HomeMy WebLinkAboutPLAN CHECKLIST - 06-00024 - Rexburg LDS Temple - New BuildingPlan Checklist for the 2003 International Building Code
Name of Project: E)(Bag C=21-
USE AND OCCUPANCY
1. Classification as per Sections 302.1 & 303 thru 312 3 v`
2. Incidental use areas see Table 302.1.1
3. Identify if mixed occupancy exists,.. es or No If no then skip #3 below.
Accessory Space (10% or under)
Nonseparated Mixed Occupancy as per Section 302.3.1 A-
Separated Mixed Occupancy as per Table 302.3.2 Identify on plans Fire Barrier Walls and/or
Horizontal Assemblies including the rating
3. If Assembly Occupancy exists, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants
as per Section 303.1.1- IA
4. Covered Malls, see Section 402. trium se S ion 404. Underground Buildings see Section 405.
Motor Vehicle Occupancies, se ectio 4 6. - Occupancies see Section 407. I-3 Occupancies
see Section 408. Motion Pictu roj ti n oo s see Section 409. Stages and Platforms see
section 410. Special Amusem n B ld' g see ection 411. Aircraft Related Occupancies see
Section 412. Combustible St ra a ee e . 3. Hazardous Materials see Section 414. H-
Occupancies see Section 41 . A li ti of F able Finishes see Section 416. Drying Rooms
see Section 417. Organic C atin s e ection 18.
HEIGHT AND AREA
1. Area, First Floor W54V/7P Second Floor C1y , Third Floor
2. Area meets requirements as per Table 503. (Basements need not be included as per Section
503.1.1) YesX No
3. Height meets requirements as per Table 503. Yes No
4. Buildings on same Lot? Yes NoX If no then skip #5 below.
5. Regulated as Separate or Regulated as one Building as per Section 503.1.3
6. Height modified as per Section 504. Yes No X If yes, sprinklers are required.
7. Area modified as per Section 506. Yes No C If yes use the area provided below to
calculate increase.
N/
Total Area Allowed after Increase A 11104
Area Shown on Plans
8. Zero Lot Line Buildings see Se ion 705. For Mezzanines see Section 505. Unlimited Area
Buildings see Section 507.
1qw(
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1.
Identify the Type of Construction as per Section 602
2.
Check allowable material for Type I and II buildings as per Section 603 K
3.
Table 601- Identify Building Element Ratings
��-
4.
Table 602 - Identify the Fire Resistance Ratings of Exterior Walls'2
5.
Check Openi gs in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section
704.8.1)
6.
7.
Projections meet requirements of Section 704.2 x
Check for window vertical exposure from roof below as per Section 704.10-A)IA
8.
Check that Parapets are not required as per Section 704.11
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9.
Are Firewa s us d required? Yes No If no, skip # 10 below.
10.
Chec ire all f tructural Stability Fire Resistance Rating as per Table 705.4
Made N nc s ible Materials(except Type V) Horizontal Continuity Vertical
Conti u ty o ection to Exterior Walls as per Section 705.5.1 Extend to
Hori nt Pr je ements as per Section 705.5.2 Openings (no windows) as per
Secti n 7 5. heck that Penetrations meet requirements of Section 712 Ducts and
Air ans Openings in Firewall meet requirements of Section 705.11.
11.
Are Fire BarM*esused or r uired? (as required by table 302.3.2) Yes No If no skip
#12 below.►u A
fs �,, fs Z Ll
12.
Check Fi a arriers for structural stability as per Section 706.4.�C' Op n' s limited to 25%
of wall. Maximum opening size of 120 sq. ft. (unless sprinklered) Check that
Penetrations meet the requirements of Section 712.Ducts and Air Transfer Openings meet
the requirements of Section 712 and 716.
13.
Are Shaft Enclosures used or required? Yes No If no then skip # 14 below.
14.
Shaft Enclosures meet the requirements of Section 707.E
15.
Are Fire P ' 'ons used or required? Yes No If no then skip #16 below.
16.
tions for Structural Stability and Continuity as per Section 708.4. Dwelling
Checkffi
units tinklered are allowed V2 hr. separations versus 1 hr. Check that
Penetrt the requirements of Section 712. Ducts and Air Transfer Openings meet
17.
the reents of Section 712 and 716.
Fire Rated Ceiling Panels meet requirements as per Section 711.3. LA&
18.
All Penetrations in Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 712._AL
19.
Fire Resistive Joint Systems meet the requirements of Section 713.r
20.
Doors and Shutters in Fire Resistive Assemblies meet the requirements of Table 715.3. x
21.
Fire Doors are Self Closing.--?- 7At7 XA%?u~? ac opl y /-r
22.
Fire Windows or Glazing conform to Section 715.4 and Table 715.4. /v
23.
Fire and Smoke Dampers conform with Section 716.
24.
Fire Blocking and Draft Stopping is provided as per ection 717(Draft Stopping is not
required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not
required if in sprinklered building with sprinklered concealed spaces)
25.
Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803.
26.
Floor Finish meets requirements of Section 804.
14m%
FIRE PROTECTION SYSTEM
1. Is a Fire Protection System required for this building in order to meet area, height etc. requirements?
Yes ' No If no skip #2 below.
2. List the type of system that is required A4
3. Other requirements requiring Fire Protgction Systems (check if needed):
Group A (Asper Section 903.2.1)
Group E (As per Section 903.2.2)
Group F-1 (Asper Section 903.2.3)
Group H (As per Section 903.2.4)
Group I (As per Section 903.2.5)
Group M (As per Section 903.2.6
Group R (As per Section 903.2.7
Group S-1 (Asper Section 903. .8)
Group S-2 (As per Section 903 2.9)
All Buildings except R-3 and U (As per Section 903.2.10)
Ducts conveying Hazardous Exhausts (As per Section 903.2.12.1) 17
Commercial Cooking Operations (As per Section 903.2.12.2)
As per Table 903.2.13�_
4. If Sprinklers needed as identified in #3 list type of system required.
5. If Sprinkler e i d by of the ove, Are Monitors and Alarms provided as per Section
903.4?
6. If an Altern i i F re Ext guishing System is identified, does I meet the requirements of
Section 904
7. Are Fire Al s required as per Sect' ns 907 or 908? Yes No if no then skip #8
below.
8. Do Alarms meet the requirements lis d in Sections 907 or 908?
9. Is smoke control required?(as per Se ions 402, 404, 405 or 410) Yes No If yes, see
Sections 909.
10. H Occupancies may require smoke d heat vents as per Sections 415.6 and 410.
MEANS OF EGRESS
1. Minimum height of 7'as per Section 1003.2. k
2. Any protruding objects meet the requirements of Section 1003.3. �C
3. The occupant load shown on plans.
4. The occupant load as per calculated by Table 1004.1.2. 114? 60
5. Occupant load posted in every assembly occupancy as per Section 1004.3.A/0'19V
6. Egress width is identified on plans.
7. Egress width meets requirements as calculated per Table 1005.1. t<
8. Multiple means of egress sized so that the loss of any one means of egress shall not reduce the
available egress capacity to less than 50% of total required._
9. Door encroachment does not reduce the required egress width to less than 50% required.'
10. Means of egress is illuminated as per Section 1006. 0)(
11. Illumination emergency power is shown for means of egress as per Section 1006.3.
12. An enclosed exit stairway is shown. Yes � No if no, skip #13, #14 and #15 below.
13. Enclosed stairway has an area of refuge(as per Section 1007.6) or is sprinklered. X
14. Area of refuge has 2-way communications, instructions and is identified as per Sections 1007.6.3,
1007.6.4 and 1007.6.5.E
15. Door clear widths are a minimum of 32". Except as allowed by exception of Section 1008.1.1. V
16. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy.
17. Specialty doors meet the requirements of 1008.1.3. ` e
18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5. X
19. Thresholds are ide V
ed as a maximum of '/z" high, for swing doors and V for sliding doors as per
Section 1008.1.6.
20. Space between two doors is less than 48"(except R2&R3 non Type A units).
21. Locks and latches meet requirements of 1008.1.8. V y
22. Panic hardware is shown at required locations (Section 1008.1.9). /1
23. Does a stairway exist. Yes No If no, skip #24 thru #28.
24. Stairway doors do not open over stairs. X
25. Stairways are a minimum of 44" wide(except where occupant load is 50 or less or as per Section
1009.1).
26. Maximum riser is 7 inches and minimum tread is 11 inches. X
27. A landing is provided at the top and bottom of each stairway.
28. Maximum vertical rise without a landing is 12'. K
29. Handrails are identified that meet the requirements of Section 1009.11.x
30. Handrails return to wall, etc. or are continuous to next stair handrails
31. Elevation change of over 1/20 is designed as a ramp as per Section 1010
32. Exit signs are identified when over 2 doors are required for exiting.
33. Exit signs are spaced no more than 100' apart or to the door.
34.42" guardrails are shown whenever a walking surface is over 30" above grade. _
35. Any roof mechanical equipment within 10' from edge has a guardrail shown.
36. Egress does not pass through intervening spaces unless the space is accessory to he area served and
the intervening space is not hazardous.
37. If multiple tenant spaces exist, egress from any one does not pass through another. A/64-
3 8. Length of common egress travel does not surpass requirements as per Section 013.3.
39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2.
40. Spaces with one means of egress meet the following maximum occupancy loads:!'
a. Occupancy A,B,E,F,M & U - 50 occ.
b. Occupancy H-1, H-2, & H-3 - 3 occ.
C. Occupancy H-4, H-5, I-1, I-3, I-4, & R -10 occ.
d. Occupancy S - 30 occ.
41. Where two or more exits are required, they are a minimum of %2 the diagonal distance of the space
served apart or where the space is served by an automatic sprinkler system, the distance is 1/3.
42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided. Ki
43. Refrigeration machinery rooms and refrigerated rooms over 1000 sq. ft. have two exits. -
44. Stage means of egress comply with Section 1014.6.
45. Exit Access travel distance meets requirements of Table 1015.1.
46. Exterior exit balconies constructed in accordance with Section 1015.1 have 100' added to their travel
distance..
47. Corridors are rated as per Table 1016.1.
-4
48. Corridor widths meet requirements of Section 1016.2.-
49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F.
50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft.
51. The minimum number of exits for occupant load meets the following: L
1-500 requires 2 exits
501-1000 requires 3 exits
More than 1000 requires 4 exits
52. Buildings with one exit meet the requirements of Section and Table 1018.2.
53. Interior stairwells required as a means of egress meet the requirements of Section 1019. )f
54. Space under stairs is identified as 1-hour rated. k
55. Exterior ramps or stairs are open on one side and have a minimum of 35 sq. ft. of open space not less
than 42" above any floor level.
56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6. MO
57. Exterior balconies, stairways and ramps are over 10' from 19t lines and other buildings on the lotw4.
58. Egress courts meet the requirements of Section 1023.5. �%/�'
59. Assembly occupancies meet the requirements of Section 1024.'
60. Window egress or better is provided in eve sleeping room and an habitable basement.
�' p every P g Y
61. Vestibule is provided as per Section 802.3.6 of the International Energy Conservation Code._
ACCESSIBLITY
1. An accessible route connects all accessible buildings, accessible facilities, accessible elements,
accessible spaces and the public right-of-way(except as excepted by Section 1104).
2. In addition to the required accessible entrances, 50% of all public entrances are accessible.
3. Accessible parking is provided as per Table 1106.1. .//
4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy.
5. Van spaces are provided.(one out of six and any portion)
6. Accessible parking is rovided on shortest route from accessible parking to the accessible
building entrance..
7. Group I occupancies meet accessibility requirements as set forth in Section 1107.5.�i�
8. GroupR-1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1. ;Llx
P q
9. Where 4 or more apartment units, one level town homes or condos are located in one structure,
all units are designed as Type B units as per ICC/ANSI 117.1 unless on a upper level without
elevator service.
10. Where more than20 apartment unit, one level town homes or condos are located in a project, 2%
but not less than one are designed as Type A units as per ICC/ANSI 117.1.7ZL
11. Wheelchair spaces (and companion seat as per Section 1108.2.5) are provided in Assembly
Occupancies as per Table 1108.2.2.1.�
12. Assistive listening systems are provided in Assembly occupancies where audible
communications are integral to the use of the space.-NW01.9
13. Any Assembly occupancy performance area has an accessible route as per Section 1108.2.8.�
14. Any dining area in an Assembly Occupancy is fully accessible. '' ////,,,,
15. Self service storage facilities shall provide accessible spaces as per Section 1108.3./l�!'�--
16. Toilet and bathing facilities are accessible(unless in a private office)as per Section 1109.2.
17. Unisex toilets and bathing rooms are supplied as per Section 1109.2. L c
18. Where sinks are provided, 5%, but not less than 1 is accessible. iC
19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling).
-4--wee
20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1. Attic ventilation exists that is 1/150 of the floor space/or 1/300 with vapor barrier.
2. 50% of the attic ventilation is 3 ft. above eaves. A!//L-
3. Crawl space ventilation complies with Section 1203.3.
4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space.A___
5. Interior spaces that do not have openings directly to outside meet requirements of Section
1203.4.1.
6. Bathrooms containing bathtubs, showers or spas are mechanically vented.
-,44/ 7. Natural or Artificial light is provided that meets the require ents of Section 1205. A
8. Courts shall meet the requirements of Section 1206.3. A& /
9. Dwellings party walls and floors meet the requirements of Section 1207.E
10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area. 4144
11. Dwelling units(except Section 1208.4 efficient units) have one habi ab a room of 120 s4-54k,
12. All ceilings are a minimum of 7' 6" with no more than 1 /3 at 7' 0".
13. Attics and crawl spaces have access openings as per Section 1209.
14. An energy review has been submitted that meets the requirements of the International Energy
conservation code.
EXTERIOR WALLS AND ROOFS
1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and
leakage has been provided._
2. Water resistant barrier shown on sheathing as per Chapter 14.
3. Masonry veneer is flashed at bottom and has weep holes as per Section 1405.3.2. 1Y�
4. Masonry veneer shall be mechanically attached as p Section 1405.5.
5. Stone Veneer is anchored as per Section 1405.6. -V
6. Sidings shall be applied as per Section 1405.
7. Fire separation distance for combustible veneers(siding) meet that of Table 14 6.2.1.2._�/'«-
8. Balconies that protrude shall meet the requirement of Table 601 for floors 11
9. Metal Composite Materials(MCM) shall meet the requirements of Section 140w,-
10. Roof coverings meet the requirements of Table 1505.1.
11. Double underlay ent is provided in asphalt roofs with minimum slope of 2:12 up to and including a
4:12 slope.
12. An ice dam membrane (one continuous sheet or two sheet cemented together) f r all asphalt roofs is
provided from the roof edge to 24" inside of the insi of the exterior wall. 41*
13. Drip edge metal is provided along all roof edge. J
14. Metal roofs meet the requirements of Section 15 7. t&A
15. Built-up roofs meet the requirements of Section 1507.10.�
16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.13.
17. All other roofing types meet the requirements of Section 1507.
18. Buildings with roof drains have drains designed and sized as per UPC 1105.0. ZWIP
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1. Structural Use Group (as per Table 1604.5) ��
2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and live
loads, gro d snow load, basic wind speed, wind exposure, seismic design category and site
class.
3. All ans xcept as described in # 1 above shall include the following:
a. Floor live load including any reductions. V'
b. Roof live load as per Section 1607.11. IV
C. Roof Snow load, including the flat roof snow load, the snow exposure factor, the snow
load importance factor and the thermal facto
d. Wind design data, including basic wind speed, wind importance factor with building
category, wind exposure, applicable internal pressure coefficJent and the design wind
pressure used for the design of components and cladding.
e. Earthquake design data including seismic importance factor, seismic use group, mapped
spectral response accelerations, site class, spectral response coefficients, seismic design
category, basic seismic -force -resisting systems, design base shear, seismic response
coefficients, response modification factors and the anAlysis procedure used. �C
4. Flood zone is identified(if in flood zone see Section 1603.1.6)
5. Design of floor live loads in access of 50 lbs per sq. ft. also identify that signs must be posted as per
Section 1603.3/"'
6. Structural design calculations meeting the requirements of chapter 16 have been provided._
7. Architectural, mechanical and electrical components meet the seismic requirements of Section
1621. i
8. Where special fabrication (usually steel) is performed off sight, the fabricator has provided a
certificate of compliance as per Section 1704.2.2. A10*0
9. Special inspections are identified for welding
10. Special inspections are identified for high strength bolting
11. Special inspections are identified for concrete construction except as excluded by Section
1704.4.
12. Special inspection are identified for masonry as per Section 1704.5.ey
13. Special inspections are identified for fills greater than 12" deep where load is applied.,
14. Special inspections are identified for all pier and pile foundations.
15. Special inspections are identified for sprayed on fire resistance applications.
16. Special inspections are identified for smoke control systems.
17. Quality assurance plan for seismic resistance is provided (exce t for design light frame as per
chapter 2308 or reinforced masonry less than 25 feet high) .
18. Special inspections are provided for seismic force resisting systems.
19. Structu al observations as per Section 1709 are identified for structures in Seismic Use Groups II or
20. Truss Details provided or noted to be provided prior to frame inspection.
SOILS AND FOUNDATIONS
1. Allowable soil foundation bearing pressure (as per Table 1804.2). X-,
2. A soil investigation is required per the requirements of Section 1802.2 where questionable soils
such as fill materials, organic s i s, clays or questionable rock strata exist. Do any of these
conditions exist? Yes No If yes, are the necessary soil reports provided? Yes No
3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5% for natural surfaces.
4. Information provided as per Section 1803.5 for any structural fill.
5. Footings (except for 1 story category 1 buildings no bigger than 400 sq. ft.) are 36" below grade
for frost protection.'
6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3 ii 7. Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is
identified and approved by the building official).��
8. Footings designed so that the allowable bearing capacity of the soil is not exceeded.
9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5j.�
10. Except for Group R and U occupancies of light framed construction of seismic design D and less
than 3 stories in hieght, concrete is a minimum of 3000 p.s.i.._
11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5., X
140/
12. Foundation d inage system or water -proofing (Section 1807.3) is provided where water table
warrants.
13. Damproofing shown under slabs as per Section 1807.2.1.
14. Damproofing shown for foundation walls.
15. Minimum of 4" of gravel is shown under all slabs. �C
16. Foundation dr 'n is installed (except in well -drained gravel areas) as per Section 1807.4.2 and
1807.4.3.
17. Piles meet requirements of Section 1808, 1809, 1810 and 1811.Ai_
18. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812._X�
CONCRETE and MASONRY
1. Construction documents show compressive strength of concrete, strength or grade of reinforcement
and the size and location of reinforcement.
2. Structures assigned to Seismic Design Category D contain a statement identifying if slab -on -grade is
designed as a structural diaphragm.{'
3. Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the
requirements of Section 1904.2.2 and Tables 1904.2.2(1) and 1904.2.2(2);�
4. Masonry construction documents identify size, grade, type and location of reinforcement, anchors
and wall ties as per Section 2101.3.
5. Masonry fireplaces have minimum 2 ' th' k footings that are 6" wider than masonry.
6. Masonry fireplaces have seismic f r ent and anchors as per Section 2111.
7. Masonry fireplaces meet design r u' is of Section 2111 and Table 2111.1.
8. Masonry chimneys shall meet re u re o Section 2113.
1. • • 1I
1. Truss drawi s ide of requirements as per Section 2303.4.1.
2. Joist layout lans a rovided. Engineered products have computer layout.
3. Floor and ro f sh th' g meets requirements of Section 2304.7.
4. Connection and ast nin et the requirements of Table 2304.9.1.
5. Fasteners i re ery tive a ed wood are hot -dipped zinc coated galvanized steel, stainless steel,
silicon bro r c Der
6. Wood frit me ber aVve foundations are 8" (min.) above soil.
7. Diaphra s do n t ex ed the 4:1 ratio for all edges blocked and 3:1 for unblocked.
8. Shear wf
aspe ratios meet the requirements of Table 2305.3.3.
9. Shear w design meets requirements of Section 2305.3.
GLAZING
1. Glazing in pool, sauna, hot tub, steam room, bathtub or sho er enclosures (unless over 60" above
standing surface) is safety glazing as per Section 2406.
2. Glazing thin 24" of door (unless over 60" above standing surface) is safety glazing as per Section
2406.
3. Glazing greater than 9 sq. ft., bottom below 18", top above 36" and 36" from walking surface is
safety glazing as per Section 2406:
4. Glazing in guards and rails is safety glazing as per Section 2406. _41ei
5. Glazing next to stairways, landi s and ramps (unless over 60" above standing surface) is safety
glazing as per Section 2406.
1. Number of plumbing fixtures shall meet the requirements of Table 2902.1. x
2. Separate toilet facilities are provided for spaces with 16 or more employees, or combination of
employees and customers (except for mercantile occupancy with occupancy of 50 or less)._
3. Public toilet facilities are provided as per Section 2902.6. it
4. Elevators meet the requirements of Chapter 30.��
5. Pedestrian walkways meet the requirements of Section 3104.
6. Awnings and canopies meet the requirements of Sect)*on 3105/Vj.,
7. Marquees meet the requirements of Section 3106. /
8. Swimming pool enclosures and safety devices meet the requirements of Section 3109.
9. Protection for pedestrians meets the requirements of Section 3 06. is
10. Existing structures meet the requirements of Chapter 34.