The URL can be used to link to this page

Home My WebLink AboutCO & DOCS - 02-00012 - Dr Christensen Doctors' OfficeOccupancy: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o2 -o4 -11 Building Street Address: 370 East 1st South Building Owner: Dr. Brian Christensen Contractor: Harold L. Harris Construction Description of building or portion of building for which this certificate is issued: Date: 09 -25 -2002 C.O. Issued by: Commercial - Doctors' Offices Full Tbis Certificate, issued rsuant to the requirements of Section 109 of tbe Uniform Buntline Cote, certifies that, at t e time of issuance, this bui[ain9 or that portion of tbe bui[r)in that 9 was inspected on the Gate Lister) was f ouno to be in compliance with the requirements of the code for the group and division of occupancy and the use for wbich the proposer) occupancy was cLassi f ier). Building Official There shall be no future change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Buildg Offi 'al has revie d and approved said future changes. Water Department Department State of Idaho Electrical Department - (208 - 356-4830) 0 vnncn a . !�`: d" ✓"� �;: d * f _ � A " ' . :,rM .RJC AWHt.1, o �, p. q�''t(4 S <. d ► }�t�' , .r + +t.,fik PHONE f BUILDER r r :p , ; h . ;e ,,'.- , ARCHITECT DESIGNER „v x ± 3 :; r " '` W , STRUCTURE: I3IEW O REMODEL 0 ADDITION 0 REPAIR 0 RENEWAL O FIRE DAMAGE 0 RESIDENCE 11COMM. O EDUCATIONAL O GOVT 0 RELIGIOUS 0 FENCE 0 PATIO 0 CARPORT O GARAGE 0 AWNING FOOTINGS FOUNDATION BASEMENT FLOORS EXT. WALLS I . WALLS CEIUNG ROOF HEAT INSULATED (*CONCRETE O MASONRY 0 OTHER CtCONCRETE 0 MASONRY 0 OTHER O PARTIAL ❑FULL U NO I�] WOOD CONCRETE 0 OTHER (WOOD 0 MASONRY 0 CONCRETE tikVENEER 0 METAL 0 STUCCO 0 MOD 0 ONRY 0 CRETE apRYWALL O PLASTER 0 ILE Q WOOD CI DRYWALL O PLASTER 0 TILE O ACOUSTIC 0 OPEN40 0 MILT UP 0 WOOD SH. EiCOMP. SH. 0 TILE 0 ROLL ROOF. 0 METAL f GAS 0 OIL 0 COAL 0 FIREPLACE 0 ELECTRIC CYWALLS 1° CEILIN 0 FL 1XPERi ER a f* This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning Regulations of Rexburg, and it is hereby agral that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations pertaining and applicablb thereto: The issuance of the permit does not wane restrictive covenants. BUILDING PERMIT APPLICATION REXBURG, ID DATE NO.. THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS, dt ITY. OF 1 APR 1 'r 2002 REMARKS: DEPARTMENT OF BUILDING & ZONING VALUE FEE PAID BUILDING INSPECTOR WHITE- Owner's Copy CANARY- Building Departments Copy PINK- Assessors C GOLDENROD- Inspector Date of Application 3 - / e•0 Z OWNER Name /i Rykr Ch )01'5 TEA/ SEicl APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO Site Address 37 E. l S r S' , Zv M <1A <5 ON Pe0FitZ 5/ 0,mL _ Mailing Address 3 0' ‘ (•O 77emeLooeDL L� City / State/Zip P., b ?3 f0 Telephone/Fax/Mobile ZS - L — to Sal b F f F 6 S g/ CONTRACTOR Name 7 L • c' a A-JS T• Mailing Address n U ?D - 30 City /State/Zip Sv ,6/4-2 G r 2. ?3 Y' 2 Telephone/Fax/Mobile ?56 - 3 3 - 356 ?0,3 PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: Is existing use compatible with zoning, (screening parking, etc) When was this building last occupied Architect/ Engineer Firm er - 4 . Plan Name Subdivision MAt1>/s o P�ofES s fdn / fste. Lot Circle One New House Circle One Basemen Lot Square Footage /(570 Signature of Applicant Code Zone Building Type Addition/Remodel to House Square Feet 24, Garage Square Feet What will structure be used for: Will there be an apartment? 416 Total Estimated Cost # 2 2 Lot Width 76 ' * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** r * * * * * * * * * ** Are you in a flood plain Plan Check Fe Plumbing Permi Digging Permit Permit No. k 42? -eo -// Circle One Residential(ommercial Educational Government Remodel Other (New Commercial) Commercial Remodel Finished / Unfinished Other: None/ Patio/ Carport/ Awning N/A Number of Stories / Height of Building l 7 " Home Home Business Apartment CConimercial� Other If so, how many units A/D ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Building Permi 'Fees Water & Sewer Fees Block '`e0"Z`I TOTAL $ Signature of Inspector G'■/ Issued by Rough Plumbing Septic Tank Fixtures Water Piping Complete Sewer Bath Tubs Urinal Showers Sink Trap Laundry Trays Water Heater Wash Basin Other Toilet Slop Sinks Kitchen Sinks Floor Drain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing Mach. Clothes Washer OWNER Address r " - �- r Tel. Lot Blk. add. Name Name 1 {. ,h PLUMBER Address Tel. NATURE OF INSTALLATION Use DESCRIPTION OF WORK CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT FEES Plumbing Permit $ Sewer Inspection $ Inspection of Pipe $ Inspection of Fixtures Rough PI u bing Sewer Other Finish Plumbing TOTAL $ Received: Date By fed • PAIO INSPECTOR'S RECOR N APR 1 7 2002 C TY OF FFXBiiRt s E INSP. NAME Excavation & Ccncreto: cis R - .0 Mascnry : E MWS6AJ e Roofing: G N I2 C` ()NTe Insulation: a1 L Drywall : Painting : • c 4$4:› Floor Coverings: LJ& NCrt-t.) (A-) Plumbing: Heating: E? ectrical : E / 5 /9772/410 Roof Trusses: -� Floor / Ceiling Joists: Cabinets: Siding /Exterior Trim: Cther: SUBCONTRACTOR LIST SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) Project Number: 02_06 Project Name: Dr. Christensen Address: 370 East 1st South Occupancy: B Construction: V -N CITY OF REXBURG ENGINEERING 12 NORTH CENTER REXBURG, IDAHO 83440 (208)359 -3020 Plan analysis based on the 1997 Uniform Building Code Date: March 14, 2002 Contractor: Harris Architect: Engineer: Woolstenhulme Report By: VAL CHRISTENSEN NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 10.5 Feet 10.5 Feet EAST Public way 117.0 Feet 67.0 Feet SOUTH Property line 10.5 Feet 10.5 Feet WEST Property line 21.7 Feet 21.7 Feet Allowable area increased 2.09% for open area on 2 sides. -- Sec. 505.1 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Office B ok 2600 8167 0.32 ok TOTAL FOR FLOOR 2600 8167 0.32 ok BUILDING TOTAL 2600 8167 0.32 ok -- Sec. 504 and Table 5 -B The actual height of this building is 25. feet. The maximum height of the building is 40. feet. -- Table 5 -B Code review for: Project Id.: Dr. Christensen Address: 370 East 1st South Page # 2 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A NORTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 1 hour 1 hour None Any No EAST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 0 hour 0 hour None Any No SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 1 hour 1 hour None Any No WEST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 0 hour 0 hour None Any No None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5 -A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. OTHER BUILDING ELEMENTS Table 6 -A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr See Footnote #5 Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr See footnote #1 Floor /Ceiling Assembly Any 0 hr Roof /Ceiling Assembly Any 0 hr See Footnote #8 Stairs Any None FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6 -A, footnote 1 Code review for: Project Id.: Dr. Christensen Address: 370 East 1st South Page # 3 PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES Sec. 709.6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. -- Sec. 709.6.2 2) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 709.6.3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. -- Sec. 709.6.1 Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 709.7 Exceptions: 1. 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 horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire - resistive integrity of wall is maintained. -- Sec. 709.7 Code review for: Project Id.: Dr. Christensen Address: 370 East 1st South Page # 4 FLOOR /CEILING AND ROOF /CEILING ASSEMBLIES -- Sec. 710.2 Through pentrations: Through penetrations of fire - resistive horizontal assemblies shall be enclosed in fire - resistive shaft enclosures. -- Sec. 710.2.1 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -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 and a T rating of not less than one hour but not less than the required rating of the floor system. -- Sec. 710.2.3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 710.3 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly 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. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. 3. Sprinklers with metal escutcheon plates. Fire - resistive roofs may have unprotected openings. -- Sec. 710.4 Code review for: Project Id.: Dr. Christensen Address: 370 East 1st South Page # 5 SMOKE and FIRE DAMPERS -- Sec. 713.10 and 713.11 Dampers shall be accessible for inspection and servicing: 1. Penetrations through area separation walls. Penetrations through occupancy separations. 2. Penetrations of the fire- resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire - resistive construction of corridors are not required to have smoke dampers when such 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. Exception: Smoke dampers are not required. 5. Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. DRAFT STOPS: If there is 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 not exceed 60 feet. -- Sec. 708.3.1.2.2 Code review for: Project Id.: Dr. Christensen Address: 370 East 1st South 1 Office TOTAL FOOTNOTES: Page # 6 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 26 1 5.2 No N/A N/R 26 1 5.2 No N/A N/R Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10 -A. Number of exits is based on Table 10 -A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10 -B Exit width is to be divided approximately equally among exits. -- Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width 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 the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FLUSH AND SURFACE BOLTS: Manually operated edge- or surface - mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. 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 require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Key - locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. Code review for: Project Id.: Dr. Christensen Address: 370 East 1st South Page # 7 LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 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 limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 BUILDING ACCESSIBILITY: In offices (except health -care providers) and retail sales floors, with an aggregate area of not more than 3000 above or below the accessible floor need not be accessible. -- Sec. 1103.2.2 Exception Code review for: Project Id.: Dr. Christensen Address: 370 East 1st South Page # 8 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO /ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall 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. -- 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. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one - hour fire- resistance rating. Smoke barriers shall 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 identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- 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, Exception 2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class C. -- Table 15 -A 2) See section 1504 and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: If openings are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 904.2.2 Note: Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq.ft. of opening in every 50 lineal feet of wall. STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9 -A FOOTNOTES: Code review for: Project Id.: Dr. Christensen Address: 370 East 1st South ADDITIONAL REQUIREMENTS: For B occupancy Page # 9 VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8 -B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8 -2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. -- Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. -- Sec. 807.1.2 INSULATION NOTES: 1) All insulation material including facings are required to have a flame - spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707.3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 Code review for: Project Id.: Dr. Christensen Address: 370 East 1st South Page # 10 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO /ANSI A117.1 - 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum 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 in depth at 27 inches high and 11 inches at 9 inches 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 is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or 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 stall: The stall shall be 60 in wide 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 & Fig. 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 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4.17.4.1 & Code review for: Project Id.: Dr. Christensen Address: 370 East 1st South Page # 11 Figs. B4.17.3 and B4.18.3.1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4.17.4.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum 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 clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. B4.20.3.1 Code review for: Project Id.: Dr. Christensen Address: 370 East 1st South Page # 12 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 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 less 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 panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 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 regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Code review for: Project Id.: Dr. Christensen Address: 370 East 1st South Page # 13 CRAWLSPACE REQUIREMENTS: 1) Provide ventilation either by mechanical means or by openings in exterior walls. Opening shall provide a net area of not less than 1 square foot for each 150 square feet of area in crawl space. Openings shall be distributed on two opposite sides and be located as close to corners as practical. -- Sec. 2306.7 Note: Vent openings may be reduced to 10o of the above if ground surface area is covered with an approved vapor barrier and the building official approves. 2) Provide 18 -inch by 24 -inch access opening to the crawl space area. Note: Opening may be required to be larger if mechanical equipment is located in the crawl space. -- Sec. 2306.3 3) Unless the wood is listed as an approved wood of natural resistance to decay or treated wood, the minimum clearance between exposed earth and floor joist is 18 inches. The minimum clearance to beams and girders is 12 inches. -- Sec. 2306.3 ATTIC REQUIREMENTS: 1) Provide an access to all 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 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 50% of the required 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 eave or cornice vents. -- Sec. 1505.3, Exception 1 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 between the insulation and roof sheathing. -- Sec. 1505.3