HomeMy WebLinkAboutCHECKLIST - 05-00082 - Rexburg Motor SportsName of Project:
Plan Checklist for the 2003 International Building Code
USE AND OCCUPANCY
1.
2.
3.
91
44
Classification as per Sections 302. 1 & 303 thru 312
Incidental use areas see Table 3[i?, 1 1 y
F/aS�r -�
W10"
if ml&xed o
Identify CV'exIsts. Yes X' or No y If no then skip #3 below.
cc
Accessory Space (1+D% or under)
Nonseparated Mixed Orccupancy as per Section 32.3.1_
Separated Mixed Occupancy as per Table 302.3.2 Identify on plans Fire Bader Walls and/or
Horizontal Assemblies including the rating J-V�j'� � � ��
If Assembly Occupancy e 1'.sts 1
as pear Section 3 I s 1 t 750 sq. ft. or less as per Section 303. 1 or less than 50 occupants
Covered Malls, see Section 402. Atriums see Section 404. Underground Buildings see Section 405.
Motor Vehicle Occupancies, see Section 406. 1-2 Occupancies see Section 407. 1-3 Occupancies
see Section 408. Motion picture Projection Rooms see Section 409. Stages and Platforms see
section 410. Special Amusement Busee Section 411. Aircraft Related Occupancies see
Section 41 2. Combustible Storage see Sectiari 413. Hazardous I'vlatenats see Section 414.. H -
Occupancies see Section 415. Application of Flammable 11 finishes see Section416. Drying Rooms
see Section 417. Organic Coatings see Section 4 1 8. 4
HEIGHT AND AREA
1. Area, First Floor 41 0'9D ,Second Floor 2 500 Third Flo -or
2. Area meets requirements , , as per Table S03. (Basements need not be included as er Section
5 03. 1. 1 ) Yes Nop
3 Height meets requirements as per Table 50-1. Yes No
4. Buildings on same Lot Yes. No If no then skip #5 below.
5. Regulated as Separate or Regulated as one Building as per Section 503.1.3
6, Height modified as per Section 504. Yes
-A No If yes., sprinklers are required,
7. Area modified as per Section 506. Yes- >< Na If yes use the area provided below to
calculate increase.
� Z �-��
0 '.7 ' �'� ♦7 OMW A M -N* A.5.��
WEAM-�
�' �E]�3 ,-�- 9'003 �r 55.
Oro a
j7
MO
rg000
L /ao �_J
2 01 3
.2 -
Total Area Allowed after Increase 3 e2 --o 1=3 Area Shown6on Plans 3 (2
8- Zero Lot Line Buildings see Section
Buildings see Section 507. >C
705., For Mezzanines See Section 505. Area
--Fy,-p_ES OF CONSTRUCTION AND FIRE DESISTANCE.
� . Identify the Typef Construction as er Sectl*on 602 oprp
2. Check allowable mate-rial forType 1, and 11 bulldan s as pey S 603
/A
3.- Table 601 -Identify Bualding Element Ratings P11w I
4. Table 602 - Identity the Fire Resistance Ratings of Exterior Walls/;//
S. Check Openings in Exterior Walls for compliance with Table 704.S.QIf sprinklered, see Section
704.8.1 }
G. Frajections meet requirements of Section 704.2 -Xe*
7. Check fog' window vertical exposure from roof below as per 5eciion 704.1 Q
8. Check that Parapets are not required as per Section 704.11 a7EP
9. Are Firewalls used or required? Yes '5< No If no,, skip # 1 0 below.
1 0% Check Firewalls for Structural Stability Resistancere FI'Rating as per Table 705.4 Ok
,_
Made of Noncombustible Materials(except Type V) Horizontal Continuity_ ?!; Vertical
Continuity_ Connection to Exterior Walls as per Section 705.5. 1 Extend to
��i� Horizontal Fraj ecting Elements as per Section 705.5.2 X Openings (no windows) as per
Section 705.8 Check that, Penetrations meet requirements of Section 712 >< Ducts and
Air Transfer Openings in Firewall rneet requirements of Section 705. 1 1. X
11. Are Fire Barriers used or required? (as required by table 3(12.3.2} Yes Na If no skip
# 1 2 below.
12.
13.
14.
15.
16.
19.
20.
21.
22.
,23.
24.
25.
26.
Check r qTiers for structural stability as per Section 706.4. Openings limited to 25°/Q
of wall. axi a mum opening size of 120 sq. ft. (unless sprinklered) Check that
Pen.etra I et the requirements of Section 712. Ducts and Air Transfer Openings meet
the requirements of Section 712 and 7 1 6.
Are Shaft Enclosures used or required? Yes No If no then skip # 14 below.
Shaft. Enclosures meet the requirements of Section 7(17. i91A
Are Fire Partitions. used or required? Yes No If no then skip # 1 6 below,.
Check Fire P rtit on r Structural Stability and Continuity as per Section 7+D8.4. Dwelling
units that are S, r, e are allowed V2 hr. se-parations versus I hr. Check that
Penetxations t I uirements of Section 7 1 24 Ducts and Air Transfer Openings meet
the requiren. nt . ection 71 2 and 71 6.
Fixe Rated Ceiling Panels meet requirements as per Section 7 P 4
All Penetrations ire Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 712.'
JointFire Resistive Systems meet the requirements of Section 713. X
Doors and Shutters in Fire Resistive Assemblies meet the requirements of Table 7 1 5.3. X
Fire Doors are Self Closing. N 0��
Fire Windows or Glazing conform to Section 7 15.4 and Table 715.4.-4
Fire and, Smoke Dampers conform with Section 716. -�,j
Fire Blocking and Draft Stopping is provided as per ection 717 (Draft Stoppi'ng is not
required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not
required if in sprinklered building with sprinklered concealed spaces}
Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803.l�'ew9
Floor Finish meets requirements of Section 804. �'
FIRE PROTECTION SYSTEM
1. Is a Fire Protection System required for this building in order to meet area, height etc. requirements?
YesNo If no skip #2 below.
2. List t e type of system that is required
3. Other requirements requiring Fire Protqction Systems (check if needed):
Group A (As per Section 903.2. 1)
-1V 1A
Group E (As per Section 903.2.2)
Group F -I (Asper Section 903.2,3)
Group H (As per Section 903.2.4) T ZF4;5-fJV-S p �)i4l kts
Group I (As per Section 903.2. 1)
Group M (As per Section 903.2.0
Group R (As per Section 903.2.7)
Group S-1 (As per Section 903.2.8)
Group S-2 (As per Section 903.2,9))&
All Buildings except R-3 and U (As per Section 903.2.1.0}{
Ducts conveying Hazardous Exhausts (As per Section 903.2.12.1)
Commercial Cooking Operations (As per Section 903.2.12.2}�
As per Table 903.2.13'
4. If Sprinklers needed as identified in #3 list type of system required.
5. If Spri e required by any of the above, Are Monitors and Alarms provided as per Section
903.4?
6. If an Altemativ5,Aptomatic Fire Extinguishing System is identified, does I meet the requirements of
Section 904?-"/
7. Are Fire Alarms required as per Sections 907 or 908? Yes o if no then skip #8
below.
8. Do Alarms meet the requirements listed in Sections 907 or 908? 1
9. Is smoke control required?(as per Sections 402, 404, 405 or 410) Yes leo
Sections 909.
10. H Occupancies may require smoke and heat vents as per Sections 41.5.6 and 410.
I IVC P /P
5;;ra4,4,6,- �ff-
'13
MEANS OF EGRESS
If yes, seer -0
-ro#0*100 � 1.14r
1. Minimum height of 7'as per Section 1003.2.
2. Any protruding objects meet the requirements of Section 1003.3. ,
3. The occupant load shown on plans. 1),IQ
4. The occupant load as per calculated y Table 1004.1.2. 6 Ll (J&� 12e'1 r�2
5. Occupant load posted in every assembly occupancy as per Section 1004.3. ,!
6. Egress width is identified on plans.
7. Egress width meets requirements as calculated per Table 1005. t _
8. Multiple means of egress sized so that the loss of any one means of egress shall not reduce the
available egress capacity to less than 50% of total required.
9_ Door encroachment does not reduce the required egress width to less than 50% required,
10. Means of egress is illuminated as per Section 100+6.OV
11. Illumination emergency power is shown for means of egress as per Section 1006.3. AVO
12. An enclosed exit stairway is shown. Yes No if no, skip #13, #14 and #15 elow.
13. Enclosed stairway has an area of refuge(as per Section 1007.6) oris sprinklered.
14. Area of refuge has 2 -way cpynmunications, instructions and is identified as per Sections 1007.6.3,
1007.6.4 and 1007.6.5.
r_1
15. Door clear widths are a minimum of 32". Except as allowed by exception of Section 1008. 1 . 1.
16. Dswing in the direction of travel where serving 50 or more persons or in a H occupancy.
17. Specialty doors meet the requirements of 1008.1.3. )r
18. All egress doors have a handing on both sides as per Sections 1008.1.4 and]. X08, 1.5. )1(
19. Tare identified as a maximum of 1/z" high, for swing doors and 3/4" for slzding doors as per
Section 1008.1.6.�
20. Space between. two doors is less than 48"(except R2&R3 ran Type A units).X
2 1. Locks and latches meed requirements of 1008. 1. 8. )(,
22. Panic hardware is shown at required locations (Section 1008.1.9). >(
23. Does a stairway exist. Yep No If no, skip #24 thru #28.
24. Stairway doors do not open over stairs.
25. Stairways are a minimum of44" wideexcept where occupant load is 50 or less or as per Section
1X09. 1 },
26. Maximum riser is 7 inches and minimum tread is I I inches. �
27. A landing is provided at the top and bottom of each stairway.
2$. Maximum vertical rise without a landing is 12'. >(
29. Handrails are Wentiffied that meet the requirements of Section 1009.11. X
30. Handrails return to wall, etc. or are continuous to next stair handrails eN'
31. Elevation change of over 112a is designed as a ramp as per Section 1010
32. Exit signs are identified when over 2 doors are required for exiting._
33. Exit signs are spaced no more than 104' apart or to the door.. X_
34. 42" guardrails are shown whenever a walking surface is over TO"' above grade. )�4'
35. Any roof mechanical equipment within 10' from edge has a guardrail shown.
3 6. Egress does not pass through 'intervening s aces unless the space is accessory to the area served and
the intervening space is not hazardous,,
37. If multiple tenant spaces exist, egress from any one does not past through another.
38. Length of egress travel does not surpass requirements as per Section 1013.3.
39. Required egress aisle adjacent to tables shall comply with Section l013.4.2.-R,__
40.Spaces with one means of egress meet the fallowing maximum accupancy loads:
a. Occupancy A,BE,F,M & U - 50 occ.
b. Occupancy H-1, H-2, & H-3 - 3 occ.
C. Occupancy H-4, H-5, I-1, I- 3, 1-4, & R - 10 occ.
d. occupancy S - 30 occ.
4 1, Where two or more exits are required, they are a minimum of fz the diagonal distance of the space
served apart or where the space is served by an automatic sprinkler system, the distance is 113. ,
42. If boiler or furnace rooms over 500 sq, ft, with btus over 400,0001, two exits are provided.-
43.
Refrigeration machinery rooms and refrigerated rooms over 1000 sq. ft. have two exits.
44. Stage means of egress comply with Section 1014.6.
45. Emit Access trowel distance meets requirements of Tablel 0 15. 1. �
4 6. Exterior exit alcon ies constructed in accordance with Section 10 15. 1 have 100' added to thein travel
distance.-
47.
Corridors are rated as per Table 1016. 1. � A
48. Corridor widths meet requirements of Sectl'on 10 16.2.
49. corridor dead ends are less fan 20' or 54' for sprinklered occupancies B and F./Y
5 0. Corridor not used as plenum unless in a tenant space of Less than 1000 sq. ft.)VIP
5 1. The minimum number of exits for occupant load meets the following:_
1-500 requires 2 exits
501-1000 requires 3 exits
More than 1000 requires 4 exits
j
5.2.. Buildirags with one exit meet the requirements of Section and Table 1 0 1 82. � l�
53. Interior stairwells required as a means of egress meet the requirements of Section - 1019.20
)4. Space under stairs is 'Identified as 1 -hour rated. i\i 0"T60
55. Exterior ramps or stairs are open on ne side and have a minimum of 35 sq, ft. of open space not less
than 42" above any floor level. )v
56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6.�
57. Exterior baleonies, stairways and ramps are over 1 0' from I I t lines and other bulld�ngs on the lot,
C* Sectian 58. Egress courts meet. the requirements oi 1023.5.-..9 1A
,)9. Assembly occupancies meet the requirements of Section 1 024.
/�-
60. Window egress or better is provided in every sleeping room and any habitable basement. �,�
ACCESSIBLITY
L A.n accessible route 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. L -K
4. 1 0% of hospital out patient parking is accessible and 20% of rehab or physical therapy,
S. Van spaces are provided.(one out of six and any pariCion}_�
6. Accessible parking is rovided on shortest route from, accessible parking to the accessible
building entrance.
jA11A7. Group I occupancies meet accessibihty requirements as set forth in Section 1 1 07.5.
80 Group R-1 occupancies meet the requirements of Section I1 0 7.6 and Table 11 Q7.6.1.1.
9. Where 4 or more apartment units, one level town homes or condos are located in one structure
10.
11.
12.
13.
14.
15.
16.
J 7.
18.
19.
20,
alb units are designed s Type B units as per 1CCIANS1 1 17. 1 unless on a upper level without
elevator service.
Where more than 20 apartment unit, one level town homes or condos are locate 'in a project, 2%
but not less than one are designed as Type ,A units as per 1CC/ANSI 117, 1-,;g
Wheelchair spaces (and companion seat as per Section 1 108.2.5) are provided in Assembly
occupancies as peg T 11 0 8.2.2. 1 .�
Assistive listening systems are provided in Assembly oce pancies where audible
cornmunications are integral to the use of the space.
Any Assembly occupancy performance area has an accessible route s per Section 1108.2. $.-A
4
Any dining area in an Assembly Occupancy is fully accessible, -A'/
Self service storage facilities shall provide accessible spaces as per Section 1 108.3. 014
Toilet and bathing facilities are accessi"ble(unless in a private office)as per Section 1 1 09.2.A/6) heV
Unisex toilets and bathing rooms are supplied as per Section 1 109.2. 1.
Where sinks are provided, 5%, but not less than I is accessible.
Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling). �i�-
Storage cabinets., lockers,, etc. one of each type is accessible as ger Section 1109.8,A&
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
20
I
4.
5.
Attic ventilation exists sts that is 111 S0 of the floor spac.
50% of the attic ventilation is. 3 ft. above eaves.
Crawl space ventilation complies with Section
1203-36
or
1/300 with vapor barrier.
Natural ventilation (windows, doors, louvers etc.) is a minimum of 4%o of floor space.,&-O�
Interior spaces that do not have openings directly to outside meet requirements of lection
1203.,4,1.
6. Bathrooms containing bathtubs, showers or spas are mechanically vented.%
7. Natural or Artificial light is provided that meets the requirements of Section 1245.
8. Courts shall meet the requirements of Section 1206.3.
9. Dwellings party walls and floors meet the requirements of Section 1207.'
10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area.
11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft. ,
12. All 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 1249.,
14. An energy review has been submitted that meets the requirements of the International Energy
conservation code.
EXTERIOR WALLS .AND ROOFS
1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and
leakage has been provided. ?(
2. Water resistant barrier shown on sheathing as per Section 1402.2.
3. Masonry veneer is flashed at bottom and has weep holes.
4. Masonry veneer shall be mechanically attached as pe)r Section 1445.5.
5. Stone Veneer is anchored as per Section 1405.6.
6. Sidings shall be applied as per Section 1405._x
7. Fire separation distance for combustible veneers(siding) meet that of Table 140 .2.1.2.
8. Balconies that protrude shall meet the requirement of Table 601 for floors.
9. Metal Composite Materials(MCM) shall meet the require eats of Section 1407.
10. Roof coverings meet the requirements of Table 150.5.1.
11. Double underlayrpent is provided in asphalt roofs with minimum slope of 2:12 up to and including a
4:12 slope.
12. An ice dam membrane (one continuous sheet or two sheet cemented together) fa all asphalt roofs is
provided from the roof edge to 24" inside of the inside of the exterior wall
13. Drip edge metal is provided along all roof edge. A'
14. Metal roofs meet the requirements of Section 1507.4.
15. Built-up roofs meet the requirements of Section 1507.10.
16. Single Ply Plastic Roofing meet requirements of Section 1507
17. All other roofing types meet the requirements of Section 1507
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1507.13.
I . Structural Use Group (as per Table 1604.5) -_Z�
2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and live
loads, g;rgynd snow load, basic wind speed, wind exposure, seismic design category and site
class.
3. All plans except as described in #1 above shall include the Mowing:
a. Floor live load including any reductions. ►►��'`
b. Roof live load as per Section 1607.11.
C. Roof Snow load, including the flat roof snow load, t now exposure factor, the snow
load importance factor and the thermal factor.
d. Wind design data, including basic wind speed, wind importance factor with building
category, wind exposure, applicable internal pressure coeffic' and the design wind
pressure used for the design o.f components and cladding. g
4.
5.
6.
7.
8.
Q
e. Earthquake design data including seismic importance factor, seismic use group, mapped
spectral response accelerations, site cuss, spectral response coefficients, seismic design
category, basic seismic -force -resisting systems, design base shear, seismic respo
caefficents, response modification factors and the an lysis pused.
4
Flood zone is identified(if in flood zone see Section 1603.1.6)_NfA_
Design of floor live loads in access of 50 lbs per sq. ft. also identify that signs muss be posted.
Structural design calculations meeting the requirements of chapter 16 haus been provided. V�
Architectural, mechanical and electrical components meet the seismic requirements of Section
A g -_..Aoft
10. Special inspections are identified for high strength bolting. �T�1
Special in�p�ctions are identif ed for concrete construciion except as excluded by Section
17x4.4. r6i9
i2. Special inspection are identified for masonry as per Section 1704,5. Allb>_14W
13. Special inspections are identified for fills greater than 12"' deep where load is applied,
��..
14. Special inspections are identified for all pier and pile foundations.-lfo�l
15. Special inspections are identified for sprayed on fire resistance ap lications.
16. Special inspections are identified for smoke contras systems.
17. Quality assurance plan for seismiG resistance is provided (except for design fight frame as per
chapter 23Q8 or reinforced masonry less than 25 feet high) X
1$. Special inspections. are provided for seismic force resisting systems.
19. Structural observations as per Section 1709 are identified for structures in Seismic Lyse Groups IT
IlI.. X
20, Truss Details provided or noted to be provided prior �a frame inspection.���
SOILS AND FOUNDATIONS
� .
Allowable soil foundation bearing pressure (as per Table 1804.2)oV
.
2. A soil investigation is required per the requirements of Section 18x2.2 where questionable soils
such as fill materials, UXga111C S011S, clays or questionable rock strata exist. Do any of these
conditions exist? Yes X No If yes, are the necessary soi,NC _
l reports provided? Yes No
3. GradinJV
gis a minzmum of 2% for concrete or asphalt surfaces or 5°f4 9 n
f r atural surfaces)�L!
. _
4. Information provided as per Section 1803.5 for any structural fill._
5. Footings (except for I s ory category 1 buildings no bigger than 4+D0 sq. ft.) are 3G "below
grade
6.
710
r6j
11.
12.
13.
14.
nor Brost protection.
rti `Y � w•
buildings on or adjacent to greaser than 311 slopes meet requirements of Section 1805.31)rA
.
Tod of foundation is a minimum of 12"' abase thea 'cent street gutter (unless a dradnage path is
identified orad approved by the building official).
Footings designed so that the allowable bearing capacity of the sail is not exceeded.
Foundation meets the requirements of Section 1805.5 (including tables 1805.5_). >C"
Except for Group R and U occupancies of light framed constructs of seismic design D and leis
Than 3 stores in hieght, concrete is a minimumof 300Q P.S.I*W
Retaining wally are designed with a laterad sliding and overturning factor of safety of 1.5.VIA
Foundation �inage system or wader -proofing (Section 1$07.3) is provided where water table
warrants.
Damproofing shown under slabs as per Sect"91) 1.807.2. 1.
Damproofing shown for foundation wails.
as per Section 23+3.4.1.
Engineered products have computer layout.
1 5. Minimum of 4 of gravel is shown under all slabs. 2&
1 6. Foundation d in is installed (except in well -drained gravel areas) as peer Section 1 807.4.2 and
18a7.4.3.
17. Piles meet rd Uirements of Section 1808, 1.809, 1810 and 1811.
18. Piers are a minimum of 2' wide and meet requirements of 1808,.2.23. and 1812.
CONCRETE and MASONRY
L
20
3.
4.
5.
6.
7.
8.
Construction documents show compressive strength of concrete, strength or grade of reinforcement
and the size and location of reinforcement. Y'
Structures assigned to Seismic Design Category D contain a statement identifying 'if slab -on -grade xs
designed as a structural diaphraprn.
Concrete exposed to freezing weather has air entrainment as per Table 19 4.2.1 and meets the
requirements of Section 1904.2.2 and Tables 1 904.2.2( 1 ) and 1904.2.2(2).
Masonry construction documents identify size., grade, type and location of reinforcement, anchors
and wall ties as per Section Z 1 0 1.3.
���
Masonry fireplaces have mini -mum 12" thick for�tings that are 6" wider than masonry. I�
Masonry f replaces have seismic reinforcement and anchors as per Section 2 111
X
Masonry fireplaces meet design requirements of Section 2 1 1 1 and able 2 111. 1.
ff dr
Masonry chimneys shall meet requirements of Section 2113. ��,�
I Truss drawings dentify qu' eme
2. Joist layout pl s areovi ed.
gIeUPoy-e(metiSL
3. F�oarandroo-s eLr-tth' m etsr, q
m me
4. Connections n fas nm* mee the
5. Fasteners in irehervfa.tive�Ereat�d
silicon bronze
9. Shear wa
GLAZING
1.
26
11
5.
t
6. Wood fram ng
-
7. �3iaphra do
8. Shear wal ripe
tr
de
sigm
-irements of Section 2304.7.
requirements of Table 2304.9. 1.
od are hot -dipped zinc coated galvanized steel, stainless steel,
e foftndations are 8" (min.) above soil.
teed ratio for all edges blocked and 3:1 for unblocked,,
ios
eat the , equirements of Table 2305.3.3.
0
eats requiffre ents of Section 2305.3.
Glazing -in pool, sauna, hot tub, steam room., bathtub or sh�wer enclosures (unless over 60" above
standing surface) is safety glazing as per Section 2406,
Glazin24" of door (unless over 60" above standing surface) is safety glazing as per Section
t
2.406.
G�azin" -greater than 9 sq. ft,,, bottom. below 187, top above 36" and 36" from. walking surface is
safety glazing as per Section 2406.
Glazing in guards and rails is safety gl�xng as per Section, 2406.
Glazing next to stairways, landi J�. and ramps (unless over,60"' above standing surface) i's safety
glazing as per Section 2406.
MISCO
I . Number of plumbing fixtures shall meet the requirements of Table 29Q2.1. /)(
2. Separate toilet facilities are provided for spaces with 16 or more employees, or c,ombination of
employees and customers (except for mercantile occupancy with occupancy of 50 or less}.)<
:3. Public toilet facilities are provided as per Section�I►biap
2902.6.
4. Elevators meet the requirements of Chapter 30, -600, C • �[ �?
5. Pedestrian walkways meet the requirements of Section 3 1 04..--N /Arop
6. Awnings and canopies meet the requirements of Sect'on 3
7. Marquees meet the requirements of Section 3106.)y A7
8. Swimming pool enclosures and safety devices meet the req31�9.��uirements of Section
9. Protection for pedestrians meets the requirements of Section306. X
10. Existing structures meet the requirements of Chapter 34.