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HomeMy WebLinkAboutCHECKLISTS - 05-00338 - 667 Meadowbrook St - New SFREFRAMING/MECH. CH.CKLIST Project: /�/;���; s� Job AddreSs- Building Permit Number: orS­ 3,30 The following comments .based on the 24Q3 edition of the Intemational Residential Cade should be resolved before an occupancy permit is issued. This correction list is not a buildi ng permit. The' 8pproval of plans and specifications saes not permit the violation of any section of the International Residential Cade or any federal, state or local regulations. Exterior -----' Concrete Slabs (3 1!2 "min. thickness,& 4"' grave'l'base min.} R506ml Braced Wall Panels(sheathing) or staple , o. c. at edges & 1211 0. c. in field) Table 602.3o) ZA�fequate uptif� contras at floor fine(sheathina split ori plate or 1 .� X 36 straps 4 a. c. mu sill to; studs} .Seismic hold-downs at garage panels. <41 wide (APA narrow pane! design if X2'8"), hold-downs rust be on double spud or 3X with all nail"holes filled, R602.� a.4 ZF(oundation waterproofing to finish gradeR406.1. Craw! space ventilation Isf per 150sf (w/ vapor barderIsf per 1500so-withi-n 3' of corner R408-1 2 Cripple Walls (over 4' sized as 2 story, 4"must be solidly sheathed one side) R602m9 _Z'._Mud Sill (bolts inproper location,2.73 nubs tightened, x� x3/161i Was {conditional}, pressure treated orredwood, joints blocked or under studs at wadi and gaps aroutedor shimmed) R403.1.6.1 1 R602.11.1 Frame Floor Sheathing and- nailingTyp. 314" _ �� f�T&G 6 on edges & 12 an field (perpendicular to joist) ,Zioist Spacing and -Size (asperplans) 13�aNng (1-1I2" min:) &La;DpLina (31 min. where joists lap over wall or beam) Notching (�Oepth-1/6 max., lencith-1/3 depth max_, not in middle 113, ends-- 1/4'depth max.)TJX Boning (1/3 "d„ max, >2„ of top or bottom or another hole or notch) TJ1 Cantilevers- Blockin ,reinforcement span ands acin as per plans. see chart .,'`Joists Under Load Searing Partitions (shall be doubled as per Section 50 the joists shall be blocked 4' o. c.) 2.3.3, if plumbing space needed, irders and beams has per plans, Wolfed or mechanically connected to frame and proper bearincl) joist Hangers (check location & nailed properly) �Draft Shap (required for over 1000 sq ft. of unusable space at floor/ceiling) Basement Walls (pressure treated or redwood gill plate properly fastened to slab) C! r,;inc, 4=r Inn Pv nrnnerlV suoeorted with handers or walls) . Now ------ LO I Stairs check rise 7 314" max., run- � 0" min., vari.- 318" max, width -3' rain. & headroom- 6'-8"} Wall Layout (as per plans) nterior Wall Stud Spacing (load hearing is same as exterior), 24" o.c. max.} eeollr Bearing Wall Window and Door Headers Nal.1in (edgelends) ,Ex�eri�r Bearing 1Na11 Stud Spacing - walls carrying roof load only: 2x4-1601 o.c. 12'max 2x4-24" o.c. 10' max,-- 2x6-1611 O.C. 18'maxz 2x6-24" o.c. 16'max, one floor & rQofi. - 2x4 16 o.c. 10'max., two floors & rOOf d max 10' (Fig 602-3.2.(1.3)) / n„"hten Tr% Pi�:;t=_ lining canned min. 2') or Single Top Plate (bearing wlin 'I" &adequately tied -at joints by 3"x6" steel plates w/ 6 Sd on nails each side) R602.3.2 Spud Notchinajbearing 25% max.) Bonin 40% max, 518" min. to edges (50°/o if doubled) ire Blocking (roof space line at wall, concealed spaces & at studs over 101) )Firewalis(between duplexes & garage/home) , firewall penetrations - elec. boxes -.gated, ducts — 26 gaugIe & not open to garage, door —20 minute rated rain. Roof Truss details (35# snow load and 90 mph winds} See truss.,deta.ils Roof Trusses (spaced and braced as per manufacturer) Rafter and Truss Tie -Downs and hang.ers Rafters Lateral Support (block of bearing when exceeding 5 to 1 rule (2x1 Z) Roof Sheathing: Nailing ("H" clips w/ 7/16"), edges -6" o.c., field -1 2" o.c. Attic Access (provide 22" x 30" min. access where clear height > 3D") Roof Ventilation (standard 11150 or113p0 if 50 � 80% is 3' above eases) Mechanical (Rough Plumbing Insp. Dong? ) Manufacturer's Installation instructions are with the appliance CIRC 106A.2111VI11307,1) Equipment gas shutoff valves in same roflrn (FP exception) and within 6' of appliance GC 409,05) Sediment Traps (if not built into appliance) at furnace & W.H. (IFGC 405.4] Duct Supports and sealed rn� < 101 spacing & Flees — < 41 max — (2" sag in 4'} Clothes Dryer Ducts (solid metal ducts', no screws extending into duck & vent directly to outsides Duct insulation (insulation in non -conditioned Space) Room access 24 " min width /Atfic access clear opining 20x3O min (Under Floor is 22x3O)(IMC 3U6) Pressure Regulators (access, rented, tee fittin'g each side) (IFGC 410) has pipes not in ventilating or circulating air duck (IFGC 404.1) Metallic gas pike fiends are smooth &fres from buckling, cracks, or other damage �IFGC 405w2) Pressure Test: psi min duration Ib pressure drop Gas Pipe Material: CSST Branch Lines., Length IT, ft ft ft ft ft ft Sch40 MP To POD If, ft ft ft ft ft ft Diameter Main Lire ft Diameter Appliance/BTU's (if known) _ _ w Nil WT! 3 111 1 - i a 14 1 t' at fid Eft PIN L■ M 3W- Id d: I A Old S! r;w 1■1' In Ph0 K. ■1 Y 1. = $ R I ' I lie. I a R ff SL M. 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Ed * _`_ I M r MP MEN■oiltl, 1118 �-"� 1 ` . 111b KIM ' ' #� r �` ILL i l P. %_ h1 IL !M OT Ilk IN ow pp NOR III saw M IN! hTr SE n IN it ur tea' 10 14 � it - � � � ■ 7 ■ _ 17 + J _ i Y i + F 7 1 Y IL 6011 rti40 All. ff 0 ps ed 41 NINE at ` i EdIN 1" ■ . IN dq u 72 ` i �+ R' , IN of 7 NIP F ' kG y if r NIA pa ry R "r s M 4 NL # r0 ; c ME , ` 'Ji ' p& A 3�f ' LF �+ 1111 0: rL IF 41 + Fr i Date: Prog eco: Zoning, RESIDENTIAL PLAN CHECKLIST (2003 International Residential Code) Building Permit Number: ass o0 3�g Job Address: 7 4�lea��uJ fjr7rd� �f . Number of Stories., Z— Basement*�e No/Fin. Unfin. Fixtures: Floor Area (sf) - I7-, fxnis�ed, (�77- unfinished, garage Valuatione $ Permit Fee: $ Plan Check Fee: $ The followinc,,, comments based on the 2003 edition of the Intemational Residential Code should be resolved before a building hermit is issued. This correction list is not a bui Iding permit. The approval of plans and specifications does not permit the violation of any section of the Intemiational Residential Code or any federal, 0 state or local regulations, PLAN CHECK A. Plans F-� e000 �To Scale ZLCegible lot Plan YN lood Plain Floor /Foundation Plan Section showing constritction details All Building Elevations Design Criteria (shall be identified OR plans as Wind -- SS m.p.h., Snow - 3 S lb. Per sq ft .) ZTniss Calculation Sheers &Floor Joist Details 10� //Mechanl'cal Design Energy Calculations (8320 & Ch 11) B. Zoning eck one - in some cases LDR2 and MDR may apply) LDR T.DR1 T.ot area — LDR- 12,000 sq. fr. min. (width SO fl. min) & LDRI, 8, 000 Sq. ft. 1111n ('Vvidth6O ft. min.).(LDRI duplex - 10,000 sq. ft. min.) C USe Single Family Duplex (LDR1 only - Conditional use pennit? D. /" Backs (taken from eaves No -tee Frant set beck X32 ft. from curbs 6D% min of front yard green 'Rear set back (LDR 2.5 ft. & LDRI 20 ft.) /Sides set backs (6"' for every ft. of building height with LDR - 7.5'min, & LDRI - 6'min-) Building -Height (maximum 3 0 ft.) E. F otings /Proper Size (as per Table 403. 1, ,Rebar (2-#4 continuous) t Footing Depth (36" below use 1500 PSf unless soil Type is known,, Table 401.4.1 for soil bearing) finished grade and 12" below undisturbed soil; 18" to top of slab — interior) 7F. F ndatian Foundation walls wl rebar (city ordinance) 1. f 2" Anchor Bolts with 2"x 2"x 3/16" square washers �in�1. inierior bearing v�ralls) R403.1.6.1 , � Foundation Drainage foundations on sift soiX shall be designed per RHOS} Damp proofing/Waterproofmg to finish grade. R406.1 (fnd. extends G" min. above grade R404.1.6) �C,irawl space access of 18 x 24"' min. X448.3 (may differ if mech appliance is in crawl space M 13 0 5.1.4) ----Cra�vl Space VentilationlInsulation =1 sf vend per 150 sf. Lwith xjoisture barrier within 3' of each corner (insulate walls vent to inside of home) R4089.2 �` Grading slope away lc from house. R401.3 Y game Seismic Hold Dawns and Braced Wall Panels (R602*10) i Zflooxs joists sized as per R502.39 Wood I joists sued per manufr• /-O,Joists LLoad Bewaring Partitions shall be doubled. R502.4 Giirders sued per R502-.5 or per manufr. Tables for engineered products Cantilevers (comply with X5(}2.3,3 or :manurr histructiou) 1 sf. er 1500 s L . ft.) and Floor Sheathing (,D14-`% min for foists 24"' oc & 5/8"' for joists 16" oc) 8503,1 '.1 eo Z'Wail (bearincy and nonbearing) stud sites, height & spacing per Table 6Q2.3(S) R602.3 ..�Neadeirs in Bearing Wali shall be de signed as per Tables 502.5(1&2) R60297 ,o" woof Trusses (des�ed according to R802.- 35 � Snow a . . and 94 mph winds (Local Conditions) 'Rafter and Truss tie-dowms. (R802.10..5) % Attxc Access 22" x 30" min. .,� apen�ng �R8 07) H. E terior Covering ,MasonTyand stucco shall have weather resistive baiTier over exterior sheathin �. Roof Covering and Ventilation .`SRoof Ventilation as per R806 g 8703.2 & 703.9.1 ZA.4,phalt Shingles (slope>1-i 12) w/ ice protection. (Other type: to comply w/ R905.� I�Firewalls GaragelHouse drywall separafion (protect ext. wads & beams supporting hab*tabl--- space) R309.2. Door from Garage to House (13/8-11 solid wood or steel door:, or 24 min. fire -rated door) R309.1 '-Two Family Dwelling Separation (f hr fire CP aion') Supporting structure also rated. 8317.1 Twin homes & Townhouses (2 hr separation & 4' overburn protection or parapet)R317.2 '—One hr walls parallel to and within 3 ft of property line wl NO openings. R302 ""'�Penetrations in previous 3 Mems tO comply with R3.17.3 K. G n+erai Requirements Dose Numbers X321 f, 41-111alf Openable 3 s window or Mech. Ventilation in batbxooms, water closets, and simxhir rooms. R303.3 X/Interior and exterior stab illumin-ration shah comply with R3016. 'Bathroom Fixture ciearances comply p Y wx�h 8347.2 ,r'`U'ne iroom at least 120 sf.; Other habitable roams 7a sf. min wl a xnin. dimension of 7 ft. X344 *areas w1sloped ceilin,,gs less than 5 ft in height &furred ceilings less than 7 ft DCS .ATC]T cam l 'SSD% or more of the r�qui�ed area m�cst be at feast eft high in rooms w�,�Iap�d ceiling .�.Y --.�- Egress clearance foam window veils under cantilevered floors. R310-2 Glazing at Hazardous Locations 8348 Emergency Egress in all sleeping roams and basements with habitable space R310 "o�_ �pne requo�� ired Exit Door shall comply with R311.4 /,"Landings a1: top and bottom of Aiazways X311.5.4, and each side of each exterior door. R311.43 i� Stair mise 1 Run (7 314" max. arise & 14" min. tread, nosing req' d if X1 1 "} �`�5tair Width (3 G" min), �5tairway eadroom (b' 8" min.) "Han r i Is (34"to 38" above stair nosing)(R311.5) Special conditions far circular, spiral and winder stairways and bulkhead enclosures X311.5.8 X.Stairway Protection (enclosed accessible space under stairs shill be covered with ].l2" dry wall) R311.2.2 / Guardrails complying with 8312 Handrails camply'n� with R3� I .5,+6 /Smoke Alarms (each bedroom and common area and one an each levet) (R 313) L. Energy withglazingC 1S�/o 0f gross areaarea of ext. walls (Ta'�7%'11�14LiSeS C 25%) to comply wl Chapier 11. HOI1les w — *Utherwise shall meet requirements of IECC foY respective building type. N1101.2 Vapor retarder on warm in winder side of walls, ceiling and floors 8318 � *Water Heater heat traps IECC 504.7 Zuct sealing and insulation N1103.3&4 or IECC 503.3.3.3, 503.3.3.4.3U Pans mach quantities & values on a "passing" M. Mechanical "71 REScheck compliance report as appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G2406.2 GRoom acres s 24" min width/Attic access clear opening 20x3O[Under float r.o. 22x34.. M1305 4) bvk 5� 0—.Potential vent connector offset > 75% of total height (Exception provided by G2428) G2427.6.4 Dryer Vent length 2) max wl S' transition (-5' per 90 deg turns) M1501.3 xng. G2413 Gas `paint of delivery" and material used to determine pipe siz