HomeMy WebLinkAboutCHECKLIST - 07-00314 - BYUI Testing Center - RemodelName of Project:
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Plan Checklist for the 2003 International Building CAr-%de
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USE AND OCCUPANCY
dam(
� . Classification as per Sect -ions 302.1 & 3 03 thru 312
2. Incidental use areas see Table 3 02. 1. 1 _,�Xcor
3. Identifv if mixed occupancy exists. Yes Na If no then ski
Accessory Space (10% or under� p #3 below.,
Nonseparated Mixed Occupancy as per Section 302.3.1 d�
Separated Mixed Occupancy as per Table 302.3,2
Identify on plans Fire Barrier WallsHor2zontal Assemblies Including tie ratxng and/or
3. If Assembly Occupancy exists, Is it 75p sq. ft. or less as per Section 303,1 or less than 50
as peg lection 303.1.1�� occupants
4. Covered Malls, See Sect10n X02. Atriums see Section 404. Underground Buildings sMotor Vehicle �pccupanciessee Section 4D6. I-2 pccupancies see Section 4a7, 1-3 �c �e����� ���see Section 4aS. Motion picture Projection Rooms see Section 4�9. Sta es �1� Occupancies
section 410. Special Amusement Buildings see Section 411. Aircraft Related{�P�atf`�rms see
Section 4t2. Combustible S-�Qrage see Section 413. Hazardous MaterialOccu.p���ies see
see Seciian X15. Application of flammable Finishes see Section� �e���on 4�.4. 14-
Occupanciessee Section 417. Organic Coatings seg Section 411 $. 416. DRooms
HEIGHT AND AR -EA
I . area, First Floor
Z • Area meets requirements as p
3.
4.
5.
on
7.
Second.. Floor
, Th*I
rd Floor --
er Table 503. {Basements need not be incl
')U3.Yes No
Height meets requirements as per Table S 03. Yes� No
T1 ;IA
uded as per Section
�.1t 111gs on same l,ot-! Yes No If no then skip #5 below.
Regulated as Separate or Regulated as one Building as per Sect".on 503.1.3
Height modified as per S5[�4. Yes No � If yes , Sprinklers are re aired.
Area modified as per Section 546. Yes No r-Ifq
calculate inereas�.
yes use the area provided below to
Total Area Allowed after increase area Shown an Pians
$. Zero Lot Lyne Buildings see Section 7Q5. For Mczzanj
lies sed Sec 1011 5�5. �1�11�mi
Buildings see Section 507.
�-- ted rea
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
I -I.
2.
3 i
46
bi
60
11.
1.7.
18.E
19.
20.
21.
22.
23.
24.
25.
26.
Identify the Type of Construction as per Section 64Z if A
Check allowable material for Type I ana IZ buildings as per Section 6a3
Table 601 — Identify Building Element Ratings
Table 602 — Identify the Fire Resistance, Ratings of Exterior Walls
Check penin sin E�teriar Walls for compliance with Table 704-8-(If'sprinklered., see SectionX04.8.1 �
Projections meet requirements of Section 704.2
ww-
Check for window vertical exposure from roof below as per Section 7Q4. 10
MOMEW,
Check that Parapets are n0 required as per S e ction 704. 1 I wwft-
Are Firewalls used or required? Yep No t;000,* if no, skip #10 below.
Check Firerualls for Structural Stab2lity Fire Resistance Rating as per Table 705.4
Made of Noncombustible Mate ials(except Type V) Horizontal Continuity, .....................
Vertical
ConfinultY Connection to Exterior Walls as hex Section 705.5.1 Extend to
Horizontal Projecting Elements as per Section 705.5.2, openings ono windows)as er
Section 705.8 Check that Penetrations meed requirements of Section 712 p
Air Transfer Openingsin Firewall meet requirements of Section 705.11. ducts and
erre Fire Barriers used or required? has required by table 30Z.3.Z} Yes No �If no ski
#12 below. �
Check Fire Barriers for structural stability as per Section 7(]6.4. Openings limited to 25%of wall. MaXimum Osize of 120 sq. ft. (unless sprinlfxered) Cheek that
Penetrat"pening
xons r�neei the requirements of Sect -Ion 712. Ducts and Air Transfer Oeninspgmeet
the requirements of Section 712 and 716.
"PP,Are Shaft Enclosures used or required? Yes No If no then skip # 1. 4 below.
Shaft Enclosures meet the requirements of Section 707
Are Fire Partitions used or re 'P y es No—��If�no then skip # 16 below.
Check Fire Partitions for Structural Stability and Continuity as per Section 708-4. Dwellingunits that are sprlnklered ,are �.11ov�,ed %Zhr. se�parations versus 1 ;lir.Check that
Penetrations meet the requi�reme�ts of Section 712, Ducts a.�d A1r Transfer Open*in
gsrr��the requirements of Sectian ?12 and 716. et
Fire Rated ceiling Panels meet requirements as per Section 711.3.1.
All Penetrations in Fire Resistive Walls and Horizontal Assemblies meet the re uzrements of
Section 712, �� �
Fire Resistive .faint Systems meet the requirements of Section 713.
Doors and Shutters in Fire Resistive Assemblies meed the requirements of Table 725.3.
Flare Doors are Self Closing.
Fire windows or Glazing conform to Sect*an 715.4 and Table 715A,
Fiore and Smoke Dampers conform with Section 716.
Fixe Blocking and Draft Stopping is provided as per Section 717 (Draft Stopping is not
required at partition. line in dwelling units wife combined space of less than 3000 Sq. Ft and n
required if �n spnnk�ered building with sprinkle- conceaied spaces) o�
Wall and Cefli'ng Finishes meet the requirements of Table 803.E and Sect*on 80-3, 40'�
Floor Finish meets requirements of Section 844.
FIRE PROTECTION SYSTEM
I .
2.
3.
4.
5.
Is a Fire Protection System �equ�red f
or this building in order to meet area, height etc. requirements'?
Yes No— f no skip #2 below.Li ct tb a f f
�
�.7 F ooci
y � �,c.ttl �,�1L i,%3 reqillxeU cw.--
Other- requirements requiring Fire Protection System -,check i needer��
Uroup A (AS per Section 903.2.1)
Group E (As per Section 903.2.2)
Group.F- I (Asper Section 903.2.3)
croup H (Asper Section 903.2.4)
Group I (As per Section '903-2.45)
Group M (As per 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 AAs per Section X03.2. 1 a�
Ducts conveying Hazardous Exhausts AAs per Section 903.2-.12. 1 )
Commercial Cooking Operations AAs per Section 943.2.I2.2)_
.�� per i ame vu3.2. l�
If Sprinklers needed as identified in #3 list type of system required.
If Sprinklers required by ar�y of the above, Are Mo�xtars and Alarms provided as per lection
903 .x?
6. If an .Alternative Automatic Fire Extinguishin
Section 904?
g system is identzfied, does I meet the requirements of
7. Are Fire alarms required as per Sections 907 or 9{1S? Yestin�Ta xf no then skip
below.
8. Do Alarms meet the requirements listed in Sections 907 or 908?
9. Is smoke control requiared?(asper sections 402, 4Q4, 405 or 410) Yes Nt 0 � fyes, seg
Secixons 909.
10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410.
MEANS OF EGRESS
I - Mir,10MUM height of Tas per Section 1003.2.
2. Any Protruding objects meet the require eats of Section 1003.3.
/
3. The occupant load shower on plans.
4. The occupant load as per calculated by Table I 004.1.2.
5• occupant load posied in every assembly occupancy as per Section 1004.'3
.
6. Egress width is identified on plansi,—„�
7. Egress width meets requirements as calculated per Table 1005. 1.
8. Multiple means of egress sized so that the Ions of any one means of egress shall not reduce the
available egress capacity to fess than 50% of total required . *0�
9. Door encroachment docs not reduce the required egress w' th to less than 50% re
10. Means of egress is illuminated as per Section 1006. quired. ,o�
X I . Illumination emergency power is shown For means of e ss as per Section 1006.3.,
12. An. �nclflsed exit stairwayis shown. Yes No if no ski # 13
Enclosed stairway has an area of refuge(as per Section 1007.6).p � #�4 and #� 5 below.
Area of refuge has 2 -way communication.s, instructions and is id
entified as per Sections1 407.6.4 and 1007.6-56
1007.6.3,
.4
60
D
4067Door clear widths are a minimum off' 32". Except as allowed by e�cept�on of S1.1.ection 1008.
16. Doors swing In the direction of travel where serving SQ or moreanc ons a occupancy. persar xn H T
17. Specialty doors meet the requirements of 1008-1.3 . ���¢ . �
-18. A.11 egress doors have a landing on both sides as per Sections 1008-1.4 and 1008.1.5. ,e`�
1.9. ri hresholds are identified as a maximum of %2" high, for swing doors and 3/4" for sliding Section 1008.1-60 g doors as per
2d. Space between two doors is less than 48" except R -2&R3 non
.
Type A ��ri
is}Locks and meet requirements of 100$.1.$.100�
.
2 .Panic hardware is shown at required locations (Section 1008.1.9).
23. Does a stairway exist. Yes ,� NQ I ' �o, skip #Z4 thru #28.
24. Stairway doors do not open over stairs.
25. Stairways are a minimum of 44" wide{except where occupant
1009. 1}. � load is SO or less or as per Section
26. Maximum riser is 7 inches and minimum tread is I I inches.
27. A landing is provided at the top and bottom of each stairway. 28. Maximum vertical rise without a landing is 12'___e<
29. Handrails are identified that meed the requirements of Section 1009. 1 I . /000,op
30. Handrails return to wail, eta. or are continuous to next star handrails- /
3 1. elevation change of o��112Q is designed as a rami as per Sec,overon 10 10 '�
3Z• exit signs are identif ed when o�e� 2 doors are required for exiting.
33. Exit signs are spaced no more than 100' apart or to the door. �
3 4. 42" guardrails are shown whenever a walking surface is over 3D" above grade. yodr"
35. Any roof mechanical equipment within 10' from edge has a guardrail shown.
36. Egress does not pass through qF-WOMMIM,
intervening spaces unless the space is accessory to the area. served and
the XnterUen2�g space is not hazardous. „�
37. If multiple tenant spaces exist, egress from any one does not pass through another.
_Ox�
3 8. Length of common egress travel does not surpass requirements as per Section x. 0 13 .3. f
39. Required egress aisle adjacent to tables shall comply with Section 1013.4 e?._�
4Q. Spaces With one means of egress meet the following maximum occupancy loads- )3e�
a. occupancy A B.,E,F,M & U - 50 occ.
b. Occupancy H - I, 14-2, & H-3 - 3 ncc.
C. occupancy H-4., H,5� I-1� 1-30 Y-4. & R-
d. Occu.pancy S - 30 oec.
ZI I WT +
10 occ.
jo
,v� vl 1�Aurc exits are require(, they are a mXnimum of %the diagonal distance of the space
served apart o:r where the space is served by an automatic sprinkler system, the distance is42. If borle�' or rnnrt-rC ntT�r inn �.,� � ..,:��. ��___ ___ _ �,.,, ,.,,.. _
- - furnare ,,4, l�. ,�I4i1 ULu� over 4uuuut�, two exits are provided. -�43. Refrigeration machinery rogms end rcfri�erated rooms o�r�r � 4Q0 sq. ft. have tvvv exits.
TT. Sla.ve TY�et�YIC fll PffYPCC+ !�lltl'�t'�1vcr st r�__
--wil,11 ,7CLLIil11 l U 14.b. w�45. Exit Access tr�.vel distance meets requ2rements of Table 14 15. 146_ F;xterior exit balcnnies r.�ri�tt--tp� ;,, •��....,,.r�__
----1 .1 u.�,����cux�;c wl�n 3ec�iori 1 U i �.:i have 100-' added to their travel
Corridor U1%-1�3� ��l LU car Du�- ror sprinkiered occupancies B and F. ,�`50. Corin" r�nr nr7t r,v�,-i �n ,z1�,,,,,..,,......� _ _- --- -
47, Corridors are rated as per Table 1016.1.
�---�
48.. cor�r�dor widths meet �equiremenis of Sect ian 10 16.2.
49. flPari pn,ic, 7 A....
"a�,l�ll��l� u����ss in a tenant space Q�"fess than 100 sq. ft.51. The mYnirrium �aumber of exits for +occupant load meets the follo�vin�_inn r�,,,,,�.o� � �ti.:
501-1000 requires 3 exits
More than 1000 requires 4 exits
9.°
52• Buildings with one exit meet the requirements of Section and Table 10 1. 53. Interior stairwells required as a means of egress meet the requirements �f Section 1019,
54. Space under stars is identified as 1 -hour raked. �`�
55. Exterior ramps or stairs are open on one side and have a minimum of 35 sq. Ft. of a space
than 42" above any floor level. � open p � not less
56. Exterior ramps and stairways are protected from the inside of building asp ear Section 1422.G.
5 7. Exterior balconies, stairways and ramps are over 10 " from lot dines and other�--
58. Egress courts meet the requirements of Section 1X23.5. ----- bu���ing� on the fat,
wo-
59. Assembly occupancies meet the requirements of Section 1024.
60. Window egress or better i's provided in every sleeping room and any habitable basement. 61. Vestibule is provided asper Section 842.3.6 of the International Energv Consorva,timon n.,A�
ACCESSIBLITY
� • An accessible route connects a11Old*aceessxble bungs, accessible facilities, accessible elements
accessible spaces aril the Public right-of-vvay(except as excepted by Section 1104 ),
2• In addition to the rewired accessibl000�
e
�. parking
enn5� of a
ibXe.,/luic entrances are access 1s provided as per Table I106. I. .�
4. 10% of hospital out patient parking is accessible and 200Yoforehab or physical thea,pY
. Van spaces are provided.(one out of sig and any portion)--=
6. Accessible parking is provided on shortest route from accessible parking to the accessible
biallding entrance. --
7. Group I occupancies meet accessibility requirements as set forth in Section 1107.5
. =-
8. 'Group R- 1 occupancies meet the requirements of Section 1107.6 and Table 1107-6. 1.I.
9. Where 4 or more apa�m,ent unRaft-
its, one level town homes or condos are located in one structure
all units are designed as Type B unifts as per ICC/ANST 117.1 unless an a upper level withoutelevator service.
10. Where .more than 20 apartment unif, one level town homes or condos are located in ar
but not less than one are des igned as Type A units as per IC C/ANSr 117. 1.
�' o� eco, 2%
11. Wheelchair spaces (and companion seat as per Section 1108.2.5) arerovided inAssembly4ccupancles as per Table 1Z0$,2.2. � . .fp
12. Assistive listening systems are provided in Assembly occupancies where audible
cotximunxcations are integral to the use of the space.
13. Any Assembly- occupancy performance area has an accessible route asper 5ection 1108.2.8.
14• Any dining area In �n Assembly Qccupancy is fully accessible.
IS. Self service storage facilities shall provide accessible spaces as per Section 1 1p 8 .3.
16. Toilet and bathing facilities are acc;essible(unless in a private office)as per Section 1109-2.
17. Unisex toilets and bating rooms are supplied as per Section 1109.2. 1. .•-
I S. Where sinks are provided, 5%,, but not less Than 1 is accessible. eve-'
19. Where a kitchen or klatchene-fte is provic�e�i, itis aceessible(unless in Type F3, dwelling).2D. Storage cabinetslockers, etc. one of each type is accessible as per Section I1.09.8
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
i.
Attic ventilation exists that is 1/ 150 of the floor space or 113 0 with va or barrier. ----
2. 50% of the attic ventilation is 3 fit. above eaves; --�-- p
3. Drawl space ventilation complies with Section 12033. --
4. Natural ventilaiYon. (windows., doors, louvers etc.) is a ml mzn' um of 4% of floo space.
5• Interior spaces that do not have openings directly to outside meet requirements of Section
12 0 3.4, 1.
6. Bathrooms containing bathtubs, showers or spas are mechanically vented.
7. Natural or Artificial light is provided that meets the requirements of Section 1205. �..-
8. Courts shall meet the requirements of Section 1206.3. -m- .
9. Dwellings party walls and floors meet the requirements of Section 1207.
10. All habitable rooms shall be a minimum of 7wide, and a minimum of 70 sq. ft. in area. �-
11- Dwelling units(excepi Section 12Q8.4 efficient units) have one habitalb-%l oom. of 120 sq. ft.,
12. All ceilings axe a minimum of 7'6" with no more than 113 at 7-50". �
13. Attics and crawl spaces have access openings as per Section 12D9. M---
14. An energy review has, been submitted that meets the requirements of the International energy
conservation code.
EXTERIOR WALLS AND ROOF'S
1, Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and
leakage has been provided.
2. mater res"
stanfi barrier shown on sheath"ll'
ing as per chapter 14.
�-
�. Masonry veneer is flashed at bottom and has weep holes as per Sect*on 1405.3.2. "-
4. Masonry veneer shall be mechanically attached as per Section 1405.5.
S. Stone veneer is anchored as per Section 1405.6. -�---
6. S*d`zngs shall be applied as per Section 14D5. -•---
7. Fire separation distance for combustible veneers (siding) meet that of Table 14x6.2..1.2. -�
S. Balconies that protrude shall meed tie requirement of Table 6p1 for floors.
9, Metal Composite Materials
(MCM) shall meed the requirements of Section 1407.
10. Roof coverings meet the requirements of Table 1505.1.
11. Double underlayment is Provi
4:12 slopeam---
in asphalt roofs with minimum slope of 2.-12 up to and inc�ludi� a
12. An ice dam membrane (one continuous sheet or two sheet cemented together) for all as
provided from the roof cadge to 24" inside of the, inside of the exterior wall, �-
13. Drip edge metal �s provided along all roof edge. •�
14. Metal roofs meet the requirements of Section 1507.4.
15. Bunt --up roofs meet the requirements of Section 15 07. 1 a. --
16. Single Ply Plastic Roofing meet requirements of Section 1507. 12 and 15 07. 3. ..�.
17. All other roofing types meet the requirements of Section 1507
dp "~
18. Buildings with roof drains have dramas designed and sized as per UPC 1145.x. ---
STRUCTURAL DESIGN AND SPECIAL INSpEC
T ONS
1. Structural Use Group has per Table 16 04.5)
-,
14N2. Structural documents for light frame wood buildings as per chapter 23
leads, gro�ind snow load, bask wind speed,
class. �---
-
phalt roofs is
include floor roof ani. live
wind exposure,seismic design category and site
o-�69- A11 plans 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.
C. Roof Snow load, including the flat roof snow load, the snow exposure factor, the snow
load importance factor and the thermal fac.
I
19
Nk
6.
7.
NO
AON
d. Wind design data., including basic Wind speed, wind 'importance factor with building
fl -r%
category,. wind exposure, applicable internal pressure coefficient. and the desi indpressure used for the designgn W
of components and cladding.
importance e. Earthquake design data including seismic fseism,
ic use group, mapped
spectral response accelerations,
site class,, 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.
Flood zone isidentifed(if in flood zone see Section 1603. 1.6)
Design of floor dive loads in access of 50 lbs per sq, ft. also identify th�.t signs must be osted as er
Section 1603.3.pp
Structural design calculations meeting the requirements of chapter 16 have beenprovided.
Archl'tectuxal., mechanical and electrical comnonentq mept tl�im oia,r �,
16?1 )3jL1jU%1.1 lucimienients Or �ection
S. Where special -fabrication (usually steel) -is performed Off sight, the fabricator has ViPided a
certificate of compliance as per Section 1704.2.2. p
9. Special inspections areffi.identi ed for weldiang.
10. Special inspections are identified for high strength �
bolting.
I I -Special inspections are identified for concrete construction except as excluded by Section
17f14 4
12. Special inspection areIdentified for masonx as
P—�--
13. S�aecial inspections y er Sec ion 0 .5. are Identified for fills greater than 1 2" deep where a load is applimed. �"
14. Special inspections are identified for all pier andpike foundatioils6 d9MMMVMMM_P17
• 15. Special inspections are identified for sprayed on fire resistance applications, -00000"
�' 16. Special inspections are identi�ie,d for smoke control systems.
17. Quality assurance plan for se - sm 9 c resistance is ipi istance provided (except for design light frame aser
chapter 2308 or reinforced masonry less than 2feet high) p
1 0-1 8. Special inspections are provided for seismic force resisting systems
ismi
19. Structural observations as per Section 1 709 are
identiffi ed for struetu�resin Seismic Use Groups II or
20. Truss Details provided or noted to be provided prior io frame ins ectio n.
SOILS AND FOUNDATIONS
1. Allowable soil foundation bearing pressure has per Table 1804.2),
Z. A soil inves i gatii
t on is required per the requirements of Section 1802.2 wherequest-tonable soils
such as f ll materials, organic soils
.. clays or questionable rock strata exist. Ido any of these
conditions exist? Yes No if yes, are the necessary S01*1 re5%o
o
- _ 3a 'Grading isaI - As provided? Yes No
i a minimum of 2°/a for concrete or asphalt surfaces or for natural surfaces.
4. Information provided as per Sect -ion 1803.5 for an structural fill.
4� y
5. Footings (except for I story category I buildirl -s no bigger than 400 sq. fit.) are 36" below grade
0
for frost protection.--.
* v
6. Buildings on or adjacent to greater than 3/1 slopes meet requirements. of Section 1 80.5 3
7. Top of foundation is a minimum of 12" above the adjacent street utter (uniess a dr
id�entlfed and approved by the, bui�d�ng1"NI'No0 ainage path is
oiTicial),_
8. Footings designed so that the allowable bearing Capacity of the soil is not exceeded.
9. Foundation meets the requirements of Section 1 805.5 (including tables 1 805.5_),
P 1
1 0- Except for Group R and LT occupancies of light framed construction of se*srnidesi gnD and less
than 3 stories in hieght, concrete 6 10 W
is a minimum Of 3000 P.S.L.
1 1. Retaining walls are designedW with a lateral sliding and overtumingfactor of safety of 1.5.
0 k
L
ki
0
1Z. Foundation drainage system or water- roofing (Section 1807-3)is provided inhbswarrants.�
13. Damproofing shown under slabs as per Section 1807.2. 1.
146 Damproofing shown for foundation walls.
15. Mof 4" of gravel Xs shown under all slabs.
16. Foundation drain zs installed(except �n we�I,dr�.ined gravel areas} asper Section 1807.4.2 ISO?.4.3.____�
and
17, Piles meet requirements of Section 18Q8, 1509, 18 10 and 18 11.
18. Piers are a minimum of 2' wide and meet requirements of 1$U 8.2.23. ar�d 1812.
CONCRETE and MASONRY
1.
z.
3.
4.
5.
6.
7.
Construction documents show compressive strength of concrete, strength or grade of reinforcement
��1d thP C17P �nra _
�uk-.attun ul tcHilorcement.
StrUCtUres assigned to Seismic Design Cate
designed as a strt�ct�.�ral dia"t),firaorm
gory D contain a statement identifying If slab -on -grade is
Concrete exposed to freezing weather his air entrainment as per Table 1904.2.1 and meets the
requiremen�s �f Section 19Q4.2.2 and Tables 1904.2.2(-1) and 1904.2.2(2).
Masonry construction documents identify size, grade, hype and locution of reinforcement, anchors
and wall ti
es as per Section 2101-3.
Masonry firePlaces knave minimum 12"" h cfootings that are F wider than masonry.
Masonry fireplaces have seismic reinforcement and anchors as per Sect�on
Masonry fireplaces meet design requirements of Section 2111 and Table 2111. 1.
Masonry chimneys shall meet requirements of lection 2113,
WOOD
I - Truss drawings identify requirements as per Section Z343.4. 1.
2. Joist layout plans are provided. Engineered products have computer layout.
I Floor and roof sheathing meet
4. Connections and fasten's requirements of Section Z3Q4.7.
ng meet the requirements of Table 2304.9.1.
5. Fasteners in preseryative treated woad are hal-dipped zinc coated galvanized steel stainless �t
silicon bronze, or copper. � e���
6. Woad Framing members above foundations are 8"' (min.) above soil.
7• Diaphiagms do not exceed the 4:1 ratio for all edges blocked and 3:1 for unblocked.
8. Shear wall aspect rat
ic�s meei the xequzremenfs of Table 2305.3.3.
9• Shear walk design meets requirements of Section 23a5,3.
GLAZING
� . Glazing in pooh, sauna, hot tib, steam room, bathtub or shower enclosuresunless
standing surface} is safety glazngi
over 6 as per 24Q6. � o above
2. Glazing within 24" of door (unless over 64" above standing surface} is safetyglazing �e�k � ��r►� �ws �' �as per Sect-
2406.__eo0"on
3. Glazing greater than 9 sq. ft,, bottom below 18", tap above 3C11% and 36" from walking
safety glazing as peer Section 24p6. � surface is
4• Glazing in guards and rails is safely glazing as per Section 24x6.
5. Glazing next to stairways, landings. and ramps (unless over 60" above standIn surface is safety
glazing as pear Section 2406.�_ � � Y
- 1. Number of plumbing fixtures shall meet the IN2. Separate toilet fac�lit�esrequirements of Table Z�02.1.
are provided for spaces with 1 6 or more employees�
employees and customers (except for mercantile occupanc or combinationy with Occupancy of 50 or fess). &oo�
I Public toilet faciHities are provided as per Section 2902-6. 000'
4. Elevators meet the requirements of Chapter 3 0.
-�-
S Pedestrian walkways meet the requirements of Section, 31 04, �—
6. Awnings and canopies meet the requirements of Section 3105..
7. Marquees meet the requirements of Section 31 06. -ww-
8. Swimming pool enctosures and safety devices meet the requirements of Section 31 09,
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9. Protection --(-'or pedestrians meets the requirements of Section 330,6. -m-w-
10. Existing structures meet the requirements of Chapter 34. ow-