HomeMy WebLinkAboutCHECKLISTS - 05-00334 - 661 Johnson St - New SFRS -
N
RESIDENTIAL PL
AN C111EC-K1.,1,V%T
Date: i5l—
Proi ect.
(20D3 International Residential Code)
Buildin Permit Number:
Job Address: �o urt
Zoning: ZIP Number of Stores:
Basement,:.Aesi) No 1 Fin. Unpin.
Floor Area s/Z/�.,� � • ._ _gushed, ��J 3� unf�ishea, � �(p garage
ValuatiOTI,4P $ Permit Fee.*$
Thp fnlln-Vxrl",�n�..__ J - -- _
Plan Check Fee:
ix �r
ll �.�,�A,��1G1��,, uas�u on me Luu� edztion o�the Intemational Residential Code should be resolved
before a buiIding permit is issued. This correction list is not a building permit. Thea roval ofplansspeclficaizons does nod p+ermit fhe violation of any secizon of the lr�t�e,r�ational 1�esid+�nt�apor Co�e and
stale or local regulations. any federal,
PLAN CHECK
A. Plans
Scale �egible
tai Plan Y 1 food Plain
x"Flo-o- r I Foundation Plan
Z/eSectiQn showing construction details
Building Elevations
./ Design Cn*teria (shall be identified ona �
p ns asWxnd _ 85 rzi.p.h., Snow -
Truss Calculation Sheets & Floor Joist Details
echanical Design
Energy Calculations, (8320 & Ch 11)
Be Zoning (check one -in some cases LDP,.2 and MDR may apply)
LDR .iLDRl Lot area — LDR- 12,000 sq. ft. min. (width 80 ft. min)
(width6o ft. min.),(LDRl duplex - 10,000 sq. ft. min.)
35 1b. Per sq ft.)
&
LDRI.- 8;000 sq. ft, min
C. se
_Single Family Duplex (LDRI only - Conditional use
D. SO Backs (taken from eaves)
Front sed back (32 ft. froin curb)
exmit?
x-Noteo. 60% min of front yard green
Rear set back (LDR 25 ft. & LDRI 20 ft.)
Sides set backs (6" for every ft. of building height with LDR - 7.5' Cniin-.)min., & LDRl -
wilding -Height (maximum 30 ft.)
E. Footings
roper
Size (as per Table 4D3, 1,
continuous)
Rebar (244
use ].500 psf uffless soil type is known,
Table 401.4.1 for soil bearing)
(3611th below finished grade and 12" below undisturbed soil; 18"to tap of slab — interior)
�',oc�tng Dep
F. Foundat*ion
�Foundation walls wl rebar (city ordinance)
Bolts. with2"x2"x 3116" square washers incl. interior bearing wails) R4U3.1.G.1
( 1l2 Ainchor
ZFoundation Drainage (foundations on sift soil shall be designed per R405)
Damp proofing/Waterproofing to finish grade.. R406.1 (fnd. expends 6"' min above grade R404.1.6}
--.-/
raw space access
of 18" x 24" m.in. 8408.3 (may differ if mech appliance is in crawl space MI3�D5.�..4�
�C�r�.�r1 Space VentilatiOnAnsulation:-=1 sf vent per 15� sf.L_---
within
ith moisture barrier 1 sf. er 15�D s .Vit.) and
3' of each corner (insudate walls vent to inside of home) 8408.2
/Girading slope away fromhouse. 8401.3
G. Frame
Seismlic Fold Downs and Braced �a�l Panels �RGOZ.IQ)
Floors joists sized as per R5023, Woad I -joists sized per manufr.
Joists Under Load Bearing Partitions shall be doubled. R502,64
------- -.
Girders sized per R502-5, or per manuf�. Tables far engineered products
`Cantilevers
(con -,ply with R502.3.3 or manuf� instruction)
R
`Floor Sheathing (3/4"' min for joists 24"
Qc & SIS" forjoists 16" oc) R50391
�a1Z (beanngand nonbearing) studsees, height & spacing per Table 602.3(5) R6023
f
Headexs in Bearing all shall be designed as per Tables 5 02.5 (1 &2) 8602.7
'
Roo,f Trusses ( according to
-11
"after and Truss tie -downs,
8802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
'tsoz.io.s�
Attic Access 22" x 3011 min. opening
H. -terior Covering
asanty and stucco shall have weather res'stzve barrier over exterior sheathing R703.2 & 703.9,1
I. R of Covering and Ventilation
Roof Ventilation as per R806
shalt Shingles slope. 2: �.2) w/ lee
ion.(Othe� r type.,Dtl.o �compy wl U5.�
J.Firewalls
GaragelHouse drywall separaiion TrQ�eet ext. walls &beams supporting habitable space) R309.2
Door Bram Garage to House(13" I8 sold woad or steel door, or 2 0 xn2n. fire -rated door) 8309.1
Two
Family Dwelling Sepaxallon (1 hr fire separation) Supporting structure also rate. 8317.1
T-vvin homes & Townhouses (Z hr separatzon & 4' overburn protection or parapet) 8.317.2
---One J1r walls parallel to and within 3 ft of properly Line wl NO openings. 8302
Penetrations in previous 3 items to comply with 8,317.3
K. General Requirements
House Numbers R321
�Ha1f Openable 3 s window or Mech. Ventilat1-on in bathroo
ms, wafer closets, and simiIar rooms. R303.3
interior and exterior stair illumination shall comply with R303.6.
.� Bathroom Fixture clearances comply with F'
igure R307.2
/
Orle xoom at least 12D sf ; -/Other habitablerooms 70 sf.
*areas w/sloped ceilings less than S tin height&furred
mYn wl a min.. dxmensYan of 7 ft. 8304
.� cezlzngs less than 7fl DO NOT comply
*50% or more qj the required area mist be at least 7ft high in roams vv/s10 �d ceiling g
10�
.ZEgress clearance from vvIndow wells antler cantilevered floors. R310&2
-V —
lee Cilazing at I-lazardous Locations 8308
Emergenc Egress in all sleeping rooms and basements with habitable space R310
,xl
f
One required Exit Door shall comply with 8311.4
Landings at top and bottom of stairways R311.5.4, and each side of each exterior door. 8311.4.3
ZCSfair Rise 1 dun �7 314" xna�. prise & 10" min. tr ad, nosing req' d if X1 111) tWidth (36$1 min),
�, �andral�s 34"to 3 $" above stair nosi�.g)(R31i.5)
�Stal�ay Headroom �G 8 min..} �
pecial _Z4
conditions for 6rcular, spiral and winder stairways and bulkhead enclosures 8311.5.8
Stairwa Projection enclosed accessible space under stairs shall be capered with 1/2" diy%vall)1�311.2.2
y
guardrails complying with 8312
Handrails complying with 8311.5.6
,Smoke A"" larms (each bedroom and common area and one on each lievel) (R 313
L. energy
l�f
Hameswith Ia�ing < ].5% of gross area of ext . I I
wars (Townhouses � 25%} to coxnpl�T w/ Chapter
Otl7erwise shall meet requirements
qfjECCfor respective building t�'1�e. N1101.2
/Vapor retarder on warm in winter side of walls, ceiling and floors X318
Water Heater heat traps IECC 504.7
L/Duct sealing and insulation N1103.3&4 or IECC 503.33.3, 503.3.3.4.3
Plans match quantities & values an a "passing'" �Es�heck compliance report
J.VI. Mechanical
Gas a�P liances not 1n bedrooms, bathrooms, toilet rooms, or storage closets G2406 -62G2406-62
11�
0
om access 24"' min width/Attic access clear opening 20x3QlJnder floor no. 22x3O. M1305
r'ct�tic�l vent/connectoroffset ? 75% of total height (Exception provided by G242$) G2427.6.4
�Pc�t
/Dryer Vent length 25' marc w/ 8' transition (-5' per 90 deg turns) M1501.3
a� " oint of delivery" aid material used to determzne pipe sizing. G2413
G p
I
.r
Date:
Project: 6el vx.,a„P
Job Address:
FRAMING/MECH. CHECKLIST
I ,w
Building Permit Number.-
41-
=4 _qM111W #
The
following comments based on the 2003 edition of the Intemational Residential Code sresalved before an occu ancMould be
p y permit is issued. This correction list is not a building permit. Th e approval
of plans and specifications does nat permJf the vioiatiQn of any section of the IntemationalCode or any federal, state or local regulaiions, Residential
Exterior
.oncr
etc Slabs (3 112 F1 min. thickness & 411 gra
vel base min.) R506.1
raced Wali Panels (sheathing) (nail or staple - 6" o. c, at edges & 'I �" o. c. �n fleId} Table 602,3 0)
Adequate uplift control at floor dine {sheathing split on plate or 1 Y2X 36F' straps 4'o. c. mudsil
I to studs�
Se'lsmic hold-downs ofara
9 ge �an�ls < 4 wide (ASA narrow panel design if <Z'8"), hold -dawns must be on
double stud or 3X with all nail holes filed. _
MEN ----- Foundation waterproofing to finish gradeR4p+6.1
�Grawl space ventilation 11'sf per 1 50s awl vapor barrier I sf
per 1500s Ji hin 3of comer R 08wl-2
�ripple Walls hover 4' sized as 2 story, under � 4" must be solidly sheathed one sidel R6f)2 _q
ZMUd Sill (bolts inerproplocation, nuts tightened, 2"xZx3/1 6}. washersconditional
redwood, Joints blocked or under studs at wall and gor shimmed R403.1grouted' pressure treated or
Frame �.s.� � R602.1 �,�
Floor Sheathing and nailing TYp. 3/4" T&G - 6" on edges & 1211 in field (perpendicular to joist )
Joist Spacing and -Size ('as per pla'ns)
(1 -1/2" min:) & LaDnina (3" min, where joists I
ap over wall or beam)
Notching (depth -1[6 max., 19DELth-1/3 depth max., not in middle 1/3, ends- 1/4 depth max.) TJI-NO
Boring (113 "d„ max, >2„ of top or bottom or another hole or notch) TJX see chart
Z.
Cantilevers- Blacken , reinfvrcem�nt span_ ands acro as per plans.
Joists Under Load Bearing Partitions (shall be doubled as per Section 542.3.3, if plumbing space needed,
the joists shall be blocked 4' a. c.)
irders and Beams has per plans, nailed or mechanically connected to frame and proper bearing)
oisf Hangers (check location & nailed properly}
`Draft stop (required for over 1000 sq ft. of unusable space at floor/ce'lling)
XEBasement Walls (pressure treated or redwood sifl plate properly fastened to slab)
Stair opening has per plan & properly supported with hangers or walls)
Stairs (check rise- 7 314" max., run- 10" min., wari.- 318" max, width -3' min. & headroom- 61-811)
Zweall Layout (as per plans)
Interior Wall Spud Spacing (load bearing is same as exterior, 24 " O.C. max.}
.ZEBearing Wall Window and Door Headers Nailing hedge lends)
Exterior Bearing Wall Stud Spacing -walls carrying rooLf load on[2x4-� 6" a.c. 12' max O.C.
2x4-24 " O.G. 10' max,- 2x6-16" o.c. 18'max,1.2X6-2411 o.c. 16'max, one floor & raof: , 2x4,1611
10 max., two floors & roof`
2x4 -12j) max 10' (Fig 602.3.2-(1-3})
/Double .Top Plate0oints lapped min; 2`} or Single Topp Plate (bearing Min 1" & adequately tied at joints by
3"x6" steel plates wl +5 8d on nails each side}" R602.3.2
max.) Burin 4D°/o max, 5!8" min. to edges�(60°lo ifdoubled)
Stud Notchin9_.
(bearing'25%
Fire Blocki ng (roof space line at wail , concealed spaces & at studs over 10')-
Firewalls (between duplexes & garage/home) ,firewall penetrations - elec. boxes- raked, ducts
26 gauge & not open to garage, door —20 minute rated min.
Sa9
fi
Truss details X35# snow load and 9d mph winds} See truss details
Roof Trusses (spaced and braced as per manufacturer)
Rafter and Truss Tie -Downs and hanaers
iv" Rafters Lateral. Support (block at bearing when exceeding a t4 'I rude (2xI 2)
//Roof Sheathing: 'Nailing ("K clips w! 71163)), edges -6" o.c_, field -12" o.c-
Attic Access (provide 22" x 30min.
access where clear height > 30"}
V
7
`Roof Ventilation (standard 1/150 or 1/300 if 50 - 80% is 3'
P4___E
above eaves)
Mechanic
a Rough Plumbing Insp. Done? �-�
/Manufacturer's installation instructions are with the appliance (IRC 106,1.2/M1307.1)
Equioment aas sh��mrf,�ai„o� in_... .. .
. � -- -- �,rr exception) and with�n 6' of appliance (IFGC 409.5)
�iSedimenf Traps (if not built into appliance) at Furnace & W.H. IFGC 4013.4 Supports and seated metal - � 10'spacing & 4 max _ (?
lze
athes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside.�(insulation in naDuc� insulationnon-conditioned Space)
Room access 24" min width 1 Attic access
clear apenin
_ ,� Pressure Regulators (access,
g 20x30 min (Under floor is 22x3O)(IMC 306)
vented, tee fitting each side) (IFGC 410)
G�s pipes n�� in ven#ilating or circulating air 0
FGC 404.1)
etallic gas pipe binds are smooth & free from buckling, cracks, or other damage (IFGC 405.2)
'essure Test:
Gas Pipe]M2terial.-
Branch
Lines-. Length
--------- psi min duration
CSST Sch40 MP Copper
ft
t
ft
t
a
ft
lb pressure drop
�illain Line ft Diameter
To PODDiameter Appliance/BTU's (if known)
ft
ft
ft
ft
ft
ft
ft
_WdA ar_ ■: I +
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116 11�11 Ell
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A v IN IN PIPL ?K 91'
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