HomeMy WebLinkAboutCHECKLISTS - 05-00098 - 625 Autumn Ct - New SFRRESIDENTIAL PLAN C
(2003 International Residential Code)
Date: Building Permit Number:
DS ooa�g
Project: r/�S�
gf-oj:!�,J�—Io,,,III Address: 10i
40,
Zoning: 9Zz_ Number of Stories: �-
Basement,
es No / Fin Unfin. Fixtures: 30
Floor Area(s�:7 Jfinished, 7 / �
unfinished, 500
garage
Valuation* $
Permit Fee: $
Plan Check Fee: $
The following comments based on the 2003 edition of the ln%matior]a! Residential Code should he resolved
before a building permit. is issued. This correction listxs not a building permit. The approval of plans and
i fdoes-,, i ,
SPee icafion,,� nilint pt-m;t violation
TY v a lull vi any section 01 the In
state or local regulations.
PLAN CHECK
As dans
To Scale
X
Plot Plan
Legible
YN Flood Plain
-
�Floo'r /Foundation Plan
i Section showing Construction details
,°'` All -Building Elevations
ematlonal Residential Code or any federal,
,/'Design Criteria (shall be identified is Wind - 85 m.p.h., Snow -
35 1b. Per s 'n I \
.-I q n.)
1= TC l 1 .t Sheets &
ru
"`F
Mchl Design
C�'t{loor Joist Details
_hnergy Calculations (R320 & Ch 11)
Zoning (check one - in some cases LDR2 and MDR may apply)
LDR LDRI Lot area — LDR- 12%000 sq. ft 6 80 ft. min) & LDRI-8,00
min.(width
L10,000
LDRI duplex - (width,60 ft. min.) sci. ft. min.)
0 sq. ft. min
C. "Use
Single Family
Duplex (LDRI only - Conditional useRermxi?
D. Set Back. (taken from eases)
`Front set back(32 ft. from curb} dote;
60% min of front yard green
,Z
Rear set back (LDR 25 ft. & LDRI 20 ft.)
Sides set backs (6" for every ft. of building height with LDR - 7.5'min., & LDRI - 6min.)
Building -Height (maximum 34 ft.)
E. footings
Proper Size (as per Table 403. 1,
use 1504 psf u�a.less soil type is knoNNm, Table 401.4. 1 for sail bearing)
Rebar (2-#4 continuous)
Footing Depth (36" below finished grads and 12" below undisturbed soil; 18,, to tap of slab — inferior}
F. Foundation�Foundation walls wl rebar (Oty ordinance}
X.1/2" Anchor Bolts with 2"x 2"x'.03/16' square washers (incl. interior bearing walls) R403.1.6.1
i
Foundation DrainacTe (foundations on sift soil shall be designed per RHOS)
Damp pro ofmg/Waterproofing to finish grade. R406el (fnd. extends 6"' min above grade 8404.1.6)
Crawl space access of 1801" x 24" i�nin. R408.3 (may differ if meth appliance is in crawl space M1345.1.4)
Crawl Space Ventilation/Insulation =1 sf vent per 150 sf. with moisture barrier
within 3' of each comer(insulate walls vent to inside of home)R408.2
r�
X_
Grading slope away from house. 8401.3
.Frame
�eismic Hold Downs and Braced Wall Panels (R602-10)
/Floors joists sized as per R5023, mood Y joists sized per manufr.
,j
Joists Under Lead Bearing Partitions shall be doubled. 8502.4
G irders sizedp er 8502.5 or per manufr. Tables for engineered products
Cantilevers (comply with R502.3.3 or manufr nstiructian)
1 s£ per 15 00 sq. ft. ) and
.ol Floor Sheathing (3/4", min forjoists 24" oc & 5/8" forJoists 16"" oc) 8503.1
Wall (bearing and nonbearing stud
b} sizes, height � spacZing per Table 602.3(5) 8602.3
Headers
in B earing Wall shall be designed as per Tables 5 02.5 (1 &2) R602o 7
Roof Trusses(deagned accord'R802.1._ ung to �.1) 3 5 # and 94 mph winds
A -Rafter and Truss tie -dawns. f"002,10.5
......... —Attic Access 22"X�' 30 min. openin
H. Exterior Layering
(Local Conditions)
r` Masonry and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 701.9.1
I. Roof Covering and Ventilation
Roof Ventulatifln as per R806
.�Asphalt Shingles(slone>2:12 w/ �} ce prosection. (0th type:
I Firewalls
/Garage/House dryNvall separation (protect ext.
le' Door from Garage to
tO comply w/ R905.�
walls & beams supporting habitable space} X%309.2
House (1 3/811 solid wood or steel doer, or 20 min. fire -gated door) R349.1
Two Family Dwelling Separation (I hr fire separation) Supporting structurerated. 8317, 1
Twin homes & Townhouses (2 hr separation & 4' overburn pro'
ection or parapet) R317.2
ane hr walls parallel to and within 3 ft of property line wl NO openings. R302
'enetrations in previous 3 items to comply with R317.3
K. General Requirements
/Iiouse Numbers 8321
/ .E�alf Openable 3sf window or
Mech. Ventilation in bathrooms, water closets, and s*miIa.r rooms. R303,3
Interior
and exte
nor stair illumination shall comply with R303,6,
l Bathroom Fixture clearances
co P
ly with ��gure �t307,2
One roam �.t least 120 sf. ; Oth�� ]�abitahle rooms 74 sf. min wl a min, dimension of 7 ft. R304'`areas Iv/sloped ceilings less than Sft in height &fiirred ceirings less than 7 t D�
*50% o�- more of the.required area must be at feast 7ft high in Yooms w/ sloped ��T ca�nply
ped ce�ltng
i-
egress clearance from window wells -under cantilevered floors. R310.2
,� -Glazing at Hazardous Locations R308
rf`Emergency Egress in all sleeping rooms and basements with habitable space R310
/� One required Exit Door shall comply with 8311.4
1 -de of each exterior or door. 8311.4.3
ays R3113.4-.- rl
top and bottom of stairw and each s
Z Landings at
�tai�c3/4?1max. rise& 101'min. tread, nosing req`d if<11") ZStairWidth(36 min),
�.xs,e /Run (7 5
11 *Is X34"to 38" above stair g)(R311
nosin*)
/stair -way Headroom (6' 8 min.) -,-,e-`Hand-rai
Apecial conditions for 6rcular, spiral and winder stairways and
bulkhead enclosures R311-95.8
der stairs shall be covered with 1/2 drywall) 8311.2.2/'Stairway Protection (enclosed accessible space un
Zcuardrails complying with R312
G
-� Handrails complying with R311.5.6
/
Smoke Alarms (each bedroom and common area and one on each level)(R 313)
L. Energy
ouses < 25%) to comply w/ Chapter I I
with glazing < 1 5% of gross area of ext. walls (i ownh
�I�omes
*Otherwise shall meet requirements of IE C for respective buildin type. N'1101-2
Vapor retarder on warm in winter side of walls, ceiling and floors R318
*Water Heater heat traps IECC 504.7
seal�uctng and insulation N1103*3&4 or JECC 5033339-503*33.43i
dans match quantities &values on a, "'passing"" REScheck compliance iance report
M. Mechanical
toilet grooms, or Storage closets G24061
/Gas appliances not in bed -rooms, bathroom,
�'�
7-
M
Room access 24" min width/Attie access clear operaing 20x30lUnder floor r.o. 22x3O. M1305
0 1-0tential vent/connector onset > 75% of total height (Exception provided by G2428) G2427.6.4
max w/ 8' transition (-5' per 90 deg turns) M150193
Vent length 2,Dryer
V i
Gas "-point of delivery" and material used to determine pipe suing. G2413
FRAMING/MECH. CHECKLIST
Date.-
Project
Job Address.-
Building
Permit Number.-
The following comments based an the 2003 edition of the Inte
tional Residential Code should
resolved before an occupancy permit is issued This correction I1St is not a h� �iHinn narri,�+ Th�, b
uT
plans and specifications does not permit the vio
Code or any federal, sate or local regulations.
Exterior
Iti of any section of the Intemational Residential
.Concrete Slabs (3 112 " min. thickness & 411 gravel base min.) Rgnt; I
Braced Wall -Panels (sheathing) (nail or staple - 611 0. c. of edges &
.4 -Adequate uplift control at floor ling (sheathing split on plate or i
0
121F o, c. in field) Table 602.3(1)
Y2X 3653 straps 4'o. c. mudsil! to studs}
SelsmiC hold -dawns at garage panels <4' wide (APA narrowpanel desrgn �f<2'8"), hold-downs must be on
double stud or 3X with all nail hakes filled. R602.10.4
, Foundation waterproofing to finish gradeR406.1
�'pCrawl space ventilation Isf per 'I 50sf tvA,►1 vapoai i ur,,i i st per I ODpsfi} within 3 ' of corner R408. 1 .Z
Cripple Walls (over 4' sized as 2 story, under 14" must be solidly sheathed one side)
R602s9
/?Mud Sill (bolts in proper location, nuts tightened,,s � x2 x31'16F} washers (conditional), pressure treated or
redwood, Joints blocked or under study of wall and gaps grou#ed or shimmed) R403.1,6.'� 1 R602.1 'I,'�
Frame
Flog Sheathingand31411
nailing Typ.
.
Joist
Spacing and Size {as per plans)
T&G - G" on edges & 1.2" in field {perpendicular to joist �
r
��Bearing (1--112" ,min.} &_ LaippLinci (3l1 miry_ where joists lap over wall or beam)
Notching (depth -1/6 max., lenqth--1/3 depth max., no in middle '113, ends- 114 depth max.) TJI.-NO
F Boring
(1/3 max,
"d"
>2" of top or bottom or another hole or notch) TJ1 see chart
;Cantilevers- Blo, ckinq, Le inforcem span and spacing as per plans.
,foists Under Load Bering Partitions (shall be doubled as per Section 502.3.3, if plumbing space needed,
the foists shall be blocked 4'o. c.)
,,/Girders and Beams has per plans, nailed or mechanically connected to frame and proper bearing)
.0/
,xiolist Hangers (,check location &nal#ed properly)
for
Draft Stop (required for over 1000 sq ft. of unusable space at floorlceil�ng}
Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
Stair Opening has per plan & properly supported with hangers or walls)
Stairs (check rise- 7 3/4" max., run -10 rnin., vari.- 318" max, width-3min. & headroom- 61-811)
�_Wall Layout (as per plans)
�n#erior Wail Stud Spacing (load bearing is same as exterior), 2411 O.C. max.}
�earing Wall Window and Door Headers Nailing (edge lends]
.•�'��r+c�rinr RParirlci Wall StUd Snacinci - walls carr
�^
roof load on[ Yi 2x4-16" o.c. 12' mix
2x4-2411 o.c. 10'max1 2x6-1611 o.c. 18' max - 2x6-24" O.C. 16' max, one floor &roof: - 2x4 16" O.C.
10'max., two floors & TOOT; .2x4-12 Jmax 10' (Fig 602.3.2.(1-3))
/Double Top Plate (joints lapped min. 2') or Single Top Plate (bearing Min1" & adequately tied at joints by
3" x6" steel plates w! 6 8d on nails each side) R602.3.2
St
ud Notching,(bearing 25% max.) Boring40% max, 518" min. to edges (60% if doubled)
Fire Block -Ing (roof space line at wall, concealed spares & at suds over 10')
zo/Firewalls (between duplexes & garage/home) , firewall p - Alec. boxes- rated, ducts
;P 126 gauge & not open to garage, door —20 minute raked min.
RP)Df
�°r` Truss details (35# snav+v load and 90 mph winds) See truss details
//O�Roof
Trusses spaced and braced as per manufacturer)
"-.A
/Rafter and Truss Tie -Downs and hangers
-0--'Rafters Lateral Support (block at bearing when exceeding 5 to I rule (2x12)
.Roof Sheathing: Nailing ("H" clips wl 7/1617), edges -6" o.c., field -'#2" o.c.
Atfic Access (provide 22" x 30" min. access where clear height > 30")
Us
Roof Ventilation(standard 1i150_80% or 5a is 3 above eaves}
MecharliCal (Rough Plumbin9 Insp. Dane?
�IV�anufacturer's installation �nstruGfi�ons are with theappliance (IRC 106ml,21MI307ol)me
Equipment gas shutoff valves in same room AFP exception) and within 6' of applianceiFGC 409.5)
4
Sediment Traps cif not built into appliance) at Furnace & W.H. (IFGC 408-4)
Duct Supports and sewed
mega! - <I 0 spacing & Flexible — < 4'rnax — (2a, Sag in 47}
xClothes Drier Ducts (sold r�neta! ducts . 7n
a screws extending rnto dust & vent directly to outside)
Duct insulation (insulation in non -conditioned Space)
_ �Raom access �4" min width J Attic access clear opening 20x3OP g min {Under floor is 22x30)(1MC 3p6)
Pressure Regulators access, vented, tee fitting each side) (IFGC 410)
- . Gas pipes not in ventilating or circulating air duct (IFGC 404ol)
CMetallic gas pipe bends ars smooth & free from buckling, cracks, yr other damage �1F�C 405.2y
Pressure Test: psi min duration �Ib pressure drop
Gas Pipe Materials CSST
Branch Lines.- Length
ft
ft
ft
ft
ft
SCh40 MP Copper Main Lire A Diameter
To Pad Diameter App iance/BTUs (if known)
ft
ft
ft
ft
.--won ------ FAD..,ft
ft
ft
.Orr
E2