HomeMy WebLinkAboutPLAN CHECKLIST - 07-00433 & 434 - The Bank of CommercePlan Checklist for the 2003 International Building Code
Name of Project: L�/QG
USE AND OCCUPANCY
1. Ciassifrcatian as per Sections 302. 1 & 303 thru 312
2. Incidental use areas see J'able 3D2.1.1_
3. Identify if mixed occupancy exists or Na If no then skip 143 below.
Accessory Space (10% or under)
Nonseperated Mixed Occupancy as per Section 302.3 1 ��,�
Separated Mixed Occupancy as per Table 3 02.3 Identify on plans Fire Barrier Walls and/or
Horizontal Assemblies including the rating
3. If Assembly Occupancy fists, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants
as per Section 343.1.1
4.
Covered Malls,, see Section 402. tri s see Section 404. Underground Buildings see Section 405.
Motor Vehicle Occupancie se 5too. 4(]5. 1-2 Occupancies see Section 407. 1-3 Occupancies
see Section 408.1 Motion ict re roje on Rooms see Section 409. Stages and Platforms see
section 410. Special A, S e B s see Section 411. Aircraft Rebated Occupancies see
Section 412. Combu i 1 eta ge Section 413. Z Iazardous Materials see Section 414. H-
Oecupancies
see Sedo 41 5 A lication of Flammable Finishes see Section 416. Drying Rooms
see Section 4 1 7. Organic oatings see Section 418.
HEIGHT AND AREA
10
2*
3.
4.
5.
6.
7 IF
E-bol
Ares_ First Floor ��I.��1 Second F1nnr
_ _,. v ,Third F
Area meets requirements as per Table 503. (Basements need not be 'Included as per Section
53.1. 1 ) Yesse�C` Na
Height meets requirements as per Table 503. Yes. Na
Buildings on same Lot? Yes- t1c No ti If no then skip #5 below.
Regulated as Separate or Regulated as one Building as per Section 503.1.3
Height modified as per ection 504. acs NaIf yes , sprinklers are required.
Aria moditied as per �iection )U6. Yes No If yes use the area provided below to
/r --
UdWuld 0 iliurcaWo
Total Area Allowed after Increase Area Shown on Plan
Zero Lot Line Buildings see S
Buildings see Section 507
tion 705. For Mezzanines see Section 505. Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1.
2.
3.
4.
S.
31.
7.
8.
9.
1 06
0
Identify the Type of Construction as per Section 6 02
Check allowable material for Type I and 11 buildin s as per' Section 603
Table 60 1 - Identify Building Element Ratings
Table 602 - Identify the Fire Resistance Ratings of Exterior Walls
Check, (ape ngs in Exterior Walls for compliance with Table 704.5. If sprinklered, see Section
7{34.8.1)* --11
Prod ections' meet requirements of Section 704.2
Check for window vertical exposure from roof below as per S etion 704.1 [l
Check that Parapets are not required as per Section
Are Firewalls sed or required? Yes NQzv__ if no, kip 4 1 0 below.
Check Fire Structural Stability Fire Resistance Rating as per Table 705.4
Made of ustible Materials(except Type V) Horizontal Continuity Vertical
Continuity Connection to Exterior Walls as per Section 705.5. 1 Extend to
Horizontal Prof efing Elements as per Section 705.5.2 Openings (no windows) as per
Section 70 5. 8
Check that Penetrations meet requirements of Section 712 Ducts and
Air Transfer 0 enings in Firewall meet requirements of Section 705.1 1 0
1 1. Are Fire Barri rs used or required? (as required by table 302,3.2} Yes Na If no skip
4 12 below.
12. Check Fire B lets for structural stability as per Section 706.4. Openings limited to 25%
IP
of wall. aximum opening site of 1 20 sq. ft. (unless spfinklered) Check that
Penetrations eet the requirements of Section 712. Ducts and Air Transfer Openings meet
the requirem nts of Section 712 and 7164
13. Are Shaft En losures used or required? Yes No Yf no then skip # 1 4 below.
14. Shaft Enclos res meet the requirements of Section 707.
1 5. Are Fire Pa tinn,s used or required? Yes No If no then skip 4 1 6 below.
1 6. Check Fiore artit*
ions for Structural Stability and Continuity as per Section 708.4. Dwelling
units that arsprinklered are allowed %2 hr. separations ons versus I hr. Check that
Penetrations eel the requirements of Section 712. Ducts and Air Transfer Openings, meet
the requirem nts of Section 712, and 71 6.
17. Fire Rated fling Panels. meet requirements as per Section 71 1.3. 4.
18. All Penetrati ns i P n Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 712.
19. Fixe Resistive oint Systems meet the requirements of Section 713.
20. Doors and Sh tters in Fire Resistive Assemblies meet the requirements of Table 7 1 5.3.
21. Fire Doors are Self Closing.�
22. Fire Windows or Glazing conform to Section 715.4 and Table 715,4, //Zolw-
23. Fire and Smoke Dampers conforni with Section 7160
24* Fire Blocking and Draft Stopping is provided as per Section 717raft Stopping is not
- % ea.
required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not
required zf in spnnklered building with sprinklered concealed spaces)
25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803.
2+6. Floor Finish meets requirements of Section. 8(34, CL--
FIRE PROTECTION SYSTEM
2.
3.
4.
5.
on
7.
Is a Fire Protection System required foir this building in order to meet area, height etc. requirements?
Yes NoIf no skip #2 below.
List the type of system that is required
Other requirements requiring Fire Pr ectzon Systems (check if needed):
Group A (As per Section 9Q3.2. 1)
Group E AAs per Section 903.2.2)
Group F-1 (As per Section 903.2. }
group H (As per Section 9p3.2
Group I (As per Section 903.2..
Group M AAs per Section 903.�
Group R AAs per Section 9D3.2
Group S- 1 AAs per Section 903
Group S-2 (As per Section 903
ASI Buildings except R-3 and U (As per Section 9Q3.2. 1 0)
--a>C
Ducts conveying Hazardous Exhausts (As per Section 903.2.. 1 . 1)
Commercial Cooking aper ions (As per Section 903.x.12.2)
As per Table 903.2.13
it aprinKlers needed as identified in #3 list tune of sistem ren,,;rM . ilie
If Sprinkleu�
903.4? ,
If an Alt h
Section 9044
.1
Are Fixe Alarms r
below.
by any of the above, Are Monitors and Alarmsprovided as per Section
tomatic Fire Extinguishing System is identified, does Y meet the requirements of
uired as per Sections 94? or 90B? Yes
No if na then skip #8
$. Do Alarms meet he requirements listed in Sections 9Q7 or 948?
9. Is smoke control required?(as per Sections 4Q2, 4Q4, 445 or 4 10) des
Sections 9a9.
1 0. H Uccupancies
No If yes, see
ay require smoke and heat vents as per Sections 415.6 and 4 100
MEANS OF EGRESS
I - Minimum height of 7'as per Section 1003.2.�
2, Any protruding objects meet the areuirrements of S ectiQn 1003.3.
3. The occupant load shown on plans.
4. The occupant load as per calculated T�y liable 1004.1.2.
5. Occupant load posted in every assembly occupancy as per Section 1004.3.
6. Egress width is identified on plans.
7. Egress width mets requirements as calculated per Table 1005. 1._
8. Multiple means of egress sized so that the doss of any one means of egress shall not reduce the
available egress capacity to less than 50% of total required._)0
9. Door encroachment does not reduce the required egress width to fess khan 50% required, C�
10. Means of egress is illuminated as per Section 1006.—rl�"
I 1. Illumination emergency dower is shown for means of egress as per Section 1006.3.
1.2. An enclosed exit st 'r is shown. Yes No,>0 if no, skip # 13, 414 and # 15 below,
13. Enclosed stairway yea of refuge(as per Section 1007.6),,
14. Area of refuge s -rnmunications, instructions and is identified as ger Sections 1007.6.3
,
1007.6.4 and I
(l
_ _ 5
15. Door clear widths are a minimum of 32". Except as allowed by exception of Section. 1408. 1, 1 .
16. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy.
7. Specialty doors meet the requirements of 1008-1.34 >C-
#---..'
18. All egress doors have a handing on bath sides as per Sections 1008.1.4 and 1005.1.5, ic
I9. Thresholds are identified as a maximum of �/2" high, for swing doors and3/4" for sliding doors as per
Section 1008.1.6.
A-
20. Space between two doors is less than 48"(except R2&R3 non Type A units).
21. Locks and latches meet requirements of 1008.1.8. K
22. Panic hardware is shown at required locations (Section 1008.1 .9).`
23. does a stairway exist. Yes NoIf no, skip #24 thru #Z8.
24. Stairway doors do not open over 'airs.
25. Stairways are a minimum of 44"' ide(except where occupant load is SQ or less or as per Section
1009-1).
26. Maximum rises is es an minimum tread i's I I inches.
27. A landing is proved e t p and bottom of each stairway.
2S. Maximum vertical is 'tha t a landing is 12'.
29. Handrails are identified that, eet the requirements of Section 1X09.12 .
30. Handrails return to wall, et or are continuous to next stair handrails
3 1. Elevation chane of over 11 0 is designed as a ramp as per Section 10 10
32. Exit signs are identified when over 2 doors are required for exiting.
3 3. Exit signs are spaced no more than 100' apart or to the door. -
34.,
42""' guardrails acre shown whenever a walking surface is over 30' above grade.
Oef
35. Any roof mechanical equipment within 10' from edge has a guardrail shown.
36. Egress does not pass Through 'intervening spaces Winless the space is accessory to the area saved and
the intervening space is not hazardous. �
37. If multiple tenant spaces exist, egress from any one does not pass through another.
3.8. Length of common egress travel does not surpass requirements as per Section 10 13. 3
39. Required egress aisle adjacent to tables shall comply with Section 1013-4.2.
4a. Spaces with one means of egress meet the fallowing maximum occupancy leads: Jv/
a. Occupancy A,B,E,F,M & U - 50 occ.
b. Occupancy H- 1, H-2, & H-3 - 3 occ.
c, Occupancy H-4, H-5, I -LA -3, I-4, & R-1 D occ.
d. Occupancy S - 30 occ.
41. 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 sprinkler system, the distance is X13.
42, If boiler or furnace rooms over 5 0 sq, ft. r�via�
th btus aver �,004, t�vo exits are provided, )U,
43. Refrigeration machinery rooms and refrigerated ill, (1111)m over 100 0 sq. ft. have two exits.
44. Stage means of egress comply with Section 10 14.6.
45, Exit Access travel distance meets requirements of Table 10 15. 1.
46 . Exterior exit bc-9conie s constructed in accordance with Section 10 15.3 have 10 0 added to their travel
distance.
47. Corridors are rated as per Table 10 16. 1
��
4 S, Corridor widths meet requirements of Section 10 16.2.
4 9. Corridor dead ends are less tan 2 07 or SQ' for sprinklered occupancies B and F,
50. 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 follow*ng:�
J -500 requires 2 exits.
5 14 00 requires 3 exits
More than 1000 requires 4 exits
4
52. Buildings with one exit meet the requirements of lection and Table 10 18.2._�
5 3. Interior stairwells required as a means of egress meet the requirements of lection 1 � � 9. ,�%�
54. Space under stairs is identified as 1 -hour rated
55. exterior ramps or stairs are open on. ne side and have a minimum of 35 sq. ft. of open space not f ess
than 42" above any floor bevel.
56. Exterior ramps and stairways are protected from the inside of building as per Section 1Q22.6. 161
57. Exterior balconies, stairways and ramps are over IO' fromlo. Imes anci other buxidings on the lot,.
S8. Egress courts meet the requirements of Section 1023-5.
59. Assemblyoccupancies meet the requirements of Section 1024, �
60. Window egress or better is provided in every sleeping room and any habitable basement. -4
61. Vestibule is provided as per Section 8+02.3.6 of the International Energy Conservation Code.
w)w2
ACCGSSIE3LITY
I *
3.
4.
5.
6.
9.
10.
An accessible route connects all accessible buildings,., accessible faciRities, accessible ele ends,
accessible spaces and the public right -o f -way (except as excepted by Section 1 104)PF
7n addition to the required accessible entrances, 50% of all public entrances are accessible,,:40
Accessible parking is provided as per Table 1106. 1. AC
10% of hospitalout patient parking is accessibly and 20% of rehab or physical therapy.
Van spaces are provi*ded.(one out of six and any poftion))C
Accessible Parki is provided on shortest route from accessible parking to the accessibly
building entranc
Group I accupancie§ eet accessibzliiv reauiremenis as set forth ; n SPot,nn 3 107 4�
Group R- 1 acc
Where 4 or ma
c/s deet the requirements of Section 1107.6 and Table 1107.6. 1. 1.
P,
al units are e� dA
elevator se Ice,
Where more than 20 ap
but not Less than one ar
11. Wheelchair spaces (an
Occupancies as per Ta'
12. Assistive listening sys
.r
communications are 1.11
13.
14.
15.
16.
17.
18.
19.
20.
Any Assembly Occup.
unit, one level town homes or condos are located in one structure,
e B units as per ICC/ANSI 117.1 unless on a upper level without
trnent unit, one level town homes, car condos are located in a project, 2%
esigned as Type A units as per ICC/ANSI 117. T.
I companion seat as per S e etion I 1US.2.5) are provided in Assembly
pie 1105.2.2. 1.
'ms are provided in Assembly occupancies where audible
egral to the use of the space.
icy performance area has an accessible route as per Section 1108.2.8.
any aznmg area in anssembly Occupan.ey is fully accessible.
Self service storage failities shall provide accessible spaces as per Section 1108.3.
Toilet and bathing facilities are accessible(unless in a private off cc)as per S ction 1109.2.
Unisex toilets and bathingrooms are su lied asper Section pp 1109.2. 1.
where sinks are provided, S%, but not less than 1 is ac
cesslble.`�
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.
�
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
• Attic ventilation exists that is 1/150 of the floor space or 1/300 with Vapor barrier,
Z. 50% of the attic ventilation is 3 ft. above eaves.
3. Crawl space ventilation complies with Section 12U3.3.
4. Natural ventilation(windows doors louvers � � etc.} zs a mxnlmum of 4l0 of floor space.
5. Interior spaces that do not have openings directly to outside meed requirements of lection
1203.4.1.
b. Bathrooms containing bathtubs., showers or spas are mechanically vented.
,0
7. Natural or Artificial tight is provided that mets the rauir meats of Section 1205. )CS. Courts shall meet the requirements of Section 12063--1
9. Dwellings party walls and floors meet the requirements of Section 1207.
�lI�,�tr
10. Ali habitable roams shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area.
11. Dwelling units(except Section 12D8.4 efficient units) have one ha -bitable room of 120 sq. fte�
12. A.11 ceilings are a minimum of 7'6"' with no more than 1/3 at 7'0"'.�
13. Attics and crawl spaces have access openings as per Section 12(]9. AO -P
14. An energy review has been submitted that meets the requirements of the International Energy
conservation code.ot-(,���'�,c.� �� �
EXTERIOR WAILS AND ROOFS
I - Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and
leakage has been provided. V
2. Water resistant barrier shower on sheathing as per Chapter 14.E
3. Masonry veneer is flashed at bottom and has weep hales as per 'Section 1X05.3.2. /JP�
4. Masonry veneer shall be mechanically attached as per Section 1405.5-
5.
Stone Veneer 'is anchored as per Section 140S..6.
G. Sidings shall be applied as per Section 14x5.
7. Fire separai�on distance for combustible veneers(siding) meet that of Table 1406.2.1.2. J�
S. balconies that protrude shall meet the requirement of Table 601 for floors.
9. Metal Composite Materials(MCM') shall meet the requirements of Section 1407.
10. Roof coverings meet the requzremenfs of Table 1505. L >G
1 1 . Double underlayment is provided 'in asphalt roofs with minimum slope of 2:12 up to and including a
4.12 slope.
I") Aja ice dam membrane {one continuous sheet or two sheet cemented together) for all asphalt roods is
provided from the roof edge to 240" inside of the inside of the exterior wail. _
13. Drip edge metal is provided along all roof edge. )e.�
I4. Metal roofs meet the requirements of Section 15D7.4.
15. Built-up roofs meed the requirements of 5ectior� 15�7�. 16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.136 IAO17. Ali other roofing ty es meet the re uireme�a�s of Section�
p q
18. Buildings with roof drains have drains designed and sized as per UPC 1105.0. �!/„�
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
] .
Structural Use Group (as per Table 1604.5)
2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and Zine
loads, ground snow load, basic wind speed, wind exposure, seismic design category and site
class.
3. All plans eXeept as described in #1 above shall incXude the following:
a. Floor live load including any reductions. �'C�
b. Roof lige load as per Section 1607.11
.�
C. Roof Snow load, including the flat roof snow load, the snow exposure factor, the snow
load importance factor and the thermal factor. )o
d. Wind design data, including basic wind speed, wind importance factor with building
category, Wind exposure, applicable internal pressure coefficient and the design wind
pressure used for the design of components and cladding.
e. Earthquake seismic design data .1 i 1
mportance factor, seismic use group, mapped
spectral response accelerations, site class., spectral response coeff e' eats, seismic design
category, basic seismic -force -resisting systems, design base shear, seismic response
coefficients, response modification factors and the anal is procedure used.
4. Flood zone is idcniified(if in flood zone see Section 1603.1.6)
S. Design of floor live pads 'in access of Sa lbs per sq, ft. also identify that signs must be posted as per
Section 1603.3.
6. Structural design calculations meeting the requirements of chapter 16 have been provided. '�e
7. Architectural,, mechanical and electrical components meet the, seismic requirements of Section
162 1. 01<
S. Where special fabrication (usually steel) is performed Is sight, the fabricator has provided a
certificate of compliance as per Section 1704.2.2. /*
.2.
9. Special 'inspections are 'Identified for welding.
1 0. Special inspections are identified for high strength bolting. -4//4
11. Special inspections are identified for concrete construction except as excluded by Section
1704.4m AlqI40
1.2. Special inspection are identified for masonry as per Section 17U4.5. �--
13. Special inspections are identified four fills greater than 12" deep whe a load is a�pp led.
14. Special inspections are identified for all pier and pile foundations��
'..
AVW
15. Special inspections are identified for sprayed on fire resistance- plicaiion.s.��''
16. Special inspections are identified four smoke control systems,a
17. Quality assurance plan for seismic resistance is provided (exce t for design light frame as per
chapter 2308 or relmnforced masonxy less than 25 feet high) 4Lle
1 8. Special 'inspections are provided for seismic force resisting systems.
,,���^
19. Structura observations as per Section 1709 areidentified for structures in Seismic Use Groups 11 or
20. Truss Details provided or noted io be provided prior to frame inspection. 7&v
SOILS AND FOUNDATIONS
1. Allowable soil foundation bearing pressure (as per Table 180402). )r
IP
Z. A soil investigation is required per the requirements rements of Section 1802.2 where questionable soils
such as fill materials, organic soils, clays or questionable rock strata exist. Do any of these
conditions exist? Yes _ No e)r If yes, are the necessary sod reports provided Yes ��
; n . *4>e3.. Grading is a minimum of 2% for concrete or asphalt surfaces or S°lo f r natural surfaces.,
4. Information provided as Per Section 1 803.5 for any structural f ll,
S. Footings (except for I story category I buildings no bigger than 400 sq. ft.) are 3 6" below grade
fair frost protection.
6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805-3. N�
.0
7. Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is
Z-ffid�
identified and approved by the building official.
S. Footings designed so that the allowable bearing capacity of the soil is not exceeded.)c
9. Foundation meets the requirements of Section 1805.5 (including tables 1 805.5-)..
10. Except for Group R and U occupancies of light framed construction of i
P seismic deign D w -id less
than 3 stories xn hieght, concrete is a minimum of 3000 p.s.i.,�
1 1. Retaining walls are designed with a lateral sliding and overturning factor of safety of1.5. A
4e /0
12.
13.
14.
15.
164
17.
18.
Foundation dr
warrants. /�l
k0kw
age system or water -proofing (Sect -Ion 1807.3) is provided where water table
if
Damproof ng shown under slabs as per Section 1807.2. 1. )d
Damproof ng shown for foundation walls. IJYA--
Minimum of 4" of gravel is shown under all slabs. )C
Foundation rain is installed (except in we'll -drained gravel. areas) as per Section
1807.4.3 t
Piles meet requirements of Section 18 8, 1 809, 1 8 1 0 and 1 8 11
Piers are a minimum of 2' wide and meet requirements of 18080.
CONCRETE and MASONRY
12.
1807.4.2 and
1 Construction documents show compressive strength of concrete,, strength or grade of reinforcement
and the size and location of reinforcement. ;r
2. Structures assigned to Seismic Design ategory D contain a statement identifying it slab-on-gTade is
11
3.
4.
0-1
J)
5 R
3
7.
ciesignea as a structural ctiaphra2 ,�
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 1904.2.2(l) and 1 904.2.2(2).
.�
Masonry construction documents idenii y size., grade, type and location of reinforcement anchors
and wall ties as per Section 21,0 1.3 . }�.
Masonry fireplaces have
Masonry fireplaces have
Masonry fireplaces me/I
8. Masonry chimneys.
WOOD
10
2.
3.
4.
5.
to 12" -thick footings that are 6" wider than masonry.
reinforcement and anchors as peer Section 2 1 11.
Loquirements of Section 2 1 1 1 and Tab
quirements of Section 2113.
le 2111.1.
identify Truss drawings requirements as per Section 2343.4.1.&%�-�
Joist layout plans are pravided.��wngineered products have computer layout,/J(
Floor and root sheathing meets requirements of Section 2
,,��
Connections and fastening meet the requirements of Table 23" 04.9, LoAr
Fasteners in preservative treated wood are hot -dipped zinc coated galvanized steel stainless steel
silicon bxanze or copper.�
6. Wood framing members above foundations are 8" (min.) above soil.__,V__
7. Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3 : for unbloc
8. Shear wall aspect ratios meet the requirements of Table 23{)5.3.3.
9. Shear wall design meets requirements of Section 2305.3. ,
.,00
GLAZING
16
26
3.
4.
5.
Glazing in pool, sauna, hot tub, steam room, bathtub or sho
standing surface) is safety glazing as per Section 2406.
ked. -A14,
er enclosures (unless over 60" above
-4111
a
L
surface}
S
Glazing within 24"' of door (unless over 60"above star Tinface) Vq 1.9flt(P4V glazing as pear Section
24U6.A
Glazing greater than 9 sq. ft., bottom
safety glazing as per Section 2406.
low 18", top above 36" and 36" from walking surface is
uiazing in guards and rails is safety gazing as per Section 240
Glazing next to. stairways, landings and ramps (un1ess over 60"
glazing as per Section 24406. 44,1
6
above standing surface) xs safety
MISC.
I . Number of plumbing fixtures sham meet the requirements of Table 29Q2. 1.
2. Separate toilet facill-ties ars provided for spaces with 16 or more employees, or combination of
employees and customers (except for mercantile occupancy with occupancy of 5.0 or less).���
3. Public toflet facilities are provided as per Section 2 02.6.-4)e
4. Elevators meet the requirements of Chapter 30.-0
S. Pedestrian walkways meet the requirements of Section 3104.
60
710
63
9.
Awnings and canopies meet the requirements of cn 3 I
Marqu�es meet the requirements of Section 3 1 Q►6.000e
Swimming pool enclosures and safety devices meet the requiremei
Protection for pedestrians meets the requirements of S ect ion 33Qo.
10. Existing structures meet the requirements of Chapter 34.- 000
is of Section 3 1 09.
9