HomeMy WebLinkAbout134.41.1 - Foundation Plan and First Floor Frame (3)t. SLATERS PAPER OR "TYVECK" TO BE USED ON ROOF AND SIDEWALL
2. BASEMENT UTILITY WINDOWS AS PER STATE BUILDING CODE, 2% OF FLOOR SPACE
4. PROVIDE GUTTERS AND DOWNSPOUTS AS REQUIRED
4. PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS
5. PROVIDE CROSSBRIDGING ® 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.
rCONT. R!CGE VENT
/ 2 X 12 RICGE BOARC
ASPHALT OR F.G. ROOF SHINGLES OVER
APOROVED SHINGLE BACKING (15 WFELT) OVER 2 X 6 X 4' 0 16" O.C. '
1/2" EXTERIOR PLYWOOD (FIR) OVER -
BOOT RAFTERS (TYPICAL) 2 X 8 X 14' C 16" D.C.
\ \12
\ \ 5
2 X 10 X 20' ® 16" O.C. \ \
2 X 8 X 17 ® 7•ry' O.C.
� ,
DRIP
ECGE
OR
SOFFIT
VENT
I
E.-._�-. � '
9" R-30 F.G. INSUL. �- SKIMCOAT PLASTER OVER 1/2'
ELUEBOARD CR 112" GYPSUM \ \
OVER 1 X 3 STRAPPING 0 16" O.C\ -\\ -
�� (TYPICAL CEILING F NISHES) \ \
12\
TYPICAL WALL CONtiRUCT+OP1 �
WHITE CEDAR SPINCLCS 0 1/2" T:W.-
12 OVER 'TYVECK' OVER 1Y" ERIOR m
BEDROOM #2 PLYWOOD OVER x 4 Z- STUDS
16 O.C. WITH 2 TOP AND B O d
PLATE = 7'-8 1/2" STUD WALL\ \
\ \ I
\ I
2 X 10'S Ct 12" O.C. - 2 x 10'S @ 16" O.C. J F�
\� SKIMCOAT PLASTER OVER 1/2"
ELUEBOARD OR 1/2" GYPSUM
OVER 1 X 3 STRAPPING 0 16" O.C.
(TYPICAL CEILING FINSHES)
M. BEDROOM
�3. 1/2" R-13 F.G. INSUL
��C' R-19 F.C. INSUL
3/4" T &-G PLYWOOD OR O58 SUBFLOOR
$Zzlzo 2 X 10'5 Cl 12" O.C.
4- 2 X 10'S WOOD EEAM_______ -
3 1/2" CONC. FILLED STEEL
COLUMN SEE END. FOR SPACING
�E" P.C. FOUNDATION WALL BASEMENT``
,-4" P.C. SLA3
3C" X 30" X 12" P.C. FOOTIN'2 __�--
OR 16' X e" CONT. P.C. STR1=
SECTION D
M. BATH
• 2 X 10'S Co 16" O.C.
- DRIP
EDGE
OR
SOFFIT
,'ENT
Ul TIFICK III L CCK71C110N
B`II'f _(,-ED 79T hLE5 0 5 112 T.W.
I C0 -TACK CTR 1(:' VEIFF
n PEYtld7CD Gf R 2 X 4 A 7 6 5/.l S
IE' D.0 KFH 2 TDb A`0 1 8(TIN
PIPE = 8'-1 1 J8. 5!LD NEL
110, -CP.A )r
\G
J
SSV„
MAY
g" 't 16" F.C. F00`th --
I
0
I
0
3'-10"
_4
23'-11 112"
-2"
8--2 1/2" 12'-0" - _ 5'-0 —�. 9.-6" ..
16--9 1/2" 12'-0" I 3-0 - -- 9- -------------- 1 -°
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HTIW JJAW NGITAC 61003 .0 9 "B I
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SECTION - BBJ SECTION - J � SECTION _
SHEET A-4 SHEET A-2
1 Fri
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JEFFREY A. DARNADY, CPDD
CERTIFIEL PROFESSIONAL BUILDING DESIGNER
131, QUAKER PEETINGH❑USE ROAD, EAST SANDWICH, MA.
TEL. 508-888-2747
FND. PLAN & 1 ST FLOOR FRAME
DUBLIN CONSTRUCTION
FASTENER SCHEDULE FOR STRUCTURAL
MEMBERS
JOIST TO SILL OR GIRDER, TOE NAIL
3-
8D
RULES
A 8"
NIH!.
X 16"
.LON
P.C. F
RADE (
0 -TING
P. G
4'-0"
PGE)
.'
II
16D
I
i
STUD TO TOP PLATE
2-
16D
DOUG' -E STUDS FACE NAIL
10D
@ 24"
O.C. MIN.
BUILT-UP HEADER TWO PIECES W 1/2" SPACER
6" P
'JRED
'-10
CAN
HIGH
FOUNDATI
W;THIA BI
)N 'h
MIN
T�
is It
1
CEILING JOISTS TO PARALLEL RAFTERS
I
10D
RAFTERPLATE, TOE NAIL
2-16D
WM-L Wb Lv 0a4e. ktMrfly, M.W. R L."w. 2 . 4 3 Wk
BUILT-UP CORNER STUDS.
10D
CSD 24"
O.C.
RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS
4-16D
RAFTER TIES TO RAFTERS
3-
8D
4" SURFLCQR TO JOISTS (EDGE$)
8D
@ 6
O.C.
SUBFLOOR TO JOISTS INTERMEDIATE
8D
@ 12"
O.C.
1/2" SHEATHING TO STUDS EDGES
8D
® 6
ASUH
LT F
ISH ON A
8" Y
1E"
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8D
0 6'
O.C.
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P.C. FOOTIt
-tTlKI
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P_ --------------
ROP TOP OF
END. FOR
HTIW JJAW NGITAC 61003 .0 9 "B I
I DOOR ABOVE NO H21h13 TJ4H924 2UONlidUT18 A I
1 "0-'41 06117009 .0.9 "81 X "8 A
(3049IAD .91T) 30A51D WOJ39 .NIM
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SECTION - BBJ SECTION - J � SECTION _
SHEET A-4 SHEET A-2
1 Fri
I IL
ET -1 IrI
JEFFREY A. DARNADY, CPDD
CERTIFIEL PROFESSIONAL BUILDING DESIGNER
131, QUAKER PEETINGH❑USE ROAD, EAST SANDWICH, MA.
TEL. 508-888-2747
FND. PLAN & 1 ST FLOOR FRAME
DUBLIN CONSTRUCTION
FASTENER SCHEDULE FOR STRUCTURAL
MEMBERS
JOIST TO SILL OR GIRDER, TOE NAIL
3-
8D
RULES
SOLE PLATE TO JOIST OR BLOCKING
16D
0 16
O.C.
STUD TO SOLE PLATE
2-
16D
(SEE NOTES
STUD TO TOP PLATE
2-
16D
DOUG' -E STUDS FACE NAIL
10D
@ 24"
O.C. MIN.
BUILT-UP HEADER TWO PIECES W 1/2" SPACER
16D
CD 16
O.C. @ EDGE
CEILING JOISTS TO PLATE, TOE PLATE
3-
8D
14—
d
CEILING JOISTS TO PARALLEL RAFTERS
3-
10D
RAFTERPLATE, TOE NAIL
2-16D
WM-L Wb Lv 0a4e. ktMrfly, M.W. R L."w. 2 . 4 3 Wk
BUILT-UP CORNER STUDS.
10D
CSD 24"
O.C.
RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS
4-16D
RAFTER TIES TO RAFTERS
3-
8D
4" SURFLCQR TO JOISTS (EDGE$)
8D
@ 6
O.C.
SUBFLOOR TO JOISTS INTERMEDIATE
8D
@ 12"
O.C.
1/2" SHEATHING TO STUDS EDGES
8D
® 6
O.C.
SHEATHING TO STUDS INTERMEDIATE
8D
@ 12"
O.C.
1/2 SHEATHING TO STUDS GABLE WALLS
8D
0 6'
O.C.
EASTERN WOODS (wff . 67 a w f6 gr w)—
GRADING
ZE OD. LV"ncITY
NODULUS
GRADE
RULES
2 X ! _ 1�.1�0M0,QM'JOn
OF
DESIGNATION
AGENCY
2ggo.Q�___.
WIDER}---.-. -_. �3o.QQ4_..-_
ELASTICITY
900.070
(SEE NOTES
'E'
12D¢F='f� -
-} -'-
MACHINE
RATED
1,000
135OF-1.3E
LUNEIER,
SOI'--T4E_
14—
d
2 X 4
N56
WM-L Wb Lv 0a4e. ktMrfly, M.W. R L."w. 2 . 4 3 Wk
klli"1 swM+.n vw Inq d" R .. wx Ila Umbo. 2 . 4 e w
N,+rf a RN Wal u~ IWD.na. Miw. N . R.1.4 U r. 2 . 4 t
M4.r, Y.cNn. R.L.6 J .. 2 . 6 k WWn
�.5. M.I.m .netl P.aA¢t. Awt4Mbn; YecnM Rath lu M . 2 . 4 k Mon
EASTERN WOODS (wff . 67 a w f6 gr w)—
SPEDES OP GPNE
ZE OD. LV"ncITY
5ELEC! §1RLICIUP..1
_-OOi000_
AP_P_Eh?
2 X ! _ 1�.1�0M0,QM'JOn
AND -
No._
2ggo.Q�___.
WIDER}---.-. -_. �3o.QQ4_..-_
5TU0
900.070
SCALE: DATE: PROJ. #:
1/4"=1'-0" 29 -JAN -2001 1205
CUSTOM CAPE SHEET #:CESI///���
�� +G SIGI,SS ,1949 A
/DESIGPaS -E ''Y Ex?RESSLY RESERVES ITS /L/
!.JON LAW G_PY H THESE PIANS ARE NOT
0 HE REPRODI:C`D CH410E:D OF. f OPTED.
rY ERRORS OF D;S.RFPF,NCIES FOUND ON THESE
ANS ARE TO EE BROUGHT TO THE ATTENTION OF OF
_.VING CESIG'`S PRIOR TO THE STAR- OF WORK..