HomeMy WebLinkAboutCHECKLIST - 05-00295 - Design Intelligence - New BuildingPlan Checklist for the 2003 International Building Code
Name of Project:
TEsl&�6i Z�L� / L 0/)WL3 OS OD 2
USE AND OCCUPANCY
1. Classification as per Sections 302.1 & 303 thru 312 13
2.
3.
3.
Incidental use areas see Table 3 02. I.1 N OT
Identify if meed occupancy exists. Yes or NQ If no thein skip 43 below.
Accessory Space (10% or under)
NonseDarated MixedOx.
cy as. per Section 342.3.1
Separated Mixed c cy as per Table 302-3.2 Identify on plans Fire Barrier Walls and/or
Horizontal As0
e � cluding the rating
If Assembly ancy exists, is it 7Sft.Q sq. or fess as per Section 3 U3. 1 or less than 5 0 occupantsas per Sectio.�T:1
4. Covered Malls,, see
Motor Vehicle .0cc
gee Section 408., Nt
section 410. Spec a a
Section 412. Co h
occupancies see
see Section 41T
HEIGHT AND AREA
yee o 4U2. Atriums see .Section 404, Underground Buildings see Section 405.1
P a c' s, see Section 406, I-2 Occupancies see Section 407. I-3 Occupancies
'tine Pro"ectimon Roams sec Section 409. Stages and Platforms see
u merit Buildings see Section. 411. Aircraft Related Occupancies see
t 1 orage see Section 413. hazardous M....a rials see Section 414. 14.
Sect in 5. Application of Flammable Fzn sties see Section 416. Drying Rooms
erg ic- Coatings see Section 4,18.
1.
Area, First Floor 3 /-/% ,Second Floor
2. Area meets requireme�.ts as per Table 503.(Basements need ���rd Floor
Sa3.1.1} Yes � Nonot be included as peg Section
3. Height rneets requirements as per Table 503. yep No
4• Buildings on same Lot? des No_)C_ If no then skip #5 below.
5. Regulated as Separate or Regulated as one Building as per Sect"Ion 503.1.3
�G
6. Height modified as per Section 544. Yes No �' If Yes, sprinklers are required.
7. Area modified as per Section 506. `des NO-)-( If yes use the area provided below to
calculate increase,
Total Ares. Allowed after Increase
�.
Zero Lot Line Buildings see Se
Btdidings see Section SOT. 1//
Area shown on Plans
tion 705- For Mezzanines see Secti()-ti 505. UEdimited Area
9
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
1 1.
14.
15.
16.
Identify the Ty -pe of Construction as per Section 6D2
�necx aiiowanie material for Type I and II buildingr
as per Section 603 1
Table 601 - Identify Building Element Ratings /V
Table 602 - Identify the Fire Resistance Ratings of Exterior Walls .
Check Openings in Exterior Walls for compliance 'With Table 704.8.(If sprinklered, see Section
inn a i� v
Projections meed requirements at' Section 7x4.2Check fog �-indow verticalexposure fr000f bclow as per Section ?04.10Check that Farapets are not xequired asp Section 7+D4.1 1. '�'Ari Firewalls used or requ�.red`? Ye� No � ��no, s1��p#�+D belaw.
Check Firew��s a tructural Siabilityr Fire Resistance R�.ting as per Table 7+D5.4�1/�A[iP of �Tn r. 1�, ,�,�-:]�.T„ �t fr--
�1��� j�.�d�G�-1�5�excep€ i ype v) Hor,
zt�ntal Con�tinuity Veztical
�.,Ul��uxuILy ection to Exterior Walls as per Section 705.5,1 Extend to
Horizontal r 'e ti emenis as per Section 7x5.5.2 OPenings (no windows) as per
Section 7� _ R �tpo.� flint ARt7i�%rn�-y r. v. r. ......-...a. '_- r `- - - - . r -.
- - -- �.�....Y� 4A1LLC � ux�,,«a�;Ull, 0 111CGt r�c�u�xements of ��ction 712 Ducts and
Air Tr��c�'or �r.r..w....,.-r. T _'_------ - 17
11;x 11 �X 0��1 �,�,����il�� u1 r lrevvail meet req�.lremen�s of Section
Are Fire B ' e s d u-1 required? has xequired by fable 302-3.2) des
h12 below777rlk,
No If no skip
Check Fir6 ' r for structural stability as per Section 706.4. �' Openin.gs limited to 25°/fl
of Wallsum apeni�g size off' 124 sq. ft. (unless spry ere) check that
Penetr io quirementsof Section 712 ets and Air Transfer Openings meet
the requireme so Section 712 and 716. r
ffl�
Are Shaft Enclosures used or required? Yes No � If no then skip # 14 below.
Shaft Enclosures meet the requirements of Section 7071,�
Are Fire Partitions used or required? YesNo k If no then skip # 16 below.
Check Fire xteons for Structural Stability and Continuity as per Section 708.4. Dwellingunsts that are r exed axe allowed V2 fir. separat�ons versus Ihr. Check that
penetrations t e r c�uiremenis of Section 712 .� Ducts and ��r �'rans�er Qper�ings meet
the require ent ection 7I2 and 716.
17. Fire Rated eiling Panels meet requirements as per Section 711.3.1.
18. AIS Penetrations in F'1b &
ire Resistive
Section 712. 'L�Valls and Horizontal Assemblies meed the requirements of
19. Fire Resist�ve Jo1nt Systems meet the requirements of S �ctian 71�.
2Q. Doors and Shutters In Fire Res'
stive Assemblies meet the requirements of Table, 715.3. Ia
7VO
21. Fire Doors are Self Clos"ng.-
2Z. Fire Windows or Glazing conform to Section 715.4 and Table 715.4.,-&
23. Fire and Smoke Dampers conform with Section 716,�_
24. Fire Blocking and Draft Stopping is provided as per Section 7171Pr�,ft Stoppingis not
required at partition Ione in dwelling units with combined space ofless than 3000 Sq. Ft and nod
requsred zf rn sprjnk�ered building with spr�x�k�er�d concealed spaces}
25• Wa�.l and Ceiling Finishes meet the requirements of Table 803.5 and Section 803.Vli�V
26. Floor Finish meets requirements of Section 804._,,
a
FIRE PROTECTION SYSTEM
1.
2.
3.
4.
5.
6.
Is a Fire Protection System required for this building in aider to meet aria, height etc
Yes No If no skip 42 below. requirements`�
Lisp the type of system that is required
f
V Lt14A 1 uCluite-menzs requxn g fire�Pyrn A f A 0 . ^, .6 "E'r�tection. System, check if needed}:
U tT 3 C of
Uon J
Group E (As per Section
group F - I AAs per Sectin C
Group H AAs per Sectio 9(
Group I AAs per Sectio go...
Group M (As per Sectn 9(
Group R AAs peg Secfion 90
IN
Group S-1 (As per SeJ W - - /ction 901.20�)
Group S-2 (As per Sa
tion 903.2.9)
All. BuHdings except R-3 and U (As per Section 903.2. 10)
Ducts conveyCommercialconveying Hazardous Exhausts (As per Seetion 903.2.12. 1)-
Cooking Operat'
ons AAs per Section 903.2.12.2) ,41/
o,P sccup
per i ableAlan-ns
is 903.2.13 �(
V/a S W
prinklers
7needed"as
id��Section�
identifiedtha
ib 343 i907
tlist htypeNo
907e1005.1,
1003.3
system �e1006.3. 410.0
Sprinklerirequired yrequired.
anthe 1003.2.,abov
Are irMonitors
and �vprovided rper 1,007-6.3,
cAlaSection
903.4?
�iAltemative9 JJJ aticutomatic Fire Extinguisbing System iiidentified, does meet not reduce
theeits of
Sectignreou-
of
's _Ofin-n 944?
0(1,49
7. Are Fire required as per Sections or 9�8? Yep N
below.
8. Do Alarms meet the requirements listed i� or 908?
9. Is smoke control required?�as per Sections 4a2, 4�4, 4�5 or 410) es
�ec��ons
10. H ancies may require smoke and head vends as per Sections 415.6 and /�,�
if no then ���p #8
No—V
If yes, see
MEANS OF EGRESS
� .
Minimum height of per ��
2. Any protruding objects meet the requirements of Section .
3. Tie occupant load shown �n �
4. Tie occupant load as per calculated y "bie �
5. �c�upan� load posted zn every assembl occupancy as per
6- Egress width on plans. � V4�)
"
7.Egress width meets requirements as calculated per Table �
8. Multiple means of egress sized so i the ass of any one means of egress shall nat reduce the
available egress capacity to fess than of total requ�x�d.
9. Door encroachment does not reduce the required egress width to less than 50°/Q required.
10. Nof egress 1s illuminated as per Secf�on
1 � . Illu�x�.ination emergency power shown for means of egress as per
1.2. Ari enclosed exit stairway is shown.. Yes � if no, slop , #14 and #1 S below.
13. Encloscd stairway hay an area of refuge�as per Section a� is �prinl�lered.
14. Area of refuge bias c munication�,�nsiruetians and i
s xden�fied as per
1007.6.4 and �� h.
Fi
15. Door clear Widths are a minimum of 32". Except as allowed by except of Section 10 8 61.1 olve
1G. Doors stiving in the direction of travel where sewing 50 or more persons or in a H occuparzcy. �
17. Spe-cialtydoom meet the requirements of 1008.1.3.
1
18. All egress doors have a handing on bot. sides as per Sections 1008. 1.4 and 1008. 1.5, �'
19.'Thresholds are identified as a maximum of'l�" Hugh, for swaa.ng doors and -/4" f
or sliding doors as per
Section 1008.1-6. )('
2D. Space between two doar� is Less than 4S"(except R.2&R3 non Type A units).IV
21. Locks and latches meet requirements of 1008.1.8. V
22. Panic hardware is shown at re uired locations (Section 1008. 1.9).
23. Does a stairway exist. Yes No If no ski #24 thra #28.
24.. Stairway doors da not open over stazrs.
,N<,
25. Stainvayse am' "mum of 44" wide(except where occupant load is 50 or less or as per Section
1009. 1�C
26. Maximum riser is 7 inches and minimum tread is I I inches.
V�
27. A landing is provided at the top and bottom of eachirway. �
28. Maximum vertical rise without a handing is 12'. �Jy
29. Handrails are identified that meet the requirements of Section 1009.11.�
30. Handrails return to walI, etc, or are continuous to newt stair handrails )G''
3 1. Elevation charge of over 1/20 is designed as a ramp as per Section � 0 10 ,
32. Ex. �t signs are identifzed schen over 2 doors are required for exiti
3 3. Exit signs are spaced no more than 100' apart or to the doer. AIIV---
34. 42"' guardrails are shown whenever a walking surface is over 3 Q" above grade.
3 5. Any roof mechanical equipment within 10' from edge has a guard.rail shaven.
� 6. Egress does not Y -//l
pass Through �n�te�vening spaces unless the space is accessary to the area served and
the intervening space is not hazardous. X
3 7. If multiple tenant spaces exist, egress frorn any one does not pass through another.
--Z
3 8. Lengqh of egress travel does not surpass requirements as per; Section 10 13.3. �'
39. Required egress aisle adjacent to tables shad comply with Section 10 13 .4.2. X
40. Spaces with one means of egress meet the following maximurx�. occupancy loads: ��
a. occupancy A,B,E,F,M & U - 54 occ. � � �'�
b. (occupancy H-1, H-2, & H-3 -- 3 oce.
C. Occupancy H-4, H-5� I. 1 � 1.3� 14� & R - 10 ace.
d. occupancy S -- 30 oec.
41. VVhere two or more exits are required, they are a minimum of V2the diagonal distance vfthe spaa
served apart car where the space is served by an automatic spunkier system, the distance is 1/3.
42. If boiler or furnace rooms over 540 sq. ft. nth btus over 400,00.0, two exits are provided.
4 3. Refrigeration machinery rooms and refrigerated rooms oyer 1040 sq. Ft. have two �x�is, J?44. Sage means of egress com.piy with Section 10 1 4.6.
45, Ex*i Access travel distance meets requirements of Tabl. e 10 15. 1. �
46. Exterior exi balconies constructed �n accordance with Section �. �I j.1 have 10, Q'
distance.
4'7Corridors- are raid as per Table 10 16. I .�
4 8. Corridor widths meet requirements of Section 10 16.2.
fly
49. Corridor dead ends are less tin 2W or 50' for spxinklered Occupancies B and F.
SQ. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft
5 1. The minimum number of exits for occupant load meets the following,, .........
1 -Shn Y'Pn171"
rwe 7 -,q, +n
1
5 0 1-14
00
requires
3
ex 'its
More than, 1000 requires 4 exits
added to their travel
IF
ff-
52. Buildings with one exit zx�eei the requ�rement� of Section and Table 10 18.x.) I
53. Intex�or �tainvells required as a means of egress meet the requirements of Section 101,9. >
54, Space under stairs is identified as 1 -hour raced. Mgt�
55. Exterior rams or stairs are open o one gide and have a rninimum of 35 sq. ft. of open space not less
than 42" above any floor level. 7,
56. Exterior ramps and stairways are protected From the inside of building as per Section 1022.6.
57. Exterior balconiesstairway's and ramps are oyer jok courts l lines and other bwildir�gs on the
5$. Egress cou�s meet the �requaremenis of S�ct�an � 023.5. /
u
59. Assembly occupancies meet the requirements of Section 1024.
!
60. Window egress a� better g�' �s �ravided 1n every sleeping room and an habitable basement.,�)/X
61. Vestibule is proti-ided as per Sectio. 8 2.3.6 of the Intemational Energy y Conservation Code._ -A
ACCESSIBLITY
1.
2.
3.
4.
5.
6.
9.
An accessible route connects all accessible buildings., accessible facilities., accessible elements,
accessible spaces and the, public right -of way(except as excepted by Section 1104). X
In addition to the required accessible enhances, 50% of all public entrances ars accessible.
Accessible parking is provided as per Table 1106, X
10% of hospital out patient parking is accessible and 20v/o of rehab or physical therapy.�/�
Van spaces are provided.(one out of six and any P ortzon} �
Accessible parking is provided on shorten roue from accessible parking to the accessible
build*
ing entrance,,i,�
Group I occupancie et accessibility requirements as set forth in Section 1107.5.
Group R- 1 occ a ci s eet the requirements of Section � 1X7.6 and Table 1107.6. I I .
Where 4 or r�zo a nt units, one level town homes or condos are located in one structure,
all units are d x �� a hype B units as per 1CC/ANS1 117.1 unless on a upper level without
elevator serve e. I
10. Where more than 20 &a#tm
but not less than one �
11. wheelchair spaces
Occupancies asp r T
12. A�isteni sy to
13.
14.
communicatian e
Any Assembly c u
deli
N
F
unit, one level :own hones or condos are located in a proj'ect, 2%
was Type A units as per ICC/ANSI 117 *1
.
17Panion seat as peer Section 1108.2.5) are provided in Assembly
,14 05.2.2.I.
is
provided in Assembly occupancies urhere audible
rthe use of the spa.ce.
Y. once area has an accessible route as per �eciion 1 I f�$.2.8.
AriV dln�n� arP,b _
--�---a �..7... � A�;y vUuupc�.i1Vy �.S Ti�.�ly aCCeSS1kJie.
15. Self service sto e itxes shall provide accessible spaces as per Section 1108.3.
16. Toilet and bath'my facilities are accesszble(unless in a private off ce)as per �ection 1109.2
,
17. Unisex toilets and bathing ronm q �r� c, ��►�,I; PA � c „A,. Q �,.+; ..�. , , �,n �, , � � I�,
- - Ivy z I •�,�
where sinks are provided, 5%, bull naf less than I is accessible.
Whexe a kitchen, or kitchenette is provided.,, it is acccssible(unless in Type B dwelfing'),Storage cabinets, locke�-s, etc. one of each type Section
is accessible a� per .. �lL
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1. Affic ventilation exists that is 1/150 of the floor spice or 113a0 with vapor barrier.
2• 50% of the attic ventilation is 3 ft. above eaves. �
3. Crawl space ventilation complies with Section 1203.3.
4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space. IV�4:V
5. Interior spaces that do not have opemngs directly to outside. meet requirements of Section
1lfl'}
4. 1. A
6. Bathrooms contaira"n
g bathtubs, showers or spas are mechanically vented AJJA
,�-
Natural or Artif ciao light is Provided that oaf
F, the requmencs of Section 1 205.,
Courts shall meet the requirements of Section 1 206..'_3
Dwellings party walls and floors meet the requirements of Section1 207.
All habitable rooms shall be a minimum of )7" W11de and a minimum of 70 sq. ft
in area.
-
Dwelling units(excet Section 120$.4fpefficient units) have one habitable room of 120 sq., ft.71
All ceilings are a Minimum
of 7'6" with no more than 1/3 at 7'0"•�..
Attics and crawl spaces have access openinas as per Section �249.XZ:�' --
Agri energy review has been submitted that meets the requirements of the International �nexgy
conservation code. X
EXTERIOR WALLS AND ROOFS
1 . Exterior Wall Vapor retarder r vided unless another approved means to avoid condensation and.
leakage has been provided.
2. Water resistant barrier shown on sheathing as per Section 140-2.2.
3. Masonry veneer is. flashed at bottom and has weep holes. )c
4. Masonry veneer shall be mechanically attached as per Section 1405.5.
5. Stone Veneer is anchored as per Section 1 405-6. � - .i
6. Sidings shall be applied as per Section 1 405. X
7. Fire separation distance for combustible veneers ('s 1* ding) meet that of Table 140 .2. 1.2. ,�
S. Balconies that protrude shall meet the requirement of Table {01 for floors.
9. Metal Composite Materials(MCM} shall meet the requirements of Section 1407. A1111,
10. Roof coverings meet the requirements of Table 1505. 1. L-
11. Double underlavm-ent xs provided in asphalt roofs with minimum slope of 2:12 up to and including a
4:12 slope.
12. An ice dam membrane (one continuous sheet or two sheet cemented together) for all asphalt roofs is
pxovidedinside
from the roof edge to 24"' of the inside of the exterior wall.
�_
13. Drip edge metal is. provided along all roof edge,
caw
14. Meta. roofs meet the requirements of Section 150-7.4.
15. Built-up roofs meet the requirements of Section 1507.
1 6. Single Ply Plastic Roofing
meet requirements of Section 1 07.12 and 1507. 1 3.
17. All other roofing types meet the requirements of Section I.507.�_
18. Buxldings with roof drains have drains designed and sized asp ear LTPC I 1 05.O.
-..d .
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1, Stnictural Use Group has per TaUlc 1604.5)--77-.,k
Z. Structural documents for light frame wood buildings as per chapter 23 include floor roof and 11vP'
3*
toaas
grad Snow load,basic win, speed,
class.
wind exposure, seismic desz,(,Yn category and site
a pians except as described in # 1 above shall include the following:
a. Floor live load including any reductions. -4r -
b. Roof live load as per Section 1 607. 1 1 .�
C. Roof Snow lo -ad including the flat roof snoWr loadthe snow exposure factor, -the snow
loadimportance factor and the thermal �'actor.�
I
f
0
iiR
d. mind design data, including basic wind speed, wind impaartance factor with building
category, wind exposure, applicableinfernal pressure coeff cieni and the design wind
pressure used for the design of components and cladding.
e. Earthquake design data includina seismic imortapnce factor, seismic use gro-up, mapped
spectral response accelerations, site class, spectral response coeffcients, seismic design
category, basic seismic-force-resisting systems, desin base shear, seismic response
coeff�cients, response modification factaars and the dna ysis procedure used.
4. Floyd zone is 1�.er�tified(if in flood zone see Section 1603-1.6)
�. Design of floor li loads in access of 50 lbs per sq. ft. also identify that signs must be posted as per
Section 1.603.3.. �f4
6. Structural design calculations meeting the requirements of chapter 16 have been provided.
7. Architectural, mechanical and electrical components meet the seismic requirements of Section
16216 r^
S. Where, special fabrication (usually steel) is performed ffsight, the fabricator has provided a
certificate of compliance as per Section 1704.2.2..
9. Special inspections are identified for wilding.
10. Special inspections are identified dor high strength bolting.
11. special inspefetions are adentzFied for concrete construction except as excluded by Section
1704.4*��.
12. Special inspection a e id t fled fox masonry as per Section 1704.5.
13. Special inspections e x e ti r d for fills greater than 12" deep where a load is applied.
14. Special inspections I re d n d for all pier and pike foundations.
15 . Special inspection i for sprayed on fire resistance applications.
16. Special inspectio s e i 'ed for smoke control systems,
17. Quality assuranc pian or seismic resistance is provided (except for design light frame as per
chapter 2308 or reinfo cd sorry less than 25 fect high
IS. Sinspections ar v' ed for seismic force resisting systems.
19. Sobservatio s p r tion 1709 are identified for structures in Seismic Use groups 11 or
ITT
20• Truss Details provided or noted to be ProvId'
SOILS AND FOUNDATIONS
1.
2.
310
4.
6.
7.
8.
a.
10.
11.
ded prior to frame inspection.ihiv
Allowable sail foundation bearing pressure has per Table 1804.2). X
A soil investigation is required per the requirements of. Section 18U2.2 where questionable soils
such as fill matex�als, organic soils, clays or questionable rack strata exist. Do any of the,,
conditions exist`? Yes No� If yes, are the necessary soil reports provided? Yes /0
Grading is a minimum of2%for concrete or asphalt surfaces or 5% flo natural surfaces
IInformation -providedrovld�d as per Section 1543.5 for any structural f .iX. %�—
Footings (except for 1 story category i buildings no bigger than 40a sq. ft.) are 36" below grade
for frost protection.
Buildings on or adjacent to greater Than 31I dopes meet requirements of Section I 805.3
Top of foundation is a minimum of 1z" above the adjacent street gutter (unless a drainage'path is
rdenitf ed and approved by tie building official).
Foot"
ngs designed so that the �.1lowable bearing capacity of the soil is nod exceeded. .
Foundation meets the requirements of Section 1805.5 (including tables 1805.5—),,
F'xcept far Group R and �T o�cup-4
a�cie,s of light framed cans�ruct' n of seismic design D and less
than 3 stories in hieght., concrete is a mitzimurn of 300Q P.S.100
Retaining wads are designed with. a lateral sliding �.nd overtu�nZng factor of safety of 1.5.
12.
13.
14.
15.
16.
Foundation dr�
rvararants. N If�
ge system or water -proofing (Section 1$07.3) is provided where water table
Damproofing shown under slabs as per Section 1807-2.1..
Damp -roofing shown for foundation vvall�,
Minimum of 4"' of gravel is shown. under all slabs.
—y—
Foundatzon drain is instal.led except in well -drained gravel areas) as per Section I SO
1807.4.3. )VII -- I/
7.4.2 and
Piles meet �equixemenis of Section 180 8, 1809, 1810 and 1811.
Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812,
_/ 111L
CONCRETE and MASONRY
L Construction documents shau� compxess�ve st e nth of concrete, strength or grade of reinforcement
and the size and location of reiniaxcement.
1Structures assigned to seismic Desi n category D contain a. statement identifving if slab -on -grade is
designed as a structural diaphragm.
3. Concrete exposedto freezing weather has air entrainment as per Table 1904.2.1 and. meets the
requirements of Sect*I
on 19D4,2.2 and Tables 1904.2.2('1) and 1904.2.2(2).
4. Masonry construction documents isize, grade, type and location of reinforcement, anchors
and wall ties a� peg Section 2101.3.a
5. Masonry fireplace e minimum 12" thick footings that are 6" wider than masonry. )V
6. Masonry fireplac e eismic reinforcement and anchors as per Section 211 I
7. Masonry fireplac e e xgn requirements of Section 2111 and Table 2111 w 1.
S. Masonry chinane s s a yet requirements of Section 2113.
I . Truss drawings identify requirements as per Section 2303.4.1.
2. Joist layout plans are pro
Vided.----------- X Engineered products have computer layout.- P749
3. Floor and roof sheathing meets requirements of Section 2304.71,_)�_4. Connections ar�d fastening meet the re u��rements04.9.
q of Table 23 1.�_
S. Fasteners in preservative treated wood are hot -dipped zine coated galvanized steel, stainless steel,
silicon bronze or cflpper._�
6. Wood framing members above foundations are 8"' (min.) above soil.X_
7. Diaphragms do not exceed the 4-1 rano for all edges blocked and 3:1 for unblocked.
S. Shear wall aspect ratios meet the requirements of Table 2 3 05.3.3.
9. Shear wall design meets requirements of Section 23Q5.3.
GLAZING
Ii.
2.
3.
4.
_..
Glazincy in pool, sauna, hot tub, steams room, bathtub or sh wee enclosures (unless over 6+D" above
standing surface) is safety, glazing as per Section 2406.
Glazi'RRY within 24" of door {unless over b0►" above standing surface} is safety glazing asper Secti�an
X446 p���
4LM __
Glazing greater than. 9 sq. fit., bottom below 18", top abase 36"
safety glazing as per Section 24Q6.
CTI n 71* n il Cl Y.. :.. ...�r_�_ Y • ...
and 36,' from waking surface is
{�� All �,,�u1u, cul u 1���, x.� sdieiy giazing as per lection 240-6.Gla�xlig nexL to sLdirways, landing and ramps sunless over 6d" above
giazing as per Nection 2406.
standing surface} i s safety
It
I
� . Number of plumbingfixtures shall meet the requirements of Table 29a2.1.�
2. Separate toilet facilities are provided for spaces with 16 or more -eniployees', or combination of
.. .. .. ..
employees and customers' (excepi for mercantile occupancy wo ithoccupancy
af 50 or less)
3. Public toil -et facilities are provided as Per Section 6
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290 0 �'
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4. Elevators meet the requirement's of Chapter 3 0.
S. Pedestrian walkways meet the requirements of Section 31 04..
6. Awnings and canopies meet the requirements of SectiQrY3IO5.a&
7. Marquees meet the requirements of Section 31 06. //V/�",.0
8. Swmuuning pool enclosures and safety devices meet therequirements of - ection 3 1 09.
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9. Protection for pedestrians meets the requirements of Sectio 3 06.
1 0. Existincy structures meet the requirements of Chapter 34.