Loading...
HomeMy WebLinkAboutCHECKLISTS - 04-00090 - 271 Mark Ave - New SFRIM RESID KLIST Project,, ,5wuM+�nu--s� Job Address,: ,2? f ftl,,, k Dr, Building Permit Number Zoning. LD R - Number of Stories: Floor Area: Descripllon,, Valuation: Permit Fee: IGS _ Flan Check dee: 6al5e4w"4- The f�ving comments based on the 20a0 edition of the International Residential bode should be resolved before a bulolding permit is issued. This -coffectlo,n list is not a building permit. The approval of plans and specificatYons does not permit the-olat'van of any �ec��an of the Intemational Residential Code or �.n sate or local regulations.,y federal, il 1111111PIL:111111 11, NEW Ill i a ISI S hl �r r Ir IL arr r3, ' w F a Q � All Y � Of low A k1 %4z • , IN Y ■ ■ m Or L% A Ll imm FW •;' — F Y y Or F � 9 Pr pr ■ � 1 is ■ Fit km IM It 19 pq all JL Im PL r NIP 1 "IIL� 1� ■ 1 � � 1� CI 49 f *'061E 5 i A. Plans _To Scale _Legible /Plot Plan YI�j Flood Plain /Floor / Foundation Plan Sectionsho wInI4 construction details ZP I Building ElevationsfrrLcr,-'I� � Design Crite,r�a (shall be identified an plans as 0 Truss Calculation Sheets ZFoorJoIqs,tDetails � Energy Calculations (R320 & Ch 11) Wind - 85 m.p.h., Snow - 35 1b. Per sq ft.) IR. Zoning (check one - In some cases LDR2 LDR _ _y '~ voo" t area LDR, y + yI �" rti rte.. r a� LDRI.,UVO �.� . (Ivi M'TI)8 �� � ILAW (I nR ,Y��^-�ryr �?'�I +rte■ .r! q. ft in.co Single . I --.—DuPlex (LDR I OPIYO Conditional A t Backs (taken from eaves) ' . ti d" 00% ,rte �, r. y � 000 sq. ft. m" l A VI1L �� L jIL;X �jz IT. rrom curbs Ai ote: 60% M�. 0 tront yard green �ear set back (LDR 2 5 ft. & LD 7 0 //--�Qtides sit backs (6TI fO-r every ft. of building height with LAR - 7.5' min., & LDR1 - 6'Min.) Bu"W4ng-Hexght (maximum0..-) Ew Fnwofilngs ,-,o'Praper size has per Table 4u3. 1. -1, use l5-00 psf unless soi knotype �s Xvvn, Rebar (244 continuous) ZCG,iirder Support F(size as per Table 502.3.4(2)) F oating Depth ��6" below finished 2rade abie X01.4. 1 dor soil bearing} F;Foundation F undatian walls wl reba.r (city ordinance) Foundation Drainage (foundations on sift soil shall be designed per Section R4{15) /.VWaterproof nhas per section R406) Crawl Space VentilationjInsulation � 1 sq. ft. per 15 [� sf. (with moistu�r� barrier vlthin �' of each corner (*nsulate walls no vents re ' d) 01 /Seismic H- old Dowrns and Braced Wail Panels (R602-10) /Grading (all yards shall �Igpe away fromhouse) 1 sf per15mouq. ft.) W'Indow Wells clea-r hor-I'zontal rialdimensions (nrdinanipe i G. Frame ,,�Bzaced Ovalis (R602) /Floors (check load bearing rapacity of joists as per Ch 5) Joists Under Load Bearing Partitions (shall be doubled as per Ch 5� G lrders (Cb 5-` Cantilevers (check for block �n� reinforcement , s acxn and §pan on drm-vings) (manuf Inst �nstr} Floor Sheathing (Ch 5) (Exterior Wall (Ch 6) zoad Bearing Walls (Ch 5) ;,�Bearing Wall Window and Door Headers (design as per Tables 602.7.2) (Ch +b) �Fire Blocking (as per Section 602.8) (R321) //Roof Trusses (desi�ymed according to Section .802.9 and brair,.;ed as per manufactarer) 35 # Snow and all 95mph Winds (Loca" Con W 'I f-�. •--uss ,�, iz-% crarer �.� Ae% ,�, Ho -Mf -1 j,;o,vwj-,z- x�"v�ws.-,zac-tri*ftd t - A L 6u_z. ju ►_' � � -�. LiLL4 r-rLvases,t7� �Roof Sheathing (as, per Section 80,p") (R803) Attic Access (provide 22" x 30"min. access w:��re a�t�c dear height exceeds 4 0")(�tSO6) H. Exterior Coverj]ftcr �idiqng tn � Srick or Slone veneer Z. oof Covering and ti�a��on Roof Ven�zlation has Per -R806) /�Asphalt Shingles Slate ShInales, M��a�, C,av �i�e o, r Concrete', Wood, _ Wood Shakes J. Firewalls /.�Garage (a one-hour fry -resistive separation between gara,ge Door from Garage to House(I (R�21) & house) (8321) 314" solid wood, exterior metal or 20 m.in, rated fire door required) /</Two Family Dwelling Separation (I hr. firewallIIM33�1 K General Requirements ouse Numbers (R325) . ,ZLight and Ventilation (design as per lection R303) e . XMi-kilin-lum ane r �.rooms dimen. of 7 ft) (R304) + I� .� 14 , of 70 l min habitable Vin-dows at Haza-l"dous Locations w/in 24" of side lunged door f rame (R308) ZWindow Egress (831 0) Z.Exit Doer (one exit door must be.3611 wjdeSection 11 \ } T - ri 1/2" landi .1� 1 • � VAI. #11 ng),(R311) at boftom of stairs- No rea. at ton if door D/N swing over stairs) (R31 1) A X Stair Rise 1 Run (7 31`4" max. rise & 1011 (6t K MIT1.) /'�ftandra4ls (`4 1 .3 11to"811 min. tread) ir Width (361P min), Atairway headroom above stair n.asing)iR3i�} 'Stai�w�.y P�atec�ion (enclosed accessible -space under stars s�.a1l be covered with Guardrails 1/2'.1 drywall)(R311) /Handralls (3G" height, mandatory at30" drop or 4 or more risers and 4" sphere max.) R316 Smoke Detecto rs (eacb- bedroom and cornmQd ane 0n each("'al Veir'"latir Mec�talliu _tc, g y terms ��� bathroom - laundry rooms and sim'lar rooms -203 L. energy Percentage of glazing �o vva�l area �T�pe A-1=15%max or use ��� Tables5�?.�.4 x� Vapor retarder on warmin winter ��de of walls, ceiling and floors IECC 50201*1 Water Heater heat trans : CC 504*7 Auct sealing and insulation IRC 1:x.03.3 Pians match R and U values an Energy Cale's. Date: 6.- 3—Dy Pro's ject: Job- Address FINAL INSPECTION CHECKLIST i Building. Permit Number; the fallowing commends based on the 20�D ed�t�on t�� Lite lr�ternatior�al f2esidentea,1 Code should resolved before an occupancy be � Y rs Tars correction is not a buil�ing permit. Tie approval of plans and specifications does not permit the vi�lafion of any section �f the Intemational ResidentialGvc�e or any �edera�, sfiafie ar �vcal r�gu�atian. 3 3-12-03 A. B 3 i��rip f A. B 3 i��rip OUTSIDE_ A&House Numbers (visible from the street) ZO-10� Gude 0rard is sloped away frOM fOHnrintinn) Sidewalk & Landscape Strip F v��de {W/ 6" of ganufar harrow (hill 12")) --7' LS strip Frond Setback Coveracie,6 Q% min green Z Windows - Covers and Screens (sha I be releasable or removable from the inside for egress ..Window Wells min, 24" clear (out and above) well // eExterior Ste ps �7 314 max. rise & 10" min. tread] StairwaY or more r�s�rs or ever 3011 (<41Fmax. spacing of uprights) , Ge�ar�fr�i�sre�v�deifver3(o�0 above flov�-lgrade & 4 max sphere spacing dor uprhL ights) .� Landings�F x 36 min., knot req. "at the top of the stir if a door does not swing over stairs Thresholds 1 1 12" max move floor or �a�ding �7 3l4" max if door does not swing over landing) ,POStS (required to be treated, redwood or cedar if in contact of concrete 1 earth) ,,,v ---.Roofing env apparent beaks, installed properly and roofing as P., pians] Masonry (lintels as per table ZRoof Ventilation (as.Der Pans } INSIDE „ (ail Egress Doorsegress doors must be able to open from inside without use of keys or to,011z)) /.�Window Energy caic's: match aqua[ window --,/,-afety Glazing in a��24" Boars, within of door arc and below 60", & 1n tub enclosure M� Bathroom Ventilation neither operable window or fan that vents Bir ectiy to outside} Sinks, Bathtubs and Showery (check for caulking, operation and leaks) -.5tairWay Iflum'ination (switch at fop and bottom) Stairs (7 314 fo max. rise, 1 p," rain. dread, (nosing 314"to 1 1/451 with olid " nsers} .,/Handrails Coni (34" to 38" , 1112" to ward, and grin -i X14" #0 2" dta, u�n�� �.",trian lar space 611 max) Guardrails 35" high and continuous, Req'd 3D" or more above grade or floor(, uprights 4" sphere max spacing, trianqular space 6" sphere max spacing) Garage nary walled and taped, firewall penetrations ducts penetrating firewall mint be 26 gauge min. and electrical boxes, door to house 20 min. raked, & not open to garage) Egress Windows (clear 20" width and 24" height, 5.7 sf min. opening with 44" marc. sill height) '01 �. moke Detectors (in each sleeping room, outside in immediate v�cini#y and ars each stvrYl�asen"�en#- /�S s lit levels (w/o doors), only on upper floor --all interconnected without a disconnecting switch} Foam Plastic (meets requirement of R318) Zater Heater Anchorage gas over 4'with flex water conn. shad be anchored or strapped to building) /water Heater went (check air flow with return in finished basement) zlothes Dryer Ducts(solid metal dints, no screws in duct & vent directly to outside) 'C Duct Supports -(metai ducts supported 10' -min spacing & non metal as per manuf. instaliation instr.) Duct Insulation (duct in non conditioned areas shall be insulated) �as Line Supports spacing 10' for up to 3/4 12' for over 7" and 6' for tubing up to 1 1/2" -.3 �LN r . _ .- F L• may,, 4 } a '� ,T .r y 4 "� z. _ ° , i+. ;�F ; 56 T 'r.,° . s •' , • _ a _ y . .: 7"�' IL -jt , Date Projec w t: SLmrtec5 FRAMING CHECKLIST JobAddress.: Z7 / MArk Building Permit Number: �Y-oi-o3 The following comments based on the 2000 edition of the Intemational Residential corlzresalWed befiore an occu ancis should "be occupancy permit issued. This correction first is riot a building permit. The approval o� plans and specifications does not permit the violation of any section of the Intemational Code or any federal, tate yr local regulations. Residential i ti ■ F L L � 1 1 W i ■ T?-1 1yl l;.bf �r 14 =W cr ix A .- .- WX RM ` W3 9Q1 1 `i ` WM A aF ib"' R ds a FCE Fo-!v MWE l F L' m ty go v IFC =' Mi D 1� Wr �a �r �1 MR a 0 Exterior Concrete Slabs (3 1t2 " min. thickness & 4" gr ve� base min.) ,��Braced Wall Panels(sheathing� {nail o�- stasis - fi'� o �. a# edges & 1211 .. �v. c, to fiela) Adequate uplift control at floor line (sheathing split on plate or� 1 %z X 3�'= straps �' o. c. rnudsill� rto stud) ismic hold-downs at garage corners <4' `rvidea lternafi� braced hard downs must be on double� wallpanels 24" min - paned by#h sides stud �r 3�4 ��#h all il holes filled) �Fvundation Water-Droofina Crawl spare vent1fation 1 sf per 15asf awl va or barrier 1 } p sf der � 50�s� within 3 of corner Cripple Walls hover 4'sized as 2 story, ender 14" must be solidly sheathed one side //Mud Sill (bolts in proper location, nuts tightened, ZxTx3/16" washers, pressure treated or redwoo blocked or under suds a� wadi and daps grouted or, shimmed ) joints Fra e .. Floor Sheathing and nailing Typ. 3/4P T&G - 5" on edges & in fiperperndiculareld� to foist } Joist Spacingand Size has per plans) .Bearing (1-1/21t min.} & La in �3" min. where JOIStS lap over waft or beam) zoo"Notching (depth -116 max., lenath-1/3 depth marc., not in middle 1I3 ends- X(4 depth max.} TJI-NO �Baririg (113 "d„ max, >2" of top o bottom o snot her- hole or no ch, TJ1 see chaff Cantilevers- Blocrein€orcemen# soman and spacina. as par pians. Plumbing, Electrical and HVAC (check for �v#thing, cutting and boring of joists) ,Joists Under Lead Bearing Partitionsha11 be doubled as per Section 5,2.3.3, if Plumbing space needed, the joists shall be blocked 4` o. c.} ._,Girders and Beams {as per plans, nailed Or / mechanica!!y connected to frame and proper bearing) ,foist Hangers (check location & naffed properly) e__ � Draft Stop (required dor over (spas ftof q. unusable spare at floor/ceiling) Duct Supports and sealed me - c �al 10'spacing & Flexible — � 4 max— (2" sag in 4') lothesCDryer Duffs salrd metal ducts, na scrsws extending into duc# & gent direCtly to outside X.Duct insulation (Insul. in non Gond. space Basernent Walls (pressure treated or redwood gill plate properly fastened to slab) Stair Opening has per pian & propedy su Stairs (check rise- 7 314" mai., run- } .A Wali Layout has per plans) May. 6, 0 pported with hangers or walls) 10 " min., vari.- 3/8" max, width -3' min. & headroom- 61-811) G..+ar;r�r Rn-nrinn 11411[ qfl ld SDaCIfI❑ - walls CaCrvin roof load on 2x4-1641 o.c. 12' max - 2x6-16" o.c. 18' max- 2x6-24" o.c. 76' max2x4-24" o_c. 10'max, 1Umax.two floors & roof.-- 2x4-12" max 10' (Fig 6,02.3.2.(1-3)) one floor & roof: - 2x4 16 it O.C. Interior Wall Spud Spacing Toad bearing is same as exterior), 24" o.c. max.} Double Tip Plate 0oints lapped rain. Z} �� _Single Tod Plage direct bearing & adequately tied at joints with steel plates} dud Notch�n�_(bearing 25% max.) Boring40% max, 5/81) min. to edges (60% if doubled) ..�'' Bearing Wall Window and Door Headers.Naili hedge lends) /Fire Blocking (roof space line at wall, concealed spaces & at studs over 1 OP) Firewalls (between duplexes & garagelhome), firewall penetrations - elec. boxes- rated, ducts — 25 gauge & not open to garage, door —20 minute rated min. RQof ��Truss details- (35# snow load and 85 mph winds} See truss details Roof Trusses (spaced and braced as per manufacturer) Rafter and Truss Tie -Dawns an ��-.hangers.,.! .� Rafters Lateral Support (block at bearing when exceeding 5 to 'l rule (2x12) _ei/ Roof Sheathing: Nailing ("N" clips w! 7116"), edges -6" o.c., field -12" o.c. ,./Attic Access (provide 22" x 34" min. access where clear height > 3011) Roof Ventilation (standard 1115a or 1/300 if 50 - 80% is 3' above eves) 12 Mar 03 J