HomeMy WebLinkAboutBLD-20-4734LEGEND
— 99 — EXISTING CONTOUR
X 99•� EXIST. SPOT ELEV.
—[99]— PROPOSED CONTOUR
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I off 508-362-4541
fax 508-362-9880
downcape.com OO
do�n cape enginee�ing, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMDUTHPORT MA 02675
19-347
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NOTES
1. DATUM IS NAVD 88
2. MUNICIPA� WATER IS EXISTING
3. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING 1}iE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
5. EXISTING SEPTIC LOCATION PER T1E—CARD ON
FILE WITH TOWN.
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DATE DANIEL A. OJALA, P.L.S.
N�qRK MVST
TOV'JP3�
LOCUS MAP
SCALE 1"=2000't
ASSESSORS MAP 22 PARCEL 133
LOCUS IS WITHIN fEMA FLOOD ZONE X AS
SHOWN ON COMMUNITY PANEL
#25001C0588J DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R-25 RESIDENTIAL DISTRICT
MIN. LOT SIZE
MIN. lOT FRONTAGE
MIN. FRONT SETBACK
MIN. SIDE SETBACK
MIN. REAR SETBACK
MAX. BUILDING COVERAGE
PROP. BLDG COVERAGE
25,000 S.F.
150'
30'
15�
20'
25%
13.6%
OWNER OF RECORD
MELANIE NAYER
3 CUTTER LANE
WEST YARMOUTH. MA 02673
REFERENCES
DEED BOOK 30854 PAGE 325
PLAN BOOK 173 PAGE 3
SITE PLAN
OF
3 CUTTER LANE
WEST YARMOUTH
PREPARED FOR
MELANIE NAYER
FEBRUARY 21, 2020
Scale:l "= 20'
0 10 20 30 40 50 FEET
�
SIDING SEE ELEVATION —
"TYVEK" HOUSEWRAP
1/2" CDX PLYWOOD
8d� 3"o.c.EDGE, 12"o.c.FIELD
2x4 � 16" O.C.
R-20 SPRAY/FOAM INSUL.-
6 MIL. POLY VAPOR BARRIER
1/2" G.W.B.
1
W WALL DETA
SCALE 1-1/2'� = 1'-0"
N OTE:
ALL WINDOWS ARE TO BE
ANDERSEN 400 SERIES
TW W/ APPUED GRILLES
INSIDE AND OUTSIDE
(OWNER TO VERIFY W/
CONTRACTOR/BUILDER)
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GENERAL NOTES:
1.) CONTRACTOR IS TO VERIFY EXISTING CONDITIONS AND DIMENSIONS
IN THE FIELD PRIOR TO THE START OF WORK � �
2.) CONTRACTOR TO REMOVE EXISTING WALLS, DOORS AND WINDOWS ETC. AS �
REQUIRED FOR NEW CONSTRUCTION.
3.) ALL NEW CONSTRUCTION TO MATCH EXISTING CONSTRUCTION
IN MAT E RI AL, D E T A I L, A N D F I N I S H. �
4.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT
. FIRST FLOOR�TO BE 6�-10° ABOVE SUBFl.00R (MATCH EXIST. FIELD VERIFY) � Ex.
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5.) A�L WORK SHALL CONFORM TO THE MASSACHUSETTS �j �
STATE BUILDING CODE AND ALL OTHER APPLICABLE N m
LOCAL CODES. . � . N
6.) ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN THE NOTES, � W
DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS
SHALI BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO
COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION
CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES,
ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE
BUILDING CONTRACTOR.
7.) C O N T R A C T O R I S TO D OU B L E ALL J ACK & KING STUDS
AND PROVIDE SOLID BLOCKING � HORIZONTAL PLYWOOD SEAMS
6.) ALL NAILING 70 BE IN ACCORDANCE WITH THE "W.F.C.M.'
UNLESS NOTED OTHERWISE SEE TABLE 2 Pg. A2
TYPICAL LVL BOLTING/NAILING
MULTI 1 3/4" BEAMS
�2"
z rtECEs o-a' 2 ROWS OF 16D NAILS � 12" O.C.
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3 PIECES o-a" 2 ROWS OF 1/2" DIAM THRU BOLTS � 12" O.C.
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2 SEE APA PORTAL
A� DET. SK-2
10'-6' 10'-6" W/CODE CHECKLIST
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TW 24310
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: , a � EXIST GAR. FND. T0 BE , � 2x4 WALL �
`D � � � ` / REMOVED-RELPACED � � �
�o m DUE TO DAMAGED HOLLOW CORE CMU 2) CONT. 2x12 N
3�� NOTE: >509 SUPERSTUCNRE- HEIDER/BEAA� � �' CONC�
Z� r� _ RECONSTRUCTION _ (TO CORNER'S) APRON
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EXIST. GARACE TO BE ! � � � �
REMOVED-RELPACED �# • � r-'-I N E W � I
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, A �;, � �� � GARAGE �;,, o
"� � I�p I NEW fIRECO�E-RATED �' A4 °1
A�} '� L=a � 5/8' G1P. BD. ON �!
1 x 3 STRAPPING � 16� o.c. O w�
NEW t. # (WALLS & CIELING) s Z'III SEE APA PORTAL
2x4 WALL �� 6 �f DET. SK-2
' i � POST UP A3 �! W/CODE CHECKLIST
�jj �' 5�-1" (3K 2x6's) ,
15'-11"
� '� NEW y r., \ �
HEADER/BEAM �� ' 9y2'� 2x6 WALL �i 1 I
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� � i� .y/./i�i-'�-i� iii,i� . I t�, e NEW D�iiCK � � � � �
I 2x6 WALL �� NEW ` i NE �B+ �� 0 6� LAND. 4 x�.�- � �
��, PANT./CL. N i CLOS. +6e, � OS �+ �
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F.}.� 42" WALL / A4 cO
Ex. DECK Sp HGH't � --
TO REMAIN 5,_3y 3
zn 2'-5" � _ I AND. A�
�{g'�' O � TW 24310
REMOD. �3� °'
BLKHD. ` CO AN�. I
c,K�,�> DINING cZJ TW 24310 N
(2-2x6 Hd.) iCATH. CLN'g)
Ex. FLR. SYSIEM
AND. TO REMAW ,
, TW 24310 O
M 2x4 WALL �OST UP ) 2x4 WALL � �
NEW � 3K 2x4�s .
2x4 WALL EXIST. EXIST. C.O.
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' --- --
q -
III i II
��+�0� CLOSET ��---' SoK000 �I I� � I I
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------ EXIST -
I) EXIST. ZX4
BEDROOM
,�� OYJ �KITCHEN �� �� N
�lJ '' � I (VAULT. CLM ' � W
'Ob� i ',
� EXIST �- i � � � �
OO —, B A TH � I i I f 3x.zxs S W
,\ A �� I REF � I �
8'-1" `+S � — \��� LIIV. I�J.� � � I I I I . .
� `�} g'�' STRAP ACROSS WALL T.PLATE
s+ F.� Ex.TIES� W/SIMPSON CS 16x2 CENTERED
NEW 6'� � 3-2x6's � EACH STUD
�---------� 2x4 WALL
i CLOSET i- - OC -��WALL - - � - - �- - �+ Ex. RIDGE
�+ �� 6� �LINE OF SOFFIT X
� �6° `y+ 6+ ° � � �ABOVE) I i I I � �� �
i_ __ _ ry O', 4�ANI_ I
� _ - , �; NEW ; -.- ... NEW 5� ,�a� zxI WALL EXIST. NOTE:
' ' � MASTER''�SUITE � ' BATH "owE � �LIVING ' � �' ��
� i, ' ! 3,_� r � � CHIMNEY REPAIRS � �
� i � �' 12'-8" � T- �--; �r+C6� � Y2 I w I'� BY LIC. MASON � �
42" WALL IROOM � ` ' T.B.D.
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, r ;� r �� � �HGH't � Y2 � � '� �VAULT. CLN' �
� I N�W OO � ROOF FRAME. I I I I
� , 9 � I PLAN �
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I ANO. AND. AND. � XI ` EXISL
TW 24310 TW 24310 TW 24310
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„ � � � ADD NEW CRIPPLE STUDS- � � � �
JACKS/SILLS � EXIST. WIND. B
I (FIELD VERIFY) A�}
EXIST. BUIIDiNG
N EW
� RST � �OR PLA�I
LEGEN D
O EXISTING WALL CONSTRUCTION TO REMAW
�i NEW WALL CONSTRUCTION
�--! EXISTING WALL CONSTRUCTION TO BE REMOVED
SMOKE DETECTOR OS
CARBON MONOXIDE DETECTOR OC
" HEAT " DETECTORS �
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ASPHALT ROOF SHINGLES —
MATCH EXISTING
5/8" CDX SHEATHING
8d � 6"o.c. EDGE & FIELD
R48 BATT INSUL.
(OR EQUAL/FEILD VERIFY)
1/2" GWB w/SKIM COAT PLASTER-
ON 1x STRAPPING � 16" O.C.
WIND WASH BLOCKS
(OR EQUAL)
ICE AND WATER BARRIER MEMBRANE
CARRY UP 3�-0" FROM EAVE
A�. DRIP EDGE
OVER ICE & WATER BARRIER
ALUMIN. GUTTER �
l
SOFFITT VENT
(MATCH EXIST./FEILD VERIFY)
1z TRIM
SIDING
TYP. WALL
2 TYPICAL EAVE DETAIL
SCALE 1-1 /2" = 1'-0"
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ABU46
H2.5A � EA. RAFTER
DIA_ ABU W/7" EMBEDMENT
' Jllvlr Jvlv .� i i�vlvv- I IC HDU`tU �. �
� SCALE: N.T.S
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CUDILO '�1%
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�,� n ° No.34774 rI
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A CERTIFIED �'�S ��''' � i� RC�'JIRED
�`�F�R� �fi'�8r+i. ii�:i� �LTIO�i 2l17/20 FOR
STRUCT. ONLY
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REV. NO. 6
2/6/2020
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PROJ. NO.
219-1010
DWG. NO.:
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TABLE 2. GENERAL NAILING SCHEDULE
JOINT DESCRIPTION NUMeFR oF Nu�,�aER o�
NAIL SPACING
� � . '� V I L d'J
ROOF FRAMING
L c. I AFIt' (iU� Ni;iLt' z-od -iva r_i+CH tN .
RIM BOA.R6 TO RAFTER END h'AIL.ED 2-16d 3-16d EACH END
WALL FRAMING
� N.iC M INIt.KSti.il'VVJ �tn t JHILtU 4-1 =0 b- O(] f11 il IS
STUD TO STUD FACE NAII_ED 2-t6d 2-16d 24" O.C.
HEAGER i0 HCAUER (FACE NAILEO) 16d l6tl �4" O.C. ALONG EDGES
FLOOR FRAMING
J0151` TO S!LL, �fOP PLATE OR GIR�ER (1�OE NAILED � 4-8d 4-10d PER JOIST
� SLOCKING TO JQIS � I n � .- ri � 2-1 � � fACH _ND
BLOCKING TO SILL OR TOP FI.ATE(70E NPdLED) 3-16d 4-16d EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-t6d EACH JOIST
JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-tOd PER JOIST
BFlND JOIST TO JOIST (END NAILE�) 3-16d 4-16d PER JOIST
BAND JOIST T0 SILL OR TOP PIATE (TOE NAILED) 2-16D 3-i6d PER F007
P.00F SHEATHING
VJOOD S?RUCiJhAL PANEIS
RAFTERS OK 1RU�SF:S SF'ACEU UP TO 16` O.C. Bd tOd 6" EDGE/6" FIELD
RAFTERS OR TRUSSES SPACED OVER 16" O.C. 8d tOd " EDGE/6" FIELD
GABLE ENDWALL RAKE 0!? RAKE TRUSS w/o GA�LE OVERNANG 8d tOd " EDGE/6'� FIELD
GABLE ENDWALL RAKE OR RAK[ 7RUSS w/ STRUCTL'RA� 8d 10d " EDGE/6" FIELD
OUTLOOKERS
GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS 8d 10d " EDGE/?" FIEID
CEILING SHEATHING
GYPSUPd ta'ALLBOP.RD 5d COOLERS - 7' EDGE/10" FIELD
WALL SHEATHING
vYU�iU SiKU iU � . . �
STUDS SPACED UP T0 24" O.C. Sd 90d 6" EDGE 72° FIELD
Yz" AND ��32" FIBERBOARD PANELS 8d — 3" EDGE/6° F(ELD
YZ" GYPSUM 4NALLBOARD 5d COO�ERS — 7" EDGE/10" FIELD
FLOOR SHEATHING
WOOD S7RUC7URAL PANELS
1" OR LESS 8d 10d 6° EDGE 1" FIELD
GREATER THAN 1" ' 70d 16d 6° EDGE/6° FIELO
DO NOT BACKFILL WALL
UNTIL CONCRETE HAS
ATTAINED 7 DAY STRENGTH
AND BOTH TOP & BOTTOM
OF WALL ARE PROPERLY
SERCURED.
CARRY DAMPROOFING
OVER TOP OF
FOOTING
2X4 �KEYWAY � .
xote: iomma seaw eena ox cot��czm anaxvus rm, oa �
.. . NITORAL UNDH'f[IRHm GRANVIAR 901L9 TPEE OF L7AY, PSA7. �� / ^
WAY, VEGLTATNE ON ORGI.[IIC 3fATHR1AL NOSIF'Y ARCf�7'ECf
�DLTII.Y P DRTEI�NT CON➢P190N9 l[� IIfCOUNfSI�D. � � L�
1\ I
BIT. JT. FILLER,
TOP OFF W/ FLEXIBLE
JOINT SEALANT
WN'F 6X6 6/6, TOP 1/3
OF SLAB
4" CONC. SLAB
6� COMPACTED
FILL
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JIC;HL vHKHvt'
SCALE 1-1/2" = 1'-0"
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NEW "SIMPSON FJA"�
FND. ANCHORS � 4' o.c.
NOTE:
NEW "SIMPSON FJA"
FND. ANCHORS � 4' o.a
�EXIST.
FOUNDATION WALLS
�
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W
EXIST. 3.5`
LALLY COL.
NEW '8" CONCRETE
FOUNDATION WALLS
NEW 3" x 3"xt/4" B q'
PLATE WASHER-
NEW 10" x 24" 5/8°ANCHOR BOLT . At} �� A Z
CONC.i FOOTINGS� � 2'-0" o.a � '
(KEYE�)
Y e -__.': ...._ _._.__ -._..._. _ _. . ..'_._ '_-_ .__
. . , . �. . � • . +�
V. .. ,..�' .. ' ..: �. ...- .' . ' . .
� � � � �..; i .._. __ _DUE TO POORLQUALITI' E -- � - - ... - - -_ .. \ .�: � '.,.
� o N � REMOVED-RELPACED � -�—'
Zo � EXIST. CONDITIONS _� __ a' ; 2#5 REBAR �
r ; -- ----- -----'-=�18 o.c.
. I (optionol)
EXIST. GARAGE TO BE� II • I Z �
REMOVED-RELPACED �I i o N E W G A R A G E �� ! � '
. � . � I�� � 001 I
�' I i '� M (4" CONC. SLAB ON GRADE ao= !/�
� A I i PITCH 2" TO O.H. DOOR o!��
A4 � ON 10 MIL.VAPOR BARR.) _ � A4
� � � � � p�� �— i
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NEW 3" x 3"x1 /4" � . � _. _ _. .... __ _ _ _ _ _ __ I • ;� .J
,
PLATE WASHER- � . � ,
5/8"ANCHOR BOLT I i n +< �
� 2�_��� o.a �_. __ I a — —
• _--- . _ - _._ ,
�' • • . . : .. NEW
� I � ° ° SLAB ' *
� ,}�-0" o
�I EXIST. GARAGE TO BE i� I � �
M REMOVED-RELPACED � i I NEW 4" SLAB �'
i'� ON VAPOR BARRIER �� i-
L� • �-------------- ' . � ---�� �
t � � NEW 12" DIAM.
SONO-TUBE
DRILL & PIN NEW FOUNDATION I � EXIST`GARAGE TO BE
TO EXIST. POUNDATION WALL I � REMOVE�-RELPACED
TOP &'i80TTOM (OPTIONAL) i '.. . I .
(FIELD ,VERIFY) � I. DRILL & PIN NEW FOUNDATION
95% SOIL COMPACTION REG'd
I E X I S T. I TOPE&SBOT OM (OPTIONAL)L
,� z j S L A B . � (FIELD VERIFY)
�� I I (TO REMAIN)'. � 95% SOIL COMPACTION REG'd
.� W � �� i , i
______— I .. . � . � . ...: � ' �
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N � � __—___— I . . . ' . .. . . . . .
I , ,,: � � . ., . �. ... . � . .. .
I
' LL o -------- �. �j � 'EXIST � � � . . � ' ' � . .. I.'�pOUNDATION WALLS .
"� __ I FOUNDATION WALLS - �
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d � UP
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EXIST. 3-2x MAIN BEAM � EXIST. 3-2x MAIN BEAM _ ___
EXIST. 3.� EXIST. 3.5"� EXIST. 3.5"�
LALLY-0OL LALLY COL. LALIY COL
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�p �
� �
' � EXIST. FULL �
, o BASEMENT o
,,, EXIST. SLAB �
WALLS
EXIST.
FOUNDATION WALLS
38'-�"
EXIST. BUILDING
�IEW GARAGE
BASEMENT NOTES:
1. MAIN FOUNDATION WALLS TO BE 8" POURED CONC. W/ 2)#4 BARS TOP
& BOTTOM REST fOUNDATION ON 10"X24" STRIP FOOTING.
PROVIDE 5/8"X12" ANCHOR BOLTS � 2'-0" O.C. MAX.
2. STRUCTURAL STEEL COLUMNS TO BE 3 1/2' CONCREiE FILLED LALLY
COLUMNS TO EXTEND TO FOOTING BELOW. PRONDE 6"x6"x5/8" CAP PLATE j
& 7"x12"x3/4" BASE PLATE W/ 2�3/4" DIA. BO�TS. WELD ALL CONNECTIONS
FOOTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3#5 BARS EACH WAY. WHERE NOTED (OPTIONAL REBAR).
3. DOUBLE FLOOR J015T5 UNDER ALL PARALLEL PARTITIONS: BLOCK. � PERP. WALL's..
4. CONCRETE SLAB TO BE 4" POURED CONC. ON COMPACTED Fl�L
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES 3' max..
5. CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0" MINIMUM COVER. � . � '.
6. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING,
INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTtON
OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
F�OU�IDAT ON P�AN
TION WALLS
� NOTE:
NEW "SIMPSON FJA"
FND. ANCHORS � 4� o.c.
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CUDILO
No.34774
STRUCTURC.L
�/✓�r�- ���P�
2/17/20 FOR
STRUCT. ONLY
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219-1010
DWG. NO.:
NEW 6" FOAM/SPRAY INSUL. (R=40)
NEW 2x6 TIE's
� 16" O.C.
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EXIST.�...,..�.., .,.,,-.
NEW ROOF CONST. I '
- 2 x 8 ROOF RAFTERS � 16" o.a ��,
- 5/8" COX PLYWOOD ROOF SHEATHING �
- ASPHALT ROOF SHINGLES �
- 15L8. FEI.T PAPER '
- 12" BATTINSULATION I
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- 11-7/8 LVL RIDGE BEAM �1
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12�_��. f 16�-8" 5�-Q��t
2x8 RIDGE BOARD 11-7/8 LVL RIDGE BEAM 2x8 RIDGE BRD.
2x6 ROOF RAFTER's 2x6 ROOP RAfT. -- � Ew 2x6 TIE's
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COMPACTED SOIL � \` �
EXIST. SIAB �LALLY COL I CARRY DAMPROOFING
I OVER TOP OF
EXIST. EXIST. 1 � FOOTING
FOUNDATIDN WALLS FOUNDATION WALLS
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CONC. FOOTINGS
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2" MIN. EDGE bISTANCE I'
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— CARRYING BEAM _
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METAL SIMP. LU26 � �
—FRAMING HANGER
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EXTEND 4'-0" •
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(TYPICAL) a�. �� OUNDATION WALL
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SCALE:1 1 /2"=1'-0"
NEW ROOF CONST.
- 2 x 8 ROOF RAFTERS � 16" o.c.
- 5/8" CDX PLYWOOD ROOF SHEATHING
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2/17/20 FOR STRUCT. ONLY
219-1010
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NOTE: ALL NEW ROOF RAFTERS TO BE
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