HomeMy WebLinkAboutCHECKLIST - 05-00305 - Mountain ArcheryG
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Plan Checklist for the 2003 International Building Code
Name of Project-
USE
AND OCCUPANCY
I.
2.
3.
3.
4.
Classification as per Sections 302.1 & 30)33 312
Incidental use arias see Table 3 02. 1. 1
Identify if mixed occupancy exists, Yes or No
Accessory Space (l.0% or ender) -
If no then ship 93 below.
Nonseparated Mixed occupancy as per Section 3 02.3XTdi
Separated Mixed occupancy as per Table 302.3.2ntxfy on plans Fire Barrier Walls and/or
Horizontal .Assemblies including the rating �
Tf Acc�mhly C)cclimneNT exi:c;tS_ is 1t 750 SCi_ f�. ax less as tier Section 303.1 or less than Sa occupants
11
L11.10.]villuw� vv�w�✓�++�,
� �. -� --
A
-- -1 1
as
ger
Section.3
03.
1.1
�
A
havered Malls, see Section 402. AA414 sei ySVc„tion X04. Underground Buildings see Section 405.
Motor Vehicle Occupancies,, see Se
Occupancies see Section 407. 1-3 Occupancies010, 40
see Section 408. Motion Picture Piec,s see Section 409. Mages ani. riaiiorms see
section 410. Sxa1 Amusement i ng se S ion 411. Aircraft Related Occupancies see
seg Section 417. Orgamc Coating. see S
H-
T
ng xa�oms
S ectiar� 412. Combustible Storage Se � � e�tio� I . Hazardous Materials see Section 414. 0 0 N
coon 4l.$.
Oc�c��n�ncies see Section 4 15. Al n�#licio�. alari�mable Finishes see Section 416. llryi
HEIGHT AND AREA
L/-
1. Area., First Floor Second Floor Yi9- , Third Floor-
2.
Area meets requ�rements as per Table 503. (Basements need not be included as per Sectio
n
3.
4.
5.
6.
7.
503.1.1) Yes Na
Height meets Yequirements a ,47,7 s ner Table 503. Yep No
Buildings on same Lot? -
Ye Na If no Then skip �-5) below.
Regulated as Separate � ar Regul�.ted as one Building as peas Section 50."'. 1.3
Het'ght modified as per Section 5'04. Yes No � If yes, sprinklers are requir
ed.
Area modified as per Section 506. Yes No� If yes use the area provided below to
calculate increase.
Total Area Allowed after Increase Area Shown on Plans
S. Zero Lot Line Buildings see S tion 7a5. Four IVIezzanines
see Section SOS. Unlimited area
Buildings see Section 507..
i
Wj
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1.
z.
3.
4.,
5.
31
10.
11.
12.
13.
14.
15.
16.
19.
20.
21.
22.
23.
24.
IdentI*A-r the Type of Construction as peg Section 602 V.,13
check allowable material for Type I and II bulldlwys asper Section 643
Table 601 -- identify Bu*ld"ng Element Ratings (�
Table 602 -- Identify the Fire Resistance Ratings of Exterior Walls X
CheckOpernna i xferzor Walls for camliance with Table 704.8.(If sprinklered, see Section
P
704.8. 1
)
Projections meet re u��em.en�� of Sectionq 704.2
Check for window vertical exposure from roof below as per Section 704 . 1 0
Check that Parapets are not required as per Section 7 04. 11 Al CrILvV
Are Firewalls used or required.? Yes No- If no, slop # 10 below.
Check Fire all f Structural Stability Fire Resistance Rating as per Table 705.4
Made of nc u 'ble Materials(except Type V)
Horizontal Continuity Vertical
Continua ection to Exterior Walls as per Section 705.5.1 Extend to
Horizont r t' dements as per Section 705.5.2 Openings (no windows} as per
Section ? 5 heck that Penetrations meet requirements of Section 712 Ducts and
Air Tran. fer OpAings in Firewall meed requirements of Section 705.11.
Are Fire Barriers used or required? (as required by table 302.3.2} Yes No If no slop
#
12 below..
CheckFire arriers for structural stability as per Section 706.4.� Opni*nelimited to 25%
of wall. Maximum opening size of 120 sq. ft.(urfl ss rinklered heckq p ) that
Penetrations meet the requirements of lection i12. Ducts and Air Transfer Openings meet
the requirements of Section 712 and. 716.
Are Shaft Enclosures used or required? Yes No_ If no they ship # 14 below,
Sha -ft Enclosures meet the requirements of Section ?07. �
Are Firs Partitions used or required ? Yves No If no then skip # 16 below.
Check Fire Partitions for Structural, t " Avi-and Continuity as per Section 708.4. Dwelling
units that are sprinklered are allow d /2 orations versus I hr. Check that
Penetrations meet the requiremen f e n 712. Ducks and Air Transfer openings meet
the requirements of Section 712: nd 15.
Fire Rated Ceiling Panels meet requirements as per Section 711.3.1 . All Penetrations in Fire Resistive Walls and Horizontal Assembliesmeet-the requirements of
Section 7 1z. -N -a -7'4V
Fire Resistive faint Systems meet the requirements of lection 713,
Doors and Shutters in Fire Resistive Assemblies meet th,e requirements of Table 7 15.3.-&c-)--kg9
Fire Doors are Self Closing. p_�
Fire Windows or Gazing cc�fiforrri to Section 715.4 and Table 715.4.
circ and Smokc Darnpers conform with Sect -ion 716. /4)kV
Fire Blocking and Draft Stopping is provided as per Section 717,V J?frraft Stopping is not
required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not
required if in sprinlclered building with spriYa.klered concealed spaces}
25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803. AD
2G. Floor Finish meets requirements of Section 804,,��
FIRE PROTECTION SYSTEM
1. Is a Fire Protection System required for this building in order to meet area, height etc, requirements.?
z.
34,
Yes No ---Y If no skip #2 below.
List the type o system that is required
Other requirements requiring Fire Prot ctio Systems (check if needed):
Group A (As per Section 903.2.1)
Group E (Asper Section 903.2.2)
Group F- 1 (Asper Section 903.2.3)
Group H (As per Section 903.2.4)
Group I (Asper Section 903.2.5)_
Group M (As per Section 903.2.6)
Group R (As per Section 903.2.7)_
Group S- 1 (Asper Seefton 903.2.8)
Group S-2 (As per Section 903.2.9)
All Buildings except R-3 and U (As per Section 90 3.2. 10)._
Ducts conveying Hazardous Exhausts (Asper Section 903.2.12. 1)
Commercial Cooking Ope
TAI ations (As per Section 903.2.12.2)--/
Ac ner Tle 9(12 7 1 Z A1A _
.. .. n.�vi iµ�iv JVJLr1J jY[I� -•
4. If Sprinklers needed as identified in 93 list type of system required.
5. If Sprinklers required by any of the above; Are Monitors and Alan -ns provided as per Section
943.4 ?
-A69001
6. If an Altemative Automatic Fire Extinguishing System is identified, does I meet the requirements of
lection 904?—A/&
''F
7. Are Fire Alarms required as per Sections 907 or 908? Yes No >e if no then skip #8
below.
S. Do Alarms meet the requirements listed in Sections 907 or 908? 14o F
9. Is smoke control required? (as per Sections 402, 4Q4, 405 or 410) Yes No_A'If yes, see
Sections 909.
1+0. H Occupancies may require smoke and heat venin as per Sections 415.6 and 410.
1.0
MEANS OF EGRESS
1. Minimum1heght of 7'as per Section 1003.2.
2• Any protruding Objects meed the requirements of Section 1003J.
3. The occupant Load shown on plans.-AI&O'02
4. The occupant load as per calculated by Table 1004.1.2.
5. Occupant load hosted in every assembly occupancy as per Section 1004.3. *1k
6. Egress width is identified on plans.- k"
7. egress width zneets requirements as calculated per Fable 1X45.1. ;
S. Multiple means of egress sized so that the doss of any one means o -egress shall not seduce the
available egress capacity to less Than 50% of total required.
9. Door encrflachuncnt does not reduce the required egress width to fess than 50%'required.
10. Means of egress is 11luminated as per Section 1006., 10/
I I . Illuminati on emergency power is showy for means of egress as per Section 1006.3.
12. Anenclosed exit stairway �s shown. Yes No if no, skip 413, 414 and # 15 below.
01
13. Enclosed stairway has an area of refuge(as, per Section 1007-6) oris sPnnklered.-
14. Area of refuge has 2 -way Ommundcations, instructions and is identified as per Sections 1007-6.3,
1007.6.4 and 1447.6,5. 1. k
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 whexe servingS or more persons or in a H occupancy. )r17. Specialty doors meet the requirements of 1008 - 1 .3 4
18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008. 1.5.JVVItV
19. Thresholds are identified as a maximum of V2" high, for swing doors and3/4" for sliding doors as per
Section 1008-1.6.
20., Space betvveen two doors is less than 48 "(except R2&R3 non Type A units).
21. Locks and latches meet requirements of 1008.1.8. �
22. Panic hardware i's shovNm at required locations (Section 10 0 8. 1. 9).-
23. Does a stairway exist. Yes No If no, skip #24 thru #28.
24. Stairway doors do not open over stairs,k1D
25. Stairways are a minimum of 44" w de(except where occupant load is 50 or fess or as per Section
100-9. 1). >(
26. Maximum riser is 7 inches and minimum head is I I inches.�j�p
27. A landing is provided at the top and bottom of each stairway.
28. Maximum vertical rise without a landing is 12'. 0V )Tk
29. Handrails are identified that meet the requirements of Section 1009.11. 1'
30. Handrails return to wall,, etc. or are continuous to next stain handrails P
31, elevation change of over 1/20 is designed as a ramp as per Section 1010 --ti
.
32. Exit sins are identified when over 2 doors are required for exiting. V
33. Exit signs are spaced no more than 100' apart or to the door. X
34. 42" guardrails are shown wherever a walking surface is over 30" above grade. AKLIev
3 5. Any rood mechanical equipment within 10' from edgy has a guardrail shown.��
36. Egress does not pass through intervenin spaces unless the space is accessory to the area served and
the intervening spare is not hazardous..
3?. If multiple tenant spaces exisi, egress from any one does not pass through another.
38. Length of egress travel does not surpass requirements as per Section 1013.3. aC'
39. Required egress aisle adjacent to tables, shall comply with Section 1013.4.2. XJIA.
40. Spaces with one means of egress meed the following maximum occupancy loads. V
a. Occupancy A,B,E,F,M & U - 5 U occ.
b. Occupancy
H- 1,
H-2,
& H-3
-
3 occ.
C. Occupancy
H-4.,,
H-5,
I- 1, I-3,
I-4,& R - 10 occ.
d. Occupancy S - 30 occ.
41 . Where two or more exits are required, they are a minimum of 1�z the diagonal distance of the space
served apart or where the space i's served by an automatic sprinkler system, the distance is I/3.
42. If boiler oar VO
furnace rooms over Sao sq. ft. �vith btus over 4��,�04, �wv exits are provided,, 4
2
43. Refrigeration machinery rooms and refrigerated rooms over 1000 sq. ft, have two exits.,,,
xits. V
44. Stage means of egress comply with Section 1x].4.6,
�)//1- ------
4 . Ex it Access travel distance meets requirements of Table 10 15. 1. i<0'
4G. Extcrior exzt al
canies constructed in accordance with Sect -Ion 1015.1 .ave 10d' added to their travel
distance. N k
47. Com'dors are rated as per Table 10 16. 1.
4 S. Corridor widths rneei requirements of Section 10 I 6.2.
49. Con1dor dead ends are fess tan 2D' or 50' for sprinklered occupancies B and F. ,
50. Corridor not used as plenum unless in a tenant spare of less than 1000 sq. ft,
S l.. The mxnamum number of exits for occupant load meets the fallowing:_
1-500 requires 2 exits
501 -1 000 requires 3 exits
More than 1000. requires 4 exits
I
4"N
ig
52. Bw*1di`ngs with one exit meet the requirements of Section and Table 10 18 .
1)/-
53. Interior stairwells required as a means of egress meed the requirements of Section 1019.
S4. Space under stains is identiffied as I -hour rated. Af9leV
5 5. Exterior ramps or stairs are open ori one side and have a minimum of .3`5 sq, ft. of open space not less
than 42" above any floor level.-
56.
Exterior ramps and stairways are protected from the inside of building as per Section 1022.6.
57. Exterior balconies, stairways and ramps are over 10 " from/lot lines and other buildi*ngs on the lot.
5$. Egress courts meet the requirements of Section 1023.51)//
5 9. Assembly occupancies meed the requirements of Section 1 024.�[I��.
60. Window egress or better is provided in every sleeping roam and anybasement.habitable r
61. Vestibule 'is provided as per S.ection 802.3.6 of the Intemational energy Conservation Code.
ACCESSIBLITY
1.
3.
4.
5.
6.
7 JP
0
PJ
10.
IL
12.
13.
14.
15.
16.
17.
18.
19.
20.
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). to
In addition to the required accessible entrances, 50% of all public entrances are accessible._
Accessible parking is provided as per Table 1106. L ?G
10% of hospital out patient parking is accessible and 20% of rehab or physical therapy.A4
Van spaces are provided. (one out of six and any portion) --K.
__
Accessible parking is rovide�d on shortest route from accessible parking to the accessible
building entrance.
Group I occupancies meet accessibility requirements as set forth in Section 1107. S -
Group R- 1 occupancies meet the requirements of Section I 1 7.6 and Table I 10 7.6. 1. 1.
Where 4 or more apartment units, one bevel town homes or condos are located in one structure,
all units are designe Type B units as per ICC/ANSI 117.1 unless an a upper level without
elevator service.
Where more than 20 apartment unit, one level down homes or condos are located in a project, 2%
but not less than one are designed as Type A snits as per ICGI,A.NSI 117. 1.E
Wheelchair spaces hand companion seats per Section 1108.2.5) are provdedinAssemblvi
Occupancies as per Table 110$.2.2.1
Assistive listening systems are provided in Assembly occupancies where audible
communications are integral to the use of the space.
Any Assembly occupancy performance area has an accessible route s per Sec�:ion 1 1 0$.2�'�
Any dining area in an Assembly Occupancyis fully accessible.
Self service storage facilities shad provide accessible spaces as per Section 1108.3,�_ �,�?-
Toilet and bathing facilities are accessible(u.nless in a private office)as per ectior� 1109 .2.
Unisex toilets and bathing rooms are supplied as per Section 1109.2.
Where sinks are provided, 5%, but not less thaii I 1*s accessible,_'v �
Where, a kitchen or kitchenette is provided,, it is accessible (unless in Tyke B dwelling).4
storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8* �
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
I . Attic ventilation exists that is 11150 of the floor space or 1/300 with vapor barrier.
2. 50% of the attic ventilation is 3 ft. above eaves.
-I" 1%
3. Cra-wl space ventilation complies With Section 1.2x3.3.
4. Natural ventilation (windows, doors- louvers etc,)is a rni.nimum of 4% of floor space.T347tb
9
a
5. Interior spaces that do not have openings directly to outside meet requirements of Section
12D3.4.1. X
6. Bathrooms containing bathtubs, showers ars as are mechanically vented.,/� i�'
7. Natural or Artificial light i's provided that meets the require,, encs of Section 1205.
S. Courts shall meet the requirements of Section 1206.3.
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. Al
11. Dwelling units(except Section 1208.4 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`1 IP >''
13.
Attics and crawl spaces have access openings as per Section 1209._,)L_
14. An energy review has been submitted .hat meets the requirements of the International Energy
conservation code. 11 D -TW
0
EXTERIOR WALLS AND ROOFS
1. Exterior Wall Vapor retarder provided urdess another approved means to avoid condensation anti
leakagehas been provided.- X
2. Water resistant barrier shown on sheathing ing as per Section 1402.2.
.316 Masozlry veneer i's flashed at bottom and has weep holes, X
4. Masonry veneer shall be mechanically attached asyer Section 1405.5.
5. Stone Veneer is anchored as per Section 1405.6. �'
6. Sidings shall be applied as per Section 14Q5,-'�'
I. r RC, Nupant ion clis Lance
ior comoustiole
Lyse Group
veneers(siding) meet that of Tab e
1 4062.1.2. 000,F
2.
Structural
documents
for
�. �i wa piuE�-uuc snan meet me requirement ot I able bU1 tor floaxs./-r--
9. Metal Compositem shall meet the requirements of Section. 1407.
10. Roof coverings meet the requirements of Table 1545.1. )(
j
I 1. Double under wmint is provided ire asphalt roofs With minimum slope of 2: 1 2 up to and includ ng a
4:12 slope.
12. A.n ice dam membrane (one continuous sheet or two sheet cemented together) f, all asphalt roofs-, is
fromthe roof edge to 24" inside of the i ide of the exterior w- alt, 7/kproUided
i-j.grip eoge metal is provided along all roof edge"A,
1 4. Metal roofs meet the requirements of Section 1 5b7.416
1 5. Built-up roofs meet the requirements of Section 1 507. 100
� ,��
1 6. Single Ply Plastic Roofing meet requirements of Section 1 507. 1 2a d
17. All other roofing types meet the requirements of Section 1 507. 7;-
1 8. Buildings with roof drains have drains designed and sized as per UPC
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
I
Structural
Lyse Group
(as.
per Table 1604.S)_
2.
Structural
documents
for
.M&
light frame wood bui
3.
loads, ground snow load, basic wind speed.,
class.
1507.13.
1105.09 �, 4f 14e
ings as per chapter, 23 include floor roof and live
wind exposure, seismic smic design category and site
All plans except as described in 41 above shall include the follo iPwing:
a. Floor live load including any red-uctions#
b. Roof live load as per Section 1607. 1 1
C. Roof Snow load, including the flat roof snow load, the snow exposure factor,
load importance factor and the thermal factox
the snow
d. mind design data, including basic wind speed, wind importanc,e factor -With building
caiegory, wind exposure, applicable internal pressure coefficient and the design Wind
pressure used for the design of components and cladding. �()
e. Earthquake design data including seis�nzc importance factor, seismic use group, mapped
spectral response accelerations,, site class, spectral response coefficients, seismic design
category, basic seismic -force -resisting systems, design base shear, seismic response
Goeff]C1ent5'
response adification factors and the sis rocedure used.
4. Flood zone is identified(if in flofld zone see Section 1603.1.6)7.
p
S. Design. of floor live)oads 3n access of 50 lbs per sq, ft, also identify that signs must be pasted as per
S action 1603 . 3. / 1A4,
6. Structural design calculations meeting the requirements of chapter 16 have been provided.
7. Architectural, mechanical and electrical components meet the sersmuc requirements of Section
1X2 1. �
S. Where special fabrication (usually steel) is. performed -,off sight, the fabricator his provided a
certificate of compliance as per Section 1704.2.2.
9. Special inspections are identiffied for welding.
10. 5inspections are identified dor high strength boltinWjIJ
1 I . Special ins +actions are identified for concrete eanstructzan except as excluded by Section
1704.4.
12. Special Mspection are "Identified for masonry as per Section 1704.5.
13. Special inspections are identified for fills greater than l2" deep where a oad is applied. 4
14. Sinspections are identified for all pier and pile foundations. 15. Special inspections are identified for sprayed on fire resxstance ap licatxons./;`�/`�"L
16. Special inspections are identified for smoke conical systems.
17. Quality assurance pian for seismic resistance is provided (cite t for design light frame as per
chapter 2308 or reinforced masonry less than 25 feet high)
18. Special inspections are provided for seismic farce resisting systems.
19. Structural observations as per Section 17,09 are identified for structures i -inn seismic Use Groups 11 or
2U. Truss Details provided or noted to be provided prior to frame inspection. "'ICV
SOILS AND FOUNDATIONS
1.
z.
34
4.
S.
6.
7.
0
9.
10.
Allowably
A soil inve
such as fillj
conditions l
dation bearing pressure has per Table 18D4.2). �
's required per the requirements of Section 1802.2 where questi"onable soils
gan c sons, clays or. D
questionable rock strata existo any of these
,s No If ves, are the necessary soil renoris nrnvirlp,0 N oq Nn
Grading i a minimum of 2% for concrete or asphalt surfaces o� 5% f � natural surfa.ces.�lj�tt�j
Information pravid�d �.s p r Section 1803.5 for any structural fill.. �
Footings (except for 1 ry category 1 buildings no bigger than 40D sq. ft.) are 36"' below grade
for frost protection,
Buildings on or adjacent to greater than 3/I slopes meet requirements of Section 1845.3. Ai
Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is
'Identified and approved by the building official).M14V
Footings designed so that the allowable bearing capacity of the sail is not exceeded. X
Foundation meets the requirements of Section 1805.5 (including tables 1805.'
j.
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 3000 n.s.i.. X
� 1. Regaining walls are designed with a lateral sliding and overturning factor of safety of 1. 5.
12. Foundation dTmage system or water -proofing (Section 1807..'3) is provided where water table
waffants, A0 /low
13.
14.
15.
1,60
17.
18.
'
Damproofing shown under slabs as per Sectio 1807.2.
Damproo��ng shown for foundation walls',
Mini -mum of 4" of gravel is shown under al -I slabs. Y
Foundation dra'n is 'Installed (except in -well-drained gravel areas) as per Section ISO
18 0 7.43.
a, ir
D a � nnn � nnn ni n , n, , ,►%//f�
7.4.2 and
_L U�5 njc,�UL IC4URCHICIRS 0i. i')ecilon i zsus, 16U9, ism and i m i ./1�/�
Piers are ami-nimum of Z' wide and meet requirements of 1808.2.23. and 1 812, 04�1
CONCRETE and MASONRY
� . Construction documents show compressive sire of concrete, strength or grade of reinforcement
and the size and location of reinforcement.
2. Structures assigned to Seismic Design Cagory D contain a statement identifying if slab -on -grade is
designed as a structural diaphragm,
3. Concrete exposed tea freezing weather has air entrainment as per Table 190t4.2,., and meets the
0' C4
requirements oi �ection 1904.2.2 and Tables I904.Z.2(1}and 1904.2.2(2).
4. Masonry construction documents identi size, grade, type and location of reinforcement, anchors
and wall times as per S cti n 2 1 0 1.3. 7V
5. Masonry f replac s h v mIjumum 12" thick footings that are 6" wider than masonry.
6. Masonry firepia S S .1 rnic reinforcement and anchors as per Section 2 1 1 1.
7. Masonry firepla et requirements of Section 2111 and Table 2111. 1
S. Masonry chi y S al �ei requirements of Section 21 13,
W�b
1. Truss drawings identify requirements as per Section 2303.4.1. �°�
2. Joist layout plans are provided. Engineered products have computer layoutAL4
n
Floor and roof sheathing meets requirements of Section 2304.7.
4. Connections and. fastening meet the requirements of Table 2 304.9.1.
S. Fasteners in preservative treated wood are hot -dipped zinc coated galvanized steel, stainless steel,
silicon bronze or copper. 01*
6. Wood framing members above foundations are 8" (min.) above soil.NOA:V
7. Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3 :1 for unblocked. �'
8. Shear wall aspect ratios meet the requirements of Table 2305.3.3.
9. Shear wall design meets requirements of 5eeiian 2305.3.x -
GLAZING
2.
do
Glazing in pool, sauna, hot tub, steam room, bathtub or shower enclosures (unless over 60" above
standing surface) is safety glaz�gnas per, Section 246044-
�—
Glazing watlun 24" of door (unless over 60"'above standing surface) is safet3Lj as per lazin
LJ P 'Section
24Q6.
C azing greater than 9 sq. ft., bottom be ow 1 $", top above 3 6" and 3 6" from walking surface iS
safety gla.zing as per Section 2406.J IV..,
I 111V
4.1 Glazing rn guards and ralals is s
5. Glazing next to stairways, land
do
glazing as per Section 2406, A
afetg ncy as per Section 2406,,�-
iys
and ramps (unless over 60" above standing surface) is safety
r
MISC.
it
26
I.
4.
5.
6*
7.
I I
1�Table
Number of plumbingfixtures shall meet the requirements oi 2902. 1. %o'ol
v
Separate toilet facilities are, provided for spaces with 1 6 or more employees, or combination of
employees and customers (except for mercantile occupancy Nvith occupancy of 50 or less). °ate
Public toilei facilities are provided as per Section 2902.6. >(
Elevators meet the requirements of Chapter 30. }DI�fo
Pedesirian walkways meet the requirements of Section 3104.
Awnings and canopies meet the requirements of Section 3105.—'<
Marquees meet the requirements of Section 3 1 06.
Swimming pool enclosures and safety devices meet the requirements ,o
Protection. for Pedestrians meets the requirements of Section- 3306.
I U
- Exisixng structures meet the requirements of Chapter 34-A14
Section 3109.__�-