HomeMy WebLinkAboutCHECKLISTS - 04-00168 - 322 & 326 Eagle Summit St - New TwinhomeRESIDENTIAL PLAN CHECKLIST
EMMUMMMEMENde�
Date S -Z(-
Project: �Q ,;15 � u �
y
Job Address. 31R
Pap /cam
Building Permit Number
zoning-** LD IZ
Number Qf Stories:
Floor Area:
Description:
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Valuation:
Permit Fee:,
Plan Check Fee:
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The followlng comments based on the 2000 edition of the 1ntemat1onal Residential Code should hP �-��nit:��
beloze a bwld7ng P t S i '
i issued. This -correction list is not a building permit.
sf
pec 1cations does -not permit the -violation Ofany section of the lnte����ot�a� state or local regulations.Res
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dential Code or any federal,
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A. Plans �
�To Scale, l Legible
Plot Plan Y / Flood Plaill
//O,Flloor
i Foundation Plan
Section showing construction details
/OOAII Building Elevations
4'Deslp Criteria(shall be iden��� ed vn plans as W'nd 85 m.p.h.,, Snow
/Tir-uss Calculation Sheets
Floor Joist Details
Enerve Calculations (R'3`20 &. Ch 11)
35 1b. Per sq ft.)
B. Zoning (check one - in some cases LDR2 and MDR may apply)
LDR LDR I _Lot area — LDR- 12,000 sq. ft. min. (width 8Q ft. min) & LDRI- 8 ,000 sq. ft. min
(Width6O ft. min.).(LDRl duplex - 10,000 sq. ft. min.)
C. Use
`Single Family �uplex (LDRI only - Conditional use
D. Set Backs (taken' from eaves)
meront sit back (.'32 ft. from curb}
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Note: 60% min of front yard green
/0 Rear set back (LDR 25 ft. & LDR 12 0 ft.)
Sides set backs (6" for every ft. of building height with LDR - 7.5' min., & LDRI - 6'Min.)
//00 Building -Height (maximum 3 0 ft.)
E. F vfings
Prloper Sze ( per Ta6le 40 ;.1. 1
�ebar (2-#4 continuous)
use 1500 ps-F u '- �LrjOj),Mi
fteA. for "Ibaeann9)
//cyi
rder Support Footings (size as per Table 502.3.4('2))
_Z: Footing Depth (36" below finished grade)
F. Foundation
.Z -F. oundat�o�. walls w/ �rebar (eity- ordinance)
Foundafion Drainaae (foundations on sift soil shall be designed per Section R445)
/Vaterp �oa#�in� has per section R406)
Crawl Space
within 3'
Venfilation/lns-alatl'on =7. sq, ft. per :I50 sf (with moisture
of each corner (L-nsulate wars no vents reQ' d}
r,
Sel'smic Hold Dovvns and Braced Wall Panels (-R602.10)
barrier 1 sf.
Grading (all yards shah nope away fro -m pause)
/VWIndow Wells dear horizontal and vertical di-mensio ns of 24" min-) (ordinance)
G. Frame
Braced Walls (8602) A16W?
�Floors (check lead bearing capacity of i0ists as per Ch 5)
/Jo'sts Under Lead BearinE Part tions (shall be doubled as per Ch!5)
Girders (Ch s)
Cantilevers ��hec� ��r b�oc�in�. �reir�forcerne�t, s a�n� and soman on drawinas) (manuf inst instr)
Floor Sheathing (Cb 5)
Exterior Wall (Ch 6)
Load Bearing Walls (Cb 6)
Baring email Window and Door �eadexs(,design as per f abler 602.7.2) SCh G)
ZFI-re Blocking (as per Section 602-8) (-R321)
Roof Trusses (desired accord�ng toSe ction
8-5mph winds (Local Conditions)
8 02.9 and braced as per manufacturer) 3 5 #,- Snow and
,ee�Raf�er and Truss Hold-DoNvm (designed acco�rd�nR to Section 802. 10 or truss manufacturer) (R802)
Roof Sheathing (as per Section 303) (8803)
Arc Access {provide Z2" x '00" mea.. access where attic clear height exceeds 3O"}(R806)
H. Exterior Cov erina
//S'ding
/ Brick or Stage Veneer
I, Roof Covering and Ventilation
/I oafVentilation (as, per -R806)
Asphalt Shingles Slate Shingles, Metal. _ Clav, Tile ar C�10.onrete, w(c)),11111111111"d, WX nod Shakes
J. Firewalls �' �� Q,ll
Garage (a ire -resistive separation between garage & house) (R321)
�000�
Booz from Garage to House(13/4" solid wood exterior metal or 20 min_ rated fire door required)
(R321)
�wo Family Dwelling Separation (1 by. firewall)(R,321).
K. General Requirements
Z House Numbers (R32:5)
/0-0 Light and Ventilatioiri (design as per Section R303)
ZAAi.nimurn Roam Areas(pneroom at feast 120 sf., other habitable roomy min. of 70 sf, min habitable
rooms dimen. of 7 ft) (R344)
''�V�indows at hazardous Locations wlin 24"' ofi
s de hanged door frame ["3083
�
Window Egress
Exit Door (one exit door must be' -'6'1 wide Section R311)
L andi�ags �a min. Yx 3' landingre aired at each side of q egress doors with thresholds not more than
1 1/2"' higher than landing)(R31 1) at bottom of stairs- Na req, at top if door DIN swing over
stairs} (R311)
.eStair Rise 1 Run (7 3 �" max. rise c4� 10 11 min_ tread) �Stair Width 3f" min)��
(, Stairwav Headroom
(618" mzn.)
I
�andrails (34"to 38" above stair nasing)(R311)
ia.�,�V�tLT Protecti'----rjL,'Crj'CV1V�V� Q. r�nw�i�a� v. n r rr+n � n nn.z r t :�F T1,���v����c��� S��L� �.i��i�i ��al�'S S�c�� �3� �.u�1��%� �x��i i�.� u'�..�"�y;w��.�������
,� GuardrailslHandrails (3G" height, mandatory at 30" dropar 4 ar mare r�ser� and 4" sphere mom. )(R31 6)
Smoke Defectors beach bedroom and common area and one on each level CR 3�7
Mechanical Ventilating Systems(In bat�room� laundry rooms and similar roomsAimaj
.
L. E�- orgy
•-�'" -ECC Tables 502.2.4(x)
PC: i�� to wall area (Type -A-1-15% max or use IPercentacre of alaz
�r� N-,vtnter ideofwalls ceilin and floors IECC 502-1.1
Vapor retarder onwarm s' -P -
9
Water Heater heat traps IF -CC 504.7
,� Duct sealinfz and insolation IRC 1103.3
Plans ruatch R and U values on Energy CaIc's.
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FRAMING/MECH. CHECKLIST
Date /,, /g _ 4
��nbbu,--y
Job Address:
Building Permit Number: pq
The following comm1n�ernatianalents based on the 2000 edition of the F�esider��ia! Code should Ould be
resolved before an occupancy permit is issued. This correction list is not a building permit. The approval
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of plans and specifications does not permit the violation of any section of the lrrternational Residential
Code or any federal, state or loco! regula#tons,
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Exterior
�Concrete Slabs(3 112 "411 min. thickness & gravel base min.)
�' Braced Wall Panels sheathing) o.
mail or staple - 6" o. e. at ed es & � �"
Adequate uplift control at floor Ione (sheathing split on plate 0
c. in field}
1/2X 3633 strays 4' o. c. mudsili to studs)
HUM -gowns at garage corners <4' wide (alternate braced wall panels 2417 min - panel both sides
hold downs must be on double stud or 3X with all Waif holes filled)
Foundation Water -proofing
Crawl space ventilation 1 sf per 150sf {w/ vapor barrier 1 sf per 1500sf) within 3' of earner
Cripple Walls (aver 4' sized as 2 story, under 14 11 mist be solidly sheathed one side
WI I I
Mud Sill (bolts in groper location, nuts tightened, 2"x2"x3/16" washers, pressure treated or redwood, points
blocked or under Muds at wall and gaps grouted or shimmed)
Frame
/Floor Sheathing and nailing Typ. 3/411 T&G - 611 on edges & 1211 in field)perpendicufar to joist
Joist Spaciongand Size(asperplans)
y Bearing (1-112" min.) & Laing3" min.
�"P �
where joists lap over wall or beam)
�Natchin� de th-11E max., le_ n�-113 de th max. nat in middle �i13 _
P ,ends- 114 depth max.} IT
Boring (1/3 "d" max, >2" of top or bottom or another hole or notch) Till see chart
KCantilevers- Blocking, reinfarcem�ent Sean and spacina asplans.,
erp
Joists Under Load Bearing Partitions (shall
the joists shall be blacked 4' o. c.)
be doubled as per Section 5t}2.3.3, if plumbing space needed,
Girders and Beams (as perplans, nailed Qr mechanically connected to frame and prayer bearing)
__,_/Joist Handers (check location & named properly)
Draft Stop (required for over 1000 sq ft. of unusable sace at floor/ceifin9)
.Basement Walls pressure treated or redwood sill plate properly fastened to slab)
Stair Opening {as per pian &roperlypsuppa�t�d with hangers or walls)
Stairs {check rise- 7 314" max., run- 10" min., vari.� 3/8" max, width -3` min. & headroom- 6t.811)
Wall Layout has per plans)
Interior Wall Stud Spacing (load bearing is same as exteriar), 2411 o.c. max.}
Bearing Wall Window and
/Exterior Bearing Wall Stu
door Headers Nailing {edge lends}
d Spacing - wills car
inq roof load only 2x4-16 Ii o.c. 12' max
2x4-2411 o.c. 10' max,- 2x6-1 6" o.c. 18' max- 2x6.-24" O.C. 16max, one floor &roof:
10'max., two floors & YOof; 2x4-12" max 10' (Fig 602.3.2.(1-3))
/Iouble
X—Single
Top Plate (joints lapped min.,9L)
2�
Tap Plate (direct bearing & adequately tied at joints with steel plates)
(bearing 25% max.) Borinq__40% max, 518" min. to edges (60% if doubled)
Fire blocking proof space line at wall, congealed spaces & at studs over 101)
- 2x4 1 O.C.
Firewalls (between duplexes & garage/home) , firewall penetrations - elec. boxes- raked, ducts —
26 gauge & not open to garage, door --HCl minute rated min.
f
.ass details (35# snow load and 85 mph winds) See truss details
Roof Trusses (spaced and, braced as per manufacturer)
Oe
Rafter and Truss Tie-Downs and hangers
Rafters Lateral Support (block at bearing when exceeding 5 to 1 rule (2x12)
R11
oof Sheathing: Nailing ("H" clips w/ 7/16"), edges -6" o.c., field -1 2" o.c.
Attic Access (provide 2211 x 3011 min. access where clear height > 30")
ZFRoof Ventilation (standard 11150 or 1/300 if 50 - 80% is 3' above eaves)
Mechanical Rough Plumbing Insp. Done?
Equipment gas shutoff valves in same room (FP exception) and within 6' of appliance (IFGC 409.5)
(V4 Sediment Traps (if not built into appliance) at Furnace & W.H. (IFGC 408.4)
_Z Duct Supports and sealed.metal - < 10' spacing & Flexible — < 4' max — (271 sag in 4')
Clothes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside)
Duct insulation (insulation in non -conditioned Space)
Roam access 24" min width l Attic access clear opening 20x3O min (Under floorl"s 22X30AIMC 3U6)
Pressure Regulators (access, vented, dee fitting each side) (IFGC 410)
pipes not in ventilating or circulating air duet (IFGC 404-ol)
�
Metallic gas pipe bends are smooth & free from buckling, crack, or other damage (IFGC 405.2)
FRAMING/MECH. CHECKLIST
Project: 6
Job Address:
Building Permit Number:
The fallowing comments based on the 2000 edition of the Intemational Residential Gore should be
resolved before an occupancy permitis 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 Inte.mational Residential
Cade or any federal, state or local regulations.
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Exterior
Concrete Slabs (3 112 " min. thickness & 4" gravel bass min.)
Braced Wali Panels (sheathing) snail or staple - 6" o, c. at ed es & � �" o. C.
9
Adequate uplift control at floor line (sheathing split on plate or 1 �/a X 36" straps 4' o. c. m
p udsi'll to studs)
Seismic hold-downs at garage corners <4' wide {alternate braced wall panels 2477 min - paned both sides
hold downs mush be on double stud or 3X with all nail hales filled}
Foundation Water -proofing
Crawl space ventilation: 1 sf per 150sf ( vapor barrier 1 sf er 1500sf) within 3' of cornerp
ZoeCr�pp�e Walls hover 4' sized as 2 sto ,under 14" must be
�Y solidly sheathed one side
Mud'Sill(bolts in proper location, nuts tightened, 2"x2"x3116" washers, pressure treated or redwood, joints
blocked or under studs at wall and gaps grouted or shimmed)
Frame
-Floor Sheathing and nailingTyp.314"
Joist Spacing and Size has per plans)
T&G - 61F on edges & 12" in field) perpendicular to joist)
Bearing (1-112" min.) & Lapping,(3" min. where joists lapover wall or beam)
;ek-? Notching (depth -1 /6 max., length -1/3 depth max., not in middle 1/3, ends- 1/4 depth
o
pd erEoring (1/3 "d" max, >2" of top or bottom or another hole or notch fJI see chart---\
Ca ilevers- Bio_ ckinq, reinforcement, span ands acro asper plans.
.) TJI-NO
f Joists Under Load bearing Partitions (shall be doubled as per Section 502-3.3, if plumbing spice needed,
the joists shall be blocked 4o,. c.)
Girders and Beams (as per plans, nailed or mechanicall connected to frame an
Y d proper bearing)
Joist mangers (check location & nailed properly)
Diraft Stop (required for over 10p0 sq ft. of unusable s ace ai filoor/ceiii
p ieoo�n
Basement Walls (pressure treated or redwood sill
pate propery fastened to slab)
r Stair Opening has Baerplan &properly supported with hangers or walls)
Stairs {check rise- 7 314" max., run - 1 0" min.,
G��Wail Layout (as per plans)
r .- 3/8" max, width -&min. & headroo .. 61-811
Zinterior Wall Stud Spacing (load bearing is same as exterior, 24" o.c. magic.}
Ll
.`Bearing 11ValI 1Nindow and Door Headers �lailin (edge lends)
Exterior Bearing Wall Stud Spaying - walls car in
roof load only; 2x4-16 It o.c. 12' max
2x4-24" o.c. 10' max,- 2x6-16" o.c. 18' max.- 2x6-24" o.c. 16' max, one floor & roof:
10'max., two floors & roof;.2x4-127Y max 10' (Fig 602.3.2.(1-3))
Double Top Plate (joints lapped min. 4')
Single Top Platy �direet bearing & adequately tied at joints with steel plates)
Stud Notch (bearing 25% max.) Boric 40°/a max, 518" min. to edges [60% if doubted)
dire Blocking (roof space line at wall, concealed spaces & at studs over 101)
e
?5'Firewalls (between duplexes & garage/home) , firewall penetrations - elec.
26 gauge,& not open to garage, door -20 minute raced min.
R o
Truss details (35# snow load and 85 mph winds} See truss details
Roof Trusses (spaced and braced as per manufacturer)
/-Rafter and Truss lie -Downs and hangers
Rafters Lateral Support (block at bearing when exceeding 5 to 1 rule (2x1 2)
Roof Sheathing: Nailing ("H",clips w/ 7/16"), edges -6" o.c., field -12" o.c.
Attic Access (provide 2211 x 30" min, access where clear height > 3011)
0,1�
Raaf Ventilation (sta n d a rd 1 !150 or 1 130 *If 5+0 - 80% i s 3' above eaves)
- 2x4 1 " o -C,
boxes- rated, ducts -
Mechanical Rough PlumbringInsp. Qane? 00e
Equipment gas shutoff salves in same room AFP exception) and within 6of appliance (IFGC 4U9.5)
Sediment Traps (if not built into appliance) at Furnace & W.H. (IFGC 408.4)
Duct Supports and sealed Metall - < 10' spacing & Flexible - c 4' max -- (21Y sag in 4')
Clothes Dryer Ducts {solid metal ducts, no screws extending into duet & vent directly to outside}
Duct insulation (insulation in non -conditioned Space)
Room access 2417 min width I Attic access clear opening 20x3O min (Under floor is 22x3O)(IMC 30s)
Pressure Regulators (access, vented, tee fitting each side) (IFGC 410)
Gas pipes not in ventilating or circulating air dint (IFGC 4a4.1)
Metallic gas pipe bends are smooth &free from bugling, cracks, or other damage (1FGC 4+D5.2)
FINAL INSPECTION CHECKLIST
Date:
Project:
Job,Address.: 5ZZ,
Building Permit Number: ozI �/�8
Tne fonowving comments based on the 20C30 edition of the 1nhn-rnqKnn;i1 A A--4zirlonfimf Code should �lu
re�alvCIO- d be�are an Uccupancy pumusissuea. This Cv�'t'eGtioll ostis,not a builcifnn nPrmi�F iF�Pan�,rnt►n1
of pIans and speci�cafions does nat p�ermii the viafat�o
Code or ,any federalstate or lo+ l regulatian.
�. ■ r ■ v 4� �./'J 1 V Y L..l 1
n of any, section of the Intemational Residential
3 3-12-03
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OUTSIDE
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.House Numbers (visible from the street)
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/Grade (yard mis slopedaway from founda'tion')
° °
/Sidewalk & L�_inds'cape Strip 51 -w'ide(W/ 6 of ran lr borrow h ill stri ''
F R.min green*
...
/F
Front"Setba'dlk Cove e'_60�
/MWindows Covers and Screens (shall be releasable
remova.bl'e.from the inside.for egress
,.
Window Wells min. 24 cleart
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. and _ above well
,
• r. . _ W.•f L _ti.+ mt �' �° ,+. � , • i_'� da y � � :i r 3 Y
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Exterior Steps (7 314 max. rise &.10". mtread)., : y. .� � ,
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� ti a s� � �,� ,t ;• F� �o- r
ll—
S rwr i is 4 or more risers or over 30" 1.1.,max. spacing of.uprights _
ZZG+ rd ra 1 I _ if over 3 0" above floor/ rade :& . " here i prig T A:::. _. :q
�� .: Z
La n d i n gs (36 36 m i n., (not req -at th e top of
the. sta.i r i .
.,,�Thresholds 1 'I12" mix. -above floon. or :landing. (7 3/4,1 max if door does not _swing.:.Over- Janding)
,--Pnsts (required to be treated, redwood or cedar if i
n contact of concrete I earth)
Roofing dna apparent leaks, 'installed properly and roofing as per plans}
///IMVI asonry (lintels as per table 703.7. 1)
,Roof Ventilation (as per plans)
INSIDE
ZEEgress Doors (ail egress dears must be able to open from inside without use of keys or tools)
ZWWindoww Energy calc=s: match aqua[ window
Safety Glazing prov-ded in all Boars, within 24" of door arc and below 60", & in tub enclosure
Bathroom Ventiflation neither operable window or fan that vents directly to outside)
znks, Bathtubs and(checkcaulking, Showers forg, operation and leaks}
ZsttairwayI�lumina�ian(switch at top and bottom)
tairs(7 31�"max. riser � p„' min_ tread, (nosing 31411to 1 '114 with solid risers)
V01-1andralls Coni X34 to 38 , 1 1/2” to walk, and grip 1 1/4'" to 2' dia.g bt < 411 Manular s pace fi" max
}
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Guardrails 36" high and continuous, Reqd 30" or more above gradeyr floor(,
uprights 4 sphere 'max
, :.}':.^ ,u,-`
6 sphere max spacing)
spacing, triangular space
YR
electboxes,.......W.P.Garage (Drywalled and taped, firewall penetrations and ncal door to hou'se 20 min. rated,
ducts penetrating firewall must be 26 gauge min. & not, open to garage) _... ;, �;.. ,
,,:.
Egress Windows (clear 20" width and 24"..height, 5.7,sf min. operling with 44" max. sill height):
/Smoke Detectors (in each sleeping room, outside in immediate vicinity and,on each story/basement
split levels (w/o doors), only on upper floor --all in#erconnecte'd without a discvnnectin� Switch)
foam P'(M'.eets requirement of R318), - - ..
anchoredbu�fc�ing} Water Heater Anchorage Lqas over 41 with flex water cvnn:�shall, be' or to'
Wqter Heater Vent (checK air tiow with rear n i fila l)
P%
C lothes D ryer Ducts (solid metal d u cts n o ''screws ire d U ct & vent directly o outside) :_L ti : r .- .*�. : L T . _�r., _.
Duct Supporta -(metal ducts supporhd 0' .min spacing-S� non.meal as per manuf instaflativn inst
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61 e areas shall'be" intUIM
Xbuct latio Ouct in h -on conditioh d,- 16d)
I in
=MONSON M�
-eo�Gas Line Supports spacing 10" -for up to 314", 12'for over 1 and 6' for tubing' up to 1 ",1_12"s r .__.. r_s.
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