HomeMy WebLinkAbout5 Standish Way plans006rZ6
SOIL BEARING CAPACITY = anUffled to be rninirnurn 1.5 Wm / sq. ft.
= 3000 p.s.f. 28 day strength, 3500 PAL Q garage
} WALL FOOTINGS = 240 X 1r thick conlirtuous bo*Q A V well
COLUMN FOOTINGS = 30" X 30" X 1r thfttk at my columns mmo. - see plans
} WALLS = r tgdc T-4 5f8" above joQ&V (mom of T-(" unbalanced fit)
m) SlABS = e thick Q garagos) with &M Ax1 A w+akiect,alre mesh on 6° compacbd gave! f, 3 Nr Oft
1 a basement with 6 mil. poly valor bwW on fr cow gravel III!
}4
US METALS
ANCHOR BOLTS = 5' d mvmft X 12" threaded rod wN bane end 0 3W O.C.
JOIST HANGERS = standard 18 gauge metal
MOLD DOWN CL M
1) Riders, = Sktapson Str q Tie H25A based on uplft loads of 330 per Table 12 of WFCM
2) Comer hold downs = Simpson Strang TO HDU"D8" with 5/8" diameter SSTB24 based an Kilt bads of
4,3W# per Table 10 811 of WFCM; Simpson g TO HDU84WM5 at garage Portal
3) Ridge situps - caw ties used in feu of ridge straps per Section 5.2 of WFCM
4) Load belaying wall eormscdans = pywood absolving m9daP used in hou of straps, see deW
�5) Rafter ties Q enity Porch = Slmpwn Strong Tb 1f2.5A
}) RE -BAR - min 40 kei yield strength - size b sparing as r+eg'd by code
COLUMN CAPS - hilly cakayWM u3addle caps by Swfwn oreequal - sine as noted on drawings
BASE PLATES - A36 grade 112" thick plate desk sine as raqukW
i *KW RY = AI framing kMgW. urdesa otherwise noted, trial bows grade stwvP and Tweet or sacred Rye fo +g
nimum crAeft fb = i 150, p.&LE =1.200,000 p &L; Eng4veend Wood kkW shall be TJI 110 series as manufactured
Waft eUser or equal
} SILLS. .-2X6 (bottom member pressure treated) .
) FLOOR JOISTS -11 7/8" d"P, TJI 110 series, jolts spaced Q 18" O.C. unless nosed o on the drawings
CEILING JOISTS = WS MINIMUM Q 16" O.C. UNLESS NOTED OTHERWISE ON THE DRAVANGS
} RAFTERS = 2X10s Q ter O.C. unless noted otherwise on drswiNp
} STUDS = 2XVs Q 18" O.C. No. 3 or stud grade with aide shoe anal double pbb
} WSCEL ANEOUS BEAMS = as shown on drawhW, LVL and PSI. beams, Arcro-Lam or Pa►sMam as manufaclured
by Weyerhaeuser or equal, co"bff1hV b tie tKOWIng mkmurrn Wongth afteria:
FV a 825 p.s i., Fb = 2800 As.i., E = 2,OW,000 p.s.i
IG) PLYWOODIOSB it composite structural Panels
1) Scubtloor"s = 23f3't" APA rated, T&G Shod-1 Floor Q 24" O.C-; dune 1
l2) WSM_ MW&ftz 711fr APA rated atta t 24Mt3; egos= 1; P shelf be fastened is rie f
to cwftmv wkh the tkwkvg nsft Psftw
a) Edges = 6d faster*m.Q r O.C: ma mk n
b) Interrrrecifate supports = 6d tdcrers Q 12. O.C. mlt*mn
3) Roof Shearft =19W APA rated. T&G sheathes 24/16; WPM" 1
4) Uriderlayment:11W APA urlds fttrWft group 1, exPomm 1 under ahset goods
.AT ION = All aysul "n shall eonfam to ft regtkemenb of the 2012 Ir>temslaral Energy Cormevativn Code
A) gf E.I,B c 1" X 6" ftergfass 6111 sealer
B) WALLS = R 21 144ersity fiberVISO trvsUtaton
C) BASEMENT CEtUNGIFLOORS (over unconditioned spaces) = R-30 N4enslty fiberglass bsulation
D) GARAGE CEILING = R-W hke Wty Ner918196 ir>s tbon
E) FIAT CEILINGS = R-49 boas blown, celkdose. or belt Would on
F) SLOPED CEILING = R-M using frigid insulation and M to capeAV wkh eelkAm or beet irmAntion
G) VAPOR BARRIERS = 4 mil. p*e"%M sheet or into W with the lraubtion
VI) II 0 STURE PROTECTION p
A) per -PROOFING = one coed a d on � Web to a point 4 below finished grade
B) WATERPROOFING = exterior of art foundation wsis erxdoW rg habit spew shin be waterproofed with Dri Lod
j C) ROOFING = aspk shirMbe, I S# felt barer sheet or equal as required by code
i D) FAVE b VALLEY PROTECTION = alrrg#e layer of 3V width of "Grace kre and Water Shield" or membystne
at all eaves aavd Valleys
E) FLASHING = afurninun .01gr thick, dwsrvo bronzeior* flolsh
F) SEALANT = Butyl or act* type
VI) 11TERIOR FINISH =11r Wpeum wall board, We Oft WKh rnetd carver rek*xcing
VIH) SEPARATIONGARAGE WALLS
A} UNIT GARAGE 618" Type "r wall board at required 9 tine sep � wrfagY#�
"UMENTATiON (IECC Sections 14 303-3. 401.3):
i - The appropriate con*UCtion dowraft and p met *MRM a irdornnatiav must be prr}vided, along with 8 permanent
eertifa to listing ced* kwAstion, window, and HVAC perlbrowce inforrl OMOM
AIR (IECC Section 402A):
_ Thhee �br g e mfte is required to be properly sealed to flmd air InMaft. Air tightnes and kmidion installation must be
must be demonstrsted either by testirvg or visual fnspedfon. Recessed klhft must aim be sealed to #mil air ieekaga.
W(IECC Sewn 403 and IRC Section m14401.3):
AC W/Wem no be properly shad using a procedure Me AACA Duel J.
- Temperature csonbole must be inslelIK kxkxhng a t oomostat whm required.
- Machanicjd system 0Vb9 must be UmUWW to a minimum of R-3.
! - Specific requirements apply to circulating hot water SystwM mechgwKW yorMatim, anew malt v1stems, and pods.
Ducts must be tended for ootvm, as g e«tied in IECC Section 403.2.2, except when the air handler and all ducts are
located within oordtio red space.
- Supply ducts In attics shell be sealed and insulated 10 a Minimum of R4 AN other duds shah be sealed and insulated to
a minimum of R-6. Duct or pwdlom thereof located complertely inside the bultdtng t wmal envelope aria exempted from the
insulation requirement Air handlers, fiber boxes, and but" cavltbs used as du ch must also be properly seated.
LIGHTING (IECC Section 404.1.1 r
-A mirnrrrurn of 75% of brnps in permeraV* ir>atole d fig lurn must be a ticiency
as dellned in the IECC.
B LDING ENVELOPE DETAILS
R Vakrea Based on 2012 IECC for CWrea6s Zone
5
ACTUAL
REQUIRED
U Factor Low E Glass)
0.28
A35
oy Fk urs R-Value
R�49
R-40
-460 R-Value
1_* R Value
wemerd Wall R Vdm
R 21
R-30
iWA
R-20
R-30
Not TThd if is us
+b Pedmeter R-Value and Depth —
NIA
R- lorz4 " at slab on less than 1r below
S WAs or Sheowail
no cardilw4em
Roar Bract aft Exterior Wa1s 9
in mid
unsupported panel edges, &V
two bays, 4' o.a. max
Floor T CMIFCM
{�
ftor StwathN ThkMm CM
23132"
Floor Shea#ft F ebb 2)_
f(r 1 r field jer 1r field
ARCHT MMAL SFAVICES
774. i27.5726
4�►
BRU(71 WAYNE DENTIN
DESIGN
DADATACAD 19\J0B5\A5PEN 11 - RG