HomeMy WebLinkAboutCHECKLIST - 05-00008 - BYUI Clark Building - AdditionPlan Checklist for the 2003 International Building Code
Name of Prolect. ✓ % '�l -1' 6L t44 tet ��lLv 1,Ve!
USE AND OCCUPANCY
1.
2.
3.
3ClasClassification as per Sections 3/2.1 & 3i3 thru � � �
:ELI,
Incidental use areas see Table 302.1.1 f;p-Awl4tvew
identify if mixed occupancy exists. Yes X or No If no thea ski1p # 3 below.
.Accessory Space (10% ar under) NO
Nonseparated Mixed [occupancy as per Section 302.3.1 X
Separated Mixed Occupancy as per Table 302.3.2.Y& Identify on plans Fire Barrier Walls and/or
Horizontal Assemblies �ncluding the rating NYA
3. If Assembly occupancy exists, is it 750 sq. ft. or less as per Section 303,1 or less than 50 occupants
as per S ection 3 03. 1. 1 AAC
4. Covered Malls,, see Section 4Q2. Atriums see Section 404. Underground Buildm*gs see Section 4Q5.
Motor Vehicle Occupancies, see Section 406. I-2 Occupancies see Section. 4Q?. I-3 occupancies
see Section 4a8. Motion Picture Projection Rooms see Section 409. Stades and Platforms see
section 4i0. Spec ial Amusement Buildings see Section 411. Aircraft Related Occupancies see
Section 412. Combustible Storage see Section 413. Hazardous Materials see Section 414. H-
.6 -6
Occupancies
see Section 415. Application of Flammablq Finishes see Section 416. Drying Rooms
see Section 417. organic Coatings see Section 41 8.
HEIGHT AND AREA
1.
2.
4.
Area, Fff*st Floor10 `� Second Floor �� 5G" �i � , Third Floor
Area meets requirements as per Table 503. (Basements need not he included as
503. 1. l } Yes No �,.
Height meets requirements as per Table 503. Yes Na X
Buildings an same Lot? Yes � No If no then skin #5 below.
per Section
v 1
5. Regulated as Separate _ or Regulated as one Building as per Section 503. 1..3
6. Height modified as per Section 504. YesNoX.-
7. Area modified as per Section 506. Yeses No
calculate increase.
At41�2Nb
ft-z��w- =3595 Y'r
If yes , sprinklers are required.
If yes use the area provided below to
fA-t,&z� c.-.;
PPL6'--' A4Z,16--, 4clt:'E-�- mc>Vir-KA-*01
wr;pit
lCol�
mss£ use
A.3
Total Area Allowed after Increase w&wArea Shawn on Plans
S. hero Lai Line Buildmgs see S
Buildings see Section 50?. jU
�on 7d5. For Mezzanines see Section 5a5. Unlimited Area
7
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1.
z.
4.
0
7.
8.
9.
"to.
11.
Identify the Type of Construction as per Section 642 ��
check allowable material for Type I and II buildings as per Section 603 NO-TaV
Fable 601 -- Identify Building Element Ratings X
Table 602 -Identify the fire Resistance Ratings of Exterior Walls �
Check Openings in Exterior Walls for compliance with Table 70,4.8.(If sprinklered, seg Section
704.8.1) ) :
Projections meet requirements of Section 7Q4.2
check for window vertical exposure from roof below as per Section 704.10
Check that Parapets are not required as per Section 744.1 1 ,'<
Are Firewalls used or required? des NoIf no, skip #10 below..
Check -Firewalls Si ctur I Lability Fire Resistance Raking as per Table 7Q5.4
Made of Noncom tibe at Is(exce-pt Tyne V) Horizontal Continuity Vertical
i i r
Continul't C 'Ct' n o xterior Wally as per Section 705.5.1 Extend to
Horizontal Probe in lei e is a per Section 7Q5.5.2 Openings ono windows) as per
Section 7Q5.8 1 1k - .. at netrations meet requirements of Section 712 Ducts and
Air Transfer Opeings,�in� F rewal meet requirements of Section 705.11.
Are Firs Barriers used oxquired? (as required by table 302.3.2) Yes NgoK If no skip
1
#12 below. I r %
12. Check Fire Barriers
of wall. Maxil
Penetrations meet d
the, requirements of
13. Are Shaft Enclosur�
14. Shaft E
r s ruc a� stability as per Section 70f.4. openings limited to 25%
m p i size of 120 sq. ft. sunless sprinklered)_ Check that
�e4ufttzVOrits of Section 712. Ducts and Air Transfer Openings meet
Sedq 712 Vnd 716.
s us dor required? Yes No
nclosures meet the requirements oi Section 70
If no then skip # 14 below.
15. Arse Fire Partitions used or re ired? Yes Na If no then skiff # 16 below.
I6. Cheek Fire Partitions far 1 Stability and Continuity as per. Section 708.4. Dwelling
units that are sprinkleredV/)
d '/�hr. separations Versus I. lir. Check that
Penetrations meet the re uncs of Section 712. Ducts and Air Transfer Openings meet
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
the requirements of Section 712 and 716.
Fire Rated Ceili'ng Panels meet requirements as per Section '711.3. 1. �C
All Penetrations in Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 712.
Firs Resistive Joint Systems meet the requirements of Section 713
Doors and Shutters in Fire Resist)'ye Assemblies meet the requirements of Table 715.3._ _
Fire Doors are Self Closing.A
A, e
r
Fire Windows or Glazing confoirm to Section 715.4 and Table 715.4.
Fire and Smoke Dampers conform with Section 716. Y
Fire Flocking and Draft Stopping -is provided as per Section 717 X_ (Draft Stopping -is not
required at partition line in dwelling units with combined space of Tess than 300th 5q. Ft and not
required if in sprinklered building with sprinklered concealed spaces)
mall and Ceiling Finishes meet the requirements of Table 503.5 and Section 8Q3.
Floor Finish meets requirements of Section 804.-/-,C-
FIRE PROTECTION SYSTEM
L Is a Fire Protection System required for this bufldm'g in order to meet area, height etc. requirements?
Yes )( No If no skin #2 belov_
i.
List the type of system that �s required_
3. Otherrequirements requiring Fire Protect -Ian Systems {check if needed}:
Group A {As per Section 93.2. 1)
Group E (As per Section 903.2.Z)
4.
5.
6-0
7.0
Group F-1 (As per Section 903.2.3)
Group H (As per Section 903.2.4)
Group I (As per Section 903.2.5)
Group, M (As per Section 903.2.6)
Group R (As per Section 903.2.7)
Group S- 1 (As per Section 903.2.8
Group S-2 (As per Section 903.2.9)1
All Buildings except R- 3 and U (A.s per Section 9 03.2. 10)
�
Ducts conveying hazardous Exhausts AAs per lection 9Q3.2.12. 1)
/4
Com-mercial Cooking operations {As per Section 903.2.12.2)
As per Table g03.2.13 X
If Sprinklers needed as identified in #3 list type of system required-,,.-
If
equired.If Sprinklers required by a y of the a ove, Are Monitors and Alarms provided as per Section
903.4 09
Cf
IfanAltemative,tomatic Fire Extinguishing System is identified, does I meet the requirements of
Section 9[34?
Are Fire Alarms required as per Sections 9U7 or 9Q$? YesNo if no then skip #8
below..
S. Da Alarms meet the requirements listed in Sections 907 or 908?
9. Is smoke control required?(as per Sections 4Q2, 404, 4x5 or 410) Yes r10 leo
Sections g09.
10. H Occupancies may require smoke and head gents as per Sections 415.G and 410.
MEANS OF EGRESS
1 _ Minimum height of 7'as per Section 1003.2. X.
Z. Any protruding objects meei the requirements of Section 1003.3.
3. The occupant load shown on plans.- ) 11
4. The occupant loan as per calculated by Table 1004.1.2. 1' S lbw —m- Y2G
5. Occupant load posted in every assembl,y occupancy as per Section
6. Egress width is 'Identified on plans. 1if
_
If yes, see
z,V- 6 40 , 3 " - 513
10043.7rcp
7. egress width meets requirements as calculated per Table 1005-1. 4E:S
8. Multiple means of egress sized so that the loss of any one means of eess shall not seduce the
available egress capacity to less than 54% of total required.
9-- Door encroachment does not reduce the required egress width to less than 50% required.
10. Means of egress is illuminated asper Section 1006. �
1 1, Illumi"nation emergency power 'is shower for means of egress as per Section 1006.3.X
12. An enclosed exit stairway is shown. Yes No if no, skip # 13, # 14 and # 15 below.
13. Enclosed stair -way has an area of refuge(as per Section 1007.6) or is s inklere(l. '>4�
14, Area of refuge has 2-wav c rrimunzcatians, instructions and is identified as per Sections 1007.6.3,
'1007.6.4 and 1x07.6.5.
15. Doer clear widths are a niinimum of 32". Except as allowed by exception of Section 100$. 1 , 1. >IV
16. Doors swim in the direction of travel where serving 50 or more persons or in a H occupancy.
17. Specialty doors meet the requirements of 1008-1.3.
18. Aearess doors have a landing on both sides as per Sections 1X08.1.4 and 1008.1.5. t
19. Thresholds are identified as a maximum of %z" high, for swing doors and 3/4" for sliding doors as per
Section 1008.1.6.
�
24. Space between two doors is less than 48"(except R2&R3 non Type A units). �
Z 1. Locks and latches meet requirements of 1008.1.8.
22. Panic hardware is shown at re uired locations (Section 1008.1.9).
Z3. Does a stairway exist. Yes No If noski p '24 thru #2$.
24. Stairway doors do not open over stairs. ND
25. Stairways are a minimum of 44" wide{except where occupant load is 50 or less or as per Section
1009. 1).
.�i
26. Maximum riser is 7 inches and minimum tread i s- I I inches.
27. A landing is provided at the top and bottom of each stairway. �G
2$. Maximum vertical rise without a landing is 12'.
29. Handrails are identified that meet the requirements of Section 1009.11. 10
34. Handrails return to wall, etc. az are continuous to next stair handrails K
3 1. Elevation change of over 1f20 'is designed as a ramp as per Section 10 10 �
32. Exit signs are identified when over 2 doors are required for exiting.. >C
33. exit signs are spaced no more than 100' apart or to the door. X
34. 42"" guardrails are shown whenever a walking surface is over 30" above grade. >'C.,
35. Any roof mechanical equipment within 10' from edge has a guardrail sbown.Aw P //4
36. Egress does not pass through intervening spaces unless the space is accessary to the area served and
the intervening space is not hazardous.
37. If multiple tenant spaces exist, egress ftom any one does not pass through another.
38. Length of egress travel dogs not surpass requirements as per Section X013.3. )<
39. Required egress aisle adjacent to tables shall comply with Section 10].3.4.2.-1
�G
40. Spaces with one means of egress meet the following maximum occupancy loads: a��
a. Occupancy A,B,E,F,M &. U - 50 ace. IF
b. Occupancy H-1, H-2, & H-3 - 3 occ.
C. Occupancy H-4, H-5, I-1, 1-3, I-4, & R - 10 occ.
d. Occupancy S - 30 occ.
4 i . Where two or more exits are required, they are a minimum of �/� the diagonal distance of the space
served apart or where the space is sewed by an automatic sprinkler system, the distance is X/3,PD�
42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,Q04, two exits are provided. -K
43.
Refrigeration machinery rooms and refrigerated rooms er 1000 sq. ft. have two exits. �
44. Stage means of egress comply with Section 10I4.6.
45. Exit Access travel distance meets requirements of Table 1015.1.X
46. Exterior exit alconies constructed in accordance with Section 10 15. I have 100' added to their travel
distance.
47. Corridors are rated as per Table 1016. L Ki
48. Corridor widths meet requirements of Section 10 16.2.
�I�-.
49. Corridor diad endsare less tan 2Q' or SO' for sprinklexed 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 fallowing:
I -5All 6f
requires 2 exits
5 4 1. -1000 requires 3 exits
More than 1000 requires 4 exits
52. Buildings with one exit meet the requirements of Section and Table 1018.2.- elk,
53. Interior stairwells required as a means of egress meet the requirements of Section 1019. �71��
54. Space under stairs is identified as 1 -hour rated. -o
55. Exterior ramps or stairs are open op one side and have a minimum of 35 sq. ft- of open space not less
than 42" above any floor level
- Aw-7
56. Exterior ramps and stairways are protected from the 'Inside of building as per Section 1 022.6,,A
57. Exterior balconies, stairways and ramps are over 10' from 19't lines and other buildings on the lot.
58. Ecourts me et the re uirements o f Section 1 0 2 3 - 5.
59.. Assembly occupancies meet the requi"rements of Section 1:024.
60. Window egress or better is provided in every sleeping room and any habitable basement.
ACCESSIBLITY
1. An accessible route connects all accessible buildings'. accessible facilities,, accessible elements,
accessible spaces and the public right-of-way except as excepted by Section 11 04). 11r6�
I In addition to the required accessible entrances, 50% of all public entrances are accessible.X,
3. Accessible parking is provided as per Table 110G.1. 1� �
4. 1 0% of hospital out patient. parking is accessible and 20% of rehab or physical therapy.
,VIA
S. Van spaces are provided.(vne out of six and any portion) MIZO
6. Accessible parking is provided on shortest route from accessible parking to the accessible
building entrance. -."Xio
7. Group I occupancies meet accessibility requirements as set forth in Sect -ion 1107.5.
8. Group R- 1. occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1.
9. Where 4 or more apartment units,, one level town homes or condos are located in one structure,
1 0*
120
13.
14.
15.
"16.
17.
18.
19.
�" 20.
all units are designed s Type B units as per 1CG/'ANSZ 1 17. 1 unless on a upper level without
elevator service.-, Al //I' --
Where. more than 20 apartment unit,, one
level town homes or condos are loc d in a project, 2%
but not less than one are designed as Type A units as per ZCClANS1 11701
Wheelchair spaces (and companion seat as er Section110$.x.5} are provided in Assembly
Occupancies as per Table 11 QIV 4
Assistive listening systems are provided in Assembly occupancies where audible
communications are integral to the use of the space.
Any Assembly occupancy performance area has an accessible route as per Section 1x.08.2.8.
Any dining area in an Assembly Occupancy is fully accessible. �1`��
Self service storage facilities shall provide accessible spaces asper Section 1 108-3.
-1
Toilet and bathing facilities are, accessible unless in a private office)as per Section 1 1091P2*
Unisex toilets and bathing rooms are supplied as per Section 11X9.2.1._
Where sinks are provided., 5°/a, but not less than I xs accessible. `�' , f
Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwellin
. ��
Storage cabinets, lockers'. etc. one of each type is accessible as per lection .1 1 09.8. �►%{�
INTERIOR ENV[ROMENT AND ENERGY CONSERVATION
1. Attic ventilation exists that is 1/150 of the floor space or 1/300 with vapor barrier.
2. 50°/Q of the attic ventilation i's 3 ft, above eaves.
3. Crawl space ventilation complies with Section 1203.3. /���
kl-J-O
4. Natural ventilation (windows, doors, louvers etc-) is a minimum of 4% of floor space.A�
5. Interior spaces that do not have openings directly to outside meet requirements of Section
1203.4.1._A�
6.
Bathrooms containing bathtubs, showers or spas are mechanically vented. k
Natural or Artificial light is provided that meets the requir mems of Section'
1205./<
Courts shall meet the requirements of Section 12Q6.3.
Dwellings party walls and floors meet the requirements of Section 1207.-/. Ikif
All habitable rams shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in axea ,1�
Dwelling units(exCept Sectl'on 120$.4 efficient units) have one habitable room of 1Z0 sq. �
All ceilings are a minimum of 7'6" with no more than 113 at 7'0".
Attics and crawl spaces have access openings as per Section -1 X09.
An energy review has een submitted that meets the requirements of the International Energy
conservation code. n 11.
EXTERIOR WALLS AND ROOFS
1. Exterior mall Vapor retarder Yovided unles a other approved means to avoid condensation and
leakage has been provide
2. Water resistant barrier sh on sheaihin as pe Section 1402.24/1/7
3. Masonry veneer is flashe t bottom and as we p holes. IA -1- F&
4. Masonry veneer shall be Ghanically a tacked s per ti0 1405*5,h
5. Stone Veneer is anchore aper Sectio 1405.6
6. Sidings shall be applied s p r Section 1405,
7. Fire separation distance or c mhustile venae s(sidi meet hat of Table 1406.2.1.2.
S. Balconies that protrude haliu.,eet th require ent able 6 1 for floors.
9. Metal Composite Mater, als( M) all me the r q iremeni of Section 14Q7.
10. Roof coverings meet th req ui eme is of T le 15 5
11. Double underlayxnent i provid d i asphal roofs w' h minim s pe of 2:12. up to and including a
4: 12 slope.
l L An ice dam membrane
bane con in
ous s
eet or vv sh cern
need together} dor all asphalt roofs is
provided from the xoa
edgy to 4'
insid
of th i e of the e
terior wall.
13. drip edge metal is pr ided ado 11 ra f edg
14. Metal roofs meet the equiremen of S coon 1 7.4.
15. Built-up roods meet t e requirem ts Section 1507.10.
16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.13.
17. A11 other roofing types meet the requirements of Section 1507.
STRUCTURAL DESIGN ANIS SPECIAL INSPE(JIONS
I . Structural Use Group (asp Table 16(
2. Structural documents for I * t frame w
loads, ground snow load, as c wind I
class.
3. A11 plans except as descri ed i #1
5)_
(od b
eed,)
a. r mor tzve loan inci CUD -pi any ret
b . Roof live load as pe . Se tion 16
dings a
id expo
N
r
c. Knot know to d, �nc1 d rig the flat ra fs ow
load importan e facto nd the herm 1 f ctor.
W I. M .
chapter 23 include floor roof and Zine
seismic design category and site
Mowing:
the snow exposure factor., the snow
Ct. wind design ata, incl z ling b sic wi speed, w� d importance factor with building
category, wi exposu ,app icable i emal pressure coefficient and the design wind
pressure use 'dor the design f components and c adding.
xncluding
�mpo: e. Earthquake des ata seismic
spectral response ac , elerations, site class-, sped
category, basic S'is lc -force -resisting systems.,
Coefficients, res ons modification factors and
4. Flood zone is xdentified(if i d zone see Section 16013.��.Q 3.
5. Design of floor live loads i acce, s of 50 lbs per sq. ft. als
G. Structural design calculati, ns me iing the require n t s 0
7. Architectural,, mechanical c`nd ele rical componen s me
1G21.
8. Where special fabrication usually eel) is perfflr ed o
certificate of compliance a, per Sect`an 17 4.2.2.
9. Special inspections are ide txfied for welding._
ide I U. Speciall inspections are tfor igh streniz by
11. Special inspections are id tified for on.cretec st
1704.4.
12. Special inspection are ide tified form sorry as per
13. Special. xnspections are id ntified for fi is great r th4.
1 4. Special inspections are ick ntified for al pier a d pil
1 5. Special inspections are id ntified for sp' yed n fir
& 9 9 V .6
once factor,, seismic use group, mapped
I response coefficients', seismic design
esign base shear, seismic response
e ana sis procedure used.
.6)
idents that signs must be posted.
chapte 1 6 have been provided.
the se' is requirements of Section
M
sight,/thelfabricator has provided a
.ing-
6
tion e
lection
12" d
found'
resist
1 0. 3peciai
inspeclions are la
ntillaect tor sin I e
c ntr
syste
17. Quality
assurance plan fo
seismic resist ce
s pr vided
chapter
2308 or reinforce
masonry less t a
25 f et higk
1 8. Special
inspections are p
vided for seism
. -orc resisti,
19. Structural
observations
a
per Section 1709
are i entifie
S*
sept as� excluded by Section
%Tp wher a load is applied.
f,
tions.
ce applicaji*ons.
cept for deign Zight frame as per
g systems. 1
for structures
2U. I cuss Je,tails provided or noted to be provided prior to frame 'inspection'.
SOILS AND FOUNDATIONS
1. Allowable soil foundation bea i g pressure has peer TY�ble 1 804.2).
Z. A soil investigation 'is required r the requirement c.- of S ction 1802.'
such as fill materials., organic so S, clays or questi able ock strata
on"di-tirN +9 Vao R7.t T4r,,.,...
Seismic Use Groups IZ or
here questionable soils
x.1 t. Do anv of tl ese
vlJ.1A.LllLllf2� ►..1�i7: 1 �„7 �.��, � YQ�Ii, UIX LIX 11C u6sar son reporL, pr
3. Grading is a minimum of 2% fo ncrete or asph, It sur,f ces or 5°/n,r i
o
a. _rL C . 1
4. Information provided as pear Se io 1803.5 foray struc ral full.
S. Footings (except for I story cat gor r I buflding4no big er than 400 sq*
for frost Protection.
6. Buildings on or adjacent to grey er th IJ 3/1 slo
7. Top of foundation is a minimu, of I "above
identifted and approved by the ildin off icia-
8. Footings designed so that the all wable bearinj
9. Foundation meets the requireme is of S -tion
10. Except for Group R and i_J occu ancies o lig.
than 3 stories in hieght, concret is a mini um
11. Retaining walls are designed wi h a lateral 1id
1 2. Foundation system or atler-proofi
es mee requireme
ie adj a ent street
capa ty of the s
805. (includin
ia
from d constru
of 3 '00p.s.i..
.ng
(Se
warrants.
1 3. Damproof ng shown under slabs s per Section 18
14. Damproofing shown for foundation walls.
is of
Iter (
vi P ded? Yes No
turas surfaces.
.) are 36" below grade
til isnot e
tables 1 8
sels'.
ction 18,05.3.
less a drainage path is
ceded.
tic design D and less
id overtung factor of sa ety of 1.54
ion 1807.0 is provided whkre water table
15. Minimum of 4" of gr, -vel. is
16. Foundation drain is i ta ei
1547.4.3.
17. Piles meet requirern f a
18. Piers are a rr�inimu o
CONCRETE and MASONRY
I .
2.
3.
4.
5.
6.
7.
8.
Construction documents shy
and the sire and location of
Structures assigned to Seism
designed as a structural dia'
Concrete exposed to freezi
requirements of Section 19
d.
n under all slabs.
apt in well -drained gravel areas} as per Section 1847.4.2 and
i n 1808, 1.809, 18 10 and 1811.
e d meet requirements of 1808.2.23., and 1812.
w coznpr
-einforca'.
- c Des',�i
0
An
^dOTI'1 f
veat er h
. Z nd T
iviasonry construction dacme is denti
and wall
ties as per
Sectio
S
2 10 .
Masonry
fireplaces
have
xnim 12"
Masonry
fireplaces
haves
xsmic einf
Masonry
fireplaces
meet
esign qui
Masonry
chimneys
shall
eek require
1. Design
th of concrete, strength or grade ofreinf orccment
contain a statement identifying if slab -on -grade is
nevi per Table 1904.2.1 and. meets the
2 and 1904.2.2(2).
type and location of z-einforceinent, anchors
�th1Vkootin that are 6"' wider than masonry._
rcet atld nchors as per Sectxon 2111.
meof S ection 2 111 and Table 2 111. 1.
ents of Section 2113.