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Home My WebLink About244489_1_Corrections.docxTENANT IMPROVEMENT PLAN CHECK COMMENTS COMMENTS Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org PLAN CHECK NO: 10197274 PROJECT ADDRESS: 1501 E Mcfadden Ave PLAN CHECK ENGINEER: So, AnsonTEL:714 647-5830FAX:714 647-5897 TYPE OF CONSTRUCTION: III B OCCUPANCY CLASSIFICATION(S): A-4, B PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 8/7/2018 INITIAL REVIEW 8/19/2018 EXPIRATION 2/3/2019 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Charles Lea 3. TEL: (626)280-9188 FAX: VALUATION:$216,018.00 EMAIL: info@calarc.net FLOOD ZONE:X-0602320276JINSTRUCTIONS: Numbersinbracketsrefertocodesectionsof 2016CaliforniaBuilding Code[CBC],2016CaliforniaPlumbingCode[CPC],2016CaliforniaMechanicalCode[CMC],2016California ElectricalCode[CEC],2016CaliforniaEnergyCode(2016BuildingEnergyEfficiencyStandards[BEES]),and2016 CaliforniaGreenBuildingsStandardsCode[CalGreen] Correctoriginaldrawings.Reprintandsubmit3newsetstogetherwiththe“marked-up”set.Returnthiscorrections list with corrected plans. In the Item number column, ☒ in the checkbox represents correction requested. IntheRespondcolumn,pleaseindicatethesheetnumberanddetailornote numberontheplanwherethe corrections are made. Itemize anychanges,revisions,oradditions madeto drawingsthatarenotadirectanswertoa correctionona separate sheet. Additionalplancheckfeewill be requiredafterthirdreviewonhourlyrate basis. PART I: GENERAL REQUIREMENTS CLEARANCES Item # Sheet # Corrections Requested Respond ☒ Obtain approvalfromthefollowingdepartments prior to building permit issuance: ☒ Planning Department (714-647-5804) ☒ Public Works Department (714-647-5039) ☐ Fire Department (714-647-5839) ☒ Police Department (714-647-5840) ☒ School District ☐ County of Orange Health Department (714-667-3600) ☐ Provide temporary shoring plans for excavations removing the lateral support of public way or an existing building. Excavations adjacent to a public way require Public Works approval prior to permit issuance. ☐ Where the depth of excavation is greater than the walls or foundation of an adjoining building, the owner shall provide the Department of Building and Safety with evidence that the adjacent property owner(s) have been given a30-day written notice of such intent to make an excavation. This notice shall state the depth of such excavation and when it will commence. This notice shall be by certified mail, return receipt requested. ☐ Submitgradingplan forreview.Gradingapprovalisrequiredbeforebuilding permit will beissued. ☐ Provide Soilreportfor review. ADMINISTRATION Item # Sheet # Corrections Requested Respond ☒ Each sheet of the architectural and structural plans must bear the signatures, registration number and expiration date of an architect or engineer registered in the State of California. ☒ The address of the building and the name/address of the owner are required on all plans. The name and address of the consultants are required on their plans. ☒ Three sets of plans will be required during permit issuance. One of these set of plans will besubmitted to the Assessor Department. The plans must be: ☐ Quality blue or black line drawings with uniform and light background color ☐ Max. 36” x 48” size with minimum 1/8” lettering size ☐ Sticky back details must produce prints withoutcontrasting shades of background color ☐ Provide the following with each set of plans: ☐ Topography Survey Map ☐ Grading ☐ Floor Plans ☐ Two Elevations ☐ Construction Section ☐ Framing Plans ☐ Foundation Plans ☐ Structural Details ☐ Provide fully dimensioned plot plan to scale. Showlegal description, building lines, easements, lot sizezone boundaries, highway dedication lines, street center line, alley, parking spaces and location of all buildings (Show type of construction, number of stories and the use for all buildings.) ☒ G1.0 Show the building area, occupancy group(s), use(s), type of construction, number of story(s), lot size, lot area and height on the first sheet or title sheet of plans. ☐ Show on site plans the natural and finish grade elevations around the perimeter of the building. Showelevations for all floors and top of roof. Survey Map must be signed by a licensed Surveyor or Civil Engineer. ☐ Remove all plans, details or notes that do not pertain to the project. PART II: BUILDING CODE OCCUPANCY CLASSIFICATION Item # Sheet # Corrections Requested Respond ☐ Any building used for educational purposes by ≥ 6 persons at any one time through the 12th grade shall be classified as E occupancy. ☐ Any infant/toddler day care (2 years old and younger)shall be classified as I-4 occupancy. ☐ All outpatient clinics can be considered as Group B. ☐ Indoor Shooting Range can be classified as a BowlingCenter (A3). ☐ Adult day care shall be determined as I-4 occupancy. ☐ Child day care facilities with more than 5 but no more than 100 children two and half years of age or younger shall be classified as E occupancy. ☐ Provide floor area calculation on plan including the non-separated occupancy per 508.3.2. The lesser height, floor area and most restrictive fire protection system for one of the occupancies shall be enforced. ☒ G1.0 Provide “unity formula” floor area calculation on plan for separated occupancies. This is a mixed occupancies and must comply with one of the design options contained in section 508.1 BUILDING LIMITATION Item # Sheet # Corrections Requested Respond ☒ G1 Show on the plans the number of stories, occupancy group(s), type(s) of construction, and area of the proposed structure. Vent shafts and courts do not count as area. The mezzanine shall not contribute to the building area or story. One basement level need not be included in the total allowable area if it is not a story and does not exceed the area permitted for a one-story building. Specify the use of all rooms/areas on floor plans. Provide an area breakdown by level. ☒ G1 Revise the type of construction to “III-B” and revise the occupancy group to “A-4”. The existing use on record is an “indoor-soccer”. The propose construction exceeds allowable area per 2016 California Building Code Section 506. ☒ G1 The building as shown is a mixed-occupancy (separated occupancy) building. ☒ In each story, the sum of the ratios of the actual area for each separate occupancy divided by the allowable area per story for each occupancy must not exceed one. (508.4.2) ☒ For the maximum area of a building, the sum of the ratios of the total actual area for each separate occupancy divided by the allowable area per story for each separate occupancy must not exceed three for buildings with more than three stories above the grade plane. (506.2.4) ☐ Unobstructed yards of minimum 20’ must be maintained at minimum 25% of the building perimeter to permit a““% floor area increase. Provide determination. (506.3.2) Allowable area per story is defined as Aa = At + [AtxIf] + [AtxIs], where If is the increase of due to frontage increase; Isis the increase due to sprinklers Total building area is = Aax2 for multistory for high-rise, Group A, E, H, I, L, and R occupancies and those in Section 1.11. For all other occupancies, total building area is = Aax2 for 2 stories, = Aax3 for over 2 stories.(T503,506.2) ☐ The total building area must be limited to““square feet. Provide total allowable calculation as part of plans. (506.2) ☐ Building exceeds allowable height limit of T 504.2 for Type ““construction. (504.3): Max ““feet in height and Max “ “stories in height. ☐ Provide calculations for establishing grade plane as per Section 202. Attach calculations and established grade planes on elevations, plans, and site plan. ☐ Show maximum height of the structure (in feet and stories) from top of roof to grade plane on all elevation views. (202) ☐ Lowest level is determined not to be a basement.This level is considered as first story above grade plane. Include this story in total building height. (202) ☐ Automatic sprinkler system (NFPA-13) may be used for only one of the following purposes: ☐ Height increase (504.3) ☐ Area increase (506.2) ☐ Fire-resistance rating substitution (T 601) ☐ This structure is of type ““construction. Show on plans the required “ “rated roof, “ “rated exterior wall construction, ““structural frame protection, and ““floor construction. (T 601) ☐ Exterior (bearing) (nonbearing walls of Type “ “construction must be of “ “ hour rated construction. (T601) FIRE-RESISTANCE RATED CONSTRUCTION Item # Sheet # Corrections Requested Respond ☒ G1 Clearly identify the locations of the Fire Areas, Fire Walls, Fire Barriers and Fire Partitions on the plans. Provide complete legends and details (702) (202). The wall separating building address “1501” and “1503” was designed as “area separation wall” per previous code. ☒ G1 Fire rated assemblies shall be per Table 721.1(1), generic assemblies of Gypsum Handbook, or ICC approval. ☒ G1 Show the fire separation distance: to interior lot line; to centerline of the street, and to an imaginary line between two buildings on the property. The distance shall be measured at right angles from the face of the wall. (702) (202) ☐ Provide complete analysis for protected and unprotected exterior wall openings per section 705 and Equation 7-2. Openings are not allowed when the fire separation distance is ≤ 3’. (705.8) ☐ Door openings in exterior walls must be protected with: ☐ hour fire assemblies ☐ 1hour fire assemblies ☐ Not Permitted ☐ Window openings in exterior walls must be protected with: ☒ hour fire assemblies ☐ 1hour fire assemblies ☐ Not Permitted ☐ Provide “ “-hour fire resistance rating for exterior walls for ““occupancy, and building type ““at ““feet from property line or assumed property line. (T601, T602, 705.1, T706.4). Provide complete details per Section 706.4. ☐ Projections beyond the exterior wall must comply withTable 705.2 ☐ Provide details to show that Fire Wall complies withSection 706 including but not limited to: ☐ Fire Rating shall be ““-hour per Table 706.4. ☐ Fire walls must remain structurally stable in the event of collapse of construction on either side during a fire. Provide a detail to show that joist supported by the fire wall is spliced and not continuous (plywood membrane may be continuous), or provide double fire walls or provide justification for any other method used. (706.2) ☐ Shall be non-combustible material, except in Type V construction per 706.3 ☐ Shall have horizontal continuity per 706.5 ☐ Shall extend vertically from the foundation to a point 30 inches above the roof per 706.6 ☐ The area of each opening in Fire Walls is limited to 156 sf. Total width of the openings is limited to 25 percent of the wall length in the story under consideration. (706.8) ☐ All openings in fire walls shall be protected with fire assemblies having a fire-resistive rating of (1-1/2) (3) hours. (Table 716.5) ☐ Ducts and air transfer openings through Fire Walls should be avoided. If allowed, duct and air transfer opening penetrations shall be protected as required in Section 714 and 717. Dampers are required. (705.10) ☐ Exits must be provided independently for each area bounded by fire walls except for horizontal exits per section 1026. ☒ A complete “ 2 “hour separation is required between Group “ A “and Group “ B “occupancies. Separation walls must provide fire barriers complying with Section 707. Horizontal assemblies shall comply with Section 711. Openings in the separation wall shall have “ 1.5 “hour fire assemblies. (508.2.4, T 508.4, 707, 712) ☐ Fire barriers and horizontal assemblies separating single occupancies into different fire areas shall be “ “hour fire rated per Table 707.3.10 ☐ Areas of each opening in fire barrier are limited 156 sf.Total width is limited to 25 percent of the wall length in the story under consideration. (706.8) ☐ Elevator lobby is required at each floor where an elevator enclosure connects more than two stories, unless the building is sprinklered with 903.3.1.1. or 903.3.1.2 and it is not a high-rise. (3006.2) ☐ Provide ““hour rated Fire Partition at walls separating tenant spaces ““ and commonareas, corridors, and elevator lobbies. (708.1, 708.3) ☐ Fire barrier at vertical occupancy separations must have continuity and must extend through underfloor area, attic areas, and suspended ceiling areas (707.5) ☐ Opening protectives shall be per section Tables 716.5 and 716.6. Doors shall be ““hour fire rated and windows shall be “ “hour fire rated. (716) ☐ Openings through a floor/ ceiling assembly shall be protected by “One/ Two “hour shaft enclosure. The shaft enclosure shall be constructed of fire barriers and horizontal assemblies. (713) ☐ Section 712.1.9 permits two floors to be open to each other when all 7 conditions are met. If not, the atrium provision shall be utilized for open two story spaces. See additional corrections for atrium. ☒ Penetrations in walls requiring protected openings must be firestopped with an approved material in accordance with Section 714.3.1. Space between penetrating materials (described below) must be designed to prevent the movement of hot flame or gases ☐ Steel, Copper or ferrous pipes or conduits may penetrate concrete or masonry walls where the penetrating item is a maximum 6- inch diameter and the area of the opening through the wall does not exceed 144 square inches. (714.3.1) ☐ Membrane penetrations of maximum 2- hr. fire- resistance rated wall and partitions by steel electrical outlet boxes not exceeding 16 square inches are permitted provided openings do not exceed 100 square inches for any 100 square feet of wall area. Outlet boxes on opposite sides of walls or partitions must be separated by a horizontal distance of 24 inches. (714.3.2) ☐ Where walls are penetrated by other materials or where larger openings are required than permitted in (b) above, they must be qualified by tests conducted in accordance with Section 714.3.1.2 ☐ Smoke and fire dampers must be installed in the following locations per Sections 717.5: ☐ Duct penetrations of fire walls in accordance to section 717.1 ☐ Duct penetrations of fire barriers, except exit enclosures and exit passageways where they are not allowed to penetrate. (717.5.2) ☐ Ducts penetrating shafts. (717.5.3) ☐ Ducts penetrating fire partitions and fire-rated corridor walls. See exception for steel ducts with no openings into corridor (717.5.4) ☐ Ducts penetrating smoke barriers (717.5.5) ☐ Ducts penetrating horizontal assemblies (717.6) ☐ Show draft stop location on plans. Also, provide these notes on the plans: ☐ In buildings used for other than residential occupancies, draft stops must be installed in wood frame floor construction containing concealed space. Such draft stops must be installed so that the area of the concealed space does not exceed (1000) square feet (718.3.3). ☐ In buildings used for other than residential occupancies, draft stops must be installed in the attic (mansards) (overhangs) (false fronts set out from walls) (similar concealed spaces) formed by combustible construction. Such draft stops must be installed so that the area of the concealed space does not exceed (3000) square feet (718.4.3). ☐ Draft-stopping materials must not be less than2-inch gypsum board, 3/8-inch plywood, 3/8-inch Type 2-M particle board or other materials approved by the building department. Draft-stopping mustbe adequately supported. (718.3.1) ☐ Draft stops shall be provided within attics, mansards, overhangs and similar concealed spaces formed of combustible construction, unless the building is sprinklered with NFPA13 sprinkler system (3000 sf between draft stops) (718.4.3) ☐ Draft stop shall be provided within a concealed floor-ceiling assembly formed of combustible construction, unless the building is sprinklered with NFPA 13 sprinkler system (1000 sf between draft stops) (718.3.3) ☒ Horizontal occupancy separation must be supported with a structural system having equivalent fire-resistive protection. (704.1) ☐ In building over one-story in height, members supporting concrete or masonry require 1-hour fire resistive protection (704) ☐ Note on plans: Fire blocking must be provided in accordance with Section 718.2 at the following locations: ☐ In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. ☐ In concealed spaces of stud walls and partitions, including furred spaces, at 10-foot intervals along the length of the wall. ☐ At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. ☐ In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the wall under the stairs is unfinished. ☐ In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. ☐ This building is of Type “V-A / III-A” construction, provide/ show: ☐ Continuous drywall behind all tubs is required unless the walls are within the unit and non-bearing. Back to back tubs with a common plumbing wall are impractical in 1-hour buildings. ☐ All interior partitions shall be constructed of not less than 1-hour fire-resistive construction. ☐ Attic access openings in 1-hour ceiling can be 2 layers of 3/4" plywood or one layer of 1-5/8" T&G material, self-closing. ☐ All openings in floors are required to be enclosed by ashaft having wall, floor, and ceiling of ““hour fire resistive construction. (714) ☐ Recessed ceiling light fixtures must be boxed around with 5/8" Type “X” drywall to maintain the One-hour ceiling assembly. ☐ Continuous drywall is required behind all electrical service panels, fire hoses and medicine cabinets. ☐ Exhaust fans from the bathroom must enter through the wall. Dampers are required if the ceiling is penetrated.(717.5) ☐ Plumbing penetration through horizontal occupancy separations shall be boxed out and filled with approved safing material. Insulation is not approved. (714.4.1) ☐ Penetration of the 1 hour ceiling by ducts from the FAU and the stove hood require dampers (use a ductless hood whenever possible). Attic units (including heat pumps) require dampers at all ceiling penetrations. (717.6.1) ☐ Steel beams and columns shall be protected as required for 1-hour protection. Where ceiling forms the protective membrane for fire-resistive assemblies (occupancy separations and rated roof/ceiling or floor/ceiling assemblies), the construction (floor joists) and their supporting horizontal structural members (beams) need not be individually fire protected except where such members support directly applied loads from more than one floor or roof. The required fire resistance shall not be less than that required for individual protection of members.(704.3) ☐ All plumbing penetrations thru walls which require protected openings (Fire walls, Fire barriers, Fire partitions) are required to be galvanized or cast iron piping ☐ S2 Occupancy, type I construction garage requires“ “hour separation (minimum floor assembly for S2 occupancy) from “ “occupancy, butnot less than required per T508.4 Show details (509.4,508.3.3, T508.4). A rated self-closing door between the garage and ““ (406.3.4) ☐ Occupancy garage shall comply with the followings: ☐ Concrete or similar non-combustible and non-absorbent floor, or asphalt surface at ground level only 406.4.5 ☐ loped floor to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway (406.4.5) ☐ Floor system designed for uniform or concentrated loads per table 1607.1 ☐ Minimum headroom of 7ft - 406.4.1 ☐ Vehicle barriers not less than 2 feet 9 inches high placed at the end of drive lanes, and at the end of parking spaces where the difference in adjacent floor elevation is greater than 1 foot - 406.4.3 ☐ Vehicle barriers designed in accordance with section 1607.8.3 INTERIOR FINISHES Item # Sheet # Corrections Requested Respond ☒ Clearly indicate interior finish materials on the plans. ☒ Indicate on plans that interior finish materials applied to wall and ceilings shall be tested as specified in Section 803. ☒ Specify the interior finish materials classifications per Table 803.11 and Section 803.1. ☒ The flame-spread rating of paneling materials on the walls of the corridor, lobby and exit enclosure must be identified on plans. (T-803.11) PART III: COMMERCIAL ACCESSIBILITY The State of California delegates to the local jurisdiction the authority to ensure compliance with Title 24, Part 2 of the California Code of Regulations. This correction list indicates specific areas of Title 24, Part 2 which are applicable to your project. Please be aware that the owner(s) of this building and his/her consultants are responsible for compliance with the most current Federal Regulations contained in the Americans with Disabilities Act (ADA) and Fair Housing Act (FHA). Where the ADA & FHA requirements exceed those contained in Title 24, Part 2, it is the owners responsibility and consultants to ensure compliance with the most current ADA & FHA regulations, as the County/City is not delegated the authority to plan review or inspect projects for ADA & FHA compliance. APPLICATION AND ADMINISTRATION Item # Sheet # Corrections Requested Respond ☒ When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided unless otherwise exempt. §11B-202.4 ☒ Primary accessible path of travel shall include a primary entrance to the building or facility; toilet and bathing facilities serving the area; drinking fountains serving the area; public telephones serving the area, and signs.§11B-202.4 ☒ When the adjusted construction cost is less than or equal to the current valuation threshold $161,298.00, the cost of compliance with the primary accessible path of travel requirements is limited to 20 percent of the adjusted construction cost of alterations, structural repairs or additions presently planned and those during the preceding three-year period. §11B-202.4 ☐ Adjusted construction cost of alterations, structural repairs or additions does not include the cost of alterations to path of travel elements. §11B-202.4 ☒ In choosing which accessible elements to provide, priority should be given to those elements that will provide the greatest access in the following order: (1) an accessible entrance; (2) an accessible route to the altered area; (3) at least one accessible restroom for each sex or a single accessible unisex restroom;(4) accessible telephones; (5) accessible drinking fountains; and (6) when possible, additional accessible elements such as parking, signs, storage and alarms.§11B-202.4 ☐ Alterations to a qualified historic building or facility shall comply with Chapter 11B unless it will threaten or destroy the historical significance or character-defining features of the building or property. In those cases, alternative provisions shall be applied on an item-by- item or case-by-case basis with sufficient written documentation. §11B-202.5, SHBC 8-602 ☐ NOTE ON PLAN: Public accommodations shall maintain in operable working condition those features of facilities and equipment that are required to be accessible to and useable by persons with disabilities. Isolated or temporary interruptions in service or accessibility due to maintenance or repairs shall be permitted. §11B-108 BUILDING BLOCKS ACCESSIBLE ROUTES DOORS, DOORWAYS, AND GATES Item # Sheet # Corrections Requested Respond ☐ Doors, doorways, and gates providing user passage shall be provided in accordance with 11B-206.5 Doors, Doorways, and Gates. §11B-206.5 ☐ Doors, doorways and gates that are part of an accessible route shall comply with 11B-404 Doors, Doorways, and Gates. §11B-404.1 ☐ Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. §11B-402.2.1 ☐ At least one of the active leaves of doorways with two leaves shall comply with 11B-404.2.3 Clear Width and11B-404.2.4 Maneuvering Clearances. §11B-404.2.2 ☐ Door openings shall provide a clear width of 32 inches minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches deep shall provide a clear opening of 36 inches minimum. There shall be no projections into the required clear opening width lower than 34 inches above the finish floor or ground. Projections into the clear opening width between 34 inches and 80 inches above the finish floor or ground shall not exceed4 inches. §11B-404.2.3 ☐ Minimum maneuvering clearances at doors and gates shall comply with 11B-404.2.4 Maneuvering Clearances. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance. §11B-404.2.4 ☐ Swinging doors and gates shall have maneuvering clearances complying with Table 11B-404.2.4.1. §11B-404.2.4.1 ☐ Doorways less than 36 inches wide without doors or gates, sliding doors, or folding doors shall have maneuvering clearances complying with Table 11B-404.2.4.2. §11B-404.2.4.2 ☒ A1 Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches of the latch side an interior doorway or within 24 inches of the latch side of an exterior doorway, projects more than 8 inches beyond the face of the door, measured perpendicular to the face of the door or gate. §11B-404.2.4.3 ☐ Thresholds, if provided at doorways, shall be ½ inch high maximum. Raised thresholds and changes in level at doorways shall comply with 11B-302 Floor or Ground Surfaces and 11B-303 Changes in Level. §11B-404.2.5. ☐ Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 11B-309.4Operation. Operable parts of such hardware shall be 34 inches minimum and 44 inches maximum above thefinish floor or ground. Where sliding doors are in the fully open position, operating hardware shall beexposed and usable from both sides. §11B-404.2.7 ☐ The force for pushing or pulling open a door or gate other than fire doors shall be as follows: §11B-404.2.9 ☐ Interior hinged doors and gates: 5 pounds maximum. ☐ Sliding or folding doors: 5 pounds maximum. ☐ Required fire doors: the minimum opening force allowable by the appropriate administrative authority, not to exceed 15 pounds. ☐ Exterior hinged doors: 5 pounds maximum. ☐ Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. §11B-404.2.10 HANDRAILS Item # Sheet # Corrections Requested Respond ☐ Handrails shall be provided on both sides of stairs and ramps. §11B-505.2 ☐ Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback or dogleg stairs and ramps shall be continuous between flights or runs. §11B-505.3 ☐ Top of gripping surfaces of handrails shall be 34 inches minimum and 38 inches maximum vertically above walking surfaces, stair nosings, and ramp surfaces. Handrails shall be at a consistent height above walking surfaces, stair nosings, and ramp surfaces. §11B-505.4 ☐ Clearance between handrail gripping surfaces and adjacent surfaces shall be 1½ inches minimum. Handrails may be located in a recess if the recess is 3 inches maximum deep and 18 inches minimum clear above the top of the handrail. §11B-505.5 ☐ Handrail gripping surfaces shall be continuous along their length and shall not be obstructed along their tops or sides. The bottoms of handrail gripping surfaces shall not be obstructed for more than 20 percent of their length. Where provided, horizontal projections shall occur 1½ inches minimum below the bottom of the handrail-gripping surface. §11B-505.6 ☐ Handrail gripping surfaces with a circular cross section shall have an outside diameter of 1¼ inches minimum and 2 inches maximum. §11B-505.7.1 ☐ Handrail gripping surfaces with a non-circular cross section shall have a perimeter dimension of 4 inches minimum and 6¼ inches maximum, and a cross-section dimension of 2¼ inches maximum. §11B-505.7.2 ☐ Handrail gripping surfaces shall extend beyond and in the same direction of stair flights and ramp runs in accordance with Section 11B-505.10 Handrail Extensions. §11B-505.10 ☐ In alterations, where the extension of the handrail in the direction of stair flight or ramp run would create a hazard, the extension of the handrail may be turned 90 degrees from the direction of stair flight or ramp run.§11B-505.10 exception 3 ☐ Ramp handrails shall extend horizontally above the landing for 12 inches minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp run. §11B-505.10.1 ☐ At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches minimum beginning directly above the first riser nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. §11B-505.10.2 ☒ A1 At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal distance equal to one tread depth beyond the last riser nosing. The horizontal extension of a handrail shall be 12 inches long minimum and a height equal to that of the sloping portion of the handrail as measured above the stair nosings. Extension shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. §11B-505.10.3 TOILET AND BATHING ROOM CLEARANCES Item # Sheet # Corrections Requested Respond ☒ A1 Where toilet facilities and bathing facilities are provided, they shall comply with 11B-213 Toilet Facilities and Bathing Facilities. Where toilet facilities and bathing facilities are provided in facilities permitted by 11B-206.2.3 Multi-Story Buildings and Facilities Exceptions1 and 2 not to connect stories by an accessible route, toilet facilities and bathing facilities shall be provided ona story connected by an accessible route to an accessible entrance. §11B-213.1 ☐ Where separate toilet facilities are provided for the exclusive use of separate user groups, the toilet facilities serving each user group shall comply with11B-213 Toilet Facilities and Bathing Facilities. §11B-213.1.1 ☐ Where toilet rooms are provided, each toilet room shall comply with 11B-603 Toilet and Bathing Rooms. Where bathing rooms are provided, each bathing room shall comply with 11B-603 Toilet and Bathing Rooms. §11B-213.2 (See exception) ☐ Unisex toilet rooms shall contain not more than one lavatory, and not more than two water closets without urinals or one water closet and one urinal. Unisex bathing rooms shall contain one shower or one shower and one bathtub, one lavatory, and one water closet. Doors to unisex toilet rooms and unisex bathing rooms shall have privacy latches. §11B-213.2.1 ☐ Door shall not swing into the clear floor space or clearance required for any fixture. Other than the door to the accessible water closet compartment, a door in any position may encroach into the turning space by 12 inches maximum. §11B-603.2.3 ☒ A1 At single user toilet or bathing rooms, doors shall be permitted to swing into the clear floor space or clearance required for any fixture only if a 30 inch by48-inch minimum clear floor space is provided within the room beyond the arc of the door swing. §11B-603.2.3 (See exception) ☒ A1 Mirrors located above the lavatories or countertops shall be installed within the bottom edge of the reflecting surface 40 inches maximum above the finish floor or ground. Mirrors not located above the lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35 inches maximum above the finish floor or ground. §11B-603.3 ☒ A1 Coat hooks shall be located within one of the reach ranges specified in Section 11B-308. Shelves shall be located 40 inches minimum and 48 inches maximum above the finish floor. Medicine cabinets shall be located with a usable shelf no higher than 44 inches maximum above the finish floor. §11B-603.4 ☒ A1 Where towel or sanitary napkin dispensers, waste receptacles, or other accessories are provided in toilet facilities, at least one of each type shall be located on an accessible route. All operable parts, including coin slots, shall be 40 inches maximum above the finish floor. Baby changing stations are not required to comply with Section 11B-603.5 (See exception) §11B-603.5 ☐ Bathtubs shall comply with section 11B-607 including the requirements for clearances, grab bars, seats, controls, shower-spray unit and water and bathtub enclosures. ☐ Shower compartments shall comply with section 11B-608 including the requirements for clearances, grab bars, seats, controls, shower spray unit and water,thresholds, shower enclosures, shower floor or ground surface and soap dish. WATER CLOSETS AND TOILET COMPARTMENTS Item # Sheet # Corrections Requested Respond ☒ Where toilet compartments are provided, at least 5 percent but no fewer than one toilet compartment shall comply with Section 11B-604.8.1. In addition to the compartments required to comply with 11B-604.8.1, where six or more toilet compartments are provided, or where the combination of urinals and water closets totals six or more fixtures, toilet compartments complying with Section 11B-604.8.2 shall be provided in the same quantity as the toilet compartments required to comply with Section 11B-604.8.1 §11B-213.3.1 ☒ Where water closets are provided, at least 5 percent but no fewer than one shall comply with Section 11B-604. §11B-213.3.2 ☒ The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 17 inches minimum to 18 inches maximum from the side wall or partition, except that the water closet shall be 17 inches minimum and19 inches maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in Section 11B-604.8.2 Ambulatory Accessible Compartments. Water closets shall be arranged for a left-hand or right-hand approach. §11B-604.2 ☒ Clearance around a water closet shall be 60 inches minimum measured perpendicular from the sidewall and 56 inches minimum measured perpendicular from the rear wall. A minimum 60 inches wide and 48 inches deep maneuvering space shall be provided in front of the water closet. §11B-604.3.1 ☒ The seat height of a water closet above the finish floor shall be 17 inches minimum and 19 inches maximum measured to the top of the seat. Seats shall not be sprung the return to a lifted position. Seats shall be 2 inches high maximum and a 3-inch high seat shall be permitted only in alterations where the existing fixture is less than 15 inches high. §11B-604.4 (See exception for Residential Units) ☒ The sidewall grab bars shall be 42 inches long minimum, located 12 inches maximum from the rear wall and extending 54 inches minimum from the rear wall with the front end positioned 24 inches minimum in front of the water closet. §11B-604.5.1 ☒ The rear grab bar shall be 36 inches long minimum and extend from the centerline of the water closet 12 inches minimum on one side and 24 inches minimum on the other side. §11B-604.5.2 (See exception) ☒ Flush controls shall be hand operated or automatic.Hand operated flush controls shall comply with Section11B-309.4 Operation except they shall be located 44 inches maximum above the floor. Flush controls shallbe located on the open side of the water closet exceptin ambulatory accessible compartments complying with Section 11B-604.8.2 Ambulatory AccessibleCompartments. §11B-604.6 ☒ Toilet paper dispensers shall comply with Section 11B-309.4 Operation and shall be 7 inches minimum and 9 inches maximum in front of the water closet measuredto the centerline of the dispenser. The outlet of the dispenser shall be below the grab bar, 19 inchesminimum above the finish floor and shall not be locatedbehind the grab bars. Dispensers shall not be of a type that control delivery or that does not allow continuouspaper flow. §11B-604.7 ☒ Wheelchair accessible toilet compartments shall meet the requirements of Sections 11B-604.8.1 Wheelchair Accessible Compartments and 11B-604.8.3 Coat Hooks and Shelves. Compartments containing more than one plumbing fixture shall comply with Section 11B-603 Toilet and Bathing Rooms. Ambulatory accessible compartments shall comply with Sections11B-604.8.2 Ambulatory Accessible Compartments and11B-604.8.3 Coat Hooks and Shelves. §11B-604.8 ☒ In a wheelchair accessible compartment with an in- swing door, a minimum 60 inches wide by 36 inches deep maneuvering space shall be provided in front of the clearance required in Section 11B-604.8.1.1Wheelchair Accessible Compartment Size. §11B-604.8.1.1.1, Figures 11B-604.8.1.1.2(b) and 11B-604.8.1.1.3(b) ☒ In a wheelchair accessible compartment with a door located in the side wall or partition, either in-swinging or out-swinging, a minimum 60 inches wide and 60 inches deep maneuvering space shall be provided in front of the water closet. §11B-604.8.1.1.2 Figure 11B-604.8.1.1.2 ☒ In a wheel chair accessible compartment with end- opening door located in the front wall or partition (facing water closet), either in-swinging or out-swinging, a minimum 60 inches wide and 48 inches deep maneuvering space shall be provided in front of the water closet. §11B-604.8.1.1.3 Figure 11B-604.8.1.1.3 ☒ Toilet compartment doors, including door hardware, shall comply with Section 11B-404 Doors, Doorways, and Gates except that if the approach is from the push side of the compartment door, clearance between the door side of the compartment and any obstruction shall be 48 inches minimum measured perpendicular to the compartment door in its closed position. Door shall be located in front partition or in the side wall or partition farthest from the water closet. §11B-604.8.1.2 ☒ Where toilet compartment doors are located in the front partition, the door opening shall be 4 inches maximum from the sidewall or partition farthest from the water closet. Where located in the sidewall or partition, the door opening shall be 4 inches maximum from the front partition and the door shall be self-closing. §11B-604.8.1.2 ☒ A door pull complying with Section 11B-404.2.7 Door and Gate Hardware shall be placed on both sides of the door near the latch. Door shall not swing into the clear floor space or clearance required for any fixture. Doors may swing into that portion of the maneuvering space which does not overlap the clearance required at a water closet. §11B-604.8.1.2 (See exception) ☒ At least one side partition shall provide a toe clearance of 9 inches minimum above the finish floor and 6 inches deep minimum beyond the compartment-side face of the partition, exclusive of partition support members. Partition components at toe clearances shall be smooth without sharp edges or abrasive surfaces. Compartments for children’s use shall provide a toe clearance of 12 inches minimum above the finish floor.§11B-604.8.1.4 ☒ Ambulatory accessible compartments shall have a depth of 35 inches minimum and 37 inches maximum.§11B-604.8.2.1 ☒ Water closets and toilet compartments for children’s use shall comply with Section 11B-604.9 Water Closets and Toilet Compartments for Children’s Use and follow suggested dimensions on Table 11B-604.9. §11B-604.9 ☒ Where urinals are provided, at least 10 percent but no fewer than one shall comply with Section 11B-605.§11B-213.3.3. ☒ Urinals shall be the stall-type or the wall-hung type with the rim 17 inches maximum above the finish floor or ground. Urinals shall be 13½ inches deep minimum measured from the outer face of the urinal rim to the back of the fixture. §11B-605.2 ☒ Flush controls shall be hand operated or automatic.Hand operated flush controls shall comply with Section11B-309 Operable Parts except that the flush control shall be mounted at a maximum height of 44 inches above the finish floor. §11B-605.4 ☒ Where lavatories are provided, at least 10 percent but no fewer than one shall comply with Section 11B-606 and shall not be located in a toilet compartment. §11B-213.3.4, §11B-606.1. ☒ For lavatories and sinks, a clear floor space complying with Section 11B-305 Clear Floor or Ground Surfaces, positioned for a forward approach, and knee and toe clearance complying with Section 11B-306 Knee and Toe Clearance shall be provided. §11B-606.2 ☒ Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches maximum above the finish floor or ground. §11B-606.3 SIGNS RELATED TO TOILETS AND BATHRING FACILITIES Item # Sheet # Corrections Requested Respond ☒ Entrances leading to toilet rooms and bathing rooms complying with 11B-603 Toilet and Bathing Rooms shall be identified by a geometric symbol complying with 11B-703.7.2.6 Toilet and Bathing Room Geometric Symbols. Where existing toilet rooms or bathing rooms do not comply with 11B-603 Toilet and Bathing Rooms, directional signs indicating the location of the nearest compliant toilet room or bathing room within the facility shall be provided. Signs shall comply with 11B-703.5 Visual Characters and shall include the International Symbol of Accessibility complying with11B-703.7.2.1 ISA. Where existing toilet rooms orbathing rooms do not comply with 11B-603 Toilet and Bathing Rooms, the toilet rooms or bathing rooms complying with 11B-603 Toilet and Bathing Rooms shall be identified by the International Symbol of Accessibility complying with 11B-703.7.2.1 ISA. Where clustered single user toilet rooms or bathing facilities are permitted to use exceptions to 11B-213.2 Toilet and Bathing Rooms, toilet rooms or bathing facilities complying with 11B-603 Toilet and Bathing Rooms shall be identified by the International Symbol of Accessibility complying with 11B-703.7.2.1 ISA unless all toilet rooms and bathing facilities comply with 11B-603 Toilet and Bathing Rooms. Existing buildings thathave been remodeled to provide specific toilet rooms or bathing rooms for public use that comply with thesebuilding standards shall have the location of and thedirections to these rooms posted in or near the buildinglobby or entrance on a sign complying with 11B-703.5Visual Characters, including the International Symbol ofAccessibility complying with 11B-703.7.2.1 ISA. §11B-216.8 ☒ Pictograms shall comply with the following: ☐ Pictograms shall have a field height of 6 inches minimum. Characters and Braille shall not be located in the pictogram field. §11B-703.6.1 ☐ Pictograms and their field shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. §11B-703.6.2 ☐ Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall comply with 11B-703.2 Raised Characters,11B-703.3 Braille and 11B-703.4 Installation Heightand Location. §11B-703.6.3 ☐ The installation height and location of Pictogram signs shall be per §11B-703.4.1. ☒ Symbols shall comply with the following: ☐ Doorways leading to toilet rooms and bathing rooms shall be identified by a geometric symbol complying with 11B-703.7.2.6 Toilet and Bathing Facilities Geometric Symbols. The symbol shall be mounted at 58 inches minimum and 60 inches maximum above the finish floor or ground surface measured from the centerline of the symbol. Where a door is provided the symbol shall be mounted within 1 inch of the vertical centerline of the door. §11B-703.7.2.6 (See exception) ☐ Men’s toilet and bathing facilities shall be identified by an equilateral triangle, ¼ inch thick with edges 12 inches long and a vertex pointing upward. The triangle symbol shall contrast with the door, either light on a dark background or dark on a light background. §11B-703.7.2.6.1 ☐ Women’s toilet and bathing facilities shall be identified by a circle, ¼ inch thick and 12 inches in diameter. The circle symbol shall contrast with the door, either light on a dark background or dark on a light background. §11B-703.7.2.6.2 ☐ Unisex toilet and bathing facilities shall be identified by a circle, ¼ inch thick and 12 inches in diameter with a ¼ inch thick triangle with a vertex pointing upward superimposed on the circle and within the 12-inch diameter. The triangle symbol shall contrast with the circle symbol, either light on a dark background or dark on a light background. The circle symbol shall contrast with the door, either light on a dark background or dark on a light background.§11B-703.7.2.6.3 ADDITIONALCORRECTIONS: Item # Sheet # Corrections Requested Respond ☒ Title The business license as shown on address 1501 East Mcfadden avenue as an Indoor soccer. The occupancy group is “A-4”. The plan indicates occupancy group B and F-1 in a type V-B construction without fire sprinkler. The allowable area for the proposed addition far exceeds code allowance. Please research existing building permits and obtain accurate building data. For example, the type of construction on this building is Type III-B. Provide an allowable area analysis per CBC Section 506 and 508 to ensure code compliance. ☒ A1 Provide plumbing fixture calculations. The proposed toilet room design on the first floor and second floor have a combined toilet fixture count less than the original conditions. Justify reduced plumbing fixture counts meet minimum plumbing code requirements. ☒ A1 Specify 18 inches clearance pass the strike-edge of the door in room #104, 105, and door between adjacent occupancy. ☒ A2 Toilet room on the second floor shall be accessible. Provide all required technical accessible details for this toilet room. ☒ A3 Specify clear ceiling height on the first and second floor. ☒ S Provide structural calculations for plan check. ☒ S Structural engineer shall stamp and sign all structural drawings. ☒ S-3 Show shear wall location on floor framing plan. ☒ S-3 Specify post size below beam (BM1) near stairway. ☒ S-3 Provide structural connection details where 4x14 beam connects to the exterior wall. ☒ S-3 Revise detail “2/S2” to “1/S2” on the East wall. The detail should indicate framing direction is perpendicular to the exterior wall. ☒ S-3 A post and footing is missing near the stairway. ☐ ☐ ☐ ☐ ☐