HomeMy WebLinkAboutCHECKLISTS - 05-00117 - 302 Oaktrail Dr - New SFRRESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Date:
Project: �p-r��C
Building Permit Number:
t') XS -OCa I I
Job Address:
Zoridng: 1,t)O- � Ntimber of Stories: Basement: Yeso Fin.Unfin- Fixtures*
Floor Area (sf) I'LOO finished, unfinished, L Q garage
Valuation: $ 77, permit Fee; $�.-]��. '}L ,-7 6 Pian Check Fee: $
The following comments based on the 20Q3 edition of the Intemational Residential Cede should be resolved
before a building,:,F, permit is issued. This correction list is -not a building permit. The approval of plans and
0
spec if
eaixons does natpermit the violation of any section of the Intemational Residential Code or any federal,
stake or 10'eal regulations,
4P -M * PLAN CHECK
A. Pians
�To Scale
✓Plot Plan
,c Legible
Y /&Flood Plain
'-�F1oor I Foundation Plan
-Section shaming canstrLie�ion details - -
�A1l Building Elevations
�Design Criteria (shall be identified on plans as Wind � 85 m. .h. Snow -p 35 fib. Per sq ft.}
;//Truss Calculation Sheets & F1oor Joist Detai
s
Mechanical Design
=Energy Calculations (8320 & Ch 11)
B. Zoning (check one - in some cases LDR2 and MDR may apply)
LDR �;DR I Lot area — LDR- 12,000 sq. ft. min. (width 8
(width6o ft, min.).(LDRI du- .1ex - 10, 0 0 0 sq. ft. min.)
0 ft. min) & LDR17 8,,000 sq. ft. min
0
C. Use
�/' single
Family Duplex (LDRI only - Conditional use permit?
D. Set Backs (taken from eaves)
� Front set back (3 2 ft. from curb)
Note: 60°/a min of front yard green
Rear set back (LDR 25 ft. & LDRI 20 $.)
Sides set backs (6" for every ft: of building height with LDR - 7.5'min., & LDR1 - 6' min.)
Building -Height (maximum 30 ft.)
E. Footings
Proper Size (as per Table 403. 1, use 1500 psf unless soil type is known,, Table 401.4.1 for soil bearing)
Rebar (2-#4 continuous)
�Fooiing Depth (36" below finished grade and 12" below undisturbed soil; 18" to tap of' slab — interior)
F. Foundation
oundatib on walls wl rebar (city ordinance)
X112" Anchor Belts with 2"x 2"x 3/16" square washers (incl. interior bearing walls) R403.1-61.01
Foundation. Drainage (foundations an sift said shall be -designed per R405)
X Damp proofmg/Waterproofing to finish grade. R406.1 (fid. extends 6" min above grade R404.1.6)
Crawl space access of 18'5 x 24" min. R408,3 (may differ if mech appliance is in crawl space M 1 3 05.1.4)
�I! Crawl Space Ventilationftsulation =I sf vent per 15Q sf.
witbun 3' of each comer (Linsulate walls vend to inside of hare) R408.2
with moi sture barrier, 1 sf. pex -1SUQ std ft.) and
-Grading slope away from house. R401.3
G. Frame
Seismic Hold Downs and Braced Wadi Panels (R602*10)
A Floors joists sized as per R502P.3, woad I -i oists sized per manufr.
L�, Joists Under Load Bearing Partitions shall be doubled. R502.4
a Girders size.P er R502.5 or per manuft. Tables for engineered products
tjp Cantilevers �eon�ply w�.th R502.3.3 or mar�.
ufr instruct1*
on)
1)
A
ND Floor Sheathing. (3/4" rnin for joists 24" oc & 51-8" forJoists 16" oc) 8503.1
/"'�Wdll (be g and nonbearing) stud sizes, height & spacing per Table 602.3(5) 8602.3
Heade-Ts in Bearing Wall shall be designed as per Tables 502.5(1 &2) 8602.7
Roof Trusses (,desi2ned according to R802.14.1) 35 # Snow and 90 winds iw(Localm hConditions)p
/Rafter and Truss die --downs. (R802.10.5)
✓A)ttic Access 22" x 30" min. opem'ng (8$07)
�xteri or Covering
�r
�
Masonry and stucco shall have Breather resistive barrier over exterior sheathing R7012 & 703.9-91
I. Roof Coveriuig and Ventilation
Roof Ventilation as per R806
✓Asphalt Shingles (slope>2:12) w/ ice protection.. (Other type,- to comply w/ R905.�
J. Firew-alls
✓ Garage/House drywall separation (protect ext. walls & beams supporting habitable space) 8309.2
Door from Garage to House (13/8 " solid wood or steel door,, or 20 min. fixe -rated door) R3
Two Family Dwelling Separation (1 hr fire separation) Supporting structure also rated. 831'1,1
Twin homes & Townhouses (2 hr se
paxation & 4'
overburn protectio o arapets 8317.2
ane nr waus paxa iei to and with1n 3 tt of property- lD.
ing wl NO openings. 8302
1� Penetrations in previous 3 items to comply with R3173
K. General Requirements
I-IHause Lumbers 8321
Half Openable 3sf wM"dowz or Mech.. Ventilation in bathrooms, water ciasets,and sinn�ilar rooms. R303.3
1V � Interior and exterior stair I*llumu�.ation shall comply with R303-6.
Bathroom Fixture clearances comply with Figure R307.2
xae room at least 1.2D sf.; tether habitable rooms 70 sf. min w/ a min. dimension of 7 M R304*areasw/slaped ceilings less than 5ft in height &Jurred ceilings less than7 ft,UU41'�Ta�'cQmply
*50% or ynore of the required area must be at least 7ft high in �aams / sloped ceiling
dPl. gress clearance fromWindOW wells under cantilevered floors. R310.2
CTlazing at Hazardous Locations 8308
"'Emergency Egress in all sleeping; roomy and basements with habitable space 8310
L ----'One required Exit Door shall comply with R311.4
landings at tap and bottom of stairways 8.31 1.5.4} and each side of each exterior door. 831 1L .4.3
Stair Rise 1 dun {? 314" max. rise & 10 min. tread, nosing req'd if <1 1 ") Stair Width (36 " min),
Stairway Headroom (6' 8'T min.) Handrails (34"to 3S" above stair nosing)(R311o5)
Special cvndit�,ons four circular, spiral and winder stairways and bulkhead enclosures R311.5.8
Dr Stairway Protection (enclosed accessible space under stairs shall be covered with 1l2" drywa.11) R311.2.2
Ying with R312Handrails complying with 8311.5.6Guardrails compl
v/iSimoke Alarms (.each bedroom and common area and one an each level) (R X13)
L. Energy
►.Homes with gl�.zing � 15% Qf grass area of ext. walls (Townhouses < 25%) to comply wI
*Otherwise shall meet requirements ofjkCC nr respectiue building type. N1141.2
Vapor retarder on warm in winter side of wars, ceiling and floors 8318
*Water Heater heat traps CC 504.7
A,�Duct sealing and insulation N1 103.3&4 or IECC 503.3.3.3, 503.3.3.4.3
Plans match quantities & values on a "passing" REScheck compliance report.
M. Mechanical
w-' Gas appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G2406.2
Chapter 1 1.
Room access 24" min width/Attic access clear opening 20x3 O/Under floor no. 22x3 0. M1305
'Potential vent/connector offset > 75% of total height (Exception provided by G2428) G2427 -6A
✓✓dryer Vent length 25' max w/ 8' transition (-5' per 90 deg turns) M1501.3
G2413
Gas "point of delivery" and material used to determine pipe sizing
.
FRAMIN-rn/m r.,.H r..w r.1<1 ICT
Date:
Project-,
JobAddruoo. 3�2_
Building Permit Number: 05--o�11:7
the following comments based an the 24Q3 edition of the Intemational Residential Cede should be
resolved before an occupancy permit is issued. This correction listis not a building permit. The approval
of plans. and specifications does not permit the violation of any section of the Intemational Residential
Code or any federal, state or local regulations,
Exterior
Zlconcrete Slabs {3 X12 "min. thickness & 411rave! base min.) } R
/XBraced Wall Panels (sheathing) or spa ie -- 5 " o. c, afi p edges & 12" 0. c. in field} Table 642,3(l)
�Adequate uplift control at floor line (sheathing split on plate or 1 Y2X 36" straps 4' o. c, mudsill to studs}
�eismic hold -dawns at garagepanels �4'wide(APA narrovupanelc �} design if Z $ ), hall -dawns must be an
double stud or 3X with all nail holes filled. R602-1 QA
foundation waterproofing p g to finish gradeR406.1
"Grawl spice ventilation 1 sf per 7 50sf (w/ vapor barrier 1 sf per 1 500s within 3' of corner R4,08.1 -2
Cripple Walls hover 4' sized as 2 story, under 14r' must be solidly sheathed one side} R602.9
Mud Sill (bolts in. proper location, nuts tightened, 2" x215 x3!16" washers (conditional), pre- ssure treated or
redwood, points blocked or under studs at wall and gaps grouted or shimmed} R403, 1 m6w 1 1 R602n 1
Frame
"_'�Floar Sheathing and nailing Typ- 314" T&G - �" �n edges & 121F in field perpendicular to joist)
~-�Joist Spacing and Size (as. per plans)
Bearing (1-112" min.) & Lain (3" min. where joists lap over wall or beim)
Notching"'(depth--1/6 max., length -1/3 depth max., not in middle 1/3, ends- 1/4 depth max.) TJI-NO
Boring (113 "d" max, >2" of flop or bottom or another hole or Hatch) TJ1 see chart
Cantilevers- Bloc , reinfvrcement, span and spacing. as per plans.
foists Under Load Bearing Partitions (shall be doubled as per Section 502.3.3, if plumping space needed,
the joists shall be blocked 4' o. c.)
Girders and Beams (as per plans, nailed or mechanically connected to frame and proper bearing)
�---Joist Hangers {cheek location & nailed properly}
------Draft Shop (required for over 1000 sq ft. of unusable space at floor/ceiling)
Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
�—Siair Opening (2Sper plan & properly supported with hangers or walls)
Stairs (check rise- 7 3f4" max., run- 10" min., vari318" max, wid #hw3' min. & h ead ro orn - 6'_8")
Wall Layout has per plans}
A
/""Interior Wall Stud Spacing (load fearing is. same as exterior, 2411 o.c. max.}
Bearing Wall Window and Door Headers Nailin (edge lends)
"�Exterior Bearing WAl Stud Spacing - walls carrying roof load only; 2x4-1611 o.c. 12' max
2x4-24" O.C. 10' rnax,-- 2x6-16" a.c. 18' max,- 2x6-24" o.c. 16' max, one floor & rood: - 2x-4 16 o.c.
1 O'm ax., two floors & roof'.2x4-12 31 max 10' 602.3.z,(1-3))
Double Tap Plate {points lapped min. 2'} or Siegle Top Plate (bearing Min 1" & adequately tied at joints by
3" x6" steel plates w1 5 8d on nails each side) R602.3.2
Stud Notchinc�4bearing 25% max.) Boring. 4D% max, 5/8 min. to edges (60% if doubled)
/dire
Blocking (roof space fine at wall, concealed spaces & at studs over 10 1)
Firewalls (between duplexes & gara-gelhorne) , firewall penetrations - elec. foxes- rated, ducts –
26 gauge & not open to garage, door --20 minute rated min.
Roof
Truss details (35# snow load and 90 mph winds) See truss details
Roof Trusses (spaced and braced as per manufacturer)
.�/'Rafter and Truss Tie -Downs and hangers
"Rafters Lateral Support (block at bearing when exceeding 5 #0 1 rule (2x12)
Roof Sheathing; Nailing ("H" clips w/ 7/16"), edges -G" o_c., field -12" a.c.
f,.
=`� Attic Access (provide 22" x 30" min. access where char height 3 30")
I
0
Roof Ventilation (standard 11150 or 1/300'if 50 -- 80% is 3' above paves}
Mechanical (Rough Plumbing Insp. Do
anufacturer's
installation instructions are with the appliance (IRC 106.1.2/M1307,1)
Equipment gas shutoff valves in same room AFP exception} and within 6' of appliance (IFGC 409,15)
Sediment Traps cif not builtinto appliance) at Furnace & W.H. (IFGC 408A)
Duct Supports and sealed metal - < 'I Ov spacing & Flexible -- < 4' max — (211 sag in 4')
Clothes Dryer Quits(solid metaI duds, no screws expending into duct & vent directly to outside)
uct insulation (insulation ars non -conditioned Space)
Room access 24" min width f Attic access clear opening 20x3O min (Under floor -is 22x3O)( C 3q6)
Pressure Regulators (access, vented, tee fitting each side) (IFGC 410)
has pipes not in ventilating or circulating air duct (IFGC 4x4.'1)
-Metallic gas pipe bends are smooth & free from buckling, cracks, or other damage (IFGC 4p5,2)
Pressure Test-,
Gas Pipe Material:
Branch Lines: Length
CSST
rM
W
ft
ft
ft
ft
ft
ft
psi
min duration
Sch40 MP Copper
To POD Diameter
ft
ft
ft
ft
ft
ft
ft
ib pressure drop
Main Line ft Diameter
APPIiance/BTU's- (if known)
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