HomeMy WebLinkAboutCHECKLIST - 05-00095 - Evans Beauty SchoolPlan Checklist for the 2003 International Building Code
Name of Project;
USE AND OCCUPANCY
1.
2
9
r
Classification
as per Sections
302.1 &
30
Incidental
use
areas see Table
3Q2. 1.1
M
Identify if mixed occupancy exists.
Go�L�G�
ru 312 /-+ a -D
f
57,;,1ke,0r,,C. A.,00^ef
or No If no then ski
Accessory Space (10% or under)�%
Nonseparated Mixed occupancy as per Section 3023.1
y rim
p #3 below.
separated Mixed Occupancy as per Table 302.3.2 Identify on plans Fire Barrier Wally and/or
Hun"Zontal Assemblies including the rating F y
If Assembly Occupancy exists, is it 75U sq. it. or less as per Section 303.1 or less Than 50 occupants
as per Section 303.1.1
Malls, see Section 402. Atriums see Section 444. Underground Buildings see Section 445.
Motor Vehicle Occupancies, see Section 4Q6. 1-2 Occupancies see lection 407. I-3 Occupancies
see Section 4n8. Motion Picture Proj:eetion Roams seg Section 409. Stages and Platforms see
section 410. Special Amusement Buildings seg Section 411 . Aircraft Related Occupancies see
I .
Section 412. CStorage see Section 413. hazardous Materials see Section 414. H
uecupancies seg Section 41.5. Application vi- Flammable Finishes see Section 416. .Drying Rooms
see Section 417. OrLyame Coatings see Sectinn 419
_
Area,, First Floor ip Second Floor ,Third Floor
2. Area meets requirements as per Table 503. (Basements need not be included as per Section
503. L. 1 ) Yes Nox,
3. Height meets requirements as per Table 543. Yes X No
4. Buildings on same Lot? Yj s Na Ino thea skip #S below.5. Regulated as Separate or Regulated as one Building as per Section 5D3.1.3
6. Height modified as per Section 504. Yes Na If Yes , sprinklers are required.
7.0 Area modified as per Section 506. Yes X' Na If yes use the area provided below to
calculate increase.
;)K--06 7
74
vi
Total Area Allowed ager increase �� ��' � Area Shown on Plans
S. sera Lai Line Buildffigs seeSoction 705. dor Mezzanines see Section 505. Urdimited Area
Buildings see Section 507. Allt
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
I .
2.
3.
4.
5.
6.
110
Identify the Type
of Construction as
per
Section 602 -FV
Check allowable
material for Type Z
and
II bufldm'g,%as per 5
Table 601 - Identify Building Element Ratings.0
�I
Table 602 - Identify the Fire Resistance Ratings o
ection b03
prior Walls., A4�
Check OpnExterior �nnails for compliance with Table 704.8.(If sprinkered, see Section
704.8.1)
Projections meed requirements of Section 704.2
Check for window vertical exposure from roof below as per Section 704.10
check that Parapets are not required as per Section 704.11
Are Firewalls used or required? Yes. Na "XC If no, skip #10 below.
Check Firewalls r St et al ability Fire Resistance Ratmg as per Table 705.4
MadeofNonco-n-�txsti�le at�r��.ls(exce-�t �'vne 'VJo)rizontal Continuitv Vertical
confinuit 0 ep 'a t Extenor malls as per Section ?05.5.1 Extend to
Horizontal Pro'
' t�ii E m as per Section 705.5.2 Okpenings {no windows3 as per
Section 705.8, C ec i Penetrations meet requirements of Section 7].2 Ducts and
Air Transfer D e'gin ire all meet requirements of Section 7'05 . 1 1.
Are Fire Barriers ed or required.? (as requj*xed bvtable 302.3.2 } Yes No If no skzp
# 12 below.
12. Check dire Barriers for structural stability as per Section 706.4. Openm'gs limited to 25%
of wall. Maximum opening size of 120 sq. fL. V7L;ucts
sprinklered)� Check that
Penetrations meet the requirements of Section 712. and Air Transfer openings meed
the requirements of Section 71.2 and 716.,.�
13. Are Shaft Enclosures used or required? Yes Nom If no then skip # 14 below.
14. Shad Enclosures meet the requirements of Section 707,A)/A
15. Are Fire Partitions used or required? Yes No X If no then skip 416 b
16. Check F' e it' s for Structural Stability and Contm'uity as per Section 708.4. Dwelling
units t e p lered are allowed V2hr. separations versus I hr. Check that
Penetr s he requirements of Section 712. Ducts and Air Transfer Openings meet
there u' e � is f Section 7I2 and 716.
17. Fire Raked Ceiling Panels meet requirements as per Section 711.3. 1. 0-450
18. All Penetrations in Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section,712. . AL074<0
19. Fire Resistive Joint Systems meet the requirements of Section 7130
20. Doors and Shutters in F ixe Resis 've Assemblies meet the requirements of Table 715.3.----,--
21. Fire Doors are Self Closm'g.01
22. Fire Windows or Glazing conform to Section 715.4 and Table 715.4.�
23. Fire and Smoke Dampers conform with Section 716.,,x lew
24. Fire Blacking and Draft Stopping is provided as per Section 7T7 No (Draft Stopping is not
required of partition line in dwelling units with combixxed space of leis than 3000 S2. F�t .iid not
required if in sprinklcrcd building with sprinklered concealed spacec,,i),-.-T-v
25. Wall and Ceiling Finishes meet the requirements of Table $b3.5 and Section 8a3. "-tdp
26. Floor F sh meets requirements of Section 804.�
FIRE PROTECTION SYSTEM
lip
2.
Is a Fire Protection
Yes No
System required for this building in order to meet area, height sic. requirements?
If no skip #2 be -low. a .
List the type ofsystem that is required
Z2-
3. Other requirements requiring Fixe Protection Systems (Check if needed:
Group A AAs per Section 903.2.1) �
Group E (As per Section 943.2.2)
Group F - I (Asper Section 903.2.3)
Group H (As per Section 903.2.4)
4.
5.
6.
Group I (As per Section 903.2.5)
Group M (As per Section 903.2.6)
Group R (Asper Section 903.2.7)
Group S- 1 (As per Section 903.2.8)
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)
Commercial CookingOpen bons (As per Section 903.2.12.2)
Asper Table 903.2.1
If Sprinklers
needed as identified in
#3 list
type of system requixed, N
If Sprinkleys
required by any of the
above,
,lire Monitors and Alarms provided,� as per Section
903.4?�
If an Altemative tomatic Fire ExIm"
Section 904?�
guisliing System is identified, does I meet the requirements of
7. Are Fire, Alarms required as per Sections 907 or 908? Yes
below.
8. Do Alarms meet the requirements listed in Sections 947 or 908?
9. f s smoke control required?(as per Sections 402., 404, X0 5 or 410)
No X
Yes
ifnot hen skop # S
No�_ If yep, see
Sections 909.
I0, H Occupancies may require smoke and heat vends as per Sect'ons 415,+6 and 410
MEANS OF EGRESS
1.
2.
3.
4.
5.
Minimum height of 7'as per Section 1003.2. �
Any protruding objects meet the requirements of Section 1003.3.
_
The occupant load shown on plans..D'j
The occupant load as per calculated by Table 1004.1.2. G `1.5
Occupant load posted in every assembly ccupancy as per Section 1004.3. IVO-7cV
6. Egress width is identified an plans.
7. Egress width meets requirements as calculated per Table 1005. 1
.
S. Multiple means of egress sized so that the loss of any one means 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 toless than Sa°lo requiredLo.
10. Means of egress is illuminated as per Section 1006.
11. Iemergency power is shown for means of egress as per Section 100G.3.
12. An enclosed exit staS sham. Yes No X if no, skip 4131# 1 4 and # 15 -below.13. Enclosed stairway ea of refuge(as per Section 1007.6) or is sprinklered.
14. area of refuge has c rnmunicatians, instructions and is Identified as per Secti( ns 1007.6.3,
I007.6.4 and 100
.
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 were serving 50 or more persons or in a H occupancy._
17. Specialty doors meet the requirements of 1008.1.3. /Y
18. All egress Boars have a landing on both sides as per Sections 1009. I.4 and 1008.1.5.
I9. Thresholds are identified as a ma�murn of �/�" high, for swing doors and3/4"-' for slid xn.g doors as per
Section 1008.1.6. 'K
20. Space between two doors is fess than 48"(except R2&R3no Type A units).2I. Lacks ancc� re� hatches meei uirements of �.DQ8.1.S.
q
22. Panic hardware is shown at required locations (Section 1 ��
-w*
23. Does a fairway exist. Yes, No If no, skip :924 thru #28.
24. Stairway doors da not open over states. A4Pft
25: Staw"ways are unum of 44"" wide(except where occupant load is 50 or fess or as per Section
Ia0}.1).
26. Maximum riser i's ?inches and m��mum dread is I 1 inches. � AWoo D•� �
27. Alandmog is provided at the top and bantam of each st-iai/1UC>
28. Maxamuun vertical rise without a. landingis 12'-__
29. Handrails are identified that meet the �-equ�rernents of Section 1009.11.0 � �a P&49A
i
04
30. Handrails return to wad., etc. or are continuous to next stair handrails A" �.
3 I. Elevation change of over 112D is designed as a ramp as per Section 10 10
32. Exit signs are identified when over 2 doors ars required for exiting.
33. Exit signs are spaced no more than 10Q' apart or to the door.
34. 42""' guardrails ars shown whenever a wa).kit�g surface is over 30"' above grade. AID'kA2
3 5. Any roof mechanical equipment withul. 10' from edge has a guardrail shown.
)V//I-
36. Egress does not pass through intervenmg spaces unless the space is accessary to: the area served and
the intervening space is not hazardous. r/�
37. If multiple tenant spaces exist, egress from any one does not pass. through another.
38. Length of egress travel does not surpass requirements1013.1 as per �ec�ion �T
39. Required egress aisle adjacent to tables. shall comply with Section I013.4.2. A011A
40. Spaces with one means of egress meet the following maximum occupancy loads:
a. occupancy A,BE,F,M & U - 50 occ.
b. Occupancy H- I, H-2, & H-3 - 3 oce.
c. occupancy H-4, H - S, I-1, I-3, 1-4, & R - IQ occ.
d. Occupancy S - 30 acc.
41. Where two or more exits are required, they are a min,vnum of V2the diagonal, distance, of the spac�
served apart or where the spare is served by an automatic sprinkler system, the distance is 1/310
42. If boiler or fumace rooms over 500 sq. I with btus aver 400.,000.9 two exits are provided,, � �, T�
43. Refrigeration machinery roams and refrigerated rooms of er 1000 sq. ft_ bave two exits.*1ZL-
s4
44. Stage mans of egress comply with Section 1014.6. �
45. Exit Access travel distance meets requirements of Table 1015.1,,
4 6. Extedor exi alconies constructed in accordance with Section 10 15. 1 have 100' added. to their travel
distance.
47. Corridors are rated. as per Table 1016011 , /� ►�
4 8. Corridor widths meet requ irements of Section 10 16.2
.�
49. Corridor dead ends are less fan 20' or 50' for sprinklered occupancies B and F.
5 0. Corridor not used as plenum unless in a tenant space of less than 100 0 sq. ft.
51. The minunum number of exits for occupant load meets the following.
1 -SOD requires 2 exits
5 01 - 1000 requires 3 exits
More than 1000 requires 4 exits
SZ. Build in. s with one exit meet the requirements of Section and Table ��15.�.
g q 53.Interiorstairwells required as a means of e cess meed the xequ`rements of Section ]� � �. �. I�IA
�
54. Space under stairs is identified as 1 --hour rated. -AvIep
55. Eramps or stairs are open on ne side and have a mini -mum of 35 sq. ft. of open space not less
than 42" above any floor level..-
56.
Exterior rams and stairways are protected from the inside of budding as per Section 102-2.6.
57. Extenor balconies., stairways and ramps are over 10' fram lolines and other buildings cin the lot.
T -W
58. Egress courts meet the requirements of Section X023.5,
59. Assembly occupancies meet the requirements of Section 10 4.
6a. Window egress or better 'is provided in every sleeping room and any habitable basement.
ACCESSIBLITY
I . An accessible roue connects all accessible buildings, accessible facilities,, accessible eluents,
accessible spaces and the public right-of-way(except as excepted by Section 1104). 1V040_re*P
2. In addition to the required accessible entrances, 50% of a� public entrances are accessible. X
3. Accessible parking is provided as per Table x.106.1. �
4. 10% of hospital out patient parking is accessible and 24%a afire b or physical therapy.
5. Van spaces are provided.(one ut of six and any portion)
6. Accessible parking is pra ed on shorten route from accessible parking to the accessible
building entrance.
7_ group I occupancies meet accessibility requirements as set forth in Section 1107.50
S. Group R- I occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1.7/4
9. Where 4 or more apartment units, one level town hones or condos are located in one structure,
all units are designe 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 locate in a project, 2%
Typebut nab fess khan one are designed as A units as per ICC/ANSI 1.1.7. 1.
1 1.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Wheelchair spaces (axed companion peat ,a,per Section 1108.2.5) are provided in Assembly
Occupancies as per Table 1108.2.2. 1 /1/ 0149
Assistive listenm'g systems are prodded in Assembly oc upancies where audible
communications are integral to the use ot ine space.
Any Assembly occupancy performance area has an accessible routte per Section 11 08.2.8.b
Any dining area in an Assembly Occupaneyis fully accessible.
Self service storage facilities shall provide accessible spaces as per Section 1108.3.-/-)/4
Toilet and bathing facilities ars accessible(unless in a private office)as per Section 1149.x.
Unisex toilets and bathing rooms are supplied as per Section I 109.2.I.p7�►_N_
Where sus are provided, S°/Q, but not less than 1 is accessible.
ZITl.��-� 1.- -19,
a kitchen
...- tr;+..t,..w.n�-r-n ;n provi;a.,aT�- :�
ar kitchenette is ded, it �s
.,.....,,�.,.l.�l�l.,�...1�.,...... rr:�._r n
aGcessibl�e{mess i�, Type B
w�Whe
dwellit1g)-
Stcabinets,
dockers, sic. one of each type
is accessible as per Section 1109.8.,
v
I NTERJOR ENVIROMENT AND ENERGY CONSERVATION
1. Attic ventilation e�sts that �xs 1/150 of the floor space or 1/300 with vapor barrier.
2. 50% of the attic ventilation is 3 ft, above eaves. A,��
3, Crawl space ventilation -complies with Section 1203.3.
4. Natural ventilation (windows,,, doors, louvers etc.) is a 'mi'mum of 4% of floor space./V~
S. Interior space a.� da not have openings directly to outside meed requirements of Section
1203.4.1.
N
6. Bathrooms contau"u'ng bathtubs, showers or spas ars mechanically vested. '�
/
7. Ndtural or Artificial light is provided that meets the re mems of Section 1205,.
✓
S. Coufts shall meed the requirements of �.2��.3.
9. Dwellings party walls and floors meed the requirements of Section 1207. -
10. Ahabitable rooms shah be a mir�unum of 7' wide, and a minimum of 70 sq_ ft. in area.
11. Dwellm'g units(except Section 1208.4 efficient units) have one habitable om of 120 sq. ft, 1 2. All ceilmg s are a nimn�
vnuof 76"' withi�h no more than. 1/3 at TO".
13. Attics and crawl spaces have access openings as per Section 12a9.
14. An energy review has been submitted that meets the requirements of the International Energy
conservation code.��
EXTERIOR WALLS AND ROOFS
1. Exterior Wali Vapor retarder provided unies other approved means to avoid condensation and
leakage has beenprovided. - �
2. Water resistant barrier shaven an sheathing as per Section 1402.2/.Ovi;,�
3. Masonry Veneer is flashed at bottom. and has weep holes.
4. Masonry veneer shall be mechanically attached as perBection 14.45.5.
5. Stare Veneer is anchored as per Section 1405.6.
5. Sidings shall be applied as per Section 1405.
7. Fire separa��o�. d�stanc� fog comb�st�b�e �r�neers(s�d�n�� m��� that of Table 14U _ 1. 2.
$. Balconies that protrude shall meet the requixement of Table 6,01 dor floors..
9. Metal Composite Materials(MCM) shall meet the requireme9ts of Section 140761 'JIA
10. Roof caveri�gs meet the requirements of Table 1505.10,'�
11. Double underlayment is provided in asphalt roods with minimum nope of 2:12 up to and including a
4:12 slope.�fl7pW
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 mall. A.0107evv
13.
Drip
edge metal
is provided
along
all. roof edge.A110
14. rvietai rovrs meet the requirements vi k-piecnon iDvi.4. r•N , �A
15. Built-up roofs meet the requirements of Section 1507. 100
1. 6.
s ingle 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.
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
I . Structural Use Group (as per Table 1604.5)_
2. Structural documents for litzht frame woad buildm`as as ger chanter 23 include floor roof and live.
loads, gray. snow Load, basic wind speed, wind exposure, seismic design category and site
class.
3. A11 plans except as described in 41 above shall include thefollowm'g.6
a. F1aar I�ve lead �cluduzg any reduetWns.�
b. Roof lige load as per Section 1607.11
.
C. loaf Snow load, including the flat Loaf snow load, t snow exposure factor, the snow
load importance factor and the thermal fatter.
d. mind. design data, including basic wind speed, wind importance factor with build ing
category, mind exposure, applicable internal pressure cvefficie-the design wind
pressure used for the design -of components and gadding._
4.
5.
6.
7.&
e_ Earthquake design data i�c�.udix�g seismic �rnpoftance factor, seismic use group, mapped.
spectral response accelerations, site cuss, spectral response coefficients, seismic design
category, basic sexsmxc-force-resis-ting systems,, design base shear, seismic respond
coe#`fi6ents, response modification factors and the anayysis procedure used. AP�Oy
Flood zone is identifflied(if ire flood zone see Section 1603.1.6)
�U�
Design of floor live loads in access of 50 lbs per sq. ft. also identify that signs mush be, posted as per
Section 1603.3. ;rep
!Y• � .--y �- -��- ----�---7 �i4 I-. r.Irr. �anr�rt-r r�wrzs ry r�vA
s�T.�Crl]�'al Q�'53.�� C:ci1GUiaL1UIs II1CCL111g LilC IC4LillC111G11L7 l)i PiLttV c�.x.
Arclhitec.t) a`!, mechanical and electrical components meet the seisnu`c requirements of Section
x. 621.
where special fabrication(usually steel) is performedo sight, the fabricator has provided a
cert�ficat� of co�pl�.ance as per S�etion � 7p4.2.�.�_
9. Special inspeciians aye identified for weXding.
10. Special inspections are identified for high strength bolting. AA0
1 1. Special in�pections are identified dor concrete construction exe}�t as excluded by Section
1704.4.lfllk
12. Special inspection are
4
identified for masonry as per Section 170.5.. 0102
13.
Special
inspections are
identified
for
fills
I4.
Special
inspections are
identified
for
allp:
greater than 12" deep where load 'is applied.
foundations..���ier and ile
15. Special inspections are identified for spayed on fire resistance applications. AW41.1p'r
16. Speci al inspections are identified for smoke control systems.
17. Quality assurance pian for seismic resistance is provided (excleufor design Tight frame as per
chapter 2308 or reinforced masonryhigh),.,wTess than 25 feet
18.
Special inspections are
provided for seismic
farce resisting systems.. 111k
19.
Structural bservations
as per Section 17Q9
are identified
dor structures in Seismic Use Groups II or
ZOO. Truss Details provided or noted to be provided prior to frame inspection. �
ig
'OiV AWL I L M4 4
L Allowable soil foundation bearm"g pressure has per Table 1804.2).
2. A soil investigation is required per the requirements of Section 1802.2 where questionable soils
rol
7.0
R.
9.
10.
such as fill materials, organic soils, clays or questionable rock strata ex-ist. Do any vfthes
conditions exist? Yes N0 X If yes, are the necessary soil reports provided? Yes
G-radmg is a m n.imum of Z°lo for concrete or asphalt surfaces or 5% for natural surfaces.P'T�
Information provided as per Section 18Q3.5 dor any structural fill. &00�
Footings (except for ry category I buildings no digger than 400 sq. ft.) are 36"' below grade
for frost protection.
Buildings on or adjacent to greater Than
3/1 slopes
meed requirements of lection
1805J. X
Top of foundation is a inimum of 12"
above the
adjacent street gutter (unless a
drainage path is
"dentiffied and approved by the buildm'gofficiaJ,).��`�
Footings designed so that the allowable bearm*g capacity of the soil 'is not exceeded.
Foundation meets the requirements of Section 1805.5M,Cludm*g fables 1805.5
�.
Except for Group R and U occupancies of light framed constctiQ eismic design D and Tess
than 3 stores in hieght, concrete �s a n�nimum of 3000 p.s..i..7 '�
detainingwalls are designedwith a laterad sliding and averturniYlg facty� vf`safety of 1.5. �//�
Foundationdt�nage system or water-proofit�g (Section 1807.3) is provided where water table
v�raar�rant_ f /-J
13. Damproofmg shown under slabs as per Section 18 07.Z. 1.
14. Dshown dor foundation walls,.
15. Minimum of 4 of gravel Is shown under X11 slabs. A&ZGCPII
16. Fram zs is (except in well -drained graved areas) as per Section 1807.4.2 and
18U7.4.3
ee
17. Piles meet requirements of Section 1808, 1809, 1910 and 181 l
18. Piers are a mummum of 2' wide and meet requirements of 1808.2.23. and 1811
CONCRETE and MASONRY
1. Construction46
documents show compressive wren h of concrete, strength or ,grade of reinforcement
and the size and location of reinforcement.
Z. Structures assigned to Seismic Design ategory D contain a statement identifyM'Ig if slab -on. -grade is
OL
designed as a structural diaphTagm.�' �
3. Concrete exposed to freezing weather has air entrainment as per Table 1904.2. and meets the
requirements of Section I904.2.2 and Tables 1904.2.2(l) and 1904.2.2(2).
4.
5.
6.6
Masonry construction dacumen�s i , grade,type and location of reinforcement., anchors
and wail ties as per Section 21£1.3. )U/4
Masonry fireiplaces have minimum. 12"" thick footings that are 6" wider than masonry.
-
Masonryfireplaces have seismic reinforcement and anchors as per Secti
on 2111
.
?. Masonry fireplaces meet design requirements of Section 2111 and Table 2111. I .
8. Masonry chimneys shah meed requirements of Section 2113.
��
1.
2.
3.
4.
5.
Truss drawingsidentifv require:.
Joist layout plans are provided.
as per Section 2303.4.1._4&L�Ae;V
, �
Engineered products have computer layout.
Floor and roof sheathing meets requirements of Section 2304.7. )C
Connections andfastening meet the requirements of Table 2304.9. 1. X
Fasteners in preservative treated woad are hot -dipped zinc coated galvanized steel, stai_nIess steel,,
silicon bronze or copier. AVI*::V
6. woad framm*g membears above foundations are S" (min) above saiLA
7. Diaphragms do not exceed the 4-M I ratio for all edges blocked and 3 : I for, bloc
8. Shear wail aspect. radios meet the requ�rements of Table 2305.3.3.
9. Shear wall desz"gn meets requirements of Section 2305.3.
[in WA
VA
_ Qrf]
ked.
**>e
1. Glazm`g in pool, sauna., hot tub, beam room, bathtub or shower enclosures sunless over 60"' above
.0
standmg surface� i's safety glazing as per Section 2406.
2. Glazing w' hin 24"" of door (unless over 60"' above sanding surface) is safely glazing as per Section
2406.
3 _ Glazing greater than 9 sq- ft-, bottom bel 18 ", top above 3 X95
safety g�az�ng as per Sectior� �4(�E.
440
5.
and 36"' from walking surface is
11
Jazm"g inguards and railsis safetyg�azu�.g as peer Section X406. .�G
lazmg next to stairGways, lan;1)4-
` gs and ramps (unless over 60" above standing surfaced is safety
glazing as per Section Z406.
MUIT"
1.
2.
3.
11
5.
6.
7.
8.
91%
Number 4f plumbing fixtures shall meet the requirements of Table 2902. 1. "
Separate toilet facilities are provided for spaces with 16 or more employees, or combination of
employees and customers (except for mercantile occupancy wig cupancy of 50 or less).
Public toilet facilities are provided asper Section 2,102.6m
Elevators meet the requirements ofChapter 30. �
Pedestrian walkways meet the requirements of Section 3104.
Awnings and c�.nc�p�es meed the requirements of Sectiqp 3105.
,
Marquees meet the requirements of Section'. -'31 06,
Swimming pooh enclosures ar�c� safely devices meet the requirements �ectzon 3 � D9. -AOOI&
Protection for pedestrians meets the requ�rements of Section 3306.
I0_ Existing structures meet the requirements of Chapter 34.
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