HomeMy WebLinkAboutCHECKLIST - 06-00148 & 149 - Health Education & Business Development Center - Site PlanPlan Checklist for the 2003 International Building Code
Name of Project:_ IVTO& 0, o 0> /d/ 9
USE AND OCCUPANCY
1. Classification as per S ectim ons 3 02. 1 & 3 0 thou 3 12 � , g- 14
2. Incidental use areas see Table 3 02. 1.1
3 . Identify if mixed occupancy exists, Yesz?coar No If no then skip #3 below.
Accessory Space X10% or underl
-X—
Nanseparated Mixed Orccupancy as per S ection � 02.3. I- sotv�
Separated Mixed Occupancy as per Table 302.-.J I dentify on plans Fire Barrier Walls and/or
Horizontal Assemblies including the rating I
3. If Assembly Occupancy exists, "is it 75O sq. #- ft. or less as per Section 3Q3.1 or Tess than 50 occupants
as per Section 3 D3. 1. r D`
4. Covered Malls, see SectionrOy. AlriurnS �PP qeotin-n ana TTr,A�,n,.n,,,�.a _
Motor Vehicle Occup cie , s e
see Section 40$. Mo 1 n is ire r
section 414. Speci m se e B
Section 412. Com us i e for e ;
occupancies see
see Section 417.
HEIGHT AND AREA
a
C�
e, ���u%,16l"�.1lu �ullui���s ice 3eciXon UVJ.
tion 4a6. Y--2 occupancies see Section 407. I-3 occupancies
J, ectian Rooms see lection 409. Stages and Platforms see
dld�ngs see Section 41.1. Aircraft Related occupancies see
ee Section 413.. Hazardous Materials see Section,414. H -
cation of Flammable Finishes see Section 4160 Drvi n � R �nt,, c
Organi'O'Coafings dee Section 418.
X . Area, First Floor,Second Floor �2 ;� ,Third Floor /�
2. Area meets requirements as per Table 503.(Basements need not be included as per Section
503.1. 1) des �' No �/�}� ��NIC��e.S
3 • Height meets requirements as per Table 503. Yes"%4e No
4. Buildings an same Lot? Yes No � If no then skip #5 below.
5. Regulated as Separate or Regulated as one Building as per Section 503.1.3
6. Height modified as per Sectian 504-. Yes � No If yes , sprxr�klers are requ�re�.
7. Area modified as per Section X06. Yes No If yes use the area provided below to
calculate increase.
�Jlz- � . j via � � �` � ?, �a o
Total Area Allowed after Increase � 7424�9 `� area shown on Plans—/
S. Zero Lot Line Buildings see Sec 'on 7a5.
Buildings see Section 507. etlwl
For Mezzanines see Section 545. UnII'mited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
Identify the Type of Construction as per Section 602
Z- Check allowable material for T ype Z and II buildin s as per Section 603�
-3. Table 601 - Identify Building Element Ratings
4. Table HOZ - Identify the Fire Resistance Ratings of Exterior Walls
So Check Openings in Exierior �]Va11s for compliance with Table 704.$.(If sprinklered, see Section
704.8. 1 ) z `
6 • Projections meet requirements of 5 ectxon 704.2
7, Check for window vertical exposure from roof below as per Section 7(]4. 1 Q
8. Check that Parapets ars not re d as per Section 704. 11 '><
9. Are Firewalls used or r4vulre NaIf no, ship #10 below.
1(3. Check Firewalls four St dux z ty Fire Resistance Rating as per Table 705.4
Made of Noncombush 1 t I s(� kept Type V) Horizontal Continuity Vertical
Continuity, Co e li n Xt. rior 'galls as per Section 705.5.1 Extend to
Horizontal Projcct1-n,'g-'f Al e r Section 705.5.2 openings (no windows) as per
Section 705.8 he Pen trations meet requirements of Section 7l2 Ducts and
Air Transfer Openin sin i e all meet requirements of Section 705.11.
11. Are Fire B arriers used or required? has required by table 302.3.2) Yes Np If no skip
# 12 below.
IP
12. Check Fire Barrie s r ural stability as per Section 706.4. openings limited to 25%
of wall. M i u ing size of 120 sq. ft. sunless sprinklered) Chick that
Penetrations m e he e uX ements of Secii�n 7I2. Ducts and Air Transfer Openings meet
+1-h0 1+on y � � «�.c�w .. J�... _ � _ t rl 9 A � n . r
13.
14.
15.
1.6.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
I %wiecit aem tN uo', / j2. ana'/ 115.
Are Shaft Enclosures used or required.? Yes No
If no theme skip # I A lick 1Uw.
Shaft Enclosures meet the requirements of Section 707op,
Are Firs Partitions used or requir d? Yes NoIf no then skip # 16 below.
Check Fire Partitions for S c r. bility and Contanuo'
iy as pex Section 708.4. Dwell,ing
units that are sprinkiered 10 2 hr. separations versus 1 hr. Check khat
Penetrations meet the r q r em n o Section 7,12. Ducts and. Air Transfer Openings meet
the requirements of cti n 7 2 d 16.
Fire Rated Ceiling ane1s meet regrairements as per Section 7113. 1.�,I�
All Penetratio in Fere Resistive Falls and FIorizontal Assemblies meet the requirements of
lection 7-12.
Fire Resistive faint Systems meet the requirements of Section 713.
Doors and Shutters in Fire ResistiypAssemblo'es meet the requirements of Table 715.3.
Fire Doors are Self Closing,__Fire 'Windowvs or Glazing conform to Section 715.4 and T ble 715.4.
Fire end Smoke Dampers conform with Section 716.
-4
n
Firs Blocking and Draft Stopping is provided as per Section 717 WADraft. Stopping is not
required at partition line in dwelling units with combined space of fess than 3000 Sq. Ft and not
required if in sprinklered building with sprialered cocealed paces)
Wall and Ceiling Finishes meet the requirements of Table 8a3.5 and Section 803. moi'
Floor F1'nl*sh mets requirements of Section 804,
FIRE PROTECTION SYSTEM
1. Is a Fire Protection System required for this building in order to meet area, height etc. requirements?
-1
Yes No If no skip 92 below.
2. Lisp t e type of system that is required ;0!� 1
�.
Other f quirements requiring Fire protection Systems (check if needed):
Ciro p A AAs per Section 903.2. 1)
Gro p E AAs per Section 903.2.2)
Gro p F-1 AAs per Section 903,2.3)_
Grotp H AAs per Section 903.2.4)
Gro p I (As per Section 9D3.2.5)
Gr up M AAs per Section 903.2.6)___
Gr up R AAs per Secti"on 903.x.7)
Gr up S- 1 (Asper Section 903.2.8)
G up S-2 (Asper Section 90-').2.9)___
A 1 Buildings except R-3 and U AAs per Section 903.2, 1 p) "X
:Ducts conveying Hazardous Exhausts AAs per Section 903.2.12. � )
Commercial Cooking 0per tions (As per Section 903.2..12.2)��L
As per Table 903.2.13 ���.
i -f Sprinklers needed �.s identified in #3 list type of system required.
If Sprinklers reni,;red by any of theabove, ,�,re Monitors and Alarms provided as per Section
903.47
�1 all L716ernat1ve C1uLQ�i'�.1 C Fire, F',Xff 11 �l li �' 1'11 Yl Cr �'[rctAm ; rz ; r7 v.�4� �:...-y .a .-..�... t
Section 904?
meet
-—..----_�µ1�1{Alll� �7,' .7Ll.li1 1,, �uQllz,�xUu, uuC� � meei ane requirements of
Are Fire Alarm's'P, - required as per Sections 9U7 or 90$? YeswvY, No if nn then skip #g
below.
Do Alarms meet the requirements 11sted in Sections 907 or 90VAIr
_
T c, smoke control re�u�red?�(as per �eciions 4Q�, ��4, 4�5 or 4I Q� yes No
Sections 909.
10 - H may require smoke and heat vents as per Sections 4 15.6 and 4 1 0.—AJIX
MEANS
OF EGRESS
7 - Minimum height of 7'as per Section 1003.2.
�
2. ,Any protruding objects meet the requirements of Section 1003.3. JAIIA
3. The occur ant load qhnwn n -n nlar,c. x'
If yes,
, see
4. The occupant load as per calculated by Table 1X04.1.2.
5. Occupant load posted in every assembly occupancy as per Section 1004.3. ! a 1
4;�"
6. Egress Width is identified an plans. K
7. Egress width mets requirements as calculated per Table 1005. 1
. #oVo
g. Multiple means of egress sized so that the doss of any one means of egress shall not reduce the
available egress capacity to less than 50% of total required.
9. Door encroachment does not reduce the required egress width to fess than 50% required.
10. Means of egress isi'lluminated aser Sectionp 1006.��,�
1 1. Illumination emergency power is shown for means of egress as per Section 1006.3. 1(��
12. An enclosed exit stairway is shown. Yes No i f no ship # 13, # 14 and # 15 below.
i 3. Enclosed stairway has an area Qfrefiuge(as per Section 14Q7.6)�A
14.. Area of refuge has 2 -way communications instructi
ons and is �dent�fied as per Sections 1007.6.3
}
1 QQ7.6.4 and 1007.6.5. _ �—�00VO
15. Door clear widths are a minimums of ;2". Except as allowed by exception of Section 100 8. 1. 1.
16. Doors swing in the direction of travel where serving 50 or more persons or in a occupancy.
17. Specialty doors meei x_
the requirements of 1008-1.3.
18. AIS egress doors have a landing on both sides as per Sections 10 0 $.1.4 and 100 8. 1. 5.
19. Thresholds are identifil d as a maximum of %2" high, for swim doors and 3/4" for sliding doors as per
Section 1008.1.6.
20. Space between. two doors is less, than 48(except R2&R3 nen Type A units).�
21. Locks and latches meet requirements of 1008.1.8.
22. Panic hardware is shown at rqquired locations (Section 1008. I.9).
23. Does a stairway exist. Yes No If no, skip #24 thru #28.
24. Stairway doors do not open over stairs,
Z5. Stairways are a minimum of 44"wide(except where occupant load is SO or less or as per Section
100-9. 1) dP
26. Maximum riser is 7 inches and minimum tread is 1 I inches. -K -
27.
A landing is provided at the top and bottom of each stairway, '>C
28. Maximum vertical rise without a landing is
29. Handrails are identified that meet the requirements of Section 1409.11.
30. Handrails reiurn to wall, etc. or are continuous to next stair handrails -K
3 1. Elevation change of over 11Z0 is designed as a ramp as per Section 1010
32. Exit signs are identified when over 2 doors are required for exiting,
- Akb!
33. Exit signs are spaced no more than 100' apart or to the door.
34. 42" guardrails are shown whenever a waking surface is over 3'b" above grade.
3 5. Any roof mechanical equipment within 10' from edge has a guardrail shown.
36. Egress does not pass through intervening spaces unless the space is accessory to the area served andthe intervening space is not hazardous.
)<
37. If multiple tenant spaces exist, egress from anyone does not pass through another.
3 $. Length of gammon egress travel does not surpass requirements as per Section 10 13.3. X'
3 9. Required egress aisle adjacent to tables shall comply with Section 1013.4.2.�
40• Spaces with one means of egress meet the following maximum occupancy loads:1,,__
a, Occupancy A,B,E,Fm & U - 50 occ.
b. occupancy H-1, H-2, & H-3 - 3 occ.
C. Occupancy H-4,,, H-5 � I - X: Y --3 I-4, & R - 10 occ.
d. [occupancy S - 30 occ.
41. Whcre two or more exits are required, they are a minimum of the diagonal distance of the space
served mart or where the space 'i's served by an automatic sprinkler system, the distance i
4P_X
42. If boiler car furnacerooms over 54Q sq, ft. with b us over 400,000 , two exits are provided-.jXA__
43. Refrigeration machinery rooms and refrigerated rooms ver 1000 sq. ft. have Wo exits. Al
1
4,4. Stage means of egress comply with Section 10 14.6.LON
45. Exit. Access travel distance .meets requirements of Table 1015. 1.
�
46. Exterior exit alconies constructed in accordance with Section 10 15. 1 -have 1 added to their travel
distance.
47. Corridors are rated as per Table 10 16. 1
48. Corridor widths meet requirements of Section 1016.2.
49• Corridor dead ends are less tan 20' or 5d' for sprinkle red occupancies B and F.
>(
SD. Corridor not used as plenum unJess in a tenant space of I e s s than 10 00 sq, ft. �~
5 1. The minimum number of exits for occupant toad meets the fo Rowing:
1-5[}0 requires 2 exits 40" V
501-1000 requires 3 exits
More than 1000 requires 4 exits
52. Buildings with one exit meet the requirements of Section and Table 1019 .2. _ � %F"
�,-
�3. Interior stairwells required as a means of egress meet the, requir meats of Section 10 1919 <'
54, Space under stairs is identified as 1 -hour rated. �Wgr S'Tw 9*,(eJ
55. Exterior ramps or stairs are open an one side and have a minimum
Iof 35 sq, ft. of open spare not less
than 42'' above any floor level.-
56.
Exterior ramps and stairways are protected from the inside of building asP er Section 1022.6.
57. Exterior balconies, stairways and ramps are over 10' from 1 Int lines arzd oilier buildings on the lot.-Okoo'o
5 8. Egress courts meet the requirements of S�ctran 1Q23.S./�
JL
59. Assembly occupancies meet the requirements of �eciion I V24.
60. Window egxess or better i s provided 'in every seeping rooms and any habitable basement.
61. Vestibule is provided as per Section 802.3.6 of the Intemational Energy Conservation Cc
ACCESSIBUTY
I .
z.
3.
4.
5.
31
7.
E1611.
9.
1 1.
12.
]3.
14.
15.
16.
17.
18.
19.
20.
An accessible mute connects all accessible buildings, accessible facilities., accessible elements,
accessibly spaces and the public right-of-wav(except as excepted by Section 1 ] 04).��
In addition to the required accessible entrances, S0% of alIpublic entrances are accessible. >4'
Accie s s ible parking i s provided as per Table 1106 . 1._P0169 oti S'I 7ZE� 49VI 6'W
10% of hospital out patient parking is accessible and 20% of rehab or physical therapy.fijA_
Van spaces areprovided.(one out of six and any porfiion)_
Accessible parking Ys provided on shortest route from accessible parking to the accessible
building entrance.
Group I occupancies meet accessibility requirements as set forth in Section 1107.5.
Group R - I occupancies meet the requirements of S ectla on 1107.6 and Table 1107.6. 1. 1.
Where 4 or more apartment units, one level town homes or condos ars loc-cateci ;n one qtr,jot„rP
i) Pi S f
94VIV
all units are designed s Type B units as per ICCl11NSI 117.1 unless on a upper level without
elevator service.
Where more than 0 apartment unit, one Level town homes or condos are located in a project, 2%
but not Less than one are designed as Type A units as per IC C/AN S I 117. 1. Wheelchair spaces (and companion seat as per Section 1 10 8.2.5) are provided in Assembly
Occupancies as per Table 1108.111 . )(
Assistive listening systems are provided in Assembly occupancies where audible
cammunicativ�as are integral to the use of the space, P//4-
0
Any Assembly oceupanc� performance area his an accessible rout as per Section � I O$.�.$/���/,2
.Any dning area in an Assembly Occupancv. is fully accessible.,/
"W
Self service storage facilities shall provide accessible spaces as per Section 1 108.3.
Toilet and bathing facRities ars accessible(unless in a private �ffice�as per Section � 109.2._V_
Unisex toilets and bathing rooms are supplied as per Section 1109.2.1
.�
Where sinus are provided, 5 %, but. not less than 1 is accessible.�
Where a kitchen or kitchenette :s provided, it is accessible (unless in Type F3 dwelling}, lvald9
Storage cabinets, lockers, etc. one of each t
ype is accessible as per Section 1109.8.
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1. Attic ventilation exists that is 1/ 15 0 of the flo or spy e or 113 00 witl
2. S�D% of the attic ventilation is 3 ft. above eaves. ��
3.
Crawl space ventilation complies with Section 1203.3,"7�
4. Naiur
a� ventllailon �w�nd�ws, doors, louvers etc.} is a minimum of
9
Vc�. Cid' barrier.p-1411�
4% of flooir space.,"/
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
Interior spaces that do not have openings directly to outside meet requirements of Section
1203.4. I.W
Bathrooms containing bathtubs, showers or spas are mechanically vented.
Natural or Artificial dight is provided that,. meets the requir mems of Sect-Ion''
1205.
Courts shah meet the requirements of Section '1 06.3
Dwellings partywalls and floors meet the requirements of Section 12Q7.
All habitable rooms shall be a minimum v ��
f 7 v�alde, and a minimum of 70 sq, ft. in area.&�
Dwelling units(except section 12Q8.4 efficient units) have one habitable .room of 120 sq. ft.
All ceilings are a minimum of 76" with no more than 113 at 7'0".__,v
Attics and crawl spaces have access openings as per Section 1209.
An energy review has been submitted thatmeets the requirements of the International Energy
conservation code.
EXTERIOR WALLS AND ROOFS
1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensaiion and
leakage his been provided. i0
2. Water resistant barrier shown an sheathing as per Chapter 14. -W -OV
3. Masonry veneer is flashed at bottom and has weep holes as per Section 1405.3.2.-P�e)IEZQ
4. Masonry veneer shall be mechanically attached as r Section 1405-5.
S. Stone Veneer is anchored as per Section I405.6. ���-
6. Sidings shall be applied as per Section 1405.
7. Fire separation distance for combustible veneers (siding) meet that of Table 1406.2.1.2. �
S. Balconies that protrude shall meet the requirement of Table 601 for floors.
9. Metal Composite Materials(MCM) shah meet the requirements of Section 1407.
10. Roof coverings meet the requirements of Fable 15 Q 5. 1.
I I. Double underl meat is provided in asphalt roofs with minimums scope of 2:12 up to and including a
4:12 slope..
12. An tee dam membrane done continuous sheet or two sheet cemented together} fl -r all as halt roofs is
provided from the roof edge to 24" inside of the inside of the exterior wall.-A?�
13. Drip edge metal is provided, alon all roof ed e.
g � _•c
--
14. Metal roofs meet the requirements of Section 1507.4.
15. Built-up roofs meet the requzxements of Section 15 0 7. 10. Yp
16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1,507.1
3�C
17, All other roofing types meet the x�equxrements of Section 1507._;r
18. Buildings with roof drains have drains designed and sized as per UPC 1105.0. oobw
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1.
2.
Structural Use Group (as per Table 1604.5)
�
Structural documents for light frame woad buildings as per chapter 23
include floor roof and live
lc�ac�s,
grouna snow load,basic wind speed, wind exposure, seismic design category and site
r�nr+r,
3. X11 plans except as described in 41 above shall include the following:
a. Floor live load including any reductions.
b. Roof live load as per Section 1607.11 . 4
(-
C. Roof Snow load,. including the flat Loaf snow load, the snow exposure factor, the snow
load importance factor and the thermal factor.
d. Wind design dada, including basic wind speed, wind importance factor with building
category, wind exposure, applicable internal pressure coefficient and the design wind
pressure used for the design of components and cladding.
-A"10
e- Earthquake design data including seismic importance factor, seismic use group., mapped
spectral response accelerations, site class, spectral response coefficients, seismic design
category, basic seismic-farce-resisting systems, design base shear, seismic response
coefficients, response modification factors and the analysis procedure used.�C'
4. Flood zine is identified(if in flood zone see Section 1603.1.6). hJ'�r-OD
5. Design of floor live loads in access of 50 lbs per sq. ft. also identify that signs must be pasted as per
Section 1.603.3. V
6. Structural design calculations meeting the requirements of chapter 16 have been provided. luvrep
.. ,,��uj�.�, ��a��;��allludl anu eieciricai components meet the se�sm�c requirements of Section
162 1.�
S. Where special fabrication (usually steel) is performed off sight, the fabricator has provided a
certificate of compliance as per Section 1704.2.2.� ti-�►,�
9;.. Special 'inspections are identified for . weldin� �
g�
10. Special inspections are identified for high strength bolting.-
I I . Special inspections are identified for concrete cons ruction except as excluded by Section
1704.4.A(��--
1.2. Special inspection are identified for masonry as per Section 1704.5.�°'�
13. Special inspections are identified for fillsreatergthan 12" deep wherc a loadis applied.-PoTeo
14. Special inspections are identified for all pier and pile foundations. 15. Special inspections are identified dor sprayed on fire resistance applications. �%�
16. Special inspections are �dentif�ed for smoke conirolsystems.
17. Quality assuranceplan far seismic resistance �s provided (exce t far design light frame as per
chapter 2308 or reinforced masonry Tess than 25 feel high)
1. 8. Special inspections are provided for seismic force resisting systems,
19. Sobservations as per Section 17D9 are identified dor structures in Seismic Use Groups II or
IIS.
2Q. Truss Details provided or Holed to be provided prior to frame inspection. /Vg?�,P
soils AND FOUNDATlONS
I .
2.
3.
4.
S.
61.
VA
8.
9-6
10.
11.
Allowable sail foundation bearing -pressure as per Table 18Q4.2 . �E�
A soil investigation is required per the requirements of Section q where questionable soils
such as fill materials, organic soils, clays or questionable rock strata exit. Da any of these
conditions exist ? Yes Na If yes, are the necessary soil reports provided? Yes No ->C
grading is a minimum of 2% for concrete or asphalt surfaces or 5% fo I natural surfaces. X'
10
Information provided as per Section 1803.5 for any structural fill.
Footings(except for 1 story category 1 buildings no bigger than 4a0 sq, ft.) are 36" below grade
for frost protection.-
Buildings
an or adjacent to greater than 3/1 slopCs meet requirements of Section 1805.3. /f//L
Top of foundation �s a minimum of 12" above thea jacent street gutter (unless a drainage path is
identified and approved by fih.e buildingoff teal}.
_)( Footings designed so that the allowable bearin2capacity of t�.e soil is not exceeded.
Foundation meets the requirements of sectionl,1805.5 (including tables 1805.5).
_
Except -for Group R and U occupancies of light framed construcii n of seismic design D and less
than 3 stories in hieght, concrete is a minimum of 3000 p4salpe
Retaining walls are designed with a ia d sliding and overturning factor of safety of 1.5.4)1�9
12. Foundation drainage system or water -proofing (Section 1807.3) is vrovided where water tnhlta
13.
14.
15.
16.
17.
18.
Z]amproof ng shownunder slabs as per Secti 1807.2.2. A
Dampraa Ping shown for foundation walls.
Minimum of 4'' of gravel is shown under all slabs.
Foundation dr, ."n is installed except in well -drained gravel areas) as per Section 180
1 807.4.3. A)7;---
PflPQ. mpi4 ri� i -F;
7.4.2 and
,��.v .,=L..� At.tlt.[A1L11A1.,.liL�7 Vl, ,�����urz � bua, i guy, � zsivand iNit.
Piers are a minimum of 2' wide and meet requirements o
f 1808.2.�3. and 1812. /��
CONCRETE and MASONRY
L Construction documents show compressive strength of concrete, strength or rade of reinforcement
and the site and location of reinforcement, A 9
2. Structures assigned to Seismic Design tegory D contain a statement identifying if slab -on -grade is
designed as a structural diaphragm.
3. Concrete exposed to freezing weather as air entrainment as per Table 1904.2.1 and meets the
requirements of Section 1904.2.2 and Tables 1904.2.20}arid 19a4. ? .2(2).
4. Masonry construction documents identify size, grade, type and location'of reinforcement, anchors
and wall ties as per Section 21 0 1.3.
5. Masonry fireplaces have minimum 1. 1. footings that are 6' wider than masonry.
lrrlk� _d4 -
6. Masonry fireplaces have seism11 re' J4, nt and anchors as per Section 2 1 11.
7. Masonry fireplaces meet deli q `re of Section 21 1 1 and Table 21 1 1. 1.
8 . Masonry chimneys shall m t req e nts of Section 2113.
WOOD
I .
2.
3.
4.
5.
6.
7.
8.
9.
Truss drawings i,d 0 fy 'r 0
nti equ emen
Joist layout /e cd A
-P n are movi A
4.
Floor and ro f s eat
Connectio an fa
Fasteners n pr Se.
0 1 0
ng eels e Ui
ee
ts
enitre
nm t e i
ativ . 4te wvioL
AMU -unze r opp r.
Wood aurin em rs
Dap agms not xce�
She wall as ect atios
Shear wall design meet
GLAZING
as per Section Z343.4.I,
Engineered products have computer layout.
ements of Section 2304-7.
equirements of Table.23 04.9. L
d -are hot -dipped zinc coated galvanized steel, stainless steel,
�'bo
e fo ndatimons are 8" (min.) above sail.
( I
d 4: ratio for all edges blocked and
e P Table
�) I for unblocked.
eet the requirements oir X3(15.3.3.
equirements of Section 23-05.3,
1. Glazing in pool,., sauna, hot tub., steam room,, bathtub or shoWer enclosures (unless over 6Q'' above
standing surface) is safety glazing as per Section 2406,4111A__
2. Glazing within 24" of door (unless over 60" above standing surface) is safety glazing as per Section2406.
IF
3. Glazing greater than, 9 sq. ft., bottom b ow 18", top above 36" and 36" from walking surface is
safety glazing as per Section 2406.
In 4. Glazing n guards and rails is safety glazing as per Section 2406. �/'�
5. Glazing next to stairways, landi gs and ramps. (unless over 60" above standing surface) is safety
glazing as per Section 2406. W
1 Number of plumbing fixtures shall meet the requirements of Table 2942.1. >(
I Separate toilet facilities are provided for spaces With 16 or more employees, or combination of
employees and customers (except for mercantile occupant with occupancy of 50 or less).
I Public tollet fae�iities are provided as per Section 2902.�.T7
4. Elevators meet the requirements of Chapter 3 0.
5. Pedestrian walkways meet the requirements of Section 3 1 04. *raZO�9
6. Awnings and canopies meet the requirements of Sectio 31 05. >C'
7. Marquees meet the requirements of Section 31 06.
8. Swirximing pool enclosures and safety devices meet the requirements o Section 310-9.
9. Protection for pedestrians meets the requirements of Section 06 . ,�L
requirements s o
1 0. Existingstructures meet the requ' f Chapter 34,