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CORRECTION LIST (confd.)
DESCRIPTIOINL_ __. _ Code
- - — -
Section
✓v!' SoJI
j!'7_.W&k 40.6
3 .: mod spec
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-3- '
NOTES: N.R. —Not required
N.A. — Not applicable
ADMINISTRATION (Chapter 1)
Complete construction documents Signed(sealed construction documents
(10Z1, 107:2) (107.1, State laws vary)
BUILDING PLANNING (Chapters 3, 4, 5, 6)-
OCCUPANCY CLASSIFICATION (302 - 312, 508, 509)
Single Occupancy (302.1)
Mixed Occupancy (508.1) ,
Incidental uses (509, Table 509)
Accessory occupancies (508.2)
GENERAL BUILDING LIMITATIONS (Chapters 5 & 6)
_11
_Address identification (501.2)
Apply Case.1 to determine the, allowable height and area and permitted types of construction for a building containing a
single occupancy or nonseparated mixed occupancies. Apply Case 2 to determine the allowable height and area and
permitted types of construction for a building containing separated mixed occupancies.
AREA MODIFICATIONS TO TABLE 503
Allowable tabular area, At (fable 503)
Area Increase Factor due to frontage,
If (506.2)
Area Increase Factor due to automatic
sprinklers, Is (506.3)
Conversion factor
Frontage
(506.2) Sgr Z'`
North East South .. West
Total
Frontage (F) u� r ft. Perimeter (P) l�(0� y I ft.
Width of open space (K9 _
Area Increase Factor
due. torontage, Ir=
(506.2) - r 1
If - LP-0.251 p
CASE 1 — SINGLE OCCUPANCY OR NONSEPARATED MIXED OCCUPANCIES (508.3)'
Using Table 503, identify the allowable height and area of the single occupancy or the most restrictive, of the nonsepa-
rated mixed occupancies: Construction -types that provide an allowable tabular area equal to or greater than the adjusted
building'area and allowable heights (as modified by Section 504) equal to or greater than the actual building height are
permitted.
DETERMINE CONSTRUCTION TYPE.
Actual building area f5[7 - fe
Adjusted building area ft2
actual building area = conversion factor
Actual building height .d r feet _stories
Allowable building height 45 feef 2 stories
Permitted types of construction V I b
Type of construction assumed
for review (602.1) V t
CHECK ALLOWABLE AREA (506.4)
Allowable area per floor (A,)
- x
conversion factor. tabular area (rab/e 503)
Total floor area (all stories) L577 ft2
Allowable floor area (all stories) 4
4&b x t =tt2
Allowable area per floor number of stories ���tltltlfffCCC'�����
(AJ (ma)dmum 3) ...
Compliance verified z
r
-4-
CASI,_ ��-SEPARATED. MIXED OCCUPANCIES (, 4)
Using Table 503, identify the allowable height and area of each of the separated occupancies within the building. Con-
struction types that provide, for each story of the building, tabular areas (as modified by Section 506) which result in a
sum of the ratios of 1.00'or less and allowable heights (as modified by Section 504) equal to or greater than the actual
height of the occupancy are permitted.
Actual Adjusted Actual Allowable
Story Group floor area floor area* height height
�. ft2 ft2 l e' ft stories �/7 r ft stories
ft2 ft2 ft stories ft stories
ft2 ft2 ft stories ft stories
ft2 ft2 ft stories ft stories
ft2 ft2 ft stories It stories
ft2 ft2 ft stories ft stories
fl2 ft2 ft stories ft stories
Adjusted floor area'
Area ratio (single floor) = E _ + +. + = 51.00
Atlow. tab, area, Ar (Table 503)
'Adjusted floor areaactual floor area _ conversion factor
CHECK ALLOWABLE AREA (506.5)
Three stories or less buildings Permitted types of construction V
Four or more story buildings Type of construction assumed
(Total area ratio < 3) for. review (602.1)
Compliance verified.
} MEZZANINES (505)
Area limitation (505,2.1) Openness (505.2.3)
Egress (505.2.2) Equipmentplatforms (505.3)
UNLIMITED AREA BUILDINGS (507)
✓ Nonsprinklered, one story (5072) Group H occupancies (507.8)
Sprinklered; one story (507.3) Aircraft paint hangar (507.8)
Two story (507.4) Group. E buildings "($0710)
Reduced open space (507.5) Motion picture theaters (50711)
Group A-3 buildings (507.6, 507.7) Covered and open mall buildings/anchor
r stores (50Z 12)
SPECIAL PROVISIONS
(510)
Special condition applicable (510.1)
Compliance verified
SPECIAL DETAILED REQUIREMENTS. BASED ON USE :AND OCCUPANCY (Chapter 4)
COVERED MALL AND OPEN MALL BUILDINGS (402)
Open space (402.1.1, 402.1.2)
Plastic signs (402.8.4)
Lease plan (402.3)
Standpipe system (402.7.1) .
Area/type of construction (402.4.1)
Smoke control (402. Z2)
Fire separations (402.4.2 - 402.4.2.3)
Standby power and emergency voice/alarm
Open mall construction (402.4.3)
(402.7,3, 402.7.4)
Automatic sprinkler system (402.5)
Fire department access (402,7.5) '
-Interior finish (402.6.1)
Mall width (402.8.1)
Kiosk requirements (402.6.2)
Occupant load (402.8.2 - 402.8.2.4)
Playground structures (402.6.3)
Egress (402.8.3 - 402.8.7) -
Security grilles and doors (402.8.8)
-5-
HIGH-RISE BUILDINGS (403)
Construction (403.2)
- Automatic sprinkler system (403.3)
Smoke detection (403.4.1)
Fire alarm system (403.4.2)
Stan(' )ower (404.7)
Interior finish (404.8)
- - Travel distance (404.9,1
OTHER SPECIAL USE AND OCCUPANCY
Underground structures (405)
Standpipes (403.4.3)
Motor -vehicle -related occupancies
(406, 510)
Emergency voice/alarm systems (403.4.4)
Group 1-2 (407)
Emergency responder radio coverage
(403.4.5)
Group 1-3 (408)
Fire command center (403.4.6)
Motion picture projection rooms (409)
Smoke removal (403.4.7)
Stages, platforms and technical produc-
tion areas (410)
Standby power (403.4.8)
Special amusement buildings (411)
Emergency power (403.4,9) -
Aircraft -related occupancies (412)
Stair remoteness (403:5. i)
Combustible storage (413).
Additional stairway (403.5.2) -
Hazardous materials (307.1, 414)
Stairway doors (403.5.3)
Groups H-1, H-2, H-3, H-4 and H-5 (415)
Smokeproof exit (403:54)
Luminous egress path (403.5.5)
Application of flammable finishes (416)
Drying rooms(417)
Elevators (403.6)
Organic coatings (418)
ATRIUMS (404)
Live/work units (419)
Use (404.2)
Groups 1-1, R-1; R-2, R-3 (420)
Automatic sprinkler system (404.3)
Hydrogen cutoff rooms (421) .
Fire alarm_system (464.4) ,
Ambulatory health care facilities (422)
Smoke control (404.5)
Storm shelters (423)
Enclosure (404.6)
Children's play structures (424)
FIRE PROTECTION. (Chapters 6,.7, 8, 9)
FIRE -RESISTANCE -RATED CONSTRUCTION (Tables 601 & 602 and Chapter 7)
Note: Entry in ❑ indicates required rating.in hours. NC FIRE -RESISTANCE RATINGS AND FIRE TESTS (703)
indicates noncombustible construction required.
V Ratings / Combustibility
Construction classification (602) (703.2, 703.4, 703.5)
COMBUSTIBILITY (602.2, 602.3, 602.4, 602.5, 603)
V Exterior walls
Interior elements
Roof
Alternative methods
(703.3, 719, 721, 722)
Rated glazing (703.6) .
Marking and identification (703.7)
I1
BUILDING ELEMENTS (Table 601)
❑
j ❑
8 Structural frame (704)
Interior bearing walls
Interior nonbearing walls
❑
�_ Floor construction (711)
❑
6 Roof construction (711)
EXTERIOR WALLS (507, Table 602, 705)
North East South West
Fire .
separation
distance _
Bearing ❑ ❑ ❑ -_El
Nonbearing ❑ ❑ — ❑ _ ❑
Projections (705.2)
Materials/stability (705.4, 705,6)
❑ Opening protection (705.8.1 705.&4)
❑ Vertical fire spread protection
1705 8 5 705.8. 6)
❑
Parapets.(70511)
FIRE BARRIERS .(707)
-
Shaft enclosures (707.3.1)
Interior exit stairway/ramp (707.3.2)
Exit access stairway/ramp (707.3.5)
❑
Exit passageway (707.3.4)
❑
Horizontal exits (707.3.5)
❑ Atriw,tia 1707.3.6)
❑ Incidental uses (707.3.7)
Control areas (707.3.8)
❑ Mixed occupancy and fire. area separa-
tions (707.3.9, 707.3.10, 901.7)
❑ I Construction (70Z2, 707.5 - 707.10)
VERTICAL OPENINGS (712)
Compliance (712.1.1 - 712.1.18)
SHAFTS (713)
❑ Construction (713.2 - 713.12, 713.14)
❑ Refuse and laundry chutes (713.13)
❑ Elevator lobby (713.14.1)
OTHER FIRE-RESISTANT CONSTRUCTION
❑ Fire walls (706)
❑_ Fire partitions (708)
❑ Smoke barriers (709)
_ Smoke partitions (710)
0— Penetrations (714).
Fire-resistant joint systems (715)
Opening protectives (716)'
Dampers (717)
Concealed spaces .(718) .
Thermal- and sound -insulating materials
(720 807),
INTERIOR FINISHES (Chapter 8)
_ Smoke development
(803.1.1, 803.1.2, 803.9, Table 803.9)
Flame spread
(803.1.1, 803.1.2, 803.9, Table 803.9)
Teztiletexpanded vinyl coverings
(803.1.3, 803.1.4, 803.5 - 803.8)
Floor finish (804)
Combustible materials (805)
Decorations and trim (806)
Acoustical ceiling systems (808)
-7-
)FIRE PROTECTION (Chapter 9)
AUTOMATIC SPRINKLER SYSTEMS (903)
Hose threads (903.3.6)
(Where required), - — -
--
Assembly (A-1, A-2, A-3, A-4, A-5)
Sprinkler monitoring and alarms (903.4)
(903.2.1)
* Also. see Fire Code Sprinkler Plan Review Record
Ambulatory health care facilities (B)
ALTERNATIVE AUTOMATIC FIRE-FX I.NGUISHING
(903.2.2)
SYSTEMS (904)
Educational (E) (903.2.3)
Installation (904.3)
Factory/Industrial (F-1) (903.2.4)
Wet -chemical systems (904.5)
High -hazard (H-1, H-2, H-3; H-4;' H-5)
Dry -chemical systems (904.6)
(903.25)
Institutional (I-1, I-2, I-3, f-4) (903.26).
Foam systems (904.7)
Mercantile (M) (903.2.7)
Carbon dioxide systems. (904.8) ,
Residential (R) (903.2.8) -
Halon systems (904.9)
Storage/Repair garage (S-1) (903.2.9)
Clean -agent systems (904.10)
Parking, garages (903.2.10)
Commercial cooking systems
(903.2.11:5; 904.2.1, 904.11)
Windowless story (903.2.11.1)
STANDPIPE SYSTEMS (905) .
} Rubbish and.linen chutes (903.2.11.2)
Installation standard (905.2)
Buildings over 55 ft. high (903.2.11.3)
Building height (905.3.1) r
Incidental uses (Table 509)
Group A (905.3.2)
Additional required systems
Covered and open malls (905.3.3)
(Table 903.2.11.6)
Stages (905.3.4)
International Fire Code (IFC 903.211.6)
AUTOMATIC SPRINKLERSYSTEMS' (903) `
Underground buildings (905.3.5)
(Design).
Helistops/heliports (905.3.6).
Shop drawings (107.2.2)
NFPA 13 system (903.3.1.1)
NFPA 1311 system (903.3.1.2)
NFPA 13D system (903.3.1.3)
Quick -response and residential heads
(903.3.2)
Actuation (903.3.4)
Water supplies (903.3.5)
Marinas/boatyards (905.3.7)
Rooftop gardens/landscaped roofs
(905 3.8)
Hose connections and locations
(905.1, 905.4, 905-5, 905.6)
Cabinets (905.7)
Dry standpipes (905.8)
Valve supervision (905.9)
-8-
PORTABLEfIRE EXTINGUISHERS' "6)
�// Required locations (906.1, 906.5, 906.6)
l Installation standard (906.2)
Size and distribution (966.3)
Cabinets (906.8)
Installation (906.9)
FIRE ALARM AND DETECTION SYSTEMS (907)
(Where required)
Construction documents/shop drawings
(907.1.1, 9071.2)-
Assembly (A-_1, A-2, A-3, A-4, A-5)
(9072.1) ,
Business (B) (9072.2)
Educational (E) (907.2.3) ,
Factory (F-1, F-2) (907.2.4).
High -hazard (H-5/organic coatings/highly
toxic gases/organic peroxides/
oxidizers) (907.2.5)
Institutional (1-1, 1-2, 1-3, 1-4) (907.2.6)
Mercantile (M) (907.2.7),
Residential (R-1, R-2, R-4)
(907.2.8, 90729, 907.2.10)
91ngle/multiple station smoke alarms
(907.2.11)
High-rise buildings (907.2.13).
Atriums (907.2.14)
Other buildings/areas
(907.2.12, 907.2.15 - 907.2.23)
FIRE ALARM AND DETECTION SYSTEMS (601)
(Design)
Residential smoke alarm interconnection
(907.2.11.3)
Residential smoke alarm power source
(907.2.11.4)
1 Fire safety functions (907.3)
Initiadevices (907.4)
Occupant notification (907.5)
Installation (907.6, 907.7)
EMERGENCYALARM SYSTEMS (908)
Detection system applicable
(908.1 - 908.6)
Carbon monoxide alarms (908.7)
SMOKE CONTROL SYSTEMS (909)
Where required (402.7.2, 404.5,.405.5,
408.9, 410.3.7.2, 1022.10, 1028.6.2.1)
Design requirements (909.1 - 909.4)
Smoke barriers (909.5)
Pressurization method (909.6)
Airflow design method (909.7)
Exhaust method (909.8)
Design fire (909.9)
Equipment/Power (909.10, 909.11)
Detection and control (909.12 - 909.18)
Smokeproof enclosures (909.20)
Elevator hoistway pressurization (909.21)
SMOKE AND HEAT VENTS (910)
Requirements (910.1 - 810.3)
Mechanical alternative (910.4)
FIRE COMMAND CENTER (911)
Requirements (911.1.1 - 911.1.5)
FIRE DEPARTMENT CONNECTIONS (912)
Installation (912..1- 912.5)
FIRE PUMPS (913)
Requirements (913.1-913.5)
EMERGENCY RESPONDER SAFETY FEATURES/
RADIO C0VERAGE,(914, 915)
Requirements (914.1, 914.2, 915.1)
0
OCCI <'AT NEEDS (Chapters 10, 11, 12)
MEANS Of EGRESS. (Chapter 10)
OCCUPANT LOAD (1004.1.2and Table 1004.1.2, 1004.4) ' CAPACITY OF EGRESS COMPONENTS
Location Floor + Sq. ft./ _ Occt. Other
(1005.3.1, 1005.3.2)
Area . person ^ , load loads Total Egress width (inchloccupant)
load
�12 ,/ Stairways
Other egress component
Location Stairways Other egress
components
NUMBER OF EXITS (1021.1, 1021.2)
Location Required Shown
-10-
LEANS OF EGRESS (continued)
GENERAL MEANS OF EGRESS
Design requirements (1003.2- 1003:7)
Encroachment (1005.7)
Means of egress illumination (1006)
Exit signs (1011)
Accessible means of egress (1007)
Door'size/swing/opening force
(1008.1 - 1008.1.3)
Special doors/Gates/Turnstiles
(1008.1.4, 1008.2, 1008.3)
Door landingslrhresholds/Arrangement
(1008.1.5 - 1008.1.8).
Door hardware (1008.,1.9, 1008.1.10)
Stairways (1009)
Roof access (1009.16)
Ramps (1010)
Handrails,(1012)
Guards (1613)
Luminous egress path markings (1024)
EXIT ACCESS
Door number and arrangement Aisles (1017)
(1014.2, 1015.1, 1015.2)
Corridors (1018)
Common path of egress travel (1014.3)
Air movement in corridors (1018.5)
Exit access travel distance (1010) Egress balconies (1019)
/ EXITS / EXIT DISCHARGE
V Exits/Exit doors (1020, 1021) Horizontal exits (1025)
Interior exit stairways/ramps (1022) Exteriorexit ramps/stairways (1026)
Exit passageways (1623) Exit discharge (1027)
OTHER MEANS OF EGRESS
Miscellaneous egress requirements Assembly.aisies.&features
(1015.3 - 1015.6) (1028.6 - 1028.14)
Bleachers'(1028 1.1) Emergency escape and rescue (1029)
Assembly exits & egress (1028.2 - 1028.5)
ACCESSIBILITY* (Chapter 11)
Scoping requirements (1103)
Accessible route (1104)
= Accessible entrances (1105)
Parking and passenger loading (1106)
*Also see Accessibility Plan Review Record
Dwelling units and sleeping units (1107)
Special occupancies (1108)
Features and facilities (1109)
Signage (1110)
-11-
ineRIQR ENVIRONMENT
(Chapter
Ventilation (1203)'
Sound transmission (1207)
Temperature,controf (1204)
Interior space dimensions (1208)
Lighting (1205)
Access to unoccupied spaces (1209)
Yards or courts (1206)
_,�Toiletand.bathroom requirements
(1216, 2509)
`Also see Mechanical Code Plan Review Record
BUILDING ENVELOPE
(Chapters 14% 14,15)
-See Energy. Conservation Code Plan Review Record
EXTERIOR WALLS (Chapter 14)
rjy�rformance requirements (1403)
i
Combustible material restrictions (1406)
Materials (1464)
EIFS (1408) .
Exterior wall 0overings/MCM's
HPL (1409)
(1405, 1407)
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES (Chapter 15)
Weather protection (1503)
f�Roof coverings (1507)
j Flashing (1503.2, 1507.29, 15073.9;
Roof insulation (1508)
15075.7, 15077.7, 150788, 1507.9.9)
Rooftop structures (1509)
Performance requirements (1504) .
Reroofing (1510)
Fire classification (1505)
Ai2P.8/ Materials (1506) _
Solar photovoltaic paneisfmodules (1511)
STRUCTURAL SYSTEMS (Chapters 16,17,.18)
STRUCTURAL DESIGN (Chapter 16)
UCTURAL DESIGN, CALCULATIONSRoof live loads (1603.1.2, 1607.12)
Submitted for all structural members Roof snow loads (1603,1.3,.1608, Chapter 7 of ASCE 7)
(106, 107..1, 107.2.1;1604, 1605)
Ground snow load,
DESIGN LOADS ON CONSTRUCTION DOCUMENTS pe.(f608,2. 72 ofASCE7)
(1603)
Uniformly distributed floor live loads
(1603.1.1, Table 1607:1)
Floor Area Use Loads Shown
Live load reduction
(1603.1.1, 16OZ 10, 1607.11)
If p9 > 10 psf, flat -roof snow load,
pr (7361'ASCE7)
If pe> 10 psf, snow exposure factor,
CB (Table 7-2, 7.3.1 ofASCE7)
If p > 10 psf, snow load importance factor,
16 (7.3.3; Table 1.52 ofASCE7) ,
if pg> 10 psf; roof thermal, factor,
Ct (fable 7-3, 7.3.2 ofASCE 7)
Sloped roof snow load;.ps (74 ofASCE7)
Ponding instability (1608.3, 7.11 ofASCE7)
DESIGN LOADS (continued)
Wind loads (1 o03.1.4, 1609,• Chapters 26 - 31 of ASCE 7)
Design procedure (1609.1.1, .1609.6,
Chapters 26 - 31 ofASCE7)
Alternate all -heights method (1609.6)
Wind speed
(1609.3; Fig. 26.5.1 ofASCE7)
Risk category
(Table 1604.5; Table 1.51 o€ASCE7)
Surface roughness/Exposure categories .
(16094,-26.7ofASCE7) '
Internal pressure coefficient
(2611, Table 26114 ofASCE7)
Component and cladding pressures
(Chapter30 ofASCE7)
Main wind -force resisting system
(2714, 27.6, 28.4, 28.6 ofASCE 7)
Earthquake design data
(1663.1.5, 1613, Chapters 11- 13 and 15 23 ofSCE 7)
Risk category
.(Table 1604.5; Table i:5-1 ofASCE7) .
Seismic importancefactori la
(11.5' i, Table i.5-2 6tASCE7)
Mapped spectral response acceleration,
$s and Sy-(1611.8,1, 11.4J ofASCE 7)
11 Design spectral response parameters; S
Ds
J and S.�(1613.34,i1.4.4ofASCE7)
Site uaas (1613.3.2, 11.4.2, Chapter20 of
ASCE7)
Seismic design category
(1613.3 5;11.6 of.ASCE 7)
Basic seisrhic-force-resisting system
(Table 122-1 ofASCE7):
Response, modification coefficient, R
(Table 122-1 ofASCE 9
Seismic response coefficient,
Cg (12.8.11 ofASCE7)
Analysis procedure (12.6 of ASCE 7)
Designbase shear`(12.5 ofASCE7)
Flood loads (1603.1.7, 1612)
Flood hazard area (1612.3)
Documentation (161A5)
Ice loads (1614, Chapter 10 of.ASCE7)
Compliance
Other.loads
Concentrated live loads (1607.4)
Partition loads (1607.5)
Impact loads (16079)
Misc' loads (16076, 16077, 16078.
1607,13; 160714,1610, 1611, 2404)
Structure[ integrity(1615) :
Design requirements (1615.1 - 1615.4)
SPECIAL INSPECTIONS A0, TESTS (Chapter in
Agprovals/Research report(s)
(1703,.1763.4.2) Report No.
Statement of special inspections (1704.3).
Prefabricated items (1704.2.5)
Steel construction (17052) .
Concrete construction (1705.3)
Masonry construction (1705.4)
Wood construction (f7055)
Prepared fill and foundations
(1705.6 - 1705.9) .
Sprayed fire-resistant materials and
coatings (170513, 1705.14)
EIFS (1705.15)
Fire-resistant penetrations and joints .
(170510)
Smoke control (1705.17)'
Windrequirements (1704.3.3, 17o5.10)
Seismic resistance
(1704.3.2,_170511; 170512)
Contractor resp'onsitifiity (1704.*4)
Structural observations.(1704.5)
Testing (other) (1706- 171.1)
A���//Q���SOILS AND FOUNDATIONS (Chapter 18).
J�—i Soils investigations/Reports
(1803.1, 1803.2 1803.3, 1803.6)
Soil classification (1803.5)
,
Excavation, grading and fill (1804)
Dampproofing and waterproofing (1805)
Load -bearing values (1601.1.6,-1806)
Foundation walls, retaining walls and
embedded posts: and poles (1807)
Foundations (1808)
Shallow foundations (1809)
Deep foundations (1810)
-13-
STRU' IRAL MATERIALS (Chapters 19, 22,23)
CONCRETE (Chapter 19)
Plain and reinforced concrete design/. IyMinimum
construction standard specified concrete strength (Table 1904.2)
(1907.2, 1905) Slab provisions (1907)
Construction documents (1901.3)
MASONRY (Chapter 21)
Design method;. construction standard
/ specdied (2101.2)
Construction documents (2101:3)
Construction materials (2103)
Mortartype.(21.03.9) .
STEEL (Chapter 22)
Structural steel design/construction
standard specified, (2205)
Composite structural steel and concrete
(2206)
Open -web steel joist design/construction
standard specified (2207)
Cold weather and hot weather
construction specified (2104.3, 2104.4)
Seismic design (2106)
Glass unit masonry (2110)
Fireplaces/Heaters/Chimneys
(2101.3.1,2111,2112,2113)
Steel cable structures (2208)
Steel storage racks (2209)
/� Cold -formed steel design/construction
standard specified (2210)
f� Cold -formed steel light -framed design(
construction standard' specified (2211)
WOOD (Chapter 23)
Design method option used (2301.2)
MATERIAL STANDARDS / CONSTRUCTION REQUIRE-
MENTS (2303 - 2306)
Lumber (2303.1.1) ,
Wood 1-joists (2303.1.2)
Give -laminated timbers (2303.1.3)
Wood structural panels
(2303.1.4, 2304.6, 2304.7)
Fiber-, hard-, & particle-, boards
(2303,1.5 - 2303.1.7)
Decay and termite protection.
. (2303.1.8, 2304.11)
Structural composite lumber (2303.1.9)
Structural log members (2363.1.10). .
Round timber poles and plies (2303.1.11)
Fire -retardant -treated wood (2303.2)
Hardwood and plywood (2303.3)
Trusses (2303.4)'
Joist hangers (2303.5)
Fasteners and fastening
(2303.6, 2304.9, Table 2304.9.1)
Heavy timber construction (2304;10)
Shear walls and diaphragms (2305, 2306)
CONVENTIONAL LIGHT -FRAME CONSTRUCTION
(2308)
Limitations satisfied (2308,2)
Wfnd/Seismic requirements (2308.2.1,
2308.2.2 2308.11,.2308._12) .
Braced walls (2308.3, 2308.9.3)
Foundation anchorage (2368.3.3, 2308.6)
Floor joists (Tables 2308.8(1], 2308,8(2])
Wall studs (Table 2308.9.1)
Girders
(2308.7, Tables 2308.9.5 and 2308.9.6)
Ceiling joists
(Tables 2308.10.2[1], 2308.10.2(21)
Roof rafters
11",� (Tables 2308.10.3.[1] - 2308. f0.3(6])
Roof uplift (2308.10.1)
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NONSTR PURAL MATERIALS (Chapters 2 5, 26)
GLASS AND GLAZING (Chapter24)
Sloped glazing and skylights (2405)
Safety glazing (2406, 2407, 2408, 2409)
GYPSUM BOARD AND PLASTER (Chapter 25)
Gypsum board materials
Plaster (2507, 2508, 2510 - 2513)
(2506, Table 2506.2, Table 2508.1)
PLASTIC
(Chapter 26)
FOAM PLASTIC INSULATION (2603)
Special approval (2603.10)
Labeling (2603.2, 2603,5.6)
MISCELLANEOUS PLASTICS
Surface -burning characteristics
(2603.3, 26035.4)
Interior finish and trim (2604)
Thermal barrier (2603.4)
Plastic veneer.(2605)'.,
Exterior walls/Roofs (2603.5, 2603.6)
Light -transmitting plastics (2600 -2611)
Interiorfinishftrim.in plenums
Fiber reinforced polymer (26
(2603.7, 2603.8), -
Reflective plastic core insulation (2613)
Protection against termites.(2603.9)
BUILDING SERVICES*
.(Chapters 27; 28, 2% 30)
ELEVATORS AND CONVEYING SYSTEMS (Chapter 30)
Construction standard specified (3001.2)
Conveying systems (3005)
Hoistway enclosures (3002)
Machine rooms (3006).
Opening protectives (3002.1.1)
Fire service access elevator (3007).
Emergency operations (3003)
Occupant evacuation elevator (3008)
Hoistway venting (3004)
Also see. Electrical.(C6.27), Mechanical (Ch.28) and Plumbing (Ch.29) Plan Review Records
SPECIAL DEVICES AND CONDITIONS (Chapters 31, 32,84):
SPECIAL CONSTRUCTION (Chapter 31)
Membrane structures (3102)
Automatic vehicular gates (31 to)
Temporary 'structures (9163)
Solar photovoltaic panels/modules (3111)
Awnings and canopies/Marquees
(3f05, 3106)
PEDESTRIAN WALKWAYS AND TUNNELS 3104 .
( )
Signs (3107)
Construction and use (31-04.3, 3104.4)
Telecommunication and broadcast towers
Separation (3104.5, 1104. 10)
(3168)
Public way (3104.6) .
Swimming pool enclosures (3109)
Egress (3104.7-3104.9)
ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY (Chapter 32)
Below grade (3202.1)
Temporary (3202.4)
Above grade (3202.2, 3202.3)
EXISTING STRUCTURES(Chapter 34)
1 Building materials (3401.4)
Change of occupancy (3408)
Additions, alterations, repairs
toric/moved buildings (3409, 3410)
esc -
Accessibility (3411)
e
Fire escapes
es (3
Compliance alternatives (3412)
Glass replacement (3407
meet
15-
6
IATION SUMMARY (!able 341
Existing occupancy:
Proposed occupancy.
Year building was constructed:
Number of stories:
Height in feet:
Type of construction:
Area per floor:
Percentage of open perimeter increase:
°/,
Corridor wall rating:
Completely suppressed:
Yes
No
Required door closers:
Yes. No
Compartmentation: -
Yes .
No
Fire -resistance rating of vertical opening
enclosures:.
Type of HVAC system:
serving number of floors:
Automatic fire detection:
Yes
No
Type and location:
Fire alarm system:
Yes
No
Type:
Smoke control:
Yes
No
Type:
Adequate exit routes:
Yes
No
Dead ends: Yes
No
Maximum exit access travel. distance:
Elevator controls: Yes
No
Means of egress emergency lighting:
Yes
No
Mixed occupancies:
No -
Safety
Fire eans
General
parameters
safety (FS) . o grass (ME)
safety (GS)
34126.1 Building height
3412.6.2 Building area
3412.6.3 Compartmentation
3412.6.4 Tenant and dwelling unit separations
3412.6.5Corridorwatls
3412.6.6 Vertical openings.
3412.6.7 HVAC systems
�- 3412.6.8 Automatic fire detection
3412.6.9 Fire alarm system
3412.6.12 Dead.ends * .
3412.6.13 Max exit access travel distance/' • • • '
3412.6.14 Elevator control -
3412.6.15 Means of agress.emerge96 lighting * "
3412.6.16 Mixed occupancies
3412.6.17 Automatic sprinklers_ 2 =
3412.6.18 Standpipes
3412.6.19 Incidental use
Building score —tots lue
*' * * No applicaPI6 value to be inserted.
Fonnyld- Table 3412.7 Table 3412.8 Score Pass . Fail
FS-MFS > 0 (F$) — (MFS)
ME-MME 2 0 (ME) — (MME)
GS-MGS z 0 (GS) — (MGS) ._
FS = Fire Safety MFS = Mandatory Fire Safety
1 ME = Means of Egress MME = Mandatory Means of Egress .
GS = General Safety MGS = MandatoryGeneral Safety
APPENDICES A - M
Appendices adopted (101.2.1) Compliance verified
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