HomeMy WebLinkAboutPLANS - 06-00428 - 5515 N 4000 W - New SFR MechanicalSheet: List
A1- Exterior Elevations • I
Interior Walls. Basemen Fir" ` - -------------- ----- - - ----- - - ----- 72'-10" I
Reference IRC-2003 t ing Plan
C 2003 Section R801- J?613 . 2 x 4:Studs Framed 16"O.C. `__ 25'-0"
- Basement Floor
3x 4 Studs Framed i8" O.G. with (2) 2 x 4 Top Plates -1 -- -- - - —-- -- -- -r Plan
i4th (2) 2 x 4 Top Plates _ v J
----- -
with (1) 2 x 4 Bottom Plate
1- A4 Main Floor Plan
with (1) 2 x 4 Bottom Plate ., ._ , � -
with R-13 Batt Insulation --- - --- --- -- ---- - - -- - - -- - L A5
with 1/2" Sheetm.ck Both Sides - '
with 6 -mil Poly Vapor Barrer ; 12'MAzu4UM, i, W4My_ = - -
-
Sections Details I
Taped and Prep'd for Interior finishes with 1/2" Sheeirock on interior Side I ; ; i � � � e''�IMsM, 24' WAX
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Taped and Pre , I-- . IT 2Fxr: hLI _ wv.- - I
Floor S stem. p p d for Intenor Finishes I I WATE9 ,IONS - - - - la i;
V . I I I vrnre�
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Reference IR b. Su Section R501- R506 Foundation Wall.
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3/4"TBG O.S.B. Sub -Floor
nailed @ 6^ O.C. edges, 10" O.C. Fistd 2 x 4 Treated S111 Plate over Foam Sill Sealer with 1/2" r I ; � +, -_-I•, ;
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over l4.00 T J1 Engineered Floor Joists Anchor Bolts L 48 O.C., 10N Long, with nut and
ram, I.t hl'
Series, Placement, and O.C. Spacing es determined and2"XSquare Washer Max. 12"from all I
Comers
X r Sp $ s I 1 yP x 24OAUGE PERFORATED
indicated on TJXperf Layout.; (Version 600 or later.) Corners or Splices MI6. (2) Anchor Bolts per Sill Plate ' "
t l , I STEEL P" RS TAPE .__.:. _ 'lul ;.�• {r •i; I "71
over 1/2" Sheetrock on Ceiling Side' Over Concrete Foundation Wall System w/ (2) #4 hor. 4 irz•nuiHINWALL(E: 'Taped and Piep'd for Interior Finishes rebar within top 12" of wall and all vert. rebar within 5 ; , l ' ; CONDURYATH ENDS FLATTENED o N
Contractor required to provide TJXpert Layout for of soil side of wall. Contractor to verify Vert. Rebar
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permits. Size and Spacing. With Asphalt Emulsion on Exterior Side cnsco-T
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taaecnou T ___- _-- ; i �� � \� �,�:�� I Y �1 co
Over Concrete Footing.System with min, of (2) #4 hor.
rebar @ 3" from bottom of Footing with #4 vert, rebar __ _____. ___ _---_-_.___— _- �
at 48" O.C. with std hook, starting at 3" of bottom of
_ Area:
footing and extend/ng min. !4" into Conc. Wall. Contractor 13'-2" 12 -3 1/4° 10 -0 1 /2' 6 8 "(7Z r, 5 T3T4 r
- - - - ----- - - - -- - - - --- - ---- --- - ---- ---- —- - -- — �_ _...---- 1,
to Verify Footing Width and Height as based or Wall t Sq. Ft
5'-0 3/8" 4' 0" 4'-1 5/8" 4'-3 3/8,.
Basemen .:2686
Thickness, Soil Pressure, and Loadingrequirements. _ - _-- _ _ 41-0" 3 11 7!8 3'-5" 4'-0" 2'-7 1/2" ( Main Floor S . Ft.. 2673
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Over undisturbed soy/. _
Window Well System:
[ Pertains to Egress Windows Only.
AN egress windows, which have their finished sill height
below alsceilt.grade level, shall be provided a window
WO that meats or exceeds the following code requirements:
Net clear dimenslan of window well area to provide an
unobstructed area of nine (9) sq, ft. With a minimum of 36"
clearance from the building structure and the opposing well
well vertical wall.
All egress window wells that have a vertical depth of greater
than 44" below adjacent grade,must include either an approved
ladder system (securely mounted to structure), or an exempted
stair system (min. 3" tread, max. 18" riser). A ladder may
encroach a maximum off" into the Net Clear Area of 8 sq, ft.
Code Compliant Window Welt System
4040 SV 4040 SV 2040 CA
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FLOOR FRAIMING LAYOUT
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BASEMENT PLAN
SCALE: 114"= 9'-0" 21'-8 1/2"
34'-8"
72'-10"
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Roof System:
Reference IRC-2003;Section R801 8907 Exterior Walls:
''.Architectural Grade, 25 -Year Asphalt Shingles
Refererce
iRC-2003 Se
ction R601- R613
over 15 #Building Felt over 71160 Ext O.S.B.,[Exterior Siding System]
Roof Sheedng,wifh clips & nailed 6" 0. C. Edges, over 7/16" Ext. O.S.B. Sheeting nailed @ 6" 0.C.
10"' O. C. Field over 7:12 'Pitoh Engineered, . Edges, and 12" 0. C. Field over 2 x 6 Studs Framed
Trusses ,@ 24" 0.C. (Framed'According to @ 16" 0. C. with (2) 2 x 6 Top Plates 44th (1) 2 x 6
eloneered Truss Layout) with R-49:61own-In Bottom Plate with R-21 Batt insulation with 1/2"
Af is insulation with 5/8" Sheetrock on Interior Sheetrock on interior Side Taped and Prep'd for
Side Taped and Prep'd for interior Finishes Interior Finishes.
include snowCce shield to extend 30" hor. from
ext. Watt Header Notes:
UNLESS NOTED OT14ERW/SE VIA TJXPERT
if not already indicated, Contractor to indicate THE FOLLOWING
required 22" x 30" Attic Access Location. LAYOUT, OR TRUSS LAYOUT
Contractor to coordinate all req'd inspections. HEADER LIST SHALL BE USED.
Soffit System: HEADERS 4' OR LESS = 1 PLY 9.50 ML OR 2 PLY
2X10 DIM. LUMBER
Reference IRC -2003 Section R801 R907 2 x 8 HEADERS 6' OR LESS = 2 PLY 9.50 ML
Fascia Board with style"D" Metal Drip Edge with 3/ HEADERS FOR LESS = 3 PLY 9:50 ML OR 2 PLY
8" Soffit SheeBng K4th 3" Continuous Soffit Venting 11.88 ML
with additional 2x4 Support as Required HEADERS 10' OR LESS = 3 PLY 11.88 ML OR 2
PLY 14.00 ML
TiUSS Notes: HEADERS 10'0R MORE = REFER TO TJXPERT
LAYOUT OR ENGINEER'S SPECS.
1. ALL TRUSSES SHALL CARRY MANUFACTURERS `
STAMP.
2, ALL TRUSSES SHALL BE INSTALLED & BRACED TO
MANUFACTURERS SPECiFJCATIONS.
3, ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT
PRIOR BUILDING DEPT APPROVAL OF ENGINEERING
CALCULATIONS.
4. ALL TRUSSES SHALL HAVE DESIGN DETAILS &
DRAWINGS ON SiTE FOR FRAMING INSPECTION:
5. NON BEARING WALLS SHOULD BE HELD DOWN FROM
THE TRUSS BOTTOM CHORD W/SIMPSON STC TO
INSURE THAT THE TRUSS BOTTOM CHORD WiLL NOT
BEAR ON THE WALL.
6. ALL CONNECTIONS OF RAFTERS, JACK -OR HIP
TRUSSES TO MAiN GIRDER TO BE PROViDED.,BY TRUSS
MANUFACTURE. ;
7: ALL ROOF FRAMING 24"0. C.
8, ALL ROOF PITCH 8:12 UNLESS NOTED OTHERWISE.
9. TRUSSES MANUFACTURED BY
10, ALL OVERHANGS 24" UNLESS NOTED OTHERWISE.
11, ATTiC VENTILATION: ?? S.F.✓300= ?.? S.F. REQUIRED
ABOVE HOUSE.
12. PROVIDE 10 MIN. AIR GAP AT EAVES WITH
INSULA TION BAFFLES TYP. AT ALL TRUSS BA YS.
13. PROVIDE GABLE VENTS AS SHOWN ON ELEVATIONS.
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14. PROVIDE GALV., ROOF VENTS ON eACKS/DE OF
ROOF LINE ABOVE CONDITIONED AREA
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ROOF PLAN
SCALE: 1/8 = 1.0,.
72'-10" Sheet List
,
-.
9'-6" 5' 11 1/2" 9' 6 112" Al Exterior Elevations
_ A2- Plot Plan:
. I 4'-6 " 5'-0 1/4" : I A3- Basement Floor
—° -- --- 3/4 4-71/4„ 14 -- / - --=� Plan
,
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A4- Main Floor Plan
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A5- Sections Details
° 1 .ONE #4 1 16050 ',' .''.6050 > _
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REBAR IN
. -. SHEAR CONE
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EMBEDMENT ° .: ?<
REBAR LENGTH ' t a
° LENGTH I '
° 4
-12” MIN.
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REBAR If
LENGTH J1- 01 I iii o
1 �' 1'30
MIN. REBAR h I:
LENGTH
LO f
Simpson Strong -Tie --`� _. . .�-�,:i
STHD Comer Installation - r _ -
cn'nple Studs 1 1- - f
Simpson Strong -Tie '
3p�
4050 4058
6-0 1/4" 6-4 114" 6,- 10 3/4a 4'-2 1/4n I 4-3'1/4, n
NOTE: 2x2 Square Washers are allowed on all
anchor bolts/ sill plate connections. (UNO by SE)
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Indicated Aprox. Location of Shear Panel Construction.
_ — Contractor is responsible for indicating Exact Location if other than indicated.
indicated Aprox. Location of Hold Down Anchor.
Contractor is responsible for indicating Exact Location if other than indicated.
MAIN FLOOR PLAN
SCALE: 1/4" = V-0"