HomeMy WebLinkAboutCHECKLIST - 05-00183 - Cedar Ridge Animal Hospitalq
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1
Plan Checklist for the 2003 International Building Code
Name of Project: �/�/]�/j� J Lj --r'A I ..,
USE AND OCCUPANCY
1.
z.
3.
3.
Classification as per Seetions 3Q2.1 & 303 Niru 312
Incidental use areas see Table 302.1.1�.
TdP-nfif1T if 0 A
l.ulekU Uk.;cupancy exists. Yes or I'�o ����; If no they gzk�p #3 1,�1ow.
���iC� t 1 U"o�o �o�' uride�')
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�I111CPt-tarotdr4 A.f:__ �.a r�
r� a�l�AVu �,ccupancy as per Section 3 02.3.1
Separated i ed Qccupar�cy as per Table 3 U2.3.2
Ideniify on plans Fire Barrier Walls andlar
Horizontal ss mblies rx�luding the rating
If Assembly' occup CY qsts, is it 750 sq. ft. or less asper Sectionas per Section 3 03! 1.I � 3Q3.1 or less than �0 occupants
Covered Majs, seep Section 402. Atriums see Section 404. Underground Buildings1V[ato� Vehr �e C}ccu�pancies, gee Section 4[�6. Z-2 Accu anc�es407.
5�e Section 405,
see Section �� Motion Picture Projection Rooms see Sectxa see Secilon I-3 occupancies
sectior� 410. S ec�a.I cement Buildings seg Section 411.� 4�9. Stages and P�aiforms see
Section 412. C znb st�i Aircraft Related Occupancies� seg
OccupancieJ seg
see Section 417,
HEIGHT AND AREA
� - -- Hazardous Materials see Section 414. H-
S filn.,15. Application of Flammable Finishes see
S. Section 4 x�ngoa�c oRoornsCigseeecion 47
� . Area, First Floor :2� .Second Floor
2. Area mee�� re �u_iof requirements as per Table 503. (Basements need n ' Third Floor
503. 1.1� Yes �' Nn be included as per Section
3. Height meets re
quiremenis as per Table, 503. Yep
4. Buildings on same Lot? Yes Iia A If no then skip #S below.5. Regulated as Separate01r Regulated as one Building as per Section 503.1.3
6. Height modified as pe4rection 504. Yes No If yes , sprinklers are re uir
7.6 Area modified as per Section 506. des No Yes q ed.
calculate increase. If use the area provided below to
N/A
Total Area Allowed after Increase -
0
S. Zero Lot Line Buildings see Section 705.
Buildings see Section 507.J. lf
Area Shawn on Plans
For Mezzanines see Section 545. Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1.0
2.
3.
4.
516
6.
71P
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
I'dentify the. Type of C011struction as per Section 60.E
Check allo��able maierial for Type I and I1 build *
1119s as per Section 6a,33
Fable 601 Ident�fy Building Element Ratings
Table HOZ - Idenfify the Fire. Resistance Ratings -of/F;
xterior Walls /
Check Openings in Exterior Wall
s for compdance with Table7 4.8.�) spxxr�klered, see Section
Project'ans meet requirements of lection 7x4.2
.)�_
Check for window vertical exposure from roof below as per eetion 7+Q4.1 D
Check that Parapets are not required as per Section 704.11
Are Firewalls used or required`? Yes No� If no, skip #10 below.
Check Firewails ffl�r Structura.1 Stabilitv Fire Resistance Rating asper Table 7 5.4
Made of ].Vgneombustible Materials(except Type V
) Horizontal Continuity Vertical
Continuity.,..'
Connection to Exterior Wails as peer Section 705.5.1 E
nd Horl.m.,ontaf Pciing Elements as per Section 70.5.2 OpenYn s no vvin.do�v to
Sect n 745� Cheek that Penetrations meet �requirements of Section 712�� �s per
on
T�-ax�sfer Openings in Firewall meet requirements of lection 705.11. eructs and
Are Fire Barriers used or required? has required by table 3Q2.3.2) Yes leo If no ski
# 12 below, ,.
Check Fi�e BarrIiers for structural sfabi�zty as per Section 706.4. O limitedof walk. � � ximum opening size of 120 sc�. ft. sunless s xinl�ered to. 25%
Penetratkiie � e requirements of Section 712. Ducts andAir� check that
the requ rem n s f Section 712 ad 7i6. Transfer Openings meed
A
re Shaft Enclosures used vx required`? yes No--),'� If no then skip # I4 below,
Shaft EncloA I ritts/
ieet the requirements of Seciion 7[?7.
.Are Fire Pn� used or re uired? Yes IST
4 0 � If no then skip # 1 � below.
Check Fire � it o s for Structural Stabolxty and Continuity asper Section 708.4. Dwellin
units that ar r, red are allowed !/2hr. separations versus I hr, Check that g
Penetration, mei requirements of Section 712. .Duds and
the requirements of requirements
712 and 716. Air Transfer Openings meet
Firs Rated Ceiling Panels meed requirements as per Section 711.3.1
All Penetration� in Fire Resistive W2-11.Q%ariau�-„i�nr.�tJ n ��,.,�.I.,0
Section 712.
�3�),z;wUldcs meet the requirements of
rire Kes�stive point Systems meet the requirements of Section 7].3
Vlk
Doors and Shuiters in Fire Resistive Assemblies meet the requ�rernenis of
Fire Doors are Self Closing. A) ' Table 715.3, �
22-6 Fire Windows or Glazing
g on � form Section 715.4 and Table 715.4.
23.0�'zre and Smoke �►ampers conform wth Section 716 %
24• Fire Blocking and Draft Stopping is provided as per Section 7
required at partition line in dwelling units with c mbzned space (Draft
3000
Stopping Zs not
required ifin sprinklered building with sprini�lered concealed � �f than Sq. Ft ar�� ��t
25. Wall and Ceilin�,TFI"jiishes meet the requirements of Table 803.5 and Section
26. Floor Finishmeets requirements of Section 804. ' �543.
FIRE PROTECTION SYSTEM
1.
2.
4.
5-h
Is a Fire Protection System required for this building i� order to meed area;
height etc. requirements'?
No___)� If no skip # 2 below.
6
List the tPtr
system that is required
Qther requirements requiring Fire Protect�,, n- Systems (check xf needed)
Group A (As per Section 9Q3.2. � }
Group E (Asper Section 903.2.2)
Group F-1 (As per Section 9-03.2.3�
Group H (As per Section 903.2,4)_'
Group I (As per Section 903.2.5),
Group M (Asper Section 903.2.6)
Group R (As per Section 903.2.7)
Group S-1 (As per Section 903.2.8)
(As per Section 903.2.9)
Group S-2
All Buildings except R-3 and U (As per Section 903.2. 10) �
Ducts conveying Hazardous exhausts (As per Section 903.2. 12.1)
Commercial
Cooking Operations (As per Section 903.2.12.2}�_
As per Table 903.2.13�`
If Sprinkaexs needed as identified in #3 dist type of system requixed.V�,�-
If Sprinklers required by any of the. above, Are Monitors and Alarms provided as per Section
90 3 . 4 ?—,�! �r
6. If an Altemative Automati
OnAc) Al c Fire Extinguishing System is identified, does I meet the requirements of
on /V .
7. Are Fire Alarms required as per Sectioiris 9Q7
below.
or 908? Yes No >( if no then skip #8
8. Do Alarms meet the requirements listed in Sections 907 or 908?
9. Is smoke control required?.(as per Sections 402., 444, 405 or 410) Yes -
No ly---� If yes, gee
Sections 909.
14. H occupancies may require smoke and head vents as per Sections 415.6 and 4100
--k
MEANS OF EGRESS
I lip
2.
3.
4.
5.
6.
Nlinl'mumhe�ghi of 7'as per Section 100' .2. X
Any protruding objects meet the requirements of Section 10Q3.3.
The occupant load sho-�vn on plans. fL;o�vi �
The occupant load as per calculated by Table 1004.1.2.
occupant load posted in every assembly occupancy as per Section 1004.3
.���_
Egress width is identified on plans, Ix -
7. ]Egress width meets requirements as calculated per Table 1005, 1.
— X
8. Multiple means of egress sued so chat the Ions of any one .means of egress shall not reduce the
available egress capac-
Ity to Tess than 5D% of Total required.__
9. Door encroachment does not reduce the require d egress width to less than 50% required.
10. Means of caress is i1luminated as per Section 10069 _� �a�;-TAE�b-
I
I . Illumination emergency power is shown for means of eg1006.3.ress as peg Section1VD`1eV
12. An enclosed exit staimray is shown. Yes No � if no, slop # 13, # 14 and # 15 below.
13. Enclosed stairway has an area of refuge(as per Section 1007.6) or 'is sprinklered.
I4. Area of refuge has 2 -way c m,munications, instructions and is identified as per Sections 1007.6.3.
1007-6.4 and1007.6,,5.
15. Dor clear widths are a minimum of 32". Except as allowed by exception of Section 1008. 1
16. doors swing in the direction of travel where servine,5 Q
or mage Pe�sans or in a H occupancy.--
17. Specialty doors meet the requirements of 10 0 8. 1 .3.LNi�p
18. A.11 egress doors have a landing on both sides as per Sections 1010 8. I.4 and 1008.1.5.
�
19. Thresholds are identified as a maximum of/2" high, for swing doors and 3� " for sliding dears as er
Section 1008-1.6. )C p
20. Space between two doors is less than 48"(except R2&R3 non Type A units).
21. Locks and latches meet requirements of 1008.1.86
22. Panic hardware is shown at required locations (Section 1008.1.9),-9
23. Dogs a stairway exist. Yes -"\ No If n4, skip #2.4 thru #28. LAppo-z-
24. Stairway doors do not open over staiars.`f
25. Stainvays are a minimum of 44" wide(except where occupant load is 50 or less or as per Section
1009.1.).
� 26. Maximum riser is 7 inches and minimum tread is I I inches.�
Z7. A landing is provided at the top and bottom of each sia�z-way. IV14
2.8. 1VIaxin�um v�rti�al rise �thaut a landing is 12'. N&I,.
29. Handrails are identified that meet the requi-rements of Section 1049.1 1.� \-e
'0. Handrails return to wal1, etc. or are continuous to �xext sfiair handrail's j
3 1 . Elevation chane of over X124 is designed as a ramp as per Section 10 1 p IA -
32. Exit signs are identified when over 2 doors are required q for exitxng. X
3 3. Exit signs are spaced no more than 10 4' apart or to the door. 34. 42"' guardrails are shown whenever a walking surface is aver 3 0" above grade.-rl1)�i1--
3 5• Any roof mechanical equipment within 10' foam. edge has a guardrail shown -_P A.
36. Egress does not pass through 'intervening spaces unless the space "is accessary to the area served and
the intervening space �s not hazardous,,
IT
37. If multiple tenant spaces exist, egress from any one does not pass Through another. A//k
38. Length of egress gravel does not surpass requirements as per Section 1013.3. x
34. Required egress aisle adjacent to tables shall comply with Section 1013.4.2.
&1A
40.S aces wzth one means of egress meed the following maximum occupancy Toads: �
a. occupancy A.,BE,,F,M & LT - 50 occ.
b. Occupancy H- 1, H-2, & 11-3 - 3 occ.
C. Occupancy H-4, H-5, Z- 1 , I-3, I-4, & R - 10 occ.
d. occupancy S - 30 occ.
41. Where two or more exits are required, they are a minimum of V2the diagonal distance of the space
sewed apart or where the space is served by an automatic sprinkler system, the distance is 113.
42. If boiler or furnace rooms over SQA sq. ft. with btu over 400,0 00,, two exits are provided._,�
/J_
43. Refrigeration machinery roomy and refrigerated roams over
44. Stage means of egress comply with sect o�. 1014.6.___,A/
1����q' �� have twa e��t�45. Exit
Access travel meets requirements of Table 10 1 5. 1. X
46. Exterior exit balconies constructed in accordance with Section 10 15. 1 have 10 0 added to their travel
distance.;/ ,
47. Corridors are rated as per Table 1016. 1. A)
48, Corridor-vvi*dthsme-etrequurementsof Section 1016.2.
49. Corridor dead ends are fess tan 20' or 50' for sp rixkl.ered occupancies B and F. �
d. Corridor not used as plenuin wnless in a tenant space of less than 1000 sq, 111. K
51. The minimum number of �xi�s fay ac�upant Ioad meets the fo�Iaw�.n�;
I - 5h) �� requires 2 exits
Sad -10 Qa requires 3 exits
More than 1000 requires 4 exi
ts
�2. Buildings'"Tith one exit meed the requirements of Section nnd Tnlilp. 1 ni R A1)n
53. Interior stairwells required as a means of egress meet the requirements of Section 10'19,4.'
54. Space under stairs is identified as 1 -hour rafted. T`
5.). Exten" or ramps or stairs ars open on one gide and have a minamum of 35 sq. ft. of open space not less
than 42" above any floor level, 1
56. Exterior ramps and stairways areprotected from the inside of building as per Section 1022.6., /F
57. Exterior balconies, stairways and ram s are over 10' pfrom 1,ot lines and other buildings an the-
Ivi�J
58. Egress courts meed the requirements of Section 1023-5.
59. Assembly
occupancies meet the requirements of Section 1024,--e-//J-
60. Window egress or better i
s provided in every sleeping room and any habitable basement.
61. Vestibule is provided as per Section 802.3.6 of the Internaiional Energy Conservation Code.WA---
ACCESSIBLITY
� . An accessible rouse connects all accessible buildings, accessible facilities, accessible elements,
accessible spaces and the public right-of-way(ex�ept as excepted by Section 1104). X
2. In �.ddition to the required accessible entrances, S�'/o of all public entrances are accessible. ,[
3. Accessible parking is provided as per Table 11061 1
.
4. 10°/a of hospital out patient harking is accessible and 20% of rehab or physical therapy.
5. Van spaces are provided.(one out of six and any portion)_�-4
6. Accessible parking is provided on shortest route from accessible parking to the accessible
building entrance.
7. Group I occupancies meet accessibility requirements as set forth in Section 1107-56
'D
8. Group R - I occupancies meet the requirements of Section 1 1X 7.6 and Table I 1 0 7. 6. 1. 1. -�
9. Where 4 or more apartment units, one level town homes or condos are located in one structure,
all units are designe as Type B units as per ICCI�h15I 1171. unless on a upper level without
elevator service. Al �
10. Where more than 20 apartment unit, one level town hones or condos are located in a project, 2%
but not less than one are designed as Type A units as per ICC/ANSA I I7.I.�
11. )A7heelehair spaces hand companion seal as per Section 1108.2,5) are provided in Assembly
Occupancies as per Table 1108-2.2.1.
12. Assistive listeninor systems are provided in Assembly occupancies where audible
communications are integral to the use of the space.130 2111 �;
i
Any Assembly occupara.cy performance area has an accessible roue as per Sectio. 1.108.2,8.��r�
14. Any dining area in an Assembly Occupancy is Uly accessible.
15.
Self service storage facilities shall provide accessible spaces as per Section 11083, .411,��--
1 6. Toilet and bathin facilities are accessible(unless in a pnvate office)as per Section 1109-2.- X
17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.. 1.��1S.
--
Where sinks are provided, but not less than 1 is accessible.
l.9- Where a kitchen or kitchenette is provided, it is accessi.b�e�(unless in Type B dwelling),
ZD. Storage cabinets, lockers, etc, one of each type �s accessible as per Section 1 1X 9.8.
INTERIOR ENVIROMENT AND FrNERGX CONSERVATION
I .
2.
3.
4.
Attic ventilation exists that is 11150 of the floor space or 1/300 with vapor barrier.
X�
50% of the attic ventilation is 3 ft. above eaves. )4
Crawl spice ventilation complies Xv%th lection ].203.3.
Natural ventilation (window�, doors, louvers etc. Ys � minimum. of 4% of floor space.
�ZC
I
5.
IS
79
9.
10.
znterzor sp�.Ces -khat da not I�ave openix� s d�rectl1203.4.1.�� y �o outside m�e� requirements of Seciion
Bat�-oQms coniandng bathtubs, shovers or spas are rnechNatural or Ar�ifcial lighi is provided that meets ih� re ui�rem�al�y rented.Courts sha1l meei the requireme�.ts of Seetion 120 .3. � �encs of Seciian 1245.
Di�rellxngs part walls endfl1_Y Dors meet the requirements of Sectia� 1247. �%i�..All f1r�h7fahiP �^.,nY,"n ,.i...y1 ,- - -
D� a mian�murn of 7' v�ideand a mzrurr�um of 70 q. xn area.11. D�velIing units(except Sect7an ?Zd8.4 ef#�cxent units} ha�ae one habztabl12. A�� ce�lings are a mzn�xnum of 7' 6" wish no more than �13 at 7'p��, e roam of 120 sq. ft.� ,13. Attics and crawl spaces have access openings as er Sectran 14. A� energy revzew has been subn-�itted that meets the re wire �2�9.conservatron code.__('q �en��of the iniernational Energy
EXTERIOR WALLS AND ROOFS
1.
Exterior'WaII Vapor retarder provided unlessleakage has beep. prouided. `'�
her approved mens to avoid cQndensation and
on sheathing as p+er Secf'an 14p2.2. V
. lvld�c�nry veneer is dashed at boitom and has weep hales. f+�4. Masonry veneer s�a1� be rxa.echanically attached as per Seciior� I405.55. Stone Veneer is anchored as per Seciian 14p5.6.6.Sidings shall be applied as per Section 14f�5.7. Fire separation d2stance for combu�tzbie veneers(szd2ng) meet that of Table I4�G,Z,I,2,
S. Balcc�nies that protrude shall meet the requirement of Table 601 dor floflrs. 9. Mesal Composite Ma�:erYals(1V.�CM shah r�eei the �equx�-emezxts of Section 14 7. ��10. Roof coverYngs meet the requirements o� Table l�SQ5.1.�.1. Double underlayrnent xs t�rovidec� in �c�,],n I+ �-„r,f� «T;+�,--____
----,11111A1�I1UIII S.�O�JL' Qt 2:lz up to and including a
4:I2 slope._12. An ice dam membrane (orae continuous sheet or two sheet cemented t� ether for aidprovided fxom the roof edge to 24" inside of the inside of the exter�a� � � ��ph�� r°afs 1s
13. Drii) ed"P, m �t�� ; � i'1i^llT7Y �a o,a .,, �w � --- - �. .. a11.� �'
1.
.�V I��� �ux�dii root gage.,�14. Metal roofs meed -the requirements of Seciion ISQ7.4,15. Built-up raofs meet the re u2rements of YK C;� �, � n,__ �, _ _ . • q Secii�n � 547. ]. U, ,Ir�l/�-
rry riasnc xoohng meet requirements of Section 1507.12 and 1507.13.
17. All other roofing types meet the requirements of Section 1507._.
18. Building's with roof drains have drains designed and sized as per UPC 1105.0.
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
Stmetural Use Group has per Table 1604.5)
.�
2. Structural documents for light frame wood buildings as per chapter 23 znclude floor roof and 110ve
loads, ground snow load., basic wind speed, wind exposure, seismic design category and. site
cuss. � Y
3. AIS plan
S except as described in #Y above vhq11 »,ol„�� fin P f�„1i,-,z;ri..
C_
1lJ1iV YV11.Ig.
Floor dive load including any reductions. �
Raof live 1oad as per Section 1607.11._ ,V
Roof Snow load, including the flat roof snow Toad,
load importance factor and the thermal facto_r...)c
the snow exposure factor,,, the snow
0
d. Wind design data, including basic wind speed, wind importance factor with building
cai+egory, wind exposure, applicab le internal press ure eoefficien� and the design vVind
pressure used for the design of components and cladding._�L
e. Earthquake design data including seismic importance factor, seismic use group, mapped
spectral response accelerations, site class, spectral response coefficients, seismic design
category, baste seismic -force -resisting systems, design base shear, seismic response
coefficzen�s, response modifzcatXon factors and the analysis procedure used.
-Y"-
4. Flood pane is identified(if in flood zone see Section 16011.6)-fi/)9�
5. Design of floor live loads in access of 50 lbs pex sq, ft. also �dent�fy that signs must be posted as peer
Section 1603.3. ji�--
6.
Structural. design' calcu.lations meeting the requirements of chapter 16 have been provided:
7- Architectural, mechanical and electx162 1. �.ca1 components meet the seismic requirements of Section
S. Where special fabrication (usually steel) is performed off sight, the fabricator has. provided a
certificate of compliance as per Section 1704.2.2.�
9. special inspections are Identified for welding.!
10. Special inspections are identified'
for high siren' bolting.
1 1, Special inspections are 'Identified for concrete construct
1704.4. ion except as excluded by Section--41
�
12. Special inspection are identified for masonry as per Section 1704.5. llp-
13. Spee*al inspections are identified far fills greater than 12" deep where a load i� apglied.
14. Special inspections axe identified for all pier and pile foundations. 15. Special inspections are identified for sprayed on fie resistance a plications,
-1-1 Xelp
15. Special inspections are identified for smoke control sysiems.
17. Quality assurance plan for seismzc resistance is
prov,ded except for design light frame as per
chapter 2308 or reinforced masonry less than 25 feet highs /�.
a
18. Sinspections are provided for seismic force resisti�g systems,�,�
19. Structural observations as per Section 1709 are zdentifi�ed for structures in Seismic Use Groups 11 or
20, Truss Details provided or noted to be provided prior to frame inspection.
SOILS AND FOUNDATIONS
1. Allowable soil foundation bearing pressure has per Table 1804.2), fi'ele
2. A soil investigation is required per the requirements of Section 1802.2 where questionable soils
such as fill materials, organic soils, clays or questionable rack strata exist. Do any of these
conditions exist? Yes Ngo If yes, are the necessary sozl reports provided? Yes Ido
3. Grading xs a minimum of Z°�a for'co-nerete or asphalt surfaces or 5% fo natural surfaces.
4- Information provided as per Section 1803.5 far any structural fill
. �f
S_ Footings (except for 1 story category 1 buildings no bigger' th�,tl Opp Sq, ft.) are 36"below grade
for frost protection. Y�,,
b. Buildings on or adjacent to greaser than 311 slopes meet requirements of Section 1805.3
.
7. Tip of foundation is a nunimum of 12" above the adjacent street gutter(unless a drainagepathidentifeci and approved by the building c�fficzai . a is
8. Fovtin s desi ned so �
g that the allowable bearing capacity of the soil is not exceeded.
9. Foundation meei� the requirements of Section 1805.5 including sables 1805.5). 1-
i 0. Except for Group R and L7 occupancies of dight framed construction of seismic design D and less
than 3 stories in hieght, concrete isa mYrnimtun of 3000
IL Retaining walls are desiobned with .lateral sliding and overturnina factor of safety of 1.5.
12.
13.
140
15.
16.
Foundation , al
nage &,a i
ainage system or wader -proofing (Section 1 807.3) is provided where water table
warrants.
Dampxoof ng shown under slabs as per Section 1807-2.1.
Damproof ng shown for foundation wall s. �(-
Minimum of 4" of gravel is shown under all slabs. X -
Foundation d�a,in is installed (excep
in we- ,..,,a*ned gravel areas) as per Section
1807-4.3. iJ A
1807.4.2 and
17. Piles meet requirements of Section 1808. 1809, 1810 and 1811. �/�
18. Piers are a minimum of 2" -vvide, and meet requirements of 1808.2.23. and 1812.
CONCRETE
and MASONRY
1.
2.
30
4.
5.
60
7.
Fs"I
is
Construction documents show compressive strength of concrete,, strength or grade of reinforcement
and the size and location of reinforcement.- "C -
assigned to Seismic Design Category D contain a statement identifying if slab -on -grade is
designed as a structural diaphragm.Concrete exposed to freezing
weather has air entrainment as per Table ],904.2.1 and meets the
-requirements of Section 1 9:04.2.2 and Tables 1 904.2.2(l) and 1904.2.2 (2). .
Masonry construction documents identify size, grade, type and location of reinforcement, anchors
and wall ties as per Section 210 1.3.
Masonry fireplaces have mini
mum 22" thick footings that are 6" wider than masonry.- 411.0
Masonry fireplaces have seismic reinforcement & Cho as
4. - d per Section 21 1 1
Masonry f replaces meet design requirements of Section 2 1 1 1 and Table 2 1 1 1.10
%r -
Masanry chimneys shall meet requirements of Section 21 13.
WOOD
1. Truss drawings identify requirements as per Section 2303A.I. �� �
2. Joist Ilayout plans are provided.
Engineered products have computer layout.
3. Floor and roof sheathing meets requirements of Section 2304.7. �'4. Connections� -
and fastening meet the requirements of Table 2304.9.1
5. Fasteners in preseruaiive treated wood are hot -dipped zine coated galvanized steel, stainless steel.,
silicon bronze or copper.
6m Wood framing members above foundations are 8" (min.) above soil. X
7. Diaphragms do not exceed the 4: 1 ratio for all edges blocked and 3 :1 for unblocked.
8m Shear wall aspect ratios meet the requirements of Table ZJ05.3.3.�_
9. Shear wall design meets requirements of Section 2305.3. ='�f
GLAZING
1- Glazing iri pool, sauna
hot tub., steam room bathtub or shwer enclosures sunless over0" above
standing surface) is safety glazing as per Section 2406.
2. Glazing .-thin 24" of doer (Unless over 60" above stan
ding surface) is safety glaza2406.ng as per Section
di
3. Glazing greater than 9 sq. ft., bottom be1ow �.$", fop above 36" and 366' from walkina surface is
safeiy glazing as per Section 2406._ A
1% 4. Glazing in guards and r *Is
a' Is safety glazing as peer Section 2406..
5• GIazing next to stairways., landings and ramps (unless over gyp" above standing surface)rsy safes
glazing as per Section 24+06
V
MISC.
W,
I . Number of plumbing fixtures shall meet the requirements of Table 2902. 1
. %'
2. Separate toilet facilities are, provided for. s
eMD10vees;Ind rlvztrlmd�- . paces with 16 or more employees,, or combination of
except for mercanwe occupancy0
with occupancy
3. Publir, toflp,t 4
4.
5.
6.
7.
8.
9.
A_- �;.,4 iµV111L1\.+J �� �,lc,vzu.�a as per �Secfion 2�'02,6..�'\
Elevators meet the requirements of Chapter 3D.-�
Pedestrian
walkways meet the requirements of Section 3.104. A11T
Awnings and canopies meet the requirements of Section 3 1 050 �`"
Marquees meet the requirements of Section I I (l6
IsdJA
of 50 or less)�'
Swimming poor enel u .1
OS--.. s and safety devices meet the requirements of Section 3109.�-
1
1
Prvtectlon for pedestrians meets the reauirern-n
Pt4Q rif Q,�r-f; 11 enc A-1
0 Existing structures meet the reaui-rements of Chapter 34.
Li. ,�J V V. f � •j�X