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Home My WebLink AboutCHECKLIST - 06-00116 - 137 S Hidden Valley Rd - New SFRDate: � �� ' O G RESIDENTIAL PLAN CHECKLIST (2003 International Residential Code) Building Permit Number: 0 & 00 t I (zD 5 -Project: L11a,5f25�c-,7 Job Address: �3�- F(�d�� /�e� Zoning: L.P�zz_ Number of Stories... Basement: 'Yes o/Fin. nfin. VFI'XtUreSQN '- Floor Area (sf): /Q60 finished:, /fO"D unfinished, Valuation. $ Permit Fee. $ q7l� garage Plan Check Fee: $ The fallowing comments based on the 2003 edition of the 1n%mational Residential Code should be resolved before a building permiti is issued. This correction list 'is not a building permit. The approval of plans and specifications does not permit the violation of any section of the Intemational Residential Code or any federal, state or local regulations. I I 10 1 Mel 112 KING A. IrJans 1110 - //To Scale /'Legible J��lood Plainlot Plan Y lour / Foundation Plan Section showing construction details ,/ All Buil ding Elevations �Design C(shall be ident1wfied on plays as Wind - 85 MOP a he , Snow - 35 Ib. Per sq ft.} puss Calculation Sheets & Floor Joist Details �hanical Design _ ,my Calculations (R320 & Ch 11) in B. Zoning �Qheck-c ine - some cases LDR2 and MDR may apply) LDR LDR� I/ Lot area — LDR- 12,000 sq. ft. min. (width 80 ft. min) & LDRI- 8,000 sq. ft. min (width60 in).-(LDR1 duplex - 10,000 sq. ft. min.) co :,Use r� Sin i Family Duplex (LDRI only - Cononaldi�xuse D. Set Backs (taken from eaves) Front set back (32 ft. from curb rmt Note: 6Q% min of fTont yard green Rear set back (LDR 25 ft. & LDR1 20 ft.) _Sides set backs (6" for every ft. of building height with LDR - 7.5'min.., & LDRI - 6' min.) Building -Height (maximinum 30 ft.) E. F vtings ze�'ro ex Si(as Tab1e 4 3.1 use 1500 P psoil type 1s knoivn, Table 401.4.1 far soil bearing) .0� Z`O'Rebar (244 continuous) Footing Depth (36" below finished grade and 12" below undisturbed soil- 18"to top of slab — interior) F. Foundation �aundatzon wallsw/ Debar (city ordinance) 112" Anchor Batts with 2,'x 2"x 3116" square washers (incl. interior bearing walls) R403.1.6.1 Foundation Drainage (foundations on sift soil shall be designed per R405) Damp pro ofing/Waterproofing to finish grade. R40-6.1 (fnd. extends 6'' min aboverade R404.1.6)g Crawl space access of 18" x 24"' min. R4083 (may differ if mech appliance is in crawl space MI 3 05.1.4) Crawl Space Ventilafion/Insulaft'on =1 sf vend per 15Q sf. v{vith moisfiure barrier I sf, -per 1500 s . ft.� and within Yof each corner (insulate walls vend: to inside of home-) R408.2 grading slope away from house. R401.3 G. F -ame Se'sm'e Hold Downs and Braced Wall Panels (R60110) Floors joists sued as per R502.3, Wood x joists sized per manufir. Joists Under Load Bearing Partitions shall b.e doubled. R502.4 -Girders sized per R502-5 or per manuft. Tables for engineered products Cantilevers (comply, with R502.31.3 0r manufir instnictxon) Floor Sheathing (3/4" min for joists 24" oc & 5/8"" for joists 16" oc) R503.1 Wall (bearing and nonbearing) stud sues, height & spacing per Table 602.3(5) R _Headers in Bearing Wall shall be designed as per Tables 5 02.5(1 &2) 8602.7 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Rafter and Truss tie -downs. (R802-10-5) Attic Access 22" x 3D" min. opening (8807) H. Exterior Covering Masonry and stucco shall have weather resistive barrier over exterior sheathing 8703.2 & 7U3,9.1 I. Roof Covering and Ventilation Roof Ventilation as per 8806 Asphalt Shingles (slope>2:12) w/ ice protection. (Other type: to comply w/ R905.� J. Firewalls Garage/flouse drywall separation (protect ext. wads & beams supporting habitable space) R3091 / Door from Garage to House (13/8" solid wood or steel door, or 20 min. fire -rated door) R309.1 ----rwa Family Dwelling Separation (1 hr Erre separation) Supporting structure also rated. 8317.1 `-'-Twin homes & Townhouses (2 hr separation & 4' overburn protection or parapet) 8317.2 �—�ne hr walls parallel to and Within 3 ft of property dine wl NQ opening. 8302 1_____--Teneirations in previous 3 items to comply with 8317.3 K. enera�. Requirements House Numbers R321 /Half Openable 3 sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms. R303.3 Interior and exterior stair illumination shall comply with R303.6. Bathrooms Fixture clearances comply with Figure R307.2 C)ne rooms at least 124 s£; tether h.ahitable morns 74 sF rain vel a min. dimensi'on of 7 ft. R304 `areas ivrsloped ceilings less than 5 ft in height 8 furred ceilings less than 7 ft DO NOT cnmnly *50% or more of the YeqZIIY'Ld CZYeCz YYI2lSt be at least 7ft high in YUOi7'lS bvI slop ed ceiling gress dearaz�ce from vvzndo�v weds under cantilevered floors. R310.2 Z . 4 ./ GrIlazing at Hazardous Locations 8308 Emergency Egress in all sleeping rooms and basements with habitable space 831 0 l'" One ire aired Exit Door shall comply with 8311.4 q �Y /Landings at top and bottom of stainvayTs 8311.5.4, and each side of each exterior door. R311.4,3 ,-I� Stair Rise--/- Run (7 3l4" max. arse & 10" min.,tread, nosing recd' d if < 1 I "} _,�'� Stair Width (36" min), �Siairway Headroom (68 min.) (34"ta .') 8" above stair nosing}(R311.5) Spe ial conditions for circular, spiral and winder stairways and bulkhead enclosures 8311,5.8 Stairway Protection {enclosed accessible space under stairs shall be covered with 112" dxywall) R311.2.2 ~ Guardrails complyingwith 8312 H andrails complying with R3211 5v6 s r ,�-''Smoke Alannsheacbed room and common area and one on each level} (R 313) L. Energy Homes with glazing < 15% of gross area of est. walls (Townhouses < 25%) to comply wl Chapter x I . Otherwise shall meet requirements of IECCfog respective b ifilding hype. N11 0 1.2 Vapor retarder on warm in winter side of Ovalis, ceiling and flours R318 -Z *Wader Heater heat traps IECC 504.7 I/ Duct sealing and insulation N1 103.3 &4 or IECC 503.3.3.3, 5U3.3.3.4.3 (Dplans match quantities & values on a "passing" REScheck compliance report �s rr 3d . dd� M. Mechanical Gas appliances not in bedrooms, batha-ooms, 'let rooms or storage closets G2406.2P //Rcoom access 24" m.in wxdthl.�.t�zc access clear o e�.i1�g 2000.Under floor r,o. 2 x30. M1305 g Potential vent/connector offset > Dryer Vent Icngth 2S' max wl S' 75% of total height (Exception provided by G2428.),G2427.6.4 transition (-5' per 90 deg turns) M1501.3 Gas "Point of delivery" and material used. to determine pipe suing. G2413 FRAMING/MECH. CHECKLIST Date: Project: Job Address: Building Permit Numbers. The following commends .based on the 2Q03 edition of the Intemational Residential Cede show be resolved -before an occupancy permit is'issued. This correction list is not a building permit.. The approval. of plans and specifications does not permit the violation of any section of the Intemational F?esidential Code or any federal, state or local regulations. Exterior Concrete Slabs (3 112 " min. thickness & 4'"gravel base mina R506-1 _Braced Wall Panels (sheathing) (nail or staple - 6" o. c. at edges & 12" o. c. in field) Table 602.3(1) Adequate uplift control at floor line (sheath i ngsplit on plate or 1 Y2X 36" straps 4' o. c. mudsill to studs) Seismic hold-downs at garage panels <4' wide (MAPA narrow panel design if X2'8"), hold-downs must be on doubly stud or 3X with all nail holes filled. R602.10.4 Foundation waterproofing to finish gradeR406.1 Crawl space ventilation 1 sf per 150sf (w1 vapor barrier 1 sf per 1500s�} within 3' of corner R408.1-2 _Cripple Walls (over 4' sized as 2 story, under 14" must be solidly sheathed one side) R602.9 Mud Sill (bolts in proper location, nuts tightened, 2"x2"x3116" washers (cond'lfional),- pressure treated or redwood, joints blocked or under studs at wall and gaps grouted or shimmed) R401.1.6.1 1 R602.'['1.1 Frame Floor Sheathing and nailing Typ. 3/4" T&G - 6" on edges & 12" infield (perpendicular to joist ) Joist Spacing and -Size has per plans} Bearing (1-112" min-.) & L?2ping (3" min. where joists lap over walk or be2rn) _Notching (de h-1/6 max., length -113 depth max., not in middle 1/3, ends- 1/4 depth 'Max.) -TJI-NO boring (113 "d" max) >2" of tap or bottom or another hole or notch) TJI see chart Cantilevers- Blockinc�, reinforcemenf soman and spacing asplans. er P Joists Under Load Bearing Partitions (shall be doubled as per Section 502.3.3 if plumbing space ce needed, the joists shall be blocked 4' o. c.) JGirders and Beams has per plans, mailed or mechanically connected to frame and proper bearing). .foist Hangers (check vacation & nailed properly) "r Draft Stop (required for over 1000 sq ft. of unusable space at floor/ceiling) Basement Walls (pressure treated or redwood sill plate properly fastened to slab) Mair opening has per plan& pr6perly supported with hangers or walls) Stairs (cheek rise- 7 314" max.. run -10 minvariwirith.--l' min R tion.Ir.,.,t,,,_ W_sz"� .oInterior Wall Spud Spacing (load bearing is same as exterior), 24" o.c. max.) 'xf" Bearing Wall Window and Door Headers Nai in -q hedge lends) Exterior Bearing Wall Stud Spacing - walls car[yinq roof load vnl � .2x4 -'i 6" o.c. 12'max 11 1 VI J zxq-z4 o.c_ i u max ,- �xb--i �a�� o.c. � t�' Max_- �x�a��4" o.c. 16' max, one floor & roof: � 2x4 � 6" O.C. 10'max. , two.f] o o rs & rO Of 2x4-92° max 10' (Fig 602.3.2.(1-3)) V/Double Top Plate 6oints lapped min. 2') or Single Top Plate (bearing w/in 1" & adequately tied ..at joints by 3" x6" steel plates w/ 6 8d on nails each side)' R602.3.2 NotchinI(bearing' 25°/4 max. BQrin 40°/fl max 518" min. tv ed es(60% i�Stud } �� g doubled) ,Fire Blocking (roof space ling at wall, concealed spaces &.at studs over 10') Firewalls(between duplexes &garage/home)_ ,firewall penetrations elec. boxes -,rated, ducks — 26 gauge & nod open to gay -age, door —20 minute rated min. Ropf Truss details (35# snow load and 90 mph winds) See truss- details .woof Trusses (spaced and braced as per manufacturer): N after and Tress Tip -Downs and hangers oo' Rafters Lateral. Support (block at bearing when exceeding 5 to 'I rule (2x12) XlRoof Sheathing' Nailing ("H" clips w/ 7/16"), edges -6" o.c., field-112"-o.c. Attic Access (provide 22" x 3011 min. access where clear height > 30") /Wall Layout (as per plan's) .oInterior Wall Spud Spacing (load bearing is same as exterior), 24" o.c. max.) 'xf" Bearing Wall Window and Door Headers Nai in -q hedge lends) Exterior Bearing Wall Stud Spacing - walls car[yinq roof load vnl � .2x4 -'i 6" o.c. 12'max 11 1 VI J zxq-z4 o.c_ i u max ,- �xb--i �a�� o.c. � t�' Max_- �x�a��4" o.c. 16' max, one floor & roof: � 2x4 � 6" O.C. 10'max. , two.f] o o rs & rO Of 2x4-92° max 10' (Fig 602.3.2.(1-3)) V/Double Top Plate 6oints lapped min. 2') or Single Top Plate (bearing w/in 1" & adequately tied ..at joints by 3" x6" steel plates w/ 6 8d on nails each side)' R602.3.2 NotchinI(bearing' 25°/4 max. BQrin 40°/fl max 518" min. tv ed es(60% i�Stud } �� g doubled) ,Fire Blocking (roof space ling at wall, concealed spaces &.at studs over 10') Firewalls(between duplexes &garage/home)_ ,firewall penetrations elec. boxes -,rated, ducks — 26 gauge & nod open to gay -age, door —20 minute rated min. Ropf Truss details (35# snow load and 90 mph winds) See truss- details .woof Trusses (spaced and braced as per manufacturer): N after and Tress Tip -Downs and hangers oo' Rafters Lateral. Support (block at bearing when exceeding 5 to 'I rule (2x12) XlRoof Sheathing' Nailing ("H" clips w/ 7/16"), edges -6" o.c., field-112"-o.c. Attic Access (provide 22" x 3011 min. access where clear height > 30") Roof Ventilation (standard 1/150 or 1/300 if 50 - 80% is 3' above eaves) Mechanical (Rough Plumbing Insp. Done? ) Manufacturer's installation instructions are with the appliance (IRC 106.1.2/M1307.1) Equipment gas shutoff valves in same roam AFP exception) and within 6' of appliance (IFGC 409-5) 'Sediment Traps(if nc�# bunt info a lianc� at furnace & VII,H.(IFGC 408.4)appliance) Duct Supports and sewed metal 10' spacing & Flexible -- < 4' max — (2" sag in 4') /Clothes Dryer Ducts (solid metal ducts, no screws expending info duct & Wend directly to outside) Duct insulation (insulation in non -conditioned Space) ��(Under floor is 22x30)(IMC 306)Roam access �4 min width 1Attic access dear openEng �Dx3Q min Pressure Regulators (access, vented, tee fitting -each sided (IFGC 4'[0) /(Gas' pipes not in ven#ilating or circulating air duck (IFGC 404.1) Metallic gas pipe bends are smooth &fres from buckling, cracks, or other damage (IFGC 405.2) Pressure Test: Gas Pipe Material: CSST Branch Lines: Length ft ft ft ft ft ft ft psi min duration Sch40 MP To POD ft ft If, ft ft ft ft Copper Diameter Ib pressure drop Main Line ft Diameter Appliance/BTU's (if known) F + Pill 14 1 1,11 +IL. m + • ,1� F `� �+ of � � �� IN IF h r WW 1 ■ i t 11 � ■ P Iz — i CH R 1 IF ■ .. d n `rC i IN * '1 A L + c 16 ]a �. 11 • IF F r IN :, = I Lf .1 P IW 9 w b :p QE IN _ I IN SII : P � � I ff Pill MI a. 1� 09 IN OF 4 ft ` = 1p iml N * T IF 41 Q oltx.71 L� to.e 39 go r ■ IN A - F IN im + • o Nil ■, 1 Will w � dill LF .1 Jul # 141 r FIL ar ' :INa FL p ■ V Wo had a Fo L WAE IN 20 I ■ ki UL 04 it m?, 7 I ra pill IN L i t ra + ;b ■ Ila IN V5 1 , 'Y r# it ■ W 4 _ F1,� ' �+ P NA6 R nk r, am I go m rt ± = + rt 1 1 JL d + i IL's � W � IE da vb m e A VA p Mao Lid PC _ 7 + X U miYA 0 tr- 9 � i � � �r lad b LI + ■I� P ■ ! ' IL . * r W IN 1 LI ki 91 06 i� E. � _ i + ' IN, 34 e4 + 1 yL 1 9 n1 s� r�P �. M . A IN K Ir x kc ! '. F Y kr