resistive horizontal assemblies shaliY in tire -resistive shaft enciosLires. - Sec. 710.2.1 - Exceptions: 1. When penetrating .Mems are steed ferrous or copper conduits, pipes, tubes and vents through a single annular space shall be pe=ittedt rout . mortem The minimum thickness i the thicknessrequired to mai0ntain the fire rating. The max-IMUM sizethemetra items equa-valent t -inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. The system shall have an F rating andT rating of not less than one hour but not less than the aired rating system, -- Sec* 710.2..E Exception,: Floor penetrations contained and located within the av ity of a wall... do not require a T ratite Membrane penetrations: The requirements are the same as for througla penetrations, Sec. 710.3 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and rpt through concrete or masonry and the annular space is protected by an approved penetration firestop ea sed y or protected to prevent the free passage of flame and. products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations. . Electrical outlet boxes that have been tested fire-il 3. _Sprinklers with metal escutcheon plates. Fire -resistive roofs may have unprotected- review for& Pro] ect Id. DAN CLARK Address: FIRST NORTH STORAGE SHEDS Page # 6 71 1 rM611 9M�77 aii__ -4 1 Damper. s shail be accessible for inspection and r z ing: 1,. Penetrations through area r ti lls. Penetrations through occupancy separations. 2. Penetrations of the fire -resistive construction of horizontal emit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire -resistive Icons truc-t- ion of corridors are not required to have smoke dampers when sucli ducts are of not less than 0.019 -inch thickness (26 gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Exceptions: 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward. 2. Penetrations of a fire -resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3. Smoke dampers are not required when shaft 'is exhaust only, and 'is used for continuously operating fans. 4. Penetrations of the ceiling of fire -resistive floor -ceiling or roof -ceiling assemblies. Except -'ion. Smoke dampers are riot required. S. Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls whereprotect-'ion of openings L 's is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. Exception: Ventilation system designed to sUPP1Y outside air during an emergency. 4� 8. Smoke dam -cern are requireci in smoke barriers and elevator lobbies. Page # 7 Coqo 10Vlou rot ' Project Id.. DAN CLARK STORAGE SHEDS Address: FIRST NORTE Tff] If there is combustible construction in the floor/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 11000 square feet and so that the horizontal dimensionstops does not exceed 60 feet, -- Sec. 708.3-1.1.3 between if tlicre 15 combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between StOPS does notexceed 60 feet... -- Sec. 708.3.1-2.2 OCCTJPANCY SEPARATIONS Table - 2- 1hr S2 -B Ohr S3 -B 1hr A customer waiting room not exceeding 450 sq,ft.0 with an exit to the exterior is not required to be separated. -- Sec. 302.1 exc. 2.5 HEATING EQUIPMENT SEPARATION: FOR, S2! OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302.5 FOR S3 OCCUPANCY: A 1 hr. occupancy separation "is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input* -- Sec. 302.5 FOR B OCCUPANCY: A L I. occupancy separation is reqU ired arounci,rooms containing a boiler or central heating unit greater tlian 400,000 BTU "Input. -- sec. 302.5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an 117 occupancy regardless of area. A I .11ori zontal 0 E occupancy separation may be 1-Im-ited to the actual floor ' area of the machinery room. Structural- supporting elements shall be -protected for the type of construction only. &. Sec. 2802 A 1 hour separation is required from an S2 occupancy, -- Table 3-B EXIT REQUIREMENTS. FL N.AME NUMB MIN occ EXITS MIN WIDTE Evi alit, HALLWAY/ DOOR CORRIDOR SWTMP..r ------------------------------ 2 Office 6 1 1.2 No N/A TOTAL 6 1 1.8 No NOTES --------------- N/R N / R- When 2 exits are required, t i either in i on separaEe exit, except for -- Sec. 1004.2.6 exits must be from any point dead ends not arrangedthat in a corrii dor or exceeding feet it is possible hallway to a in length.. Exit signs are required from all areas where 2 or exits are required. Sec. 1003.2.8.2, Exception No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.E Exception Door swing -ibased on Sec. 1003.3.1.5 except as noted. Occupant load factor is base. on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit -.t ' inches and based on Sec. 1003.2.3 and Table 1- x t width to be divided approximately equally among exits. -- bec. 1003.2.3.2 _2 -It shown for all areas is IDased on other egress components. Width shown for I t floor is based on other egress components, Width dth shown for other floors & basements is based on stairways.. -- Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For them-inimum widthhallways, Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4;2 For the. minimum width of stairway, see Sec. 1003.3.3.2 FOOTNOTES: FLUSH AND SURFACE BOLTS Manually operated edge- or surface -mounted flush bolts and surf ace bolis or any other type of d-1that may be used to close or restrain the the door other than by operation of the locking ' ce shall not be u3ed. When automatic flush bolts are used, the door. leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not r requiremore than one ope ration . -- Sec. 1003.3.1.8 11 Page # 8 Cade review for.* Project Id.: DAN CLARK STORAGE SHEDS Address: FIRST NORTH 1 Office 6 1 1.2 No N/A N/R 1 repair Garage 8 1 2.5 No N/A N/R i Storage/Stock Roam 18 3.6 No NIA N/R 1 Office 3 1 0 . 6 No N/A N/R TOT�L 35 2 7.0 No N/A NIR In a.reas where 2 2xits are required, the minimum separation is 1/2 Of the maximum diagona? of the area or floor. --- sec. 100 4 2.4 . When 2 exits are required, t i either in i on separaEe exit, except for -- Sec. 1004.2.6 exits must be from any point dead ends not arrangedthat in a corrii dor or exceeding feet it is possible hallway to a in length.. Exit signs are required from all areas where 2 or exits are required. Sec. 1003.2.8.2, Exception No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.E Exception Door swing -ibased on Sec. 1003.3.1.5 except as noted. Occupant load factor is base. on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit -.t ' inches and based on Sec. 1003.2.3 and Table 1- x t width to be divided approximately equally among exits. -- bec. 1003.2.3.2 _2 -It shown for all areas is IDased on other egress components. Width shown for I t floor is based on other egress components, Width dth shown for other floors & basements is based on stairways.. -- Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For them-inimum widthhallways, Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4;2 For the. minimum width of stairway, see Sec. 1003.3.3.2 FOOTNOTES: FLUSH AND SURFACE BOLTS Manually operated edge- or surface -mounted flush bolts and surf ace bolis or any other type of d-1that may be used to close or restrain the the door other than by operation of the locking ' ce shall not be u3ed. When automatic flush bolts are used, the door. leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not r requiremore than one ope ration . -- Sec. 1003.3.1.8 11 Page # 9 Code review for: Project Id.: DAN CLARK STORAGE SHEDS Ar FIRST NORTH LOCKS AND LATCHES ; Regardless of the occupant load served, emit doors shall be openable from; the ina'Q w��n4�� or a ��y or aDy special �DoWj@og@ or effort. --- Sec. 1403.3.1.8 Key -docking hardware may be used on the main exit when the mean exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DARING BUSINESS HOURS . When unlocked, door(s) must swing without operation of any latching device. -- exc. STAIR NOTES: Public stairways. 1) The rise of steps shall not be less than 4 inches or greater than 7 inches. The minimum run is 11 inches. The maxi -mum variation is 3/8 inch 'in a flight of stairs. _- Sec. 1003.3.3.3 2) The minimum width f stairway i 'Inches, 44 inches if the occupant load is greater than 49. -- Sec. 1003.3.3.2 Also see Xit table above to see 1f minimum width inches. 3) Provide a handrail ori both sides of stairwayt nosing. May be on one side of stairways less than 44 inches -- Sec. 1003.3-3.6f Exception t. above wide. the rov-Lue, ca yuarur-ll where arop otr -irenter than 30 laches. -- Sec. 509.1 5) The minimum height2 'inches. - Sec. 509.2 6) Open guardrails shall have intermediate rails such that a sphere 4 inches In diameter cannot pass through. Sic. 509.3 The triangular opening formed at the riser, tread and r r .-li may be 6 inches,, -- 509.3, Exception 2 7 The minium headroom is 6 ft.- 8 inches. Such clearance measured vertically from a plane porn l l e i and tangent to the tread nosing to the soffit above at all points. -- see. 100 8) Enclosed usable spaceunder the stairs is requa-red, to be 'protected as requ-Ired for I hr4 fire -resistive construct i ; -- Sec. 1003.3-3.9 .LANDINGS AT DOORS 1 floor or landing shall be providedeach s-I'de of doors. When access for persons with disabilities is required. the floor or ianding shall not be more than 12 inch lower than the tr eshold. When access i3 not required, the maximum is 1 J_ , Sec. 1003.3.1.6 2) La i . shall have a width not less than the width r width the doorway whichever is the greater. Where a landing servesoccupant load of 50 or more doors in any Position not reduce the landing dimension to less than one half it required width. The minimum length in the direct Page 10 Code review for: Project Id.: DAN CLARK STORAGE SHEDS Address: FIRST NORTH TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200, feet. -- Sec.. 1004.2-5.2.1 Travel distance shall not be Iimited within an exit enclosure or exit passageway., -- Sec. 1005.2.2 BU-L'LDTNG ACCESSIBILITY - 1) This building including each tenant shall be p;�QVjdQU Wltn dt itd5t one entrance which complies wit li t1ae accessible route provisions of CABO/ANSI A117.114, At least 50 percent of all entrances shall be 'b I e . 0%*� - access -1 Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not iess than two accessible means of egreS31, -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the gtairway shail have a clear width of not less than 48 'Inches between the handralls. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shail be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it -P -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 Occupants, or portion thereof. -- Sec. 11 04.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story b�y a smoke barrier having at least a one- hour fire -resistance rating. Smoke barriers shali extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes., Sec. 1104.2.4 6) Two-way communications are required, sec. 1104.2.5 7) Each area must be identifaLed by a sign statin -g AREA OF REFUGE and the it -ll symbol of ace-essibiii 'tY. -- sec. 1104.2.7 8) NOTE: Exit stairways 'in buildings protected throughout by an approved automatic sprinkler SYStem are NOT required to incorporate an area of refuge% -- Sec. 1104,1.2, Face tion 2 ROOFING REQUIREMENTS 1) The roofing on thisbuil requ ding -- Table 15-A -is qui red to be Class B or better 6. 2) See section 1504 and ICBO research reports for requirements, Cade review for: Project Id. ; DAA CLARK STORAGE SHEDS Address: FIRST NORTH AUTOMATIC SPRINKLER SYSTEMS if openings arenot 9 is floor area more sprinkler system is minimum dimension opening in every 50 STANDPIPE There is T FOOTNOTES.10 Pacte # 11 provided in each 50 feet of ext�erior wall �t these than 75 feed from an exterior opening, an automatic required. -- Sec. 904.2.2 Note: Openings shall have of 30 inches. Vere must be at least 20 sq.ft. of lineal feet of wall. REQUIREMENTS o requirement for a standpipe. -_ Taal - VENTILATION: All ansa customarily occupied by humans ventilation by means of openablext ri r less than 1/20 of the total floor area or mechanically operated ventilation f Supplying a minimum of 15 cubic Occup ant. -a sec. 1202,2.1 system. shall provided with �.tl openings h area not shall provided with Such system shall capable neer per minute of uti air per WALL AND CEILING. FINISH: Wall and ceiling finish materials r required Sec. 804.1 and Table 8-B. 2) Carpeting the i l ire i required v spread rating, -- Sec. .2 41 41 to comply with Class I flame j) Textus wall coverings snail Class I flame spread rating. and shall protected automatic r -i1 meet the acceptance criteria fU.B.C. Standard � -2 -- .. 805 To-LieL room iioors mall nave a smootn, nardnrt surface that extends upward onto the walls at least 5 inches,. -- Sec. 807.1.1 11.s within z Leet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface,. -- Sec. 807.1.2 INSULATION NOTE i 1 1l insulation material including facings are required flame -spread rating of 25 or less andmaximum smoke unless it is in a concealed space and the .facing is i ll or ceiling. _-- Sec, 707.3 exc.2 2 Foam plastic it ul ions are required to be protected'. to have density a f 450 with -- Sec. 2602 Code review for: Project Id.: DRN CLARK STORAGE SHEDS Address: FTRST NORTH 0 ADDITIONAL REQUIREMENTS* For S2 occupancy For S3 occupancy 1) In parking garages where the adjacent grade, vehicle 1 * 2) The minimum clear height 3) Parking garages require re QIM per sq { ft . Of f door For B occupancy Page # 12 any parking is located more than 5 feet above harr_i'er,9- shall be provided. -- Sec. 311.2-3.5 is required to be feet., Sec. 311.2.3.3 a ventilat' ion system that exhausts 1.5 8-realp mm Seo. 1202,2.7 Code review for: 4 oil Pro�ect C1 ULAN I\ bT �ddl��: �I��T Page # 13 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from - 1 P2 ChDO AN�I A1171l WATER FOUNTAINS AND WATER COOLERS* z�t least 50 percent of drinking fountains but not less than one, provided on every floor shall be accessible. UBC Sec. 1105.4.1 Accessible .it must comply with the following. I-) spout -is to be within 36 inches of the floor. 2) out arranged for parallel app reach shall be located 3 inches ' U 'ts wth Spouts of cantllevere� ni i maximum from the front edge. knee and toe clearances shall be located ILS inclies minim-,jm from the vertical support and 5 inches maximum from the front edge., -- Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 'Inches height minimum., -- Sec. 4.15.2.3, 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches 'indepth at 27 inches high and 11 inches at 9 inches A. minimum above the floor. -- Sec. 4.15-4-1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person. in a wheelchair to make a parallel approach.. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 'Inch diameter unobstructed turning space i.s required in the toilet room i. -- Sec. 4.16..3r 4.2.3 & Fig. 94. 2.3 2) Water closet shall be mounted adjacent to a side wall or partition.. The distance from the side wall cr partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stab.. The stall shall be 60 in w.'-'LQ"e minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted. water closets. -- Sec. 4.18.3.1 If the door swings 'Into the stall, the required depth shall be increased by 36 inches minimum.. -- Sec. 4.18.3.2 gig_ B4.18.3.1 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is required to start within 12 winches of the back wall ani extend to 54 inches from the back wall. The r` 42 ainimum length of the bar TS i Page # 14 Code F revise for: Pro] ect I .: DAN CLARK STORAGE SHEDS A66ress: FIRST NORTH x b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the far shall be 36 i long mwith the additional ienqth provided oii the transfer side Sec. 4.17.4.2 Figs. B4.17.31 B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 1 to 19 inches above the floor. -- sec. 4.17.3 & Fig. B . 7 . 7) Accessible urinals shall be of the stall type or wail hung with the rim at 17 inches maximum move the floor. -- Sec. 4,19.2 8) A clear area of 30 X 48 inches minimum is required in front the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart i?. -- Sec. 4,19,3 9) Accessible lavatories shall be mounted with the rim 34 inches Maximum above the fioor and a clearance of 29 inches minimum from the floor to the bottomf the front edge of the apron,. 1 ) it shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches i imam above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearance5ft -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shah be provided in front of --,-.---he lavatory and shall extend 19 inches maximum under the i mat r . - Sec .% 4.20.3.2 Fig. B4.20.3. 2) Water supply and drain pipes under .lavatories shall be insulated or otherwisetreated protect against contact. -- Sec. 4.20.4 i The bottom of mirroris required to be within 38 inches the floor. -- Sec. 4.16.6 & Fig. B4.20.3.1 Code review for. - Project Id.: DAN CLARK Address: FIRST NORTH STORAGE SHEDS Page # 15 GLAZING REQTJIREMENTS All glazing -in hazardous locations a -s requ-ired to be of safety glazing material., Sec.. 2406,.3 & 24-06.4 0 Locations, 1) Glazing in ingress and egress doors except j l ' 2) Glazing in fixed and sliding panels of slid3_ng door aosemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm docra. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is iess than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed Position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface . 7) Glazing in an individual fixed or operable panelf other than those In s described in 'Items 5 and 6 above, than meets all of the followinq conditionsO A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing -in railings regardlesss of height above a walking sur ace. Included are structural baluster panels and nonstructural in -f -ill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor Swimming pools and spas when the bottom edges is iess than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Gla -zing in wallsenclosing stairway landings or wi*thin 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface, Page 16 Code review for: Project Td - : DAN CLARK STORAGE. SHEDS Address: FIRST NORTH 11 ATTIC REQUIREMENTS* 1) Provide an access to ail attic areas with a clear height of 30 inches or more. The minimum size is 22 inches by 30 inches. There must be 30 inches or more clear height above the access. Sec. 1505.1 2) Provide ventilation in all attic areas... The net free vent area is to be not less than I square foot for each 150 square feet of attic area. The vent area may he 1/300 'if at least 50% of the requl'red ventilating area is provided by ventilators located in the upper portion of the attic. The upper ventilators must be at least 3 feet above the cave or cornice vents. -- Sec, 1505,3, Exception I The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. -- Sec. 1505. 3, Exception 2 3) Where eave or cornice vents -are installed, insulation shall not block the fee flow of air. A minimum of 1 inch of air space shall be provided 1)etween the insulation and roof sheathing. -- Sec. 1505.3