HomeMy WebLinkAboutCHECKLISTS - 05-00168 - 505 Golden Willow Dr - New SFRFRAMING/MECH. CHECKLIST
Date:. /�j���7'
Project: ��,-Fe � lZY,�,n
Job Address:`/Ov
Building Permit Number: 05 eol6z,-3,
The following comments .based an the 2+D03 edition of the Intemational Residential Code should be
resolved before an occupancy permit is issued. This -correction list is not a building permit. The approval
of plans
and
specifications
does not permit the violation of any section of the Inter
bode or
any
federal, state
or local regulations.
I
Exterior
national Residential
zCSlabs (3 112 min*-, thickness & 4" gravel' base min.) R506.1
.-"'Braced Wall Panels (sheathing) (nail or staple - 6" o. c. at edges & 12" o. c. in fields Table.602.3(l)
//Acdequate uplift control at floor line (sheathing split on plate or 1
Y2X 36" strays 4' o. c. mudsill to studs}
Seismic hold-downs at garage panels <4' wide (APA narrow pane! design if X2'8"), hold-downs must be on
double stud or 3X with all nail holes filled. R602.10.4
f
°' Foundation waterproofing to finish gradeR406.1
r� drawl space ventilation 1 sf per 150sf (w1 Vapor barrier 1 sf per 1500so within 3' of coiner R408.'1-2
Cripple Walls (over 4' sued as 2 story, under '!4" must be Solidly sheathed one sided R602.9
Mud Silk (bolts in proper location, nubs tightened, 2"x2"x3116" washers (conditional), pressure treated or
redwood, joints blocked or under studs at wall and gaps grouted or shimmed) R403.1.6.1 ! R602.1 1.1
Frame
Floor Sheathing and nailing Typ. 314" T&G - 6" on edges & 12 in field (perpendicular to joist }
/.J10ist, Spacingand .Size(asperplans)
.,/'Bearinq (1-112" min.) & Lapping (3" min. where foists la
I.
p over wall or beam)
,",/-/Notching'
(deph-1 /6 max., length -1/3 depth max., not in middle 113, ends- 114 depth max. TJI-NO
Boring (113 "d"
1,
4"
notch} TJ1 see chart
Cantilevers-Ploc
reinforGemen�, span
Boring (113 "d"
mai >2" of tap or bottom or
another hole or
notch} TJ1 see chart
Cantilevers-Ploc
reinforGemen�, span
and spacing as
per plans.
-A-� Joists Under Load Bearing Partitions (shall be doubled as per Section 50
the joists sha!l be blocked 4' o, c.}
x.3.3, if plumbing space needed,
. Girders and Beams has per plans, nailed or mechanically connected to frame and proper bearing}
Joist Hangers (check location & nailedproperlY}
Draft Stop (required for over 1000 sq ft. of unusable space at floor/ceiling)
.01
Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
s
Stair Opening (2Sper plan & properly supposed with hangers or wails)
Stairs check rise- 7 314" max., run- 1 0" min., ►vari.- 3/8'' max, width -3' min, & headroom- 61-81p)
Layout (as per plan's)
. Interior Wall Stud Spacing (load bearing is same as exterior}, 24" 0. G. max.}
Bearing Wall Window and Door Headers Nailjnq (edge lends)
r
T
Exterior Bearing Vlfall Stud Spacing - wars carrvinq roof loan! only; 2x4-16" o.c. 12'max
2x4-2411 a.c. 10' max,- 2x6 -161F o.c.6 . 18' max,- 2x6-241' 0. C. I 6' max, one. floor'& rc�vf: - 2x4 16 " o.C.
10'max. , two floors & r00f; 2x4-12" max 10' (Fig 602.32.(1-3))
Doubfe Tap Plate (joints lapped min. 2'} or Single
3" x6" steel plates w1 6 8d an Waifs each side}'
Top Plate (bearing w/in 1" & adequately fied.at joints by
R602.3.2
Stud Notch (bearing 25% max.) Bori40/max, 518min. to edges (6a% if doubled)
/Fire Blockings ace Fine at wall concea��d s aces & at suds oyer 10') P p
Firewalls {between duplexes & gar2gelhome) , firewall penetrations - elec. boxes- rated, ducts
26 gauge & nal open to garage, door —20 minute rafted min.
Ro f
Truss details (35# snow load and 90 mph winds) Seg truss. details
,,e -"`.Roof Trusses (spiced and braced as per manufacturer)
Rafterand Truss Tie -Downs and hangers
s
Rafters Lateral Support (block at bearing when exceeding 5 to 1 rule (2x12)
..4-oof Sheathing.Nailing ("H" clips vv/ 7/16"'), edges -6' a.c., field -12" a.c.
Attic Access(provide 22" x 30'' min. access where clear height >
30")
Roof Ventilation (standard 1/150 or 11300 if 50 - 80°/a is 3' above eaves
Mechanical (Rough Plumbing Insp. Done? }
Manufacturer's installation instructions are with the appliance (IRC 106.1.2/M1 307.1)
_Equipment gas shutoff valves in same room (FP exception) and within 6' of appliance (IFGC 409.5)
Sediment Traps (if not built into appliance) at Furnace & W.H. (IFGC 408.4)
v
-.- duct Supports and sealed metal --< 10'spacing & Flexible 4' max — (2" sag in 4')
Clothes Dryer Ducts {solid metal ducts, no screws extending into duct & gent directly to outside}
Duct'Insulation (insulation in non-condEtioned Space)
•'"'^
Room access 24" rnin width 1 Attic access clear opening 20x3O min (Under floor is 22x3O)(IMC 30G)
Pressure Regulators (access, vented, tee fitfing each side} (IFGC,410)
�Gas pipes not in ventilating or circulating air duct (IFGC 404.1)
% Metallic g2Spipe bends are smooth & free from buckling, cracks, or other damage (IFGC 4x5.2}
ressure Test: psi min duration Ib pressure drop
Gas Pipe Material:
Branch Lines: Length
CSST
ft
ft
ft
ft
ft
ft
ft
Sch40 IMP
To POD
ft
ft
ft
ft
ft
ft
ft
Copper
diameter
Main Line ft
Diameter
Appliance/BTU's (if known)
Am
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RESIDENTIAL PLAN Cml�HECKLIST
(2003 International Residential Code)
Date:
Project:
Zornng.v/�Z 7..-- Number of Stories:
Building Permit Number: a,S-po�(og
Job Address,: ZV111ew zDlo-
Basement es No/ Fin. nfin. F1xtures;
Floor Area (sf): finished,, unfinished,
Valuation: $
Permit Fee-, $
garage
Flan C
h.ck Fee: $
The following comments based on the 2003 edition of the Intemational Residential Code should bye resoxved
before a building perm, it is issued. This correction dist 'is not a building permit. The approval of plans and
sp�cificatians does not permit the violation of any section of the Intemational Residential Code or any federal,,
state or local regulations.
PLAN CHECK
A. Plans
/To Scale :!:�fegible
_X/ Plot Plan Y�'lood Plain
door / Foundation Plan
//Section showing construction details
zo'�AAII Building Elevations
Design Criteriashall beidentifiedoIpans as Wind 85 m.p.h., Snow - 35 1b. Per sq ft.)
Ye/ Truss Calculation Sheets &,--'�'-"Floor foist Details
Mechanical Des*,.n
Energy Calculations (8320 & Ch 11)
q1B-P Zoning (check one - in some cases LDR2 and MDR may apply)
LDR LDRI Lot area- LDR, 12,000 sq. ft. min. (width 80
Iwo,
ft. min.),(LDR1 duplex - 10,000 sq. ft. min.)
ft. min) & LDRI- 8, 000 sq. ft. min
C. Us e
01.1
','�/Single
Family
f
Duplex (LDRI only - Conditional use permit?
D. � t Backs (taken from eaves)
Front set back (32 ft. from curb}
�-= Note: 6 0 % min of front yard green
/ear set back (LDR 25 ft. & LDRI 20 ft.)
' Sides set backs (6" for every ft. of building height with LDR - 7.5' min., & LDRI - 6' min.)
Building-He'ght (maximum 30 ft.)
VFot�i.ngs
Dpe�r Size has per Table 4D3. 1, use 1500psf unless sail type is known, Table 401.4.1 for soil bearing)
Rebar 2-#4 continuous
00�
Footing Depth (36" below finished grade and 12" below undisturbed soil; 18"' to top of slab — interior)
F. Foundation
,/Foundation ovalis wl rebar (city ordinance)
1/2" Anchor Bolts with 2"x 2"x'3/16 square washers (incl. interior bearing wails) 8403.1.6.1
Foundation Drainage (foundations on sift soil shall be designed per R405)
_Z
/Damp pto finish grade. 8446.1 (fnd. extends 6" min above grade R404.1.6)
Crawl space access of 1 8"' x 24" min. R408.3 (may differ if mech appliance is in crawl space M1305.1.4)
'�--Cxawl Space VentilationlInsulaiion =1 sf vent per 15(3 sf (with. moisture barrier
within 3' of each comer {insulate walls vent to inside of home} R408.2
fr.
Grading slope away from house. 8401.3
G. F ami
Seismic Hold Dawns and Braced Wall Panels (8642.10)
F�oars joists sized as per R502.3, Wood 1-j o sts sized per manufr.
/Joists Under Load Bearing Partitions shah be doubled. R502-4
Girders sized per 8542.5 or per manufx. Fables for engineered products
Cantilevers (comply with R502.3,3 0r manufir instruction)
1 sf. per 1500 sq. ft.) and
8
Q
A
10
19
D
--.....Floor Sheathing (3/4'" min forjoists 24" oc & 5/8" f
or joists 16, oe) 8503.1
�WaII (bearing and nonb
Headers i
caring) stud sizes, height & spacing per Table 602.3(5) 8602.3
n Bearing Wall shall be designed as per Tables 502..5(1&2) R602,7
__.ZRoof
Trusses (designed according to 88 02. 10 . 1) 3
wafter and Truss tie dawns
• (R802,10.,5)
Attic Access 2211 x 30rr min. opening (RI807)
5 # Snow and 90 mph windy(Local Cond�tions)
HoCoveringExterior
Masonry and stucco shall have wether res' .
xstxve bararler over exterior sheathing R703.2 & 703a,9*1
L R flf Co����ng and Ve 11a ion
Roof Ventilation as per RR66
Asphalt Shingles (slope>2:12) w/ ice protection. (other type: to com 1
P Y W/ P,905.�}
J*
>/114rewails
C
aragelHQuse drywall separation tproteci ext. walls & beams supporting habitable space)
Door from Garage to House (13/8" solid Wood or steel door, or 20 min. fire -rated d8309.1
�"wo Family Dwelling Separation (1 hr fire separation) Supporting structure also rated. 8317.1
�Twin homes c� Townhouses (2h r �epara�iar� 8� 4overburn protection or parapet) R317.2
'�Qne hr walls parallel to and within 3 ft of property ii -new/ NO openings. R302
0%_---Fenetrations in previous 3 mems to comply with R317*3
I�. General Requirements
JOuse Numbers 8321
Half Openable 3sf window or Mech. Ventilation inbat�roo
ms, water closets, and similar rooms. R3033
Interior and exterior stair illumination shad comply with R303,6,
ZBar:throom Fixture clearances com 1 •
p Y w1t�. Figure R30,.2
One room a� least 120 sf.
tether habitable rooms 70 sf. min wl a min. dimension of 7 ft. 8304
*areas w/,sloped ceilings less than S ft in height c� fzfrred ceilings less than 7 ft DQ NQT comply
'SSD% or more of the �equire�' Yea must' heat least 7ft high in rooms �v�sloped cezlin
.1..: fg�s•..2
_ZEgress clearance from window wells under cantilevered floors. 8310.?
Glazing at Hazardous Locations R308
Emrerg��.cy Egress in all sleeping rooms and basements with habitable space R310
_,/
One reqLfired Exit Door shall comply with R311.4
"'LP
a�ding s at to and bottom of stairways R311.5*4, and each side of each exterior door. R311*43
c�X. �'��� [�t'; �.�tT 111111. tread, nosi�ag �ec�'d xf CT1►Mair Width (36t' I71111��
Star Rise 1 Run �7 3/4"m _ 11.5
tairway Headroom (6' $" Mind) _.Oe�j andrails (34"to 39" above stair nosing}�R3 }
-~-�S ecial conditions dor circular, spiral and winder, st�rways and bulkhead enclosures 8311..5.8
P
,�axrwa Protectioll (enclosed accessible space under stairs shall be covered with 112" drywall) R3111.2
./Guardrails complying with R312 Handrails complying with R311.5.6
ZSioke Alarms {each bedroom and common area and one on each level) (R 313)
L. Energy
eX Homes with glazincy c 15% of gross area of ext. walls (Townhouses < 25%) to campy w1 Chapter 11.
*
Othervi�ise shad meet �equiremenis r�. f IEG'C fir respective buildincr tJ'�'e- N1101.2
Vapor retarder on warm in winter side of walls, ceiling and floors W18
*Water Heater heat traps IECC 504.7
Duct sealing and insulation N1103.3&4 or IECC 503.3.3.3, 503.3.3.4.3
�ns match quantities & values on a
M. Mechanical
`<passzng" REScheck compliance report
f
,Gas appliances not in bedrooms, bathroorns, toilet rooms, or storage closets G2406.2
Room access 24" min widih/Attic access clear opening 20x3O/Under floor no. 22x3O. M1305
Potential venticonnector offset ? 75% of total height (Exception pravided by G242$) G2427*6*4
/Dryer Vent length 2 5' max W/ S' transition (-5' per 90 deg turns} M1 501.3
has "point of delivery" and material used to determine pipe sizing. G2413