This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
◼ Submittal documents consisting of construction documents , statement of special inspections , geotechnical report and other data shall be submitted in two or more sets with each permit application.
◼ The construction documents shall be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed.
◼ Where special conditions exist, the building official is authorized to require additional construction documents to be prepared by a registered design professional.
◼ Exception: The building official is authorized to waive the submission of construction documents and other data not required to be prepared by a registered design professional if it is found that the nature of the work applied for is such that review of construction documents is not necessary to obtain compliance with this code.
◼ Construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work proposed and show in detail that it will conform to the provisions of this code and relevant laws, ordinances, rules and regulations, as determined by the building official.
◼ Shop drawings for the fire protection system(s) shall be submitted to indicate conformance with this code and the construction documents and shall be approved prior to the start of system installation.
◼ Shop drawings shall contain all information as required by the referenced installation standards in Chapter 9.
◼ The construction documents shall show in sufficient detail the location, construction, size and character of all portions of the means of egress in compliance with the provisions of this code. In other than occupancies in Groups R-2, R-3, as applicable in Section 101.2, and I-1, the construction documents shall designate the number of occupants to be accommodated on every floor, and in all rooms and spaces.
◼ The construction documents shall provide details of the exterior wall envelope as required, including flashing, intersections with dissimilar materials, corners, end details, control joints, intersections at roof, eaves or parapets, means of drainage, water-resistive membrane and details around openings.
◼ The construction documents shall include manufacturer’s installation instructions that provide supporting documentation that the proposed penetration and opening details described in the construction documents maintain the weather resistance of the exterior wall envelope.
107.2.5 Exterior balconies and elevated walking surfaces
◼ Where balconies or other elevated walking surfaces are exposed to water from direct or blowing rain, snow, or irrigation, and the structural framing is protected by an impervious moisture barrier, the construction documents shall include details for all elements of the impervious moisture barrier system.
◼ The construction documents shall include manufacturer’s installation instructions.
◼ The construction documents submitted with the application for permit shall be accompanied by a site plan showing to scale the size and location of new construction and existing structures on the site, distances from lot lines, the established street grades and the proposed finished grades and, as applicable, flood hazard areas, floodways, and design flood elevations; and it shall be drawn in accordance with an accurate boundary line survey.
1603.1Construction Documents◼ Construction documents
shall show the size, section and relative locations of structural members with floor levels, column centers and offsets dimensioned. The design loads and other information pertinent to the structural design required by Sections 1603.1.1 through 1603.1.9 shall be indicated on the construction documents.
◼ Floor live load◼ Roof live load◼ Roof snow load data◼ Wind design data◼ Earthquake design
data◼ Geotechnical
information◼ Flood design data◼ Special loads◼ Roof rain load data
◼ The building official shall examine or cause to be examined the accompanying submittal documents and shall ascertain by such examinations whether the construction indicated and described is in accordance with the requirements of this code and other pertinent laws or ordinances.
◼ One set of construction documents so reviewed shall be retained by the building official.
◼ The other set shall be returned to the applicant, shall be kept at the site of work and shall be open to inspection by the building official or a duly authorized representative.
◼ The building official is authorized to issue a permit for the construction of foundations or any other part of a building or structure before the construction documents for the whole building or structure have been submitted, provided that adequate information and detailed statements have been filed complying with pertinent requirements of this code.
◼ The holder of such permit for the foundation or other parts of a building or structure shall proceed at the holder’s own risk with the building operation and without assurance that a permit for the entire structure will be granted.
Design Professional In Responsible Charge - 107.3.4
◼ The registered design professional in responsible charge shall be responsible for reviewing and coordinating submittal documents prepared by others, including phased and deferred submittal items, for compatibility with the design of the building.
◼ Deferral of any submittal items shall have the prior approval of the building official. The registered design professional in responsible charge shall list the deferred submittals on the construction documents for review by the building official.
◼ Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building. The deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official.
◼ Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in compliance with the approved construction documents shall be resubmitted for approval as an amended set of construction documents.
◼ One set of approved construction documents shall be retained by the building official for a period of not less than 180 days from date of completion of the permitted work, or as required by state or local laws.
◼ Arch. Dwg. A501 Review Comments: Specify the width/ riser / treads for the new stair to the Mech. Room. Specify a guardrail at the floor opening. Address the incidental use separation at the Mech equipment (furnace) per IBC, Table 508.2.5.
◼ Confirm / document that fire alarms shall be provided per IBC, Section 907.2.9.1 and address the 1-Hour firestopping at the plumb penetrations at the 1-hour F-C assembly (specify applicable UL assemblies or equivalent) per IBC, Section 713.4.1.1.2 and electrical membrane penetrations per IBC, Section 713.4.1.2.
◼ Refer to Sheet A13.7. Please provide the specific listing for the sprayed applied fireproofing. The listing should include the thickness of the fireproofing for the specific ratings. (Section 704.13)
◼ Refer to Sheet A11.2, Section A. The two-hour enclosure around the exit stair is not continuous. The horizontal assemblies separating the basement from the stair enclosures and the basement, and the adjacent exit passageway. (Section 1022.1)
◼ Calculate Building Area– The area included within
surrounding exterior walls (or exterior walls and firewalls) exclusive of vent shafts and courts.
– Areas of the building not provided with surrounding walls shall be included in the building area if such areas are included within the horizontal projection of the roof or floor above.
◼ To qualify for an area factor increase based on frontage, the public way or open space adjacent to the building perimeter shall have a minimum distance (W) of 20 feet measured at right angles from the building face to any of the following:
1. The closest interior lot line.
2. The entire width of a street, alley or public way.
3. The exterior face of an adjacent building on the same property.
◼ Where the value of W is greater than 30 feet, a value of 30 feet shall be used in calculating the building area increase based on frontage, regardless of the actual width of the public way or open space.
◼ Where the value of W varies along the perimeter of the building, the calculation performed in accordance with Equation 5-5 shall be based on the weighted average calculated in accordance with Equation 5-4.
◼ Aa = Allowable area (square feet).◼ At = Tabular allowable area factor in
accordance with Table 506.2.◼ NS = Tabular allowable area factor in
accordance with Table 506.2 for a nonsprinklered building.
◼ If = Area factor increase due to frontage as calculated in accordance with Section 506.3.
◼ Sa = Actual number of building stories above grade plane, not to exceed three. For buildings equipped sprinkler system installed in accordance with Section NFPA 13R, use the actual number of building stories above grade plane, not to exceed four.
Mixed-occupancy, one-story buildings - 506.2.2 ◼ The allowable area of a
mixed-occupancy building with no more than one story above grade plane shall be determined in accordance with the applicable provisions of Section 508.1 based on Equation 5-1 for each applicable occupancy.– Nonseparated
◼ Each story of a mixed-occupancy building with more than one story above grade plane shall individually comply with the applicable requirements of Section 508.1.
◼ For buildings with more than three stories above grade plane, the total building area shall be such that the aggregate sum of the ratios of the actual area of each story divided by the allowable area of such stories, determined in accordance with Equation 5-3 based on the applicable provisions of Section 508.1, shall not exceed three.
◼ The allowable building area and height of the building shall be based on the allowable building area and height for the main occupancy in accordance with Section 503.1.
◼ Must be less than 10% of the building area of the story in which it is located, (508.2.1).
◼ No separation is required between accessory occupancies and the main occupancy.
Exceptions: 1. Group H-2, H-3, H-4 and H-5
occupancies shall be separated from all other occupancies in accordance with Section 508.4.
2. Incidental accessory occupancies required to be separated or protected by Section 508.2.5.
3. Group I-1, R-1, R-2 and R-3 dwelling units and sleeping units shall be separated from other dwelling or sleeping units and from accessory occupancies contiguous to them in accordance with the requirements of Section 420.
S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1.NS = Buildings not equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1.N = No separation requirement.NP = Not permitted.a. See Section 420.b. The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but not to less than 1
hour.c. See Section 406.3.4.d. Separation is not required between occupancies of the same classification.e. See Section 422.2 for ambulatory care facilities.
◼ The incidental uses listed in Table 509 shall be separated from the remainder of the building or equipped with an automatic sprinkler system, or both, in accordance with the provisions of that table.
That portion of exit access travel distance measured from the most remote point of each room, area or space to that point where the occupants have separate and distinct access to two exits or exit access doorways.
Each story and occupied roof shall have the minimum number of separate and distinct exits, or access to exits, as specified in Table 1006.3.2.
A single exit or access to a single exit shall be permitted in accordance with Section 1006.3.3.
The required number of exits, or exit access stairways or ramps providing access to exits, from any story or occupied roof shall be maintained until arrival at the exit discharge or a public way.
The required capacity of corridors shall be determined as specified in Section 1005.1, but the minimum width shall be not less than that specified in Table 1020.2.
◼ Exception: In Group I-2 occupancies, corridors are not required to have a clear width of 96 inches in areas where there will not be stretcher or bed movement for access to care or as part of the defend-in-place strategy.
Where more than one exit or exit access doorway is required, the exit access shall be arranged such that there are no dead ends in corridors more than 20 feet in length.◼ some I-3 occupancies
◼ Group B, E, F, I-1, M, R-1, R-2, S and U w/sprinklers permitted to be 50’
A path of egress travel from one building to an area in another building on approximately the same level, or a path of egress travel through or around a wall or partition to an area on approximately the same level in the same building, which affords safety from fire and smoke from the area of incidence and areas communicating therewith.
The fire-resistance rating of structural members and assemblies shall comply with the requirements for the type of construction and shall not be less than the rating required for the fire-resistance-rated assemblies supported
GA Proprietary Systems Where the word "proprietary“ appears in system descriptions either the
system or one or more of its components is considered proprietary.
Each proprietary system shall be built utilizing the components specified by the company or companies listed under the detailed description for that system.
All other systems are generic.
Generic systems are applicable to the products of any manufacturer, whether a member of the gypsum association or not, provided the products meet the appropriate standards.
1. Floor and Ceiling Runners Steel channels, 1 in. deep by 2-1/2 in. wide, fabricated from No. 25 MSG galv steel, attached to concrete or masonry with fasteners 24 in. on centers.
2. Steel Studs 2-1/2 in. wide with 1-3/8 in. legs, 1/4 in. flange in legs, fabricated from No. 25 ga galv steel, 1-1/2 in. wide by 1-3/4 in. high conduit cutouts spaced 24 in. OC. Studs 1/2 in. less in length than assembly height.
3. Gypsum Board* 1/2 in. thick, paper or vinyl surfaced. Wallboard sheets applied vertically or horizontally with vertical joints located over studs attached to studs with 1 in. self-drilling, self-tapping steel screws located 12 in. OC in the field and 8 in. OC at joints. Joints covered with paper
tape and joint compound. Exposed screw heads covered with joint compound. NATIONAL GYPSUM CO — Types FSW-1, FSW-G and FSW-C.
4. 4. Batts and Blankets* 2 in. thick batts, supplied in 24 in. widths, placed to fill interior of wall. Any
mineral wool batt bearing the UL Classification Marking as to Fire Resistance. See Batts and Blankets (BZJZ) Category For Names of Classified Companies.
5. 4A. Fiber, Sprayed* As an alternate to Batts and Blankets (Item 4) — Spray applied cellulose
insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft3.
U S GREENFIBER L L C — Cocoon stabilized cellulose insulation.
Joints in or between fire-resistance-rated walls, floor or floor/ceiling assemblies and roofs or roof/ceiling assemblies
Protected by an approved fire-resistant joint system designed to resist the passage of fire for a time period not less than the required fire-resistance rating of the wall, floor or roof in or between which it is installed.
Approved automatic sprinkler systems in new buildings and structures shall be provided in the locations described in this section◼ Specific Occupancies
An approved fire alarm system installed in accordance with the provisions of this code and NFPA 72 shall be provided in new buildings and structures in accordance with Sections 907.2.1 through 907.2.23 and provide occupant notification in accordance with Section 907.5, unless other requirements are provided by another section of this code.
Not fewer than one manual fire alarm box shall be provided in an approved location to initiate a fire alarm signal for fire alarm systems employing automatic fire detectors or waterflow detection devices. Where other sections of this code allow elimination of fire alarm boxes due to sprinklers, a single fire alarm box shall be installed.
1. In Group R-2, R-3 and R-4 occupancies that are required to have Accessible, Type A or Type B dwelling units or sleeping units, at least 2 percent, but not less than one, of each type of parking space provided shall be accessible.
2. In Group I-1 and R-1 occupancies, accessible parking shall be provided in accordance with Table 1106.1.
3. Where at least one parking space is provided for each dwelling unit or sleeping unit, at least one accessible parking space shall be provided for each Accessible and Type A unit.
4. Where parking is provided within or beneath a building, accessible parking spaces shall also be provided within or beneath the building.
For every six or fraction of six accessible parking spaces, at least one shall be a van-accessible parking space.
◼ Exception: In Group U private garages that serve Group R-2 and R-3 occupancies, van-accessible spaces located within private garages shall be permitted to have vehicular routes, entrances, parking spaces and access aisles with a minimum vertical clearance of 7 feet
Where a floor level is not required to be connected by an accessible route, the only toilet rooms or bathing facilities provided within the facility shall not be located on the inaccessible floor.
At least one of each type of fixture, element, control or dispenser in each accessible toilet room and bathing facility shall be accessible.
At least one wheelchair-accessible compartment shall be provided.
Where the combined total water closet compartments and urinals provided in a toilet room or bathing facility is six or more, at least one ambulatory-accessible water closet compartment shall be provided in addition to the wheelchair-accessible compartment. Wheelchair-accessible and ambulatory-accessible compartments shall comply with ICC/ANSI A117.1.
Enclosed attics and enclosed rafter spaces◼ Minimum 1” air space
between insulation and sheathing
◼ 1/300 of the area of the space ventilated, with 50 % of the required ventilating area provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet above eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents.
In other than dwelling units, toilet, bathing and shower room floor finish materials shall have a smooth, hard, nonabsorbent surface.
The intersections of such floors with walls shall have a smooth, hard, nonabsorbent vertical base that extends upward onto the walls not less than 4 inches.
1209.2.2 Walls and partitions within 2 feet of service sinks, urinals and water closets shall have a smooth, hard, nonabsorbent surface, to a height of not less than 4 feet above the floor, and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture.
Exceptions:
◼ Dwelling Units and sleeping units
◼ Toilet rooms not accessible to public with one water closet
Exterior walls shall provide the building with a weather resistant exterior wall envelope.
The exterior wall envelope shall be designed and constructed in such a manner as to prevent the accumulation of water within the wall assembly ◼ water-resistive barrier
behind the exterior veneer,
◼ A means for draining water that enters the assembly to the exterior of the veneer,
Roof decks shall be covered with approved roof coverings secured to the building or structure in accordance with the provisions of this chapter.
Roof coverings shall be designed in accordance with this code, and installed in accordance with this code and the manufacturer’s approved instructions.
Within 24-inch arc of door in closed positionExceptions:◼ Intervening wall or other
permanent barrier between the door and the glazing.
◼ Where access through the door is to a closet or storage area 3 feet or less in depth.
◼ Glazing in walls perpendicular to the plane of the door in a closed position, other than the wall towards which the door swings when opened, in dwelling units
Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches measured vertically above any standing or walking surface shall be considered a hazardous location. This shall apply to single glazing and all panes in multiple glazing.
◼ Exception: Glazing that is more than 60 inches, measured horizontally and in a straight line, from the water’s edge of a bathtub, hot tub, spa, whirlpool, or swimming pool.
Glazing where the bottom exposed edge of the glazing is less than 60 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs, and ramps shall be considered a hazardous location.
Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within 60 inches horizontally of the bottom tread shall be considered a hazardous location.
Where application is made to the building official for construction as specified in Section 105, the owner or the owner’s authorized agent, other than the contractor, shall employ one or more approved agencies to provide special inspections and tests during construction on the types of work specified in Section 1705 and identify the approved agencies to the building official.
These special inspections and tests are in addition to the inspections by the building official that are identified in Section 110.
The applicant shall submit a statement of special inspections in accordance with Section 107.1 as a condition for permit issuance. This statement shall be in accordance with Section 1704.3.
◼ Exception: A statement of special inspections is not required for portions of structures designed and constructed in accordance with the cold-formed steel light-frame construction provisions of Section 2211.7 or the conventional light-frame construction provisions of Section 2308.
Geotechnical investigations shall be conducted in accordance with Section 1803.2 and reported in accordance with Section 1803.6.
Where required by the building official or where geotechnical investigations involve in-situ testing, laboratory testing or engineering calculations, such investigations shall be conducted by a registered design professional.
Where a hydrostatic pressure condition does not exist, dampproofing shall be provided and a base shall be installed under the floor and a drain installed around the foundation perimeter.
Structural concrete shall be designed and constructed in accordance with the requirements of this chapter and ACI 318 as amended in Section 1905 of this code.
Except for the provisions of Sections 1904 and 1907, the design and construction of slabs on grade shall not be governed by this chapter unless they transmit vertical loads or lateral forces from other parts of the structure to the soil.
The design of structural elements or systems, constructed partially or wholly of wood or wood-based products, shall be based on one of the following methods.