HomeMy WebLinkAboutCHECKLIST - 05-00155 - 544 Golden Willow Dr - Additionmmw� I
FRAMING/MECH. CHECKLIST
Date:
Project:
Job Address -L �, �,�,�,i
Building Permit Number.-
The
following comments based on the 2p03 edition of the
resolved before ,an occupancy permit is issued. This correctia
of pians and specifications does not permit the violation of a
Code or any federal, state or local regulations.
Intemational Residential Cede should be
�n list is not a building permit. The approval
n seefiion of the In tem a tion Residential
Exterior
.Concrete Slabs 3 1/2 F'thickness���min. & 4 gravel base min.} R506-.1
Braced Wali Panels yr staple - v, c. at edges &
A
Zi�dequate uplift control at floor iine (sheathinqslit vn late P p orl
1211 o. c. in field) Table 602.3(1)
'/� X 3�" s#raps 4' ❑. C. mudslli to studs}
�lo[ I I ►,& ulu-uuwras at garage panels <4' wide PA narrow panel design if <2'8"'), hold-downs must be on
�e
doublstud or 3X with all nail holes filled, R602k.J10.4
Foundation waterproofing to finish gradeR406.1
space ventilation 'I sf per 150sf (W/ vapor barrier lsf per 1500so within 3' of corner R40$,1-2
Wall' (over 4' sized as 2 story, under 1411 must be solidly sheathed one side) R602.9
/ Mud Si!! (bolts in proper location, nuts tightened, 2"x2"x3/1653 washers (conditions!, pressure �ra#ed or
redwood, joints blocked or under studs at wall and gaps groutedoff' shlmt�ileC�) R40 1 3ol R+S.l 1 R602ol 1.1
Frame
+' Floor Sheathing and nailing Typ. 3/4"
T&G - 6WASon edges & 12" in field (perpendiular t joist)
-7ZJoist Spacing and Size has per plans
Bearing (1-1/2" } &Lap�anq min.
where joists wall or beam}
Notching max. , 19D+,c�-113 depth max., not in middle 113, ends-
1/4depth max.) TJI-N
O
Boring X113 "d" max, >Z" of top or bottom or another dole or notchy TJ1 see Chart
..� Cantilevers-
Bloc reinfarcemespan and spacinq as per plans.
joists Under LoadlBearing Partitions (shall
the joists shalt be blocked 4' o. c.)
be doubled as per Section 502.3.3, if plumbing space needed,
and Bv�m:, (uozr �a�r pl�Y,s, nai1�ci �� �hani�ni1v connected to frame and proper fearing}
,foist Hangers (check location & nailed properly)
draft Stop(required for over 1000 sq ft. of unusable space at floor/ceilming)
�d Basement Walls(pressure treated or redwood sill plate properly fastened to slab)
Stair Opening (as per pian & properly supported with hangers or walls}
Stairs (chick rise- 7 314" max., gun-10TI min_, vari.- 3/8" max, width -3' min. & headroom- 6-8")
�
Wall Layout (as per plans)
interior Wall Stud Spacing �iaad bearing is same as exterior), 24" o.c. max.)
,Bearing Vllall Window and Door Headers NaElin (edgelends)
.��..+a�-inr R�ar�nn 1111x11 Stud Soacinct - wolfs car in
roof load vnl � 2x4-16" a.c. 1 2' max
�.,., -�.,�� ., ,- � n� �,nY _ 9xR-1 �" n.c_ 18' max.- 2x6,2411o.c. 161 max, one floor & roof: - 2x4 15 O.C.
10' M ax., two floors 8� roof: 2x4-1 2" max 10' (Fig 602.3.2.(1-3))
Dou le Top Plate 6oints lapped.min - 2') or Single Top Plate (bearing Min 1" & adequately tied at joints by
steel plates w/ 6 8d on nails each side) R602.3.2
tud Notching (bearing 25% max.) Borin 40% max, 5/8" min. to edges (60% if doubled)
Fire Blocking (roof space line at wall, concealed spaces & at studs over 10')
. Firewalls(between duplexes & gara.,,,elhome} , firewall penetrations - stet. boxes- rated, ducts --
26 gauge & nod open to garage, door —24 minute raked min.
Roof
Truss details (35# snow load and 90 mph winds) See truss details
sof Trusses (spaced and braced as per manufacturer)
after and Truss Tie -Downs a Nan ers)
7PM
rafters Lateral Support (block2t bearing when exceeding 5 to '! rule (2xl 2)
- -r
KI A; r«u„ �.i;�,c.�,r 7f1 R"1 in -6" o.c.. field -1 2 " o. c,
KU�T �flecill ll� I[�. I�aui� iy k _ - - -
Attic Access (provid, o^ 22" x 30" an. access where dear height > 301v)
I
go
A
Roof Ventilat'on (standard
W1
1/150 or 1/300 if 50 - 80% is 3' above eaves)
Mlechanical (Rough Plumbi 1n
_-
ng sp. C�one?
t.. -}Manufacturer's insf;;IIqfion�, �c+r�,�+a��...._..
�--��-�•��• ������u������� arc witn the appliance (IRC 106.1.2/M1307.1)
--
+Lz...c.quIRITi�i
�t gas shutoff V8jVB5 In SamA rt /�D
- - -- ••- •���� � �n�oNuur�� ana witnin 6' of appliance (IFGC 409.5)
`Sediment Traps (if not built into appliance) at FurnaceH& W.. (IFGC 408.4)
Duct Supports and sealed metal - c 0' spacing & Flees _ c 4' max _ (T sagin
4')
jLICIothes Dryer Ducts(solid metal ducts, no screws extending info duck & vent directly to outside).
.—Duct insulation (insulation in non -conditioned Space)
ed<
Room access 24" min width /Attic access dear
opening 20x30 min (Under floor is 22x3O)(IMC 3,06)
-&-,Rressure Regulators (access, vented, ted fittinci each sirlPl d4nr
.•
Gas pipes not in ventilating or circulating air duct(IFGC 40401)
Meta 1,11c gas pipe bends are smooth ,& tree from bucking, cracks, or other damage (IFGC 405m2)
Pressure Test: -psi ......min _min duration Ibpressure drop
Gas Pipe Material: CSST Sch40 MP Copper
Branch Lines: Length To POD Diameter
�ft ft
ft ft
ft ft
ft ft
R ft
ft ft
ft ft
Main Line ft Diameter
Appliance/BTU's ('If known)
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