HomeMy WebLinkAboutCHECKLIST - 05-00006 - BYUI Romney Building - AdditionPlan Checklist for the 2003 International Building Code
Soo",Name of Project: O{'�7/U� � � 0 D
USE AND OCCUPANCY
1. Classification as per Sections 302.1 & 303 thru 312
2.
91
3.
4.
W
ineiclental use areas see Table 302. 1 .1
ldentimfv if miypfi nor.
---_�_, .� as AlllLVl1 UL "I I k,, V C; A I �� L 6. 1
oor\ or ova It no then skip #3 below.
Accessory Space (1 0% or under) �-
Nonsepa�-ated Mixed as
per Section 302. ���
Separated Mixed Occupancy as per Table 3023.2 Identify on plans F're Barrier
Ly
0-L zon Lai .r-issemelies Including the, rating �f3,
If Assembly Occupancy exists per'Section 3 -03.1.1 -"is It 750 sq. ft. or less as per Sect -Ion 3.03.1
as
CntresraA A if 11 a
Walls and/or
UPa-
or less than 50 occupants
-
vu v %.-,1 %10 a :!�, Nce 3cunon4UZ. P tri 'ums see Section 404. Underground Buildings see Section 405.
Motor Vehicle Occupa.ncies, see Section 406. 1-2 Occupancies see Section 407. 1-3 Occupancies
see Section 408. Motion Picture Projection Rooms see Section 4Q9. Stages and Platforms se
section 41 0. Special Amusement Buildings see Section 411. Aircraft Related Qccupancies see
f.-7'V1�41V11 -� � L. .��,����,u���Qle e see Section 4 1 3. Hazardous Materials see Section 4 -1 4-
UCCUPancies see Nection 415. Application of Flammablefin'shes see Section 416,
see Section 41 7. {organic Coatings see Section 4189
HEIGHT AND AREA
1. Area, First Floor c6 60 Sec:ond �loor?(66 6 � � �R�d �5;0� Th7rd
2. Area meets requirements as per Table 503. (Basements need not be includ
3.
4.
5.
6.
7.
:)WAA) Yes No_�G
Height meets requirements as per Table 503. Yes •�r No
H-
Drying
Rooms
lour
.ed as per Section
tsuilaings on same Lot? Yes No ,:�`
If no theca skip #5 below.
Regulated as Separate or Regulated as one Building as. per Section 503.1.3-filk
Height modified as per Secthion 504. Yes No-, Zf yes ,sprinklers are required.
Area modified 94.qnpr .0%prti'n," 'UIA v�� 1!' RT_ Tr
calculate increase.�.. �.�A » V V L;t,lll �vU. � ���` IN 0 it yes use the area provided below to
Total Area Allowed after Increase
8. Zero Lot Line Buildings se
Buildings see Section 507.
Area Shown on Plans
705. For Mezzanines see Section 505. Unlimited Area
ms's.
TYPES OF CONSTRUCTION AICD FIRE RESISTANCE.
1. Identify the Type of Construction as per Section 602 1�
2. Check allowable material for T ype I and 11 buildm2s as per Section 603_,,X
3. Table 601 - identify Building Element satin s
4. Table 602 - Identify the Fire Resistance Rat"n s of Exterior Walls
5'. check OM41'11�s in Exterior Wal1s for compliance with Table 704.8.(Ifsprinklered, see Section
704.8.1)7
6. Projections meet requirements of Section 7x4.2 )(1
7.
a
9.
10.
I1.
12-b
13.
14.
15.
16.
17.
18.
19.
20.
2 1.
22.
23.
24.
25.
2 6.
Check for window vertical exposure from roof below as per S ctian 704.10
Check that Parapets are not required as pier Section 704.1
Are Firewalls used �r required? Yes- No � If no, ship #10 bFirewalls far Structural Stability/VC-4W-ife Resistance Rating as per Table
M nr�P nN
fnhT►�[
r�rnm,�Ct;1,1� �*�,.;,,7..�..�.,.�__�
70 5,4
1lV li�]l.1 V1�+ lY1GLLG1.lGLi�ilGlS.IsGL i ype v )� tlarYzontal C onti,�xuity Vertical
k,-Ufli inuiiy��lYt;onnectlon to Ex te- rior Walls as per S ect n 745.5. 1 Extend to
r�.orizontai rroje t�ng Elements as per Section 705.5.2��`p�n�ngs a windo
__ rfra r n i
3cULxon ivD.l
Air Transfer
t_:heck that Penetrations meet requirements of Section 712
;s in Firewall meet requirements of Section 7 5. 1 1
.
Are Firs Barriers used or required? (as required bv table 302.3.2) Yes Nom
# 12 below.
Check Fire Barriers for
of wall.
Maxim
Penetrations meet the r
4 - r�I stability as per Section d.
as per
Ducks and
if no skip
706,4._ Openings limited to 25%
IP � 1 ize ot 12U sq, ft. (unless sprinkleared) Check that
u��et�ts of Seadon 71 �.. Ducts and Air Transfer apenings meet
the requirements of Section 712 and 716.
Are Shaft Enclosures used or required? Yes No If no then skip #14 below.
Shaft Enclosures meet the requirements of Section 707.'>(
Are Fire Partitions used or requiz�ed? Yes No If no thin skip #16 below.,Check Fire Partitions for Stxuctural Stability aid Continuity as per Sect'on 7 8.4 Dwellingunits that are �
spr�n�ler�d are allowed �2 hr. separations ersus 1 fir. Check that
Penetrations meed the requirements of Section 712,"Ducts and Air Transfer Openings meet
the requirements of Section 712 and 716,
Fire Rated Ceiling Panels meet requirement as per Section 711.3.1
All Penetrations- Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 712.w
Fire Resistive Jo�nt Systems meet the requirements of Section 713.
�
Doors and Shutters in Fixe Resis � e Assemblies meet the requirements of Table 715.3.
Firs Doors are Self Closing.
Fire windows or Glazing conform to Section 715.4 and T le 715.4.
Fire and Smoke Dampers conforrx� with Section 716.
Fire Blocking and Draft Stopping �s provided as per Section 717 �j (Draft Stopping is not
required at partition line in dwelling units with combined spice of less than 3Q00 Sq. Ft and not
required if in sprir�lered building with sprinklered concealed spaces
Wall and Ceiling Finishes meet the requirements of Tabule 8p3.5 and Section 803. j4ZI-4V
Floor Finish meets requirements of Section 804.-,P(
FIRE PROTECTION SYSTEM
I . Is a Fire Protection System required for this bui�ding Yes in order io meet area, height etc. requirements?
No If no skip #2 below.
2.
3.
4-b
5-F
List 'thy type of system that is required
Uther requirements requiring Fire Protection Systems (checb
GJ'0uD A AAS tier Sectl nn 9f11 7 I)
Group h (As per Section 91112.2
Group F -I (As per Section 3.2
Group H (As per Section 9 02*
Group I (As per Section 94 20
Group M (As per Section 0 .i
Group R (As per Section 0-. .7
9
Group S-1 (As per Section 9 .2 , 8)
Group S-2 (As per Section 903.2.9)
All Buildings except R.-3 and U (As pear Section 903.2.1 0)
Ducts conveying Hazardous Exhausts (As per Section 903.2,'
Commercial Cooking ppe ations (As. per Section 903.2.12.2)
As per Table 903,2. 1 3 .
0 -&
/3
Z
SeL�t� 9v 3.zJZ-I
�O
Meridian 208-288-1992 FSE LLEft ASSOCIATES Flocatello 20,8-23B-2146
it L :)pir1 nKlers neeaed as identified in #3 list type of system required.. _�_ 7�j..
y
IfSpr�nkl�rs required an of the above Are Monitors and Alarms provided as per Section
9x3.4?_�
6. Zf an Alternativ/Automatic Fire Extinguish -ng System is identified, does I meet the requirements of
Section 904?
7. Are Fire Alarms required as per Sections 907 or 9,089 YesNo if no then, skip #8
below.,
S. Do Alarms meet the requirements listed in Sections 907 or 908?
9. Is. smoke control required9(as per Sections 402, 404, 405 or 41 a} YesNoX�f
S ections 909. — yes, see
1 0. H Occupancies may require smoke and heat vents as per Sections 4 1 5.6 and 41 0. ,r'�/
MEANS OF EGRESS
1.
2.
3.
4.
5.
6.
7.
a
9.
Minimum height of 7'as per Section 1003.2.
Any protruding objects meet the requirements of Section
The occupant load shown on plans._NO
10033. )(_
The occupant load as per calculated by Table 1004. 1.2.1 mope ,�� �I���"
Occupant load posted in every assembly occupancy as per Section 1 004.3. JVV*74V
Egress width xs identified on plans.
Egress width meets requi"rements as calculated per Table 10C15.1.—/X
Multiple mens of egress sized so that the loss of any one means of egress shall not reduce the
available egress capacity to less than 50% of total required, X
Door encroachment does not reduce the required e2re width to less than SfJ% required
,�i
1 0. Means of egress I's illuminated as per Section . 006.—,,k,
11. Illuminati --v
on emergency power i's shown for means of egress as per Section 1006.3.
1 2. An enclosed exit stairway Is shown. Yes Na if no, skip # 1 3 , #1 4 and. # 15 elow.
13. Enclosed stairway has an area of refuge(as per Section 1 007.6) or is sprinklered. lG
14- Area ofre-fijf)c-.hw,%z')-vA1-1 on Tin i • . � � _
Rte_ ���U �, .. J / . JIUIII�).) IIINLIucuons ana is icientiliect as per Sections 1007.6.3,
1007.6.4 and 1007,6.5. /)
15. Door clear widths are a ninumum of 31"'. Except as allowed by except'
on of Section 1008. i . 1. A/
16. Doors swing in the direction of travel where serving 59 or more persons or in a H occupancy.
IT Specialty doors meet the requirements of 1408.1.3. �~ y A
'�
18. All egress doors,11ave a landing on both sides as per Sections 1008.1.4 and 1008, 1.5. ok
19. Thresholds are identified as a maximum of V2" high, for swim doers and 1/4" for sliding doors as per
Section 1008.1.6. X
20. Space between two doors is less than 48"'(except R2&R3 non Type A units).
2 1. Locks and hatches meet requirements of 1X0 $. 1. $.
- &N
22. Panic hardware is shown at required locations (Section 1008.1.9).
.�
z-3. Does a stairway exist. des A No If no, slip #24 thru #28,
24. Stairway doors do not open over stairs. -J&
25. Stairways are a minimum of 44" wide(except where occupant load is 50 or less or as per Section
1009. 1).
2b. Maximum riser is 7 inches and minimum tread is I I inches. h),a,
27. A landing is provided at the fop and bottom of each stairway.
�
2S. Maximum vertical rise without a landing is 12'.-X--
29.
Handrails are identified that meet the requirements of Section 1009.11.
34, Handrails return to wail, etc. or are continuous to next stair handrails
3 1. Elevation change of over 112+ is designed as a ramp as per Section 1010
32. Exit signs are identified when over 2 doors ars required for exiting. p
33. Exit signs are spaced no more than 100' apart or to the door.
34.42 " guardrails are shown whenever a walking suxface is owe -X- �<
r 3Q" above grade.
35, Any roof mechanical equipment within 10' from edge has a guardrail shown. *>C
36. Egress does not pass through intervening spaces unless the space is accessory to the area served and
the intervening space is not hazardous,�1,
37. If multiple tenant spaces exist, egress from any one does not pass through. another.
3 S. Length of egress travel docs not surpass requirements as per Section 10 13.3.
39. Required egress aisle adjacent to tables shall comply with Section 10 13.4.Z.
4D- Spaces with one means of egress meet the following maximum occupancy loads:
a. Occupancy A,B,E,F,M & U - 5[} occ.
b. Occupancy H- 1, H-2, & H- 3 - 3 Qcc.
C. Occupancy H-4, H-5 I- 1, 1-3� i-4, & R - 10 vcc.
d. Occupancy S - 30 occ.
41. Where two or more exits are required, they are a minimum of 1/2 the diagonal distance of the space
served apart or where the space 'is served by an automatic sprikkier system, the distance is �1 .
42. If boiler or fuace�~nrooms over 50 q. ft. with btus over 400,000,, two exits are provided.
43. Refrigeration machinery rooms and refrigerated roams av r 100 Qsq. ft. have two exits.
44. Stage means of egress comply with Section 1014.6. llfzA
45. Exit Access travel distance meets requirements of Table 10 15. 1. X
46. Exterior exit b loonies constructed in accordance with Section 1 Q ]. S. 7 have 100' added to their travel
distance.-
47.
Corridors are raked as per Table 10 16. 1. /�j"rSrP1* fGW
48. Corridor widths meet requirements of Section 10 1 6.2. _
49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F..e*
50. Corridor not used as plenum unless in a tenant space of f ess than 1440 sq. ft. X
5 1. The minimum number of exits for occupant load meets the following: -
1 -500 requires 2 exits
S 01 -1000 requires 3 exits
More than 1000 requires 4 exit
52. Buildings with one exit meet the requirements of Section and Table 101$.2.X
d.
53. Interior stairwells required as a means of egress meet the requirements of Section 1 0 19.
54. Space under stairs Is identified as I -hour rated. )(
55. Exterior ramps or stairs are open on one side and have a mi'nxmum of 35 sq. ft. ofopenspace not less
than a ? 11 " 51 I -N rX -0 1 10,
F
all way6
Y %W
CU JLY
the,
i1VV1
of building as per
CVCL
57.
5().
ba.lconies.
F"�.XfiP.1'1flY'
rqM IQ!
n"/A
+ ,
%. &
F
all way6
aic
proiectea Trom,
the,
inside
of building as per
Section 1022.6. 5111'er
57.
Exterior
ba.lconies.
stai*rm 2),-%,
Anti
rarnr,c Grp
I
-C, n�...
_� .,
.T --, � i11�-- = _F %J V %.11 ines ana o ner butictings on the lot. �'
58. Egress courts meet the requirements of Section 1 023.5. ,�
59. occupane" Assemblyles meet the requirements of Section 1024,;
60. Window egress or better is provided in every sleeping room and any habitable basement, tl/�
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).
2. In. addition to the required accessible entrances, 50% of all public entrances are accessible._)�
3. Accessible parking 'is provided as per Table 1106.1. X
4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy.
5. Van spaces are provided.(ane out of six and any portion}�,.,
6. Accessible parking is provided on shortest route from accessibleparking to the accessible
building entrance. �C
7. Group I occupancies meet accessibility requirements as set forth in Section 1 107-5. ��/+�
S. Group R-1 requirements occu ancies meet the
P irements of Section. I 1Q7.6 and Table 1107.6.1.
9. Where 4 or more apartment wits, one 1evel town homes or condos are located inW
one structure,
all units are desi as Type B units as per IGCIANSI 1 17.1 unless on a upper level without
elevator service:
-
1 0. Where more than 20 apartment unit, one level town homes or condosare located in a project, 2°/Q
but not less than one are designed as Time
.TY A units as per ICC/ANSI 117.
W -A
H. Wheelchair spaces (and companion seat as per Section 1 108.2.5) are provi'de'd in Assembly
Occupancies as per Table 1148.2.2.1. k
1 2. Assistive listening systems are provided in Assembly occupancies where audible
communications are integral to the use of the space.
13. Any Assembly occupancy performance area has an accessible route as per Section 11 08.2.8.
1 4. Any dining area in an Assembly Occupancy is fully accessible.
1 5. Self service storage facilities shall provide accessible spaces as per Section1108.3%
1 6. Toilet and bathing facilities are access-ble u 1 V A4
unless in a private office)as per ection 114 9.2.0i-U7+�
17. �T�nisex ioi�ets and bathing rooms are supplied as per Section 11 09.2. 1.
18. Where sinks are provided,, 5%. but not less than I 'is accessible.
19. Where a kitchen or kitchenette is provided it is accessi*ble(unless in Type B dwelling).
2(3. Storage cabinets,, lockers,, etc. one of each kype is accessible as per Section 1 109.8._]>!�_
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1 Attic * ven i itolat"
on exists that is 1/1 50 of the floor spae Wit
vaphor barrier. �,��Y
2. 5(}% of the attic velitilafion is 3 ft, above eaves. ��''
ll COMO*
les with Section 1 203.3.k/
3. Crawl space ventilatio�_
4. Natural ventilation (windows., doors', louvers etc.) is a, minimum of 4% of floor space.
5. Interior spaces that do not have openings directly to outside meet requirements of Sectioll
1203.4. L_
.001"
6.
7.
8.
9.
10.
I1.
12.
13.
140.
1
io
Bathroom
s. containing bathtubs, showers or spas are mechanically ventecl.
Natural or Artif pial li�l�� is provided that meets the require ents of Section 1205:�
Courts shah meet the requirements of Sect -ion 1206.3.
Dwelling� party walls and floors meed the requirements of Section 1207.
All habitable roams shall be a minimum of 7' wide, and a minima ��
Dwelling un Pt Section 1X08.4 efficient
m of 7� sq. ft. in area.
nt units} have one roam of 120 sq, ft.��
All ceilings are a minimum of 7'6" with no more than 113 at 7`0".
Attics and trawl sp�.ces have access openings as per Section 12C}9.
An energy review has. beenreq-u*submitted that meets the rements of the International Energy
conservation code.�
EXTERIOR WALLS SND ROOFS
I . Exterior Wali Vap r retarder provided unles another ap roved s to avoid condensation and
leakage has been ar vided.
2. Water resistant ba x r shown on sheathin as per Sect' n 1402.
3. Masonry veneer i fl shed at bottom and as weep ho., s.
4. Masonry veneer all e mechanically at ached as pe Sectio 1405. .
5. Stare Veneer is choed as per Section 1405.G.
6. Sidings shah be pl ie as per Section 1 O5.
7. Fire separation di tance or combustibl veneers(s "ding) m t that of able 1406.2.1.2,
8. Balconies that far trades all meet the r quireme of Tail 601 for fl ors.
g• Metal Composite Materia s(MCM) sh 1 meet t require encs of Sec ion 1407.
10. Raaf coverings eek the r Wirements, f Table 1505. 1.
11. Double underly ent is pr vided in a phalt r fs with inimum slope f 2-:12 up to and including a
4-M 12 slope.
12• An ice dim me brave done ontinu us sheet or two sh et cemented tog her for all asphalt roofs is
provided from t e roof edge t .24" � side of he insid of the exterior wad .
13. Drip edge mega is provided al ng .1 roof e ge.
14. Metal roofs me t the requireme ts f Seco6
n 1507.4
15. Built-up roofs eet the requirern n s ofSe tion 150 -10.
16. Single Ply Pias c Roofing rri�et r uirem ts of 5e tion 1507.12 and 1507. 11
17. All other roofing types meet the requirements of Section 1507.
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1. Structural Use Group (a
2. Structural documents fo
loads, ground snow loac"
3.
per Tabl
160
ilgni gra e w
abasic ind sr
class.
Al1 puns except as desc i ed ia. Floor live to d *nc�b. Roof live to d s pi
c. Roaf Snow oa in
f.5)
ad built
ed, wing
0
i s as per chapter 23 include floor roof and live
ex pure, Seismic design category and sits
#I ab ve sh nclu the following:
di,ng a y re C loris.
r Section 1 07 I.
-.ludi the fly s vv load, the snow exposure factor, the snow
ludu lmpon nee ra tar a d th th al fa tar.
d., Wind desi.dat� �nc'1» ina h Q; tz;�,.� �. oda ...-- -
--.�___�.� willu 111lpc�rianee tactor with building
category, nd exposur , appX able internalressurepcoefficient and idle design wind
pressure us d for the d sign of components and cladding.
4.
5.
e. Earthquake design da inclu ungsei i
l .1 -'
spectral response acc ratio s, s te as
category, basic sels- _I s s g s
ore -res sig g s
coefficients, respons m di icat- n cto S
1 / * IN in
Flood zone Is ident fiedtir flo d
Design of floor live loads' in acc SS
6. Structural design calculations nietin
importance factor, Seismic use group, mapped
0
spectral response coefficients, seismic design
terns, design base shear, seismic response
a the analysis procedure used..
50 1 s p r sq.identifyialso sgns must be posted.
the reatirements of chapter i 6 have been
7. Architectural mechanical and provided. components meet the seismic requirements of Section
1621.
8. Where special fabrication (usually steel) is perfarme off sight, the fabricator hasprovided a
certificate of compliance as per Section 1 704.2.2.
9. Special inspections are identified for welding. '141
a k It
10. Special inspections are identified for high strength bolting.
11. Special inspections are identified for concrete construction
except as excluded by Section.
1704-4-b
12. Special inspection are identified for masonry as per Section 1704.5,,-&/
13. Special inspections are identified for fills greater than -12" deep were a load is applied,
�/�.
14. Special inspect fflied for all pier andpile fvundations.AIIA,ions are identi
15. Special inspections are identified for sprayed on fire resistance applicativns.�
P istanc
1 6. Special inspections are ide�.tified for smoke control systems.-I-Vh
17. Quality assurance plan for seismic resistance is provided (exce t for design light frame as per
chapter 230.8 or reinforced masonry less than 25 feet hM
18. Special inspections are provided for seismic force resisting systems.d/-/A
19. structure -11 observations as per Section 1709 are Identified for structures M' Seismic Use Groups 11 or
111.44,
SOILS AND FOUNDATIONS
� . Allowable soil foundation bearing pressure (as per Table 1 804.2). %���„/t�
2. A soil investigation is required per the requirements of Section 1 802.2 where questionable soils
such as fill materials, organic soils, clays or questionable rock strata exist. Do any of these
conditions exist? Yes No Ifyes,3. Grading axe the necessary soil repo., provided? YesNo
is a minimum of 2% for concrete or asphalt surfaces or 5% for natural surfaces. )C
4. Information provided as per Section 1803.5 for any structural fill,
,�
5. Footings (except for I story category I buildings no bigger than 400 sq. ft.) are 36" below grade
for frost protection.
f .
Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1 805.3.
�,�
7. Top of foundation is a minimum of 12" above the adgacent street gutter (unless a drainageidentified and a roved by the building ^e-.1). path 'is
P otticia
8. Footings designed so that the allowable bearing capacity of the sod is-, not exceed -ed,. -Jr
9. Foundation meets the requirements of Section 1805.5 (including tables 1 805.5_ ).
10. Except for Group R and U occupancies of light framediconstructon of seismic design D and less
than 3 stories In hieght, concrete' is a minimum of 3000 p,s.i..-)(`
H .
Retaining walls are designed with a lateral sliding and overturning factor of safety of I.5,1lIA-
12, Foundationmageosystemr water- roofing (Section 1807.3) iwarrants. V system P s provided where water table
1 3- Damproofing -shown under slabs as per Section 1807.2.1.
14. Damproofing shown for foundation walls.
1Minimum)6-
5. of 4" of gravel i's shown under all slabs.- 0
W.
Foundation. d ain is installed (except in well-dral'ned gravel areas) as per Section
1 807.4.3.
Piles meet reauiremento, nfc%'PPt1rm 18 8 1809,
or
1$1V allu 1 61 I .
Piers are a minimum of 2" wide and meet requirements of 1808.2,23,and 1812,
CONCRETE and MASONRY
20
I
44
5.
6.
7.
8.
1 807-4.2 and
Construction documents show compressive
ve strength of concrete, strength or grade of reinforcement
and the size and location of reinforcement.
Structures assigned to Seismic Design
designe€I as a structural dianhragm_ lb
tegoiry D contain a statement identifying if slab -on -grade I'S
Concrete exposed to freezing weatheras air entrainment as per Table 19 4.2.1 and meets the
requirements of Section 1 904.2.2 and Tables 1904.2.2(1}and 1 904.2.2(2).-,^)C
Masonry construction documents identify11. e, grade, type and location of reinforcement, anchors
and wall ties as per Section 21X1.3.
Masonry fireplaces have minimum 12""thickfootings that are 6"" wider than -masonry.
4r
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Masonry fireplaces have seismic reinforcement and anchors as per Section 211 1.
Masonry fireplaces meet design requirements of Section 21 1 1 and T
bye 2 1 1 1. 1. 000
chimneys
Masonry chimneVqfinil mpiat riaki -P f Section .0 .0*
rl'it. C-* M Rlxe' 16 -0: 410 k A eA, E S
16.
W.
Foundation. d ain is installed (except in well-dral'ned gravel areas) as per Section
1 807.4.3.
Piles meet reauiremento, nfc%'PPt1rm 18 8 1809,
or
1$1V allu 1 61 I .
Piers are a minimum of 2" wide and meet requirements of 1808.2,23,and 1812,
CONCRETE and MASONRY
20
I
44
5.
6.
7.
8.
1 807-4.2 and
Construction documents show compressive
ve strength of concrete, strength or grade of reinforcement
and the size and location of reinforcement.
Structures assigned to Seismic Design
designe€I as a structural dianhragm_ lb
tegoiry D contain a statement identifying if slab -on -grade I'S
Concrete exposed to freezing weatheras air entrainment as per Table 19 4.2.1 and meets the
requirements of Section 1 904.2.2 and Tables 1904.2.2(1}and 1 904.2.2(2).-,^)C
Masonry construction documents identify11. e, grade, type and location of reinforcement, anchors
and wall ties as per Section 21X1.3.
Masonry fireplaces have minimum 12""thickfootings that are 6"" wider than -masonry.
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Masonry fireplaces have seismic reinforcement and anchors as per Section 211 1.
Masonry fireplaces meet design requirements of Section 21 1 1 and T
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chimneys
Masonry chimneVqfinil mpiat riaki -P f Section .0 .0*
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