HomeMy WebLinkAboutCHECKLISTS - 06-00101 - 311 Seagull Dr - New SFRRESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Date: 3,1
3
Project*
*Zonivng;� 1,pp, 2T Number of Stories:
B ilding Pennit,,umber:
Job Address:
Basement* eNo/ Fin. Unfin,,
Floor Area (sf): 65 finished., /SD g unfinished, S Z-5
Valuation: $
Pen -nit Fee,: $
Fixtures-, /1
Plan Check Fee: $
� ne tollowing comments based on the 2003 edition of the Intemational Residential Code should be resoled
before a building permit is issued. This correction dist i's not a building permit. The approval of plans and
SP does not permit the violation of aa�y section of -h �'ter��tion�l Residential Code or any federal,
state or local regulations.
PLAN CHECK
"TO
ans
Scale
Plot Plan
/Legible
X �✓ lood Plain
Floor. 1 Foundation Plan
,Sectzon showing construction details
All Building Elevations
XDesign C�i�exia(shall be Mentffied
on plans as
/
_Tnuss Calculation Sheets &
0"'�
Mechanical Design.
Wind - 85 m.p.h., Snow - 35 lb. Per sq ft.)
door Joist Details
/energy Calculations (R320 & Ch 11)
B. Zonin, c}reekone - in some cases LDR2 and MDR may apply)
LDR1.?QLD _Lot area - LDR- 12,000 sq. ft, min. (width 80 ft. min) & LDRI.- 8,000 sq. ft. min
(width6o ft. min.).(LDRI duplex - 10,000 sq. ft. min.)
C. Use
in.gle Family Duplex (LDRI only - Conditional usepermitY
D. het Backs (taken from eaves}
Front set back (32 ft. from curb) Note: 60°/o min of front yard green
Rear set back (LDR 25 ft. & LDRI 20 ft.)
Sides set backs 0" for every ft. of building height with LDR - 7.5min, & LDRI - Gmin.)
!'Building -Height (maximum 3 0 ft.)
E. Footings
Proper Size has per Table 403. 1,
Rebar (Z-#4 continuous)
use 1500 psf unless soil type is known-, Table 401.4.1 for soil bearing)
Footing Depth (36" below finished grads and 12" below undisturbed soil; 18", to top of slab — interior)
F. Foundation
Foundation. walls wl rebar (city ordnance)
1/2" Anchor Bolts with 2"x 2"x 3116" square washers (incl. interior bearing walls) R443.1.6.1
Foundation Drainage (foundations on sift soil shall be designed per R405)
Damp proofing/Waterproofing to filulsh grade. 8446.1 (fnd. extends 6"' min above grade R404-1.6)
Crawl space access of 18"' x 24" min. 8408.3 (inay differ if meth appliance is in crawl space MI 305,1.x}
Crawl Space Ventilation/Insulation =1 sf vent per 15D sf. with moisture barrier
within 3' of each corner (insulate walls vent to inside of home) R408.2
Grading slope away from house. 8401.3
G.. Fume
,Aeismic Hold Downs and Braced Wall Panels (R602.10)
{Flo ors+ o lasts sized as per R5023,Wood I
joists sized per mai
+-iufr.
J�Oists Under Lead Bearing Paxtitions shall be doubled. R502.4
X6irders sized per R502.5 or per rnanufr. Tables for engineered products
Cantilevers (comply with R502.3.3 or manufr instruction)
1 s£ per 1500 sq^ft.) and
d
'#
Floor Sheathing (314" min for joists 24"
oc & 5/8" forjoists 16" oc) 8503.1
Wall (bear*ng and nonbearing) staid saes, height & spacing per Table 602.3(5) R-602.3
Headers in Bearing Wall shall be designed as per Tables 502,x(1&2) 8602.7
oof Trusses (designed according to R.8 02.1 D. 1) 3 5 # Snow and. 90 mph winds �Lo�al Condi�ians)
_after and Truss tie -downs. (8802.10.5)
olo�
Attic Access 22" x 30"min. opening (R807
H. Exterior Covering
��asonry and stucco shad haveweather resistive barrier over exterior sheathrn� 8703.2 & 703.x.1
I. f Covering and Ventilation
Roof Vcntilation as per R$06
//Aspbalt Shingles (slope>2:12) wl ice protection. (Other type. -
to comply w/ R905.�
J.
P
Ciarage/House drywall separation (protect ext, wads & beams supporting habitable space) R309.2
Door from � to Garage House 318" solid woo� dor steel door:, or 20 min. fire -rated door} R309.1
'-Two Family Dwelling Separation (1 hr fire separa.tron} Supporting structure also rated. 8317.1
__TW
rn hones & Townhouses (Z hr separation & 4' ❑verburn projection or parapet) 8317.2
One hr walls parallel to and within 3 ft of property line wl NO openings. 8342
--- Penetrations in previous 3 items to comply with X17.3
.K. neral Requirements
douse Numbers 8321
1_�
oe!!� Half Openable 3 sf windotiv or Mech. Ventilation in bathrooms, water closets and similar rooms. 8303.3
_ Interior and exterior stair illumination shall comply with 8343,6.
Bathroom Fixture clearances comply w. Figure R307.27.2
,,��One groom at least 12.0 sf.; ether habitable rooms 70 sf. min wl a min, dimension of 7 ft. R304
*crecs wI sloped ceilings less than 5 ft in height &Jurred ceilings less than 7ft DQ NOT comply
*5 0% or more of the required area must be at least 7ft high in rooms Tv/slQped ceiling
0
�= Egress clearance from window wells under cantilevered floors. R310.2
/blazing at Hazardous Locafions 8308
_ZL�Emergency Egress in all seeping rooms and basements with habitable space 8310
X6ne
required Exit Door shall comply with 8311..4
Landings at tap and bottom of stairways R311.5.4, and each side of each exterior door. R311.4.3
.� Stair Rise.._/ZStairway
Run 7 314" max. rise
Headxoom�`U' $" m
10" minead. nosing ire ' d if � 11. " !'Stair
. Width 3 �"
,n.) A.andrails (34"to 38" above stair easing)(831 i,5)
�Special conditions for circular, spiral and winder stairways and bullhead enclosures R311.5-8
Stairway Protection (enclosed accessible space under stairs shall be cowered with 1/2" dry-Nvall) R31-1.2.2
Guardrails complying with 8312 Handrails complying with. 8311.5.6
Smoke Alarms beach bedroom and common area and one on each leve) (R 313)
L. Energy
,,,f Homes with glazing < 15% of dross area of exp. walls (Townhouses < 25%) to comply wl
*Otherwise shall meet regitiremenk� of I.EC'C'_ fog- respective building type. N1101.2
Vapor retarder on warm invNintcr side of walls, cexXxng and floors R318
/Water Heater heat traps TECO 504.7
_Zbuct sealing and insulation N1103.3&4 or IECC 5,03.3.3.3, 503.3.3.4.3
lans match quantities & values on a "passing" REScheek compliance Depart
_4i
M. Mechanical
Chapter 11.
Gas appliances not in bedrooms, bathrooms.,, toilet roams, or storage closets G2406.2
//'Room access 24"' min width/Attic access clear opening 20x3O[Under floor x.o. 22x30. M1305
Potential vent/connector offset > 75% of total height (Exception provided by G2428) G2427.6.4
Dryer Vent length 2 5' max w/ 8' transition (- 5' per 9 0 deg tLims) M 1501.3
Gas "Point of deliveryand material used to determine pipe sizi"ng. G2413
FRAMING/MECH. CHECKLIST
Date:
Project: Merr-,- t
Job Address: 311
Se�gu�l
0
Building Permit Number-,
The following commends based on the 20D3 edition of the Intemational Residential Gude should be
resolved -before an occupancy permit i's issued. This correction fish is not a building permit. The' approrial
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
Concrete Slabs (3 112 " resin. thickness & 4" gravel base min.) R506.1
braced Wal! Panels (sheathing) mall or staple - 6'1 o, c. of edges & 12'1 a, -c. in field) Table 602.3(l)
Z -Adequate uplift control at floor line (sheathing splii on plate or � Y2X 35 straps 4T
0. -c. mudsilf to studs}
'Seismic hold-downs at garage panels <4' wide MAPA narrvwane! design i� �2'S" hold-downsp�, must he on
double stud or 3X with SII nail holes filled. R602.10.4
Foundation waterproofing to finish, gradeR406.1
Crawl space ventilation I sf per 150sf (w/ valor barrier Isf per 1500s�} within 3' of corner R408.1-2
-"--Cripple Walls over 4' sized as 2 story, under �4" must be solidly sheathed one side} R602.9
Mud Sil[ (bvlts in proper location, nuts tightened, 22"X22X3!16" washers (conditional), p re ss'u re treated or
redwood, joints blocked or under studs at wall and gaps'grouted or shimmed} R4011.6.1/1R602A101
Frame
,Fln�r Sheathing and nailin
g Typ. 3/4" T&G - 6" on edges & 12" in field (perpendicular to joist )
,Joist Spacing and Size (as per plans)
y
Z1_ Bearing (1-1/2" min.) & Lapping (3I min. where joists 12pover wall or beam)
Notching (depth -1/6 max., length -1/3 depth max., not in middle 1/3, ends- 114 depth max.) TJI-NO
./Boring {113 "d" max, >211af top or bottom or another hole or notch} TJX see chart
MEMMr
C--------
an#ilevers- Blockin ,reinforcement, span ands acro as per plans..
,ZJoists Under Load Bearing Partitions (shall be doubled as per Section 5D2.3.3, if plumbing space needed,
/I the joists shall be blocked 4' o. c.)
� Girders and Beams has per plans, nailed or mechanically connected to frame and proper bearing)
.,,-//Joist Hangers (check location & nailed properly)
...,,Draft Stop (required for over 1000 sq ft. of unusable space at floor/ceiling)
A
,Basement Wills (pressure treated or redwood sill plate properly fastened to slab)
Stair opening (as per plan & properly suppor#ed with hangers or walls) .
Stairs (check rise- 7 3/411 max., run- 1011min._, wari.- 31S" max, width -3 min. & headroom- 61..811) .
/Wall Layout (as per plans)
Interior Wail Spud Spacing (load bearing is same as exterior), 2411 o.c. max.}
Bearing Wall Window and Door Headers Nailing (edge lends)
Exterior Bearing Wall Stud Spacing - walls caraing roof Iload onl 2A-16 11 o.c. 12' mai
2x4-24 a.c. 10'max - 2x6-16"a.c. 1S max,- 2xE-24 o.c. 16 max, one floor &road: - �x4 16" a.�.,
10'max., two floors & roof- 2x4-1213 max 10' (Fig 602.3.2.(1-3))
Double Top Plate ooints lapped min: 2') or Single lop Plate (bearing whin 1 ° & adequately tied.at joints. by
3"x6° steel plates w/ 6 8d on nails each side) R602.3.2
tud Notching (bearing'25% max.) Boring 40% max, 5/8" min. to edges (60% if doubled)_.
Fire Blocking (rood space dine at wall, concealed spaces &-at suds over 101)
Fjrewalls �betv�reen dup��xes & garagelhvme) , firewall penetrations - elec, boxes- raked, ducts —
26 gauge & not open to garage, door --20 minute rated min.
Truss details (35# snow load and 90 mph winds),See truss, details
tioof trusses (spaced and braced as per manufacturer)
Rafter and Truss Tie -Downs and hanqeis
Rafters Lateral Support (block at bearing when exceeding 5 to 'I rule (2xl2,)
of Sheathing' Nailing ("H" clips w! 7/16), edges-6" o. c., field-12" o. c.
ic Access (provide 2211 x 3011 min. access where clear height > 3011)
n
4
Roof Ventilation (standard 7115Q or '1/34p if 50 - g0% is 3' above eaves}
Mechanical (Rough Plumbing Insp. Done? )
_Manufacturer's installation instructions are with the appliance (IRC 106.7.2/M1307.1)
Equiprnenfi has shutoff valves in sane room AFP exception) and within 6'of appliance (IFGC 4Q9.5)
Sediment Traps {if not built into appliance} at Furnace & W.H. (IFGC 408,4)
Ducf supports and seals metal - <
10' spacing & Flexible — < 4' max — (251 sag in 4')
Clvthes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside)
�uct insulation (insulation in non -conditioned Space)
Room access 24" min width 1 Attic access clear opening 20x30 rain (Under floor is 22x30)(IMC 306)
Pressure Regulators (access, vented, tee fitting each side) (IFGC 410)
,O/C_
Ga's pipes not in ventilating or circulating air duct 'IFGC 404.1)
s'
.Metallic gas pipe bends are smooth & free from buckling, cracks, or oth.... ages YFGC 4Q5.2}
Pressure Test:"Ilb��psi � min durationpressure drop
Gas Pipe Material: CSST
Branch Lines: Length
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ft
ft
ft
ft
ft
Sch40 MP
To POD
fit
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hopper
Diameter
Main Line ft Diameter
Appliance/BTU's (if known)
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