HomeMy WebLinkAboutCHECKLIST - 06-00223 - Tew By 4 ApartmentsName of Proj*ect:
Plan Checklist for the 2003 International Building Code
USE AND OCCUPANCY
Oo223
1. Classification as per Sections 342.1 & 3Q3 thru 312
2. Incidental use areas see Table 302. 1.1�
3. Identify if mixed occupancy exists. Yes or Na If no then ship #3 below.
Accessory Space (10% or under) f� anc3023A//`�-
NoncepP Y as pcrated Mixed ecu er Sectxan
Separated Mimed Occupancy as per Table 3 02 . 3. 2 (//Identify gin. puns Fx�re Barrier Walls and/or
Horizontal Assemblies including the rating /1..-
3. If Assembly Occupancy e fists, is it 750 sq.
per ft. ar less as per Section 3 3. 1 or less than Sf� occupants
as Section 303.1.1 %U�,�-
4. Covered Malls, see Sectio 02. Athu s see Section 404. 'Underground Buildings see Section X05.
Motor Vehicle Occupanci s e S di 406. I-2 Accu ancien see Section 4Q7. 1-3 Occu ancien
see Section 40$. Moria Gt e ro' cion. Rooms see Section 409. Stages and Platforms see
section 410.. Special A u e en B Id. ngs see Section 411. Aircraft Relayed Occupancies see
Section 412. Combus bl orae e ection 4 13. Hazardous Materials seSection 414. H-
eCsee Sec on 5. p is ion of Flammable Finishes see Section 416. Drying Rooms
see Section 417. Or. anrc oa n see Section 418.
HEIGHT AND AREA
I .
2.
3.
4.
Area., First Floor 0 ,Second Floor J� � ,Third Floor
Area meets requirements as per Table 503. (Basements need not be included as per Section
5()3. 1. 1 ) Yes Na
Height meets requirements as per Table 543. Yes No
Buildings an same Lot? Yes No X If no then skip #5 below.
5. Regulatedas Separate or Regulated as one Building as per Section 503.1.3
6. Height modified as per lection 504. Yes No4< If yes , sprinklers are required.
7. area modified as per Section 506. Yes No If yes use the area provided below to
calculacte increase..
R1
Total Area Allowed after increase
Zero Lot Line Buildings see Se
Buildings see Section 507.�,%
Area Shown on Plans
0
)n 705. For Mezzanines see Section 505. Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
im
2.
30
4.
5-
6.
7.
0
9.
10.
11.
Ir
Identiffythe Type of Construction as per Section 642
Check allowable material for Type I and 11 buildings as per Section 603,
Table 601 =Identify Building Element Ratings X 0
I -able 60.2 Identify the Fire Resistance Ratings of Exterior Walls
Check Op ; gs in Exterior Walls for compliance with Table 704.8.(If spxinklered, see Section
704.8-.1)
Projections meet requirements of Section 704.2�
Cheek for window vertical exposure Bram roof below as per Section 704. 1 a
Check that Parapets are not required as per Section 7D4. 1 1 ><
Are Firewalls used or required? Yes Noy - If no, skip #10 below.
Check Firewalls r SVu u al Stability- Fire Resistance Rating as per Table 705.4
Made of Nonco us 1b erials(except Type V) Horizontal Continuity Vertical
Continuity C e to Exterior Walls as ger Section 705.5.1 Extend to
Hori'zontal Pro' c i g 1 is as per Section 705.5.2 Openings ono windows) as per
Section 745_$ �1�ck�hat Penetrations meet requirem�n�s of Section 712 Duets and
Air Transfer ape ngs 1n Firewall meet requirements of Section 705. 1 1.
Are .dire Barriers used or rewired? (as required by table 342.3.2) Yes]FNa If no skip
#12 below.
12. Check Fire BAee
's f
of wall. r u
Penetrationst e
13.
14.
r
aural stability as per Section 706.4. Gpenim4s limited to 25%
ung size of 120 sq. ft. (unless sprinklered) Check that
rents of Section 71.2. Ducts and Air Transfer {openings meet
the requiremii�.ts M �''egkiari 712 and 716.-
Are
Shaft Enclosures used or required .9 Yes No - If no then skip #14 below.
Shaft Enclosures meet the requirements of Section 707. Int/1A-
15.
Are Fire Partitions used or required? Yes-X�-No If no then skip # 16 below.
16. Check Fire Partitions for structural Stability and Continuity as per Section 708.4. �' Dwelling
units that are spxinklexed are allowed V2b-r. separations versus x hrl Check that
Penetrations meet the requirements of Sect -Ion 712 Ducts and Air Transfer Openings meet
the requirements of Section 712 and 716.
17. Fire, Raked Ceiling Panels meet requirements as per Section 71 1.3. 1.
'18. All Penetrations 'in Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 712.���
19. Fire Resistive faint re Systems meet the uirements of Section 7 1.3. Wk�
20. Doors and Shutters ire Fire Re Assemblies meet the requirements of Table 715.3.
/. &4
21. Fire Doors are Self Closing.w
22. Fire windows or Glazing conform to Section 715.4 and Table 715.4.��
23. Fire and Smoke Dampers conform with Section 716 ^
24. Fire B lo eking, and Draft. Stopping is provided as per S ection 7 l. ( a Stopping is not
required at partition line in dwelling units with combined spare of less than 3000 Sq. Ft and not
required if in sprinklered budding with sprinklereci concealed spaces)
25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803.><'
26. Floor Finish meets requirements of Section 804.Z--_
y
FIIZE PROTECTION SYSTEM
1. Is a Fire
2.
3.
4.
5.
rel
Yes
rotection System required for this building in order to meet area, height etc. requirements?
NoAi0t!5P-.If no skip #2 below. e i-�
Li*§Kth4!type of system that, is required
(]they requirements requiring Fire P otection Systems, (check if needed):
Group A(A.s per Section0.j.''.1) �,
Group E (As per Section
Group F- 1 AAs per SectV
Group H (As per Sectio
Group, I (As per Sectio
Group M +(As per Secqon
4
on
9
Group R (As per pec
Group S-1 AAs per Sec,jo
Group S-2 (Asper Se4 tjo
All Buildings exce
Ducts conveying Hjaoajr+
Commercial GooldD
r
030,42) 1
9 3. 2 3)
0 .2. )
.2. )
03..6
03., .7)
0
0
3.2.8)
3.A.9)
As per Section 903.2. 10)
dusts (As per Section 903.2.12. 1)
(As per Section 903.2.12.2)
As per Table 903.2.`I3
If Sprinklers needed as identified in. #3 list hype of system required. ���
If Sprinklers required by any of the above, Are Monitors and Alarms provided as per Section.
903.4?.�
If an Alternative A�u�omatic Fire extinguishing System is identified, does I meet the requirements of
Section 904?
7. Are Firs Alarms required as per Sections 9'07 or 9a8? Yes No
below.
8. Da Alarms meet the requirements listed in Sections g47 or 908?
9. Is smoke control required?has per Sections 402,, 4044) 405 or 410) Yes
if no then skip #F
Na If yes, see
Sections 909.
14. H Occupancies ma are uire smoke and heat �ven�s asper Sections 415.6 and. 410. �,/iY q
MEANS OF EGRESS
1. Minimum height of 7as per Section 1003.2.1
2. Any protruding objects meet the requirements of S ectian 1403.3 . l�
3. The occupant load shown an plans.. /V
4. The occupant load as per calculated by Table 14+D4.1.2.
S. occupant load posted in every rise occupancy as per Section 1004.3._,o6. Egress width is identified on plans.7
7. Egress width meets requirements as calculated per Table 1005. 1. i
8. Multiple meas of egress sized so that the lass of any one mea, 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 idth to less than 50% required.
10. Means of egress is illuminated as per Section 10D6. X
11. Illumination emergency power is shown for means of egress as per Section 1 Q06.3.
12. An enclosed.. exit stairway is shown. Yes Noe if no, skip # 13, 414 and # 15 below.
13. Enclosed stairway has an area of refuge(as per Section l007.6)../(///a'4--
A( /
14. Area of refuge has 2-way/epmmunications, instructions and is identified as per Sections 1007.6.3,
1o07.6.4 and 1007.6.s.
I5. Door clear widths are a minimum of 32". Except as allowed by exception of Section 104$. 1.1. r�
15. Doors swing in the direction of travel where sewing 50or more persons or in a H occupancy.
17. Specialty doors meet the requirements of 1-008. 1.3.EW,
18. All egress doors have a lading on bath sides as per Sections. 1008.1.4 and 1008.1.5.
�
19. Thresholds are identified as a maximum of 1/2" high, for swing doors acid 3/4" for sliding doors as per
Section 1008.1.6. N0
20. Space between two door's 'is fess than 48"(except R2&R3 non Type A units).
21. Locks and latches meet requirements of 1008.1.8. X %
22. Panic hardware is shown at re ired locations (Section 1008.1.9).
23. Does a stairway exist. des Na If no, skip #24 thru #2 8.
24. Stairway doors coo not open over stairs.
25. Stairways are a minimum of 44" wide except where occupant lead is 50 or less or as per Section
109. 1 ). L �S,
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.
28. maximum vertical rise without a landing is 1'112w'.�_
29. Handrails are 'Identified that meet the requirements of Section 1009.11. /VDTC:w
30. Handrails return to wall, etc. or are continuous to next stair handrafls-kk 079
3 1. Elevation change of over 1/2 0 its designed as a ramp as per Section 10 10 bilk.-
32.
Exit signs are identified when over 2 doors are required for exitin .004=
33. Exit signs ars spaced no more khan 100' a art ax to the door.� pP �1_11
34. 42" guardrails are shown whenever a walking surface is over 3a" above grade,
3 5. Any roof mechanical equipment ,within 10' from edge has a guardrail shown,
36. Egress does not pass through. intervening s ces 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 pass through another.
-M,
3 S. Length of common egress travel does not surpass requirements as per Section 10 13.3.9 ..
39. Required egress aisle adjacent is tables shall comply with Section i013.4.2,-
4a. Spaces with one means of egress meet the following maximum occupancy loads:_ C`
a. Occupancy A,B,E,F,M & U - 50 ace.
b. Occupancy H- 1, H-2, & H-3 - 3 occ.
C . Occupancy H-4, H-5, I-1, I-3, I-4, & R - 10 occ.
d. Occupancy S - 30 occ.
41. Where two or more exits ars required, they are a minimum of 1/2 the diagonal distance of the s
served apart or where the space is served by an automatic sprinkler system, the distance is 113
42. If bailer or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided �
43. Refrigeration machinery rooms and refrigerated rooms over 1004 sq. ft. have two exits.
AIIA
44. Stage means of egress comply with Section 1014.6._&t0_"
45.. Exit Access travel distance meets requirements of Table IM5.
46. Exterior exale ic s constructed in accordance with Section 10 15. 1 have 100 -' added to their travel
distance. AWA,
47. Corridors are rated as per Table 10 16. 1.
48. Corridor widths meet requirements of Section 1016.2.
49. Corridor dead ends are less tori 2U' or 5D' for sprinklered occupancies B and
54. Corridor not used as plenum unless in a tenant space of fess than 1000 sq. ft,
5 1. The minimum number of emits for occupant load meets the following:_
1-500 requires 2 exits
501-1000 requires 3 exits
More than 1000requires 4 exits
SZ. Buildings with one exit meet the requirements of S ection and Table 10 18.2. . �I
53). Interior stairwells required as a means of egress meet the requirements of Section 1019
54.
Space under stairs is identified as 1 -hour rated.
_4/J��
5 5. Exterior ramps or stairs are open on one 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 1x22.+6. �
57. Exterior balconies, stairways and ramps are over 10' frnm Ipt lines and other buildings on the lot._V-
58. Egress courts meet the requirements of Section 1023.5
59.
Assembly occupancies meet the requirements of Section 10246
� .
G0. Window egress or better is provided in eery sleeping groom and any habitable basement.�i'�,.J
61. Vestibule is provided as per Section 8a2.3.6 of the International Energy Conservation Code.
ACCESSIBLITY
An accessible route connects all accessible buildings, accessible facilities, accessible elements,
accessible spaces and the public right --of way(exeept as excepted by Section 1104).
2. Ire addition to the required accessible entrances, 5a% of all public entrances are accessible. X'
3. Accessibly parking is provided as per Table 1146. 1.)<
4. 10% 0f hospital out patient parking is accessible and 20% of rehab or physical therapy.
S. Van spaces are provided.(one out of six and any portion) pig
6. Accessible parking is provided on shortest route :From accessible parking to the accessible
building entrance.
7. GroupI Accu ancien meet accessibilit re uirements as set forth in Section 1107.5. � y �I
S. [roup R- 1 occupancies meet the requirements of Section 1107.6 and Table 1107 ip 6 m I a, I m
9. Where 4 or more apartment units, one level town homes or condos are located in one structure,
all units are designed as Type B wits as per ICCIANSI 117.1 unless an a upper level without
IM
1 2.
elevator service._
Where more than 20 apartment unit,
one level town homes or condos are loc,-
but
not less than one are designed as Type A units as per ICC/AN-SI 117, 1.
_A
a project, 2%
Wheelchair spaces hand companion seat as er Section 1108.2.5) are providedin assembly
Occupancies as per Table 1108.2.2.1.
1 -assistive listening systems are provided"iwn'
Assembly o�upancies where audible
comar�.unlcations are integral to the use of the space.
13. Any Assembly occupancy performance area has an accessible routeas per Section 11 d8.2.8.
144, Any dining area in an Assembly Occupancy is fully accessibie.
15. Self service storage facilities shall provide accessible spaces as per Section 1. 1X8.3.
16. Toilet and bathing; facilities are accessible(unless in a private office)as per coon I'l 69.2.,)�
17. Unisex toilets and bathing rooms ars supplied as per Section 11Q9.2. 1.
1$. Where sinks are provided., 5%, but not less than 1 is accessible. +
19. Where a kitchen or kitchenette is provided, it is accessibic(untess in Type B dwelling). V./�
206- Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.80
INTERIOR. ENVIR0ME1VT .AND ENERGY CONSER.VA.TIflN
1. Attie ventilat-& ion exits that is 11 154 of the floor space or 113 00 with vapor barrier._ Acoa
z. 5 Q% of the attic ventilation is 3 ft, above eaves.,��'
3. Crawl space ventilation complies with Section 1203.3.JJ�-
4. 4. Natural ventilation windows, doors, louvers etc. is a mn�mum of 4°/a of floor space.
5. Interior spaces that do not have openings directly to outside meet requirements of Section
1203.4.1. vl�
/V
6. Bathrooms containing bathtubs, showers or spas are mechanically vented. h�p 7�'
7. Natural or Artificial light is provided that meets the require encs of Section 1205. 4
$. Courts shall meet the requirements of Section 1200.3.
9. Dwellings party walls and floors meed the requirements of Section 12d?. -
10. All habitable rooms shall be a minimum of 7wide, and a minimum of 70 sq. ft,. in area. �r
1 1. Dwelling units(except Section 1209.4 efficient units) have one habitable room of 120 sq. ft.)<O'
12. All ceilings are a minimum of 7'6" with no more than 113 at 7'0". A00e
13. Attics and crawl spaces have access openings as per Section 12Q9. .�
14. An energy review has been submitted that meets the requirements of the International Energy
conservation code. 91>14dO
EXTERIOR WALLS AND ROOFS
i P exterior Wall Vapor retarder provided unless another approved means to avoid condensation and
leakage has been provided.
2. Water resistant barrier shown an sheathing as per Chapter 14. -I --b
3. Masonry veneer is flashed at bottom and has weep holes as per Section 1405.3.2.
E
4. Masonry veneer shall be mechanically attached as pe Sect -Ion 1405.5.
S. Stone Veneer is anchored as per Section 1405.6.-,,x
6. Sidings shall be applied as per Section 1405.�
7. Fire separation distance for combustible veneers( siding) meet that of Table 1406.2.1.2.
8. Balconies that protrude shall meet the requirement of Fable 601 for floors.
g. Metal Composi*te Materials(MCM) shall meet the requirements of Section 1407,,_ZP14
10. Roof coverings meet the requirements of Table 1505.1.�
1 1. Double underla me 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) fox alt asphalt goofs 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.
14. Metal roofs meet the requirements of Section 1507.4.
15.. Built-up roofs meet the requirements of Section 15£77.14. 16. Single PlyPlastic Roofingmeed re u�rements of Section 15D7.12 a 1507.13.
q
17. All other roofingtypes meet th
yp e requirements of Section 1 /
18. Buildings with root drains have drains designed and sized as per UPC I 1 0 5. 0.
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1. Structural Use Group (as per Table 1644.5
2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and lire
loads, ground snow load, basic wind speed, wind exposure, seismic design category and site
class,
3. All pla,s except as described in #1 above shad include the Following:
Floor
live
load
including any
--�
reductions. /it
Rnnf
lir�P
Inar4
ne Y,P�- Cin+;r.� 1
AC17 1
1
A<VYJl 11 Y U 1lJ Lll.l Lli] LJLJ1 lj L/l�LS�IAl L 4JV / � 1 1
1
Roof Snow load, including the flat roof snow load,
load importance factor and the thermal factor.
the snow exposure factor, the snow
a.
5.
6.
7.
11
e.
Wind design data,including basic wind speed, wind importance factor with building
category, wind exposure, applicable intemal pressure coefficient and the design wind
pressure used for the design. of components and cladding.
Earthquake design data including seismic importance factor, seismic use group, mapped
spectral response accelerations, site class, spectral response coefficients, seismic design
category, basic seismic-force-resisting systems, design base shear, seismic response
coefficients, response modification factors and the anal sis procedure used.
Flood zone is identified(if in flood zone see Section 1 6U3.1.6)
Design of floor live loads in access of Sd lbs per sq. ft. also identify that signs must be posted as per
Section 1603.3.
Structural design'
calculations meeting the requirements of chapter 16 have been provided. /V0
Architectural, mechanical and electrical components meet the seismic requirements of Section
1621.
S. Where special fabrication (usually steel) 'is perfornvd off sight, the fabr'icato�r has provided a
certificate of compliance as per Section 1704.2.2.1U4q-----
9. Special inspections are identified for welding. Affx
10. Special inspections are identified for high strength bolting.
1 1. Special inspections are identified for concrete construction except as excluded by Section
1704.4. *
12. Special inspection are identified for, masonry as per Section 1704.
5.
13. Special inspections are identified for fills greater than 12" deepwhere a oad is applied.,,
14. Special inspections are identified for all pier and pile foundations.
15. Special inspections are identified for sprayed on fire resistance a l'ication,
16. Special inspections are identified for smoke control systems.
17. Quality assurance plan for seismic resistance is provided (except f design light frame as per
chapter 2308 or reinforced masonry less than 25 feet high)
I8. Special inspections are provided for seismic force resistin s s$em�
�Y�
19. Structural o servatians as per Section 1709 are identified dor structures in Seismic Use Groups II or
2D. Truss Detais provided or noted to be provided prior to Erame inspectiont -�
SOILS AND FOUNDATIONS
I .
z.
3.
4.
5
6.
7.
9.
Allowable soil foundation bearing pressure has per Table 18D4.2). )Vt0/A::D
A soil 'investigation is required per the requirements of Section 1802".2 where questionable soils
such. as fill materials, organic sons, clays or questionable rock strata exist. Do any of these
conditions exist? Yes No it yes, are the necessary soil reports provided? Yes -No
Grading is a minimum of 2% for concrete or asphalt surfaces or 5% for natural surfaces.
Information provided as per Section 1803.5 for any structural fill.
Footings (except for I story category 1 buildings no bigger than 400 sq. Vit.) are 36" below grade
for frost protection.
Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3.
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).
Footings designed so that the allowable bearing capacity of the soil is not exceeded.
Foundation meets the requirements of Section. 1.905.5 (ineltiding tables 1805.5)_
Except for Group R and U occupancies of light framed construction of seismic design D and less
than 3 storms in hieght concrete is a minimnm of 1(l(10 n q i
11. Retaining. ovalis are designed with a lateral sliding and overturning factor of safety of 1.5.
r
12. Foundation d ainage system or water -proofing (Section 1807.3) is provided where water table
warrants.
l3. Damproofing shown under slabs as per Sectio 1807.2.1.
-Aej
14. Damproofing shown for foundation walls.
15.
16.
17.
18.
Minimum of 4" of gravel is shown under all slabs.
Foundati on dr ' is installed (except in well -drained gravel areas) as per Section 18
1807.4.3.
Piles meet requirements of Section 18 4 8, 18 4 9, 18 14 and 18 11.
Piers are a minimum of 2' wide and meet requirements of 1808 1812.
CONCRETE and MASONRY
07.4.2 and
1. Constniction documents show compressive strength of concrete, strength or grade of reinforcement
and the size and location of reinforcement._,P_
1.��
2. Structures assigned to seismic DesignC&tego y D contain a statement identifying if slab -gin -grade is
designed as a structural diaphragm.
3. Concrete exposed to freezing weather has air entrainment as per Table 19D4.2.1 and meets the
requirements of Section 1904.2.2 and Tables 1904.2.2(1) and 1904.2.2(2)-
4.
Masonry construction do eni identify size,grade, type and location of reinforcement, anchors
and wall ties as per ect' 0
5. Masonry fireplace, a , e i 12" thick footings that are 6" wider than masonry.
6. Masonry fireplac s e ereinforcement and anchors as per Section 2111.
7. Masonxy firepl. es e t sig requirements of Section 2111 and. Table 2111. 1.
S. Masonry chi m eys s 11 eet requirements of Section 2113.
WOOD
1.
10.
3.
4.
5.
6.
,Truss dralm' ngs identify requirements as per Section 2 3 03.4. 1.��
Joist layout plans are provided. gineered products have computer layout
Floor and roof sheathing meets requirements of Section 2304.7.
Connections and fastening meet the requirements of Table 2 3 44.9. 1.
Fasteners in preservative treated wood are hot -dipped zinc coated galvanized steel, stainless steel,
silicon bronze or copper.
Wood framxng members above foundations are 8"" (min.) above soil.
Diaphragms do not emceed the 4:1 ratio for all edges blocked and 3:1 for unblocked.
Shear wall aspect ratios meet the requirements of Table 23 05.3.3.
9. shear wall design meets requirements of Section 23 Q5.3.
GLAZING
1.. Glazing in pool, sauna,, hot tub, steam room, bathtub or shoNyer enclosures (unless over 6Q" above
standing surface) is safety glazing as per Section 2406. "/
2. Glazing ithin 24" of door sunless over d0" above standing surface) is safety glazing as per Section.
4.
24060�,�1v�
GlaziLegrea'ter than 9 sq. ft., bottom b low 18" , top above 3 6"
safety glazing as per Section 2406.��
and 36", from walking surface is
Glazing in guards and rails is safety glazing as per Section 2406.
5. Glazing next to stairways, landin s nd ramps (unless ovcr 6d"
glazing as per Section 24Q6.
above standing surfaced is safety
MISC.
1. Number of plumbing fixtLires shall meet the requirements of Table 29Q2. 1. JAG
2. Separate toilet facilities are provided for spaces with 16 or more employees, or combination
employei s an customers (except for mercantile occupancy w' occupancy of 50 or less .�.
3. Public toilet facilities are provided as per Section 29 2.6.
4. Elevators meet the requirements of Chapter 30.� f
5. Pedestrian walkways meet the requirements of Section 31,04.
b. Awnings and canapes meet the rcqui"rements of Secti. n 3105,.&NM
7, Marquees meet the requirements of Section 3106.
S. Swimming gaol enclosures and safely devices meet the requirements Section 3109..
/�
9. Protection for pedestrians meets the requirements sof Section 3306../� 10. Existing; structures meet the requirements of Chapter 34_ „a--