HomeMy WebLinkAboutCHECKLIST - 06-00261 - Rexburg Head Start CenterF,.
Name of Project-,
Plan Checklist for the 2003 International Building Code
USE AND OCCUPANCY
1. Classification as per Sections 302.1 &
03 thru 312 � G �,l�aP&!U101A16, O N
to S-ro, w1w L
2. Incidental use areas see Table 3 D2. 1. 1 PQ16 r . u A -1v 19 �
3. Identify if mixed occupancy exists. YesIPo� No Yf no then sk#3 below.
Accessory Space (.1.0% or undex)�/ � M" V
Nonseparated Mixed Occupancy as per Section 302.3.1
Separated mixed Occu . ancy as per Table 301Z,3 �/���denfify nn plans Fire Barrier '�VValls and/or
Horizontal Assemblies including the �at�ng %�--
3. If Assembly occupancy exists, is it 75Q sq. ft. or less as per Section 3[13.1 or less than 50 occupants
as per Section 303.1. 1 Ace
4. Covered Malls,, see Section,402. tri see Section. 404. Underground Buildings see Section 40S.
Motor Vehicle Occupancies, se e i I-2 Occupanci*es see Section 407. 1-3 Occtipancies
see Section 408. Motion Pictu,e P j tin ooms see Section 409. Stages and Platforms see
section 4 10. Special Amuse e u' d' gs see Section 411. Aircraft Related occupancies see
Section 412. Combustible S r e ct on 413. Hazardous Materials see Section 414. H-
Occupancies
see Section 41 is ion of Flammable Fini*shes see Section x-16. Drying Roams
see Section 417. Qoatings see Section 418,
I-IEIGHT AND AREA
I .
2.
791
49.
5.
70
Area, First Floor -2 � � �' , Second Floor ,Third Floor
Area meets requirements as per Table 503r. (Basements. need not be, included as per Section'
50."). 1 - 1) Yes_,,' N0
Height meets requirements as per Table 503. Yes No
Buildings on same Lot? es No_X If no then skip #5 below.
Regulated as Separate r Regulated as one Building as per Section S 0 3.1.3
Height modi#icd as per Section 504. Yes No If yes , sprinklers are required.
0
.t-u.ca niuumeu as per aeciion pub. Yes 1V o__ K If yes use the area provided below to
caiculate increase.
Total Area Allowed after Increase
8.
Zero Lot Line Buildings see Se bion 705.
Bund"*lngs see Section 507.
qr
Area Shown an Flans ZV//�
For Mezzanines see Section 505. Unlimited Area
rom
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1. Identify the Type of Construction as per Section 602
2. check allowable material for Type Y and II buitctin2s as per Section 603
-- IVIA
3. Table 60 1 -identify BuiRatings1 IVElding Eiemen� I4-
4. Table 602 -identify the Fire Resistance Ratings of Exterior Walls
S. Cheep Openings in. E--lxterior Walls for compliance with Table 704.8.(If spxinklered, see Section
704.5. 1)
6. Projections meet requirements of Section 704.2
7. Check for window vertical exposure from roof below as per Section 704. 10
8. Check that Parapets are not required as per lection 704.11�
9. Are Firewalls used or required? Yes No,, ` If no, slip #10 below.
10. Check Firewalls for Structra S bility_ Fire Resistance Rating as per Table 705.4
Made of Nonco busti le te als(except Type V) Horizontal Continuity_ Vertical
Continuity �o �a� ti n o Exterior 'Walls as per Section 705.5.1 Extend to
.Horizontal Pr e tii e e s per Section 7x5.5.2 Openings (no windows) as per
Section 705. khat enetrations meet requirements. of Section 712 Ducts and
Air Transfer ape n s ' F rewa�l meet requirements �f Siecton 705.11.
11. Are Fixe Barriers used or required? has required by table 3D2.3.2) YesNo� If no skip
# 12 below.
12, Check Fire Barger,,.. r uctural stability as per Section 706.4. openings limited to 25%
of wail. In 1 u pening size of 120 sq. ft. (unless sprinklered) Check that
Penetration e e 'rements of Section 712. Ducts and Air Transfer Openings meet
the requir e s f ec on 712 and 716.
13. Are Shaft Enclosures used or required? Yep No -'k If no then skip # 14 below.
14, Shaft. Enclosures meet the requirements of Section 7x7.
;///J-
15. Are Firs Partiti ns u ed required? Yes No If no then slop # 16 below.
16. Check Firoipa itio f r tructural Stability and Continuity as per Section 708.4. Dwelling
units tha a e pri lee re allowed V2hr. separations versus I kms, Check that
Penetr io s e t re uirements of Section 712. Ducts and Air Transfer Openings meet
the re uire en o Sec .ion 712 and 716.
17. Fire dated Ceiling Panels meet requirements as per Sect�an 711.3 . I .�1�
18. A11 Penetrations 'n Fire Resistive Walls and Horizontal .Assemblies meet the requirements of
Section 712.
19. Fire Resistive Joint Systems meed the requirements of Section 713.
2d. Doors and Shutters in Fire Resistive Assemblies meet the requirements of Table 715.3./t//`�`L
21.
Fire Doors are Self Closing.
A)/44-
22. Fire Windows or Glazing conform to Section 715.4 and Table 715.4.-.123. Fire and Smoke Dampers conform with Section 716. /
24. Fire Blocking and Draft Stopping is provided as per Section 717 X (Draft Stopping is not
required at partition Zine in dwelling units with combined spare of leis than. 3000 Sq. Ft and not
required if in sprirrikklered building with sprinklered concealed spaces
25. Wall and Ceiling Finishes meet the requirements of Table $ 0 3.5 and Section 8 0 3.�
26. Floor Finish meets requirements of Section Sao,
_
FIRE PROTECTION SYSTEM
1. Is a Fire Protection System. required for this building in order to meet axea, height etc. requxrents?
2.
3.
Yes No If no skip #2 below.
List the type of system that is required NJ
Other requirements requiring Fire Prot tion Syst
Group A (As per Section 903.2, 1)
Group E (As per Section 903.2.2)
Group F- 1 (Asper Section 903.2.3)
Group H (As per Section 903.2.4)
Group I (As per Section 903.2.5)__{/n 17
Group M (As per Section 90 3.2.6)
Group R (As. per Section 903.2.7.) h
ms (check if needed:
Group 5-1 AAs per Section, 903.2.$}
Group S-2 (Asper Section 903.2.9)
All Buildings except R-3 and U (As per Section 903.2. 10,) X�
Ducts conveying Hazardous Exhausts (As per Section 903.2.12. 1 )
Comm, ercial Cooking Operations AAs per Section 903.2.12.2)�
As per Table 9 0 3.2. 13_'x'
4. If Sprinklers neededs identifiein # list ty
5. lf Sprinklers require
903.4?
6. If an Alternative
Section 904?
7. Are Fire Alarms eq
below.
S. Do Alarms methe
by any o the
uratic ire E�
fired
9. Is smoke cont o1 requ
Sections 9U9
10. H Occupann. es may re
MEANS OF EGRESS
s per
qwrem
[?(as per coons 02, 4a4, 405 or 4 10) Yes No
ire rMoke and heat gents as per Sections 415.E and 410.
N
2
e of system required.
1 Monitors and Alarms provided as per Section
ting#hig System is identified, does 1 meet the requirements of
ecti
ts li
s 997 or 908? Yes No
iections 947 or 908?
if no thin skip #S
1. Minimum height of ?'as per Section 1003.2.�_
2. Any protruding objects meet the requirements of Section
3. The occupant toad shown an plans.
_x
4. The occupant load as per calculated by Table 1004.1.2. 51
5. occupant load posted in every assembly occupancy as per Section 10043.
�
b. Egress width 'is identified on plans.oe .1
7. Egress width meets requirements as calculated per Table 10Q5. 1.
If yes, see
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.
-X--
9. Door encroachment does not reduce the required egress width to less than 50°/Q required.
10. Means of egress is illuminated as per Section 1006.
11. Illumination emergency power is shown for means of egress as per Section 104{.3. .0y
12. An enclosed exit stairway is shown. Yes N 0,(Jfno,skip 13,#Nand#15_below.
13. Enclosed stairway has an area of refuge(as per Section 10Q7.6).
14. Area of refuge has 2 -way copmunications, instructions and is identified as per Sections 1007.6.3
,
1,007.6.4 and 1007.6.5.
9W
15. Door clear Widths are a minimum of 32". Except as allowed by exception of Section 1QQ8.1.1. eA00e,
(1% travel 16. Doors swing in the direction oi where serving 50 or more persons or in a H occupancy. -K
17. Specialty doors meet the requirements of 1008.1.3.
18. All egress doors have a landing on both sides as per Sections 1 008-1.4 and 1 008.1.5.
19. Thresholds are identified as a maximum of �/Y" high, for swing doors and3/4" for sliding doors as per
Section 1008.1.6.
201,. Space between two doors is less than 48"except R2&R3 non Type A units).
21. Locks and hatches meet requirements of 1D08.1.8.`)4o,�
22. Panic hardwareis shown at required locations (Section 1008.1.9).
6 . Y 00
23. Does a stair ay exist. 0 No if no, ski #24 thru #28.
24. Stairway d rs do o o ,' n over stairs. IP
2.5. Stait-vvays a mi i f 44" wide except where occupant load is 50 or less or as per Section
26.
Maxim xx er i his nd minimum tread is I I inches.
2J. P landin ' v`
de r Vv e at th top and bottom of each stairway.
28. Maxim V r. I r e wi -ut a landing is 12'0
29. Handra*
s ar nt ied that meet the, requirements of Section 1 009.1 1.
30. Handr Is ret t wail, etc. or are continuous to next stair handrails
3 i , Eleva on change f over 1 /2 is, designed as a ramp as per Section 1 0 1 0
32. Exit. signs are identified when over 2 doors are required for exiting.
33. signs Exitigns are spaced no more than 1, 00' apart or to the door,
34. 42" guardrails are shown whenever a walking surface is over 30" above grade. 11114
35. Any roof mechanical equipment within 10' from edge has a guardrail shown.-
P
36. Egress does IP is
nopass through, intervening spaces unless the space "is accessory to the area served and
the intervening space not h�zardous.�
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 1 0 3.3.
�,
39. Required egress aisle adjacent to tables shall comply with Section 1 0 13-42./�%
-
40.E aces with one means of egress meet the following maximum occupancy loads:�i�-
a. occupancy jj,t,P,M A L 5O occ.
b. Occupancy H-1, H-2, & H-3 3 occ.
e. Occupancy H-4, H-5, I-1, 1-3) 1-4, & R- 10 occ.
d. Occupancy S - 30 occ,
41. Where two or more emits are required., they are a minimum of'Y2 the diagonal distance of the space
served apart or where the space is served by an automatic sprinkler system, the distance is 1/3 �_
42. If b+oiler or furnace rooms over 500 sq. ft. With btus over 400,000, two exits are provided,,
43. Refrigeration machinery rooms and refrigerated roomsgver 1000 sq, ft. have two exits,,.
44. Stage means of egress comply with Section 10I4.6. ,I'�--
45. Exit Access travel distance meets requirements of Table 1015.1.-)(
46_ -Exterior exit b I Ironies constructed in accordance with Section 1have 10 0 added to their travel
distance.
47. Corridors are rated as per Table 101 2, + MOO, �� � � ���"
48. Corridor widths meet requiwrements of Section I.016.2lea /-I e--04-erw
49. Corridor dead ends are less tan 2Q' or 50' for sprinklered occupancies B. and F.
50. Corridor not used as plenum unless in a tenant space of less than 1 000 sq.,I
f
,,�1�.. ~
5 1. The minimum number of exits for occupant load meets the following:
1-.500 requires 2 exits
50 1-1 000 requires 3 exits
More than 1 000 requires 4 exits
16
52. Buildings with one exit meet the requirements of Section and Table 1 0 18.2.
53. Interior stai.rwells required as a means of egress me the requirements of Sectia� 1 0 1 95
54. Space under stairs is identified as 1 -hour rated. -a
SS. Exterior ramps or stairs are open on on side and have a minimum of 35 sq. ft. of open space not less
than 42" above any floor level. /�
56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6. ,/
57. Exterior balconies, stairwa s and ramps are over 10' from lot
Y fines and other buildings on the lot.i�
58. Egress courts meet the requirements of Section 1 023.5.
59. Assembly occupancies meet the requirements of Section 1024. J/
60. Window egress or better is provided in every sleeping room and any habitable basement,,-,
6 1 . Vestibule is provided as per Section 80203.6 of the Iniemational Energy Conservation Code.
ACCESSIBLITY
1 An accessible route connects all accessible buildings, accessible facilities, accessible elements
accessible spaces and the public right -of way except as excepted by Section 1
2. In addition to the required accessible entrances, 50% o all public entrances are accessible.
3. Accessible parking ispprovided as er Table 1 1 06. 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 portivr�}
is 60 Accessible parking rovided on shortest route from accessible parking to the accessible
building entrance. ;.07
7. Group I occupancies meet accessibility requirements as set forth in Section 11 07.5.
S. Group R-1 occupancies meet the requirements of Section I and Table 11X7.6.1.1.
9. Where 4 or more apartment units, one level town homes or condos are located in one structure,
all units are designe s Type B units as per ICC/ANSI 1 17.1 unless on a upper per level without
elevator service. -
1 0. Where more than 2Q apartment unit, one level town homes or condos are located 'nL a proj ect, 2%but not less than one are designed as Type A units as per ICC/ANSI 1 17.10 .
11. Wheelchair spaces (and companion seat peer Section 11 Q8.2.5) are provided in Assembly
Occupancies as per Table 1 1 08.2.2.1.
12. Assistive listening systems are provided in Assembly oc upancies where audible
conununications are integral to the use of the space,,
13. Any Assembly occupancy performance area has an accessible route per Section 1108.2.8
.�l�
14. Any dining area in an Assembly Occupancy is fully accessible.
15. Self service storage facilities shall provide accessible spaces as per Section 11 08.3.
1 6. Toilet and bathing facilities are accessible unless in a private office)as per ection 1109,2.
I
17. Unisex toilets and bathing rooms are supplied as per Section 1109.2..,. ),
1 8. Where sinks are provided, 54/0, but not less. than I is accessible.
19. Where a kitchen or kitchenette is provided, it is accessible(unle-ss 0 in Type B dwelling).
20. Storage cabinets,, lockers, etc. one of each type 'is accessible as per Secfion 11Q9.8.-
INTERIOR
ENVIROMENT AND ENERGY CONSERVATION
� . Attie ventilation exists that is 1/ 1 5 0 of the floors ace or 1 /3 QO W I*th va or barrier.
2. 50% of the attic ventilation is 3 ft. above eaves. P
3. Crawl space ventilation complies with Section 1243.3.
4. Natural ventilation (windows, doors, louvers etc.) is a
minimum of 4% of floor space. -,,V-
S. Interior spaces that do not have openiongs -directly to outsl*de meet requirements of Section
1203.4. 1. k
6. Bathrooms containing bathtubs, showers or spas are mechanically vented. �'
7. Natural or Artificial light is provided that meets the requi & rements of Section 1205.
So Courts shall meet the requirements of Section 1206.3. 4..
9. Dwellings party walls and floors meet the requirements of Section 1207,
I Op All habitable rooms shall be a minimum of 7' wide,, and a min mum of 70 sq. ft. in area
I
11. Dwelling units(except Section 1208.4 efficient units) have one habitble room of 120 sq. ft
M
1 2. 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 1 209.
14. Ari energy review has been submitted that meets the requirements of the International Energy
conservation code.
EXTERIOR WALLS AND ROOFS
1. Exterior Wall Vapor retarder pr V ided unless another approved means to avoid condensation and
leakage has been provided.
2. Water resistant barrier shown on sheathing as per Chapter 14, K
3. Masonry veneer is flashed at bottom and has weep holes as per Section 1405.3.2. ,�%�r�
4.. Masonry veneer shall be mechanically attached as per�Seciion 5.5.1
0
�. --ftq
Mone Veneer is anchored as Baer Section 1405.6.
P Al
6. Sidings shall be applied as per Section 1 405. ,��
7. Fiore sep arati ondi stance for combustible veneers(siding) meet that of Table 140�.2,1.2. i'�
,5.1A1
naiconies teat prot�ruae sliall meet the requirement of Table 60 1 for floors. J
9. Metal Composite Matearials(MGl�v1)i shall meet the requirements I rements of Section 1 407.W/)-
1 0. Roof coverings meet the requirements of Table 155.1
11. Double underla ment is provided in asphalt, roofs with minimum slope of 2:12 up to and including a
4: 1 2 slope,
12. An 'Ice dam membrane (one continuous sheet or two sheet cemented together) for all asphalt roofs is
provided from the roof V
edge to 24" inside of the, 'de of the exterior wall.1"
j -5. L)rip eage metal is Provided along all roof edize.
14. Metal roofs meet the requirements of Section 1507.4.���--
15,
Built-up roofs meet the requirements of Section 15D7.10.
16. Single Ply Plastic Roofing meet requo7.12
requirements of Section 150and 1507.13.,/�
17. All other roofing Types meet the requirements of Section 1507.-)r
1 8. Buildings with roof drains have drains designed and sized as per UPC 11 05.0. ,�/,�.
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1*
2.
3.
Structural
Usc Group
(as
per Table 1 �Q4.5)
Structural
documents
for
light
frame wood buildini�s as per chanter 23
Toads,and snow load,
class.-
T
include floor roof and live
basic wind speed, wind exposure, seismic design category and site
All plans except as described in 4 1 above shall include the following,
a. Floor live load including any ireductioils.
b. Roof live load as per Section 1647.11.
C. Roof Snow load, including the flat roofsnow load.the snow exposure factor,, the snow
load importance factor and the thermal factor. X
d_ Wind design data, including basic wind speed, wind importance factor with building
category, wind exposure, applicable internal pressure coeff ci nt and the design wind
pressure used for the design of components and cladding. 1;
e. Earthquake design data including seismic importance factor,, seismic use group, mapped
spectral response accelerations, site class, spectral response coefficients, seismic design
category, basic SeiSri11C-force-resisting systems, design base shear, seismic response
coefficients, response modification factors and the ana;Ira
is procedure used.
4. Flood zone is identified(if in flood zone see Section 1603.I.6)
5. Design of floor live ads in access of SO lbs per sq. ft. also identify that signs must be pasted as per
Section 1603.3. t
6. Structural design calculations meeting the requirements of chapter 15 have been provided.�
i. Architectural, mechanical and electrical components meet the seismic requirements of Section
1621 y
8. Where special fabrication (usually steel) is performed ff sight, the fabricator has provided a
certificate of compliance as per lection 1704.2,20
9. Special inspections are identified for welding.
10. Special inspections are identified for high strength bolting.
.11 . Special inspections are identified for concrete construction except as excluded by Section
1704.4. )JO -70
12. Special inspection are identified for masonry as per Section 1704.5.I
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.
15. Special inspections are identified for sprayed on fire resistance ap icatxans.
16. Special inspections are identified for smoke control systems.
17. Quality assurance pian for seismic resistance is provided (except for design light frame as per
chapter 2308 or reinforced masonry less than 25 feet high}
1$. Special inspections are provided for seismic force resisting Y s stems.
__,e
19. Struetur 1 observations as per Section I 7 a9 are identified for structures in Seismic Use Groups Ir or
III. �/1a
24. Truss Details provided or noted to be provided prior to frame inspection.4 IL
SOILS AND FOUNDATIONS
2.
3.
4.
M
7.
0
9.
MG
11.
Allowable soil foundation bearing pressure (as per Table 1 804.2
}.
A soil investigation is required per the requirements of Section 1802.E where uestionable soils
such as fill materials, organic so'ls, clays or questionable rock strata exist. Do A. any �f the e
conditions exist ? Yes Na Ifyes, are the necessar sail re orts ? Y p provided , Ye
Grading is a minimum of 2% for concrete or asphalt surfaces or 5% for n turas surf qj�
ccs._
Information provided as per Section 1803.5 for any structural fill.
Footings (except for 1 story category 1 buildings no bigger than 400 sq. #'t.) are 36" below grade
for,frost protection. AOM,
Buildings on or adjacent to greater than 311 slopes meet requirements of Section 1805.3.
-40
Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is
identified and approved by the building official).
-AL*"
Footings designed so that the allowable bearing capacity of the soil isnot exceeded.
Foundation meets the requirements of Section 1805-5 (including tables 1805.5_).X
Except for Gro -up R and U occupancies of ligbt framed construction of seismic design D and less
than 3 stories in hivght, concrete is a minimum of 30 4 p.s.i.. _
Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5..
12.
13.
14.
l5.
16.
17.
18.
Foundah'i
warrants.
loge system or water -proofing (Section 1807.3) is provided tivherc wafer table
DamproolTingshown under slabs as per Seco 18Q7.2.1. �
Damproofing shown for foundation walls
Mini' mum of 4" of gravel is shown under all nabs.ekoo'
Foundationdrain is installed (except in well -drained gravel areas) as per Section
- n
18,07-40%)*
Piles meet requirements of Section 1908,, 1$09, 1810. and 1811. lioollA-
Piers
are a minimum of Z' wide and meet requirements of 1808..2.23. and 1812,
CONCRETE and MASONRY
1807.4.2 and
1. Construction documents show compressivength of concrete, strength or grads of reinforcement
and the size and location of reinforcement. sfix
2. Structures assigned to Seismic Design C egory D contain a statement identifying if slab -an -rade is
designed as a structural diaphragm.
3. Concrete exposed to freezing weather has air entrainment as per Table 19x4.2.1 and meets the
requirements of Section 1904,2.2 and Tables 1904.2,2 1 and 1,904.2.2"'-
4.
Masonry construction documents identify, size, grade, tyke and location of reinforcement, anchors
and wall ties as per Section 2101.3.
5. Masonry fireplaces have minimum l.2" thick footings that are 6" wider than masonry.
6. Masonry fireplaces have seismic reinforcement and anchors as per Section 2111.jot
7. Masonry fireplaces meet design requirements of Section 2 111 and able 2 111. 1, ,�-
S. Masonry chimneys shall meet requirements of Section X113.
q
1. Truss drawingsidentify requirements as per Section 2303.4.1.
2. Joist layout plans are provided. -2v -Engineered products have computer layout. 3CO"
3. Floor and roof sheathing meets requirements of Section-2304.7.�
4. Connections and fastening meet the requirements of Table 2304.9,1.se
5. Fasteners in preservative tre. tied wood are hot -dipped zinc coated galvanized steel, stainless steel,
Pp
silicon bronze or copper.
6. Wood framing members above foundations ars S" (min.) above soil.
7. Diaphragms da not exceed the 4:1 ratio for all edges blocked and 3:1 for unblocked.�
S. Shear wall aspect ratios meet the requirements of Table 235.3.3.
9, Shear wall design meets requirements of Section 23�
GLAZING
I .
2.
3.
4.
Glazing in pool, sauna, hot tub, stem room, bathtub or show r enclosures (unless over 60"
sanding surfaced is safety glazing as per Scction X406. �--
Glazing within 24"' of door (unless over 60" above staric�ng surface) is safety glazing as per Section
2406. ev
Glazing greater than 9 sq. ft., bottombe ow
safety glazing as per Section 2406,
18" , top above 36" and 36"' from walking surface is
Ulazing in guards and rails is safely glazing as per Section 244
S. Glazing next to stairways, landi�}
glazing as per Section 2406.,,PI/j�
s and ramps (unless over 60")
6.- / 146i
Z4 --
above standing surface} is safety
1 41
20
tI
4.
5.
6.
7.
8.
9.
10.6
D
Number of Plumbing fixtures shall meet therequirements rements of Table 2902.1 )r—
Separate toilet facilities are provided for spaces with 1 6 or more employees, or combination Of
employees and customers (except for mercantile occupancy with occupancy of 50 or less). .�
Public toilet facilities are provided as per Section 2992.6. Odov_
Elevators meet the requirements of Chapter 30. &'
-rec ion 3104,
Pedestrian walkways meet the requirements of 8 tion
Awnings and canopies meet the requirements of Sectio- 3I0Y
Marquees meet the requirements of Section 31 06,, --
Swimming pool enclosures and safety devices meet the requirements ot Section 3109,
Protection for pedestrians meets the requirements of Sectxo 3306,
Existing structures meet the requirements of Chapter 34.