HomeMy WebLinkAboutBuilding PlansANT ELEVATION
LE: 114" = I' -O"
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r - wooD FL. MASTER BATI•••E '�' HOWL �
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DOORS ARE 96° TALL m
SIMPSON PER SPEC'S b
2 `r b'-4° 10'-9" DOORS Is 56"
_ TALL SIMPSON
ALCOVE
W.I.C. GG2-2836 PER 5PEC'S
m --- m _
v _
-------- (v .'
------------
_ 1
CAB'T DESK
rLINE OF 2ND
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9'-0/4" FULL GLASS 13'-3" 2'-5" '-5" Q DC 31611 Z-4
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1 1 I I BREAKFAST AREA F�
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-- _i�--------------- D IS 9b".
/ 1 — N ALL COLUMNS ARE 5Q, 13 -� i i 8'-10%b" ' 2'-3° RO CIL TAL SIMPSON
FROM FL. 9�-2 e � �a ,•v
12 i U TAPERED, STAINED MAPLE i � - - - - -8�° PE 5PEG'5 Z'-8" -
1 PER SKETCH, VERIFY ALL, � � OPEN THRU TO _ � _ - -�
- - - - - - - - i CLERESTORY �°' -
6' - - - - - - ------ ---- , = m FIELD VERIFY
- r`' CUPOLA ABOVE Q ALGD E Q m ;, STEP ARRANGEMENT
- - - 3 -3
- - - - - - - --- ---- - 11'�6n 8'-�" SECOND LEVEL '� 8'� 4'-1 iN
'
`�----------------- _ —
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BEAMS FOR BEARING. --- -- -- ------ - -
- -^— - _ -� _ - Q DOOR 96°
NG FIN, - _ - I IS -
----------------- ------ --- S SON -
'
ELEVATION ON FLUSH BEAMS dd 1'-10� TALL
' MUST NOT EXCEED FL. JOIST 3b'X30' RAISE 3D'; A, P DER �''- PER SP 'S
THICKNESS AS SPEW' ,'
� I
V MASONRY FIREPLACE
UNIT, VERIFY OPEN NG ' OOM n -----------
1
SIZE AND FINISH WI H �( i � II
DOORS ARE 56" TALL ' BUILDER AND SPE, '5 ; 1
= SIMPSON PERS EC'S
T SITTING AREA 1
' I II
r , GREAT R60M ENVY lj j 10' FLAT CLG. a 1 - u ALL FLOOi;� COVERINGS To BE
WOOD A5 5 ECIFIED EXCEPT AT
' r VAULTED CLG, ' � I � 10' FLAT LG. � ,' I `;} `*
NOTED A S, EXAMPLE: TILE
nII 1X4 SASE SD. IN
48"X48" RAISED 2" AT WET AR S IN SATO � ' � i i � � GARAGE PER SPEG'5
MASONRY FIREPLACE _ I II
UNIT, VERIFY OPENING NOTFt VERIFY ALL ALL COLUMNS ARE 5Gt, IMPORT NT NOTES l READ ALL
512E AND FINISH WITH TAPER D, STAINED MAPLE „ - "
DIMENSIONS BASED 2'-4" 3'-" 5'_119'4" 1) WIDOWS S SPE CIFIED ARE A8 MANUFACTI
O �'-8� r.. 10 li4 O
Ln in
BUILDEt-c AND SPI=C'S ON COLUMN TAPER PER SKETCH, VERIFY ALL. ALL R S $ SUPPLIED R AS
AND HD
(EXLU
CD� G TRANSOM) UNLESS 5P£GIFICAI
er
NOTE: VERIFY ALL IT -10"23'_5
DIM£NS10N5 A5ED LOCATIC TO SE VERIFIED BY SUPPLIER,
ON COLUI`jNT PER 2) ALL CAST ET5 AND CLOSETS AS DESkSNEC
— - - - - - _ - _ _ _ _ . _ - — - — - — - — - — - LAYOUTS T/ERIFIED BY OTHERS,
- 3) ALL MAIN FLOOR AREAS TO HAVE CLG, M(
X11,�I-2812 �^ 4) ALL OPENINGS WILL BE DRYWALL WRAPPE
CC1-2812 GCI -2812 CCI 2812 BEAMS HERE UNDER WALLS
ABOVE FOR BEARING, FIN, BULKHEADS WHERE SHOWN, ALL MUST BE
v
iv o/
b
/ \ 5) BOTTOMO' F ALL BULKHEADS AND DROPPI 6'-O" 6'_0 ^ ELEVA ON ON FLUSH BEAMS AT 96" A,F,F, UNLESS OTHERWISE NOTED.
"
1 1 ' TWIS KN SS AS SPEC'D, N T EXCEED FL. JOIST b) MAIN FLOOR TO HAVE 10' CEILINGS AND Uf
1 1 1 1 THIC
10' CEILINGS UNLESS SPECIFICALLY NOTED
BEAD BD, CLG, i _ O IJ ALL POST AND COLUMNS AS DRAWN ARE T
I 1 3 GAR GARAGE WOOD WRAPPED WITH TRIM TOP AND BOTT
I I A6 SPEfc)
� W BUILDING CONTRACTOR. VERIFY ALL INFO.
II
11 , 11
1 1 1 Q \r * 8) ALL DISCREPANCIES ARE TO BE BROUGHT
61 _,;� L�>.sx. W 4 OF THE CONTRACTOR/ DESIGNER INMEDIAT
. .. _ _ q � IS TO RESUME, TO INSURE PROPER STEPS e
1 1 Ib ROUND COLUMN 11 m . �, >Ft
1 1 BUILT UP BULKHEAD 1 i �y �; �aic ` -�✓ 1 �� W w BE A DISCREPANCY ON PLANS `✓S. SPECS
1 1 ---------------------
- - I_IEADER t TRIM , , _ w
-4 }� PRIORITY, UNLESS AGREED BY CONTRACT[
=' x IMPORTANT PLAN NOTES:
• • - � ..... '�'{�' �` '• U THE CONTRACTOR SHALL VERIFY ALL CON
.--•---
t-�'1•ti - "- """" Q v FOR THEMSELVES, THE SUITABILITY OF THE
.�
TO THE BUILDING SITE, AND EXISTING GRA[
2) THESE DRAWINGS SERVE AS A GUIDE TO T+
J THE BUILDING, DUE TO VARIATIONS IN DIFFE
• !!
Ft. +...: t16. +rte4+ "m _ e_cip_� AREAS, THEY CAN ONLY 8E A GUIDE, AND
z.
OF THE LOCAL AND/ OR STATE BUILDING G
ASSUMES FULL RESPONSIBILITY, UPON FINAI
�. ,$ ► ! •i;,f ' ?4,�cr• f ,i.w�� PLANS FOR ACCURACY AND CLARITY, AN
ARE CLEAR AS TO THE
F THEIR W
ASSUMES FULL RESPONSIBILITY FOR ERROf
OMISSIONS, ENGINEERING AND STRUCTURAL°
v MAIN RPLN
5) ALL STRUCTURAL MEMBERS ARE BASED o
AND MAY CHANGE AT ANY TIME, IT IS THE <
q SCALE: V4"
LL
✓ RESPONSIBILITY TO VERIFY ACTUAL NEED,4) ALL WALL$ W/ BRICK ARE 9-I/2" OR 1-I/2" r
NOTED OTHERWISE ON PLANS.
--•----�--..... �t • t Y,. _ w5) ALL CEILINGS ARE 10' MAIN LEVEL AND 10'
+'- ' �:c 6i cc;, T' NOTED ON PLAN FOR INDIVIDUAL AREAS,
_jam"
iV
1
GRID STYLES
"NO VERTICAL"
AR
4'-4-14'11
CC2-2860
Cr -1-2436
1-11%" 1'-11%11
108'-O"
6) ALL DISCREPANCIES ARE TO BE BROUGHT
THE DESIGNER AND Oft CONTRACTOR IMME
CONSTRUCTION 15 TO RESUME, TO INSURE PI
ccl-as5d
`r �`•�'
d RAISED 32" SQ,
qp
O
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DECK TO BE
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31
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Si TILE FL
2 -f -O"
N v •;
r - wooD FL. MASTER BATI•••E '�' HOWL �
U �y a3 ;
U 3'-4" 4'-3° 2 FLUSH CLG. TRTMEMT T.B,D, 'a 11
DRAIN IN
" 3�" � b'-10° 5'-b° 1'-4�" b GORNER�
POCIGET _ SLOPE TO
3
?'-G \ p DRAIN
o� LINEN
KNEE
-' o �' _ Q z � ----------- 9 Lu '.`
AREA
MASTER SUITE r O f ? -
N
CLG, TRTMEMT T,B,D. -
.�I'_8lt� !A, it
it
ANN
OFFICE
M HEAT-, GLO �
ti "ESCA E" 36" CLG, TRTMEMT T.B,D, ^+
U G,D,V, FIREPLAdE _
AS SP CIFIED-------- ----, �!
0
o --------------- ----- _
DOORS ARE 96° TALL m
SIMPSON PER SPEC'S b
2 `r b'-4° 10'-9" DOORS Is 56"
_ TALL SIMPSON
ALCOVE
W.I.C. GG2-2836 PER 5PEC'S
m --- m _
v _
-------- (v .'
------------
_ 1
CAB'T DESK
rLINE OF 2ND
�'-594u ,I i Ij FL. ASOVEn
9'-0/4" FULL GLASS 13'-3" 2'-5" '-5" Q DC 31611 Z-4
b
_ 3_ -Vele II 1
O _ __ _ _ -_- OPEN ABOVE G� i _ POUR WALLS IN GARAGE ON
/ I 3 W ------------ --- 1 Q TO 18" ABOVE FIN. GAR SLAI
r
a LAUNDRY ROOM USE "BRICK FORM" GONDRE
v ------__ 8' FLAT CLS, TYPE FORMS THIS LOCATION
mn+ --- ----- -- --------------- p Ln
1 1 I I BREAKFAST AREA F�
LINE OF 2ND I� r
I
FL, BOVE
N
10' FLAT CI -6. _ _ -
1'1'- 13'-2" U REI,
(v 4 -7�4 � I I I I I I I 1 I'� 1'-----•
„,DOWN 15
-10" Y - ------
II ti
4
1 1 1 a
1 I I
CC1-2872 �3-1�
%- -
DOWN 12"
PANTRY W: WOOD CAA
gib" TA1 1114L1114LL i 1 1
�? '� ; 1
FROM FL, �P )x� ��' � o I it �` i i i i i � '� I
w �-c "�, - _ '' p 1,' m - ' - 16" sHELVEs r ; `� 2 CAR �sARAGE
w DOWN 6" �jry� ( G/ 4'-5 " ' 2'-3° ' .I , 6,_4,� �
SHOR JANITORS INK
� FROM FL, �" i i i', 0�' �I / KITCNE "' w „
> 10' FLAT CLG. ON d AISED SL B AREA
O Z •`' 1 1 - 10' FLAT Cl-
- 3
w`E
13
AT
SL DOWN 6" �� DINING � MIC 0/ - Uhl
ROOM I 1 WA ER
FROM FL,
U r ST CK An
CS11
L. TRTMEMT T,B,D. OI I `4 O
I _ i i �`: C m BUILT-INS AS I I) Itt
IL W , „ , 1 .�� WINE OGLER I I I1 GEAR ROOMuj
= o
z uwl Iw , 8 -I 1 , `.y - _ - - - - A5 SPE _ _ SPECIFIED
1 1 _
ti 1 1 - - -- = I 2'-6..
CLG. X 8' D.H,D,
DOWN 4-1/2" _ � ., _ _ y =
-- _i�--------------- D IS 9b".
/ 1 — N ALL COLUMNS ARE 5Q, 13 -� i i 8'-10%b" ' 2'-3° RO CIL TAL SIMPSON
FROM FL. 9�-2 e � �a ,•v
12 i U TAPERED, STAINED MAPLE i � - - - - -8�° PE 5PEG'5 Z'-8" -
1 PER SKETCH, VERIFY ALL, � � OPEN THRU TO _ � _ - -�
- - - - - - - - i CLERESTORY �°' -
6' - - - - - - ------ ---- , = m FIELD VERIFY
- r`' CUPOLA ABOVE Q ALGD E Q m ;, STEP ARRANGEMENT
- - - 3 -3
- - - - - - - --- ---- - 11'�6n 8'-�" SECOND LEVEL '� 8'� 4'-1 iN
'
`�----------------- _ —
�
BEAMS FOR BEARING. --- -- -- ------ - -
- -^— - _ -� _ - Q DOOR 96°
NG FIN, - _ - I IS -
----------------- ------ --- S SON -
'
ELEVATION ON FLUSH BEAMS dd 1'-10� TALL
' MUST NOT EXCEED FL. JOIST 3b'X30' RAISE 3D'; A, P DER �''- PER SP 'S
THICKNESS AS SPEW' ,'
� I
V MASONRY FIREPLACE
UNIT, VERIFY OPEN NG ' OOM n -----------
1
SIZE AND FINISH WI H �( i � II
DOORS ARE 56" TALL ' BUILDER AND SPE, '5 ; 1
= SIMPSON PERS EC'S
T SITTING AREA 1
' I II
r , GREAT R60M ENVY lj j 10' FLAT CLG. a 1 - u ALL FLOOi;� COVERINGS To BE
WOOD A5 5 ECIFIED EXCEPT AT
' r VAULTED CLG, ' � I � 10' FLAT LG. � ,' I `;} `*
NOTED A S, EXAMPLE: TILE
nII 1X4 SASE SD. IN
48"X48" RAISED 2" AT WET AR S IN SATO � ' � i i � � GARAGE PER SPEG'5
MASONRY FIREPLACE _ I II
UNIT, VERIFY OPENING NOTFt VERIFY ALL ALL COLUMNS ARE 5Gt, IMPORT NT NOTES l READ ALL
512E AND FINISH WITH TAPER D, STAINED MAPLE „ - "
DIMENSIONS BASED 2'-4" 3'-" 5'_119'4" 1) WIDOWS S SPE CIFIED ARE A8 MANUFACTI
O �'-8� r.. 10 li4 O
Ln in
BUILDEt-c AND SPI=C'S ON COLUMN TAPER PER SKETCH, VERIFY ALL. ALL R S $ SUPPLIED R AS
AND HD
(EXLU
CD� G TRANSOM) UNLESS 5P£GIFICAI
er
NOTE: VERIFY ALL IT -10"23'_5
DIM£NS10N5 A5ED LOCATIC TO SE VERIFIED BY SUPPLIER,
ON COLUI`jNT PER 2) ALL CAST ET5 AND CLOSETS AS DESkSNEC
— - - - - - _ - _ _ _ _ . _ - — - — - — - — - — - LAYOUTS T/ERIFIED BY OTHERS,
- 3) ALL MAIN FLOOR AREAS TO HAVE CLG, M(
X11,�I-2812 �^ 4) ALL OPENINGS WILL BE DRYWALL WRAPPE
CC1-2812 GCI -2812 CCI 2812 BEAMS HERE UNDER WALLS
ABOVE FOR BEARING, FIN, BULKHEADS WHERE SHOWN, ALL MUST BE
v
iv o/
b
/ \ 5) BOTTOMO' F ALL BULKHEADS AND DROPPI 6'-O" 6'_0 ^ ELEVA ON ON FLUSH BEAMS AT 96" A,F,F, UNLESS OTHERWISE NOTED.
"
1 1 ' TWIS KN SS AS SPEC'D, N T EXCEED FL. JOIST b) MAIN FLOOR TO HAVE 10' CEILINGS AND Uf
1 1 1 1 THIC
10' CEILINGS UNLESS SPECIFICALLY NOTED
BEAD BD, CLG, i _ O IJ ALL POST AND COLUMNS AS DRAWN ARE T
I 1 3 GAR GARAGE WOOD WRAPPED WITH TRIM TOP AND BOTT
I I A6 SPEfc)
� W BUILDING CONTRACTOR. VERIFY ALL INFO.
II
11 , 11
1 1 1 Q \r * 8) ALL DISCREPANCIES ARE TO BE BROUGHT
61 _,;� L�>.sx. W 4 OF THE CONTRACTOR/ DESIGNER INMEDIAT
. .. _ _ q � IS TO RESUME, TO INSURE PROPER STEPS e
1 1 Ib ROUND COLUMN 11 m . �, >Ft
1 1 BUILT UP BULKHEAD 1 i �y �; �aic ` -�✓ 1 �� W w BE A DISCREPANCY ON PLANS `✓S. SPECS
1 1 ---------------------
- - I_IEADER t TRIM , , _ w
-4 }� PRIORITY, UNLESS AGREED BY CONTRACT[
=' x IMPORTANT PLAN NOTES:
• • - � ..... '�'{�' �` '• U THE CONTRACTOR SHALL VERIFY ALL CON
.--•---
t-�'1•ti - "- """" Q v FOR THEMSELVES, THE SUITABILITY OF THE
.�
TO THE BUILDING SITE, AND EXISTING GRA[
2) THESE DRAWINGS SERVE AS A GUIDE TO T+
J THE BUILDING, DUE TO VARIATIONS IN DIFFE
• !!
Ft. +...: t16. +rte4+ "m _ e_cip_� AREAS, THEY CAN ONLY 8E A GUIDE, AND
z.
OF THE LOCAL AND/ OR STATE BUILDING G
ASSUMES FULL RESPONSIBILITY, UPON FINAI
�. ,$ ► ! •i;,f ' ?4,�cr• f ,i.w�� PLANS FOR ACCURACY AND CLARITY, AN
ARE CLEAR AS TO THE
F THEIR W
ASSUMES FULL RESPONSIBILITY FOR ERROf
OMISSIONS, ENGINEERING AND STRUCTURAL°
v MAIN RPLN
5) ALL STRUCTURAL MEMBERS ARE BASED o
AND MAY CHANGE AT ANY TIME, IT IS THE <
q SCALE: V4"
LL
✓ RESPONSIBILITY TO VERIFY ACTUAL NEED,4) ALL WALL$ W/ BRICK ARE 9-I/2" OR 1-I/2" r
NOTED OTHERWISE ON PLANS.
--•----�--..... �t • t Y,. _ w5) ALL CEILINGS ARE 10' MAIN LEVEL AND 10'
+'- ' �:c 6i cc;, T' NOTED ON PLAN FOR INDIVIDUAL AREAS,
_jam"
iV
1
GRID STYLES
"NO VERTICAL"
AR
4'-4-14'11
CC2-2860
Cr -1-2436
1-11%" 1'-11%11
108'-O"
6) ALL DISCREPANCIES ARE TO BE BROUGHT
THE DESIGNER AND Oft CONTRACTOR IMME
CONSTRUCTION 15 TO RESUME, TO INSURE PI
25-5 3!3211
JUST
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ICK CURB
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1X4 BASE BD. IN
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GARAGE PER SPEC'S
i-
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CC2-2860
cc I-2436
!I I'-ll�sl' 1'-ll�sll
1-T'-811 91 � 11 61-411
IX4 BASE BD. IN
GARAGE PER SPEC'S
9' X 8' O.H.D.
ALL FLOOR SOVERINGS TO BE
WOOD AS SFnECIFIED EXCEPT AT
NOTED AREAS, EXAMPLE: TILE
AT WET AREAS IN BATF S.
IMPORTANT NOT�S ( READ ALL
1) WIDOWS.ZS SPECIFIED ARE AS MANUFACTURED BY "LINCOLN"
ALL R.O. $ SUPPLIED BY MFGR- AND HDR. HTS, SHOULD BE 54"
(EXCLUDING TRANSOM) UNLESS SPECIFICALLY NOTED, ALL TEMPERED
LOCATIONS TO HE VERIFIED BY SUPPLIER/ FRAMER/ BUILDER.
2) ALL CABINETS AND CLOSETS AS DESIGNED, SUPPLIED AND
LAYOUTS ✓ERIFIED BY OTHERS,
3) ALL MAIN FLOOR AREAS TO HAVE CLC. MOLD AND TRIM AS SPECIFIED,
4) ALL OP IN --,S WILL BE DRYWALL WRAPPED, TO Sb" A.F.F. 20" WIDE
SULj<WEA5 WHERE SHOWN, ALL MUST BE VERIFIED.
5) BOTTOM F ALL BULKHEADS AND DROPPED EXPOSED BEAMS TO
AT 9611 A.F•F. UNLESS OTHERWISE NOTED.
b) MAIN FLOOR TO HAVE 10' CEILINGS AND UPPER TO FLOOR TO HAVE
10' CEILINGS UNLESS SPECIFICALLY NOTED OTHERWISE,
U ALL POST AND COLUMNS AS DRAWN ARE TO BE FIELD BUILT AND
WOOD WRAPPED WITH TRIM TOP AND BOTTOM AS SPECIFIED BY
BUILDING CONTRACTOR. VERIFY ALL INFO.
8) ALL DISCREPANCIES ARE TO BE BROUSHT TO THE ATTENTION
OF THE CONTRACTOR/ DE5ISNER IMMEDIATELY BEFORE CONSTRUCTION
15 TO RESUME, TO INSURE PROPER ,STEPS ARE TAKEN. WHERE THERE MAY
BE A DISCREPANCY ON PLANS VS_ SPECS, SPECS SHOULD TAKE
PRIORITY, UNLESS AGREED BY CONTRACTOR,
IMPORTANT PLAN NOTES.-
1)
OTES:IJ THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES,
2) THESE DRAWINGS SERVE AS A SUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT GEOGRAPHICAL
AREAS, THEY CAN ONLY 6E A GUIDE, AND IN NO WAY DICTATE ANY
OF THE LOCAL AND/ OR STATE BUILDING CODES. THE CONTRACTOR
ASSUMES FULL RESPONSIBILITY, UPON FINAL RECEIPT, TO REVIEW ALL
PLANS FOR ACCURASY AND CLARITY, AND TO INSURE ALL SUBS
ARE CLEAR AS TO THE SCOPE OF THEIR WORK, THE CONTRACTOR
ASSUMES FULL RESPONSIBILITY FOR ERRORS IN DESIGN, DIMENSIONS,
OMISSIONS, ENGINEERING AND STRUCTURAL MEMBER SIZING,
9) ALL STRUCTURAL MEMISERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
4) ALL WALLS W/ BRICK ARE 9-1/2" OR 1-1/2", ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS.
5) ALL CEILINGS ARE 10' MAIN LEVEL AND 10' UPPER LEVEL OR AS
NOTED ON PLAN FOR INDIVIDUAL AREAS.
b) ALL DISCREPANCIES ARE TO BE BROUSHT TO THE ATTENTION OF
THE DESIGNER AND OR CONTRACTOR IMMEDIATELY BEFORE
CONSTRUCTION IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN,
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IX4 BASE BD. IN
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9' X 8' O.H.D.
ALL FLOOR SOVERINGS TO BE
WOOD AS SFnECIFIED EXCEPT AT
NOTED AREAS, EXAMPLE: TILE
AT WET AREAS IN BATF S.
IMPORTANT NOT�S ( READ ALL
1) WIDOWS.ZS SPECIFIED ARE AS MANUFACTURED BY "LINCOLN"
ALL R.O. $ SUPPLIED BY MFGR- AND HDR. HTS, SHOULD BE 54"
(EXCLUDING TRANSOM) UNLESS SPECIFICALLY NOTED, ALL TEMPERED
LOCATIONS TO HE VERIFIED BY SUPPLIER/ FRAMER/ BUILDER.
2) ALL CABINETS AND CLOSETS AS DESIGNED, SUPPLIED AND
LAYOUTS ✓ERIFIED BY OTHERS,
3) ALL MAIN FLOOR AREAS TO HAVE CLC. MOLD AND TRIM AS SPECIFIED,
4) ALL OP IN --,S WILL BE DRYWALL WRAPPED, TO Sb" A.F.F. 20" WIDE
SULj<WEA5 WHERE SHOWN, ALL MUST BE VERIFIED.
5) BOTTOM F ALL BULKHEADS AND DROPPED EXPOSED BEAMS TO
AT 9611 A.F•F. UNLESS OTHERWISE NOTED.
b) MAIN FLOOR TO HAVE 10' CEILINGS AND UPPER TO FLOOR TO HAVE
10' CEILINGS UNLESS SPECIFICALLY NOTED OTHERWISE,
U ALL POST AND COLUMNS AS DRAWN ARE TO BE FIELD BUILT AND
WOOD WRAPPED WITH TRIM TOP AND BOTTOM AS SPECIFIED BY
BUILDING CONTRACTOR. VERIFY ALL INFO.
8) ALL DISCREPANCIES ARE TO BE BROUSHT TO THE ATTENTION
OF THE CONTRACTOR/ DE5ISNER IMMEDIATELY BEFORE CONSTRUCTION
15 TO RESUME, TO INSURE PROPER ,STEPS ARE TAKEN. WHERE THERE MAY
BE A DISCREPANCY ON PLANS VS_ SPECS, SPECS SHOULD TAKE
PRIORITY, UNLESS AGREED BY CONTRACTOR,
IMPORTANT PLAN NOTES.-
1)
OTES:IJ THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES,
2) THESE DRAWINGS SERVE AS A SUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT GEOGRAPHICAL
AREAS, THEY CAN ONLY 6E A GUIDE, AND IN NO WAY DICTATE ANY
OF THE LOCAL AND/ OR STATE BUILDING CODES. THE CONTRACTOR
ASSUMES FULL RESPONSIBILITY, UPON FINAL RECEIPT, TO REVIEW ALL
PLANS FOR ACCURASY AND CLARITY, AND TO INSURE ALL SUBS
ARE CLEAR AS TO THE SCOPE OF THEIR WORK, THE CONTRACTOR
ASSUMES FULL RESPONSIBILITY FOR ERRORS IN DESIGN, DIMENSIONS,
OMISSIONS, ENGINEERING AND STRUCTURAL MEMBER SIZING,
9) ALL STRUCTURAL MEMISERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
4) ALL WALLS W/ BRICK ARE 9-1/2" OR 1-1/2", ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS.
5) ALL CEILINGS ARE 10' MAIN LEVEL AND 10' UPPER LEVEL OR AS
NOTED ON PLAN FOR INDIVIDUAL AREAS.
b) ALL DISCREPANCIES ARE TO BE BROUSHT TO THE ATTENTION OF
THE DESIGNER AND OR CONTRACTOR IMMEDIATELY BEFORE
CONSTRUCTION IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN,
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104 La
MATE: 05-25-04
DRAWN B1': J_I40LLE'!'
SCALE: AS SI—I^WN
REVISIONS -
05 -25-04: FIRST REVIEW SET
06-28-04! SECOND REVIEW SET
01-10-04: THIRD REVIEW SET
071-22-04: PRELIMINARY PLANS
01-21-04: REVISE PRELIMINARY
10-15-04: FINAL REVISIONS
10-26-04: CONSTRUCTION DRAWINGS
SHEET
Ln
- 11p
0
41-411 2'-41110'-411 12'-10 27/.�2"
3--011 r 1
0-011
1 41'-4"
Ov,
--------------
---------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-----------
----- ----- ----•7
WIN OW WELL AREAS ------ DROPPED SEA -------------------------
----- -----------------------"-- `7 --------
AS ERMINED AND DESIGNED BY SUPPLIER
SP
P _IFIED BY BUILDER -FRAMI1 AND CONCRETE
CONTRA ;TOR, MUST VERIFY
CS2-2854 ALL OPENIN:$ SIZES FOR THESE
------------------------------
WINDOWS. 6PENINS TO BE LARGER
THAN UNIT AND FRAME IN WITH Woc D
FOR LATER FINISH TRIM,
- ------------------------------
OFFICE WINDOW WELL AREAS
AS DETERMINED AND
SPECIFIED BY BUILDER
PI=
-NOTE; 4'-4"
BASEMENT FINISH AT THIS
TIME THRU ROUGH -IN ONLY 3" DIA, STEEL POST ON
0 36"XIO" ONS, PAD
BEARING WALLS, 6, POSTS, 36"X- 5 A ---------
BEAMS AND PLUMBING R/I -7
REQUIRED. ANY ADDITIONAL
DROPPED BEAM AS
6� _6UF;F;_LI_EW* ----------
FRAMfNG, AS SPE, D, AND 2'-0" - -- ----
BUILD- ------ - --- ---------- ---------
ER VERIFIED.
'T -------
B" DIA. STEEL POST ON Ln
24"X24")<12" CON<;. PAID • -------------- 11
----------
----- AT OUTER BEAM, NEXT ----------
------------------------------------------
TO CONCRETE Ile 77,077
!! 6�
I A
- - - - - - - - - - - - . . . . . . . . . . .
z z T -777 EU_D BEAM AS
---------------- DESIGNED BY_s_LF�,j�L—IEFZ __1 -------- ------
---------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -` - - - - -•- f - - - - - -
4 .-Oil :2!4 ------------ -----------------
23 -oil
11
• AmfNS WALL W,1-3
T -KENED SLAB BY
BASEMENT LAYOUT
ONCRETE FLOOR CONT,
- ------- 11' POURED GONG, WALLS W/ THICKNESS
AND REINFORCING STEEL AS RE&D BY
- ------- --------- -- LOCAL BUILDING CODES,
I 1'- 41/4
4'-811 4" CONC. SLAB FLOOR OVER
4 4" MIN, -SRAVEL FILL. • -----------
4'-311 4�'
It
:>
PRE -CAST
UP 15 P, I v :
r: GONG, LINTELI
RADON STUB HERE I-------------- 1
AND FROM PERE
THRU To ATTIC
- - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - 0
--- ----- ---- L
Av
&? HVAC EJECTOR PIT
DROP NCRETE WALL DOWN w.H
SUMP PIT
'RE FOR CRAWL SPACE 0
Ln HE a) GARAGE SLAB
ASSESS, `?ERIFY TOP OF
11
-------------- WALL W1 BUILDER IN FIELD, 4"
To -------------------------- ne)NC, SLAB FLOOR OVER
- ----------------------
77 ..... -- - --------------------------------
4" MIN, GRAVEL FILL.
------------------------------------ -------
- ---------
---------------------- -
---------- ----
------------------ - --
< ------
j
-----------
6'-411
av ----- --------- DROP 8" AT ALL OPENINGS
X"
-------------------------------------------------------------
T-211
-4 - - - - - - - - - - - --------- 4
a' -oil /
12'- 5!/2 ------------------------
a,-loll --------------------------------
�d 11jd/1"11.1
----- --------------------------- - ----------- -----------
4' 3 Ltt
EXTENC5 FOUNDATION INTO ---- ---
CRAWL HERE, DROP Top --- ---- '--------_`-
SUPPORT LINTEL. 1 4
IP
8"X28" C,M,U. P!ER -------
ON 24"X32"xI2`
CONCRETE PAD
PRE -CAST
8"X1,6I" C.M,U, f
CONS, LINTEL
ON 24")<24"�<121,
'CONCRETE PAID in imfm(�RTANf NOTES PEA=) LL
1) WIDWS AS SPECIFIED AIR
DRAWL SPACE E AS MANUF -TUREID BY "LIN�_,CLNll
q A R,O, AS SUPPLIED BY MFsR, AN HD�- H S. SHOULD BE S4"
ALL
4" MIN, PEA FILL OVER 41 fEX, LUDINS TRANSONJ UNLESS SPECIF CALLY OTED, ALL TEMPERED
6 MIL POLY VAPOR BARRIER Lin- ATIONS TO BE VERIFIED By SUP
41 IERI FR MER/ MUILDER-
4 WRED ALL CABINETS AND CLOSETS AS DES[- 'R
T FS L
VENTILATION AS RE 2) 51. HED, SU PLIED AND
LA OU VERIFIED BY OTHERS,
3) AL MAIN
A -------- FLOOR AREAS To HAVE CL . MOLD ND TRIM AS SPEC[FIED.
4-) A OPENINGS WILL BE DRYWALL WRA PED, T 99," A.F.F. 20" WIDE
L -LJ4 SUL HEADS IiIkERE SHOWN, ALL MUST E VERIF ED.
5) 50 TOM OF ALL BULKHEADS
AND DR PPE
cla D POSED BEAMS To
AT �" AIFIF, UNLESS OTHERWISE NOTE
90 MAN FLOOR TO HAVE 10' CEILINGS A
D Uf-P TO FLOOR TO HAVE:
--------- 4 1 10' EILINSS UNLESS SPECIFICALLY No 07�4
------------------------------------------------------ i 1) ALL POST AND COLLMNS AS DRAWN E TO B FIELID BUILT AND
--------------
........... t - - - - - - - - - - - - - - - - - - -
•v
Z77 v W 10 D WRAPPED WITH TRIM TOP AND OTTOM S SPECIFIED BY
------------------ O SUI DING SONTRAC OR� VERIFY ALL I FOTO
SU'
------ ----------------------- 8) A DISCREPANCIES ARE To BE SRO
;,; -------------------- 0 -sHT To HE ATTENTION
�,=77�7 747-1 1` CONTRACTOR/ DESIGNER IMM IATELY BEFORE SONSTRUSTION
F,7177=
1 7
---------------------------- - Li_*pz7,y ZVI/ Y 7 77 7 16 T RESUME, To INSURE PROPER ST PS ARE AKEN, WHERE THERE MAY
----------------------------------------
--------- BE
DISCREPANSY ON PLANS VS. a E_ -S, SP CS SHOULD TAKE
PRI ITY, UNLESS AGREED BY cONTR CToR,
POACH SLAB
4
CONC. SLAB FLOOR OVER
4" MIN. GRAVEL FILL. IMP, RTAN�T FOUNDATION NO ES:
UAL ,SOIL 16 BASED ON 2800 P,S.F,,
-------------------------------------------------ND CON R
---------- -------------------- GARAGE SLAB d) 35 0 P-8.1, 4D 28 DAYS FOR WALLS, 2 �TE IS BASED ON
P.5,1. FOOTERS AND ARE
AD d.
----------------------------------- .7. 411so 00 P 'S ' I SL14BS LESS NOTED OTHERWISE,
•ALL::
L
2D WIDE AMID 10" DEEP, 3a "LFI,:: I.
------------------------------------ NC. SLAB FLOOR OVER 2) B SEMENT WALL HEISHT AS NOTED N PLAN LUZ SHORT'WALLS
4" MIN, !GRAVEL FILL. -m RAWL SPACE OR SLAB BELOW OST LIN AS REQUIRED.
113 T CONTRACTOR SHALL VERIFY A CONDI IONS AND JUDGE
• _j F R THEMSELVES, THE SUITABILITY THE P NS IN RELATIONSHIP
_j
T THE BUILDING SITE, AND EXISTING -GRADE
T�
4) T ESE DRAWINGS SERVE As A QUID 4
A SUID To THE CONSTRUCTION OF
BUILDING, DUE To VARIATIONS if
S A SU[�
TH IATI, -5 1 DIFFER NT !GEOGRAPHICAL
SUII
r A EAS, THEY CAN ONLY BE A �.s D A IN NO WAY DICTATE ANY
(L
STATE
I jUI INC
(3 0 THE LOCAL AND/ OR STATE BUIL . CO ES, THE CONTRACTOR
A SUMES FULL RESPONSIBILITY, UPO FINAL ECEIPT, To REVIEW ALL
P ANS FOR ACCURACY AND CLARI , AND 0 INSURE ALL SUBS
P
0 A E CLEAR AS TO THE SCOPE OF T EIRI 10 K. THE CONTRACTOR
A SUMES FULL RESPONSIBILITY FOR ROBS IN DESIGN, DIMENSIONS,
0 fSSIONS, EN61NEERINS AND STRU TUR . AL MBER SIZING.
5) A L STRUCTURAL MEMBERS ARE MA ED ON N ASSUMED NEED,
FOUNDATION PLAN A D MAY CHANGE AT ANY TIME, IT I THE C TRACTORS
v R SPONSIBtLITY TO VERIFY ACTUAL EED A SIZES IF NOT SHOWN,
5:�.4LF: 1/4' . 1%0" " 6),4 L WALLS WJ BRICK ARE 1-1/2", ALL OTHERS To BE 3-f/2" UNLESS
2050 S.F. BASEMENT N TED OTHERWISE ON PLANS.
_1.)A L DISCREPANCIES ARE To BE BR LIGHT T THE ATTENTION OF
TH DESISNER AND OR CONTRACTO IMMEDATELY BEFORE
C NSTRUCTION 15 To RESUME, To IN URE PR ER STEPS ARE TAKEN.
--------------------------------
�
-777
-7- 777
------------------------------------
2 .
3
,
3 -211
----------------------------------
-
§1
,
�-77777717
WS A5 SPECIFIED ARE AS MANUF OTURED
I
R.D. AS SUPPLIED BY MFSR, AND HD�. H
()a
(EXCLUDING
A
ALL TEMPERED
LOcIATIONIS
TO BE VERIFIED BY SUPPLIER/ FRAMER/
BUILD9R.
i
CABINETS AND CLOSETS AS DESI NED, SUPPLIED
Q
LA
OUTS VERIFIED BY OTHERS.
POST AND COLUMNS AS DRAWN E TOB
3) ALL
CV
AND TRIM AS SPECIFIED
AS SPECIFIED BY
BUI
DIN(l CONTRACTOR- VERIFY ALL I FO.
4) T
8) ALL
I
HE ATTENTION
OF
T4 SONTRACTOR/ DESIGNER IMM IATELY
BEFORE CONSTRUCTION
15 TO
RESUME, TO INSURE PROPER STEPS ARE
FAKEN. WHERE THERE MAY
BE
4 DISCREPANCY ON PLANS VS. 5 ECS, SP
CS SHOULD TAKE
PRI
RITY, UNLESS AGREED BY CONTRACTOR.
PLANS
FOR ACSURACY AND CLAR1 , AND lo
INSURE All SUBS
A
E CLEAR AS TO THE SCOPE (OF T14EIR WORK.
THE CONTRACTOR
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3 -211
----------------------------------
-
§1
,
�-77777717
WS A5 SPECIFIED ARE AS MANUF OTURED
I
---------- - - - - -
,
i
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OFFICE
1
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151-17{11
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P -5
7-O„-------------------
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6'-6�II _1
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---------- ------------------
NG WALL W/ --
n SLAB BY '
('E FLOOR CONT,
I
1 ,
1 ,
1 I I I
1 1 I
RADON STUE3 HERE '
AND FROM HERE
THRU TO ATTIC
--------- '
I
I
EJECTOR PIT t
SUMP PIT
I 0
I
I
-- - - - - - - - - - - - - - - - - - -
----------' D
WINDOW WELL AREAS
AS DETERMINED AND
SPECIFIED BY BUILDER
I y
I '
y
'U
;U
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41�-411
2V-1 I"
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01
IMPORTANT
-
§1
I
1) WID
WS A5 SPECIFIED ARE AS MANUF OTURED
ALL
R.D. AS SUPPLIED BY MFSR, AND HD�. H
()a
(EXCLUDING
A
ALL TEMPERED
LOcIATIONIS
TO BE VERIFIED BY SUPPLIER/ FRAMER/
BUILD9R.
i
CABINETS AND CLOSETS AS DESI NED, SUPPLIED
Q
LA
OUTS VERIFIED BY OTHERS.
POST AND COLUMNS AS DRAWN E TOB
3) ALL
CV
AND TRIM AS SPECIFIED
AS SPECIFIED BY
BUI
DIN(l CONTRACTOR- VERIFY ALL I FO.
4) T
8) ALL
I
HE ATTENTION
OF
T4 SONTRACTOR/ DESIGNER IMM IATELY
BEFORE CONSTRUCTION
15 TO
RESUME, TO INSURE PROPER STEPS ARE
FAKEN. WHERE THERE MAY
BE
4 DISCREPANCY ON PLANS VS. 5 ECS, SP
IMPORTANT
NOTES ( READ 411
BY "LINODLN"
1) WID
WS A5 SPECIFIED ARE AS MANUF OTURED
ALL
R.D. AS SUPPLIED BY MFSR, AND HD�. H
S. SHOULD BE 94"
(EXCLUDING
TRANSOM) UNLESS SPESIF SALLY NOTED,
ALL TEMPERED
LOcIATIONIS
TO BE VERIFIED BY SUPPLIER/ FRAMER/
BUILD9R.
2) ALL
CABINETS AND CLOSETS AS DESI NED, SUPPLIED
AND
LA
OUTS VERIFIED BY OTHERS.
POST AND COLUMNS AS DRAWN E TOB
3) ALL
MAIN FLOOR AREAS TO HAVE CLS. MOLD
AND TRIM AS SPECIFIED
4-) A
OPENINGS WILL SE DRYWALL WR PED, T
96"AFF 20" WIDE
BUL
HEADS iI14ERE SHOWN, ALL MUST E VER IF
ED:
5) BOTTOM
OF ALL BULKHEADS AND DR PPED
POSED BEAMS TO
AT
> ," A.F,F, UNLESS OTHERWISE NOTE
2) B
6) MAN
FLOOR TO HAVE 101 CEILINGS A D UrPER
TO FLOOR TO HAVE
101
GEILINSS UNLESS SPECIFICALLY NOTED OTHERWISE.
3) T
U ALL
POST AND COLUMNS AS DRAWN E TOB
FIELD BUILT AND
WOOD
WRAPPED WITH TRIM TOP AND OTTOM
AS SPECIFIED BY
BUI
DIN(l CONTRACTOR- VERIFY ALL I FO.
4) T
8) ALL
DISCREPANSIES ARE TO BE BRO !xHT TO
HE ATTENTION
OF
T4 SONTRACTOR/ DESIGNER IMM IATELY
BEFORE CONSTRUCTION
15 TO
RESUME, TO INSURE PROPER STEPS ARE
FAKEN. WHERE THERE MAY
BE
4 DISCREPANCY ON PLANS VS. 5 ECS, SP
CS SHOULD TAKE
PRI
RITY, UNLESS AGREED BY CONTRACTOR.
PLANS
IMF
RTAN,T FOUNDATION NOTES:
16 BASED ON
U AL
SOIL 15 BASED ON N
2800 P,S,F,,D CONCRETE
35
O P.S,I, 28 DAYS FOR WALLS, 21500 P,S,I.
FOOTERS AND AR�
20'
IV
WIDE AND 10" DEEP, 3000 P,S,I, SLABS LNLESS
NOTED OTHERWISE,
2) B
SEMENT WALL HEIGHT AS NOTED CIN PLAN
, W% SHORT WALLS
SIZES IF NOT SHOWN.
CRAWL SPACE OR SLAB BELOW FROST LIN
AS REQUIRED,
3) T
CONTRACTOR SHALL VERIFY ALL CONDI
IONS AND JUDGE
FOR
THEMSELVES, THE SUITABILITY O= THE PLANS
IN RELATIONSHIP
T
THE BUILDING SITE, AND EXISTING GRADE,.
DESIGNER AND OR CONTRACTO IMMED
4) T
ESE DRAWINGS SER'1E AS A SUIDE TO THECONSTRUCTION
OF
THE
BUILDING, DUE TO VARIATIONS IN DIFFER
NT GEOGRAPHISAL
AREAS,
THEY CAN ONLY BE A QUID AND IN
NO WAY DICTATE ANY
O
THE LOCAL AND/ OR STATE BUIL INS CO
ES, THE CONTRACTOR
ASSUMES
FULL RESPONSIBILITY, UPON FINAL RESEIPT
TO REVIEW ALL
PLANS
FOR ACSURACY AND CLAR1 , AND lo
INSURE All SUBS
A
E CLEAR AS TO THE SCOPE (OF T14EIR WORK.
THE CONTRACTOR
ASSUMES
FULL RESPONSIBILITY FOR ERRORS
IN DESIGN, DIMENSIONS,
OMISSIONS,
ENGINEERING AND STRUCTURAL MEMBER
SIZING.
5) AUL
STRUCTURAL MEMBERS ARE BA ED ON
4N A55UMED NEED,
AND
MAY CHANGE AT ANY TIME, IT IS THE C
NTRACTORS
RESPONSIBILITY
TO VERIFY ACTUAL AEED AND
SIZES IF NOT SHOWN.
6) ALL
WALLS W/ BRICK ARE 1-V2", ALL OTHERS
TO BE 3-II2" UNLESS
NOTED
OTHERWISE ON PLANS.
Q
-1) ALL
DISCREPANSIES ARE TO BE BROUGHT TO
THE ATTENTION OF
TH
DESIGNER AND OR CONTRACTO IMMED
ATR Y BEFORE
C
NSTRUCTION fS TO RESUME, TO IN URE PROPER
STEPS ARE TAKEN.
-- ------------------------------
I
1 I
-----------------------------i '
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1 I I
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-1-------------
141-8"
3 -Ott" 4-3411 31-0%611 �1-4" 21-3" 91-3" 2'-4" 91-3° 2'_EII
30'-4° 26'4'
I
g
MINIMUM BRISK LEDGE
5-1/2" WITH BALANCE Of
WALL AS CAP TO SUPF
PLATE AND FLOOR SYs
FOR BRICK MIN, 1-1/211 "
TYPICAL 10” BASEMENI
5-1/2" BRISK LEDGE MIT
6 m(I POLY VAPOR SA
2" x 4" STUDS's 24' o.c.
BATT INSULATION
E" CONCRETE FOUNDA7
3 •5 BAR RAN HORIZOI
EQUALLY VERTICALLY,
05 BAR AS REQUIRED I
ASPHALT DAMPPROOF
2" RIGID FOAM TO BE L
UNFINISHED INTERIOR S
FOOTING AND DRAIN TI
FILL AS REQUIRED, SEE
DETAIL FOR SPE :(FIGS '"11ILJ
REQUIREMENTS.
10" POURED CONCRETE WALL
SCALE 1/2" = 1'-0"
4" SONG. SLAB ON 4" MIN. top of floor sheathing
PEA FILL, THICKEN EDGE
top of foundation
8" CONCRETE OR BLOCK -
FOUNDATION WALL top of fill
8" X 16" CONTINUOUS REINFORSED
o CONCRETE FOOTING top of rooting
-
TYPICAL SLAB SECTION
SCALE: I/2" - 1'-0"
BRICK VENEEP
WOOD ,GARAGE
OPENING TRIM
DROP 811 AT OPENING,
POUR SLAB THROUGH
W" I" WATER STOP DROP
GE DOOR
GE SLAB
S" CONCRETE OR BLOCK
FOUNDATION WALL
FOUNDATION DETAIL
v GARAGE OPENING
SCALE: 112" - I' -O"
DATE: 05-25-04
DRAWN BY: J-HOLLE"r
SCALE: AS SHOWN
REVISIONS:
05-�5-04: FIRST REVIEW SET
06-28-04: SECOND REVIEW 5ET
101-10-04: THIRD REVIEW SET
Oi-22-04: PRELIMINARY PLANS
0"f-�-T-04: REVISE PRELIMINARY
10-15-04: FINAL REVISIONS
10-26-04: SONSTRUCTION DRAWINGS
SHEET 13
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SCALE: AS SHOWN
REVISIONS:
05-�5-04: FIRST REVIEW SET
06-28-04: SECOND REVIEW 5ET
101-10-04: THIRD REVIEW SET
Oi-22-04: PRELIMINARY PLANS
0"f-�-T-04: REVISE PRELIMINARY
10-15-04: FINAL REVISIONS
10-26-04: SONSTRUCTION DRAWINGS
SHEET 13
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SCALE: AS SHOWN
REVISIONS:
05-�5-04: FIRST REVIEW SET
06-28-04: SECOND REVIEW 5ET
101-10-04: THIRD REVIEW SET
Oi-22-04: PRELIMINARY PLANS
0"f-�-T-04: REVISE PRELIMINARY
10-15-04: FINAL REVISIONS
10-26-04: SONSTRUCTION DRAWINGS
SHEET 13
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DATE: 05-25-04
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SCALE: AS SHOWN
REVISIONS:
05-�5-04: FIRST REVIEW SET
06-28-04: SECOND REVIEW 5ET
101-10-04: THIRD REVIEW SET
Oi-22-04: PRELIMINARY PLANS
0"f-�-T-04: REVISE PRELIMINARY
10-15-04: FINAL REVISIONS
10-26-04: SONSTRUCTION DRAWINGS
SHEET 13
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DATE: 05-25-04
DRAWN BY: J-HOLLE"r
SCALE: AS SHOWN
REVISIONS:
05-�5-04: FIRST REVIEW SET
06-28-04: SECOND REVIEW 5ET
101-10-04: THIRD REVIEW SET
Oi-22-04: PRELIMINARY PLANS
0"f-�-T-04: REVISE PRELIMINARY
10-15-04: FINAL REVISIONS
10-26-04: SONSTRUCTION DRAWINGS
SHEET 13
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DATE: 05-25-04
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SCALE: AS SHOWN
REVISIONS:
05-�5-04: FIRST REVIEW SET
06-28-04: SECOND REVIEW 5ET
101-10-04: THIRD REVIEW SET
Oi-22-04: PRELIMINARY PLANS
0"f-�-T-04: REVISE PRELIMINARY
10-15-04: FINAL REVISIONS
10-26-04: SONSTRUCTION DRAWINGS
SHEET 13
0
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MANTLE AS Sf
2-2X12 HEADER
HEARTH
DOUaLE JOIST
FIREPLACE SECTION
NO SCALE
SAP A5 REQ'D
7 FLUE PIPE
G AS RE&D
METAL DAMPER
.PLACE BOX
:OPPEi?
FIED
Id I U—Glmd fiI If ./ 1—Lf•41 rtllFI IJ
HERE TO ISE VERIFIED
IN FIELD BASED ON NOTES
FROM PLAN AND FINAL LEFT ELEVATION
ELEvATION INCLUDINS -
PAVER PATIO ARE bSdt E: lid" . t' C' d
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05-25-04: FIRST REVIEW SET
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06-28-04: SECOND REVIEW SET
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05-25-04: FIRST REVIEW SET
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06-28-04: SECOND REVIEW SET
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07-10-04: THIRD REVIEW SET
F
0'1-22-04: PRELIMINARY PLANS
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7
DATE: Q5 -25-d4
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SCALE: AS SHOWN
o
REVISIONS:
05-25-04: FIRST REVIEW SET
06-28-04: SECOND REVIEW SET
Lt_
07-10-04: THIRD REVIEW SET
F
0'1-22-04: PRELIMINARY PLANS
C�j
07-2-T-04: REVISE PRELIMINARY
w
10-15-04: FINAL REVISIONS
I0-26-04: CONSTRUCTION DRAWIMSS
SHEET
0
RIGHT ELEVVATf Ohl
S -SALE, 1/4' = 1'-U"
II
IXIO HEADER TRIM W/ KEY STONE 1X8 TOP ► BTM_ WOOD FRONT ELEVATION WOOD TRIM, STONE TO WOOD b" OORN=R WOOD TRIM, STONE TO 5"
TRIM, STONE TO WOOD BOARD 4 BATTEN SIDING
STONE TO SILL
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THESE NOTES REFER TO TYPICAL WALL
SECTION AS DRAWN, AND MAY VARY
SLIGHTLY DEPENDING ON BUILDERS
INDIVIDUAL SPECIFICATIONS,
R -VALUES:
CL5. INSULATION R-38
1/2" DRYWALL R.45
INSIDE AIR FILM R.65
2X4 STUD MALL W/ BATT R-13
1/2" HISH R INSUL SHEATHINCs R4-6
OUTSIDE AIR FILM R-.1-
1/2" WOOD SIDING R-.44
TOTAL R -VALUE R-19.34
R -VALUES:
CLG. INSULATION R-38
1/2" DRYWALL
R.45
INSIDE AIR FILM
R_68
2X4 STUD WALL W/ BATT
R-13
1/2" I-1IGI-I R INSUL SNEAT�41NG
R4.6
OUTSIDE AIR FILM
R -.1'T'
1/2" AIR SPACE
R-.10
4" BRICK VENEER
R-180
TOTAL R -VALUE R-20.1
- FRAME ROOF:
65 AS SPECIFIED
)OFING SHEATHING
SEBOARD
ITERS it 16° o.c, OR AS REQ'D FOR SPAN
.LAR TIES +0 48" a.c.
-G JOISTS ti 16" o.c. OR AS REQ'D FOR SPAN
ISBON TIE
TT INSUL. MIN,
7LY V.B.
'WALL TAPED 4 SANDED
L 2X4 SIDING EXTERI
SITION SIDING
ALL SHEATHING
DS 4
.0 16" o.c,
7T INSULATION
OLY V.B.
'WALL
AND SANDED
L 2x4 BRICK EXTERIOR WAI
VENEER
E CORRUGATED
VIZED METAL BRIC{C TIES
2 SPACE AS REO=
L. SHEATHING
DS * 16" o,c.
fT INSULATION
'OLY V.B.
WALL TAPED AND SANDED
/ENEER W/ 1-1/2" AIR
OR HOUSE WRAP
11
OR ECUAL, W/
OLES 3B" O.C. MAX.
TYPICAL SILL ASSEMBLY:
1/2" DIA, X 18" ANCHOR SOLT s 48" o.c.
12" MIN, FROM EA, CORNER
2x4 PRESSURE TREATED SILL PLATE
114" SILL GASKET
TYPICAL 10" BASEMENT WALL:
1/2" AIR SPACE THEN —�
6 mil POLY VAPOR BARRIER
2" x 4" STUDS m 24" o.c_ W/
BATT INSULATION 4 1/2" DRYWALL
REINFORCING BARS SPACED EQUALLY
VERTICALLY, AND HORIZONTALY OR
AS REOLIRED BY LOCAL CODE
ASPHALT DAMPPROOFING.
2" RIGID FOAM TO BE USED ON
UNFINISHED INTERIOR CONCRETE.
DRAIN TILE TO SUMP, OUT
TO 5,4NITARY AS RE&D
1(o" WIDE x S" DEEP
CONCRETE FOOTING c/w
2 - RUNS 05 RESAR,
IS" WIDE IF 10" THIG<Ula
TYPICAL SECTION
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DATE: 05-25-04
DRAWN BY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
05-25-04: FIRST REVIEW SET
06-28-04: SECOND REVIEW SET
01-10-04: THIRD REVIEW SET
01-22-04: PRELIMINARY PLANS
01-21-04: REVISE PRELIMINARY
10-15-04: FINAL REVISIONS
10-26-04: CONSTRUCTION DRAWINGS
SHEET 6
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DATE: 05-25-04
DRAWN BY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
05-25-04: FIRST REVIEW SET
06-28-04: SECOND REVIEW SET
01-10-04: THIRD REVIEW SET
01-22-04: PRELIMINARY PLANS
01-21-04: REVISE PRELIMINARY
10-15-04: FINAL REVISIONS
10-26-04: CONSTRUCTION DRAWINGS
SHEET 6
u/6 of ceiling Joists
_ top of floor sheathing
u/s of ceiling
•SPEEC IAL NOTE -
THERE IS PART OF THIS STAIR SECTION THAT SHOLUS
THE LOCATION FOR RAFTER BEARINS AROUND THE
PERIMETER OF THE SARASE WHERE RAFTERS BEAR
THIS CONDITION WILL APPLY UNLESS SPECIFICALLY
NOTED OTHERWISE, ALSO NOTE THE ADJUSTMENT OF
GARASE WALLS AND COMMON SARASE/ HOUSE WALL!
FOR TALLER JOIST OVER SARASE AREA IF NOTED ON
PLAN AND ENGINEERED FLOOR LAYOUT.
RISERS ARE Z-1/16"
TREADS CUT m 1011
VERIFY W/ ALL DIMENSIONS
IN FIELD
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top of floor sheathing
\� - —
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top of foundation
RISERS ARE 1-9/16"
TREADS CUT m 10"
VERIFY W/ ALL DIMI NSIONS
IN FIELD -�
STAIR LAYOUTS MAY VARY BASED ON
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ACTUAL TREAD CUT AND STAIR AREA ♦Q
AVAILABLE PER PLAN, VERIFY ALL
STAIR LAYOUT AND TREAD AND RISER
SIZES BASED ON EACH PLAN AND
AVAILAISLE SPACE AS DRAWN AND
CONSTRUCTED,
t� of floor stab
— Z -top of footing e e • e � • � � • e < • a
bottom of footing "TYPICAL" STAIR SECTION
SCALE: 1/4"
�*-------------------
1�1 1
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UPPER FLOOR PLAN
SCALE: 1/4"
1540 S,F,
650 S.F. BONUS
1o'-7!A_ll
SECTION "C"
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FIN. FLOOR
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