HomeMy WebLinkAboutCHECKLIST - 03-00080 - Parkside Townhomes - New Townhomes Bldg 5 & 8a
Date
Project.,- Pa
Ell
Building Permit Number: X03- // a�
FRAMING CHECKLIST
The following comments based on the 2000 edition of the Intemational Residential Cade should be
resolved before an Occupancy permit is issued. This correction [iso is not a building�of plans and speci€ications does notpermit the viola�i permit. The appravai
an o� any section of tie lr�ter�a�ional 14eside,�tial
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Exterior
.Concrete Slabs (3 X12 " min. thickness & 4" cra vel base min.)
Braced Wall Panels�s��ath�n�� �n��l or stapi� - �if o. c. at edges & 12 !1
0. c. in field)
Adequate uplift control at door line sheathing spit on plate or IY2 X36 " straps o. C. MU SI l to studs)
Seismic hold-downs of garage careers <4' wide (alternate braced waliands 24" min
P panel both sides
hold dawns must be an double stud or 3X with all -nail holes filled}
'r
XF-oundation Waterp roofing
IN"
Crawl space ventilation lsf per 150'sf (w1 vapor barrier'lsf per 1500sf} within 3' of cornerTx X. li(S .7 Y1q:
.
� apple Walls (aver 4sized as 2 story, under '!4" must be s
olldly sheathed one side
Mud Silk (bolts in proper location, nuts tiahtened ?y Y.1/1 A? IA,h���
blocked or under suds at wall and gaps grouted or shimmedVU UI I fVU.WUOU, joinis
Fra e
-----,.Floor Sheathing and nailing Typ. 3I4"' TSG - 5" on edges & 12" in Meld) �erp�ndicuIar to joist }
Joist Spacing and Size {as per plans}
Bean'ng (1-1/2" rein.) & Lappin(3__q" min. where foists dap over walk or beam)
Notching (Lepth-1/6 max.,length-1/3_ depth max., not in middle X13, ends- 114 depth ma,e.)��
Baring (1/3 "d„ marc, �2'� of top or bottom or another hole or notch) �
."Mr -p -M ------ Cantilevers- , reinforcement, §pan and spaci as per plans.
.........Plumbing, Electrical and HVAC(check dor notching, cutting and boring of joists)
,,,,-,.-,-Joists Under Load Bearing Partitions (shall be doubled as per Section 502-3.3, if dumbing sp�ace needed
the joins shad be blocked 4' Q. c.),
Girders and Beams (as per plans, nailed or mechanically connected to frame and proper bearing�
Joist Hangers (check location & Walled prorperly)
,"/Draft Stop (required for over 1000 sq ft, of unusable space at floorIce'ling)
,,,,-,,,,.—Duct Supports and seaiec! metal - < 10' spaGing &lexibl.e -. c 4' max - (2„ sag in 4')
Clothes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to ou#side}
Duct insulation (insul. in non cond. space
Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
nmrw""_-W�
May. 6,
02
Stair Opening has per plan & properly supported with hangers or walls)
Stairs (check rise# 7 314" max., run - 14" min., wary.- 318" max, width-3min. & headroom- 61.811)
Wall Layout {as per plans}
Exterior Bearing Well Stud Spacing - waifs carD�tn of load on - 2x4 -'f6" o.c. '12' max
2x4--24" O.C. 10, max, 2x6-16 qI o.c. 18' max.- 2x6-24" o.c. 16' max, one floor &rano#: - 2x4 16" o.c.
10, max., two floors & roof; 2x4-12" max 10' (Fig 602.3.2.(1-3))
Interior Wall Stud Spacing (load bearing is same as exterior), 2400 O.C. max.)
Do�rble Top Plate faints lapped min. 2}
Single Tap Plate (direct bearing & adequately died at joints with steel plates)
Stud Notching _bearing 25% max.} Borinq_40% max, 518" min. to edges (60% if doubled)
Bearing Wadi Window and Door Headers Naili edge lends}
Fire Blocking (roof space Ione at waif, concealed spaces & at studs over 101)
Firewalls (between duplexes & garage/home) , firewall penetration.s - elec. boxes- raked, dints
26 gauge & eat open to garage, door --20 minute rated min.
Road
Truss details- (35# snow load and 85 mph winds) dee truss details
Roof Trusses (spaced and braced as per manufacturer)
Rafter and Truss Tie -Downs and hanqerIs.;1
Rafters Laterad Support (bi ock at bearing when exceed ing 5 to 1 ruIle (2x 12)
Roof Sheathing: Nailing (`°H" clips w17I1 6"), edges -6" o,c., field -1 2" o.c. _.
Attic Access (provide 22" x 3D" min, access where clear height > 3031�
Roof Ventilation (standard 11150 or 1/300 if 50 - 80% is 3' above eaves} 12 Mar 03
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