HomeMy WebLinkAboutCHECKLIST - 05-00142 - Madison Ridge Chiropractic - New BuildingName 4f PrcIect-,
Plan Checklist for the 2003 International Building Code
USE AND OCCUPANCY
1.
2.
3*
Classification asp er Sectiolls 302.1 & 30`3 thru 312
Incidental use areas gee Table 302. I.1
Identifv if mimed occupancy exists. _des or No -L< If no then skip #3 below.
Accessory Space (10% or under)�
Nonseparated Mixed Occupancy as per Section 302p,
Separated Mimed Occupancy as per Table 302,3.2�'
Horizontal Assemblies including the rating
.1�
� Identify on
S � a rr4- -A �/a%j
rz, S jo",OfAzcx/�t.
plans Fire Barrier malls and/or
3. If Assembly Occupanc xists, is it 750 sq. I or fess as per Section 303.1 or fess than 50 occupants
as per Section 3 03.I . 1
4. Covered Malls,, see Section 402. riums see Section 404. Underground Buildings see Section X05.
motor Vehicle Occupag-nnce s, seg coon 40G. 1-2 Occupancies see Section 407. 1-30ccupancies
see Section 4i38. Motion c ure P , jec�xa� Rooms see Section 409. Stades and platforms see
section 4 10. Special Ams e ' dings see Section 411. Aircraft Related Occupancies see
Section 41.2. Combustib St ' 9 se Section 413. Hazardous Materials see Section 414. H -
Occupancies see Section 415plication of Flammable Finishes see Section 416. Dying Rooms
see Section 41.7., Organic Coatings see Section 418.
HEIGHT AND AREA �
1.
2-D
4d)
Area, first Floor � f t -
a3 � , r � rlF Third Floor
Area mets requirements as per Table 503. (Basements need not be included as per Section
503.1.1) 'Yes Na
Height meets requirements as per Table S03. Yes--)f-No
Buildings on same Lot? Yes No If no then skip 95 below.
5. Regulated as Separate or Regulated as one Building as per Section 503.1.3
6. Height madiffied as per Section 504. Yes Noy
7. Area modified as per Section 50G. Yes No-
,of v
calculate increase.
If yes,. sprinklers are required.
If des use the area provided below to
Tota. Area Allowed ager increase Area Shawn on Plans
S. Zero Lot Line Buildings see S
Buildings see Section 507. Al
ion 705. For Mezzanmes see Section 505. Unlimited Area
'r
iw
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1. Identify the Type of Construction as per Section 602 VB
2. Check allowable material for Type T and II buildm s as per Section 603 N'V--3. Table 601 - Identify Building Element Ratings(1-
4. Table 602 - Identify the Fire Resistance Ratings of Exterior Walls
5. Check Openings in Exterior Walls for compliance with Table 704. 9 - (If sprinklered, see Section
Ana u t � Y'
341,
Projections -
meet requirements of Section 744.2
Check for window vertical exposure from roof below as per S ion 704.10V;1 --
Check that Parapets are not required as per Sect -ion 704.11
Are Firewalls used or required? des No If no, skip #10 below.
11b ,.t,- T';-r�-%xra]1v. fi r q t-nTofi,ral Rf R hi I it Fire Resistance Rafin� as per Table 705.4el
�.r,,..-...,� „r+;�„1a ArCn+��Y��c(�.�r�r,� 'Txmp VA �-Tnri7nnt�.l Vertical
lYl"dl1G VlV lYt[1.LV91.R[Lii7�Vl�wvY.,--..Continuitvcontin�.ity nnection to Exteriar �V'alls as per Sectian 745.5.1 Extend tv
Harizonta a' Elements as per Section 705.5.2. L�pen�ngs (na wi.n�iows) a,s per
CQ % r'l�r�nr i-��i�AlnOt�-ntint-te ,�rrPpt rPn��irpmertt� of Section 712 Ducts d1I
�7Gt�LiCi11 f VJ.0 r L.li►rVA WiIiLL �. ��.�v�au���,��� 11.RVLa. �...�..�u_,����.�_-.. --_ ..._______ Air Trans£er Openings 7ix� Firewall meet requirements of lection 7 5.11.
11. Are Fire Barriers used or required? (as required by table 302.3.Z) Yes-- No If no skip
412 below.
l2. Check Fire Barriers for structural A il' y A er Section 7o6.4. Openings limited t0 25%
4of wall. Maximum opening 'Z q. . (unless sprinklered} Check thatsft
Penetrations meet the requirement S 712. Dints and Air Transfer Openings meet
the requi�ements of Section 712 d
13. Are Shaft Enclosures used or required? Yes Na � If no then skip # 14 below.
I4. Shaft enclosures meet the requirements of lection 707.,
I5. Are Fire Partitions used or required? Yes Na X If no then skip 4 16 below.
16. Check Fire Partitions f S ural liability and Continuity as per Section 70$.4. Dwelling
units that are sprinkler oared V2hr. separations versus I hr.Check that
Penetrations meet the encs of Section'712. Ducts and Air Transfer Openings meet
the requirements of S cti 2 and 716.--
17.
Fire Rated Ceiling Panels meet requirements as per Section 711.3.1. 1A
18. All Penetrations in Fire Resistive Walls and Horizontal Assemblies meet the requirements of
24.
25.
26.
Section 712. X
Fire Res"sto
ve Joint Systems meet the requirements of Section 713. 1 v
Doors and Shutters in Fire Resist ve Assemblies meet the requi'rements of Table 715.3
Fire Doors are Self Closing.
Firs Windows or Gazing conform to Section 715.4 anal T bye 715.4.
Fire and Smoke Dampers. conform with Section 716.
Fire BlockM9 and Draft Stopping is provided as per Section 717 (Draft Stoppmg is not
required at partition line M' dwelling units with combined space of less than 3000 Sq. Ft and not
required if in sprinklered building with sprinklered concealed spaces)
Wall and Ceil'ng Finishes meet the requirements of Table 803.5 and Section $D3,
Floor Fnush meets requirements of lection $d4. moi'
FIRE PROTECTION SYSTEM
1. Is a Fire Protection System required for this build
z.
4.6
5.
6.
VA
r6i
9.
Yep Noif no skip 92 below.
__XIF ;�- +1,� ��„P �,f cvctPm fhat is reauiret�
in in order to m
1�'
eel area, height etc. requirements?
111.74 I.11V [., �Jv _- - - -1
ether requirements requiur' ire Protection Systems (check if needed):
Group A (As per Section 9 .2. 1)
Group E (As per Section 903 2.2)
Group F-1 (As per Secfion _ 1.2.3)
Group H (As peer Section
Group I AAs per Sect*
on
Group M (Asper Section 3fi
Group R (As per Section, 03.2.7)
Group S-1 (As per Section 3.2.8)__—
Grout)
S-2 (As per Section 3.2.9)____-
All Buildings except R-3 end U (As per Section 903.2. 10)
cr T- nza.rdnus Exhausts (A-4 ger Section 903. .12. 1.)
Commercial Cooking Oper tions (As per Section 903.2.12.2)
As per Table 903.2.13 �
If
Sprinklers needed as identified in #3 lisp type of system required.
All&, -
If Sprinklersirequ"
red by any of the above, Are Monitors
903.49
If an Attemative
Section 904?
i Alarms provided as
rnatiG Fire Extinguishing System is identified... d
10
Are Fire Alarms required as per Sectio.D-s 907 or 908? Yes�+E/�I�
below.
Do Alarms meet the requirements listed in Sections 907 or 908?�
Is smoke control wquired?(as per Sections x-02, 40410 4,05 or 410) Yes
Sections 909."/ .6
Section
s I meed the requirements of
if no then skip #S
10. H Occupancies may require smoke anct heat gents as per z5eciffvns
MEANS OF EGRESS
1.
2.
3.
4.
5.
Minimum height of Tas per Section 10012.
_
any protruding objects meet the requirements of Section 1003.3.
�_
The occupant load Shawn on plans.Va"
�P jP4&J./5 19y
The occupant load as per calculated by Tatb?e 1(04.1.2.
Occupant load pasted in every assembly occupancy as per Section 1004.3 0 )—V—IA---
6. Egress width is identified on plans.Y
?. Egress width meets requirements as calculated per Table 1005.1. X
S. Multiple means of egress sized so that the lass of any one means of egress shall not seduce the
available egress capacity to less than 50% of total required.
. )<
9. Door encroachment does not reduce the required egress width to less than 50% required.
10. Means of egress is illuminated as per Section 1(3d6.A&
-14 9
11. illumination emergency power is shower for means of egress as per Section 1006.3
. �G
12. An enclosed exit stairway is shown. Yes No_X_ if no, skip # 13, # 14 and #15
s
13. Enclosed stair�uay has an arca. of rcfugc(as per Section 1007.6) or is Pri*iered.
14. Area of refuge has 2 -way �cOln=.U-nicafions, instructions and is identified as per Sections
No If yes, see
and 410" ..9 r- A-
41
y 3
1007.6.4 and 1007.6..5z
1007.6-37r
. 1008.1 ,1.
15. Dclear widths are a mtnnimum of 32". Except as allowed by exception of Section
-16. Doors swing in the direction of travel where serving 50,or more persons or in a H occupancy.
1.7. Specialty doors meet the requirements of 1008.1.3.?
/*
--a- F
18. All egress doors have a landu"ig on both sides as per Sedions 10 0 $. I.4 and 1(10 8.I.5.
19, Thresholds are identified as a maximum of V2" hi.gh, for swing doors and �/4" for slidm'g chars as per
Section 1008.1.6. r�( ')<"'
20. Space between two doors is fess than 48"(except R2&R3 non Type A units).
21. Locks and latches meet requirements of 1008.1 .8.�
22. Panic, hardware is shown at required locations (Section 1009. 1
23..Does a stairvvay exist. YesNa If no., skip #24 thru #28.
24. Stairway doors do not apen over stairs._ 'X'
25, Stairways are a minimum of 44" wide(except where occupant load is 50 or fess or as per Section
1009.1).
26_ Maxnnum riser is 7 inches and mix�.irnum tread. is I I inches._x_
27. A landing is provided at the top and bottom of each stairwayX _.
28. Maximum vert�ca1 rise without a landing is 1.21
29. Handrails are identified that meet the requirements of Section 1009A 1.�
30. Handrails return to wall, etc. yr are continuous to next stair handrails -,4>c
3 1. Elevation change of over 1/20 is designed as a ramp as per S ectioln 10 10
32_ Exit signs are identified when over 2 doors are requiredfor exiting. >C
33. Exit signs are spaced no more than 100' app or to the door..34.42 " guardrails are shown whenever a walking surface is over 30"' above grade. X
35. Any roof mechanical equipment within 10" from edgy has a guardrail shown. ,JII 0_rE:0
36. Egress does not pass through intervening races unless the space is accessory to the area served and
the. intervening space is not hazardous..
37. If multiple tenant spaces east, egress J om any one does not pass through another.
38. Lenge. of egress trammel dies not surpass requirements as per Section 1013.3
39. Required egress aisle adjacent to tables shall campy with Section 10 13.4.2.
4Q. Spaces with one meas of egress meed the foRowing maximum occupancy I
a. Occupancy A,B,EF,M & U - 50 occ.
b. Occupancy H-1, H-2, & H-3 - 3 occ,
C. Occupancy H-4, H- 5, Z- ]., I-3, I-4, & R - Id occ,
d. Occupancy S - 30 occ.
41. Where two or more exits are required, they are aminimum of /� the diagonal distance of the space
served apart ar where the space is sewed by an automatic, sprinkler system, the distance is 1/3.
42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are providefdoT�
43. Refrigeration machinery rooms and refrigerated rooms o er 1000 sq. ft. have two exits.
m y ---I
44. Stage means of egress comply with Section 1014.6. 1
45. Exit Access travel distance meets requirements of Table 10 15. 1
. �
Exteri46.or eoru.es constructed in accordance with Section 1015.1 have
distance.w
47. Corridors are raked as per Table 10 16.1 .�
48. Corridor widths meet requirements of Section 10 16.2*
100' added to their travel
49_ Corridor dead ends are Tess taxa. ��' or 50' far sp�inklered accupanc�es B and F`. N
54. 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: �k/
1--50 requires 2 exits
5 0 1 - 1000 requires 3 exits
More than 1000 requires 4 exits
e
V
SZ, F3uildings with one exit meet the requirements of Section and Table 1018.2.
53. Interior stairwells required as a means of egress meet the requirements of Section
54. S -Dace under stars is identified as 1 -hour rated. _
5 5. Exterior ramps or stairs are open c� one side and have a mu��mum of 3 5
that 42"' above any floor level.. 56. Extenor ramps and stairways are pratec�ed from the inside of building as
5 7. Exten*or balcom"es, stairways and ramps are over 10' fromlines. and o
58. Egress courts meet the requirements of Section 1023.5.1/i
59. Assembly occupancies meet the rec�uiremer�is of Section 1024.
sq. f�. of apes space not less
per Section 1022-.6.
Fit
!" �
their buildings on the lot/r
VX -
60. Window egress or better is provided in every sleeping roam and any habitable basement
ACCESSIBLITY
1. .An accessible route connects all accessible buildings, accessible facilities, accessible elements,
accessible spaces and the public right-of-way(except as excepted by Section 1104).�d��
2. In addition to the requited accessibly entrances, S0% of all public entrances are accessible_ 3C
3_ Accessible parking is provided as per Table 1106. 1.
'3C
4_ 10% of hospital out patient perking is accessible and 20% of rehab or physical therapy. % --
5. man spaces are provided.(one out of six and any portion)_.�._
6. Accessible parkinKis provided on shortest route from accessible harking to the accessible
building entrance.
cies meed accessibility requirements as sed forth in Sec�ivn 1147.57_ Group � occupan c�
S. Group R- 1 occupancies meed the requirements of Section 1107.6 and Table 1107.6. 1. I.
g. 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 1CC/ANS1 117.1 unless on a upper level without
elevator service.
10.
11.
120
13.
14.
15.
16.
17.
18.
19.
Z0.
Where more than 20 apartment unit, one level town homes or condos are located. a project, 2%
but not less than one are deigned as Tyke A units as per ICC/ANSI 117.1
Wheelchair spaces Viand companion seat as r Section 1108.2.5) are provided in Assembly
Occupancies as per Tabic 1109.2.2.1.
Assistive. listening system are provided ua. Assembly occ}pancies where audible
communications are integral to the use of the space.,
AnyAssemblyo�cu anc erfaarmance area has a.� accessible route per Seciian 1108.2.5.
occupancy
Any dmmg area in an Assembler occupancy is fully accessible.
Self service storage facilities shall provide accessible spaces as per Section 1108.3.4
Toilet and bathing facilities are accessible(unless �n a private affice)as per ectian 1109.2,
�_
Unisex toilets and batbing rooms are supplied as per Section 1109.2. 1.
where sinks are provided, 5%, but not less than 1 is accessible. Y
Where a kitchen or kitchenette isprovided, int is accessible unless in Type B dwelling).
Storage cabinets, lockers, etc. one of each tyke is accessible as per Section 1109.8. V
INTERIOR ENVIROMENT ANDENERGY CONSERVATION
I . .Attic ventilation exists that is 11 15 0 of the flo or space or 113 a0 with vapor barrier. a
Z. 50% of the attic ventilation is 3 ft. above eaves, �
3. Crawl space ventilation complies with Section 1203.3.--"��
4. Natural ventilation (windows, doors, louvers, etc.) is a minimum of 4°l0 of floor space. P.Crrzv
S. Interior spares that da not have openings directly to outside meet requirements of Section
1.03.4.1
.
6. Bathrooms containing bathtubs, showers or spas are mechanically vented.1
�l�-
7. Natural or Artificial light is provided that meets the re � rents of Section 1205.
e uirements of Section T2.��.3�8. Couris shall z�r�.eet the rq417w
9. DwcLi�ings party wa1ls and floors meet the requirements of Section l.Za7.
10. A11 habitable rooms shall be a minitnumt of 7' wide, and a minimum of 70 sq. ft. in area. �
11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq.
A/I//A-
12. All ceilings are a minimum. of 7`6 with no more than x.13 at 7'0'".
I 3. Attics and crawl spaces have access openings as per Section 1209.
�
14. An energy review has been submitted that meets the requirements of the International Energy
conservation code. ftJ69 F llzp�� JcVSO,
EXTERIOR WALLS AND ROOFS
1.. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and
leakage has been provided. <
2. Water resistant barrier sown on sheathing as per Section 1402.20
3. Masonry veneer is flashed at bottom and has weep holes. j
4. Masonry veneer shad be mechanically attached as ection 1405.5..
S, Stone Veneer is anchored as per lection I405.6.
6. Sidings shall be applied as per Section 14x5.
7. Fire separation distance for combustible veneers(siding) meet that of Table I406 2.1.2.
8. Balconies that protrude shall meed the requirement of Table 601 for floors. -'I'li
9. Metal Composite Materials(MCM)shall meed the requirements of Section 140?. /JL-
10.
Roof coverings meet the requirements of Table 15f35. 1._
11. Double underlaend is provided. in asphalt roofs with minimum slope of 2:12 up to and including a
4:12 slope. 4
0 YF
12. An ice dam membrane (one continuous sheet or two sheep cemented together) r all asphalt roofs is
provided dram 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.
15. Built-up roofs meet the requirements of Section 1507.10.
16. Single Ply Plastic loafing meed requ�remen�s o� Section 1507.12 d1507.I3.
u rfin.
17. A11 other roofing types meet the requirements of Section 1507.Af
18. Buildin.gs with roof drains have drains designed and steed as per UPC 1105.0.
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1. Structural Use Group (as per Table 1604.5)
I Structural documents for light frame wood buildings as per chapter 23 include floor roof and live
loads, ground snow load, basic wind speed, wind exposure, seismic design category and site
class.
3. All plans except as described in 41
above shall include the foHowffig..6
a. Floor live load including any Sectionreductb. Roof Iive Iaad as per 1607.11.
c. Roof Snow load, including the flat roof snow load, snow exposure factor, the snow
load importance factor and the thenmal factor. �
d, mind design data, including basic wind speed, wind importance factor with building
category, mind exposure, applicable internal pressure Gaefficie and the design wind
re�sure used. for the desi of com orients ar�d .
claddinpgn P �
4.
5.
e. Earthquake design data including seismic importance factor,, seismic use group, mapped
hP
spectral response accelerations, site class, spectral response coefficients, seismic design
i �-
�egox�r3 basic seismic -Force -resisting systems, design base shear, seisnuc respo�xse
coefficients, response modification iactors and the ana
Fl( od zone is identifie if in flood zone see Section 1603.1.6)
�
'- procedure used.
Design of floor live ads in access of 50 lbs per sq. ft., also identify that signs must be posted as per
Section 1603.3.
G. Structural design calculations meeting the requirements of chapter 16 have been provided.
7.6 .Architec�ural, mechanical and electrical components meed the seismic requirements of Section
1621. r
8. %ere special fabrication (usually steed) is performed ff sight, the fabricator has provided a
certificate of compliance as per Section 1704-2..2.
9. Special inspections are identified for weldauxg. W
10. Special inspections are identified for high strength bolting,
11. Special ins ections are identified for concrete construction except as excluded by Section
1704.4.
12. Special inspection are identified dor masonry as per Section 1704.5. ,/� +►�''
13. Special inspections are identifiedfillsed fir ��s greater khan 12" deep where load is applied..
14. Special u�.spections are identified for all pier and dile foundat-ions. ,(i�
15. Special inspections are identified for sprayed on fire resistance a plications.
16. Special inspections are identified dor smoke control system. �
17. Quality assurance pian. for seismic resistance is provided (exce t for design light frame as per
chapter 2308 or reinforced masonry Less than 25 deet high)
18., Special inspections are provided for seismic force resist systems.
19. Structu 1 observations as per Section 17a9 are identiffied for structures in Seismic Use Groups Hor
III.
Z0. Truss Details provided or noted to be provided prior to frame inspection.
SOILS AND FOUNDATIONS
10
2.
3.
4.
5.
6.
7.
10-F
13.
Allowable soil foundation bearing pressure. (as per Table 1804.2).
A soil iri�estigation is is per the requirements of Section 1802.2 where questionable soils
such as fill materials, organic aids, clays or questionable rock strata exist. Do any of these
conditions exist? Yep NIf yes, are the necessary soil reports provided? Yes No
Grading is a min�rnum of 2% for concrete or asphalt surfaces or 5% fi natural surfaces.
Information provided as per Section 1$U3.5 for any structural fill.
Footings (except dor 1 story category 1 buildings no bigger than 400 sq. ft.) are 36" below grade
for frost protection. X
Buildm*gs an or adjacent to greater than. 311 slopes meet requirements of Section 18+D5.3.
Tap of foundationis a minimum of 12" above the adjaeent streei gutter (unless a drainage path i� s
identified and approved by the building official).�_
Footings designed so that the allowable bearing capacity of the soil is not exceeded.
___y__..
4P
Foundation meets the requirements of Section 1805.5 (includ" tables I 805.5_). �C
Except. for Group R and U occupancies of light framed constructi n of seismic design D and less
than 3 stories i-11 hieght, concrete is a minirnurn of 3a00 P.S.J.-
R.etai.ning wars are designed with a laterad siding and overturning factor of safety of 1.5.kl'
Foundafion,orf,ainnae system arwater-proafmg (Section I847.3) is provided where wader fable
W=Mts-
Damproofxng shown under slabs as per Section 1807.2. I
_���
17.
18.
Damp
a W
roofing shown for foundation vvaffs. "
M�mum of 4" of grav�I �s shown under all sia�s,
Foundation drhinis ffistalled (except in well-dram"ed gravel areas) as per Section 1807.4.2 and
187.4.3. 1
Piles meed requ�remenfis of Section 1 8D8, 1809, 1810 and 1811 .
Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812AII
�
CONCRETE and MASONRY
1. Construction documents shams compressive stof concrete, strength or grade afreinfvrcement
and the size and location of reinf-orce ent.
20" Structures assigned to Seismic Design,,,, egoxy D contain statement identifying if slab -an -rade is
3.
4.
5.
6.
7.
84
designed as a structural diaphragm. "
Concrete eased to freezing weather has air enirainmeni as per Table 1904.2.1 "meets the
requirements of Section 1.904.2.2 and fables 1904.2.2(l) and 1904.2.2(2),.
Masonry construction documents idem' Sze, grade, type and location of reinforcement, anchors
and wall ties as per, Section 2101.3. it - //0 �
Masonry fireplaces have minimum 1 2" thick footings that are 6" wider than masonry.
J
Masonry
fireplaces
have
seismic reinforcement and anchors
as per
Secti( n 2111.
Mnommv
firenlweq
meet
design reaui�ements of Section 2111
and
Fable
2111
P
I -P
Masonry chimneys shall meet requirements of Section X113.
WOOD
I .
2.
3.
4.
5.
6-h
Trussdraw*
ngs identify'requiremen� spear Section2303.4.1.� AO
Joist layoutplans acreprovided. � �gineered praducts have campuier layout.
Floor and roof sheathing meets requirements of Section 2,304.7. �
Connections and fastening meed the requirements of Table 2304-9.1.�_
Fasteners in preservative treated wood are hot -dipped zinc coaled galvanised steel, sia�nless steei,
silicon bronze or dapper. Ll AW
Woad framing members abase foundations are 8"" (non.) above sail. n"/"
Diaphragms do not exceed the 4.-1 ratio for all edges blacked and 1:1 for unhloc
Shear wall aspect radios meed the requirements of Table 23a5.3.3. .r
Shear wall design meets requirements of Section X305.3. X
GLAZING
1.0
2.
ked.
Glazing in good, sauna, hot dub, steam room, bathtub or sho er enclosures (unless over 60" above
standing surface) is safety glazing as per Section 2406.
Glazing within 24}' of door (unless over 64" above sfan ing surfaced is safety glazm'g as per Section
2406.
3. Glazm-g greater than 9 sq. ft., bottom below 18"', top above 36" and 36" from walking surface is
safety glazmg as per Section 2406. �' &/ZP r,
4. Glazing in guards and rails 'i's safety glazing as per Section
5.Glazm&g nest tv stairways, landin fand ramps (unless over 6Q" above standing surface) i's safety
glazing as per Section 2406. NI&
MISC.
it
2 P
I
4,
5.
6.
7.
8.
Number ofplumbing fLxtures shall meet the requirements of Table 2902. 1.��
-
Separate toilet facilities are provided for spaces with I 6 or more employees, or combination of
��
employees and customers (except for mercantile occupancy with occ-u
Public toiled facilities are provided as per Section 2902.6.
Elevators meet the requirements of Chapter 30. e-04
Pedestrian walkways meet the requirements of Section 3 1 04.
pancy of 50 or less). IVU .
Awnings and canopies meet the requirements of Secticin 3 1 05. //-L
hrlarquees meet the re�"
quirements of Section, 3 1 06.
Swmmxung pool enclosures and safety devices meet the requirements of $ection 3109
��
9. Fratection for pedestnans meets the requffements of Section J. Of.�%�-'
1 0. Existing structures meet the requirements of Chapter 34.�01J-'