HomeMy WebLinkAbout0035 COVE LANE - 053-012-002 (5) - WINCH ESTER
RESIDENCE
OYSTER HARBORS,
MASSAC H U S ETTS
GENERAL NOTES:
The drawing and all ideas, arrangements,
designs and plans indicated thereon or
represented thereby are owned by and
remain the property of Doreve Nicholaeff,
Architect, Inc. No part thereof shall be
utilized by any person, firm or
corporation for any purpose; except with
specific written permission of the firm
Doreve Nicholaeff Architect, Inc.
Any errors or discrepancies on the
drawings, shop drawings and details are
to be brought to the attention of the
B Architect before the work has
A commenced.
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Dimensions are to be used and no `
drawings are to be scaled.
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102 ❑ o PROJ. NO. 9603
7'-3" 6'-T� co
- DESCRIPTION
SIN 5,-0
„ FIRST FLOOR PLAN
U I rig� FIRST FLOOR PLAN
BUILT- WINDOW SEAT 0 SCALE: 1/4" = 1'-0"
3'-9" 3'-3" 2'-7. �/ " IN 6B. 1 SCALE: 1/4"=1'-0" DATE: DULY 18, 1997
2'-6" co► 10'-0" 2'-6" 1'-.10 1/2"
7'-6" 7'-6"
7'-0 4'-6" 15'-0" 4'_g
31'-0"
WINCHESTER
RESIDENCE
OYSTER HARBORS,
MASSACHUSETTS
i
GENERAL NOTES:
The drawing and all ideas, arrangements,
j designs and plans indicated thereon or
represented thereby are owned by and
l remain the property of Doreve Nicholaeff,
Architect, Inc. No part thereof shall be
utilized by any person, firm or
corporation for any purpose; except with
j
specific written permission of the firm
Doreve Nicholaeff Architect, Inc.
Any errors or discrepancies on the
�0 drawings, shop drawings and details are
to be brought to the attention of the
B Architect before the work has
A ` commenced.
Dimensions are to be used and no
O, I drawings are to be scaled.
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4'-6" 12' 0"
REVISIONS:
E D C B
PROD. NO. 9603
DESCRIPTION
SECOND FLOOR PLAN
SECOND FLOOR PLAN
SCALE: 1/4' _l,_0„ SCALE: 1/4„ _ 1,_0„
DATE: JULY 18, 1997
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WINCHESTER
RESIDENCE
OYSTER HARBORS,
MASSACHUSETTS
GENERAL NOTES:
The drawing and all ideas, arrangements,
designs and plans indicated thereon or
represented thereby are owned by and
remain the property of Doreve Nicholaeff,
Architect, Inc. No part thereof shall be
utilized by any person, firm or
corporation for any purpose; except with
specific written permission of the firm
Doreve Nicholaeff Architect, Inc.
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I— — — — — — — — — — — — — — — —) Any errors or discrepancies on the
I ( drawings, shop drawings and details are
B to be brought to the attention of the
Architect before the work has
A \ commenced.
Dimensions are to be used and no
drawings are to be scaled.
2'-6" '-6' S' S 0" 2'-6" 2'-6"
5' 0" 5'-0" 2'-11" 4'-2" 2'-11" 5'-0" 5' 0" \
5
VALLEY
PARTIAL PLAN SHOWING CLEAR STORY ell
SCALE: 1/4' = 1,-0„ C
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° REVISIONS:
SLOPE
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SLOPE SLOPE E D C B
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PROJ. NO. 9603
A I DESCRIPTION
BUILDING LINE
ROOF PLAN
a _ ROOF PLAN
A ' ' ' "
ROOF PITCH = 36 SCALE: 1/4 =1 -0 SCALE: 1/4" = 1'-0"
DATE: JULY 18, 1997
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-4 ROOF
OVERHANG
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GENERAL NOTES:
The drawing and all ideas, arrangements,
designs and plans indicated thereon or repre-
sented thereby are owned by and remain the
property of Doreve Nicholaeff, Architect, Inc.
No part thereof shall be utilized by any person,
firm or corporation for any purpose;except with
specific written permission of the firm Doreve
Nicholaeff Architect, Inc.
Any errors or discrepancies on the drawings,
shop drawings and details are to be brought to
the attention of the Architect before the work
has commenced.
Dimensions are to be used and no drawings
are to be scaled.
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OSTERVILLE, MA.
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DESCRIPTION:
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SCALE:
DATE:
NEW ENGLAND REPROGRAPHICS&SUPPLY CO.- 577239
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GENERAL NOTES:
The drawing and all ideas, arrangements,
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sented thereby are owned by and remain the
property of Doreve Nicholaeff, Architect, Inc.
{ No part thereof shall be utilized by any person,
firm or corporation for any purpose;except with
specific written permission of the firm Doreve
Nicholaeff Architect, Inc.
Any errors or discrepancies on the drawings,
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shop drawings and details are to be brought to
the attention of the Architect before the work
has commenced.
Dimensions are to be used and no drawings
are to be scaled.
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The drawing and all ideas, arrangements,
designs and plans indicated thereon or repre-
sented thereby are owned by and remain the
property of Doreve Nicholaeff, Architect, Inc.
No part thereof shall be utilized by any person,
C firm or corporation for any purpose;exceptwith
jspecific written permission of the firm Doreve
j Nicholaeff Architect, Inc.
Any errors or discrepancies on the drawings,
shop drawings and details are to be brought to
the attention of the Architect before the work
has commenced.
Dimensions are to be used and no drawings
are to be scaled.
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NEW ENGLAND REPROGRAPHICS&SUPPLY CO. 577239 -
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GENERAL NOTES:
The drawing and all ideas, arrangements,
designs and plans indicated thereon or repre-
sented thereby are owned by and remain the
property of Doreve Nicholaeff, Architect, Inc.
I No part thereof shall be utilized by any person,
j firm or corporation for any purpose;except with
specific written permission of the firm Doreve
Nicholaeff Architect, Inc.
Any errors or discrepancies on the drawings,
shop drawings and details are to be brought to
the attention of the Architect before the work
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Dimensions are to be used and no drawings
are to be scaled.
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REVISIONS:
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DESCRIPTION:
SCALE:
DATE:
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The drawing and all ideas, arrangements,
designs and plans indicated thereon or repre-
sented thereby are owned by and remain the
property of Doreve Nicholaeff, Architect, Inc.
No part thereof shall be utilized by any person,
firm or corporation for any purpose;except with
specific written permission of the firm Doreve j
Nicholaeff Architect, Inc.
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Any errors or discrepancies on the drawings,
shop drawings and details are to be brought to
the attention of the Architect before the work
has commenced
Dimensions are to be used and no drawings
are to be scaled.
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DESCRIPTION:
SCALE:
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NEW ENGLAND REPROGRAPHICS&SUPPLY CO. 577239
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GENERAL NOTES:
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The drawing and all ideas, arrangements,
designs and plans indicated thereon or repre-
sented thereby are owned by and remain the
property of Doreve Nicholaeff, Architect, Inc.
No part thereof shall be utilized by any person,
firm or corporation for any purpose;except with
specific written permission of the firm Doreve
Nicholaeff Architect, Inc.
Any errors or discrepancies on the drawings,
shop drawings and details are to be brought to
the attention of the Architect before the work
has commenced.
Dimensions are to be used and no drawings
are to be scaled.
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DATE:
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designs and plans indicated thereon or repre-
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property of Doreve Nicholaeff, Architect, Inc.
No part thereof shall be utilized by any person,
firm or corporation for any purpose;except with
specific written permission of the firm Doreve
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Any errors or discrepancies on the drawings,
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SCALE:
DATE:
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NEW ENGLANO REPROGRAPHICS 8 SUPPLY CO. 577239
WINCHESTER
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NOTE: ALL ROOF VALLEY
AND STEP FLASHING -
16 oz. LEAD COATED COPPER OYSTER HARBORS,
MOULDING MASSACHUSETTS
R-30 WOVEN :R�IDG VENT
INSULATION 18" ICE & WATER
ROOF PITCH BARRIER (TYPICAL ® DORMER
TYPICAL) EAVES) -- --- - ROOF PITCH
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WESTERN RED CEDAR cCEIIE.ING��1 GENERAL NOTES:
SHINGLES, PERFECTION
GRADE #1 BLUE LABEL BEYOND I MOULDING
I C) 30# FELT I 'C' CONCEALED VALLEY The drawing and all ideas, arrangements,
TRAY -19 FLASHING designs and plans indicated thereon or
CEILING INSULATION 5/8" EXTERIOR .ROOF R-30 IN-'1ATION represented thereby are owned by and
SHEATHING (TYPICAL) remain the property of Doreve Nicholaeff,
Architect, Inc. No part thereof shall be
01 utilized by any person, firm or
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36 ICE & WATER O "ING specifictlwritten permission ofoaf the except with_i C .C. BARRIER (TYPICAL ® EAVES) Doreve written
p Architect, Inc.
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Any errors or discrepancies on the
drawings, shop drawings and details are
to be brought to the attention of the
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� Octc Architect before the work has
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MOULDING
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TOP OF 2ND B ----- WHITE CEDAR SHINGLES
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FLOOR DECK - TOP OF 2ND
FLOOR DECK ELEV.= � ( ---- ELEV.= 5" EXPOSURE
ALL CORNERS TO BE WOVEN
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SCALE: 1/4"=1'-0„ SCALE: 1/4„ _1,_O„
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3
18" ICE & WATER
BARRIER (TYPICAL ® DORMER \ WOVEN RIDGE VENT
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MOULDING ^" 3/4 INS 9 ON "�, a R-19 WALL
PLYW \,, E» INSULATION
MOULDING ' c� R-30 INSULATIO 'B' R-30 R-30 iio
I -
FLOOR DECK - 'B' TOP OF 2ND INSULATIA `� T&G FL - fL STUD WAT•i.-- I� INSULATION o
ELEV. FLOOR DECKHi �16" O.C. MOULDING =
j ELEV.=
1/2" EXTERIOR
-TOP OF 2 all PLYWOOD -------
&G BEAD BO VAPOR BARRIER (FIRE CODE) - BOARD
- FLOOR PORCH 3/4 X3" STRAPPING !- - T&G BEAD
ELEV.= T&G BE EJO
TO H U E� TO HOUSE)RUN A SEE % 1/8'THICK J TO HOUSE)
(RUN PARALLEL
DETAIL DETAIL _
PLASTER SKIMLr0
o � DO DOORc� DOOR I" QUARTER
\ co J B BEYOND (TYPICAL ®rGA�ItAGE) BEYONDROUND TRIM
c J rJ
o r c c rJ
rn o 3/4" L11i•, o _j �Iul r J
co PLYWOOD r-� cc m J
T&G SUBFL00 STONE T&G SUB 00 r J r J 5%�GYP. BD. W/
SET ON WHITE CEDAR SHINGLE D r J 1/8" THICK
- - R-30 CONCRETE BED R-30 5" EXPOSURE STE UP r-J PLASTER SKIMCOAT STEP
TOP OF 1ST INSULATION TOP OF 1ST t° ALL CORNERS TO BE W co cp r-_� ® WALLS BETWEEN REVISIONS:
FLOOR DECK
ELEV.= - - j FLOOR DECK - - -— ; HOUSE & GARAGE FINISHED
ELEV.= 9222 GRADE
-TOP OF 1.qT
- SEE
FLOOR PORCH E
— — I I__ 7-
FLOOR PORCH frCRUSEDSTO
6" COMPACTED FILL -I I I -ELEV.= =III III;
I- COMPACTED -
FILL
FL FL-1
TUFF AND DRY TUFF AND DRY
FOUNDATION FOUNDATION
WATERPROOFING PROJ. N0. 9603
WATERPROOFING
DESCRIPTION
4" CONCRETE SLAB 4" CONCRETE SLAB
BOTTOM OF _ _ _ -----_ VAPOR BARRIER VAPOR BARRIER — — — — — — — — — -- SECTIONS
BOTTOM OF _
FOOTING FOOTING - - - -
ELEV.= ELEV.=
SCALE: 1/47 = 1,-0„
DATE:
BUILDING SECTION - C - BUILDING SECTION -A-
SCALE: 1/4" =1'-p„ SCALE: 1/4„=1,-0„
I
t
WI NCHESTER
RESIDENCE
OYSTER HARBORS,
MASSACHUSETTS
STUCCO
CHIMNEY ROOF
SEE DETAIL PITCH
(TYPICAL)
ROOF ————
PITCH 3 /�
(TYPICAL)
GENERAL NOTES:
3
MOULDING I
'C' R-30 INSULATItN The drawing and all ideas, arrangements, 1
designs and plans indicated thereon or
TOP OF PLATE represented thereby are owned by and
WOVEN ELEV.= remain the property of Doreve Nicholaeff, j
Architect, Inc. No
WOVEN
VENT VENT TRAY—RIDGE � AGE -� I utilized b an Part thereof shall be I
ROOF I CEILING MOULDING corporation for any purpose;on, firm oexcept with
PITCH I
(TYPICAL) WHITE CEDAR SHINGLES ,C, specific written permission of the firm
T&G BEAD BD.
5" EXPOSURE RUN PARALLEL Doreve Nicholaeff Architect, Inc.
3 ALL CORNERS TO TO HOUSE I
SEE DETAIL —PILASTERS
BEYOND Any errors or discrepancies on the
BE WOVEN
,. STUCC o� drawings, shop drawings and details are
1 QUARTER NICHE & o to be brought to the attention of the
ROUND TRIM WALLS a c Architect before the work has
c MAHOGANY
commenced.
R-19 INSULA N c a� HANDRAIL 2X8 STUD WALL
PAINTED Dimensions are to be used and no
MOULDING MOULDING INTERIOR BALUSTERS 0 CURVED WALLS drawings are to be scaled.
,A,
ONLY g
BARREL j
7
7
' -' rr o
VAULT R-30 INSULA ON MOULDING co co
,A• 2ND FL_ DECK MOULDING
TOP OF PLATE _ ELEV.= ,
ELEV.= 3/4"X3" STRAPPIN
5/8' GYP. BD.
W/ 1/8' THICK ALLS
PORCH
PLASTER SKIM CO
(TYPICAL) 1/2" EXTERIOR ELEV.=
�► 1/2" GYP. BD. W — PLYWOODT&G BEAD BD.RUN PARALLEL
o 1/8' THICK VAPOR B R TO HOUSE
c PLASTER SKIM CO c SEE DETAIL STUCCO
® WALLS (TYP.) - o
a T&G B BOAR NICHE &
CQ
(RUN PAALLEL 1' QUARTER HALLS a a
STONE co � c TO HOU E) SEE ROUND TRIM
"eo DETAIL ?�
STONE co
STEPS
1ST FL_DE CO m
ELEV.= FINISH G L SUB 0 R 1ST FL. D _ JL
°O
131 EL. ——— GRADE S ELEV.=
PORC
ELEV H —— —
I I-I I l—I I ICI I IPORCH i
III—III=III= I I I II III=III—I I Ems,.=
—
I —III I I =I I=I 11=�
- I I—III—=1�I.
I-
-III=1
9 I III. o
_ ICI_ .
BOTTOM _
OF FOOTING
BOTTOM
Ems'- OF FOOTING —
ELEV.=
BUILDING SECTION - G - _ _
BUILDING SECTION F BUILDING SECTION - E -
SCALE: 1/4" =1'-0» SCALE 1/4" =1'-0" SC _
ALE. 1/4 -1 0»
DOREVE NICHOLAEFF
ARCHITECT, INC.
OSTERVI LLE, MA
4 1/2" 4 1/2' 1
i
, 5 1/2"
1'-4 1/2"
\\ EAVE DETAIL - D - EAVE DETAIL - C -
,� SCALE: 1 1/2" V-0„ SCALE: 1 1/2" = 1,_0„
�
\\ REVISIONS:
\ -
o
co , m 2 1/2
PROD. NO. 9603
3/4" DESCRIPTION
3/4" 3" 3/47 \\ // 9" 1„ 3" 3„ 5 1/2
3/A�., 1' __ 3„ 3/4" SECTIONS
10" 1 1'-2 1/2" 1'-8
5 /2„
SCALE: 1/4„
DATE:
�
EAVE DETAIL SCALE: 3" 1'-0„ EAVE DETAILEAVE -
-
EAVE DETAIL - B - ETAIL -= SCALE: 3" = 1'-0„ -A
-
SCALE:
SCALE: 1 1/2" = 1'-0» SCALE: 1 1/2"
. i
ti
u,
-47
f f�
M4�
1
1Z ,
rr-
-
G- `fz-t 1�-rLl IZ(q I
AM-
E
i�
I V
F
f
r
r .
M YY
1
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f
r /fir
3/,¢. 13 :. G t- 'L1 I Ill G
r _
5 sGat.F- : 1:�/z"- (! a Ex� pr As iNbt�,4TE17
_ter
li
i
WINCHESTER
RESIDENCE
OYSTER HARBORS,
MASSAC H U S ETTS
GENERAL NOTES:
The drawing and all ideas, arrangements,
designs and plans indicated thereon or
represented thereby are owned by and
remain the property of Doreve Nicholaeff,
Architect, Inc. No part thereof shall be
utilized by any person, firm or
corporation for any purpose; except with
specific written permission of the firm
j Doreve Nicholaeff Architect, Inc.
Any errors or discrepancies on the
drawings, shop drawings and details are
to be brought to the attention of the
B Architect before the work has
A A-11 commenced.
Dimensions are to be used and no
/ \ I drawings are to be scaled.
MAIN WALLS;TOP TO BE HELD
EVEN W/ DROPPED LEDGE \
j VERTICAL REINFORCING=
#4 BARS ® 16" O.C.
HARIZONTAL REINFORCING=
#4 BARS ® 12" O.C.
(ALL LAP SPLICES F 2 2"T O BE
MINIMUM LONG)
SILL PLATES; 2"X6" PT W/
6ll
O," O.CHOR BOLTS SPACED
START & STOP POINTS
OF LEDGE. AT THESELOCATIONS THE
CONC. WALL SUPPORT ER / / DROP G WALLS
@ GARAGE DOOR
OPENINGS
FOR THE OUTSIDE W / /
STARTS & STOPS / / \ \ ,
4'-8 1/2"
/ GARAGE SLAB- 4 THICK W/ FIBERMESH-I-
/ AT THE RATE OF 1.5#/CYD SCREED AND
/ STEEL TROWEL SMOOTH, CUT ONE
,
CONTRACTION JOINT A SHOWN FROM
E / CORNER JOB, DEPTH TO BE MINIMUM
1 1/4" DEEP. /
D \ BACKFILL FOR PORCH AND ENTRY SLAB - ti' \
A-11 / 45' WORK - CLEAN, GRANULAR FILL TO BE `� I
15'-0" \ PROVIDE 4' GAS CURB FREE DRAINING AND ORGANIC FREE. WET do I �-, �\ \ - ------ / \
\ AT TO OF BASEMENT AND COMPACT W/ VIBRATORY COMPACTOR `�,, �l BLOCK IN-FIIi
8" 1:-8" 10'-4" '-8" ,, J BENEATH CH1M1vIvY / \
\ \ \ START & STOP POINTS W CLEAN-OUT \
— — — — — — /} OF LEDGE. AT THESE 45° //
LOCATIONS THE TALLER
CONC. WALL SUPPORT / \
FOR THE OUTSIDE WALLS
�\ STARTS & STOPS — �,� ` ART & STOP POINTS
6 1 i /� — I \ / / 0 )GE. AT THESE \ j
LINE OF STUD WALL // / ILOCA p / / 1 CONC. ONALLTSUPPO TALLER DEEP W/ 11//,X6" 1/2"
3 -6" / 45° \\ ABOVE FOUNDATION // / I I / I FORT OUTSIDE W SQAURE LEVELING PLATE \ \
— — — — J L_ l- / \ \ WALL ti / / 9' STARTS & TOPS \ \I SOLID 4X4 #2 OR I \ �
— — — — — — R ,
E
FtlED� TERPADS-
HAUNCH
FLOOR TO
10" W/ 16" SQUARE `) — 7'_10 <
UP — — — -� - \ EXTEND WALL \ / / ,�h O�ov`
A F2 / // / / / I I '6' — — — I- — -, FOOTING BENEATH044
/ LOCATION OF 45' '�
ELEVATOR (+12")
/ °' `; e4�r� ��'•G• TS 1/47X 3" SQU E STEEL
USEaE BASEMENT C 3/ X (" SQU oP
I FOOTER PADS ) `�w`' PLATE AND 1/2"X 6" S UARE U
HAUNCH FLOOR TO \ ® •� 44,E 0, ��1 w
H I c — — — — 110" W/ 18" SQUARE P (- J 44 w��G BOTTOM PLATE. WELD ;/ / �0 45' H
/ _1 O O •� Cs 4 STEEL TO STEEL CONNECTI S•
4 w� 4. BASE TO BEAM. BOLT THE /
\ / / / / s\ 11'-3" 12'-6" 12'-6" �" 12'-6" SOLID 4"X4" #2 OR BTR SYP 5 4 4>
PRESSURE TREATED WOOD UP ROOQG� BOTTOM PLATE TO FOOTER
/ / \ - DROPPED FLOOR G W8X15 _� - POST.- 2 ��4 W/ 2 EA. 1/2" DIA. /
DROPPED WALLS; 8" TOP / / / \ - - - - I N 9 O�IISE - - - - - - - - QUICK BOLTS. (TYPICAL)
BHEIGHT TO ELOW LEDGE SET 4" / /♦ X / \ _ TOP 2"X6" NAILING SLEEPER BO _ -
E HEIGHTS TO FLANGE W/ 1/2"�DIA. BOLTS � � -I � � 13'-2.,
VERTICAL REINFORCING= / I I STAGGER SPACED 16' O.C.
#4 BARS ® 16" O.C. .O / P
HARIZONTAL REINFORCING= / / \ y �y�w� \ �� ■ -'---IS 1/4"X T SQUARE STEEL • ( - ❑
4 BARS ® 12' O.C. y O O � EXTEN HALL FOOTING LI__ J L___J L__ J BEAM SPLICE PLATE L- - L_ _ \CONNECTIONS. PROVIDE 3/4'�
0 4 4�g TUBE BASEMENT COLUMNS. ilex 5 1 2' . PROVIDE
ALL LAP SPLICES TO BE 4t 4� y TO BENEATH COLUMN POINT ,� A 25F BOLTS W HARDENED 'Y
A MINIMUM OF 22" LONG '� 5.4 �O `� (2'-6" SQUARE PAD USE 3/8'X 6" SQUARE TOP i 4 EA. 3/4 DIA. A307 BOLTS 12 -6 j/. WA RS AND NUTS. NEATLY COP {
All
/ IN 13/16" SHORT SLOT HOLES.
) PLATE AND 1 2"X 6' SQUARE � �
Oy 5 914`•G• \ BOTTOM PLATE. WELD ALL MAINT LEVEL TOP SURFACE. / \
SNUG TIGHT ONLY o= ES OF RUN-IN BEAMS TO
STEEL TO STEEL CONNECTIONS;
�w�ti1 I BASE TO BEAM. BOLT THE D 0 R EV E N I C H 0 LA E F F
Aa
BOTTOM PLATE TO FOOTER
5� �4t, ti� 3"BASEMENT SLAB - THICK PLACED OVER BEAM POCKETS; 8 1/2" \ \
/ 40440���Cy�44G W/ 2 EA. 1/2" DIA. ( POLY VAPOR BARRIOR. FLOOR WILL CURE DEEP W/ 1/4"X6" ARCHITECT, INC.
� g QUICK BOLTS. (TYPICAL)
\ RESULTS. REINFORCINSLOW SO, MONITOR G CONDITION
XWIPM FINISHING I 45 �QAURE LEVELING PLAN — / ti'�
MAIN LINE, FOOTER PADS BUT ENSURE ALL EFFORTS TO CONTROL RATE o \ / / / OSTERVILLE, MA
ANGLED SPLICE PLATE - 12"X 3 -0' SQUARE 9'-0" 15 -1" OF FINISH AND CURE. MAINTAIN MOISTURE
5 DITTO ABOVE, BREAK FOR (
/ \ REQUIRED ANGLE — — " c CONTROL. CUT CONTRACTION JOINTS IN-LINE
P / '_Cr MAIN WALLS; GE 4 BASE ANDMAIN SHARPWALL TS AND CORNERS.OFF F CHIMNEY I w � 3'-3"
DROPPED LEDGE
ON A / / I- S.g #4 BARS ®EINFO 16- ORC O.C.
'" Oj
90° / ( I I HORIZONTAL REINFORCING
,-0. I A B ALL SP
LICES LI ES TO BE A c 45•
MINIMUM OF 22' LONG
•gti \ / c SILL PLATES; 2"X6" FOR WALLS
AND2'X4" FOR LEDGES. ALL I - - - - - - - - - - - - - � - - � — � \ ''
TO BE PRESSURE TREATED AND
' / I FASTENED W/ 1/z' ANCHOR _ _ \
RETAINING �, c \ HOLTS SPACED 6'-0" O.C. — — — `� DROPPED WALLS; 8" TOP \�
WALL VERIFY l l l \ / I I \ �_ — — — — — — —22'-10" I HEIGHT TO BE SET 4"
ARCHITECT i I I BELOW LEDGE HEIGHTS
LOCATION W/ q 18' \ N 24'-1" /
m \ � I VERTICAL REINFORCING=
FOUNDATION WALL #4 BARS ® 16" O.C. \ / A
a END / \ I I I ` I c HARIZONTAL REINFORCING=
o 9'-4 1/2" / I I I I — (ALL LAP SPLICES TO BE
A MINIMUM OF 22' LONG)
c / \ \ A-12 I � - 4 � — — � — - - - �
_ F_ I
30X 68 VERIFY DOOR c L- -J 18'
LOCATION W/ I \
ARCHITECT '" 2'-6" 4'-6" 12'-0" 14'-6" 7'-6"
UP-I- - FINISHED � � _ � I ( DROPPED WALLS; 8" TOP
REVISIONS:
HEIGHT TO BE SET 4"
-I- - BASEMENT AREA - - _ 1 BELOW LEDGE HEIGHTS
c VERTICAL REINFORCING=
BARS ® 16" O.C.
-— — MMONT. Il1'BRt RE MC=-- —
G TUB/SHOWER I G - - - - - 1,-O)v #4 BARS 0 CONCEPTUAL
O BE
BATHROOM B2x4'® 16'O C. FLAT STUD I A-12-OUT ( MINIMUM FC 22"LL LAP SPLIESTLONG) POINT
STUD WAIL
1 a AROUND FOUNDATION E D C B
:WC
_ (AT FINSHED AREA ONLY) I I A-12 A-11 A-11 A-11
Ph BLEV.
7'-3 ji '
PROJ. N0. 9603
DESCRIPTION
INK
_ FOUNDATION WALL FOUNDATION PLAN
FULL HEIGHT —I � — — END
STUD WALL
_ FOUNDATION PLAN
® BASEMENT
LEVEL -7. 1/ ' — SCALE: 1/4' = 1,-O„
_ � � '-7. 1/z SCALE: 1/4 =1'-0" ,
DATE: DULY 18, 1997
RETAINING
2'�" — — -1(1L0"— — — 2'=6" WALL VERIFY
7'-6" 7'-6" LOCATION W/
7'-0" 4'-6" 15'-0" 4'-6" ARCHITECT
31'-0"
i
- WINCHESTER
RESIDENCE
OYSTER HARBORS,
MASSACHUSETTS
GENERAL NOTES:
The drawing and all ideas, arrangements,
designs and plans indicated thereon or
represented thereby are owned by and
remain the property of Doreve Nicholaeff,
Architect, Inc. No part thereof shall be
utilized by any person, firm or
corporation for any purpose; except with
specific written permission of the firm
Doreve Nicholaeff Architect, Inc.
Any errors or discrepancies on the
drawings, shop drawings and details are
�o AB� to be brought to the attention of the
Architect before the work has
A \ commenced.
Dimensions are to be used and no
\ I drawings are to be scaled.
4'-8 1/2"
KE
D / \
15'-0" \
- - - - - - � SOLID4"X4" #2ORBTR
SYP PRESSURE TREATED
WOOD POST
1" RIM JOIST COMPANIONED TO
3/4 X9 1/2" L.V.L. MEMBER
'GLUE & NAIL 2 ROMPS 16d ® 12"O.C.
F /
PROVIDE DEDICATED \ \/ I °O��°J���4D0�� �GO
Q / / ►a.ti I ( 1/2" H SERIES 30A JOIST 1 4�tiw �4
(BENEATH HALLS) DOUBLE L.V.
HANGER SO 4" �tiy�o q°�o�°�
(TYPI AL)DOUBLE ITT9.5 SYP P SURE REATED
\ H 0 f_ -2-M,USH4
1/ L. .L.
ME ERSL GLUE k NAM A
1P 2 ROWF 16 ® 2" G.C.
\ DR01 D R► — Gv4°J.�o°4 — — — \
\ r �� �►8�15 PR E P 2X N S EPE TYP CAL S UAR EL E
/ c%I C BO TE T / / D BO TSBASE307 IV It
I
STEEL COLUMN FROM ABOVE
DROPS DIRECTLY ON STEEL GIRT r 1�
CU2 (VERIFY LOCATION IN FIELD)
REDUCED SPACED FIRST FLOOR JOISTS 9 1/2" LPI SERIES 30A ® 12" O.C.
(BENEATH LIVING ROOM & UTILITY/
�- I VESTIBULE SPACES).
w I �A
/ \ \ DOREVE NICHOLAEEE
E 4 C e FIRST STORY FLOOR JOISTS = \
m 9 1/2" LPI SERIES 30A ® 16" O.C. / \/ `
2A PAJOISTS
I TSTO BEORT,RUN
CONTINUO
O EAR US. i ARCHITECT, INC.
Q STOSSIBLE IFFNESS)
PROVIDE L/480 FLOOR r /
) OSTERVILLE, MA
RADIAL FIRST STORY FLOOR JOISTS
9 1/2" LPI SERIES 30A. SET SPACING
/ OF t6" O.C. OVER STEEL GIRT LINE,
REDUCE TOWARD CENTER \
— — — — — — /
GL &
� ERs 4�5w
IN FILL 2X10 PURLIN JOISTS y ti I I I r
/ ® 16" O.C. \ I ( I I s ' ?` Mr
Cb
Ll
Pa
1 3 4 X 9 1 L.V.L. MEMBERS c.i _ / \
4'-6" 12'-0"
PQ 0w � (
b a \.w \ I I REVISIONS:
rn
G I G
x a I I I I
� PC � FIRST STORY FLOOR IOISTS = (
9 1/2" LPI SERIES 30A ® 16" O.C.
Cb ,a„ (ALL JOISTS02 TO BE RUN CONTINUOUS,
d 2 SPAN 3 SUPPORT, WHERE EVER I I D C B
POSSIBLE TO
PROVIDE L/480 FLOOR
F
I I I I
�- - - -
PROJ. N0. 9603
a w I I DESCRIPTION
A �®
- - - - o - - -�� ww - - _I I FOUNDATION PLAN
FIRST FLOOR FRAMING PLAN
- - RIM - - - - - - - J
SCALE: 1/4„ _1,_0„ SCALE: 1/4„ = 1,_0„
- - - - - - DATE:
7'—0" 4'—6" 15'—0" 4'—6"
31'-0"
A \
I •
v - x12" �.
o �
So / I 4l
LL SLOPED CEILING RAFTERS vlb
INFI O \
/ ^ INFI O 16" O.C. �/ ~�� \ NOTE: CHIMNEYS-11USE 4" HOLLOW CORE
BLOCS FOR SUCCO BASE. BRING #3 VERTICAL
\ BARS UP IN EACH CORNER AND MID-POINTS
OF SIDES. SOLID GROUT BARS INTO OPEN
CORES-SEE GROUT SPEC.
I / COMMON & IN-FILL RAFTERS- \
V -2" �, 2"X10" O 16"O.C.
15'-0" \ ti SHORT CEILING JOISTS- \ /
z'X6" O 16"O.C. USED TO SET \ /
SPLAYED CEILING HEIGHTS
v _
RADIUS ER-12 LAYERS OF 1/4" 4 \ `
— — — I U/L GRAD , PLYWOOD FORMED, GLUED Q1r� o r` Qo �y
INFII.L REVERSE FRAMED CEILIN I.� ANDS D TO CREATE LAMINATED V A
INFILL REVS ® 16"O.C. w BEAR. ME ER TO BE 7 1/4" DEEP. �,• ram,
rid STAGGER UTT JOINTS 4'-0" ADJACENT �` O• c�• O°�
LAMM
HEADER: �1 �77 I PLATTESI BEYOONNDD EACH FEND D TOP
3-2 X8" / EA. i/2' CD
PLY FOOD FLn CHE I C I LAMINA TOP PLATE MADE \
— = R/ 2 LA RS OF 3/4 PLYWOOD
�r ALL BUTT 'SPLICES"TO BE `�, REVERSE FRAMED
AGG BY 2, R'4,, CEILING JOISTS-2"X8"
016"O.C.
II I ;
— \ / COMMON k IN-FILL RAFTERS-
/ i / 2"xi0" b 16"O.C.
F /
NG CEILING JOISTS- 2"X8" ® "� I I c 4
8"O.C. USED TO SET SPLAYED ., �Q / H E
/ CEILING HEIGHTS OR LAYOUT I \ 2 PL 0 i/ CH I Q
TO CIRCULAR RAFTERS CD ¢Oa
\ I a o � y LONG CEILING JOISTS- 2"Xlr O
COMMON do IN-FILL RAFTERS- I w a 0 16"O.C. USED TO SET SPLAYED I1
/ 2"X10" O 18"O.C. as 'l•2 F" II \ k TO CIRCULAR RAFTERS CEILING HEIGHTS OR POUT
ti /
TOWER ROOF A33EMBLY-
\ a 2"X8" RAFTERS & 2"X6" RIPGE76ar7 ,
/ RI GE TXi I o CEILING JOISTS O 16"O.C. +� 4'
_ _ ¢ e► y� 0
\ / - w I �► �Q\� / ram`'
ADER 1 � 04
\ / SON LUS 8-2 P3OR7 FRA -
3 4"X 9 1 2" L V.L. MEM EI� R DGE 2"X IRIDL
/// off'
/ RS OI P 0 2" I — — _ -- —� --O
G OI S. P 0 E 2 EADX � w 1/ a 2H X if 1/
\ ;KIN FOXJO S 2" � /// R+'��U4
H
4" C. I OLT END D PL 0 CH 1 p" CD PL 00 rr, \ C�� 4`i // l►
r; (ON E ONS W/ PAIRS OF
ta, / D C RIA E B LTS. — — 4, 01
i S , L TO ACT AS EAD
OR CEI G OIS FRO \ ra / "x W 4 2 \
/ D EC ON \ FIRexi
IN STU G
_ w
\ I ( 2- 1 3
o X I9
/ C, �► er / I w L.V.L.S A/ ?J ROWS
18d, 12 O.C. NOTE: BARREL ROOF - .'Oi
U ® w\ \ I / DESIRED ARCHES FROM
OF 3 ,C CDX PLYWOOD.
COMMON h IN-FILL RAFTERS- Xcq MIM�ONO h 8tN-"O.CII.L RAFTERS- �' ARCHES TO BEAR FULLY 0:
2"X10" O 16"O.C.
SHORT CEILING JOISTS- o� SHORT CEILING JOISTS- _ / / \ SUPPORTING 2"X4" PLAT,S
2"X6" O 16"O.C. USED TO SET I I SPLAYED CEII.INGUSED TO HE GHTS Sir
/ o \ SPLAYED CEILING HEIGHTS ( I II
00 /
OVERHANG
0�
/ / A
LONG CEILING JOISTS- 2"X8" I I ( I BU LDIN LI E
N Ctiy ty ® 16"O.C. USED TO SET \ F
ROOF � / i 4 v SPLAYED CEILING HEIGHTS — E
LAMINATED TOP PLATE MAD
OVERHANG OR LAYOUT TO CIRCULAR HEADER: I lf/ 2 LAYERS OF 3/4" PLYWOOD
1 �o RAFTERS HEADER: ^i 3-T XB" 1f 2 BA. 1 2" CDX
�w v 3-2''X8" / 2 EA. 1/2" CDX / / ALL BUTT SPLICES TO BE
V '' PLY1f00D CHES PLYWOOD FLTTCHES STAGGERED BY 24"
RADIUS HEADER-12 LAYERS OF 1/4
U/L GRADE PLYWOOD FORMED, GLUE I I - ^� LONG CEWG JOISTS- 2"XB" O
ft® AND SCREWED TO CREATE LAMINATED I •• PORCH TRIM OVERHAN ( 16"O.C. USED TO SET SPLAYED
BEAM. MEMBER TO BE 7 1/4 DEEP. I
STAGGER BUTT JOINTS 4'-0" ADJACENT 9'-0" 16,-0" CEILING HEIGHTS OR LAYOUT
LAYERS EXTEND LAMINATED TOP 16'-0" _
w PLATE 16"BEYOND EACH END REVERSE FRAME RAFTERS TO TO CIRCULAR RAFTERS
CREATE DE
EP OVERHANG
ING
a
LAMINATED TOP PLATE MADE ( RAKES I
�r W/ 2 LAYERS OF 3/4" PLYWOOD
ALL BUTT SPLICES TO BE
PII.ASTERS-
2-2 _ STAGGERED BY 2,C iI
-----WALLED -
"X4" S-P-F STUD GRADE I
i
G
10, SHORT CEILING JOISTS-
i 2"X6" O 16"O.C. USED TO I B
D
SET SPLAYD CEILING HEIGHTS I E C
3-1 3/4 X 9 1/2" L.V.L.S W/
2 ROWS 16d, 12' O.C.
47
BUI ING LINE
ROOF FRAMING PLAN
ROOF PITCH = 36° SCALE: 1/4" =1'-0"
RIO FTR O
OVERHANG 2-1 3/4"X9 1/2" L.V.L.S
1// 2 ROWS l d, 12 O.C.