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HomeMy WebLinkAboutCHECKLIST - 04-00162 - 775 Pinehaven St - New SFRRESIDENTIAL PLAN CH..ECKLIST Date Project: arI2��.n��Rcwtes Job Address: rMM ?�r\ e-- koLveA Building Permit Number oy Oo I 4o Z Zoning: L p Z l Number of Stories: 1 44j/ c�V� F I --h. 3 s r^--- Floor Ar%Alaa: Description: Zem5 . Valuation: Permit Fee: Plan Check Fee: 5 F, The follow6 ing comments lased on the 200p edition of the Intemational Residential Code should be resolved before a building permit is issued. Thus -correction dist is not a building pen -nit. The approval of plans and specifications does not permit the violation of any sect' of the Intemational Pesidential Cote or any federal,, stake or local regulations. . , Wn 9t%eR%- -,, FS 1 1 tb Ix M Ft fe 35 p MA P. •" " It b 4i riti 1� . 1 ■ Fm 1 0 Y ra ■ Ot p NF ig m1 4� IL 1 rd I9 r � � �1 1 . Bpi 32 � s •R A. Plans /'To Scale Legible ed -11 Plot Plan Y I(N lood Plain /Floor /Foundation Plan 100e ection showing construction details �All Bul'Iding Elevations �Design Criteria (shall be identified on plans as Truss Calculation sheets ,4� Floor Joist Details Energy Calculations (R3 20 & Ch 11) 0 Wind - 85 m.p.h., Snow - 35 1b. Per sq ft,r B. Zoning (check one - in some cases LDR2 and MDR mayapply) LDR�,DR i Lot area —.LDR- 12,000 sq, ft. min. (width 80 ft. min) (width6O ft... m1n.).(LDR1 duplex - 10,000 sq. ft. min.) C. Use �ingle Family Duplex (LDRI only - Conditional use -permit? D. Set ]Backs (taken from eaves} fi�ront set back (3Z ft. from curb) �ote: 64°/o min of frontyard een �' //Rear sit back (LDR 25 ft. 4 CLDR1 20 ft.) > //Lssldes set i Buildin & LDR.1- 8,,000 sq. ft. min backs (6" for every ft. of building height with LDR - 7.5'min.., & LDRI - 6'min.) g -Height (maximum 3 0 ft.) E. Footings .�Proper Size has per Table X03. 1. 1, �Rebar (Z44 continuous) use 1500 psf unless so�� type is known, Table 401.4. 1 for soil bearing} Girder Support Footingssite a� s per Table 502..3.4(2)} ZFOOtffig Depth (36" below fimshed F. Foundation �Foundation walls wf rebar (city ordinance) Foundation Drainage (foundations on sift said shall be desio-ned per Section R405) Waterpiroofing has per section R406) =1 t)ei 15D sf. /` �./J, W e � 1 �y �✓wvv �� aL r rai vaaw v.a v.�n� ���r ��-�+�+� +� +� — � –�- ---- L within .3' of each corner (insulate walls no vents re Pff 'd �elsmi'c Hold, Downs and Braced Wall Panels (R602.10) with moisture barrier I sf. /00"Grading (all yards shah Mope away from house) /W'ndow'V�Iells dear horizontal and v�r#:ical �imensians of 24" min.} (ordinancu) G. Fxame Braced Walls (R602) check load beari�.g capacity- of j joists as pe� Ch 5)loors Joists Under Load Bearing Partitions (shall be doubled as per Ch 5) /Girders (Ch 5) �Cantflevers (check for blocki reinfo-rcement Floor Sheathing (Ch 5) /':OE�xtefior Wall (Ch 6) er 1500 sq. ft.) S and -on drawings} (manuf Inst instr) Load Bearing Walls (Ch b) Bearing Nall Window and Door Headers (design as per Tables 602.7.2) (Ch 6) /Fire Blocking (as per Section 602.8) (R321) //"�Roof Trusses (diesigned. according to Section 802.9 and braced as per manufacturer) 35 # Snow and 85mpli winds (focal Conditions) Rafter and Truss Hold -Downy (designed according to Section $02. 10 or truss manufacturer) (R802) Roof Sheathing (as per Section 803) (R803) /"'A'ttic Access (provide 22" x 3U" min. access where attic dear height exceeds 3Q"�( .�84� H. Exterivr Coverl*ng _ZSI"ding i or Stone Veneer I. Roof Covering and Ventilaflon .avf Ventilation has per -R806) ,Old" Asphalt Shingles Slate Shingles,, Metal,, Clay, Tile or Concrete,, Wood, V►Tooci Shakes J. Firewalls Garage (a owe -hour fire-iresistive separation between garage &douse)2I Door from Garage to Hauge I (R321) 3i4" solid mood, exterior meal or 20 min. rated fire door required} _4<Two Family,Dwelling Separation (I hr. firewall (R321) X General requirements -douse Numbers (R325) /Light and Ventilation (design as per Section R30j) ,0/ Minimum Room Areas(P-ne .room atleast I20 sf., other habitable ravens min. of 70 sf min habitable .10 rooms dimen. of i ft} (R304) /zndows at Hazardous Locations ,,vfin 24"" of side hinged door frame (R308) ��Vin.dow Egress (R310) � Exit Door(oeexidoxmustbe3� wider Section R31 1) a.ndings (a min. 3 ' x 3 ' handing required at each side of egress doors with thresholds not more than1 1I2" higher than landing)(R311) at bottom of stairs- No req. at top xf door D/N swing over stairs} (R311) StalnrRise /Run (7 3/411 max. nse & 101, Min. treads ,Stair Width (03'0611 min), Stairwav Headroom (6' 8" Handrails (34"to 38" above stair nosing)(R311) /000 Stairway Protection(enclosed accessiblespace under stairs shall be covered with 11 Z�Gtxardrailsl�Ha�.c�-ai�s X36" hel" 2" drywall)(R311) ght, mandatory at 30" drop or 4 or mare risers and 4" sphere rna.x.)(R316) �moke Defectors beach bedroo-m and common area and ------------- one on each bevel) (R 317) �%Mechan�cal Venti�a�ing systems �[in bathroams, laundry moms and s�m�lar rooms a3 i� � ,00eTercentaae of glazing to wall area (Type A-1-15%max or use IECC Tables 5-02-2.4(x) Z; vapor retarder on warm, in winter side of walls',, ceiling and floors IECC 502-1.1 Water Heater heat traps IECC 504.7 I/ Duct sealing and insulation IRC 1103.3 Plans match R and iT values on Energy Calc's. Date: /1- SO ly/ Project: 10� FINAL INSPECTION CHECKLIST Building Permit Number: The fallowing comments based on the 2D00 edition of the lntpmatinn;ql Piaiziriinniini Codeshould be reso�ved before ars occupancy permii �s issued. This correction dist is not a building permit. The apprava o pans and specifications does not permit the violation of any secfion of thoz InterrraHarraf Residefia Code or any federal, stake or local regulation. a 3-12-03 �7 a i �L F r� 21 + oil se % I r r.16 F ILA m q% la.;,t w to ps"'.1 AN re:q" q no 'L m AN J sow PC .- ji51 IL � �� � � ' •� ��a' � �'' � '' � ala � � � � � y ■ rPf r A 1j 31 1� f lip N M NJ 1i1 lid 6r 1 6r i OUTSIDE 7ZI4ouse Numbers (visible from the street) Grade (yard is sloped away from foundation) Sidewalk & Landscape strip 5' wide (VV/ G" of granular barrow (hill 12")) --T LS strip Front Setback Coverage 60% rnin9 reen �indvws - Covers a nd Screens (shall be releasable or removable from the inside dor egress Window Wells min. 24" clear (Qat and bove) well terior Steps (7 314 "max. rise & 10" min. tread Stairnra Handrails 4 or more -30"(<4" Y e risers or oyer max. spacing of upri,ghts) //OOGuardra��s (Prov'de if over 3011 above floor/rade & 4" rna�c s9ph,,, -,, spacing for uprights) ZLandings (3611 x 36" min., (not req., �t the topo� the s#sir if� a door does not swing over staErs} Threshalds 1 112" max. move flaw- or landing (7 314" max if door does not swing over landing) � Pests�e u�red #a be treated,( q redwood or cedar if in contact of concrete / earth) Roofing� a anent leaks installed PP properly and roafng as per plans} asonry (lintels as per table 703.7. 1 ) ZRO&'Ventilation (as per plans) INSIDE ZE!gress Doors(all � ress doorsg must be ably to open from inside without use of keys or tools) / Window Energy ca]c's: mach actual windoam� w /0. Safety Glazing provided in all doers, within 24" of door arc �� and below 5a , S� jn tuts encfo5ure MPMMMK_ / Bathroom Ventilation {either operable window or fan that vents directly to outside} S�nks, Bathtubs and Showers (cheek for caulking, aperation ar€d leaMzI) Stairway Illumination (sw'tch �t tcp end bottom)S ZsStairs � 3I4"xnax. ri �" -3/4"�,..� ser, ' � min. dread, (nosing t0 1 X14 with solid dsers) Handrails Cont (34" to 3811, 1 1/21, to wal(, and ri 1 �1�#" #v �" dfa. u_ pr�qt � �4'� urian alar s .ace 6" max) /,Givardrails 3+6" high and continuous, Req'd 30" or more above grade or floor(, uprights 4"sphere max Emmons" spacing, tdangular" space 6sphere max spacing) /Garage (Dry walled and taped, firewall penetrations and electrical boxes, door to house 20 min, rated, ducts penetrating firewall must be 26 gauge min. & not open to garage) egress Windows (clear 20" width and 24" height, 5.7. sf min. opening with 44" max. sill height) Smoke Detectors (in each sleeping room, outside in immediate vicinity and on each saorylbasement- s lit levels (w/o doors), only on upper -floor --ail interconnected w'thout a disconnecting switcn) Y�Foar Plastic (meets requirement of R318) Water Heater Anchorage (gas over 4' with flex water conn. shall be anchored or strapped to building) Iter Heater Vent (check air flow with return in finished basement) �Clllothes Dryer Ducts (solid metal ducts, no screws in duct & gent directly to outside) Zuct Supports -(metal ducts supported 10' min spacing & non metal as per manufi. installation instr.) �3uct Insulation (ductin non conditioned areas shall be insulated) ZGas Line Supports spacing 10'for up to 3/4", 12' for over 1"and 6` for tubing up to 1 1/2" Date FRAMING/MECH. CHECKLIST Project: Job Address:j7Z5 �l.�c�c Building Permit Numb,,,,.e" The followings comments based an the POOO edition of the Intemational Residential Code should be resolved before an occupancy permit is issued. This correction Fist is not a building permit. The approval of pians and specifications does no permit the violation of any section of the Intemational Residential Code or any federal, state or local regulations, r. r 1' 7 '-lair r k ML. a I 1 T I T 1 1' rs= qp br r L INg F ■ Y 1 ■ I AE x� �c IN �J r ' 7 � ■ Y 1 ■ I AE x� �c IN �J r I Exter'ior �C ncrete Slabs 1/211 min. thickness & 411 qravel base min.} t Br; ed Wa II Panes sheathing) (nail or staple - 6 1 o, c. at edges & 12" o. c. in field) /'Adequate uplift control at floor line {sheathing spin on plate or 1 Y2X 35" stras 4' o. c. mu p dSI to studs} �Seismjc hold-downs at garage corners <4' wide(alternate I>_ braced wall panels �4 min - panel both sides hold downs must be on double stud or 3X with all nail holes fillled) Foundation Water -proofing - Craw! space ventilation i sfi per 150sf ( vapor barrier 1 sf per 1500sf) within 3' of corner Cripple Wails (over 4' sized as 2 story, under 141S must be solidly sheathed one side •�'�� .Mud S'111 (bolts in proper location, uts tightened; 2"x2"x31�f 6" washers,pressure treated or rblocked or under studs at wailan a' -�"���routed or shimmedredwood, points g � 9 Frame Floor Sheathing and nailing Typ. 3/4" T&G - 6" on edges & 12" in field) perpendicular to foist) 'I�Joist Spacing and Size has per plans) 'Bearing (1 -112" min.) & La in .(3j min. where joists dap over wall or beam) Nntching [�'enf;n-i is max., zn de tip max.. n1/3.. �9�.. #� of �n middle , enas depth max.) Till -NO 260ring„�� {1/3 « d max, �2r� of top or bottom or another hole or notch} TJI see chart . `Gan#ilevers- Blocking, reinfiorcement span ands acEn asperplans. �s Joists Under Load Bearing Partitions (shall be doubted as per Section 502.3.3 i the joists shall be blocked 4' o. c.) f plumbing space needed, Girders and Beams has per plans, nailed or mechanically connected to frame andproper bearing) fir �CK� Joist Hangers {check location & nail ed properly} ! Y W/ Draft Stop (required for over 1000 sq ft, of unusable space at floor/cellinn) Basement W Is (pressure treated or redwood sill plate properly fastened to slab} 1�1��tair Opening (as per pian & properly supported with hangers or wars S ta i rs (r- hp r lor r i 7 1:11 A I I I I Wall'Layout (as per plans) Interior Wall Stud Spacing ICIA. j IU min.. rr206 3", width -3 in. & F (load bearing is same as exterior), 24" o.c, max.} Bearing Wall Window and Door Headers Nailin (edge lends) Exterior Bearing Wall Stud Spacing ,walls car 2x4-2.4 o.c. 1 0' max,- 2x6-1 6" o.c. 1 8' max, 2x6--2411 o.c. 1 6 max, one ffoor & roof: inQ roof load only: 2x4-1 6 11 o.c. 12' max 10'max., two floors &roo 2x4-12" max 10' (Fig 602.3.2.(1-3)) -Double Top Plate (joints lapped min. W) C.V1 Single Top Plate (direct bearing &adequately tied at joints with steel plates) :�" Stud Notch (bearing 25% max.) Bori 40% max, 5/811 min. to edges (60% if doubled} - 2x4 16" o.c. ire Biocking (roof space I at walk, concealed spaces & at studs over 10') Firewalls (between duplexes & garage/home) firewall penetrations elec. boxes- rated, 26 gauge &not open to garage, door —20 minute rated min. Roof Ile Truss details (35# snow load and 85 mph winds) See truss details /O/Roof Trusses (spaced and braced as per manufacturer) k Rafter and Truss Tie -Downs and hange.rs� Rafters Lateral Support (block..atbaring when exceeding 5 to 1 rule (2x12) /R ['H" clips 7/16 edges -611 o.c., field -12" O.C. oof Sheathing: Nailing ips W Ail Attic Access (provide 22" x 34" min. access where clear height > 30") '' Roof Ve�tila��on (standard 1 /1 50 or 1 /301D if 50 - 80%is 31 above eaves) ducts Mechanical /Equipment gas shutoff valves in same room (FP exception) and within 6" of appliance (IFGC 409-5) ,Z,Osediment Traps (it not built into appliance) at Furnace & W.H. (IFGC 408.4) Duct Supports and sealed metal - < 1 O' spicing & Flexible — < 4' max — (2" sag in 4') -Clothes Dryer Ducts (solid metal ducts, no screws extending 'Into duct &vent directly to outside) y�' Duct insulation (insulation in non -conditioned Space) Room access 24" min width / Attic access clear opening 20x3d min (Under floor is 22x3Q}(fNCC 306) Pressure Regulators ( access, vented, tee fitting each side) (IFGC 410) Gas pipes not in ventilating or circulating air duct (IFGC 404.1) Metallic pipe aas bends are smooth& free from buckling, cracks, or other damage OFGC 405-2%-I