HomeMy WebLinkAboutCHECKLIST - 05-00480 - Pinnacle Security - RemodelD
Plan Checklist for the 2003 International Building Code
Name of Project:
USE AND OCCUPANCY
/!vA/AC 11th
os
� . Classification as per Sections 302.1 & 303 thru 312A -- To.
2. incidental use areas see Table 3 02. 1.1 )VOTi VC
3. Identify if mimed occupancy exists. Yes_x_or No If no them skip 93 below.
Accessary Space (10% or under) )(
Nonseparated Mixed Occupancy as per Section 3DZ.3. 1 �
Separated Mixed Occupancy as per Table 302.3.2 _7 Ideritify on plans Fire Barrier Walls and/oar
Horizontal Assemblies including the rating
3, If Assembly Occupancy exists, is itt 754 sq. ft. or less as per Section 303.1 or fess than 50 occupants
as per Section 3 D3.1. 1
4. Covered Malls, se Sect' 402. Atriums see Section 444. Underground Buildings see Section 445.
Motor Vehicle 0 un. ie ,see Section 406. I-2 occupEanctes see Section 4a7, I-3 Occupancies
see Section 40$. o iv P'c ure Projection Rooms gee Section 409. Stages and Platforms see
section 4 1Q. Spe 1 UL ent Buildings see Section 411. Aircraft Related Occupancies see
Section 412. Co Usti le t ge see Section 413. Hazardous Materials see Section 414. H-
Occupancies
see e io .Application of Flammable Finishes see Section 416. Drying Rooms
see Section 417. � 4r a is oa ings see Section 41$.
HEIGHT AND AREA
I . Area, First Floor ,Second Floor , Third Floor
2. Area meets requirements as per Table 503. (Basements need not be included as per Section
503.1.0 Yes No
3. Height meets requirements as per Table 543, Yes leo
4. Buildings on same '`des leo If no then skip 45 below.
5. Regulated as S e or regulated as one Building as per Section 503.1.3
d. Height mcg as per Section 544. Yes No If yes , sprinklers are required.
7. Area m�d,� as per SeGti�n 5�6. Yes No 1If yes use the area provided below to
calcie1 i tease. -JO7. ri h.
J*
ft
OF
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
I IP
2.
3.
Identif the Tv -De of Construction as er Section 602 iY�
Check allowable material for Type I and II buildings as per Seco
I -
Table 601 - Identify Building Element Ratings -Aif
on X43
4. Table 6[}2 - Identify the Fire Resistance Ratings of .Exterior Walls.)(
5. Check Ope inks in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section
704.8.1)
6. Projections meed requirements of Section 70462,�
7. Check for window vertical exposure from roof below as per Sec ion 704.10
8. Check that Parapets are not required as per Section 704.11
9.
Are Firewalls used or required? Yes. -h' 5( No If no., skip #10 below.
1Q. Check Firewalls r S uctu tabili yFire Resistance Rating as per Table 705.4
Made of Noneo us e Ma cr's(e ce t Type V) Horizontal Continuity Vertical
Continuit�i a e is t -£�t 'or �L�'alls as per Section 705.5.1 Extend to
Horizontal Proj ti E eme f per Section 705.5.2 Openings ono windows} as per
lection 7Q5.8 Check that Penetrations meed requirements of Section 71.2 eructs and
Air Transfer Openings in Firewall meet requirements of Section 705. 1 1.
11. Are Fire Barriers used or required ? (as required by table 3 02.3.2) Yes No If no slip
#12 below. 0 �
12. Check Fire Ba ers f x r ural stabx14y as per Section 706.4. Openings limited to 25%
of wall. xi o 'ng size of 12D sq. ft. (unless sprinklered) Check that
Penetrations m e th r qu re e ts of Section 712. Ducts and Air Transfer Openings meet
the requiremen s e io 7 2 and 71-6.
13. Are Shaft Encs sur se or required? Yes No If no then skip # 14 below.
14. Shaft Enclos s meet the requirements of Section 707.
15. Are Fire Part"to
ons us d or required? Yes No If no then slop # 16 below.
-V-
16. Check Fire P 'ti s f Structural Stability and Continuity as per Section 708.4. Dwelling
units that ares i 1 r ars allowed V2hir. separations versus 1 hr. check that
Penetrations e e uiremenis of Section 712. Ducts and Air Transfer Openings meet
the xequxreme ts o S ctian 712 and 716.
17. Fire Rated ceiling Panels meet requi*rements as per Section 711.3. 1.
18. All Penetrations inFire Resistive Walls and Horizontal assemblies meet the requirements of
Section 712.
r pr
19. Fire Resistive Joint re Systems meet the ui�rements of Section 713.�
24. Doors and Shutters in Fiore Resistive Assemblies meet the requirements of Table 715.3.---Aj6Vd9
21. Fire Doors ars Self Closing. tvOlt;Q
22. Fire 'Windows or Glazing conform to Section 715.4 and Table 715.4.PJID11:5i
23. Fire and Smoke Dampers conform with Section 716.��b
24. Fire Blocking and Drat Stopping is provided as per Section 717 (Draft Stopping is not
required at partition. line in dwelling units with combined space of less than 3000 Sq. Ft and not
required if in sprinklered building with sprinklered concealed spaces)
25. Wall and Ceiling Finishes meet the requirements of 'Fable 803,5 and Section 803. �
26. Floor Finish meets requirements of Section 804.
FIRE PROTECTION SYSTEM
I .
2.
3.
4.
FOO
Is a Fire Prot rciion System required four this building in order to meet axea, height etc. requirements?
Yesld�n� s�f ki #2 below.
p
List the type of system that is required
Other requirements requiring Fire Protection Systems (check if needed:
Group A AAs per Section 903.2. 1 }
Group E (As per Section 903.2.2)
Group F - I (Asper Section 903.2.3)j
Group H (As. per Section 903.2.4)_
Group I (As per Section 903.2.5)_
Group M (As per Section 903.2.6)_
Group R (As per Section 903.2.7)_
Group S- 1 (As. per Section 903.2.8)
Group S-2 (As per Section 903.2.9)
All Buildings except R-3 and U AAs per Section 943.2. 1 0)_/Wt&z�
a is Section 9�3.�.12. i � /
Duds conweying Hazardous Exhus �As per}
Commercial Cooking Operations (As per Section 903.2.12.2)
As per Table 903.2.13 )(
If Sprinklers needed as identified in 93 list type of system required. /V 19��
S. If Sprinklers required by any of the above, Are Monitors and Alarms provided as per Section.
943.4?_Pb_16Jy
6. If an Alternative Automatic Fire Extinguishing System is identified, Maes I meet the requirements of
Section 904 ? ka -d
7. Are Fire Alarms required as per Sections 9a7 or 908?. Yes l� � o if no then skip #8
below.
S. Do Alarms meet the requirements listed in Sections 9(37 or 9084v�-/-UV
9. 7s smoke control reuxr+ed?(as per Sections 1102, 404, 405 or 410) Yes No If yes, see
Sections 909. pt -.
10. H Occupancies may require smoke and heat vends as per sections 415.E and 410.
MEANS OF EGRESS
1. Minimum height of 7'as per Section 1003-2.
2. Any protruding objects meed the requirements of Section 1003.3
>(
3. The occupant load shown an plans.Y 0
4. The occupant load as per calculated by Table 1004.1.2. �_o J
5. Occupant load pasted in every assembly occupancy as per Section 1(}Q4.3. /Vo--IreD
6. Egress width is identified on p lans.
7. Egress width meets requirements as calculated per Table 1405. 1. X_
8. Multiple means of egress seed so that the loss of any one means of egress shall not reduce the
available egress capacity to less than 50% of total xequired.
,>�
y. Dior encroachment does not reduce the required egress width to less than 50% required.
10. Means of egress is illuminated as per Section 1006. 0 -AV
11. I11umxnation emergency power is shown for means of egress as per Section 100-6.3.
12. An enclosed exit stairway is shown. Yes No)( if no, skip # 13, # 14 and # 15 eXow.
13. Enclosed stairway has an area of xefuge(as per'Section 10a7.fi} ox is sprinklered.��-
14. Area of refaiae has 2 -way cmmuriications, instructions and is identified as per Sections 1007.6-3,
1007.6.4 and 1007.6.5.
15. Door clear widths are a minimum of 32". Except as allowed by exception of Sectio. 1008.1 - I . kDl-eO
16. Doors suing in the direction of travel where serving 5 or more persons or in a H. oceupancy.0 el
7
l7. Specialty doors meet the requirements of 1Q08.1.3.
18. All egress doors have a landing on bath sides as per Sections 1008.1.4 end 1008.1.5.
19. Thresholds are identified as a maximum of %2" high, for swing doors and3/4" for sliding doors as per
Section 1008.1.6.
20. Space between two doors is less than. 48"(except Pa&R3 nor Type A units), �
21. Lacks and latches meet requirements of 1008.1.$. N1W
2Z. Panic hardware is shown at required locations �5ection 10 0 8. 1 . 9). �
23. Does a stairway exist. Yes Na If no, skip #24 thru #2$.
24. Stairway doors do not open over stairs.
ffA--
25. Stairways are a minimum of 44" wide except where occupant load is 50 or less or as per Section
1009. 1). =W
26. Maximum riser is'7 inches andminimum tread is 11 inches.
27. A landing is provided at the top and bottom of each stairway,
28. Maximum vertical rise without a landing is 12'. �
2.9. handrails are identified that meet the requirements of Section 1009.11 d,
�
3D. Handrails return to wall, etc. or are continuous to next stair handrails �?�0
3 1. Elevation change of over 1/20 is designed as a ramp as per Section 1 J1 D
3Z. Exit signs are identified when over 2 doors are required for exiting. NVICZ
.`33. Exit signs are spaced no more than 100' apart or to the door.��W
34.42 " guardral-Is are shown whenever a walking surface is over 30" above grade,.Y--
3 5. Any roof mechanical equipment within 10' from edge has a guardrail shown. X
36. Egress does not pass through intervening spaces unless the space is accessary to the area served and
the intervening space is not hazardous.�
37. If multiple tenant spices exist, egress from any one does not pass through another.�
3 S. Length of common egress travel does not surpass requi"rements as per Section 10 13. 3 .
3 9. Required egress aisle adjacent to tables shall comply with Section 10 13.4.2.-,V/
40. Spaces with 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, & 1-1-3 - 3 occ.
C. Occupancy H-4, H-5, I-1, I-3, T-4, & R - 10 occ.
d. Occupancy S - 30 occ.
4 1. Where two or more exits are required, they are a minimum of �/� the diakonal distance of the space
served apart or where the space is served by an automatic sprinkler system, the distance is 1/3.;
b1V
42. If boiler or furnace rooms over 504 sq. ft. with btus over 400,000, two exits are provided. W/OL
43. Refri'geration machinery rooms and refrigerated rooms ,ver 1000 sq. ft. have two exits4�IA
44. Stage means of egress comply with Section 1014.6. /V/%�
45. Exit Access travel distance mets requirements of Table 10 15. 1.
46. Exterior e balconies constructed in accordance with Seetion 10 15.1 have 100' added to their travel
distance.W7
47. Corridors are rated as per Table 10 16. 1. AlRytg
48. Corridor widths meet requirements of Sect.1"on 1016.2.
49. Corridor dead ends are less ion 24' or 50" for sprinklered occupancies B and F. &R7�
50. Corridor not used as plenum unless in a tenant space of fess than 1000 sft. X
S 1. The minimum number of exits for occupant load meets the following:_ -y
1-500 requires 2. exits
501-10Q0 requires 3 exits
More than 1000 requires 4 exits
52. Buildings with one exit meet the requirements of Section and Table 1018.2.
��
5 3 . Interior stairwells required as a means of egress meet the requirements of Section 1019. AIC71f'-�
54.
Space under stairs is identified as 1 -hour rated. AVTt:*..V.
SS, Exterior ramps or stars are open on one side and have a minimum. of 35 sq. ft. of open space not less
than 42" above any floor level. ff)p--
from the inside of building��d. Exterior ramps and stairways acre protected as per Section
4 IX4
57. Exterior balconies, stairways and ramps are over 10' fromI t lines and other buildings on the lot.. 141958. Egress courts meet the requirements of Section 1423.5.
59. Assembly occupancies meet the requirements of Section 1024.�
60. Window egress or better is provided in every sleeping room and any habitable basement.
61. Vestibule is provided as per Section 802.3.6 of the international Energy Conservation Code,.
ACCESSIBLITY
1. An accessible route connects all accessible buildings,, accessible facilities, accessible elements,
xight-of-way (except as excepted Section 1104). �
accessible spaces and the public by
all ic entrances are accessible.
publ
2. In addition to the required, accessible entrances, 54%o flf
3. Accessible parking is provided as per `able 1106.1. P
-6-776V
4. 14% of hospital out patient parking is accessible and 20% of rehab or physical therapy.
5. Van spaces ars provided.(one out of sig and any portion) A191W
6. Accessible parking is provided on shortest route from accessible parking to the accessible
building entrance. --JUbROD
as set in Section 5 .
forth 1107,
7. Group I occupancies meet accessibility requirements
S. Group R-1 occupancies meet the requirements of lection 1107.6 end Table 1147.+5. 1.1
9. Where 4 or more apartment units , one level town Names or condos are located in one structure.,
level out
with
all units are designed s Type B units as per ICCIANSI 117.1 unless on a upper
elevator sexvice.
10. Vmore than 20 apartment unit, one level town homes or condos are locate in a project, 2%
but not less than one are designed as Type A units as per 1CC/AN S I 117. 1.
11. Wheelchair spaces hand companion seat as per Section I 10 8. 2-5) are provided in Assembly
occupancies as per Table 1108.2.2. 1. >(
12. Assistive listening systems are provided in Assembly ocFupancies where audible
communications are integral to the use of the space.
13. Any Assembly occupancy performance area has an accessible routeas per Section 110$.x.8.
14. Anlining area in an Assembly is . accessible.
fully /4--14
y
Occupancy111
I5. Self service storage facilities shall provide accessible spaces as per Section 1108.3..44
�
in a private per l 1109. 2. �
16. Toilet and are ible(unless office)as etion
bathingfacilifies access
17. Unisex toilets and bathing rooms are supplied as per Section 1109.2. L �
18. Where sinks are provided, 5°/v; but not fess than 1 is a.ccessibXe:)C
e it is accessible unless in B
dwelling).,
a or kitchenettprovide
19. Whcre kiitchens d, Type Pv
20. Storage cabinet, lockers, etc. of each is accessible as per Section
one type 1109.8.
_
�
INTERIOR F-.,,NVIROMF-.NT
AND ENERGY CONSERVATION
1. Attic ventilation exists that is 1/150 of the floor space r% -r 11300 with vapor barrier.
2. 50% of the attic ventilation I*s 3 ft. above eases.
3. Crawl space ventilation complies with Section 1203.34.
4. natural ventilation (w�ndaws, doorsTO louvers etc.) is a minimum of 4% of floor space.il�k
5. Interior spaces that do not have openings directly to outside meet requirements of Section
12 0 3 .4. 1. )C
6. Bathrooms containing bathtubs, showers or spas are mechanically vented -A 1A
7. Natural or Artificial Tight is provided that meets the requi emends of Section 1205.
8. Courts shall meet the requirements of Section 1206.3..e//;L-
9.
Dwellingspartywads aid floors meet the re uirenaents of Section 1207. q
10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area.
11. Dwelling units(except Section 12(38.4 efficient units) have one habits le room of 120 sq. ft.
���---
1 2. All ceilings are a minimum of 76" with no more than 113 at 7'O'
13. Attics and crawl spaces have access opcninvs as per Section 12n9.
14. An energy review hasb en submitted that meets the requirements of the international Energy
conservation code.
EXTERIOR WALLS AND ROOFS
I *
2.
3.
Exterior Wall Vapor retarder
leakage has been provided.j
ided unless another approved means to avoid condensation and
'A
Water resistant barrier shown on sheathing as per Chapter 14. '"/
Masonry veneer is flashed at bottom and has weep holes as per Section
4. Masonry veneer shall be mechanically attached as
5. Stone Veneer is anchored asper Section 1405.6�
6. Sidings shad be applied as per Section 1405..
7. Fire separation distance for combustible vene
8. Balconies haat protrude shall meet the require
9. Metal Composite Materials(MCM) shall me
10. Roof coverings meet the requirements of T
11, Double undexlaym.ent is provided in alpha r
4: 1 Z slope.
12.. An ice dam membrane (one continuous e t
r Section 14D5.5.
1.405.3.2
S(Siding) meet that of Table 1406.2.1.2.
ent of Table 601 forfloors,
the req irements of Section
le 150 .1.
1407.
afs yfith minimum slope of 2:12 up to and including a
provided from the roof edge to 24" insifie if the/ in
13. Drip edge metal 'is provided slang all
14. Metal roofs meet the requirements at
oofedge.
ection 1507.4.
e'xn.ented Together) for all asphalt roofs is
ie exterior wall.
15.- Bulli -up roofs meet the requiremen of Section 1507.10.
16. Single Ply Plastic Roofing:meet re �uireme�.ts of Section 1507.12 and 15+7.13.
17. All other roofing types meet the r quirements of Section 1507.
18. Buildings with roof drains have drains designed and sized as per UPC 1105. 0
._
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1.
2.
39
Structural Use Group (as per Table 1604.5) :Zc�
Structural documents for light frame wood buildings as per chapter 23 include floor roof and live
loads, ground snow load, basic wind speed,
class. 0 -W
All plans except as described in 41
a.
b.
C.
wind exposure, seismic design. category and site
above shall include the -Fo 1
Floor live load including any reducs.
Racal X�v� load as per Section 1.647.J:t
Rvvf Snow 1Qad, including the flat to c�,
load importance factor and the the
CtOr.
the snow exposure factor, the no
d. Wind design data, includin basic wind speed, wind importance factor with building
category, vvinc� exposure, --k p livable internal pressure coefficient and the design wind
pressure used for 4a -
i of components and cladding.
e. Earthquake desig ncx�ding seismic importance factor, seismic use group, mapped
spectral r � elerations, site class, spectral response coefficients, seismic design
category, x ismic-force-resisting systems, design base shear, seismic response
coefficient r sponse modification factors and the anal sis procedure used.
4. Flood zone is identified(ii6f in flood zone see Section 1603,1.6)
5. Design of floor liv loads in access of Sa lbs per sq, ft. also identify that signs must be pasted as per
Section 1643.3.
6. Structural design calculations meeting the requirements of chapter 16 have been provided..
7. Architlar'-furall, mechanical and electrical components meet the seismic requirements at Section
1621.
S. Where suecial fabrication (usually steel) is perfor_off sight, the fabricator has provided a
certificate of compliance as per Section 1704.2.2.
9. Special inspections are identified for welding.
'4/ L/P--
14. Special inspections are identified for high strength boltin ". _
11. Special i44,lpections are identified for concrete construction except as excluded by Section
1704.4 � ^
12. Special
inspection
id nt fierl"
r masonry as per Section 1.74.5.
13. Special
inspections ;
- i e tifi d
or fills greater than 12" deep where a load is applied.
14. Special
inspections r
d ti
or li pier and pile foundations.
15. Special
inspections r
i nfii ie--
or sprayed on fire resistance applications.
16. Special inspections are ientfied for smoke control systems.
17. duality assurance pian for seismic resistance 'is provided (excep for design light frame as per
chapter 2308 or reinforced masonry less than 25 feet high)���
18. Special inspections are provided for seismic force rresistion g systems.
19. Structurai. observations as per Section 1709 ars identified for structures in Seismic Use Groups 11 or
IIT.
20. Truss Details provided or noted to be provided prior to frame inspectionO�
�
SOILS AND FQUNDATIONS �� K?
� .
Allow le soil foundatio be ing pressure (as per Table 1$44.2).
2. A soil i �es�igation is re wire per the requirements of Section 1802.2 where questionable soils
'I
such as Il materials, o anic oils, cla, r questionable rock strata exist. Do any of these
6
C011d1t1 eX1St`YDS No.. If y , the necessary sail reports provided? Yes No
3. Gradin i a minimu of 2% for c cr e o asphalt surfaces or 5% for natural surfaces.
4. Infor do provide as per ectio 18 3.5 or any structural fill.
S. Footi s (e cept for story ategoky 1 build' , gs no bigger than 4Q0 sq. ft.) are 36" below grade
for fr st pia ection.
6. Buil ngs o or adj cent to Beate th n 311 sl es meet requirements of Section 1805.3.
7. Tap f four tion s a min' um f 1 "above e adjacent street gutter (unless a drainage path is
ideas ified an app oved b the bu 7d' g of
$. Foo ngs d�si ed so that he a110 e bearing capacity of the soil �s not exceeded.
9. Fo dation me ts ere irement of Section 1 d5.5 (including tables 1805.5_).
10. Ex apt for Gro and occupancies of light.. named construction of seismic design D and less
M 3 stories in egh� oncrete is a minimum f 30�� �.s.i..�
'11. R airing walls -"e designed with a lateral sliding and overturning factor of safety of 1.5.
12. Foundation drain ag
syster/ or �kater-,proofing (Section 18Q7.3) is provided where water table
uIn �r sla so,
ffoun at 10 �
ai� o n
n e (e c�
CONCRETE and MASONR
e Section 1807.x.1.
V 11S.
e Il slabs.
well-drained gravel areas) as per Section 18U7.4.2 and
sd�' Sec i n 1X08, 1809, 1810 and 1911-
f � t- 'd and meet requirements of 1808.2.23. and 1812.
1. Construction documents s ow co ressiv
and the size and location.f reinf rcemen
2. Structures assigned to i mic esign C t
3.
4.
5.
6.
7.
8.
strength of concrete, strength or grade of reinforcement
egory
designed as a structur di hr gm.
Concrete exposed to eez ng eather as air ntr
requirements of Sec on 190 .2.2 an Table 190�
Masonry constructi n doe encs id,"ntify s ze
and wail ties as pe Sectio 2101.3
main a statement identifying if slab -oma -grade is
meet as per Table 19x4.2.1 and meets the
f2..2 1, and 1904.2.2"
ey type and locration of xeinforcement, anchors
Masonry fireplac. have inim 121I t ck fool ings that are G" wider than masonry.
Masonry fireplac shave ismic einformint and anchors as per Section 2111.
Masonry firepla es meet design equire, ents of Section 2111 and Fable 2111. 1.
Masonry chimn ys shah meet r quirem' nts of Section 2113.
WOOD
I .
2.
3.
4.
5.0
6.
7.
8.
9.
Truss drawings identify requirementsas er Section 2343.4.1.
Joist layout plans are provided,� t��ineered products have co puter layout.
Floor and roof sheathing mets requirements of Section 2304.7.
Connections and fastening meed the requirements of Table 2304.9.1._
Fasteners in preservative treated wood are hot -dipped zinc coated galvanized steel, stainless steel,
silicon bronze or copper. NP'AW
mood framing, members above foundations are S" (min.) above saiX,,�
Diaphragms do not exceed the 4:1 ratio for all edges blacked and 3:1 for unblocked. /60
shear wall aspect ratios meet the requirements of Table 23[}5.3.3.f/i 14V
Shear will design meets requirements of Section 23 05.,bwa3
or. - - 4W
GLAZING
1. Glazing in pool, sauna, ho tub, tea om, bathtub or shower enclosures (unless over 60", above
standing surface) is safe glaz ng e Section 2406.
2.
Glazing within 24 of or � les a e 64" above sanding surface) is safety glazing as per Section
24061
3.
Glazing greater an ; sq. ft. b tto b w 18", top above 36" and 3+6" from walking surface is
safety glazing s er ectia 2 06.
4. Glazing in gu rd rail is a e y gl zing as per Scction 2406.
5. Glazing next to s a' ways Ia i s ramps (unless over 60"' above standing surface) i s safety
glazing as p x Se on 2 611
warrants.
13.
Damproofing sho
14.
Damproofing sh
15'.
Miniomum of 4" f g
16.
Foundation drai is
8 07.4. 3.
1.7.
Piles meet requ remE
18.
Piers are a min mum
syster/ or �kater-,proofing (Section 18Q7.3) is provided where water table
uIn �r sla so,
ffoun at 10 �
ai� o n
n e (e c�
CONCRETE and MASONR
e Section 1807.x.1.
V 11S.
e Il slabs.
well-drained gravel areas) as per Section 18U7.4.2 and
sd�' Sec i n 1X08, 1809, 1810 and 1911-
f � t- 'd and meet requirements of 1808.2.23. and 1812.
1. Construction documents s ow co ressiv
and the size and location.f reinf rcemen
2. Structures assigned to i mic esign C t
3.
4.
5.
6.
7.
8.
strength of concrete, strength or grade of reinforcement
egory
designed as a structur di hr gm.
Concrete exposed to eez ng eather as air ntr
requirements of Sec on 190 .2.2 an Table 190�
Masonry constructi n doe encs id,"ntify s ze
and wail ties as pe Sectio 2101.3
main a statement identifying if slab -oma -grade is
meet as per Table 19x4.2.1 and meets the
f2..2 1, and 1904.2.2"
ey type and locration of xeinforcement, anchors
Masonry fireplac. have inim 121I t ck fool ings that are G" wider than masonry.
Masonry fireplac shave ismic einformint and anchors as per Section 2111.
Masonry firepla es meet design equire, ents of Section 2111 and Fable 2111. 1.
Masonry chimn ys shah meet r quirem' nts of Section 2113.
WOOD
I .
2.
3.
4.
5.0
6.
7.
8.
9.
Truss drawings identify requirementsas er Section 2343.4.1.
Joist layout plans are provided,� t��ineered products have co puter layout.
Floor and roof sheathing mets requirements of Section 2304.7.
Connections and fastening meed the requirements of Table 2304.9.1._
Fasteners in preservative treated wood are hot -dipped zinc coated galvanized steel, stainless steel,
silicon bronze or copper. NP'AW
mood framing, members above foundations are S" (min.) above saiX,,�
Diaphragms do not exceed the 4:1 ratio for all edges blacked and 3:1 for unblocked. /60
shear wall aspect ratios meet the requirements of Table 23[}5.3.3.f/i 14V
Shear will design meets requirements of Section 23 05.,bwa3
or. - - 4W
GLAZING
1. Glazing in pool, sauna, ho tub, tea om, bathtub or shower enclosures (unless over 60", above
standing surface) is safe glaz ng e Section 2406.
2.
Glazing within 24 of or � les a e 64" above sanding surface) is safety glazing as per Section
24061
3.
Glazing greater an ; sq. ft. b tto b w 18", top above 36" and 3+6" from walking surface is
safety glazing s er ectia 2 06.
4. Glazing in gu rd rail is a e y gl zing as per Scction 2406.
5. Glazing next to s a' ways Ia i s ramps (unless over 60"' above standing surface) i s safety
glazing as p x Se on 2 611
MISC.
1.
Number
of plumbing fixtures shall meet
the requirements of Table 2902..1._
Z.
Separate
toilet facilities are provided for
spaces with 1 6 or more employees,
or combination of
employees and customers (except for mercantile occupancy with occupancy of 50 or less).
3. Public toilet facilities are provided as per Section 2902.6.
4. Elevators meet the requirements of Chapter 30.
5. Pedestrian walkways meet the requirements of Section 31.Q4.
6. Awnings and canopies meet the requirements of Section 31 05.
7. Marquees meet the requirements of Section 3106.
8. Swimming pool enclosures and safety devices meet the requirements of Section 3 1 09.
9. Protection for pedestrians meets the requirements of Section 3306.
10. Existing structures meet the requirements of Chapter 34.