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HomeMy WebLinkAboutPLAN REVIEW RECORD1006 MERNATIO A E RESIDENT�OD ion.. A-1 0 -7 1- 4' 06C 6 —No. (9 b) /VD-7 q—)l D K 6 Oi 41 fep( AJO 7,C O�v W(7 ty R be f P') Ic- A Vh (k wAf 4 6 IL 40 AAA ai- M, MY" I I EWE ffil � I C Cis W., I it DESCRIPTION le S 4F-17-J jeL A ��$ 6 L 09 M L 0 to Z 0 1 t, 0 t X- Ir4 f JT- "" L 9 —_5f ff f- .9 M e tj ez 19 /pt- d9,6 A C�_ LW t9 N� A Of AA�-? t L/)C A �j ?d O'K 4 Ic& IL L/,, At e rL ra & f7 IC LX 6 AZI) 4 OvAns Code Section 7 /511 f 01/07 N No. CORRECTION LIU— DESCRIPTION �pj� ?e NOTE:Enuies to [his Plan Review Record julre 8 Field Check or Inspection or the installation Most be woelnnlod - with the Inspection phase (RI car or the PMiccL BUILDING PLANNING (Chapter 3, LOCAL DESIGN CRITERIA (Table R301.2(l) unless noted otherv4se) Floor live load (Table R301.5) 'S-5- psf Roof live load (Table R301.'6) -3-7 psf Ground snow load _ 1'*'ltq psf Basic wind speed 1 110 mph Wind exposure category (R301.2.1.4) High wind design criteria applic�ble, �(R301.2. 1. 1) Seismic design category (SDC) lFigure R301.2(2)] — SDC C&D provisions (R301.2.2) /44' *-Weathering area Frost line depth _-Ile�T_rmlte area IV 1. Decay area /L,- Winter design temperature Ice barrier underlayment required /11/9 Flood hazards !'z EXTERIOR WALL LOCATION (R302) 1-hour ratinp for exterior walls located less than 5 feet Kim lot line (R302. f, Table R302.1) Exterior wall oyeningstpenetrations and pro- jections (R30 1, Ta le R302. 1) ROOM PLA ING REQU EIVIENTS ( -Average- rumlim —Naturalo— Use (PI2) Width ceiling ceiling lipht Natural ventilafirr n. Livin - 9 120 7�O� 7�0't 51-01, 8% floor area 4/. floor area Dining 70 7�O" 74" 5�00 8% floor are a 4% Roar area Kitchen N.A. N.A. T-0" 51-0" 8% floor area 4% floor area Bedroom 70 71-0" T-On 5�0,, , 8% floor area 4% floor area Batfiroom N.A. N.A 74� .5,-O"t 3 square feet I 'it square feet -see Sectrons R303.1 & R303.3 for meohanical ventilation and artillclai 119111 t 6'-$' Inn. er P um . 09 fix ums. Required heating (R303-8) SANITON. (.R305 and R307) Water closet C/ -Lavatory - V Tub or shower Kitchen area with sink ii:' sanitary sewer (Chapter 30) L/ private disposal (Appendix 1) GLAZING (R30B) 10'-JI9 Identification (R308.1) 1VfA Louvered Andows or jalousies (R306.2) I)vlf Human impact loads/hazardous'locations A11,0 Skylights and sloped glazing (R308-6) GARAG AND CARPORTS (R309) No opening between garage and sleeping -Zom (R309. 1) ocpening protection (garage to residence); i3f,- solid wood doors. 20-min . ute fire -rated doors (R309. 1) V1-4 Penetrations (R309. 1. 1, R309.1-2) Garage -dwelling separation; '/2" gypsum board an garage side, except %" Type X re- quired below habitable rooms (R309-2) ECIS ./Floor surface noncombustible; sloped Poor (R309.3) I-11A Carport: open two sides; noncombustible floors; sloped floor (R309.4) R310 - R3112) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 2411 net clear height ' 20" net clear width; maximum sill height = 44" (R310.1 - R310.1.4) It".10 Window wells (R310.2) Exit balconies (R311.2. 1) Exit access or hallway �: 3' (R311.3) �7 one exit from each dwelling unit (R311.4.1) Exit door �: (3'0" x 6'8".) (R�If.4.2) Landings for doors (R311.4.3) AV (A' Stairways; minimum width = 3'0"; maXIM1.1111 stair rise = 7314"; minimum tread = 10" with 3/4"1/4" nosing; minimum headroom = 6'8" (RVI�5) IV(14 Landings for stairways; minimum dimension 36" (R311.5-4) AIM Special stairways (R311.5.8) " Ramp slope (1:12 maximum) (R311.6) f�164 Ramp landing, minimum 3' x 3' (R311.6.2) 1-1`4 Ramp handrails; one required if slope �- 1:12 (R311.6.3) EGRESS (cont'd.) k�Vl I L V.1 DWELLING UNIT r"' RATION (R317) Under slair protection (R3f 1.2.2) Handrails: required an one side of stair, hand- rail height= 34"to 38"; TypelorTypellgrip CR311.5.6 - R311.5.6.3) Stairway illumination (R303.6, R3H.5.7) G - a cls 're u're d 'or 'oches, balconies, ra op ' 1 s des of 'stairs, or raised floor mps, a r f c r. -36" minimum a es > 39 above floo . 341� gu r e ig a d h ht ( 3 1 2 . 1) — Opening limitations (R312.2) SMOKE ALARMS (R313) Location and interconnection (R313.2) V4Q Two�famlly dwellings: 1 -hour fire -resistance rating (R317.1) supporring construction (R317.1.1) Townhouse: 2 hourexception (R317-2) /,n 4 4 Continuity (R317.2-1) U I'd-- Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317-3) MOISTURE VAPOR RETARDERS (R31 8) A114 Required (R316.1) DECAY D TERMITE AREAS (R31 gand R320) rower source L/'� Protection required (Table R301.2i'l), R319.1, F AM-P T - A -Sm (R314) R390 /�f/ Labeling (R314-2) tA —Surface burning, thermal barrier, specific ap- proval (R314.3 - R314-6) WALLAND CEILING FINISH (R315) At — Flame spread (R315.1) -& Smoke -developed index (R315.2) INSULATION (R316) Ar _Flame spread (R316-1) Ir Smoke -developed index (R316-1) j)�,' _Attic (R316-4) MATERIALS (R402) fl/51' Quality mark (R319.2 and R320. 1. 1) SITE ADDRESS (R321) &5'1 Premises identification (R321.1) ACC7ESSI LITY(R322) —Accessible dwelling units applicable (R322. 1) ELEVATORSIPLATFORM LIFTS (R323) A'� f4 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (17324. 1) V'� Hazard area and elevation requirements ,,�(17324.2 and R324-3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) A/ ood foundations (R402.1) L, Concrete, compressive strength (R402-2) FOOTINGS (R403) C/� Soil bearing value (R401.4, R403. 1) L'�-Footing wid-th (see page 5) rl/ Fooring edge thickness= 611 minimum; footing projection = 2" minimum, but:g footing thick- ness (R403.1.1) ih//,q Sill plate bolting in concretelmasonry = 'I," 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)) If &5f Footi'ngs adjacent to slopes (R403.1.7) /L/ (A Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions. support, anchor bolt spacing [Tables R404.1(1) and R404.1(2)] Footings in SDC C or D (R403.I.Z Masonry and concrete foundation walls and R403.1.6. 1) (R404J.1, R404.1.2) Depth below (outside) grade = 12" minimum; SDC D provisions (R404-1.4) but below frost line except for frost protected 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 (cont'd.) TABLE R403.1 MINIMUM WIDTH OF CONCRETE 00 KRASUNRY unnTINGS finchOsla i LOAL;,BEARiNG VAL I IE OF SOIL (Psf) 1,500 006 1 3.UUU 4 111 )(1 convert, i it hi -frame construction 'one 2 -stor I tory I � 12 2-stor I 12 1 12,1 2 3-sto 23 17 1 12 2 4-inch brick veneer over light frame or a -inch hollow concrete masonry ----- 12 I -story 12 12 12 2-stol 21 -i 16 L-- 1�- 12 12 3-story - 32 1 24 1 1 b 12 8-Inch solid or 11 muted m3sa- 12 12 I -story - 16 12 12 2-story 29 21 14 3-story 42 32 For St.' I inch 25.4 mm, 1 pound per square [Got - u.u4f u Kva I - - - - - - - � F:� � � . 411 � ; � 19 ; � h . � n �ionM wvlha of solid or FOUNDATION WALLS (cont'd.) Maximum unbalanced fill height [Rables R404. 1 (1) - R404.1(3) and Tables R404.1.1(7) R404.1.1(5)] Minimum nominal.wall thickness [rables 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 abovefinished grade (R404-1.6) Sill plate size (R404.3) nominal concrete masonry units is permitted. ! COLU S (R407) protection from decay or corrosion (R407-1 and 7R407.2) st�uctural requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 411 square) (R407.3) PIV (A steel columns (minimum 311 diameter, standard weight) (R407.3) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408-2) Insulating concrete forms (ICF) (R404.4) U�veniied crawl space (R408.3) Drains required if habitable or usable spaces//L� Access (R408.4) are below grade* (R405) Removal of debris (R408.5) So![ class (Table R405-1) 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 (11502) Bearing (1.511 minimum on wood or metal; 3" on masonry or concrete) and lapped joists (Y) Species and grade (R502.1) (R502.6, R502.6. 1) Joists-Sleepin areas,LL=30psf 1-aleral,elilraint: and Idl,in, (RI12.7, [Table R502.3. I R502.Zl) Joists - Nonsleeping areas, LL = 40 psf Drilling and notching (R502.8) I [Table R5 3.1(2)] Fastening (R502.9) Firy Cantilevered joists [Tables R502.3-41) and - R502.3.3(2)] Framing of openings (R502. 10) Girder spans and header s ans for exterior Wood trusses (R602.11) bearing walls [Table R502.9(1)1 Girder spans and header s ans for interior bearing walls [Table R502.9(2)] Joists under bearing partitions (R502.4) . Draftstopping (R502. I Z) IN12 FLOORS (cont'd.) LUMBER FLOOR SHEATHING (R503:1) Allowable span (Table R503. i) Endjoints 503.1. W D TRUCT ALPA LSHEATHiNG(R503.2) 5f d (R503. . 1) . -Thi ness 50321) At wmab s as 503.2.1.1 -and 03. 1.1(2)] insta ation a a 02. (1)] PARTICLEB RD UN R ENT (R503.3) rade (R 3.3.1) hickness (R503.3.2) Installation [Table R602.3(l)] TREATED-VVOOD FLOORS (ON GROUND) (R504) Base course: 4" thick With maximum 114' gravel or 1/2" crushed stone (R504.2. 1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) GENERA (13601) Cl Design (R601.2) Component and cladding wind loads [Table R301.2(2)] VVindows in windbome debris regions (R301.2.1.2) STEEL FLOOR FW ..... � 03 (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) -E FLOORS (ON GROUND) (R506) Thickness: 311," minimum; Concrete strength (R506. 1) fill 8,,; maximum sand or gravel fill = 24' (R&06.2. 1) Bass course: 4" graded with 2" maximum aggregate (R506.2-2) Vapor retarder (R�06-2-3) WALL CONSTRUCTION (Chapter 6) WOOD CONSTRUCTION (R602) 144 Construction [Figures R602.3(l) and R602.3(2)] Fireblocking (R602-8) Cripple walls (R602.9) Wall bracing method (R602. 10.1 and R602.10.3) Wall bracing amount and location (Table R602.10.1) c�,� Wall bracing length (R602.10.4) /,//,4 SDC D (R602.10.9, R602. 10.11 and R602. 11) STEEL WALL FRAMING (R603) A11P Stud grade (R602;2) General (R603.1) Exterior walls (R602.3) Structural fir aming (R603.2) Stud spacing (R602.3.1) Material (R603.2.1) Interior load -bearing walls (R602-4) Identification (R603.2.2) i Interior nonbearing walls: 20 x 3 at 24" o.c. Corrosion protection (R603.2.3) /V or 21' x 4" flat at 16" O.C. (R60Z5; no 9 Drilling and notching - studs (R602.6) rastening(Ru - -4j Wall construction (R603.3) f Drilling and notching -top plate (R602.6-1) Headers (R603.6) Headers Fables R502.5(l), R502.5(2), R60Z 7.2 and Figure R602.7.21 Structural sheathing (R603.7) I M. WALL CONSTRUCTION (cont'd.) SHEATHING (RG04 and R605) INSULATING CONC.--- _'3 FORM WALL r.nNi(;T1Q1jr.nON (R611) /V�Wood structural panels. (R604) �Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) V11" General design (R606) /V 1A SDC C and D (R606-12) V/ Unit rnasonry-(R607) '��Multiple wythe masonry (R608) Grouted masonry (R609) Glass unit masonry (R610) VVALL WALL COVERING (R702) /V 1A Plaster material (R702-2) 1,140 Plaster support (R702.2.1) -If 111fit Gypsum board material (R702.3.1) I—LI-LA— Gypsum boafd support, application and fas- tening fR702.3.2 - R702.3.8) Ceramic file (R702-4) ,V tP_ Otherfinishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) —L/— Water -resistive barrier (R703-2) A(A Wood siding (R703.3) 1&109 Attachment and minimum thickness (Table R703.4) - ROOF -CEILING CONSTRUCTION (ChaVter 8) GENER (R801) . '�L esign (R601.2 and R801.3) __�_�Component and cladding Wind loads ITable R301.2(2)] ROOF FRAMING (IR802� Fire-reta.rdant-treated wood (R802,1�4 /V 14 Framing detaiis (R802A. J f--"14 Rafter tie Wo.c.) (R802.3.1) A/(19 Collar ties (4- o.c., in upper third of attic) (R802.3. 1) IV 1A Lateral support and bridging (R802.8) 5," Framing of op enings (RB02.9) dad trusses (R802. 1­6 R roz, oof fie -down (RB02-' 2L. &I CEILING JOISTS [Tables R802.4(l), R802.4(2)] ' LL= 10psf Without attic storage. With attic storage LL 20psf Spacing species Grade .2.7k I A11A Purlins(2"x4l'at4'0.c.minimurn) Span (Figure _t6j.:2.3.1 Size (11,5je Bearing (R802.!XA �J/ Cutting and notching (R802 .'. Z-6 &/� Engineered wood products (RB02.'I. -7- General design (R611.1 and R611-2) i4�Type of ICF wall design (R611.3 - R611-5) Construction requirements (R611.7 � R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION (R612) /L/49- Design basis (R02.1) WINDOWS & DOORS (R613) General; window sills; performance; testing and labeling (R613.1-R613.4) 7) (A Wood shakes and shingles (R703-5) A10 Stone &masonry veneer (R703.7 & Figure R703-7)' Steel angle lintels4" minimum bear- ing eacE end (R703.7-3) 1110 Veneer ties: #9 U.S. gage wire or #22 U.S. gage by 718� corrugated metal; 24" a.c. maxi- murn horizontal spacing; 2.67 square feet maxirnum area supported (wind;, 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4. 1) - /L/ /Z� Flashing (R703.7.5 and R703.8) Exterior insulation finish systems (R703.9) ^IM, Fiber cement siding (R703. 10) A 'gol.V-1 �)OF-CEILING CONSTRUCTION (cont,4-' RAFTERS [Tables R802.5. 1 (1) - R802.5.1 (8)] STEEL ROOF FRAMING (R804) Ground snow loadILL = 20psf Controlling design (LL or snow) Ceiling attached/ceilfng not attached Spacing Species Grade Span Size Hc/HR; Adjustment factor General (R8O4. 1) Structural framing (R804.2) Material (R804.2. 1) Identification (R804.2.2) k, L+ corrosion protection (R804-2-3) Fastening (R804.2.4) Roof construction (R804-3) Roof tie -down (R804.4) ROOF VENTILATION (R806) _v�_ Ventilation requirements (R806. 1. R906-Z I wjjr-_,Grade ATTIC AC SS (R807) rl/ Thickness =Access requirements (807. 1) FRTW allowable stressestgrading Allowable spans [Toble P503.2. 1. Iffl] V03. INSULATION CLEARANCE (R808) / A` �5- '�l insu'lationeequirements(RB06.3,R808.1) installation (R803.2.3) ROOF ASSEMBLIES (Chapter 9) IROOF SSIFICATION (R902) �fRoof covering materials (R902.1) WEATHER PROTECTION (R903) A,�P" Flashing (R903.2) /-"' 64 Coping (R903.3) IV14 Roof drainage (R903.4) MATE�R�IA (R904) Cl Compatibility; specifications; physical characteristics; identification (R904.2 - R904,4) REQUIIR��ETS FOR ROOF COVERINGS (R905) C,I_ 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) -ply roofing (R905-12) Thermoset single Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam rooling (R905-14) - Uquid-applied coatings (R9O5.1�) ROOF INSULATION (R906) (R906. 1) REROOFING (R907) Clay and concrete tile (R905-3) Materials and methods (R117-1) Metal roof shingles (R905.4) Structural support (R907.2) Mine ral-surfaced roll roofing (R905-5) Recover vs replace (R907,3) Slate and slate -type shingles (R905-6) 1.1 _,C1' ' 4EYS AND FIREPLACES (Chapter I IV - MASONRY FIREPLACES (R1001) construction (Figure R1001.1 and Table R1001.1) SDC D reinforcinglanchorage (Rf 001.3 and R1001.4) Spark arrestors (R 1003.9. 1) Wall thickness; � 4" (R1003. 10) Flue lining - materialfinstallation (R1003.11 and R1003.12) Multiple flues (R1003.13) Firebox walls and dimensions (R1001�5 and[4�4 Flue area (appliance) (R1003.14) R10014 1=1 area Imasonry fireplace) (171003.15) steel fireplace units (R1001.5. 1) Lintel (noncombustible) (RI001.7) Hearth extension material (171001.9) Hearth extension (R1001.10) ue Inlet (RIO03-16) Cleanout opening (R1003.17) Chimney clearance (RIO03.18) Fireblocking (RIO03.19) Fireplace clearance (171001. 11) Chimney crickets (RIO03-20) Mantel and trim (171001.11) Finablocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction fTable 171001.1, R1003.2, R1003.3, andFigure R1001.1) 1/4 Corbeling (RIO03-5) Changes in dimension (RIO03.6) Addirional load (R1003-8) Termination (RIO03-9) FACTORY -BUILT FIREPLACES (111004) Labeled and listed (R1004.1) installation (171004.2) FACTORY -BUILT CHIMNEYS (1�1005) Listed and labeled (RIO05-1) pqcinstallation (R1005,3 and R1005.4) EXTERIOI� AIR SUPPLY (R1 006) r—y± Intake size (RIO06.2) ENERGY EFFICIENCY* (Chapter 11) /compliance; material and equipment ildingenvelope(NI102) N _�Mechanlcal systems (N1103) t/Ilvol.Z N1101.3) limate zone (Table N1101.2) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) 11v3iP Appliance labeling (M1302, M1303) Appliance access (M1305, M1401) 1plSto Appliance installation (M1307) L-�Heating and cooling equipment; heating and cooling load calculations (chapter 14) xhaust systems (Chapter 15) 25 D)Lucct systems (chapter 16) A"119 Combustion air (Chapter f 7) Chimney and vent location and terminations (Chapter 10 and Chapter 16) Special fuel -burning equipment (Chapter 19) _4Z Boilers/water heaters (Chapter20) 1v f .4- Hydroffic piping (Chapter 21) IV ?t_ L Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) 14_/M Penetrations of fire -resistance rated assem- blies (R317-3) R1 FUEL GAS (Chapter 24) Application (G2401-1) General regulations (G2404) pliance location (G2406) r requirements (G2407) 1'nipstallalion (G2408) Clearances-(G2409) Electdcal and electrical bonding (G2410, G2411) pipe sizing (G2413) Piping materials (G2414) Piping installation (G2415 and G2419) piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) livS-f Water service location and depth (P2603, 41�� vvdtu, --FF'Y -,-- I I --1-, .1-4:­ tph..tpr 9.()) lfv.71" Sanitary and storm sewer location and depth (P2603,P2604) I& f I Piping support (Table P2605. 1) t!��s Listed plastic materials (P2608) it W 5')9 umbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Drain waste and vent pipe sizing and dserdi- agra� (p3004, p3oo5, Chapter 31) Y/.h sumps and ejectors (P3007) . IVIA Backwater valves (P3008) IAI;t' Fixture traps (P3201) Penetrations of fire -resistance rated assem- blies (R317-3) ELECTRICAL, (Chapters 33 .1ations Penetrations of fire -resistance rated assern- blies (E33OZ2) A'J1 Listed and labeled materials (E3303) Service equipment and locafion (E3501. Z 3506) kservice size and load calculations (E3502) ailable fault current (E3906) System grounding (E3507). Rv quired branch circuits (E3603) er requirements anu Oa ca c (E3604) 1`06 5 Wiring methods (Chapter 37) V-1, Required lighting and receptacle o utlets - (E3801, E3803) ,.L%Ls� Devices and lighting fixtures (Chapter 39) r,ovj ,P Appliance installation (Chapter 40) Swimming pools (Chapter.41) t� t A Class 2 remote -control. signaling and power -lim- ited cimfits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) /L//',oi Compliance with Appendix F verified A14— Provisions adopted (R102.5) IR111 --- SWIMMINr- PO.OLS, SPAS.ANI) -HOT TUBS (Appendix G) Provisions adopted (17102.5) Compliance With Appendix G verified PATIO COVERS (Appendix H) Provisions adopted (R102.5) Compliance with Appendix H verified P V RIVATE SEWAGE DISPOSAL (AP en XI) o Vls visi s clopted (RIO2.,5) Com !an Appendix I verified /STdU/TUR ST U TU ppe Cr Ix J) 'EXISTING BUILDINGS ANIA R (Appe dix J) Provislens-adepted (R102.5) f-.ompjWce-wJju-8PPWi1ujA 0 SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) NOTES -11- Compliance with Appendix K vedfied