HomeMy WebLinkAbout291 Highbank Road Foundation Plan and First Floor Framing Plan1. SLATERS PAPER OR "TYVECK" TO BE USED ON ROOF AND SIDEWALL
2. BASEMENT UTILITY WINDOWS AS PER STATE BUILDING CODE, 2% OF FLOOR SPACE
3. PROVIDE GUTTERS AND DOWNSPOUTS AS REQUIRED
4. PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS
5. PROVIDE CROSSBRIDGING 0 MIDSPAN OF ALL JOISTS AS REQUIRED
6. DOUBLE JOISTS UNDER ALL PARTITIONS AS REQUIRED
7. ATTIC SPACE TO BE VENTED AS PER STATE BUILDING CODE
8. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION,
THE OWNER AND CONTRACTOR SHALL COMPLY WITH ALL RULES AND
REGULATIONS IN THE MA. STATE BUILDING CODE AND LOCAL REGULATIONS.
,CONT, RIDGE VENT
2 X 12 RI'GE BOARD
ASPHALT OR F.C. ROOF SHINGLES OVER /
APPROVED SH NGLE BACKING (•5 #F -LT) OVER - �.�, 2 X 6 X 4' 0 16" O.C.
1/2" EXTERIOR PLYWOOD (FIR) OVER-
R00- RAFTERS (TYPICAL) ��� 2 X 8 X 14' 0 16" O.C.
12 II}-
2 X IC X 20' TT 16" O.C. \ \ \
/-2 X 8 X 17 ,< O.C.DRIP
EDGE
OR
SOFFIT
\
9" R-30 F, G. INSUL.-, � Sk'IMCOAT PLAS`ER' OVER 1/2' VENT
ELUEBOARD
\
ELUEBOARD OR 112"GYPSUM1+ \ \
.+, OVER 1 X 3 STRAPPING 0 1E" O.CA A
12 (-(PICAL CEILING FNISHES) \\ \\
TYPICAL WALL HINGLNCi+ Q-5� ^'
12 o% WHITE CEDAR SH'IVGLES ®J 1; 2" T.VI.
OVER ?YVECK' Ci I,- E� RIOR m
BEDROOM #2 P_YY/OOD OVER z Y 4" X\ 'Vii' sTucs
€ 16 O.C. w TH z TDP AND Z A,
PATE = 7-8 112" STUD WALLV A
DRIP \ \
EDGE \
OR -�
SOFFIT o
VENT ---_--- - _— _ -- T=---
2 x 1 O'S 12' o -c. 2 :< 'O's 0 16' O.1)__
\Ni SKP.ICOAT P ASTER CVER 1/2'
ELUEBOARD OR 1/2" GYPSUM
OVER 1 X 3 STRAPPING 0 '6" O.C.
(TYPICAL CEILING FINISHES)
M. BEDROOM
3 1/2" R-13 F.G. INSUL.
R-19 F.C. INSUL.
j �3/4" T & G PLYWOOD OR OSB SUBFLOOR
2S2Sz;? 2 X 1O'S @ 12" O.C.
4- 2 X 10'S WOOD EEAKI -I
3 1/2" CONC. FILLED STEEL
COLUMN SEE END. FOR SPACING -i
8" P.C. FOUNDATION Vi BASEMENT
i P.C. SLAB
30" )( 30" X 12" P.C. F0071NC_�< —
OR 16" X B" CONT. P.C. STRI-
SECTION D
WOOD CUPO
M. BATH
TCrI BML CoNSRLCIIN
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PATE - 8'-1 1/15111) W',NL
-GRADE
2 X 1OS Cal 16 : ,
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A EITUONOJS
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A 8"
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4'-0' I�
NIN. 810'h
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TIES �JL'
LAN
5" 'K 16" F.C. FOO-ING
'I �2" X 4' KEYWAY
a
0 5 1
LEFT ELEVATION
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23'-11 1/2" 11 8'-2 1/2"
3'-10" 1. 3'-4" I. 16,_9 1/2..
24'-O'
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.
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TO PLATE TOE PLATE
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PROP TOP OF- - I
FND. FOR HTIW JJAW VCITAONUGH .OA "B I 1 j L J 4 P. SLA /. FIBER FSH I I
DOOR ABOVE 140 H21N1 TJA.H92A. 2UONDAUTIS A I 1 - I I O ER 40N -ORGAN C EA TH I 1
(TiBA EMEN SI.A
I "0-'4+ OHIT00P .D.9 "ar x "6 A I 1 ) I I
(30AAA0 .9Yi) 30AaC W0J3B .NIM 4 m:
18'-16" 4'-0" — 6
211
12'-0"
wwlw�■ww�wwww��a��■�i`� = =w�®����w.�a�w� a�■w,� ;-��
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-DROP -OP OF END. TO ACCEPT P.C. SLAB
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FO
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WALL
JOIST OR BLOCKING
HIGVIITHU
-1D" H
H
ITH
A
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VCU
ISH
4 A 6" X
SPLrAL
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V
8'
X' 16'
.
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SP.C.
TO PLATE TOE PLATE
00
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TYP
)
3- 10D
1,nbiw_ i
RAFTER To PIJ�TE,
TOE NAIL
2-16D
4Qb,(ifi- 0_
BUILT-UP CORNER
STUDS.
10D 0 24'
O.C.
RAFTERS TO RIDGE,
VALLEY OR HIP RAFTERS
4-16D
RAFTER TIES To
RAFTERS
3- 8D
�4" P.C. SLAB W/ FIBERMESH PITCHED
4" SUBFLOOR
1
8D 0 6'
':I
SUBFLOOR TO
JOISTS INTERMEDIATE
'1
O.C.
112" SHEATHING
TO STUDS EDGES
'I
O.C.
SHEATHING TO
STUDS INTERMEDIATE
IID 0 12"
O.C.
1 2 SHEATHING
10 STUDS GABLE WALLS
8D_@ 6"
O.C.
I
- 2
10'
HFA
ERS
'
I�MOK
TOWARDS ENTRY 0 1% OVER NOI` ORGANIC
0 16'•
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4.
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X 10'a
12"
—
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---_
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1
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ITH
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X' 16'
.
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SP.C.
TO PLATE TOE PLATE
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------------
L---------'i-------------------- - - - -- I
------- -----------'------ -- - - - - -- - J- -- - �- -- - ---- -
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I I
12"o CONI. SECTION A I I------
4'-0"
----- ---
Fo_LD SONOTUBE L------�! I I ----- ---
4'-0" MIr,. SHEET A-4 1 I ---- --
I I
f �
BELOW GRADE UP I
I
— 0------------------- J_ __ ________-_______ -L' ---------------- -�
I I I1
4'-8.. - 7'-2" 7'-4"
I
8" PCURE
-
00 IC
FO
WA
L
SOLE PLATE T
JOIST OR BLOCKING
HIGVIITHU
O.C.
}-10D 'rG
is
2- 16D
Ai
LT Fi
ISH
4 A 6" X
6"
C
NTINI
GUS
C.
OTING n
.
11 Ai
- - - - - - - - - - - - - - - - - - - - - - -
i• -Q
9'-6 1• 6, 4.-6" ,.-5'. 26'-6- ,26. -D" ----
2Y-8" _ _ . 66'-6" I 1
1 X 3 SHINGLE -STOP OVER
1 x 8 RAKE BOARD (Ti
1
YSP
l /
Tc Saa. r i F_vst •
(;) cnEL I E sl ice To
} Ob'tAIN
T415 PLAN LkPLAN IE6• • i
h ��•• OF
3 1/2" 0 COLIC. FILL
Si C 01 UK N O. A
P.' 6 FO T N!' (n 1D
4
I
SECTION J SECTION 1) j SECTION D I
SHEET A-4 SHEET A-4 SHEET A-2
JEFFREY A, BARNABY, CPDD
CERTIFIED PROFESSIONAL BUILDING DESIGNER
131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA,
TEL, 508-888-2747
FND . PLAN & IST FLOOR FRAME
DUBLIN CONSTRUCTION
14
FASTE14ER
SCHEDULE FOR STRUCTURAL 1AENIBERS
220
OR GIRDER,TOE NAIL
3- 8D
SUPPORTING 1 STORY ABOVE SUPPORTING 2 STORY ABOVE
AX NTH MAX.TH
SOLE PLATE T
JOIST OR BLOCKING
16D 0 16
O.C.
-
I
2- 16D
i !
STUD TO TOP
PLATE
2- 16D
1.2,3.4)
DOUBLE STUDS
FACE NAIL
10D 1)w 24
O.C. MIN.
BUILT-UP HEADER
TWO PIECES W 1/2" SPACER
16D 0 16'
•�
I
TO PLATE TOE PLATE
I
I I
1,300,WO
CEILING JOISTS
TO PARALLEL RAFTERS
3- 10D
1,nbiw_ i
RAFTER To PIJ�TE,
TOE NAIL
2-16D
4Qb,(ifi- 0_
BUILT-UP CORNER
STUDS.
10D 0 24'
O.C.
RAFTERS TO RIDGE,
VALLEY OR HIP RAFTERS
4-16D
RAFTER TIES To
RAFTERS
3- 8D
4" SUBFLOOR
TO JOISTSDG
8D 0 6'
O.C.
SUBFLOOR TO
JOISTS INTERMEDIATE
8D 0 12
O.C.
112" SHEATHING
TO STUDS EDGES
8D 0 6
O.C.
SHEATHING TO
STUDS INTERMEDIATE
IID 0 12"
O.C.
1 2 SHEATHING
10 STUDS GABLE WALLS
8D_@ 6"
O.C.
I
2 p<
'
I�MOK
10-S
0 16'•
O.0
i 1
5•-0'Li-0"11
4.
4"
-- —
—
---_
—+
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I
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1
BEAT
F
CK
4"
MIN
B`_
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-4
10S
OiOOD
BE.
,.r
3 1/2" 0 COLIC. FILL
Si C 01 UK N O. A
P.' 6 FO T N!' (n 1D
4
I
SECTION J SECTION 1) j SECTION D I
SHEET A-4 SHEET A-4 SHEET A-2
JEFFREY A, BARNABY, CPDD
CERTIFIED PROFESSIONAL BUILDING DESIGNER
131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA,
TEL, 508-888-2747
FND . PLAN & IST FLOOR FRAME
DUBLIN CONSTRUCTION
14
FASTE14ER
SCHEDULE FOR STRUCTURAL 1AENIBERS
JOIST TO SILL
OR GIRDER,TOE NAIL
3- 8D
SUPPORTING 1 STORY ABOVE SUPPORTING 2 STORY ABOVE
AX NTH MAX.TH
SOLE PLATE T
JOIST OR BLOCKING
16D 0 16
O.C.
STUD TO SOLE
PLATE
2- 16D
-
STUD TO TOP
PLATE
2- 16D
1.2,3.4)
DOUBLE STUDS
FACE NAIL
10D 1)w 24
O.C. MIN.
BUILT-UP HEADER
TWO PIECES W 1/2" SPACER
16D 0 16'
O.C. 0 EDGE
CEILING JOISTS
TO PLATE TOE PLATE
3- 8D
1,300,WO
CEILING JOISTS
TO PARALLEL RAFTERS
3- 10D
1,nbiw_ i
RAFTER To PIJ�TE,
TOE NAIL
2-16D
4Qb,(ifi- 0_
BUILT-UP CORNER
STUDS.
10D 0 24'
O.C.
RAFTERS TO RIDGE,
VALLEY OR HIP RAFTERS
4-16D
RAFTER TIES To
RAFTERS
3- 8D
4" SUBFLOOR
TO JOISTSDG
8D 0 6'
O.C.
SUBFLOOR TO
JOISTS INTERMEDIATE
8D 0 12
O.C.
112" SHEATHING
TO STUDS EDGES
8D 0 6
O.C.
SHEATHING TO
STUDS INTERMEDIATE
IID 0 12"
O.C.
1 2 SHEATHING
10 STUDS GABLE WALLS
8D_@ 6"
O.C.
EASTERN WOODS (mi Ary w r ixeA pevM)
SPECIES OR GP94ZFMOO A'T
P LKtfY
SELER }_li?lK1lW1 1 100�OD0
IIA -i MPChR 2 Y 5 1., pJip]p
IIA- __- AND ,.t00,Jjj
NIZ- WIDER 900,OOQ STUD — gpp,pE
S ALE: DATE: PROJ. #:
1 /ii V -011I 29—JAN-2001 1205
U STO M CAPE SHEE
T #:
_!VIN NO DESIGNS ,1999 2
'_�VINC DESIGNS HEREBY EXPRESSLY RESERVES ITS
COMMON LAW COPYRIGHT. THESE PLANS ARE NOT
TO BE REPRODUCED, CHANGED OR COPIED.
ANY ERRORS OR DISCREPANCIES FOUND ON THESE
PLANS ARE TO EE BROUGHT TO THE ATTENTION OF OF 4
_IVING DESIGNS PRIOR TO THE STAR- OF WORK„
F-fEAEDEFR
E3 "EouI—E
r OF HER
SUPPORTING ROOF ONLY
MAY. N .H
SUPPORTING 1 STORY ABOVE SUPPORTING 2 STORY ABOVE
AX NTH MAX.TH
--i X 45
OF
N AA
- X
-
4- N A
- X
-
- N
- % 1
1-
1.2,3.4)
EASTERN WOODS (mi Ary w r ixeA pevM)
SPECIES OR GP94ZFMOO A'T
P LKtfY
SELER }_li?lK1lW1 1 100�OD0
IIA -i MPChR 2 Y 5 1., pJip]p
IIA- __- AND ,.t00,Jjj
NIZ- WIDER 900,OOQ STUD — gpp,pE
S ALE: DATE: PROJ. #:
1 /ii V -011I 29—JAN-2001 1205
U STO M CAPE SHEE
T #:
_!VIN NO DESIGNS ,1999 2
'_�VINC DESIGNS HEREBY EXPRESSLY RESERVES ITS
COMMON LAW COPYRIGHT. THESE PLANS ARE NOT
TO BE REPRODUCED, CHANGED OR COPIED.
ANY ERRORS OR DISCREPANCIES FOUND ON THESE
PLANS ARE TO EE BROUGHT TO THE ATTENTION OF OF 4
_IVING DESIGNS PRIOR TO THE STAR- OF WORK„
GRADING
MODULUS
GRADE
RULES
OF
DESIGNATION
AGENCY
ELASTICITY
(SEE NOTES
'E'
1.2,3.4)
RATED
,2QS',IjO(i�
1.27.4__
I YOr-1_.3E_
LUMBER•
1,300,WO
f�56f-i 4
—2.1____
I- It
2 X 4 -
1,nbiw_ i
t!S6P-T.3E.�
{b F'-1F"x'1'4
AND
4Qb,(ifi- 0_
IliNo1bnR1 Lumbo ONIi AuMant,a Maamr RIM t„rnber. 2 • ! ! IBder
" SwUam Pun tieeINNi Bonar. MecNuw Raba LINi., 2 • 4 ! may
G":IES Meet Coeel Ltiviii ",~ BvnaC Yet+LN Ra1a0
Mae., I Phi Ihi "ft. 2 v B k W,aer
INIIi n Woes Praalrtte Aee.wiii IbeNM ReIM
EASTERN WOODS (mi Ary w r ixeA pevM)
SPECIES OR GP94ZFMOO A'T
P LKtfY
SELER }_li?lK1lW1 1 100�OD0
IIA -i MPChR 2 Y 5 1., pJip]p
IIA- __- AND ,.t00,Jjj
NIZ- WIDER 900,OOQ STUD — gpp,pE
S ALE: DATE: PROJ. #:
1 /ii V -011I 29—JAN-2001 1205
U STO M CAPE SHEE
T #:
_!VIN NO DESIGNS ,1999 2
'_�VINC DESIGNS HEREBY EXPRESSLY RESERVES ITS
COMMON LAW COPYRIGHT. THESE PLANS ARE NOT
TO BE REPRODUCED, CHANGED OR COPIED.
ANY ERRORS OR DISCREPANCIES FOUND ON THESE
PLANS ARE TO EE BROUGHT TO THE ATTENTION OF OF 4
_IVING DESIGNS PRIOR TO THE STAR- OF WORK„