HomeMy WebLinkAboutCHECKLIST - 05-00333 - 1198 Pleasant View - New SFRDate
,-
-�.
Project:
Job Address:
FRAMING/MECH._CH CKLIST
now
Building Permit Number: e-9 5-- C,- 01 3'-1
VI// T e,,�J
III I S F91
The
following commentsbased on the 2003 editivn ofi the In�ernat��a1 Resfder�fra! �ode uld be
resolved before an occupancy perm -it is issued. This,correction list is not a building permit'. The' approval
of plans and specifications does not permit the violation of anrr section of the IntPrnafilo nat FP_.(�inip-ntiae
Code or any federal, state or local regulations.
Exterior
-�- ,Concrete Slabs (3 X12 ruin. thickness & 4" gravel base min.) R506.1
Braced Wall Panels sheathing} snail or staple - 611 o. c, at edges & 1Z" o, -c. in field) Table.602.3(l)
adequate uplift control of floor line (sheathing split on plate or '1 Y2X 3615 straps 4' o. c. mudsill to Muds)
r
Seismic hold-downs at garage panels <4' wide MAPA narrow panel design if X2'8"}, h
old -downs must be on
double stud or 3X with all nail hales filled. R602.10.4 _
Foundation waterproofing to finish gradeR406.1
—Craw! space ventilation I sf per 150sf (w/ vapor barrier 1 sf :per 1500sf} within 3' of corner R408--1 w2
'df
/Cripple Walls (aver 4'sized as 2 story, under 14" must be solidly sheathed one sided R602.9
, Mud Sill (bolts 'inra e�- location, nuts ti h#erred �"
P p g x2 31 x3/16 washers (conditional), pressure treated or
redwood, joints blacked or under studs at wale and gaps grouted or shimmed) R403,11,6.1 1 R602.11 A
Frame
Floor Sheathing and nailing Tye.
314" T&G - 61T an edges & 12" in field {perpendicular to joist)
w'
14--Joisf Spacing and .Size has per plans)
/�Bearing (1-1/2" min:) &-kapping (34F min. where joists dap over wall or beam)
Notch -Ing de th-1/6 max., length -1/3 depth max., not in middle 1/3, ends- 114 depth max.) TJI-NO
Boring (1I3 "d" max, >2" of top or bottom or another hole or notch) TJI see chart
,/"Cantilevers- Blocking, reinforcement span and spacing as per plans.
,/-Joists Under Load Bearing Partitions (shalt be doubled as per Section 502,33, if plumbing space needed,
the joists shall be blacked 4' o. c.)
ZGIrders and Beams has per plans, nailed or mechanically connected to frame and proper bearing)
'rool".
,L...foist Hangers (check location & nailed properly)
zeecDraft Stop (required for over 1000 sq ft. of unusable space at floorIce'll'Ing)
,zodasement Walls (pressure treated or redwood sill plate properly fastened to slab)
Stair opening (as perpl2n & properly supported with hangers or walls)
Stairs (ch eck rise- 7 3/411 max., run- 1011 min., pari,- 318" max, width -3' min. & head room- E'-8")
Wall Layout (as per plans)
-40000 interior Wall Stud spacing (load bearing is same as exteriar), 24" o.c. max.} -
ZBearing Wall Window and Door Headers Nail (edge/ends)
�''Exterior Bearing Wall Stud Spacing - walls carryin
roof load onl 2x4-16" o.c. 12'max
2x4-2411
10'
- 2x6-16" o.c. 18'maxz 2xE3-24" .
16' max, one floor & roof: �. 2x4 16 o. C.
110'Max., two floors& roO 2x4-12" max 10' (Fig 6 0 2.3.2.(1- 3))
Double Top Plate 0oints lapped min. 2') or Single
3" x6" steel plates w1 6 8d on nails each sidey
Top Plate (bearing w/in 1" & adequately tied at joints by
R602.3.2
,Stud Notchi(bearing'25% max.) Bonin 40°/a max, 518" min. to edges (60% if doubled)
Fire Blocking (roof space line at wall, concealed spices & at studs over 10')
Firewalls (between duplexes & garage/home) , firewall penetrations - elec. boxes- 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)
r
Rafter and Truss Tie -Downs and hanger�
Rafters Lateral- Support (block at bearing when exceeding 5 to I rule (2x'[ 2}
/`J'Roof Sheathing: Nailing ("H» cliffs w1 7116 73 }, edges -6" a.c., field -12 if O.C.
Attic Access rovide ��" x 3�" min. access where clear height > 3U")
�P
I
:74
Roof Ventilation (standard 1/150 or 1/300 if 50 - 80% is 3' above eaves}
Mechanical (Rough Plumbing Insp. Done? )
_Manufacturer's installation instructions are with the appliance (IRC 106.1.2/M1307.1)
�gqu
ipment gas shutoff valves in same roam AFP exception) and within 6' Of appliance (IFGC 409.5)
� Sedimen# Traps cif not built into appliance) at Furnace & W.H. (IFGC 4Q8.4)
"'D uch Supports and sealed metal - <
1 O'spacing & Flexible -- < 4' max — (2" sag in 4')
Clothes Dryer Ducks (solid megal ducts, no screws emending into duct & vent directly to outside)
Q1
Auct insulation (insulation in non -conditioned Space)
ZRcoorn access �4" min width 1 Atfiic a�Ge�s clew.,.r opening 20x3O min {Under floor is 22x3O)(IMC 3DB)
�Pressure Regulators (access, vented, tee fitting -each side) (IFGC 410)
Gas pipes not in ventilating or circulating air duct (I'FGC X04.1)
Metallic gas pipe bends ars smooth & free from buckling, cracks, or other damage (IFGC 405.2)
Pressure Test: Psi min duration
Gas Pipe Material: CSST Sch40 MP Copper
Branch Lines: Length To POD Diameter
ft ft
ft ft
ft ft
ft ft
ft ft
ft ft
ft ft
Ilb pressure drop
Main Line ft Diameter
Appliance/BTU's (if known)
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RESIDENTIAL PLAN CHECKLIST
(2003 International Residential, Code)
Date-, 9 - /S-=
Project:
Zoning: LSD j�.,
Building Permit Numbers, 057 o0 3 s s
JobAddress:
Number of Stories: Z Basements.es o I Fin. Unfin.
Floor Area S�}: f nisl�ed, t�n�rnrshed,
Valuation:
garage
Permit Fee: $ Plan Check Fee: $
1P
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 p�t. The approval of plans and
specifications does not permit the violation of a�.y section ofthe lnternationa! Residential bode or any federal,
state or focal regulations.
A. Plans
Ta Scale
� Plot PIM,
ZLegible
Y A Plain
/,"Floor'
/ Foundation Plan
Section showing construction details
��A11 Building Elevations
esign Criteria shall be identifed anpans as.Wind - $5 m.p.h., Siiow, 35 lb. Per sft.
Truss Calculation Sheets & Floor Joist Detzffls
Me.phanical Des -W
ign
Energy Calculations (R320 & Ch 11)
B. Zoning (check one - in some uses LDR2, and MDR may apply)
/LDX LDRI _Lot area — LDR- 12,000 sq. ft.. min. (width 80 ft. min) & LDRI.- 8;000 sq. ft. min
(width60 ft. min.).(LDRI duplex - 10.000 so. ft. min l
C. Use
'Single Family Duplex (LDRI only - Cond.
Ttianal use vermit?
D. Set Backs (taken from eaves
XFront set back (32 ft. from curb) Note: 60% �anin of front yard green
Rear set back (LDR ZS fit. & LDR1 20 ft.)
J
set backs(6" for eve Vit. of
Sides �'Y
building height with LDR - 7.5' min., & LDRI - 6' inin.)
Building -Height (maximum 30 ft.)
E. Footings
,ZFrc�per Size (as per Table 4D3.1, use 1500 psf unless sail t -y -pe is. known,
Rebar (2-:44 continuous)
Table 401.4.1 for soil bearing)
.ZFcooting Depth (36" below finished grade and 12" below undisturbed soil; 18", to top of slab — interior)
F. Foundation
Foundation wails wl rebar (city v��duutance)
,IA
Anchor Bolts with 2"x 2"x square washexs {incl, interior bearing walls} R4011.6el
lee
//Foundation Drainage (foundations on sift soil shall be designed per R405)
Damp proofmg/Waterprooing to finish grade. R406-1 +�fnd. extends 6" min above grade R404*1.6)
----Crawl space access of 18" x 2411 miry R4083 (may differ if meth appliance is xn crawl space M1305.1.4)
--j-Crawl Space
within 3'
Vent flation/Insulation =1 sf vent per 15Q sf. (With moisture barrier 1 sf. der 1500 sc. and
of each corner (insulate wails vent to inside of home} R408*2
__,,,//Grading slope away ftom house. R401-3
G. -Frame
,./Seismic Hold Downs and Braced Wall Panels (R602.10)
II III III I
Floors foists sized as per R502.3, Wood I -joists sized per manufr.
Joists Under Load Bearing Partitions shall be doubled. R502.4
Girders sized per R502.5 or per manufr. Tables for engineered products
Zant�levers (comply with 8502.3.3 or m.a��ufrc instr-uction)
{
M
Floor Sheathing (3/4" min fog ' joists 2455
oc & 5/8" for joists 16" oc) 8503.1
Wall (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5),R602.3
/Headers in Bearing Wall shall be designed as per Tables 5 02.5(1 &2) 8602.7
s/
e�'Roof Trusses (designed according to 8802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
/'ORRafter and Truss tie-downs.(11380110 5xx
,/Attic Access Z2" x 30" ruin. opening (R80,7)
jiX.tEPIflr �aV@�`�IIg
Masoxauy and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703.9.1
T, of Covering and Ventilation
Roof Ventilation as per R806
A.sphait Shingles (slope>2:12) wl ice protection. (Other hype: to comply w1 R905.�
J. irewalls y
r uarageitiouse arywa11 separation (Protect exp. wads & beams supporting habitable space) 1349,2
f Door from Garage to House(13/S" sold wood or steed door:, or 20 min. fire -rated door) R309.1
"_�wa Family Dwelling Separation (1 hr fire separations Supporting siructu�e also rated. R317.1
"�win homes & Townhouses (2 hr separation & 4" overburn protection or parapet) 8317.2
'�'One hr walls parallel to and within 3 ft ofprop�riy line w/ N4 openings.RR3302
"'Penetrations in previous 3 items to comply with X317.3
K. General Requirements
House Numbers 8321
Z-1-1alf Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and srm7lar rooms. R303.3
/�Interior and exterior stair illumination shall comply with W03.,6,
�Bathroom Fixture clearances eornp�y with Fi9U
re 8;347.2
/tine room at least 120 sf.;ther habitable roomy 70 sF min wI a min. dimension of 7 f�.R304
*areas w/slo�aed ceilings less than 5 ft in height A hirrP� d ryPilin Q�c r 1pth,y� 151"151"nn 7 ArnT
�L{lI/L�Ji�/
*50% or more of the required area must be at least 7ft� high in rooms w/slaped ceiling
Egress clearance from window wells under cantiilevered floors. R314.2
/Glxz- ing at Hazardous Locations 8348
14
Emergency Egress in all sleeping rooms and basements with habitable space 1310
O
ne required Exit Door shall comply with R311.4
Landings at top and bottom of stairways R311.5.4, and each side of each exterior door. R31.1.4.3
.�/Stair Rise 1 I�.un (7 314" max. rise & 14�" mi tread, nosing req'd if �� X "} �'�#axx Width (36" min},
adroom 6' 8" min. .�Ha�.drai�s 34"to 38"above stair nosing)(R.311,5)
/Stair-wayHe � } i
Special conditions for circular, spiral and winder stairways and bulkhead enclosures R311o5*8
Stairway Projection (enclosed accessible space under stairs shall be covered with 112" drywall) R311.2.2
Guardrails comP ly"ng with 831 2
/Handrails complying with 8311.5.6
Smoke Alarms beach bedrooM and common area and one on eachbevel) (R 31.3)
L. Energy
Homes with glazing < 15% of brass area of ext. walls (Townhouses < 25%a) to comply wl
*Otherwise shall meet require7nents of IECC for respective building type. N1101.2
e Vapor retarder an warm. in winter side of walls, ceding and floors R318
/"O�*Water Heater heat traps CC 504.7
XDuct sealng and insulation N1103.3&4 or IECC 503.3.3.3, 503.3.3.4.3503.3.3.4.3L
Plans match quantities & values an a "passing" REScheck compliance report
M. Mechanical
Gas applia�.ces nab: in bedrooms, bathrooms, toilet reams, or storage closets G240692
Chapter 1 1.
Room access 24" min width/Attic access cXear opening 20x30/Under floor no. 22x3O.1V��.305
PP ot�ntial vent/connector offset > 75% of total height (exception provided by G2428) G2427-9694
a� wl S' transition -per 9 0 deg tuns) MISU�..3
Dryer Vei-it length 2 5' m ( 5'
f
Oras "point of delivery" and material used to determine pipe sizing. G2413