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HomeMy WebLinkAboutPLAN REVIEW RECORD�.w III ' 10 lo. Lucy[ 4 LfASf C UUNT,r 2 PRO01OI [ F 1' 3 N6/wBf R s s you �6 OAT E 1 N [Cu aE �Nuw 4 NO7E "a: Wt}uCtiil+'Sw .`:.i1: LY5�....e.-�.:LILT.:.G:�F`xtVIIl�'::^GU"4CSSY3.5. . , Plan Re6v,i CIONA� Date CODE . Valuation::_ /b s St Lucie 07 S 7 uic0/tiC /Jf P7 ° /G7 10/6A 7 L u Co f C o✓&,? ,r C. jmp 4.040 - ..Q�U/fir✓ 00' S/7I 77ic 9 No7F oN ftBM� F�Hm If r.9 GRN en &A, /c of wfA cB 30/, aEAA d' pact CE r Code 01/07 I :DESCRIPTION CTION LIST... . _ .. Code Section Jo. A 0"07 OE�4 oRa 010il o //VDE ivp GR s �� y Y -2- e 7 tries to this Plan Review Record that req•L• ."eld check or inspection of the installation must be ccardinaled N Inspection phase (11109) of the pr°lecl. BUILDING PLANNING (Chapter 3) / L DESIGN CRITERIA (Table R301.2(1) unless otherwise) LfO live load load (Table R301.5) psf live load (Table R301.6) psi nd snow load A//A psi wind speed / L1 O mph exposure category (R301.2.1.4) 8 wind design criteria applicable 1.2.1.1) ✓ nic design category (SDC) N /A re R301.2(2)] C&D provisions (R301.2.2) 120 T-0" r'-u N.A. N.A. T-0° 70 T-0" T-0° Weathering area MIEGt►ctAit. E — Frost line depth fAl /09 it Termite area V y d gi Decay area A/ 1 Winter design temperature Af 2— Ice barrier underlayment required /✓_4 Flood hazards /h /19 — EXTERI WALL LOCATION (R302) than 5 feelt from lot exterior for ne (R302.1, Table less / R302.1) y Exterior wall oppenings/penetrations and pro- jections (R302.1, Table R302.1) 5'-0" 5'-0" 5'-0" Sections R303.1 & R303.3 for mechanical ventilation and artificial light over plumbing fixtures. Floor surface noncombustible; sloped floor / Required heating (R303.8) �/ '' (R309.3) Carport: open two sides; noncombustible floors; sloped floor (R309.4) a%floor area '���� � �� 8% floor area 4°/a 6oararea 8% floor area 4% Floor area 8% floor area 4°/a floor area 3 square feet feet ON (11306 and R307) Water closet Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix 1) (R308) Identification (R308.1) Louvered windows or jalousies (R308.2) Human impact loads/hazardous locations (R308.3/R308.4) Skylights and sloped glazing (R308.6) AND CARPORTS (R309) EGRES (R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 6 square feet), 24" net clear height, 201, net clear width; maximum sill height = 44" (R310.1 - R310.1.4) "A Window wells (R310.2) A0 /01 At balconies (R311.2.1) access or hallway -- 3' (R311.3) ne exit from each dwelling unit (R311.4.1) Exit door>_ (310" x 6'8".) (R311.4.2) Landings for doors (R311.4.3) M0 Stairways; minimum width = 3'0"; maximum stair rise = 73/4"; minimum tread = 1011 with 3/4"-11/," nosing; minimum headroom = 6'8" No opening between garage and sleeping (R311.5) room (R309.1) /V6/9 Landings for stairways; minimum dimension Opening protection (garage to residence); 36" (R311.5.4) 131a" solid wood doors, 20-minute fire -rated /�/A Special stairways (R311.5.8) doors (R309.1) n, _ Ramp slope (1:12 maximum) (R311.6) Penetrations (R309.1.1, R309.1.2) Pto9 Ramp landing, minimum Tx 3' (R311.6.2) Garage -dwelling separation;'/Z' gypsum X re- JA Ramp handrails; one required if slope > 1:12 board on garage side, except 5/e" Type(R311.6.3) quired below habitable rooms (R309.2) -3- UILDING PLANNING (cont'd.) EGRESS (cont'd.) I Under stair protection (R311.2.2) Handrails; required on one side of stair, hand- rail height = 34" to 38"; Type I or Type 11 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 > above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) SMOKE ALARMS (R313) VLocation and interconnection (R313.2) IVPower source (R313.3) FOJM PLASTIC (R314) /ps/ Labeling (R314.2) r-1 /A Surface burning, thermal barrier, specific ap- proval ( WAL AND CEILING FINISH (R315) Flame spread (R315.1) Smoke -developed index (R315.2) INSULA///pppfffON (R316) V /Flame spread (R316.1) T�vf Smoke -developed index (R316.1) Attic (R316.4) (R402) ood foundations (R402.1) DWELLING UNIT SEPARATION (R317) Two-family dwellings: 1-hour fire -resistance rating (R317.1) Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) MOISTURE VAPOR RETARDERS (R318) /-,lA Required (R318.1) DECAY D TERMITE AREAS (R319 and R320) Protection required (Table R301.2(1), R319.1, R320.1) /^fio Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) / L 510 Premises identification (R321.1) ACCES ILITY (R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) /✓1A Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter4) Concrete, compressive strength (R402.2) 3(R403) Soil bearing value (R401.4, R403.1) Footing width (see page 5) PIP Sill plate bolting in.concretelmasonry ='1z' di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403,1.6, Table R404.1(2)) (N5O Footings adjacent to slopes (R403.1.7) 1014, Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing FOUNDATION WALLS (R404 - R406) projection = 2" minimum, but 5 footing thick- Top reactions, support, anchor bolt spacing ness (R403.1.1) (Tables R404.1(1) and R404.1(2)] Footings in SDC C or D (R403.1.2, R403.1.3 Masonry and concrete foundation walls and R403.1.6.1) (R404.1.1, R404.1.2) Depth below (outside) grade = 12" minimum; but below frost line except for frost protected SDC D provisions R404.1.4 P ( ) footings.(R403.1.4, R403.1.4.1 and 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 (contrd.) TABLE R403.1 Convennonaia nc-name 12 12 1•stary —. 12-----12 12 15 12 12 2-Si 29 17 12 12 3-story 4-Inch brick veneer over li hl frame or 0-Inch hollow concrete masonr 12 12 1-sto 12 12 -- 21 16 12 12 2-story — 16 12 3-story32 24 &Inch solid or full routed mason 12 I 12 12 1-story16 12 14 2-story29 32 21 18 3-story 42 For 51: 1 Inch = 25.4 him, 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.) COLUMN (R407) rotection from decay or corrosion (R407.1 and Maximum unbalanced fill height (Tables R407.2 R404.1(1) - R404.1(3) and Tables R404.1.1(1) - ) R404.1.1(5)) Structural requirements (R407.3) Minimum nominal,wall thickness (Tables nchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1) R404.1.1l'i Wood columns (minimum 4" square) (R40Z3) I 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) 41� 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) see under -floor space (R408) N /A Steel columns (minimum 3" diameter, standard weight) (R407.3) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented'crawlspace (R408.3) Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) Bearing (1.51' minimum on wood or metal; 3" on masonry or concrete) and lapped joists (Y) 1 Species and grade (l2502.1) (R502.6, R502.6.1) Joists — Sleepingg areas, LL = 30 psf [Table R502.3.1(1)] 1 areas LL = 40 psf Joists — Nons eeping [Table R502.3.1(2)] R50t2.3.3(ed joists (Tables R502.3.3(1) and Girder spans and header sppans for exterior bearing walls (Table R502.5(1)] Girder spans and header sppans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) 51 Lateral restraint and bridging (R502.7, R5) Drillinglling aand notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) Wood trusses (R502.11) Draftstopping (R502.12) FLOORS (cont'd.) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503. 1. 1) WOOED STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) I Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)) Installation [Table 602.3(1)] i PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503:3.2) Installation [Table R602.3(i)] TREATED -WOOD FLOORS (ON GROUND) (R504) i Base course: 4" thick with maximum 3/4' gravel or crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) STEEL FLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRE E FLOORS (ON GROUND) (R506) Thickness: 3112" minimum; Concrete strength R506.1) Support: prepared subgrade; maximum earth I — 81,; maximum sand or gravel fill = 24" /'R506.2.1)/V,,gapor se course: 4" graded with 2" maximum gregate (R506:2.2) retarder (R50(5.2.3) WALL CONSTRUCTION (Chapter 6) (R601) Design (R601.2) Component and cladding wind loads [fable f2301.2(2)] Windows in windbome debits regions (R301.2.1.2) CONSTRUCTION (R602) N/fl Construction (Figures R602.30) and R602.3(2)] Stud grade (R602;2) N� Exterior walls (R602.3) /a 5'P Stud spacing (R602.3.1) N /A Interior load -bearing walls (R602.4) / Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) i .41 P Drilling and notching — studs (R602.6) /NAP Drilling and notching —top plate (R602.6.1) Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] NLV Fireblocking (R602.8) /A!L.L Cripple walls (R602.9) N/A Wall bracing method (R602.10.1 and R602.10.3) in Wall bracing amount and location (Table R602.10.1) /1/1A Wall bracing length (R602.10.4) N /4 SDC D (R602.10.9, R602.10.11 and R602.11) 0 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) iv;;LL CONSTRUCTION (cont'd.) SHEATHING (R604 and R605) INSULATING CONCRETE FORM WALL CONSTRUCTION (R611) . .I, Wood structural panels. (R604) Particleboard (R605) ' CONSTRUCTION (R606 - R610) General design (R606) SDC C and D (R606.12) Unit masonry (R607) Multiple wythe masonry (R608) Grouted masonry (R609) class unit masonry (R610) WALL I INTERIOR WALL COVERING (R702) I Plaster material (R702.2) MvPlaster support (R702.2.1) V Gypsum board material (R702.3.1) A; / F) Gypsum board support, application and fas- tenmg (R702.3.2 - R702.3.8) Ceramic tile (R702.4) Other finishes (R702.5 and R702.6 FXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) /) Wood siding (R703.3) / " 114 Attachment and minimum thickness (Table R703.4) General design (R611.1 and R611.2) JV4Type of ICF wall design (R611.3 - R611.5) Construction requirements (R611.7 - R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION (R612) I- rn Design basis (R612.1) WINDOWS & DOORS (R613) (/ General; windowsills; performance; testing and labeling (R613.1 - R613.4) 7) /%.11/Q Wood shakes and shingles (R703.5) t/ Exterior plaster (R703.6) re F/04: Stone & masonry R703.7), Steel anglelintels-4" minimum rubear- ing each end (R703.7.3) ki A Veneer ties: 49 U.S. gage wire or #22 U.S. gage by 71a' corrugated metal; 24" O.C. maxi- mum horizontal spacing; 2.67 square feet maximum SDC C or Dr maximum ea ara (wind2 sq arre feet) (R703.7.4.1) r Flashing (R703.7.5 and R703.8) Exterior insulation finish systems (R703.9) N /�1 Fiber cement siding (R703,10) ROOF -CEILING CONSTRUL:I IUt-4 tv,11aN.UI -r (R801) Design (R801.2 and R801.3) Component and cladding wind loads ITable R301.2(2)) ROOF FRAMING (R802) /jq Fire -retardant -treated wood (R802.1:4 Framing details (R802.1.. t Rafter tie (4' o.c.) (R802.3.1) Collar ties (4 (R802.3.1) o.c., in upper third of attic) Purlins (2" x 4" at 4' o.c. minimum) (Figure Oi. zll Bearing (R802. �.4 Cutting and notching (R802: 2.. 6 1"9 Lateral support and bridging (R802.8) 19 Framing of openings (R802.1) ood trusses (R802. 6..6 Roof tieAown (R802. 2. 9 CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL =10psf With attic storage LL = 20psf /) Spacing Species Grade 401.2A ) Span Size Engineered wood products (R802.'-1. 6 .'1 -7- R vil.2.1.1 ROiir'-CEILING CONSTRUCTION (cont'd:J' [fables R802.5.1 (1) - R802.5.1(8)] STEEL ROOF FRAMING (R804) Ground snow IoadILL= 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size General (R804.1) Structural framing (R804.2) Material (R804.2.1) Identification 2 Corrosion protection (R (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) HcIHR; Adjustment factor ROOF V TILATION (R806) RObF SHEATHING (R803.. Z. Ventilation requirements (R806.1, R806.2, /AESS 06.4) +� Grade ATTI(R807)Thickness cess requirements (807.1) 4 FRTW allowable stresses/grading INSULATION CLEARANCE (R808) Allowable spans [table R503.2.1.1(1)] 803.Z.Z j y� Insulation requirements (R806.3, R808.1) f� Installation (R803.2.3) , ROOF ASSEMBLIES (Chapter 9) IFICATION (R902) Roof covering materials (R902.1) iER PROTECTION (R903) Flashing (R903.2) r R Coping (R903.3) N 104 Roof drainage (R903.4) (R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) VENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) , Clay and concrete the (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) 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 roofing (R905.14) Liquid -applied coatings (R905.15) ROOF INSULATION (R906) %Vp_ General (13906.1) REROOFING (R907) 19 Materials and methods (13907.1) Structural support (R907.2) Recover vs replace (R90L3) CHIM,+LsI S AND FIREPLACES (Chapter 10) FIREPLACES (R1001) Spark arrestors (R1003.9.1) ;onstruction (Figure R1001.1 and Table Wall thickness; ;, 4" (R1003.10) 41001.1) Flue lining - material/installation (R1003.11 and 3DC R1003.12) 31001.4) 1. reinforcinglanchorage (R1001.3 and Multiple flues (R1003.13) 410 :firebox walls and dimensions (R1001.5 and Flue area (appliance) (R1003.14) 1?1001.6) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) Chimney clearance (R1003.18) Fireblocking (R1003.19) Chimney crickets (R1003.20) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) /�A) Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) Steel fireplace units (R1001.5.1) -Intel (noncombustible) (R1001.7) dearth extension material (171001.9) Hearth extension (R1001.10) Fireplace clearance (R1001.11) I Mantel and trim (R1001.11) i I Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) construction j R1003.3,andFigueeR�001�91003.2, ) Corbeling (R1003.5) NChanges in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) 'See t AIR SUPPLY (111006) Intake size (Ri006.2) ENERGY EFFICIENCY* (Chapter 11) uilding envelope (N1102) once; material and equipment Mechanical systems (N1103) 1.2, N1101.3) Climate zone (Table N1101.2) .-__-...,, F .Inn rpview record MECHANICAL (Chapters 12-23) Appliance labeling (M1302, M1303) Appliance access (M1305, M1401) Appliance installation (M1307) ,Heating and cooling equipment; heating and cooling load calculations (Chap ) +v �t/ xhaust systems (Chapter 15) Duct systems (Chapter 16) /►��� Combustion air (Chapter 17) 0 Chimney and vent location and terminations 18) (Chapter 10 and Chapter /d �i/I1 Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter20) !� Hydronic piping (Chapter 21) Special piping and storage systems (Chapter /+✓ 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) FUEL GAS (Chapter 24) N, s/' Water service location and depth (P2603, P2604) /l_! Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605.1) i Listed plastic materials (P2608) �I (/Plumbing fixtures (Chapter 27) (/ Water heater size and location (Chapter 28) �Nf dc supply and distribution system design nd calculations (Chapter 29) Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) )VIR Sumps and ejectors (P3007) Backwater valves (P3008) //105Fixture traps (P3201) %y/A Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) N /A . Penetrations of fire -resistance rated assem- blies (E3302.2) Listed and labeledmaterials (E3303) Service equipment and location (E3501, Service size and load calculations (E3502) Available fault current (E3506) System grounding (E3507). Required branch circuits (E3603) (/ Feeder requirements and load calculations (E3604) �Nf Wiring methods (Chapter37) d Required lighting and receptacle outlets (E3801, E3803) /aSP Devices and lighting fixtures (Chapter39) Appliance installation (Chapter40) Swimming pools (Chapter.41) /V /A Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) /A Provisions adopted (R102.5) Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) / ✓ J_ Provisions adopted (R102.5) N/S# Compliance with Appendix F verified -10- _. _. SWIMMING bLS, SPAS AND HOT TUBS. (Appel ... G) Hl Provisions adopted (R102.5) � In L/� Provisions adopted (R102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) /LA Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) N/,# Compliance with Appendix I verified NI `_ Provisions adopted (R102.5) EXISTING BUILDINGS AND STRUCTURES (Appendix J) /V /l , Provisions adopted (R102.5) N ' compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) N(e Provisions adopted (R102.5) // Compliance with Appendix K verified NOTES -11- MOTES (cont'd.) -12-