HomeMy WebLinkAboutCHECKLISTS - 04-00199 - 107 Star View Dr - New SFRRESIDENTIAL PLAN CHECKLIST
Date 6-Iy-oy
Project:
Job Address: i o -7 5 f-o r l! ie-W
Building Permit Number o y oo I q 9
Zoning: L. p Z I
Number of Stories: Z
Floor Area: ;2-loIo
Description: Iles
Valuation:
Permit Fee:
Plan Check Fee:
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The following comments based on the 2000 edition of the International 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.
A. Plans
,eLto Scale Legible
/"'PlotPlan YF1oodPlain
door / Foundation Plan
Zection showing construction details
All Building Elevations
t Design Criteria (shall be identified on plans as Wind - 85 m.p.h =351b.ft.)
_zTruss Calculation Sheets
door Joist Details
Energy Calculations (R320 & Ch 11)
B. Zoning (check one -in some cases LDR2 and MDR may apply)
LDR 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 sq. ft. min.)
C.�se
/ Single Family _Duplex (LDR1 only - Conditional use permit?)
D. Set Backs (taken from eaves)
Front set back (32 ft. from curb) Note: 60% min of front yard green
_ZRear set back (LDR 25 ft. & LDRI 20 ft.)
ides set backs (6" for every ft. of building height with LDR - 7.5' min., & LDRi - 6' min.)
/Building -Height (maximum 30 ft.)
E. Footings
/Proper Size (as per Table 403.1.1, use 1500 psf unless soil type is known, Table 401.4.1 for soil bearing)
ZRebar (244 continuous)
Girder Support Footings (size as per Table 502.3.4(2))
Footing Depth (36" below finished grade)
F. Foundation
foundation walls w/ rebar (city ordinance)
Foundation Drainage (foundations on sift soil shall be designed per Section R405)
/Waterproofing (as per section R406)
, Crawl Space Ventilation/Insulation =1 sq. ft. per 150 sf. (with moisture barrier 1 sf. per 1500 sq. ft.)
within 3' of each corner (insulate walls no vents reg'dl
Seismic Hold Downs and Braced Wall Panels (R602.10)
-Crrading (all yards shall slope away from house)
Window Wells clear horizontal and vertical dimensions of 24" min.) (ordinance)
G. F a a
raced Walls (R602)
Zloors (check load bearing capacity of joists as per Ch 5)
Joists Under Load Bearing Partitions (shall be doubled as per Ch 5)
Girders (Ch 5)
XCa
cantilevers (check for blocking, reinforcement, spacing, cing, and span on drawings) (manuf inst instr)
/ Floor Sheathing (Ch 5)
Z xterior Wall (Ch 6)
Load Bearing Walls (Ch 6)
Nearing Wall Window and Door Headers (design as per Tables 602.7.2) (Ch 6)
Zire Blocking (as per Section 602.8) (R321)
Roof Trusses (designed according to Section 802.9 and braced as per manufacturer) 35 # Snow and
85mph winds (Local Conditions)
Rafter and Truss Hold -Downs (designed according to Section 802. 10 or truss manufacturer) (R802)
/Roof Sheathing (as per Section 803) (R803)
/'Attic Access (provide 22" x 30" min. access where attic clear height exceeds 30")(R806)
H exterior Covering
_Siding
Brick or Stone Veneer
Lof Covering and Ventilation
Roof Ventilation (as per-R806)
Z sphalt Shingles _Slate Shingles,
Metal, _Clay, Tile or Concrete, Wood, _Wood Shakes
gJ F'rewalls
arage (a one -hour fire -resistive separation between garage & house) (R321)
Door from Garage to House (1 3/4" solid wood, exterior metal or 20 min. rated fire door required)
(R321)
Zwo Family Dwelling Separation (1 hr. firewall)(R321)
K General Requirements
ZHouse Numbers (R325)
✓ Light and Ventilation (design as per Section R303)
Minimum Room Areas one room at least 120 sf., other habitable rooms min. of 70 sf, min habitable
rooms dimen. of 7 ft) (R304)
/Windows at Hazardous Locations w/in 24" of side hinged door frame (R308)
indow Egress (R310)
!'/ Exit Door (one exit door must be 36" )Aide) (Section R311)
Landings (a min. 3' x 3' landing required at each side of egress doors with thresholds not more than
1 1/2" higher than landing)(R311) at bottom of stairs- No req. at top if door D/N swing over
stairs) (R311)
/tair Rise / Run (7 3/4" max. rise & 10" min. tread) �ir Width (36" min), �tS irway Headroom
(6' 8" min.) ZHandrails (34"to 38" above stair nosing)(R311)
Atairway Protection (enclosed accessible space under stairs shall be covered with 1/2" drywall)(R311)
Zuardrails/Handrails (36" height, mandatory at 30" drop or 4 or more risers and 4" sphere max.)(R316)
Zmoke Detectors (each bedroom and common area and one on each level) (R 317)
Mechanical Ventilating Systems (in bathrooms, laundry rooms and similar rooms)(R303)
,L. E ergy
/ rcentage of glazing to wall area (Type A-1=15% max or use IECC Tables 502.2.4(x)
` Vapor retarder on warm in winter side of walls, ceiling and floors IECC 502.1.1
/Water Heater heat traps IECC 504.7
Zuct sealing and insulation IRC 1103.3
Ookplans match R and U values on Energy Calc's.
FINAL INSPECTION CHECKLIST
Date: Z - -z-
-�5--
1
Project:
Job Address: /a 7 Ylnr- VlcAd
Building Permit Number: z:)y 4ol 77
The following comments based on the 2000 edition of the Intemational Residential Code should be
resolved before an occupancy 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 regulation.
3-12-03
3
4 0 •
OUTSIDE
House Numbers (visible from the street)
1�rmde (yard is sloped away from foundation) •
/ Sidewalk &`Landscape Strip 5' wide' (W/ 6" of granular borrow (hill 12�))T LS strip`
�ront'SOtbcid Coverage 606/6 min green
Windows - releasable or removable from the. egress
Windows Covers and Screens (shall be r ab - , ; , • _•.,. h , ... .,.:�, ;., : _•, ,
,Window Wells min. 24" clear .(out and .above) well
Exterior Steps (7 3/4 " max. rise & 10" min, .tread) w
/ Stairway Handrails 4. or more risers -or over 30" (<4. max. spacing of:_uprights) ; {
Guardrails .(poxide if over 30" above:floor/ rade.& ,4." max sphere spacing ,f_or uprights) , ,
Landings (36" x 36" min., (not req. `at the*top of :the stairif a door does not swing-ov r-stairs)-.1,
ZThresholds 1 * 1/2 S) max. , above floor,or landing, (7.3/4" : max• if door does notswing over. landing)
Posts (required to be treated, redwood or cedar if in contact of concrete / earth)
Roofing (no apparent leaks, installed properly and roofing as per plans)
Masonry (lintels as per table 703.7. 1)
Roof Ventilation (as per plans)
INSIDE
Egress Doors (all egress doors must be able to open from inside without use of keys or tools)
/w Energy calc's: match actual window
Windo gy
� afety Glazing provided in all doors, within 24" of door arc and below 60", & in tub enclosure
ZBathroom Ventilation (either operable window or fan that vents directly to outside)
ZSinkso Bathtubs and Showers (check for caulking, operation and leaks)
/ Stairway Illumination (switch at top and bottom)
Stairs (7 3/4"max. riser, 10"' min. tread, (nosing 3/4"to 1 1/4" with solid risers)
;? Handrails Cont (34" to 3811, 1 1/2" to wall, and grip_1 1/4" to 2" dia. uparight < 4",triangular space 6" max }
i v'�
Xuardrails 36" high and continuous, Req'd 30" or more above grade or floor(, uprights 4" sphere -max
•
spacing, triangular space 6" sphere max spacing)
_Garage (Dry walled and taped, firewall penetrations and electrical "boxes, door to house 26 min. rated,
ducts penetrating firewall must be 26 gauge min. & not.open to garage
Egress Windows (clear 20"width and 24',height, 5.7,sfmin opening wfth,44 max. sill ,height)
Smoke Detectors (in each sleeping room, outside in immediate vicinity and.on each storWbasement-
split levels (w/o doors), only on upper floor — interconnected interconn�d`wft'ho6i a' disconnecting switch)
>aStiCr �Oam PI (meets requirement of R31 8)
Z ater Heater Anchorage as over 4'with flex water Conn: shall" be ah*6hdf6'd or strapped to building)
Zater Heater Vent (check air flow with return in finisli6d'ba"s'ei- m66Q'
Clothes Dryer Ducts (solid metal I Id u cts no '`scr6w'' s in ' d'U'ct'& vent "direidtl to outside)
.Duct Supports (metal ducts supported 10'; 'min spacing &non metal as per' malnuf. installation I hittj
ZDuctInsulation (duct innon conditioned areas shall bbing'u'lgted)
,Gas line Supports spacing iO',forupto3/4",,�l2'•ft)r':overl"and-6'fdrtubing-up'toll/2"
FRAMING/MECH. CHECKLIST
Date 10-z8 -c�(
Project:
Job Address: Iol 54orV i�e4o
Building Permit Number: cq 6oigl
The following comments based on the 2000 edition of the International Residential Code should be
resolved before an occupancy 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 International Residential
Code or any federal, state or local regulations.
Ei r. Fvr W d'e..' -% br4.'.L
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Exterior
Concrete Slabs (3 1/2 " min. thickness & 4" gravel base min.)
Braced Wall Panels(sheathing) nail or staple - 6o. c. at edges & 12o. c. in field
( 9) " " ( P 9 )
/ dequate uplift control at floor line (sheathing split on plate or 1 '/2 X 36" straps 4' o. c. mudsill to studs)
ZSeismic hold-downs at garage corners <4' wide (alternate braced wall panels 24" min - panel both sides
hold downs must be on double stud or 3X with all nail holes filled)
Foundation Water -proofing
v '
rawl space ventilation 1 sf per 150sf (w/ vapor barrier 1 sf per 1500sf) within 3' of corner
Cripple Walls (over 4' sized as 2 story, under 14" must be solidly sheathed one side
Mud Sill (bolts in proper location, nuts tightened, 2"x2"x3/16" washers, pressure treated or redwood, joints
blocked or under studs at wall and gaps grouted or shimmed)
Frame
ZFloor Sheathing and nailing Typ. 3/4" T&G - 6" on edges & 12" in field) perpendicular to joist) ;
Zioist Spacing and Size (as per plans)
/Bearin 1-1/2" min. & La in 3" min. where joists la over wall or beam
9( ) fig( J P )
Notching de th-1 /6 max., length-1 /3 depth max., not in middle 1 /3, ends- 1 /4 depth max.) TJI-NO
Boring (1/3 "d" max, >2" of top or bottom or another hole or notch) TJI see chart
..Cantilevers- Blocking, reinforcement, span and spacing as per plans.
J
Joists Under Load Bearing Partitions (shall be doubled as per Sectiog 502.3.3, if plumbing space needed,
the joists shall be blocked 4' o. c.) -
Girders and Beams (as per plans, nailed or mechanically connected to frame and proper bearing)
00 Joist Hangers (check location & nailed properly)
Dr ft Stop (required for over 1000 sq ft. of unusable space at floor/ceiling)
-7 Basement Walls (pressure treated or redwood sill plate properly fastened to slab)
Stair Opening (as per plan & properly supported with hangers or walls)
Stairs (check rise- 7 3/4" max., run-10" min., vari.- 3/8" max, width-3' min. & headroom- 6-8")
Wall Layout (as per plans)
Interior Wall Stud Spacing (load bearing is same as exterior), 24" o.c. max.)
Bearing Wall Window and Door Headers Nailing (edge /ends)
Exterior Bearing Wall Stud Spacing - walls carrying roof load onl • 2x4-16" 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: - 2x4 16" o.c.
10'max., two floors & roof: 2x4-12" max 10' (Fig 602.3.2.(1-3))
Double Top Plate (joints lapped min. 4')
J-Jingle Top Plate (direct bearing & adequately tied at joints with steel plates)
�tud Notching (bearing 25% max.) Boring 40% max, 5/8" min. to edges (60% if doubled)
ZFire Blocking (roof space line at wall, concealed spaces & at studs over 101)
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 85 mph winds) See truss details
Roof Trusses (spaced and braced as per manufacturer)
A
0-`UR after and Truss Tie -Downs and hangers
Rafters Lateral Support (block at bearing when exceeding 5 to 1 rule (2xl2)
Roof Sheathing: Nailing («H clips w/ 7/16„ ), edges-6 o.c., field-12 o.c.
ZAttic Access (provide 22" x 30" min. access where clear height > 30")
/Roof Ventilation (standard 1 /150 or 1 /300 if 50 - 80% is 3' above eaves)
Me hanical F i u rw bin Xn s . Jane-,. --
Equipment gas shutoff valves in same room (FP 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 sealed metal - < 10' spacing & Flexible — < 4' max — (2" sag in 4')
_zClothes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside)
Duct insulation (insulation in non -conditioned Space)
Zoom access 24" min width / Attic access clear opening 20x30 min (Under floor is 22x30)(IMC 306)
Pressure Regulators (access, vented, tee fitting each side) (IFGC 410)
.ZGas pipes not in ventilating or circulating air duct (IFGC 404.1)
Metallic gas pipe bends are smooth & free from buckling, cracks, or other damage (IFGC 405.2)