HomeMy WebLinkAbout04060055 Building Plans_—_------ rafter bearing -
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after bearing
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SCALE: 1/4" = I, -O"
12
SURROUND ` CITY OF Cx1RMrC1r; W14SNIP
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FRONT ELEVATION IlNbi.4v404
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PRINT June 01, 2004
DATE:
PDRAWN B'I': R KRONICK
' SCALE: AS SHOWN
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REVISIONS:
CAST STONE SILL
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to of foundation
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1x4 f-ieze Inc
brick soldier
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top of Floor shSathing
s ci -_ening joists
top of Floor sheathing
`�1.'s of ceiling joists
top of footing
a" BF
\� top of Fir. sheathiro t ar. rftr. brn
u's of ceiling joists —
top of floor sheathing
top of foundation -
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1 -32' -Sig
GENERAL FOUNDATION NOTES:
I; ALL SOIL IS BASED ON 2800 P.5.F., AND CONCRETE IS BASED ON
9 28 DAYS, FOOTERS ARE 10" WIGE AND 8'! DEEP
UNLESS NOTED OTHEIRWI5E ON PLANS.
2 BASEMENT WALL HEIGHT AS NCTED ON PLANS W% SHORT WALLS
z CRAIUL SPACE OR SLAB BELOW FR05T LINE A5 RE LJIRED,
THE CONTRACTOR SI=ALL VERIFY ALL. CONDITIONS AND JUDGE
FOR THEMSELVES, THE 51-1ITABILI7Y OF THE PLANS IN RELATIONSI-QIP
TO THE BUILDING SITE, AND EX[571NG GRADES,
4l THESE GRAUJINSS SERVE 54 A GUIDE TC THE CON57RJC7I0N OF
THE BU!LDING, DUE TO /ARIATONS IN DIFFERENT 4RE4,5, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES.T S THE CONTRACTORS FULL
RESPON5IBILI7Y TO REVIEW ALL PLANS FOR ACCURAC-T' ANG
CLARIT` AND TO INSURE ALL SUBS ARE CLEAR AS TO TuE SCOPE
OF I -aEIR WORK, THE CONTRACTOR ASSUMF& ALL RE5PON31BILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR 0M15SION5.
51 ALL STRUCTURAL MEMBERS ARE BA5ED ON AN 45SI-MEF- NEED,
ANZ: MAY C IAN!sE AT AN" TIME, IT 15 TL4E CONTRACT RS
RE5PON5iBILIT� TO `./ERIFI" ACTUAL NEED AND 51'E5 IF NOT SHOWN.
ALL WINDOW SIZES LISTED ARE AS MANUFACTURED BY FELLA
PROLINE, UNLESS NOTED OTHERWISE, ANG ",4'1' VARY
BASED ON SUPPLIER, ALL FINISHES AND RCUGH OPEN!NGS
MUST BE VERIFIED BY OWNER CONTRACTOR,
U ALL WALLS W/ BRICK ARE T-1/2 ALL OTHERS TO BE ---1/2" UNLESS
NOTED OTHERWISE ON PLAN3.
8? ALL CEILINGS ARE 10' MAIN LEVEL ANC 8 UPPER LEVEL OR AS
NOTED ON PLAN FOR GI /EN AREA.
9' ALL DISCREPANCIES ARE TO F E BROI.:%. Ir T^ THE 4-TENTION
OF TNF CONTRACTOR IMMFD:ATELi" BEFORE CONSTRUCTION
18 TO RESUME, TO INSURE PROPER 5TEP5 ARE TAKEN,
FOUNDATION PLAN
SCALE: 114" = 1'-O"
8°Xg' POURED CONC. WALLS
4' CONC. 31-4B OVER
4" MIN. GRAVEL FILL
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POCKETS BY CONC.
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WALE CONTRACTOR
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UNEXCAVATED
TYPICAL GARAGE FLOOR
4" CONCRETE SLAB c/W
FIBRE i",FSI-4 REINFORCEMENT
/o m'I POLY `/.4F --OR BARRIER
COMPACTED !=RANULAR FILL
ONE
SLOPE 5LA8 TO DOOR
m
e
GENERAL FOUNDATION NOTES:
I; ALL SOIL IS BASED ON 2800 P.5.F., AND CONCRETE IS BASED ON
9 28 DAYS, FOOTERS ARE 10" WIGE AND 8'! DEEP
UNLESS NOTED OTHEIRWI5E ON PLANS.
2 BASEMENT WALL HEIGHT AS NCTED ON PLANS W% SHORT WALLS
z CRAIUL SPACE OR SLAB BELOW FR05T LINE A5 RE LJIRED,
THE CONTRACTOR SI=ALL VERIFY ALL. CONDITIONS AND JUDGE
FOR THEMSELVES, THE 51-1ITABILI7Y OF THE PLANS IN RELATIONSI-QIP
TO THE BUILDING SITE, AND EX[571NG GRADES,
4l THESE GRAUJINSS SERVE 54 A GUIDE TC THE CON57RJC7I0N OF
THE BU!LDING, DUE TO /ARIATONS IN DIFFERENT 4RE4,5, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES.T S THE CONTRACTORS FULL
RESPON5IBILI7Y TO REVIEW ALL PLANS FOR ACCURAC-T' ANG
CLARIT` AND TO INSURE ALL SUBS ARE CLEAR AS TO TuE SCOPE
OF I -aEIR WORK, THE CONTRACTOR ASSUMF& ALL RE5PON31BILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR 0M15SION5.
51 ALL STRUCTURAL MEMBERS ARE BA5ED ON AN 45SI-MEF- NEED,
ANZ: MAY C IAN!sE AT AN" TIME, IT 15 TL4E CONTRACT RS
RE5PON5iBILIT� TO `./ERIFI" ACTUAL NEED AND 51'E5 IF NOT SHOWN.
ALL WINDOW SIZES LISTED ARE AS MANUFACTURED BY FELLA
PROLINE, UNLESS NOTED OTHERWISE, ANG ",4'1' VARY
BASED ON SUPPLIER, ALL FINISHES AND RCUGH OPEN!NGS
MUST BE VERIFIED BY OWNER CONTRACTOR,
U ALL WALLS W/ BRICK ARE T-1/2 ALL OTHERS TO BE ---1/2" UNLESS
NOTED OTHERWISE ON PLAN3.
8? ALL CEILINGS ARE 10' MAIN LEVEL ANC 8 UPPER LEVEL OR AS
NOTED ON PLAN FOR GI /EN AREA.
9' ALL DISCREPANCIES ARE TO F E BROI.:%. Ir T^ THE 4-TENTION
OF TNF CONTRACTOR IMMFD:ATELi" BEFORE CONSTRUCTION
18 TO RESUME, TO INSURE PROPER 5TEP5 ARE TAKEN,
FOUNDATION PLAN
SCALE: 114" = 1'-O"
8°Xg' POURED CONC. WALLS
4' CONC. 31-4B OVER
4" MIN. GRAVEL FILL
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DI
ATE:
FR,4 JN BY: R KRONICK
CALE: AS SHOWN
REVISIONS:
SHEET:
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12'-0"
13'-4"
25'-1 15/32" 25-ro 1-1/32" 23'-O
6'-4 11/3211 C3'- 15/4 11 I�J�411 31-10" 5-4" 5'-4" 3'-101' 5'-1211 5,It
2'-& 31/32"
PCC2571 PCC4771.-P PCC2571
PCC2�59-2
2'-8' -4" HDR. HTS.
HALF
GLASS ,Pry Si
111 1�, 11
oo
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SUNROOM
24'-511
4 CAR GARAGE 36"x48"
O 1053 S.F. SHOWER
4" T.J.I. JOISTS
1
SPACED AS SPECT -IED-
DROP GARAGE WALLS
TO MATCH FLOOR ABV,
SEAT
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PSC3571 PCC3571
*1A7C- SIAL NTS,
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5'-81, 11 5'-11r2�1
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-------- BENCH SEAT
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-------- ---`3'-Ca" FLAT CLC. 1-4n �- --------- SL.FE r-------- -------------- 1= r -i ------------------------
--- ---- FLAT. C- .. i LJ�FLOOR LINE
AUNDRY I = ABOVE
FLUSH BEAM
--- ------------ `9 O FLAT CLC. i 1 Ir n�-----------------------
--- 10'-111 14 -111 �z 12'-011 J 4'- O3/4" 1 1 4 _O3/4n
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ABV. LA\DI\G I Q TRAY CLG. i I---------------------
51 DROP 6" ALL AROUND "-a
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35c35 PICTURE PCD3347 O " 2'-0 3'-0" 2'-C'
--------- ----- -----
`C` -----
ii[) --+ --------- ----- -----
1 , -
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10
SILL HT. 24"
=L ------- -----------------------' c� iv O ASV. LANDING
1 31 11 'All SEAT
PCC3571 PCC3571 PSC35_1 FD -C-3571 3595 PICTURE
24" T ABV. 24" T AB`/, T AB /, 24" T ABV,
16" SILL HTS.
3-911
-2..
3_911
3.33/41
8,_I�41
3,_311
2'-411
5,-83/411
3'-2 11
5,-83/4"
----
CNTR. W/ CAB
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4'-(o
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14'-811
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01, 2004
DATE:
DRAWN BY:
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SCALE:
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BREAKFAST NOOK
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--- ---- FLAT. C- .. i LJ�FLOOR LINE
AUNDRY I = ABOVE
FLUSH BEAM
--- ------------ `9 O FLAT CLC. i 1 Ir n�-----------------------
--- 10'-111 14 -111 �z 12'-011 J 4'- O3/4" 1 1 4 _O3/4n
--- ---- ---
rn-
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DIN
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ABV. LA\DI\G I Q TRAY CLG. i I---------------------
51 DROP 6" ALL AROUND "-a
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35c35 PICTURE PCD3347 O " 2'-0 3'-0" 2'-C'
--------- ----- -----
`C` -----
ii[) --+ --------- ----- -----
1 , -
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10
SILL HT. 24"
=L ------- -----------------------' c� iv O ASV. LANDING
1 31 11 'All SEAT
PCC3571 PCC3571 PSC35_1 FD -C-3571 3595 PICTURE
24" T ABV. 24" T AB`/, T AB /, 24" T ABV,
16" SILL HTS.
3-911
-2..
3_911
3.33/41
8,_I�41
3,_311
2'-411
5,-83/411
3'-2 11
5,-83/4"
1 6i_QII
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4'-(o
4'-(o
13'-811
14'-811
MIN
14'-811
2'-O"
►'_ I (o,-011 1.
Q11
2 _O11
9_011
92'-0'1
GENERAL PLAN NOTES:
THE CONTRACTOR SHALL /ER FY ALL CONDITIONS AND JUDGE
FOR THEMSELVES THE SUITABILI-', OF THE PLANS IN RELATIONSHIP
TC THE B,'�DING SITE AND EXIS-INC GRADES.
2, THESE DRAWINGS SER` /E AS A GLIDE TO THE CONSTRUCTION OF
THE BU`` -DING, DJE TO /ARIAT ONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE AND 'N NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE B..' -DING CODES. IT IS THE CONTRACTORS FULL
RESPO\SIBILITY TO RE'/IEW AL_ "LANG FOR ACCURACY AND
CLARI-- AND -0 NSURE ALL S -ES ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. -I-E CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS N DESIGN DIMENSIONS OR OMISSIONS.
3, ALL STRUCTURAL —EMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY SHA\GE AT ANY T I"E IT IS THE CONTRACTORS
RESPONS BILIT`' —C VERIFY AC_—AL NEED AND SIZES IF NOT SHOWN.
4 i ALL WINDOW 51=E5 LISTED ARE BASIC GLASS SIZES AND MAY VARY
BASED ON SUP=_IER ALL FIN SI -ES AND ROUGH OPENINGS
'MUST BE /ERIF ED B�' OWNER CONTRACTOR.
5) ALL WAL_S W' BRIS< ARE 7-1 ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERW SE ON PANS.
of ALL CEILINGS ARE 10' -AIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN =OR GI /EN ARE/>,
7 ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTCR' DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
S TO RESU`1E, TO 1\5URE PROPEFL� STEPS ARE TAKEN.
MAIN FLOOR PLAN
2456 S,F,
A
PRE -CAST GAS
D/`/ FIREPLACE
a—
12'-O V2"
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10' FLAT C -G. U
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01, 2004
DATE:
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SCALE:
45
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REVISIONS
SHEET:
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01, 2004
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SCALE:
AS
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REVISIONS:
SHEET:
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71 -F1' -'L FR-' t'lE ROOF:
SHINGLES AS SPEC'F'ED
GGA° R�OFING SHEATHING
r8 > EBOARD
max; RAFTERS 9 !o" o.c. OR =� REG'D FOR SCAN
2X4 COLLAR TIES �@ 48" c.r_.
'X& CEUS JCSTS e I&` o.r., GR AS RE(a'D' FOR SPAN ',u/
2x4 RIBBON TIE
Rae BATT INSUL.
6 MIL POLY Y.B.
1/2" DRYWALL TAPED d SANG�ED
7"PICA- 2X4 SIDINfx EXTERIOR
CO1-FOv1 T ION SIDING
TY YEK I UeE WRAP
16 " WALL SHEATHING
2x4 STUDS � 16" o.c.
R'3 BATT INSULATION
MIL POL`' Y.B.
'/2" DR' WALL
TAPED AND SANDED
PROVIDE ' AIR GAP
OR MOUSE WRAP AT
ALL EXTERIOR UJALL SURFACES
"Y -Fl -/-L G BRICK EXTERIOR WALL:
BRIC< `✓EllE-R
7 GAU�r_ CORK .GATED
G,4L4141\17ED METAL BRICK TIES
T" IEK -40U E I iRAP
1/2"
2x4
R13 BATT INSULATION
rc MIL POLY Y.B.
1./2" DRYtJALL TAPED AND SANDED
YPIr'Al ILL ASSEMBLY:
max-= PR,._ JR.E TREATED SILL PLATE
1/4" S!LL GASKET
WEED' HOLES AT
SECOND COURSE
BRICK MAX.
SPACiN,G OF 33"
HGR ZONTAL NO, 4
REBAR 'N UPPER
12" OF 10" IUALL
METAL �LASHlNG FR,'-)m--l-
0;:
ROMCF CONC. U!AL L ROLL
)\/ER BRICK LEDGE
UNBALANCED BACKFILL HT.
NOT TO EXCEED 8'-0°
`" r'11 BASEMENT WALL
1/2" C%R'-WALL
mil POLY YAPOR BARRIER
2" x 4" 'STUDS m 24° o.c,
BATT INSULATION
C �ONC 'FTE FOUN77),1-l;;N WALL
:<S�HAL_T GAMPPRGOF'NG
PERFORATED DRAIN TLE
TIED IN TO SUMP PUMP
I
TYPICAL WALL SECTION DETAIL:
R-V,4LUES:
CLG. INSULATION R-38
1/2" DRYWALL
INSIDE AIR FILM
2X4 STUD WALL W/ BATT
1/2" HIGH R INSUL 5HEATHINS
OUTSIDE AIR FILM
1/2" COMPOSITION SIDINCz
TOTAL R -VALUE
R -'VALUES:
CLCz. INSULATION R-38
R-.45
R.-68
R-13
R-4. (o
R-.11
R-1.05
R-19.CJ5
z
0-0z
4�
ul
-f)
Ji
nm
O
O
1/2 HIGzH R INSUL SHEATHING R-4.6
W�
LA
n
cl
L -d
Q
p
N
N N
4" BRICK VENEER R-.8
w
p
z
NN
o�0
o
d1
o�p
N
r�
w-+-�
Q
n
o
cl
Z
_ 9/2
Pw
rok
4w
10/12
z
t
MSM
rl�■1
I
1/2" DRYWALL R-.45
INSIDE AIR FILM R.-6800
8
2X4 STUD WALL W/ BATT R-13
nm
1/2 HIGzH R INSUL SHEATHING R-4.6
OUTSIDE AIR FILM R-, 17
1
r
3/4" AIR SPACE R-1.0
4" BRICK VENEER R-.8
w
TOTAL R -VALUE R-20.1
PNO
Askf
vow
Aft4w
_ 9/2
Pw
rok
4w
10/12
00
11-411
1�
SCALE: 1/4" = 1'-0"
I
IN"
4 ~
M
op
ba
PRINT June O1, 2004
DATE:
DRAWN BY: R KRONICK
SCALE: AS SHOWN
REVISIONS:
SHEET:
0
a
0
0
�
w
M
4 ~
M
op
ba
PRINT June O1, 2004
DATE:
DRAWN BY: R KRONICK
SCALE: AS SHOWN
REVISIONS:
SHEET:
0
a
0
0