HomeMy WebLinkAboutCHECKLIST - 06-00210 - Child & Family ResourcesName of Project:
Plan Checklist for the 2003 International Building Code
USE AND OCCUPANCY
1. Classification as per Sections 3 02.1 & 3�3 thio 3
Ash
2. Incidental use areas see Table 302.1.1 N o"r-vz�(-�
3.
3.
4.
Identifv if mixed occupancy exists. esu or No If no then skip #3 below.
Accessory Space (10% or under}
Nonseparated Mixed. occupancy as per Section 302-3.1—NV�V
Separated Mixed occupancy as per Table 342.3.2 �C' Identify on plans Fire Barrier Walls and/or
FIur140nial xssemalles Including the rating D-7
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If Assembly Occupancy' tso) is it 75Q sq. fit, or Less as per Section 3U3.1 or less than 50 occu anis
as per Section 303.1.17- p0 A AS 11 M 4
Motion Pictiire �.11�,, �,.,� ,�c�Lit�ll �tU7. ,�ta�es ana riatto�rms see
section 410. Special Amusement Buildings see Section 411. Aircraft Rebated �C]ccupancies see
Sectzon 412. Combustible Storage see lection 413. Hazardous Ma�-er;ni c ��P �P��i�-.� a I a uY�,1�� ����.Al���� ,�Gcuon�+uZ. atriums seg Section 404. Underground Buxidings see Section 4+D5,
Matvx VehicXe occupancies, see Section 4�D6. I-2 [occupancies see lection 407. r-3 Qccupancies
see Section 408. P�'nl Prti nri R nr�rm c moa C o„+;_ _ _ _ _ 7 ,-., ..•
vv �va�4Al111 � 1 T• j Occupancies see Section 415. Application of Flammab�e Finishes see Section 416. Drying dooms
\tel++� rev. A 1 r% /�►�.���_ i . !'1 _ _
1 / . k,rganzc �oanngs see Nectlon 4 1 g.N�'
HEIGHT AND AREA
1. Area, First Floor :r;74:2 C) ,Second Floor Third Floor
2. Area meets requirements as per Table 503. (Basements need not be included as per Section
53. 1. 1) Yes No
3. Height meets requirements as per Table 503. Yes No
4. Buildings on same Lot.? es Na If no Then skip #5 below.
5• Regulated as Separator Regulated as one Building aser Section 503.1.3000�
6. Height modified as per Section 504, Yes No� If yes, sprinklers are required.
7• Area modified as per Section 506. Yes No If es use the areprovidedqred.calculate increase. --— ya below to
Total Area Allowed, after increase
S. Zero Lot Line, Buildings see Seion
Buildings see Section 5(37.&7,Aor
P _ff-11Area Shown J� I &V0 Pi S {
zz...'
705. Ii'or Mezzanines see Section 505, Unlimited Area
TYPES OF CONSTRUCrriON AND FIRE RESISTANCE.
1. Identify the Type of Construction as per Section X42 �
2. �heck allowable material for Type I and II buildings as der Section 603
3. Table 601 - Identify Building Element Ratings 4. Table GOA --Identify the Fire Resistance Ratings of Exterior WallsN114
S. Cheek Openings in Exterior Walls far compliance with Table 704.8.(If sprinklered, see Section
704.8.1)
6. Projections meet requirements of Section 744.2
7. Check for window vertical exposure from roof below as per Section 704. 1 D A/01�
8. Check that Parapets are not requiredas per Section 704.11 >
9. Are Firewalls used or required? Yes No If no, skip #10 b
10. Check Firewalls for Structural Stability Fire Resistance Dating as per Table 705.4 40
Made of Noncombustible M7t rials(except Type V) Horizontal Continuity Vertical
Continuity Go ec�`iExterior Walls as per Section 7x5.5,1 Extend to
Horizontal Projectin
Section 745.8
12.
13.
14.
15.
16.
has per Section 705.5.2 openings ono windows) as per
i Penetrations meet requirements of Section 712 ducts and
Air Transfer Openi4gsV iii I�irewall meet requirements of Section 745.11.
Are Fire Barriers used or required? as required by table 3021.3.2 des No If no skip
#12 below. ju'�-l�� �' j r.I�v� � ��c�-� IvaT 5%G -E> UV >` -
Check Fire Barriers for structural stability as per Section 706.4. Openings limited to 25%
of wall. Maximum opening size of 120 sq. ft. (unless sprinklered) Check that
Penetrations meet the requirements of Section 712. AvWucts and Air Transfer Openings meet
the requirements of Section 712 and
Are Shaft Enclosures used or required? Yes Na If no then skip # 14 below.
Shaft Enclosures meet the requirements of Section 707.
Are Firs Partitions used or required? Yes Na X If no thea skip # 16 below.
Check Fire P
units that are
Penetrations
iti
the requirexdenffs Vf
17. Fire Raked Ceiling P
1
f Structural Stability and Continuity as per Section 708.4. Dwelling;
I", I are allowed 1/� hr. separations versus 1 hr. Check that
irements of Section 7I2. Ducts and Air Transfer openings meet
ilflecon 712 and 7166.
anels meet requirements as per Section 711.3.1.
JI
All Penetrations in Fire Resistive Walls and Horizontal Assemblies meed the requirements of
Section 712. AtD-7�0
19. Fire Resi'stivt Joint Systems meet the requirements of Section 713.
20. Doors and Shutters in Fire Resistive Assemblies meet the requirements of Table 715.3.
4.
21. Fire Doors are Self Closing. P-0-160
22, Fire Windows ter Glazing conform to Section 715.4 and Table 715.4.,��`�?
23. Fire and Smoke Dampers conform with Section 716. IV07eiv
24. Fire Blocking and Draft Stopping is provided as per Section 717 (Draft 'Stopping is not
required at partietion line in dwelling units with combined space of less than 300+Q Sq. Ft and not
required if in sprinklered building with sprinklered concealed spaces)
25. Wall and Ceiling Finishes meet the requirementTable 813.5 and Section 801-NIVI&V
26. Hour Finish meets requirements of Section 804,:X
FIRE PROTECTION SYSTEM
1. Is a Fire Prgfection System required for this building in order to meet area, height etc. requirements?
Yes �Vp_ 1f no skip #2 below. 'D�'��N195 oN Z �% —�► 2? S T�D�/�c.
2. List the type of system that is required QUA-7� O ft/.
3. Other requirements requiring FI*reProte on Systems (check if needed).
Group A (As per Section 903.2. 1)�
Group E (As per Section 903.2.2)_
Group F- 1 (As per Sec i n 903.2.3)
Group H (As per Sec on 903.2.4)
Group I (As per Secti 903.2.5)
Group M (As per Secti 903.2.6)
Group R (As per Secn 903.2.7)
Group S- 1 (As per S ction 903.2.8)
Group S-2 (As per Stion 903.2.9)
X111 Buildings except -3 and U (As per Section 903.2. 1 0} Ducts conveying Hazardous Exhausts (As per Section 903.2.].2, } 1 /�Ilk
commercial Cooking Operations (As per Section 903.x.12.2)Al A.
As per Table 9D3.2.13
4. If Sprinklers needed side tie 'n #3 dist tyke of system required. A1111
5. If Sprinklers requir by ny t bone, Are Monitors and Alarms provided as per Section
943.4?
6. If an Alternative t ati Fre xtinguishing System is identified, does I meet the requirements of
Section 904?
7. Are Fire Alarms equired as per Sections 9(J7 or 90$? Yes WX No if no then skip #8
below.
$, Do Alarms meet the requirements listedin Sections 907 or 9089.
9. Is smoke control required?(as per Sections 40Z, 4Q4, 405 or 410) Yes No X If yes, see
Sections 909.
14. H Occupancies may require smoke and heat vents as per Sections 415.6 and 4 1 Q.
WL W
MEANS OF EGRESS
1. Minimum height of 7'as per Section 1003.2. /Y
2, Any protruding objects meet the requirements of Section 1003.3.
3. The occupant load shown on plans.. A IS" 7 PAI
4. The occupant load as per calculated by Table 1004.. 1.2.
v
5. Occupant load ponied in every assembly occupancy as per Section. 1004.3.
6. Egress width is identified on plans. )C,
7. Egress width meets requirements as calculated per Table 1005. 1.
°�►'
8. Multiple means of egress sized so that the loss of any one means of egress shall not educe the
mailable egress capacity to less than 50% of total required._
9. Dior encroachment does not reduce the required egress width to less than 5a% required. '
10 Means of egress 1*s illuminated as per Section 1006. A/q74
1 1. Iilumination emergency power is shown for means of egress as per Section 1006.3. N
12. An enclosed exit stairway is shown. Yes �' No if no, skip 413, #14 and 415'
below.
13. Enclosed stairway has an area of refugepeg' Section 1007.6).����
14. Area of refuge has 2 -way communications, instructions and is identified as per Sections 1007.6.3
,
l UU /.6.4 attd 11107.6.5.
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C t
15. Door clear widths are a minimum of 32". except as allowed by exception of Section 100$. 1. 1.
16. Doors swing in the direction of travel where serving SQ or more persons or in a H occupancy,j�_
17. Specialty doors meet the requirements of 1 008.1 -3.N -A7-
1,
S. A11 egress doors have a landing on bath sides as per Sections 1008.1.4 and 1008.. 1.5.
19. Thresholds are identified as a maximum of I/2" high,, for swing doors and 3r'4" for sliding doors as per
Section 1O08.1.6.
20. Space between two doors is less than 48"(exce,pt R2&R3 non Type A units).�
21. Locks and latches meet requirements of 1008.1.8.
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22. Panic hardware is shown at required locations (Section 100-8.1-9).,PCqQ9
23. Does a stairway exist. Yes-zr No if no, skip #Z4 thru #2S.
24. stairway doors do not open over stairs. �
2S. Stairways are a minimum o 44" wide except where occupant load is SO or less or as per Section
10 0 9. 1 ). a ECIV
26. Maximum riser is 7 inches and minimum dread is 11 inches. �
27. A landing is provided at the top and bottom of each stairway.
28. Maximum vertical rise without a landing is 12'.X
.
29. Handrails are identified that meet the requirements of Section 1009.11. )C
34. Handrails return to wall., etc. or are continuous to next stair handrails �
3 1. Elevation change of over 1/20 is designed as a ramp as per Section 10 10 )�J//J
3Z. Exit signs are identified when over 2 doors are required for exiting.�o'4fv
3 3 . Exit szgns are spaced no more than 100' apart or to the door.
34. 42" guardrails are shown whenever a walking surface is over 34'' above grade,, #4d.- 3 5. Any roof mechanical equipment within 1 Q' from edge has a guardrail,shown.JFVz1fV I
amu, zgrC�;s uues not pass inrougn 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 camm4n egress travel does not surpass requirements as per Section 1013.3.X
39. Required egress aisle adjacent to tables shall comply with Section 1013.x.2. -A
40. Spaces with one meas of egress meet the following maximum occupancy boa s:
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, 1-1 , 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
V2 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 400,1000,, two exits are provided.-
43.
Refrigeration machinery rooms and refrigerated rooms e 1A
over 1000 sq, ft. have Two exits.0 a ��,
�+L+. 3 tdgC means or egress comply with Section 1014.6.
,!
�.�. �xl L access txavel aistance meets requirements of Tale 1(} 15. 1.
4 6 _ Exterior exit bconies constructed in accordance with Section 10 15. 1 have 100' added to Their travel
distance. AJ7;-
47. Corridorv'
s are ted as per Table 10 16. 1.
4 8. Corridor widths meet requirements of Section 10 16.2.
49. Corridor dead ends are less tan 20' or 50' for ,sprinklered occupancies B and F,- X
SQ. Corridor not used as plenum unless in a tenant space of less than 1000 sq, ft.�
5 1. 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
SZ. Buildings with one exit meet the requirements of S ection and Table 10 18.2.A&
5 3. Interior stairwells required as a means of egress meet the, requirements of Section 10 1 9.4k-
54.
Space under stairs is identified as I -hour rated.
S 5. Exterior ramps or stairs are open an ne 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 ���Z.�. !1'/�
57. Exterior balconies, stairways and ramps are over "10' from to lines and other buildings on the lot.
5 8. Egress courts meet the requirements of Section 1023.5. ,41 A--
59. Assembly occupancies meet the requirements of Section 1024.
60. Window egress or better is provided in every sleeping room and any habitable basement.
6 1. Vestibule is provided as per Section $ +D2.3. 6 of the International Energy Conservation Cede.
ACCESSIBLITY
I. An accessible route connects all accessible buildings, accessible facilities, accessible elements,
accessible spaces and the public right-of-vvay�except as excepted by Section 1104). fiI'�W AJ S ' At�
2. In addition to the required accessible entrar�ces, 50% of all public entrances ars accessible.
3. Accessible parking is provided as per Table 1106. 1. )<'' k.
4. 10% of hospital out patient parking is accessible and 2U% of rehab or physical therapy."/
5. Van spaces are provided.(one out of six and any portion) �'
6. Accessible parking is provided on shortest route from accessible perking to the accessible
building entrance. X"o , �,
7. Group I occupancies meet accessibility requirements as set forth in Section 1107-5. -
S. Group R-1 occupancies meet the requirements of Section 11X7.6 and Table 1107.6.1.1.
9. Where 4 or more apartment units, one level town homes or condos are located in one structure,
all units are designed s 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 Karnes or condos are loca a project, 2%
but. not less than one are designed as Type A units as per ICC/ANS I 117.1
11. AVheelchair spaces (and companion seat as r Section 1 � �D8.2.5� acre provided in Assembly
Occupancies as per Table 1.1U8.2.2. 1.. 12. Assistive listening systems are provided in Assembly acc pancies where audible
communications are integral to the use of the space.
13. Any Assembly occupancy performance area has an accessible roue per Section 1 10 8.2.8
14. Any dining area in an Assembly Occupancy is fully accessible. /ito
1S. Self service staxage facilities sha11 provide accessible s aces as er Section 1108.3.
16. Todet and bathing facilities are aceessible(unless in a private a�ffice)as peer S ct on 1109.2, �
17. Unisex toilets and bathing rooms are supplied as per Section 11X9.2.1. 1/4�
18, Where sinks ars provided, 5%, but not less than 1 is accessible. )(000 -
19. Where a kitchen or kitchenette is provided, it is aecessi.ble(uriless in Type B dwelling).
20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 11098..9-
INTERIOR ENVIROMII-:4NT AND ENERGY CONSERVATION
I .
Attic ventilation exists that is 1115p of the floor space or 11300 with vapor farrier.
2. 50%of the attic ventilation is 3 ft, above eaves. �
3. Crawl spare ventilation complies with Section 1203.3,
4. Natural ventilation (windows, doors., louvers etc_) is a minimum of 4% of floor space.'
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
Interior spaces that do not have openings directly to outside meet requirements of Section
1203.4. 1. K
Bathrooms containing bathtubs,, showers or spas are mechanically rented.
Natural or Artificial light is provided that meets the requi ements of Section 12050
Courts shall meet the requirements of Section 1206.341 -IA
Dwellings party malls and f�oars meet the �equiremenfs of Section 12Q7./� ►�
All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area.
Dwelling units(except Section 12D9.4 efticient units) have one habitable room of 120 sq
Ali ceilings are a minium o 7'6.1 with no more than 113 at 7' 0".
Attics and crawl spaces have access openings as per Section 1209.f-
An energy review has been submitted that meets the requirements of the international Energy
conservation cade.�
EXTERIOR WALLS AND ROOFS
1.
Exterior Wail Vapor retarder provided unless another approved means to avoid condensation and
leakage has been provided.
-P>6-
2. Water resistant barrier shown on sheathing as per Chapter 14. X;
3., Masonry veneer is flashed at bottom and has weep hales as per Section 14Q5.3.2.
4. Masonry veneer shall be mechanically attached as per Se(Ition 1405.5.
5. Stone Veneer is anchoredas per Section. 1405.6. ,..�! IIi�'
6. Sidings shall be applied as per 'Section 14D5.
7. Fiore separation distance for combustible veneers(siding) meet that of Table 1406.2.1.2.-X-
8.
Balconies that protrude shall meet the requirement of Table 601 forfloors.
9. Metal Composite Materials(MCM) shall meet the requirements of Section 1407.T/-
1 0. Roof coverings meet the requirements of Table 15 U5. 1. �
11. Double underlayment is provided in asphalt roofs with minimum slope of 2:12 uta to and including a
x:12 slope. _
12. An ice dam membrane (ane 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.
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15. Bunt -gyp roofs meet the requirements of Section 1507.14.�1�
16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.13.
17. A11 other roofing types meet the requirements of Section 1507.
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 woad buildings as per Chapter 23 include floor roof and I ive
314
loads, ground snow load,, basic wind speed,
class.�
wind exposure, seismic design category and. site
Aii pians except as described in #1 above shah include the followinf
_w
o
Floor live load including any reductiox- Aw
Roof live load as per Section 1607.11.
�
Roof Snow load, inceding the flab roof snow 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 infernal pressure coefficient and the design wind
pressure used for the design of components and cladding. �C
e. Earthquake design data including seismic factor, seismic use group., mapped
spectral response accelerations,, site class, spectral response coefficients, seismic design
category, basic seismic -farce --resisting systems, design base shear, seismic res onse
Coefficients, response modification factors and the analysis procedure used.
4. Flood. zone is i dentif ed(if in flood zone see Section 1 603.1.6)A16 [�10
5. Design of floor lxv ads in access of 50 lbs per sq, ft. also 'Identify that signs, must be posted as per
Section 1603.3.
6. Structural design calculations wing the requirements o f chapter 16 have been provided.
��ions meet
7. Architectural, mechanical and electrical components meet the seismic requirements of Section
121.^,<""
8.
9*
[to
Where special fabrication (usually steel) is performed f sight,
certificate of compliance as per Section 1704.2.2../V/j 0�
the fabricator has provided a
3peciat inspections are lctentiiieci ior weiaing. X
V 1AV_
Special inspections are identified for high strength bolting./�/4
11. Specialins
1704-4.7
a identified for concrete construction exce t as excluded by Section
.Ctions are P
1 2. Special 'inspection are ideniified for masonry as per Section 1704.5.� __ __.I 13. Special inspections are identified for fills greater than 12" deep where aload is applied.
1 4. SPecial inspections are identified for all pier and pile foundations
15. Special inspections are identified for sprayed on fire resistance app. 'cations. ,d��
1 6. Special inspections are identified for smoke control systems.
.�—
17. Quality assurance plan for seismic resistance is provided (except for design light frame as per
chapter 2308 or reinforced masonry less than. 25 feet high)
1 8. Special inspections are provided for seismic force resisting ng systems.
19. Lobservations as per Section 17U9 are identif ed for structures in Seismic Use Groups rY or
IIT.J0.
20. Truss Details provided or noted to be provided prior to frame inspection.
SOILS AND FOUNDATIONS
1. Allowable soil foundation bearing pressure has per Table, 1 804.2). X
2. A soil investigation is required per the requirements of Section 18:02.2 where questionable soils
such as fill materials, organic soils, clays or questionable rock strata exist. Do any of these
.
conditions exist? ices Ne�( If yes, are the necessary soil reports provided',,? Yes No .�I
3. Grading is a minimum of 2°Io for concrete or asphalt surfaces or 5°lo f natural surfaces,, �'
4. Information provided as per Section 1803.5 for any structural fill.
/�--
S. Footings (except for 1 story category 1 buildings no bigger than 400 sq. ft.) are 36" below grade
for frost protection,
6m Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3.
7. Top of foundation is a minimum of 12" above the ad' cent street gutter (unless adrainage 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. 1 805.5 (including tables 1 805.5)-
1 0. Except for Group R and U occupancies of light framed construcfion of seismic design D and less
is
1Pthan 3 Aories in hieght, concrete a minimum of 3000 p.s.i..
1T. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5.-
12. Foundation d mage system or water -proofing (Section 1807.3) is provided where wafer table
warrants.
13. Damproofing shown under slabs as per Sectio 1847.x.1,
144, Damproofing shown for foundatimon walls. alao
15. Ml'nimum, of 4" of graved is shown under all .slabs. 1
f 1W
16. Foundation drw'n is installed �excep� �n well,dra�ned grrravel areas) as per Section 18x7.4.2 and
vr
17. Piles meet requirements of Section q , , �. S 1 a and ��
18. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1$12.
CONCRETE and MASONRY
1. Construction documents show compressive strength of concrete, strength or grads of reinforcement
and the size and location of reinforcement. )r
2. Structures assigned to Seismic Desi
designed as a structural diaphragm.
34.
4.
5.
6.
7.
8.
tegory D contain a statement identifying if slab -on -grade is
Concrete exposed to freezing vrreather ha air entrainment as per Table 1904.2.1 and mets the
requirements of Section 1904.Z.2 and Tables 1904,22(l) and 1904.2.2(2).�_
Masonry construction documents identif 'ze, grade-, type and location of reinforcement, anchors
and wall tips as per Section 2101.3.
Masonry fireplaces limve minimum I.2" thick footin s that are �" wider than !�
g masonry.
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Masonry fireplaces have seismic reinforcement and anchors as per Section 2111.,
Masonry fireplaces meet design requirements of Section 2111 and T bye 2111.1 .
Masonry chimneys shall meet requirements of Section 2113.
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1. Truss drawings identify requirements as per lection 2303.4.1.�
2. Joist layout plans are Provided.- Engineered products have computer layout.
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3. Floor and roof sheathing meets requirements of Section 2304.7.,_)r__
4. Connections and fastening meet the requirements of Table 2344.9. 1,
5. Fasteners in preservative treated wood are hot -dipped zinc coated galvanized steel, stainless steel,
silicon bronze or cvpper.�ry-��
6. Wood framingmembers above foundations are 8" (min.,) above sail,
7. Diaphragms do not exceed the 4: 1 ratio for all edges blocked and 3: 1 for unblocked.
S. Shear wall aspect ratios meet the requirements of Table 2305.3.3.�
9. Shear wa�l design meets requirements of Secfion 23a5.3.
GLAZING
1. Glazing in pooh, sauna, had tub, steam room, bathtub or shovr enclosures (unless over 60"' above
standing surface) is safety glazing as per Section 2406.__,A/f/_J___
2. Glazing within 24"' of door (unless over GU" above standing surface) is safety glazing as per Section
2406._X
3. Glazing greater than 9 sq,, ft., bottom b 1 w 18"'. top above 36" and 3G" from walking surface is
safety glazing as per Section 24061,
4. Glazing in guards and rails is safety glazing as per Section 2446.
5. Glazing next to stairways, landirws and ramps {unless over 6D" above standing surface} is safety
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glazing as per Section 2406if,�-
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 SQ or less).
3. Public toilet facilities are provided as per Section 29. .6.�,K
4.
5.
6.
9.
Elevators meet the requirements of Chapter 30.�-.
Pedestrian walkways meet the requirements of Section 310.4.
Awnings and canopies meet the requirements of Section �3 10o IV
lvidrquccs iIiCCL ane requirements or z!)eCtlon j i Ub.�_��'
Swimming pawl enclosures and safety devices meet the requirements of ection 3109.-X'O
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Protection for pedestrians meets the requirements of Section 3306.
1
Q. Existing structures meet the requirements of Chapter 34..- i��