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HomeMy WebLinkAboutCHECKLISTS - 04-00092 - 1114 Golden Willow Circle - New SFRDate Project, 15 Z'. Job Address: j//e-1 FRAMING CHECKLIST Building Permit Number: oil- 000g Z" 6 The following comments based an the 24Q0 edition of the Intemational Residential Code shu be resoled before an accupancy �errnit is issued. This c�orr��tion �fst �s not a Oudding permit. _ of pians and specifca�ivns does ot permit the violation of any section of the Intemation Code or any federal, sate or local regulations. g The approval al Residential Exterior �.�flncrete Slabs (3 112 " min. thickness & 4"IN gravy! base min.) V.LL.Braced Wall Panels(sheathing) o� sta ��12" pie _ � �. c. at edges & v. c, in field} uplift c+ontrol at floor dine(sheathin, s fit Qnplate�3.6, 1� a�' 1 / �C straps 4 o. c. mudsrll to studs) Seismic hold -dawns at garage corners <4' wide .24"�alferna�e braced �,�vail panels min - ganef both sides hold downs mist be on double stud or 3X Zvi#h all Waif hales filled) -Mk-� Z"'Foundation Water -proofing � Crawl space ventilation 1 sf per 150sf (w/ vapor barrier 1 sfer 1500sop within 3 of corner cliPpfe Walls haver 4' SEZ�+L� �S �` S�OC�+, under 14" must be ssheathed ached one side '1�1 � Mud Si!! (bolts in proper location, nuts tiahtened, 2„ "x31 �" was, pressure treaded or redwood jointsblocked or under studs at wail and gaps grouted yr shimmied}' Frame ,,Floor Sheathingend Wallin T3/4"_ F} 9 Grp. T&G 6 on edges & 7 Z in field) perpendicular to joist } MMW� Joist Spacing and Size has per plans) .Bearing (1-1121F min.) & Lappinq (3'" min. where joists lap over wall obeam) Hatching (depth -1/6 max., Length -1!3 depth max., not in middle X13, ends- 1i4 depth max.) TJI-NO 1 oring (1 f3 "d„ max, >211 of to or boftom or gee chart f.. XC2ntilevers- Breinfvrcement ��ran ands acin as per plans. 'r�ff' Plumbing, Electrical and HVAC (check for natchin, cuf�in an bvr�n 9 � g ofsts} Jvists Under Load Bearing Partitions {shall be doubted aser Se.....t��on 5D2.3.31 fihe joists shaft be blocked 4a. c.} P if plumbing space needed, �irders and Beams(as per Waited or mechanically connected to frame and proper bear -Ing) Joist Hangers (check location & Walled prop erly) Draft Stop (required for over 1000 sq fid. of unusable space at floor/ceiling) duct Supports and seated metal - < 101 spicing & Flexible — < 4' max €2'° sag in 4'� �Cloth�s Dryer Dints {salad metal ducts-, no screws extending into duct & vent directly to outs' de) �Duct insulation (insul. in Wan cond. space Basement Waifs (pressure treated or redwood sill plate properly fastened to slab) Mair opening has per plan & propely supported with hangers or waifs) Sta i rs (ch eck rise- 7 314" max., run- 10" min., vari.- 318" max, width -3' min.. ir A may. & headroom- 6 /Wall Layout (as per plans) � Exterior Bearing Wall Stud Spacing - walls carrying roof load only: 2x4-16" o.c. 12' max 2x4-24" o.c. 10' max,- 2x6-16111 o.c. 18' max,- 2x6-24" o.c. 16' max, one floor & Mot - 2x4 16 " O.C. 10'max., two floors & roof,2x4-12" max 10' (Fig 602.3.2.(1-3))I - r Anterior Wall Stud Spacing (load bearing is same as exterior), 2411 a.c. max,} Double Top Plate Ooints lapped min. z:) Singly: Top Plate (direct bearing & adequately tied at joints with steel plates) =%WStud Notch in25%bearing max.) BoriM40% max, 518" min. to edges (60% if doubled) Rearing Wall'Window and Door Fleaders Nail (edgelends) Firs Blacking (roof space line at wall, concealed spaces & at studs over 10') Firewalls (between duplexes & gc---irage/home), firewall penetrations - exec. boxes- rated, 26 gauge & not open to garage, door —20 minute rated min. Truss details- (35# snow load and 85 mph winds) See truss details Roof Trusses (spaced and braced as per manufacturer) l�4'Y"� j4A%1.� Rafter and Truss Tie -Downs and hang.ers MEVVPF-P_� Rafters Latera! Support (block at bearing when exceedin g 5 to 1 rule (2x1 2) Roof Sheathing: Nailing ("Hu clips w17r16"), edges -T o.c., field -1 2" O.C. ,,,Attic Access (provide 22" x 30" rain_ access where clew height > 30") Roof Ventflation (standard 1/150 or 1'/300 if 50 - 80% is 3' abase eaves) 0 I 12 Mar 0 W C, RESIDENTIAL PLAN C HECKI IC%T Date ... ?WPM*, y_ o y Project: Ch,rl.5 Job Address: Lew is 610tAe'vi, W%"11OW Building Permit Number Zoning: Z TZ,Z Number of Stories: Floor Area: 1qOO Si- .,,F�, gsM} , description: Ze,,5 . Valuation,, Permit Fee: P'an r -%'h ek Fe - -& 1 k--" ca The following comments based an the 200Q edition of the Intemational Residential Code rho before a building permit is issued. TMs correction .list is nat a b���dinpermit. The uld �e resolved specificat2ons does not permi-� the �iala�zon ofany �ec��on of ��e l��et�ativResidential approval of plans and state or focal regulatzaal Cate or any federal- -ns, Y 9 { Mr � s r A. Plans ^r' To Scale ' L� gi ble Piot Plan Y , Flood Plain /Floor 1 Foundat'on Pian Section 5hovv-ing construction details �U1 Building Elevatians Z-Deslgin Criteria (shall be identified an plans as 9,Truss Calculatioll sheets + A� ,rigor Joist Details I?/ 7raw% eyw 0 / Enear Ca�cu�aiio(R20�'gns .� &ChIT) [a Zoning (check one - in some cages Wind - 85 m.p.h., Snow -351b. Per sq ft.) � min '42 00 - FrLD� - Min 0sq.ft. 70 60 ft.r DR- x - 0 1100 SQ. �r. LL cis ase lI mi Duplex R I Offly - Conditional ' D. Set Backs (taken from eaves) z`�rroni Bei bac (3`2�i. prom curt jA vte: 6`0 % min at front vark green � Rear sei back (LDR 2 5 ft. & TDR1 20 ft.) - /0"Sides set backs (6" for every ft.. of bufldin hei�,Yht ig wig 1t - 7.5 min.. & LDRI - 6min.) Building-Hexght (maximum 30 ft. 1E.. moot;" � ��� roper Side haspeir axle40".3. Lid :) use //'Rebar (2-#4 cont- Inuous ) 1 500 pst % =ess soil type is known, I'a _q le 401.4.1 dor soil bearing) Girder Support Footinors �si�e as peer Table 542.3.4(2)) --rAMENE� /Footing Depthepih (36" below finished grade) F. F ndation Fau�..daiion wa1�.s w/ rebar (city ordinance) Foundation Drainage (foundations on sift soil shad be designed per Section R405) Waterpioofincy has Viper section R406) Crawl Space Ventilation/lInsulation =1 sq- ft- per 150 sf. within 3' of each corer (L_sti�la�� v�a11s no vents re ' c e //Osetsmic Hold Dotes and Braced Wali Panels (R602.10) . radxng (all yards shall nope avlay from house} window Wells clear horizontal and verti cai dim ensYons G. Frame �' Braced Walls (8602) Floors (check load bearing capa���Fity of joists as peer Ch 5 Jo ists Under Load Bearing Parti�io-ns (shall be doubled a /',Girders (Ch 5) Cantilevers (chuck for blocking.: ireinforcement, s arc n� .ands an on. dravnllgs) (m6nuf inst "nstr) Floor Sheathing (Ch 5) ZfExterior Wall (Ch 6) �Load Beari'ng Walls (Ch 5) /Bearing Wall. Window and Door Headers (deksign as per Tables 502.Z2) (Ch 5) Fire Blocking (as per Section 602. 8) (832 1) s ) 3 5 r Snow oof Trusses (Iesipned acCording toactul' Section 802.9 and braced as per �J Jr -W j ondillons 85 -mph w'nds i,,,,u.i 1k, McDar "Wzs02,b anir�� � IROR.'L-Downs low, -, r -O CIL � .. i 'nidi, k�a�� �ia3, )e` �RRoof sheathing has per Section $D3) (-R803) A�itie Access (provide 22`° x 30"min. access where attic clear height exceeds 30"),(R806) WE Ixtenor Covering SidinR %W, Brick or Stone Veneer I. Roof Cov�rin� and Ventilat�on Roof Ve ntl atiOn has per -R806) sphalt Shingles Slate SMnprles , M I, Clay, T1e or Concrete , Woad, Wood Shakes J. Firewalls Garage (a vne-hour fire -resistive separation betweenara � &house�� ) kR3 1) /I?oor from Garage to House (I (R321) "A" solwd wood, exterior metal or 20 min. rated fire door required) ,.—<Two Family Dwelling Separation (I hr. firewal YXxx ""324 It I�. General Requirements I -douse lumbers (R325) X0000 LI-ght and Ven�i�at�on (des"gn as per Section R303) _W nt:las le Worn at leat 1 other .bitable rooms min. r r men.(R.304) lee Vindows at Hazardous Locations vv/in 24""1of szde h raged deur frame (R308) ZWiiidow EgTe ss(IRU 1U xii Door (one exit door mist be 3611 wide) (Section R311) of 70 sf, mzia habitable land,,cr ricke-11 ,iYQ -rn -. 1/2" higher than landing)(R311) if y N req. t door D/N swing over stabs) (R311 Stair Rimse /Run. (710"max. rise � min. dread) /Stair Width (36" staiirway Headroom f6` 8TT M -n. � Handrails X34"ta 3 S'� above stair nosing)(R31 1) S ia�rway Protel-lion (enclosed acu,ossibIe spac�, under stairs sha11 be cove- with 1!2 drywall)(R31 1) 4000'6uardra1"ls/'TIandails (36" height,, mandato. a� 30" drop� or 4 or more, risers and 4" sphere max.�(R316) Smoke Detectors e-a-c-hbedr.(A.)mI. end com_mon area and one on eac h level (R 317) /0Mecha��cal �Fer�ilatirg Svstems ia battir OMLS � •• .-_ � d s�m��a� rocms)(R303) I1. Energy/Percentage of glazing #.o wall a��a �Ty�� A-1 =15%max o� use_aMMM".P".&_M IECC Tables 5022.4'(x) AVapor retarder on �arxx� in winter side of �va�ls, ceiling and floors 11ECC S �atez Heater head traps ECC 504*7 O'OFXDuct sealing and i.�.sulaiian IRC1103.E Plans match R andTJ values an � Ene�gy Calc's. Date r , r� IVA T A Date FINAL INS, .PECTION CHECKLIST Project: Gh,,-,`s zeis Job Address Building Permit Numqz7rbr: �-t�Z 16JO The following comments based on the 20D0 edifion of the Intemational Res resolved before an occupancy permit Ms issued. This correction list is -not a build of plans and specifications does not permit the violation of any section of the Code or any federal, stake or coca! reg�alation. idential Code should be ing permit. The approval Intemational Residentiel 3-12-03 r� IVA Y FINAL INS, .PECTION CHECKLIST Project: Gh,,-,`s zeis Job Address Building Permit Numqz7rbr: �-t�Z 16JO The following comments based on the 20D0 edifion of the Intemational Res resolved before an occupancy permit Ms issued. This correction list is -not a build of plans and specifications does not permit the violation of any section of the Code or any federal, stake or coca! reg�alation. idential Code should be ing permit. The approval Intemational Residentiel 3-12-03 4r jig 0 A I f OUTSIDE House Numbers(visible from the street) I Grade(yard �s s�o esloped away from foundation). Sidewalk & Landscape �tr� 5' ��p wide �11l11 � cif granular borrow (hill � 2"}} --7' LS strip ront Setback Coverage 60%'min green Wi-ndows - Covers and Screens(snall be releasable or removable from the inside for egress ZWindow Wells min. 24" clear out and abovewI Exterior Steps (7 3f4 " max. rise & loll min. tread) �Stairway Handralls 4 or more risers or over 3Q" (c4„ max. s pacing ofuprights) Guardrails {provide if over 3D" above floor/grade & 4" max sphere spacin for u r� hts 9 p 9 } Landings X36" x 36" min., (not req, at the top�f �h� stair if a door does of swing over stairs) .ZThresholds 1 X12" max. above floor or landing(7 314" max if door does na# „�Pswing over landings Qs�s �re� u� red to �� i�rea�ed, redwv�d or cedar if in contact of concrete l earth) /400ORoofing ono apparent leas, ins#alled�r ro p p iy and rooting as per plans) .-Masonry (iintels as per fable 7031,17, ..�Rvof Ventilation {as per plans) INSIDE, grecs Doors(all e cess9 doors must be able to open from inside without use of keys or fools} �indow Energy talc's: match h actual window Safety Glazing providedin all doors, within 24" of door arc and below 5(3", & in tub enclas ure Bathroom Ventilation neither operable window or fan fha# v dire Gly to outsi'de) V-...,_..,P.,Sinks, Bathtubs and Showers check for caulking, operation and leaks IN ZStairway Iflumi"nation(switch at top and bottom) ZSta i rs (7- 3/4 r1max. riser, 10"' min. tread. fnncinn 1 1 /A" ...:aL. LHa VVIL11 bUjjU nse.r,,_*,,.1 ndrails Cant X34" to 38"', 1 1/2" to wall, andg'rlp.''I �,�4" #0 2" dta_ gp n < 4{',Man alar s ace Guardrails 36" high and con#inuvus, Reqd 30" or more spacing, tn"ana ular s ace 6" sphere mix spacing} above grade or floor(, uprigIts 4" sphere max // Garage (Drywalled and taped, fire..Lwall penetrations and electrical boxes, do -or to hOUse 20 min, rated, ducts penetrating firewall must be 26 gauge min. & not open to garage} Z'EEgress 1�'llindows clear 2a" widt�� and 24" height, 5.7 sf min- openingw��h 44" max. sift �eight� Sm,ok� Detectors (in each sleeping room, outside in immediate vicinity and on each �stvrylbaserr�enf- a disconnimcting.,s witch} split levels (wlo dears), only vii upper flaor --a�l intercvnnected wltf�oufFoam Plastic(meets requiremerit of R318) ZwY/VW afar Heater Anchorage Sias over 4'with flex water conn. shall be anchored or strapped to building) star Heater Vend (check air flow with return in finished basement) Clothes Dryer Ducts (solid met�[l ducts, no Screws in duct & vent directly to outside) /DuctSu ports'(me:ktal d uds supported 10' rr�i n spacing &nen metal as per manuf. '�nstallation i n str.) p .Duct Insulation (duct in non conditioned areas shall beinsulated) //Gas Line Supports s acro 10'for up to 3I4", 12' for over I" and 6` fortUbing up to a 1 a 1 1/2 1 t t r arrbr _ � . .. .�6-a ®mss • _-, -., .,.�* a *, a g -PA. - - ; ' +. --. �_. � --� P , sig ._err -r1 •_ ' n a �, � br .. �..• a w.� � � a Ir rte, . lF� y � a.�J } � i• MP • v-.,