HomeMy WebLinkAboutCHECKLISTS - 05-00084 - 387 Talon Dr - New SFRRESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Date: 3- Z 3 r --o,5"
Project: 101� ,-e,..�kf-
Zoning,
: L D tZ
Building Permit Number:
Joh Address:
Number of Stories,. Basement5g__No Fin. Unfin.
fir.
Floor Area (sf)... Z,60" fi Wished, unfinished, 7.3 { garage
Valuation: $
Permit Fee: $
Fixtures: /41
Plan Check Fee: $
The following commends based on the 2x43 edition of the Intemational Residential Code should be resolved
before a building 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 Intemational Residential Code or any federal,
state or local regulations.
PLAN CHECK
A. Plans
/To Scale
Plot Plan
egible
Y &lood Plain
Floor 1 Foundation Plan
Section showing construction details
All Building Elevations
Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow - 35 lb. Per sq ft.)
Truss Calculation Sheets & Floor Joist Details
Mechanical Design
/Energy Calculations (R320 & Ch 11)
B. oning (check one - in some cases LDR2 and MDR may apply)
LDR LDR1 Lot area — LDR- 12,000 sq. ft. min. (width 80 ft. min)
(width6O ft. min.).( LDR I duplex - 10,,000 sq, ft. min.)
& LDRI- 8,000 sq. ft. rnin
il
C. Use
Sx�agle Family
Duplex (LDRI only - Conditional us'permit?
D. Set hacks (taken from eaves}
Front sit back (32 ft. from curb)
f
,,/Rear set bac
ZZ ote: 60% min of front yard green
k (LDR 25 ft. & LDRI 20 ft.)
des sit backs (6" for every ft, of building height with LDR - 7.5'min., & LDRI - 6'min.)
///Building -Height (maximum 30 ft.)
E, ootings
Proper Size {as per Table 403.1, use 1500 psf unless soil type is la-lown, Table, 401.4.1 for soil bearing)
Rebar (2-#4 continuous)
/,,Footing Depth (36" below finished grade and 12" below undisturbed sail; 18" to tap of slab — interior)
F. Foundation
,/OoFoundation
walls wl rebar (city ordinance)
�l2`' Anchor Bolts with � � �' square washers (incl., inferior bearing walls) R403.1.6.1
�oundation Drainage (foundations an sift soil shall be designed per R405)
Damp proofing/Waterproofing to finish grade.
R406.1 (fnd. extends 6""min above grade 8404.1.6)
Crawl space access of 18" x 24" min. R40$.3 (may differ if meth appliance is in crawl space M1305.1.4)
,oeoo
r
Crawl Space
within 3'
Ventilation/Insulation =1 sf vent per 15D sf (with moisture barrier I sf.
of each earner (insulate walls vend to inside of homed R40$.2
00""
..,:,.//OOGrading slope avvay from house. R401.3
G. Frame
Seismic Hold Downs and Braced Wali Panels (R602.10)
Floors 'oists sized as per R502.3, Wood I jests sued per manufr.
Joists Under Load Bearing Partitions shall be doubled. R502.4
--=' Girders sized per R502.5 or per manufr. Tables for engineered products
Cantilevers (comply with R502.3.3 or manufr instruction)
er 1500 s
. ft.) and
A
/'/Floor Sheathing (3/4" min for joists 24" oc & 5/8" for joists 16"' oc) 8503.1
/Wall (bearing and nonbearing) stud sizes, height & spacing per Table, 602.3('5) 8602.3
Headers -in fearing Wall shall be designed as per Tables 502.5(l &2) R602*7
Roof Trusses (designed according to R802.10-1) 35 # Snow and 90 mph winds
./Rafter and 'Truss tie -
dawns. (R802.10.5)
__,olA ttic Access 22" x 30" min. opening P �
H. terior Covering
asonry and stucco shall have weather resistive barrier over exterior sheathin
(Local Conditions)
g 8703.2 & 703.9.1
I. of Covering and VentlUation
Roof Ventilat*on as per R806
ZShingles(slope>2:12) wl ice protection. (Other type-, to comply w/ R905.
J. Firewalls
_,,O�GaragelHouse dry -wall separation (protect ext.
walls & beams supporting habitable space) R309.2
ele<
Door from Garage, to House (I 31S" solid wood or steel door., or 24 min, fire -rated door) R309.11
Two Family Dwelling Separation (1 hr dire separation) Supporting structure also rated. x.317.1
Twin homes & Townhouses {2 hr separation & 4' overbum protect -ion or parapet} R317,2
One hr walls parallel to and within 3 ft of properly I ione Nv1 NO openings. R302
in previousPenetraflom, 3 items to comply tivifh 8317. 3
K. General Requirements
%house Numbers 8321
��Ia1f Openable 3sf window or Mech. Ventilation �n bathrooms, water closets, and similar roams. 8303.3
tenor and exterior stalx illumination shah comply with R303.6.
XPathroom Fixture clearances comply w 1 '
nth Figure R307-.2
One zoom at least 124 sf.; ether habitable rooms 70 sf. min w/ a min. dimension of 7 ft, 831}4
*urcrxs w/ sloped ceilings less than � ft in height & furred'ce ilings less than 7ft DCS NOT comply
*50% or n2are of the required area roust- be at least 7ft high in rooyns w/sroped ceiling
. Egress clearance from window wells under cantilevered floors. 8314.2
/Glazing at Hazardous Locations R308
f
Z I/ Emergency Egress in all sleeping roams and basements with habitable space R310
One required. Exit Door shall comply with 8311.4
.,Z�IZ
andings at top and bottom of stairways 831 � .5.4, and each side of each exterior door,, R311.43
Stair Rise/ Run (7 314" mom. rise & I0" min. tread, nosing req'd if E11"} Stair Width (36" min),
oe
Stairway Headroom 6' 8" min.) Handrails (34"to 38" above stair nosing) (P,311.5)
-,*—Special conditions for circular, spiral and winder stairways and bulkhead enclosures 8311.5.8
Stairway Protection (enclosed accessible space under stairs shall be covered with 1/2"' dry«all) 831.1.2.2
Guardrails complying with 8312
� Handrails complying with R311-5-6
,Smoke Alarms (.each bedroom and common area and one on each level) (R 313)
L. Energy
-'" Homes with glazing < 15% of gross area of ext. walls (Townhouses < 25%) �to comply wl
*Otherwise shall meet requirements qfJECCfor respective building type. N110192
Vapor retarder on warm in winter side of wills, ceiling and floors 8318
Water Heater heat traps IECC 5d4.7
duct sealing and insulation N1103.3&4 or IECC 5U3.3.3.3, 503.33.4.3
L� Plans match quantities & values an a
"passing" REScheck compliance report
M. Mechanical
.-I
Gas appliances not inbedrooms, bathrooms, toilet rooms, or storage closets G2406.2
10
Chapter 1 1.
00�
//Room access 24" miry width/Attic access clear opening 20x3O/Under floor no, 2200. M1305
Potential vent/connector offset > 75% of total height (Exception provided by G2428) G2427.6.4
ZT,n�er Vent length 2S max w/ 8' transition (-5' per 90 deg turns) M1501.3
Gas" -point. of delivery" and material used to determine pipe sizing. G2413
FRAMING/MECH. CHECKLIST
Date: S- 1 1 - oS-
Project: �'�.s1�
Job Address:
357
Building Permit Number: Os' aoo8y
The followj`ng comments based on
resolved before an occupancy perm
the 2003 edition of the Intemational Residential Cade should be
it is issued. This correction list is not a building permit. The approval
Ui pians ana speciticatjans does not permit the violation of any section of the Intemational Residential
Coope or any federal, stake or local regulations.
Exterior
Concrete Slabs (3 1/2 " ruin. thickness & 4"gravel base min.} R5061
Braced Wall Panels (sheathing) (nail or staple - 6" o, c, at edges & 12" a. c. in field) Table 602.3(l)
ZAcdequateY2X MMMMMMMMW---§
uplift control at floor dine split on plate or 36 23straps 4 o. c. mudsill to studs)
LSelsmic hold-downs atgaragepanels ��wi�d if� ,�PA narrow panel design �2 $ held -downs must be on
double stud or 3X with all nail hoses filled. R602,10.4
ft"" Foundation waterproofing to finish gradeR406,1
Crawl space ventilation 1 sf per 150sf (w/ vapor barrier 1 sf U s� wifihin 3' of corner 8408.'! -2
'0'
Cripple Wails (aver 4'sized as 2 story, under 14" must be solidly sheathed one side} R602w9
Mud Sill (bolts in proper location, nuts tightened, TxTx3/16" washers (conditional), pressure treated or
redwood, Joints blocked or under studs at wall and gaps grouted or shimmed) R403.'1.6.1 1 R602.'1 7.1
Frame
!Floor Sheathing and nailing Typ. 3/4"
T&G-6"on edges & _211in field (perpendicular to joist)
Joist Spacing and Size (as per pians}
0-_�
ZBearing 0-112" mina & Lappinq {3°' min. where joists dap over wa1l or beam}
Notching {depth -1l6 max. lenqth-1/3 depthM2X., not in middle X13, ends- 114 depth ma
�Bar'rn9(i13 "d" max, >2" at top or bottom or another hole or note) TJ1 see chart
'0'or
///Cantilevers- Blocki reinforcemen#, span and spacing as per pians.
Joists Under Load Bearing Partitions (shall be doubled as per Section
the joists shall be blocked 4' o. c.)
502.x.3, if plumbing space needed,
Girders and Beams has per pians, nailed or mechanically connected to frame and proper bearing)
.� Joist Hangers (check location & nailed property)
X",
� Draft Stop ( for over 1000 sq ft. of unusable space at floor/ceiling)
,Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
fair Opening {as per plan & properly supported with hangers or walls}
,Stairs {check rise- 7 314" max., run- 10" min., van. -3/8" max, width -3' min. & headroom- 6'.801)
r
V11al1 Layout (as per plans) 00`T
Interior Wall Stud Spacing (load bearing is same as exterior), 24" a.�c.or 1.
Bearing Wall Window and Door Headers Nailin (edge lends)
max.}
Exterior Bearing Wall Stud Spacing = walls carryginroof load only; 2x4-1 6" o.c. 12' max
2x4--24" o.c. 10' max,- 2x6-16" o.c. 18' max,- 2x6-24" o.c. 1 6' max, one floor & roof: - 2x4 16 O.C.
I O'm.ax. , two floors & roofs, 2x4-12" max 10' (Fig 602.3.2.(1-3))
d' Double Tor) Plate (joints lapped min. 2') or Single Top Plate (bearing w/in I -'-' & adequately tied at joints by
3" x6" steel plates w/ 6 8d on nails each side) R602.3.2
/Stud Notching(bearing 25% M2X.) BoriM40% max, 5/8" min. to edges (60% if doubled)
//Fire Blocking (roof space line at wall, concealed spaces & at studs over 10')
.ZFirewalls (between duplexes & gararge/home) , firewall penetrations - elec. boxes- raked, ducts --
26 gauge & not open to garage, door —20 minute rated min.
f
ass details {35# snow load and 90 mph winds} See truss details
Z,'Roof Trusses (spaced and braced as per manufacturer)
V 11_11'
Rafter and Truss Tie -Downs and hangers
! Rafters Lateral Support (block of bearing when exceeding 5 to 1 rine 2x1 2)
,Roof Sheathing: Nailing ("H" clips w1 7/16 33), edges -6" o.c., field -'f 2" o.c.
LAtfic Access (provide 22" x 30" miry. access where clear height > 3Q")
Roof Ventilation (standard 11150 or 1/300 if 50 - 80°/o as 3above eaves)
Mechanical (R.oughPlumbin gInsp, Dvne?
Manufacturer's installation instructions are with the appliance CIRC 106.1-21MI307.1)
.Equipment gas shutoff valves in same room AFP exception) and within 6'of appliance (IFGC 409.5)
Sediment Traps (if not built into appliance) at Furnace &'W,H. (IFGC 408.4)
Duct Supports and seated metal - < 1 O'spacing &Flexible — c 4' max — (213
sag in 4')
Clothes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside)
Duet insulation (insulation in non -conditioned Space)
Roam access 24" min width 1 Attic access clear opening 20x,30 min(Under floor is 22x30)(.1MC 3001
Pressure Regulators (access, vended, tee fitting each side) (IFGC 410)
/ Gas pipes not in ventilating or circulating air duct (IFGC 404.I }
Metallic gas pipe bends are smooth & free from buckling, cracks, or other damage VFGC 405.2}
Pressure Test: �O'
• psi /3 min duration 10 Ih nrA_qc"rA rirnr,
Gas Pipe Material: CSSTq-c=h4OMP: 'Copper
Branch Lines: Length
rM
11
ft
ft
ft
ft
ft
Fon
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ft
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Diameter
Main Lige ft Diameter t
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Appliance/BTU's (if known)
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