HomeMy WebLinkAboutPLAN CHECKLIST - 05-00264 - USDA BuildingPlan Checklist for the 2003 International Building Code
Name of Project:_ (// 5)9t 4
USE AND OCCUPANCY
1.
Classificatio per See ions 302A & 3 03 thru 3I2
2. Incidental use ares ,see Table 302.1.1.,x
0
3. identify if mixed occupancy xxsts. 'des oar Ido )qr If no then skip #3 below.
Accessory Space 00n%/ o r)
unseparated Mixed c as per Section 3
Separated Mixed 0 s per Table 3a2.3.2 Identify on plans Fiore Barrier Walls and/or
Horizontal Assemb ie inc uding the rating
3. Jf Assembly Occupancy e i ts, is �t 75Q sq. ft, or less as per Section 3D3.1 or less than 50 occupants
as per Section 3 03. I. 1 --
4. Covered Malls,, see Sectio 40 i s see Section 4D4. Underground Buildings see Sec ion 4[i5.
Motor Vehicle 0ccup anc' , s e e x n 4{�6. I-2 �Qe�upancies see Section 407. I-3 Occupancies
see Section 4-0S. Motioc r P of ctaon Rooms see Section 4091. Stages and Platfonns sere
section 410. Special U e t ngs see Section 411. Aircraft Related OceuP ancies see
Section 412. CombustI t e se Section 413. Hazardous Materials see Section 414. H -
Occupancies see recti n aplie tion of Flammable Fixushes see Section 416. Drying Rooms
see Seet'on 417. Organic Coatings see Section 418.
HEIGHT AND AREA
I .
2.
3.
4.
5.
6.
7.6
Area, First Floor ��%� ,Second Fioc�r , Third Floor �
Area meets requirements as per Table 503. (Basements need not be included as per Section
503. 1. 1 } Yes leo
Height meets requirements as per Table 503. Yes K' No
Buildings on same Lot?.. Yes NaIf no then skip #5 below,,
Regulated as Separat or Regulated as one Building as per Section 503.1.3
Height modified as per Section 504. Yes No If yes , sprznk.lers are required.
Area modified as per Section 506. Yes No If des use the area provided below to
calculate increase.
Total Area Allowed after Increase
Area Shown an Plans
S. Zero Lot Line Buildings see on 705.
Bu.i�d�ngs gee Section 5D7..
For Mezmnin-es gee Section 505. Unliniitcd .Alec.
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
0
5.
6.
7.
8.
9.
1 06
11*
Identify the Type of Construction as per Section 602
-t��,��. �.11��d�l� ma ' eriai ior I ype 1 and 11 buildings as per Section 603
Table 60 1 Identify Building Element Ratings "�
Table 602 Identify the Fire Resistance Ratings of Exterior Walls 'y
Check Openings in Exteriox'�a1ls for co. I
7�4,8.1)�``
MP iance w th Table 704.$.(If sprinklered, see Sectzon
Prof ect*
ions meet requ
i
r
ements of Section 704.2 ?�'
Check for window vertical exposure from roof below as per Section 704. 1 0
Check that Parap��stAre F�re�vall�o ' required as per Seetion 7Q4. 11 �C`
used or required? Yes if no, skip #1 0 below.
Check Firewalls for Stnict -ml. al Stability Fire Resistance Rating as per Table 705.4
A -1 / IT
Made of Nonco usti le A at 'als(exccl-"
11 11� up Type V)Horizontal Continuity continul, Vertical
o e Ion 0 Exterior Walls as per Section 705.5.1 Extend to
Horizontal Pro ect. El me s per Section 705.5.2 apenxngs (no windowsSection 705.8 C c -k as per
hat enetrations meet requirements of Section 712 Ducts and
Air Transfer Openings Yn Firewall meet requirements of Section 7Q5. 1 1.
Are Fire Barriers used or requi"red? (as r
# 1 2 below. f equire b�T table 3X2.3.2) Yes No- )r If no skip
12. Check Fire arrier f r stnictural stability ty as per Section 7D6.4 -of wall.Openings limited to 25%
Peneiratia s irexnents
enmg size of 120 sq. ft. (unless spnnklered)___ Check that
r s of Section 7 1 2,
the, reauir rnipmt -n .q . r% 1-; n '7 1 1 ---, *-% A Ducts and Air Transfer Openings meet
13.
14.
15.
16*
17.
180
19.
20.
21.
22.
23.
24.
all IV..
Are Shaft Enclosures used or required.? Yes NO
no then skip # 14 below.
Shaft Enclosures meet the requirements of Section 707.
a
Are Fire Partitions used r required? Yes �To�T f "10 then skip # 1 6 below,
and Continuity as per Section 708.4.
Check Fire paritions r S et Aal St�.bility
units that are sp i ed al ed V2 hr. separations versus. I lir.Checkoie that
rim
Peneiratinn� t f �
Dwelling
� - 1 �� A1 1111111ii!!111��
the reau� N 'q ui 3ccuon tiz D le, s and Air Transfer Openings meet
Irem 14 �,
Flare Rated Ce"Iing Panels meet requirements as per Section 711.3.1.,N'
All Penetrations � .
i Fire Resistive Walls andHor�zonta� Assemblies meet the requirements of
ISect*on 712.�j�Fire Resistive
Joni Systems meet the requirements of Section 7 1 3
Doors and Shutters in Fire ResisAssemblies meet the r requaI i ements of Table 715.3 A41w
Fire Doors
are Self Cl.osxn�°'
117 & a
lj � �� ll�uu ws or uiazing conlOrm to Section 715.4 and T�ble 715.4.
Fire and qMnL-fa n.�,,,-,ra.....��,��__.-- -- ., � _ ..
W11D. 4!5eetlon 716.
Fire Blockin� and Draft Stonnina iqQ -rnx;r;ri A �r r..,. CY...�l_ r71 � � ,� _
required at partition line in dwell rr--_b �.. r,�•, r iu.�u G!7 yquil 0CUL1011 / I (Draft Stopping is not
1119 units with combined space Of less th___�._� _an 3 000 Sq. Ft and 0.
reciulred if ion SnTinklelrP11 Ir 7Z
-r_----,�.....� vut.lAldlb' Lu sprinKierea concealed spaces
25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803.
26.
Floor Fznish meets requirements of Section 804. ,�'C
■
i
FIRE PROTECTION SYSTEM
To
2.
3.
4.
5.
Is a Fire Protect' n System r�quzzed far #his burldir�� in order to meet area, height etc. requirements?
it
Yes No If no skiff #2 below.
List the type of system that is required
Other rec�uixem�nts requiring Fire 903-2.1)__.ProtectiSystems (check �f z�e�dedGroup A � s per Section ).
Group E ( s per ,Section 9012.2)�
Group F - I As per Section 903.2.3}
Group Hs { per Section
GroupI er Section 903.2.5)
Grou______
per Section 9032-6)_
"raup K t s der Secfxon 903.2.7Group S-�. As ped Sectinn 9n� 'i R~
Group S-2
AIS Buildii
Ducts coniCammerci�
s per Section 903.2.9)____
gs except R-3 and U (As per Section 903.2.I0)eY�g Hazardous Exhausts (As per Section 903.2.12.1 Cooking Operations (As perSecti903As uer Tahle 9ni � i z V
--If 5prinklers needed as identifed in #3 dist type of s stem reZf Sprinklers rea��irPr� her ��,�r .,-�+�.� .��.�___ � � y quired.
duove, xre .tv�onitors and Alarms p�ov�ded as perS�ciior�3� `?__e& rx
6. If an Alternative utomatie Fzre Extinguishing System is identified doesSectian 904? I mGct the rcquircmcnts of
7. Ari Fire Alarms arec�uired as per Sections 907 or 9aS? Yes N,�belo�v. �' If n�o then skip #8
S. Do �l`r�7'i�iiC' 7Y1PAf 1-�n- � f�
� 1��u1rcrne�.is 1Ysted. in Sect*o�s 947 0� 9�8 A9_ Is smoke eflnirol r���ired?has per Sections 402, 404, 4a5 or 4I4 Yes5ections 909. �' No�610. H
-�' � �,4,�����lziUKe ana neat vents as per Seciiox�s 415.6 and 410.
MEANS OF EGRESS
I .
2.
3.
4.
5.
R.
Min�mum height. of Tas per Section 1003.2.
Any protruding Objects meet the requ7rernen
The accu�ant load shown on pans.
Of Section 1003.3., Y
-L lie occupant goad as per calculated bv Tahlo I nnd i �
Occupant Toad posted in every ass
U 0 .6
embly occupancy �.s p
e�' Secti"on i f]�ld I
If yes, see
9�c5s wia�cn is 1dentzt�ed on plans. N00"---__
7. Egress width meets requirements as calculated per Table 1005.1.
�
S. Multiple means of egress sized so that the I SS of anyone means of egcess shad
available egress capac-
ity to less than 50%of total required. k 1 mot reduce the
9.. Door encroachment does not reduce the required egxess uridth to less than 50% required,,
10. 1'Vleans of egress is illuminated a� per Sect�an 1006,—NO ��
I 1. DIUm��atian emergency power is shown fair means of egress as per Section 1006.3.
�
12. An enclosed exit stairway is sk�o�.vn. Yes 1`�0 if0
13. Enclosed stairway has an area of refu � no, skip # 1 3, # 14 and # I S b.. how.
ge�(as per Sec��or� 1 i�Q7.6) or 1s sprinklered.
14. Area of refuge has 2,way co munications, ir�structions and 1s identified as per Sec��ons 1007-6._)�
1,007,6.4 az�d 1007-6.5. It r n_
1.5. Doan- clear widths are a minimum of 32". Except as allowed by exctat-%iron of Section 1 008.1
1-11
16. Doors swl*inV
ng the direction of travel where serving 50 ,%r more py.
�'
ersons or in a H oecupane. I__,�
17. Specialty doors meet the requirements of 1 008- 1.3.
1 8. All egress doors have a handing on both dFdsides asper Sections 1008- 1.4 and 1 008. 1.5. Xft
19. Thresholds are identified as a maximum of '/2"high for swing doors and '/4." four sliding doors as per
Section 1 008.1.6.
20. Space between iWo dzs less than 4S"(excepi R2&R3 non Type, A units).
2 1 . Locks and latches meet requirements of 1 008. I.8,-
22. Panic hardware is shown at required locations (Section 1008.1.9). �'
.23. Does a stairway exist. Yes- No rf no, skip #24 ihru #28.
24. Stairway doors do not open fiver , stairs
Is.
ar. a
25. Stairv�,rays&minimuili of 44" wide (except where occupant load is 50 or less or as per Sec -tion
26.1Wlaximumznches.�
is 7 and m'nimurn tread zs I I 27. A landing is provi at h top and bottom of each stairwav28. MaxwI41 ql�.; 0MUM Vertica e a landing is 1 2'.
e
29. Handrails are ode ti ed t at eet the requirements of Section 1 009. 11.
to3 0. Eandrails return al etc. or are continuous to next stair handrails
3 1 . Elevation change e of over, 1/20 is designed as a ramp as per Section I
0 1 0:4
32.E
xifi signs are id il
entffled when over 2 doors are required far exitinr:,.__Y__�,_
33. Exit signs are spaced no more than 1 00' apart or to the door. X
34.42" guardirails are shown w1henever a wIking surface is over ��"above grade.IV1/4-
3 5. Any -roof mechanical equipment wishown
thin 10' from edge has aguaxdrai�shown.36. Egress does not ass through inter�r��in g spaces unless the space is accessory to the area served and
the inte�enzng space is not hazardous. ->(
37. If multiple tenant spaces exist, egress from any one does not pass through another. _)Q
3 8. Length of egress travel does not surpass as per Section 1 0 13.3.
3 9. Required egress aisle adjacent to tables shall comply
40. Sp,aceswi with Section 1 0 13.4.2.
-9
with one means of e���
gress meet the following maximum occupancyloads
: '
a. Occupancy A,B,E,F,M & U 50 occ.
b. t7ccupancy H-2, & H-3 3 occ.
C, Oceupancy H-4, H�S, JI_3,
1-4, & R - I a occ,
d. Occupancy S - 30 occ.
4 1. Where two or more exits are required, they are a minimum of V2 the diagonal distance of the s acserved apart or where the space is served by an automat* sprinkler
i1/3.�
P
le Ti r system, thedistance s
V1
42. I�fboiler or furnace rooms over 500 sq. ft. with b us over 40Q,0�00, wo exits arepo ded.43. Refrigeration machinery rooms and refrigerated rooms ver 1000 sq. ft. have two exits. IV
44. 5taoz rntxqn1z of ac, % vilk�
VL3,3 CU-111ply wiLn Section I U 14. 6. 1
45. Exit Access travel distance meets requirements of Table 1 0 1 5.1.
�C
46. Exterior exi balconies constructed in accordance with Section 1 0 1 5. 1 have
distance.,
47. C are rated as per TabIe I p 1 6. I %//1
48. C widths meet requirements of 5ect'an 10 1 6.2. -AA -
49. Corridor dead ends are less tan 2Q' or 50' for sprinklered occupancies B and
50. Cnot used as plenum unless in a tenant space of less than 1Qap sq. ft.
5 1. The minimum number of exits for occupant load meets the followi
1-500 requires 2 exits ��
ng:
50 1 -1Qua requires 3 exits
More than 1 000 requires 4 exits
1 007 added to their travel
5?. Buildings with one exit meet the requirements of Section and Table 1 0 18.2.
53. Interiar stalmells required as
means of egress me t the requirements of Section 1 0 1 9. ,,�I
54. Space under stairs is identified as 1 -hour rated.
55. Exie:rior ramps or stairs are open on side and have a mm
�11 01,le si UUMUM of 35 sq.. ft. of oen sace not des
than 42'' above any floor level. /�/'` � p s
56. Exterior ramps and stairways are, protected from the inside of buildin57 Exterior 1g as per Section 1022-6,
stairways aid ,- linesps are over 10' from Inand other buildergs on the
58. Egress coufts meet the requirements of Section 1 021,15.
59. Assembly occupancies meet the rcillek-m
e'rentiQ of Section
1024. VIA
60. WM'dow egress or better is provided
in every sleeping room and any habitable basement,
6 1. Vestibule 'is provided as er Section 802.3 6 of theIn�erna�ional0
P h.. Conservation Cade.v
ACCESSIBLITY
2.
3.
4,
5.
60
7.
0
9.
11.
12.
13.
140
An accessible route connects all accessible buildings, accessible facilities, accessible elements
accessible spaces and the public riaht-of-wav(exce t as
tD excepted by Section H Q4}.M07i5�P&I N P I
In addition to the required accessible entrances 50% of allubli f -N d,
P e entrances CLI ceessl le.
Accessible parking is provided as per Table 1 106,1. -6
1 0% of hospital Out patient parking is accessible and 24°/4 of rehab or physical therapy. -
Van spaces are pravided.(one out of six and any portion)
Accessible paringis provided on shortest route from accessible Parking to the accessible
building entrance,
Group I occupancies meet accessibility requirements as set forth
in Seciion 1 1 07.5. Group R-1 occupanc ancien meet the requirementS of Sectzon 0and Table 11 07- 6. 1. I .
Where 4 or more a aftment units one e,Iev%WI�own. h or condos are located in one structure,,
all units are designed as Type B units aser ICC/ANSIP
unless on a upper level without
elevator service
V►Th.ere more than. 20 apartment unit, one level town homes or condos are locate '
0/ir
proj ect,, 0
but not less than one are designers as Type A Un i ts as. per ICCIANSI 11.7.1.
Wheelchair spaces (and companion seat arl er Section 1 1 08.2.5) are pr�avided'i'n Assembly
0 c cup ancie s as per Table I 1�DB.Z.Z.I,IV
Assistz-.re 19
systems are PrOVIcle(I in Assembly occUpancies where audible
Cullnnumcauoias are Yntegral fia the use Of the space.
) Any Assembly occupancy performance area has an accessible route a per Section 1 1 08.2.8.
Any dining area in an assembly Occu�aancy laq fully r-jp nooc4-kie.
1 a. J141j,0
Self service storage facilities shall provide accessible spaces as per Section .1 108.3.
0 M 'a
1 6. Toilet and bathing facilities are accessible(unless in a private office)as per $6& 1A
1 7. Unisex toilets and bathing rooms are supplied as"per Section 11 09.2. 1 ion I 10 92
1 8. Where sinks arepravi�ed, 5Vr��.t00"zs
not less than I is accessible.�_
19. Where a kitchen or kitchenette provided,Yt20. Storage cabinetst
is accessible le(unless in Type B dwelling),
a
lockers, etc. one of each ype is accessible as per Section, 1 1 09-8. A,14
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1. Attic ven
tilatiOn exists that is 1/1 50 of the floor spat or 1/300 witi-I vfl-V%or barrier.
2. 50% of the attic ventilat 0 'lid
n Ion is 3 ft, above eaves.
--�-//A
.3. Crawl space ventilation compl*
les with Section 1203-3. 6Z44A-jv iC.� A I kiiiiii IIIIIIIIIIIIIIIIIIIIIililllllllllI
4. Natural ventilation �windows doors, louvers eft.}
is a mimmum of 4% of floor space. MV564-
I
I
5, Interior spaces that da not have open' directly to outside meet r� u�re�7n� a � °�requirements of Section
70
8.
9.
10.
III,
12.
13.
14.
4.L +.S ul ,��,a� u
�G �Il�nanically vented.�.�
Natural or A_rtificlal 11,crht is provided that meets the req
uir ends of Section 1205
,
courts shall meet the requirements of Section �2��.3,
Dwellings party wads and floors meet the requirements of Section 1207.
All habI LZ bIe rooms shah ba minimum of 7' w'
rde, and a mzrumurn of 7Q sq. ft. in area.
Dweiiing umts(except Section 12D8.4 efficient units) have one habitable roam of 120 s
All cezlings are a minimum of 7"6"" with no more, than I /3 at 7)A" q
Attics and Brawl spaces have access openings as per Section 1,209.
An energy review has been submztied that meets the requirements of the Intemational conservation code. -ft �1?
h
EXTERIOR WALLS AND ROOFS
Exterior mall vapor retarder provided unless ar�o#.her apProved means to avoid condensation and
leakage has been provided.-->
0
2. Nater resistant barrier shown on sheathing as per Section 14Q2.2, �
3 . MasoEiy veneer is flashed at bom and has weep holes.
40, Masonry veneer shad be mechanically attached as per Section 1405-.5.
5. Stone Veneer is anchored as per Section 1405.6.
�
6. Sidings shall be applied as per Seciian 1405.�`
7. Fire separation distance for combustible veneers(siding) meet that of Table IQr6j2-1.2.1
S. Ba�can1es Thai protrude sha�� meet the requirement of Table 601 forfloors.
9. Metal Composite Materials(MCM) shall meet the, requirements of Section 140,7F.
10 Roof cover*
ngs meet the requirements of Table 1505. 1.
11. Double under ment is provided in asphalt roofs ofs vrvit�. mi
4 : 12 slave..14,1[A--- rumum nope of 2:12 up to and including a
A ! ■
TT
12. An ice dam membrane (one cont'
nuvus sheet or two sheep cemented to2ether'
provided from the goof edge to 24" inside of the inside of the ex�eriox wall,
/t)
13. Drip edge metal isProvided al�ng all roof edge^_'(
14. Metal roofs meet the requirements of Section 1507.4. IVIA .
� .
1:) • built-up roods meei the requirements of Section 1507.10.
16. SPly Plastic Roofing meei req�.�iremenis of Sectior� 15 0 7. J
1 7. A11 other Loafing types meet the requirements of Section 1507,
IS. Bu"'Idings with roof drains have drains des ned and sized ed as per
STRUCTURAL DESIGN AND SpECIAL INSPECTIONS
1.
2.
3.
r all asphalt roofs is
1507.13.
UPC 1105.0.
Structural Use Group (as per Fable 16p4.5)
Structural documents for light frame wood buildings as per chapter 23
loads, ground snow ��ad, basis wind speed,
class.
A 11 ix_
include floor roof and live
wind exposure, seismic design category and site
F airs cxuepi as aescribed in #1 above qha1l ti,A
C.
Floor dive load including any reductions. "
Roof dive Ioad as per Section 1607.1 J.x__
Roof Snow load., including the flab roof snow load,,
load inipartal-1ce factor and the thermal factor. Y/
the snow exposure factor:,,. the snow
ii.v✓r T.1.�
6.
Bathrooms
contauaing
h.9thfi)_kq
'Qhnianarc _
70
8.
9.
10.
III,
12.
13.
14.
4.L +.S ul ,��,a� u
�G �Il�nanically vented.�.�
Natural or A_rtificlal 11,crht is provided that meets the req
uir ends of Section 1205
,
courts shall meet the requirements of Section �2��.3,
Dwellings party wads and floors meet the requirements of Section 1207.
All habI LZ bIe rooms shah ba minimum of 7' w'
rde, and a mzrumurn of 7Q sq. ft. in area.
Dweiiing umts(except Section 12D8.4 efficient units) have one habitable roam of 120 s
All cezlings are a minimum of 7"6"" with no more, than I /3 at 7)A" q
Attics and Brawl spaces have access openings as per Section 1,209.
An energy review has been submztied that meets the requirements of the Intemational conservation code. -ft �1?
h
EXTERIOR WALLS AND ROOFS
Exterior mall vapor retarder provided unless ar�o#.her apProved means to avoid condensation and
leakage has been provided.-->
0
2. Nater resistant barrier shown on sheathing as per Section 14Q2.2, �
3 . MasoEiy veneer is flashed at bom and has weep holes.
40, Masonry veneer shad be mechanically attached as per Section 1405-.5.
5. Stone Veneer is anchored as per Section 1405.6.
�
6. Sidings shall be applied as per Seciian 1405.�`
7. Fire separation distance for combustible veneers(siding) meet that of Table IQr6j2-1.2.1
S. Ba�can1es Thai protrude sha�� meet the requirement of Table 601 forfloors.
9. Metal Composite Materials(MCM) shall meet the, requirements of Section 140,7F.
10 Roof cover*
ngs meet the requirements of Table 1505. 1.
11. Double under ment is provided in asphalt roofs ofs vrvit�. mi
4 : 12 slave..14,1[A--- rumum nope of 2:12 up to and including a
A ! ■
TT
12. An ice dam membrane (one cont'
nuvus sheet or two sheep cemented to2ether'
provided from the goof edge to 24" inside of the inside of the ex�eriox wall,
/t)
13. Drip edge metal isProvided al�ng all roof edge^_'(
14. Metal roofs meet the requirements of Section 1507.4. IVIA .
� .
1:) • built-up roods meei the requirements of Section 1507.10.
16. SPly Plastic Roofing meei req�.�iremenis of Sectior� 15 0 7. J
1 7. A11 other Loafing types meet the requirements of Section 1507,
IS. Bu"'Idings with roof drains have drains des ned and sized ed as per
STRUCTURAL DESIGN AND SpECIAL INSPECTIONS
1.
2.
3.
r all asphalt roofs is
1507.13.
UPC 1105.0.
Structural Use Group (as per Fable 16p4.5)
Structural documents for light frame wood buildings as per chapter 23
loads, ground snow ��ad, basis wind speed,
class.
A 11 ix_
include floor roof and live
wind exposure, seismic design category and site
F airs cxuepi as aescribed in #1 above qha1l ti,A
C.
Floor dive load including any reductions. "
Roof dive Ioad as per Section 1607.1 J.x__
Roof Snow load., including the flab roof snow load,,
load inipartal-1ce factor and the thermal factor. Y/
the snow exposure factor:,,. the snow
I
It
4
NO
d. Wind design data, including basic end speed, wind imporiance factor ,with building
category, wind exposure, appl'cabie intinternalpressure coefficient and the design v��.nd
wind
pressure used for the des
Ign of components and cladding.
e. Eairthquak-e design data including seismic importance factor, seismic use group, mapped
spectral response accelerations, site class, spectral response coefficients, seismic design
category, basic se�smic-force-xesxsting systems, des4m base sheer, seismic response
coefficients,, response modification factors and the ana 'sis procedure used. `v
4. Flood zone is identiffied(if in flood zone see Section 16031 . 1.6)
5. Des'
.gn of floor I've I ads in, access of 50 lbs per sq. ft, also identif�7 that -signs must be posted as per
Section 1603.31,
___ _ _i __ _ .Y • ._ ,
--• ��-����� �.�316ii ��.lC�.ld��ul,N meetmg r,ne requirements of chapter 16 have been provided. _
7. Architectural,, mechanical and electrical c162 1. A/01 CO. P omponenis meet the seismic requirements of Section
S. Where special fabrication (usually steel) is performe ff sight, the fabxicatc�r has provided a
certificate of compliance as per Section 1704,22....,
9. Special inspections are identified for welding. )L/Jr4X�
. - 11
10 . Special inspections are identified for high stre
nA bolting.—N/A
1 -1
1 I . Special ins ecfio�zs are identified for concrete consiruction except as excl did by Section
1704.4.
9/4
12. Special Inspection are identified for masonry as per Section 1704.5.
13. Special inspections are xdentif ed for fills greater than 12" deep where 'load �s applied.
I4. Special inspections are id "fled
for a,�l pier and pike foundations.
15. Special inspections are identified for sprayed an fire resistance �pheations.
16. Special inspections are IP for smoke control systems*
I7. Quality, assurance plan fog' seismic re:�ifitanr� i� r�rnz�;�A� (av.nn+ ��,. a�,,..��.---- -
18.
19.
i� r; � � {���. �4syvs
1V1 uu�t,�.[i ligI1L iF�T],f: c`�.S per
chapter 23 �8 or reinforced masonry less khan 25 feet high}
Special inspections are provided for seismic force resistingms, �r
Struetpral observations as per Section 1709 are identified dor structures in i�ismiIll. A-11 how- c Use Groups 11 or
.2 0. Truss
etails provided or noted is be provided prior to frame inspectionOIL
SAILS AND FOUNDATIONS
1.
a.
3.
410
5.
6.
7.
10.
110
Allowable soil foundation bearing pressure (as per Table 18+D4.2). 1.5�0
A soil investigat*on is required per the requirements of Section I802.2 where questionable soils
such as fill materials, organic soils, clays or quest�on�.ble rock s�raia exist. Do any of these
cond7tions exist? Yes No
>( If yes, are the necessary sail reports provided? Yes No
Grading is a minimum of 2°lo for concrete or asphalt surfaces o� S°/a r natural surface.
Information provided as per Section 18433.5 for any stxuctural fill.
Footings (except for 1 story category I buildings no bigger than 44Q sq. ft.) are 36"' below grade
for frost Protection.
Buildings on or adjacent to greater than 31I slopes meet requirements of Section 1805.3,
Top of foundationis a minimum o� ��" above the adjacent street gutter (unless a drainage pjaih is
identified and approved by the building officxal),y1�
Footings designed so that the allowable bearing capacity of the soil is not exceeded. �
Foundation meets the requYreme�,ts of Section 1805.5 ��nclud�ng tables 1805.5).
�
Except for Croup R and U occupancies of light framed construction of seismic design I] and less
than 3 stories in hieght, concrete is a minimum of 3000 p.s.i,,, `
Retal-nirig walls are designed with a laterad sliding and overturning factor of safely of 1.5.
JI)I4.
4
Ii
12. Foundation drainage system or water -proofing (Section 1807-3) is provided where water table
warrants.`
13. D ng shown under nabs as per Section 18-07.2.1
14. Dcmproofing Shawn for foundation walls.
15's Mmum of 4"" of gravel is shown under all slabs.
16. Foundation in is installed -(excin we��-drained gravel areas) as per Section 1807.4.2 and
1807-4.3.
17. Piles meet requirements of Section 18 0 8, 18 0 9, 18 10 and 18 11.
-
1 S. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812.
��
CONCRETE and MASONRY
1. Construction documents show compressive strength of concrete, strength or grade Q�re�nforcem.ent
and the size and location of reinforcement,, -X,
2. Structures assigned to Seismic Design Category Dcontain a statement identifying if slab -on -grade i's
'A " A
3.
4-P
5.
6.
7.
8.
d sLrucLurai aiap.nragm. x
Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the
requirements of Section 1904.2.2 and Tables 1904.2.2 (1) and 1904.2,2(2). �
Masonry construction documents identify size, grade, hype and location of reinforcement, anchors
and wall ties as per Section. 2101.3.
Masonry fireplaces have minimum 12" thick footings that are 6" wider than masonry.
Masonry fireplaces have seismic reinforcement and anchors as per Section 2111.
�
masonry fireplaces meet design requx�ements of Section2111 an fable 211141,
Masonry chimneys shall meet requirements of Seetion 2113
.. � 1�-
1. Trus s drawings identify requirements as per Section 23 03.4. 1._A . aft
2. Joist layout plans are provided. �.' Fngzneered products have computer layout. ---�
3. Floor and roof sheathing meets requirements of Section 2304.7',
4. Comect*ons and fastening meet the requirements of Table 23 04.9. x..
5. Fasteners in preservative treated wood are hot -dipped zinc coated galvanized steel, stainless steel,
'0
silicon bronze or copper. )<e
6. Wood framing members above foundations are 8" (min.) above sail. >�_
7. Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3 A for unblocked. >["
S. Shear wall aspect radios meet the requirements of Table 2305.3.3. '
9. Shear wall design meets requirements of Section 2305.3._X"_
GLAZING
I . Glazing in pool, saLina, hot tub, steam roam, bathtub or shower enclosures {unless o��er 6Q" above
sianding surface} is safety glazing as peer Section 24�0�.�
2. Glazing within 24"of door (unless over 60" ,above standing surface) is safety glazing as per Section
2406. )C
3. Cxlazing greater than. 9 sq. ft., bottom bel ow 18 fop above 3 6" and 3 6" from vvalkzng surface i s
safely glazing as per Secti"on 2406.--90
4. Glazing in guards and rails is safety glazing as per Section.2406.4/L40-
5.
Glazing next to stairways, landings and ramp s (unless over 6D" above standing surface) is safety
glazing as per Section 2406.
MISC.
� . Number of plumbing fixtures shah meet the requirements of Table 29Q2. I
2. Separate toilet facilities are provided for spaces with 16 or mare employees, or combination of
employees and customers (except for mercantile occupancy ��r�th occupancy of 5� or less) -__v
3. Public toilet faciEt"
Yes are provided as per Section 2902.6. �
4. Elevators meed the. requirements of Chapter 30.—A
�
S. Pedestrian walkways meet the requirements of Section 3144. E
6. Awnings and canopies meet the requirements of Secti n 3105,
�
7• Marquees meet the requirements of Sectio
n '106.
S. SwL'=Iing pool enclosures and safety devices rr�eei the requirementW Section 31G9,
9. Protection for pedestrians meets the requirements of Section 3306. 10.
Existing struciures meet die rye uirements of34--WjAI�
q Chapter