HomeMy WebLinkAboutCHECKLIST - 06-00127 - Farm Credit ServicesPlan Checklist for the 2003 International Building Code
Marne of Project:
USUAND OCCUPANCY
1.
z.
3.
3.
4.
Clalssiffication as per Sections 302.1 & 130
560"0
6�Z-V/ I
o C -11E,
thru 312
Inei-dental use areas see Table 3 X2. 1. 1 -411A
Ideniify if mimed occupancy exists. Yes or No If no then skip #33 below.
Accessary space (10% or under) }�
Nonsepa-rated Mixed Occupancy as per Section 302.3 1 �-Separat+ed Mixed Occupancy as per Table 30 ,2Identify on plans Fixe Barrier Walls and/or
Horizontal Assemblies *ncluding the satin
If Assembly Occupancy fists, is it 75a sq. ft. or fess as per Section 3 03. 1 or less than 5 0 occupants
as per Section 3 03. 1. 1
_
Covered Malls, see Section-
Motor
Vehicle Occu
see Section 408.
section 4Z0. Sp
Section 412. C
occupancies see
see Section 417/
HEIGHT AND ARBA
ecti
Organic
a.in
Se
ent
rs see Section 404. Underground Buildings see Section 4a5,
tion 406. I-2 Occupancies see Section 407. I-3 Occupancies
j tion Rooms see Section 449. Stages and Platforms see
ui ings see Section 411. Aircraft Related Occupancies see
oatings se
Section 413. Hazardous Materials see Section 414. H-
tion
of Flammable Finishes see Section 416. Drying Rooms
Scotian 418.
1. Area, First Floor- � i6O ,Second Floor ,Third Flour
2. Area meets �-e�u�ements as per Table 5Q3. (Basements need not be included as per Section
5 0 3. 1. 1) Yes '� No
3. height meets requirements as per Table 503. YeNo
4. Buildings on same Lot? Yes No If no then skip 45 below.
5. Regulated as Separate/�//10- or Regulated as one Building as per Section 5(13.1.M/
7V k14--
'v
6. Heightmodifted as per Section 5(]4. Yes No "X' If yes, sprinklers ars required,
7. Area modified as per Section 546,. Yes No If yes use the area provided below to
calculate increase.
Total Area Allowed after increase
8. Zero Lot Line Buildings see S --tion 705.
Buildings see Section 507.lt(
7A
%�- area Shown on Plans141
For Mezzanines see Section 505. Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
I .
z.
i
if
5.
6.
7.
8.
9.
10.
I1.
12.
Identify the Type of Construct -ion as per Section X02 V
Check allowable material for Type I and 11 buildi gs as per Section 6Q3
Table 601 - Identify Building Element Ratings
Table 642 - Identify the Fire Resistance Ratings of Exterior Walls
0 1Check Opeqx.*�gs in Exterior Walls for compliance wit13 Table 704.8.(If sprinklered, see Sectioll
744.8.1)
Proj ections meet requirements of Section 704.2
Check for window vertical exposure From roof below as per Section 704. 14 elA
Check that Parapets are not required as per Section 704. 11 ;)(
Are Firewalls used or required? Yes Na If no, skip #10 below.
Check Firewalls for Strull ural Stability Fare Resistance Rating as per Table 705.4
Made of Noncomb, . ti' e terials(except Type V)_ Horizontal Continuity_
Continuity 0 to Exterior Walls as per lection 705.5.. 1 Extend to
Vertical
Horizontal Proj t ts as per Section 705.5.2 openings (no windows) as per
Section '/0..8,� j/ �G�cl� that Penetrations meet requirements of Section 712 Ducts and
Air Transfer penings in Firewall meet requirements of Section 705.11 IP
Aire mire Barriers used or required? (as required by table 302.3.2) Yes Nom_ .If no skip
# 12 below
Check girai�rs for structural stabilitv as ner Section 706 4 Onenimaq li'mited to ?_5%
of vv
the
ximum opening sire of 12Q sq. ft. (unless sprinklered) Check that
et the requirements of Section 712. Ducts and Air Transfer Openings meet
cents of Section 712 and 716.
13. Are Shaft Enclosures used or required? Yes Na 0'
11f no then skip # 14 below.
14. Shaft Enclosures meet the requirements of Section 707,
15. Are Fire Partitions
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
Check Fire P
unity that are
it
-W
ed or required? Yes Na
f no then skip # 16 below.
4x Structural Stability and Continuity as per Section 708.4.
d are allowed '/� hr. separations versus 1 hr. Check that
Dwelling
Penetration et quirements of Section 712.1 Ducts and Air Transfer Openings meet
the requir t a S ction 712 and 716.
Fire Rated Ceiling Panels meet requirements as per Section 711.3.1A14
All PenetrationV)4'v Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 712.1ylk
Fire Resistive Dint Systems meet the requirements of Section 713.,
Doors and Shutters in Fire Resis, ivy Assemblies meed the requirements of Table 715.3je
Fire Doors are Self Closing.
Fire 'Windows or Glazing confirm to Section 715.4 and able 715.4. ,4 --
and Smoke Dampers conform with Section 716.
Fire Blocking and Draft Stopping is provided as per Section 7I7 Daft Stopping is not
1& 0
required at partition line in dwelling units with combined space of less than 30 0 Sq. Ft and not
required if in sprinkiered building with sprinklered concealed spaces}
Nall and Ceiling Finishes meet the requirements of Table $03.5 and Section 503. �
Floor Finish meets requirements of Section 804.
FIRE PROTECTION SYSTEM
I . Is a Fire Protect' System required for this bui�dirig in order is meet area, height etc. requirements?
ter__ tir Tom.
2.
3.
5.
res IN o ' u It no skzp #Z be -low.
List the type of system that is required
ether requirements requiring F-11 e Protectivn System's(check if needed}:
uroup A
(As.per
Section
903.
Group
E
(As
per Section
903.2k*
Group �`-1 (Asper Section 903.
Group H (As pear Section 903.V.4
Group I (As per Section 903.2.
Group M (As.per Section 903.0,
.3)
Group R (As per Section 903. .7) 1 -
Group S-1 (As per Section 90 2.8)
Group S-2 (.As per Section 943 .9)
All Buildings except R-3 and (Asper Section 903.Z. 1 0)
Ducts conveying Hazardous'
xhausts AAs ger Section 903.2.12. 1 )
Commercial Cocking (ape
ions (Asper Section 903.2.12.2)
J-1 s per Table 903.2.13__
It Nprinkcters needed as identified in #3 list type of system required.
If Sprinklers quired by any of the above, Are Monitors and Alarms provided �s per Section
9x3.4? /
6. If an Altemativ Automatic Fire Extinguishin
Section 9 04?
7. Are Fire Alarms 7-
required as per Sections 907
below.
A-161
9.
g System is identifiedl, does I meet the requirements of
or 908? Yes N4e
if no they skip #$
Do Alarms meet the requirements fisted in Sections 9d7 or 908"?,..
Is snake contr required?has per Sections 4a2, 4041) 4d5 or 410)Yes No
Sections
909A/J
10 - H 0ccupanciOes may require smoke and heat vents as per Sections 415.6 and. 410
MEANS OF EGRESS
1. Minimum height of 7'as per Section 1003.2.
Z. Any protruding objects meet the requirements of Section 1003.3.X
3. The occupant load shown on plans.-
4.
S.
6.
7.
8.
If yes, see
The occupant load as per calculated by Table 1004.1.2.
occupant load posted in every assembly occupancy as per Section 1004.3,
Egress width is identified an plans-
Egress
width meets requirements as calculated per Table 1005. 1.
Multiple means of egress sized so that the loss of any one means of egress shall not reduce the
available egress capacity to fess than 50% of total required._
4. Door encroachment does not reduce the required egres width to less than S0% required. ,t'I
10. Means of egress's Mum'lraated as per Sect -Ion 1006.
1 1. Illumi'nation emergency power is sawn for means of egress as per Section 1006.3.
/t/
12. An enclosed exit stairway is shown. Yes NV if no, slip # 13, 414 and # I 5
13. Enclosed stairway has an area of refuge(as per Section 10Q7.6) oris sprinklered. 14. Area of refuge has 7 -way eopmunications, instructions and is identified as per Sections 1007-6.3,
10-07.6.4 and. 1007.6.5. %
15 - Door clear widths are a minimum of 3 2". Except as allowed by -exception of Section 1 0 0 S. 1.1.
1 6. Doors swing 'in the direction of travel where serving 5 r more persons or in a H occupancy. �/
17. Specialty doors meet the requirements of 100 8.13.
18. All egress doors have a landing on both sides as per Sections 1 008.1.4 and 1008-1.5.--V-
19. Thresholds are idem' ed as a maximum of V2" high, for swing, doors and 3/4" for slidin,g doors as per
Section 1 008.1.6.
20. Space between two doors is fess than 48"(except R2&R3 non Type A units). �'
21. Locks and latches meet requirements of 1 008.1.8.
22. Panic hardware is shown at required locations (Section 1 008. 1.9).
23. Does a stairway exist. Yes No If no, skip 424 ihru #�$.
24. Stairway doors do not open over stairs. %4L
2.5. Stairways are minimum of 44" wide except where occupant load Is 50 or less. or as per Section
1009.1).
26.1'vlaxi um riser s 7 inches and minimum tread is 11 inches.
27. A lan g is p vi ed he top and bottom of each stairway.
28. Maxi: mve is ris ithout a landing is 12'._
29. Hanaii s ar de, cif at meet the requirements of Section 1009. 1 1.
3Q. Han ray r to to I1, tc. or are continuous to next stair handrails
31. Ele tia an.,, e o ve /20 is designed as a ramp as per Section 1 0 10
32. Esign e d hen over 2 doors are required for exiting.
33. Exi sign are .spa d no are than 1 00' apart or to the door.
34. 42' guar" ai* ar - shown whenever a walking surface is over 30" above grade.
35. An roof mechanical equipment within 10' from edge has a guardrail shown.,
36. Egress does not pass through intervening paces unless the space is accessory ta 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. No
3 ) S..Length of common egress travel does not surpass requirements as per Sec#ian 1 1 3.3.)
39. Required egress aisle adjacent to tables shall comply with Section Id13.4.2.'�
\007
40. S_paces with one means of egress meet the fallowingmaximum occupancy loads: oV
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-51 I-1, 1-3. I--4, & R - 10 occ.
d. Occupancy S - 30 occ.
41. Where two or more exits are required, they are a minimum of %the diagonal distance of the space,
served apart or where the space is served by an automatic sprinkler system, the distance is 1/3
I/
42. If boiler or furnace rooms over 5(34 sq, ft. with btus over 400,000, two exits are provided,-.
43. Refrigeration machinery rooms and refrigerated rooms ver 1 000 sq, ft. have two exits. lz
44.. Stage means of egress comply with Section 1014.6.1
45. Exit Access travel distance meets requirements of Table 1, 015.1.�
46 Exterior exit b cones constructed in accordance with Section1 Q 15. 1 -have 1Q0' added to their travel
distance,
47. Corridors re rated as er Table 10 16.1V 48. Corrl*dor widths meet requioremerits of'Section 101 6.24 ��49.. Corridor dead ends are less tan. 20' or 50' for sprinklered occupancies B and F,
re P -SIA -00
SO. Corridor not used aslenum unless
P in a tenant space of less than 1 000 sq. fit.
51. The minimum number of exits for occupant load meets the following:
1-500 requires 2 exits 4rv--
50 1 -1 CoQ requl*res 3 exits
More than 1 000 requires 4 exits
52. Buildings with one exit meet the requirements of Section and Table 10 1$,2.
53. Interior stairwells required as a means of egress me t the requirements of Section 1019.,1
54. Space under stairs is 'Identified as 1 -dour rated.
55. Exterior ramps or stairs are open on a e side and have a minimum of 35 sq, ft, of open space not less
than 42" above any floor level.
Sb. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6
f,%
37. exterior balconies, stairways and ramps are over 10' ft I
*OM 0 ines and other buildings an the lot.
5 8. Egress courts meet the requirements of Section 1023.5.
59. Assembly occupancies meet the requirements of Section 1024/160J/,O�
64. Window egress or better is provided in every sleeping room and any habitable basement.
-Z �4
61. Vestibule is provided as per Section 802.3.G of the International EnergyConservation Code. ;0,)r
ACCESSIBLITY
1. An accessible routc connects all accessible buildings, accessible Facilities, accessible elements,
accessible spaces and the public right -of way(except as excepted by Section 1104).
�
2. In addition to the required accessible entrances, 50% of all public entrances are accessible.
3. Accessible, parking 'is provided as per Table 1106. 1.
4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy.
5. Van spaces are provided.(one out of six and any portion))f---
6. Accessible parking �s provided on shortest route ��m accessible parking to the accessible
building entrance.��
7. Group I occupancies meet accessibility requirements as set forth in Section 11 07.5. /-00� S. Group R.- 1 occupancies meet the requirements of Section 11D7.6 and Table 11(�7.6.1.1.,L
9. Where 4 or more apartment units, one level town homes ox condos are located in one structure,
all units are designe s Type B units as per ICCIANSI 117.1 unless an a upper level without
elevator service.
10. Where more than 20 apartment unit, one level town homes or condos are locate 'n a project, 2%
but not less than one are designed as Type A units as per IC C/AN S I 117. 1.
11. Wheelchair spaces Viand companion spat a per Section 11x8.2.5) are provided in Assembly
Occupancies as per Table 1108.2.2. L
12. Assistive listening systems are provided in Assembly oc pancies where audible
communications are integral to the use of the space.
13. Any Assembly occupancy performance area. has an accessibly route as per S ecti on 1 10 8.2.8.
24�
14. any dining area in an Assembly Occupancy, is fully accessible. /V -L
15. Self service storage facilities shad provide accessible spaces as per Section 1108.3.-��/�,�
16. Toilet and bathing facilities are accessible(unless in a private office)as per cellon 1109.2. V'htO
17. Unisex toilets and bathing rooms are supplied as per Section 1109.2. 1.
18. Where sinks are provided., 5%, but not Tess than 1 is accessible. _
19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwell ing)/i/�%�-
20. Storage cabinets, lockers, etc. one of each t
ype is accessible as per Section 1149.8.
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1.
2.
3.
4.
Attic ventilation exists that is 11154 of the floor spa e or 113 00 with vapor b arrier.
54°l0 of the attic ventilation is 3 ft,, above eaves.
Crawl space ventilation complies with Section 120-1-3.
Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space. �4
5.
6.
7.
8.
9.
1]
Interior spaces that da not have openings directly to outside meet requirements of Section
12Q3.4.1. 3(
Bathrooms containing bathtubs, showers or spas are mechanicallv vented _ .�il
Natural or Artificial light is provided that mets the requi tints of Section 1205.,
Courts. shall meet the requirements of Section 1206.3.
Dwellings, party, walls and floors meet the requirements of Section 12074 .
All habitable rooms shad be a minimum of 7' wide, and a minimums of 70 sq. ft. in area.
41
Dwelling units(except Section 1X48.4 efficient, units) have one habitable room of 120 sq
A11 Veilrngs are a minirnuxxl of 7' �" with no mare than 113 at 7 0".
Attics and crawl spaces have access openings as per Section 1209
.An energy review has been submitted that mets the requirements of the International Energy
conservation code.
—Y
EXTERIOR WALLS AND ROOFS
I - Exterior 'mall Vapor retarder provided unless another approved means to avoid condensation and
leakage has been Provided.-
2.
Water resistant barrier sown on sheathing as per Chapter 14.
3. Masonry veneer is flashed at bottom and has weep holes as per Section 1405.3.2.
4. Masonry veneer shall be mechanically attached as r Section 1405.5._
5. Stone Veneer 'is anchored as per Section 1405.6.
6. Sidings shall be applied as per Section 1405.�
7. Fire separation distance for combustible veneers(siding) meet that of Table 14Q '.2.1.2.
$. 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 requirements of Table 1505.1.
11. Double underl meat is provided 'in asphalt roofs with minimum slope of x;12 up to and including a
4:12 slope.
�
12. An ice dam membrane (one continuous sheet or two sheet cemented together) fo all asphalt roofs is
provided from. the roof edge to 24"' inside of the inside of the exterior wall.
13, Drip edge meal is provided along all roof edge.
14. Metal roofs meet the requirements of Section 1507.4.�
15, Built-up rows meet the requirements of Section 1507.10. X'
16. Single Ply Plastic Roofing meet requirements of Section I507.12 an 1507.13.>C
17. All other roofing types meet the requirements of Section 1507.
q�_�--
18. Buildings with roof drains have drains designed and sized as per LPC 1105.0.
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1.
2.
3.
Structural Use Group (as per Table 1604.5 )
Structural documents for dight frame wood buildings as per chapter 23 include floor roof and live
loads,, ground scow load, basic wind speed,
class. -Po
wind exposure, seismic design category and site
Plans eXeept as described in #1 above shall include the follov in
C*
Floor live load including any reductions.
Roof live load as per Section 1,607.11.
Roof Snow load, including the flat roof snow Toad, the snow exposure factor, the snow
load importance factor and the thermal factor.
FMQ
d. Wind design. data,, including basic wind speed, wind impQrtance factor with building
category, wind exposure, applicable internal pressure coefficient and the design wind
pressure used for the design Of Components and cladding. I"W&r-PV
e. Eaxthquake design data including seismic e importance factor, seismic use group, mapped
spectral response accelerations, site class, spectral response Coefficients, seismic design
•��•.���y, Uit71V Ncl Ninic - iorce-resi sting systems, design base shear, Seismic response
coefficients, response modification factors and the anasis procedure used. )vA- 7cO
4. Flood zone is identif ed(if in flood zone see Section 1603).1.6}J4f 1
5. Design of floor live loads in access of 50 lbs per sq. ft. also identify that sins must be posted as per
Section 1
6. Structural design calculations meeting the requirements of chapter 16 have been provided. AJOA25:1
7. Architectural, mechanical and electrical Components meet the seismic requirements of Section
1621.
8. Where special fabrication (usually steel) is performed off sight, the fabricator has provided a
certificate of compliance as per Section 1704.2.2.
9. Special inspections are identified for welding.
1 0. Special inspections are identified for high strength bolting.
11. Special inspections are identified for concrete construction except as excluded by Section
1704.4._
1 2. Special inspection are identified for masonry as per Section 1704.5.
13. Special inspections are identified for fills greater than 1 2" deep whe�rea load is applied.
14. Special inspections are identified for all pier and pile foundations.
1 5. Special 'inspections are identified for sprayed on fire resistance applications.
16. Special inspections are identified for smoke control systems.
17. Quality assurance plan for seismic resistance is provided (except for design light frame as per
chapter 2308 or reinforced masonry less than 25 feel high.)
18. Special 'inspections are provided for seismic force resisting systems.
1 9. Structural observations as per Section 1709 are 'Identified for structures in Seismic Use Groups 11 or
ISI.
20. Truss Details provided or noted to
SOILS AND FOUNDATIONS
1.
210
3.
41
13
6*
71f
0
911
10.
11.
be provided prior to frame inspection,
Allowable soil foundation bearing pressure (as per Table 1804.2). M�114�D
A soil investigation is required per the requirements of Section 1802.2 where questionable soils
such as fill materials, organic oils, clays or questionable rock strata exist. Do any of these
conditions exist? Yes No Ifesy, are the necessary so'l reports provided .9
iYes No�
Grading s a mininium of 2% for concrete or asphalt surfaces or 5% fonatural surfaces.
Information provided as per Section 1803.5 for any structural fill, fj:l
Footings (except for I story category 1 buildings no bigger than 400 sq. ft.) are 3.6" below grade
for frost protection.
Buildings on or adjacent to greater than 3/1. slopes meet requirements of Section 1805.3. 00(
Top of foundation is a minimum of 1 2" above the adjacent street gut -ter (unless a. drainage path' is
identified and approved by the building official),
Footings designed so that the allowable bearing capacity of the soil is not exceeded. )1�&P
Foundation meets the requirements of Section 1 805.5 (including tables 1805.5 -).- Ifo %
Except for Group R and U occupancies of light framed construction of
se'1 sm'1
c design D and less
than 3 stories in hieght, concrete is a minimum of 3000 p.s.i.. + �'
Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5. �J/k
%WW
12. Foundation dr 'nage system or water -proofing (Section 1807.3) is provided where wader table
warrants.
13. Damproof,ng shown under slabs as per Section 1807.2.1.�_
14. Damproofing shown for foundation walls.
15. Minimum of 4" of gravel is shown endear all dabs.
'40-
16, Foundat-loon drava �s installed (.except in well- drained gravel areas) as per lection 1$07.4.2 and
1807.4.3.
17. Pales meet requirements of Section 18083 1 18 1 0 and 1 8 11. IA4
1$. Piers are a minimum of 2' wide andd meet requirements of 1$08.2.23. and 18 1 1,lejoa
CONCRETE and MASONRY
1. Construction documents shote compressive strength of concrete, strength or grade of reinforcement
and the size and location of reinforcement. Xo�
2. Structures assigned to Seismic Desi*
gn Category D contain a statement identifying if slab -on -grade �s
designed as a structural diaphragm.
3 • Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the
requirements of Section 19x4.2.2 and Tables 1, 904.2.2(l) and 1904.2.2(2).1"X"
4. Masonry construction docume ts identify s' ,grade, type and location of reinforcement, anchors
and wall ties as per Section Q .3.
5. Masonry fireplaces ha. i I2" thick footings that are C" wider than masonry.
6. Masonry fin!:%fflaces h s i reinforcement and anchors as per Section 2111.
7. Masonry fireplaces e requirements of Section 2111 and Table 2111, 1.
8. Masonry chimneys hail et equirements of Section 2113..
WOOD
1. Truss drawings identify requirements as per Section 2303.4.1 IP
'
2.. Joist layout plans are provided.Engineered products havecomputer layout.�
J. Floor and roof sheathing meets requirements of Section 2304.7. 1 -**P
4. Connections and fastening meet the requirements of Table 2304.9. 1. �
5. Fasteners in preservative treated wood are hot -dipped zinc coaled galvanized steel, stainless steel,
silicon bronze or copper. X'
6. Wood framing members above foundations are 8" (min.) above sail.
_Ir_
7. Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3: I unblocked.
8. Shear wall aspect ratios meet the requirements of Table 2345.3.3. >Cfor
9. Shear wall design meets requirements of Section 2305.3.
/vo;bv
GLAZING
I m
2.
3.
4.
5.
Glazing in pool,, sauna, hot tub, steam room,bathtub o7
standing surface is safety glazing as per Section 2406.
Glazing within 24" of door (unless over 6d"
24069
Glazing greater than 9 sq. ft., botton
safety blazing as per Section 2406,
r s er enclosures (unless over 60"bove
above standing surface) xs safety glazing as per Section
�low 18", top above 36" and 36"
[,) Y" from walking surface is
dazing
1n guards and rails is
safet�y
glazing as per Section 2446,
+
+
�LL111 Wily, �i� Idnul ana ramps (unless over 6 0" abase standing surfaced is safety
glaring as per Section 24Q6.
,�
Ih
2.
3.
4.
5.
6.
719
A.
Number of plumNng fxiures shad meet the requi
rements of Table 29Q2.1,
Separate toilet facilities are paravzded. far spaces with 1 �5 car more employees, or combination of
employees and customers(for mercantile occupancy w; th occupancy of 50 or less)..
Public toilet facilities are provided as per Section 29, 2.6. er
Elevators meet the requirements of Chapter 30._
Pedestrian walkways meet the requirements of Section 3104.
Awnings and canopies meet the requirements of Sectio 3105.X
Marquees meet the requirements of Section 3106.
Swimming pool enclosures and safety devises meet the requirements of Section 3 1 09.E
9. Pratection for pedestrians meets the requirements of Section .3.306.
10. Existing structures meet the requirements of chapter 34,