HomeMy WebLinkAboutCHECKLIST - 05-00166 - Beehive Credit UnionPlan Checklist for the 2003 International Building Code
Name of Project: ��� %� J YE::� ��J � j (JNd 6�
1.
Classification asper Sections 3 a2.1 8� 3 � thru 312
2. Incidental use areas see Table 302.1.1 s,rxr10KI ovcs
3. Identifyif="ed occupancy exists. Yeses or No If no then skip #'. belowp
Accessory Space (10% or under) N -
Nonseparated Mimed Occupancy as per Section 302.3j
a/, -
Separated Mixed Occupancy as per Table 302.3.2 K.. Identify an pians Fi"re.Barrier malls and/or
ffon4'zontal Assemblies including the rating %K��
3. If Assembly'Occupancy exist, is it 750, sq. ft. or less as per Section 303.1 or fess than SQ occupants
as per Section 3 03. 1.1 �AIC'r4p
4. havered Malls, see Section 402. Atriums see Section 404. Underground Buildings see Section 4a5.
Motor Vebicle Occupancies, gee Section 4U6. 1-2 Occupancies see Section 407. I-3 occupancies
see Section X08. Motion Picture Projection Rooms see Section 409. Stages and Platforms see
section 410. Special Amusement buildings see Section 411. Aircraft Related Occupanties see
Section 412. Combustible Storage see Section 413. Hazardous Materials see Section 414. H-
Occiapancies
see Section 415. Application of Flammable Finishes see Section 416. Drying Rooms
see Section 417.. Orgam'c Coatings see Sectxan 418.1 M1,4
I ]b
2.
3.
4.
5.
6,
7.
Area., First FloorSecond Fl�ar .r
area meets requirements as perTable 503. (Basements need not be included as p
503.1.1) Yeses No )kv-450
Height meets requireme
Buildings an same Lot?
Regulated as Separatej
nts as per Table 503. Yeses Na
No N If no then skip #5 below.
or Regulated as one Buildm*g as per Section 503.1.3
Height modified as per Sect*
a-n 5Q4.
er Section
Yes Na If yes , s�rinklers are required.
Area moditied as 'Per Secti( n 506. Yes No d If yes use the area provided below to
calculate increase.
Total Area Allowed after Increase
Sa Zero Loi Line Bufldm'gs see 5
Buildm'gs see Section 507. P,
W
an 705.
Area Shown on Plans
For Mezzanines see Section 505. Unlimited Area.
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
� .
Ident'llythe Tvn. of Consiruction as per Section 6O2 Woo 04
2. Check a�%wab�e material for Type I and �I buildmgs a� per Section 603�����,�
3. Table 601 -identify Building Element Ratings 7�
4. Table 6Q2 -Identify the Fire, Resistance Ratings of Exterior Walls ;e
S. Check openings in Rwer�or Wa1ls for compliance with a. le 704-8.(Ifspr�.nklered, see Sectifln
704.8. 1 ) XL
6• Projections meet requirements of Section 7Q4.2 �
7. check far window vertical exposure from roof below as per Section 704. 1 D����
S. Check that Para -nets are not required as per Sect�Qn 744. 11 ��
9. Are FJ-rewalls used or required? Yep NO � If no, skip #10 below.
10. Check Firewalls four Struc a1 stpuity Fire Resistance Raking as per Table 705.4
made of Noncombustible. a� 1% ' ls+�ex�cept Type V�} Har�zantai Co��inuity Verticax
�Coniinuity Cane g;�` n erior Walls as per Sect'an 7x5,5.1 Extend to
Hoontal PrOJeetmgEZ r en r Section 705.5.2 OMpenings (no windows) as per
Section 7Q5.8 Ch c � e etrations meet requirements of Section 7X2 Ducts and
Air Transfer openings in F ewal1 meet requirements of Section 70511.
11. Are Fire Barriers used or required ? has required by table 302.3.2) Yes X No If no skip
# 12 below..
12. Check Fire Barriers for structural stabil. y as per Section 7E3G4. X Openings united to 25°/a
ofwal1. Maximum. opening size of 120 sq, ft. (unless spfinklered) Check that
Penetrations meed the requirements of Section ?I2. Ducts and Air Transfer Oper�it��s meet
the requirements of Section 7 and 716.
13. Are Shaft Enclosures used or required? 'des No Ifno theme slop #14 b
14. Shaft Enclosures meet the requirements of Section 7a7.funla.
15. A,re Fire Partitions used or required ? Yes Na If no then skip # 16 below.
I6. Check Fire Partitions for Structural Stability and Continuity as per Seclon1 hr708.4,, '1� Dwelling
units that are sprinkIered are allowed Y7- . se orations versus . � Check that
Penetrations meet the requirements of Se t 12. Ducts and Air Transfer Openings meet
the requirements of Section 712 and 716
17. Fire Rated CeifiM9 panels meed requirements as per Section 711.3. I
18. All Penetrations v�. Fire and meet the 'requirements of
Section 712ND74tP
d&
I9. Fire Resistive Joint SYstems meed the requirem.ents of Section 713,
14-
20. Doors and Shutters in Fire Resistive Assemblies meet the requirements of Table 715.x.
1�r`
21. Fire Doors are Self Closmg.�
22. Fire Windows or Gazing conform to Section 715.4 and Table 715.x.
-h'
23. Fire and Smoke Dampers conform with Section 716. /V fr.
24. Fire Blocking and Draft Stopping is provided as per Section 717 (Draft Stoppin is not
requ�ed at partition ��ne � dwelling u�nrts v�i�t�. combined space �f Iess than 3Qp0 Sq. Ft and not
required ff m sprinklered building with spri�lered concealed spaces)
25. Vali and Ceiling Finishes meet the requirements of Table 803.5 a.nd Section 803. 3�r
26. Floor Finish meets requirements of Section 804. 4`7
FIRE PROTECTION SYSTEM
1. Is a Fire Protection System required for this building iu ander to meed area., height etc. requirements?
des No If no skip #2 below..
2. Lisp the type of system that is required
NI'l
�
lip
J.
Other requirements requiring Fire Protection Systems (check if needed):
Group A (.As per SectiOn 903.2.1} ,
Group E (As per Section 903.2.2)
Group F - I (As per Section 9C13.2.3)
Group H AAs per Section 9D3.2.4)
Group I (As per Section 903.2.5).
Group M (Asper Section 903.2.6)
Group R (As per 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)-- Elf
--
Ducts conveying Hazardous Exhausts (Ac per Section 903.2.12. 1)
Commercial Cooking Operations (Asper Section 903.2.12.2)
As per Table 903.2. 13 -)4�
it Npruiklers needed as identified in #3 lisp hype of system required.
If Sprinklers, required by any of the above, Are Monitors and AIarms provided as
9 Q3.4? A ) n -,
3W-frIsm,
VA
8.
9.
Section 944
Are Fire
below.
per Section
Automatic Fire ExLMgUashing System zs identified, does I meet the requirements of
required as per Sections 90? or 908? Yes Na if no then
Do Alarms meet the requirements listed in Sections 9a7 or 9D$? r
Is smoke control required?(as per Sections 402,, X04, 4q5 or 410) Yes N o
Sections 9a9.
I U. H occupancies may require smoke and heat venin as per Sections 4
MEANS OF EGRESS
skip #8
If yes, see
15.6 and 4 10.1 /
1. MHUMUM height of 7as per Seetion 1003.2,
2. Any protrud"
ng objects meet the requirements of Section 1003.3.
�
3. The, occupant load shown on plans. ki ,-
4.
5.
The occupant load as per calculated by Table 1004.1 .2. ok
occupant load posted in. every assembly occupancy as ger S
- ectiQn I 004.-3
G. Egress width is identified on plans.
7. Egress width meets requirements as calculated per Table 1005.1 .
K. Multiple means of egress sizedso that the loss of any one means of egress shall not reduce the
avaiIable egress capacity to less than 50% of total required.
9_ Door encroachment does not reduce the required egress width to fess than 50°/a required.
10. Means of egress is illuminated as per Section 1006.
11. Illumination emergency power is, shown for means of egress as per Section 1006..`3.
12. An enclosed exit stairway is shawn.Yes � Na if na, slop #13, #14 arid #15 below. .�
i3. hnciosect stairway has an areaof refuge(as per Section 10t37.6) or is sprinklered.�
14. Area of refuge has 2 -way c�unicat�ons, instrt�c�ions a.�.d is identifed as per Sections
1007.6.4 and 1007.6.S.
1001-6.3,
15. Idear widths are a minimum of 3Z". Except as allowed by exception of Section 1008. 1.
16.. Dswing in the direction of travel where serv�.a.g SO or more persons car in �. H occupancy.
1 7. Specialty doors meet the requirements of 1008.1.3.
_
1 8. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.56, �'F
I9. Thresholds are iden ed as a maximum of !12."" high, dor serving doors and. 3/" for sliding doors as per
Section 1008.I.6.
20. Space between two doors �s fess than 48"(except R2&R3 non Type A units).
21. Locks. and latches meet requirements of 1008. 1. $. �C
22. Panic hardware �s shown at required locations (Section 1008.1.9)0 �
23. Does a stairway exist. Yes Na If moo, slop #24 thiru #28.
24. Stairway doors do not open over stair"
25 : Stairways are a mini�.um of 44" wide(except where occupant load is SO or less or as per Section
1049. 1). )(
26. Maximum riser is 7 inches and minimum tread irs 11 inches. /V
2,7. A landing is provided at the torp and. bottom of each stairway.
2$. Maximum vertical rise without a landing is 12'_x_
29, Handrails are identified that meed the requiirements of Section 1009.11.�
30.. Handrails return to wall, etc. or are continuous to nem stair handrails
3 1. Elevation change of over 1/20 is designed as a ramp as per Section 14 I 0
32. exit signs are identified when over Z doors are required for exiting. 4k'
33. Exit signs are spaced no more Than X00' apart orto the door. --
34.
420"' guardrails are shorn whenever a walkmg surface is over 30"' above grade._
35. Any roof mechanical equipment within 10" fram edge has a guardrail shown. )(,
36. Egress does not pass through. intervenm' spaces unless the space is accessory to the area served and
the intervening space is not hazardous.
37. If multiple tenant spaces exist, egress ftom any one does not pass through mother.
38. Length o£e resegress travel does not surpass requirements as per Section 1013.3.
�
39. Required egress al's1e adjacent to tables shall comply with Section 1013.4.2.
40. S -Paces with one means of egress meet the followm`g maximum occupancy loads,. -
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, I-1, I- 3, 1-4, & R - 10 UCC.
d. Occupancy S - 30 oce.
41.Where two or more exits are required, they are a of V2 the diagoml distance of the spare
served apart or where the space 'is served by an automatic sprinkler system, the distance is I/
42. If boiler or furnace room over 500 sq. ft. with btus over 400,,000,, two emits are provided.
43. Refirigerat"on ma�cbinery rooms and. refrigerated rooms over 1000 sq. ft. have two exits.
44. Stage means of egress comply with Section 1014.6,4iIIA-
45.
Exit Access trowel distance meets requirements of Table 1.0 15. 1. X'
46. Exterior emit balcomes constructed in accordance with Section 1015.1 have
distance. ;A
47, Corridors are rated as per Table 10 1 6. 1. All.
48. Corridor widihs meet requirements of Section 10 I 6.2-W
. A
49. Corridor dead ends are Tess tan 20' or 50' for spru�klered occupancies B and
50. Corridor not used as plenum unless in a tenant space of Less than 1000 s 1. ft.
S 1. The rninimum number of exits for occupant load meets the following. -
1 -500
requires 2 exits
501-1000 requires 3 exits
More than 1000 requires 4 exits
100' added to their travel
I
52. Build*ngs with one exit meet the requirements of Section and Table 10 1 8.2.
53. Intefior stairwells required as a means of egress meet the requirements of Section 1U19. )<"
54. Space under sta�rs is identified as 1-houar rated.
55. Exterior ramps or stairs are open on one side and have a minimum of 35 sq, ft, of openspace not fess
than 42'? above any floor level. AJIA
56. EVI_ferior ramps and stairways are pra ected from the inside of building as per lection I U22,L6.
57. Exterior balconies., staix-ways and ramps are over 10' from lob dines and other buildings an the, lot,
SR_ ,Egress courts �.eet the �equ�eme�.ts of Section 1023.5. ,�,�,�/:ft- i'
59_ Assembly occupancies meet the requirements of Section 102'4. ;
60. Window egress or better is provided in every seeping room and an
ACCESSIBLITY
y habitable basement. ill1q.
. An accessibly route connects all accessible buildings, accessible facilities,, accessible elements,
accessible spaces and the public right,of-way(except as excepted by Section 1104).
2. In addition to the required accessible entrances, 50% of allpublYc entrances are accessible.V
3. Accessible Parkm'9 is provided as per Table 1106. 1. K �
4. 10% of hospital ouf.patientparkingYs accessible and 20% of rehab or
5. Van spaces are provided.(one out of six and any portion�
6. Accessible parking i's Provided on shortest route from accessible parking to the accessible
buildffig entrance. X'
7. Croup I occupancies .meet accessibility requirements as set forth in Section 1107.5.
S. Group R- 1 occupancies meet the requirements of Section 11X7.6 and Table 1107.x. 1. 1./j ,�-.
0
9. where 4 or more apartment units, one bevel town. homes or candor are located in one structure,
all units are destgned7s Type B units as per 1CC/ANS.1 117.I unless on a upper level without
elevator service. �
10. Where more tI= 20"a'partment unit, one level town homes or rondos are locat d in a -nroiect_ 2%
110
12.
13.
14.
15.
16.
17.
18.
19.
20.
but not less than one are designed as Type A units as per ICC/ANSI 117.1
"eelchair spaces (and companion seat as,per Section 1108.2.5) are provi74?11-
ded �n Assembly
Occupancies as per Table I 10 8.2.2. 1..
Assistive listening system are provided in Assembly occupancies where audible
a'
communications are integral to the use of the s�ace.''��- �
.Any Assembly occupancy performance area has an accessible route s per Section 1108-2.8
Any dmmg area in an Assembly occupancy is ffilly accessible.
_44
Self service storage facilities shall provide accessible spaces as per Section 11, 08.3.�
Toilet and bathing facilities are accessibie(uniess in a private office)as per Section 1109.2. �
Unisex toilets and bathing room are supplied as per Section 1109-2. 1.
Where sinks are provided, 5%,, but not less than I is accessible. )C -P or
where a kitchen or kstcnenette 1s provided, it is accessible�unless in Type B dwelling), -I
Storage cabinets, lockers,, etc. one of each type is accessible as per Section 1109.,g. -
INTERIOR
ENVIROMENT AND ENERGY CONSERVATION
Attic vent lat�on exists that is 11150 of the floor spat
I9zn0/_ _r+LI_V .0 M
or 1134a with vapor barrier..
V1 L11G ULL1V YGllL11iiLlUIl 1s -i jj. aaove eaves.__�I,�- _-
Crawl space ventYlation complies with Section, 1203.3.
Natural ventilation (windows, doors:, louvers etc.) is a mmimum of 4% of floor space -.10
Interior spa e that do not have openings drect..I.'v to outside meet requirement of Section
1203-64.1 D
4
0
In
6
7.
8.
9.
10.
11.
12.
13.
14.
Bathrooms contammg bathtubs, shovers or spas are mechanically Denied.
Ndtural or Artificial light is provided that meets the requirements of Secfion 170-1 , Vic'
Courts shall meet the requirements of Section 1206.3,?
Dwell ffig s party walls and floors meet the requirements of Section 1207 1V11r-
A11 habitable rooms shall be a mrtr�imum of 7' ode, and a munirnum of 70 sq. ft4 xxx area
Dwelling units(except Section 1208.E efficient units) have one habitable roam of 120 sq. ft.4yj.,
Al.i ceilings are a nvnimum of 7'F" with no more than 1/_' at 7'0C_
".
Attics and crawl spaces have access vpeni'ngs as per Section 1209...v
An energy review has been submitted that meets the requzrements af the Intemational Energy
conservation code. X P � T
I - Exterior Wall Vapor retardex provided unless another approved means to avoid condensation and
leakage has been provided.__
2. Water resistant barrier shown on sheathing as per Section 1402.2.
3. Masonry veneer is flashed at bottom and has weep holes.'
4. Masonry veneer shall be mechanically attached as per Section 1405.5. �.
S. Stone Veneer is anchored as per Section 1405.6..
6. Sidm'gs shall be applied as per Section 1405. �IliA_
7. Fire separation distance for combustible veneers- (srding) meet that of Table 1406.2.1.2.
S. Balconies that protrude shad meet the requirement. of Table 601 for floors.
9. Metal Composite Materials(MCM) shall meet the requirements of Section 14x7.
10. Roof coverings meet the requirements of Table 1505. 1
. �
11 . Double underiayment is provided in asphalt roofs with rnunimum nope of 2:12 up to and includ�.n2 a
4
1 2 slope.
�,..
12. An ice dim membrane (one continuous sheet or two sheet cemented together) for I asphalt roofs �s
provided from the roof edge to 24" inside of the xn.si e of the exterior wall._�,��,
13. Drip edge metal is provided along all roof edge,
14. Metal roofs meet the requirements of Section 1507.4.�r�"`
15. Broofs meet the requirements of Section 1507. 1
16. Single Ply Plast 1"C Roofmg meet requirements of Section 3.5 07.12 and 15 07.
17. ASI other roofing types meet the requirements of Section 1507,
18. Buildings with goof drams have drains designed and sized as per UPC 1105.0. jvo�:�
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1. Structural Use Group has per Table 1.604.5
2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and dive
loads,glround snow toad, basic wind speed, wind exposure, seismic design category and site
class._
3. ASI pians except as described in #1 above shall include the following:
a. Floor live load including any reductions. '%
b. Roof live load as per Section 1607,11. �_
G. Roof Snow load,, including the flat roof gnaw Toad, the snow exposure factor, the snow
load importance factor and the thermal factor. j/,'
d. Wind design, data, including basic wind speed, wind importance factor with building
category, wind exposure, applicable internal pressure coefficient ani the design wind
pressure used for the desig
n of components and gadding._ ��
0
5.
iii
e. Earthquake design data including seismic importance factor, seismic use group, mapped
spectral response acceleratians, site class, spectral response coeffieien�s, seismic design
category, basic seismic -f ree-resiting systems, design base shear, seisrmc response
coefficients, response modification factors and the analysis procedure used.
Flood zone is ideniified(if in flood zone see Section 1603.301.6)—,L/—,%
.-
Design of Moor live loads in access of Sti lbs pier sq. ft, also identify haat signs must bye hosted as per
Section 1603.3. N��-
6. Structural design'calculations meet' the the requirements of chapter 16 have been provided.
7_ Architectural, mechanical and electrical components meet the seismic requi-rements of Section
1621. X ",
8. where special fabrication (usually steely is performed off sight, the fabricator has provided a
certificate of compliance as per Section I704.2.2. 14�
9. Special inspections are identified for weldmg./V�lc�,
10 Special inspections are identified for high strength bolting.
1 1. Special inspections are identified for concrete construction except as excluded by Section
1744.4.41�
1.2. Special inspection are identified for masonry as per Section 1704.5. PdW
13. Special inspections are identified for fills greater than 12"' deep where load is applied. A-0 02
14. Special inspections are identified for all pier and pile foundationsO 15. Special ins ectians are identified for �p sprayed an fire resistance applicatior�s.
16. Special inspections are identified dor smoke control systems.
17. Quality assurance plan for seism%c resistance is provided (except7for design light frame as per
chapter 23 0 5 or reinforced ma.sonry fess than 2 5 feed high} ,
18. Special inspections are provided. for seismic force resisting systems. t/
� 9. Structural abservations as per z3ecuon T 709 are Mentif ed for structures in Seismic Use Groups 11 or
Iff
20.. Truss Details provided or noted to be provided prior to frame inspection... Xk'
SOILS AND FOUNDATIONS
I .
Allowable soil foundation bearing pressure has per Table 1804.2). "m<
2. A soil invesfigation is required per the requirements of lection 1802, where questionable sons
such as fill materials, organic soi7s, clays or questionable rock Du- ata exist. Do any of These
eonditions exist.? "Yes No If yes, are the necessary soil reports provided? Yes No �
3. Grading is a ni-iniMum. of 2% for concrete or asphalt surfaces or 5% fa natural surfaces. K
4, Information provided as per Section 1803.5 for any structural fill. �
5. Foot"
ngs(except for T story category 1 bu*ldir� s no bigger than 44ft.) �q are below grade
for frost protection. ''��
6. Buildffigs on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3.
7. Top of foundation is a mixiimum of 12" above the adjacent street gutter (unless a drainage path VIA.&
identified. and approved by the bunamg official). )C
S. Foot*ngs designed so that 'the allowable bearing capacity of the soil is not exceeded. "
9. Foundation meets the requirements of Section 18.05.5 (including babies 18a5.5_).
10. Except for Group R and U occupancies of dight framed construction of seismic design D and less
than 3 stores in hieght, concrete is a minimum of 3000 p.s.'..
11. Ret aining walls are designed with a lateral siding and o�ertumung factor of safely of I.S. /.
12. Foundation dramaare system or wader -proofing �Se�t o� I $�7.3} is provided where water Viable
warrants. �-` r; t ---
I3. Damproofmg shown under nabs as per Section 1807.2.
�-_
17.
18.
Damproofmg shown dor foundation walls. �` ..
�Mumum of4" of g0 avel is shown under all slabs.
FoundaLlon dr � is installed (exceptAmwe
jL
18 0 7.4.3.
Piles meed requirements of Section 1808.,, I
Piers are a m�vmum of 2.' wide
CONCRETE and MASONRY
1.
2.
30
4.
5.
6.
7.6
1
roo
ll -drained gravel areas) as per Section 1807.4.2 and
809,19 1810 and 1811. IV/4.
nd meet requirements of 1808.2.2.3'. and 1812.
Construction documents show compressive strength of eancrete, strength or grade of reix�,fvrcement
d the sjze and location of reinforcement.
Structures assigned to Seismic Design. Category D coniaffi a statement identifying if slab -on -grade is
designed as a structural diaphragm. � �
Cancrute exposed to freezir�.g Breather has air entra�ment as per Tahoe 1904.2.1 and meets the
requIrements of Section. 1904.2.2 and Tables 1.911M.2.20)", and I 04-2.2(2'''l.�
MasolirY construction documents identltysize, grade, type and location of reinforcement anchors
and wall ties as per Section 2101.3,
Masonry fireplaces have minimum 12"' thick footings that are 6"' wider than masQnry,.:�',
Masonry fireplaces have seismic reinforcement and anchors as per Section 2111
. .%�.
Masonry fireplaces meet design requirements of Sectio -n 2111 ani Table 2111.1
. �V L.
Masonry chimneys shall meet requirements of Section 2113.
WOOD
1-1
24
3.
4-d
S.
614.
Truss drawings identify requirem.ents as per Section 23 03.4. I . �'`
Joist layout plans are provided., Engineered products have computer layout'.
Floor and roof sheathimg meets reqUir�ments of Sect�an 23 04.7.
Connections and fastening meet the areq�.irements of Table 23 a4.9. 1.
Fasteners in preservative treated wood are hot -dipped zinc caaied galvamzed steel, stainless steel_
s�.icon bronze ar capper. 'k
ter r . t r
woos 11rammg members above foundations are 8" (min.) above said. C
Diaphragms do not exceed the 4-1 rat *10 for all edges blocked and 3:1 for unblocked.
Shear wall aspect ratios meet the requirements of Table 2305.3-3. '
1
Shear waif design meets requirements of Section 23U5.3_
GLAZING
1.
2.
7
Glazing in pool, sauna., hat dub, steam room, bathtub or sh vv�er enciosur�s (unless over W" abovestanding surface) is safety glazing as per Section 2406..
A&k
Glazing 11 v��thxn 24" of door �unless over 6 a" above stafiding surface) is safety glazing as per Section
3.
Glazm'g greater than 9 sq. ft., bottom below- 18",, dap above 36"' an
safety glqzina n� nom,- �PP�-;�,,, �an9 11.'I
4.
5.
d 36'} from vvalk�ng surface is
_ __-_ _J
Gazing m guards and rails is safely glazing as per Section 2406.
Glazing next to stairways, lanffiqgs and ramps (unless over+6Q" above
glazing as per lection 2446. X ---
standing surfaced is safety
MISC.
I . Number of plumbing fixtures shall meet the requirements of Table 2902. Y .
2. Separate toilet facilities are provided for spaces with 16 or more employee, or combination of
employees and customers (except for mercantile occupancy with occupancy ofSd or less)..��"
3. Public toilet facilities are provided as per Section 2902.6. V
4. Elevators meet the requirements of Chapter 30, `�,;'
5. Pedestrian walk -ways meed the requirements of Secti on 3104.6
6. Awnings and canopies meet the requirements of Section 3 1 45.
4F
7. Marquees meet the requirements of Section 3106.
'�—
S. Swmwmg pool enclosures and safety devises meed the requirements of. Section 31.
9. Protection for pedestrians meets the requirements of Section 33 06.-- /t///4-
10. Existing structures meet the requirements of Chapter 34. /1Ik
09.41
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