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Home My WebLink AboutCHECKLIST - 06-00009 - 250 Seagull Dr - New SFRD RESIDENTIAL PLAN CHECKLIST mWWUMO�� (2003 International Residential Code) Date: Project: Building Permit Number.: Job Address: Basemen<YDe No/Fin. Unfin, Floor Area (sf),.p t 5 BO finished, )3 $C) unfinished, 57 6p, garage Valuation: $ Permit Fee-*& $ Fixtures: r� Pian Check Fee: $ The following comments based on the 2003 edition of the Intemational Residential Code should be resolved before a buildim4 permit is issued. This correction Inst is not a ui,,Idin� ixm-ilt. The annroval of nlnns, and 0 speci�caiions does not pe-rmit the violation of any section of the 1 slate or local regulations, PLAN CHECK A. Pans o Scale —Legible lot Plan Y N Floo FIoor / d Plain Foundation Plan Section showing construction detaffs ZeAll BElevations Design Crite $7 ta&'v' calcul nternational Residential Code or any federal, ria (shalt be identified on plans as Wind - 85 m.p.h., Snow atian Sheets & /o/Flocor .foist Details ical Design /.Energy Calculations (8320 & Ch 11) B. Zonl' LDRI ('WI-dth6O 35 lb. Per sq ft.,) me cases LDR2 and MDR may apply) �a —LDR- 12,000 sq. ft. min. (width 80 ft. min) & LDR1,- 8,000 sq. ft. min lex - 1 0,000 sq. it. min.) c. ase �Single Family Duplex (LDRI only - Conditional use I)1. Set Backs (talon from eaves) ;/`Frant set back (32 ft. from curb) —Note: /Rear set back (LDR 25 ft. & LDRI 20 ft.) rit 6D% min of front yard green ides sed backs (6" for every ft. of building height wx Building -Height (maximum 34 ft.) th LD,R - 75min, & LDRI - 6'min.) FeOtings0 Proper Sipe (as per Table 403.1, use 1500 p,sf unless soil tyke is known, Table 401.4,1 for soil bearing) Rebar (2-#4 continuous) Footing Depth (3 6" below finished grade and 12"' below undisturbed soil; 18" to top of slab — interior) F. Foundation _ZFoundatxon walls wl rebar city ordinance} 1/2"' Anchor Belts with 2'"x 2"x 3/16" square washers (incl. interior hearing walls) R403.1.6.1 f' Foundation Drainage (foundations on sib sozl shall be designed per R405) Damp proofing/Waterproofing to finish grade. R406.1 (fnd. extexads 6" min above grade R404.1.6) -�� Crawl space access of 1 $" x Z4" min. R408.3 (may differ if mech appliance is 'in crawl space M 13 0 5 ,1.4) ,�,--Crawl Space Wltilln 3' Ventilaixanl7nsu�atio� =1 sf vent pex 150 sf. � moisture barrier 1 sf. -per 1500 sq. ft.} and of each corner (insulate walls vent to inside of home -�Gradi.x�g slope away from house_ R401.3 G. Frame ,e Seismic fold Downs and Brac ed Wall Panels (R602.10) Floors joists sized as per R502-3, Woad � joxsts sized per manufr. 2Joists Under Load Searing Partitions shall be doubled. 8502.4 I b X -11161-W f Girders sized per R502..5 or per manufx. Tables for engineered products ..� Caantilevers(comply with. R502.3.3 or manufr instruction) ig /Floor S for jo ig is 24" oc & 5/8" for joists 16" oc) 8503.1 Wall (bearing and nonbearing) spud saes, height & spacing per Table 602.3(5) Headers in Bearing Wall shalI b e designed as per Tables 5 02.5 ( 1 &2) R602.7 Roof Trusses (desi ned according to R8 02. 10. 1) 3 5 # Snow and 9 Q mph winds —ZiRafter and Truss tie -downs. (R802.10.5) Z,A ttic Access 22"x 3011 min. openrng (R807) H. Ex-terlor Covenng 8602.3 (Local Conditions) asonty and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703.9.1 I. Roof Covering and Ventflation Roof Ventilation as per 1.2806 /"Asphalt Shingles (slope>2:12) w/ ice protection. (Other type. to comply w/ R905.� J. Firewalls Garage/House drywall separation (protect ext. walls & beams supporting habitable space) R309.2 r ://,� Daor from Garage to House (1 318" solid woad or steed door, �r 20 min. fire -rated door} R309.1 'Tivo Family L�+lelling Separation (1 hr fire separation) Supporting structure also rated. 8317.1 �Twin homes & To-wnhouscs (2 hr separation & 4' averburn protect -ton or Paxapet) 8317.2 -ane hr walls parallel to and with in 3 ft of property lime vvl NQ openings. R302 --��Teneirations in previous 3 Mems to comply with 8317.3 K. General Requirements Z-Ogouse Numbers R321 Half Openable 3sf window or Mech. VentUation 1n bathrooms,, mater closes, and similar rooms. 8303.3 //ZIniteri*or and exterior stair 111uruncatzan shall comply with R303.6. ..Aathroom Fixture clearances comply with Figure 8307.2 Z/One room at feast 120 sf.; Other hahitable rooms; 70 sf min wl a m1n. dimension of 7 ft. 8304 *areas wl sloped ceilings less than 5 ft in height &furred ceilings less than 7 ft .gyp NOT comply *50% or more of the required area mush be at least 7ft high in rooms w/ sloped ceiling J E�ess clearance from window wells under cantilevered floors. R3102 ��azing at Hazardous Locations R308 Emergency egress 1n all sleeping roomy and basements with habitable space R310 f One required Exit Door shall comply with 8311.4 Landings at lop and bottom of stairways 8311.5.4, and each side of each exteriax door. 8311.4.3 Stair Rise I Rin (7 314" max. rise & 10' Stairway Headroom (68" min.) min. tread, nosing req' d if <1 P) Stair Width (3 5" min), Handrails (34"to 38" above stair nosing)(R311.5) -- Special conditions for circular, spiral and winder stairways and bulkhead enclosures R311.5.8 � StairwayProtection(enclosed accesszb]es ace undex stairs shad be covexed with 112" drywall} x,1.2.2 � l Guardrails complying with 8312 Handrails complying with R311-5.6 Smoke Alarms beach bedroom and common area and one on each level) (R 313) L. energy Home s with glazing < I S % of gross area of est. walls (Townhouses < 25 °/a) to comply wf Chapter I 1. *Otherwise shall meet requirements ofJEGC fay respective bUilding type.. N11.01.2 ,/Vapor retarder an warm in winter side of wars, ceiling and floors 8318 X"f" � *Water Heater heat traps IFCC 504.7 Duct sealing and insulation N1103,,3&4 or IECC 503.3.3.3, 503.3.3.43 ,3�' Plans match quantities & values on a "passing" REScbeek compliance report M. Mechanical , Gas appliances not in bedrooms, bathrooms., toilet rooms, or storage closets G2406.2 ; Room access 24" minvvzdtl�J�t�ic access clear opening 20x3OiUnder floor �r.o. 22x.30. M1345 Potential venilconnecto�- offset > 75°/Q of total he'ght (Exception provided by G2428) G2427.6.4 Dryer Vent length 25' max w/ 8transition (-5' per 94 deg turns) M1501.3 Gas '"point of delivery" and material used to detennine pipe sizing. G2413 10 Date: Project-, Job Address: o,5--o- FRAMING/MECH. CHECKLIST Building Permit Number: 9 M�o The following comments .bayed on the 2D03 editian of the-, Intemational Residential Code'should be resolved before an occupancy permit'is issued. This correction I ist is not a building perm' it. The' approval of plans and specifications does not permit the vivolation of any section of the International Residential Cade or any 'Federal, state or local regulations. Exterior Concrete Slabs (3 1/2. min'. thickness & 4"gravel base min.) R506.1 ,/,Braced Wall Panels {sheathing} (nail or staple - 611 a. c. at edges & 12" a. c. in field) Table 602.3(l) Ile Adequate uplift control at floor line (sheathing split on plate or I V2X 36" straps 4' o. c. mudsill to studs} ,Seismic hold-downs at garage panels <4' wide (APA narrow panel design if <2'8"), hold -dawns must be on double stud or 3X with all rail holes filled. R602.10.4 e4'OjFoundativn waterproofing to finish gradeR406.1 r�Crawl space Ventilation '! sf per 'i 50sf (wl vapor barrier 1 sf -per 1500so within 3' of Corner R408A -2 Cripple Walls hover 4' sized as 2 story, under 14" must be solidly sheathed one side} R602.9 Mud Sit! (bolts in proper Eocafiion, nuts tightened, 2"x2"x3l16" washers (conditio mb&� nal), pressure treated or redwood, joinfs blocked or under studs at will and gaps graufed or shimmed} R403.1.6.1 i R602.11 .1 Frame �F1var Sheathing and Waiting Typ. 3/411 �oist Spacingand Size(asperplans) T&G - 611 on edges & 12" in field {perpendicular to joist } /Bearing (1-1/21F min:) &-Lappinq (311 min. where joists lap over wall or beam) L -/'Notching (qppth-1/6 max., length -1/3 depth max., not in middle 1/3, ends- 114 depthM'ax.)-TJ1-NO Boring {113 "d" max, >2" of top or bottom or another hole or notch} TJ1 see chart �" Cantilevers- Blocki reinforcement span and spacing as per plans. .zivisfs Under Load Bearing Partitions (shall be doubled as per Section the joists shah be blocked 4' o. c_) i� V'& 502.3.3, if plumbing space needed, r � Girders and Beams has per plans, nailed or mechanically connected to frame and proper bearing) "rzoist Hangers (check location & nailed properly) Draft Stop (required for over 1000 sq ft. of unusable space at floor/ceiling) ��Basement Walls (pressure treaded or redwood sill plate properly fastened to slab) Stair opening has per plan & properly supported with hangers or walls) . Stairs (ch eck rise 7 3/4" max., run.- 10". im in.,. vari.- 318" max, width-3' )IiWall Layout (as per plans) In terior Wall Stud Spacing min. & headroom-. 61-81r) (load bearing is same as exterior), 24" o.c. max.) ,.,oewe Bearing Wall WindOW and Door Headers Nail (edge lends) ,,fflo� Exferior Bearing Wall Stud Spacing - walls carrying roof load only; 2x4-16 11 o.c. 12'max 2x4-2411 o.c. 10' mix,- 2x5-1 6" o.c. 18'max,- 2x024" o.c. 16'max, one floor'& roof: - 2x4 16" o.c. 10'max., two floors & r00f;.2.x4-12" max 10' (Fig 602.3.2.(1-3)) 7ZDouble Top Plage points dapped min. 2'} or Single Top Plate (bearing wlin 3"x6" steel plates w1 6 Sd on nails each side) R602.3.2 1" & adequately tied -at 16 nts by Stud Notching(bearin' 25°/a max.) Boring 40°/a max, 5I8 " min. to edges (60% if doubled) -OfFire Blocking (roof space line at wall, concealed spaces &.at study over 10 F) irewa[Is (between & garage/home) , firewall penetrations - elec. boxes- rated, ducts — 26 gauge & not open to garage, door —20 minute rated min. goof Truss -details (35# snow Toad and 90 mph v+vinds} See truss details Raaf Trusses (spaced and braced as per manufacturer) Rafter and Truss Tie -Downs and hangers Rafters Laterad Support (block at bearing when exceeding 5 to 1 rule (2x12) z/Roof Sheathing: Nailing ("H" clips w/ 7/16"), edges -6" o.c., field -1 Z" o.c. 010- Attic Access (provide 22r x 30" min. access where clear height > 30") /Roof Ventilation (standard 1115D or 1/300 if 50 - 80% is 3' above eaves) Mechan'ical Plumbing Insp. Cone? � Manufacturer's installation instructions are with the appliance (IRC 106d1w21M1307*1) ZLIquipment gas shutoff salves in same room AFP exception} and within 6'of appliance (IFGC 409.5} Sediment Traps (if not built into appliance) at Furnace & W.H. (IFGC 408.4) /Duct SupportS2nd seated metal - c I O'spacing & Flexible — < 4' max — (2" sag in 4') /CIiothes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside Ducf insulation (insulation in non -conditioned Space) Room access 24" min width 1 Attic access clear opening 20x3O min (Under floor is 22x3O)(IMC 30C) Pressure Regulators (access, vented, tee fitting each side) (IFGC 410) Gas pipes not in ventilating or circulating air duct (IFGC 404.1) / Metallic gas pipe bends are smooth & free from buckling, , crackso�- other damage(IFGC 405,2) � Pressure Test., Gas Pipe Material: Branch Lines. Length c ri CSST ft ft ft ft ft ft ft ,56 min duration Sch40 MP To POD ft ft ft ft ft ft ft Copper Diameter !b pressure drop Main Line ft Diameter Appliance/BTU's (if known) �" ._. � b +� � - • � .� r � • • �