HomeMy WebLinkAboutPLAN CHECKLIST - 07-00165 - Mr G's Dairy Delights - New BuildingN,
Plan Checklist for the 2003 International Building Code
Name of Project:
USE AND OCCUPANCY
� . Classification as per Sections 342..1 & 303 thru 312
2. Incidental use areas see Table 302.1.1,fI�
3. Identify if mixed occupancy exists. Yes or NaIf no then skip #3 below.
Accessary Space (10% (3r uttder}�-
Nonseparated mixed Occupancy as per Section 302.3.1 41��
Separated Mixed Occupancy as per Table 302.3 2A4 Identify on plans Fire Barrier Walls and/or
horizontal Assemblies including the rating
3. If Assembly occupancy exists, is it 75a sq. ft. or less as per Section 303.1 or less than 50 occupants
as per Section 303.1.1 eV
4. Cowered Malls., see Section 40Z. Atriums see Section X04. Underground Buildings see Section 405.
Motor Vehicle Occupancies, gee Section 446. I-2 Occupancies gee lection 4a?. I-3 occupancies
see Section 405. Motion Picture Projection Rooms see Section 4Q9. Stages 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 415. Application of Flammable Finishes see Section 416. Drying Rooms
See Section 417. [ Coatings seg Section 418.x/
1-d� 2000-4
HEIGHT AND AREA
1. Area, First Floor 0 So Zt�P ,Second Floor , Third Floor
2. Area meets requirements as per Table 503. (Basements need not be included as per Section
503.1.1) Yes�( No
3. Height meets requirements as per Table 503. Yes No
4. Buildings an same Lot? Y%.. NoX' If no then skip #5 below.
5. Regulated as Separatex;�74r Regulated as one Building as per Section 503.1.3
6, Height modified as per Section 5Q4. Yes Na �' If yes , sprinklers are required.
7. Area modified as per Section 506. Yes No If yes use the area provided below to
calculate increase.
Total Area Allowed after Increas
S. hexa Lot Line Buildings see Se ion
Buildings seg Section 507..�
Area Shown on Flans
705. For Mezzanines seg lection 5D5. Untitnitcd Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1. Identify the Type of Construction as per Section 602.
2, Check allowable material for Type I and 11 buildings as per Section 603
3. Table 601 - Identify Building Element Ratings 4
4. Table 602 - identify the Fire Resistance Ratings of Exterior Walls _
�. check openings in Exterior Walls for compliance with Table 704.9.(If sprinklered, see Section.
704.8. 1)
6. Projections meet requirements of Section 704.2")r
7. Check for window vertical exposure from roof below asper Section 7x4.10
eel
$. check that Parapets are not required as per Section 704.11 X
9. Are Firewalls used or required? Yes Na>C -If no,skip # 1 Q below.
l0. Ch, eck Firew is o Structural Stability Fixe Resistance Rating as per Table 7U5,4
Made of No o u tible Material s(except Type V) Horizontal Continuity_ Vertical
Continuity nnection to Exterior Walls as per Section 745.5,1 Extend to
Horizont j c g dements as per �ectian 705.5.2 openings (no windows) as per
Section 05.E Check that Penetrations meet requirements of Section 712 Ducts and
Air Transfer openings in Firewall meet requirements of Section 705.11.
I 1. Are Fire Barriers used or required? has required by table 302,3.2) Yes No If no ship
# 12 below.
12. check Fire awfi. rs for structural stability as per Section 706.4. Openings limited to 25%
of wall. imum opening size of 120 sq. ft. (unless sprinklered) check that
Penetra 'o e requirements of Section 712. Ducts and Air Transfer Openings meet
the re ir m sof Section 712 and 716.
13. Are shaft Enclosures used or required? Yes No- )r__ If no then skip # 14 below.14. Shaft Enclosures meet the requirements of Section 707447
15, Are Fire Partitions used or required? Yes X No Ii no then ship # 16 below.
16. Check Fire Partitions for Structural stability and Continuity as per Sec ' on 748.4. .,)r Dwelling
units that are sprinklered are allowed 1/z hr. separations versus 1 hr,,- SIV Check that
Penetrations meet the requirements of Section 712.E Ducts and Air Transfer Openings meet
the requirements of Section 712 and 716.E _-
17. Fire Elated Ceiling Panels meet requirements as per Section 711.3.1.4
18. All Penetrations in Fire Resistive Wails and Horizontal Assemblies meet the requirements of
Section 71.2.
19. Fire Resistive Joint Systems meet the requirements of Section 713,
20. Doors and Shutters in Fire Resistive Assemblies meet the requirements of Table 715.3. 1<b
21. Fire Doors are Self Closing.Ev lev
22. Fire Windows or Glazing conform to lection 715.4 and Table 715.4.,44..)
23. fire and Smoke Dampers conform with Section 716. >C
24. Fire Blocking and Draft Stopping is provided as per Section 717* (Draft Stopping is not
required at partition line in dwelling units with combined spice of less than 3004 Sq. Ft and not
required if in sprinlflered building with sprinklered concealed spaces
25. Wall and Ceiling Finishes meet the requirements of Table 8Q3.5 and Section 803.
26. Floor Finish meets requirements of Section 504.E
FIRE PROTECTION SYSTEM
t.
2.
3.
4.
5.
I$
Is a Fire Protection System required for this building in order to meed area, height etc. requirements�
Yes No If no skip 42 below.
List the type of system that is re aired
Other requirements requiring Fixe Protection Systems (check if needed):
Group A AAs per Section 903.2. 1)
Group E (As per ection 9D3.2.2)
Croup F- 1 (As pe Section 903.2.3)
Group H (As per ection 903.2.41
Group I (Asper S ction 903.2.5)
Group M (Asp Section 903.2.f�
C roup R AAs per Section 903.2.
Group S- 1 ( s per Section 903.2Y.81
Group S-2 -(
per Section 903.2.9)_
All Buildings except R-3 and U (As per Section 903.2. 1 0)
--A
Ducts conveying Hazardous Exhausts (As per Section 903.2.12. 1)
Commercial Cooking Operations (As per Section 903.2.12.2)_hj�
As per Table 903.2.13__
prinKiers neeai tfiletvDeei
ec� as id���d in #3 lisi of system rn��,-efl
If Sprinklers./required by
903.4?
any of the above, Are Monitors and Alarms provided as per Section
It an Altemative,,Automatic Fire, Extinguishing System is identified, does meet the requirements of
Section 9U4?
7-- Are Fire Alarms required as per Sections 907 or 908?
below.
8. Do Alarms meet
9. Is smoke contpbl
Sections 909/.
l0. H Occupav6i
Yes No
woo
11.
if no then slop #$
,he rye uirement,s listed in Sections 907 or 908
� ud`?(as per Sections 402, 4Q4, 4Q5 or 410) des No
a quire smoke and beat venin as per Sections 415.E and 4 10.
MEANS OF EGRESS
I., see
1. Minimum height of 7'as per Section 10(}3.2. 'V
2. .any protruding objects meet the requirements of Section 1003.3.,
3. The occupant load shown on plans./V0
4. The occupant load as per calculated by Table 1004.1.2, 7
(-5; >
5. Occupant load posted in eery assembly occupancy as per Section 1004.3._A.0�
6. Egress width is identified on plans. X--
7- egress width meets requirements as calculated per Table 100 5. 1
.
8. Multiple means of egress sized so that the loss of any one means of egress shall not reduce the
available egress c�paciiy tri less than 50% of total required. ,IV
9. Door encroachment does not reduce the required egress width to less than 50% required. -k--
10. Means of egress is illuminated as per lection 1006. Ao Aro
I I . Illuminaiion emergency poweris shown for means of egress as per Section 1X06.3. g,j
12. An enclosed exit stairway is shown, Yes No if no, skip #I3, # 14 and #15 below.
13. Enclosed stairway has an area of refixge(as per Sect—ion 1007.6)-,-1V/
14. Area of refuge has 2 -way communications, instructions and is identified as per Sections 1007.6-3.,
1007.6.4 and 1007.6.5.evJW-
e
15.'Door clear widths are a minimum 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 in a H occupancy. A6&,P
17. Specialty doors meet the requirements of 1 {]D$, �. ,3 ,
18. All egress doors have a landing on bath sides as per Sections 1008.1.4 and 1008.1.5.
I9. Thresholds are identi ped as a maximum of r/�'}high, for swing doors and 3/�" for sliding doors as per
Section 1008.1.6.
20. Space between two doors is less than 48 "(e- R2&R3 non Type A units).
2 1. Locks and latches meet requirements of 1008. 1. 8. e7
Z2. Panic hardware is shown at required locations (Section 1008.1.9). /!1 I
23. Does a stairway exist. Yes N o '*K If no, skip #24 thru #28.
24. Stairway doors do not open over stairs. 61A
25. Stairways are apinimum of 44" wide(except where occupant load is SQ or less, or as per Section
1009.1)41 A'i /
2 6. Maxximu s r 's inches and minimum tread is 1 I inches.
27. A landin i r v d at the top and bottom of each stairway.
28. Maxim e i ise �ithout a landing is 12'. 1L,* -29. Handrails are identified khat meet the requirements of Section 1X09.
30. Handrails return to wall, etc. or are continuous to next stair handrails -K
3 1. Elevation change of over 1120 is designed as a ramp as per Section 14 1 Q�
3Z. Exit sins are identified when over Z doors are required for exiting. A&I�
3 3. Exit signs are spaced no more than 10 0' apart or to the door. X
34. 42" guardrails are shown whenever a walking surface is over 30" above grade..
3 5. Any roof mechanical equipment within 10' from edge has a guardrail shown.
.10. r1gress goes noi pass tnrougn intervening spaces unless the space 1s accessory tothe area served and
the intervening space is not hazardous _,&D_A!a2
37. If multiple tenant spaces exist, egress from any one does nvt ass through another.�"
38. Length of common egress travel does not surpass requirements as per Section, 10 3.3. 3c
39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2. N
40. Spaces with one means of egress meet the following maximum occupancy loads. /00-7e
a. Occupancy A,B,E,F,M & U - 50 occ.
b. Occupancy H-1, H-2, & H-3 - 3 occ.
C . Occupancy II -4, H- 5, I-1, I-3, I-41. & R - 10 occ.
d. Occupancy S - 30 occ.
4 1. Where two or more emits are required, they are a minimum of V2 the diagonal distance of the space
se�-ved apart or wheare the space is served by ars automatic sprinkler system, the distance is 113. ���•1 n - .
42.1t bailer or furnace rooms over 500 sq, ft. with btus over 40�0,D04, tv�ao exits are provided.
43. Refrigeration machinery rooms an,d refrigerated rooms ower 10Q0 sq. ft. have two exits.
44. Stage means of egress comply vvith Section 1Q14.6�45. Exit Access travel dxstance m.eets requirements of Table 1015.1.
+�. XCI:i'1lJi- CXl l.`vaiconies cQnstructea 1n accvraance with ZSectlon 10 15.3 have 100" added to them- travel
distance.�j�
47, Corridors are raked as per Table 10 16.1.
4 8. Corridor widths meet requirements of Section 10 16.2.
49. Corridor dead ends are less tan 20' or 5+Q' fors rinkXered�
p accupanGxes B and F.
50. Corridor not used as plenum unless in a tenant space of less than 1000 sq, ft.
51. The minimum number of exits for occupant load meets the following: J0
1-500 requires 2 exits
5 0 1 -1000 requires 3 exits
More than 1000 requ�res 4 exits
FA
52. Buildings with one exit meet the requirements of Section and Table 1018.2. -
e��
53. Intexior stairwells required as a means of egress me t the requirements of Section 10 19.
S4. S pace under stairs is idenkified as 1 -hour rated_ ���
55. Exterior ramps or stair
than 42" above any floy
56. Exterior ramps and star
57. Exterior balconies, st�r
5$. Egress courts meet
S9. Assembly occupan
GD. Window egress or
61. Vestibule is provia
ACCESSIBLITY
0
es
ette
re op non one side andhave a minimum of 3 5 sq. ft. of open space not fess
level.
d as Pa e?S
.Ve tected Bram the inside of building as per Section 1022.6.
6d,
a Ps are over 10' from dot lines and other buildings on the lot.
t of Section 1023.S.
irements of Section 1024.
id ion every sleeping room and any habitable basement.
ctian 8023.6 of the International Energy Conservation Code.
1. An accessible roue connects all accessible buildings, accessible facilities., accessible elements,
accessible spaces and the public right-of-way(except as excepted by Section 1104).�j b 7!�52
2. In addition to the required accessible entrances, 50% of all public entrances are accessible. �
3. Accessible parking is provided as per Table 1106. 1 IP I/�7� oAl S;r/t5 J'44N
4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy.���
j, fan spaces are provided.(one out of sig and any p o rti on) AA77eW Sl- Apr ltpoA)
6. Accessible parking is provided on, shortest route from accessible perking to the accessible
building entrance. �
7. Group I occupancies meet accessibility requirements as set forth in S ection 1107.5.�1�
8. Group R - I occupancies meet the requirements of Section 1107.6 and Table 11.Q7.6. 1. 1.
9. Where 4 or more apartment units, one level fawn homes or condos are located in one structure,
al units are designed s Type B units as per ICC/AN S I 117. 1 unXess on a upper level without
elevator service. ltllL
10. Where more than 20 apartment unit, one level town homes or condos are locate in a proj eek, 2%
but not less than one are designed as Type A units as per ICC/ANSI 117.1
11. 'Wheelchair spaces hand companion seat per Section 1148.2.5) are provided in Assembly
Occupancies as per ''able 1108.2.2. 1. /�
12. Assistive listening systems are provided in Assembly oc upancies where audible
communications are integral tothe use of the space.
13, AnyAssemblyacc occupancy performance area has an accessible route as per Section 1108.2.$.
14. Any dining area in an Assembly Occupancy is fully accessible._'<
15. Self service storage facilities shad provide accessible spaces as per Section 1108.3
._��
16. Tand bathing facilities are accessible(unless in a private office)as per Section 11 09.24- "
17. Unisex toilets and bathing rooms are supplied as per Section 1109.2, 1.
I8. Where sinks are provided, 5%, but not less than 1 is accessible. Y
19. Where a kitchen or kitchenette i s provided, it is access ible(unless in hype B dwelling). 14
20.6 Storage cabinets, lockers, efic, one of each type is accessible as per Section 11 Q 9.8.44
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
I . Attic ventilation exists thatis 11150 of the floor space or 1/300 with vapox barrier.,'
2. 50% of the attic ventilation is 3 ft. above eaves. X
3. Crawl space ventilation complies with Section 1203J.�D760
4. Natural ventilation (windows, doors, louvers etc.) 'is a minimum of 4% of floor space.
5.
Interior spaces that do not have openings directly to outside meet requirements of Section
1203.4. 1.
6. Bathrooms containing bathtubs,, showers or spas are mechanically vented, ,►l/�
7. Natural or Artificial light is provided that meets the requirements of Section 1205.
8. Courts shall meet the requirements of Section 1206.3. C#
9. Dwellings party walls, and floors meet the requirements of Section 1207.
10. All habitable rooms shall be a minimum of 7 wide, and a minimum of 70 sq. ft. in area/410/i/0
d11%j_
11. Dwelling units(except Section12 $.4 efficient units) have one habitable room of 120 sq.
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 access openings as per Section 1249.EA-
14. An energy review has been submitted that meets the requirements of the International Energy
conservation code. /�1O�'50
EXTERIOR WALLS AND ROOFS
I Exterior Wall Vapor retarder Provided unless another approved means to avoid condensation and
leakage has been provided. X
2. Water resistant barrier shown on sheathing as pear Chapter 14.
I Masonry veneer xs flashed at bottom and has weep holes as per Section 1405-3.2r
4. Masonry veneer shall be mechanically attached as per Sectian 15. Stone Veneer is anchored as per Section 1405.6.
6. Sidings shall be applied as per Section 1405. X
7. Fire separation distance for combustible veneers(siding) meet that of Table 140 .2.1.2. )V
8. Balconies that protrude shall meet the requirement of 'Table 60 1 for floors. Ij/� /
9. Mesal Composite Materials(MCM) shall meet the requirements of Section 1 407. �,f�
1 0. Roof coverings meet the requirements of Table 15X5.1. X
11. Double underli
Y
ment is provided in as halt roofs with minimum mum slope of 2:12 up to and including
4:12 slope.
)Xf�
12. hn ice dam. rmembrane (one continuous sheet or two sheet cemented together) for all asphalt roofs i's
provided from the roof edge to 24" inside of the inside of the exterior wall. j�
13. Drniedge metal iq nrnVided n1rin _q11 rnrtf iz%rhyp �r
15. Built-up roofs meet the requirements of Section 15x7.1 U.
'1 6. single Ply Plastic Roofing meet requirements of Section an 1507.12 1507.13
2 an I14JI4
a
17. All other roofing types meet the requirements !
equ
ements of Section 1507. d1%�'
0 1 - -
18. Buildings With roof drains have drains designed and sized as peer UPS 1 105.0.
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1.
2.
Structural Usc Group (as per Table 1604.5)
Structural documents for light frame wood buildings as per chapter 23
loads,
class.
include floor roof and live
round snow load, basic wind speed-, wind exposure,, seismic design category and, site
�. All plans except as described iri # 1 above shall include the following:
a. Floor live load including any reductions. X
b. Roof live load as per Section 1607.11,
C. Roof Snow load. including the flat roo
f snow load, the snow exposure factor,
load 'importance factor and the thermal factor._,Y
the snow
�
9:> %+.
14.
Metal
roofq
meet
the.
re uirckmiantQ
of
qi�xr%flm r% 1
<A7 A .0 J�w
15. Built-up roofs meet the requirements of Section 15x7.1 U.
'1 6. single Ply Plastic Roofing meet requirements of Section an 1507.12 1507.13
2 an I14JI4
a
17. All other roofing types meet the requirements !
equ
ements of Section 1507. d1%�'
0 1 - -
18. Buildings With roof drains have drains designed and sized as peer UPS 1 105.0.
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1.
2.
Structural Usc Group (as per Table 1604.5)
Structural documents for light frame wood buildings as per chapter 23
loads,
class.
include floor roof and live
round snow load, basic wind speed-, wind exposure,, seismic design category and, site
�. All plans except as described iri # 1 above shall include the following:
a. Floor live load including any reductions. X
b. Roof live load as per Section 1607.11,
C. Roof Snow load. including the flat roo
f snow load, the snow exposure factor,
load 'importance factor and the thermal factor._,Y
the snow
5.
66
7.
d, Wind design data, including basic wind speed, wind importance factor with building
category, wind exposure,, applicable internal pressure coefficient and the design wind
pressure used for the design of components and cladding. .r
e. Earthquake design data including seismic importance factor, seismic use group, mapped
spectral response accelerations, site class, spectral response coefficients, seismic design
category, basic seismic -farce- resisting systems, design base shear, seismic response
co�ffcients, response modification factors and the, analysis procedure used
Flood zone is identiffled(if in flood pane see Section 1X43.1.6}�
Design of floor live loads in access of 50 lbs per sq, ft. also identify that, signs mush be posted as per
Section 1603.3., �i
Structural design calculations meeting the requirements of chapter 16 have been provided.
Architc tural, mechanical and electrical components meet the seismic requirements of Section
1+52 1.
8, Where special fabfication (usually steel) is performe off sight, the fabricator has provided a
certificate of compliance as per Section I704,2.2.
9. Special inspections are identified for melding. 1,1A
10. Special inspections are ideniif�ed for high strength bolting. P/
11. Special inspections are identified for concrete construction except as excluded by Section
1704.4.�7W
12. Special inspection are identified for masonry as per Section 1704.5.�
13. Special inspections are identified. for fills greater than 12" deep where a load is applied. A//��
14. Special inspections are identified for all pier and pile foundati*ons.-&O-�_1
15. Special inspections are identified for sprayed on fire resistance applications. Ali16. Special inspections are identified for smoke control systems.
17. Qassurance plan for seismic resistance is provided (except for design light frame as per
chapter X348 or reinforced masonry less than 25 feet high)
18. Special inspections are provided for seismic farce resisting systems. 19. Structural bser-vations as pe
r Section 1709 are identified for structures 'in Seismic Use Groups II or
20. Truss Details provided or noted to be provided prior to frame inspection.
_A��
SOILS AND FOUNDATIONS
1.
Allowable sail foundation bearing pressure (as per "Table 1804.2). A--0-
2. A soil investigation is required per the requirements of Section 1802.2 where questionable sails
such as fill materials, organic soils, clays or questionable rock strata exist. Do any of these
conditions exist? Yes � No /k' If yes, are the necessary soil reports provided? Yes No
3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5°o fi r natural surfaces �
4- information provided as dear Section 18Q3.5 fox any structu�ra� fill.
5. Footings except for 1. story category 1 buildings no bigger than Opp sq. ft.) are 367-' below grade
for frost protection. �
€. Buildings on or adjacent to greater than 311 slopes meet requirements of Section 1.8053.....
7. Top of foundation is a minimum of 12" above the adjacent streetgutter � sunless a drainage path is.
identified and approved by the building official).
S. Footings designed so that the allowable bearing capacity of the soil as not exceeded.
9. Foundation meets the requirements of Section 1845.5 (including tables 18Q5.5_).
10. Except for Group R and U occupancies of light framed construction of seismic design D and less
than 3 stories in hieght, concrete is a minimum of 3D00 P.S.L.
� 1. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.50
WI_
12. Foundation ainage system or water -proofing (Section 1807.3) is provided where water table
warrants
13. Damproofing shown under slabs as per Sectio 1807.2. 1.�
1.4. Damproo1fing shown far foundation ,walls,
15. M*nmmum of 4" of gravel 'is shown under all slabs. /L
16. Foundation d n is installed. (except in well -drained gravel areas) as per Section I507.4.2 and
18 Q 7.4.3.
17. Piles meed requirements of Section 1809, 1 1810 and 1811. _�
18. Piers are a minimum of Z' wide and meet requirements of 1 808.2. 3. and 1812.
CONCRETE and MASONRY
1. Construction documents show compressive strength of concrete, strength or grade of reinforcement
and the size and location of reinforcement.�'
2. Structures assigned to Seismic Design afiegory D contain a statement identifying if slab -on -grade is
designed as a structural diaphragm.
3. Concrete exposed to freezing weather has air entrainment as per fable 1904.2. 1 and meets the
requirements of Section 1904.2.2 and Tables 1904.2.2(l) and 1904.2.2(2).)K
4. Masonry canst�.i�t�on dacuments identi size, grade, hype and location of reinforcement, anchors
and wall ties as per Section 21 13. �
5. Masonry fireplaces have 12" thick footings that are d" wider than masonry.
b. Masonry fireplaces hav is inforcement and anchors as per Section 2111.
7. Masonry fireplaces m t e ' g uirements of Section 2111 and Table 2111. 1.
8. Masonry chimneys all et e irements of Section 2113.
WOOD
I . Truss drawings identify requirements as per Section 23D3.4. 1. il''
2. Joist layout plans are provided._ k Engineered products have computer layout.- Ir
3. Floor and roof sheathing meets requirements of Section 2304.7,k
4. Connections and fastening meet the requirements of Table 23D4.9. 1._k
�
5. Fasteners in preservative treated woad are hot -dipped zinc coated galvanized steel, stainless steel,
silicon bronze or copper.
6. Woad framing members above foundations are 8" (min.) above sail._
7. Diaphragms do not exceed the 4:1 radio for all edges blocked and 3 : �. far unbIock.ed
..rw
S. Shear wall aspect ratios meet the requirements of Table 23x5.3.3. �C
9. Shear wall design meets requirements of Section 2305.3. �
GLAZING
1. Glazing in pool, sauna, hot tub, steam room, bathtub or sh er enclosures {unless over 60" above
standing surface} is safety glazing as per Section 2406..
2. Glazing within 24" of door (unless over 60" above standing surface) is safety glazing as per Section
2406-m�
3. Glazing greater than 9 sq, ft., bottom below 18", tap above 3G" and 36" from waling surface is
safety glazing as per Section 24Q6. �C
4. Glazing in guards and rails is safety glazing asP er Section 24d6.
5. Glazing next to stairways, landing and ramps (unless over 60" above standing surface) is safety
glazing as per Section.2406.
MISC.
1 . Number of plumbing fixtures shall meet the requirements of Table 2902. 1.
2. Separate toilet facilities are provided for spaces with 16 or more employees, or combination of
employees and customers (except for mercantile occupanc with occupancy of 50 or
3. Public toilet facilities are provided as per Secfion 2902.6.
4. Elevators meet the requirements of Chapter 30.
Ao
5. Pedestrianwalkways meet the requirements of Sect
ion 3104.016w
6. Awnings and canopies meet the requirements of Section 3 105.
7. Marquees meet the requirements of Section 3106.%
8. Swi'mmi'ng pool enclosures and safety devices meet the requirements of ection 3109.
9. Protection for pedestrians mets the requirements of Section 3 3 D6.
10. Existing structures meet the requirements of Chapter 34.,