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Home My WebLink AboutCHECKLISTS - 05-00169 - 1129 Golden Willow Cir - New SFRRESIDENTIAL PLAN CHECK.LIST (2003 International Residential Code) Date: Building Per -mit Number,-. Project., qJg14MAr Job.Address: 11Z'I r le, Zoning: Number of Stories: ,� BasementYes 01 Fin. unfin. Fixtures: Floor Area (sf)-. /5_�3 cg finished;7&unfinished, 5garage Valuation: $ 15'71 Zzel ° Permit Fee: $ %0-7 Plan Check Fee: $ /L 7 9y The followm'g comments based on the 2003 editxon of the Intemational Residential Code should be resolved before a building permit. is issued.. This correction list is not a build*n� pennit. 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. PLAN CHECK A. Vlans /To Scale Peat Plan Y load Plain Floor I Foundation Flan Section showing construction details. All Building Elevations Design Criteria (shall be identified on plans as -Wind - 8 5 m.p.h., Snow -- 3 S fib. Per sq ft.) (DTruss Calculation Sheets & �" Floor Joist Details Oqechanieal Design Energy Calculations (R320 & Ch 11) B. Zoning (check one - in some cases LDR2 and MDR may apply) n p %j LDR LDRI _Lot area — LDR- 12,000 sq. ft. min. (width 80 ft. min) (Nvidth-60 ft. min.).( LDRI duplex - 10,000 sq. ft. min) & LDRI.- 8,000. sq. ft. min �` � C_U ■ce f� ./'Single Family lluplex (LDRI only - Conditional use D. Se Backs(taken from eaves} ruset back (32 ft, from curb) A* rmit Note* 60% mn of front yard green /ear set back (LDR 25 ft. & LDRI 20 ft.) f Sides set backs (6" for every ft.. of buold*ng height with LDR - 75min., & LDRI - 6'min.) Building -Height (maximum 30 ft.) E. footings Proper SI*ze (as per Tabl� 403.1,, use Rebar (Z-#4 continuous) 1500 psf unless soil type is known, Table 401.4.1 for soil bearing) Footing Depth (36" below finished grade and l.2" below undisturbed soil; 18" to top of slab F. F9undation ZFoundation walls wl rebar (city ordinance) 1/2"Anchor Bolts with 2 x 2'j'x 3washers incl. i0 nterior bearing( wa11s) R403.1-6.1 ZFFoundation Dra* nabe (foundations on sift soil shall be designed per R405) inten-or) .uarnp proonng/ W atcrpro'r �in� to finish grade. R406.1 (fnd. extends 6"' mgradein above R404.1.6) -'Crawl space access of 18"X 24" min. R408.3 (may differ if mech appliance is in crawl space M1305.1.4} ------erawi Sparev ennia ion/Insula. ivn — 1 sf vent per 15 Q sf. (with maisture barrier 1 A wa.ilun 3' of each carnes (insulate walls vest to inside of home I CGIlrading slope away from. house_ R.4013 G. F ame " Seismic Hold Downs and Braced Wall Panels (R602.1 0) Floors Joists sized asper R502.3 Wood I -joists sized per manufr. ,I Joists Under Load Bearing Partitions shall be doubled. R502.4 yders sized. per R502.5 or permanuEr. 'Tables for- engineered products Cantilevers (comply with R'502.3.3 or manufr instruct'Io n� er 1500. sq. ft.) and <' Floor Sheathing (3 /4" min for joists 24" oc & 5/8" for joists 16" oc) R503. 1 Wall (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5) 8602.3 .. Headers in Bearing Wall shall be designed as per Tables 502.5(1&2) 8602.7 /Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) gafter and Truss tie -downs. (8802.10.5) -'°"11� Attic Access,2271 x 30" min. apening (R847) H. Exterior hovering Maso and stucco shall have weather resistive barrier over exterior sheathing R743.2 & 703.x.1 I, of Covering and Ventilation Raaf Ventilation as per 8846 /Asphalt Shingles (slope>2:12) wl ice protection. (Othertype. to comply w/ R905., _ ) J. Firewalls /"Garage/House drywall separation (protect ext. walls & beams supporting habitable space) R309-2 Door from Garage to House (13/8" solid wood or steel door,, or 20 min. fire -rated do -or) R309.1 -"Two Family Dvvelling Separation (1 hr fire separation) Supporting structure also rated. 8317.1 �-Twin homes & Townhouses (2 hr separatxoza_ & 4' averburn protection or parapet) 8317.2 One hr walls parallel to and within 3 ft of property line vol NO openings. R302 --Penetrations in previous 3 items to comply with 8317.3 K. eneral Requirements House Numbers 8321 Half Openable 3 sf window or Meth. Ventilation in bathrooms, water closets, and similar rooms. R303.3 z-" Interior and exterior stair illumination shall comply with R303*6. � Bathroom Fixture clearances comply with Figure 8307.2 f /-One room at least 124 sf.; /Other habitable rooms 74 sf. min vel a min. dimension of 7 ft. R304 *areas w/ sloped ceiling.v less than 5 ft in height &Jurred eeilings less than 7.ft DO NOT comply *sor or more of the required area must be at least ?ft high in rooms w/slap ed ceiling Egress clearance from window wells under cantilevered floors. 8314,2 Glazing at Hazardous Locations 8308 ij , Emergency Egress iffin all seeping rooms and basements with habitable space R3.10 One required Exit Door shad comply with R311.4 Landings at top and bottom of stairways 831.1.5.4, and each side of each exterior door. R.311,43 Z�tair.Rise / Run (7 3/4" max, rise & 1011min. tread, nosing req'd �f �I 1 "} Stair Width X36" min}, �ta.irway Headroom (6' S" min.) ��Iandrails (34"to 3$" above stair nosing)(R311.5) Special conditions for circular, spiral and winder stairways and bulkhead enclosures 8311.5.$ s Stairway Projection (enclosed accessible space under stairs shall be covered with " Guardrails complying wth 8312 Handrails complying with R311.5.6 Smoke Alarms (,each b&�room and common area and one on each level) (R 313) L. Energy 1/2" drywall) 8311.2.2 Homes with glazing < 15% of gross area of ext. walls (Townhouses < 25%) to comply wl * Otherwise shall meet requirements of IECC fog respective building type_ N1I41.2 r� i ,.''Vapor retarder on warm i Nater Heater heat traps P winter side of walls, ceiling and floors R318 �IECC 504.7 Duct sealing and insulation NI 103,.3&4 or IECC 503.3.3.3, 503.3.3.4.3 .,XPans match quant�taes & values on a "passing" REScheek compliance report M. Mechanical G, 1 as appliances not in bedrooms, bathrooms, Toilet rooms, or Stora e closets G2406.2 Chapter 1 1. /Room access 24" min width/Attic access dear opening 20x3O/TJnder floor no. 22x31. M1305 I �otential vent/connector offset > 75°l0 of total height (Exception provided by G2428) G2427.6.4 Dyer Vent length 2 5' m Gas "point of delivery" w/ 8' transition (-5' per 90 deg buns) M1501.3 id material used to determine pipe sizing. G2413 #0 '� CDAKAIKIrmllkA rA.14 ,,,..,......�....�..... CHECKLIST Date: Project: Job Address'.'. Building Permit Number: dg-trp ��9 The following comments based an the,2003 edition of the International Residential Code should be resolved before an occupancy permit is issued. This correction lisp 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. Exterior Concrete Slabs (3 1/2 "min. thickness & 4"gravel base min.) R506.1 (r)-.13raced 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 (sheathing split on plate or I 1/2X 36" straps 4' o. c. mudsill to studs) Xseismic hold-downs at garage panels <4' wide (APA narrow paned design if {2'8"}, hold-downs must be on double stud or 3X with all nail holes filled, R602.10.4 /Foundation waterproofing to finish gradeR406.1 rawl space ventifation 1 sf per 1 50s (w/ Vapor barr-ler '[ 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} R6,02.9 ,e -00 -Mud Sill (bolts in proper location, nuts tightened, TxTx3/16" washers (conditional), pressure treated or redwood, joints blocked or under studs at wall and gaps grouted or shimmed) R403A a6ml 1 R602al I A Frame Floor Sheathing and nailing Typ. 3/4" T&G - 6" on edges & 12" infield (perpendicular to joist) Ziolst Spacing and Size has per plans) /Bcearing 0- 112" min.} &Lig. (3" mi n.wherejoists dap aver wall or beam) /Notching (depth -1/6 mix., length -1l3 depth max., not in middle '113, ends- 114 depth max.) TJI-NO El %O� 4 Boring (1/3 "d" max, >2" of tap or bottom or another hale or Hatch) TJI see chart I Cantilevers -Bloc reinforcement soman and spacinq as per plans. Joists Under Lead Bearing Partitions (shall be doubled as per Section 502.3.3, if plumbing space needed, the joists shaal be bloed 4' o. c.) �IErders and Beams haspMIrr pnailed or mechanically connected to frame ander ro bp9) "'7,/Joist Hangers (check location & nailed properly) --�'Draft Stora (required dor over 1000 sq ft, of unusable space at floor/ceiling) Basement Walls (pressure treated or redwood sill plate properly fastened to slab) Ir, CI vPl=r 111 itJ. kc17 E.1tf pian o� propeny supporlea with hangers or wall-ql Stairs (check rise- 7 3/411 max., run- 10" min., Wall Layout has per plans} pari.- 318" max, width -3' min. & headroom- 6'-8"} .'`Interior Wall Stud Spacing I (load bearing�: � �s same as exterior), acing Wall Window and Door Headers Nailing hedge lends) Exterior Bearing Wall Stu 2x4-24 o.c. 10' max, - d Spacing - walls ca O.C. max.) ing roof road_ only; 2x4-16 Igac19' max 2x6-16" o.c. 18'maxL2x6-24" o.c. 16'max, one floor & roof: - 2x4 1611 o.c. 10'max. , two floors & root 2x4-1 2" max 10' (Fig 6 02.3.2.(1-3)) //Double Top Plate (joints la 3"x6" steel plates w/ 6 1, )Ped min. 2'} or Single Tap Plate (bearing Min 1" & adequately tied at joints by d on nails each side) R602.3.2 /Stud Notch (bearing 25% maX.) Bor'm 40% max, 5/8" min. to edges (60% if doubled) Yire Blocking {roof space line at wall, concealed spaces & at studs over 10 Firewalls (between duplexes & garage/home) , firewall penetrations - elec. boxes- rated, ducts 26 gauge & not open to garage, door —20 minute raked min. R,O�Df Truss details (35# snow load and 90 mph winds) See truss details ,00'.Roof Trusses (spaced and braced as per manufacturer) �after and Truss Tie -Downs and ha n qZRers afters Lateral Support (block at bearing when exceeding 5 to "I rule 2xl �of Sheathing: Nailing ("H" clips w/ 7/16"), edges -6" o.c., field -12" o.c. Attic Access (provide 22" x 3D" min. access where clear height > 3011) Roof Ventilation (standard 1/150 or 1/300 if 50 - 8D% is 3' above eaves) MEMO—* Me-�11'�r�iCal (Rough Plumbing Insp. Done? -Manufacturer's installation instructions are with the appliance (IRC 106.11.2/M130701) Z,Equiprnent gas shutoff vales in same room (FP exception) and within 6'of appliance (IFGC 409.5) •- Sediment Traps cif not built into appliance} at Furnace & W -H. (IFGC 448.x) Duct Supports and sealed metal - < 10' spacing & Flexible — < 4' max --(2 sag in 4') iothes Dryer Ducts (solid metal ducts, no screws expending into duct & vent directly to outside) f Duct insulation {insulation in non -conditioned Space} ,, 'R.aom access 24" min width I Attic access clear, opening 20x3O min (Under floor is 22x3O)(IMC 306) �'`Pressure Regulators (access, vented, tee flitting each side) (IFGC 410) , r-71% Gas pipes not in ventilating or circulating air duct (IFGC 404A) ;F?` Metallic gas pipe bends are smooth & free from buckling, cracks, or other damage (IFGC 405.x) Pressure Test: Gas Pipe Material: Branch Lines: Length CSS ft tt ft ft ft ft ft 59 min duration ch40 M To POD FM W ft ft ft mrorm"dft ft ft Copper Diameter 1b pressure drop -- Main Line ft Diameter Appliance/BTU's ('If known) Ya l k