HomeMy WebLinkAboutCHECKLIST - 06-00571 - Applebee's RestaurantPlan Checklist for the 2003 International Building Code
Name of Project,0
USEAND OCCUPANCY
1.
2.
30
3.
4-
IIIII'
Ciassif�caiion as per Sections 302.1 & 3 03 hru 3I2
incidental use areas see Table 3 02. 1.1 ,d/1
Identify if mixed oe
Accessory Spac
Nonseparated "IN
Separated Mi
ancy exists. YILI
r under}
or No )c','
If no then skip #3 below.
uIWPFI pa.ncy as per Section 3 01,
ancy as per Table 3D2V I f, � 4 0.3-2 Ydeniify on pians Fire Barrier
_
Walls and/or
or fess than 50 occupants
„�1„11-�„�. I-,.LlIui11s gee �ectZon 4U4. Underground Buildings seg Section 4 D 5.
Motor Vehicle Occupancies,, see Section 4D6. I -Z Occupancies see Sect -Ion 4D7. 11111111111113 Occupancies
see Section 408. Motion Pirt1jrP Prniarf;..,�, U�.,...�,n ..�_.. � _ _. W_
��LV���al �6�U��Ho�aes incluaing the rating
If Assembly Occupancy exists, is it 75Q sq. ft. or less as per Section 3Q3.1
as per Section 303.1.AV-
Covered
M-9 1 I s CPP C� Prti r►r� n n -I see
section 410.
Section 412.
1�,A.� l�vvii�� �cC 3ec[1Q11 4UV. Mages and Platforms seg
Special Amusement Buildings see Section 411. Aircraft Related Occupancies see
Combustible Storage see Section 413. I�azardvus Materials see Section 414.
OCUL1011 4 1 D. Application of FlammE*nishes see Section 416.
see Section 417. organic Coatings see Section 418.7w
HEIGHT AND AREA
H -
Drying Rooms
1.
Area.,, First Floor (000 ,Second Floor Third2• Area meets requirements as peer Table 503. Basements need nat be incluFloor
as per.Section
503. 1. T} Yes Nox
3. Height meets requirements as per Table 503. Yes No
4. Buildings on same Lot? es �q�_ �f no ihen skip #5 below.
5. Regulated as Separat or Regulated as one Buildingasper Seetion6. Height mod2fied as per ect�on 544. Yes No yes , 503.
�
7. Area modified as per Section 5 06. Yes No Ifyes u p����e�� aye required.
calculate increase.�use the area prav1ded below to
qmmib
r3 /
12
%yo7$
L��o
;- 0000 o fl
Total Area Allowed after Increase �� Area Shown an Plans e;ry i0308
�- Zero Loi Line Buildings see Sect' n
Buildings see Section 5a7.
705. For Mezzanines see Section 5p5_ Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1 • Identify the Type of Construction as per Section 602 V B
2. Chick allowable material for Type I and II building s per Section 6.0' V"*
�. Table 60 1 -Identify Building Element Ratia�gs
4. Table 602 - Identify the dire Resistance Ratings of Exterior Valls
5• check Opennngs in E
704.8.1) xterior malls for compliance with Table 704,8.(If sprinklered, see Section
6. Projections meetrequirements of Section 7Q4.2
7. Check for window vertical exposure from roof below as per Se flan 704. 10
S. Check that Parapets are not required as per Seciion7 4. 1 i
9. Are Firewalls used oruired? Yes No i/
/ LIf no, skip #10 below.
14. Check Firewalls for t ctural Stabi'li,tv Fire Resistance Rating as per Table 705.4
Made of Nonc, st' Material s(exceDt Type V)----------------------
Horizontal Continuity Vertical
continuit, Co ion to Exterior Walls as per Section 705.5.1 Extend to
Horizontal r cti ents as per lection 705-5.2, Openings ono windows} as per
Section 7 .8 heck that Penetrations meet requirements of Section 712 Ducts and
Air Transfer Ope.. ings in Firewall meet requirements of Section 705.11.
1 x .
Are Fire Barriers used or required.? (as required by table 302.3.2) Yes. NoZVIf no skip
# 12 below.,
12. Check Fire Barriers r tr ct al stability as per Section 706.4.peningOs limited to 25%
o#` wall. Max'
�a � size of 120 sq. ft. (unless sprinklered)Check that
Penetrations meet re encs of Section 712. Ducts and Air Transfer openings meet
the requlremen o e ti n 12 and 716.
13. Are Shaft Enc osures used or required? Yes No�' If no then skip # 14 below,,
14. Shaft Enclosures meet the requirements of Section 707
15. Are Fire Partitions used or required? des X No if no Then skip # 16. below.
16. Check Fire Partitions for Structural Stability and Continuity as per Seal'on 'x(18.4. )1 Dwelling
units that are sprinklered are allowed lf2 hr. separations versus 1 hr., Check that
Penetrations meet. the requirements of Section 712. k'Ducts and Arir Transfer Openings meet
the requirements of Section 712 and 716./V
17. Fire Rated Ceiling panels meet requirements as per Section 711.3. X .
iio
18• All Penetrations in Fire Resistive Walls and H on"zontal Assemblies meet the requirements of
Section 712.,e<
19.
20.
2 1.
22.
23.
24.
Fire Resistive Saint Systems meet the requirements of Section 713
Doors and Shutters in Fire- I
�sisiive Assemblies meet the requiremen44ts Resistives of Table 715.3-.Z;�/
Fire Doors are Self Closin���_
Fire Windows or Glazing con orm to Section 715.4 and Table 715.4.Fire and Smake Qampers conform with Section ? 16F1re .l]1oC�1Tlgr`1T1Ci T)1'�fi' .�'fnrtnir�rr ;n �,�..•..r;.-]_.
--,--��,�J111k, 13 Y� v v Iucu dN per 3 eGt1on f t / A (Draft Sopping is not
required at partitive line in dwe]Iing units wi#.h comk�ined space of less than 3Qa4 Sq. Ft anc� not
In 5prinxiearea ouitc[xng with sprinklered concealed spaces}AVI -
IF
25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section $p3. -elc
26. Floor Finish meets requirements of Section 804.10e
PW cow Wr.
FIRE PROTECTION SYSTEM
1. Is a Fire Protectio System rewired for phis bu�ldin in order to meet area, height etc. requirements?
Yes No If �o skip #2 below.
2. Liss the type of system that is reauirer� �l% .�
3.
4.6
5.
Other requirements requiring Fire Protection Systems (checkif needed
Group A (As per Section 903.x. 1) �
Group E (As per Section 903.2.2)
Group F- 1 (Asper Section 903.2_`)
Group H (As per Section 903.2.4)_
Group I (As per Section 903.2.5)_
Group M (As per Section 90,3..2.6)_
Group R (Asper Section 903.2.7)_
Uroup S-- 1 AAs per Section 9032-8),
Group S-2 (As per Section 903.2.9)T
A11 Buildings except R-3 and U (As per Section 903.2. 10
Ducts conveying Hazardous Exhausts (As per Section 9a3. .22.I)-04/�
Commercial Cooking ;Op, anions (As per Seciion 9 3.2.12.2)
As per Table 9 3.2. 13
If Sprinklers needed as identified in #3 11st tY e of system required.
If Sprinklers required by any --Z�(/,000—
of the abov�/, re Monitors and Alarms provided as per Section
90-3.4? ., I
6. If an Alternative Automatic F1 Xti
shiR System is identiffiied, dogs I meet ae requirements of
Section 904?
7. Are Fire Alarms required s pe S tn r 90S? Yes_ No if no then ski #8
below,p
S. Do Alarms meet the r quire t ist ections 9D7 or 908?
9. Is smoke control re ired?(a p r S s 402, 404. 405 or 410) Yes No _ If yes, see
Sections 909.
14. H Occupancies may require smoke and heat vents as per Sections 415,6 and 4 10.
MEANS OF EGRESS
I - Minimum height of 7'as per Section 1003.2.
2• Any protruding objects meet the requirements of Section 1003.3,
3. The occupant Toad shown an plans,
4. The occupant Toad as per calculated by Table 1004.1.2.
S. Occupant road posted in every assembly occupancy as per Section 1004.3,--,"fLt.
6. Egress width is identified on plans.
-t—000r— JW
7. Egress width meets requirements as calculated per 'Table 1005. 1. 7 1--e
$. Multiple means of egress sized so that the loss of any one means of egress shall not reduce the
ilavaable egress capacity to less than 5Q% of total required._
9. Door encroachment does not reduce the required egress width to less than 50% required. X
10. Means of egress 1s illuminated per Section 1006.
11 . Illumination emergency power is shown for means of egress as per Section � O�b.3,
12. An enclosed exit stairwayis
shown. Yes No� 1�no, skip # 13, # 14 and # 15 below.
13. Enclosed stairvvay has an area of refuge(as per Section 1-007.6).4
14. Area of refuge has 2 -way comm unications
1007.6.4 and 1007.6.5. .411,41, instructions andis identified as per Sections 1007.6-3,
15. Door dear widths are a minimum of 32"'. Except as allowed by exception of Sectiorl 100$.1. 1
16. Doors swingin the -1 direction of travel where serving SO.or more pexsc�ns ar �n a I� occupancy, �
17. 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 1008.1,54
19• Thresholds are ide V2" t�fied as a maximum of high_ for ow I*" � ,��,�,�-c anr� 3/ -- _
Section 1008.1.6.
Nilu11ij uc�ors as per
4U. apace oeiween two doors is less than 48"(except R2&R3 non Type A units). X
21. Locks and latches meet requirements of 1008.1.8.
_�
22. Panic hardware is shown at required I cations (Section 10D8. 2.9).
23. Does a stairway exist, yes No , If no ski #2 �-
, p 4 thru X28,
24. Stairway doors do not open over stairs.
25. Stairways are a minimum of 44"' wide(except where occupant load i$ Sp or less or asper Section
10�g.1}.
26. Maximum riser is 7 inches and minimum tread is I 1 inck�es.
27. A landing is provided at the top and bottom of � stairway.
28. Maximum ver�ical rise without a handing is 12 ��
Y.
29. Handrails are identified that meet the requirements of Section 1009.1
. 30. Handrails return to wall, etc. or are continuo to n+exstair handrails
/1001
3 1. Elevation change of over 1120 is designed as a ramp as per Section 1. � 1
3Z. Exit signs are identx£ied when over 2 doors are required fir exiting,
33. Ex it signs are spaced no more than 10 0 ' apart or to the door.
34-42 guardrails are shown whenever a walking surface is over 3Q'" above grade
35. any roof mechanical equipment within 1 Q -I
' from edge has a guardrail shown.
36. Egress does not pass through intervening spaces unless the space is accessory to the area served and
the intervening spare is got hazardous.'
37. If multiple tenant spares exist, egress ram any one does not pass through another.38. Length of common e cess travel does li-�
� not surpass requirements as per lection 14 13.3
39. Required egress aisle adjacent to tables shall comply with Section 10 13.4.2.`
40, Svaces with one means of egress meet the fallowing maximum occupancy loads:
a. Occunnnoy A,B,�,F,I'vI & U - SU oc �
c.
b• occupancy H- 1, H-215 & H- 3 -- 3 occ.
C. Occupancy H-4, H-5, I- 1, I-3, I-4, & R. - 10 occ.
d. occupancy S - 30 acc.
41. Where two or more exits are required, they are a minimum of !/2 the diagonal distance of the space
served apart or where the space is served by an automatic sprinkler system, the distance is 1!)A �
42. ff boiler or furnace rooms over 5oo sq, ft. with btus over 400,000., two exits areprovided.43. Refrigeration machinery rooms and refrigerated rooms er I ��Q s . ft. have two
44. Stage means of egress comply with Section 10. � 4m6.& ,� � exits.
45. Exit Access
travel distance meets requirements of Table 1015.1w
,
46- e �i loonies constructed in accordance with Section 10 15.3 have Z00' �.dded to theiraistance.� travel
47. Corridors are gated asper Table 1016.1.�
48• Corridor widths meet requirements of Section 10 16.2. 49. Corridor dead ends are less fan '
�
or 50' for sprxnklexed occupancies B and F.
50. Corridor not used as plenum. unless in a tenant space of Tess than 1000 sq, ft
51. The minimum number of exits for occupant load meets the follow�n : -. �
1-50(] requires 2 exits g
50 1 - 1 Q00 rewires 3 exits
More than. 1000 requires 4 exits
52. buildings with one exit meet the requirements of Section and Table 10 18.2.
53. Interior star
stairwells required as a means of egress m et the requirements of Section 10 19.
54. Spare under stairs is identified as I -hour rated.
55. Exterior ramps or stairs are open o one side and have a minimum of 35 open not sq. ft. of o
than 42" above any floor level, q p p less
56. Exterior ramps and stairways are protected From the inside of building as per Section 1022.6 .,,�� ,
57- Exterior ba�con�es, stairways and ramps are over 10 ' from t lines
58. Egress courts meet the requirements of Section 1023.5.
S9• Assembly occupanc�es meet the requirements of Section 1024.,�
60. ilV 7h�nj�� PU'I"E�Qt' !'lY' 1o4'�ar yn v.a+..��. 0 0
-'-----
and other buildings on the to
„b,,,,,,, „1 u����l !3 Fiu,,iucu �n every seeping roam and any habitably basement.-Me.
61. Vestibule is provided as per Section 802.3.6 of the Ynternatianal Energy Conservation Co
ACCESSIBLITY
1. An accessible route connects all accessible buildings, accessible facilities, accessible elements,
acc�ss�ble spaces �.r�d the public right-of-way(except as excepted b y Section 11, 04).A�
2- In addition to the required accessible entrances, S0% of all public entrances are accessible.
3 • Accessible parking is provdedias per Table 1106. 1
. �
40 10% of hospital out patient parking is accessible and 2Q% of rehab or physical therapy,, A/�
5. -Van spaces are provided.(one out of six and any portion)_>(_
G. Accessible parking 'is provided on shortest route from accessible parking to the accessible
building entrance. `
7• Group loccup
ancies meet accessibility requirements as set forth in lection 1107.5*
8 • Group R-1 occupancies meet the requirements of Section 1107.6 and Table 1107.6-1.1-�%
9. Where 4 or more a art�nent
p units, one level town homes or condos are vacated in one structure,
all. units are designed s Type B units as per 1CC/ANS1 117.1 unless on a upper level without
C, evator service.
10. Where more than ZQ apartment unit, one level town homes or condos are
11.
121t
13.
14.
15.
16.
17.
18.
19.
20.
but not Less than one are designed as Type A units as ner 1CC/ANcsT
lacat9d in a project, 2°/v
1__ _._y�.�.� 117.i
Wheelchair spaces (and companion seat as er Sec�ian 1108.2.5) are provitled in Assembly
0ccupanc1es as per Table 11 QS.2.�. i . �,,�-''
assistive listening systems are provided in .Assembly occ panties where audible
communications are integral to the use of the space.
Any Assembly accupar�c� pe�forznan.ce area has an accessfble route as per Sect*on 1108.2.8
Any dining area in an Assembly Occupancy is fully accessibie.�_
S e If service storage facilities shah provide accessible spaces as per Section 110 8.3
Collet and bathing facilities are accessible(unless in a private affice)as per ection I 1 toilets and bathingrooms are su lied p� as per Section 1109.2.1.
Where sinks are provided, 5°/a, but not Tess than I is accessible. )6
Where a kitchen or kitchenette is provided, it is accessible unless in Type B dwelling}.
Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8,,x,
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
I .
z.
3.
4.
Attic ventilation exists khat is 11150 �f the floor spat or 113Q0 with vapor barrier.
50°/a of ventilat�an is 3 ft, above eaves.
Crawls ace ventilation p complies with Section 1203.3.
�' Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space.
5, Interior spares that do not have openings directly to outside meed requirements of Section
19.01 � I Y
6. Bathrooms cti
11.
12.
g bathtubs., showers or spas are mechanically ��ented.
Natural or Artificial light is provided that meets the �r�quir eats of Section 1205,
Courts shall meet the reqiuiremiazni-s of Sectzon.0
1206.3.
Dwellings party walls and floors meet the requirement7"
All - -1 -1-1 -1 a * -s o Section 1207.
1 it, liClU1tQV:G iVVlIl.� �FZLili V� [.L lli�llii,ill.1114 �l_ /' wide, and a minimum of 7� sq. ft. in a�rea.r�
Dwelling uni�s�excepi Section 12Q8.4 efficient units haeme one habitable room of 12Q sq. i�.tj
A11 ceirings are a minimum Al
o f 7 ' �" with no more than T /3 at 7' [� ".
13. Attics and crawl spaces have access openings as per Section. 1209.,
1441 An enemy review has been submitted that meets therequirements of the international Energy
conservation code.
_X.
EXTERIOR WALLS AND ROOFS
1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and
leakage has been.provided.p`)e
2. Water resistant barrier shown on sheathing as per Chapter 14.
3. Masonry veneer is flashed at bottom and has weep hales as per Section 1405.3.2.
4. Masonry veneer shall be mechanically attached as der Section 1405.5.`�Q
5. Stone Veneer 'is anchored as per Section I405.6.
d. Sidings shall be applied as per Sect -Ion 1405.K
7. Fire separation distance for combustible veneers(siding} meet that of Table 1 6.2.1.2.�
S. balconies that protrude shall meet the re�uirerx�en� of ' fable 6Q1 for floors. �
9. Metal Composite Matenals(MCM) shall meet the requirements of Section f'407.NIc
t0. Roof coverings meet the requi�emen�s of Table 15x5. 1.
1 I . Double underlaypent is provided in asphalt roofs with minimum slope of 2:12 up to and including a
4. I "? stops. j�-
� �. An ice aam membrane (one continuous sheet or two sheet cemented together} for all as
��I3provided from the roof edgy to 24" inside of the ins' e of the exterior
_ wall
. Drip edge metal isprovided along aroof edge,
14. Metal roofs meet the requirements of Section 15p7,4.
15. Built-up roofs meet the requirements of Section 1507. 10.
��
16. Singe Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.13)
_
17. All other roofing types meet the requirements of Section 1507.
�
18. Bwith roof drains have drains designed and sized as per UFC 110-5.0.. �
STRUCTURAL DESIGN,AND SPECIAL INSPECTIONS
Phalt roofs is
I - Structural Use Group (as per Table 1604.5) .00
2, Structural documents for dight frame woad buildings as per chapter 23 include floor roof and live
loads., ground snow load, basi"c wind speed, wind exposure, seismic design category and site
class.
3. All plans except as deseribedi"n 41 above shall include the following:
a. Floor dive load including any reductions, I*f
b. Roof Live load as per Section 1607,11��
C. Roof Snow load, includin ia the flat roof snow load, the snow exposure factor, the snow
load importance factor and the thermal facto
ry
d. Wind design data, including baszcwindseed, wind importance factor with building
category,, wind exposure, applicable internal pressure coefficient and the delign wind
pressure used for the design of components and cladding._\
e. Earthquake design data includingSe" * importance � ismic factor, seismic use group, m411
spectral response accelerations,, site class, spectral response coefficients, seism-
ma
category, basic seismic -force -resisting seismic gn
coeffte" Wr i ing systems, design base shear'. seismic -response
ients, response modification factors and the anal ."
YQ's procedure used. �!!'
4. Flood zone is ic�entifieci�(if Yn flood zone see Section 1 6 3.1.6)
5. Design of floor lavd 0 4 ads n access of 50 lbs per sq. ft. also 'Identify that signs. must be posted as per
Section 1 6 03.3.
6. Structural design calculations meeting the requirements of chapter 16 have been provided.
�,,
7. Architectural, mechanical and electrical components meet the seismiuirements 1621. qof Sec���n�
8. Where special fabrication (usually steel) is performed
certificate of compliance as per Section 1704.2.2. ff sight, the fabricator has provided a
9. Special inspectians are identif
d for welding.
1 0 . Special inspections are identified for high strength boding.l�
11. Special 'inspections are identified for concrete construct -ion except as excluded by Section
17 014.4.
12. Special inspection are identified for masonry as per Section 1704.5. A&IC
13 . Special inspections are identified for fills greater than 12" deep where load is applied.
14. Special inspections are identified for all pier andilefoundations.
15. Special inspections are identified for sprayed on fire res'
P Orr resistance alicationsW
d for smoke control
1 6. Special inspections are identifiesystems.
1 7. Quality assurance plan for seismic resistance
is stance provided (exce t for designchapter 2308 or reinforced masonry less th 95 feet high) frame as per
1 8. Special inspections X are provided for seismic force resisting systems.
19. Structur I observations as per Section 1709 are identified for structures in Seismic Use, C�roups or
SII. A7f;
20. Truss Details provided or noted to be provided prior to frame inspection,,,
SOILS AND FOUNDATIONS
1 . Allowable soil foundation bearing pressure (as per Table 1804.2). *400y
2. A soil investigation is required per the requirements of Section 1802.2 where questionable soils
ki
such as fill materials organic soils,., clays or questionable rock strata exist. Do any of these
conditions exist? Yes No If yes, are the necessary soil reports
3. Grading2°/aproviAed? Ye;1�7 Nois a minimum of for concrete or asphalt surfaces or 5% f natural surfaces.
4. Informatm
ion provided as per Section 1803.5 for any structural fill. ��
5. Footings (except for I story category I buildings no bigger than 400 sq. ft.) are 3 6" below rade
for frost protectxon.��g
6. Buildings on or adjacent to greater than 3/1 slopes meet res
uirements of Section 1 805.3.
7. Top of foundation is a minimum of 12" above the adjacentreet gutter ( unless a drainage
-P 'path is
"Identified and approved by the building cuff cl al).
8. Footings designed so that the allowable bearing capacity of the soil is not exceeded.
9. Foundation meets the requirements of Section 1805.5 including tables Z 805.5_)1._),C_
10. Except for Group R and U occupancies of light framed construe ion of seis a 0
� .0 eismic design D and less
than 3 stories in hieght, concrete i's a minimum o 3000 UW f p.s.i.
11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5
12. Foundation droinage system or water -proofing (Section 1$07.3) is �ravided whwarrants. ere water table
Z 3 • Damproofing shown under slabs as per Section. 1$07.2. 1.
14. Damproofing shown for foundation walls.
15. Minimum of 4" of gra�e� is Shawn under all slabs. ?Q
16. Foundation dyAin is installed (exc�pt in y�re�l_drained gravel areas asper Section18 }7.4.3. '�) 1807.4.2 and
17. Piles meet requirements of Section 1808 , 1809,, 18 1 �D and 1811
.
181P
Piers are a minimum of 2' wide and meet requirements of 1808.2-.23. and 1812.
CONCRETE and MASONRY
I .
2.1
3.
44,
5.
6.
Construction documents show compressive strength of concrete, strength or grade of reinforce
end the s��e and Iocat�on Uf reinforcement, A57ment
Structures assigned to Seismic Design ategory D contain a statement identifyin if slab-on,gra
designed as a structural diaphragm, � de is
Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the
requirements of Section 1904-2.2 and Tables 1944.2.2(T and 1904.2.2(2).��
Masonry construction documents identify size, grade, type and location of reinforcement anchors
and wall tees as per Section 2101.3. %7
:Masonry fireplaces have midi tum 12'thick footinpF.0% tsar�,��ti«T„-gar4.�,Masonry freplaces have
7. Masonry fireplaces me 8. Masonry chimneys s 1�
WOOD
1.
2.
3.
a.
5.
YYAU1v1 L1fCL11 �11CLUI]T�, ��`
esreinorcement and anchors as per Section 2111.
P.. ;Inaf
f'llYlYarn � _�
Table
4u.�lujiicii�5 t�,� �e�tlo]�1 � 11 ! and 2 111. 1.
quirements of Sectio. 2113.
Truss drawings identify requirement a� per Section X303.4. I. J
Jo'stI layout pans axe provided. n ineeredproducts4�_Floor and roof sheathing meets re uiremnts af have ca puter layou
q Section 2304.7.,�
Connections and fastening meed the requirements of Table 23D4.9.1. �✓�
Fasteners in preservative treat d wood are hot -died zinc Coategalvanized�
silicon bronze or copper, zinc.
� steel, s�aln�ess steel
6. woad framing members above foundations are 8" (min.) above soil.4
7. Diaphragms da not exceed the 4:1 ratio for'
a� edges blocked and 3: far unblocked.
S. Shear wail aspect ratios meet the requirements of Table �3�Q5 3,
9. Shea- wail design meets requirements of Section 2 3 45,3.
GLAZING
1. Glaz *
Ing in pooh, sauna, hot tub,, steam room, bathtub or sho er enclosures un
standing; surface} is safely glazing as per Section X446. less over 60""
Glazing Z. within 24" of d�n� f,�n�p�c �,tTA,. �n�� .,�.w___ _�- --,= � .. _
abflve
2406. �1`I_ --, ��iA-Uu � -1 ►�� auuWC sian4xng surface) is safety glazing as per Section
3. Glazing greater than 9 sq. ft., bottom b�low 1S", top above 36" 3651 firand 3�safety glazing as per Section 2406. 1¢ m walking surface is
4. Glazing in guards and rails, t
is safeglazing`y as ,per Section 2406,,
5. Glazing next to stairways, landi!
sand ramps (unless over 60"' above standing
g�a.z�ng as per lection 24��. surface) is safety
MISC.
1.
2.
3.0
4-6
61
6.
7.
8.
9.
ig
Number of plumbing fixtures shall meet the requirements of Table
►�t,�aid�C Loliez racltitzes are provided for sn�ceq with
2902. 1. k
LT71i11L1'[7PAC nrtir� n�ic.4r..........,. f___ _ _ __ . r 1- --` .= . • �"`� � 5 yr moxe empiayees,
, �,,,,, �11,� ,,U,,L�,11iGj, ,��xcepz ror mercantile occupancy with
Public toilet facilities are provided as per .Section 20 2.6.
F1:Xrl+l�1�n ...e .. �.,
or combination of
occupancy of SD or less),,,X
�AL v u�v1,11�GGL uie requirements of ChaDter 30.LI.
Pedestrian walkways, meet the requirements of Section 3104.)ek---,.
Awnings and canopies meet the requirements of Sect' n 3105.,,,W,
Marquees meet the requirements of Section 3106,
Sw'mming pool enclosures and safety devises meet the requirements a�' Section -3109
Protection for pedestrians �-�,eets the arequirements of Section 3
10. existing structures meet the requirements of Chapter 34.
06.E