HomeMy WebLinkAboutBuilding PlansWs of ceiling Jofeb
Wo SL
Ix6 fri
brick
brick
top of floor sheathing
12
RIGHT ELEVATIO"
SCALE: 1/4° - I' -O°
d(HSNMOI '1,941f�AV,0 40 A113
sapao 1wao-1 pue 9101-6 jo
stlogulnoaa lie 44M eauelldwoa o$ 438fgnS
N0i,13f1MjLSN03 80-4 03SV3138
FRONT ELEVATION
SCALE: 1/4' ■ 1'-O'
_ dtnin�room�lt_ht.
�s of csiltng �ofsb
_ -top of floor sheathing
U
z
1L_
W
0
zo
W
I
W ry U)
U)
D U
C�
0
n
May 29, 2002
DRAWN BY: Ko INC OPERA
SCALE: AS SHOWN
REVISIONS:
M&y 29, 2002
SHEET:
1
i
-Uw
aaP l Ing
top of tkkw 4wathing
brick
cause
brick
LEFT
I� ELEVATION
SGrA�s I/4N a 11.014
17
Ater board
faze board
soldier course
veneer
T-476o�ast-ftng joists "
top oP floor sheathing
D
J
N W
ry
I— w
O F—
Jz
2
U
z
ry
w
0
-zo
00 � c�
w c�
w � d-
U
W
V
O
May 29, 2002
DRAWN 5Y: K, INCROPIRA
SCALE: as SHOWN
REVISIONS:
May 29, 2002
SHEET:
2
1 r V-20
14'^4"
T-2' T-20
1 1
I 1
1 1
TIMBER WINDOW WELL
W/ ALL POCKETS BY ;
CONCRETE WALL CONT. '
1
1 �
PC03TA-4
— ---------------------------------------r
r 1
1 1
1 1
I 1
BEDROOM '4
1 04 1
I---------------------------------
--
--------------------- h 1
1 I 1 1
1 1 1 1
TIMBER WINDOW WELL
W/ ALL POCKETS BY
1 1 1 1
r ; ; CONCRETE WALL CONT.
22 '
'$r
;
1 1 ' 1 1
T 1 1
�1------------------------------ 1 1 1 • I
1 1 1 1
--------------------------------------
1
1 1 TIMBER WINDOW WELL
1
I______________ --------
W✓ ALL POCKETS BY 1 1 I 1
1 1 CONN EIa= MAI I I I 1 1 COR. 1 1 i � lOT-4�Y-------____
12I -0r I,
,
9
' c+1 ✓ 1 _
------------------------------
-------------------� II
---------------------------------------- - - 2'-&■ 2'-4' 1.42-C)
° '
---------------------------------------- ,
-----f----------------------- _ _RM 5E -AM ,11 '
;;i 24'-65160 3'-1Jr1' 3'$' 2'$' I
1
III 2-W4' L.V.L. Q X '
rBEAM SUPPORT '� :j '
i ' i ' ' D '" 2-I-3/4' L.V.L. ;': WAI 1 ABOVE N BATT -i ;
I I 1 ,1
BASEMENT LAYOUT ' ,ii W FLOOR 2'2!40
1 ;u BEAM SUPPORT ,n — • ;
WALL ABOVE '�1�� WINDOWTIMER
1 I 1 ' I I LIN�I
, , 1 ;i; FLUSH M FLOOR ,11 ---------------P1 -
I SCALE: 1/4u ■ I'-Ou ,11 ;;i I 3'-10�i" 4'- ' 6-5 ' ALL POCKETS 8Y
rLCRETE WALL CONT
I 1
I,I 1 "
■ =
- ------------rtete -------- ---------
Qlo
a
oo
1 1 1
1 . 1
1 D 11 �
--- , M --- 34" 15416" 1
LINTEL
' POCKET
\E:
8-4 8-2 , PROVIDE BLOCKING ;; --- ----- ---- --- ---- r i i ;
i r--- --1 i .D FOR F.P. ABOVE 'I J 1 1 1 1
'I KITC4ENETTE ' ----------- ---- ---- O la 1 I
1 11 ° � 1 1 1 1
i • 1 - I I - 7 ;11 A ; --------- --- ----
' s - - ,11 O al• 1 1 1 1
1 ------
L
RANGE BEDROOM 05
-------------
--------------L
I I
11 r i d1 DROP 4 12" X 1-3/4' ' I' WALL OUT ;
i e 8X16 G.M.U. PIER , DD r------�--------- -- -- --------- ------------
,11
i ON 24'X24"X12" r -----� 111 , 1 ' r - 1-------- -- -
1 , 1 BEAM L.V.L. TYPE X11 _�-_------_-_'_- ' ■ r . • I
1 II CONCRETE ' ---- -_ L _________ _____C== __= ' _ �$ _ _ ----
1 I PAD ' _=__=_-'-__=-c-====-------------------=1i�1 ---- -�- -� ' _ ---- -- ------ ---- �a----------------------------------------------------------- -� i
1 , 1 —'j— -r- 111 , 1 -- --
1 I ; ; 1 4" DIA. STEEL i i
oo
, , ,11 L______J ® 1 �. I 1 1
DROP CRAWL . I - -' - - - J POST ON 1 ® i ; BRICK LEDGE
c11 1 ; 36'X36'XI8' X11 ON THIS SIDE 1 1 n
I WALL " 1'I W/H H.V.A.C. I 1 1 1
I Q GONG. PAD 1 u 1 1 1 1
I oo
1 I X11 1 1 1 1 -
.D. 1 I I 1
1 ,11 1 1 1 1
' �
1 I ' 6 BEARING WALL 1
W/ THICKEN® SLAB4.
UNEXCAVATED
i ;ii BY CONCRETE FLOOR ; i s i i
iii CONT. ; ' i 4T' PCONCRETE SLAB � ✓�R
/z
- - - - - - I ';; ' ' FIBRE MESH TI AT
I 1 1 1 - 1 1 1
' b mil POLY VAPOR BARRIER 1 1
1
UTILITY ROOM COMPACTED CA A U AR FILL
•23�-4rSo
1 1
I 1 111 1 1 f�
1 ,11 1 1
1 I ; ' 111 1 1 1 1
I 1 '
I I 1 ,11 1 1 1 1 2
,
,
1 1 '--------------------------
-
1 . I = ; - - - - - - ---------- ----- - . i . SLOPE BLAB TO
I oo
1 1 v v 1 1 1 1 1
1 <I 04 ---------- L_ --------------------------------1 1-------ol -------
1 1 -�1 1 1 I
BUMP
I I
oo
UNEXCAVATED O
1 1 , , 1 1 1 1
1 1 1 1
oo,
1 ' !------------- '-----------------:-------- 1 1 1 1
CRAWL SPACE '
1 1
AV
�pp��p rp , . ` 1 1 1
I I VAPOR BARRIER OVER I ------J l -----------------------------
00
---- -------------------J 1 1 1 1
I I O , r------ I 1
= 4' MIN. GRANULAR FILL ' '
O ' ' LINTEL AT OVER DIG LINTEL AT OVER DIG _
I 1 32' MIN. FROM BOTTOM OF
i i AS REG>u1RED, ALL i i O i i
0
----------------- AS REQUIRED, ALL
I I------------------- _-------- JOISTS TO TOP OF FILL 1 '
1 I POCKETS BY CONC. POCKETS BY CONC.
I -
7777177
ii WALL CONTRACTOR T WALL CONTRACTOR272= i 1
1 --------------------------
Q- 1 1 1
V ; '----------------------------------------------
1
1
1______________________________ ------------------------
So
________ _ -o 1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 I 1 1
1 1 1 1
1 1 1 1
1 1 I 1
I 1 1 1
1 1 1 1
1 1 I 1
1 1 1 1
1 1 1 1 =
1 1Q
1 1---------------
1
'----------------------------------- J
1i'$' 8,�• 13'x' 24'$'
n
iA
N
F
GENERAL FOUNDATION NOTES:
U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
2800 P.S.F. 0 28 DAYS, FOOTERS ARE I6' WIDE AND 8' DEEP
UNLESS NOTED OTHERWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS
* CRAWL SPACE OR SLAG BELOW FROST LINE AS REQUIRED.
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THONSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
4) THESE DRAWINGS SERVE AS A GUIDE To THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK, THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
S) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TD VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
6) ALL. WINDOW SIZES LISTED ARE AS MANUFACTURED BY PELLA PROLINE,
UNLESS NOTED OTHERWISE, AND MAY VARY BASED ON SUPPLIER, ALL
FINISHES AND ROUGH OPENINGS MUST BE VERIFIED BY OWNER/
CONTRACTOR
U ALL WALLS W/ BRICK ARE 1-1/211, ALL OTHERS TO BE 3-1/2' UNLESS
NOTED OTHERWISE ON PLANS.
8) ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON FLAN FOR GIVEN AREA.
S) ALL. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
FOUNDATION PLAN
2,104 S.F. FINISHED
659 S.F. UNFINISHED
0 -4) N 0-,
A •� I
00
E G I
O J I
x o
X
a 7 V L LL_
94
C
Q
z
U
Z
ry
W
0
D
May 29, 2002
DRAWN BY: K. INCR PERA
SCALE: AS SHOwN
REVISIONS:
May 29, 2002
SWEET:
3
0
�I
TI
r 1
1 1
1 1
I 1
BEDROOM '4
1 04 1
I---------------------------------
--
--------------------- h 1
1 I 1 1
1 1 1 1
TIMBER WINDOW WELL
W/ ALL POCKETS BY
1 1 1 1
r ; ; CONCRETE WALL CONT.
22 '
'$r
;
1 1 ' 1 1
T 1 1
�1------------------------------ 1 1 1 • I
1 1 1 1
--------------------------------------
1
1 1 TIMBER WINDOW WELL
1
I______________ --------
W✓ ALL POCKETS BY 1 1 I 1
1 1 CONN EIa= MAI I I I 1 1 COR. 1 1 i � lOT-4�Y-------____
12I -0r I,
,
9
' c+1 ✓ 1 _
------------------------------
-------------------� II
---------------------------------------- - - 2'-&■ 2'-4' 1.42-C)
° '
---------------------------------------- ,
-----f----------------------- _ _RM 5E -AM ,11 '
;;i 24'-65160 3'-1Jr1' 3'$' 2'$' I
1
III 2-W4' L.V.L. Q X '
rBEAM SUPPORT '� :j '
i ' i ' ' D '" 2-I-3/4' L.V.L. ;': WAI 1 ABOVE N BATT -i ;
I I 1 ,1
BASEMENT LAYOUT ' ,ii W FLOOR 2'2!40
1 ;u BEAM SUPPORT ,n — • ;
WALL ABOVE '�1�� WINDOWTIMER
1 I 1 ' I I LIN�I
, , 1 ;i; FLUSH M FLOOR ,11 ---------------P1 -
I SCALE: 1/4u ■ I'-Ou ,11 ;;i I 3'-10�i" 4'- ' 6-5 ' ALL POCKETS 8Y
rLCRETE WALL CONT
I 1
I,I 1 "
■ =
- ------------rtete -------- ---------
Qlo
a
oo
1 1 1
1 . 1
1 D 11 �
--- , M --- 34" 15416" 1
LINTEL
' POCKET
\E:
8-4 8-2 , PROVIDE BLOCKING ;; --- ----- ---- --- ---- r i i ;
i r--- --1 i .D FOR F.P. ABOVE 'I J 1 1 1 1
'I KITC4ENETTE ' ----------- ---- ---- O la 1 I
1 11 ° � 1 1 1 1
i • 1 - I I - 7 ;11 A ; --------- --- ----
' s - - ,11 O al• 1 1 1 1
1 ------
L
RANGE BEDROOM 05
-------------
--------------L
I I
11 r i d1 DROP 4 12" X 1-3/4' ' I' WALL OUT ;
i e 8X16 G.M.U. PIER , DD r------�--------- -- -- --------- ------------
,11
i ON 24'X24"X12" r -----� 111 , 1 ' r - 1-------- -- -
1 , 1 BEAM L.V.L. TYPE X11 _�-_------_-_'_- ' ■ r . • I
1 II CONCRETE ' ---- -_ L _________ _____C== __= ' _ �$ _ _ ----
1 I PAD ' _=__=_-'-__=-c-====-------------------=1i�1 ---- -�- -� ' _ ---- -- ------ ---- �a----------------------------------------------------------- -� i
1 , 1 —'j— -r- 111 , 1 -- --
1 I ; ; 1 4" DIA. STEEL i i
oo
, , ,11 L______J ® 1 �. I 1 1
DROP CRAWL . I - -' - - - J POST ON 1 ® i ; BRICK LEDGE
c11 1 ; 36'X36'XI8' X11 ON THIS SIDE 1 1 n
I WALL " 1'I W/H H.V.A.C. I 1 1 1
I Q GONG. PAD 1 u 1 1 1 1
I oo
1 I X11 1 1 1 1 -
.D. 1 I I 1
1 ,11 1 1 1 1
' �
1 I ' 6 BEARING WALL 1
W/ THICKEN® SLAB4.
UNEXCAVATED
i ;ii BY CONCRETE FLOOR ; i s i i
iii CONT. ; ' i 4T' PCONCRETE SLAB � ✓�R
/z
- - - - - - I ';; ' ' FIBRE MESH TI AT
I 1 1 1 - 1 1 1
' b mil POLY VAPOR BARRIER 1 1
1
UTILITY ROOM COMPACTED CA A U AR FILL
•23�-4rSo
1 1
I 1 111 1 1 f�
1 ,11 1 1
1 I ; ' 111 1 1 1 1
I 1 '
I I 1 ,11 1 1 1 1 2
,
,
1 1 '--------------------------
-
1 . I = ; - - - - - - ---------- ----- - . i . SLOPE BLAB TO
I oo
1 1 v v 1 1 1 1 1
1 <I 04 ---------- L_ --------------------------------1 1-------ol -------
1 1 -�1 1 1 I
BUMP
I I
oo
UNEXCAVATED O
1 1 , , 1 1 1 1
1 1 1 1
oo,
1 ' !------------- '-----------------:-------- 1 1 1 1
CRAWL SPACE '
1 1
AV
�pp��p rp , . ` 1 1 1
I I VAPOR BARRIER OVER I ------J l -----------------------------
00
---- -------------------J 1 1 1 1
I I O , r------ I 1
= 4' MIN. GRANULAR FILL ' '
O ' ' LINTEL AT OVER DIG LINTEL AT OVER DIG _
I 1 32' MIN. FROM BOTTOM OF
i i AS REG>u1RED, ALL i i O i i
0
----------------- AS REQUIRED, ALL
I I------------------- _-------- JOISTS TO TOP OF FILL 1 '
1 I POCKETS BY CONC. POCKETS BY CONC.
I -
7777177
ii WALL CONTRACTOR T WALL CONTRACTOR272= i 1
1 --------------------------
Q- 1 1 1
V ; '----------------------------------------------
1
1
1______________________________ ------------------------
So
________ _ -o 1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 I 1 1
1 1 1 1
1 1 1 1
1 1 I 1
I 1 1 1
1 1 1 1
1 1 I 1
1 1 1 1
1 1 1 1 =
1 1Q
1 1---------------
1
'----------------------------------- J
1i'$' 8,�• 13'x' 24'$'
n
iA
N
F
GENERAL FOUNDATION NOTES:
U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
2800 P.S.F. 0 28 DAYS, FOOTERS ARE I6' WIDE AND 8' DEEP
UNLESS NOTED OTHERWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS
* CRAWL SPACE OR SLAG BELOW FROST LINE AS REQUIRED.
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THONSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
4) THESE DRAWINGS SERVE AS A GUIDE To THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK, THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
S) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TD VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
6) ALL. WINDOW SIZES LISTED ARE AS MANUFACTURED BY PELLA PROLINE,
UNLESS NOTED OTHERWISE, AND MAY VARY BASED ON SUPPLIER, ALL
FINISHES AND ROUGH OPENINGS MUST BE VERIFIED BY OWNER/
CONTRACTOR
U ALL WALLS W/ BRICK ARE 1-1/211, ALL OTHERS TO BE 3-1/2' UNLESS
NOTED OTHERWISE ON PLANS.
8) ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON FLAN FOR GIVEN AREA.
S) ALL. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
FOUNDATION PLAN
2,104 S.F. FINISHED
659 S.F. UNFINISHED
0 -4) N 0-,
A •� I
00
E G I
O J I
x o
X
a 7 V L LL_
94
C
Q
z
U
Z
ry
W
0
D
May 29, 2002
DRAWN BY: K. INCR PERA
SCALE: AS SHOwN
REVISIONS:
May 29, 2002
SWEET:
3
0
n'-2"
15'-2'
3'-9�
4'-1194'
22'-4'
'-21i'
14'-0"
ARC" T
PCC2941-4
4
PCC2S59-2
PCG2941-2
PCC2959-2
4'PCC29% PCC29Ey9
41-606'-4' 1'-0' 'T' Z'
15'-4° 11-0' 9'-0' 13'-48
GENERAL PLAN NOTES:
U THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND =GE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO T14E SCOPE
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZER IF NOT SHOWN,
4) ALL WINDOW SIZES LISTED ARE BASIC GLASS SIZES AND MAY VARY
BASED ON SUPPLIER, ALL FINISHES AND ROUGH OPENINGS
MUST BE VERIFIED BY OWNER/ CONTRACTOR,
5) ALL WALLS W/ BRICK ARE 1-1/20, ALL OTHERS TO BE 3-1/20 UNLESS
NOTED OTHERWISE ON PLANS.
b) ALL CEILINGS ARE a' MAIN LEVEL AND 9' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
1) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
MAIN FLOOR PLAN
SCALE: 1/4" - 1'-0" 3,052 S.F.
z
o9
`y
-1)
N,Q
Iq
CIO)
An
Y)
NN
p
co
c
0
J
1
z
CL
X
vas
'y
ONE
�Y
U
z
w
0
z .y
� o
m (c)
�w�
w ry d-
� U
m
V
o �v
May 29, 2002
DRAWN BY: K. INcRoPERA
SCALE: AS SHOWN
REVISIONS:
May 2% 2002
SHEET: � I
`y
J
W
N
z
ONE
�Y
U
z
w
0
z .y
� o
m (c)
�w�
w ry d-
� U
m
V
o �v
May 29, 2002
DRAWN BY: K. INcRoPERA
SCALE: AS SHOWN
REVISIONS:
May 2% 2002
SHEET: � I
1
1
1
i
i