HomeMy WebLinkAboutCHECKLIST - 06-00178 - 370 Oaktrail Dr - New SFRDate.-
FRAMING/MECH. CHECKLIST
Project
JobAddress-
Building
Permit Number: C�6 o� 7
The fallowing comments based on the 2003 edition of the Intemational Res_id__er�tial Dade s�
resolved before an occupancy hermit is issued. This carr�ction dist is not a building The �oufd be
of plans and specifications dies nod permit the rrioiation of any section ref the IntemationalResid�����a�
Code or any federal: state or local regulations. en��a!
Exterior
�'' Concrete Slaps {3 112 "min. thickness & 411gravelbase man.} R606.1
/"Braced Wall Panels she �F
€ ath�ng) (r�a�l or - 6 0. c. at edges & 12" v. c. in field.} Table 602.3(l)
/"�Adequate uplift control at floor linesheathin split Y2X ��� g p � on plate ❑r 'f 35 straps 4 0. C. mudsill to Muds)
Seismic hold-downs at garage panels <4 verde MAPA narrow panel design 'if <2'$") , hold-dow"ns must be, on
double stud or 3X with all nail holes filled. R602.10A
Foundation waterproofing to finishR g gradeR406A
7wg��Pcral space ventilation 1sfper15wOsf awl vapor barrier '1 sf per I 5-00s�} within 3' of earner R4Q8:1-�
-"" Cripple Walls {over 4' sized as 2 story, under 14 "must be solidly sheathed one side) R602.9
Mud Sill (bolts inproper locateon, nuts tightened, 2x2 x3/� � washers �condit�orial}, pressure treated or
redwood, joints blocked or under Muds at wall and gaps grouted or shimmed) R403.1.6,1 1 F�G�D2,1�1FrameA
Floor Sheathing and nailin T3/411 _all ,��� Yp• T&G on edges & 12 in field (perpendicular to joist }
Joist Spacing and .Size (as per plans).
.'Bearing (1-1/2" min. Lapning � & (3 min. where joists lap over wall or beam}
INoteNchin(�.epth-1/6g max., length -1/3 depth max., net in middle 113, ends- X14 depth max.} TJI.
NO
Boring (113 "d" max, >2" of top or bottom or another hole or notch} TJ1 see chard
r�
Cantilevers- Plor, reinforcement span anis acro as per plans.
Joists Under Load Bearing Partitions (shall be doubled as per Section 50
the joists shall be blacked 4'o. G.)
2.3.3, if plumbing space needed,
Girders and Beams has per pians, nailed or mechanically connected to frame and proper fearing)
.�` .!'aist Hangers (check, location & nailed properly}
/Draft Stop (required dor over 1.000 sq ft. of unusable space at floor/ce'lling)
�Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
tair Opening has per plan & properly supported with hangers or wails)
Stairs check rise- 7 314" max., rug- 10" min., vari,- 318 max, width -3t min. & he..adeoom-
i
/Wall Layout has per plans}
!' interior V11a11 Stud Spacing (load bearing is same as exterior), 24" a.c. max. -
...........
/Bearing Wall Window and Door Headers Bailin (edge lends)
/ Exterior B�a�ir�g 1A1011 Studqnnrina - walls car in roof #aad and • Zx4-16" o_c. 12' max �„ �.c.
I 1 �. ,. -1 no m.�v _ 7Y�irI ��� n � A M' mai.- 2x6-24 v_c. 1 G' max, one fiaor & roof: 2x4 �
LX4-G4 U.U. iv iiia ,_ -10- ...-
I Umax. , two.floors & rOOf,' 2x4-12" max 10' (Fig 602.3.2.(1-3))
min. 21)or Single Tvp Plafie (bearing wlin '�Double Tvp Plate Uoinfis Lapped
3" x5" steel plates w! 6 8d an nails each side� R602-3.2
& adequately tied ..-at joints by
Stud Notchin(bearing 25°/o max.) Borin 4Q°lo max, 518" miry- to edges (60% if doubled}
Fire Slacking (roof space line at wall, concealed spaces &.at studs over 10')
.
/Rrewalls (between duplexes & garagelhome) , firewall penetrations, elec. boxes- rated, ducts
26 gauge & not open to garage, door —20 minute rated ruin.
Roof
d0
Truss details (35# -snow load and 90 mph winds) See truss. etls
Roof Trusses (spaced and braced as per manufacturer)
Rafter'and Truss Tie -Dawns and ha_ nger5
//Rafters Lateral- Support (block at bearing when exceeding 5 to 'i
rule (2x1 2)
Roof Sheathing: Nailing ("H„ clips w1 7/16 31 edges -6" o.c., field -1 2" o.c.
here clear height > 30") Access(provide 22" x 3�" min. access w
r'
U
hap
Roof Ventilation(standard or 50 � is 3_ above eaves)
Mechanical (Rough Plumbing Insp. Done? )
_Manufacturer's installation instructions are with the appliance (IRC 106.1.2/M1307.1)
Equipment gas shutoff valves in same opm AFP exception) and within 6' of appliance pp (IFGC 409.5)
Sediment Traps (if not builtint02ppliance) at Furnace & W.H.(IFGC 4D8.4)
�iuct Supports and sealed metal - < 101 s ac�n — c � _ a� p g & Ffe� 4 mix (2 sag rn 4')
Clothes Dryer Ducts(solid meal duds, no screws extending into duct & Vend directly to outside)
�ctinsulation(insulation in non -condition. Space)
.ZR access 24" rein width /Attic access clear opening p Hing 2min (Under floor is 22x3G 30fi}
Pressure Regulators access; vended, flee fitting each side} {IF C 41p}
� Gas pipes not in ventilatingcirculating or air duct (IFGC 4041)
zMetallic gas pipe bends are smooth & free from buckling, cracks, or ether damage (IFGC 405.2)
pressure Test:
Gas Pipe Material:
Branch Lines.- Length
psi min duration
CSST Sch40 MP Copper
ft
ft
ft
ft
ft
ft
ft
To POD
ft
ft
ft
ft
ft
ft
ft
Ib pressure drop
Main mine ft Diameter
Diameter AppliancelBTU's (If known)
4
0
N
PI
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SINGLE FAMILY RESIDENTIAL
City of Rexburg
Department of COmmunity Development
1 E. Maill St. / Rexburg,I* 83440
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SINGLE FAMILY RESIDEN
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REXBURG-
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� Department
Dev
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19
E. Main St, I Rexburg., It 83440
Phone 208) 359-3020 Fax . - 022