HomeMy WebLinkAboutCHECKLIST - 06-00533 - Avonlea Apartments - 9 UnitsPlan Checklist for the 2003 International Building Code
Name of Project: 4 V,9 N ze�
USE AND OCCUPANCY
I .
2.
3.
3.
4.
Classification as per Sections 3Q2.1 & 303 M
312
Incidental use meas see Tab
le 302. 1.1
Identify if mixed occupancy exists. Yes ar No If no then skip #3 below.
Accessory Space (1 ° o dere
Nonseparated mix O c ncy as per Section 302.3.1
Separated Mixed cu a s per Table 302.3.2 Identify on P tans Fire B aff 1'er Walls and/or
Horizontal Arse ie i 1ding therationg
If Assembly Occupancwrcl-
.yi is it 750 sq. less as per Section 303.1 or less than 50 occupants
as per Section 3 03. 1. 1
Covered Malls., see Section 402. Atr 0 ms ee '"ecto
n 4Q4. Underground Buildings see ectwoLn 4Q5.
Motor Vehicle Occupancies, see Se �0 4�Q I- ccupancies see Section 4Q7. 1-3 Occ-apancies
see Section 448. Motion picture P Q e io Ro see Section 409. Stades and Platforms see
section 4 10. Special Amusement i in s se Se t� 411. Aircraft Related Occupancies see
Section 412. Combustible Stora e si S cfio Hazardous Materials see Section 414. H -
Occupancies see Section 415. PPl ato n o Fla able Finishes see Section 416. Drying Dooms
see Section 417. organic Coo n,gs se Section 41 10
HEIGHT AND AREA
1 • ,area, First Floor -1.1(0- q,� � ,Second Floar �,Third Floor1/
Z- Area meets requirements as per Table 503. (BaSeMents need not be included as per Section
503. 1 . 1 ) Yes_x No
3, Height mets requirements as per Table 503. Yes No
4. Buildings an same Lot? Yes)( No 1 If no then skip #S below.
5. Regulated as Separate or Regulated as one Building as per Section 503,1.3
6. Height modified as per Section 504. Yes NoIf yes, sprinklers are required.
7. area modified as per Section 506. YesNa -- If yes use the area provided below to
calculate increase.
Total Area Allowed after Increase Area Shown on Plans
Zero Lot Line Buildings see S
Buildings see Section 507. .rteAft
tion 705. For Mezzanines see Section 505. Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
I .
2.
3.
4.
S.
6.
9.
10.
11.
Identify the Type of Construction as per See ion 6p2 Vz
Check allowable material for Type I and II buildings as per Section 603 -y -
Table 601 IdentifBuild.-
"i
ng Element Ratings
Table 6(32 - Identify the Fire Ress
stance Ratings of Exterior Walls-/Vo1ero
Check OPellings in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section
704.8. 1)
Projections meet requirements of Section 7Q4.2
Check for window vertical exposure from roof below as per Section, 704.10
Check that Parapets. are not required as per Section 7D4.11 )(100
Are Firewalls use or equired? Yes Na If na, skip #10 below.
Check Firewalls or tx ct rad S�ability� Fire Resistance Rating as Per 'Table 745.4
Made of Nonc b sti le aterials(excepi Type V) Horizontal ContinultY, Vertical
Continuity a e ti n to Exterior Walls as per Section 7p5.5.1 Extend to
Horizontal P j in E ts as per Section 705.5.E Openings (no windows} as per
Section 745. C eck h�.t Penetrations meet requirements of Section 712 Ducts and
Air Trans OpeniAgs in Firewall meet requirements of Section 705. 11.
.Are Fire farriers used or required? has required by table 3 02.3.2) Yes NX If no skip
#12 below. i f
12. Chick Fire Barriers
of wall. Mair
Penetrafions meet t�
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
2-3-
24.
25.
26.
r
N
stability as per Section 746.4. Openings limited to 25%.
size of 120 sq. ft. (unless sprinklered) Check that
r '1712
.ts ref
Section. 712. � Ducts and Air Transfer Openings rxieet
the requirements �f Section 712 and 716.
Are Shaft Enclosures used or required.? Yes Na If no then slip # 14 below.
Shaft Enclosures meet the requirements of Section 7U7.
Are Fire Partitions used or required. Yes )( No If no then skip # 16 below..
Check Fire Partitions for Structural Stability and �ant�nuity as per Section 70$.4. e Dwellinunits that axe sprinered are allowed I/hr. separations versus 1 hr.� Check that �Tcl
Penetrations meet the requirements of Section 712.A1"9b'tjets and Air Transfer openings meet
the requirements of Section 712 and 716n:kv
A f)
Fire Rated Ceiling Panels meet requirements as per Section 711.3. 1 , �"'
All Penetrations in Fire Resistive Walls and I--�orizflntal Assembl*x
Section 712. N) CrIkD meet the requirements of
Fire Resistive Jo*nt Systems meet the requirements of Section A11AP
Doors and Shutters in Fire Rests ive Assemblies. meet the requirements of Table 715,3. /
Fere Doors are Self C1 ng,
Fire Windows or Glazing conform to Section 715.4 and able 715.4.
Fire and Smoke Dampers conform with Section 716.
Fire Blacking and Draft. Stopping is provided as per Section 717 � (Draft Stoppingis not
required at partition line 1n dwelling units with combined space of less than 3000 St Fand not
required if in sprinkiexed building with sprinlClered concealed spares) �
Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 80-3.
Floor Finish meets requirements of
q Section 804.
FIRE PROTECTION SYSTEM
1. Is a Firs Protection System required for t
Yes-)(— No If no shin #2 helntA . requirements?
30 building in order to meet area, height etc
z.
3.
4.
5.
List he type of system that is required
Other requirements requiring Fire Protech
Group A (As per Section 9012.1)
Group E (As per on
903.2.2)_
Group F-1 (As per Section 903.24,
Group H (As per Section 903.2.4'
Group I (As per Section 903.2.5
Group M (As per Section 903.2.
1*
Group R (As per Section 903.2.7)
(stoup S- I (As per Section 9D3.2.
r
Group S-2 (Asper Section 903.2.9Ji
n Systems (check if needed}:
All Buildings except R-3 and U P�e�rS�ection 903.2. 10) �
Ducts conveying Hazardous Exhausts (As per Section 903.2.12. 1)
Commercial Cooking Operationss(Aper Section 903.2.122)[
As per Table 903.2.13,E
TV C."_•"'1_�_. r�. .-
j� ►3pil��ciears eegeci as xdentibed in #3 list type of system required. -e
If Sprinklers required by any of the ahave, Are Monitors and Alarms provided asper Section
93.4`?
6' I1 an Altern iV a.. Automat'v, FY'P. F,S£tYl C77 7 T C Yl_
Section 904?
--- _ A�v ii1�L11L�u1w]A1111Y� �y���1,� 1b Iu+���ditlea, aoes I meet the requirements of
7. Are Fire Al
arms required as per Sections 907
below.
or 90$? Yes 1�"
.l
S. Da Alarms meet the requirements listed in Sections 9(l? or 9nR9
9.
Is smoke control re mired?(�s peg Sections 4D2, 404, 405 or 41�Q} yes
CAnr;,.,,�,� of)" A %, a
F
10 - H Occupancies may require smoke and heat vents as per Sections 415.
MEANS OF EGRESS
I .
2.
3.
4.
5.
6.
if no theme ship #8
NO -X If yes, see
6 and 410.E
Minimum height of 7'as per Section 1003.2.
�
Any protruding objects meet the requirements of Sect -ion I403.3.
The occupant load spawn on planS.-A-0
The occupant load as per calculated by Table, 1004.1.2.
occupant load postedin every assembl occupancy as per Section 1004.34
Egress width 1s identified on plans.
Egress width meets requirements as calculated peg Table 1005. 1
Multiple means of egress sizedso that the loss of any one means of res� shall not reduce the
available egress capacity to fess than 50(1�1-0, of total xequired._� AJ 1A
9. Door encroachrnent does not reduce the required egre1sswxdth to .less than 54% required.
10. Means of egress Is illuminated as per Section 1006. ,1",
Z 1. Illumination emerIt ge power.is shown. for means of egress as per Section 10063, Al�
12. An enclosed exit stairway is spawn. Yes Iia if no, ski # 3 414 and # 1.� p �5 below.
13. Enclosed stairway has an area of refuge(as per Section 1007.6).
��.
14. Area of refuge has 2-wav c�mm��,�;rat;n�,� tinr,
ef�r+;..,n _,:
1007.6.4 and 1407.6.5.jixJx�•,LiU�Is a��u vs iuentiziea as per Sections 1007.6.3,
15 Door clear widths are a minimum of 32". Except as allowed by exception of Section I048. 1.
16. Dswim in the direction of travel where serying 50r snore persons or in a H occupancy,
17. Specialty doors meet the requirements of 1 008. 1.3 ,All"o
18. All egress doors ha.�e�a landing on both sides as per Sections 1008-1.4 and 1008.1.5.
�
19. Thresholds are idem - d as a maximum of %Z" high, for swing doors and 3I4for sliding doers asper
Section 1048.1.�.
24. Space between two'
doors is less than 48"(except R2&R3 non Type A wits).
21. Locks and hatches m1heet requirements of 1008.1.8.
�
2.2. Panic hardware is shown at re uired locations. (Section 1008. 123. Does a stairway exzst. Yes NaIf no s
skip #24 thru #28.
24. Stairway doors da not open over stairs. /V0
25. Stairways a e a minimum o#' 44"' wzde(except where occupant load is 50 or less or as per Section
1009.1).-
26. Maximum riser is ? inches and minimum tread is I I inches. (
27. A landing i� provided a� the top and bottom of each. stairway. 1'"
28. Maximum vertical rise without a landing is 12m),�
29, Handrails are identified that meet the requirements of Section 1009. 11
.
30. Handrails return to wall, etc. or are continuous to next stair handrails
31. Elevation change of over 1/20 is desi*gnedas a ramp as per Section 1010 >(
32. Exit signs are identified when over 2 doors are required for exiti g.
-&-�f
3 3. Emit signs are spaced no, more than 100 " apart or to the door. ,{/
34. 42" guardrails are shown whenever a walking surface is over 3 0`4' above grade.
35. Any roof mechanical equipment within 10' from edge has a guardrail shown.
36. Egress does not pass through intervenin&s aces unless the space 'is accessary is the area served and
the intervening space is not hazardous. 4e
37. If multiple tenant spares exist, egress from any one does not pass through another. -A--
38. Length of common egress travel saes not surpass requirements asper Sectian 1 13.3,
39. Rec�uired egress aisle adjacent to tabes shall comply wY.th Section Q 13.4.2
with •�
40.S aces with one means of egress meet the following ma.�imum occupancy loads:
a• OccunnnovTA-X-
,,E,�~,M & U - AZAocc.
b. Occupancy H- 1, H-2, & H-3 - 3 occ.
C. Occupancy H-4... H-5, I- 1, 1-31) I-4, & R - 10 occ.
d. occupancy S - 34 occ.
41. Where two or more exits are required, they are a minimum of V2the diagonal distance of the space
served apart or where the space is served by an automat sprinkler system, the distance is �/3,--
42.
If boiler or furnace rooms over 500 s�q, ft. with btus over 400, 000, two exits are provided.
43. Refrigeration machinery rooms and refx�geraied roams ver 1000 sqjt. have two exits .
Stage means of egress camply� with Seciian 1 Q 14.6.
45. Exit Access travel distance meets requirements q of Table 10 15. 1.
4 6. Exterior exi balconies constructed in accordance with Section 10 1 5.3have 10 0 " added to their travel
distance.
47. Corridors are rated as per Table 10 16. 1
48. Corridor widths meet requirements of Secfion 1016-201
49. Corridor dead ends are less tan 20' or S0' for sprinklere occupancies B and F.
50• 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:�L
1-SnQ requires 2 exits
501-1000 requires 3 exits
More than 10 0 0 requires 4 exits
II
52. Buildings with one exit meet the requi - rements of Section and Table 10 18.2.�_
53. Interiorstairwells required as a means of egress meet the requirements of Secti"on 1019.
54. Space under stairs is identified as I -hour rated.
55. Exterior ramps or stairs are open on one side and have a minimum of 35 sq. ft. of opp
ens not less
than 42" above, any floor level.
56. Exterior ramps and stairways are protected from the inside of building as per Sect -Ion 1 022.6.
57. Ebalconies, stairways and ramps are over 10 1 from 1. tIines an otb�.ildings on the lot.711d h
58. Egress courts meet the requirements of Section 1023.5. z
59. Assembly occupancies meet the requirements of Section 1 024. X/�
0.
60. Window egress or better is provided in every sleeping room and any habitable basement.
6 1. Vestibule is provided as per Section SQZ.3.6 of the International Energy Conservation Code.
ACCESSIBLITY
1. An accessible route connects all accessible buiidings, accessible facilities,, accessible elements,
accessible spaces and the public right-of-way(excent. as excepted by Section 1144).2A 1 1 'ble entrances F p
In addition to the required accessible 50% of all public entrances are accessible.
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3. Accessible parking is provided as per Table 1106. 1. 150WIE�O
4.
10% of hospital out patient is accessible essble and 00%0of rehab or physical therapy.
f�-
5. Van spaces are provided.(Qne out of six and any portion) 7O)
6. Accessible parking is provided on shortest route from accessible parking to the accessible
building entrance.
'
'���
7. Group I occupancies meet accessibility requirements as set forth in Section 1 1 07.5
�(/
8. Group R-1 occupancies meet the requirements of Section 1 1 07.6 and Table 11x7.6.1.1. ��..
9. Where 4 or more a-partment units, one level town homes or condos are located in one structure
ail units are designed as Type B units as per ICCIANSI 1 17. 1 unless on a upper level without
elevator service.
1 0. Where more than 20 apartment unit ID
, one level town homes or condos are located ire a project, 2°/o
but not less than one are designed as Type A units as per ICCIANSI If 7.1.
11. Wheelchair spaces (and companion seat Per Section 1 1 08..2.5) are provided in Assembly
Occupancles as per Table 11 0 8.2-2. 1
12. Assistive listening systems are provided in Assembly oc panties where audible
communications are integral to the use of the space
13. Any Assembly occupancy performance area has an accessible route a$f per Section 11 08.2.8.
,6�,
14. Any dining area in an Assembly occupancy is fully accessible. �(�'
15. Self service storage facilities shad provide accessible spaces as per Section I 1 0$.3.
16. Toilet and bathing facilities are accessible(unless in a private ott
ice)as per S Ction 1149.2,
171D Unisex toileis and bathing rooms are supplied as per Section 1109-2.1. 111117i,410-
1 8. Where sinks are provided, 5°fo, but not less than I is ile. access*
19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling).
20. Storage cabinets , etc. one of each type is accessible as per Section 1 1 09.8. ,�/
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1.
2*
3.
40
Attic ventilation exists that is 1/1 5 0 of the floor space. or
5 0% of the attic ventilation is 3 ft. above eaves. �'
Crawl space ventilation complies with Section
1203.3.
Natural ventilation (windows, doors,, louvers etc.) is a minimum of 4% of floor space.,),(.
1/3 00 with vapor barrier..,
1
5• Interior spaces that do not have openings directly to outside meet requirements of Section
1203.4, 1.-,K
6. Bathrooms containi�~ - " � re Mechanically vented. J1u0-1!
7. Natural
or Artificial -require encs of Section 1205. r�
8. Courts shah meet the � � +� � �
9. Dwellingsi �10 party wa�1. ants of Section 1207. X'
All habitable roams s, � too_-- and a minimum of 7Q s . ft.
11. Dwellinguniis exce � q zn area.0 � P ��� � have one habitable room of 120 sq, ft.
12. All Ceil��gs are a min�1 �-.n 113 at 7'V. �
1311P Attics and crawl spaces __ __��� openings as per Section 1209.
14. An energy review has been submitted that meets the requirements of the International Energy
conservation code. 11,1111111111�pjjjjll
EXTERIOR WALLS AND ROOFS
I . Exterior Wall Vapor retarder provided unless another approved means to avoid condensation end
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 hol s as per Section 1405.3.2.
_
4. Masonry veneer shall be mechanically attached as p r Section 1405.5.�
5. Stone Veneer is anchored as per Section 1405.6....,
,l�
6. Sidings shall be applied as per Section 1405,
7. Fire separation distance for combustible veneers(siding) meet that of Table 1406.2.1.2.
8. Balconies that protrude shall meed the requirement of Table e 601 for floors, AOOL'
9. Metal Composite Materials(MCM� -rvw_
sha�I rz�eet the requirements of Section 14Q7.
10. Roof coverings meet the requirements of Table 1505.1. )r
11. Double underlayment is provided in asphalt roofs with minimum nope 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 t0 24" inside of the inside of the exterior wa11.�_
13. Drip edge metal is provided along all roof edge. �
14. Metal roofs meet the requirements of Section 1507.4.:4
15. Built-up roofs meet the requirements of Section 1507.10.
16. Single Ply Plastic hoofing meed requirements of Section 15 Q7.121 5Q7.13.
17. A11 other roof requirements of Section1507.qng types meet the re ~�
�%
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 windMeed wind exposure, seismic design category and site
class.
-X-
3. All plans except as described in #1 above shall include the following:
a. Floor live load including any reductions)(P'
b• Roof live load as per Section 1607.11 ,,,-
C. Roof Snow load, including the flat roof snow load, the snow exposure factor.) the snow
load im�or�a�ce factor and the thermal factor. X;
d• mind design data, including basic wind speed,wind importance factor with building
category, wind exposure, applicable internal pressure coefficient and the design oridpressure used for the design of components and claddxng,
e. Earthquake design data including0 4
seismic importance factor, seismic use group, mapped
spectral response accelerations, site clasp, spectral response coefficients, Se15mIC design
category, basic seismic--force-resisting systems, design base shear, seismic response
coefficients, response modification factors and the anal is procedure used.i�!'
4. Flood zone is identified(1f in flood zone see Section 16Q3.1.6}.
5. D esign of floor Iive loads in access of SD lbs per sq, ft, also identify that signs must be posted as per
Scetion 1603.3
-
6. Structural design calculativns meeting the requirements of chapter 16 have beenprovided.7, Architectural, mechanical and electrical com 1621 onents meet the sei Section
� seismic requirements of
8. 'Where special fabrication (usually steel) is performed ff sight, the fabricator has provided a
certificate of compliance as per Section 1704.2.2.
9. -.
Special inspections are identified for wedding. 11r
10 . Sinspections are identified for high strength bolting.-.00ir
11. Special inspections are identified for co
1704.4/ ncrete construcii�or� except as excluded by Section
�
12. Special inspection are xdentif ed for masonry as p er Section 17Q4. 5..16
I3. Special inspections are identified for fibs greater than I2" deep where load is applied,AZ
411
0
14. Special inspections are identifiedor all pier and pile foundations.
15. Special inspections are identifled for sprayed on firs resistance ap lications,�
16. Special inspections are identified dor 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), .
18. Special inspections are provided for seismic force resisting systems.
19. Structur observations as per Section 1709 axe identified for structures in Seismic Use Groups or
20. Truss'Details provided or noted to be provided prior to frame inspection. -,,k /Vkp 7-<V
SOILS AND FOUNDATIONS
1.
20
3.
4.
5.
6.
7.
9.
10.
1 1.
Allowable soil foundation bearing pressure has peg Table 1804.2)..
A soil investigation is required per the requirements of pec-t;r,r, Y 5t
rM
such as fill materials, organic soils, clays ox uestianable roc y; 1 Where questionable soils
conditions exist? Yes No Ifyes, are thenecessar�s��'ata e��st. Do any of these
a�y sv11 Departs provided? Yes No
Grading is a minimum of 2% for concrete or asphalt surfaces or 5% f r
Information provided as per lection 1803.5 for an structural fill. natural surfaces.
Footings (except for.1 story category 1 buildings no bigger than 4aQ s , ft.far frost protecfiion q ) are 3b" below grade
le __
Buildings on or adjacent to greater than 311 slopes meet requirements of Section 1805-3. *17
Top of foundation is a minimum of 12"" above the adjacent street gutter sunless a drainage path is
identified and approved by the building official }. )(7
Footings designed so that the allowable bearing capacity of the soil is not exceeded.
Foundation meets the re r�iremen
q is of Section � 8Q5.5 (1*nclud*�ng taules 1805.5�,_
Except for group R and U occupancies of light framed canstru iioxl of seismic design D and less
than 3 stories in hiegbt, concrete is a minimum of 300o p.s.j..
Retaining walls are designed with a lateral siding and overturning factor of safety of 1.5. �
,�.
12.
13.
14.
15.
161b
17.
180
Foundatio
warir ants 0
fllin.9- (YP -qVQtPrn nr vxTi.To t
%*,jL-ijx uAj jag (Section i?w7,3) is provided where water table,
Damproofing shown under slabs as per Section 1807.2.1._
Damproafing shown for foundation walls. X
Minimum of 4" of gravel is shown under all slabs. . 1)(I
Foundation In is installed (except in well -drained gravel areas) as per Section 1 807.4.2 and
1807.4.3. - A,--AFFW
Piles meet req"uicements of Section 1 808, 1 809, 18 1 0 and 1 811.
,/��%�-
Piers are a minimum of 2' wide and meet requirements of 1$+Q8.2.23. and 18 1 2.
CONCRETE and MASONRY
L Construction documents show compressivc-strength of concrete., strength or grade of reinforcement
and the size and location of reinforcement.
2. Structures assigned to Seismic Design Categoxy D contain a statement identifying if slab -on -grade
designed as a structural diaphragm. is
3. Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the
requirements of Section 19,04.2.2 and Tables 1904-2.2(l) and 19QA�.2.2(2}.�!4. Masonry construction documents identi'size -
grade, type and location of reinforcement., anchors
and wall ties as per Section 21
5. Masanry fireplaces have in r 12" thick footings that are 6" wider than masonry.
6. Masonry fireplaces havI e' infQrcemeni and anchors as per Section 21 1 1'.
7. Masonry fireplacese g uirements of Section 2 1 1 1 and Table 2 1 11. 1.
8. Masonry chimneys al e requirements, of Section 21 13.
WOOD
1. 1h
2.
3.
5.
6.
7.
8.
9.
Truss drawings identify requirements as per Section 2303.4.1.�"��Joist layoutplans are provided,,Engineered
products
have computer layout.
Floor and roof sheathing meets requirements of Section 2304,7, )r -AIX
Connections and fastening meet the requirements. of Table 23,04.9.1,4�
Fasteners in preservative treated wood are hot -dipped zinc coated galvanized steel, stal*nlesssteel
silicon bronze or copper. %�
Wood framing members above foundations are 8" (min.) above soil.
Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3:1 for unblocked.
Shear wall aspect ratios meet the requirements of Table ..3.-40d 023053r--,
Shear wall design meets requirements of Section 2305.3..
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GLAZING
1. GIazing in pooh, sauna., hot tub, steam room, bathtub or s er enclosuressunless over 6Q" above
standing Surface) is safety glazing as per Section 2406, i�--
2. Glazing within 24" of door (unless over 60"' above standing su
2406* rface) is safety glazing as per Section
I Glazing greater than 9 sq. ft., bottom below 1$", 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.,,4
5. Glazing next to stairways, landings and ramps
{uri�ess over 60" above standing surface} is safety
glazing as per Section 2406,
1.
2.
3 i
4.
5.
6.
7.
8.
9.9
bo
Number of plumbing fixtures shall meet the requirements of Table 29Q2„ I
Separate toilet fac*jit-
ies are provided for spaces with 16 or more employes, or combination o/
employees and customers (except for mercantile occupancy �y'th occupancy of SD or less), I/�'liFublic torlet facilrties are provided as per Section � 2.�.4
E1e�atoxs meet the requirements of Chapter .30.
Pedestrian walkways meet the requirements of Section 1104.
Awnings and canopies meet the requirements of Section 3 1 5
Marquees meet the requirements of Section 3106.
Swimmi'ng enclosures and safely meet the requirements of
Protection for pedestrians meets the requirements of Section 33All A
a .
14. Existing structures meet the" requirements of Chapter 3 4.
ection 3 10 9.
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