HomeMy WebLinkAboutCHECKLIST - 05-00099 - BYUI Snow Building - AdditionPlan Checklist for the 2003 Internat"on 1 Building Code
Name of Project: Z14 VL AOw 49PI/�
USE AND OCCUPANCY
�.
Class iffleat ion as per Sections 302,I 8z 303,rhu 3I2
2. Incidental use areas see Table X02. 1.1
3. Identify if mixed occupancy exists. /es or No
An Q.......,. - --t
3.
4.
If no then skip #3 below.
L�a3viy �pauG �ivzo Ur unaer
NDeparated Mixed Occu ancv as ner Relk'ntion-n In7 -1 1 Al A
Separatec� *M�x�d Occupancy as per Table 302.3 2 � Identify on plans Fire Barrier
ttorivontal Assembles ulclud�ng the rating �
If Assembly Occupancy �.sts, is it 750 sq. ft. or fess as per Section 303.1.
as per Section 303.1.1
�',�
.. ..
Walls and/or
or less than 50 occupants
�.V w�.1G1.1 1Vi[�.i1:J� ��c ,�Gc;41�n ��L. �zr�ums see �ect�on 4U4. Undergraund B�x�d�ngs see Section 405.
Motor Vehicle Occupancies,,, see Section 406. 1-2 Occupancie� see Se�tio� 4n7. 1-3 Occupancies
0.-...a-:,.� Ano �►'�-�'-- - r.• n ., ,.�
��G ►����lu�� �U�. 1v�.a�Ton ricture rro�ect�vr� Kooms see Seefion 4Q9. Stages and Flaifor�s see
section 410. Special Amusement Buildings,see Section 411. Aircraft Rebated occupancies see
Sect'
o� 41�. CQmbustib�e Storage see Section 413. Hazardous Materials see SeCtion 4I4. H-
Orvivnnnpipg ePA GPr+;ny, dT � AY.,�.1;,..,f..-.�. _ •-i• Y .-,. - - - - -
1ammav�1n1snes see Neciic�n 41 b. Drying �ovm5
see Section 417. anic Coatngs see Sect
- 4-9 6 ion 41$. A17,4
HEIGHT AND AREA
1.
2.
3.
4.
5..
6.
7.6
A/ 0/
1;� le
%9Ba
area, First Floor , Second Floor <,' � � co -P Third Floor
Area meets requ' ends as per Table 503. (Basements need not be included as per Section
543. 1. 1) Yes �Na
Height meets requirements as per Table 503. Yes No
Build ings an same Lot? Yes No If no then slop #S below,
Regulated as Separate io;�oregulated as one Building as per Section 503.1.3
Height modified as per Section 504. Yes No If yes , sPrinklers are required.
Area modified as per Section 506., Yes_ F No If yes use the area provided below to
calculate increase.
Total Area Allowed after Increase Area Shown on Plans�� p!J D POO'
.d
S. Zero Lot Line Buildings see SiC., Jo.on 705.
Buildings seg Section S07.
For Mezzanmes gee Sect*o
n 5a5. Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1 *1
4.
5.
18
11.
Identify the Type of Construction as per Section 602
Cheek allowable material for Type I and 11 build mwp
Table 601 Identify Building Element Ratffigs
.1
as per Section 603
Table 602 - Identify the Fire Resistance Ratm'gs of Exterior Walls
Check 0pen�n sin Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section
704.8.1)
Projections meed requi-rements of Section 704.2
check for window vertical e�osure from roof below as per Sec ion 704. 10 IV 0���
cheek that Parapets are not required as -per Section 7n4. 1 1
Are Hrewalls used or required? Yes No If no, skip # 1 0 below.
Check Firewalls for Structural Stability� Fire Resin# e Rat ing as per Table 705.4
Made of Noncom fible Materials(except Type V)� Horizontal Continuity t�Vertical
Continuxty Cor�neci�.on to E�er�or '�TaI1s as per Sectio=Ope
xtend to
Ho�izontal Projecting n�ents asper Sect�vn 7U5.5.� gs ono widows per
Section 745.8 Check that Penet�ratian� rnee� requ�remen�s o� Seetion 712 Ducts and
Au- Transfer Openings in Firewall meet requirements of Section 705.11, w`'``'
Are Fire Barriers used or requ�red? (as required by table 302.3.2) des Nom' If no skip
# 1 2 be1ow.
12. Check FireBarriers dor structural stability as per Section
_
706.4. 1111,4
vi wau.� maxLmum openu�g size at' 12D sq. ft. ess sp
Penetrafi6ns meet the requirements o f Sec�i 7120,. /�D uc
the requirements of Section 712 and 7 16. �-
13. Are Shaft Enclosures used or required? Yes, X
14.
15.
16.
19
, rP , # gs I imited to 25 %
4- Check that
Transfer Openings meet
No Jf no then skip # 14 below.,
Shaft Enclosures meet the requirements of Section 707.
Are Fire Partitions used or requir d? Yes No If no then skiff # I 6 below.
Check Fire Partitions for truACtability and Continuity as per Section 70$.4. Dwelling
uxuts that are sprinklered e 11 !/2hr. separation versus 1 hr. Check that'
Penetrations meet the re f Section 712. Ducts and Air Transfer Openmgs meet
the requirements of Secy' n 2 d 7I6.
Fire Rated Ceiling Panels meet requj*xements as per Section 711.3. 1. 0 TtE�v
All Penetrations iFire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 71�Z. �
I9. Fire Resistive Joint Systems meet the requirements of Section 713.
Z0. Doors and Shutters ire Fire Resistive Assemblies meet the requirements sof Table 715.3
.
21. Fire Doors are Self Closing.__
22. Fire Windows or Gazing conform to Section 7I5.4 and Ta 715.4.
23. Fire and Smoke Dampers conform with Section 716.
24. Fire Blockm'g and Draft Stopping is provided as per Section ?17 �Drai� Stopp'(�ng is not
required at partition Im*e .in dwell u�.g units with combmed space of less than 3U00 Sq_ Ft and not
required if an sprinkiered building with sprirklered cancealed. spaces
25. Wall and Ceiling Finishes meet the requirements of Tabs X3.5 and Section 803.
26. Floor Finish meets re q uirements of lection 804.
FIRE PROTECTION SYSTEM
1. Is a Fire Protection System required dor this building in order to meed area height etc. requirements?
Yes No If no skip #2 below.
2-W
a.
Listthepe of system that is required Ni fk �
Other requirements requirmg Fire Prote n Systems (check if needed):
CTrn A ( A 4Zar4Yn n Qfli
Group E (As per Section 99.2.2)
Group F-1 (As per Sectionat3.2,,,
C-Yroup H (As per Section .2.
Group .1 AAs per Secixon 9 3
Group M AAs p►er Section 4
Group R AAspe�r Section 0�Group S- I (As per Seco n 9
Group S -Z AAs per Secon 9
i
M1
;
wyL 1�-� u ay �n� �Jcl uct:tUu 7v J.G_lDucts conveying Hazardous Exhausts (As per Section 903.2.12. 1)
Commercial Uooking 'Operations AAs per Section 903.2.12.2)�A—
A
per
�-� � ar�ie �u�.z.1.j V/
If Sprinklers needed as identified in #3 list type of system required.
�r 7Tequirecl try any o the above, Are Monitors and Alarms provided as p
3
er Section
9U.3.47 v
fi. If an Alternatiyq Fire Extmguishing System �s identified, does I meet the requirements of
Section 904? �
7. Are Fire Alarms required as per Sections 907 or 9Q$?
below,,
Yes 5(4' No if no then skip #8
Do Alarms meet the requirements listed in Sections 907 or 90$?
Is smoke contraI required?(as per Sections 402., 404, 445 or 410)
Sections 9D9.
I4. H Occupancies,may require smoke and feat vends as per Sections 4I5.6 and 410.4 1A
Yes
N,O If yes, see
MEANS OF EGRESS
1. MMIMUM height of 7"as per Sectivn 1003.2.
�
Z• Any protruding objects meet the re
quireends of Section 1003.3.,
�
3. The occupant load shown on plans.
4. The occupant load as per calculated by Table I004. 11*/r
S. Occupant Toad pasted in every assembly ccupancy asp SectlonI004.30-
6.
Egress width L*s identified on plans.
7. Egress width meets requirements as calcuJated per Table 1005.1 . 0/�
S. Multiple means of egress sued so that the loss of any one means o4Fegress shall not reduce the
available egress capacity to less than 54% of total required.
dr
9. Door encroachment does not reduce the required egress width. to less than 50% required.
10. Means of egress is illuminated as per Section 1006., POO'
11. Illumination emergency power is shown for means of egress as per Section 1 0O6_3. �`�•,
12. An enclosed exit stairway �s shown. Yes Na if no, strap # 13, # 14 and # 1 5 below.
13. Enclosed stairway has an area ofrefuge(as per Section 1(107.6) or is sprinklered.
14. Area afrefuge has 2 -way cornmuxucations, instructions and %s identified as per Sections 1007.6.3!,
1007.6.4 and 1007.6. 5. IAJJ /) -
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 mors persons or vn a H occupancy.I7. Specialiy doors meet the requirements of 100$.T.3.1�'
18. All egress doors have a landing on bath sides as per Sections 1008.1.4 and 1008-1.5.�
19. �hreshalds are identx as a ma�umum of %" high, for swing doors and 3/�" dor sliding doors as per
Section 1008.1.6. � ,...f-
20. Space between two doors is khan 48" except R� non Type A �.nitsj,
2T. Licks and latches meed requirements of 1008. q1.8.
22. Panic hardware i's shown at required locations (Section 1008. 1. 9). V`0*0"
23. Does a stairway exist. "Yes �:, Nof no, skip #24 thru #28.
24. StaL'rway Boars do not aper over stairs. �
25. Stairways are �.ir�.um of 44" v�,�ide�e�cept where accupan� load is 50 or less or as per Section
1009.1).
26. Maximum riser is 7 inches and minimum tread is 11 inches.
27. A handing is provided at the tai and bottom of each stairway.
28. Maximum vertical prise without a landing is 12'a
29. Handrails are identified that meed the requirements of Section. 1009.11.
.
30_ Handraffs return to wall, etc. or are contmuous is nem stair handrails
3 1. Elevation chane of over 1120 is designed as a z-arnp as per Sect -ion 10 10 '
32. Exit signs are identified. when over Z Boars are required for exitmg. L0*0�
33. Exit signs are spaced no more than 100' apart or to the door. Clw�-
34. 42" guardrails are shown whenever a waking surface is over 3 0" above grade.
35. Anv roof mechanical equipment within 10' from edge has a guardrail sawn. 100"�
36. Egress does not pass through intervening ses unless the space is accessory to the area served and
the intervening space is not hazardous. `:
_37. If multiple tenant spaces exist, egress from any one does not pass through another,-`
38. Length of egress trammel dies not surpass requirements asper Section 1 0 1 3.3.
39. Required egress, aisle adjacent to tables shah comply with Section 1€13.4.2.
4O. S-Pacoes with one means of egress meet the follo
wmiz maximum occupancy loads: �
a. uccupancy A,S,E,F,M & U - SDS occ.
b. Occupancy H- 1, TI -2, & H-3 - 3 occ.
c. Occupancy H-4, H-5, I- 1, I-3, 1-4, & R - 10 ace.
d. occupancy S - 34 vcc.
4 1. Where two or more exits are required, they are a minimum of V2the diagonal distance of the space
served apart or where the space is served by an automatic s�rit�kler system, the distance is 1/3. �-..:...
42. If bolder or furnace rooms over Sad sq. ft. with. btus over 400000, two emits are provided. '��
43 . Refrigeration machinery roams and refrigerated rooms o er I Of�O sq. ft. have two exits. 4//X
44. Stage means of egress comply with Section 10 14.6. AlPl,%
4S. Exit �r�'
Access travel distance meets requirements of Table I d 15. 1,
46-Exteiriorexi 0alcoinies constructed in accordance with Section 1015.1 have 100" added to their travel-
distanceG
47. Corridors are rated asper Table 1016.1
.
4 8. Corridor widths meet requirements of Section 14 16.2. � -
49. Corridor dead ends are less tan 2U' or S0' for sprinklered occupancies B and F.
50. Corridor not used as plenum u�1ess gin. a tenant space of fess than 1000 sq. ftF.�,
5 1. The m�nxmum number of exits for occupar�� Toad meets the following: ?�'
1-500 requires 2 exits
50 I - 1000 requires 3 exit
More than 1000 requires 4 exits.
52. Buildings with one exit meet the requirements of lection and Table 10 15.2.
53. Inten-or stairwells required as a means of egress meet the requirements of Section 1019,
54. Space under stars is identified as I -hour raked.
5 5. Exterior0
ramps or stairs are open an one side and have a minimum of 3 5
than 42"' above any floor level.-
sq. ft. of open space not Tess
Jo. �,��enor ramps anQ �r
s�aways are protec,ed from the inside of building as per Section. 1022.6.
57. Exterior balcom"es, stairways and ramps are over 10' from Ion lines and other buildings on th(
58. Egress courts meet the requirements of Section 1023.5.jZ
`
59. Assembly occupancies meet the requarements of Section 1024.
60. Window egress or better is provided in every sleeping xoom and any habitable basement.
ACCESSIBT,ITY
10
2.6
3.
4.
5.
6.
7.
X601
0
104,
I ID
121A
15.
16.
17.
18.
19.
20-D
An accessible route connects all. accessible buildings, accessible facilities, accessible eleMent s,
accessible spaces and the public right-of-way(except as excepted by Section 1104) . "45"' 'Ile
In addition is the required accessible entrances, 50% of all Inc entrances are accessible.
Accessible parking is provided as per Table 1106.1
10% of ho spi��.� out pa#tent parking is accessible and 2- 4°!a of rehab or physical therapy..
Van spaces are provided.(one out of six and any portion)
Accessible parkin is provided an shortest route from accessible parking to the accessible
building entrance Vtcev
Group loccupancles meet accessibilxty requirements asset forth in Section 1107.5.
Group R- I occupancies meet the requirements of Section 1107.G and Tab1e 1107.6_ 1_ i n//AL
Where 4 or more aphomesartment units, ane level town or condos are located in one structurefl,
wi urats are ctesigne s Type B units as pe
elevator service. X1'1
w
r ICC/ANSI 117.1 unless on a upper level without
--r moment unit, aye 1Pvol town homes orco�dc�s ire Iona e in a project, 2%
but not fess than one are designed as hype A units as per ICC/ANSI 117.1 .
Wheelchair spaces hand companion seat as per Section 1108.2.5) are provided in Assembly
Occupancies as per Table 1108.2.2. 1. X
PINNMive lisienmg systems are provided MA ssembly accupancies where audible
communications are integral to the use of the space. >(
Any Assembly occupancy perfornmce area has an accessible route as per Seiff ]'on I I OS�2.S.�C'
Any dining area in an .Assembly Occupancy is fully accessible.
Self service storage facilities shad provide accessible spaces as per Section 1108.3,
Toilet and bathing facilities are accessible(unless m a private office)as per Section 1109.2
.
Unisex toilets and bathing rooms arc supplied as per Section 1109-20
.
Where sulks are px�avided, 5",101.0,, but not Ie�s khan �. is accessible,
Where a kitchen or kitchenette is provided, it is accessible=unless in. Type B dwell
Storage cabinets, lockers, etc. one of each tyke is accessible as per Section 1109. 8
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
I .
2.
3.
4.
5-P
Att'a
ic ventilation exists that is 1/150 of the floor sp or 11300 with vapor barrier,,�
50% of the attic ventilation Ims 3 Aft. agave eaves.
Crawl space ventilation complies with Section 1203.3. !�
Natural ventilation(windows., doors, louvers etc. is a Q
� rr�-n�r�,um of 4 /o of floor space.
interior spaces that do not have openings directly to outside meet requirements of Section
12a3.4. 1.
N
if
6.
7.
8.
96
10.
11.
12.
13*
14.
Bathrooms containing bathtubs, showers or spas are mechanically vented.NJ
0
Natural or Ar�ificxal light is provided that meets the requirements of Section 1 205.
Courts shall meet the requirements of Section 1206.3. �'
6
Dwellmgs party walls and floors meet the requirements s of Section 1207.,
0 &
All habitable rooms shall be a minimum of 7' wide,, and a MMILMUM of 70 sq. A, in area.
��
Dwelling units( I except Section 12.08.4 efficient units) have one habitable room of 120sq. ft.�
.6 E
x.11 ceilings are a mi * mmum of T6"v�ith no more than 1/3 at 7'a". �'
Attics and crawl spaces have access openings enmu as per Section 1209�-
An
energy review has been submitted hat meets the requirements of the Internatiana.I Energy
conservation code. Te
_N i)
EXTERIOR WALLS AND ROOFS
I .
2.
4.
5.
6.
7.
.8-P
Exterior Wall Vapor -retarder provided -unless another approved means io avoid condensation and
leakage has been provided. �
Water resistant barrier shONNm on sheathing as per Section 1402.2. >r
Masonry veneer is flashed at bottom and has weep holes./' -asp
��� ' 3 -�-
Masonry veneer shall be mechanically attached as per Section 1405. 5. „�
Stone Veneer is anchored as per Section 1405.6.
Sidings shall be app lied as per Section�.405.AIIA-
Fire
separation distance for combustible veneers(si ding) meet that of Table 1406.2.1.2.�
Ba.Iconies thatprotrude shall meet therequirement of Table 601 for floars.
9. Metal Composite Materials(MCM} shall meet the requirements of Section1407.�
10. Roof coverings meet the requirements of Table 1 .5 05. I . )<
f 1, 16 41
Double 7underlym�ent is providedM' asphalt roofs with nummum slope of 2:12 up to and including a
4M-12 slope.
1 2. An ice, dam membrane (one continuous sheet or two sheet cemented together) fpr all asphalt roofs is
0
ds
Pr0vluea ITOM the rool edge to 2411,;f mside of the m.s' e of the exterior wall.
1 1 Drip edge metal 'i's provided along aff ,. roof edgeOF v
14. Metal roofs meet the requirements of Section 1 507.4.
15. Built-up roofs meet the requixements of Section �.567.I0.'i4
16. Single Ply Plastic Roofmg
meet requirements of Section 1507,12 and 1507.13,
17. All other roofing types meet the requirements of Section 1507.
1 8. Build�ags with roof drains have dram's designed and sized as per UPC 1 105. 0
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
I . Z0,
Structural UseGroup (as per Ta�ale 1 6 0,4,, .))
Z. Structural documents for light frame wood buildmgs as per chapter 23 Mclude floor roof and live
loads, gr -d snow load
basic wind speed, wind exposure, seismic design category and site
class.,'
3 . All plans except as described M' # 1 above shall include the fallowing:
a. Floor live load including any reductions.
bo Rooflive load as der Section I607.I I dF y ''�.
CtL Roof Snow load, including the fiat roof snow load,, e snow exposure factor, the snow
load im ortaiie
p e factor and the the
rnaa.l factor.
d. Win. design data, including basic wind speed, wind importance factor with buiIding
category, wind exposure, applicable internal pressure coefficient11the0
anddesign wind
pressure used for the com design of onents -and cladding.
P
4.
5.
�011
7V
Q
e. Earthquake design data i.�cludffig seismic �mpo�ance factor, seismic use group, mapped.
spectral response accelerations, site class, spectral response coefficients, seismic design
category, Oas1c seismic -force--resisting systems, design base shear, se�smic response
coefficients, response modification factors and the anal pis proced�are used.
Flood zone i's identifed(il in flood zone see Section 1603.1.6)IZ/ --
Design of floor live loads in access of 50 lbs per sq. ft. also identify that signs must be pasted as per
Section 1603.3.
Structural design calculations meeting the requirements of chapter 16 have been provided.. NO -7,--.
1
Architectural, mechanical and electrical components meet the seismic requirements of Section hr -
Where special fabrication (usually steel) is performed off si
certifica#e of compiiance as per Section 1704.2.x. v.
9. Special ulspections are identified. dor weld -mg._
ght, the fabricator has provided a
1 v. ;!ipeciai mspections are identitted for Hugh strength bolting.
ILS pecial inspe6tions are identified for concrete construction except as excluded, by Section
1744.4. ��
12. Specialm*spection are identified for masonry as per Section 1704.5.
I3. Special inspections are identified for fills greater than 12"" deed where a load is applied. `•`�
14. Special inspections are identified for all pier and pile foundations./X
,--
15. Special inspections are identified for sprayed on fire resistance applications, .�' �-
16. Special inspections are identified for smoke control systems.�,�
17. Quality assurance part for seismic resistance is provided (except for design light frame as per
chapter 23 0 $ or reinWcrrced masonry Less than 2.5 feed
18. Special �.spec�ions are �ro�ided for seismic force resisi�.ng systems. Wkifp
19. Structural observations as per Section }.709 are identified for structures in Seismic
SII-1\11)�t�v
20.Trus s De�aiIs provided or nosed to be provided prior to frame inspectioia,--
SOILS
AND FOUNDATIONS
Use Groups 11 or
1. Allowable sail foundation fearing pressure has per Table 18a4.2).A)v7ev
2s. A sail investigation is required per the requirements of Section 1802.2 where questionable soils
such as fill materials, arga�ic svils, clays or questionable rock a exist. Do any of these
Condit ions exist? Yes Na__ _ If yes, are the necessary soil repos provided? Yes No_X
3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5% dor natural surf -aces. )V
4. Information provided as per Section 1803.5 for any structural fill., _
5. FootIngs (except for1,$o.ry cL0011 ategory 1 bulictuigs no bigger than 400 sq. I} are 3 6" below grade
for frost protection.
6. Buito
ildings ori or adjacent �a greater than 3f 1 slopes meet requirements of Section 1805.3.,
7. Toga of foundation is a Mixumum of 12"" above the ad'aceni street gutte7r (widess a drainage path is
identified and approved by the building afflcial).
8. Footings designed so that. the allowable bearing capacity of the soil is not exceeded.
9. Foundation meets the requirements of Section 1805.5 (includ'g tables 1805.5�.
10. Except for Croup R and U occupancies of lig ht framed construction of seismic design D and less
than 3 stories in hieght, concrete is a minimum of 300U p.soime X
11. Rwalls are designed with a lateral sliding and verturmg factor of safely of 1.5. K
12. Foundation �-ainage system or wader -proofing (Section 1807.3) is provided where water table
warrants.
13. Damproofmg shown under slabs as per Section 1807-2. 1
14. Damproofing Shawn for foundation walls. I)C
15. Minimum of 4" of gravel is shown under all slabs. �G
16.6 Foundation dram" is installed (except in well- drained graved areas) as per Section 1807.4.E and
1807.4.3. f,
17. Files meet requirements of Section 1 8D8, 1809, I and 1811
-6
18. Piers are a mini
mum of 2 wide and meet re
gwrements of 1808.2.23. and 1812._/
CONCRETE and MASONRY
1.
Construction documents show compressive strength of concrete, �rength or grade of reinforcement
and the size and location of reinforcement. X
2. Structures assigned to Seismic Design Category D cQntain a statement identifying if slab -on -grade is
des*19ne d as a structural diaphragm. x'
3. concrete exposed to freezingweather has air entrainment as per Table 1904-2.1 and meets the
requirements of lection 1904.2.2 and Tables 1904.22(l) and I904.2_2(2).
4. Masonry constructxon documents identify size, grade, type and I C 1011 ofreinfarcemenf, anchors
and wall ties as per Section 2101.3. a�
5. Masonry fireplaces have minimum 12"' thick footings that are f" wider than rnasonry. *IA -w
6. Masonry fireplaces have seismic reinforcement and anchors as per Section 2111 .
7. masonry fireplaces meet designrequrements of Section 2111 and Table 2111.1
.
S. Masonry chimneys shall meet requirements of Section 2113,E
1ti�[eloypi
1.
4.
5-D
6&
7.
A
9.
Truss drawings identify requirem.en s as Baer Section 23 03.4. 1.,
TnLst Iayout plans are rovxded. � �ngmeereci
p �'�-- products �.ave comput
V11 -A and roof sheathing mets requirements of Section 2304.7.
Connections and fastenmg meed the requirements of Table X304
er layout,.-A
Fasteners �n preservatz�e irea d wood are had -dipped zinc coated galvanized steel, stainless siee�,
s�icon bronze or co er. ,�
Pp ��
Wood framing members above foundations are 85") (min.) above sad..
Diaphragms do, not exceed the 4:1
ratio for aux edges blocked and 3:1 r unblocked
'hear wall aspect ratios meed the requirements of Table 23 45.3 3-1. �,1'-•
Shear wall design meets requirements of Section 2305.3.
GLAZING
] .
2.
Glazing in pave, sauna, .hat tub,, seam raa
M, bathtub, or
Spzmuulg surrace) 1s satety glazmg as per Section 2406
Giazm,pg Withi�n 24'" of door (unless over 60"' above Stan,
2406f, X
/"I,
.44p -
mer enclosures (unless over 60"' above
�face) is safety glazing aq per Section
3. Gjazu�g greater than 9 sq. ft., bottom below IW"
, dap abase 36" and 36 from wa1k�ng surface is
safety glazing as pier Section 24x5.
4. Glazing in guards and arms is safely gLziflg as per lection 2406.Adk--
Glazm*g
next to starvvays, landmgs and ramps (unless over 60" ab
glazing as per Section 2406. ove standing surface) is safety
MISC.
1.
2.
31D
4.
5.
6.
7.
840
Number of plumbing fixtures shall meet the requirements of Table 2902. 1, )<O
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 less).__,L
Public toilet faczlities are prav ided as per Section 2 9 02.x.
Elevators meed the requirements of Chapter 30._
Pedest
rxan walkways meet the requirements of Section. 31
a4. )(
nwrungs ana canopies meet the requirements of Secti n 3105-62W
Marquees meet the requirements of Section 3106.
��
swnnmmg pool enclosures and safely devices meet the requirements of Section 3 I n9. 4121-.
9. Protection for pedestnans meets the requirements of Section 33a6.. )p
�. v. �xlsiang structures meet the requirements of Chapter 34. X