HomeMy WebLinkAboutCHECKLIST - 05-00301 - Hill Plaza BuildingPlan Checklist for the 2003 International Building Code
Name of Project:
/.I 100�?Zh
ILL 0
USE AND OCCUPANCY
1.
2.
3.
3.
4.
t
Classification as per Sections 302.1 & 303 thru 312
Incidental use areas see Table 302.1 .11�'
Identify if mind roccupancy exasis. Yes or NO X
If no then skip 43 below.,
Accessory p (10% or under)�
Nonsepar occupancy as per Section 3U2.3,1 s �`i�re Barrier Walls andlor
Sepaxaied d c pancy as pegTablee 302.3.Z ldentif y on plan
Horizont s e ies including the rating
If Asse ly Occupancy fists, is it 750 sq. ft. or fess as per'Section 303.1. or less than 50 occupants
as per Section 3 03 . 1.1
Covered Malls, see Section 40 . Atr* s see Section 404. Underground Buildings seg Section 405.
ti n 6. I-2 Occupancies.see Section 4407. 1-3 Occupancies
Mofar Vehicle Occupancies, e S c
see Section X08. Motion Pic u e roj � c o Rooms see Section 4D9. Stages and Platforms see
section 410. Special Amus m �d � in s see Section 411. Aircraft Related Occupancies see
Section 4 12. Combustible: to ge e tion 413. Hazardous Materials see Section 414. H-
ee Section 15. �� atio of Flanunable Finishes see lection 416. Drying Rooms
Occupanci`es s p
see Section 417. Organi, Co see Section 418._
HEIGHT AND AREA
1. Area, First Floor
55m,", L Second Floor , Third Floor
2. ,area meets requirements as per Table 5 03 . (Basements need not be included as per Section
503.1.1) Yes ?( No
31. Height meets requirements as per Table 503. Yes No
4. Buildingsonsame fat? Y s No X If no then slip #5 below.5. Regulated as Separate or Regulated as one Building as per Section 50.13AI
6. Height modified as per Section 504. Yes No 7F yes , sprinklers ars required.
7. Area modified as per Section 506. des N o If yes use the area provided below to
calculate increase.
Total Area Allowed after Increase
0 S. Zeno Loi Line Buildings see Se fion'70�).
Buildings see SectioD507..
Area Shawn on Plans 00e/
4/
For Mezzanines see Section 505. Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1. identify the Type of Construction as per Section 602 VE
Z. Check allowable material for Type I and ��'�uild��. s �.� peg Section 603N&
3. Table 601 -- Identify Building, Element Ratings
4. Table 602 - Ideniify the Fire Resistance Ratings of Exterior Walls /V0--0r8i:2
5. Check Openings in Exterl"or Walls for compliance with Table 704.9.(If sprinklered, gee Section
704.5.1)
6. Proj'ections meet requirements of Section 704.2-NoTr---9
7. Check for window vertical exposure from roof below as per Section 704.10 � 1�
$. Check that Parapets are not required as per Section 7Q4.11 L!OT40
9. Are Firewalls used or required? Yes No �C If no, skip #10 below.
10. Check Fff*ewalXs for Structural Stabil'i Fire Resistance Rating as per Table 7x5.4
made of Noncombustible eri Is.. xcept Type V} Horizontal Continuity Vertical
Continuity Connecti to e r Walls as per Section 705.5.1 Extend to
Horizontal Proj ecting Ele etas e tion 705.5.2 Openings (no windows) as per
Section 70. the t at ions meet requirements of Section 712 Duets and
Air Transfer Openings in F"rewall meet requirements of Section 705.1.1.
11. Are Fire Barriers used fired? has xequj*red by table 302.3.2) Yes No If no skip
# 12 below.
12. Check Fire Barriers f s t ral stability as per Section 706.4. Opefflngs limited to 25%
of wall. Maxi o e -cy size of 120 sq. ft. (unless sprinklered) Check that
Penetrations meet t'. a it ents of Section 712. Ducks and Air Transfer Openings meet
the requirements o Sect' n 712 a.rid 716.
13. Are Shaft Enclosures used or required? Yes No k If no then sip # 14 below.
14. Shaft Enclosures meet the requirements of Section 707.
IS, Are Fire Pa-t-titions used or ;equired? Yes Nay If no thin skip # 16 below.
16. Check Fire Partitions foS r ctural Stability and Continuity as per Section 708.4. Dwelling-
units
that acres rinl� rid allowed V2hr. �e ara��ons ver�p sus I lir. Check that
Penetrations meet re encs of Section 712. Ducts and .Air Transfer Openings meet
the requirements flection 71.2 and 716.
17. Firs Raced Cefling Panels meet requirements as per Section 711.3.1.
18. All Penetratiom..' )n Fire Resistive 'Wally and Horizontal Assemblies meet the requirements of
Section 712.
19. Fire resistive Joint Systems meet the requirements of Section 7131,
2Q. Doors and Shutters in Fire Rests *ve Assemblies meet the requirements of Table 71.,-' .34
21. Fire Doors are Self Closing. 22. Fire windows or Glazing conform to Section 715.4 and Table 715.4.00f//9-
23.
Fire and Smoke Dampers conform with Section 71.6.E
24. F ire Blocking and ]]raft Stopping is provided as per Section 7J.7 (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) ko/�
25. mall and Ceiling Finishes meet the requirements of Table 803.5 and Section 8+03. �'
26. Floor Finish meets requirements of Section 8a4.)io-
FIRE PROTECTION SYSTEM
I . Is a Fire Protection System rewired fair this building in order to meet area, height etc. requirements?
2.
3.
4.
5.6
6-1i
Yes No >',,j If no skip #2 below. /
List the type of system that is required
Other requirements equirxng Fire Protection Si stems (check if needed):
Ltion 9032. 1
tion �0 .2.�.}
5ect`o 03.2.3�
ct� 9 .4
tio) � 2 5}
�ect'on 9Q3.2.6}
ection 903.2.7}
Group A (As per S
Group E (As per S
Group F- 1 (Asper
Group H (As per S
Group I (As per Sc
Group M (As per
Group R (As per
Group S-1 (As pe Section 9D3.2.8}
{Group S-2 (As pe Section 903.2.9)
X11 Buildings exc pt R-3 and U AAs per Section 903.2. 1 0,)conveying Hazardous Exhausts AAs per Section 903.2.12. 1
Conunercial Cooking Operations AAs per Section 903.2.12.2) Ali&
As per Table 903.2. 13 /X .
If Sprinklers needed as identified in 93 list type. of system required.
If Spn'nkler required by any of the above, Are Monitors and Alarms provided as per Section
X03.4? LV
? V
If an Aliernative Automatic Fire Extm`guisEng Svstemis identified, does I meet the requiarements rNf
Section g04?
7. Are Fire Alarms required as per Sections 907 or 908? Yes No,,>v' if no then skip # S
below.
S. Do Alanns meet the requirements listed in Sections 907 or 908?���
9. Is smoky control arequired?(as per Sections 402., 404, 4a5 or 414) Yes No )C If yes, ,gee
Sections 9:09.,
10. H occupancies may require smoke and head vents as per Sections 415.6 and 410.��
15 1mrn�� ino ore��
1. Mmmum height of 7'as per Section 1003.2.
2. An -v protruding objects meet the requirements of Section 1003.3.
3. The occupant load shown an plans. IV 0
4. The occupant load as per calculated'by Table 1004.1.2. 5,0,m
C`a
5. Occupant load posies in every assembly occupancy as per Section 1004.3. -AIAL,
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 mean of egress shah not reduce the
available egress capacity to Tess than. 50% of total required'.
9. Door encroachment does 50% not reduce the requz���. �gidth to less khan required. V-
10.
Means of egress is illuminated as per Section 1006.w
11. 111uminafion emergency power is shown for means of egress as per Section 1006.34
��/�
12. An enclosed exit stairway is shov�m. Yes Nam_ if no, skip # 13, # 14 and # 1 5 below.
13. Enclosed stairway has an area of refuge(as per Section 1007.6) or is sprinklerecl.
., "A
14. Area of refuge has 2 -way cmmunicatiQns, instructions and is identified as per Sections 1007-6.3
,
1007.6.4 and 1007.6.5.
/���.,
t 4
15. Door clear widths are a minimum of 32". Except as allowed by exception of Section 1 008. 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 a
I S. All egress doors have a landing on both sides as per Sections 1 008. 1.4 and 1008. 1.5. Xi
19. Thresholds are identified as a maximum of/2" high, for swing doors and3/4" four sliding doors as per
Section 1 008. L6. 1(
20. Space between two do -ors is less thar14$"(except R2&R3non Type A units)x
21. Locks and latches meet requirements of 1 008. 1.8.
22. Panic hardware is shown at required locations (Section 1 008.1.9).
23. Does a stairway exist. Yes No��Xf no, skip #24 thru 428,.
24. Stairway doors do not open over stairs.
►�
25. Stainvays are a minimum of 44" wide(except where occupant load is 50 or less or as per Section
1009,
26. Maximum riser is 7 inches and mimmum tread is 11 inches..
/111it..,
27. A landing is provided at the top and bottom of each ta"
irway. lvlp,
28. Maximum vertical rise without a landing is 12'. A
29. Handrails are identified that meet the requirements of Section 1 0-09.1 WA
30. Handrails return to wall, etc. or are continuous to next stair handrails t
3 1 .. Elevation change of over 1/20 is designed as a ramp as per Section 10 I 0 �%-.
32. Exit signs are identified when over 2 doors are required for exiting
3.3. Exit signs are spaced no more than 1 00' apart or to the door. ///`'!
34.
4Z" guardrails are shown whenever a walking surface is over 3 0" above grade.
_A14
35. Any roof mechanical equipment within 10' from edge has a guardrail shown. ��,O P
36. Egress does not pass through i�.tervening spaces unless the space is accessory to" the area served and
the intervening space is not hazardous,.-t�",.'�'
37. Yf multiple tenant spaces exist, egress from any one does not pass through another. �`
3 8. Length of egress travel does not surpass requirements as per Section 10133.�K
39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2.
40. S -Paces with one means of egress meet the follow-ong maximum occu ane ioads�. N"
P
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, 1-3, 1-4, & R- 10 oce.
d. Occupancy S - 30 oce.
41. Where two or more exits are required, they are a minimum of V2 the diagonal distance of the space
sen7ed apart or where the space is served by an automatic sprinkler system, the distance zs 1/3.
42. If boiler or furnace rooms over 500 sq. ft. with b us over 400 000, two exits areP rovided. 004/X
43. Refriaeratxon machineryrooms and refrigerated rooms over 1000 s two ft* h%.,W'w exits. AJ,�
44. Stage means of egress comply with Section 1 014.6. ��;�� T
45. Exit Access travel distance meets requirements Of Table 1015.1.
��
46. Exterior exit lca►nies constructed in accordance with Section 1 .0 1 5.1 have 1 00' added to their travel
distance. 7�
4'7. C are rated as per Table 1016.1.
48. C widths meet requirements of Section 10 1 6.2.Ali;l
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 1 000 sq. ft,�'�
51. The minimum number of exits for occupant load meets the following.- _
1-5 00 requires 2 exits
50 1-1 0OU requi're s 3 exits
More than 1 000 requires 4 exits
M-
52. Bu1*1dings with one exit meet the -requirements of Sectaon and Table 1 0 1 B.2._�-
53.InteriorA, stairwells required as a means of egress mein,-'[ the requirements of Section 1 0 1 9,
54. Space under stairs is identified as 1 -hoar rated, V.
a'�
55. Exterior ramps or stairs are open on one side and .ave a i
mm1n
than 42" above any floor level. mum of 3.5 sq. ft.. of open space not less
56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.60
''Po"
57. Exterior balconies, sta*
irways and ramps are over 10' from I t lines and other buildings on the lot. /V
58. Egress courts meet the requirements of Section 1023.51, 4
59. Assembly occupancies meet the requirements of Section 1 024, '�,
60. Window egress or better is provided in every sleeping room and any habitable basemeni.___per .hIr�terr�at�onal4�_,
6 1 - Vestibule is provided as Section of t. e Code, .3
::
ACCESSIBLITY
1 • An accessible route connects a11 11 accessible bu�Idings, accessible facilities, accessible elements
accessible spaces anpu�ii� ri,ht-of-vvay(excepidthe excepted by Section 1 I Q4}.� �p
2. In addition io the required accessible entrances 50% of all public entrances are accessible.
3. Accessible ng Parki *
is provided as per Table 1x06.l . X, - �C
4. 1 0% of hospital out patient parking is accessible and 20% of rehab or physical therapy._
5. Van spaces are pxovxded.(one out of six and any portion) �(
6. Accessible parking is provided on shortest route from accessible parking to the accessible
building entrance._ K
7, Group I occupancies 0 meet accessibility requirements as set forth in Section 1 1 07-5. ".�, -
S. Oro -up R-1 occupancies meet the requirements of Section 1107.6 and Table 1 107-6.1 1. I��
d
9. Where 4 or more apartment units one level tavvMhomes. 10 01Tyke10 rondos are located in one structure,
all units are desYgned ,as B U'M'ts as per ICC/ANSI 1 1 7. 1 uffless on a upper level without
elevator service-.
1 0. Where more than 20 apartment unit., one level town homes or condos are located in a project., 2 %
but not less than one are designed as Tvn
A its as per ICC/ANSI 1 17. 1.
1 �-. Af
Wheelchair spaces (and companion seat as er Section 1108.2.5) are provided in Assembly
Occupancies as per Table 1108.2.2..1.
12. Assistive Iistening s stems n"r Y I provided iAssembly oe-1mi)ancies where audible
communications are integral to the use of the space. .. - 'i
�V/V/
1 3. Any Assembly occupancy performance area has an accessible route as er Section x.108.2.8
14. Any dining area in an Assembly Occupancy is fully accessible.
15. Self service storage facilities shall provide accessible spaces as Baer �ectior�C) D 1108.3.itJ
16. Toilet and baihin� facilities are ac
cessibl less in a private otlice)as per S�,ctjon 1 1 09.2.-X
1 7. Unisex toilets and bathing rooms are supplied as per Section I 1 09.2. X -XV/)/J-
18. Where sinks are provided, 5°fQ, but not less than 1 is acc
essible.
��
19. Where a kitchen or kitchenette is provided.,it zs accessib. e(unless xn Type B dwelling),
��/,�-
20. Storage cabinets lockers,
etc. one of each type is accessible as per Section 1 109.8. A)-))
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1. 'm0
Aitic ventilati P on exists that is 11I50 of the floor space or I/30p with vapor barrier.
2.
50% of the attic ventilation is 3 ft. above eaves,
_ �� _ - � -1
3. Crawl space veinfilation complies with Section 1203.3.
4. Natural ventilation (windows., doors, louvers etc.) is a minimum of 4% of floor space. M -i -7 -et)
a
Iy
5. Interior spaces that da not have openings directly to outside meet r1203.4.1 eq�.��rements of Section
4
G. Bathrooms containing bathtubs., showers or spas are mechanically vented. 411A
7. Natural or Artificial light is4Fprodded that rneets the requirements of Section 1205. SIG"
S. Courts shah meed the requirements of Section 1206.3,��.
9. Dwellings party wads and floors meet the requxremen.ts of Section 1207.
10. Ahabitable rooms shall be a minimum of 7' wide and a mini
� mum of 70 sq. fi. in area.
11. Dwelling umts(except Section 1X08.4 efficient ur%is} have one habitable room of 120 sq. fts��
12. All ceilings are a minimum of 7'6" With no more than 113 at TO"'.-
130
Attics and crawl spaces have access openings as per Section 1209.
1P
14- An energy review has been submitted that meets the requirements of the Intemat*onal Energy
consen�ation co�.e�
EXTERIOR WALLS AND ROOFS
1. Exterior Wall Vapor retarder provided unless another approti°ed mans to avoid condensation and
leakage has been provided. #,X
2. Water resistant barrier shown on sheathing as per Section 1402.2._A,
3. Masonry veneer is flashed at bottom and has weep holes. A -
4. Masonry veneer shad be mechanically attached as p -La Section 1405.5. �
5. Siong Veneer is anchored as per Section ].405.6.
_Drim
it ..��., ������.� �� �.t.� V ���� �u��, �d ruo.� eage. A
14. metal roofs meet the requirements of Section I
5
15. Built-up goofs meet the requirements of S ection 1507.10.^%�-
16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and. 1507,13.
�/�-
17. A11 other roofing -hypes meet the requirements of Section 1507.
18. Bu'��+dn�s with. roof drains have drains designed and sized as per UPC 1105. 0
.��J/�
6. Sidings shall be applied as per Section 1405, distance7. Fire separation distance for combustible veneers sidi1406.2.1.2-Aol'zigng} meet that of Table
S. Balcones that protrude shall meet the requirement of Table 5a1 for floors. j -
9. Metal Composite requirement
shall meet the requzrer�.ents of Section 1407.
10. Roof coverings meet the requirements of Table I505.1.��,�c��%�
1 I . Double undexla,�end is provided in asphalt roofs Nvi.th minimum slope of x:12 up to and including a
4:12 slope.
12. An ice dam membrane (one continuous sheet or two sheet cemented together) for 4i1 asphalt roofs is
provided from the roof edgy to 24" inside of the inside of the exterior wall.1, 3_��
Tl Pd Y'Y7 P1�a � t � rtirnt T ; Ae� .,.1.-..., _ � • .
STRUCTURAL DESIGN AND SPECIAL INSPFCTIONS
1. Structural Tose Group (as per Table 1604.5)
__ 4�
2. Structural documents for Tight frame wood buildings as per chapter 23
loads, ground snow Iflad, basic wind speed,
30
ciass. A I
include floor roof and live
0
wind exposure,
seismic design category and szte
tui pians except as descry bed in #1 above shall include the following:
a. Floor live load including any seductions. 4"
b,. Roof live load asp�� Section 1607.11.
�
C. Roof Snow load, including the flat roof snow Todd, the snow e� o�ure fact
load importance factor and ffie thermal factor. �X' �' or, the snow
a
d. Wind design data, including basic wind speed, wind importance factor with building
category, end exposure, applicable intemal pressure coefficient and the design mind
pressure used for the design of components and. eladd�ng.
e. Earthquake design dataIncludinc, seismic importance factor, seismic use group, mapped
spectral response aecelera%ons, site cuss, spectral response coefficients, seismic design
category, basic seismic -force -resisting systems, design base shear, seismic response
coefficients, response modification factors and the analysis procedure used.
4. Flood. zone is identified(if in flood zone see Section 1603.1-6) -�/�--
5. Design of floorads in access of SD lbs per sq. ft. also i dentify that signs must be posted as per
Section 1603.3.=
6. Structural design calculations meeting the requirements of chapter 16 have been provided.
7. Architectur-al., mechanical and electrical cQmpans meet the seismic requirements of Section
162 1. A/ 0-74D
8. where special fabrication (usually steel) is performed,,offisght, the fabricator hasprovided a
certificate of compliance as per Section 17Q4.2.2.�
9. special inspections areidentified for wedding. &//,�-
r
10. Sinspections are Identified for high strength bolting.
1 1 . Special inspections are identi#ied far Concrete construction except as excluded by Section
17Q4.4. ,v` ,.
12. Spec
ial inspection are identified dor masonry as per lection 1704.5./4
&_
13. Special inspections are 'Identified dor fills greater than 12" deep where d is a /:
14. Special 'inspections are identified for all. pier and pile foundations. 11--
15. Special inspections are identified for sprayed on fire resistance applications�
16. Special inspections are identified for smoke control systems.
17. Quality assurance pian for seismic resistance is provided (except, for design light frame as per
chapter Z 3 Q 8 or reinforced masonry fess than �5 feet high) �-
1 8. Special inspections are provided for seismxc force resisting systems.
///,I-
19. Sobservations as per Secti'on 1709 are identified for structures in Seismic Use Groups II or
20. Truss Details provided or noted to be rovided prior to frarne inspecti0on.
SOILS AND FOUNDATIONS
1. Allowable sail foundatl',on be ring pressure has per Table 1804.2).
2. A soil investogatoon 0 is eq ix d er the requirements of Section 1802.E where quest'onable sons
such asfill materials,g �c �s, days or questionable rock strata exist. Do any of these
conditions exist? Ye If yes, are the necessary soil reports provided Yes Ido
3- Grading is a minim of 2% for concrete or asphalt surfaces or 5% fo natural surfaces. it
4. Information provided as per Section 1803.5 for any structural f H.
���
5, Footings �exeept for 1 story caie�ory 1 buildings no bigger than 44Q sq. ft.) are 36" belowgrade
far frost protectian. �
6. Buildings an or adjacent to greater than 311 slopes meet requirements of Section 150.3.: �
7. Top of foundation is a minimum of 1.2" above the adjacent street gutter (urtless a dramage path is
identified and approved by the building afficial),_�7�
S. Footings designed so that the allowable bearing capacity of the soil is not exceeded.
9. Foundat*zan m�e�s ��.e requ�re��ents of Section 1805.5 �tables 1 SO5.5_}. �' 10. Edor group R and U occupancies of IiQht famed constructs� of seismic design D and Tess
than 3 stories in Meght, concrete is a minimum of 3000 p.s.j.. >41/Il.-
11. detaining walls are designed with a h---1,dt�rai gliding and overturning factor of safely of 1.5., ,
12. Foundation dr4ffiaae system or crater -proofing uTarrants. V /,i�,
(Section 1807.3) is provided where water table
I3. Damproofin,,`
shown under slabs as per Section 18 07.2. Id
14.. Damproofing shown for foundation NvaIls.
15., Minimum of 40" of grm..-el is shoN-�Tn under all slabs.h
16. Foundation dr9ln �s installed (except in well -drained gravel areas) as per Section 18x7.4.2 and
18 0 7-4,3'
17. Piles meet requirements of Section 18 0 8, 18 09, 18 10 and 18 11 . IV�
I $. Piers are a �nrnimum of 2' wide and meet re uirem
q ents 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 �o Seismic Design Cat
egory D contain a statement identifying if slab -on- ade is
designed as a structural diaphragm. �
3.- Concrete exposed to freezing weather his air entrainment as per Table 1904.2.1 and meets the
requirements of Section 1904.2.2 and Tables 1904.2.2(l) md 1 �
4. MasODY construction documents idents size,garade, hype and location of reinforcement
and wall tees as per Sec on 2101 *3
anchors
rs
5. Masonry firepla s a e inimum 12" thlock footings that ars 6" wider than masonry.
6. Masonry firepla s e ismic reinforcement and anchors as per Section 2111.
7. .Masonry fir3P ly ee sign requirements of Secl:ion 2111 and Table 2111.1 .
8. Masonry chi ys. meet requirements of Section 2113
,
LUNW-0-1j"
1.. Truss drawings identify requirements as per Section 230"J. 4. 1.��
2. JOist laYout plans are provided._ Engineered products have computer layout.Ad
3. Floor and roof sheathing meets requirements of Section 2304.7._'k-'_
4. Connection, s and fastening meet the requirements of Table 2304.9. 1.
5- Fasteners in preservative created wood are hot -dipped zinc coated galvanized steel, stainless steed
s�llcon bronze or copper. � �y��
6. mood framing members above foundations are 8" (M*n.) above soil. �
7. Diaphragms da not exceed the 4:I rata for all edges blocked and 3:1 for unblocked. L '`
8 • Shear wall aspect ratios meet the requirements of Table 2305-3.3,
9. Shear wall design meets requirements of Section 2305.3. �•�''
GLAZING
1.
Glazing in pool, sauna, hot tub, steam roam, bathtub or shower enclosures (unless over 60" above
standing surface) is safety glazing as per Section 2406.
Glazing wimin 24 " of door (unless over 60'"
24-06. 4,/ ..
3. Glazi94�k
ng greater than 9 sq.
above standing surfaced is safety glazing as per Section
bottom
b/ow
18 ", ta above 3 �" and "
�' 3 6 from walking surface is
,saFety glazias per Sectzo� 24U� �
4. Glazing in guards and rams is safety glazing as per Section 24D
5 . Glaz'�g next to staiz-ways, landings and ramps (unless over 6011glazing as per Sectian 24x6.
6.
above standing surf -ace) is safety
M1SC.
� . Number of plumbzng fixtures shall meet the aces requiremenS f Table 2942,1,
2. Separate toilet faei�i�ies are provzded for s Wit -
P h", 16 or more employees, or combi'nation of
employees and customers (excepi for mercantile occupancy with occupancy of 50 or less). „�-',� f_
3. Public toilet facllrties are provided as per Section 2902.6.
4. Elevators meet the requirements of Cha��er 3Q,AIIX
I - Wa-
5. Pedestrian walk -ways meet the requirements of Section 3 1 04. rk"�-O X
6. Awnings and canopies meet the requirements of Section 3105.'-�e'
7. Marquees meet the requirements of Section 31 06. � ,
S. Swimming pool enclosures and safety devices meet the requirements of Section 3 1 09, ��-
a
9. Protectionfar pedestrians meets the requirements of Section 3306. ,�'�`��
1 0. Exisixng structures meet the requirements of Chapter 34.��.y�;