HomeMy WebLinkAboutCHECKLIST - 08-00335 - Madison High SchoolPlan Checklist for the 2006 International Building Code
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USE AND OCCUPANCY
1.
2.
3.
3.
Classification as per Sections 3 X2. 1 & 3 0-'3' thru 3 12
0
Incidental use meas see Table 508.2
I dentify �f mixed occupancy exists. Yes or No If no then ski #3 bel
Accessary Space (10% or under) � °�'
Nonseperated Mixed Occupancy-�
as per Sections 506.4.1 and 508.3
Separated Mixed Occupancy as per Table 508._'-')'.3 Identify Assemblieson pans Fire Barrier Walls andfor
Horizontal including the rating
If Assembly occupancy e�is�s, is it 75Q sq. ft. or less or less than 100 occu�an�s asper Section5aS.3.1
4. Covered Malls, seg Section 402. Atriums see Sectio�� 4p4. Underground Bu.��din s see Section
Motor Vehicle Occupancies, see Sectian 40G. I-2 occupancies see Section. 407.1-3 A 405.
see Sec#ion 408. 1`vlotion Prcture Projection Roorns see Section 449. Stages and �'l�.tformsi
section 410. Special Amusement Buildings see Section 411. Aircraft Related Occ Pic'nacies see
Section 412. Combustible Storage see Section 413. Hazardous Materials see Section 414. H -
Occupancies see Section 4159 Aof Flammable Finishes see Cutoff
Section 416. Drying Rooms
see Section 417. organic Coatings see Section 4 � 8. Hydrogen Rooms420.
HF,IGHT AND AREA
I , Area, First Floor ,Second Floor
2• .Area meets requirements as peer Table 503. 'Yes �o Third Floor
3 • �Ieight meets requirements as per Table 543. des No
4. Buildings on same Lot? Yes No If no then skip 95 below.,
5' Regulated. as Sep�a�,� or Regulated as one Bu*ldmng as per Secdon 503.1.2
�. He�gl�t mad��ed as per Section 504. Yes No If yes , s�rink�ers are re u�re
7. Mezzanfiles and Equipment Platforms meet re��.�ireme�ts o.f Section 505. '� ci.
89, Basement mPpte NPl777
9.
')eCLlDn JU().1, 1.
Area modified as per Section 50b. Yes No If Yes ase the areaprovi
calculate increase.
Total Area Allowed after IncreaserAea Show. on, ans
10. hero Lot Lyne Buildings see Section 7Q5.
ded below to
Unlimited Area Buildings see Section 507.
�e
I
TYPES OF CONSTRUCTION AND FIRE R11:SJSTANCT--"%
E.
I . Identify the Type Of Constr etion as per Section X02
2. Chick allowable mater�al for Type I and 11 build"n
3. Table 601 - Ide�.�ify Building Element Ratio � gs as per Section, 603
4. Table 6�� - Identify the, Hare Resistance Ratings of5. Cheek Openings 1n Exterior Walls �`or com �� Exterior Walls
704.8.1 and ?04.12} A ance vv�th Table 704..-
6.
8.(If sprinklered, see Section
Projections meet requirements of Section 7Q4.2
7, Check for window vertical exposure from roof below asperS. Check that Parapets are nat required as per Section ?�4. Section 704 . I 0
9. Are Firewalls used or required`? ,Yes Ido If no sk'
10Check Firewalls for Structural Stability as per lection 705.2.----------_�p #�0 below.
Table 7 5.4Fire Resistance Rating as per
Made of Noncombustible Materials(except Tyke V} HorizontalVenc�a� �Continu��Y� Canx�ect�on �o Exte��or Wa�Is as er 5ect� Continuity
Horizontal Projecting Elements as peg Section 705.5.2 p on 705-5.1 Extend to
Section 705.8 Check that Penetrations meed re ------------------ uiremenOPenings (no wzndovvs) as per
Air Transfer openings inFirewall meet requirement of Sectio � �f �ect�on 7�2��.AAre
Ducts� and
Fire Barriers used or required? has required b y Seci�n 508
� 705.11.
slop #12 below. .Z.Z) "Yes No If no
12. Check Fire Barriers for structural siablolity fall support�n structure 7 6. 5. Openings lirn�ted io 25°/a (and protected)of vva�l. emust be rated as per Section
1SG sc�. ft. sunless sprin��ered � Max1mum opening sire of
'heck that Penetrations meed the req�izeznents of Sectzon
712, Ducts and Air f�-an���r Openings meed the requirements of No If Yes no then skip # 1 4 below.
13. Are Shaft Enclosures used or required : 712 and. 71.6.
�
14. Shaft Enclosures meet the requirements of Sectzon 707. _
15. Are Fire Part-flons used or required? Yes Nv
16. Check Fire Pariz�ior�s for Structural Stability and Continuity� �a ��en skip #16 be�a�v.
units that are sprinklered are allowed f2hr, separations ver�as per
Section 708.4. Dwelling
Penetrations meet the requirements of Section 712., s 1 h�.check that
qDuds and Air Transfer Openithe requirements of Seciion 712 and 716,ngs meet
17. Fire Rated C61ing Panels meet rec��rements as per Section 711-3. 1S. AIS Penetrations in Fire Resistive Wa11s and. Hoxl7antal 1.
Section 7I2. Assemblies meet the requirements of
19. Fire Resisi�ve Joint SYstems meed the requirements of Section 713.
2Q. Doors and Shutters in Fire Resistive Assembl"es meet the re u2�•
21. Fire Doors are Self Closing - requirements of Table 715.4.
22. Fire, Windows or Glazing conform to Section -715.5 and Table 715.5.
23. Fire and Smoke Dampers conform with Section 716.
24. Fire Blocking and Draft Stopping is provided as per Sect -ion 717 Draft Stopplangret�uired at partitian lir�e in d�welling units with combined s ace of Iess than 1s not
p Sq. Ft and not
required if in sprinkle�ed bu��ding with sprinklered concealed spares)
25. email and Ce,ifing Finishes meet the requirements of Table 8Q3.5 and Section 803.
26. Floor Finish meets requirements of Section 844.
k
19.
FIRE PROTECTION SYSTEM
19�
I . Is a Fire Protection System required far this b ilding in order to meet area, height etc. requirements?
Yes No If no skin #?hAnvir q .
2.
310
List the type of system that is required
Other requirements requiring Fire Protection Systems (check if needed:
Group A AAs per Section 903.2. 1�
Group E {Asper Section 903.2.2}____
Group F- 1 (Asper lection 903,x.3}
Group H (As per Section 903.2.4)
Group I AAs per Section 90.`3-2.5)_.
Grain M AAs per Section 903.2.6)
Group R (As per Section 903,2.7L.
Group S - i (As per Section 90 3,2. 8)
Group S-2 (As per Section 903-2.9)
ASI Buildings except R-3 and U AAs per Section 9 0 3.2. 1 f0j}
Ducts conveying Hazardous Exhausts AAs per Section 90-'.3.2.12. D
Commercial Cooking OperationsSAAper Section 903.2.12.2) Table 9x3. 2. i 3
4. If Sprinklers needed as identimfied in 4"3 list type of system required.
5. If Sprinklers required by any of the above, Are Monitors and. Alarms provided as per Section
9 x 3. 4 ?
6. If an Alternative Automatic Fire Extinguishing System. is identified does I meet the re u��e
Section 904 ? q mems of
7. Are Fire Alarms required as per Sections 947 or 9Q8? Yes Na if no then
below, skzp #S
8. Do Alarms meet the requirements listed in Sections 907 or 908?
9. Is smoke control rec�ui�ed?has per Spctians 402, 4D4, 405 or 4 10} Yes, NoSections 909.If yes, see
10. H 0-ccupancies may require smoke and heat vents as per Sections 415.6 and 41 0
MEANS OF EGRE('SS
1. Minimum helght of 7'as per Section 1003.2.
2• Any protruding objects meet the requirements of Section 1Q03.3.
3. The occupant load shown on plans.
4. The occupa�t load as per calculated by Table 1004. 1 . 1.
5. Occupan# load posted in every assemhlv nirr,,,,M,.-�
6. Egress width is identified an plans. � v...,�,"-Y u0 Ful "'C``41un Uu4.J.
7. egress width meets requirements as calculated per Table 1005. 1.
8. Multiple means of egress sized so that the loss of any one means of egress
available egress capacity acs Less than 50% of total required.� �s ���11 not reduce the
9. Door encroachment does not reduce the required egress widtho mess than 50%
10. Means of egress Is illuminated as per Section 1006. required.
11 . ffluminafion emergency power is Shawn for means of egress as per Section I 006-3.
__� ��,st �L a I I way IS mown. Yes No if nfl, ski #13� #14 an13. Enclosed fita;�-�a� h�Q �„ .�Ya„ ��-���___ _, � 1� d #15 below.
- - -- -----_ ...�, ���a �1 �Ca v1 1 c�u�e�as per:',)ectjon 1007.6).__'�.14. Area of refine hay �.-w��v r�r�m�,,,ri;,,.,+;,,�,.. .�_�--- .• .,_
�. --- _ .....J ..._,.,��,�1,,,�,��j►.a�i�lf�� 1�i15i�'UCTXQI7.S c`�,I1C� is identified t`1 Pi' �iPt'finr�c 1 [117 K
& 0
1-�.cal w1uuns are a �ninimum of 32", Except as allowed by exception of Section 1408.1. ------
1.
it
16. Doors swing in the direci'an of travel where serving 50 or more ersons or in a H o
1 7. Specialty doors meet the requirements of 1 008. 1-3. ccupancy.
1 8. All egress doors have a landing on both sides as pe ----
r Sections 1 008. 1.4 and 1 008. 1.5.
1 9. Thresholds are identified as a max- 3
Section 1 008.1-6. 'mum of '/24" high, for swing doors and '/.a" for sli*ding doors as per
20. Space between two doors is I than 4S" including door as. per Section 1008 1 7 eXC
non Type A units). t
R�&R3
21. Locks and latches meet r
22. Panicequirements of I oo&1.8.
hardware is shown at required locations (Section 1008. 1-9)...
23. Does a stairway exist. Yes �Io 24. StaiOrway doors do not - o -m- --------- mIM If no, skip #24 thru #2 8 .
Pen over stairs.
25. Stairways are a minimum of 44" wide (except where occupant load is 50, or less or as per Section
1 009.00,
26. Maximum riser is 7 inches and m*n*
I imum tread 'is 1, 1 inches.
27.. A landing is provided at the top and bottom of each stairway.
28. Maximum vertical rise without a landing is 1 2
29. Handrails are identified that meet the
equirements of Sec#ion 1 009. 1 0 and 1 0 1 2.
30. Handrails -return to wall, etc. or are continuous to next stair handrai- Is
is i"!iII1111111131. Elevation change of over 1/20 de ld as a ramp Se�tion -1 010
32. Exit. signs are identified when -1 2 doors are required for exiting.
33. Exit signs are spaced no more than 100' apart or to the door.
34.42" guardrafls are shown .6 whenever a walking surface ts over 30" above grade.
3 5. Any roof mechanical equipment orroof hatch within � fromhas 10 edge
a guard H shown,
36. Egress does notpass through interveningl spaces unless the space is accessorai
the intervening space is not hazardous. rY to the area served and
37. If multiple tenant spaces exist egress from any one does not pass through another,
3 8. Length of common egress travel does9. Required egress am 0 surpass requirements as per Section 10 1 4.3.
v
Isle adjacent to tahles shall comply with Section
40. S 1'�14.4.3.
one means of egress meet the
aces s%th with fallowlng maximum occupancy loads:
a. Occupancy A,B,E,F;M & U 50 occ.
b. Occupancy 14. 1 , H-2, & H-3 - 3 occ.
C. Occupancy H-4, H-5� I -1 , I-3, 1-4, & R 1 0 OCC.
d.
Occupancy S - 3 0 occ.
41. Where two or more exits are required, they are a tnInImum of %the dia onai distance of the space
served apart or where the space is served by av automatic sprinkler system the dishanceis 1/3.
42. If boiler or furnace rooms
over 500 sq. ft
with btus V
400�,OQ�,43..l�eirigerat�on V1V0 exits are provided.
machinery rooms and refrigerated rOOMS over 1 000 sq. ft. have two exits.
44. Stage means of egress comply with Section 1 014.6.
45. Exit Access travel distance meets requirements of 'Table 1 0 1 6, 1
46. Exterioz' exit balconies constructed in accordance with Section l 0 1 6.3 have 100' added to their travel
distance.--------------_
47. C are rated as per Fable 1 0 1 7. 1.
48. C widths meet requirements of Section 1 0 1 7.2.
49. Corridor dead ends are less tan 201 or SQ' for spriAlered Occupancies B and F
50, Corridor not used as plenum unless in a tenant space of less than 1000 sq . ft,
5 1. The minimum number of exits for occupant load meets the f0flowing (Tahoe 1 0 19. 1:
1-500 requires 2 exits
5 0 1 -1000 rcquircs 3 exits
More than 1 000 requires 4 exi
its
52. Buildings with one exit meet the requirements of Seet'on and rr`A1,1P I n i a i
D.J. Mterior stairwells required as a means of egress meed the requirements of Section 1020,
54. Space under stairs is identified as 1 -hour rated.
55, Exterior ramps or stairs are open on one side and have a minimum of 35 sq. ft. of o space not l�hthan 42" move any flooro�r level. I�en�ess
56. Exterior ramps and stairways �e projected from the, inside of building as per Section 1023.6.
57. Exterior balconies, stairways and. ramps are aver 10' from dot lines and ether buildings
S$. Egress courts meed the requirements of lection 1024.,5.
on the dot.
59• Assembly occupancies meet the requirements of Section, 1025.
60. Window egress or better is provided in every sleeping roam and any habitable basement.
61. Vestibule is provided as per the International Energy Conservation Cade.
ACCESSIBLITY
1 • An accessibly mute connects all accessible btildings, accessible facifities, accessible elements,,
accessible spaces and the Public right-of-way except as excepted by S ection 1104).
2. In addition to the required accessible entrar1Ces, S0% of all public entrances are accessible.
3. Accessible parking is provi'ded as per fable 11 06. 1.
4. 14% of ho sp�ta� out patient pai&ing is accessible and 20% of rehab or physical Thera
5. Vin spares are provided.(one out of sig and any portion) py
6• Accessible parking is provided on shoriesoute from accessible parking to the accessible
building entrance,
7• Group I occupancies meet accessibility requirements as set forth in Section 1147.5.
8. Group R 1 occupancies meet the requirements of lection I 10 7.6 and Table 1107.6. 1. 1.
9. where 4 or more apartme�.t units, one level town homes or condos are located in one structure
all units are designed a5 Tyke B units as per ZCC/ANSA 117.1 unless on a uppex level without
elevator service,,
10. Apartment units, one level down homes or condos are located in a project have Type A units as
pex Seciion I 10 7 and. ICCIANSI 117. I .
11. Wheelchair spaces {and companion seat as per Section 1108.2.2) Occupanciescupanc�es as per Table 11X8.2.2.1are provided 1n Asseniblv
12. Assistive listening systems are provided ire. A
ssembly occupancies where au
Communications are integral to the use of the space. p audible
13. Any Assembly occupancy P rflormance area has an accessible route as per Section 1108.2-7.
14. Any dining area zn an Assembly Occupancy iS fully accessible.
is. Self service storage facilities shall provide accessible spaces as per Section 11X8.3,
16. Tand bathing facififiies arse accessible sunless i.n a private office) as per Sectio__�.
17, Unisex tol�ets and bathing rooms are supplied as der Section 1109. 2. � .
18.6 Where sinks are provided, 5%, but not fess than Iis accessible.
19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwell ing).1111_.
20. Storage cabinets, lockers, eic. one of each type is accessib�� asper Section 1109.8.1
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1. Attic ventilation exists that is 1/150 of the floor space or X13 pp with vapor barrier.
2- 50%of the ��tic �ent�lation is 3 ft. above eaves.
3. Crawl space ventilation complies with Section 1203.3.
4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4°la of floor s ac
p e,
5. Interior spaces that do not have Openings directly to outside meet requirements of
Sect*123.4.t. ion
6. BathrooIns containing bathtubs.,, showers or spas are mechanic -ally vented.
7. Natural or Artificioal light is provided that meets the requirements of Sectiong• Yards and Courts shadthe �requ�rements of Section 1205.
9. Dwell'ngs party wa�Is and flogs meet the requirements of Section 1207.
10. AIS habitable rooms shah be, a minimum of 7' wide, .and a minimum
Dwell��►g un�ts�except �ect�nn 1.208.4 eflcient units have. o °� 7Q sq. ft. in area.
12. All ceilings are a minimum of 7' 6" with no morethan}1/`
�e habitable room of 120 sq.
13• Attics and crawl spares have access openings as � a� 710"A
14. An energy review has been submitted that meets der Section 12D9.
the requirements of the In#ernational Energy
conservation code.
EXTERIOR WALLS AND ROOFS
1h
1. Exterior Wall Vapor retarder provided unless another approved means to avoid co
leakage has been provided. ��densation and
2. Water resistant barrier shown an sheathing as per Chapter 14.
3 • Mason
xy veneer is flashed at bottom and has weep holes as per Section 14p5.3.2.
4. Masonry veneer shall be. rnechanicalty attached as per Section 1405.5
.
5. Stone Vermeer is anchored as per Section 1405.6.
6. Sidings sham be applied as per Section 140":5.
7. Fire separation distance for combustible veneers(siding) meet that of Table 1406.2.1.2.S. Balcanles that protrude shatl meet the requirement of Table 6a1 far floors.
9. Metal Composite MaterimalsflV�CMI �hn j 1 t„��+ +h�--1-
10. hoof coverings meed the requirements af4Table�15n5 i L, i1�1r1cnts 01 �ectjon 14Q7.
1 1 . Double urzderlayment is provided in asphalt roofs with minimum slope of 2,-124.12 slope. pup to and Inc�udUng a
12- An ice darn membrane (one eontinuous sheet or two sheet cemented tor
zp ether for provided from the roof edgy to 24" inside of the inside of fhe ca�terior wall.�a�� asphalt roofs �s
9
13. Dedge metal is p�ovid�d a�on� a�1 r��,f ��ma
14. Metal. roofs meed the requ4n%vil
i�emer�is of Section 1507.4.,
15. Built-up roofs meet the- requirements n# Section 1507.100
16. Single Ply Plastic Roofina moct �-p.,,,�rp,-,.,oH�.. �� � _ _L- _
17. All other roofing types meet the re lui1-V1jLi1-_;JL_LL;�P Ut rements of Section 1507. Z and 1507.13.
18. Buildings with roof drains have drains designed and sized as per UPC I I 05. 0.
STRUCTURAL DESIGN AND SPECTAL INSPFECTIONS
I , S tructural Use Groin (as per Table 16 4.5}
2. Structuralter documents for frame wood buildings as per aha �3 inclu
loads., ground snow 10,9d iAizir «�;„a n�,�,..� r__ Y _ � de floor roof and dive
class.
win exposure, seismic design category and site
3 •
All plans except as described in #1 above shall incl„dP tt,p ,� f.l.,�„M�,.-..
a• Floor live load including any reductions.�µv
b. Roof 110ve load as per Section 1607.11.
CM Roof Snow load, including the flat roof snow load., the snow exposure factor,Toad importance factor and the thermal f�c�' the snow
d. mind design data, including basic wind sped, wind importance factor with buildinfig
category, wind exposure, applicable internal pressure coefficient and the design widpressure used far the design of components and gadding.
e. Earthquake design data including seismic importance factor, seismic use group, mapped
spectral response accele� ations, site c�as�, spectral response Coefficients., seismic desingli�Floodcategory, basic 5e�smxc-fflrce-resYsting systems, design base shearseismic response
caeff�c�ents, response madification factors and. the analysis procedure used.
4. gone is �dentified(if in flood zone see Section 1603 .16�
.
S. Design of floor live loads in access of 50 lbs per sq. ft. also identify that peras signs must Ue osted5ectian 16D3.3. �'
b. Structural design calculations meeting the requirements of chapter 16 have been provided,.
7• ArchitecturaL mechanical and electrical componen#s meet the seismi
162I. c requirements of Section
S. Where special fabrication (usually steed) is performed off sight, the fabricator hasect'on
rav'certifcate of compliance as per S 1704.2.2. p
���d �
9. Special inspections are identified for wedding.
10. Sinspections are identified for high strength. bolting.
11. Special inspections are identified for concrete constniction except as excluded by Section
17 04.4
12. Special inspection ars identif ed for masonry as per Section 1704.5.
13. Special inspections are identified for fills greater than 12" deep where a load is applied.
14. Spec'al �nspect�ons are �dentif ed for aI� pies and pile �bundations.
15. Special inspections are identified for sprayed on fire resistance applications. -
16. Special inspections are identified for smoke control systems.
1 7. Quality assurance plan for- selsmic resistance is provided (except for design light frame,c�-��.pter 230$ �r re�nfo�ced masonry leis than �5 f�e� high) as per
18. Special inspections are provided for seismic farce resisting systems.
19. Structural observations as per Section 1709 are 'Identified far structures in Seismic; Use GroupsIll. II o:�
20. TrussDetails provided or noted to be provide primortofirame inspect"an.
SOILS AND FOUNDATIONS
L Allo-wable soil foundation bear
2. A sol ' ing pressure has per Table 18Q4.2).
iigrequreper the requirements of Section 1802.2 wherequestionablesuch as f11 n�aterials, organic sons, cl�.ys or questionable rock strata dist. Do a sons
conditions exist? yes ---------- — No If yes, are the necessary sail reports rovide ��y of these
3 • Grading is a m�n�mum of 2a/� for concrete or asphalt surfaces or S/� for �d . Yes 1��
4- information provided as per Section 1803.5 fr�r any structural fll, ��t�a� surfaces.
S. Footings (except for I f�� astory category I buildings.no bigger Than 404 sa. ft.) are 36" hPi�,�x� �r�Ao
6.
7.
S.
9.0
10.
I 1.
J. "Zot,i � `-- - -- -. �.. v� v r ■ 61 CLIAL
Buildings on or adjacent to greater than 3/1 slopes meet re uireme
q nts of Section 1$x5.3.
Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainagepathiidentified ar�d approved by the building official}. s
Footin,s des�gn�d so that the allowable bearing capacity of the soil is not exceeded.
Foundation meets the requirements of Section 1805.5 (including tables 1805.5j.
Except for Group R and U occupancies of light framed construction of seismic than 3 stories in hieght, concrete is a minimum of 30 Q0 P.S.I.. and fess
Retaining walls are designed with a I�.t�x—_
al sliding and overturfactorg of safety of 1.5.
12. Foundation drainage system or water -proofing; (Section 1807-3) warrants. is provid ed where water table
13. DamproofIng shown under nabs as per Section 1807.2.1.
14. Dshorn for foundation, wads.
15. Minimum of 4"' of gravel is shown under aillas bs.
16- Foundation dram is installed (except in well -drained gravel areas as
� per ScUlon 1507.4.2 and
17. PI'les meet requxrem�n�s of Section 1805, 1.809, 18 1 0 and 18 I 1.
18. Piers are a minimum of 2wide and meet requirements of 1 808.223. and 1812.
CONCRETE and MASONRY
x . Construction documents show compressive strength of concrete, strength o�grade
and the size and location of reinforcement. � of reYnfarcement
2. S�r�zctures assigned �0 5ersmic Design Category D contain a statement identif in i _
designed as a structural diaphragm. Y g � slab -on grade 1s
3. concrete exposed to freezing we has air entrainment as per Table 1904.2.1 and
requirements of Section 1904.2.2 and Tables 1904.2.2(l) and 1904.2.2", . meets the
4. Masonry construction documents identify size, grade, type and locat-
andort �f walk ties as per Section 2101.3.
reinforcement, anchors
5. masonry fireplaces have miniz-num 12" thick footings that are 6" wicker than rnaso
G. Masonry fireplaces have seismic reinforcement and anchors as er Section 2111.
�y
7. Masonry fireplaces meet desz�n requirements of S ection Z 111 and Table 2111
.
S. Masonry chim�.eys shall meet requirements of Section 2113.
� .
1 . Truss drawings identify requirements as per Section 23 Q3 .4. 1.
2. Joist layout plans are provided. Engineered products have computer layout.3. Floor and roof sheathing meets req�,�ireme�ts of Section 23 4.7.p
4. Connectionsand fas�enIng 1-�eet the requirements of Table 2304.9.
S. Fasteners in preservative treated wood are hot -dipped zinc coateda��anized s
� teel, stainless steed
silicon bronze or copper.,
6. mood flaming members above foundations are 8" (min.) above sail.
7. Diaphragms do not exceed the 4-1 ratio for all edges blocked and 3:1 for unblocked
S. Shear wall aspect patios meet the requirements of Table 2-305.3.3.
- -
9. Shear wall design meets requirements of lection 23053.
GLAZING
� . �a���g i
Gn pool, sauna, hot tub,, steam roam, bathtub or shower enclosures �n�e
standing surface) �s safety glazing �s per Section 2406. � ss over 60" above
2. Glazing within 24"' of door sunless over 6D" above standing surface) ) is safety glazing as per Section
3. Glazing greater than 9 sq. ft., bottom below 1$", top above 36" and 360", from walkin
safety glazing as per Section 2406. g surface is
4. Glazing in guards and rai�s is safety glazing as per Section 244b .
---------
5. Glazing next to stairways, landings and ramps (unless over 64" above standing
glaring as per Section 2406. g surface) is safety
Q
&0
C
L
1. Number of plurn.bIng fixtures shall meet the requirements of Table 2902. 1
with
Separate toilet facilities are provided for spaces with I
employees and customers(excepi6 or more employees, of
d'3. for mercantile occupmey with occu ancy of S��b�nat�an
0 or less).
Pub1�c tatlet fac Iities are provided as Per Section 2902.6,
4* Elevators meet the requirements of Chapter 30.
5m Pedestrian walkways meet the requirements of Section 31 04.
6. Awnings and canopies meet the requirements of Section 3 1 ,05.
do
7. Marquees meet the requirements of Sect -Ion 3 1 06.
8m Swimm�ng pool enclosures acid safety devices meet the requirements of Section 3109.
9. Protection for pedestrians meets the requirements of Section 3306.
10- Existing struCtUres meet the requirements of Chapter 34,