HomeMy WebLinkAboutCHECKLIST - 05-00158 - Steel Line - Office BuildingName of Prfljec�:
1.
Plan Checklist for the 2003 International Building Code
STEL LIA16:
USE AND OCCUPANCY
Classification as per Sections 302.1 � 303.thru 3 12
2.
J.
3.
Incidental use areas see Table 302. 1.I %V/A--
laentxty it mixed occupancy exists.
Accessory Space (10% or, under)..
..A
d6-200
rPoi &4 �PA P-01 K
0
l
es or No->( If no then slop #3 below.
IN onseparated Mixed Occupancy as der Section 302.
Separated Mixed Occunancwn Pr TahiA IAl 1 �) ■.
Horizontal Assemblies including the rating,W2
If Assembly Occupancy e sts , is it 750 sq. I or le
as per Section 3 03. 1. 1
4. Covered Malls
, see Section 402. At.
Motor Vehicle Occupancies, see Se
see Section 408. Motion Picture P),
section 4 10. Special Amusement
Section 412. Combustible Stora e �
1�
kIdentify on
pcC.
plates Fire Barrier Walls, and/or
ss as per Section 3 03. 1 or less than 5 0 occupants
pms gee ection 404. Underground Build
Ings see Section 4D5.
oxo 40 Occupancies see Section 407. 1-3, Occupancies
Ap
le io lo see Section 409. Stages and Platfonrw see
il , in s e e tion 411. Aircraft Related Occuinanciec q�P
Sic
vccupancies see Nection,415. plicatkodo
see Section 417. Orgamc Coatm'gs
jai
I .
2.
3.
4.
5.
6.
7.
8.
n Hazardous Materials see Section 414. H-
�al.11r-ita.Dte rmlsnes sed NeGtiol7t 4l6. DrV1'n011Rnnrnq
Section 418.
Area, First Floor � ,� S
and Floor Third Floor
Area meets requirements as per Table 503. rRq'ziNMPnf 0 need nancuded
b be ilas per �ectian
503.1.1) des No
Height meets requareme�.ts as per Table 503. Yes No
buildings an same Lot? YZIPt
NoIf no then skip #5 belvvv.Regulated as Separate r Regulated a� arse Building as per Section 503.1.3
He"gh� modified as per ection 504. Yes
NOX If yes , sprinklers are required.
Area modified as per Section 506. Yes
'P
calculate mcrease. No If yes use the area provided below to
Total Area Allowed after Increase
fern Lot bine Bum� dings see S
Buildings see Section 507. AJ►
Ai ua Shawn on Plans
tion 705. For Mezzanmes see Section 5a5. Uffl'mited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
2.
3.
4.
50,
6.
7.
8.
9.
10.-
I If
IdentifY the Type of Construction as per Section 602
Check ailowabie material for Type I and II buildm's per Section 603
Table (01 Identify Buildmg Element Ratm9s
Table 602 - Identify the Fire Resistance Ratings of Exterior 'ells
Check Openm'
iacr Exterior Walls for compliance with Table 7sprinkiered, see Section
704.8.1)
Projections meet reqt.irements of Section 704.2
Check for window vOrtical exposure from proof below as per dee ` n 704. 1 d
Check that Parapets are not required as per Section 704. 1 1
Are firewalls used or required? Yes No If nol skip #1d below_
Check Firewalls for StrucfiuraI Stability fire Resistance Raking as per Table 705.4
Made of Noncombustible M i -P-1k
Type V), Horizontal Continuity Vertical
Continuity C onne ti n o xteriar Walls asper Sectiar� 705.5. � Emend to
Horizontal Projecting EI s r Section 705.5.2 openings dna windows) as per
Section 705,,8 C a negations meet requirements of Section 712 Ducts and
Air Transfer Openings Fir'. ail meed requirements of Section 705.11.
Are Fare Barriers used ox required? (as required by table 3 02.3.2) Yes No, � If no skip
4411 belov�.
12. Check Fire Barriers foor st�uc�t al stability as per Section 70f,4. Openings limited to 25%
of wall. Maxim c�p� ' `� size of 120 sq. f�. sunless sprin�ered) Check that
Penetrations meet the�r u e s of Section 712. Ducts and Air Transfer 0-peninas meet
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
zne requirementsot Sectio12 and 716.
Are Shaft Enclosures used or required? Yes
No
Shaft Enclosures meet- the rPm i;rpmpnts of Section ? 07.
? Yes No �
. .a w� a.a11 v.Lii
Are Flare Partitions used or required
Check dire Partitions -
our S
unity that are sprinkIered a�
If no then skip #14 below.
then skip # 16 below.
a.� stabilitY and Continuity as per Section 70$.4. Dwelling
ed V2br. separations versus ], hr. 0he�k that
Perxeirati�ax�s meet the req i e of Section 712. Ducts and Air Transfer openings meet
1"1'7P t'�lrl t7rA rrtiori�-. .�CY ..ti..l-� � r! n _ 7 .►� �
���• � ....I..x.1 L..x +.iL..s1V-31 V l rJ Gtr EilJtl / 1 L M(j I .[ 0.
Fire Rated Cel*lm'ffg Panels meet requirements as per Section 711-3. 1.
All Pe�e�ratians ' Fire
Section 712. Resistive VY au N and HarZvntat Assemblies meet the requirements of
Fire Resist've Joint Systems. meet the requirements of Section 7I3.
Doors and Shutters �n FN'e Resist' e Assemblies meet the requirements of Table 7153.
Fire Boars are Self lasing.
ff
Fire Windows or Glazm*g canfor�ri to Section 715.4 andTable 715.4.
���
Fire and Smoke Dampers cvnfvxm. with Section 716.-d-11�
Fixe 131ocMmg and T)rqft ��-n�,�.,�,n yr r�rrt�.:Ar..d .�.. �__. ['+ _ _�� _ r.� .�, A
.� rYu� ,.S �,. v y ��.��. � per �►ecion / �. �' r �,� i -�raft Stopping is not
required at partition line in dwell ing units with combined space of fess than 3 00D Sq. Ft and not
t'P.C'Itl it'ryr� i� ir, c*�-.�-;,-`�.'f �Y..,.,-1a'-- -- ---. •, y - , _
�-�-�u OY� u.�lul��. v�.iu�n�; wiln spr�xtered concealed spaces)
25. Wall and Ceilm'g FM'I'shes meet the requirements of Fable $Q3.5 and Section 803,
26. Floor Finish meets requirements of Section 804r,, -,X,
W
t
bg
FIRE PROTECTION SYSTEM
� . Is a Fire ProteefiQn
, System requffed for this building in 0rder to meet area, height etc. requirements?
iT.�... l►T_ rr t - ri.. � 1
I- CIS iN a f - lx no skip #L bel( W. !
2. List the type of system that is required
�. Other req�iremenis requ�r�ng Fre ProtectIO Systems (check if needed:
Croup A AAs per Section 90-1. fI }
Group E (As per Section 9033 _ r2
r)
Group F - I (As per Section 9 3102.3
4.
5 i
6.
Group H (2L, per Section 94 . .4
Group I AAs per Sect'on 9[3
Group M (As per Section 9
Group R {As per Section 9�
.2-15
3
3.
group �S-t (J-1 s per Sectio�903!2!8) V
Group S-2 (As per Sectio 903.2.9)_,
All Buildings except R-3 and U (As per Section. 903.2. 10) o� f
Ducts conveying Hazardous Exhausts (As per Section 903.2.12. 1)
Commercial Cooking Operations (As per Section 903.2-12.2)�jj�
As per Table 903.2.13 P -}-
If Sprinklers needed as identified in #3 list type of system required.
If Sprinklers.�uired by any of the above, Are M
9 03 i
.4? nitors and Alarms provided as per Section
�.� an AfTernative
Automatic Fire Exf1*nff11iQbina System is identified, does I meet the requirements of
Section 904?
7. Are Fi%re Alarmsrequired as per Sections 94i or 408?
below,,
des No �f no then ski #S
p
S. Ido Alarms meet the requixemen�� I�sted in Sections 947 or 9a8?
9. Is smoke control required?(as per Sections 402,, 4a4, 405 or 410) Yes
Sections 949_
10. H Occupancies may require smoke and heat vents as per Sections 415.6 and
MEANS OF EGRESS
I .
2.
3.
4.
5.
64h
Min�mu�n height of 7'as per Section 10012,
�
Any Protruding objects meet the requftements of Section 1003.3'.
.., ...,L�.V Ua win can plans.61� r
The Occupant load as --
per c�.Icu�ated by Table 1004.1-2.
Occupant load poked �n every assembly occupancy as
Egress width is identified onV -1 -W I'll.,
plans.
9
per Section 1004.3.,
NoIf yes, see
10. i
�CLLtI juCe s requirements as calculated per Table 1005. L �means of egress sized so khat the doss of any one means of egress shall not reduce the
available egress capacity to less than 50% of #ota1 reqI ].ired.
9. Door encroachment does not reduce the required egress wide to less than 50% required., `
10. Means of egress is illummated as peg S etion 10066
ul�lergency power is shown for means of egress as der Section 1006.3. �,�
12. An enclosed exit stairway �s shown. Yes Na X if no, skip # 13, #14and#1 below.
13. Enclosed stairway has an area of refuge(as per Section 1007.6) or is s �rinklered. - ��`
I4. Area of refuge has 2-wav ,commu��catrt�,�,Q ;�,�-�,,..f;�.�.� � , �--
------.---. ��� ��.. �� �uencuiea as per Sections 1007.6.3.
1007.6.4 and 1007.6.5.A.L
15. Door clear widths are a mmknum of 32". Except as allowed by exception of Section 1 008
. I . � .
16. Doors swing M" the direction of travel where serving 0
mg 5 - or more persons or M" a H occupancy.
17. Speciallydoors. meet the requirements of 1 008. 1.3.
18. All egress do -ors have a landing on both sides as pex Sections 1and 104$.1.5.
19. Thresholds are identified as a
maximum iii Afnr c A A 3/ �' r, =�
Section 1 008, 1.60
- - - -.".��.wivx u rY X -L-15 �3 CU I snuing 000rs as per
20. Space between two doors is less than 4$"(except R2&R3 non Type, A units). ,
21. Locks and latches meet requirements of 1 008, T . S.
22. Panic hardware is shown at required locations (Section 1 009. 1.9)0 �/
23. ]does a stairway exist. Yes NO #24 #2$.
no, sk--Ip tbru
24. Stan -way doors do not � �
25.- Staixways areaimum
open over stam*s.
y1pof 44" wide(except where occupant load is 50 or less or as per Section
1 009.1).
26. Maximum riser is 7 inches and n,injnaum tread is 11 inches //-j
27. A handing'b 0 is provided at the top and bottom of each
s u��va y.
28. Maximum vertical rise without a handing is 1 2'. /1i�
29. Handrails are identified that meet the requirements of Section 1 009. 1 1 . f/a.
3 0. Handrails return to wall etc. or are continuous Muous to next stair //
31.. Elevation change of over 1/20 designed s -amp as per Section I
9 ILS 0 1 0 ,r
_12. Exit signs are identified when over 2 doors are required for exiting _�%___
3.3 . Exit signs are spaced no more than 1 00' apart or to the door.
34. 42" guardrails are shown whenever a walling surface is over 30" above grade.
35. 14Wi- from roof meebam'cal equipment10'Ik- - �thjn edge a guardrail shown,1
36. Egress does not pass through intervening spes unless the 0-50%ace is accessory
the intervening#I-3F ory to the area served and
space is not hazardous. /4_
37. if multiple tenant
IP spaces exist.) egress from, any one does not pass through another. 40OF /Ir
3 8. Leng-�h "-r,:X + a 1 doesV C.-; nit requirements as per Section 1 0 13.3
39. Required
egress aisle adjacent to tables shall comply with Section 1 013-4.2.
40. S aces with one means of egress meet the fallowing16a. Occupancy A,B,E,F,M maximum occupancy loads:`-
& U 50 occ.
b. Occupancy H-1, 14.2, & H-3 - 3 occ.
e. Occupancy H-4,, ff.--5, I -I,
d. Gccupancy S - 30 oce.
41 . Where two or more, exits are requ-ked, they are a minimum of %the diagonal distance of the
s ac
served apart or where the space is serve
P d by an automat
ic sprinkler systern, the distance is I 1 /�
42. If boiler or fi�rnace rooms over 500 sq. ft. with btus over 440,400, two exits C14*i7% I L'
are nr vided
43. Refrigeration machinery roorns and refrigerated rooms Ov 1 000 sq. ft. have two exits,,
. %�-
44. Stage means of egress comply with Section 1 0 1 4- 6., /-
,�/�
45. Exit Access travel distance mee requirements %.1,.s,,,qwrement.s of Table 1 0 15.1
46-Exteriorexit Ieonies constructed ixr -accordance with Section 1 0 1 5. 1 have 1 00" added to their travel
di'st ance .
47. Corridors are rated as per Table 1 01 6. 1. /�
48. Corridor widtfis meet. requ t*rements of Sectian 1 0 T 6.2. ,�°�
49. Corridor dead ends are less fan 'in, for4Lr20 0 owlSP
rffik, lered occupancies B and F.
50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft.
51. The nldnimum number of exits for occupant load me, -%4
qua, the follovving: ;:
1-500 requiire SL 2 exits
5 0 1 -1400 requires 3 exits
More than 1 000 requires 4 exits
52. Buildmgs with one exit meet the reauirementq of �Pr.��nr� n,�.4 �ra�,�A I n , Q r)
,[ - -------••
S3. Interior stairwells required as a means of�egress m i the requirements ofS(eciion I(�19.
xs
54. Space under stairs is identified as l -hour rated.
SS. Extenor ramps or stairs are open o one side �
1� and have a minimum of 35 sq. ft. of open space not less
than 42"' above any floor level.
56. Exterior cramps and stairways are protected from the inside of building as per Section 1022.6.
57. Exterior balcomes',, stairways and ramps are over 10' ftom P t and other on the 10tvii/A
58. Egress courts meed the rec�uirenuents of Section 1 023.5.
59. Assemblv nccutianc�eq mppt the r�.�,;.a,.,,�„fn ___
F-------�acc:�wn 1 VG4.
60- Window egress or better is provided its. every sleeping room and any habitable basement.
ACCESSIBLITY
�- • An accessible rouse con�ects all accessible buildings, accessible facilities, accessible element
accessible spaces and the public right-af way+(except as excepted by Section 1 I 04)._A�6r*V S�
2. In addition to the required accessible entrances, 54°/a of allub�i
3. Accessible parkmg �s �ravided as per Table 1106. I - c entrances �S(, ances are accessxble.
4• 10% of hospital out patient parking Is accessible and �4% ofrehab or physical therapy.�
5. Van spac�,s are provided.(one out of six and any portion) _/Vi) 7L�-O
6. Accessible parking is provided on shortest roue firom accessible parkuxg to the accessible
buildmg entrance. _brk:_0
�. Group T occupancies mem accessibility req
u�irements as set forth MSection � � U?.S. ��
8. Groin R - I occupancxes meed the requirerr�ents of Section 1107.6 and Table d a ar,o«!-�
1107.6- 1. �.{N�'iP.�'P.9. nr mnr,_
look
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
4L�1LEi L111GJ.1L E.�1LL�.N. one ievei town homes or condos are 10C d in one structure,
all un -its ars designed Type B units as per ICC/ANST 117.1 unless on a upper level without
elevator service. /f
Where more than 2(Y4partment unit, one level town homes or condos are locatedaproject,, 2%but mot Iess than one are designed as Type A unify as per YCC/ANSI 117. JL%
Wheelchair spaces (aid companion seas J -%a ex Section 11082.5) are provided gin. Assembl
Occupancies as per Table Z I Oo.,L.241 . y
Assistive listening systems are prc�U�ded in Assembly oc at�c�es where aud'
i e
comrnunica�ions are integral to the use of the space.
bl
Any Assembly occupancy perfo
rmance area has an accessible routeper Section 1108-2. 8,1
Any dmma area to an A4zzPmb1-vr �nnY�v���i.Y. ... .0 if_- - - �ti •
dc;ces5iule.-
Se1fservice storage facilities shall provide accessible spaces a� peg Seciian 1 Z 0 $.3.
Toilet and bashing facilities are access�ble(un�ess �n a private of�fice�as per Ghon 1109.2.
Unisex toilets and bath��.g roorns are supplied asper Sectaon 1109-2.Where s�ks are pr�avided, 5°��, l�ut not less -khan s accessible � .
Where a kitchen or kitchenette is ravideitX.
p d, �s access�h�e�un�ess �.x� Type B dwelling)/
Storage cabinets, 1o�ck�rs, etc. one of each Type is accessible as per Section i 109. $.
INTERIOR ENVIRONMNT AND ENERGY CONSERVATI�N
1.
z.
3.6
4.
5.6
Attic vent�lati�an exists that is 1/1,50 of 50%the floor spa e or 11 40 with a. r barrier.
of the attic ventiiativ[�
an is 3 �, move eaves. �
Crawl space ventilation camplieswi�i Section 1203. 3_
Natural venti�at�on (w�ndo�,�rs, doors, louvers etc. is a m�,��mum of 4% of fluor s aye
Interior spaces �do nab have apenuzgs d�rect�y tee auts�de meet requirements of ,pec
1203.4.1.
tion
6.
7.
0
9.
Bathrooms contain�ng bathtubs, showers or spas are mechanically vented.
natural or Artificial fig -ht is provided that meets the re u•� � ends of Section 1205.
Courts shad. meed the requirements of Section 1206.3.N24
Dwellings party walls and floors meet the requirements of Section 1207.
AIS ha-Lnabie raaxx� sha11 be a minimum of 7' wzde, and a min' of 7� sq. ft. in area. X
Dwelling units(except Section x.208.4 efficient units have one habitable room of 120 sq. ft.
All ceilings are a mun]Lmum of 7'G" with no more Than X13 at TO".*
Attics and crawl spaces have access openings as per Section 1209.
An energy review has been submitted that meets the requirements of the International Energy
conservation code,��
EXTERIOR WALLS AND ROOFS
� . Exterior Wall Vapor retarder provided unless another apprOVed means to avoid condensation and
1ea.kage hay beep, provicled. Z�c
Wader resistant barrier shown on sheathing as per Section I
% AL..
2.
4.
5.
6.
7.
402-2.�
t�ujuy veneer is nasned at bottom and has weep holes.,
Masonry veneer shall be rneehanically attached � e Sectior� }.4 5.5.
ff V, ---
Stone Veneer is anchored a� per Section I�OS.G. /,�..
Sidings shall be applied as per Section 14D5.
Fire separMian distance for combustiwe veneers(sid�ng) meet that of Table 1406
Balconies maprotrude shall meet the requirement +�f Tabl e �� i fr��- fi��*-�
9. Metal Composite Materials(MCM� shall m��eet the requirements ofSection 114 7.
10. Roof coverings meet the requirements of Table 1505, 1 &4e�
1 1 . Double under ent �s Prodded in asphalt roofs with m�n�mum slope of 2: ].2 up to and including a
4. 12 slope.
12. An zee dam membrane done contmuous sheet or two sheet cemented together)for �.sphalf roofs is
pravided fromr�. the roof edge �0 24" inside of the ar��r wall.
side cif the exte '
1 3. Drip edge metal is provided along all roof edgy. )r
14. Metal roofs meet the requ�rements of Section 1507.4. -�r
15, Bunt -up roofs meet the requirements of Section 1507 . 10*
16. Single Ply Plastic, Roofmg meet requirements of Section 150 . � � an 1507.13,
I7. All other roafin tunes meet the rgq�ureme�ts Qf �ec�i15x7.
18. Buildings with roof drains have drains designed and sized as per UPC 1105. 04b
1/
STRUCTURAL I?ESIGN" AND SPECIAL INSPECTIONS
I oh
z.
Structural Use Group (as per Table 1604.5)
Structural documents for light frame woad buildings as per chapter 23 include floor roof and live
Loads, �r rid snow load, basic wind speed, wind. exposure, seismic design, category and site
class.
All plans except as described u� #1 above shad �.clude thex6flow",n.g:
a. Floor five load includEn any reductions.
b- Roof lime Toad as ger Section 16a7. I 1 ,
C. loaf Snag load,, including the flat roof snow loadOkrsinOw exposure factor, the snow
load importance factor and the thermal factor.. �
d. Wind design data including basic wind speed, wind imPOrtance factor with buildm-g
category, expas�re, applicable intexnal pressure caeff cie d the design wind
pressure used far the design of cOmpanents and cladding,
V
W
4.
56
60
e.
Earthquake design data including seismic imporiax�ce factor, seismlc use group, mapped
spectral response accelerations, site cuss, spectral response coefficients, se�smic desYgn
category, basic seismic -force -resisting �vq�-P�,.� dpQ,rrr t,�va ��,an. _
-�,�..._., .,�.,.�A��� �..+.��. a�.�.cu � �c �S1111.Cj i-C57UI`�
coeffcients, xesponse madificatzon factors and the analirsi� nr�,rp�,l,-p „Qp�
Fl( od zone is identified(if �xi flood zone see Section 1603.1.6)
ui- nour nv�i aas maccess of SU lbs per sq. ft. also identify that signssection 16a3.3. must be posted as per
5• Structural design calculations meeting the requirements of chapter 1.6 have beennrovided7_ Architectural, mechanical anal electr�ca:i16? 1 X components mrc requirements of Section-
8.
meet the seis
.
Where special fabrication (usually steel} Is Performed ofd sight, the fabricator
cert�cate of compliance as per Section 1704.2.2. � has provided a
9. SpecialCt"x�spe�ons are identified for welding. PtW',V
10. Special inspect
'Ons are identified,for high strength bo�-��g.
1 1 . Special �nspectians are ident�.fied for concrete construct�on except as excluded by Sec-��o1704.4.�7�� n
12. Special inspection are identified for masonry as per Section 1704.5.,
13. Spec4al inspections aye ideniifi�d for fills greater than 12 " deep where load is a lied., �
1.4. Spec'pal inspections are �dentif.�eti for all pier and pile fo-Lmdat"vns. � �p
15. Special inspections are identif ed fors ra ed on fie
P Y resx�ar�ce app ications.��
16. Special inspections are identified dor smoke control systems.
I7. Qual'tY assurance plan for seismic resistance is provird d �excep or design I�. h� frame�chapter 23 5 ar rein arced. masonry Tess than �5 feet �g�� g as per
18, Special inspections are provided for seisnuc force resisting systems.
19. Structur abserva
'loons as per Secti"on 1709 are identified for structures in Seismic Use Groups I� or
20. Truss Details provided or noted to be Provided prior to frame inspection.,
SOILS AND FOUNDATIONS
1. Allowable saiI foundatian bearmg pressure (as per Table 1804.2).
2. A soil invest'�ai%a�. �s required per the requirementsSection
--'J
,_.._.�..
�C of where quest*onable so FIs
such as fill materials, organic soils,, clays cl�.ys or questionabIe pock strata exist. .Da an of These
conditions exist? Yes Nn �If yes, are the necessary soil reports prav�ded? Yep
3. Grading is a minimum of 2% for concrete or as ha1� surfaces �
4. Information provided as per Section 1503.E for an s��uctur or S to for natural surfaces.
Wr
5. Footings (except for I story -category I bu'ldin s no N a� f1I. for f�ost protection. ggger than 4 � sq. �. }are 3 �" below grade
6. Buildmgs on or adjacent to greater khan 311 MOP -es meet requixemenis o� S eci'
7_ Tod of faLmdation is a �n�.murxx of 1 �y' above the adjacent street gurte� unless a drainagen I s �53r 40-
iderztifie�. and approved by the building af�ici�.l). path is
S. Footings designed so that the allowable beaxi� capacity
9. Foundat'an �nee�s the requirements of Section 1805.5 achy of the soil 's not exceeded.
1D. Except for Group R and U occu anc�e� of light (includ&�ng tables 1805.5_).
�--P
�framed construct' of seismic design D and less
than 3 stories �n hieght. concrete is a minimum of 3000 P,s.i.. o?�
it. Rwale are designed �rihia Iaieral sizdin and overt
-�_
12, Fon � er�ur�ung factor of safety of 1.5. P)IA-
wmants,,
ge system ar �vva�er-proofing (Sectivn I$(�7.3) Ys pra�ided where water tabie
fr
1.3N. Damproofing shote under nabs as per Section I807.2. 1.
14.
15.
16.
Damproofmg shown for foundation wa11s.
Mmimum of 4" Of graved is sho�crn. under all slabs.���
Foundation drain is installed (except in well -drained gravel areas) as per Section 18
18 0 7.4.3. 4; , V.
Fres meet requirements of Section 1 SUS, A Ili
1509, 18 T El and 18 11.
Pies are a mimmum of Z' wide and meet requirements of 1808.2 .23. and 1812.
CONCRETE and MASONRY
07.4.2 and
1 •
Construction documents shote compressive sire of concrete, strength or grade of reinforcement
and the size and location of reinforcement,
2. Structures assigned to SeismicDesign. C �egory D conta%n a statementidentifying if slab -an -grade is
designed as a structural diaphrag3freezing
m,
. Concrete exposed to vveather has air entrainment as per Table 1904.2.1 and meds the
requirerx�ents of Section 1. X04.2.2 and Tables 1904.2.2(l) and 1904.2.2(2),--
1
4. Masanxy construction documents ide�' ' e, grad -e, hype and location of reinforce�nent, anchors
and wadi 'M'
as per Section 2I4I.3. ,A
5. Masonry fireplaces have mir��um I2" fh�ck �ooiings that are 6"' wider than mos
6. Masonry fina"laces have se'srn�c �reunforcement and anchors as per Section 2111,
7.. Maqonry firpnIPOPQ YYlPg7c�' [aantirtr� v.-..-.�.��..�..s...t�1._. _ t c''S . •
2111.
0
�aI,��� lGqu.�����c1��5 vz �eci[�n LI 1 I a,ild'l'bye I.
Masvr�ry chimneys sha�� meet r�quiren�ents of Nection 2113.
� .
Truss drawmgs identify requ'e
2. foist layout plans are vrovidould.
3. Floor and goof sheathing me
4. Connections and fasteni-nor
5. Fasteners in Preservative tr ;
rnents , s per Section 23 d3.4. 1
.
� � �ngmeerea products have co p►uter layout.
S
re ujr amer�ts of Section 2304.7. ��
et e r quirements of Table 2304.9. I25
.
wo d ar, jot -dipped zinc coated ja
Nuwou oronze or conner_
alvanized steed, stainless steel,
G. Woad framing members fi d ' i are S" (min.) above sold,
7. Diaphragms do not exc d the #1 r io or all edges blocked and 3 .-1 far unblocked.
8. Shear wall aspect ratios meet e requirements of Table 2305.3.3.
9. Shear wall design meets requ�re�nents of Section X305.3.
GLAZING
1. Glazing in POOL sauna, hod tub,, steam. room, bathtub or sha r ,�r�ciosu�es (unless over 6E�" above
standing surface} is safety gIa�ing as per Sec��on 24��.
2. GlazingW1t��124" Ofdoor � sunless over above standing surface} is safety glazing as peer Sect"
2406. an
3. Glazing greater than 9 sq. ft., bottow IWI, top above 36" and 36" firom wa�kin surface is
safety glazing as per Section 2406.i -i; �
4. Glazing in guards and rails is safety glazing as per Section 2406.
or
5.
Glazmg nest to starways. Iandxnus and ramps (unless over 60" above standmg � surface is safet
glazing as per Section 240+6.. Y
I - Number of plumbing fixrtures shall meet the requirements of Table 2902. 1
. �
2. Separate toflet facilities are provided for spaces with 16 or more enip yees, or combination of
employees and customers ( except for mercantile occupancy 6 h 10 " (
P cY wit occupancy of 50 or Iess),, /11, -
I Public ioi�et facilities are provided as per Section 2902.6. r�
40 Elevators meet the requirements rements of Chapter 3 0. �(/%
5. Pedestrian walkways meet the req uli
-rements of Section 3 1 04. . J'�Z "
6. Awnings and canopies meet the requirements of Section 3105-&�
.6
7. Marquees meet the requirements of Section 3 1 06.
- Z -t- I
S. Swimu=g Pool enclosures and safety devices meet the requirements of Section 3109, ,�/�
9. Protection for pedestrians meets the requr-ements of Section10 Existaing 3306.X-14,,
structures meet the requirements of Chapter 34,