HomeMy WebLinkAboutPLANS 2 REDLINED - M19-00050 - Thomas & Candice Ashment - 4350 Woodland Dr - New SFRNDEX OF SHEET
A-203
INDEX OF SHEETS
T-101 COVER SHEET
FOUNDATION/ FLOOR FRAMING
S-302
MAIN FLOOR FRAMING
T-102 SITE
ROOF FRAMING DETAIL
A-101 MAIN FLOOR
DETAILS
A-102 BONUS SPACE
ELECTRICIAN MARKUP PLAN
A-201 ELEVATIONS
A-202 ELEVATIONS
NDEX OF SHEET
A-203
SECTIONS
S-301
FOUNDATION/ FLOOR FRAMING
S-302
MAIN FLOOR FRAMING
5-303
ROOF FRAMING DETAIL
D-101
DETAILS
E-101
ELECTRICIAN MARKUP PLAN
LOCATION:
REXBURG, ID
SNOW LOAD:
35 PSF
WIND SPEED:
115 MPH
FROST DEPTH:
36"
SEISMIC:
D1
REGULATION:
2012 IRC
f\SHMENT F\ESIPENCE
R
T-101
SHEET 1
RIVER ROCK ESTATES DIV NO. 1
LOT 18 BLK
-
------ - - - - -- 10'SIDE SEBACK
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SHEET 2
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DISPLAY ON HOM
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T-102.
SHEET 2
NJ
Be,
MAIN LEVEL PLAN
o sc a v4' = ra
T-23/4- 6'-91 4" 24' -- 42'
DOOR SCHEDULE
Mary DODR 2,17u6
Element ID
T-9' 16'-3.
29' 13'
T 111 2' 3'-91 2- -10 3 4" 10' 3'-41 4'
1
6
B'-6' 6'd'
2
1
2'-8' 6'4'
0
R
T T-6'
SHORICCCRUNDERSTnRS
4
7
3 6-d-
e �
3
4' 6'd'
2-_6° B. 2._6°
6
1
4'-6' 6'd'
0 0
2
_
8
2
6'
T-6..
2" '-1112' 9--2-
WINDOW SCHEDULE
Element ID
Quantity
SIZE
WIDTH HEIGHT
"
A
1
2'-6' 4-
B
F ^
3' S'
MASTERBEDROOM ry
6
3'
D
4
4' 4-
14'-4' X 12'-6'
1
E
2
S' 2-
Dw H3
1
s s
A
L' MASTER 11
G
BEDROOM 12
5' S'
v BATH 9'-10" 2'-'
12'-0-X11'-3'
C1 4
-Fp�
7112W
O
-11 1 1'3" 3'-81 2°
MrcHEN I o
h9 - -earl -
__________ cl
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1/MEC`H4NICAL
Q� GREAT ROOM
BATH
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m
19'-612' 4'
❑ IauRs
O
DINING IV
'µ
BEDROOM 83
Attic Access
" ENTRY
�TV
Y 12-0'X11,3'
provide 223x3y mim. access where
OFFICE
attic clear height exceeds 301' 1
0
C1
06'
J6m
FOUR CAR GARAGE
V-10' 1 4'-81/2' 3'-111 2" 3'-3"
6' 6" 6'-4"
'-61 2' T-7)/2'
2 2 COVERED PORCH
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T 7' 12' 12'
14' 24'
42'
80'
MAIN LEVEL PLAN
o sc a v4' = ra
GENERAL FRAMING NOTE:
1. ALL EXTERIOR WALL FRAMING BWP2
2. SEE SHEAR OR BRACEWALL PANEL SCHEDULE FOR
WALL 5HEATI9IW^ AND/OR FASTENING SCHEDULE. IF
NO SCHEDULE IS PROVIDED. WALL SHEATHING
SHALL BE 7/16" 058, FASTENED 06 GA STAPLES
04' Of. ALONG EDGES & 8"OC. IN FIELD
3. ENSURE THAT WALLS TALLER THAN 10 HAVE
BLOCKING, ® PANEL EDGE5 OR cN 4' OC IN EACH
CAVITY.
4. ENSURE THAT ADEQUATE BLOCKING 15 INSTALLED
FOR TOWE15AR5, TP HOLDER 5, AND ROBE HOOKS IN
ALL 5ATHROOM5CV ERIFY HEIGHTS ,/OWNER).
VERIFY WITH CABINETRY CONTRACTOR AND PROVIDE
NECESSARY BLOCKING AS REQUIRED.
5. WHERE COLUMNS ARE SPECIFIED AS GANG'
COLUMNS, IF BEAM POCKET 15 REQUIRED, USE 055,
PLYWOOD, OR OTHER CONVENIENT MATERIALS TO
ENSURE THAT BEAM POCKETS IN COLUMNS ARE AS
EXACT A5 POSSIBLE,
6. ENSURE THAT INTERIOR BEARING WALLS ARE
SUPPORTED BY BLOCKING OR DOUBLE FLOOR
3 JOISTS. J015T INSTALL PER MANUFACTURER.
7. ENSURE THAT COLUMNS INDICATED ON MAIN OR
UPPER FLOORS ARE DIRECTLY SUPPORTED BY
BEAMS OR COLUMNS IN LOWER FLOORS. THERE
SHOULD BE A CONTINUOUS LOAD PATH TO A
FOOTING. CONTACT THE ENGINEER TO VERIFY
LOCATIONS AND 51ZES IF NECESSARY.
8. INSTALL ALL HANGERS, HOLD DOWN5. TIES. AND
ANCHOR5 & CAP5 A$ SPECIFIED BY
MANUFACTURER
9. ENSURE THAT WINDOWS& DOORS ARE FLASHED
AND SEALED OVER AN APPROVED WALUROOFIN'G
MEMBBRANE TO ENSURE MOISTURE PROTECTION
10 INSTALL SIDING PER MANUFACTURER REQ..
INCLUDING RAIN SCREEN 09 OTHER.
11, ALL STAIRS SHALL BE CONVENTIONAL IN
CONSTRUCTION WITH A MAX R15E OF 5 3/4" AND A
MINIMUM RUN OF 10".
12. PROVIDE GUARD RAIL5036"FROM NOSING, AND
HANJP.AIL5 AT THE SAME.
13. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY
SUPPORTED AND BRACED WHERE THEY CONNECT TO
THE LIGHT FRAME STRUCTURE
COLUMN SCHEDULE:
C1- (4) 2x6 SPF Gang Stud
C2 - 8x8 DF Select Taber Col.
NOTE: ENSURE (4) 2X6 UNDER ALL
GIRDER TRUSSES
HEADER SCHEDULE:
IT - (2) 2x10 5PF Header
H3 - (2)13/4"x91/2" 1.9E Microhm
F'AH - (2)13/4"x119/8" 19E Microhm
NOTE: ALL HEADERS IN SEARING WALLS TO BE HI
UNLESS NOTED OTHERWISE
BRACED WALL PANEL SCHEDULE:
Q 2x6 eN 16'ac, 7/16' 055 w/8d nails ®W o.c. (edges) & 8' o.c. (fidd)
LIVABLE SQUARE FOOTAGE
ID AREA
DOOR SCHEDULE
Mary DODR 2,17u6
Element ID
quantity
WDOORHT
NOTES
1
6
B'-6' 6'd'
2
1
2'-8' 6'4'
3
1
T T-6'
SHORICCCRUNDERSTnRS
4
7
3 6-d-
5
3
4' 6'd'
6
1
4'-6' 6'd'
2
2
5' 6'd'
8
2
6'
WINDOW SCHEDULE
Element ID
Quantity
SIZE
WIDTH HEIGHT
NOTES
A
1
2'-6' 4-
B
4
3' S'
C
6
3'
D
4
4' 4-
E
2
S' 2-
r
1
s s
G
6
5' S'
GENERAL FRAMING NOTE:
1. ALL EXTERIOR WALL FRAMING BWP2
2. SEE SHEAR OR BRACEWALL PANEL SCHEDULE FOR
WALL 5HEATI9IW^ AND/OR FASTENING SCHEDULE. IF
NO SCHEDULE IS PROVIDED. WALL SHEATHING
SHALL BE 7/16" 058, FASTENED 06 GA STAPLES
04' Of. ALONG EDGES & 8"OC. IN FIELD
3. ENSURE THAT WALLS TALLER THAN 10 HAVE
BLOCKING, ® PANEL EDGE5 OR cN 4' OC IN EACH
CAVITY.
4. ENSURE THAT ADEQUATE BLOCKING 15 INSTALLED
FOR TOWE15AR5, TP HOLDER 5, AND ROBE HOOKS IN
ALL 5ATHROOM5CV ERIFY HEIGHTS ,/OWNER).
VERIFY WITH CABINETRY CONTRACTOR AND PROVIDE
NECESSARY BLOCKING AS REQUIRED.
5. WHERE COLUMNS ARE SPECIFIED AS GANG'
COLUMNS, IF BEAM POCKET 15 REQUIRED, USE 055,
PLYWOOD, OR OTHER CONVENIENT MATERIALS TO
ENSURE THAT BEAM POCKETS IN COLUMNS ARE AS
EXACT A5 POSSIBLE,
6. ENSURE THAT INTERIOR BEARING WALLS ARE
SUPPORTED BY BLOCKING OR DOUBLE FLOOR
3 JOISTS. J015T INSTALL PER MANUFACTURER.
7. ENSURE THAT COLUMNS INDICATED ON MAIN OR
UPPER FLOORS ARE DIRECTLY SUPPORTED BY
BEAMS OR COLUMNS IN LOWER FLOORS. THERE
SHOULD BE A CONTINUOUS LOAD PATH TO A
FOOTING. CONTACT THE ENGINEER TO VERIFY
LOCATIONS AND 51ZES IF NECESSARY.
8. INSTALL ALL HANGERS, HOLD DOWN5. TIES. AND
ANCHOR5 & CAP5 A$ SPECIFIED BY
MANUFACTURER
9. ENSURE THAT WINDOWS& DOORS ARE FLASHED
AND SEALED OVER AN APPROVED WALUROOFIN'G
MEMBBRANE TO ENSURE MOISTURE PROTECTION
10 INSTALL SIDING PER MANUFACTURER REQ..
INCLUDING RAIN SCREEN 09 OTHER.
11, ALL STAIRS SHALL BE CONVENTIONAL IN
CONSTRUCTION WITH A MAX R15E OF 5 3/4" AND A
MINIMUM RUN OF 10".
12. PROVIDE GUARD RAIL5036"FROM NOSING, AND
HANJP.AIL5 AT THE SAME.
13. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY
SUPPORTED AND BRACED WHERE THEY CONNECT TO
THE LIGHT FRAME STRUCTURE
COLUMN SCHEDULE:
C1- (4) 2x6 SPF Gang Stud
C2 - 8x8 DF Select Taber Col.
NOTE: ENSURE (4) 2X6 UNDER ALL
GIRDER TRUSSES
HEADER SCHEDULE:
IT - (2) 2x10 5PF Header
H3 - (2)13/4"x91/2" 1.9E Microhm
F'AH - (2)13/4"x119/8" 19E Microhm
NOTE: ALL HEADERS IN SEARING WALLS TO BE HI
UNLESS NOTED OTHERWISE
BRACED WALL PANEL SCHEDULE:
Q 2x6 eN 16'ac, 7/16' 055 w/8d nails ®W o.c. (edges) & 8' o.c. (fidd)
LIVABLE SQUARE FOOTAGE
ID AREA
BONUS IAB4d2
Mary DODR 2,17u6
NONLIVABLE SQUARE FOOTAGE
ID
AREA
GARAGE
1,379.M
A-101
SHEET 3
3
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A-102
SHEET 4
Element ID Ouanifi/ WDWRHT NOTES
1 6 3'i' 6'-a'
2 1 3'J' 6'J'
1 1 3' S'-6' $NORTOCO0. UNDER SiAIP$
4 ] 3' 6'-B'
5 3 d' 6'-B'
6 � 4'-B' 6'-B'
] 3 5' 618'
a 2 6' 6'-fi'
cWINDOW SCHEDULE
ElementlD Quantity SIZE NOTES
WIDTH HEIGHT
A 1 2'-G'4- C
B 4 B' S'
C 6 4' 3' �
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A-203
2
SHEET 7
I
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Main Level Me
1 SLNE' IN' = I'C
MEP PRA'NING NOTE:
1. These drawig5 are provided for the Mechanical, Electr¢al. and Plurl contractors to
make notatiore and changes according to the direction of the hdrreoi%rer and general
co' Tractor.
2. h u the responeibllity of tlw irdivdual contractors To er eure that all crdd -5l de5rgn
is dote aaarding To the 1=5t code 5tandard5 aM The horroox rem preference
3 The trade cortrarwrz shall present all material and frvwre selectons for homeowner
arproval prior To purcha5c andlretauation
4. If the irr'.,tallatlon of any µpec, ductwork, wires or other mamrlal require rrodiAcaton of
she5l5trxwre, The general consrectar Shall contact she Structural engineer or
designer wverodl0caoion lfy that ouch rnwill rot regatrvely effect the strength of the
effected 5romcwral element
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FOUNDATION PLAN
€v. —rte
5-301
SHEETS
SECOND FLOOR FRAMING
FIRST FLOOR FRAMING
i SCBE: va= ra
�2. WALL 5/8' REDHEAD ANCHERS @ 32' OC (TYP)
8' CONCRETE PORCH CAP c v
#4 BRS # 12' O.C. BOTH WAYS
0—
L6 (n
—L6v♦
S-302
SHEET 9
OES!GN REQUIREMENTS
MINIMUM ROOF LIVE LONAD 35MP.S.F.
k,41. VilN//Oy8��5 ri P'�-H
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8112 Pitch
1
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OVERBUILD
ROOF LAYOUT
v—sz<u!'Tm—ra
S-303
SHEET 10
'
' 8/12 Pitch 8112 Pitch
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BONUS GIRDER TRUSS BY
4'X8' SPF 1 4'X8'$PF1 pd
C
MANUFACTURER. BOTTOM
m'2
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CHORD TO BE SUFFICIENT TO
— ——
1 (2)3/4'LAG SCREWS m
W
C
CARRY 2X12 FLOOR FRAMING
I
MIN.6' PENETRATION E
$
CONTINUOUS ACROSS
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FROM EXTERIOR WALL FRAMING
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S-303
SHEET 10
GENTLE L`I NOS*FS
µ NOIk dgl pe 6nf bkN W M IM Md «aUkBa d IM Va0¢a InKME
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on.RConrxlw«wmm�eatlwaluA Iul W.T. avnnna'ma xb any
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lemnlenaaa alien. Daynbw m.pd.aaewm waeaM
mamauaradw a4ma Maaake last JBIerW pa.o'v«I mginam.
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DroMccver W«SN.
S. mal kwa amil b aha a 7'-0' mbdmum fl.A m im, Yr
Meenvnlaeaa Ntls pass Yawgli MrIRC R3fS
Furre[e alieY Mbeuses qv bm. M.ond MrmmanitkamEb/
m. OvncerM,wbecla NW carom Ndall and repkWa mb M1nrom
aven Mk.e darmb.aaar massae.
FmvMe matimpi shomi all tub, all eM buMry rows pa IRC
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veer aryer aM Mau¢m aImal bnsm m aria dMuse per IRC 11013.
CaseemyanbOMd sootapeniiya.
Inlerv_V arW« aX@rvM Rilrga rryuirma at prdi« ladbp will mmbrmb
RC RM,
Er,neereaµ61 al r ayabma6MII M baWI9a per mmMagvar
apea6aaona.
r,ora. proem p�mer.yal.ma «,a w wave. amewaye. pwalea «sew
emwe s a aeon ermwl n an wYMav rose
Fa�al midi, Na M a,il. rrininnrm MB' n. a. 1. airy M1«n
Ce W VNIbn,. MNmum M GemaRm px IRC W 1.3.
Mk,lase m2eb]aU M oue aa miveb pr IRC R40 ARdOd.
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scC E
TYPICAL STHD HOLDOWN
NOTTOE e
-----------------------------
wonm wwwaara wkam roa
5 a ma
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IT, al a
SMUCWRAL NOM
TM WITT. 4 amwtq Wn M uvea b icrami an wM ne are✓.pa Ilse
Wwr TWO.. ne pial ywtlfiauw. TM¢n0ad« MaATotal,
Me requlmmenn a am alar baham b akeves. erases. Mrym
Ewerb.a Aas. Nes eMdMrilemalo MplaCNIX w1'er np Bbu[M01
32'TT.11
I
j 1 uocueriy<spvapawl,sui[ea
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r' mr �� -�G
III 11 II III II 111 11 1 II III
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M.
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T
111 III II 111 111
111
3
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11
n1 DI D RI D1
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m mkaaafe tion anb aHly «6[ala✓ aMpoaNe.
ua«wi
e n1 m u DI n1
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3 5
u1 m n m x n1
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nl 111 n 1n n1
a-nwr.rcmc
paMIT Lath sFeA pwib el Wnmary91Mr9 eM Madrq mquYedb
III III 11 III III
erM eM MAa Yws6rcWrein «operallenmmi rod eA SWdunlwak eM
a II III II 111 III
n1 n 111 1D
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maN[Mne Ives EeenmMlaW. TM Y1rbE2albn. selene Wily.
m n1 a GI w
3 a OaN a
a M Fvpeabn a aredrn brel Thim .lam
a ae y prary wwwre.
m 1n 11 ul 1n
eb.ae Ta at Te ownemxanaecw.
nl 1n 11 n1 In
a nasus
TM mOLreu eMlmbreswas;lob He metlxtla ko`npuea eM
III III 11 111 111
III III
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11 111 111
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III I I 111
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oauriui�«smamb[alua
ktlN Tab rKponYbElydlMOaTerMorbakY.
III 11111
a IIIII 11 y1 11111 11 1III
IIIII 11 11111 II 111 III
6 rya
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IIwwW
11111 II 11 11111 j II y III III
mb14M9 are rplapaflalYeMxa aLrelaraebasam40uaWi AM1ay tet
iiiii II 11 IMIr 11 111
1n
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loll I n um n u1 1n
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,imesafT
mill alru[Con bass anal salamlyma.aGl4x.a"la,mmapanbbi —ins a1
amIm
IryeNx M unM ell tempary bra[ig ie n dao.
M /STM aM dMr re fe. an pa nw baler W. a Ma I..
unlet dbaaW mil
VNIOp FRAMING NOTES
M roa] hemrp mda'y eNll M eiMa[ea ary M uM e1195i meaimum
mawwaaknt
PnaWMmifff—upeM1aAM W,21rasep Flr.
FJpkl,aMr,6nliec.lyn'my aNYmN..2eraae pay FY. Unbrt Wail
Tauri .
a ammiry . W area M tlM ww111a a m [Mtge rola udeaY •«([mak
aMtlMpanlaebealN Meanaaxa MN amNmiun Waa Flaxrvec
AaWetia SMar 6m aTem;,cia .
Pmrbe LW Masa imam, a ma same dze.. pro a rams. fame
xaebgmarypinum oNa Yu.—ciamml Y md.
BdHpl.c WP m imaill— Sam an N. m rtxa. Dun Ma-matter
Ilan tln mAA.m.la. &ilea [mMellm94411 m fin ] bulmlb IM
. W nl a wsMy xau' ahem w.YNe.
PMaMiob]meklµG naMaS. MInN rLp. MaaavmaWSM
dM+ e«aswries sere M as menaa[bM by �SrrRmr SlmrpTb
raquIrmyMs.N Ytl alallwea mblmum TMraM IX00d M.Me((.ere
ASTM M1dS.GMePIMmpeMrrsW Imrliy UA).
Rdee M mkhI AaW a al in. was mammal Tall ram eases Ta
IgnMMnbaIRCTTIM
Nl plelp.aCni.mik. MIs. xaJme MctlNfMKNlanealK MMxare
pnwvm%eapam b wVa slue M Mt aiv eakar2etl.
ISMeNirgollbaa, wa4am ulaYW m'n eomWrta wM10.0 RST,
R600 eM RM.
LATERAL TIES AT OPENINGS
NOT 10 llIE
z 3 T�ww iwlrruoaa[uv
I wu YF e.u.ranncnw.
d 3 a 1u.u[xuwca Ian
p mauu-rrw 5 z m.e� +wo aaw.n war
3 d
1
3
0
TYPICAL SHEAR SHEATHING AT WALL INTERSECTION
NOTTOACALE
I JOIST (1 BEAM CONNECTION
i NOTTOBCNE
i
5
FLOOR JOIST BLOCKING
NNMia NE
-----------------------------
l�y
I
j 1 6
5
uwarG
CUKM06"o.<
s�rra0 om[ r�ivaau roa[ uww
DETILLAtE
-----------------------------
I 9
I
TTFan
=a
pp.wl
z I I
'
a.vSi'�rullWaoawwhwram
T
u.rr.
ua«wi
1 6 B
[mmw.rwxun
3 5
I FLOOR JOIST INT SHEAR WALL
NOTTOSC
----------------
E �I: �I9:bI�L11
• aD][Tatgyl4'
v acWTeS anal [muo aMwM B
a.ur.crmlwe u[wr[o[ec
TYPICAL OVERBUILD FRAMING
I NOTTOSGLE
¢vet rs irroea uaruwro
ImI.mmal. ITT,
Jx avuanw shtteYa a
mmasawwarmraM
a.
Imml IT,
M.Nrbwaary 04U %n rewxw
rz. ma[wlurcamrua50aaNn oc
Y
9
`z
5
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