HomeMy WebLinkAboutCHECKLIST - 05-00160 - Madison County Implement - New BuildingPlan Checklist for the 2003 International Building Code
Name of Project.-M%S0�1''�d"�9LIpw����
I .
2 d
Classification as per Sections 3 02. I & 3 03 thru 3 12
Incidental use areas see Table 302.1 . I
Ideniify if mixed occupancy exits, ,Yes _ X or No If no then strap #3 below.
Accessary Space (10% or under) -m
Nonseparated Mixed Occupancyas peg Section 302. .I
or
Separated Mixed Occupancy as per Table 3023.2 �r Identify an plans Fire Barrier Walls and/or
Horizontal Assemblies including the rating
3. If Assembly occupancy 'sts, is it 750 sq. ft. or less as per Section 303.1 or Tess than 50 occupants
as per S ection 3 a3. 1.1
4. Covered Malls, see Section Q2. Atriums see Sem 404. Un. derground buildings see Section 4a5.
Motor vehicle Accu e 1a 4Q6. I-12.0ccupancies see Section 407. 1-3 Occupancies
see Section 408. M c e ojection Rooms seg Section 409.. Stages and Platforms seg
section 410. Spa e Buildings see Section 411. Aircraft Related Occupane'les see
Section 4].2. Co e see Section 413. Hazardous Materials see Section 414. H -
Occupancies see S r 5. Application of Flanunable Finishes see Section 416. Drying Rooms
see lection 417, Org c aatings see Section 418.
HEIGHT AND AREA
1.
2.
4.
5.
Area, First Floor /�� ��� -- ,0
seeond-flmor � �' ,Third Floor
Area mets requirements. as per Table 5(33. (Basements need not be �ncluded as per Section
503. I. 1 ) Yes No_
Height meets requireme
Buildings on same Lot?
Regulated as Separate
6. Height modified as per
as per Table 503. Yes
Na
Y es INoAz .�na nen slop #5Deiow.
or Regulated as one Building as ner Section 503.1.3
coon 5 04. Yes No
7. Area modified as per Section 506. YesX_ No
calculate increase,.
v t
If yes, sprinklers are required.
If yes use the area provided below to
2 7 00 � S
ae.��o�
"0
Total Area Allowed ager Increase � 709 0 Area Shown on Pans /P3 r75
8. Zero Lei Line Buildffigs see action 705., For Mezzanines see Section 505. Unlimited Area
Buildings seeSectian 507.!V/A-
u
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1.
2.6
11
f
4.
61
6.
7.
8.
9vP
10.
Identify the Type of Construction as per Section 602 �.D
check allowable material for Type I and 1I buildin s as per Section 603 �.
Table 601 - Identify Buildm'g Element datings
Table 602 -- Identify the Fire Resistance Ratings of Exterior WaIRIS,Section
Check {Dpe � gs in Exterior Walls for campliance with Table 704.8.(If sprinklered, see
704.8.1)
Projections meet requiuren�ents of Sec��on 704.WIL,,
check for window vertical exposure from roof below as per Sect"
704.10�I�'
Check that Parapets are not required as per Sects *11
Are Firewalls used air required? Yes Na �f �f no, ship #I0 below.
Check Firewalis for Structural Stability Fire Resistance Rating as per Table 7{35.4
Made of Noncombustible Materials(except Type V} Horizontal Continuity Vertical
Continuity, Connection to Exten'or Walls as per Section 705.5.1 Extend to
Horizontal Projecting Elements as per Section 705.5.2 Openings ono windows} as per
Section 7D5.8 Check that Penetrations meet requirements of Section 712 Ducts and
Air Transfer Openings in Firewall meet requirements of Section 705.11. "
11. Are Firs Barriers used or required? has required by table 302.3.2)Yes Na Ifno skip
# 12 below.
12. Check Fire Barriers for structural stability as peg Section 7D6.4. Openings limited to 25%
of wall. Maximum. openmg size of x.20 sq_ ft. (unless sprinklered)Chick that
Penetrations meed the requirements of Section 712. Ducts nd Air Transfer Openings meet
the requirements of Section 712 and 716.
13. Are Shaft Enclosures used or required? Yes No If no then skip 414 b
14. Sha. Enclosures meed the requirements of Section 707..
15. Are Fire Partitions used or required? Yes No Pe-'.P� if no then slop # 16 below,
16. Check Fire Partitions for Structural Stability and Continuity as per Section 708.x. Dwelling
units that are sprinklered are allowed V:2hr. separations versus I hr. Check that
17.
18.
19..
20.
21.
22.
23.
24.
25.
26.
Penetrations meet the requirements of Section 712. Ducts and Air Transfer Openings meet
the requirements of Section 712 and 716. d Ce�i��. Panels meet re uire�ents as er 5eciion 7x.1.3.1. IlkFire Rite g q �
All Penetrations in Fire Resistive Wally and Horizontal Assemblies meet the requirements of
Section 712. /1/
Fire
Resistive Joint Systems meet the requirements of Section X13. Doors and Shutters in Fire ResWve' Assemblies meet the requirements of Table 715.3
Fire Doors are Self Closing.. Fire Windows or dazing conform to Section 715.4 and ble 715.4. V//J�
Fire and Smoke Dampers conform with Section 716. �
Fire Blocking and Draft Stopping is provided as per Section ?1? X (Dra.#� Stopping is not
required at Partition line in dwelling unitswith combined space of less than 3O00 Sq. Ft and not
required if in sprinklered building with sprinklered concealed spaces
Wall and Ceilffig Fm'ishes meet the requirements of Table 803.5 and Section 803. _N 0 r6
Floor Fnush meets requirements of Section $D4_ io(
11
FIRE PROTECTION SYSTEM
I -
2.
Is a Fire Protection System required for this buildin� �n order to meet area, height etc. requirements?
Yes No If no skip 92. below.
List the type of system that is required
11
.3. ether requirement
4.
5.
}
s requiring Fffe
Group A (As per Section 903.2.1)_
Group E (As per Section 903.2.2)_
Group F-1 (As per Section 903.2.3)
C-rroup H (As per Section 903.2.4)_)
Group I (As per Section 903.2.5
Group M (Asper Section 903.2-61
Grrou-DR (A,4 roar Section 903.2.71
Group S- 1 (As per S
Group -S-2 (As per S
11
action 903.2.8) tv�
action 903.2.9)_K/_1
an Systems (check 11 nee�.}:
e�
All Buildings except R- 3 and U (As per Section 903.2.1 0) X'
Ducts conveying Hazardous ExIiausts (As per'Section 903.2.12.1), �_�O
Commercial Cooking Oper,Wo'ns (As per Section 903.2.12.2)�J�
A"- 0
F � C (,)
As per Table 903.2.13 v . A
If Sprinklers seeded as identified in 93 list type of system required.
- /,.00
If Sprinklers required by any of the above, Are Monitors and, Alarms provided as per Section
903,4?�.t� .
6. If an Altemative Automatic Fire Extinguishing System. is identified, does I meet the requirements of
Section 904? X1 1.
7. Are Fire Alarms required as per Sections 907 or 948?
Yes ��' Nos if no then skip 118
bel(w.
8, Do Alarms meal the requirements listed �n sections 907 or 908 ? �
9. Is smoke control required?(as per Sections 402, 404, 405 or 410) des No A010
_- If yes, see
Sections 909. 0
10. H Occupancies may require smoky and heat vents as per Sections 415.6 and 410. /A
MEANS of EGRESS
1. MU imum height of 7'as per Section 1003.2. )1C
2. Any protruding objects meet the requirements of Section 1003.3.
3. The occupant load. shaven on plans.No . .
4.
5.
6.
761
The occupant load as per calculated by Table 1004.1.2. � If I _._
Occupant load posted in every assembly occupancy as per Section I
Egress width is identified on plans. )(
004.3.
Egress width meets requirements as calculated per Table 1005. 1. ,%
8. Multiple mans of egress sized so that the Toss of any one means of egress shall not reduce the
available egress capacity to Tess than 50% of total requked. lyo-/Al�v
9. Door encroachment does not reduce the required egress width to fess than 50% required. V'
10. Means of egress is illuminated as per Section I406. X_
11. Iemergency power i's shown for means of egress as per Section 1006.1A/
12. An enclosed exit stairwayi
t - s shown. Yes NoK if no, skip #13n R14 and #15, below.
13, Enclosed stairway has an area of refuge(as per Section 1007.6) oris sprinklered.
14. Area of refuge has 2 -may �ur�cat�oris, instructions and is identified as per sections 1007.6.3,
1007.6.4 and 1007.6.5.
CE
15. Door clear widths are a m�r�.irnum of 32"". Except as allowed by exception of Section'1008.1 .1.
16. Doors swing in the direction of travel where serving 50,or more persons or its a H occupancy.
�
17. Specially doors meet the requirements of 1008. I.3. 14�
18.
All egress doors have a landm*g on bath
sides
as per
Sections 1009.1.4 and
1008.1.5. �
_
19.
Thresholds
refrigerated rooms Quer 1000
sQ. #l. have two exits.
are identified
as a maxi -Mum
of 1-/-2"
high:,
for swing doors and3/�"
for s1idffi9 doors as per
Section 1008.1.6. %'(
20. Space between two doors is less than 48"(except R?.&R3 non Type A un -its). 4'
1
21. Locks and latches meet requirements of 1008-1.8.
22. Panic hardware is sown at required locations (Section 1008.1.9).. �
2-3'. Does a stairway exist. Yes No If no, skip #24 thru #28.
24. Stm'rway doors do not open over stairs. "�C
25, Stairwaysar a minimum of 44" w de(exc�ept where occupant lead is 50 or fess or as per Section
1009. 1). AFV,01-
2G. Maximum riser is 7 inches and xnmunum tread 1s I I Mclaes. fVU y
27. A landing is provided at the top and bottom of eachay.
2S.Maxu'pnum vertical rise without a landing is 12'. L000�
29. Handrails are identified that meet the requirements of Section 1009
30, Handrails return to wall
etc. or are continuous to next star handrails �
11 M �vntic n rharaP of over 7 /?,0 ilq desi Vped as �-
a ramp a� mer Section 10 1 d
.J 1 • .LJAV 1 K�1V ii vaawial�v v+ '✓ • .mow w• � r �• ��� _ �_ �.- -- ----- -�
32. Exit signs are identified ,when over 2 doors are required for exiting.
33. Exit signs are spaced no more than 100" apart orto the door.�
34. 4 " guardrailsve
are shown whenever a walking surface is over 30"' wave grade.
35. Any roof mechanical equipment �th� 10 " from edge has a guardrail shown.
36. Egress does not pass through i-Titervening s es unless the space is accessory to the area served and
the intervening space is not hazardous. multiple�7. If multiple tenant spaces exist, egress from any one does not pass. through anothe�r.%flA-
3
8 Length of egress trammel does not surpass requirements as per Section I4 13.3.
39. Required egress aisle adjacent to tables shall comply with Section 10 13.4*2.* �
443. Spaces with one means of egress meet the following maximum occupancy loaasir:�
a. Occupancy AB,E,F,M c� U - 50 occ.
b. occupancy H - I, H-2, & H- 3 - 3 occ.
c. Occupancy H-4, H-5,1-1,1-3,1-4, & R - 10 occ.
d. Occupancy S - 30 ace.
4 L Where two or more exits are required. they are a miV2thenimum of diawnal distance of the space
1 / ✓ v �
served apart or where the space is served by an automatic sprinkler system, the distance is 11I.No-7eW
42.
If boiler or furnace rooms over
500
sq. ft. with btus over 400,000,
two emits are provide
43.
Reffiaeration machinery rooms
and
refrigerated rooms Quer 1000
sQ. #l. have two exits.
iJ ✓ V i
44. Stage means of egress comply with Section 1014.6.
4S. Exit Access travel distance meets requirements of Table 10 15. 1. ?�
45. Exterior exitbalcanies constructed in accordance with Section 10 15. 1 have
distance. �
100' added to their travel
47. corridors are rated as per Table 10 16. 1. M
48. Corrid-or widths meet requirements of Section 10 1.6.2.
49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F.
5Q. Corridor not used as plenum unless �n a tenant space of less than 1000 sq. ft. N
51. The minimum number of exits for occupant load meets the following: _
1-S00 requires Z exits
X01 -140a requires 3 exits
More than 1000 requires 4 exits
52. Build 7ngs with one exit meet the requirements of S ection and Table 10 18.2.
�
53. interior stairwells required as a mean of egress meed the requirements of Section 1019. �
54. Space under stairs is identified as 1-ha-ur rated. X
5 5. Exterior ramps car stairs are open o one side and have a m�ni�um of 35 sq. ft, of open space not less
than 42" above any floor level.
or
56. Exterior ramps and stairways are protected from the inside of building, as per Section 1022.6.
57. Extenor balcom"es, stairways and ramps are over I0' fromJpt dines and other buildings on the
58. Egress courts meet the requirements of Section 1023.5 .
59. Assembly occupancies meed the requirements of Section 1024.&/
60. window egress or better is provided in every sleeping room and any habitable basemen.
ACCESSIBLITY
1. An accessible route connects all accessible buildings, accessible facilities, accessible elements,
accessible spaces and the public right-of-way(except as excepted by Section 1104). 'f '
2. In addition to the required accessible entrances, 54°/a of all public enhances are accessible. 'X
3. Accessible parking is provided as per Table 1106. 1.
4_ I0% of hospital out patient parking is accessible and 20% of rehab or physical therapy.
S. Van spaces are provided.(one out of six and any portion)
6, Accessible paring is provided an shortest route from accessible parking to the accessible
building entrance. �J
7. Group I occupancies meet accessibility requirements as set forth in Section 1107-5.
8.
9-0
12.
13.
14.
15.
16.
17.
19.
19.
20.
Group R- 1 vccupancies meet the requirements of Section 1107.6 and Table 1107.6 0 1 a I. -
Where 4 or more apartment units, one level town homes or condos are located m* one structure,
all units are des*19
�.tne s Type B units as per 1CC/ANS1 117,I unless on a upper level without
elevator service. ►�'
Where more than 20 apartment unit, one level tow.. homes or condos are locate �n a project, 2°l0
but not Tess than one ars designed as Type A units as per ICC/ANST 117, 1.
Wheelchair spaces (and companion seat s er Section 1108.2.5) are provided 'in Assembly
per asC)ccu ancien Table �.1p8.2.2. �. �
Assistive listening systems are provided in Assembly ocqpanties where audible
communications are integral to the use of the space.��
Any Assembly occupancy performance area has an accessible route er Section 1108.2.8.
An, i dirang area in an Assembly Occupancy is fully accessible.
Self service storage facilities shall provide accessible spaces as per Section 1108.3 .�
Toilet and bathing facilities are accessible(unless �.n a private office)as per Section I I �
Unisex toilets and bathing rooms are supplied as per Section 1109-2. I . A11J1__
Where sinks are provided, 5%, but not less than I is accessible._
Where a kitchen or kitchenette is provided, it is accessible(un.less in Type B dwelli
storage cabinet, lockers, etc_ one of each type is accessible as per Section 1109.8.
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1.
2.9
4}
5.
Attic ventilation exists that is 11 15 0 of the floor spacq or 113 4a with valor barrier.
50% of the attic ventflation is 3 ft. above eaves.OL
Al 1A
9.2. k"'O
uFcl. W t sjJdL:C vCIlLlld€.lUI! G(]II1p11C 5 Wim o eC [.ifA .L J �l //�"'
Natural ventilation (windows, doors, louvers etc.) is a nynunum of 4% of floor space. /VO_7it.�P
Interior spaces that do not have openings di-rectly to outside meet requirements of Section
1203.4. 1. A
6.
14.
FK
10�
Bathrooms contauu�.g bathtubs, showers or spay are mechanically Denied. Allit
Natural or Artificial light is provided that meets the require eats of S ectir;1 0S. J�
Courts shall meet the requirements of Section 12063-0
- #
jr
Dwellings party walls and floors meet the requirements o Section 1207.
A1.1 habitable roams shall be a minimum of 7' wide, and a minimum of 74 sq_ ft., in area.
Dwelling units(except Section X208.4 efficient units) have one habit e roams. of X20 sq
A1I ceiZmgs are a minimum of 7'6" ih w�no more khan x.13 at 7' 0" .
Attics and crawl spaces have access openings as per Section 1209.IA.
.An energy review has been submitted that meets the requirements of the International Energy
conservation code.
EXTERIOR WALLS AND ROOFS
1. Extenlor Wall Vapor retarder ided unless another approved means to avoid condensation and
leakage has been provided.-,Fv
Z. Water resistant baffier shovvn on sheathing as per Section14
3. Masonry veneer is Bashed at bottom and'has weep holes..ff
4. Masonry veneer shall be mechanically attached as per ect an 1405.5.
5. Stone Veneer is anchored as per Section 1405.x.
f. Sidings shall be applied as per Section 1405...
7. Fire separation distance for combustible veneers(siding) meet that. of Table. i40
8. Balconies that protrude shall meet the requirement of Table 601 for floors..
9, Metal Composite Materials(MCM) shad meet the requirements of Section 1 d7.
143. Raaf coverings meet the requarements of Table 1505.1.
11. Double under end is provided u� asphalt roofs with minimum slope of 2: 12 up to and u�.cluding a
4.-,12 slope.,
Z. An ice dam membrane done continuous sheet or two sleet cemented together') fi
prodded from the roof edge to 24" inside of the inside of the exterior mall./l�r�
13. Drip edge metal is provided along all roof edge. �
14. Metal roofs meed the requirements of Section 15d7.4.�
15. Built-up roofs meet the requirements of Section 15 07. 1_l��"
16. Single Ply Plastic Roofing meet requirements of Section 1507.12 d 1507.13
17. .A11 other roofing hypes meet the requirements of Section 1507.
4h
18. Build i�gs with roof drains have drains designed and sized as per UPC 1105. 0
.
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
i. Structural Use Group (as ver Table 1604.5) !Y,1�
z.
3.
struct
loads,,
all asphalt roofs is
ural documents for light frame woad buildings as per chapter 23 include floor roof and leve
Zround snow load, basic wind sped, wind exposure, seismic design category and site
All plain"s except as described in # I above shall include thef4owm'g:
a. Floor live load including any reductions.
b. Roof live load, as per Section 1607.11 dF
c. Roof Snow lo including the flat roof snow load, t snow exposure factor, the snow
I +'s A lf11 A fL -reY R4!1w
ivau iva�v�.4cu�.u� �au�.u� QJ.Atk L.11�i L11G1111Q.1 1CLl+4Vi.
d. WM'd design data, including basic wind speed, wind importance factor with building
category, wind exposure, applicable internal pressure coefficient an the design wind
pressure used for the design of components and cladding.
e. Earthquake design data including seismic importance factor, seismic use group, mapped
spectral response accelerations,, site class, spectral response coefficients, seismic design
0 0 0category, basic 5e15�ri1C-farce-resisting systems, des'
g�. base shea�r, seismic respc�
coefficients, response modification factors and the ana sis procedure used.
4. Flood zone is identified(ifin food zone see Section 160 3. �..6) �
S. Design of floor live ads in access of 50 lbs per sq. ft. also identify that signs must be posted as per
Section X603.3.
6. Structural. design calculations meeting the requirements of chapter 16 have been provided,. l"r
7. Architectu 1:, mechanical and electrical components meed the sersmic requirements of Section
1621. ;
S_ mere special fabrication (usually steep is perfonned_ fight, the fabficator has provided a
certificate of compliance as per Section 1704.2.2.
9. Special inspections are identified for welding._��
I0. Special inspections are identified for high strength bolting.�
11. Special inspections ars identified for concrete construction except as excluded. by Section
1704.4.9IV�� �j
00,
12. Special �xzspection are identified for masonry as per Section 1704_5_
I3. Special inspections are identified for fills greater than 12"' deep where it Toad is applied.��bl'
14. Special inspections are identified for all pier and pile foundations. F�4
15. Spec�a� inspections are �d�entif�ed fog sprayed on fire resisiance ap licaiions.
I6. Special inspections are ideni�fied dor smoke control systems.
V W
17. Qualify assurance plan for seismic resistance is provided (exce-offog design dight frame as per
F.
chapter 2308 or reinforced masazuy less than 25 feed high) (J//,P
18. Special inspections are provided for seismic force resisti�g systems. A 4o -
19.
o19. Structural observations as per Section 1709 are identified for structures in Seismic Use
Z0. Truss Details provided or noted to be provide. prior to frame inspection. A//)17
V r
SOILS AND FOUNDATIONS
l . Allowable soil foundation bearing pressure has per Table 1804.2)._
Z. A soil investigation is required per the requirements of Section 180
Groups1lor
2.2 where questionable sons
such a� fill ma�eri�a�,�, organic sazZs, clays oar qu�stxanal�le racl� s��rata exist. Da ani nf these
conditions exist? Yes No V If yes, are the necessary soil reports provided? Yes Nm__— tv
3 . Grading is a minimum of 2% for concrete or asphalt surfaces or 5% for natural surfaces. �
4, information provided as per Section 1$x3.5 for any structural fill. ?
5. Footings (except dor I stcategory I build ings no bigger than 440 sq. ft.) are 36" below grade
protection. for frost "76
6. Buildings on or adjacent to greater than 3/I slopes meet requirements of Section 1805,3.
7, Top of foundation is a minimum of 124" above the adjae a ret gutter (uffless a drainage path i's
identi�.ed and approved by the building official).
S. Footings designed so that the allowable bearing capacity of the soil is not exceeded.A!PJLPwAA-17a-2P
4 9. Foundation meets the requirements of Section 1805.5 (including tables 18:05.5—).
10. Except for Group R and U occupancies of dight framed construction of seismic design D and less
11.
12.
13.
Than 3 stories gin. hieght, concrete �s a mir�mum of 304a p
.S11i00
--Al-blaz;&
Retaining walls are designed with a lateral sliding and overturning factor of safely of 1..5. A11A
Foundation 2niage system or water -proofing (Section 1807.3) is provided where water iAle
warrants.-,
Damproofmg shown under slabs as per Section 1807.2.. I
14.
15.
16.
17.
1840
Damproofm_g shown for foundation walls. i4-
Mi�immum of 4 " of Qrave1 i's shote under all slabs.
Foundation
1 807.43.
V
In is 111Sta.fled
(except in wed-draz�.ed gravel areas) as per Section 180
Piles meet requirements of Section 1808, 1809, 1810 and 1811
.�
Pni
ers are a mimum of 2' wide and meet requirements of 1808.2.23. and 18 1 Z.
CONCRETE and MASONRY
7.4.2 and
1. Construction documents show compressive strength of concrete, strength or grade of reinforcement
and the site and location of reinforcement.V
2. Structures assigned t0 Seismic resign ategvey D contain a statement identifying if slab -an -grads is
designed as a structural diaphragm.
3 . Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 eets the
requirements of Section 1.904.2.2 and Tables 1904.2.2(l) and 1904.2.2(2),. �
4. Masonry construction documents ident"
size, grade, type and location of reinforcement, anchors
and wall ties as per Section 2101.3r�c
5, Masonry fireplaces ham �.m 12"'thick footings that are 6"' wider than masonry .
Mza
6. Masonry fireplaces i is reinforcement and anchors as per Section 2111
.
7. Masonry fireplaces e d equiremen-ts of Section 2111 and Table 2111 . 1.
S. Masonry chimneys t requirements of Section 2113.
WOOD
I .
2.
3.
4.
5.
6.
7*.
8.
9.
Truss drawings identify requirements as per Section 2303.4.1. 4t)l
Joist layout plans are provided. X, Engineered products havecoe�a
Flo -or and rood' sheathing meets requirements of Section 2304.7.�
Connections and fastening meet th requirements of Table 2304.9. I .
ut.1/
Fasteners in. preservative treat wood are hot -dipped zinc coated galvaxn'zed steed, stain
silicon bronze or copier.
mood laming members above faundaiions are 8" (min.) above soff.
Diaphragms da not emceed the 4:1 rano for aH edges blacked and 3 : 1, or i
Shear wall aspect ratios meet the requirements of Table 2305.3.3
Shear wall design meets requirements of lection X305.3. 11
VI WAWA I _2 14 1
ess steel,
1. Glazing in pool, sauna, hot tub, steam roam, bathtub ars o er enclosures (unless over 60"' above
stand.g surface) is safety as per Section 2406. ,
2. Glazing wit 4" of door (unless over 60"' above �tand�ng surfa�e� is safety glazing as per lection
2406-P
3. Glazing greater than 9 sq. ft., bottom b 18 top above 3.6" and 3 +6" from waiking. surface is
safety glazing as per Section 2406.
4.
5.
Glazm'g in guards and rams is safety gazing as per Section 2406.�vf�
Glazmg next to siairways, lJCs and ramps (unless over 60" above standing surface) is safety
glazing as per Section 2406
1.
2.
4.
5.
6.
7.
8.
Number of plumbing fixtures shall meet the requirements of Table 2902J. �
Separa#e toilet facilities are provided far spaces with 16 or more employ-ees, or combination of
employees and customers (except for mercantile occupancy with
Public toilet facilities are provided as per Section 29,92.6. oe'
Elevators meet the requirements of Chapter 30.. Yi
Pedestrian walkways meet the requirements of Secti
n 3104.
Awnings and canopies meet the requirements of Section 5.
Mnrmiee-q meed the rea�.�remenis of Section 3106.
UP
Swm"umg pool enclosures and safety devices meet the requirements of 5
9. Protection for pedestrians meets the requirements of Section 3
10. Existing structures meet the requirements of Chapter 34.�
66.
0
OT less),.
on 3109.