HomeMy WebLinkAboutCHECKLIST - 05-00019 - Henry's Fork Office Bldg 9'Nc`1I71e Of Project:
Plan Checklist for the 2003 International Building Code
USE AND OCCUPANCY
I .
211-
34
3.
Classification as per Sections 302.1 & 30-3 thru 3 12
Incidental use areas see Table 302. 1.1
ldent'fyif mired occu anc exists. Yes or No occupancy et If no igen skip #3 below.
Accessary Space (10% or under)_A
Nonsepa-rated Mixed Occupancy as per Section 302-3.1
Separated Mired Occu ancy as per Table 302-3.2-NIAIdentify on plans Fire Barrier
Horizontal Assemblies including the rating
N.I
Tf I'S .0 .l�ziamhlt-)(w(* .1 . _A _. 7 ...
Wails andlor
303.1
„L,, A, �� /--)V s��_ 1L or iess as per �ection or less than 50 occupants
as per Section 303. � .1
4. Cowered Malls, see Sectio. 4p2. Atriums see Sectlon 404. Underground buildings see Section 405.
Motor Vehicle Occupancies, see Section 406. I-2 Occupancies see Section 407_ 1-3 Occupancies
see Section 4p$. Motion Picture Projection Roams see lection 4D9. Stages and Platforms see
section 41a. Special Amusement Build'ngs see Section 411. Aircraft Related occupancies see
Section 412. Combustible Storage see Section 413. Hazardous Ma-
Occupancies�als see Section 414. �-I-
see Section 415. ,Application of Flammab� Fin.�shes see Section 416. Drying Rooms
see Section,4I7. Organic Coatings see Section 418.
HEIGHT AND AREA
1 • Area, First Floor - , Second Floor �' ,Third Floor
2. Area meets rP'
equirements as per Table 503. (Basements need not be included as per Section
503.1. 1 ) Yes A No
3. Height meets requirements as per Table 503. Yes_A'
No
4. Buildings on game Lot.) Yes Na If no then skip #5 below.
5. Regulated as Separate or Regulated as one Building as per Section 503.1.3
6. Height modxfied as per Section 504. Yes No >C If yes, sprinklers are required.
7. Area modified asper Section 506. Yes No _ If yes use the area provl*ded below to
calculate increase.
Total Area Allowed after increase -ilk Area Shown on Plans
S. Zero Lot Line Bu'ld'n�s see Se tion 7fl5. �'nr Mezzanines see Section 5+05. UnIimitcd A�-�.a
Buildings see Section 507.
�1J �
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
L
3.
4.
5.
6*
a
10.
11.
12.
13.
14.
15.
160
17.
Is.
19.
20.
21.
22.
23.
24.
Identify the Type of Construction as per Section 602
Check allowable material for TyTpe I and 11 buildin s as per Section 603 NIA. -
Table 601 - Ideniify Buildinor Element Ratings I Table 6 02 -Identify the
Fire Resistance Ratings of Exterior Walls 'X'0'
Check Openings in Exterior Wfir IN four compli
7x4.8.1} ance with Table 704.8.(1f sprinklered, see Section
Projections meet requirements of Section 704 .? E 411eS � �p7,�
Check for window vertical exposure from roof below as per Section 704.1 Q
Check that Parapetsre norequired as per Section 704.11 at _X__
Are Firewalls usect or required? Yes. No )(' If no i;�kln ii 1 0 1-iFL1_nv,
Check Firewalls for
Made of Noncombu
Continuliy
Horizontal Project
to , Fire Resistance Rating as per Table 705.4
--t bl e ials(except Type V) Horizontal. Continuity, Vertical
3 Ct 0, t, Exterior Walls as per Section 705.5. 1
Extend to
9. e - as per Section 705.5.2 openings (-nn windows}
as per
..........
Section 705.8 -k aha Penetrations meet requirements of Section 7 1 ,2 Ducts and
Air Transfer Openings i- Firewall meet requirements of Section 70,5.1 1.
Are Fire Barriers -N )e T -F used or required? (as required table 302.3.2) Yes
#12 belaN). no F
I
CheckFire B rrl
rri
of wall.
Penetrations
structural stability as per Section 7x+6.4. Openings limited to 25°/a
i opening size of 1 20 sq. ft. (unless sprinklered) Check that
quirements of Section 712. Ducts ar d Air Transfer openings +
the requirenleds cif tec�tian 712 and 716.
Are Shaft Enclosures used or required?
Yes Na If no -then sk.1p # 14 below.
Shaft Enclosures meet the requirements of Section 707.��,
Are Fire Partitions used or required? Yes No If no then skip #1 6 below.
Check Fire Pa
itio s for Structural Stability and Continuity as per Section 708.4. Dwelling
units that ares ri I rare allowed '/z hr. senal - f_%-ations versus I hr.
Check that
Penetrations
t eqnirements of Section 712. Ducts and Air Transfer Openings meet
the requi'reme t S ion 712 and 716.
Fire Rated C fling anels meet requi*reme�ntsas per Section 711.3.1.
All Penetratio in Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 712.-filk
Fire Resistive Joint Systems meet the requirements of Section 7 13. p
mbl
Doors and Shutters 'n Fire Resis" ive S6--;��10 ies me -et the requi6rements of Table 715.3Pl,,rFxQrsare Cl111A4
Fire Windows or Glaring conform to, Section 71 5.4 and Table 715.4.
Fire and Smoke Dampers conform with Section 716._
Fire Blocking and Draft Stopping is provided as per Section 717 0
renuirpri at raft Stopping is not
....�..��..�. �4 �Jul41Ll1111 1���� t�� WC; 111g U111ILS wain comolnecl space 0 less than 3000 Sq. Ft and not
I C;4LjL -te in sprinicierea oun(ing with sprinklered concealed spaces)
25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803.
26.. Floor Finish meets requirements of Section 804.
FIRE PROTECTION SYSTEM
21*
3.
4.
5.
6 4
7.
Is a Fire Protection System required for this building 2n order to ria, height etc. requirements`?
Yes No If no skip 92 below.
List the type of system that is required �1►�
Other requirements requiring Fire Protection Systems (chick if needed):
Group A AAs per 5 tion 903.2. 1 )
Group E (As per Se. tion 903.2.2)
Group F- 1 (Asper ection 9Q3.2.34
Group H (As per S tion 903.2.4)
Group I (As per Selt-l"on 9032.5)Group M (As pertion 903.2.6'
Group R AAs per S ctiOn 903.2.7}_ 1
— -
Group S - I (As pe Section. 903.2.8),
Group S-2 (As pe Section 903-2.9)
AlI Buildings exc pt R-3 and U (As per Section 903.2. 1 0)_
Ducts conveying Hazardous exhausts (As per Section 903.2.12. I
Commercial Cooking Op ions AAs per Section 943.2.12.2}_l
As per Table 903.2.13'
If Sprinklers needed as identified in #3 hst type of system required.
TF IQ W
V2
„N11-11Gy!� lcquncu oy any or the aeav�, Are M itors, nnd Aiarmc rit'mfirlPel
903.4?p
If an A
sectiol
1-11 " 0 _P %-, I k., %., L I V I I
atomatic Fire Extinguishing System is identified, does I meet the requirements of
Are Fire .Ala'rm's irequired as per Sections 907 or 9D8? Yes
below.
Noif no then skip 48
8. Do Alarms meet the requirements listed in Sections 907 or 908?
9. Is smoke control required?(as per Sections 402,, 4041� 405 or 4100.Yes No-,Sections 9(�9.
10 - H Occup anc ie s may require smoke and heat vents as per Sections x-15.6 and 410.
MEANS OF EGRESS
I dP
2.
3.
4.
5.
31
7.
8.
9.
Minimum. height of 71as per Section 1X03.2. "
Any protruding objects meet the requirements of Section 1003,3.-,k--
The
occupant load shown an plans,Ng
If yep, see
e;nA..w4_1
The occupant load. as per calculated by Table 1004.1.2. Z .;: ��� S
Occupant load pasted in every assembly occupancy as per Section. 1004.3 -
Egress
width is identified on plans.
Egress. width meets requirements as calculated per Table 1005. 1. 1 "��
Multiple means of edr
gress sized so that the bass of any one means of egress shallnot reduce the
available egress capacity to fess than 50% of total required.—x–
Door encroachment does not reduce the required egress width to less than5()01., required.
10. Means of egress is. illuminated as per Section 1406. %
1 I - Illumination emergency
g y shown for means of egress as per Section 1006.3.
12. An enclosed exit stairway is shown. Yes Na if no, skip #I3, #14 and #1 low.
13. Enclosed stairway has an area of refuge(as per Section 1007.6) or is sprinklered, 14. Area of refuge has 2 -way munications, instructions and is identified as per Sections 10[�7.6.3,
1007.6.4 and 10-07.6.5.
15. ]door clear widths are a minimum of 32"'. Except as allowed by exception of Section 1008. 1 . 1. NJC
16. Doors swing in the direction of travel where serving 50 or more persons or 'in a H occupancy.
17. Specialty doors meet the requirements of 1008-1.3.: p ��
18. All egress doors have a handing on both sides as per Sections 1008.1.4 and 1008.1.5.x
`
14. Thresholds are identified as a �naximuxx� of I/ h2gh, for swing doors and 3,/.�" for siding doors as per
Section. 1008.1.6-x_
Z0. Space between two doors is less than 48"(except R2&R3 ion Type A units). X
2 1. Locks and latches meet requirements of 1008.1.8. NO YY
22-r. Panic hardware is shown at required locations (Section 1008.1.9).-&0 ro!!22
23. Does a stairway exist. Yes Iiia �' If no, skip #24 thio #28.
24. Stairway doors da not open over stairs. � /v-
25. Stairways arp a mini -muni of 44" wide(except where occupant Road is SO or less or as per Section
1009.
26. Maximum riser is 7 inches and minimum tread is 1 I inches., AIX.
27. A landing is provided at the top and bottom of each s4airway,�/
Z8. Maximum vertical rise without a landing is 12'.
29. Handrails are identified that meet the requirements of Section 1009.111..
30. Handrails return to wall, etc, or are continuous to next stair handrails
3 1. Elevation change of over 1,. 10 is designed as a ramp as per Section 10 14
32. Exit signs are identified when over Z doors are required for exiting.
33. Exit signs are spaced no more than 100' apart or to the door.34-42 guardrails are shown whenever a walking surface i's over 30"' above grad.
35'. Any roof mechanical equipment within 10' from edge has a guardrail shown.
36. Egress does, not pass through intervening spaces mess the space is accessory to the area served and
the intervening space is not hazardous.
37. If multiple tenant spaces exist, egress from any one does not pass through another.
-�-
3 8. Length of egress travel does not surpass requirements as per Section 1013.3. >C
3 9• Required egress aisle adjacex�� to tables shall comply with Section 1013.4.21,
40. Spaces with one means of egress meet the following maximums arc A,B,E,,F,M occuanc loada.C�cc�_p Y p Y & U SQ acc.
b, occupancy H- 1, H-2, & H-3 - 3 occ.
C. Occupancy H-4, H-51) 1_,1-1-3, Z-4, & R - 10 occ.
d. Occupancy S - 30 occ.
4 1. Where two or more exits are required, they are a minimum of '/2 the diagonal distance of the space
served apart or where the space is served by an automatic sprinkler system, the distance is 1/3.
�`
42. If boder or furnace rooms over 504 sq, ft. with btus over 400.000, two exits are pro�rzd� �"
e�. � --
-�-
43 - R efrigearaiion machinery rooms and refrigerated rooms over 1000 sq: ft. have two exits.
�4. Stage means of egress comply with. Section 1014.6.
45. Exit Access travel distance meets requirements of Table 10 15. 1.
46, Exterior e,�j i balconies constructed in accordance with Section 1.0 15. I have
dzstance,/�d ,�iQ. I
47. Corridors J're' gated as per Table 10 16. 1
.
4$. Corridor widths mcct i-equzrelnents of Section 10 16.2.
49. Corridor dead ends are less tan 2Q' or 50' for sprinklered occupancies B and
54. Corridor not used as plenum unless in a tenant space of less than 1000 sq, ft.
51. The minimum number of exits for occupant load mets the following:�`
1-Sfit) requires 2 qi�;1&1t115
54I -1000 requires 3 exits
More than I GOO requires 4 exits
1 00d' added to their gavel
5Z. Buildings with one exit meet the requirements of Section and Table 1 0 18.2.
53. Interior stair -wells required as a means of egress in the requirements of Section
54. Space under stairs is identified as 1 -hour rated.
55. erior mm qz nr ctn7&-r � ,_ - ..
1019.�/�-
-----------
I-I IMUM of 35 sq, ft. of open space not less
uii ix N ue ana fia-ve a ni n
CIL11 Tom. a ove any i-toor ievei.
e D Ote
56. Exterior ramps and stairways are p otected from the inside of building as QPofir, I MIdc57. Exterior balconie-S. stairways and ramps are over 10' from Jo ��nes per
and other bui0dings on the lot.
58. Egress rniirtc vnimpt the 4
requlremenis of Section 1X23.5,
4'
59. Assembly occupancies meet the requirements of Section I e24. 111A
60. Window egress or better is provided in every sleeping room and any habitab
ACCESSIBLITY
2.
3.
4.
5.
6.
9.
100
12.
13.
14.
15.
16.
17.
18.
19.
20.
le
basement,.-,
An accessible route connects all accessible buildings, accessible facilities, accessible elements
,t as excepted bySectionaccessible spaces and the public r1ght-of-way(excep exce I 1 0
In addition to the required accessible entrances, 50% of all public entrances are accessible.
Accessible parking is provided as per Table 1 106. 1. �4'
1 0% of hospital out parking patient is accessible and 20%of rehab or physical therapy.
Van Q nI-% ia aye provided.�one & 4
out 01 six and. any portion)
Accessible parking is provided on shortest
::
�jf�.-
0 from accessible parking to the accessible
buildi'ng entrance,GCOUP Ioccupancies m%EOF ect, accessibility requirements as set forth in Section I 1 0 7.5. �IA
Group R-1 occupancies p ies meet the requirements of Section 1107.6 and Table 1 1 07.6.1.1. A
Where 4 or more apartment units, one level town homeS 0 condos dos are located in one structure,
all units are designas/Type B units as per 1CCIAl`ti1SI 117.1 unless on a u er level without
elevator service. /V/JC Pp
Where more than
M
partrnent onelevelu it,, town homes or condcvz nrP 10/
1111 CIL
,[. /0
but not less than one are designed as Type A units as peer ICC/ANSI 117. 1 -P Y-Lljj%.A.A�
Wheelchair spaces (and c
C)ccupanczes om panion peat per Section I 1 08.2.5} are provided in. Assembly
s peg- Table I I V11j
Assistive lisfenin.g systems are providVd in Assembly upancies where audible
carnmunications are integral to the use of the space.
��
Any Assembly occupancy performance area has an accessible rout per Section
Any dining area in an Assembly Occupancy is fully accessible.
71
Self service storage facilities shall provide accessible spaces as peer Section 1 1 08.3.
Toilet and bathing facilities are accessible unless in a pr�vate office)as perctionS
Unisex toilets and bathing rooms are supplied as per Section 1 1 09.2. 1,
Where vMt- are 'A A
PIUVI C; out not less thanis accessible. ;K -
Where a kitchen or kitchenette is provided, it is accessible(unless 'n Type B dwell
Storage cabinets ioc�ke�rs,type is accessible as per Section 1109.8
15 etc, one of each
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1 -108-2.8
1. Attic ventilation exists that is 1/150 of the floor space or 1/300 with vapor barrier.
2. 50% of the attic ventilation is 3 ft. above eaves.
3. Crawl space ventilation complies with Section 1203.3.
4. Natural ventilation (windows,, doors, louvers etc.) is a minimum of 4% of floor space.
.�
5. Interior ,s,pa,ces that do not have openings directly to outside meet requirements of Section
1203.4.1.
6.
7.
61
94
10.
11.
12.
13.
14.
Bathrooms containing bathtubs, showers or spas are mechanicaltv vented.
Natural or Artificial I�ght 'i's provided that meets the requir, mems of Section 12054.
Courts shall meet the requirements of Section 1206.3.
Dwelllm,,s party wall,,; and floors mraint therequYL-emeA 1/,tI I L �i C [1011 12Qt.
A11 hb itab le rooms shal I be a m.1mmuni of 7' wide, and a minimum of 7 0 s q. I ft. in area.
Dwelling units except Section 1208.4 efficient
All ceilings are eq minimiim n -r 7'6" units) have habitable room of 120 sq
Attics and crawl spaces have access openings�u more than ll'3a 7"�".
as per Section 1 209..
An energy review has been submitted that meets the requirements
of the Intez-national Energy
conservation code._
EXTERIOR WALLS AND ROOFS
I . Exterior'Wall Vapor retarder provided unless another
leakage has been provided.- approved means -o avoid condensation and
2. Water resistant barrier shown on sheathing as per Section 1402.2. ,�T-CI-00
3. Masonry veneer is flashed at bottom and has weep hales..
4. Masonry veneer shall be mechanically attached as er Section 1405.5..
5. Stone Veneer is anchored as per Section 1405.6,.
6. Sidings shall be applied as per Section 1405, X
7. Fire separation distance for combustible veneers (siding) meet that of Table 14 V,2, 1.2d,
8. Balconies that protrude shall meet the reuirement
qof Table 601 for floors.9. Metal Composite Materials�MCM,}
shall meet the requirements of Section 1407.,
10. Roof coverings meet the requirements of TabI c 1SQS. 1.
11. Double underlavment is 'd d i provi
4:12 slope. >( Sphalt roofs with mInImum slope of 2:12 up to and including a
12. An. ice darn membrane (one continuous sheet or two sheet cemented together) for all asphalt roofs is
provided from the roof edge to 24"' 'Inside of the inside of the exterior wall., X
13. Drip edge metal is provided along all roof edge -
14. Metal roofs meet the requirements of Section 1507.4. !�/'� ,/�-
15. Built-up roofs meet the requirements of Section 1507.1 0.
16. Single Ply Plastic Roofing meet requirements of Section
1507.-12 and X507.� 3.
_J��
17.All other ftheequirementsof Section 1507.V
STRUCTURAL DESIGN AND SpECJAL IN
i . Structural Use Group (as per Table 1 604.5)
2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and live
loads, ound snow load, basic wind sPeed, wind exposure, seismic design category and site
class.
3. All plans except as described in # 1 above shall include the following:
a. Floor live load including any reductions.yi* �, �L�
b. Roof live load as per Section 1607-1 i ._ `�
C. Roof Snow load, including the flat roof snow load., the snow exposure factor, the s
now
load importance factor and the thermal factor. X
d. Wind design data., -including basic wind speed, wind importance factor with building
category, wind exposure, applicable internal pressure coeffic"
pressure used forthe design of components and cladding... lent and the de$ign wind
-ff--
4.
6.
76
IQ
&No
e. Earthquake design data. including seismic importance factor, seismic use group, mapped
spectral response accelerations, site class, spectral response coefficients, seismic design
catenarY , systems, design base shear, seismic response
coefficients, response modification factors and the anal, sis procedure used. 4¢
F I o od zone is id entifi ed(if in flood zone see Section 1 fi)3.1.6} A)
Design of floor live loads, in access of SQ lbs ner sn_ ft qlcr, 1t1Pnr; +1,+�_
postructural design calculations meeting the reQuirerneptq of rh�ntAr
3igiAN 11t�1�L DC L2Cl.
Architect��aI, mechanical and electrical com A orients me Y,.µr4"1 1 b have been provided. OA
162
1 1.- � p et the selsmic requirements of Section
8. Where special fabri.cation, (usually steel) is Performe
certificaie of compliance as per Section 1704.2,.2.49. SneC-1-,d 1Y1ct��rfiinnc oro �,r�o��;�':------•�
Off sigh, the fabricator has provided a
r-___...,, ��VVLRVIIJ ui�. iuc�1L11iGt1 lUT W�1Q111g,
10. Special inspections are identified for high strength bolti"niz.�i�.
11. Special i s ections are identified for concrete construction except as excluded by Section
1704.4AJ�Jp-
12. Specialinspeciion are identified for masonry as per Section 1704-5.-A
13. Special inspections are iddentif�ed for fills greater than 12" deep where load is applied,
14. Special inspections are identified for all pier and pike foundations. 15. Special inspections are identified for sprayed on fire resistancewplicatwns._ ,,�,�1�6. S ecial ins ec '
p tons are �dent�fied for smoke control systems.
17. Quality assurance plan for seismic resistance is provided (ex��e for design11,glat frame aschapter 235 or reinforced masonry less than 25 feet high) per
18. Special inspections are provided for seismic force resisting sys cams,
I9. Structur 1 observations as per Section 17Q9 are identified for structures in Seismic Use Grou s �I or
P
SOILS AND FOUNDATIONS
� .
Allowable soil foundation bearing pressure (as per Table 1804.2).—/
2. A soil investigation is required per the requirements of 'Section 1802.2 whew questionable soils
such as fill materials, organic sails, clays or questionable rock strata exist. Do any of these
conditions exist'.? Yes�o� 1f yes, are the necessary soil reports provided? `Yes No3- Gradingis a minimum of 2% for, concrete or asphalt surfaces or S% for natural surfaces.
4. Information. provided as per Section I803.5 for any structural filJ,_kD___ASV�5• Footings (except for I story case or 1 buildings
� Y �.o bigger Than 4D0 sq, ft.) are 3+6" below grade
for frost PTOtection.-Z
6• Buildings on or adjacent to greater than 3/1 slopes meet requirerne�.ts of Section 1805.3.
7- Top of foundation is a minA4_-7__
imum of 1 �" above the adjacent street gutter (unless a drainagepath is
identifed and approved by the bui�c�ing official),,
8• Footings designed so that the allowable fearing capacity of the soil is not exceeded.
9• ]Foundation meets the requirements of Section 1805.5 (including tables 1845.5 }.
10. Except for Group R and U occu ancies. of light framed ca
than 3 stories in hieght, concrete is a minimum of 3000 .� It�� n of seismdes�gn D and less
11. Retaining walls are designed with a lateral sliding and overturning factor of safetyof 1 .5.
12. Foundation axnage system or water -proofing 1807.3) vva�rants.
� �s provided where water table
13. Dxng shown under slabs as per Section 1847.2. � .
14. Damproofxng shown for foundat'on walls. �,I��P-
15_ Minimum of 4" of gravel is shown under all slabs.
17.
180
Foundation dr,
1807.4.3.
is installed (except in well -drained gravel areas) as per Section.
11
1807.4.2 and
Piles meet requirements'of Section 1808, 1809, 18 1 0 and 1 8 1 LA
Piers are a mni
1 munj of 2' wide and meet requirements of 1 808.2.23. and 1812._[;IJ4
CONCRETE and MASONRY
1. Construction documents show compressive strength of concrete, strength or grade of reinforcement
and the size and location of reinforcement.x
2. Structures assigned to Seismic Design Category D contain a statement identifying *f slab -on -grade is
c1pq1ornpri ac a ct f-, A;�...%-/
3=6
4.
5.
6.
7.
8.
a ulav-in.,
Concrete exposed to freezing weather has air entrainment as per Table 1904.2. 1 and meets the
requirements. of Section 1904.2.2 and Tables 1904.2.2(l.) and 1904.2.2(2).. xo*
Masonry construction documents identify,- size, grade., type and location of reinforcement, anchors
and wall ties as per Section 2 1 0 1.3. �,/ ,
Masonury fZreplaces have minimuirn 12" thick footings that are 6" wider than masonry.
��
Masonry fireplaces have seismic reinforcement and anchors as per Seetion 211 1. y�
Masoru-y frepXaces meet design requirements of SectionwMasonry chinmequirements of Sectioneys shall meet r 2111
2113.
1. Design
and
able 2111.1.
16.
17.
180
Foundation dr,
1807.4.3.
is installed (except in well -drained gravel areas) as per Section.
11
1807.4.2 and
Piles meet requirements'of Section 1808, 1809, 18 1 0 and 1 8 1 LA
Piers are a mni
1 munj of 2' wide and meet requirements of 1 808.2.23. and 1812._[;IJ4
CONCRETE and MASONRY
1. Construction documents show compressive strength of concrete, strength or grade of reinforcement
and the size and location of reinforcement.x
2. Structures assigned to Seismic Design Category D contain a statement identifying *f slab -on -grade is
c1pq1ornpri ac a ct f-, A;�...%-/
3=6
4.
5.
6.
7.
8.
a ulav-in.,
Concrete exposed to freezing weather has air entrainment as per Table 1904.2. 1 and meets the
requirements. of Section 1904.2.2 and Tables 1904.2.2(l.) and 1904.2.2(2).. xo*
Masonry construction documents identify,- size, grade., type and location of reinforcement, anchors
and wall ties as per Section 2 1 0 1.3. �,/ ,
Masonury fZreplaces have minimuirn 12" thick footings that are 6" wider than masonry.
��
Masonry fireplaces have seismic reinforcement and anchors as per Seetion 211 1. y�
Masoru-y frepXaces meet design requirements of SectionwMasonry chinmequirements of Sectioneys shall meet r 2111
2113.
1. Design
and
able 2111.1.