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Home My WebLink AboutCHECKLISTS - 05-00441 - 536 Eaglewood Dr - New SFRDate: _ jz- g o RESIDENTIAL PLAN CHECKLIST (2003 International Residential Code) Building Permxi Number: Projeco: Job Address,: fir-, V Zoning: Number of Stories. Basement Yes No / Fin. Unfn. Fixtures: Z4 Floor Area (sfj: Valuation: $ Z -, q& -v 2 0 04 finished,ZZ6k�) Permit Fee: $ unfinished. ? S3garage Plan Check Fee: $ The following comments based on the 2003 edition of the Intematinnal Residefltial bode should be resolved before a building permit is issued. This correction list is not a building permit. The approval of plans and SDeelfleations does not permit the violation of any section ofthe 1ntemational Residen tial Code or anv federal, state or local regulations. PLAN CHECK A. dans To Scale �egible �' Plot Plan YFlo-od Plain FN Floor / Foundation Plan Sectioii showing construction details All Building Elevations -Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow - 35 1b. Per sq ft.) /Truss / Mec Calculation Sheets & Floor Joist Details hanical Desi .Energy Calculations (R320 & Ch 11) 3e,-,,� BLDionng (check one - in some cases LDR2 and MDR may apply) R LDRI Lot area LDR- 12,000 sq. ft. min. (width 80 ft. min) & LDRl- 8,000 sq. ft. min (width60 ft. min.).( LDRl duplex - 10,1000 sq. ft. min.) ce ug'e" Single Family duplex (..DRI only - Conditional use permit? "Front et Backs taken from eves) set back (3Z ft. from curb f _Note: 6Q% min of front yard green Rear set back (LDR 25 ft. & LDRI 20 ft.) /Sides sit backs (6" for every ft. of buil, / Building -Height (maximum 30 ft.) ding height with LDR - 7.5'min., & LDRI - 6min.) E. .outings Proper Size has per Table 4x3.1, use 1500 psf unless soil type is known, Table 401.4.1 for soil bearing) / Debar (2-#4 continuous) Footing Depth (36" below finished grade and 12" below undisturbed soil; 18" to toy of slab — interior) F. foundation _y; �'Foundation walls w/ rebar (city ordinance) x.12" Anchor Bolts with 2"x 2"x 3/16" square washers (incl. interior bearing walls) R403.1.6,1 oundation Drainage(foundations on sift soil shall be designed per R405) Damp proofing/Waterproofing to finish grade. R406.1 (fi-id. extends 6" min above grade R404.1.6) �� Crawl space access of 18"' x 24"' min. R4083 (may differ if mesh appliance is in crawl space M1305.1.4) ��1�C.raw1 Space Ventilation./Insulation — 1 sf vent der 15 0 sf. (with moisture barrier _ 1 _sf__per 15 Q 0 sq. ft.) and vvithin Yof each corner (insulate walls vent to inside of home Grading slope away from hawse. R401.3 G. dame /�'_Seismic-Hold Downs and Braced Wall .Panels r- (860210 I IM 11161W rs joists sized as per 8542.3, Wood I -j oists sized per manufr. Joists Under Load Bearing Partitions shall be doubled. 8542.4 "4/6ixders sized per 8502.5 or per manufr. Tables for engineered products ZcCantilevers (comply with R50233 or rnarufr instructio n � loos Sheathing (314" min forj*oists Z4" oc & 5l8" forJoists 16"' oc) R503.1 (bearing and nonbearing) stuff size, height & spacing per Table 6102.3(5) R602.3 ers in Bearing Wall shall be designedas per Tables 5 02.5 (1 &2) 86 02.7 �oof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Rafter and Truss die -downs. (R802.10.5) Attic Access 2Z" x 30" min. opening (R807) H. terior Covering Masonry and stucco shall have weather resistive barrier over exterior sheathing 8703.2 & 7Q3.9.1 I. Roof Covermg and Ventilation Roof Ventilation as per R$06 A s halt Shingles (slope>2 -. 12 wl ice protection. (Other type: to comply w/ R905.� I irewalls �GaragelHause 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 door) 8309.1 "'_TwoFamily Divelling Separation (1 hr,fire separation) Supporting structure also rated. 8317.1 Tvvin homes & Townhouses (2 hr separation & 4' overburn protection or parapet) 8317.2 �Qne hr walls parallel to and within 3 ft of property} line wl NO openings. 8302 ~� Penetrations in previous 3 items to comply with R317.3 K. neral Requirements House Numbers 8321 /.'IHIalf Openable 3sf window or Mech. Ventilation in batbrooms, water closets, and similar morns. 8303.3 interior and exterior stair illumination shall comply with R3016. . Bathroom Fixture clearances comply with Fi"gure I7307.2 � One roam at least 124 sf.- other habitable rooms 70 sf min vvl a min. dimensi"on of 7 ft. R304 *areas w/ sloped ceilings less than 5 ft in height &Jurred ceilings less than 7 f% .DQ NOT comply *50r or more of the required area must be at feast 7ft high in rooms w/sloped ceiling Q -NNORMgm-ft-i Egress clearance from window webs under cantilevered floors. R310.2 �r'� `Glazing at hazardous Locations R308 �Emergency Egress in all sleeping rooms and basements with. habitable space 8310 /Onecomply required exit Door shall ' � p y with 8311.4 le - andxngs at Top and bottom of stairways 8311.5.4, and each side of each exterior door. 8311,4.3 Stair Ri se,/- Run (7 3 l4" max. ripe & 14" min. trtLad, nosing re 'd if X 1 1 Starr Width (3 6"' mi n), X, .Stairway Headroom (6' 8" mina �andraifls (34"to 38" above stair nosang)(R311,5) Special conditions for circular, spiral and tivinder stairways an d bulkhead enclosures 8311.5.8 ,:"'Stairway Protection (enclosed accessible space tender stairs shall be covered with 1.12" dry-Nvall) 8311.2.2 Guardrai�s complying with 8312 Handrails complying with X311.5.6 Smoke Alarms beach bedroom and common area and one on each 1e -vel) (R 313) L. Energy i Homes with glazing < 15% of grass arca of ext. walls (Townhouses < 25%) to comply vvl Chapter I 1. *Otherwise shall meet requirements of `IEC'C for respective building type. N1101.2 Vapor retd�r on in arwinter side of walls, ceiling and floors X31$ *Water Heater heat traps 1E CC 504.7 "Duct sealing and insulation N11033&4 or IECC 503-633939 503.3.3.4.3 Plans match quantifies & values on a 'passing"' REScheck compXxance report M. mechanical Gay appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G2406.2 Room access 24"' min width/Attic access clear opening 20-x3O/Under floor r.o. 22x3O. M1305 1potential vent/connector offset } 7S% of total height(Exception provided by G2428) G2427.6.4 .Dryer Vent length 25' max wl S' transition (-5' per 90 deg Turns) M1501.3 Gas "point of delivery" and material used to detennine pipe, sizing. G2413 60 FRAMING/MECH. CHECKLIST I a I Date: Project: ML.,,,,'r � Jew r y Job Address: Building Permit Number: �, cis ooyy/ The following comments .based on the 2D03 edition of the Intemational Resi"-denfial Code should 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 vioiation of any section of the Intemational Residential bode or any federal, state or loco! regulations. Exterior f _ Concrete Slabs (3 1/2 " min. thickness & 4" gravel base min.) R506.-1 r, Braced Wall Panels (sheathing) (nail or staple - 6" o. c. at edges & 121f o r. in field) Table 602.3(1) Adequate uplift control at floor line (sheathing split on plate or 1 Y2X 36" straps 4' o. c. mudsill to studs) r' Seismic hold-downs at arae anels �4'wide(APA narrowpanel design if �2'S"hoid-do►4r�rns must be on g g p } double stud or 3X with all nail holes filled. R602.'10.4 Foundation waterproofing to finish grad-eR406.1 Crawl spare ventilation 1 s per 150sf (w/ 'vapor barrier '! sf per 1500sf) within 3' of corner R408.1-2. .#.Z(Crile Walls (over 4'sized as 2 story,under 14" mush be solidly Sheathed one side R602.9 Mud Sill (bolts in proper location', nuts tightened, ZxZx3/16" washers (conditional), pressure treated or redwood, points blocked or under studs at wall and gaps grouted or shimmed) R403.1.6.1 1 R602.111,11 Frame ,./eOFloor Sheathing and nailing Typ. 314" T&G - 6" on edges & 12" in'field (p'erpendic"ular to joist } Cl Joist Spacing and .Size (as per plans) / Bearing (1 -1I2" min:} &Lapiping (3" min. where joists 12p'''over vuall or beam) .sNotching�' (depth -1/6 max., length -1/3 depth max., not in middle X13, ends- 1/4 depth max.}-TJI-NO � Boring (113 "d" max, >2" of fop or bottom or another hale or notch) TJI see shark Cantilevers- Block�nq, reinforcement, span and spacing as per plans. Joists Under Load BearingPar�i�ians(shall be doubled asper Section 502.3.3, if plumbing space needed, the joists shall be blocked 4' o. c.) 0/1"" ,00,' birders and Beams (as per plans, nailed or mechanically connected to frame and proper bearing) /'Joist Hangers (check location & nailed properly) Draft Stop (required dor over 1000 sq ft. of unusable space at floor/ceiling) ,,.�Basement Walls (pressure treated or redwood sibl plate properly fastened to slab) 1 Stair Opening has per plan . & prolperly supported with hangers or walls) . Stairs (check rise- 7 314" max., run- 10" min.,. vari.- 318" max, width�3' rein. &headroom- all Layout (as per plans) 0000ex [nteriar Wall Stud Spacing ( bearing is same as exterior),24" o.c. max. Bearkng Wali Windaw and Door Headers Nailinghedge /ends) Exterior Bearing Wall Spud Spacing -- walls carrying rove' load only; 2x4-16" o.c. 12'max 2X4-24 11 o.c. 1 U' max,- 2x6- 1 6" o.c. 18' max,- 2x6-24" o.c. 16' max, one floor & roof: - 2x4 16" O.C. 10'max., two floors & roOf; 2x4-1 2" max 10' (Fig 6 0 2.3.2.(1- 3)) Double lop Plate (joints lapped min. 2') o,- S'Ing'le Top Plate (bearing wlin 1" &adequately tied :at joints by . �3"x6" steel plates �nr16 $d on nails each side�� RG�2.3.2 Stud Notch (bearinmax.) Bonin 40% max 518" min. to edges (60% if doubled) O -.Fire Blocking proof space line at wall, concealed spaces & at stuffs over 10')- Z.Fir...' ewalls (between duplexes & garage/home) , firewall penetrations - elec. boxes- rated, ducts -- 26 gauge & not open to garage, door —20 minute rated min. Roof . Truss details (35# snow load and 90 mph winds) See truss. details Roof Trusses (spaced and braced as perM2nufacturer) /""Rafter'and Truss Tie -Dawns and handers Raf#ers Lateral- Support (block at bearing when exceeding 5 to 1 rule (2.xl 2) r� Roof Sheathing Nailing {"H" clips w1 711 6"}, edges -6" o.c., field --1 2" o.c. ,Attic Access (provide 22" x 30" min. access where clear height > 3D") IK 1501 ZRoof Ventilation (standard 1115D or 1/300 if 50 - 80% is 3' above eaves) Mechanical (Rough Plumbing Insp. Done? Manufacturer's installation instructions are with the appliance (IRC 1106.1.2/M130711) Equipment gas shutoff valves in same room AFP exception} and within 6' of appliance (IFGC 409.5) ZSediment Traps cif not built into appliance) at Furnace & W.H. (IFGC 4Q8.4) -F 1,Duct Supports and sewed metal - � 14' spacing & Flexible -- � 4' max — (235 sag in 4'} Clothes Dryer Dints (solid metal ducks, no screws extending into duct & vend directly to. outside) ge Duni insulation (insulation in non -conditioned Space) Room access 24" min width f Attic access clear opening 2(3x3 min (Under floor is 22x3O)(IMC 30C) Pressure Regulators (access, ranted, fee fitting each side) (IFGC 410) � Gas pipes not in ventilating or circulating sir duck (IFGC 404.1) Metallic gas pike bends are smooth & free from buckling., cracks, or other damage (IFGC 405.2] dr Pressure Test.- psi 11"Z-1/min duration [b pressure drop Gas Pipe Material: CSST Branch Lines: Length ft ft ft ft ft ft Sch40 MP I C�71Na] If, rqfI ILI ft ft ft ft ft Capper Diameter F.-MIRRM"'. ft Diameter Appliance/BTU's (if known) f ti 1501 ZRoof Ventilation (standard 1115D or 1/300 if 50 - 80% is 3' above eaves) Mechanical (Rough Plumbing Insp. Done? Manufacturer's installation instructions are with the appliance (IRC 1106.1.2/M130711) Equipment gas shutoff valves in same room AFP exception} and within 6' of appliance (IFGC 409.5) ZSediment Traps cif not built into appliance) at Furnace & W.H. (IFGC 4Q8.4) -F 1,Duct Supports and sewed metal - � 14' spacing & Flexible -- � 4' max — (235 sag in 4'} Clothes Dryer Dints (solid metal ducks, no screws extending into duct & vend directly to. outside) ge Duni insulation (insulation in non -conditioned Space) Room access 24" min width f Attic access clear opening 2(3x3 min (Under floor is 22x3O)(IMC 30C) Pressure Regulators (access, ranted, fee fitting each side) (IFGC 410) � Gas pipes not in ventilating or circulating sir duck (IFGC 404.1) Metallic gas pike bends are smooth & free from buckling., cracks, or other damage (IFGC 405.2] dr Pressure Test.- psi 11"Z-1/min duration [b pressure drop Gas Pipe Material: CSST Branch Lines: Length ft ft ft ft ft ft Sch40 MP I C�71Na] If, rqfI ILI ft ft ft ft ft Capper Diameter F.-MIRRM"'. ft Diameter Appliance/BTU's (if known) f 06Pf II r■ 111A III IL ■ 51 NI ir 0 LI ibe 4 m ol UK - , "', : W. i¢ 1 W6 ■ i 4p No 4m tv in ld -r lei IF Y lb 0 ..16 I N lid ;OL } • IN ti F b i `4 NF + ■ Ilk .i — _ IV IF lK qt, IF th b_ v IF 6ir N 1 + a ■ LY an I ob w L F1 2 1L is w 12 + + . .ti y _ all ■ It go m lop pf It. 06 IN It ' dr bd Pre M 6 m A■ r ■■ = in JIM Ilk, 1 L �F r ` � • S. � rx � ■ F 1 IL ` } F,. in&491 I + I + M pq .. � ■ w + PL .1p Pi 'F eals Mb w �&A No - � w. L � Iii a :b ■ + CIL � i 4 Fl -r IL Ll N Pt _ a 06 10 r IF m ■ A ;t ■1 r■ ■■ ph ■ r# A qf6 'A ' t y1p _ +� RL �! + r. 36 F - r ■ PIN Lt v m IL �■ + lip ■ F 1� + 9 ,r 0 AP 31_ ■ 46 %m + I F F.i 1■1 u ,r X w ■Y 4l 36 F - r ■ PIN Lt v m IL �■ + lip ■ F 1� + 9 ,r 0 AP 31_ ■ 46 %m + I F F.i 1■1 u ,r X w