HomeMy WebLinkAboutPLAN CHECKLIST - 07-00139 - Baker Office BuildingPlan Checklist for the 2003 International Building Code
7
Name of Project:
USE AND OCCUPANCY
r
1. Classification as per Sections 302.1 & 303, thru 3 12
2. Incidental use areas see Table 3 02. 1 e0L11
3. Identify if mixed occupancy exists. Yes or NQ if no thea skip #3 below.
Accessory Space (10% der)�
Nonseparated Mixed cl4p cy as per Section 3f]2.3.1
Separated Mixed Oc c per Table 302.3.2 Identify on plans Fixe Barrier Wails and/or
Horizontal Assemb e c he rating
3. If Assembly Occ an e ' ts is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants
as per Section 3 .1.1
4. hovered Malls, see Section 442.A Tums see Section 404. Underground Buildings see Section 405.1
Motor Vehicle Occupanciesp e ion 406. 1-2 Occupancies see Section 447. I-3 Occupancies
see Section 40-8. Motion P� tt e ection Roams see Section 409. Stages and Platforms see
section 410. Special Am e t u Idings see Section 411. Aircraft Related occupancies see
Section 412. Combustimb e �o e Section 413. Hazardous Materials see Section 414, fl-
Occupancies
see Sectio 4 plication. of Flammable Finishes see Section 416. DRooms
see Section 417. Orga ic C ti gs see Section 418.
HEIGHT AND ARF -.,A
I . Area, First Floor le(eq ;? Z/V , Second Floor , Third Floor
2. Area meets requirements as per Table 503. (Basements need not be included as per Section
5 Q3. 1. 1 ) Yes No �
3. height meets requirements as per Table 503. Yes 1`3a
4. buildings on same Loth Y Na ^K' If no then skip 45 below.
5. Regulated as Separate Regulated as one Building as per Section 503.1.3,
6. Height modified asper lection 504. Yes No- �' If yes ,sprinklers are required.
7. Area modified as per Section 506. Yes No If yes use the area provided below to
calculate i crease.
O�
14- &-qAt
0C 71
8.
Total Area .Allowed alter Increase Area Shown on Plans
Zero Lot Line Buildings. see S
Buildings see Section 507.AZ
`'.on 7v5. Fvr Mezzanines see Section 545. Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
I .
2.
3.
Identif the Type of Construction asper Section GQ2
Y
Check allowable material for Type I and II buildino as per Section 603 411,A
Table 601 - Identify Building Element Ratings W��A-.,
4. Table b02 - Identify the Fire Resistance Ratings of Exterior Walls eIr
5. Cheek openings in Exterior Walls for compliance with Viable 744. .(eT��e�r�d, see Section7.
10.
704.8.1)�_
Projections meet requirements of Section 704.2At; �D
Check for window vertical exposure from roof below as per Section 704.10
check that Parapets are not required as per Section 704.11�1 �-
Are Firewalls used or r quired? Yes No X If no, skip #10 below.
Check Firewalls for, Stability- Firs desistance Rating as per Table 7x5.4
Made of i'sJ anca b. S "iMaterials(except Type V) Horizontal Continuity Vertical
Continult fe. n ec i to Exterior Walls as peg Section 705.5.1 Extend to
Horizontal Pr j x g e eats as per Section 705..5.2 Openings ono windows) as per
Section 705.1 h k that Penetrations meet requirements of Section 712 Ducts and
Air Transfe Opedin'
sin Firewall meet requirements of Section 705,11.
11. Are Fire Barriers used or required? (as required by tabic 302.3.2) des No If no skip
912 below.
12. Check Fire Barrx o tructural stability as per Section 7Q6.4. Openings limited to 25%
of wall. o ening size of 120 sq, ft. (unless sprinkXered) Check that
penetrations h uiarements of Section 712. Ducts and Air Tr
ansfer openings meet
13.
14.
15.
16-P
17.
18.
19.
20.
21.
22.
23.
24.
25.
26-D
tne requirennt��bt,dtion 712 and 716.
Are Shaft Enclosures used or required? Yes No
Shaft Enclosures meet the requirements of Section 707. 0j; 4
),
If no then skip # 14 below.
.E re rare Partitions used or required? des No-)<7If no thin slop # 16 below.
0 4F " 0
Check
dire Partitions ar �ructu�ral Stablity and Cot..ng
units that are sprinkle � allowed Y2b-r. separations versus I hr. Check that
Penetrations meed � I emends of Section 71 Ducts and Air Transfer Openings meet
the requirements f o 712 and 716. -el
Fire Rated Ceiling Panels meet requirements as per Section 711.3. 1 .
All Penetrations 'n Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 712.
Fire Resistive Joint Systems meed the requirements of Section 713.
Doors and Shutters in Fire Resistive Assemblies meet the requirements of Table 71.5-3. X4
Fire Doors are Self Closing
.,4 A,
Fire Windows or Glazing conform to Section 715.E and "able 715.4.44
Fire and Smoke Dampers conform with Section 716.
Fire Blocking and Draft Stopping is provided as per Section 717 (Draft. Stopping is not
required at partiation line in dwelling units with combined space of legis than 3000 Sq. Ft and not
IP
required if in sprinklered building with sprznklered concealed spaces)
Wall and Ceiling Finishes meet the requirements f Table 803.5 and Section 80,3.-X-
Floor
Finish. mets requirements of Section 804.
o'
FIRE PROTECTION SYSTEM
1. Is a Fire Protection System required for this building in order to meet area, height etc. requxarements?
2.
3.
4.
YesIia If no slip 42 below.
List the type of system that is required
other requirements requiring Fire Protection Systems (check if needed):
Group A {As per Section 903.2. 1 }
Group E (As per Section 903.2. }
Group F- 1 (Asper Section 9[}3 }
Group H AAs per Section 9Q3.
Group I AAs per Section 903,
Group M (As per Section.Group R {As per Section CYroup S-1 AAs per Sectia
Group S-2 (As per Sectio
.9)
'F
A11 Buildings except R-3 and [J (As per Section 9Q3.2. 1 0)
Duets conveying Hazardous Exhausts (As per Section 903.2.12. 1)
Commercial hooking Operions (As per Section 903.2.12.2)�
Asper Table 903.2.13 N V -
It
Sprinklers needed as identified in #3 list type of system required.
5. If Sprink s required by any of the above, Are Monitors and Alarms provided as per Section
9x3.4? �-
6. IfanAlternative utomatic Fire Extinguzshin
Section 904 ?
7. Are Fire Alarms required as per Sections 907
below.
g System is identified, does I meet the requirements of
or 908? Yes if no then skip 48
8. Do Alarms meet the requirements listed in Sections 907 or 908?
9.
Is smoke con
Sections 909
required?has per Sections 402, 404, 40
5 or 410) Yes.
No ` IF yes, see
10. H Occupanc'5 ies may require smoke and heat vents as per Sections 415.6 and 410
MEANS OF EGRESS
1. Minimum height of Tas per Section 1003.2.
.2. Any protruding objects meet the requirements of Section 1003.3.�
3. The occupant load shown on plans./VP
4. The occupant load as per calculated by Table 1004.1.2.
�
S. occupant load posted. in every assembly occupancy as per Section 1004.3....�
6. Egress width is identified on plans.
7. El gress width meets requirements as calculated per Table 1005. 1.
8. Multiple means of egress sized so that the Toss of any one means of 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 to less than 50°/a required.
10. Means of egress is illuminated as per Section 1 ��6. �G'
I I - illumination emergency power is shown for means of egress as per Section 1006.3. 'SQ
12. An enclosed exit stairway is shown. Yes No if no, ski. 3, # 14 and # 15 below.
13. Enclosed stairway has an area of refuge{as per Section 1007.6
�.
14. Area of refuge has 2 -way ommunications, instruct* and is identified as per Sections 10�07.6.3
,
1x47.6.4 and 1(}U7.6.5.
W
1 5. Door clear Widths are a minimum of 32". Except as allowed by exception of Section 1448.1. I . �'
I r-11 Ti.12, -14, +-L 'A a
1 �• .�..��1� a.�lll� �!1 �1�� lull oitiravei wner serving )U or more persons or in a H occupancy. X
17.. Specialty doors meet the requirements of 1Q08.1.3._
18. All egress doors have a on landing bosh lk%--,?sides as peer Sections 1 008.1.4 and 1 008.1.5.
19. Thresholds are identified as a maximum of V2" -or swing doors and for shd*nPFc
V me%" lOD8.1.6. high, f , %Pt%f11 1
V
Z0, Space between two doors is less than 48"except RZ&R3 non Type A units)
. �
2 1 .. Locks and latches meet requirements of 1 008.1. 8. X '��
d...
22. Panic hardware is shown at require., locations (Section I 0o8.1.9).�'
23. Does a staff aylcxi t. Yes
Nu�,� no-
s Ip #24 thru #28.
24. stairway d ors do ot en over stairs.
25. Siairways e m i of 44" wide except where Occupant load is 50 or less or as per Section1009.1).
26. N1ax.imu is ri 7 c and minimum tread is I I inches.
27. A Iandi i ro id t the top and bottom of each stairway.
28. Maxim m rti al�vi�hout
, ise a landing is 12'.
29. Handrails are i ni-ified that meet the requirements of Section 1009. 11
30. Handrails return to wall, etc. or are continuous 0 �andrails��40- X s air
31. Echange of over 1/20 is designed as a ramp as per Section 1 0 1032.Exit s 0-P
signs are identified when over 2 doors are required for exiting. -
3 3. Exit signs are spaced no more than 100' apart or to the door., �'
34.42'' guardrails are shown whenever a walking surface is over 30" above grade..
3 5. Any roof mechanical equipment within 1 0' from edge has a guardrail shown. ;��?
36. Egress does not pass through intervening spaces unless the space is accessory to
the area ser-ved and
the intervening space is not hazardous, Iv,
37. If multiple tenant spaces exist, egress from any one does not pass through another. 1<9
38. Length of common -44 --
egress travel does not surpass requirements asper Section 10 1 3 .3.2C__
3 9. Required egress aisle adjacent to tables shall com 1 0
40. p y with Section 1413.4.x. ,*
Spaces with one means of egress meet the following maximum occupancy loads: -lev
a. Occupancy A,B,E,F,M & U Sa occ.
b. Occupancy H-1, H-2, & H-3 3 occ.
C. Occupancy H-4, H-5.) 1-1.5 I-3, 1-4, & R 10 occ.
d. Occupancy S - 30 occ.
4 1 . 'Where two or more exits are required,,, they are a minimum of V2 the diagonal distance of the space
served apart or where the space is served by an automatic sprinkler system, the distance is 1/3. AK
42. If boiler or furnace rooms over 500 sq. ft. with btus over 400two exits are provided.
A/;Q
43. Refrigeration machinery rooms and refrigerated rooms ver 1 000 sq, ft. have two exits
44. Stage means of egress comply omply with Seciion 1014-61
1 ��1
45. Exit Access travel distance meets requirements of Table 1 0 15. I. -N"
46- ]Exterior exit
alconies constructed inaccordancei
with S C
distance., on 10 15.3 have 1 4]0' added to their travel
47. Corridors are rated as per Table 1 0 16.1. AWdD
48. Corridor Widths meet requ-
irements of Section 10I6.2. \X
49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies $and F.
50. Corridor not used as plenum unless in a tenant space of less than 1 000 sq. ftir
51. The minimum number of exits for occupant load meets the following, -__X
1-500 requires 2 exits
5 Q 1 - 1 000 requires 3 exits
More than 1 000 requires 4 exits
52. Buildings with one exit meet the reauirements of qPo.t;�,�, �r�a m1,]a , n, o �
i ------------ .rte. vvv4JV1A cuxti► x uUll, t V 1 fl.L,iff
.r
53. Interior stairv�rells required as a means of egress m�e the requirements of S ecti+�n 10 19. /v�
54. Space under stairs is identified as i -hour ratedA 1A,
55. Exterior ramps or stairs are open ono e side and have a minimum of 35
than 42" above any floor level.
S6. Exterior rA1'71Y1C nnri ei-�ai
sq. ft. of open space nog less
��_ _�...��,�, �11� ,,��,1�M� ��yQle ptmectect rrom the inside of buildinonp, nP,- c%Pr%+;n,-, i rni ic
a � . r,xierior paiconies stab r �."• ,)ld
ways and ramps are over 14' franc 1 t lines and other buildings on the lot,,
58. Egress courts,meet the requirements of Section 1Q23.5. 1W�/,�.�
59. Assembly occupancies meed the requirements of Section 102.4.fid. U[Tindvw e cess �r better -L'�R
g �s ded rn +�vexy sleeping room and any habitable basement.� 61. Vestibule is provided as per Section 802.3.6 of the International. Energy Conservation CoJe..
ACCESSIBLFI'Y
� • An accessible route connects all accessible buildings, accessible facilities, accessible elements,,
accessible spaces and the public right- of-vvay(except as excepted by Section 1104). ents,2. In addition to the required accessible entrance, 50°/a of al1public entrant �� �� 3'1
����
3�. Accessible parking is provided as per Table 1106. 1. es ars accessible,
4. 10% of hospital out patient parking is accessible and 20% of rehab orp�. sica�
5 • Van spaces are provided.(one out of six and any portion) ]� Y therapy -J—,L
�.
6. Accessible parking is ravided on shortest route from accessible park'
building entrance. � n to the accessible
7. Group loccup
ancie s meet accessibility requirements as set forth in Section 1 10 7.5
8 • Group R- i occupancies meet the requirements � riffs of Section 1107.6 and Table I 107.6. 1. 1
9• Where 4 or more apartment uniis, one level town homes or condos are located in one structure
all units are designed as Type B units as per 1CC/ANS1 117.1 unless on a upper level without
��
elevator service. ,�%h �
10. Where more thanUZ apartment unit, one level town homes or condos are located ' n a r
but not less than one are de
signed as Type A. units as per ICCIANSI 117.1. � °-��c�a 2%
11. VVheelehair spaces (and companion seat as er Section 11D8.2.5) are provided in Assembly�ccupancles as peg Fable I 1X8.2.2. 1.
12. AfimsteninR systems are provided in Assembly oc upancies where audible
communications are integrai to the use of the space. ,/�
1341
Any Assemblyoccu anc occupancy performance area has an accessible route as per Section 1108.2.8.
14. Any dining area in an Assembly Occupancy is fury accessible.
15. Self service storage facilities shall provide accessible spaces asper�__
16. Tailet andfacilities1� Section I 108-3.�
bathing are accessible(unless in a private office)as per 'ection I 1 09.2/r
17. Unisex toilets and bathing rooms are suppled as per Section 1109.2.. 1.
18. Where sinks are provided.'5%, , but not less than 1 is accessible. A'
19. Where a kitchen or k7t�h���tt� is prav�dec�, it is a�;cessiUle(unless in Type ]3 dwelling). fP�
20. 5iarage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8.
INTERIOR ENVIROMENT AND ENERGYDNSERVATION
x • At -tic ventilation exists that is I1150 of the floors ac or 1/300
2. 5�°�0 of the at��c ventilation is 3 ft. above e�. p wit vapor banier.�
.yes.
3 • Crawl space ventilation complies with Section 1203.3-
4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor sP ace.
5•
Interior sp ces that do not have openings directly to outside meet requirements of Section
1203.4.1.)r7
6. Bathrooms containing bathtubs, showers 0 spas are mechanically
T Natural or Artificial light is Provided that vented. -,.6
meets the requirements of Section 1 205. k
8.
9W Courts shall meet the requirements of Section 1206.3.
Dweilxngs Party walls and floors meet the requirements of Section 1 207. A114
1 0. All habitable roaM's shall be a minimum of 7' wide, and aminimum of 70 sq. ft. in area. I-^
1 1 . Dweffing units except Section 1 208.4 efficient units) haveaW one habitable room of 120 sq.. ft.,
1 2. All ceilings are a minimum of 7' 6" with no more than 1 /3 at 7' 0".
13. Attics and crawl spaces have acce &
ss openings as per Section 1209.
14.
An energy review has been submitted that meets, the requirements of the InternationaZ Energy
conservation code.
EXTERIOR WALLS AND ROOFS
L
20
I
4.
5.
6.
7.
81
Exterior, Wall Vapor retarder provided unless another appro dS o avoid condensation
leakage has been provide f �� 160 .ensation and
Water resistant barrier shown on sheathing as per Chapter 14. ��
Masonry veneer is
flashed at bottom and has weep holes as per Section 14 5.3.2.E
Masonry veneer shall be mechanically attached as P r Section 14Q5.5.
�'I lam,
Stone Veneer 'is anchored as per Section 1405.6. /2
Sidings shall be applied as per Section 05.
_�
Fire separation distance for combustible veneers(siding) meet that of Table, 1 4 6.2.1.x.
Balconies thatprotrude shall meet the requirement of Table Ati i for floors.
9. Metal Composite Materials(MCM} shall meet the requirements of Section 14007.
1 0. Roof coverings meet the requirements of Table 15(�5.1.�- /��I�
ip
11. Double underIgment is provided in asphaltroofs with Minimum slope of 2:12 up to and includina
4:12 slope, g
12. An ice dam membrane (one continuous sheet or two sheet cemented )
together %
t all asphalt roofs is
provided from the roof edge to 24" inside of the Ansie of the exterior wall,
13 . Drip edge metal is provided along all roof edge. A
1 4. Metal roofs meet the requirements of Section 1507.D 4
15. Built-up roofs meet the requirements of Section 1 507. 1 O.��
16. Single Ply Plastic Roofing meet requirements of Section 1 507. 1 2 and 1507.13.AW-kV
17. All other roofing types meet the requirements of Section 1 507.
1 8. Buildings with roof drains have drains designed and sized as per UPC -1 105.0. 47 OoW
STRUCTURAL DESIGN AND SFECIA,L INSPECTION5
1. Stnictural Use Group has per Table 1604.5)
Z. Structural documents for light game wood buildings as per chapter 23 include floor roof and llveInneiv load.,
grandW.1"W basic wind spew,
3.
ciass.-&f��
A I
wind exposure, Seismic design category and site
i pians except as described in #1 above shall inri,1lP
a.
ba
C.
follywing:
r wor ilve toaci inciuc[ing any reductions.
Roof live load as per Section 1607.11. %�
Roof Snow Ioac1, including the flat roofsnow load thesnow exposure factar the snowload importance factor and the thermal fac or.
d* Wind design data-, including basic wind speed, wind importance factor with building
category, wind exposure,I
applacable internal pressure coeffici, nt and the design wind
pressure used for the design Of components and cladding. 4?7
e. Earthquake deszgnAIng. 40M data including seismic importance factor, se-
sPectral response accelerations, ismic use group, maed
ions, site class,, spectral response coefficients, seismic deppgn
category, basic Sol SMIC-force-resistin systems, 9 y S., design base shear, seismic response
coefficients, response modification factors and the analysis procedure used.�� f�"`G
4. Flood zone is identifed(if In flood zone see Section 1603.1.6)_A,�eV
5. Design of���v.1 C%I'
floor loads in access of 50 lbs per sq. ft. also identity that signs must be posted as per
Section 16D3.3�i�%-
6. Structural design calculations meeting the requirements of chapter 1 6 have been provided.
7. Archlte5turmechanical and electrical com onents eethe1621 V�`� seismic requirements of Section
S. Where special fabrication (usually steel) is performed ff sight, the fabricator haspravided
certificate of compliance as per Section 1704.2.2. identified 9. Special inspections are for welding.
10. Special inspections are identified for high strength bolting,1. "/
Special insv%-fmctions are identified far concrete construction exce t as excluded by Section
P
1 704.4
12. Special inspection are identified for masonry as ex Section1744.5.P
13. Special 'inspections are identified for fills greater than 12" deep where load is applied.
14. Special ins ect'
P ions are identified for all pier and pile foundations.,
15. Special inspections are identified far sprayed on fire resistance a. plications.
1 6. Special inspections are identifiedk for smoke control system�y
17. Quality assurance plan for seismic resistance is provided (except for design 1ight frame as per
chapter 2308 or reinforced masonry less khan y 25 feet high)
18. Special Ct I —Ainspe ions are provided for seism'e force resisting systems.A
19. Struetur I observations as per Section 1709 are identified fair structures in Seismic Use �rvu s or
IIZ.� P
20. Truss Dei
a1ls provided or noted to be provided prior to frame'inspection.
�3
SOILS AND FOUNDATIONS
2.
3.
46
5-
6M
711
0
9-V
10.
11.
Allowable soil foundation bearing pressure has per Table 1 804.2).
A soil investi a won is required per the -requirements of Section 1 8. 2.2 where questionable soils
such as fill, Is, organic soils, clays or questionable rock strata exist. Do any of these
Conditimo. X es No.— If yes, are the necessary sol"I reports provided? Yes No—
Grading s a minimum of 2% for concrete or asphalt surfaces or 5°/a for natural surfaces.
Information provided as per Section J 8Q3.5 for any structural fill... /t//A-`..- --Y--
Footings (except for 1st ry category I buildings no bigger than 4-00'--s--$q. ft.) are 36" below grade,
i
for frost protection.4i /1
Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805 -3. -
Top of foundation is a minimum o 12"bth fV adjacent acent street gutter (unless a drainage path is
identified and approved by the building olliciai),, 7�
�'ootings deligned so that the allowable bearing capacity of the soil
C..;
is not exceeded...
Foundation meets the requirements of Section 1805.5 (including tables 1 805.5) -
Except for Group R and U occupancies of light framed construct' f 10
ion o seismic design D and less
than 3 stories in hieght, concrete is a minimum of 3000 P.S.L.
Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5.4
12.
13.
14.
15.
16.
Foundation
warrants. A
inage system or water -proofing {Section 1$D7.3} is pravi
Damproofing shown under slabs as per Section
Damproofing shown for foundation wails.
8 07.2. 1.1i%�
Minimum of 4" of gravel is shown under a abs.
0
Foundation rain is in_vtq11Pd t�v�.a„f------ - ,
ded where water table
-- �l� wclt-u�-�.Znea grave! areas) as per Section 1807-4.2 and
18 0 7.4-3.11////L
17. Piles meet requirements of Section 18 0 8, 18 09, 18 10 and 18 11. .0/
18. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812
/OL
CONCRETE and MASONRY
1. Construction documents show �ornpressive stre gth of concrete, strength or grade of reinforcement
and the s0zze and location of reinforcement.
2. Structures assigned to Seismic Design Cgtegory D contain a statement zdentifying if slab -on -rade is
designed as a structural diaphragm.
3. Concrete exposed to freezing weather has air entrainment as per Table 19U4.2.1 and meets the
requirements of Section 1904.2.2 and Tables 1904.2.2(l) and 19Q4.2.,2(2). �
4. Masonry construction documents identify size, grade, type aid location of reinforcement, anchors
wall ties as per Section 2101.3. '
5. Masonry fireplaces have minimum 12" tfootmgs that ars 6" voider than :masonry.
G. Masonry fireplaces hav s i mxc reinforcement and anchors as per Section 2111.
7. Masonry fireplaj%_1 t ign -requirements of S ection 2111 and Table 2111. 1.
S. Masonry chi s a t requirements of Section 2113.
1. Truss drawings identify requirement as per Section 23 x3.4. 1.
2. Joist layout plans are provided.M
ngineered products have co puffer layout.
3. Floor and roof sheathin meets r ��"
g requirements of Section 2304.7.
4. Connections and fasten"imeet �et the requirements of Table 23Q4.9. 1.
5. Fasteners.*n preservative treated wood are hot -dipped zinc coated galvanized steel, stainless steel
silicon bronze or copper.
..X-
6. mood framing members above foundations are g" (min.) above so�l.,,y
7. Diaphragms da not exceed the 4:1 ratio for all edges blocked and 3:1 for unblocked.
8. Shear wall aspect ratios meet the requirements q encs of Table 2305 3.3.�1/�
9• Shear wall design meets requirements of Section 2305.30�
GLAZING
t . Glazing in pool, sauna, hod tub., steam roomE, bathtub
2.
3.
4.
5.
standing surface} is safety glazing as per Sect-loon
Glazing n 24" of door (unless over 60"
2406. ..
240
or sho ..closures (unless over gypW'n above
6.
above sending surface) is safely glazing as per Section
Glazing greater than 9 sq. ft.-., bottom below 18"$., top above 36"
safely glazing as per Section 2406.
Glazing in guards and rails is safety glazing as per Section 24{}
Glazing next to stairways, hand` �s and ramps (unless over ba"
,glazing as per Section 240611
' and 36" from walking surface is
6.-
' above standiang surfaced is safety
I W
I IP
2-0
30
4-A
50
I;
70
1613
9%
&Z
Wi6_16.
Number of plumbing fixtures shallmeet th.erequirements of Table 2902.1.
Separate to�iet facilities are provided for spaces with 16 or more employees, or combination of
provided employees and customers (except for mercantile occup CYwith occupancy of 50 or less).Public toilet facilities are -- a.
per Section 2902.6.
j�
Elevators meet the requirements of Chapter 3Ci.-L..
Pedestrian walkways meet the requirements Of Sectior13I04,,,40F Alrtlev7
A a
[tie requirements OSectio 31 05._)C__
Marquees meet the requirements Of Section31 �
Swimming pool enclosures and safety devices meet the requirements of Section 3 10
Protection fox pedestrians
meets the requirements of Section 3306. ft -100
1 0. Existing structures meet the, requirements of Chapter 34.