HomeMy WebLinkAboutCHECKLIST - 06-00023 - Heart Mind & Soul - Tenant FinishI.
ti
Name of Project:
Fk
Plan Checklist for the 2003 International Building Code
USE AND OCCUPANCY
1.
Clas s *fication as per Sections 3 02. 1 &3 � thru 31 � ,�- -~ � 7-)
2. Incidental use areas see Table 3 02, I.1
3. Identify if mixed occupancy exists. Yes or NoX If no then skip #3 below.
Accessary Space (10% or under} <
Nonseparated mixed Occupancy as per Section 3x2.3 1 Separated Mixed occupancy as per Table 302 3 2 Identify an plans Fire Barrier Walls and/or
Horizontal Assemblies including the rating
I If Assembly Occupancy e fists, is it 75a sq. ft. or fess as per Section 303.1 or less than SD occupants
as per Section 303. 1. 1
"-
4• Covered Malls, see Section4'02.-Atni'urns see Section 4Q4. Underground Buildings see Section 405,
Motor Vehicle Occupancies; see SeUion 4Q6. I-2 Occupanc"�s see Sect'on 407. I-3 Occu antics
see Section 408. Mot'011 Picture Praj�c�Y�on Rooms see Section 409. �tqgesp �.d. Platforms see
section 41 a. SpecialAmilsenieni Builidgs see Section 411. ARelated Occupancies see
Secti
on. 412. Combusti�le �"to�a�e s .` ciic�n 413. Hazardous Materials see Section 414
Occupancies see Section 4 � `. A'.pii a%on of Flammable Finishes see lection 41.6. Drying H-
Roomssee Section 417. Orga: � is Coati�.gs see SectYon 41$.
HEIGHT AND AREA
I .
Area,, First Floor , SeC-:--0n,a1\ loor Third FloorZ. Area meets requirements as per Table 543. Basements need not be included
as per Section
503. 1. 1 ) Yes
No
3.
Height meets requiremen�t as per Table 5`03. Yes No
4. Buildings on same Lot? � � No If no then slop 45 below.
5• Regulated as Separate or Regulated as
one Building as per Section 503.1.3
6. Height modified a� Sect"on 544. Yep No If yes, sprinklers are xe aired.
7. Area.modified a ' � ,�r�Se�ctxon 506. Yes No If yes use the areaprovidedqC ulat ��n reasbe] ovv to
Total Area Allowed after Increase
$• Zero Lot Line Bu
11clings see lection
Buildings gee lection 5D7.
Area Shown oil
Plans-,
705. For Mezzanines see Section 505. Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.,
I .
2.
3.
4.
5.
31
7.
8.
9.
106
N
Identify the Type of Canstruct'Jon*k as per Section 602 ,��-
Check allowable maten*al for Type I and buY�dings as per Seg ian 603
ElementTable -601 fyIdenti Building Ratings �,
Table 602 Identify the Fire Resistance Ratings of ExteriorWalls
Check Openings in Exterior Wall far
s compliance with Table spHnklered, see Section
704.8.1)
Projections meet requirements of Section 704.2
Check for Window vertical exposure from roof below as per Section 7x4.1 D
Check that Parapets are not required as per Section 704. 1 1
Are Firewalls used or required? Yes No If no, skip 4 1 0 below.
Check Firewalls for Structural Stability Fire Reszstance�Rating as per Table 705.4
Made of Noncombustible 1Vlaieri'als(except Type V HorizontalCant�nui�yContinuitly Connectio Vertical
Harizantal
ft n to Exterior Walls -as per Section 705.5.1 Extend to
Prajeciing Elements as per Section
Section 705.8Pene�raiians1 705.5.2 Opem"ngs (no windows) as perCheck that s meet requirements of Section 712 Ducts and
Air Transfer 0penings in Firewall meet requirements of Section 705. 1 1.
J. 1. .Are Fire Barriers used or required? has required by table 3 02.3.2) Yes
# 1 2 below. No If no skip
12. Check Fire Barriers for sy tructural stabilit as Section 7U6.4.of wall. 4LP Openings limited. to 25%
Maximum opening size of 120 sq. ft. (Lual.ess sprinklered)
i
Checkchat
Penetrations meet the requirements of Section 712. Ay Ducts and Air Transfer Openings meet
the requ
13. rements of Section 712 and 7 16. �(' � o-�
14. Are Shaft Enclosures used or required? Yes No ( If no then skip #14 below.
Shaft Enclosures elt) rQ requirements of Section 707,
1 5. Are Fire Partitions used or reuired? Yesbelow.' If no then skip #16
1
16. Check Fire Partitions for t�t�c tural Stability and Continuity as per Section 708.4.
units that are spirinklerec� are allowed V2hr. separations versus t hr. Check that Dwelling
I '
Penetrations meet the requirerA6i'ts of Section 7 1 2., Ducts and Air- Transfer Openings meet
the requirements of Section 7 1 2 and 71 6., ;�
1 7. Fire Rated Ceiling Panels meet requirems s per Section 71 1.3. ]..:1��,�-
18. All Penetrations xn Fire Resistive Walls an
d HorYz
Section 712. ontaI Assemblies meet the requirements of
19. Fire Resistive Joint Systems meet the requirements of Secliori 71 3. 4114
20. Doors and Shutters in Fire Resistive Assemblies meet the requi-re -
ni
ents of Table 715.3. AktAz
21. Fire Doors are Self Closing,_ /VD j ---
22. Fire Windows or Glazing conform io Section 715.4 and Table 715.4. 40/"��.._,
23. Fire and Smoke Dampers confonn
NV1 th Section 7 1 6.p`� ;1 9
24. Fire Blocking and Draft Stopping is Provided as pex Section 717
xaft StopPxn�
required at partition line i i n dwelling units is not
with combined space of less than 3000 Sq. Ft and not
required if in spfinklered bu��d�ngth &nU with . spn ered concealed spaces)
25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and . Section 8�3..�i
26. Floor F�a�.ish ------------
meets re
quirements of Section 804. X1-
FIRE PROTECTION SYSTEM
2 . Is a Fire Protection System required for this building in Order to meet area, height etc. requirements?
Yes No ti �f no ski -D#2 below.
2. List the type of system t at is required
3. Cather requirements xequ-, .lng Fire Protection Systems (check if needed:
Group A AAs per Sectio� 903.2. 1).
group IE (As per Sect
ion 903.2.2)
Group F-1 (As per Section 903.2.3') .1 �
Group H (AserpSection 943.2.4) f
Group I (As per sectiol, 903.2.5) r
Group M AAs per Section 903.2.6)
Group R (.As per Section 9D3.2.7) 1
Group S- 1 AAs per Sect
ion 903.2.8) �
Groin S-2 (As per Se " fion 903.2.9)
All Buildings except R-3 and U AAs per Section 943.2.10)�
Ducts conveying Hazardous Exhausts AAs per Section 903.2.12. 1
Commercial Cooking Operaions (As per Section 9-03.2.12.2)
}.
As per Table 903.2.13
4. If Sprinklers needed as idAenfifi ed in #3 dist type of system reauired _ .lj//
S.
If Sprinklerrequired by any of the above, Are Monitors and Alarms provided. as per Section
903,4?
4JB.-r-
6. If an Alternative Womatic Fire Extinguishin
Section 9+Q4?
—i
7. Are Fire Alarms required as per Sections 907
below.
g System is identified, does I meet the requirements of
or 908? Yes
No<
S. Da Alarms meet the requirements listed in Sections 90? or Qf)R9A---,111,4,90
Is smoke control required?(as per Sections 402,
Sections 909.
if no then skip #8
404, 405 or 410) Yes Nom--- If yes, see
10, H Occupancies may require smoke and heat vents as per S ectzans 415.6 and 410.
_
MEANS QF EGRESS
1. Minimum height of 7"as per Section 1003.2.�-
2.
Any protruding obi ects meet the requirements of Section 1003.3.
3. The occupant load showy on plans. � ltId
4. The occupa�t laud as per calculated by Table 1004, 1 v2-6
S• Occupant load posted ion every assembly occupancy as per Section I444.3.
6. Egress width is identified on plans._
7. Egress with meets requirements as calculated per Table 1005.1
. • �
S• Multiple means of egress sized so that the I
oss of any one means o egress shad not reduce the
available egress capacity to Tess than 50% of total xequired. APIW
9. Dear encroachment does not reduce the required egress width to less than 50% required,
10. Means of egress is illuminated as per Section 1006. �9r- i
lr
1 1 . Illumination emergency Pd%ower is sho-wn for means of egress as per Section 1X 0 6.3. A It- A!; V
12. An enclosed exit stairw' is shown. Yes No if no, skip # l. 3, # 14 and #I)' belowo
13. Enclosed stairway has aha. aria of rfuge(as per Section 1007.6 t 6 i ) ar is sprir�k1cred.
14, Axea of refuge has 2-way`cpmmuncatxons, r%dentif ed as per Sections 1007.6.3
1007-6.4 and 1007.6.5..
15. Door clear widths are a minimum of 32'. Except as allowed by exception of Section 1008. 1. 1.
�
16. bthe direction of travel ti��here servXng SQ or mare persons or in a H occupancy.
17. Specialty doors meet the requirements of 1008.1.3.
I8 . ASI egress doors have a landing on both sides as per Sections 10D8.7..4 and 1008.1.5. Fr.
19. Thxesboldsare identifed as a ma:ximum of!/-z
Section 1 " high, forswing doors and 3r�'- for sliding doors as per
ill
2D. Space between two doors is less than 48"(except R2&R3 non Type A unit -3). '-ea�
21. Looks and latches meet requirements of I 0o8.j.8.,V07�
22. Panic hardware is shown at required locaiians (Section 10Q8.1.9). A4 A�;V
23. Does a stairway exist. des NQ If no,skip #2 4 thru #28.
24. Stairway doors do i open over, .stars-�
25. Stairways are a min ux� of 44"� 'de(except where occupant load is SO or less or as per Section
1009.1)h
t
Z6. Maximum riser is 7 � . es and mimnpm #read.is 1 I ruches.
27, A landing is provide a�,, the fop ,and bottom of each stairway.
28. Max'nnum vertical rie W, �t1i.aut a.Ian ding is 12'.
29. Handrails are identified that meet the requirements of Section 10x9. 11.
30. Handrails return toI'V
'terl/20isdeignedasaram
�, egg. o�r'are continuous tonext stair handrails
3 1. Elevation change of o p as per Section 1010
32. Exit signs are ident�.fied when over 2 doors are required for exiting,
33. Ex*t signs are spaced no more than I00' apart or to
p the door. ^
34. 42" guardrails are shown whenever a walking surface is over 3 0" above grade.1��/�-
3 5. Any roof mechanical equipment within 10' from edge hasa.rdrail shown,
36. Egress does not pass through in�er�rening spaces unless the space is accessory t� the area served and
#- 0the intervening space i s not hazardous. Ar9 i6o
37. If multiple tenant spaces exist, egress from any one does not pass through another. :
3 8. Length of egress travel does not suzpass requxreznents as per Section 1013-3.
39. Required egress aisle adjacent to tables shall comply Vath Section 1013.4.2.. !p; ,%
40. Spaces with one me
�rfs of egxess meet the following maximum occupancy loads:
a- occupancy A,B,E,F,M & U 50 occ.
b, Occupancy H - l., H-2
& H-'-1 - 3 occ.
C. Uccupancy H,4, H=S, 1- 1, 1-3, 1-4., & R - 10 occ.
d. Occupancy S - 30 acc.
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 is served by � automatic sparir�kler system., the distance is 1/3A
. I" -;
42. If boiler or furnace roans over 500 sq. ft. with btLis over 400,,000, two exits care providedAJ!��.,
43. Refrigeration rnach�.n�ry rooms and �-efrigerafed roams over 10 00 sq. ft. have two exits.
.,�i�'�
44. Stage means of egress comply With Section 10 14,.6 -`�..
45. Exit Access travel distance meets requirements of Table 1015.1. V'
46- Exterior exit balconies constructed in accordance wiih Section 1 0 15.1 1�ave 100' added �o their travel
distance.--
47-Cor,ridorss'lernteflnq per Table T w16. I .
48. CorTidor w�dths meet requirements of Section 10 16.2.
4 9, Corridor dead ends are less tan 20' or SQ' for sprinkiered occupancies B and F.
5 0. Corrid
or not used as plenum unless in a tenant space of less than 1000 sq. ft.
5 1. The minirnurn number of exits for occupant load mets the following:` -�
_ 1-500 requires 2 exits
5 01 - 1 ODO requires 3 exits
Moire than 1000 require 4 exits
W
52. Buildings With one exit meet the requirements of -Section and Table 1 0 18.20
53. Interior stairwells re ul"red as a means of egress meet the -requirements of Section 1019.
54. Space under stairs z'� identified as 1 -hour rated.
.55. Exterior ramps or sta,-irs are open on one side and have a minimum of 3 5 ) sq. ft. of open space not less
Than 42" above anyt, oor level,
3�. Exterior ramps and tairways are protected from the inside of building as peer Section 1 022.6.
I $�
57. Exterior balcon��s gTairwayslinesoffi bu��dingsand ramps are over- 10' from lot a t on the lot,
58. Egress courts meet the requirements of Seciron ].423.x.
59. Assembly occupancies meet the requirements of Section 1 024.
zs 60. Window egress or better .�s provided in every sleeping room and any habitable basement,
il
61. Vprovided as per Section 802-3.6 of the I a-
lonal Energy Conservation Code.
ACCESSIBLITY
� . An access'ble
I -route connects all accessible buildings, accessible fac��xtaes, accessible elements
accessible spaces and the public right -of way(except as excepted by Scction 1 104).
2. In addition fo the required accessible entrances, 50% of all public entrances are accessible.
3. Accessible, parking is provided as per Table 1 1 06.1 *. X_<ti
4. 10% of hospital out patient 'Saccessible
and 20% of rehab or physical therapy. /�/
pravided.(one 5. Van spaces are out of six and any pQrton}
I
6. Accessible parking i s provided on shortest route fromaccessible parking to the accessible
cy
buildinentrance I��
7. Group I occupancies meet accessibili
S. Group R-1 occupa" ty requirements as set forth M' Section 1 1 07.5.
neies meet the requirements of Section 1 107.6 and Table 1 1 07.x.1.1.
9. Where 4 or morepLpartment units one IeVe1 town homes or condos are located in one structure,,
all Units are designed as Type B umts as per ICC/ANSI 117. 1 unless on a upper level without
elevator service,, ;
1 0. Where more than 20 apartment, UM*t, one level town homes or condos are located in a project, 2°fo
11.
120
13.
14.
15.
16.
179
18.
19.
20*
vu� no L ic ss inan one are designed as J'ype A urifts as per ICCIANSI 1 17. 1.
6
Wheelchair spaces (and companion seat as per Section 1 1 082.5) are Provided in Assembly
Occupancies as per Table I I4S.2.2.1.
0
Assistive listemng systems are provided ire Assemblyo 'upancies where audible
cormiranications are integral to the use of the space./a
Any Assembly occupancy perfonmance area has an accessible route as per Section 1 1 08.2.8. �'
Any dinging area in an Assembly Occupancy is fully accessible.
��s�=-
Self service storage facilities shall Proviode accessible spaces as per Section 1 108-341
Toilet and bathing facilities are accessible unless in a private office as per Section
11 09.2b
411
11 ZOUA LU 11CU5 U11U L)LtLfflng
rooms are suppliecl as
per
Section 1109.2.1.-4/�`//_
Where sinks are Provided,,
5%,L but mot
less than
I i's
acces�;h�� ��''
Where a kitchen or kitchenette is provided,inets�� it -is zs accessible(unless 'in Type B dwell"ng).���'
Storage cab lockers,, etc. one of each type accessible as per Section 1 109.8
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1. Attic ventilation exists that is 1115a of the floor space or II30D with vapor barrier. ��
2. 5 0% of the attic ventUatio
I n is 3 ft, above eaves.
J. Crawl space ventilation Complies with Section 12[ 3.3,
4- Natural ventilation (windows, doors louvers etc.} ) i is a minLmum of 4% of floor space. ?��
5.
Q
71.
Q
9.
10.
11.
12.
13.
14.
InIeTiOr spaces that,do not have openings directly to autst'de meet requirements of Section,
120'.3.4. 1.
Bathrooms- containing bathtubs, showers or spas are mechanically vented..
Natural or Artificial dight is provided that meets the requirements of Section 12D5.
Courts shall meet the requirements of Section 12,06.3.
Dwellinas darty walls and floors meet the �equirements of Section 1207._16k._/
All habitable rooms shall be a IF m�v.mum of 7' wide, and a minaxnum of 7,A sq. ft, in area.
Dwelling units (except Section 1208.4 efficient units) have one habitable room of 120 sq. fiL4
All ceili9f____
ngs are a minimum of 7'�" w�t� no more than �l3 at 7'0".
Attie and crawl spaces have access openings as per Section 1209. /t1�
An energy review has been submitted that mets the requirements of the International Energy
conservation cade.X.
_
EXTERIOR WALLS AND ROOFS
1.
Exterior- Wall Vapor retarder provided unless another appro� ed means to avoid condensaixon aid
leakage has been provided.
2. Water resistant barrier shown on sheathing as per Section 1402.2,
3. Masonry veneer is flashed at bom and has weep holes.__
4. Masonxy veneer shall be mechani ably attached as per Section 140.5"'.5.S. Stone Velpeanchoxed as per S cfion 1405.6.
6.
7.
r
a
Sidings
Fire sep
Balcom'l
s be applied as per Sec
pian distance for cornbu
S at protrude shad meet
ion 1405.
W*ble veneers(siding) meet that of Table 1406.2.1.2.
the requirement of Table 601 for floors.,
amposite Ma�er a��.s�MCN�� shall meet the requirements �f Section 1407,
coo
ouble
4: 12 slol
I2. An ice d
if require
s Provide
arae (ane con
t
provided from the roof edge to 24'
13. Drip edge metal is provided along
14. Metal roofs meet the requirements
15. Built-up roof's meet the requireme�
16. Single Ply Plastic Roofing meet re
17. All other roofing types meet the r
18. Buildings with roof drains have ;
ants of Table 15 0 5. 1.
in asphalt roofs with minimum nope of 2:12 up to and including a
nous sheet or two sheet cemented together) for all as
inside of the inside of the exterior walk.
111 roof edge.
f Section 1507.4.
. s of Section 1507.10.
uirements of Section 1507.12 and 1507.11
quirements of Section 1507.
azns designed and sized as per UPC 1
STRUCTURAL DESIGN AND SPVCIAL INSPECTIONS
P.halt roofs is
l.. Structural Use Group (as per T le 1604.5)
2.. Structural documents for dight ame wood buildings as per chapter 23 include. floor roof and live
loads, ground snow load, basic, ind speed, wind exposa.�re, sersr�c design category and site
cuss.
3. All plans except as described ' #1 above shall include the followin
9:
a. Floor live load inc uding any reductions.
b. woof live load as er Section 1607.11.
C. Roof Snow load, including the flat roof snow lead, the snow exposure factor, the snow
load importance factor and the thermal factor.
4.
5.
6.
70
d• Wind design data, including basic wind speed,
category, wind exposure, applicable intemal pr
pressure used for the design of components anc
e. Earthquake design data including seismic imp
spectral response accelerations, site class, she
Pind importance factor with building
ssure coefficient and the design grind
cladding.
�
Lance factor, seismic use group, mapped
al response coefficients, seismic design
udtcgury, oasic sersmic-Force-resisting system design bass shear, seismic response
coefficients, response modification factors an the analysis procedure used.
Flood zone is identified(if in flood zone seg Section 16(}3 1.6)
Design of floor live loads in access of 50 lbs per �q, ft, al o identify that signs mush be posted as per
Section 16Q3.3.
Structuml design calculations meetzng the requ'r cots f chapter 16 have been provided.,
A-rchitectural, mechanical and eleet�ri Co o nts m et the seismic requirements of Section
162I.
8• Wbe
re special fabirication (usually 9 e } � performed ff sight, the, fabricator hasprovided a
certif�cate of compli ce peer Secti n 17 4.2.2.
9. Special inspections are ' entxf ed for welding.
I0. Special insp coons are 'dentx�ed for ugh. strength b Iting.
I 1. Special in ect2a s Identified for concrete cons ctiori except as excluded by Section
17Q4.4.
12. Specia p�i are identified for masonry as per ection 1704.5.
13. Speci :u-� p ffions are identif ed for fills greater tha 12" deep where a load is applied,
14. Special in ectzans are identified for all pier and pil foundations,
15. Special inspections are identified for sprayed an fixe resistance applications.
I 6. SpeciaX inspections are identified for smoke conical
17. Qualify assurance pian for seismic resistance is pros
chapter 230$ or reinforced masar�ry fess than ZS fee
18. Special inspections are provided for se7sm.ac force r
19. Structural observations as per Section I709 are ide�
ZII.
20. Truss Details provided or noted to be prod
SOILS AND FOUNDATIONS
YS e- S.
ded (except for design light frame as per
high)
silting systems.
:Ifzed for strictures in Seismic Use Groups It or
ded priqr to frame mspectian.
� . Allowable soil foundation bearincy pressure G s per Table 18+D4.2}.
2. A soil investigation i s required per the requi emenfis of Section 1502.2 where questionable soils
such as fill materials, organic soils, c��.ys or que�i�onable pock strata exist. Do any of These
conditions exist`? Yes Na Zf yes, a� the necessary soiIre ports provided? Y%,,-> No
3 . Grading is a minimum of 2°I� for concreter asphalt surfaces or 5% for natural surfaces.
4.
Information provided as per Section 18033.1for any structu�ral fii1,
5. Footings (except for 1 stork category �. bdings no bigger than 4010 sq. ft.) are 36" belay grade
for frost protection.
6. Bu'ld*rig� on ar adjaceni to greaser than 11 slopes meet requirements of Section 18Q5.3.
7- Top of foundation is a ininimum of 12" have the adjacent street gutter {unless a drainage path is
ct
�en�:�fied and approved by the buildingffciai).
8. Footings designed so that the allowable earxng capacity of the soil is not exceeded.
9. Foundation meets the requirements of S ction 1805.5 (including t
ables 1805.5_).
10. Except for Group R and U occupancies of light framed consiruction of seismic designe��gn D ,ani less
than 3 stvri.es in hieght, concrete is a miniznum of 30a0 p.s.i..
11.. Retaining walls are designed With a 1,ateral slxding and over%x-ning factor of safely of 1.5.
7
12. Foundation drainage system of water -proofing (Section 1807.3) is provided where water table
13.
14.
15.
16.
17.
is*
warrants.
Damproofing shown under slabs as per Section 1 807.
Darzlproaf ng shown for foundation wall.
Minimum of 4" of gravel is shown under all slabs..
is in
Foundation drain installed except well -drain(
1 807.4.3.
Pi1es meet requirements of Section 1 8o8, 18,091,
Piers are a minimum of 2' wide and meet requir
CONCRETE and MASONRY
1.6
2.
0
4.
50
�A
*I
70
0
Canstruction documents show compressive streni f
and the size and location of reim
nforceent,
Structures assigned to Seismic Design Category
designed as a structural diaphragm -
Concrete exposed to freezing weather has air intra
V
requirements of Section 1.904.2.2 ,�3d1.Tables 19+d4.
Masonry construction dvc
and wall ties as per�Sectio:
1%
f�T Size� 9T
masonry irreplaceveI m*nimum 12" thick food
Masonry fi eplac
ave seismic reinforcement a
Masanrfir s meet des2gn requirements of
Mas oVY c eys shall meet requirements of S
e
WOOD
1.
2P
4.
5-0
Truss drawings identify requirements as per Se
Joist layout plans are provided. Engineer
Floor and roof sheathing meets requirements oj
Connections and fastening meet the requireme.
w1.
gravel areas) as per Sect -ion I. $07.x.2 and
1810 and 181 1.
ments of 1808.2.23. and 1812.
of concrete, strength or grade of reinforcement
contain cq statement identifyYng if slab -on -grade is
unent as per Table 04.2, 1 and meets the
0.2(l) and 1904.2.2(2).
e, type and location of reinforcement, anchors
4gs that are 6" wider than masonry.
d anchors as per Section 2111..
ection 2 1 1 1 and Table 2 1 1 1.1
tion 2113.
ion 23 03.4,. 1.
W products have computer layout.
Section 23 04-74
is of Table 2304.9.1.
rUNLeners in preservatzve txeated wood are hot dipped zmc coated galvanized steel, stainless steel,
silicon bronze or copper.
6. Wood framing members above foundations
7. Diaphragms do not exceed the 4: 1 ratio for
8. Shear wall aspect ratios meet the requireme
9. Shear wall design meets requirements of Se
GLAZING
1. Cla.zing xn pool.
sauna, hot iub, steam ro o
S
standing , urface) is safety glazing as per 1
2. Glazing within 24" of door (unless over 41
2406.6
�. Glazing greater than 9 sq. ft., bottom be
safety glazing as per Section 2406. i
4. Glazing in guards and rails is safety7
A
T
5. Glazing next to stairways, landings and
glazing as per Section 2406.
��e 8" (min.) above soil.
11 edges blocked and 3:1 for unblocked.
is of Table 2305._'_3.3.
tion 2305.,3.
�n, bathtub or shower enclosures (unless over 60" above
ection 2406.
�il) above standing surface) is safety glazing as per Section
W 1 8", top above 3 6" and 3 6'? from walking surface is
71n
j g as per Section 2406.
ramps (unless over 60" above standing surface) is safety
I . Number of plumbing fixtures sha
2. Separate tol*let facilitiesll eet the requi-remerits of Table 2902.1.are provided four spaces With 1 6 or more emi)lovees or rorn-hi-nnfirm r
30
4*
50
6.
71*
emploYees an customers (except, for mercantile Qccupanc wish occupancy of 50 or less).
Public toilet facilities are provided as per� 2.G. ,
Elevators meet the requirements of Chapter 3 0
. .
-Pedestrian walkways meet the requirements of Section 31 04.
Awnings and canopies es mee
Marquees meet the re�uiieA'
8. Swimming pool ental
9. Protection for pedes
10. Existing structures
e requirements of Sectio 31 05.
/It -do—
IS- of Section 31 06.
1 of devices meet the requirements of Section 3109.
e requirements of Sectxoi13306.
rc
et ere uirements of �Chapter 34.
V 't 7ui Rre m c
the