HomeMy WebLinkAboutCHECKLIST - 05-00470 - Walgreens - New BuildingPlan Checklist for the 2003 International Building Code
Name of Project:
USE AND OCCUPANCY
I OP
2.
3.
3.
4.
mi,
Classification asper Sections 302.1 & 30
Incidental use areas see TI.able 302.1.IZIA
312
as
.LucnL].IY 7.I ri1IXetl. OCCLIpanCy exists. Yes or No If no theme skip #3 below.
Accessory Space (10% or under) p4pm-- -- 0- S Tl*p to ora
Nonseparated Mixed Occuancy as per Section 3 D2.3. 1
Separated Nixed Occupancy as per `able 302.3.2&/477- 1(1 entxfy on plans Fire Barrier Walls andlox
�COCrl1.�,�}ji r+N .�.j1VAE..4UJ.21g 4J.1'V rGL L1+lAgif Assembly occupancy exists, is it 75a sq, ft. or less as per Section 3Q3.1 ar less khan S(� occu ar�.ts
as per Seciian 303.1.1�Covered 1`v�al.�s, see Sectro� 40P. AtrIU�77fi fiP,P, d�''Pr�1'inrti anv. r T�,�an,.n,.�,�r,�-- - .-� ...
1V1Qtor Vehicle Occupanc s,seg Section. 40 8. Nationsection 41[�. Special Am e
Section 412. �Combustib e
------�,�6,.uuumu�u��uings see Nection 4U5.
e tion 406. I-2 Qccupancies see Section 407. 1-3 Uccupa.ncies
F 'eciion Rooms gee Section 409. Stages and Platfor�xa.s see
Ings see Section 411. Aircraft Rebated Occupancies see
� e s e Section $13. �-Iazardous Materials see Section 4I4H�-
Uccupancies see �ectivz�[ 4 �5,►pplication of Flammable F7nishes see Section 416, Dry1ng Rooms
see Section 417. Qrganic �o��ings see Section 41S.
I . Area, First Floor /4/ r77 3 T , Second Floor /,R 4 , Third Floor
2. Area meets requirements as per Table 503. (Basements need not be included as per Section
S03. 1. 1} Yes-�k7No>-ell
3. Height meets requirements as per Table 503. des ?< No
4. Buildings on same Lot? Yes No If no'-
then slip #5 below.
5. Regulated ac ��,�,nr�fa JIIh .,,. nd«,,,,.+na �_ ___ _ T,_ -• -
6.
7.
a----- w-� �---Yulu�-��� UA 1�e8��a�r:u �.N one rsuliaing as per lection 503.1.3X*1
Height modified as per Section 504. Yes No
Area modified as per Section 505. `des ~ No ^
calculate increase.
Total Area Allowed after increase
8.
Zero Lot Line Buildings see Se
Buildings see Section 507. ,, a)
If yes , spxznklers are requiared.
If yes use the area provided below to
IAI j5 li �
Area Shown on Plans -7v
ion 705. For Mezzanines see Section. SIDS. Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
I .
26.
4.
5.
6.
9.
10.
iiR
Identify the Type of Construction asper Section 602 :A
check allowable material for Type I and 1I buildings as per Section 603
�'able 601 -- Identify Building dement Rahn s A111
Pro
Table G42 - Identit-Y the Fire Resistance Rati�ags 01 hXtexiox Walls
Check Opemngs in Exterior Wal.1s for compliance with Table 704.sprinklered, see Section
704.8. 1) �
Projections meet requirements of Section 704.2
check for window vertical exposure from roof below as per Section 7 Q4. 1 0
�-K
cheek that Parapets are not required as per Section 704. 11
-' -
Axe Firewalls used or required .9 Yes No Y' 1"f nn ar; n �Lt in i,oi „zzr
Check Firewalls for Strugtural Stability
Vim*
_Fie desistance Rating as per Table 7 5.4
Made of Noncom ustl1 Materials(except Type V) Hon'zontal Continuity Vertical
Continuity, o n cn to Exterior Walls as per Secti.�an 05.5.1 Extend to
alu1l�dr
�l��� ruje z e as per Section 705.5.2 Openings (no windows) as per
Section 705.8 � P, I�laf P�r��fr�at"��n----
6 it T,.�rn� ���'� �Gqutrs �men�or ��Iect�on 1Z_ Ducts and
v�,�ings in r lrewalt meed requirements of Section 705.11,
1 z. .Are Fire Barriers used or required? has required by table 3 02.3.2) Yep No �c rfnn �1-10
�,
12.
13.
14.
15.
16.
17.
18-F
19.
20.
21.
22.
23.
24.
25.
26.
tTiz below.
:heck t�irel ger ar strueturalstability as per Section 70G.4. openings hm"ted to 25°/a
of wall. uzxl opening size of 120 sq. ft. (wiless sprunkl.ered) Cheek that
Penetratio e equirements of Section 712. Ducts and Air Transfer Openings meet
the require e is f etion 712 and 716,
Are Shaft n.c v es used or required? Yves leo If no then skip # 1.4 below.
Shaft Enclosures meet the requirements of Section 70? hi A
Are Fire Partitions used or required? Yes No `C+ --
ifna hien slop # 16 below.
Check Fire P ' io or St�uctuxal Stability and Continui�- as per Section 708.4. Dwelling
units that are 1 ed acre allowed �� h�. separations versus 1 lar. Check that
Penetrations e t uirements of Section 712. Ducts and fir Transfer openings meet
the rec�u�re e s S coon 7 X 2 and 716.
Fire Rafted Ceiling Panels meet requirements as per Section 711.3.1 V
ASI Penetrations in Fire Resistive.Walls and Horizontal Assemblies meet the requirements of
Section 7120
Fixe Resistiv#-eoffit Systems meet the requirements of Section 713.�V�
Doors and Shutters in F1PRe-0 re sis ire Assemblie s meet the requirements of Table 715.3 0
�.
Fire Doors are Self Closing,
Fire windows or Glazing conform to Section 715.E and Table 715.4.
Fixe and Smoke Dampers conform with Section 716. /C//&
Fire flocking and Draft Stopping is provided as per Section 717 NI'�.�I]rafi Stopping is not
required at partition line in d�ve�Izng units with combined space of less than 3d00 Sq. Ft and not
required if in sprinklered building with sprinkleared concealed spaces)
mall and Ceiling Fim'shes meed the requirements of Table 803.5 and Section 803.-K
Floor Finish meets requirements of Section 804.--
FIRE PROTECTION SYSTEM
z.
2.
3.
4.
5.
0
ig
Is a Fire Protection System required for this build
m
Yep No If no skip #Z below.g ire order to meet area., height etc. requirements?�ents`?
List the type of system that is required r/0-
Other requirements requiring Fire Protection Systems (check if needed):
C-rro-up A AAs per Section 903.2.1 }
GfOuP E (As per Section 901.2.. 21
Group F-1 (As per Section 90_3_2�_i7)
Group H (As per Section 90."3`92.4)
Group I (As per Section 903.2.5)
Uroup ivi �As per Section 903.2.6) o p
tiroup K (As per Section 903.2.7)— �
Group S-1 (As ner ;�., nm � u`
Group S-2 (As per Section 903.2.9)
All 13uildings except R-3 and U (As pi Section 903.2. 10)
Ducts conveying HazardousExhausts (As per Section 903.2.12.1)
Commercial Cooking Operations ("As per Section 903.2.12.2) N!�
A c na. Tahla On -2 7 7 �2
• _�• r,•.•� i µv1►. JV J.L. 1 J
If Sprinklers needed as identified in 43 list type of system required.
7f Sprinklers rewired by any of the above, AAxre Moxlitor's and AlnrM� -nrn
903.4 ?
rte,.._. A,L_---- -.• �..
Extinguishing
vided as per Section
��Crna�xve utoznatic r�ire System is identified3 does I meed the requi.rernents of
Section 9a4?Al
7. A -re Fire .Alarms required as per Sections 947 or 908? Yes �� o if no then ski #8
below.p
8• Do Alarms meet the requirements listed in Sections 9 0 7 or 9 0 8 9 �
9. Is smoky control required?has per Sections 402, 404") 405 or 410) yes
Sections 909. 0
�–
10. H Occupancies may require smoke and heat vents as per Sections 415.6 and
MEA-NiS OF EGRESS
1. M�.n�mum height of Tas per Section 1003.2. �
2 • Any protruding objects meet the requirements of Sect*on 1. "
3. The occupant load shown an plans. YY/
No?C— If yes, see
10.�
4. The occupant load as per calculated by Table 1004. 12-6
S. Occupant load posted in every assembly occupancy as per Section 10043.�,�
6. Egress Width is identified on plans, >e
rA
7. egress width meets requirements as ca�cul�.ted per Table 10 a5. � . /Is Wwa&g • �i �o - �� ypoottvv
S. Multiple means of egress sized so that the loss of any one means of egress shall not reduce the
available egress rapacity to fess than 54°/v of total required.
_,K_
9. Door encroachment does nod reduce the required egress width to less than 50% required.
10. Means of egress is illumm"ated as per Section 1006,
_
� 1111umi'iriation emergency power is shown for means of egress as per Section 1006.3.
12. An enclosed exit stairway is shown. des Na if no, skip # 13, #14 and # below.
13. Estairway has an area of reffige(as per Section 1007.6) oris spxxnklcred.
14. Area of refixge has 2-vvay axnmulucatYons, instructions and is identified as per Sections 1047.6.3,
14D7.+6.4 and 10D7.6.5.
15. Door clear widths are a minimum of 32". Except as allowed by exception of Section 1008. 1.1
.
16. Doars swi��� in the direction of travel where sewing SO or more persons or in a H occupancy.
�. 7. Specialty doors meet the require�nen�t� of 1008-1.3. '0C
1 8. A11 egress doors have a landin.9 on both sides as per Sect*
ola.s 1008.1.4 and 1008-1.5.,
19. Thresholds are ident'fied as a maximum of V2" Morh, for Lwin doors3 "Sectian 1U(}8F 1 .�. �and far sly
ding doors as per
20. Space between two doors is less Than 48A (except R2&R3 non Type A'anits).
21 . Locks and latches meet requirements of 1008.1.8.
�
22. Panic hardware is shown at required lo cations (Secti4n 10 0 S. 1.
23, Does a stairway exist. des No If no, skip #24 thru #28.
24. Stai ray 4---O�
�oors do not open over �f�.�rq_
25. Stai;-ay
1 00.
araA
rnimum of 44'" wide except where occupant load's SQ or less oras per Section
26. Ma u r se i 'aches and minimum tread is 1 I inches.
Z7. A 1 d x p v ded at the top and bottom of each stairway.
2S- m ism e ca.l rise without a landing is X2',.
29. H drails are identified that meet the requirements of Section 1009. 11.
3 D. HaindraiYs �etum to �ral�, etc. o� are continuous to next stair handraials
3 1. Elevation change of over 1/20is designed as a ramp as per Se
etion 10 n
32. Exit signs are identified when over 2 doors are rec�ui�-for exieating.�,
3 3. Ex it signs are spaced no more than 1 np' app or �tQ the door.
34. 42" guardrails are shown whenevera w4 4 all�zng surface is over 30"above grade.-A)jx-
35. Anv roof mechaxucal equipment WItk�n 1 0 from edge has a gUardTail shown. �' tfa� •n► P*CvcA �-�
36. Egress does not pass through inte�en�ng spaces unless the ,spaG� is acc�sso�y to the area served and
the intervening space is not hazardous. -)e
37. If multiple tenant spaces exist, egress from any one does not pass through another.�id�
CO*wepi -34. Length of egress travel does not surpass requirements as per Section 1013.3.
�
39. Required egress aisle adjacent to tables shah comply With Section 10,13.4.2.-Ii/A
40. Spaces vI*th one means of egress meet the following maximum occupancy loads.:�
a, Occupancy A,B,E.,F,M & U -- 50 occ.
b. Occupancy H-1, H-2, & H-3 - 3 acc.
G. Occupancy H-4, H-5, I- L I-3, 1-4, & 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
served apart or where the space is served by an automatic sp�-inkler system, the distance is 1/1p
42. If boiler or furnace rooms over Sad sq, ft.iwth btus over 400.,000.,, two exits are provided.
43. Refrigeration machinery rooms and refrigerated rooms over
44. Stage means of egress comply with Section 1014.6
. 1000 sq. ft. have two exits.
45. exit Access travel distance meets.requirements of Table 10 15. ]. ,
46. Exterior exit balconies constructed in accordance with Section 10 15.1 have 100' added to their travel
distance. -4
47. Com'dors are raked as per Table 10 16-1
4 8. Corridor widths meet vents re uireiS
q of ectxon 10 16.2
`
49. Corridor diad ends are fess ion ZD' ar SQ' for sprinklered occupancies B and F.
54. Corridor not used as plenum unless in a tenant Vit, space o�'less than 1000 sq. 5 1. The minirnurn number of exits for occupant lo ad meets the following- �C`I-500 requires 2 exits --
501 -1000 requires 3 exits
More than 1000 requires 4 exits
52.13uilding5 with one exit meed the requirements of S ecti on and Table 101$.2.�% 53. Interior stairwell
s required as a means of egress me t the req
ux�re�r�.ents of Section 10 19.
54, Space under stairs is identified as I -hour rated.
-- 741a
S5, Exterior rams or stairs are open a one side and have a minimum of 3 5 sq. Vii. of open space not less
than 42" above any floor level.-I)YA-00-
56.
Exterior ramps and stairways are protected from the inside of buildxng as per Section 1022.6.
57. Exterior balco-�
rues, stairways and ramps are over from Ipt Tines and other buildings an the Io-
58.� Egxess courts meet the requirements of
q S�ctlon 1023.5.
59. Assembly occupancies meet the requirements of Section 1024,4
60.. Window egress or better is provided in every sleeping room and any habitable basement. -,/C 1. vestibule is provXded asper Section S(��.Intemational�
3.6 of the Energy Conservation Code.`
ACCESSIBLITY
� . An accessible route connects all accessible buildings, accessible i1 ac�ess�ble elements,
accessible spaces and the pubic right-cifway except as �xceptefac
d by Section I 104�. �
2- In addition to the required accessible entrances., 50% of all public entrances are accessible.
3. Accessible Park).g-
ing is provided as per Table 2106.1.
4. � 0% of hospital out patient parking is accessible end 20% of rehab or physical therapy.�„
5. Van spaces are provided.(one out of six and any porton)
_,A&q�v
6. Accessible parking is provided on shortest route from accessible parking to the accessible
building entrance. 0760,
7. group I occupancies meet accessibility requirements as set Earth in.Section 1107.5.,
�/�
S . group R- 1 occupancies meet the requirements of Section 1107.6 and Table 1107-6. 1. 1.
9. where 4 or more apartment units, one level town homes or condos are located in one structure,
ail units are designe as Type B units as per rCC1ANSI 117.1 unless an a upper level without
elevator service,,�% �.
10. Where more than 20 apartment unit, one level town homes or condos are located in a project, 2%
butnot less than one are designed as Type A units as per ICC/ANSI 117. W AJ
1 1. Wheelchair spaces (and companion seal as er Section 1108-.2.5) are provided in Assembly
Occupancies as per Table 110 8.2.2. 1.
I2. Assistive listening systems are provided in Assembly occupancies where audible
communications are integral to the use of the space. ZPA
13. Any Assembly occupancy performance area has an accessible rout as per Section 1108.2.8,
14. Any dining area in an Assembly Occupancy is f=ully accessible.
15. Self service storage facilities shall provide accessible spaces as per Sec --tion 1108.34114
16. Toilet and bathing facilities are accessible(unless in a private office)as per Section 1109.2.
`
17. Utoilets and bathing rooms are supplied as per Section 1 �Q9.�.1.�_
18. where sins are provided., 5%, but not fess than 1 is accessxble. X'_
19. Where a kitchen or kitchenette is provided, it is accessible{unless in'rype B dwelling),,�
20. Storage cabinets, lockers,, etc. one of each type is accessible as per S ection I I 09.8.-X
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
I .
Attic ventilation exists chat is 11 15 D of the floor spa e o� Z�3D{� with vapor bmier.-
2,VIA 50°f of the attic ventilation is 3 ft. above paves. �,�,�
3. Crawl space ventilation complies with Section 1203.3.
4. Natural. ventilation (windows, doors.7 louvers etc.) is a minimum of 4% of floor space.
5. IIIIeTior spaces that do not have openings directly to outside meet requirements of Section
X203.4.1.X
6. Bathrooms containing bathtubs., showers or spas are mechanically vented.mm4
7. Natural or A-rtificial light is provided that meets the requirements of Section 1205. �
S. Courts shall meet the requirements of Section 1206.3., ,�/
91 Divellings party wars and floors meet the requirements of Section 1207. A�4
10. AlP habitable grooms shah be a minimum of 7' amide, and a minimum of 70 sq, ft. in area.
11. Dwelling units(except Section. 1.2Q8.4 efficleni units) have ane habitable room of I20 s . �
q ft.
12. All ceil�n�s aye a ��nirnum of 7' 6" with no more than 113 at 7"O"s X
131. Attics and crawl spaces have access openings as per Section 1209,
&//1-
14. An energy review has been submitted that meets the requirements of the Internaiional Energy
conservation code. � �. ��� . �Q�
EXTERIOR)ATALLS AND ROOFS
1.
2.
3.
4.
5.
Exterior Wail Vapor retarder provided �n1e�s another approved means to avoid condensation and
leakage has been provided. KOAY -- CMC4
Water resistant baxriex shown on sheathing asper Section 1442.2.
Masonry veneer is flashed at bottom and has weep holes. �
Masonry veneer shall be mechanically attached as9/20
Section 14x5.5. V
Stone Veneer is anchored as peer Section 1405.,6,
6.. Sidings shall be applied as per Section 1405.,
7. Fire separation distance for combustible veneers(siding), meet that of Table
X F{r] I ren Al . _
1406.12.1.2-&AL14
V . .L�U.1LV1llGJ �.� ��u �ruuC ��a.�� meet the requirement off- �i'ab�e 601 for floors. /1//A
9. Metal Compos"I
te Materials(MCM) shall meet the require -ents of Section 1407.
�
10. hoof coverings meet the requirements of Table 1505.1.
1 1. Double under
4 : 12 slope.
epi is provided in asphalt roofs with minimum shape of 2:12 up to and including a
12. An ice darn. membrane (one continuous sheet or two sheet cemented together) for
provided from the roof edge to 241" inside of the insj$e of the exterior wall.
13. Drip edge metal is provided along all roof edge. -VA
14. Metal roofs meet the requirements of Section 1507A.,
15. ]Built-up roofs meet the requirements of Sectio. 1507. 1 �
1G. Single Ply Plastic Roofing meet requirements of lection 1507.12 an
I7. A 11 other roQfina types meet the requirements of Section 1507.
18. Buildings with roof dxains have drams designed and sized as peT
1507.13.
asphalt roofs is
UPC 11 05.0-*_C,64(�
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
I. Structural Use Group (as. per Table 1604.5)
2. Structural documents for light frame wood buildings as per chapter 23 include floor rood and live
loads, group �.ow load basic wind speedvv�ind exposure, seismic design category and site
�.w i
class, A10
3. ASI plans except as described in 41 above Shall i1�.clude the following:a..
live
Toad
�Flaox ncludi
Including
ng any
reductions. X
Roof live
load
as per Section
1607.11 . )f
b.
r
c. Roof Snow load, including the flat roof spoor load, the snow exposure factor, the spoor
load importance factor and the thermal factor. X
d. Wind design dada, including basic v�rzn�d, speed, wind importance factor with building
category, wend exposure, applicable internal res.
ure coefficient and the design wind
pressure used for the design of components and cladding.. '<
e• EaAhquake design data including seismic importance factor, seismic use group, mapped
spectral response acceleratzons, site class, �pectra� response coeff czents, seismic design
category, basic Seismic- Force-resxsting systems, design base shear, seismic response
coefficients, response modification factors and the analysis procedure used. )r
4. Flood zone is identified(if in flood zone see Section 1603.1.,O)-Wi
5. Design of floor live loads in access of 50 lbs per sq. ft. also ide
Section 1603.3. X Aify that signs mush be posted as per
5. Structural design calculations meeting the requirements of chapter 16 have been provided.
7, Architectural,-jueehanical and electrical compones meet the se�sm,�c requirements of Section1621. �`
S • Where special fabrication (usually sieel) is performed off sight, the fabricator has provided a
certificate of compliance as per Section 1704-2.24—
9. Special inspections are identified for welding.-IV�E:40-
1 0. Special inspections are identified for Hugh starength bolting. tvolt2io
1 I . Special inspections are identified for concrete coctYon except as excluded by Section
1.7 04.4. NVIW
12. Special inspection are identified for masonry as per Section 1704.5. A
13. Special inspections are identified for fills greater than 12" deep where a oad i's applied.�Cxl�
14. Special inspections are identified for all pier and pile foundations.
15. Special inspections are 'Identified for spraP /
yed on fire resistance ap 1��atiQns,
16. Special inspections are identified for smoke control systems.
17. Quality assurance plan for seismic resistance is provided (except for design light frame as per
chapter 2308 or reinforced masonry less than 25 feed high)
18. Special inspections are provided for sersmic force resisting systems.
19. Structural observations asper Section 1709 are identified fax struciures�n Seisrm*c Use Groups I1 orIII.
2Q. Truss Details provided or noted to be provided prior to frame inspection. N014MO
SOILS AND FOUNDATIONS
Allowable soil foundation bearing pressure (as per Table 1804.Z).
2. A soil investigation is required per the requirements of SeGt�oza I $ 42.2 where questionab�� sons
such as fill materials, or anis svils, clays or questionable rock strata exist. Do any of these
conditions exist? Yes No Ifyes, axe �tae necessary sail reports provided? Yes No �
� . Grading is a minimumof 2% for concrete or asphalt surfaces or 5% for natural surfaces. )V�
�. �nforrnat�on provided as per Section 1803.5 fstructural fill. /UoI�
5- F(except for 1 story category 1 buildings no bigger than 400 sq. ft.) are 3 6" below grade
for frost protection. /verjLKv
6. Buildings on or adjacent to greater than 3/I slopes meet requirements of Section 1805.3.
�
7. Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is
identified and approved by the building official. '>C
S• Footings designed ,so that the allowable bearing capacity of the soil is not exceeded.
f--
9. Fou-ndatio-a meets the requirements of Section 1805.5 (including tables 1805.5).
Xm
14. Except for Group R and U occupancies of light framed construction of seismic design D and fess
than 3 stories in hieght, concrete is a rnxxzimum. of 3000 P.S.i�
1 � . Retaining walls are designed with a lateral sliding and overt -Liming factor of safety of 1.5.1411
12. Foundation d ainage system or water -proofing (Sect -Ion 1807.3) is provided where water table
warrants.. AAL
13. Darnpraof ng shown under slabs as per Section 1807.2.1..1�
14. Darnpxoofng sho)Am for foundation walls. `�
15.M�numurn of 4" of gravel is shown under, all slabs.
1 6. Foundation ain is installed�exceptin we,, -dr ined gravel areas) as per Section 1 80 7.4.2 and
1807.4-3. 11
1 7. Piles meet
requirements of Section. 1 808
1 809, 1810 and 181 1
. ��-
1$. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1 8 12, -t4//
CONCRETE and MASONRY
1. Construction documents show compress *
've strength of concTete, strength or grade of reinforcement
and the size and location of reinforcement., �''
2. Structures assigned to Seismic ,Design Category D contain a statement identifying xf slab -an -grade is
designed as a structural. diaphragm..
3. Concrete exposed to freezing weather has air entrainment as per Table 1 904.2. 1 and meets the
requirements of Section 1904.2.2 and Tables 1904.2.2(l ) and 1904.2.2(2).
��_
4. Masonry construction documents 'Identify size, grade, type and location of reinforcement, anchors
and wall ties as per Section 2101.3,—�"
S. Masonry fireplaces Piave MAPTUM l.2" thick footings that are 6" wider than masonry,
6. Masonry fireplaces have ei I /j���
reinforcement and anchors as per Section 2 1 1 1
7. Masonry fireplaces meed :g quirements of Section 21 1 1 and Table 2111. 1
8 Masonry chimneys sba ere ul-rements of Section 21 1 3.
WOOD
Z . Truss drawings identify reqwreme s as per Section 2303'.4.11,��,Z
2. Joist layout plans are provided. A) ngineered products have cojmputex layout&
Floor and roof sheathmg meets requirements of Section 23 04.7. -
4. Connections and fastening meet the requirements of Table, 23 Q4.9.1.
a,,
5. Fasteners 74-s
in preservative trey d wood are hc�t-dipped zinc coated galvanized steel, stainless steel
silicon bronze or cop en
�%,�
6. and framing members above foundations are 8" (mina above sofl_��,6�
7. Diaphracyns do not exceed the 4:1 ratio for all edges blocked and 3 4F 1 r unblocked.
S. Shear wall aspect at* r ios meet the requirements of Table 2305.3-3. ,�
9. Shear wall design meets requirements of Section -93 05.3.
� �
GLAZING
1. Glazing in poal, sauna, hot tub, steam room, bathtub or shoyver enclosure sunless 0V60�"standing surface) is safety glazing as per Section 2406.above
2. Glazing Althin 24"of door (unless over 6 0" above stand
2406. ing surface is safety glazing as per Section
3.
Glazing greater than 9 sq. ft bottom below I S top above 3 65' and 3 6" fram walking surfac�e is
safety blazing as per Section.
4. Glazing in guards and rails is safety gazing as per Section 2406.`'y��~
5. Glazing next to stairways, landz gs and ramps sunless over 6ff"above standing surface) i's srafety
glazing as per Sect1on 246. &A
ka
MISC.
� . Number of p1u�b�ng fixtures shah meet the requirements of Table 2 9 02.
2. Separate toilet facilities are r„��17,��� ___
3.
4.
41.
rel
7.
3.1b,
91F
,��,�.,,�� W i Ln 1 o Ux more emplOyees, or combination of
employees and customers (except for mercantile occupancy 'th occuPanc of 50 or less),Publac iazlet facYlitres are provided as perSectio. 2 {}2.G.�Y
Elevators rxzeet the requirements of Chapter 3 p.�,�..
Pedestrian walkway s meet thequirernents of Section 3 1X14. �
Awiu*n
s and canopies meet the requirements of Sectipn 3105.
Marquees meet the requirements of Section...........
swimm�npool en�losur� es and safety devices meet the requirements of Section 3109.
Protection for pedestrians meets the reanjirPm�nt4z of c�ot; � �2 A,�
10. Existing structures meet the requirements of Chapter 34,1l