HomeMy WebLinkAboutCHECKLIST - 06-00322 - LDS Stonebridge ChurchFL!
WLI
Plan Checklist for the 20 0 3 International Building Code
Name of Project: L�s L 49(o 40
Q3
ZZ
USE AND OCCUPANCY
I *
2.
3.
3.
4.
Classificatioti as per- Sections 302.1 & 3030'r"u 312
_ 3
umunaaa use areas see Table, 302. 1.1
4
Identify if mixed occupancy exists. yes or No_x_If na then ski #3 below,Accessory Space (10°ro or under)�
Nonseparated Mixed pccupar�cy as per Section 302-3.1
separated Mixed Occup
ancy as per Table 3 02. 3,
Horizontal Assemblies inrl,i�;n� ti,pA/'"Identify an plans Fire Barrier
If Assembly OCICUDanCy exists, is it 750 sq. ft, or less as per lection 303.1
as per Section 303. 1.1 � -- A '3
hovered Malls_ �P� qPPfi;,,i, �r n7 n +�.._.__ _ _ ri
Walls andlor
or less than Sa oecLipants
Motion
v_, �--1LLlums see �ectlon 404. Underground Buildings see Se�;t'on 405.
Motor `►Iehicle []ccupancies, see Section 406. I-2 (�ecupancies see Sec�ian 4Q7. �-3see Section 408. P;nt„�-� n�-..,o,-.t.,-.�. � ____ _ .-- - - Occupancies
�uums see Nectlon 4+QqStages and Platforms see
section 4�Q. special Amusement Buildings see Section 4I 1. Azrera� delated(Jccu an Section 412. ComhufitihlPqt�.r��A ��o c....�=___ �, � �T _ p cies see
see -.. �,1sQ111�. k,uaiings see lection 41.8.
7"X__
------_�._ r�azaxdous 1Vlaterial� seg Section 414. H-
C]ccupancies see Section 415. Application of Flammable Finishes see Section 416.see �ec�t�r,�, d1 � n�..�„�,:,. ��_��__ _ ,-r _ DrVlilsx RnnmQ
HEIGHT AND AR -EA
I .
2.
3.
4.
5.
6.
7*
Area, First Floor /4 ,Second Floor T
Area meets re9uirernen�s per Table 503. (Basements need not be herd F1oar
5 n3. 1. 1} Yes �To included as per Sect* an
Height meets requirements as per Table 503. Yes No
Buildings on same Lot? yes No_X If no then skip #5 below.
Regulated as Separateor Regulated as one Building as per Section 503.1.3
Height modxf ed as per Section 504. Yes No � If yes , sprinklers are requi�red.
Area modified as per Section 5(i6. �eS �o �
calculate increase.
If yes use the area provided below to
Total Area Allowed after Increase Area Shaven an Plans
zero Lot Line Buildings see SaPtion 705. For Mezzanines see Section 505, Unlirnitec�Butldings see Sectivn 5(}�Area
JL
.�s
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
I .
Identi"fy the Type of Construction as per Section 602
Z. Check all�..x,�l,�., .......:_,
31;
5.
6.
7.
8.
9.
10.
I1.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.6
-11taLei-ldi ror 1 ype 1 and .II bui�d0 �ngs as per Section 603
Ifel
Table 601 -- Identify Building Element Ratings
Table 602 - Identify the Fire Desistance Rating
s of Exterior Walls--.,k-
peningsCheck p1n Exterior Walls dor co IN with
704.8. 1) p Table 704.8.(If vr'nklered, see Section
Projections meed requirements of Sectia►n 744.2 /Y
Check for window vertical exposure from roof below as per Section 704.1
ParaPet
Check that s are not required as per Section 704.11
Are Firewalls used or required? Yes- No
Cheek Firewalls for ru u StabllitY'-�- If no, skip #10 below.
� Resistance Rating as per `'able 7Q5.4
Made of Nonc.b stib terials(except Type V) HorizontalContinuity ContinultY Vertical
on, ec to exterior Walls as per Section 705.5. �� Extend to
Horizontal ra e in Elm ts as p
er Section 705.5,2 Ope
r�inSection 7 .8 C eck that Penetrations inset re uirementsofSection
gs dna windows) as per
Air Tia fer C1 e ngs in Firewall meet requirements of Section 712 Ducts and
Are .Fire Barriers used or required? (as required b table 3{�23.2)7�5.�I.
# 12 below. �' Yes No �'C If no skip
Check Fire B 'ers or crural stability as per Section 744.4. Open�ngs limitedof wa1i, a m to 25%
W size of 12D sq. ft. (unless sprinklered)check that
Penetration � t rements of Sectaon 7I2. Ducts and Air Transfer
the requir m s cit n 7 � 2 and 716., Openings meet
Aare :Shaft En los res used or required`? Yes
Shaft Enclosures meet the requirements of Section
Are Fire Partitions us
Check Fixe P it' �
T
no then slip # 14 below.
Ill I \�
or required? Yes_ - No If no then skip 416 below.
r Structural Stability and Continuity as per Section 7�S_4. Dwellin
uncs gnat ar � dare allowed '/� hr. separations versus 1 hr. Check that �
Penetratio e equirements of Section 7I2. Ducts and Air
the requi e of ection 712 and 716. Transfer Openings meet
Fire Rated CeiXing Panels meet requirements as per Section 711.3.1.
All Penetrat
ion
n Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 7i2,
Fire Resistive Joint Systems meet the requirements o#' Seefion 713.
D0 * 0oors aid Shutters i�. Fire Reslstl e AssembliesIP meet the requirements of Table 715.
Z
Fire Doors are Self Clos'ng.
F're1�'1ndQw� or �rlaz�ng conform to Section 715.4 and T ble 715.4,
Fire and smoke Dampers conform with Section 716,
Fire Blocking and Draft Stoppin is provided as per Section 717 (Draft Stopping.
required at partitionlered
Zine in c�vve11ing tuaits with combined space of less than 3da0 SqFt a is ����quir�d if in sprinkbuilding with spxinkl�red concealed spaces� nd not
Wall, and Ceiling Finishes meet the requirements of `able 803.5 and �
S
Floor Finish meets requirements of Section $Q4, ect�on $Q3.
15
FIRE PROTECTION SYSTEM
� . Is a Fire Protection System arequired far this building in order to meet area, height etc, requirements?
Yes No If no skip #2 beiow.
2. Lisp the type of system that is required �G�� 13
3. Other requirements requiring Fire Protecti.On .Systems (check if needed
Group A AAs per Section 9Q3.2. 1) �IF
Group E (As per Septi 903-2.2,
} �
Group F-1 (A's per Se tion 903.2.3�_,
Group H AAs per Se n 9 U3.2.4}
Group I ( As per.
903.2.5)
Group M (Asp n 903.2.x)
__�
Group R (As per ection 903-2.7)
5.6
UrOup S-1 AAs per ection 903.2.8)
Group S-2 (A s- per ectxo� 943.2.9)
All Buildings except R-3 and U (As per Section 903.2. 1 a)
Ducts conveying Hazardous Exhausts (As per Section 903.2. 2. I Commercial Cooking Q eratians (As per Section 903-2.12.2)
As per Table 903.2.13
4f Sprinklers needed as identified in #3 dist tYPe of system required. 4,'�
If Sprinklers required by any of the above, Are Monitors and Alarmsprovided as per Sect-
903.4?xan
6. If an Altemative, Automatic Fire Extinguishing System is identified, does I meet �1hSectic�n 904?he requtrerraents of
7. Are Fire Alarms required as perSections 907 or 9a8? Yes No if �o tbelow. �� hen slop #8
S. Do Alarms meet the requirements listed in Sect*tons 907 or 9089
9. Is smoke control required94as per Sections 402, 404, 4a5 or 410) Yes NoSectldns 909.If yes, see
10. H Occupancies may require smoke and heat vents aser Sections� 415.6 and 410.leg
MEANS OF EGRESS
Minimum height of 7'as per Section 1 03.2-9�
2. Any protruding objects meet the requirements of Section 1003.3.,
3. The occupant load shown on nl n q ',,Or"'
4. The occupjc�/o
anf load as peg ea������ed by `Table 1004.,.1.2. '
S.
Occupant load posted inevery assembly occupancy as per Section 10043.
6- Egress, 'width is identified on pl�
7. Egress Wl[ith meets requirements as calculated per Table 1005. 1.
g• Multiple means of egress sized so that the lass of an one me
available egress capacity fio fess than 50% of total re�ulr�d., s °, egress shall not reduce the
9• Door encroachment does not reduce the required egress width to less than 5D% required.
10. Means of egress is illuminated as per Section 10a6.
11. Illumination emergency g Y is shown for means of egress as per Section 1006.3.
12. An enclosed exit stairway is shown. Yes No if no, skip � 3 #
13. Enclosed stair�.�vay has an arca of refuge(as per Section 1007.6).�� a�� #�5 be1o�.
14. Area of refuge has Z-wmunicaiians, instruction
1007.6.41007.6-5. sand is identlafied as per Sections 1
1.
15, Door clear widths are a minimum of 32". Except as allowed by exception of Section 1008.1
16. Doors swing 1n the direction of travel where serving SQ or moreersin 1
17. Specialty doors meet the requirements of 1008.1-3.
� oris or a H accupancy.�`
18. All egress doors have a landing on both sides as per Sections 1. 008-1.4 and 1008.1.5.
I9. Thresholds are i'denti.,xed as a maximum of %" high for swin dSection I ��5� F� � g oars and 3/4
Section sliding doors as per
20. Space between two doors is less than 48"(except R2&R3 non Type A units.),- <_
2 1. Locks and latches meet requirements of 1008.1.8.
�
.Panic hardware is shown at required Locations (Section 1008.1.9).
23. Does a stairway exist. Yes No If no, skip #24 th-ru #28.
24. Stairway doors do not open over stairs,
25. Stairways are a minimum of 44" wide(except tivhe.re occupant load is 50 or legis or asper Section109.1).
26. Maximum riser is 7 inches and minimum tread is I I inches.
27. A landing is provided at the fop and bottom of each stairway.
28. Maximum vertical prise without a Landing is I2'.
29. Handrails are identified that meet the requirements of Section 1009.11 1
Q. Handrails return to wall, etc. or are continuous to next star handrails
3 I . Elevation change of over 1/20 is d
32. Exit so esigned as a ramp as per Section 1(} 1 4`-)f--
iiewenover 2 doors are required for exitin0
g. _
33. Exit signs are spaced no more than 1004' apart or to the door. Y
34, 42" guardrails are shown whenever a walking surface is over 30"' above grade. /`1-
35. Any roof mechanical equipment within 10" from edge has a guardrail shown.
36. Egress does not pass through intervening spaces unless the space is accessory to. the areathe intervening spare is nc�t hazardous. �'served and
3 7. If Multiple tenant spaces exist, egress from any one does not pass through another.
38. Length of cow egress travel does not surpass requirements as per Section 1013'.3."
3 9. Required egress aisle adjacent to tables shall comply with Section 10 13.4.2.
4Q. S -p -aces with one means of eres
g s meet the following maximum occupancy loads:
a. Occupancy A,B,,E,F,,M & U - 5D o�cc.
b. Occupancy H- 1 , H-2, & H-3 - 3 occ.
C. Occupancy H-4, H --S, I- 1 , I-3, I4, & R - 10 acc.
d. Occupancy S - 30 occ.
41. Where two or more exits are required, they are a minimum of V2 the diagonal distance of the space
served apart or where the space is served by an automatic sprinkler system, the disiance is 1/3.�'
42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided.,
43. Refrigeration machinery rooms and refrigerated zooms ver IUQO sq, ft, have two exits, �
44. Mage means Qf egress comply with Section � 1414.��"�
--
45. Exit Access travel distance meets requirements of Table 10 15. 1 .
46.. Exterlaor exitaiconies constructed in accordance with Section 10 15.3 have
distance.
47. Corriador's are rated as per Table 10 1 0
���'`�
48. Corridor widths meet requirements of S
ection 10 1 6.2.-Y
49. Corridor dead ends are fess tan ZO' or Sp' for sparin�lered occupancies B aid
5Q. Corridor not used as plenum unless in a tenant spare o�'less than 1000 sc,, ft,
51. The minimum number of exits for occupant load meets the fallowing; ox
requires 2 exits
5 0 1- 100 0 requi- res 3 exits
More than 1000 requires 4 exits
100' added 'to their travel
C
Ll
52.- BuIldings with one exit meet the requirements Of Section and Table 10 18,2
51
�.� . �ll�x 1�►1 all wcaN requirea as a means of egress meet the requirements of Section 10 19*014
54, Space sunder stairs is identified S 1-hio rated.�
55. Exterior ramps or stairs are open on ne side and have a minimum of 35 s , ft.
than 42" above any floor level, q of open space not Tess
56. Exterior ramps and stairways are protected from the inside of bu-
-Vldin as Der 57. Exterior balcor�Y�s, stairwa sand10,g � Section 10�2.6.�
y ramps are over from 58. Egress courts meetthe relotroes and other buildings on the lot.��
. quirements of Section 1 �Z3.5. ,�.
59• Assembly occupancies meet the requirements of Section 1024,
64. W*ndow egress or hc%ttP-rArovied in every sleeping room and an habitable61. VestibuZe is provzernatxonal Ener2XV0ded as per Section 8x2.3.6 of the Int� basement,---��
Cnnqor-%/-,9t;"n n.,,ad
ACCESSIBLITY
I .
a.
3.6
4.
5.
6.
70
U✓ �- �.�+v va r µ41V1 `�LJjA,j,4��
An accessible route connects ail accessibly buiidzngs, accessible facilities accessible
accessible �,pace� and the public right-of-way( except as excepted by Section 11. Delerr��entsIn addxt"
'on to the required ac+cessxble entrances, S(3%a of all� public entrances ar
Accessible parkingis provided as per `'able 1106.1. 511�r
�n e accessible.
10% of hospital out patient parking�s accessi20%�accessible and of or physical therapy. ,/L
Van spaces are provided.(one out of six and any portion) S116?000k4l y
Accessible parking is ro�vided on shortest route from raccessible parking to the access
zb�e
building entrance. `
Group I occupancies meed aecessibil�iy requirements as set forth in Section 1107.5.
8. Group R- 1 occupancies m�:�t the ,-P�,,,;,�A,,.,n�,+.. ��- � � _�- _
10.
I L
12.
13.
14.
15.
16.
17.
18.
19.
20.
Table
-on I � u �`.5 and I I .�
Where 4 or more apartment units, one level town homes or condos are located in one
all units are desi0 gned � Type B units as per ICCIANSI 117.1 unl+�ss on a u �� levelstructureelevator ser�ricePp s�.thout
Where more than 20 apartment unit, one level, town homes or condos are Iocate
but not less than one are designed as Tyke A units as per ICCIANS I 117. 1 . n a project, 2%
NVhe c I cha imr spaces hand companion seat as per Section I 10 8-2. 5) arerov�in
Occupancies as per Table 11 X8.2.2. � .
pded As �e�bly
assistive listening systems are provided in Assembly occupancies where audible
communications are integral to the use of the space:
Any Assembly occupall,ncy perfornriance area has an accessible route, Any dining area in anAssembly OccuPancYis fully accessible per Sectio. 1108.2.8.
Self service storage facilities shall provide accessible spaces asperToxlei and bathinizfaci��ti�sin� �ect'on 1108-3.
are accessible unless a private of�ce)as per Section I 10
Unisex toilets and bathing rooms are supplied as per Section I 149,2, 1,
Where sinks are provided, 5%, but not Tess than I is accessible.
Where a kmtehen.orkitchenette is provided , it. s acces�ibl
Storage cabinets, lockers, etc. one of each type is accessiblunless In Type B dwelling.e as per Section 1109.8
.
TNTERIOR ENVIROMENT AND ENERGY CpNSERVATIQN
i -
Attic ventilation exists that is 11 15 0 of the floor space or I/3pp v�,ith vapor
2. 5D% of the attic ventilation is 3 ft. above eaves.
�a�'1er, .�
3 • 'crawl space ventilation c1203.3.
omplles with Section
4• Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space.
5. Inferior spaces that do not have openings directly to outside meet requirements of Section1243.4.1.
6. Bathrooms containing bathtubs., showers or spas acre mechanically rented.
7. Natural or Artificial light is that meets re ments of Section 1205,
S. Co�a�s shall meet the requirements of Section 1206.3,
9. Dwellings party walls and floors rnee h
e~
�requirements of Section 1207.
10. Ali habitable roams shall be a minimum of 7' wide an �in.
11. Dwelfing units(excepi Section 12Q$.4 efficient d a minimum of 70 sq, ft. area. •�'
units) have one habitable morn of 12Q sq, f
12. All ceilings are a minimum of 7'6"' with no more than 113 at 7'0`50
13. Attics and crawl spaces have access openings aspeg Section 1209-.
_�c�
14. An energy review has been submitted that meets the requirements of the International Energyconservation code.
EXTERIOR WALLS AND ROOFS
1.
Exterior Wall Vapor retarder provided unless another apprvy�d means to avoid eonden.sation and
leakage has been provided. �
2. Water resistant barrier shown an sheathing as per Chapter 14. ►�
3. Masonry veneer is flashed at bottom and has weep holes as per Section 1405.3.2._-)C
4. Masonry veneer shah be mechanicaiPy attached as per Section 1405.5.-)V-
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 veneer (siding) meet that of Table 1406.2. 1 .Z,
S. Balconies that protrude snail meet the requirement of Table 6a1 for
floors. �
9. .Metal Composite Materials(MCM) shall meet the requirements of Section 1407.�
1(l. Roof coverings meet the requirements of Table 1505. 1.�
11. Double underlaymenx is provide
4:12 slope, d in asphalt roofs with minimum slope of 2*- 12 up to and includin � a
��
12. An ice dam membrane done continuous sheet or two sheet cemented together) for all asphalt roofs is
provided from the roof edge to 24"in.side of the inside of the exterior wail�
13. Drip edge meal is provided along all roof edgc.,
14. Metal xoofs meet the requirements of Section 1507 P 4.:�'�
15. Built-up roofs meet the requirements of Section 15 Q 7. 10.
/f�/�
16. Single Ply Plastic Roofing meet requirements of Sect -ion 1507.12 an 15 0 7.13.
17. All other roofingtypes meetthe requirements of Sect -Ion 1507.
18. Buildings with roof drains have drains designed and sized as per UPS I 1 US.0.���,
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
I .
2.
3.
Structural Use Group (as per Table 1604.5) 72225
Structural documents for light Frame wood buildings as der chapter 23 include floor roof and live
loads,, ground snow load, basic wind speed, wind exposure, seismic design category and site
class. �'
All plans except as described in #1 above sha111nclude the following-,
a -Floor live load including any reductions.
b. Floor
live load as per Section 16Q7. 11.
C. Roof Snow load, including the flat rood' snow load, the snow exposure factor, the snow
load importance factor and the thermal factor.
V
4.
5.
6.
d. Wind design data, ��c�uding basic wYnd seed, wind impvrta�ce factor wit 0 a
category, vvin�. exposure, applicable internal pressure caeffic' h building
pressure used for the design of components and claddin nt and the design wind
g
e• Earthquake design data including seismic importance factor, seismic use group,ma ed
spectral response accelerations, site class, spectral. response co�eff dents, seismic design
CU.LI.L�lfr�1% 11'�Q1C' C`P1Ct114n..Trts�r.r. a...r.&--.
--o---.r � ••,.•••�•• •vx.�iu1�.�1Vil..G-i�,�i��1i1� S�5€eI71S, (tesign base shear, seismic response
Coefficients, response modification factors and the ana sis procedure used.
Flood zone iq Miantis -Firt,1 t - -P in �l�od zone see lection 1603. �.G
Desi gn of floor live ads in access of 50 lbs e�- s ) �
p q ft. also identify that signs must be posted as per
Section 1603.3. �i� �1
Structural des
ign calculations meeting the requirements of chapter 16 have beep provided.
1
7. Architectural, mechanical and electrical components meet the seismic re uir
162 � � q cments of Secti,011
8. 'Where special fabrication (usually steel) is performed ff sight, the fabricator has provided a
certificate of compliance as per Section 1704.2.2.
g, Special inspections are identified for welding.
10. Special insp�ct2ons ars identified for high string h bolting /�
1 I . Special inspections are identified for concrete construction except as excluded by Section
1704.4,_)[0AV
12. Special inspection are identified for masonry as per S C ion 1704.5.
/v
13. Special ion
are identified for Ells greater than 12"' deep where a load is ap Iied.
14. Special inspections are identified for all pier and He foundations. �
15. Special inspections are identified for s ra ed � ��
p y on fire resistance a p110cations.
16. Sinspections are identifiec� for smoke control systems. ���-
1 7. Quality assurance plan for seisrr�ic resistance is provided (except for design light frame aser
chapter 23D8 or reinforced masonry less Than 25 feet high) � p
18. Special inspections are provided for seismic force resisting systems
19. Structural observations asper Sectionident���1749 ars lf�ed for structures in Seismic Use Groups II or
IxL �
24. Truss Details provided or noted to be provided prior to frame inspection.
—now -
SOILS AND FOUNDATIONS
I .
2.
3.
4.
5.
6.
7,
a
90
10.
Allowable soil foundation bearing pressure (as per Table 1804.2). ��
A so1l investxgatian is required per the requirements of Section 1802.2 where questionable soil
such as fill materials, organic soils, days or questionable pock strata exist. Do an of theses
0
conditions exist? yes NaVIfy
tyes, are the necessary soil reports provided? Yes No
Grading is a minimum of 2% for concrete or asphalt surfaces or 5% for nataarn] ctirfar►PV L,
Information provided as er Section 1803".5
Footings (except. for I sto�ry category 1
for frost protection.
for any structural fill. vi DAzrV
buildings no bigger than 40a sq. ft.) are 36" below grade
Buildings an or adjacent to greater than 3/1 slopes meet requirements of Section 1805-3.
Topof foundation is a minlmur�� of 12 above the �.djacent street gutter (unless a drainage path is
identified and approved by the building off tial).k`
Foot*
ngs designed so that the allowable bearing capacity of the said is. not exceeded.
foundat'o
ion meets the requirements of Section
Except for Group R and U occupancies of li 1805.5
{ tables 1805,5),
� gframed con$truCtion of seismic design D and less
than 3 stories in hieahtg, concrete is a minimum of 3000 p,s.j,,5.X_L_
Retaining walls are designed �,�th a lateral. sliding and overturning factor of safety of 1.5.
1
12.0
13.
14.
15.
16.
Foundation drainage system or water-proo
warrants..;
fing (Section 1807.3) is provided when wafer table
Damproofing shown under, slabs as per Section 1807.2.1.,
Dw-nproofing shown for foundation walls.
hIA-
Min* of 4"' of gravel is shown under all nabs.
Foundation drain is installed except in well -drained gravel areas as per Section
1807.4-3.fjj i
-. �
17. Piles meet requirements of Section 1808., 1809, 1810 a.nd 18111..40
..
18. Piers are a minimum of 2' wide and meet requirements of 180$.Z.23. and
CONCRETE and MASONRY
1.
z.
3.
4.
5.
6.
7.
8.
1807-4.2 ana
COnstruction documents show compressive strength of concrete, strength or grade �f reinforcement
and the size and locativn of reinforcement._.
Structures assigned to Se'sm'c Design Category D contain a statement identifying if slab -on -rade is
designed as a structural diaphragm. �`�`�,�- g
Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the
requirements of Section 1904.2.E and Tables 19Q4.2.2(1) and 1904.2.2(2),.,.)('
Masonry construction documents identify sire, grade, type and location of reinforcement a
end wail ties as per Section 2101.3. ��r��:.. nchors
Masonry fireplaces have minimum 12"thick footings that ars G" wider than masonry
w� y
Masonry fireplaces have seismic reinforcement and anchors asper Section
Masonry f replaces meet design requirements of Section 2111 and Table 2111. 1 _
Masonry chimneys shall meet requirements of Section 2113. A° p
WOOD
I • Truss drawings identify requirements as per Section 2 3 03,4. 1. `f
2, Joist layout plans are Provided.-/�-' Engineered products have QOMDut er layout.
3. Floor and roof sheathing meets requirements of Section 23Q4.7.
4. Connections and fastening meet the requirements of Table 2304.9.1.
5. Fastener
s in preservative treated woad are hot -dipped zinc coaled galvanized steed, stainless steel
silicon bronze or copper.-/,"J,1
b. Wood framing members above foundations are 8"' (min.) above soil.
7- Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3:1 fvr unblocked.
8. Shear wall aspect ratios meed the requirements of Table 2305.3.3,
9• Shear wall design meets requirements of Section 23p5.3.
-)�'
GLAZING
1. Glazing in pooh, sauna, hot tub, steam room, bathtub or sho enclosures (unless over 60" above
standing surface) 1s safety glazing- as per Section 2406.
2. Glazing `thin 24"' of door (unless over 60" above standing surface) is safety glazingSection240b. as
�- Giazing greater than 9 sq. ft., bottom below 1$" topabove36"'�� and 36 from walking surface is
safety glazing �s der Section 2,406,
4. Glazing in guards, and rams is safety gJazi*ng as per Section 24D6.
5• Glazing nest to sta-A
irways, landin2s and ramps (unless over 60" above standing surface is safety
glazing as per Section 2406. f� � y
ko
MISC.
Number of plumbing fixtures shall meet the requirements of Table 2902. 1.
2, Separate toilet facilitieIp M I n a ia s are prQvzded for spaces with 1 b or more employees,
3.
4.
5.
6.
7.
8.
9.
V .7 a UU1 4UaLUIIICrS except rar mercantile occupancy with
Public toiled facwl-t-
ies are provided as per lection 2902.6.,
Elevators meet the requirements of Chapter 30. %V -
Pedestrian walkways meed the requirements of Section 31-04. �(
occupancy
��.wnings ana canopies meet the requirements of Se.0ci'on 3�OS.11 L
Marquees meet the requirements of Section 3I06.��
Swimming pool enclosures and safet devicesy meet the requ-
irements �a
Protection for pedestrians meets the requirements of Section 33x6�' ,
.
1 Q. Exi sting structures meet the requirements of Chapter 34.
or combinationAof
of 50 or less).`
Section 3109'.. 10
L