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HomeMy WebLinkAboutPLAN REVIEW RECORD2015INTERNATIONAL'lz, RESIDENTIAL CODE® FOR ONE- AND TWO-FAMILY DWELLINGS PLAN REVIEW RECORD Plan Review # Date: -1, 3, 701`1 Valuation: x 7(m J�! Fee: F < , .�.._ t JURISDICTION: (City, County, Township, etc.) BUILDING LOCATION: (Street address) _ BUILDING DESCRIPTION: /uUf10 QqqlDlrD aion7'�S' BY43NNb3g '�I.6uc�a County Or % REVIEWED BY .. - N6meralsindicatedinparenthesisare'applicablecodesectioneofthe20151ntemationalResidentialCode(IRC)'The plan review accomplished as indicated ,.,. m thisrecoid is limited td those code Sections spedfdallyidentified heiem This race rad references commontylapplirable'code sections with clue regard for.?•+, = the amoupt'ana type of detailed information which is typically found on construction dowments,for one and two-family dwellings and tovirihpuses. It does,-. ' not reference all code provisions vA6 may tie applicable to•spe ific bwldmgs- This record is designed to tier used only by those who are'knowledgeable'-=. %and ppabie of exercisin competent Judgrent in;evalu`axngmristrucbon do_coments for,code coinplrance , - " CORRECTIONS LIST No. DESCRIPTION Code Section •p1 • ••- • '-`Trademarioffice.• additional forms, contact: IxleNrtanonu INTERNATIONAL CODECOUNCIL,9 cooeceuxcm - • ORG prohibited. ISBN 97a-1-6a9a3-611-5 78160 836115 ltemNo.0102PRI5 T021ga4 50 No. CORRECTION LIST (cont'd.) DESCRIPTION Code Section U -2- NOTE: Entries to this Plan Review Record that require a field check or inspection of the installation must be coordinated with the inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] Floor live load (Table R301.5) psf Roof live load (Table R301.6) O /t%�psf Parapets and construction (R302.2.2, R30223) Two-family dwelling separation (R302.3) Ground snow load psi Dwelling unit penetrations (R302.4) Ultimate design wind speed Z 11V mph Dwelling/garage opening/penetration protec- t . tion (R302.5) Wind exposure category (R311.2.1.4) w J�JliYllelling/garage fire separation (R302.6) High wind design criteria app�bl�,C Under -stair protection (R302.7) (R301.2.1.1) 104.) S Wall and ceiling Seismic design category (SDC) finishes (R302.9) [Figure R301.2(2)] ame spread index (R302.9.1) SDC C&D provisions (R301.2.2) -- Smoke -developed index (R302.9.2) Weathering ''� esting (R302.9.3, R302.9.4) Frost line depth ��}},���' >//��� Termite area "� �/U l fV`1nation (17302.10) Decay area r Winter design temperature Ice barrier underlayment required, Flood hazards FIRE-RESISTANT CONSTRUCTION (R302) Exterior walls (17302.1, Tables R302.1(1) and R302.1(2)) ownhouse separation (R302.2) Continuity and structural independence (R302.2.1, R302.2.4) ROOM PLANNING REQUIREMENTS (R303 through R305) qFhame spread/smoke-developed �[ (R302.10.1, R302.10.2) 3;, A Cellulose loose -fill and exposed attic Insulation (R302.10.3, R302.10.4) '� Nesting (R302.10.5) VA) -?LO, .1 Fireblocking (R302.11) ON �carr lJl Draftstopping (R302.12) �I Ire protection of floors (R302.13) �I Combustible insulation clearance (R302.14) Use Area (ft) Width Ceiling heightt Natural light' Natural ventilation' Living 70 T-0" 7'-0" 8%floor area 40%floor area Dining 70 T-0" T-0" 8%floor area 40%floor area Kitchen N.A. NA T-0^ 8%floor area 4%floor area Bedroom 70 T-0" T-0" 8%floor area 40/6floor area Bathroom N.A. N.A 6'-8" 3 square feet 11/a square feet See Sections R303.1 & R303.3 for mechanical ventilation and artificial light and R303.4 for required whole -house mechanical ventilation. t 6'-8" min. at plumbing fixtures and for non -habitable basements. Required heating (R303.9) (R306 and R307) later closet Tub or shower Kitchen area with sink Sanitary sewer (Chapter30) Private disposal (Appendix I) GLAZING (R308) :!2� 1 dentification (R308.1) Louvered windows or jalousies (R308.2) Human impact loads/hazardous locations Skylights and sloped glazing (R308.6) RD BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) d ` pL _4loor surface noncombustible; sloped floor A , (R309.1) / �C Carport: open two sides; noncombustible floors; sloped floor (R309.2) ,,�� /l��n1 Iutomatic garage door opener (R309.4) Fire sprinklers (R309.5) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) L 9��Z1}U/Where required (R310.1) ,,.�/ ��Areas, height, width, operations (R310) N ►-Window wells (R310.2.3) ,Under decks and porches (R310.2.4) 961 )Bars, grilles, covers and screens (R310.4) MEANS OF EGRESS (R311) p D I General (13311.1) a L Egress door (R311.2) T�_�Landings at exterior doors -A^/, ''� (R311.3 - R311.3.3) 'PA) booertical egress (R311.4) j%)J Construction and attachment (R311.5) allways (R311.6) "Stairway width, headroom, vertical rise, walk - line (17311.7.1 - R311.7.4) .N-stairway treads, risers profiles /era (R311.7.5 - R311.7.5.4) �I" �" airway landings and walking surfaces / (R311.7.6, R311.7.7) �" Handrails required (R311.7.8) Handrail height, continuity, grip -size (17311.7.8.1- R311.7.8.4) Stairway illumination (R303.7, R311.7.9) Special stairways (R311.7.10) Ramp slope, landings, handrails (R311.8) GUARDS��WINDOW PROTECTION (R312) '��t Required for open -sided surfaces, stairs, ramps and landings > 30" above floor/ grade (13312.1.1) 1 limitations (R312.1.3) fall protection (R312.2) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) a />?,tTownhouses (13313.1) eINAOne- and two-family dwellings (R313.2) SMOKE ALARMS (R314) .��efelenced standards (R314.1) !% L cation and interconnection � 9q� �t,�,� !D2- (R314.3, R314.4) b+-t/'v) Powersource (R314.6) CARBON MONOXIDE ALARMS (R315) a��Newconstruction (17315.1, R315.2) 0-44)-4-4?&sting construction (R315.2.2) Referenced standard (R315.6) FOAM PLASTIC (R302.8, R316) abeling (R316.2) V Surface burning, thermal barrier, specific approval (R316.3 - R316.8) DECAY AND TERMITE PROTECTION (R317 and R318) GTiy triProtection required (Table R301.2(1), R317.1, R318.1) �1%Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) (mess numbers (R319.1) ACCESSIBILITY (R320) &7 Type B dwelling units applicable (17320.1) ELEVAgS/PLATFORM LIFTS (R321) PTpReferenced standards (R321.1- R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) ��eneral (R322.1) Oki, J hazard area and requirements DD L , (R301.2.4, R309.3, R322.2, R322.3). S�Y't-�"`Design professional (R322.3.6) S.,TO M SHELTERS (R323) y0J GeneraVreferenced standard (R323.1)' SOLAR ENERGY SYSTEMS (R324) System, installation, access (R324.2 - R324.7) egress, openness (17325.2 - R325.5) SWIM) ING POOLS, SPAS AND HOT TUBS (R326) t�ISPSC (13326.1) -4- FOUNDATIONS (Chapter 4) MATERIALS (R402) )��ood foundations (R402.1) 611 &A Concrete, compressive strength (R402.2, R402.3) FOOTINGS ( 403) n / AIA oil bearing value (R401.4, R403.1) 0�(�1k" Footing width (Tables R403.1(1) - R403.1(3)] bo FA�Footing edge thickness; footing projection= 2" minimum, but <footing thickness �PP (R403.1.1) Y`t.k_ Footings in SDC C and D (R403.1.2 and R403.1.6.1) 7�Depth below (outside) grade = 12" minirnur� but below frost line (R403.1.4, R403.1-.4. 1) U ryT' Sill plate bolting in concrete/masonry ='/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from ends, 7" embedment ootings adjacent to slopes (R403.1.7) A)4 Fr4st-protected shallow foundations (R403.'3) Footings for precast concrete foundation',;' (R403.4) FOUNDATION/RETAINING WALLS (R404 - R406) a A� Masonry foundation walls (R404.1.2) ��Wall height, unbalanced backfill, nominal' - thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.11 a Reinforcement size and spacing ; �p� (Tables R404.1.1(2) - R404.1.1(4)] �qN""' Co Tncrete foundation walls (R404.1.3) WWall lheight, unbalanced backfill, nominal thickness (Tables R404.1.2(1) - R404.1.2(8), R404.1.5.21 DID )� kN Horizontal and vertical reinforcement size and spacing (fables R404.1.2(1) - R404.1.2(8), R404.1.3.2, R404.1.3.3.7] ' 4tt�19 Stay -in -place forms (R404.1.3.3.6.1) SDC D provisions (R404.1.4) sleight above finished grade (R404.1.6) plate size (R404.3) .f„ concrete foundation walls (R404.5) ;/lam' lf. 4 Drains required if habitable or usable spaces are below grade' (17405) Soil class (Table R405.1) ` Dampproofing if basements are below grade' q 4 (R406.1) iy Waterproofing if high water table' (R406.2) If uninhabitable, see Under -Floor Space (17408) COLUMNS (R407) ev�rotection from decay or corrosion (R407.1 and R407.2) Structural requirements (R407.3) ll�)R��� gL Anchorage (R407.3) A%f 1' Wood columns (minimum 4" square) (R407.3) Atsteel columns (minimum 3" diameter, Sched- ule 40 pipe) (R407.3) UNDER -FLOOR SPACE (R406) Ventilation (R408.1 andR408.2) `t 4onvented crawl space (R408.3) iJT 'Access (R408.4) � L Removal of debris (R408.5) Finished grade (R408.6) N�f Flood resistance (R408.7) -5- FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) Dp nl n Species and grade (R502.1) fit' ti fl' Joists —Sleeping areas, LL = 30 psf [Table R502.3.1(1)] j Joists—Nonsleeping areas, LL = 40 psf [Table FR502.3.1(2)] (� Cantilevered joists R�,/ (Tables R502.3.3(1) and R502.3.3(2)] a `P tVJA Girder and header spans (Tables R602.7(l) - R602.7(3)] peltA Joists under bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists I (W) (R502.6, R502.6.1) lateral restraint and bridging (R502.7, R502.7.1) ;� J� Drilling and notching (R502.8) D.II�J��+," Fastening (R5029) DFraming of openings (R502.10) D� Wood trusses (R502.11) r - r raftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) `-'End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) 1 .T r4 ✓ Grade (R503.2.1) Zi, t',-Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] t�TV F' Installation [fable 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) �Grade (R503.3.1) ✓T1 Thickness (R503.3.2) TREATED -WOOD FLOORS (ON GROUND) (R504) N IL Base course: 4" thick with maximum 3/," gravel or'/2' crushed stone (R504.2.1) Moisture barrier: placed over base course ' (R504.2.2) Materials (R504.3) ST^,E�I FLOOR FRAMING (R505) f� Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Corrosion protection (R505.2.2) N Identification (R505.2.4) Fastening (R505.2.5) Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) VaO') Thickness: 31/2" minimum; Concrete strength (R506.1) /) Support: prepared subgrade; maximum earth fill = 611; maximum sand or gravel fill = 24" (R506.2.1) 9�B se course: 4" graded with 2" maximum aggregate (R506.2.2) por retarder (R506.2.3) (%� I Reinforcement support (R506.2.4) ' EXTE OR DECKS (R507) _ Support, attachment (R507.1 - R507.2.4) PinPlastic composite materials (R507.3) Decking/deck joists (R507.4, R507.5) -�F=f-`,-Deck beams (R507.6) Deck posts, connections, footings (17507.7.1, R507.8) 0 WALL CONSTRUCTION (Chapter 6) WOOD CONSTRUCTION CONSTRUCTION (R602) V) I ►Ai Construction 7'' (Figures R602.3(1) and R602.3(2)] grade (R602.2) spacing [R602.3.1, Table R602.3(5)] load -bearing walls (R602.4) prior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) (\ Material (R603.2.1) Corrosion protection (R603.2.2) R Identification (R603.2.4) Fastening (R603.2.5) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHE ATHIN R604 and R6051 *"ZDrilling and notching —studs (R602.6) 11 zt ood structural panels (R604) &-Drilling and notching —top plate (R602.6.1) .qcp/ !� P Particleboard (R605) Headers [Tables R602.7(1) - R602.7(3j and i �// Figure R602.7.2] MAC N(iYCQN�TRUCTION (R606 - R610) )_""Fireblocking (R602.8, R302.11) 0 <1f, GJe`n'eral design (R606) N- ��'Cripple walls (R602.9) kWall bracing, lines, panels (R602.10.7, R602.10.2) `Required length of bracing, method (R602.10.3, R602.10.4, Tables R602.10.3(1) and R602.10.3(3)] ti �p _ KMinimum length connections support joints requirements (R606.12) unit masonry (R607) exterior concrete wall construction (17608) 0/ Exterior windowstdoors (R609) Glass unit masonry (13610) I'll, • ; cripple walls (R602.10.5 - R602.10.11),• STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R610) ' Wall anchorage (SDC C and D) (R602.1 f) : �J� �ia� Applicability (R610.2) Simplified wall bracing (R602.12) '}' ) Poo,) Materials (R610 3) 4ELL FRAMING (R603) General(R603.1)Structural framing (R603.2) f� Wall panels, construction details (R610.4 - R610.10) 7- WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) Plaster material (R702.2) / ) P aster support (R702.2.3) ON V/ Gypsum board materials (17702.3.1) 5�Gypsum board support, application and fas- tening (R702.3.2 - R702.3.7) file (R702.4) finishes (17702.5 and R702.6) retarders (R702.7) EXT0 WALL COVERING (R703) ( 0 �Iff11// Water -resistive barrier (R703.2) &1')A?I e�NAttachment and minimum thickness (Table R703.3(1)] A/ ^Wood siding (R703.5) �Dm 0 Wood shakes and shingles (6703.6) IN �Ext for plaster (R703.7) 66?fAone & masonry veneer (R703.8 & Figure R703.8); Steel angle lintels-4" minimum �J,,ffrr bearing each end (R703.8.3) �+'Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/e' corrugated metal; horizontal and vertical spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 r� / square feet) (R703.8.4.1) - N G "Flashing (R703.4 and R703.8.5) knsulation and finish systems (R703.9) RAL�I��,, �� qq iioer cement siding (R703.10) ,,W Ninyl siding (13703.11) All A'Other sidings (R703.12 - R703.17) ROOF -CEILING CONSTRUCTION (Chapter 8) WOAO/'D nROOF FRAMING (R802) I V ft Fire -retardant -treated wood (R802.1.5) M04 Framing details (17802.3) Rafter ties (R802.3.1) NS i Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) Bearing (R802.6) -Cutfing and notching (17802.7) -' angineered wood products (R802.7.2) 'Cateral support and bridging (R802.8) �OlkO Framing of openings (R802.9) D (& Wood trusses (17802.10) Ooof tie -down (R802.11) CEILIN -JOOISTS [fables R802.4(t), R802.4(2)] `_ Without attic storage, LL =10psf attic storage LL = 20psf %) T,ANSpacing Dn11Rrf Species and grade fl IyINAJ Span t)t4 tl4d Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20 psf Controlling design (LL or snow) Ceiling not attached/ceiling attached it Spacing Species and grade �IT�'Span Size or HZ✓HR; Adjustment factor ROOF SHEATHING (R803.2) ,V c�Grade 'aa Thickness FRTW allowable stresses/grading spans [Table R503.2.1.1(1)] (R803.2.3) ROOF -CEILING CONSTRUCTION (cont'd.) STEEL ROOF FRAMING (R804) ..v AIM Roof construction (11804.3) General (R804.1) ;A 2v Roof tie -down (R804.3.8) or Structural framing (R804.2) ; Z \ , ROOF�VEN ILATION (R806) MIA Material (R804.2.1) D Ventilation requirements (17806.1 - 4806.5), Corrosion protection (R804.2.2) \'•. •� • ' ` ATTIC ACC (R807) Identification (R804.2.3) . 1 ✓'9lccess requirements (807.1) Fastening (17804.2.5) � ,M1 ROOF ASSEMBLIES (Chapter 9) ROOF CLASSIFICATION (R902) J D oof covering materials (R902.1) WEATHER PROTECTION (R903) lashing (R903.2) Coping (R903.3) Roof drainage (R903.4) w, Metal roof panels (R905.10) tR'6 D Modified bitumen roofing (R905.11) ' Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Ir% Sprayed polyurethane foam roofing (R905.14) �ai%,yy7 Liquid -applied roofing (R905.15) tv-F hotovoltaic shincles 117905.16) rvua, r-n,nL�a, tr�+auw/ /Compatibility; specifications; physical charac- . ROOF INSULATION (R906) teristics; identification (R904.2 - R904.4)' '(`General (R906.1) FOR ROOF COVERINGS (R905) - (R905.1.1, R905.1.2) all shingles (R905.2) and concrete tile (R905.3) I roof shingles (R905.4) ral-surfaced roll roofing (R905.5) shingles (R905.6) shingles (R905.7) shakes (R905.8) ip roofs (R905.9) ROOFTOP - MOUNTED PHOTOVOLTAIC SYSTEMS (R907) 14 Materials and installation (R907.1 - R907.5) f REROOFING (R908) AADO , Materials and methods (R908.1) A( Structural support (R908.2) �[ ReplacemenUre-covering (13908.3, R908.4) ROOFTOP - MOUNTED PHOTOVOLTAIC PANEL SYSTEMS (R909) Materials and installation (R909.1 - R909.3) CHIMNEYS AND FIREPLACES (Chapter 10) d MASONRY FIREPLACES (R1001) r i Hearth extension (R1001.9, R1001.10) Construction 1� Fireplace clearance (R1001.11) (Figure R1001.1 and Table R1001.1) e/ I di Fireblocking (R1001.12) SDC D reinforcinglanchorage "'''� -r-rT -� (171001.3 and R1001.4) MASONRY CHIMNEYS (R1003) Firebox walls and dimensions Construction (Table R1001.1, R1003.2, 1 ` (171001.5 and R1001.6) R1003.3, and Figure R1001.1) I Steel fireplace units (171001.5.1) ( Corbeling (131003.5) Lintel (noncombustible) (171001.7) -9- CHIMNEYS AND FIREPLACES (cont'd.) Ef Changes in dimension(R1003.6) Additional load (R1003.8) Termination (R1003.9) Spark arrestors (171003.9.2) i I, Wall thickness; >_ 4" (R1003.10) } Flue lining - material/installation (177003.11 and R1003.12) Multiple flues (R1003.13) Flue area (appliance) (R1003.14) A Flue area (masonry fireplace) (R1003.15) NJA Inlet (R1003.16) Cleanout opening (171003.17) % Chimney clearance (R1003.18) Fireblocking (R1003.19) Chimney crickets (171003.20) FACTQ,.}Y-BUILT FIREPLACES (R1004) Listed and labeled (R1004.1) Installation (R1004.2 - R1004.5) IUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) AIR SUPPLY (R1006) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY (Chapter 11) Compliance; information (N1101.5, N1101.13) �O_j Climate zone (Table N1101.7) Building thermal envelope (Ni 102) Systems (N1103) Electrical (N1104) Simulated performance (N1105) ERI compliance alternative (N1106) isilw Existing buildings (Nll07-Nllll) MECHANICAL (Chapters 12-23) :%A:JApliancepliance labeling (M1302, M1303) access (M1305, M1401) '17AA0 OC—Applianceinstallation (M1307) L9 t�) Heating and cooling equipment; load calcula- tions (Chapter 14) D A) �44�\ Exhaust systems (Chapter 15) O 1/ ITt A Duct systems (Chapter 16) KA Combustion air (Chapter 17) Chimney and vent location and terminations (Chapters 10 and 18) equipment (Chapter 19) heaters (Chapter20) piping (Chapter2l) Special piping and storage systems (Chapter 22) Solar thermal energy systems (Chapter23) Penetrations of fire -resistance rated assem- blies (17302.4, R302.5) FUEL GAS (Chapter 24) (G2401.1).1 V1 f-1 Clearances (G2409) Sul (ni Appliance location (G2406) r[ Air requirements (G2407) Installation (G2408) (G2410, G2411) Pipe sizing (G2413) ePiping materials (G2414) -10- FUEL GAS (cont'd) NMPiping installation (G2415 and G2419) A1.1 Piping support (G2418 and G2424) M1 t7 Valves, controls, connections „ f , (G2420, G2421 and G2422) y Venting (G2425 - G2429) ` h Misc appliances (G2423, G2430 - G2454) PLUMBING (Chapters 25-33) A- Water service location and depth Freezing protection (P2904.2.3) (172603, P2604) I , Sprinkler coverage (P2904.2.4) _T ty ' Sanitary and storm sewer location and depth piping materials (P2904.3) (P2603, P2604) ��6yea��.-Piping support (Table P2605.1) NM .P. Flow rates (P2904.4.1, P2904.4.2) isted plastic materials (P2609) I ,; Water supply capacity (P2904.5.2) E•J Plumbing fixtures (Chapter27)— Pipe sizing (P2904.6) � `U( Ch Water heater size and location (Chapter A —Drain, waste and vent pipe sizing and riser P3004 P3005 et 31 diagram ( ap r ) Pit Water supply and distribution system -design �) and calculations (Chapter29) Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Temperature rating (P2904.2.1, P2904.2.2) Sumps and ejectors (P3007) valves (P3008) traps (P3201) drainage (Chapter33) ietrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) JWpcyenetrations of fire -resistance rated assem- blies (E3402.2) 1?Z--'Itrsted and labeled materials (E3403) 1a(ervice equipment and location -\\ (E3405, E3601, E3606) FlAservice size and load calculations (E3602) fault current (E3606) (rounding (E3607) branch circuits (E3703) %quirements and load calculations (E3704) Oa �A-_Wiring methods (Chapter38) Zleffl� Required lighting and receptacle outlets -c (E3901, E3903) Ground -fault and arc -fault circuit -interrupter protection (E3902) and lighting fixtures (Chapter40) Appliance installation (Chapter 41) Swimming pools (Chapter42) Class 2 remote -control, signaling and power - limited circuits (Chapter43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified -it- PASSIVE RADON GAS CONTROLS (Appendix F) Provisions adopted (R102.5) Provisions adopted (R102.5) Compliance with Appendix F verified PATIO COVERS (Appendix H) Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL ((Appendix 1) ,�j. < Provisions adopted (R102.5) _Aompliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) Provisions adopted (R102.5)Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) n Compliance with Appendix K verified HOME DAY CARE—R-3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified A AUTOMATIC VEHICULAR GATES (Appendix O) Provisions adopted (R102.5) , `I Compliance with Appendix O verified SOLAR -READY PROVISIONS (Appendix U) Provisions adopted (R102.5) NOTES Compliance with Appendix U verified -12-