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HomeMy WebLinkAboutCORRECTION LIST4Ts�y(L77•+.iZC.sir&I:i5t3.G.:L:33_7iY':Y:F`.c'�c'i7�'s'9 tr.':-:.'.t3Y.i' ':i:tJA:rl:e -Mu n� ••.: R..S_ � tA:l^:G'?T.:�'7iC?.. .G3.tT ui3 'F .^1•�L'.+^+", .. Plan. Kevi.ew 20Oq ENTERNATION :., a: � � ... •: �:_,.,: �j, ������ : �:(a' � .. - .. :. �tESIDENTTAL :CODE''. . : Valuation:; �. .: gnu :nwF_ AN T`W(l_FA 1VTTT V nWF.T LTNG,9-•:l<;.:. No. CORRECTION LIS DESCRIPTION fdv0 cA7li 'H.LAI H/ell C .4 / ZR Sh 2 Ap'l f/1 ) ., 10 10 4.:r Z✓Ai-r IPA a v 8.0 D F&Y-7 ►i 77 To ScA� /-G % ®6v lCaD ✓% /��l�dV 7 k 7,9 PAvv/o6 CA' 10 14 v l C PEA' ,Ovc-; /Olt � Pc f C� r�I PSrizC /�/sift �2C �/►c.-&? PRv 7�c�o� mvS's iW cv / -7 14 1614S041%11 ,rlfv 774,4j sa LAOlZA AG N 'A I/Z, 7 0947-f f®A 6b e g Fc/t �c L'f r W? f?- P fAmiL7 2�y� t7�+� -- Code Section 01107 I _ CORRECTION LIST... . _. ------------ Code . t Section No. DESCRIPTION 6 ® 7 �' c. ANS aV �� -7 ja R, A 106A 1 10 Gff9 Riaf- MGN &k it 7GaA f S /Q iV ,D f G A "j'Y G ^ pL--Qyj Cf���.t�G r ,., ti PL AA1 gr /til��fC� �v q c. a ti /v� � -7 -7 _/ n.f < •� oG w �� a �.� L A001 d �' � R � sf� (�Jfll� 0X O A /�d7� ON P�.ANl � �P-tvfn ,a�fa/�O ✓>7�g��ld/ � .. �'�' Goy✓ onfrS1, jp4,4 ti� e A rn T/ �dtifG� 7 { T� % ® 2. -2- NOTE: Entries to this Plan Review Record it LOCAL DESIGN CRITERIA (Table noted otherwise) Floor live load (Table R301.5) Roof five load (Table R301.6) ® psf Ground snow load I -Ito psf Basic wind speed ) ;2-0 mph Wind exposure category (R301.2.1.4) 16 High wind design criteria applicable .(R301.2.1.1)I/ `� Seismic design category (SDC) [Figure R301.2(2)] A/%'A SDC C&D provisions (R301.2.2) /- /60 .,� n eu.unin or7n1 rlocnnC1,11TQ 101JM fin--h RRrtrl dire a rield check or inspection of the installation must be coordina BUILDING PLANNING (Chapter 3) R301.2(1) unless Weathering area 0 Frost line depth 2 psf *Termite area i the inspeclion phase (R109) of the ploleL" A/ Decay area �/ .A4 �— Winter design temperature 4/ Ice barrier underlayment required ^�_/ A — Flood hazards AJ 14 - EXTERIOR WALL LOCATION (R302) 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R30Z 1) ROOM PLHIVIVIIVV RCI.(u 1 I1L1vlLII I• it NV Ll$I llu Minimum —Nature' Area Use ft2 Width ceilingceilingli ht Natural ventilation" Living 120 T-0" 7'-0't 5'-0" 8% floor area 4% floor area Dining 70 T-0" T-0" F-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 71-0" T-0" 5'-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 rl< R303.3 for mechanical ventilation and artificial light t 6'-8" min. over plumbing fixtures. . � Required heating (R303.8) Floor surface noncombustible; sloped floor (R309.3) SANITATION (R306 and R307) 6/Water closet Lavatory Tub or shower Kitchen area with sink ^1 Sanitary sewer (Chapter 30) Private disposal (Appendix 1) GLAZING (R308) f1v51 Identification (R308.1) Louvered windows or jalousies (R308.2) %A'1' Human impact loads/hazardous'locations (R308.3/R308.4) /1*/ 104 Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping doom (R309.1) Opening(garage to residence); _protection 13(a" solid_ wood doors, 20-miri6te fire -rated doors (R309.1) A" (A Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation;'/2" gypsum board on garage side, except 5/8" Type X re- quired below habitable rooms (R309.2) -3- 11'e' fl- Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRE 310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height = 44" (R310.1- R310.1.4) N I �f Window wells (R310.2) /L.-j,# At balconies (R311.2.1) Exit access or hallway >_ 3' (R311.3) One exit from each dwelling unit (R311.4.1) rw ,,Exit door>- (3'0" x 6'8") (R311.4.2) Landings for doors (R311.4.3) a'(,4 Stairways; minimum width = 3'0'; maximum stair rise = 73/4"; minimum tread =10" with 3/4'-11/4" nosing; minimum headroom = 618" (R311.5) (� Landings for stairways; minimum dimension 36" (R311.5.4) .�/ (A Special stairways (R311.5.8) Ramp slope (1:12 maximum) (R311.6) /��.A Ramp landing, minimum Tx 3' (R311.6.2) I-16A Ramp handrails; one required if slope > 1:12 (R311.6.3) uUILuHNitJ rLAIVNINU (cont'a.) DWELLING UNIT SE6, aTION (R317) EGRESS (cont'd.) Under stair protection (R311.2.2) Handrails; required on one side of stair, hand- rail height = 34" to 38"; Type I or Type II grip (R311.5.6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces �, 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) /KALARMS (R313) Location and interconnection (R313.2) _Ll-" Power source (R313.3) 0-51 Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALLND CEILING FINISH (R315) Flame spread (R315.1) Smoke -developed index (R315.2) IN SUL TION (R316) Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) T�vo-family dwellings: 1-hour fire -resistance rating (R317.1) Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) 44�iontinuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) MOISTURE VAPOR RETARDERS (R318) PO' 1A Required (R316.1) DECAY ND TERMITE AREAS (R319 and R320) Proteclion required (Table R301.2(1), R319.1, rn- dl /11/ir Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) / 3 f Premises identification (R321.1) ACCE BILITY (R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) ft"14- Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) /vr.4-Hazard_1-- area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) /B" (4 Wood foundations (R402.1) Concrete, compressive strength (R402.2) FOOTI (R403) Soil bearing value (R401.4, R403.1) Footing width (see page 5) v Footing edge thickness = 6" minimum; footing projection = 2" minimum, but < footing thick- ness (R403.1.1) /�-Footings_in SD.C_C or D (R, Q3.1.2, R403.1.3 - / and R403.1.6.1) =12" minimum; !/ Depth below (outside) grade but below frost line except for frost protected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) -4- Nd."f Sill plate bolting in concrete/masonry =112" di- ameter bolts or as required for unbalanced rill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table R404.1(2)) 1/1/51 Footings adjacent to slopes (R403.1.7) . /-41-191 Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing [Tables R404.1(1) and R404.1(2)J Mason rryy and concrete foundation walls (R404.f.1, R404.1.2) SDC D provisions (R404.1.4) Maximum wall height [Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] FOUNDATIONS (cont'd.) TABLE R403.1 a MINIMUM WIDTH H OF CONCRETE OR MASONRY FOOTINv� mcnes LOAD -BEARING VALUE OF SOIL (psf 1,500 2,000 3,000 > 4 000 Conventional li ht-frame construction 12 15 23 12 12 17 12 12 12 1�- 12 12 1-story ram_ 2-stor 3-story 4-inch brick. veneer over light frame or 8-inch hollow 1-story 12 concrete masonry 12 12 12 2-story 3-story 21 32 16 24 12 16 12 12 0-Inch solid or 1-story fly grouted mason 16 29 42 12 21 32 12 14 21 12 12 16 2-story 3-story For SI: 1 inch = 25.4 mm, 1 pound per square fool = 0,0479 kPa f,..,:t,,,, ,.,W1H tc iY inchac_ a sinale wvlhe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. FOUNDATION WALLS (cont'd.) Maximum unbalanced fill height (Tables R404.1(1) - R404.1(3) and Tables R404.1.10) - R404.1.1(5)] Minimum nominal.wall thickness lTables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(5)] - Height above finished grade (R404.1.6) Sill plate size (R404.3) I Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade (R405) Soil class (Table R405.1) Dampproofing if basements are below grade" (R406.1) Waterproofing if high water table* (R406.2) COLUMNS (R407) Protection from decay or corrosion (R407.1 and R407.2) tructural requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) Steel columns (minimum 3" diameter, standard weight) (R407.3) UNDER -FLOOR SPACE (R408) Ventilation (R406.1 and R408.2) Unvented crawl space (R408.3) Access (R406.4) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) ` 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 (3") Species and grade (k502.1) (R502.6, R502.6.1) Joists - Sleeping areas, LL = 30 psf _Lateral restraint and bridging (R502.7, [Table R502.3.1(1)] R502.7.1) Joists - Nonsleepping areas, LL = 40 psf Drilling and notching (R502.8) [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 walls [Table R502.5(1)] - Girder spans and header sppans for interior Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- FLOORS (contd.) LUMBER FLOOR SHEATHING (R503.1) STEEL FLOOR FRAMING (R505) Allowable span (Table R503.1) Cold -formed steel; applicability limits; in -line VOD End joints (R503.1.1) �framing (R505.1) RUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505,2) Material (R505.2.4) hGa a (R503.2.1)ckness (R503.2.1J Identification (R505.2.2) owabl ans sR503.2,1.1(1) andCorrosion protection (R505.2.3) 03.2 .1 Fastening (R505.2.4) tall io (Table 602.3(1)] Floor construction (R505.3) RTICLtBOARD UNDERLAYMENT (R503.3) CONC TE FLOORS (ON GROUND) (13506) Grade (R503.3.1) Thickness: 3112" minimum; Concrete strength Thickness (R503.3.2) / (R506.1) Installation [Table R602.3(1)] FLOORS (ON GROUND) (R504) _ Base course: 4" thick with maximum 3/4" gravel or'/2" crushed stone (R504.2.1) _ Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) fill = 8'; maximum sand or gravel fill = 24" (R506.2.1) Base course: 4" graded with 2" maximum aggregate (R506.2..2) Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENERAL (R601) Design (R601.2) Component and cladding wind loads [Table R301.2(2)] Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Pl Construction [Figures R602.3(1) and R602.3(2)] +l/'9- Stud grade (R602..2) A1f 4 Exterior walls (R602.3) /L, Stud spacing (R602.3.1) Interior load -bearing walls (R602.4) r�interior nonbearing walls: 2" x 3" at 24" O.C. or 2" x 4" flat at 16" o.c. (R602.5) IMSl Drilling and notching — studs (R602.6) / Drilling and notching —top plate (R602.6.1) Headers (Tables R502.6(i), R502.5(2), R602.7.2 and Figure R602.7.2] c-- Fireblocking (R602.8) Cripple walls (R602.9) Wall bracing method (R602.10.1 and 602.10.3) Wall bracing amount and location (Table R602.10.1) Wall bracing length (R602.10.4) SDC D (R602.10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) -6- WALL CONSTRUCTION (cont'd.) SHEATHING (R604 and R605) INSULATING CONSTRUCTIONN(R611) I ORM WALL Wood structural panels (R604) �' General design (R611.1 and R611.2) Particleboard (R605) �� Type of ICF wall design (R611.3 - R611.5) MASONfjY CONSTRUCTION (R606 - R610) Construction requirements (R611.7- R611.9) �_ General design (R606) CONVENTIONAL CONCRETE WALL CONSTRUCTION I (A C C and D (R606.12) (R612) Unit masonry (R607) �= Design basis (R612.1) Multiple wythe masonry (R608) WINDOWS & DOORS (R613) Grouted masonry (R609) *-i1 General; window sills; performance; testing N /d and labeling (R613.1- R613.4) Glass unit masonry (R610) WALL COVERING (Chapter 7) WALL COVERING (R702) Wood shakes and shingles (R703.5) Plaster material (R702.2) V /vf,4 Exterior plastertniuJ.o1 Stone & masonry veneer (R703.7 & Figure jV �$ taster support (R702.2.1J R703.7); Steel angle lintels-4" minimum bear, �ypsum board material (R702.3.1) ing each end (R703.7.3) ynumboard support, application and fas- Gypsum ing - R702.3.8) WA Veneer ties: #9 U.S. gage wire or #22 U.S. 1 gage by Its" corrugated metal; 24" o.c. maxi- feet .(R702.3.2 mum horizontal spacing; 2.67 square area supported (wind > 30 psf and - Ceramic tile (R702.4) maximum SDC C or D, maximum area = 2 square feet) Other finishes (R702.5 and R702.6) (R703.7.4.1) _ EXTERIOR WALL COVERING (R703) `` f�r� Flashing (R703.7.5 and R703.8) ,(i6A Water -resistive barrier (R703.2) t'A Exterior insulation finish systems (R703.9) PIA Wood siding (R703.3) Fiber cement siding (R703.10) P1.4 Attachment and minimum thickness (Table R703.4) CONSTRUCTION (Chapter 8) ROOF -CEILING GENERAL (R80'1) L_ _ Design (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) N/, Fire -retardant -treated wood (R802.1; 4 Framing details (R802A,. Rafter tie (4' o.c.) (R802.3.1) _ Collar ties (4' o.c., in upper third of attic) (R602.3.1) /I/ I/a Lateral support and bridging (13802.8) joL3-9 Framing of openings (R802.9) �,1Vood trusses (R802. L-A... '-�_ Roof tie -down (R802.' 2L. 9 CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL =10psf _ With attic storage LL = 20psf A/ fA -Spacing Species Grade '�4V 1A _ Purlins (2" x 4" at 4' o.c. minimum) . i102-1.11 Span (Fig[ 8 p, 3, I Size j ivS-_? Bearing (R802.� A,,: 4 jtiSo Cutting and notching (R802 : 2L. 6 Engineered wood products (R802.1. 6.1 -7- R go�.2J.1 - )F-CEILING. CONSTRUCTION (cont'( RAFTERS [Tables R802.5.1(1) - R802.5.1(8)) STEEL ROOF FRAMING (R804) Ground snow load/LL = 20psf Controlling design (LL or snow) ,. Ceiling attached/ceiling not attached Spacing Species Grade Span Size Hc/HR; Adjustment factor I/ Grade Thickness t- fit .. FRTW allowable stresses/grading Allowable spans (Table R503.2.1.1(1)1 803 jr Installation (R803.2.3) General (R804.1) Structural framing (R804.2) Material (R804.2.1) / — Identification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806.2, ATTIC ACCESS (13807) 1/ Access requirements (807.1) �.� INSULATION CLEARANCE (R808) / Alf Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF CLASSIFICATION (R902) y Roof covering materials (R902.1) WEATHER PROTECTION (R903) / "S'/ Flashing (R903.2) Al 1A/'A Coping (R903.3) r� Roof drainage (R903.4) MATERIALS (R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904,4) REQUIREMENTS FOR ROOF COVERINGS (R905) (/ Asphalt shingles (R905.2) Wood shingles (R905.7) Wood shakes (R905.8) Built-up roofs (R905.9) Metal roof panels (R905.10) Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam rooling (R905.14) Liquid -applied coatings (R905.15) ROOF INSULATION (R906) General (R906.1) REROOFING (R907) Clay and concrete tile (R905.3) Materials and methods (R907.1) Metal roof shingles (R905.4) Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) — Recover vs replace (R907.3) Slate and slate -type shingles (R905.6) -8- Ch'JEYS AND FIREPLACES (Chapter 1V ) MASONRY FIREPLACES (131001) Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and R1001.4) Firebox walls and dimensions (R1001.5 and / R1001.6) Steel fireplace units (Ri001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) Hearth extension (R1001.10) Fireolace clearance (R1001.11 Spark arrestors (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003. if and R1003.12) Multiple flues (R1003.13) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) Chimney clearance (R1003.18) Fireblocking (R1003.19) Mantel and trim (R1001.11) FACTORY -BUILT FIREPLACES (R1004) Fireblocking (R1001.12) Labeled and listed (R1004.1) MASONRY CHIMNEYS (R1003) P7t.. Installation (R1004.2) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) Changes in dimension (R1003.6) FACTORY -BUILT CHIMNEYS (R1005) b/(Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) ( , Additional load (R1003.8) EXTE IOR AIR SUPPLY (111006) Termination (R1003.9) Y Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) material and equipment Compliance; mate IV1101.2, N1101.3) Climate zone (Table N1101.2) Building envelope (N1102) Mechanical systems (N1103) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) /- Appliance labeling (M130Z M1303) ^51 Appliance access (M1305, M1401) % WS,( Appliance installation (M1307) Heating and cooling equipment; heating d cooling load calculations (Chapter 14) xxhaust systems (Chapter 16) Duct systems (Chapter 16) /V(A Combustion air (Chapter 17) 0 &%' Chimney and vent location and terminations (Chapter 10 and Chapter 18) 0 Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) iC/ ,7 Special piping and storage systems (Chapter /✓�� 22) Solar systems (Chapter 23) N Penetrations of fire -resistance rated assem- blies (R317.3) FUEL GAS (Chapter 24) Application (G2401.1) General regulations (G2404) Appliance location (G2406) Air requirements (G2407) Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (132410, G2411) Pipe sizing (G2413) Piping materials (G2414) Piping installation (132415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) yr vva[er su di lu �i -, ......--.,.. Water service location and depth (P2603, .,.,a , nlri dnflnnG (Chanter 29) _ A � Sanitary and storm sewer location and depth Drain, waste and vent pipe sizing and riserdy (P2603, P2604) /( agram'(P3004, P3005, Chapter 31) Piping support (Table P2605.1) /" /' Sumps and ejectors (P3007) Listed plastic materials (P2608) Backwater valves (P3008) N f ' Plumbing fixtures (Chapter 27) ! BSI Fixture traps (P3201) / Al 64- Penetrations of fire -resistance rated assem- c Water heater size and location (Chapter 28) blies (R317.3) ELECTRICAL, (Chapters 33-42) Penetrations of fire -resistance rated assem- blies (E3302.2) f 1,4f Listed and labeled materials (E3303) (/ Service equipment and location (E3501, /E3506) ervice size and load calculations (E3502) Available fault current (E3506) System grounding (E3507) . V Feeder requirements and load calculations (E3604) N.J!! Wiring methods (Chapter37) Required lighting and receptacle outlets (E3801, E3803) %&31 Devices and lighting fixtures (Chapter39) 1/L) f Appliance installation (Chapter40) Swimming pools (Chapter.41) Required branch circuits (E3603) IVIA Class2 remote -control, signaling and power4im- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) /�/_p Provisions adopted (R102.5) //—,/ Compliance with Appendix F verified -10- SWIMMIMP a.QOLS, SPAS -AND HOT TUBS. (Appendix G) Provisions adopted (R 102.5) Compliance with Appendix G verified I PA O COVERS ( pendix H) A Provisions adopted (R102. Compliance with Appendix H verified I RiVATE SEWA DISPOS4(Ae(ndi 1) P ov ions adold(RI102.5) li 'th'Appendix I verifiedXISTING 6U1 INGS AND STRAppendix J) J verified j OUND TRANSM�(SSION (Appendix K) Provisions adopte4R102.5) Compliance with Appendix K verified NOTES -11-