HomeMy WebLinkAboutCHECKLIST - 06-00455 - First American Title Insurance CoPlan Checklist for the 2003
Name of Project:
USE AND OCCUPANCY
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International Building Code
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Classification as per Sections 302.1 & 303 thru 312 :F;0
Incidental use areas see Table 302.1.1
Identify if mixed occupancy exists. Yes or Nox If no then skip #3 below.
Accessory Space (10% or under) Xi
Nonse arated Mixed Occupancy as per Section 302.3 1 /
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Separated Mixed Occupancy as per Table 302 3.2 Identify on plans Fire Barrier Walls and/or
Horizontal Assemblies including the rating
If Assembly Occupancy a 'sts, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants
as per Section 303.1.1 _�/&
Covered Malls, see Section 4 2 A 'ums see Section 404. Underground Buildings see Section 405.
Motor Vehicle Occupan es -.;; S tion 406. I-2 Occupancies see Section 407. I-3 Occupancies
see Section 408. Moti P' t e r ection Rooms see Section 409. Stages and Platforms see
section 410. Special u n . ings see Section 411. Aircraft Related Occupancies see
Section 412. Combu ti I St ra a ee Section 413. Hazardous Materials see Section 414. H-
Occupancies see Se io 1 . p'cation of Flammable Finishes see Section 416. Drying Rooms
see Section 417. O anic C atings see Section 418.
HEIGHT AND AREA
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6.
7.
8.
Area, First Floor ��O'D , Second Floor , Third Floor
Area meets re u'rements as per Table 503. (Basements need not be included as per Section
503.1.1) Yes_& No
Height meets requirements as per Table 503. Yes No
Buildings on same Lot? Yes No__X If no then skip #5 below.
Regulated as Separate or Regulated as one Building as per Section 503.1.3�
Height modified as per Section 504. Yes NoX- If yes , sprinklers are required.
Area modified as per Section 506. Yes N� If yes use the area provided below to
calculate increase.
Total Area Allowed after Increase 4Z Area Shown on Plans h0v
Zero Lot Line Buildings see Section 705. For Mezzanines see Section 505. Unlimited Area
Buildings see Section 507. /
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1. Identify the Type of Construction as per Section 602 VA
2. Check allowable material for Type I and II buildings as per Section 603A(4--
3. Table 601- Identify Building Element Ratings NoTQ9
4. Table 602 - Identify the Fire Resistance Ratings of Exterior Walls (1 7eo
5. Check Openings in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section
704.8.1)
6. Projections meet requirements of Section 704.2
7. Check for window vertical exposure from roof below as per Section 704.10
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8. Check that Parapets are not required as per Section 704.11 X
9. Are Firewalls used or required? Yes Nope If no, skip # 10 below.
10. Check Firewall for ctural Stability Fire Resistance Rating as per Table 705.4
Made of Nonc ib s b Materials(except Type V) Horizontal Continuity Vertical
Continuity c ion to Exterior Walls as per Section 705.5.1 Extend to
Horizontal Pr j i g 1 nts as per Section 705.5.2 Openings (no windows) as per
Section 705. he that Penetrations meet requirements of Section 712 Ducts and
Air Transfe Ope n s in Firewall meet requirements of Section 705.11.
11. Are Fire Barriers used or required? (as required by table 302.3.2) Yes No4 If no skip
# 12 below.
12. Check r iers for structural stability as per Section 706.4. _ Openings limited to 25%
of wal . imum opening size of 120 sq. ft. (unless sprinklered) Check that
Pene at s t the requirements of Section 712. Ducts and Air Transfer Openings meet
the r quir ents of Section 712 and 716.
13. Are Shaft Enclosures used or required? Yes No�L If no then skip # 14 below.
14. Shaft Enclosures meet the requirements of Section 707.
15. Are Fire Parti io s used or required? Yes No_y If no then skip # 16 below.
16. Check F' e P t' s for Structural Stability and Continuity as per Section 708.4. Dwelling
units th ar lered are allowed '/z hr. separations versus 1 hr. Check that
Penetr i t the requirements of Section 712. Ducts and Air Transfer Openings meet
the re uir s of Section 712 and 716.
17. Fire Rated Ceiling Panels meet requirements as per Section 711.3.1.
18. All Penetrations in Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 7124 L076V
19. Fire Resistive Joint Systems meet the requirements of Section 713.,4/�/,L
20. Doors and Shutters in Fire Resi 've Assemblies meet the requirements of Table 715.3.
21. Fire Doors are Self Closing.
22. Fire Windows or Glazing conform to Section 715.4 and Table 715.4,04
23. Fire and Smoke Dampers conform with Section 716.�
24. Fire Blocking and Draft Stopping is provided as per Section 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._
FIRE PROTECTION SYSTEM
1. Is a Fire Protection System required for this building in order to meet area, height etc. requirements?
Yes No C If no skip #2 below. j
2. List the type of system that is required tvr
3. Other requirements re uiring Fire Protection Systems (check if needed):
Group A (As per Sect' n 903.2.1)
Group E (As per Secti n 903.2.2)
Group F-1 (Asper Se tion 903.2.3)
Group H (As per Sec o 903.2.4)
Group I (As per SeqJip4
Group M (As per S 903.2.6)
Group R (As per S ct on 903.2.7)
Group S-1 (As per Se tion 903.2.8)
Group S-2 (As per Se tion 903.2.9)
All Buildings except -3 and U (As per Section 903.2.10)
Ducts conveying Haz dous Exhausts (As per Section 903.2.12.1)
Commercial Cooking Operations (As per Section 903.2.12.2)
As per Table 903.2.1
4. If Sprinklers needed identified in #3 list type of system required.
5. If Sprinklers require by any of the above, Are Monitors and Alarms provided as per Section
903.4?
6. If an Alternative Au matic Fire Extinguishing System is identified, does I meet the requirements of
Section 904?
7. Are Fire Alarms req fired as per Sections 907 or 908? Yes No if no then skip #8
below.
8. Do Alarms meet the requirements listed in Sections 907 or 908?
9. Is smoke control re fired?(as per Sections 402, 404, 405 or 410) Yes No If yes, see
Sections 909.
10. H Occupancies may equire smoke and heat vents as per Sections 415.6 and 410.
MEANS OF EGRESS
1. Minimum height of 7'as per Section 1003.2.�j�
2. Any protruding objects meet the requirements of Section 1003.3.
3. The occupant load shown on plans.
4. The occupant load as per calculated by Table 1004.1.2. (�
5. Occupant load posted in every assembly occupancy as per Section 1004.3
6. Egress width is identified on plans.
7. Egress width meets requirements as calculated per Table 1005.1. %
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.
11. Illumination emergency power is shown for means of egress as per Section 1006.3.
12. An enclosed exit s y is shown. Yes No )( if no, skip # 13, # 14 and # 15 below.
13. Enclosed staff ay s area of refuge(as per Section 1007.6).
14. Area of refug - communications, instructions and is identified as per Sections 1007.6.3,
1007.6.4 an 1 7 6 .
15. Door clear widths are a minimum of 32". Except as allowed by exception of Section 1008.1.1.
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. %.
18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5.
19. Thresholds are identified as a maximum of %2" high, for swing doors and 3/4" 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). X
21. Locks and latches meet requirements of 1008.1.8.
22. Panic hardware is shown at required locations (Section 1008.1.9).
23. Does a stNveal
is Yes No If no, skip #24 thru # 8.
24. Stairwayn Atha
ver stairs.
25. Stairwayni44" wide(except where occupant load is 50 or less or as per Section
1009.1).
26. Maximu7 d minimum tread is 11 inches.
27. A landinop and bottom of each stairway.
28. Maximuut a landing is 12'.
29. Handrail' imeet the requirements of Section 1009.11.
30. Handrailor are continuous to next stair handrails
31. Elevation change of over 1/20 is designed as a ramp as per Section 1010-NIA
32. Exit signs are identified when over 2 doors are required for exiting. C
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.
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3 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 the area served and
the intervening space is not hazardous.
37. If multiple tenant spaces exist, egress from any one does not pass through another.
38. Length of common egress travel does not surpass requirements as per Section 1013A.3. 2C
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:�dZ
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 Y2 the diagonal distance of the space
served apart or where the space is served by an automatic sprinkler system, the distance is 1/ .
42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided.
43. Refrigeration machinery rooms and refrigerated rooms ver 1000 sq. ft. have two exits.
44. Stage means of egress comply with Section 1014.6.
45. Exit Access travel distance meets requirements of able 1015.1.E
46. Exterior exit b lconies constructed in accordance with Section 1015.3 have 100' added to their travel
distance.
47. Corridors are rated as per Table 1016.1.
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.
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51. The minimum number of exits for occupant load meets the following:
1-500 requires 2 exits
501-1000 requires 3 exits
More than 1000 requires 4 exits
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52. Buildings with one exit meet the requirements of Section and Table 1018.2. l
53. Interior stairwells required as a means of egress me t the requirements of Section 10 19.4
54. Space under stairs is identified as 1-hour rated.
55. Exterior ramps or stairs are open e side and have a minimum of 35 sq. ft. of open space not less
than 42" above any floor level. o n
56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6.
57. Exterior balconies, stairways and ramps are over 10' from 1 t lines and other buildings on the lot.a
58. Egress courts meet the requirements of Section 1023.5. �'/
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59. Assembly occupancies meet the requirements of Section 1024.k*#.-
60. Window egress or better is provided in every sleeping room and any habitable basement. X
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.
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5. Van spaces are provided. (one out of six and any portion) �(
6. Accessible parkin 5is provided 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.
8. GroupR-1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1.
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9. Where 4 or more apartment units, one level town homes or condos are located in one structure,
all units are designpo as Type B units as per ICC/ANSI 117.1 unless on a upper level without
elevator service.
10. Where more than 20 apartment unit, one level town homes or condos are locateo in a project, 2%
but not less than one are designed as Type A units as per ICC/ANSI 117.1.
11. Wheelchair spaces (and companion seat a per Section 1108.2.5) are provide in Assembly
Occupancies as per Table 1108.2.2.1.
12. Assistive listening systems are provided in Assembly o cupancies where audible
communications are integral to the use of the space. '
13. Any Assembly occupancy performance area has an accessible routgr 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.
16. Toilet and bathing facilities are accessible(unless in a private office)as per Srtion I I09.�
17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1. ,
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18. Where sinks are provided, 5%, but not less than 1 is accessible._
19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling).
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 11150 of the floor space or 1/300 with vapor barrier.�i
2. 50% of the attic ventilation is 3 ft. above eaves. '<
3. Crawl space ventilation complies with Section 1203.3. Ifi-ke
4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space.
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5. Interior spaces that do not have openings directly to outside meet requirements of Section
1203.4.1. Vr
6. Bathrooms containing bathtubs, showers or spas are mechanically vented._ / i-
7. Natural or Artificial light is provided that meets the requi ments of Section 1205.
8. Courts shall meet the requirements of Section 1206.3. AIA
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.
11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft.11"
12. All ceilings are a minimum of 7'6" with no more than 1/3 at 7'0". 1C'
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.
4. Masonry veneer shall be mechanically attached as per Section 1405.5.
5. Stone Veneer is anchored as per Section 1405.6. AIM,
6. Sidings shall be applied as per Section 1405.-.&/W7
7. Fire separation distance for combustible veneers(siding) meet that of Table 140 .2.1.2.
8. Balconies that protrude shall meet the requirement of Table 601 for floors.
9. Metal Composite Materials(MCM) shall meet the requirements of Section 14
10. Roof coverings meet the requirements of Table 1505.1. i
11. Double underlaynient 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) for all asphalt roofs is
provided from the roof edge to 24" inside of the inside of the exterior wall.
13. Drip edge metal is provided along all roof edge._ �,
14. Metal roofs meet the requirements of Section 1507.4. jV/A
15. Built-up roofs meet the requirements of Section 1507.10.nAj/k
16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.13. /4A�
17. All other roofing types meet the requirements of Section 1507.E
18. Buildings with roof drains have drains designed and sized as per UPC 1105.0.
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, ground snow load, basic wind speed, wind exposure, seismic design category and site
class.
3. All plans except as described in #1 above shall include the following:
a. Floor live load including any reductions.
b. Roof live load as per Section 1607.11.
C. Roof Snow load, including the flat roof s ow load, the snow exposure factor, the snow
load importance factor and the thermal factor
d. Wind design data, including basic wind speed, wind importance factor with building
category, wind exposure, applicable internal pressure coefn ient and the design wind
pressure used for the design of components and cladding.
e. Earthquake design data including seismic importance fac or, 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 aqajysis procedure used
4. Flood zone is identified(if in flood zone see Section 1603.1.6} P0*00
5. Design of floor liv oads 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. r;
8. Where special fabrication (usually steel) is perform��ff sight, the fabricator has provided a
certificate of compliance as per Section 1704.2.2.
9. Special inspections are identified for welding.-Ac"00
10. Special inspections are identified for high strength bolting. /'*Wv
11. Special inspections are identified for concrete construction except as excluded by Section
1704.4 JTtM
12. Special inspection are ident feed or masonry as per Section 1704.5,400P
13. Special inspections ide ifie for fills greater than 12" deep where a load is appliedm
14. Special inspections ide ifie fo all pier and pile foundations.
15. Special inspections a 'de ifi f sprayed on fire resistance applications.
16. Special inspections a de tiff d smoke control systems.
17. Quality assurance p r eis i istance is provided (except for design light frame as per
chapter 2308 or rei orc o ess than 25 feet high)
18. Special inspection are pr id d or seismic force resisting systems.
19. Structural observa ons as per Section 1709 are identified for structures in Seismic Use Groups II or
III.
20. Truss Details provided or noted to be provided prior to frame inspection.
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SOILS AND FOUNDATIONS
1. Allowable soil foundation bearing pressure (as per Table 1804.2).
2. A soil investigation is required per the requirements of Section 1802.2 where questionable pils
such as fill materials, organic so' s, clays or questionable rock strata exist. Do any of th
conditions exist? Yes No__,41f yes, are the necessary soil reports provided? YeW-:AK
3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5% for atural 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. X /
6. Buildings on or adjacent to eater than 3/1 slopes meet requirements of Section 1805.3.
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7. Top of foundation is a minimum of 12" above thadjacent 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 1805.5,-).
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.A4
M
12. Foundation dyainage system or water -proofing (Section 1807.3) is provided where water table
warrants.
13. Dampro fang shown under slabs as per Section 1807.2.1. A ;i
14. Damproofing shown for foundation walls. x
15. Minimum of 4" of gravel is shown under all slabs. 4/4-
16. Foundation 4ymn is installed (except in well -drained gravel areas) as per Section 1807.4.2 and
1807.4.3. fAf '/
17. Piles meet requirements of Section 1808, 1809, 1810 and 181 L /�' �--
18. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812.�
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). • V
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 12" thi k otings that are 6" wider than masonry.
6. Masonry fireplaces have seismic reinfor t d anchors as per Section 2111.
7. Masonry fireplaces meet design requir ection 2111 and Table 2111.1.
8. Masonry chimneys shall meet requir ent o ection 2113.
WOOD
1. Truss drawings identify requirements as per Section 2303.4.1.
2. Joist layout plans are provided. Engineered products have computer layout'
3. Floor and roof sheathing meets requirements of Section 2304.7. 6
4. Connections and fastening meet the requirements of Table 2304.9.1.��
5. Fasteners in preservative treated wood are hot -dipped zinc coated galvanized steel, stainless steel,
silicon bronze or copper.
6. Wood framing members above foundations are 8" (min.) above soil.
7. Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3:1 for unblocked. ;V
8. Shear wall aspect ratios meet the requirements of Table 2305.3.3.E
9. Shear wall design meets requirements of Section 2305.3. e
GLAZING
1. Glazing in pool, sauna, hot tub, steam room, bathtub or shoyver enclosures (unless over 60" above
standing surface) is safety glazing as per Section 2406 *
2. Glazing within 24" of door (unless over 60" above standing surface) is safety glazing as per Section
2406._,
3. Glazing greater than 9 sq. ft., bottom low 18", top above 36" and 36" from walking surface is
safety glazing as per Section 2406. /11-
4. Glazing in guards and rails is safety glazing as per Section 2406. /
5. Glazing next to stairways, landi gs 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.
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).'X
3. Public toilet facilities are provided as per Section 29 2.6.E
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 Sectio 310�
7. Marquees meet the requirements of Section 3106.
8. Swimming pool enclosures and safety devices meet the requirements f Section 3109AO--
9. Protection for pedestrians meets the requirements of Section 06
10. Existing structures meet the requirements of Chapter 34.
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