HomeMy WebLinkAboutPlan Review February 22,2012
St. Lucie Building Department
2300 Virginia Ave. -
Ft Pierce,F134982
Attn: Building Dept. Plan Review
Re: Kress Residence
Permit Number: 1112-0261
r
This letter is in response to the plans review comments dated 02/06/12.
BUILDING
Comment 1. Provide manufacture specs for fireplace
Response: Will provide by builder
Comment#2: Engineer of Record must review and sign truss drawings.
Response: Approved and signed and stamp
Comment#3: Provide box beam detail above rear patio.
Response: Girder truss and box out to the 8"width see detail A=1 sheet AS-1
and marked on truss drawings
Comment#4: Provide details for tube steel column to deck
Response: See detail L7 sheet A S-1
Comment#5: Provide ledger board details for truss attachement
Response: See detail A7 sheet A S-1
Comment#6: Provide AC plan with larger scale
Response: Will provide by builder
Comment#7: Note on plan that window in bedroom 3 meet emergency escape opening
Response: Noted Eggress window on sheet A4.2
Comment#8: Provide attic access
Response: Note on framing plan sheet A6.2
Comment#9: Note on plan weathering and termite area per table 301.2(1)
Response: See note 14 on sheet A4.1
Comment 41 O:Note on plan ceiling above garage to be 5/8"type"x"gypsum board
Response: See note 10 on sheet A4.1
Comment#11:Garage floor surface must have slope toward garage door
Response: See note on garage area on sheet A4.1 and A3.2
Comment#12:Note on plan frame spread and smoke developd index for wall ceiling finish
Response: See note 11 on sheet A4.1
Comment#13:Note on plan frame spread and smoke developd index for insulation
Response: See note 15 on sheet A4.1
Comment#14:Provide manufacture specs for elevator
Response: Will provide by builder
Comment#15:Note on plan gypsum board materials conforms with R-702.3
Response: See note 12 on sheet A4.1
Comment#16:Note on plan ceramic tile conforms with R-702.4
Response: See note 13 on sheet A4.1
Comment#17:Show location of water heater
Response: Near AC deck on sheet A4.2
Comment#18: Roof sheathing will be 3/4"thick
Response: Revised on sheet A6.2
Comment#19: First floor slab doesn't show 24" difference
Response: Revised on sheet A4.1 and A3.2
Comment#20: Elevation building shown NAVD and flood NGVD
Response: Revised on flood certificate by builder
Comment#21: Second floor hollow core show step different than dtatil
Response: Revised on details and note on plan see sheet A6.2 IV 4f 4-7 ti a 7 L4
Comment#22: Roof plan refer to CB-13 but not on schedule
Response: Revised on sheet A6.1 typing error
Comment#23: Provide riser diagram for sprinkler system
Response: Will provide by builder
Thank you
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Code
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Code
No. DESCRIPTION Section
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NOTE:Entries to[his Plan Review Record that a rield check or inspection Of the installation must be co°rdinatea, ae inspection phase(R109)of the PJecl.
BUILDING PLANNING (Chapter 3)
LOCAL DESIGN CRITERIA(Table R301.2(i)unless
Vtleafhering area
Haled otherwise) / -
t/ Frost line depth N 1A
Floor five load(Table R301.5) psf
T
Roof live load(Table R301.6) psf ermite area
/
Ground snow load /V/ psf Decay area tx,-, '
Winter design temperature S'2
Basic wind speed /b!0 mph
Ice barrier underlayment required "'A
Wind exposure category(R301.2.1.4) G Flood hazards 1/-es
High wind design criteria applicable T
.(R301.2.1.1) _ /`f EXTERIOR WALL LOCATION(R302)
Seismic design category(SDC)
/'� �'
(Figure R301.2(2)] ILi�l� 1-hour rating for exterior walls located less
than 5 feet from lot line(R302.1, Table
SDC C&D provisions (R301.2.2) _ ty /� // R302.1)
W l Exterior wall openingsfpenetrations and pro-
jections(R302.1, Table R302.1)
ROOM PLANNING REQUIREMENTS R303 throu h R305
Area Average Minimum Natural"
Use ft2 Width ceilinq ceilin li ht Natural ventilation*
Living 120 T-0" 7'-0"- 5'-0" 8%floor area 4%floor area
Dining 70 7`-0" 7'-0 5'-0" 8%floor area 4%floor area
Kitchen N.A. N.A. T-0" 5'-0" 8%floor area 4%floor area
Bedroom 70 7'-0" T-0" 51-0" 8%floor area 4%floor area
Bathroom N.A: N.A 7'-0" .5'-0"t 3 square feet 1112 square feet .
See Sections R303.1&R303.3 for mechanical ventilation and artificial light
t F-13"min over plumbing fixtures.
Required heating (R303.8) Floor surface noncombustible;sloped floor
SANITATION (R306 and R307) (R309.3)
Carport:open two sides;noncombustible
Water closet floors;sloped floor(R309.4)
Lavatory EGRESS (R310-R312)
Tub or shower Basement and sleeping room window for
emergency escape:opening 5.7 square feet
itchen area with sink (grade floor,5 square feet),24"net clear
height,20"net clear width;maximum sill
Sanitary sewer(Chapter 30) height=44 (R310.1-R310.1.4)
Private disposal(Appendix 1) N( Window wells(R310.2)
GLAZING (R308) i/ xit balconies(R311.2.1)
1&31' Identification (R308.1) it access or halfway>—3'(R311.3)
_t�
N/A Louvered windows or jalousies(R308.2) ne exit from each dwelling unit(R311.4.1)
N� Human impact loads/hazardous'locations !/ Exit door?(3'0"x 6'8".)(R311.4.2)
(R308.3/R308.4) ndings for doors (R311.4.3)
/V fl� Skylights and sloped glazing(R308.6) Stairways;minimum width=3'0";maximum
GAR GES AND CARPORTS(R309) stair rise=73/4';minimum tread=loll with
� A 11 N opening between garage and sleeping (R311!5)nosing;minimum headroom=6'13"
oom (R309.1) Landings for stairways;minimum dimension
Opening protection (garage to residence); 36"(R311.5.4)
131a"solid.wood doors,20-minute fire-rated �I�
doors (R309.1) � Special stairways (R311.5.8)
/A Ramp slope(1:12 maximum)(R311.6)
Penetrations (R309.1.1, R309.1.2)
CIA Ramp landing,minimum 3'x 3'(R311.6.2)
Garage-dwelling separation;'/2'gypsum
board on garage side,except 5/B"Type X re- � fA- Ramp handrails;one required if slope>1:12
quired below habitable rooms(R309.2) (R311.6.3)
-3-
,- BUILDING PLANNING (cont'd.)
EGRESS Ont'&)' DWELLING UNITSEFnir ANON(R317)
nder stair protection (R311.2.2)
Two-family dwellings: 1-hour fire-resistance
Handrails; required on one side of stair, hand- rating(R317.1)
ail height=34"to 38'; Type I or Type 11 grip Supporting construction (R317.1.1)
(R311.5.6-R311.5.6.3)
Stairway illumination (R303.6,R311.5.7) Townhouse:2 hour exception(R317.2)
cx/Guards:required for porches,balconies, Continuity(R317.2.1)
ramps,open sides of stairs, or raised floor /4Townhouse parapet(R317.2.2)
surfaces>30"above floor; 34"-36"minimum
guard height(R312.1) Townhouse structural independence(R317.2.4)
Opening limitations(R312.2) Rated penetrations(R317.3)
SMOKE ALARMS(R313) MOISTURE VAPOR RETARDERS(R318)
ocation and interconnection (R313.2) N I- Required (R316.1)
Power source(R313.3) DECAY TERMITE AREAS(R319 and R320)
FOAM PLASTIC (R314) 7Protection required(Table R301.2(1),R319.1,
R320.1J
LN5/° Labeling (R314.2J �Quality mark(R319.2 and R320.1.1)
Surface burning,thermal barrier, specific ap- R321 ADDRESS SITE
proval(R314.3-R314.6) ( )
WALL AND CEILING FINISH(R315) �wf Premises identification(R321.1)
S4 Flame spread(R315.1) ACCES LITY(R322)
Smoke-developed index R315.2 accessible dwelling units applicable(R322.1)
INSULATION (R316) ELEVATORS/PLATFORM LIFTS(R323)
Flame spread(R316.1) Referenced standards
Smoke-developed index(R316.1) FLOOD- S1STANT CONSTRUCTION(R324)
Attic (R316.4) eneral(R324.1)
CZ azard area and elevation requirements
(R324.2 and R324.3)
Design professional (R324.3.6)
MATERIALS(R402) FOUNDATIONS (Chapter 4)
f/'v�- ood foundations (R402.1) P'/6e_ Sill plate bolting in concretelmasonry=If,,"di-
ameter bolts or as required for unbalanced rill
Concrete, compressive strength (R402.2) within 12"but not less than 7 bolt diameters
FOOTIN S(R403) from corner,7"embedment(R403.1.6, Table
R404.1(2))
Soil bearing value (R401.4, R403.1) 1y51° Footings adjacent to slopes (R403.1.7) .
Footing width(seepage 5) Frost protected shallow foundations(R403.3)
Footing edge thickness=6"minimum;footing FOUNDATION WALLS(R404-R406)
projection=2"minimum,but<footing thick-
ness (R403.1.1) Top reactions,support,anchor bolt spacing
Footings in SDC C or D(R403.1.2, R403.1.3
(Tables R404.1(1)and R404.1(2)]
and R403.1.6.1)' Masonrryy and concrete foundation walls
Depth below(outside)grade= 12"minimum; (R404.1.1, R404.i.2)
but below frost line except for frost protected SDC D provisions(R404.1.4)
footinR403g.4.2) 3.1.4, R403.1.4.1 and A/ Maximum wall height Tables R404.1 1
R403.1.4.2) -�-R404.1(3)and Tables R404.1.1(1)- ()
R404.1.1(5))
-4-
FOUNDATIONS (cont'd.)
TABLE R403.1
MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS inches a
LOAD-BEARING VALUE OF SOIL(psf)
1,500 2,000 1 3,000 >_4 000
conventional No ht-frame construction
_ 1-story 12 12 12 12
2-story 15 12 12 12
3-story 23 17 12 12
4-inch brick veneer over li ht frame or 8-inch hollow concrete masonr
1-story12 12 12 12
2-story 21 16 12 12
3-story 32 24 16 12
8-Inch solid or fully grouted masonrY
I-stow 16 12 12 12
2-story 29 21 14 12
3-story 42 32 21 16
For SI: 1 inch=25.4 mm,1 pound per square fool=0.0479 kPa
a. Where minimum footing width is 12 inches,a single wylhe of solid or fully grouted 12-inch nominal concrete masonry units is permitted.
FOUNDATION WALLS(cont'd.) COLUMNS(R407)
Maximum unbalanced fill height(Tables Protection from decay or corrosion (R407.1 and
R404.1(1)-R404.1(3)and Tables R404.1.1(1)- R407.2)
R404.1.1(5)]
/ Structural requirements (R407.3)
Minimum nominal.wall thickness[Tables V (
R404.1(1)-R404.1(3)and Tables R404.1.1(1)- I Anchorage(R407.3)
R404.1.1(5)] Wood columns(minimum 4"square)(R407.3)
Reinforcement size and spacing(Tables
R404.1.1(2)-R404.1.1(5)] Steel columns(minimum 3"diameter,standard
weight) (R407.3)
Height above finished grade(R404.1.6) UNDER-FLOOR SPACE(R408)
Sill plate size(R404.3) Ventilation(R408.1 and R406.2)
Insulating concrete forms(ICF) (R404.4) Unvented crawl space(R408.3)
Drains required if habitable or usable spaces �]/ Access(R408.4)
are below grade*(R405) /v
Soil class(Table R405.1) Removal of debris (R408.5)
Dampproofing if basements are below grade* Finished grade (R408.6)
(R406.1) Flood resistance(R408.7)
Waterproofing if high water table*(R406.2)
If uninhabitable,see under-flbor space(R408)
FLOORS (Chapter 5)
WOOD JOISTS AND GIRDERS (R502) Bearing(1.5"minimum on wood or metal;3"on
masonry or concrete)and lapped joists(311)
Species and grade (R502.1) (R502.6,R502.6.1)
Joists-Sleepin areas,LL=30 psf Lateral restraint and bridging(R502.7,
[Table R502.3.1(U R502.7.1)
Joists-Nonsleepping areas, LL=40 psf Drilling and notching (R502.8)
A/Y(Table R502.3.1(2))
Cantilevered joists[Tables R502.3.3(1)and Fastening(R502.9)
R502.3.3(2)) . Framing of openings (R502.10)
Girder spans and header spans for exterior Wood trusses (R502.11)
bearing wails[Table R502.5(1)]
Girder spans and header spans for interior Draftstopping(R502.12)
bearing walls[Table R502.5(2)]
Joists under bearing partitions (R502.4)
-5- -
FLOORS (cont'd.)
LUMBER FLOOR SHEATHING(R503.1) STEEL FLOOR FRAMING(R505)
Allowable span (Table R503.1) Cold-formed steel;applicability limits;in-line
1 1'% End joints(R503.1.1) framing(R505.1)
WOOD STRUCTURAL PANEL SHEATHING(R503.2) Structural.framing(R505.2)
Grade (R503.2.1) Material(R505.2.4)
Thickness (R503.2.1) Identification(R505.2.2)
Allowable spans(Tables R503.2.1.1(1) and Corrosion protection(R505.2.3)
R503.2.1.1(2)] Fastening(R505.2.4)
Installation[Table 602.3(1)] Floor construction(R505.3)
PARTICLEBOARD UNDERLAYMENT(R503.3) CONCRETE FLOORS(ON GROUND)(R506)
Grade (R503.3.1)
� Thickness: 3'/2"minimum;Concrete strength
Thickness(R503.3.2) / (R506.1
Installation[Table R602.3(1)] V Support:prepared subgrade;maximum earth
TREATED-WOOD FLOORS(ON GROUND)(R504) fill= maximum sand or gravel fill=24"
/ (R506.2.1)
Base course:4"thick with maximum 3IQ" v Base course:4"graded with 2"maximum
gravel or'/2"crushed stone (R504.2.1) aggregate(R506.22)
Moisture barrier: placed over base course Vapor retarder(R506.2.3)
(R504.2.2)
Materials(R504.3)
WALL CONSTRUCTION (Chapter 6)
GENERAL(R601) �'S� Fireblocking(R602.8)
1�/�esign(R601.2) �/>" Cripple walls(R602.9)
:]: Co ponent and cladding wind loads(Table Wall bracing method(R602.10.1 and
01.2(2)] 02.10.3)
Windows in windborne debris regions Wall bracing amount and location(Table
(R301.2.1.2) 602.10.1)
WOOD CONSTRUCTION R602 r/ wall bracing length (R602.10.4)
( ]
2��Construction(Figures R602.3(1)and 10.P4- SDC D(R602. 9, R602.10.11 and R602.11)
R602.3(2)] STEEL WALL FRAMING(R603)
Stud grade (R602:2) General(R603.1)
t lft Exterior walls(R602.3)Stud spacing (R602.3.1) Structural framing(R603.2)
Z
terior load-bearing walls(R602.4) Material(R603.2.1)
Y
dentification(R603.2.2)
terior nonbearing walls:2"x 3"at 24"o.c. Corrosion protection (R603.2.3)
or 2" x 4"flat at 16"o.c.(R602.5)
r"5 P Drilling and notching—studs(R602.6) Fastening (R603.2.4)
Drilling and notching—top plate(R602.6.1) Wall construction(R603.3)
Headers(R603.6)7 Headers(Tables R502.5(1),R502.5(2),
R602.7.2 and Figure R602.7.4 Structural sheathing(R603.7)
-6-
BALL CONSTRUCTION (cont'd.
SHEATHING(R604 and R605) INSULATING CONCRETE FORM WALL
/ CONSTRUCTION(R611 r� Wood structural panels(R604J )
t17 Particleboard(R605) _______ General design(R611.1 and R611.2)
MASON CONSTRUCTION(R606-R610) Type of ICF wall design (R611.3-R611.51
General design(R606) Construction requirements(R611.7-R611.9)
/vDC C and D(R606.12) CONVENTIONAL CONCRETE WALL CONSTRUCTION
(R612)
Unit masonry(R607) /V 14- Design basis(R612.1)
V 0 Multiple wythe masonry(R608)
WINDOWS&DOORS(R613)
Grouted masonry(R609)
f General;window sills;performance;testing
N j� Glass unit masonry(R610) and labeling (R613.1-R613.4)
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING(R702) /v 1A Wood shakes and shingles(R703.5)
IV�,f Plaster material(R702.2) Exterior plaster(R703.6)
Plaster support(R702.2.1) N Stone&masonry veneer(R703.7&Figure
Gypsum board material(R702.3.1) R703.7);Steel angle lintels-4"minimum bear-
ing each end(R703.7.3)
Gypsum board support,application and fas- `V(4- Veneer ties:#19 U.S.gage wire or#22 U.S.
tentng.(R702.3.2-R702.3.8) gage by'to"corrugated metal;24"o.c,maxi-
Ceramic the(R702.4) mum horizontal spacing;2.67 square feet -
maximum area supported(wind>30 psf and
Other finishes (R702.5 and R702.6) SOC C or D,maximum area=2 square feet)
(R703.7.4.1)
EXTERIOR WALL COVERING(R703) Flashing(R703.7.5 and R703.8)
Water-resistive barrier(R703.2)
Exterior insulation finish systems(R703.9)
Wood siding (R703.3) Al /-4 Fiber cement siding(R703.10)
Attachment and minimum thickness(Table
R703.4)
ROOF-CEILING CONSTRUCTION (Chapter 8)
GENERA (R801) /yIA Lateral support and bridging(R802.8)
(Design (R801.2 andR801.3) / Framing of openings(R802.9)
Component and cladding wind loads(Table ood trusses(R802. L..b.
R301.2(2)] Roof tie-down(R802.-:Z. 9'
ROOF FRAMING (R802) CEILING JOISTS[Tables R802.4(1),R802.4(2)]
P/ Fire-retardant-treated wood(R602.1;ti Without attic storage, LL=10psf
Framing details(R802.'j.1 With attic storage LL-=20psf
N l� Rafter tie(4'o.c.)(R802.3.1) Spacing
Collar ties(4'o.c., in upper third of attic) 6§iSpecies
(R802.3.1) Grade
Purlins(2"x 4"at 4'o.c.minimum) Span
(Figure Box. 2.3.1
Size
(yf
Bearing (R802.-j;.�
/✓`� Cutting and notching(R802: Z.6
(/ Engineered wood products(R802.'2,
-7-
_;:F-CEILING CONSTRUCTION (cont'd'',"
RAFTERS[Tables R802.5.1(1)-R802.5.1(8)j STEEL ROOF FRAMING(R804)
Ground snow load/LL=20psf General(R804.1)
Controlling design(LL or snow) Structural framing(R804.2)
Ceiling attached/ceiling not attached Material(R804.2.1)
Spacing Identification (R804,2.2)
Species Corrosion protection (R804.2.3)
Grade
Fastening(R804.2.4)
Span Roof construction(R804.3)
Size Roof tie-down(R804.4)
HcIHR;Adjustment factor ROOF VENTILATION (13806)
7ROOF S THING (R803.. x �/¢ Ventilation requirements(R806.1,R806,Z
Grade R806.4)
Thickness ATTIC ACCESS(R807)
FRTW allowable stresseslgrading Access requirements(807.1)
Allowable spans[Table R503.2.1.1(1)] 803.J,'2 INSULATION CLEARANCE(R808)
f Pv5 l Installation (R803.2.3) /"'Sl Insulation requirements(R806.3,R808.1)
ROOF ASSEMBLIES (Chapter 9)
ROOF ASSIFICATION (R902) Wood shingles(R905.7)
Roof covering materials(R902.1) lfllA- Wood shakes(R905.6) -
WEATHER PROTECTION(R903) A/c/) uflt-up roofs(R905.9)
p�5 Flashingc, Metal roof panels(R905.10)
(R903.2)
/L/14 Coping (R903.3) 10/ A Modified bitumen roofing(R905.11)
Roof drainage(R903.4) � A Thermoset single-ply roofing(R905.12)
MATERtA (R904)
[__1 .- Thermoplastic single-ply roofing(R905.13)
/U�� Sprayed polyurethane foam roofing(R905.14)
Compatibility;specifications;physical
characteristics;identification(R904.2- a Liquid applied Coatings(R905.15)
R904.4) ROOF INSULATION(R906)
REQUIREMENTS FOR ROOF COVERINGS (R905) /l/(l'^ General (R906.1)
NSA Asphalt shingles (R905.2) REROOFING(R907)
P9, Clay and concrete tile(R905.3) Materials and methods(R907.1)
N /1A Metal roof shingles(R905.4) tructural support(R907.2)
Mineral-surfaced roll roofing (R905.5)
Recover vs replace (R907.3)
.�� Slate and slate-type shingles (R905.6)
-8-
- - CHIV . YS AND FIREPLACES (Chapter
MASONRY FIREPLACES(R1001) Spark arrestors(R1003.9.1)
Construction (Figure R1001.1 and Table _ Wall thickness;>_4"(R1003.10)
R1001.1)
Flue SDC D reinforcing/anchorage (R1001.3 and R1003.12) material/installation(R1003.11 and
R1001.4)
Multiple flues (R1003.13)
Firebox wails and dimensions (R1001.5 and R1001.6) Flue area(appliance)(R1003.14)
Steel fireplace units(R1001.5.1) Flue area(masonry fireplace)(R1003.15)
Lintel(noncombustible)(R1001.7) Inlet(R1003.16)
Hearth extension material(R1001.9) Cleanout opening(R1003.17)
Hearth extension (R1001.10) Chimney clearance(R1003.18)
Firebfocking(R1003.19)
Fireplace clearance (R1001.11)
Chimney crickets(R1003.20)
Mantel and trim(R1001.11)
Ffreblockfng (R1001.12) FACTORY BUILT FIREPLACES(R1004)
Labeled and listed(R1004.1)
MASONRY CHIMNEYS (R1003) rl 5 o Installation(R1004.2)
Construction (Table R1001.1, R1003.2,
R1003.3,and Figure R1001.1) FACTORY-BUILT CHIMNEYS(R1005)
Corbeling (R1003.5) Listed and labeled(R10051) /41ir
Changes in dimension (R1003.6) installation(R1005.3 and R1005.4)
�r
KAdditional load(R1003.8) EXTERIOR AIR SUPPLY(R1006)
Termination (R1003.9) IVAL Intake size(R1006.2)
ENERGY EFFICIENCY*(Chapter 11)
5mpliance;material and equipment Gilding envelope(N1102)
(N1f01.Z N1101.3) Mechanical systems(N1103)
Climate zone (Table N1101.2)
*See energy conservation plan review record
MECHANICAL(Chapters 12.23)
1t,51 Appliance labeling(M1302, M1303) Chimney and vent location and terminations {�
J
/1vS1° Appliance access(M1305,M1401) (Chapter 10 and Chapter 18)
gyp— Special fuel-burning equipment(Chapter 19)
—Appliance installation(M1307)
C/Heating and cooling equipment;heating t3oilerslwa ter heaters (Chapter20)
r /and cooling load calculations(Chapter 14) r' Hydronic piping(Chapter21)
!/ 15(Chapter Exhausts stems Special piping and storage systems(Chapter
Y ( A )�DUCf systems(Chapterl6) 22)lam/ Solar systems Chapter23)
N�'¢ Combustion air(Chapter 17)
N/v' Penetrations of fire-resistance rated assem-
blies(R317.3)
-9-
FUEL GAS (Chapter 24)
PPlication (G2401.1) t/ fpe sizing(G2413)
)
General regulations G2404
g ( '�' Piping materials(G2414)
Appliance location (G2406) 'lN, Piping installation(G2415 and G2419)
Air requirements(G2407) Jw S Piping support(G2418 and G2424)
I NS -Installation (G2408) 1 NSA Valves,controls, connections (G2420,G2421
I Al S Clearances (G2409) and G2422)
f,v S Electrical and electrical bonding(G2410, /N SA Venting(132425-G2428)
G2411) Mise appliances (G2423, G2429-G2453)
OAS/ Water service location and ,P2603 depth p ( IVI�' Water supply and distribution system design
P2604) /and calculations(Chapter29)
Sanitary and storm sewer location and depth (// Drain,waste and vent pipe sizing and riserdi-
(P2603, P2604) agram"(P3004, P3005, Chapter3l)
Piping support(Table P2605.1) ��� Sumps and ejectors (P3007)
Listed plastic materials(P2608) Backwater valves(P3008)
/W 5 Plumbing fixtures(Chapter 27) Fixture traps(P3201)
Water heater size and location(Chapter 28) Penetrations of fire-resistance rated assem-
blies(R317.3)
ELECTRICAL,(Chapters 33-42)
Penetrations of fire-resistance rated assern- y Feeder requirements and load calculations
blies (E3302.2) (E3604)
Listed and labeled materials (E3303) Wiring methods (Chapter 37)
Service equipment and location(E3501, Required lighting and receptacle outlets
E3506) (E3801,E3803)
Service size and load calculations(E3502) /rS� Devices and lighting fixtures(Chapter39)
Available fault current(E3506) 1Ns� Appliance installation(Chapter40)
System grounding(E3507). Swimming pools(Chapter.41)
r/ Required branch circuits (E3603) N'�� Class remote-control,signaling and power-lim-
ited circuits(Chapter 42)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E)
Provisions adopted (R102.5) U Compliance with Appendix E verified
- RADON CONTROL MEASURES (Appendix F)
/ / Provisions R102.5 adopted '� Compliance with Appendix F verified
P ( )
-10- -
'. -- ----- .-- SWIMMIN, QOLS, SPAS.ANA HOT TUBS (Appe� G)
Yk ' rovisions adopted(R102.5) Compliance with Appendix G verified
PATIO COVERS (Appendix H)
Provisions adopted(R102.5) Compliance with Appendix H verified
PRIVATE SEWAGE DISPOSAL(Appendix 1)
/�/Y_V-Provisions adopted(R102.5) �ji "" Compliance with Appendix I verified
EXISTING BUILDINGS AND STRUCTURES (Appendix J)
�I F/ Provisions adopted(R102.5) Compliance with Appendix J verified
SOUND TRANSMISSION (Appendix K)
Pl�---
Provisions adopted (R102.5) 6ACompliance with Appendix K verified
NOTES