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2.L.OCAilON, SUFR:RJ; P!WTECllON M 'D ~N OF AU. EX·511NG Unl..ITlES AND ~CES SHALL BE THE RESPONSIBIUiY OF THE CONTWCTOR. rr .SfW.l. BE il£
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1HE PlMS OR NOt 1HE CONTAACTOR 5/WJ. CALL UTIU1Y PI<OTECOON 5EJMCE 7l HOURS I'm< 10 CONSfRUCTa<.
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7.1HE CON111iCTOR SHo\IL NOT 1ZS1CM ANY TREES DU~NG CONsrnJCOON 'MOOilllHE E<PRESS \II!II1TEN CONSENT OF THE CONSL.Ilo\NT. -\oWEWION 10 !E/'WN 5I'AU.
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SP!OCIAC<TIONS.
10.STORH IIO'ID RUNDA' SW.U. BE CON1l10illD 10 PREVENT EROSION, SIIWlON, AND FLOOD.NG Of ON ~ EXCMIION~
11.AL1NV.S Dl5ruRBEO DURING Cl>I\ST"RUCTION 5H;IU BE SEEDED OR =oDDED AS SPEQAED
12.TH2 EAR1\i\\l)l<.': CONTAACTOR MTH 11£ PERMISSION OF 1HE CONSUII'Nf M':f ~ o'IJNOR AWUS11'1EN1S 10 AEUl SU~ GAADES ~ ~l NG OR ~NG SUCH AE!DS 10
HELP 5Al.ANa CUT AND AU.. FW/OOG TlW POSrlM Di"N.'GE 5 .'CiiiEVEQ
13.THE ~ ~ MTH THE Pm1SSION OF 1HE CCN5U11ANT HOf ~G ON ~ BNlPIJW m5 10 ()B[.'jN SlJ!l'Jll£ FU HA1ERloiL FOR BLA~NG fl'DSAND -NG
AIIEAS . 1HE ~ CON111iCTOR HOf All SI>:H m5 MTH EXCESS lw.>:liL PI10VONG 1HE MAS ioJlE 1Hm1JGHIY COMBIC11'D A~D FUT1J1lE CONS111IJCT10N 5 NOT INTEND!'!>
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NOTICE: ACCORDING TO COLORADO LAW YOU ~UST COMMENCE ANY L.EGAL
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IMPROVEMENT & TOPOGRAPHIC SURVEY
LOT 9, PINYON MESA, FILING 1
SECTIONS 7 AND 8
TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.
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WATER VALVE SOX
FIBER OPTIC LINE MARKER (QUEST)
EXPOSED I" PLASTIC IRRIGATION LINE
SEWER MANHOLE
EXPOSED BLUE WIRE WRAPPED AROUND WOOD LATH
CABLE TV PEDESTAL
PROPERTY DESCRIPTION
LOT 9, PINYON MESA, FILING 1 ACCORDING TO THE FINAL PLAT RECORDED AS RECEPTION NO . 734761 IN THE
·GARFIELD COUNTY CLERK AND RECORDER'S OFFICE, COUNTY OF GAR FIELD , STATE OF COLORADO
NOTES
1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N90'00'0D"W BETWEEN THE SOUTHEAST CORNER
OF LOT 9 AND THE SOUTHWEST CORNER OF LOT 9, BEING NO. 5 REBARS WITH PLASTIC CAPS STAMPED
L.S. NO. 36 IN PLACE AS SHOWN HEREON.
2 . DATE OF SURVEY: MARCH 29, 2010.
3. LINEAR UNITS USED TO PERFORM THE FIELD SURVEY WERE U.S. SURVEY FEET .
4. THIS SURVEY IS BASED ON THE FINAL PL AT OF PINYON MESA, FILING 1 RECORDED AS RECEPTION NO.
734761 AND COR NERS FOUND IN PLACE AS SHOWN.
5 . THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT , THEREFORE, ANY
EXCEPTIONS TO TITLE THAT MAY AFFEC T THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY HIGH
COUNTRY ENGINEERING, INC .
5. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY (NGS) STATION DESIGNATION
"N158" HA~NG AN ELEVATION OF 6029.78 (NAVD88).
7 . CONTOUR IN TER VA L EQUALS 1 FOOT .
IMPROVEMENT SURVEY STATEMENT
I HEREBY STATE THA T THIS IMPROVEMENT SURVEY WAS PREPARED BY HIGH COUNTRY ENGINEERING, INC.,
FOR HIGH MARK CONSTR UCTION COMPANY.
I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, MARCH 29,
2010, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITH IN THE BOUNDAR IES OF THE PARCEL, EXCEPT AS
SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMP ROVEMEN TS ON ANY
ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EV1DENCE OR SIGN OF ANY
EASEMENTS CROSSING OR BURDENING ANY PART OF SAID PARCEL. EXCEPT AS NOTED, ARE SHOWN HEREON
TO THE BEST OF MY KNOWLEDGE AND BELIEF.
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I ~ J I \ ._, FIRST FLOOR TOP OF PL 'f . ~ I ---·--="':A _ _,~GE F~OOR T9P OF ~ONC.. ------------'~~--=-~ :_-t ; < >< ><' / > /I I ' I -II -I I I 11-~ -_-:_ -_-_-_ -_-_-_ -_-_-_ -_-_-_ -_-_-_ -_-_-_ -_-_-_ -_-_-_ -:_-_ -_-_GA-~_-_E-F~~-O~R-;~-:~~-~:0_~-:_c.-,------"~ ~
~ ELE = ~e·-o · I 1:.'· . ELE = qe'-o" ~
f >.:f 1 I ::-L __ ~
L __ j I . I ~
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Date: B-3G--2mo
Revisions Date
SHEET NO.
A4.2
• THE S L OPE FOR THE SH ED DORMERS AT THE HOUSE IS
eASED OFF Of THE SPRIN5 POINT AT THE HOUSE MODUL E
(1 23'-1 118 ") AND THE (118 '-4 3/4 •) TOP PLATE OVER THE l'o!IND0¥45.
• FOR THE SHED DORMER AT T HE cSARACS.E . THE SLOPE IS
BASED O FF OF A 5 AND 12 SLOPE STARTING O F F OF THE
(1 16 '·1 9 /4") TOP PLATE OVER THE Y'I INDOv;S,
• 1'-0 "
I I
METAL F L ASH IN6
~-SPRING-PO INT FOR SHED RoOF
~ TER PROOF MEMS~NE
9 X RS. CEDAR
2X4 RS. C.EDAR TR IM BOARD
V'I ITH C.ONTINLJOl)S NOTC.H
_IQP OF PLY 11/J:\
-- -ELE -•-110'-f> 9~
1'-6 "
10 X 6 RS. eEAI-1
1-1ETAL FLASHINcS
____ TQE_Of.J:IE~
ELE • 108'-10 " ~
:2X4 RS. CEDAR
2 XI O RS. GEDAR
e>Xe> RS POST
6X6 R5 BRAC.E
4 .
ME TA L F L ASHI N5
9 " THICK TOF CAF,
MEM6RANE FLASHIN5
S TONE VENEER
Y'IIEEP HOLES ~HERE
NEC.ESSARY
v;A TERFROOF MEM6RANE
MORTAR F ILL
NO LED6E Y"'HEN FINISHED
CS.RADE IS Hl cSHER THAN
THE TOP OF MLL. SEE
STRIX.TURAL FOUNDATION
PLAN,
C.RAY'IL SFAC.E
NOTE :
SEE STRUC. TURAL FOR ALTERNATE
FOUNDATION Y'll IC.f (I NSULATED
C.ONC.RETE FORM )
FIN ISHED CS.RADE
STONE VENEER
C.MU 6LOC.KIN5
I-10RT AR FILL
MTERPROOF MEI-16RANE
C.ONc.. LEDcSE
C.ONC.. LEDCS.E
1/:2 " SFAC.E
NOTE•
SEE STRIX. TURAL FOR ALTERNATE
FOUNDATION Y'll IC.F (INSULATED
C.ONC.RETE FORM)
1/:2" cSYF. 60ARD
EXSPAN510N ..JO INT
4 " 5ARA6E S L A6
FER , STRIJC. TURAL
4 " MSHED cSRAVEL
EN6o 1NEEREO F ILL UNDER SLAB
~~?~~E~ .. c~-~~·-o~.~~H~E=D~R~O~O~F ____________ _ ~r--~-.. ?-U-r ~~ .. E __ F~O~O_TI_N~G __ D_ET_A_IL ________ _
:2Xe> SUe FASC.IA
1-1ETAL FLASH IN5
:2X4 CEDAR
:2X CEDAR
IX6 TOeS CEDAR Y'l/
SQUARE ED6E BU TT JOINT
C.EDAR 51DIN6
1-1ETAL FLASH IN5
9Xf> RS CEDAR
V'\I NDOII"t5 PER SC.HEDULE
STONE VENEER
2X DEC.K
:2XS JOIST
JOIST HANGERS PER STRUGTURAL
C.MU 6ETY'IEEN JOISTS
BASEMENT
F IN ISHED 5RADE
C.MU 6LOC.KINCS.
MTER PROOF MEM6RANE
C.ONC.. LEDcSE
NOTE ,
SEE 5TRlJC. TURAL FOR ALTERNATE
FOUNDAT ION Y'l/ IC.f (IN SULATED
C.ONC.RETE FORM)
:2 X 6 PLATE
_ _ _ TOP _Qf C.ONC... ~
ELE • qs'-0" ~
~--Y'IEEP HOLES v;HERE
NEC.E55ARY
DRIVE 5LA6
I-10RTAR F ILL
EX5PAN510N .JO INT
NOTE :
SEE STRIX. TURAL FOR ALTERNATE
FOUNDATION Y'I/IC.F (INSUL ATED
C.ONC.RETE FORM)
R-IO R lcS ID INSU L AT IO N
EN6o1NEERED F ILL UNDER 5LA6
~~N~O~T~U~S~ED~----------------(Dr--?-.. ~-~-~-.~. L_@=---_D_E__;;C'--K __ A_N_D_F_O;;,_U;;,_N_D_A_T....;IO~N_ ~r--?;;,_ .. ~-~-.~__;; .. G_E __ FO~O~T_I_NG~;;,_D_ET_A_IL ______ __
Y'IINDOY'IS PER SC.HEDULE
SLOPED CEDAR S ILL TRII-1
TOPOFSILL ~ E:LE = S '-5 1/4 "
---AOOVE SUe FLOOR
TYPIC.AL .
:2X1 RS C.EDAR
1-1ETAL FLASH IN5
:2X LEDcSER FER S TRIX. TU RAL
JOIST HANcSER PER STRUCTURAL
• t:
10 1/f>"
INT. HEADER
1/'z" • 1'-0"
MARRIA6E L INE
TOP OF PLY .-~
- - --- --ELE-=-110 '-f> 9~
~I XTRIM
GElL ING ~
-----ELE'O i o<l '-1 ~
~ \ Gl\!ARK DETAIL
:::::-• SC.ALE 3 " II 1'-0"
"' n -~1/4 "
I
FUAAED DOY'IN C.E IL ING _j
MARRIAcSE LI NE
RIDcSE C.AF' INSTALL ED
ON S ITE 4 PROVIDED
6 '!' MANUFAC.TURER
SPRING POINT F OR
SHED DOR.I-1ERS AND
TOP OF THE MODU L~R
UNITS
-ELE = 123q-j/e-..----
:2XI:2 RAFTERS FER
S TRIX. TURAL
F4 F5
S TONE VENEER BEYOND
5ARA5E DOOR FER
SC.HEDULE
EX SFANSION JO INT
ENGINEERED FI LL UNDER 5LA6
NOTE,
SEE STRIX. TURAL FOR ALTERNATE
FOUNDAT ION Y'll IC.F (INSULATED
C.ONc.RETE FORM)
KITCHEN /LIVING ~---~-.~-?;;..._._;-. ~@~_M_A_IN __ H~O~U~SE ________ _ ~r--?~ .. ~-R-,.~~ .. G_E __ FO~O~T_I_NG~_D_ET_A_IL ______ __
Date:
Revisions
:c:
lJ ......
:r::
SHEET NO .
8-30-2010
Date
A8.2
RAKE DETAIL
,___ ____ _ 3'-0"
9 111
• 1' -0"
BRACKET DETAIL
METAL FL A5H IN6
::2X4 1'1(5 . CEDAI'(
2X BLOCKING
.2XIO R5. C.EDAR
IX BOARD ON BOARD
S IDING
::lX CEDAR
FLA5HIN6
RAFTERS PER STRLJG. TURAL
SHED DORMER
6"
METAL FLASHIN<i>
6X6 RS.
----6X6 R5.
...____ LINE OF FA5GIA
PROVIDE BLOCKIN <i>
3Xb RS.
(:2) 1/2 " LAGS
COUNTER SUNK
~ PLUGGED TOP
AND BOTTOM
PROVIDE BLOCKING
3 '-0" OVERHANG
~ ----=L :' J' "'-~_//
: v /
I
I
I
I
I I
2 X6 CEDAR
CEDAR SHINGLES
BOARD B'VV BRO. ON BRO.
0 & CEDAR SHINGLES 5 ___ ..;,__,;: ___ _
3" • 1' -O"
TYPICAL EAVE DETAIL
2 '-0 '
1'-b " 6 "
2 X BLOCKING
2X12 RAFTER
PER STRUCTURAL
2X6 CEDAR T4G SOFF IT
W 5GUARE EDGoE BUTT
JOIN T .
METAL FLASHING
.2X6 R5. C.EDAR
FASCIA
2XIO RS. CEDAR
FASCIA
MAIN ROOF
3/4 "
ED5E OF FASGIA
4X6 RS
I~--(::Z) 1/2" LAGoS
C.OUNTER SUNK
4 PLUGGoED "
EAC-H END ~I
L{--~~-~~ 4X4 RS
"'
3 " 1'-21/2 ~
3X4 RS
(::Z ) 1/::Z " LAGoS
C.OUNTER 5UNK
t FLU<S6ED o
EAC.H END
"-PROVIDE BLOC.KINGo
TO ANCHOR BRACKETS
BRACKET DETAIL 1'-6" OVERHANGS
/ . ' ~-
2 '-0"
b" , ,
6 "
TOP OF BEAM_~
-----ELE • 1 06 '-~
6 XIO RS PER,
STRUC.TURAL
(2) 1/2 " LAGS
COUNTER stJNK
t PL.l..IG5ED C1
EAGH END
6X6 RS PER ,
STRUC:. TURAL
--....____ (2) 1/2" LAGS
COUNTER stJNK
t PLIJ66ED ~
EACH END
BRACKET DETAIL DECK OVERHANGS
3 /4 ·-
3 7/6 '
--
"-.
........
.
~
f.-....Ill
II
'
" ---~ ::,
r ~---
I
•
,...--~--:--
3/4 ""' T1"PICAL CHANFER ,/ 6 · •
DETAIL FOR POST5 )
AND ElEAMS.
~ I .I ' ' '\I ~ '
' "'/
' ,~j _........,.'
/ 6 "
b 1/2 " _}3/4 ",
r·*<' /// ~ exe R5 P05T
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I . y: v ' ;.,
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;.,
' "' ' ()
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/ -
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4X4 SHAPED
C.EDAR TIMBER
3/4 " D IAM. STEEL RODS
Y"V NATURAL. PATINA PAINT.
/ I X.2 R5. C.EDAR lo"V 3 /4" HOLES
::2X4 RS. CEDAR RAIL ~
~
'
~
J
;-,
'
!::'
::2X6 CEDAR DECKIN<i>
TOP OF PLY .~
- -ELE ~00'-0"~
~ -
!"------. ~ ~~
-~~ -~
" ,,. ~
~I 1/2.
r
BEAM PER 5TRUC. nJRAL
2XIQ RS. C.EDAR
JOI S T PER STRUCTURAL
C.ONC.. PILE PER
S~RUCTURAL
u
6 3/4" 6"
I
"'
BRACKET DETAIL
1::2
BRACKET DETAIL
1" = 1'-0"
1 1'-0 5 /6 •
I"TYP.
IOX6 1'1(5 . PER
STRUC.TURAL
"--_ 6X6 RS. PER
STRUCTURAL
exe I'(S COLUMN
PER 5TRLIC TURAL
FRONT PORCH ENTRY
~
~
.
<0
....... ~
~
~~
::lX IO RAFTER
PER STRJJC. TlJRAL
IX6 H <!> CEDAR
SGUARE BUTT JOINT
stJEl FACIA PER
5TRUCTURAL
METAL FLASHINGo
2X4 R5. CEDAR
2X RS. CEDAR
~--fETAL. GAP
FLASHING
t>xe R5 .
6X6 R5.
(2) 1/::2" LA65
COUNTER SUNK
4 P LUGGED TOP
AND BOTTOM
METAL FLASHING
3XIO RS CEDAR.
6ARA6E DOOR
PER SCHEDULE
(2) 1/2" LAGS
COUNTER 5UNI<
' PLUGoGoED TOP
AND SOTTOM
~ 3X6 R5. CEDAR
GARAGE OVERHANG
~
~ a -~ cc::
< 0 a cc::
0
l')
Date:
::r:
l') -::r:
Revisions
SHEET NO .
C"\0 ~0 f-~ oo
...J...J
0 <U
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~...J < zo oz
>-0 zco _c.:: o...< u
8-30-2010
Dat e
A8.3
"' "' \/ \/
"' "'
"' 'V
v v
;. 1/:2 " 4 1/2"
\/ \/
"' "' "' "' v v
I? I?
1-l -r --·----Y'IINDOY'IS PER SC.HEDULE
0 WINDOW HEAD @ BASEMENT 7 1---------=-------311 -1'-011
----------Y'IINDOY'IS PER SC-HEDULE
2X R5. C.EDAR TRIM
----------~TER PROOF MEMBRANE
~ I"SHIMSPA6E
~ 112 " SHIM SPAC.E
----------IX4 TRIM
~-~~ .. ~~~~1 ~~~~W--~JA_M __ ~@~_B_A~S_EM~E~NT ______ __
5 1/4 ." 4 3/4 ·: f --~-'-'---··-=c::...c--1~
[;. [;.
~-Y'IINDOY'IS PER SC-HEDULE
~ 3" THIC-K STONE C-AP
__.---I-IEI-IBRANE FLASHIN5 LAP
OVER S ILL PLATE
I" SHIM SPACE
IX4 TR IM
1!2" S HIM SPACE
3X8 RS. 6EDAR
'
-----------Y'IINDOY'IS PER SC.HEDULE
HEAD @ GARAGE
~(
I I • ~
f ~-------------
\ 1\ I \ I
METAL FLASHING
'-3X8 RS . 6EDAR
r-1/\ I)\ I I\ HEADER PER STRU6 TURAL
-.2: (I
"\.rt. ... ----------4 /4 X 4 TRIM
u •
I'"""-
r-1-~
------------------------------Y'IINDOY'IS PER SC-HEDULE
I
TYPICAL WINDOW HEAD -DOOR SIM.
3 .. • 1·-o ..
2Xb RS. C.EDAR
>~ l
/..,/~ -Y'IINDOY'IS PER SC.HEDULE
Ill
\ Lr / \!'__ " \ I \ I ~
"D < \ ~
1:--,!d'\ I \ I \ A, ~~
X /'-.....
~I
IX4 TRil-l
TYPICAL WINDOW JAM -DOOR SIM.
..
~-......, r-r--1
~ Y'IINDOY'IS PER SC-HEDULE .
,/"\...I
........, ~
I >< A ,....., --------~ \._
I ::----.
It ---.......... -----I '--\
I ' -,..
IX4 C-EDAR SLOPED Y'IITH DRIP ED5E
IX4 TRil-l
:IX RS. CEDAR
/
"' II',_ ~I f-_
----------1~, ..
Y'IOOD SIDINc;
'
~~JY~ .. ~:~1~~~o~~.L~W~IN~D~O~W~S~IL_L ______________ _
:r:
lJ -:r:
Date: 8-30-2010
Revisions Date
SHEE T NO.
A8.4
3" JAMB @ LAUNDRY
HALL 8 ~~~1 ·-o~PSTAIRS
' 11'>/ '\ I
I 1/>-< I
~ [>--<~ ~-L.-
METAL FLASH INc;
J I'
'
\ \ \ ~~ 5XIO RS. C-EDAR
:...
,..--
/~ ~~
1/ \ ----------------
HEADER PER STRUC. TURAL
4/4 X E> INTE R IOR HEAD TRIM
r-. J
r
-.,___
--------------
'
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1\ I 1\ ;:
'
:v -~--~--.
r--
1\ \ \
1\ I
,.... u
I
-
cSoARAcSoE DOOR PER SC.HEDULE
I
~ 6YP BOARD
I ----~
I
~~~
,..
lx
-
~ ..---
-~
4/4 X 4 INTERIOR HEAD
TRIM
4 /4 X 4 INTERIOR HEAD
TRIM
HEADER PER S TRUC. TURAL
INTERIOR DOOR PER
SC.HEDULE
INTERIOR DOOR PER
SC.HEDULE
IX5 TRIM
5 /IY 6YP ~ IX5TRIM
~~TY~3 .. ~:~~.c~-o~~.L~D~O~O~R~J~A~M~B~--------------------
-
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Date: 8-30-2010
Revisions Date
SHEET NO .
A8.5
1 W-5
I
W-6
I
BASEMENT I"'ALL
Y'V FURRI N6 BE LOY"!. 6RADE
~ v I !
'"">-< '
v
,-'Q... _,lltlll'
N OTE ,
5 EE 5TR.IJG TURAL FOR ALTERNATE
OUNDATION VV IC.F (IN5ULATED
ONGRETE FOF<.M)
F c.
5: '
v
~ ' 'V
'"">-<
. ~ I'
REF, PLAN FOR FURRED
~ALL LOC.AT IONS 4
D IMENSIONS
5 /8" GYP. BD.
BATT INSULATION
(R-15) MIN, UNFAGED
? >< 'V > v
><
v 'J ~ v ;:: I> ,
>< ' 'V
:>
lL1ii '
?
:1':::'::
1
1 I I , I
I'
,L ...!, ..
I _l,lL,
'
v -~~ I
'Joo Y
,-
I
I
I
2x STUD FURRING
REF , PLAN PER 51ZE
1/:2" 5PAC.E SET~EEN
511JD AND C.ONC... ~LL
C.ONC.. FND. I"'ALL
PER 5TRUC. T .
TUFF-N-DRY
Y'llATER PROOF IN6
Y"t.ARM-N-DRY SYSTEM
R-IO IN5UL .
I FOUNDATION I"'ALL .. C.RA~L NOTE ,
5EE 5TR.IJGTURAL FOR ALTERNATE
FOUNDATION VV IC.F (IN5ULATED
C.ONC.F<ETE FORM) v v
I I
? ·wt ,..' 'V 1'11 1;11 ~I I
' -;-------1 I=
I ~II ~ , l<rn:L-I_Il I
-'k,_:~!fT,IIl71r_, ~---+----
, R-10 R IClo iD IN5ULATION
C.ONC." FND. I"'ALL
PER 5TRUC.T.
TUFF-N-DRY
I"'ATER PF<OOF INClo ~ v I ! IL ~]1 -'1
" ~· . v , . "l~l _ ------I"'ARM-N-DRY SYSTEM
I 'V . -R-IO IN5UL . I ' . ' -
' , I ~
W-7 ISA~E I"'ALL
VV FURRINClo SELO~ CloRADE
NOTE 1
SEE 5 TRUC. TURAL FOR ALTERNATE
FOUNDATION VV IC.F (IN51JLATED
WNC.RETE FORM)
•
5 /B " CloYP "
112"5PAC.E
VERTIC.AL 2X2'S It>" O .C..
C.ONC.. i"'ALL PER 5TRUC. TUAAL
TUFF-N-DRY
Y'tATER PROOFING
~ARM-N-DRY 5Y5TEM
R-IO IN5UL.
W-4
F-4
F-5
METAL F<OOF <i> DEC.K
I HR RATED INT . Y'IALL
CloA~E 4 BASEMENT FLOOR
5LA6/5LAB-ON-GRADE
I
1
EXTERIOR OR SLAB ON CloRADE
ROOFINc;., REFER TO
ROOF PLAN FOR
LOC.ATION: MTL ROOF ING-
TO BE IN STALLED
PER MFG. IN5TRUC.. TION5
1"'\ATERPROOF
MEMBRANE
2Xt> HClo VV 5GUARE EDCloE
BUTT JOINT.
5 /B" TYPE 'X' CloYP . SD.
EA. SIDE -TAPE t MJD
TO AC.H IEVE I HR
SEPARATION
2x 511JD Y'-IALL
REF, PLAN FOR SIZE
(R-21 ) SATI IN5ULAT ION
TOP FINISH T.B.D.
RADI ANT TUBING~
(R-IO ) R IClo i D IN5ULAT ION
b mil. POLY .
VAPOR BARRIER
4" v-IA S HED CloRA VEL
ENGINEERED FILL OR
UND ISTRUSED CloRADE
4 " M IN. C.ONC. 5LA6-REP .
5TRUGTURAL .EXP05ED
A66RE6ATE OR C..OLORED
WNC..
6 mil. POLY .
VAPOR 6ARRIER
4 " Y'IASHED GRAVEL
ENClo iNEEF<ED FILL
"'
R-3
I
W-38
METAL F<OOF 0 CloAF<Ac;.E SHED
INT. ~ALL
TYPIC.AL W-3A
FLOOR 0 LIVIN5 SPAC.E OVER
l iVI NClo SPACE.
~F=============~
FM-3 RAD I ANT FLOOR
W C.ARPET
ROOfiNClo • REFER TO
ROOF PLAN FOR
LOC.ATION, MTL F<OOFINIS
TO BE INST ALLEO
PER MFClo. INSTRUC. TION5
v-IA TERPF<OOF
MEMBRANE
ROOf SHEATH INClo PER•
STRUC.nJRAL -TY'P.
!'<AFTER PER, 5TRUG T. -TYP.
IXb HClo C.EDAR VV 5G .
EDGE BUTT ..JOINT
REF , PLAN FOR
~LL L OC.AT ION5
4 DIMENSIONS
5 /B" CloYP . SD. (M.R. IN
VliET AREAS DURAROC.K
0 5HO~ER5)
SOUND BATT IN SUL.
:l<t> STUD I"'ALL
2x4 STUD ~ALL
REFER TO FIN. SC.HED.
FOR FLOOR FIN ISH
3 /4 " FLOOR SHEA THIN&
PER . STRUC. TURAL -U.N.O"
RAD IANT TUSINClo
BATT IN SULATION
FLOOR .JO IST -FER STRIX.. T .
C.ARPET PER FIN ISH SC.HEDUL E
C.ARPET PADD INClo
FLOOR SHEATH ING
BLD5 .FAPER
RAD IANT TUBIN6
R-2
W-2
F-2
METAL F<OOF OVER LIVINClo
EXT. I"'AL L
'l't !V'IOOD
I(HR)
FLOOR IS L IVIN6 5PAC.E OVER
C.RA~L 5PAC.E .
RAD IANT FLOOR
Vol / HARD YI400D
F<OOF IN<So, REFER TO
ROOF PLAN FOR
L.OC.ATION ~ MTL. ROOFINc;,
TO BE INSTAL LED
PER MFClo. INSTRUGTIONS
I"'A TERPF<OOF
MEMBRANE
ROOF SHEATHIN Clo PER •
5TRIJC.TURAL -TYP.
SPRAYED FOAM IN5ULATION
R38 MINIMUM.
RAFTER PER, 5TRUC.T . -TYP.
5/B" CloYP
5 /b " <SYP . BD. (M .R. IN
~ET AREAS DUAAROC.K
.e SHO~ERS)
VAPOR RETARDER
:2< STUD Y'IALl
REF: PLAN PER SIZE
R-21 m in . BATT
IN SULAT ION
1/2" APA RATED SHEATH INClo
VAPOR BARRIER I
v-IA TER PROOF
MEMBRANE
IX C.EDAR , S35 ,
SOARD ON SOARD, OR
C.EDAR SH INGLES.
REFER TO F IN. SC.HED .
FOR FLOOR FINISH
3 /4 " FLOOR 5HEATH INClo
PER. 5TRUC.TURAL -U.N.O.
RAD IANT TU61N<S
BATT IN5ULATION
FLOOR ..JOIST -PER STRUC. T .
3 /4 " H<S FLOORINClo PER
INTERIOR SC.HEDULE
FLOOR 5HEATHIN5
SLD<S . PAPER
RADIANT TU6 1NClo
IR-1
lw-1
F-1
TYP . ROOF OVER
L IVI NG !:>PAGE
EXT. Y'\ALL
Y'l.! S TONE VENEER
I(HR)
FLOOR o LIVING SPAC..E OVER
BASEMENT AREA
RAD IANT FLOOR
YV TILE OR STONE
ROOFINc;., REFER TO
ROOF PLAN FOR LOC.ATION o
SHINGLES TO BE INSTALLED
PER MFClo . IN5TRUC. TIONS
Y'IA TERPROOF MEMBRANE
ROOF SHEATHINClo PER,
5TRUGTURAL -TYP.
SPRAYED FOAM IN5ULATION
R3e MINIMUM.
RAFTER PER, 5TRUC. T. -TYP.
5 /b" <SYP
5 /B" CloYP . BD . (MR IN
~ET AF<EA5 DURAF<OC.K
OJ SHO~ERS)
VAPOR F<ET ARDER
:2xt> STUD Y'IALL
R-21 BATT INSJLATION
1/:2 " APA RATED 5HEATHINClo
I"'A TER PROOF MEMBRANE
DRAINA6E PLANE
MA50NARY T IES PER C.ODE
I" nom. AIR SPACE
6• nom. STONE VENEER
PF<OVIDE ~EP HOLES
ABOVE 6RADE o 2 '-o · O .C..
REFER TO FIN . SC.HED .
FOR FLOOR FINISH
3 /4 " FLOOR 5HEATH IN5
PER. STRUC.TURAL • U.N.O .
RADIANT TUB ING
FLOOR JOIST-PER STRUC.T.
BATT IN5UL .
S I B" CloYP . 60ARD
I 1/2" TILE AND MORTAR SED
FLOOR SHEATHINClo
BLD6.PAPC:R
RADIANT TUBIN5
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Date: 6-3G-2010
Revision s Dale
SHEET NO"
A8.1
4 3 2 1
65'-2 "
30'-0" 7'-6" 27-8"
13 '-10" 13 '-10"
5 1/2~ 5112"
T.l<tlg< = 99'-1'" T. wall = 101'-2 1/2 "
T. foo~n~-96'-1 1 1/2" ~ ~ L' T. wa ll = 98'-9 718" -r (};; T. letlg e = 97'-6". '
. __ __ __ T.footing -90'-3 11 2" " ®~~~~------------~m1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-~~~[ -.----------.--_---_--_--.-.=~--=-=~~-----]
T.wall=101'-21!2" ~,--------r--1 ~ T.slav98'-0" 1---------,--ll-lt+HILh~{jS\,.J, r>-f1 po , ,----(_/~;!.,~0' • .;;4 1 ,-1 -'------t-·--~-------,1 I
T. footing-96-1111 2" I ~
""' @ hi~h point• I I ~ 1 _ •• "~ 1 1 · t-6G, 1 I I p I T.wall-v.w.a. 1 I 14 '1,\IJ ,,' I
I ~ ~ I 11 6lm__.,_3 jl lw ,1! T.SL;ov 4" Ji4" I 1! I I "' T. SL;oP I ( 3 \.. t'"' 90'-113/8 " ! II f3\ 'l' 98'~0"
T.le.J ~ = 100'-1'"
I I I L ~~-r-J I T.wa ll=989718' 0 I I· ~~ li ~
C. l--f---f----",._-------~-~==::.-=:;-\111 -HHr --t-----l;-------,l-----j----~,-----+----+------------jHt-t'f--+--+------' I '-\-,1.11 I _Lf-~;!~i7,::·:~~;;2"
1
[j T.wall=98'-9718"
l B" roncrete wall]_ I
I tyPic al u.n.o. I ea wa y over 4" compact~<! 11 --· ~'/:,~ 1 1
2.4" concrete footing \~f -I c& I
typica l u.nD . --7 ~ --'J ~ ~ravel. See ~neral noteo. I I ~· '\-. f-I r<rnovdoa m J I (, I ~ -"' _.L...,__Ift-Ht-l~ 0 ~ Twa 11 =98'-0" I I ~ I : l"s necessa~4"C<J11c51abw/#4@18" I I 1611 I I ""&a, ( ~-HGr<ffi-)-i--·'------------'!-
Tletl~e=00'-1'I' I ~~~~~ '@"'"~"m"l ~ I 0~/ ~ ': ~ ~.::;;;;;:::= ~ F I ! ~~ 1 \_(~ ~ "'
.A. I I Y I I I I _fl'ovide 1'-6' LSL treated 1111--l f--1-+l-1 --1..1..-!
./ 5 \.. 8'-o " 3'-9 " 1
T. ledge= 98'-0'" 1' 1' T. footi"!l = 94-11 1/2 " I I I
~;!~~~~~1 ·~~~~;12 " I I flwall=9f'-6 '-I I -f-I I ~ <-}'OJ:r} --~-:~~·::~:-r----" ~~ 17\ ~ I L_ ----r------,,~r-------~ ~ 1------,___ _ _j L---t--r--_j 'I ;;: ~ I I ~ ' ®~-~~~-----------t=~~I~~-~~~~~-*--~~~~~~-~~~~~~-~~~~~-~~~~--~-~~-~~~~~-~--~~~~~~~l~~~~~·~T~.w:al~l~8;8~c;8;n;8~"---t ~~'~5 ~~~ 1 :1 ~~~-
;Ji ~4" L -;T·c;:w::::all:,::=_:::97:._-4;C:';;-' ;;-;-;;;;;-> <s> 't ~4~ ~ ./3\ s im I ~footing= 9Q-31/2" ,,.1 /l I f [' . -f,f:E •• H::::::',,~----------------'1.
N .L_'t_j T.footing-94'-111/2" ''';;-~ ./ •f \ 1!\ "-56_) I I [,>Til jl!'Y ynM/).f, ; · I \ ,_ /
'{V ~ j " ~ v -~ ~ A 11_ ~-J ~ f'-Sp~ r; -rhtn1'?. __. ,~:~~=;~"I i', I i ; ;;~~:~·~~~~;2'.'-, ~
2: I~\ ~ 1-~ rr·ovide 3'-0"LSLtreated l\o\'ffv!4du"'.,· I ' I ;;#
\ '="' 1 j f'ill plate c ntrd below col j . 0
r---~/ ~ledge=97-6'" I ' L-----r-·---t--+-----·-,-t--L-----------: I /-'
! ~ _, I (-Hr.nl-r---------------'k
T. wall = 98'-6" -+--
~~:, ··¢00~,-ll' I I Twa1!=95'-5318" ,'l)+'<lil-a 4 ) I I ~ ~n-a..._ --, -i' ,-fl. I ; · " " · '-2SJ_ I
,,. I ~--·-----~;~-----r-·---------_!_ I \,:~~) ~
~cc -.-'--+HH--i T foot1 ng-90'~31/2 ' ':> 1 to ..,. eim i-lH+i----.-1'-
+----------+---+--------------t---+---t----r-~j-~(IIJ:'!/t-) I I II .>~]1 -~ I T.~eJ~=96 '-6"'
, ·,II / tJ ."' 1-l ~
typ fB\ T \ed~e = 96'-6"" ! I ~{I --,.JJ\ I I f3\
~r -~-~--"1----------------------+,----r--------------------
3'-0" 18'-2"
30'-0"
4
Foundation Plan
\f§J I I ~1· _;:~) 4'j _L4" I I ~
~ I I (£/ i i I I T.le.J~ = 85'-6'"
\f§J ! [ I T.wall =95'-5 318" J5;~~ -,
I
1
~~~:,0 @+ T. footing-92'-11 112 "
1 1 I T. wall = 98'-9 718" ~"~ ~ !-T. wall= 98'-9 718" l T. foo t ing -9 2-111 12 " I I I II T. foorAng = 9 2-111/2"
' ~
', L_ ____ =:::~l.~l? .. :JI::_::::: _ __J=t-ttt-t.__=::.=-===--Ir-=====----I 1/,.; ~\ II \~~£H-/r---------------------------~
--~tt~~~~~~~~~~~~~~~~~~~;;~~~;;;;~~~~~---------~~~~------------------------~~~~ E 1 ,.-~W<" ,~h00'.,,. ~21 --r-~ledge=94'-6'" :!..1 ' -~ ~ ~tyP :;;
-1-------i--____ \ I
2'-0" 2'-10" 4'-0" 10 " 6'-8"
7'-6"
65'-2 "
T. footin~ -92'-1 11/2" ~ ~ ·
' '
13'-10"
2
flan Notew
1. Bu ilder to verify foundat ion dimem:•ion5 coinc ide with module dimen&ione>.
13'-10"
opel{ /.tok 5t>./~ rz~r"~f
P.eru1 reeL A+ fvorH11-j
m~fe<-htm • Z.Co f •.P
2. Refer to voi le-. repor& by Hf Gcotec h. Inc. job num~er 110 069A , dat.ed Apri l 7, 2010, for 60il cor~ditions a11d recommendation£>.
3. All footi11f16 a nd ie;ol .::rted pad eo eo hall be pk:lud a minimum of 36" belo w grade or 011 undieoturbed native ooil-whichever ie> dupc;:r.
4. ~ T. leclge mu&t be verified with arcllitectural drawinge. location£> a re to be ~nnin~ by builder.
5 . Builder mu s-t verify top of wa ll and top of pier are 6" min above flnivh grade or provide a 5Uffic ie nt waterproofing by oth e rv.
6. Coorclinau wl dectrici.an 011 UFER ground in 6t-allatio11 .~!)
1
Founcbrt;jon flan Fm3re2p Leye[
Fmnldatt otl Plan tt> not coor·d tnated wrth
m~nufactured home f.abric;~tor'v eohop drcl witlgt>.
Rakowski-Millard
STRUCTURAL DESIGN, ILC
580 Main Street, Suite 310
Carbondale, CO 81623
Phone (970) 963-9643
Fax (970) 963-0135
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-..,;~1 :-,,i-.. •~-?P·IO
Date Issue
08-04-10 Pmgre ss Rev ie w Set
08-12-10 Arc h Coord in ation Set
08-25-10 Arch Coordination Set
08-27-10 Canst Document Set
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D Date Revision
Dwn By : AJ.R./S.E.M. Project Number
Dsgn By: S.E.M./A.J.R. Gordon
Ckd By: E.f.K.
Apprvd:
Drawing Title:
Foundation Plan
Sheet S·2 2 of 7
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12" c on e lintel min E;ee 51 for
reinf or infill framing below
doubt~ rim joist
window well!>> c:v 1 r-
p ' = I I
1 dnp-t h"' ••c< 1
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by others
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2
Plan Natep:
r:::~---~~"~"~"·~i"~"--~~---~'-1 1-.y l-.there-
r-<~------,
T.ply
100'-0"
\
Maniage 1:7eam6 arc co nsidered to run the
full length of t he moduLar un it-5. Theu beams
are to IJe double 1 3/4" wid e mem be r s and
fastened over openi M{15 per plt~t1 note 3
1
1. All multi-ply LVL's and 2 x bet.~ms are to be pined w/3 -16d nai lo@ 12 " a .c. (u.t1.o.)
2. Fa&ten 2 x 8 ledger to rim board with 2 -Tl0K04 &c rewv@ 16" o.c .. Min end/edge dist = 11/2".
I drip-thru d•ck I
r-
3. Provtde 5olid woo d filler between mod ule s at marriage line. Fasten rims to-gether at unsupported marriage li ne w/2 -l/2"¢11illttJ bolt6@ 24" o.c.
..
u: c;
"' X
N
Frami ng l ayout matted b.o. i5 s hown for the
purpooe of detennining t he load p~th and
lo.ads on t .h e fnd syetern Fr.arning sha ll be
----~CP)
deeigned by tl1e modular eupply company .and
s ubmitted to eng ine er for review as rt%1uired .
Rakowski-Millard
STRUCTURAL DESIGN, LLC
580 Main Street, Suite 310
Carbondale, CO 81623
Phone(970)963-9643
Fax (970) 963-0135
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Date Is sue
08-04-10 Progress Review Set
08-12-10 Arch Coordinat ion Set
08-25-10 Arch Coordination Set
08-27-10 Canst Document Set
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~ Date Revis ion
Dwn By: AJK/S.EM Project Number
Dsgn By: S.E.MJ AJK Gordon
Ckd By : E.F.K.
Apprvd :
Drawing Title:
Main Level Floor
Framing Plan
Sheet
3 of 7 8·3
cp
1!>5 '-2 "
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Date: 8-30-2010
Rev isions Date
SHEET NO.
A2.4
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MARRIA5E LI NE +-~~
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05MOKE DETECTOR
§cARBON MONOXIDE DETEGTOR
SECOND FLOOR
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Date: 8-30-2010
Revisions Date
SHEET NO.
A2.3