HomeMy WebLinkAboutCHECKLIST - 07-00406 - Gymnastics Center - New BuildingW.
Plan Checklist for the 2003 International Building Code
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Name of Project: � y%nA/d��GG �/✓
USE AND OCCUPANCY
1. Classification as per Sections 302.1 & 3 03 thru 3 i 2
2. Incidental use ares see 'table 342.1.1 )<
3. Identify if mixed occupancy exists. Yes X or No If no then skip #3 below.
Accessory Sparc (10% or under) VIE$
Nonseperated Mired Occupancy as per Section 302-3.1�,��.
Separated Mixed Occupancy as per Table 302.3. � Identify on plans Fere Battler
Horizontal assemblies including the rating
4.
Walls and/or
If Assembly Occupancy exists, is it 750 sq. f�.or less as per lection 303.1 or less than 50 occupants
as per Section 303.1.1�%
Covered Malls, see Section 402. Atriums see Section 404. Underground Buildings see Section 405.
Motor Vehicle occupancies, see
Section 406. Y-2 Occupancies
see Section 4Q7.
1-3 occupancies
see Section 408. Moti-on .Picture
Prosection Rooms see Section
4a9. Stades and
Platforms
see
section 410. Special Amusement Buildings see Section 411. Aircraft Related Occupancies see
Section 412. Combustible Storage see Section 413. Hazardous Materials see Section 414. H-
Occupancies
see Section 4I5. Application of Flammab�e Finishes see Section 416. Drying Rooms-.
,a j
see Section 417. Organic Coatings see Section 418
m4m,mal, WA,0 I M, LN 11 'Li
1.
3.
Area, First Floor- 11 %0 Second Floor 741(e741(e �Third Floor
Area meets requiments as per Table 503. (Basements need not be included as per Section
503.1.1) Yes NoX
Height meets arequirem.ents as per
Table 503. Yes No
buildings on same Lot?' Yes No- If no then ship #5 below. ,}
5. Regulated as Separafia� or Regulated as one
6. Height modified as per Secti"on 504. Yes r
7. Area modif ed as per Section X06.
calculate increase.
Building as per Section 503.1.3N-&7
r o If yes , sprinklers are required. j ft)JIE
Yes -,91wn - No If yes use the area provided below to
Total Area Allowed after Increase- Area Shown on Pians
�. Zero Lot Line Buildings see S ion 705.
Buildings see Section 507.
K R Y7
70
dor Mezzanines see Section 505. Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
I .
z.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
Identify the Type, of Construction as per SectSection6v/.
-7- -z,
A1Ccx ai�ow�ele material far Type, I and 1I buildin as per�Section 603
Table 601 - Identify Building Element datings ell&
Table 602 - Identify the Fire Resistance Ratings of xterior Walls�
Check Openi gs in IR, xteriox Walls for compliance with Table 704.8 -Of sprinklered, see Section
704.a.1)
Projections meet requirements of Section 704.2�
Check for window vertical exposure from roof below as per Section 704. 10
Check that Parapets are not required as per Section 704.11
Are Firewalls us dor required? des Na_ If no, skip # 10 below.
Cheek Fire;Nal f r Structural Stability Fire Resistance Rating as per Table 705.4
Made of Vbn o b title Materials (except Type V) Horizontal continuity Vertical
Continu*, nnectior� to Exterior Walls as per Section 705.5.1 Extend to
Horizo t r e .' on
as per Section 7D5.5-2 Openings ono windows) as per
Sectio.. 7 Check that Penetrations meet requirements of Section 712
Dand
IP
Airan er enings in Firewall meed requirements of Section 705.11 ,
Are Fire Barrier,used or required? (as required by table 302.3.x) Yes No If no skip
#12 below. �
Check Fire B for struciuralstability as per .Section 706.4.
Openings fimited to 25°/a
of walk, opening size of 120 sq. ft. (unless sprinklered) Check that
� e requirements of Section 7�2, Ducts and Air Transfer openi
Penetrangs meet
-the are i s f Section 712 and 716.
Are S aft En osures used or required? Yes No � f no then skip # 14 below.
Shaft Enclosure meet the requirements of Section 7d?.
Are Fire P artiti�T]� 1]RPd llt'rPry»iraA`7 -Vpn V
16. Check Fire
units that a
17.
18.
19.
20.
2 1.
22.
23.
24.
.R.
-6
IN U Ir nothen skip # 1 b beiaw.
s for Structural Stability and Continuity as per Section 708.4. Dwellingeyed are allowed %2 hr. separations versus Z hrCheck tha
Penetrate rfl�r
e requirements of Section 7I2. Ducts and Air Transfer openings meet
the x�q �'e SeGtoan 7 x 2 and 7 10.
Fire Rated Ceiling Panels meet requirements as per Section 711.3. L
All Penetrations ' Fire Resistive Falls and �or�zontal Assemblies meet the requirements of
-ZV/A
Section 712.
Fire Resistive Jo2nt Systems meed the requirements of Section 713. /
Doors and Shutters in Fire Res�i�+tlve Assemblies meet the requirements of Table 715.3/
Fire Windows or Glazzng conform to Seetion 715.4 and able ?15.4.
Fire and Smoke Dampers conform wit�l Section 7X6.
Fire Blockzn� and Stonninn ;Q �„-.,�T:,aaa_y� _ ._
�. Dra-ft ��.� N�� V I,�Gu �.b �,�i 3Cc«on � � ���(LJrait Stopping is not
xequired at partition line in dwell0 E 7ng units with combined space of fess than 3�DC� Sq. Ft and nvi
�...11�11 JL11 Gi Cu vunaing witty sprxnklered concealed spaces)
25. Wall and Ceiling Finish Smeet th.e requirements of Table 803.5 and Section 803. ]�
26. Floor Finish mets requirements of Section 804
, �'`�
FIRE PROTECTION SYSTEM
1.
2.
3.
4.
-it ,
Is a Fire Protection System required for this bu-Id
Yes No If no skip #2 below. �ing in order to meet area, height etc, requirements'?
List the type of system that is required
�,►f�} ��j���.�
ther 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-1 (As per Section 9d3.2 3) �
Group H (As per Section 90�
Group 7 (As per Section 903.
Group M (As per Section 90-"
Group R AAs per Section 901
Group S-1 (As per Section 9L
.2.4)a' A
.5)
.2.
.2.
30
Group S-2 (As per lection 9'ldm'
3.2.9}Ali Budngs except R�3 an U AAs per Section 903.2. 1 D}
Ducts conveying Hazardous Exhausts AAs per Section 903.12. V
)
�l11'Y1Y1^I�rr+Ya� �r,.,,�r....,. /i�.__--�� - -- - r ■ ., - - - -
vv1A1111►.J1 �J1Qt t7� -F,A.ons �s per 7echon yU3.2. �.2.2�
k
As per Table 903".2.13
1opI-lumers neeaea as identified in #3 list tone of qvvtPT-n ren,,,,-�A,
5. If Sprinkl
903.4? -.00
0
7.
If an A]
Section
yrs required by
te"tiv
Are FireJAl
below.. --w0000
16
any of the above, Are Monitors and Alarms
07�
provided as per Section
ire Extinguishing System is identified, does I meet the requirements of
per Sections 907 or, 908? Yes
Na of no then skip #S
8. Do Alarms meet the requirements listed in Sections X07 or 906`?
9. Is smoke control required?(as per Sections 4+D2, 404, 405 or 410) Yes Na If yes, see
Sections 909.
10. H Occupancies may require smoke and heat gents as per Sections 415.6 and 4 10.
MEANS OF EGRESS
1. Minimum height of 7'as per Section 10Q3.2.
2. Any protruding objects meet the requirements of Section 1003.3. Ilk
3. The occupant load shown on plans.
--/-V-
4. The occupant load as per calculated by Table 1004.1.2. �2 `�.�.
5. Occupant load posted in every assembly occupancy as per Section 1004.3.A(011�G• Egress width is identified on plans. )C-
7_ Egress width meets requirements as calculated per Table 1005. 1.__x
8. Multiple means of egress sized so that the doss of any one me jns of egress shall not reduce the
available egress capacity to fess than 5Q% of to required.
__x
9. Door encroachment does not reduce the required egress* to less than 50% required.
10. Means of egress is Aluminated as per Section 1006,W0
1 I . Illumination emergency power is shown for means of egress as per Section 1006.3.
12. An enclosed exit stairway is shown. Yes No -K if no, skip 13, # 14 and # 15 below.
13. Enclosed stairway has an area of refuge�as per Section iQ07,6}.
14. Area of refuge his 2 -way co unications, instructions and is identified as per Sections 1007.6.3
1047.�6.4 and 1d(}7.6,5.a
1W.
15. Door clear widths are a minimum of 32". Except as allowed by exception of Section 1008. 1. 1.
00 1
16. Doors swing ion the direction of trn-vel where serving 5 r more persons or in a H occupancy.
17, Sptcialty doors meed tie requirements of 1008. 1.3 .
18. AIS egress doors have a landong on both sides as per Sections 1008.1.4 and 1008.1.5. �
19. Thresholds are idetkied as
Section 1008,1.60,1 oors as per
a maximum of %" high, for swing doors and 1/4"" r sliding d
20. Space between two doors is fess than 48,"(except R2&R3 non Type A unify).
21. Locks and latches meet requirements of 1008-1.8. X
22- Panic hardware is shown at r fired locations (Section 1 008.1.9). ��
23. Does a st!5p�
airv�aay exist. Pest
N o If no, skip #24 thio #28.
24. Stairway doors do not open over stairs. 15<�
2 5. S tairay� are a minimum of 44" wide(except where occupant load is 50 or less or as per Section
1009.1).
26. Maximum riser is 7 inches and minimum tread is I 1 inches.
--0--A0
27. A landing is provided at the to and bottom of each stairway.
ZS. Maximum vertical rise without a landing is 12'.
29. Handrails are identified that meet the requirements of Section 1009. 11. >(* v�r
3 4. Handrails return t�l�� eta, o� arecontinuous to next stair handrails k
3 1. Elevation change of over 112 a is designed as a ramp as per Section 10 1 0-)C
32. Exit sins are identified when over 2 doors are required dor exiting.
4AP7440
33. Exalt 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 S. Any roof mechanical equiprnent within 10' from edge has a guardrail shown.
36. Egress does, not pass through intervening spaces unless the space is accessory ccessory to the area served and
the intervening space is not hazardous. Aszhqo
37. If multiple tenant spaces exist, egress from any one dogs not pass through another.
3 8. Length of cow ��xess travel does not surpass requiremer�ts as per S ecti on 10 1 3.3.E
39. Required egress aisle adjacent to tables shall comply with Section 1013. 4,2 .111111Z
40.S aces with cine rr���� a f e xess meet the, followingg maximum occupancy ��
a. Occupancy A,B,EF,M & CJ - 54 occ.
b. occupancy H-1, H-2, & H-3 - 3 vcc.
C. Occupancy H-4, 14.5� I- 1, 1-3� Y-4, & R- iU occ.
d• occupancy S - 30 occ.
41. Where two or more exits are rewired, they are a minimum of 1/2the diagonal distance of the s ace
served apart or where the spare is served by an automatic sprinkler system, the distance is 1/30
42. If boiler or furnace rooms over 5Q0 sq. ft. with btus over 400:,000 twio exitsprovided.
ar
43. Refrigeration machinery rooms and refrigerated rooms over 1 pp�� s ,� havee ry"
44. Stage means of egress comply �.viih Sectzon 1 Q 14.G, � exits.
4 5. Exit Access travel distance meets requirements of Table 10 15.1.,
46. Exterior ex aleonies constructed in accordance with Section ]. Q 15.3 have 10Q' added to their travel
distance.
47.Corridor are rated as per Table 1016.1.
48. Corridor widths meet requirements of Section 10 16.2
.
49. Corridor dead ends are less tan 2p' or SD' for sprinkiered occupancies B and F.
50. Corridor not used as plenum unless in a Tenant space of less than 1000 s . ft.
VO4�
5 1. The minimum number of exits fog occupant load meets the foliowing:1-5[�0 requires 2 exits
501 -1 000 requires 3 exits
More than 1000 requires 4 exits
S
S2. Buildings with one exit meet the requirements of Sectw
on and Table 1 �D
53. Interior sta�rwe��s required as a means of e rens meet the 18.2.
I
54. Space under stairs is identified as I -hour rated . ����������ts of Section 141.9. �d
55. Exterior ramps or stirs are open o ne side and have a minimum of 35 sq. ft. of a en
than 42" above any floor level. q p spare not less
56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6.
57. Exterior balconies
sta40,
irways and ramps axe aver 10 i�rom lines and other buildings on the lot._4
58., Egress courts meet the requirements of Section 1023.5.
59. Assembly occupancies meet the requirements of Section 1024, )r
60. Window egress or better is provided in every sleeping roam and any habitable basement.
6 1. Vestxbule is provided as per Section 802.3.� of the Internatianal Energy Conservation bode.
ACCESSIBLITY
I .
2.
3.
4.
5.
6.
7.
61
10.
H.
12.
13.
14.
15.
16.
17.
18.
20.
An accessible route connects all accessible buildings, accessible facilities, accessible elements,
accessible spaces and the public right-of-wav(exce pt as excepted by Section 1104).��
In addition to the required accessible entrances, 50% of alI pubZxc entrances axe accessible. r�
Accessible parking is provided as per Table 1106. �
10% of hospital out patient parking is accessible and 20% of rehab or physical therapylAV.W
.
Van spaces are provided.(one out of six and any portlon)__� SCJ
Accessibly parking r, provided on shortest route from accessible parking to the accessible
building entrance.
group I occupancies meet accessibility requirements as set forth in Section 1107-50
Group I�-1 occupancies meet the requirements of Section 1107.6 and Table 1107-6. l . l . i+�
Where 4 or more apartment wits, one level town homes or condos are located in one structure,
111'1ltC 'EYP t'�onti rtr�n.� ---- �
�%W,,9l1VI yunits as per iL�[ :IAN st 117.1 unless on. a upper level without
elevator service.
Where more than 20 apartment unit, one level town homey or condos are locat in a project, 2%
but not less than one are designed as Type .A units as per ICC/ANSI 117. 1.
Wheelchair spaces (and companion seat as per Section 1 1D8.2,5) are provided in Assembly
Orriinnnn1PQ as per Table
Assistive Mstening systems are provi ed in Assembly oc upa.ric0
les where audible
communications are integral to the use of the space.
AnyAssembly occupancy performance area has an accessible route as per Section
Any dining area in an Assembly Occupancy is fullv accessihle, . J/,O
1108-2.8.
Self service storage facilities shall provide accessible spaces as per Section 1108.3
.
Toilet and bathing facilot*
��es are accessxble(un�ess in a private
office as peg ction 1109.2-_,)_V
Unisex tc�ilets and bathing rooms are sudied as
pp pC ion 1109,2 -,LA*_
Where sinks are provided, 5%, but not less khan 1 is accessible.,X `
Where a kitchen or kitchenette is provided,,,it is accessible(unless in Type B dwelling..
Storage cabinets, lockers, etc. one of each type is accessible as per Section I log. $.
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
I .
2.
3.
4.
Attic ventilation exists that is if 15 Q of the floor spa e or I 1"0 0 with vapor barrier.
50% of the attic ventilation is 3 ft. above eaves.
Crawl space ventila�ian complies with Section 1203.3
Natural ventilation (windows, doors, louvers etc.} is a minimum of 4% of floor space
0
&6-0
5. Interior spaces . that do not have openings directly to outside meet requirements of Section
6.
70
8.
9.
10.
11.
12.
13.
14.
Bath -rooms
containing bathtubs, showers or spas are mechanically rented.,,
Natural or Artificial light is Provided that meetsthe requimments of Section 1 20
Courts shall mept the requirementson 12Q6.3.Z
Dwe112ngs party walls and floors meet the requirements of Section 1207.
All habitable rooms sha�1
be a minimum of 7' wide, and a minimum of 70 sq. ft. in area. X'
Dwelling units(except Section 1 208.4 efficient units) have one habitable room of 120 sq. ft,_
All ceilings are a minimum of 7'6" with no more than 1/3 at 71-0"
Attics and crawl spaces have access openings as per Section T 209.
An energy review has been submitted that meets the requirements of the International Energy
conservation code.
EXTERIOR WALLS AND ROOFS
1. Exterior Wall Vapor retarder provided unless another approved mean
o avoi condensation and
leakage has been prodded.
2. Water resistant barrier shown on sheathing as per Chapter 14.--,<
3. Masonry veneer is flashed at bottom and has weep holes as per Section 1405.3.2, V7&.o?
4. IVlasonry veneer shall be mechanically attached as peer Section 1405. 5. ,<
5. Stone Veneer is anchored as per Section .1405-6. ioc
6. Sidings shall be applied as per Section 1405.
7. Fire distancese arationP for combustible veneers(siding) meet that of Table 14. 6.2.1.2..
8. Balconies that protrude shall meet the requirement of Table 601 for floors.
� /
9. Metal Composite Materials(MCM) shall meet the requirements of Section, 1407, l�f�'�"
10. Roof coverings meet the requirements of Table 1 505. 1. Ne►
11. Double under
4:12 slope
a'
12. An ice dam
vment IS provided in asphalt
roofs with 1111111MUM slope 01 2:12 up to and including a
_brave (one Pnnt*n"nrjo sheet aiL two sheet cemented together}a4 n '11,1 1r,providedfromnfb roo_P'A �_l0 roofs is
LU Z.,4+ �ns�de cif thee inside of the exterior wall.
1 3. Drip edge metal is provided along all roof edge. 'j,�
1 4. Metal roofs meet the requirements of Section 1 507.4, )oc
.0 - -
15. Built-up roofs meet the requirements of Sect -on 1507.10.
-P
1 6. Single Ply Plastic Roofing meet requirements
rements of Section 1 507. 2 and
17. All other roofing types me -et the requirements of Section 1507.
�_
18. Buildings with roof drains have drains designed and sized as per UPC
STRUCTURAL DESIGN AND SPECIAL rnJSPECTIC}NS
1.
20
3.
Structural Use Group (as per Table 1 604.5)_
structural documents for light
frame WVU bui�ngs A Q c- f r)"2 include per chapter irow: and live
loads, ground snow Toad, basic wind speed., wind exposure, seismic design category and siteclass.
I&
All plains except as described in # 1 above shall include the following; � ��,� �?.�� �r p
a. Floor live load including any reductions. '�` �l
b. Roof live load as per Sectio 167.11. '0AW
C. Roof Snow load,, including the flat
load 0 roof snow load, the snow exposure factor, the, snowimportance factor and the thermal factor.
1507.13x'
1105.0. 7W b49
d•
Wind design data, Including basic wind speed, wind importance factor With building
category, wind exposure,le
applicab internal pressure ,o iticient and the design wind
pressure used for the design of Components and cladding. ,E
importance e. Earthquake design data including seismic factor, selosmic use group,. mapped
spectral response accelerations, Site class spectral S -S coeff
cients seismic design
category, basic seismic -force-resisting systems, design base shear, Seismic response
coefficients, response modification factors and the anysisp�roceduare used'.
4. Floodzone is identified(if 'in flood zone see Section 1603.1.6
5. I]eszgn of floor live loads in access of 50 lbs per sq, ft. also identify that signs must be posted as per
Section 1603.3.,
design6 L StnipfiTrn] calcula�ans meeting the requirements of chapter 1 6 have been provided.
7. Architectural, mechanical and electrical components meet the seismic re��
162 1.-
qu�rements of Section
8. Where special fabrication (usually steel) is perforrne off sight, the fabricator has
certificate of compliance as per Section 1704-2.2.provided a
9. Special inspections are identified for welding.-hw
1 0. Special inspections are idendified for high strength bolting.P1
11. Special inspections are identified for concrete S r rtion except as excluded 1*by Section
1704.4.�
1.2. Special inspection are identified for masonry as per Section 1704.5. �`�/'
13. Special inspections are identified for fills greater than 1 2" deep'where a load 'is applied.p,,�
`�
14. Special inspections are �deniified for all pier and Pile foundations. )C
1 5. Special inspections are identified for sprayed on fire res
-0 istancea lications.�
1 6. Special inspeetions are identified for smoke control systems. A/
/t
17. Quality assurance plan for seismic resistance is provided (except for design light frame asper
chapter 2308 or reinforced masonry less than 25 feet high)
1 8. Special inspections .are provided for seismic force resisting systems, �l
19. Structural observations as per Section 1709 are identified for structur S in Se�smzc*Use Groups II or
I��.- fit%
20. Truss Details provided or noted to be provided prior to frame inspection._.
SOILS AND FOUNDATIONS
l . Allowable soil foundation bearing pressure has
2. per Table 1 8 04.2)0
A soil investigation is required per the requirements of Section 1802.2 where questionable soils
such as fill materials oa%%*1�anic soils clays or questionable rock strata exist. Do an of these
y
conditions exist? Yes No If yes, are the necessary soil reports provided? Yes Nomini3. Grading is a mum of 2% for concrete or asphalt surfaces or 5% fo� natural surface
4.
Information provided as per Section 1803.) for any structural fill.-A& s.
5. Footings (except for I story category I buildings no bigger than 40-0 sq, ft.) are 36" below grade
for frost pxatection.�
6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3. -1
7. Top of foundation *4a Zeis a minimum of 12"' above the adjacent street gutter (unless a drainage path is
*1 -10 r1+P0 M 111111111 !1!
identified and approved by the building olticial),, 44V�l �30
8. Footings designed so that the allowable bearing capacity of the soil 'is not exceeded.
d, -X-
9. Foundation meets the requirements of Section 1 805.5 (including tables 1$�5.5��. Except for Grou d U oce 0
R an pancies of light framed constructio of seismic design D and less
P
than 3 stores in hieght, concrete is a minimum of 3Q04 p11. Retainingh
walls are designed wit a lateral sliding and overturning factor of safety of 1.5. -44
12. Foundation drainage system or water-proofing (Section 1 807.3) is provided where water tobl�
warrants
13. Damproofing shown under slabs as per Section 1507.2.1. )o
14. Damproofng shown far foundation walls.__\�_-
15. Minimum of 4" of gravel is shown under- all slabs.,
1 6. Foundation ain is instable (except in well -drained gravel areas) as, peg- Section 1 807.4.2 and
18 07-4.3 ,c�`�
17. Piles meet requirements of Section 1 808.. 1 8094, 1 8 10 and 1$11.,A
is. Piers are a minimum of 25 Wide and meet requirements of 1$08.r.2-23". d
annd
1812.E
CONCRETE and MASONRY
� . Construction. documents show compressive strength of concrete, strength or grade of reinforcement
and the size and location of reinforcement.�;'
2.Sei�mi�
Design ateStructures assigned to � gory D contain a, statement identifying if slab -on -grade' Ims
designed as a structural dna hra m.
I Concrete exposed to freezing weather as air entrainment as per Table 1 904.2.1 and meets the
requirements of Section 1904.2.2 and Tables 1904.2.2(l) and 1 904.2.2(2). )C'
4. Masonry construction documents identi size., grade, type f%andwall ties as per Section 2101 d o. reinforcement., anchors
5. Masonry fireplaces have mi
6- Masonry fireplaces havesI 4thick footings that are 6" wider than masonry.
e e: reement and anchors as per Section 2111.
7. Masonry fireplaces mee e 1, are mems of Section 2 1 1 1 and Table 2 1 1 1. 1.
.8. Masonry chimneys sh m t e it mems of Section ?113.
fime
1. Truss drawingszdentifyil'IZ S01 requirements a per Sec ion 2303.4.1. 111'Ti;�2. Jol*st layout plans are provi*d I. 0 _04P4 gineered products have computer la��13
• Floor and roof sheathing meets requirements of Section 2304.7.
4. Connections and fastening meet the requirements of Table 2,304.
S. Fasteners in preservative tre -ed wood are hot -dipped zinc coated galvanized steel
silicon bronze or copper. stainless steel,
.7
6. Wood framing members
above foundations are 8" (min-) above soil.-telte,
7. Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3_:_ I for unblocked. —/
8. Shear wall aspect ratios meet the requirements of Table 234 5.3.3.
9. Shear wall deign meets requirements of Section 2305.3. Z' '0Z
GLAZING
10
20
36
4.
51,
Glazing in pool,.................... sauna, hot tub, steam room bathtub o
S .......... weir �unless ir hD Ile �O.Sures over 60" above
standing surfaced is safety glazing as per Section 24-06,
Glazing 'thin 24"2406. of door (unless over 60" above standing surface) I's safety glazing as per Section
Glaz�nggreater than 9 sq. ft.." bottom b low 181" s
safety glazingurface is
-12406, g ', top above 36" and 36 from walkin as per Section
Glazing in iguards and rails is safety glazing as per Section 2406,
Glazing next to stairway, Iandi sand ramps (unless over 60'" above standinsurfaceis safetyglazing as per Section 2406. g ) j,
AWNMJ w
MISC.
�.. Number of plumbimy fixtures shall meet the requirements of Table 2902. 1.
2- Separate toilet facilities are nrc��rtr�ed fnr ��,acPQ Ax7;fi, 14 __, _ . .
3.
4.
5.
6.
7.
8.
9.
10.
- - Crrip�ayees, or combination f
employees and customers (except for ,mercantile occupancy with occupancy of Sp or fess). �G1
Public toilet facilities are provided as per Section 2,-9a2.6.
Elevators ameet the requirements of Chapter 30,
AffA—L
Pedestrian walkways meed the requi�-eme�ts of Section 3104
Awnings and canapes meet the requirements of Seco 3105.4Aeig
Marquees meetthe requirements of Section 3106,
Swimming pool enclosures and safety devices meet the requirements of
Protection fog pedestrians mets the requirements of Sect -Ion 33p6,
Existing structures meet the requirements of Chapter 34. 4
ection 3109,