HomeMy WebLinkAboutCHECKLISTS - 06-00584 & 585 - Super 8 Motel - AdditionSite Plan Review Checklist
Project:
Permit #
C-)(0
Zone-
Surrounding
Land Uses:CbC-,-.
Elevations submitted: ►s
Landscape Plan submitted:
Lighting Plan submitted:
��2�u7
(Q,0,v
Approved?
Name of Project:
Plan Checklist for the 2003 International Building Code
suPe'IZ v
USE AND OCCUPANCY
1.
2.
3.
4.
Classification asper Sections 3 42. 1 & 3 03 thru 3 I
2
Incidental use meas see Table 3 02. 1. 1 A*5-760
Identify if mixed occupancy exists. Yes_x_or No If no then skip 93 below.
Accessory Space (10% or under) WA.
Nonseparated Mixed occupancy as per Section 302.3.1 Alke
Separated Mixed Occupancy as per Table 3�p2, .��dentify on plans
Horizontal Assembliesincluding the rating �y
If Assembly Occupancy exists, is it 754 sq. -ft. or less as per Section 303.1
as per Section 3Q3.1.1
l .t1tloYP!i
��ire farrier Wads andlvr
or less than 50 occupants
404.
LLAIJ� ,��� �,7GlLL1U11 'fVG. �Lriums see �ectxan Underground Buildings see Section 405.
Motor Vehicle Occupancies, see Section 4a6. I-2 Occupancies see Section 4D7. I-3 occupancies
SPP. spotinn d.f73� A/f.,f;.,,�. D,.,�.,.�.� _ _.�� _
rruiecnon t�ooms see �ect�an 4Q9. Stags a�r.d Platforms see
SL+VLioil 41V. Snecial Am»q�m�rtit R„71r1Y1l7c� non Q
Section 412.
Haznrdoii�z-tetra. .3 ►.LLliJli '-F f �F_
vc;Lupancles see Nectlon 415. Aimlication of Flammable Finishes see Section 416,
see Section 417- Organ -c Coatings s�� Section 4 1$ �
, �Ircrart t�.elated Occupancies see
Combustible Storage see Section 413. �r:�tP�-;.��c ca,,,-;,�ri
HEIGHT AND AREA
IW4
Drying Rooms
I . Area, F�rs� Flaflr �� qy,o • � ,Second Floor Third. Floor
2• Area meets requirements as per Table Spa. (Basements need not be included as per Section
543. 1. i) Yes "3C No
3. Height meets requirements as per Table 503. Yes �' No
�. Build'ngs on same Lot? YesNo_K_ �f no then. skip ##S below.
5. Regulated as Sep---
arate� or Regulated as one building as per Sect -Ion 503.1.3
6. Height modified as per Section 504. Yes Na ':� If yes , sprinklers are required.
`
7- Area modified as per Section 506. des No If yes use the area provided below to
calculate increase,
Total Area Allowed after Increase � Area Shown on Plans
_-
8• Zero Lot Line Bui'ldinngss seection 7+D5. For Mezzanines see Section 5Q5. Unlimited Area
Buildings see Section 507.
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1.
4
el
4.
5.
6.
7,
8.
9.
10.
H.
1216
13.
14.
15.
16.
Identify the Type, of Construction as per Section �(�2!111,01
Check allowable material for Type Z and 11 buildings as per Section 603 X`
Table 601 - IdentliyBu"Ide ng V,,Iement Ratings
Table 602 - Identify the Fire Resistance Ratings of0
Exterior Walls PIDItt
Cheek Openings inExterior Walls for compliance with Table 704.8.(If sprinklered, see Section
704.8.1)
PrQ10cctions meet requirements of Sect -ion ?Q4.2 V -
Check �IlY i]LT71'1!'�Il1Gx7 [T�r4-y n. -.I _ __ _
M,,�41,,�.1 uX�,,,,ur�; .�rom roar nelow as per Section 704. 1Q
Check that Parapets are not required as per Section 704, 11 �j07�
Are Firewalls used or require0,
d? ��s No� �f no, skip #10 below.
Check Firewalls for Structural Stabilit
re Ruesist�.nee Rating as per Table 705 4
Made of Noncombustible Mnt�r; a7��P��P„+ �r�,�.o z r� ,,/�.4 T r _
r� �.rY� �� � norizonrai Lont uit
/A
�- _ � -- � Y Vey
�."ll�li��l�y ,��� k..onnectlon to Exterior Walls as per See ion 705.5.1 �1,�- Extend to
�Iorizon�al Projecting ]�Iements as per Section 7x5.5.2 Ope705.8
Cher+
nzngs ono windows) as per
Section � ti'rl# pPt1RtY'�S+7 r�v�n r�v..,...� ...�.-.__�__, _-- - - . r r-
viivL1Ci41V113 lilcu4 .�ecuirements Qt 5ection 71.2 Ducts and
Air Transfer openings in Firewall. meet requirements of Section 705.11.
Are Fire Barrier's usedor required? (as required by table 342.3.2} Yes N �
# 12 below.�f no skip
Check Fire Barriers for Aru 1 aM ty as per Section 7a6.4. Openings limited to 2S%
of walk. Maximum o e g � sq, ft. (unless sprinklered� Check that
Penetrat*ons meet the re it e t o Section 7'12. Ducts and Aix Transfer Openings meet
tie requirements of Section 712 and 716.
Are Shaft Enclosures used or requzred.? yes NoiIf no then skp #14 below.
Shaft Enclosures meet the requirements of Section 7O7.
Are, Fire Partitions used or required? Ian Na If no then skip # 16 below.
check Fire Partitions for Structural Stability and Continuity as per Section 708.4.,-,,,
units that are spxinklered are allowed V2hr. separations versus 1 hr. Dmeet the requirements of Section 712. � �he���h�� �' Ducts and Alir Transfer Openings meet
the requirements of Section 712 and 716.`
17. Fite Rated Ceiling Panels meet requirements as per Section 711.3.1.A/�
,o-
18• All Penetrations in Fere Resist'we 4Va�ls and Ho4�
r�zontal Assemblies meet the requirements of
Section 712.A"LT�
�
19. Fire Resistive Joint Systems meet the requirements of Section 713.
24. Doors and Shutters in Fire Resistive Assemblies meet the requirements of Table ?15,3. ��IeZ2
21. Fire Doors are Self Closlng. f -40--
22. Fire Windows or Glazing confre!�22
orm to Section 715.4 and `able 715-4. ,tib"
23. dire and Smoke Dampers conForm with Section 7 i 6.A��?�
Z4. Fire Blocking and Draft Stopping is provided as per Section 717 1.1-1 Setopping required at partition line in dwelling units with combined
(Draft
not
required if in sprink�ered building with sprinklered concea �c� �f less than 3Q00 Sq. Ft and not
25. Wali and Ceiling Finishes meet the re uirements of Ta803.5
d spaces}
2G. Floor Finish meets requirements of Section 804.,,X ��e and Section 803.�`
FIRE PROTECTION SYSTEM
1. Is a Fire Protection System required for this building in order to menet area,requirements?
etc.
Yes No% If no skip #2 below.
2. List the type of system that is rewired F1;
3. Other requirements requiring Fire Protection Systems (check if needed):
Group A (Asper S ectio 93.2.1 }
Group E (As per Section 903.2.2)___
Group F- 1 (Asper Section 903.2.3}
Group H AAs per Section 9x3.2.4)
Group I (As per Section 903.2.5)
Groin M (As per Section 903.2.6),
(roup R (As per Section 903.2-7)
Group S- t AAs per Section 903.2.8)
Group S-2 AAs per Section 903.2.9)
All Buildings except R-3 vad U AAs per Section 9x3.2, 10) )C—
Duds conveying Hazardous Exhausts (As per Section 9 3.2. �11) ���.Commercial Cooking Operations AAs per Section 903.2.12.2)__;�1_f__4_q11k -
j...�s per Table 903.2.13
4. If Sprinklers identified.needed as �#3 type of system required.
5. If Sprinklers required by any of the above, ,Are Monitors and Alarmsprovided as perSection903.4?
�i 6- If an Altemative Automatic Fire Extinguishing System is identified, does I meet the requirements of
{J �� Section 9Q4? �
i. Are Fire Alarms required as per Sections 907 or 9Q8? Yes No if no then skip #S
below.
8, Do Alarms meet the requirements listed in Sect -ions 9D7 or 908?
9. Is smoke control required?has per Sections 402,, 4Q4, 405 or 41p1 Yes No If es see
Sections 909.�' 7
14. H Occupancies may require smoke and heat vents as per S ections 415.6 and 4 10.
MEAN'S OF EGRESS
1.
2.
3.
4.
5.
0
Minimum height of 7'as per Section 1003.2.
�
Any protruding objects meet the requirements of Section 10 0; . 3 .a
The occupant load shown onplans. 9 0
The occupant load as per calculated by Table 1 ppb, 1 .Z.
Occupant load posted in ever assnSeetivon�
y assembly occupancy as per
Egress width is Ydenti�ied on ii1ans)('
-7 15 '_ �JW
1004.3. nZ�
7. Egress width meets requirements as calculated per Table 1005. 1. X
8, Multiple means of egress sized so that the lass of any one mans of egress shall not reduce the
available egress capacity to less than 5a% of total required.
g. Door encroachment does not reduce the required egress width to less than 50% reqaired,
10 Means of egress is illuminated as per Section 100 d. �Q
1 I . Illumination emergency � y power 1s shown for means of egress as per Section 1006.3./
���"�
12. An enclosed exit stairway is shown, Yew: �� leo if no, skip # 13, # I4 and # 15 below.
13. Enclosed stairway has an area of refuge as per Se6tio 11007.6
14. Area of refue has0 G .6
g 2 -way comm�anicatlans, instructions and is identified as per Sections 1007.6.3,
1007.6.4 and 1007.G.5. Ail
5. Door clear widths are a mznimum of 32". except as allowed by exception of Section 1008. I.1
16. Doors swing in the direction of travel where serving 5Q or rt�ore persons yr in a H occupancy..��
17. Specialty doors meet the requirements of 1008 .1.3 qty � ��--
1 S. All egress doors have a landing on both sides as per Sections 1008-1.4 and 1008-1.5.
19. Thresholds are identified as a max''
r�um of V2" high, for swin doors Section lOD$.1.6. �; g and 3��" for sliding doors as per
2D. Space between two doors is fess than 48"(excep-t R2&R3 non Type A units),V,
21. Locks and latches meet requirements of 1008. 1.8. 1,�(,
22. Panic hardware is shown at required lo
CCALions (Section 1008.1.9).
23. Does a stairway exist. Yes-d-k-
� lVo Ifno, ship #24 thio #28.
24. Stairway doors do not open over stars. `X'
25, stairways are a minimum
---
1009. I)o of �4" wide except where occupant load is 50 or less or as per Section
�
26• Maximum riser is 7 inches and minimum dread is 1 I inches. (�
27. A landing is provided at the top and bottom of each stairway.
28. A/laximum vertical rise without a lending is 12' ,d
29. Handrails are identified that meet the requirements of Section 1009.11
:�'C
30. Handrails return to wall, etc. yr are continuous to next star handrails_�
3 X . Elevatton change of over 1/20 is designed as a ranr�p as per Section 1010IjA 1
32. Exit signs ars id if' when over 2 doors are required for exiting. LI
-ep
33 . Exit signs are spaced no more than 10 0 " apart or to the doox.
34. 42" guardrails are shown whenever a walkingsurface is over 30"L above gra&
35. Any roof mechanical equipment within 10' from edge has a guardrail shown.
36. Egress does not pass through intervening spaces unless the space i's accessory to the area seared and
the intervening space is not hazardous.�
37. If multiple tenant spaces exist, egress from any one does not pass through another.:,�f/-�-
38. Length of common egress Caravel does not surpass requprements as per Section 10 13..3.
39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2. �°� �
40. Spaces with one means of regress meet the following maximum occupancy loads..--ALnCA�,o
a, occupancy A,B,E,F,M & U -SCJ occ.
b. Occupancy H-I, H-2, & H-3 - 3 occ.
C. Occupancy H-4, H-5.5 1-1 , I-3, r-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 app or where the space is s�xve� by an automatic sprinkler sc�
ystem, the distance is 1/3���j�
42. If boiler or furnace rooms over 500 sq, ft. with btu over 400,aQO, two exits are provided. NO-
w43.I�efr�geratian machinery rooms and refrigerated rooms ov�r 1QQ0 S
44. Stage means of egress comply with Section 1014.6.
q �' �j'�'° exits. �~
45. Exit Access travel distance meets requirements
q �.ts �f Table 1015.1. /1�
46. Exterior exit balconies constructed in accordance with Section I-
0 15.3 have 100added to their travel
distance.�.
-4L/
47, Corridors are rued as per Tabic 10 16.1. �'� ►-�
48. corridor widths meet requirements of Section 1016.2. X
49. corridor dead ends are fess tan 2Q' or SQ' fay sprinklered occupancies B and
50. corridor not used as plenum unless �n a tenant space of fess than 1000 sq. fto-X,
51. The mImmum nunr�ber of exits for occupant Load meets the followi -
1-5a0 requires 2 exits
SO 1-1000 requires 3 exits
More than 1000 requires 4 emits
W
52. Buildings with one exit meet the requirements of Section and TabXe 10 18.2
53. Interior stairwells required as a means o�'egress meet the reSection
54. Space under stairs is ident.ified as I --hour rated. b �u��e����� °� 1019.
�
S5. Exterior ramps or stairs are open on, one side
P and have'
a minimum of 35 sq. ft. of open space not less
than 42" above any floor bevel.__ �,r---
56. exterior ramps and stairways are protected from the inside of building as per Sect -Ion 1,022.6.&/)_/L_
5 7. Exterior balconies.,
stairways and ramps are over 10' from lot lines and other buildings on the lot,
5$. Egress courts meet the requirements of Section 1023-5.
59• Assembly occupancies meet the requ41
irements of Section 1024.)L -
a
G4. window egress or better is provided r� every sleeping room and any habitable basement.
61. Vestibule is provided as per Section 8D2.3.6 of the International Energy��'Conservation Code.
ACCESSIBLI'CY
1'. An accessible route connects all accessible buildi"nas, accessible fac*10'fies, accessible elements,
accessible spaces and the public rx�hi-af-way except as excepted by Section 1104).
�'
2. In addition to the required accessible entrances, 50% of all public entrances are aecess�ble.
3. Accessible parking i� provided as per Table 1106.1. Ai,51.60
_\L_
4. 10% of hospital out patient parking is accessibly and 20% of xehab or physical Therapy.X,
5- Van spaces are provided.one out of six and an ortio � ��
6- accessible parkingis rovid�d an s y � n� � p h�rtest route from accessible parking to the accessible
building entrance.
jvu"7.4 3
r
7. Group Z occupancies meet accessibility requirements as set fort. in Section 1l07.5.P_X//009_
8. Group R-1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1.IZA0
9. Whexe 4 ar more ap, artment unitsane 1evel town homes or �
condos are located �n one units are designed as Type B units as per ICCIANSI 117.1 unless on a upper ?eves without
elevator service. 10. Where more than 20 apartment unit, one level town homes or condos are located 'in aro� 'ect °
but not Tess than one are designed as Type A units as per ICCIANSI 117. 1.
� � z/�
11. Wheelchair spaces (and companion seat as per Section 1108.2.5 areprovide Assembly
Occupancies as per Table 1108.2.2. 1. --
12. Alistening systems are provided in Assembly occupancies where audible
communications are integral to the use of the space.
13. Any Assembly occupancy p y performance area has an accessible route as per Section 1108.2.8.
14. Any dining area in an Assembly occupancy is fully accessible. ,.�
15. Self service storage facilities shad provide accessible spaces as per Section 1 I 08.3.,;�/`//`_
16. Toilet and bathing facilities are accessible(unless n a private office)as per Section 11D9.Z. )<17. Unisex Toilets and bathing rooms are supplied as per Section 1109.2.1. -�:� ��
18. Where sinks are Provided '
5°/a, but not Less than, I is accessible. � "
19. Where a kitehexl or kitchenette 3s provided, it is accessible unless in Type B dwelling).%1�--
Z0• Storage cabinets, lockers, etc. one of each ty e is acGessibe as I
P per Section
ENVIROMENT AND ENERGY CONSERVATION
I . Attic �entilat�or� exists that is 1/�5� ofthe floor space or 113 00 with vapor barrier. -1
_�K
2. 5d% Df the attic ventilation is 3 ft. above eaves.
3. Crawl space ventilaiion camplies with Section 1203.3- /J/,V-1
4• Natural ventilation windovvs, doors, louvers eta.}
is a minimum of 4% of floor space.
dk
so
31
T
8.
9.
10.
11.
12.
13.
140
6 100*1
Interior spaces that do not
1203.4J.. x
ig
have openings directly to outside meet requirements of Section
balftrooms containing bathtubs, shower's or spas are mechanically vented. -AJ i �
Natural or Artificial light
is provided that meets the requirements of Section 1205.
Courts shall meet the requirements of Section 12�6.3.��L , IDwellings party walls and floors meet the requirem
4h I* requirements of Section 12a7.�_
All habitable rooms shall be a minimum of 7' Wide and a minimum 0 0 0 � I 1muln of 70 sq. ft, in area.
Dwelling imi f Q tea -V + Sect".on
x.48.4 efficient unitsh)ave cine habrtable room of 1 20 s
Alt L, 41
e nigN aic a mil !mum 01 1"W" with no more than 1 /3 at 7'0".
Attics and crawl spaces have access openings as per Section 1209
An
energy review has been submitted that meets the requirements of the
conservation code. -x -
EXTERIOR WALLS AND ROOFS
2.
34
International Energy
approved
� 1 0
Ext�rxor Wall Vapor retarder provided unless another ap rove -atot [i
leakage has been provided- P0709 p d -S avoid condensation and
Water res'
istant barrier shown on sheathing as per Chapter 14,A
Masonry veneer is flashed at bottom and has weep doles R per Seciion 1405.3.2. 14
,�
,-,t. 1Vlasanry veneer Shall be mechanically attached as v r Section 1 405.5
S • Stone Veneer is anchored as per Section 1405.6
6. Sidings shall be applied as per Section 1405.- -*
7 Fire separation distance 0
fir QumnusilDie veneers(siding) meet that of Table 1406.2.1.2.
S. Balconies that protrude shall meet the requirement of Table 60 1 for floors.
9. Metal Composite Materials(MCM} shall meet the requirements of Section .140
1 0. Roof coverings meet the requirements of Table 1505. 1. )WAOV
M
11. Double underlayment is provided in asphalt roofs i
th mini
4 ': 1 2 slope. MUM slope of 2:12 up to and Including a
-L-
1 2. An ice dam membrane (one continuous sheet or two sheet cemented together) for all asphalt roofs is
provided from the roof edge to 240" inside of the inside of the. exterior
13. Drip edge metal xs provided along all roof edge. wail.-/
14. Metal roofs meet the requirements of Section 1507.4. ��
1 5. Built-up roofs meet the requirements of Section 1 507. 1 0.
16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.13,,, 0"/
17. All other roofing types meet the requirements of Section 1507. IAIAI-
18. Buildings with roof drains have drains designed and sued as per UPC' I I Q5.44e?1&1
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 roof and live
loads, ground snow load, basic wind speed, wind exposure, seismicdesign category and siteclass,
3. Al1plans except as described in # I above shall include t e
following:
a. Floor live load including any reductions.
b. Roof live load as per Section 1647. 1 1.c• Roof Snow load, -h.--x
including the that roof snow load, the snow exposure factor, the snow
load importance factor and the thermal factor. 100
d• Wind design data, including basic wind speed, wind
category, importance factor with buildingwind exposure.,applicable internal pressure coefficient and the designwind
pressre used four the design of components and e�a�ding.
e•
Earthquake design data including seismic importance factor, seismic use group., mapped
spectral response accelerations, site cuss, spectral response coefficients, seismic design
category, basic seismic -ford -resisting systems, design base shear, seismic response
coefficients, response modification factors and the anal- sis procedure used.
4. Flood pane is identified(if in flood zone see Section 1603.1-6)5. DesYgn affloox 1iv ads i . n access of �a Ibspers f�. �
q also �dentlfy that signs must be posted as per
Seefion 1603.3 .
6. Structural design calculations meefing the requirements of chapter 16 have been provided.
?. Architec ural, mechanical and elect162 1. rical components meet the seismic requirements of Section
S. Where special fabrication (usually steel) is performs Gaff sight, the fabricator hasiprovded a
certificate of compliar�ce as per Section 17Q4.2.i . %
9. Special inspections are identified for welding.
;W/000-
10 -
Special inspections are identified for high strength bolting.
11. Special inspections are identified for concrete constructi
1704.4._yt-fdP on except as excluded by Section
12. Special inspection are identified for masonry as per lection 1704,5,
Z//X--
I
13. Special inspections are identified for fils greatear than � 2" deep where .load is applxed._��'%�
14. Special inspections are identified for all pier and pile foundations._ ��-
1 S. Special inspections are identi'fied For sprayed on tire resistance ap Iic tions.z
16. Special ins ections are ideas ' p
p tlfied far smoke control systems.
17. Quality assurance0 -P 6
pian for selsmIc resistance is provided (r design light frameas per
chapter 2308 or reinforced masonry less than 25 feet hi-gh)7,V1$, Special inspections are provided fvr seismic force resisting systems. Ali
19. Stiructuralpbservations as per Section 17Q9 are identified for structures in Se'smoe Use Grasps II or
20. Truss Details provided or noted to be provi'ded prior to frame inspection. /VO,Azv
SOILS AND FOUNDATIONS
1. Allowable soil foundation bearing pressure has per Table 1804,2}.
Z. A soil investigation i� required per the requirerr�ents of Section 18 2.2 where questionable sans
such as fill materials, organic soils, clays or questionable rack strata exist. Do any of these
conditions exist? Yes No� If yes, are the necessary sax reports provided? ,Yes
3. Grading is a minimum of 21' o for concrete or asphalt surfaces or 5% �
for atural surfaces.
4. information provided as per Section 1803.5 for arsfill�.
y structural . ,
S_ Footings (except for 1 tory category 1 buildings no bigger than 400 sq. ft.) are 36" bylaw grade
for frost protection.
d. Buildings on or adjacent to greater than 3f1 slopes meet requirements of Section 1805.3.. 2f
7. Top of foundation is a min �mum of � 2" ab�ovc the ad' ac streetutter
identified and approved by the building official.. � (unless � drainage path �s
8. Footings designed so that the allowable bearing capacity of the sail is not. exceeded.
9. Foundation meets the requirements
of Section 1$45.5 (including tables 1805.5j. owot'-
10. Except for group R and U occupancies of light framed cons"an of seismic design D and less
than 3 stc�rles �n hleght, eon�refe is a minimum of 3000 P.S-IT
11. Retaining wa11s are designed. with a lateral sliding and overturning factor of safely of 1.5400�
12.
13.
14.
15.
16.
mage
Foundation drAsystem or water -pro
warrants,
Ofing (Section 1 807.3) is provided where water table,
"amprooling shown under slabs as per Sectio 1$x7.2.1-r,Damproofing shown for foundation walls.
Minimum of 40" ofgravel is shown under all s1j'abs.-Al",
Foundation in zs installed {exceptin well-dralaned gravel areas) as peer Section
1847.x.3.i7i
Piles meet requirements of Section 1SQS, 1 8 09, Z 8 1(] a n J I R 1 1 1 ��i.
Piers are a minimum of 2' Wide and meet requirements of 1 808.2.23. and 1 8 12 -
CONCRETE and MASONRY
1807.4.2 and
1. Construction documents show compressive strength of concrete, strength or grade of reinforcement
0
and the size and location of 'reinforcement.
. -4-
2. Structures assigned to Seismic Design ategory D contain a statement Identifying if slab -on -grade is
designed as a structural diaphragm.
3. Concrete exposed to fareezinga weather has m rain . air ent ment as per Table 1904.2. -1 and meets the
requirements of Section 1904.2.2 and Tables 1904.2.2(l) and 1944.2.2(2*,�.11.
IN
4. Masonry construct -Ion documents idem'size, grade, type and locationand wall tips as per S ct* n 2 1 01.1 of reinforcement.. anchors
5. Masonry firepla S e 'nimum 12" thick footings that are 6" wider than masonry.
6. Mas°ruY f rep e v i mic reinforcement and anchors as per Section 2111.
7. Masonry fir I s esign requirements of Section 2 -111 and Table 2 111. I .
8. Masonry imne all meet requirements of Section 2 113.
1 . Truss drawings identify requirements as per Section 2303.4.1. 9
2. Joist layout plans are Provided. I)r Engineered products have computer layout.
3. Floor and roof sheathing meets r�equirements of 230-4.7.-'V
4. Connections and fastening meet the requirements of Table 2304.9.1.,Loo'
5. Fasteners in preservative Bated wood are hot -dipped zinc coated galvanized steel, stainless steel.,
silicon bronze or coppevl-
6. 'Wood framing members above foundations are 8" (min.) above soil.
7. Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3: 1 1 for unblocked.- '\oll
8. Shear wall aspect ratios meet the requirements of Table 23-05.3.3,
9. Shear wall design meets requirements of Section 2305.3. V
GLAZING
1. Glazing zn psauna, hot tub, steam room bathtub or shower enclosures C-110, S (unless over 60" above
standing surface) 'I's safety glazing as per Section 2406.
2. Glaring within 24" of door (unless over 60" above standing surface) is safety glazing as er Section
24Q6.,� p
3. Glazing greater than 9 sq. ft., bottom below 1 8", top above 36" and 36" from walking surface 'i's
safety glazing as per Section 2406._X__
4. Glazing in guards and rails is safety glazing as per Section 240(e.
��
5. Glazing next to stai*rways, I
glazing as per Section 2;n. gs and ramps (unless over 60" above standing surface.) is safety
0
� . Number of plumbing fixtures shall meet the requirements of Table 29Q2. 1.
-'e4r
2. Separate Wild facilities are provided for spaceswith 16 or mare employees, or combination of
employees and customers (except for miercantlle occupancy wi0
th occupancy of SO or fess}.
3. Public toiled facilities are provided as per Section 29p A.
4. Elevators meet the requirements of chapter 30.
5. Pedestrian walkways meet the requirements of Section 3104.
�[
6_ Awni'ngs and canopies meet the requirements of Section 3105.
7. Marquees meed the requirements of Section 3106._ 03r,
8. Swimming pool enclosures and safety devices meet the requirements of Section 3109.�
9. Protection for pedestrians meets the requirements of Section 3306..x''
10. Existing structures meet the requirements of Chapter 34. -,w6