HomeMy WebLinkAboutCHECKLISTS - 05-00439 - 1272 Pleasant View - New SFRr
RESIDENTIAL PLAN CFIECKLIST
(2003 International Residential Code)
Date:
Project:
Building Permit Number:
Job Address:
lZ.7Z-
Zoning:
�I� rte— Number of Stories,. /� Basement: es No 1 Fin. Unfin.
Fixtures. -P
Floor Area (sf): ZX finished. ZO 7 6) unfinished, �O garage
valuation: $ Permit Fee: $ Plan, CheckFee: $
The following comments based on the 2003 edition of the Intemational Residential Code should be resolved
before a building permit is issued. This correction list is not a building pen -nit. The approval of plans and
specifications does not permit the violation of any section of the Intemational Residential Dade or any federal,
state or local regulations.
PLAN CHECK
A. Plans
To Scale /Legible
lot Plan Y T�'lood Plain�
4j
Floor 1 Foundation Plan
Section showing construction. details
� Building Elevations
/besign Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow 35 lb. Per sq ft.)
f'
Truss Calculation Sheets & Floor Joist Details
Mechanical Design
energy Calculations (R320 & Ch 11)
oning
BBe
(check
one - in some
cases LDR2 and MDR may apply)
LDRI
_Lot area —
LDR- 12, 0 0 0 sq. ft. min. (width 8 0 ft. min)
(widtl-160 ft. min.).( LDRI duplex - 10,000 sq. ft. min.)
& LDRI- 8,'000 sq. ft. min
C. Use
'Single Family
Duplex (LORI only - Conditional u.sepermit"!
D. Set Backs (taken from eaves)
/'Front set back (32 ft. from curb) Note: 60'
/ear set back (LDR 25 ft. & LDRI 20 ft.)
Yo min of front yard green
S ides set backs (6" for every Vit_ of building height with LDR - 7.5'min-, & LDRI - 6'min.)
/""Building -Height (maximum 30 ft.)
E. Footings
�'roper Size has per Table 4U3. 1, use 1500 psf unless soil type is known., Table 4D1.4.1 for soil bearing)
Rebar (2-#4 continuous}
Footing Depth (36" below finished grade and 12" below undisturbed soil; I8" to top of slab — xnteri'ar)
F. Foundation
ZFoundatioia walls wl rebar (city ordnance)
/'--1/2 " Amehor Bolts With 2"x 2"x 31.6" square washers (inch. interior bearing wads) R403.1.6.1
Foundation Drainage (f-oundations on sift sail shall be designed per R405)
/ Damp proofing/Waterproofing to finish grade. R406.1 (fnd. extends 6""rnin above grads R404-1.6)
/Crawl spare access of 18" x Z4" min. R4083 (may differ 10f mech appliance is in crawl space M1 305.1-4)
./Crawl Space Ventilation/Insulation —I sf vent per 150 sf. with moisture barrier
within 3' of each corner Onsulate walls gent to inside of home} R408.2
Grading slope away from house. R401.3
G. Fr-ame
eismic Hold Downs and Braced Wall Panels (R602.10)
Mors joists sized... as per R502.3, Wood I joists sized per manufr.
,-,.,Joists Under Lead Bearing Partitions shall be doubled.. R502.4
d"
Girders sized per 8542.5 or per manufr. Tables for engineered products
:-�Canfilevers (comply with 8502.3.3 or manufr instruction)
i sf. per 1500 sq. ft.) and
1 Floor Sheathing (3/4" min foriol'sts 24" oc & 518"' for joists 16'" oc) R503A
/'Wall (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5) 8602.3
Headers in Bearing Wall shall be designed as per Tables 502.5(1 &2) 8602.7
Roof Trusses (designed according to 8802.10.1) 35 11 Snow and 90 mph winds (Local Conditions)
Rafter and Truss tie -downs. (8802.10.5)
Attic Access 22"' x 30" min. o enin - (R807
H-xExteri"or Covering
Masonry and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 7Q3.9.1
I. R of Covering and Ventilation
Roof Ventilation asP er 8846
Asphalt Shingles (slope>2:12) w/ ice protection. (Other type: to comply w/ R905.�
J.Firewalls
/(Garage/House dry -wall separation (protect ext.
walls & beams supporting habitable spare) 8309.2
Door from Garage to House (1 318" solid woad or steel door, or 20 min. fire -rated doors 8349.1
---�Tvvo Family Dwelling Separation {I hr firs separation} Supporting structure also rated. 831.7.1
Twin home, & Townhouses (2 hr separation & 4' ovexburn protection or parapet) P.317.2
`
One hr walls parallel to and within, 3 ft of property dine wl NO openings. R302
penetrations in. previous 3 items to comply with R317.3
K. neral Requiremen
ts
110u,se Numbers 8321
� Haff Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms. R303.3
mmrw�interior and exterior stair illumination shall comply with R303.60
Bathroom Fixture clearances comply with Figure R307.2
One room at feast i20 sf ; /Other habitable roams 70 s£ min ter/ a min. dimension of 7 fE. R304
*areas w/slaped ceilings less than 5 ft in height &.furred ceilings less than 7ft DO NOT comply
x`50% or more qf the required area must be at least 7ft high in roams -vvI slowed ceiling
A�
f.
Egress clearance from window wells under cantilevered floors. R310.2
lazing at Hazardous Locations R308
,/GEmergency Egress in all sleeping rooms and basements with habitable space R310
/One required Exit. Dior shall comply with 8311.4
r'
Landings at top and bottom of stairways R311.5.4, and each side of each exterior door. 8311.4.3
Stair Rise l Run (7 314" max. rise & 10" min. �xead, nosing req' d x:f c 1 1 "} X. al Width (36" min),
Stairway Headroom. (68 min.) -Iandrai'ls (34"to 3S" above stair nosing)(R31.1.5)
joc—
especial conditions for circular, spiral and winder stairways and bulkhead enclosures 8311.5.8
�tairway Protection (enclosed accessible space under stairs shall be covered with 112" drywall) R311.2.2
Z
l
XGuardrails complying with P.312 /"`�Handrails complying with 8311.5.6
:Z,Smoke Alarms (each bedroom and common area and one an each level) (R 313)
L. Energy
Homes with glazing < 15% of gross area of ext. walls (Townhouses < 25%) to campy w1 Chapter 1 I .
*Otherwise shall meet requirements of 'IECC, for respective building type. N1101.12
.ZVapor retarder on warm in winter side of wars, ceiling and floors 8318
*Water Heater heat traps IEC C 504.7
/Duct or ECC 503.3.3.3 503.3.3.4.3
sealing and
Plans match quantities & values on a "passing" REScheck compliance report
M. Mechawical
/Gas appliances not in bedrooms, bathrooms., toilet roams, or storage closets G2406-2
Room access Z4" min width/Attic access clear opening 20x_30/Under -floor no. 22x3. M1305
Potential ventJconnectnr offset > 75°/a of total height (Exception provided by G2428) G2427.6-4
Diryer Vert length 25' max. Irl S' transition (-S' der 90 deg burns) M1541,3
Gas "po
nt of delivery" and material used to determine pipe sizing. G2413
M
FRAMING/MECH. CHECKLIST
MOM
Date:
Project:
Job Address-
Bu'lldi`ng
Permit Number:
The following commends .based on the 2Q03 edition of the Intemational Residential Code should be
resolved before an occupancy permit is issued. This correction dist is not a building permit. The' approval
of plans and specifications does not permit the violation of any section of the l -t U. nal Residential
Code or any federal, state or local regulations.
Exterior
Concrete Slabs (3 112 min. thickness & 4" gravel base min.) R506.1
Braced Wall Panels (sheathing) (nail' -or staple - 6" o. c. of edges & '12" v. c. in field) Table 602.3(1)
Adequate uplift control at floor line (sheathing split an plate or 1 % X 36" straps 4' o. c. mudsill to studs
{ Seismic hold-downs at garage panels <4' wide (APA narrow panel design if X2'8"), bald -dawns must be an
doable stud or 3X with all nail holes filled. R602.10.4
r
Foundation waterproofing to 'Finish gra6-eR406.11 _
7 -"Crawl space ventilation 1 sf per 'I 50sf Owl vapor barrier 1 sf per 1500s�} within 3' of comer R408.1-2
i Cripple Walls (aver 4' sized as 2 story, under 14 must be solidly sheathed one side) R602.9
Mud 5i[I (bol s in proper location, nuts tightened, 273 x2"x3116 11 washers (condltional),- pressure treated or
redwood, joints blocked ar under studs at wall and gaps grouted or shimmed] R403.11.6.1 1 R602.11.1
Frame
I . 41 /Ifloor Sheathing and naffing Typ. 314" T&G -- 6" cin edges & '12" in field(perpendic''ular �o J'oist
Joist Spacing and Size has per plans)
% Bearing (1-1/211 min.) & Lapping (3" min. where joists i
ap over wall or beam)
.-Notching
(4epth-1/6 max., lenqth-1/3 depth max., not in middle 1/3, ends- 1/4 depth max.) TJI-NO
Boring ( 1l3 "d" max, >2" of tip or bottom or another holy or notch) TJI gee chart
/C? an�il��ers- �locki�, reinfi�rcement, span, and s�.�acing as per plans.
Joists Under Load Bearing Partitions (shall be doubled as per Section
the joists shall be blocked 4' o. c.)
502.3.3, if plumbing space needed,
Girders and Beams has per plans, nailed or mechanically connected to frame and proper bearing)
�oist Hangers (check location & nailed properly)
Draft Stop (required for over 1000 sq ft. of unusable space at floor/ceiling)
Basement Walls (pressure treated or redwood sill plate property fastened to slab)
1
tair Opening has per plan & properly supported with hangers or walls)
Stairs(check rise- 7 314" max., run- 10" ruin., pari.- 3I8" max, width -3' rein_ & hea*droom.61-8[1)
/-"Wall'
Layout has per plan's)
..� Interior Wall Stud Spacing (load bearing is same as exterior), 2411 O.C. max.}
/Bearing Wali Window and Door Headers N2iling,(edge lends)
Exterior Bearing Wall Stud Spacing -- wails carrying roof loa
2x4-24" o.c. 10'max,_ 2x6-16" o_c, 18'max1- 2x6-2411 o.c_
i aniv; 2x4-16 it o.c, 12'max
16' max, one floor & -roof. - 2x4-16 O.C.
10, max., two floors & rOOf; 2x4-12" max 10' (Fig 602.3.2.(1-3))
Double Top Plate Ooints lapped min: 2'} or Single Top Plate (bearing wlin 1" & adequately tied.at joints by
3"xE" steel plates wl 6 8d on nails each side)'R602,3.2
tud Notchi(bearing 25% max.) Borinc40% max, 5/811 min_ to edges (60% if doubled)
UFire Blocking (roof space line at wolf, concealed spaces & at studs over 10')-
ZFFirewalls(between duplexes &garage/home) , firewall penetrations - elec, boxes- rated, duds
26 gauge & not open to garage, door —20 minute rated min.
Roof
Truss details (35# snow I.oad and 90 mph winds} See truss. details
Roof Tresses (spaced and braced as per manufacturer)
Rader and Truss Tie --Downs and hangers
�Rafters Latera! Support (block at hearing when exceeding 5 to 'l rule (2x1 2)
Roof S heathi n g: N a i 11 n g ("H" clips w1 7/16"), edges-6" Q.cf. , field-12" 0. C.
.1Z
ttic Access provide 22" x 3�" m
in. access where clear height > 30"}
4
Roof Ventilation(standard �1�5Q or 1/300 -80%',_,�, 5� 3 above eases}
Mechanical (Rough Plumbing Inspl,Do .ne? )
_Manufacturer's installation instructions are with the appliance {IRC 106.7.2/M1 307.1}
.� `Equipment gas shutoff valves in same room AFP exception) and within G' of appliance (IFGC 409.5)
Sediment Traps (if not built into appliance) at Furnace & W.H. OFGG 408.4)
.//Duct 5and sealed metal - < 1 O'spacing & Flexible — < 4' max — (2" sag in 4')
Clothes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside}
s
Duct insolation (insulation in non -conditioned Space)
Roam access 24" min width 1 Attie access clear opening 20x3 min (Under floor is 22x3O)(IMC 306)
�ressure Regulators {access, vented, fee fitting each side} TGC 410)
Gay pipes not in ventilating or circulating air duct IFGC 4D4.'1 �
Metallic gas pipe fiends are smooth & free from buckling2- AY 7,
cracks, or other damage (IFGC 405.2)
pressure i est: psi C- min duration Ib pressure drop
Gas Pipe]Vl2terial: CSST Sch40 MP Copper
Branch Lines: Length To POD Diameter
ft ft
ft ft
ft. ft
ft ft
ft ft
ft ft
ft ft
Main
Line ft Diameter
Appliance/BTU's (if known)
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