HomeMy WebLinkAbout2017 Mar 17 - Sign Off Transmittal, Plans - Dormers, Addition „�. .,m � _
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��~'`�-��%��r� PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant.•
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Building Site Location: ;
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Proposed Improvement: I
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Applicant: ��� �Tel. o.: � �
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Address: , Date Filed: } j
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**If you would like e-mail notification of sign o,fJ;please ovide e-mail address: �' '� ��� I
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Owner Name: ;
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Owner Address: Owner Tel. No.: '
RESIDENTIAL AND/OR CONIMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
For Septage Disposal and other Public Health Activities.
Please submit three (3) copies of plans, to include: I
. (1.) Site Plan showing existing buildings, water line location,
and septic system location;
(2.) Floor plan labeling ALL rooms within building
(all existing and proposed) —
Note:Floor plans not required for decks,sheds, windows, roofng;
(3.) If necessary, Title 5 application signed by licensed installer
with fee. -
REVIEWED BY: DATE: � ""r I��I �
PLEASE NOTE �
COMMENTS/CONDITIONS: f/ ,/
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ZONING SUMMARY
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ZONING DISTRICT: R-25 DISTRICT
EXISTING
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DWELL.
REQUIRED:
PROPOSED:
MIN.
LOT SIZE
25,000 S.F.
10,765 S.F.
MIN.
LOT FRONTAGE
150'
100'
MIN.
FRONT SETBACK
30'
32.5'
MIN.
SIDE SETBACK
15'
6.4' (EXISTING)
MIN.
REAR SETBACK
20'
21.1'
MAX.
BUILDING COVERAGE
25%
19.4%
SITE
IS NOT LOCATED WITHIN A ZONE 11
REFERENCES
CTF 201964
LCP 19724-D LOT 42
EXISTING
DWELL.
DECK
BENCH MARK - CONCRETE SLAB
AT GARAGE. ELEVATION = 9.9 9
9�
9 '
X01 6A
PLANTINGS
LOT 42 PAVED DRIVE
10,765± S.F.
PAVED I
DRIVE f /
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WR"W 1QFT1 :"__1
,35_3,
SEPTIC
TANK i
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12.1 L
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BUSH
off 508-362-4541
fax 508-362-9880
downcape.com
down cope ea�►i�eering, i�c.
civil engineers
land surveyors
939 Moin Street ( Rte 6A)
YARMOUTHPORT MA 02675
W
EXISTING
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DWELL.
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TOP FNDN.
= 10.2'
D
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FIRST FL.
ELEV. 11.3'
ROOF PEAK
ELEV. 30.7'
/ / 0 . .
-0 O 10.2'
`'
32.5 I ``_'� ./
v PROPOSE
L �� W ADDITION
EXIST. SEPTIC TANK
(REMOVE)
DATE
OF Mq�cSgC
DANIEL A. yGs
OJALA
CIVIL N
46502
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LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 21 PARCEL 9
LOCUS IS WITHIN FEMA FLOOD ZONE AE
ELEV. 11 AS SHOWN ON COMMUNITY PANEL
#25001 CO569J EFF. 7/16/2014
NOTES
1. DATUM IS NAVD88
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT UNE STAKING OR ANY OTHER
PURPOSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LL
LOCATION OF AUNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE
WITH TOWN. NO INCREASE IN BEDROOMS PROPOSED.
5. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS.
EXIST. DECK
(REMOVE)
EXISTING
� DWELL.
�'(K OF MgSDANIEL
SgC'
1,
0 A. .1
DANIEL A. OJALA, P.L.S.
W y,\
MAR 43-2017
HEALTH DEPS:
SITE PLAN
OF
76 HARBOR ROAD
WEST YARMOUTH
PREPARED FOR
KATHLEEN SCHATZ
DECEMBER 6, 2016
Scale: 1 "= 20'
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PATIO
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LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 21 PARCEL 9
LOCUS IS WITHIN FEMA FLOOD ZONE AE
ELEV. 11 AS SHOWN ON COMMUNITY PANEL
#25001 CO569J EFF. 7/16/2014
NOTES
1. DATUM IS NAVD88
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT UNE STAKING OR ANY OTHER
PURPOSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LL
LOCATION OF AUNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE
WITH TOWN. NO INCREASE IN BEDROOMS PROPOSED.
5. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS.
EXIST. DECK
(REMOVE)
EXISTING
� DWELL.
�'(K OF MgSDANIEL
SgC'
1,
0 A. .1
DANIEL A. OJALA, P.L.S.
W y,\
MAR 43-2017
HEALTH DEPS:
SITE PLAN
OF
76 HARBOR ROAD
WEST YARMOUTH
PREPARED FOR
KATHLEEN SCHATZ
DECEMBER 6, 2016
Scale: 1 "= 20'
i
8'-7 1/2" (+/-) i, 12'-0 112" I, 3'-3" I, 4'-9" 1.2'-0"
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30 X 24"
ACCESS
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EXISTING
CRAWL SPACE
—
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PROPOSED I .�
CRAWL SPACE
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@ 36'I O.C.
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5'-4"
PROPOSED
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FOUNDATION PLAN
1/8" = V-0"
FOUNDATION NOTES:
1. MAIN FOUNDATION WALLS TO BE 10" POURED CONC. W/ 2 #5 BARS TOP AND BOTTOM REST
FOUNDATION ON I 0"X20" STRIP FOOTING.
PROVIDE 3 #5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY. PROVIDE #5 VERTICAL
DOWELS @ 24" O.C. HORIZ. EXTENDED 3"-G" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8" X 12"
ANCHOR BOLTS @4'-0" MAX.
2. ALL STRUCTURAL STEEL COLUMNS TO BE 3-1/2" CONCRETE FILLED LALLYjCOLUMNS OR
TS 4X4X.250 TO EXTEND TO FOOTING BELOW. PROVIDE G" X G" X V5' CAP PLATE AND 7"X 12"X3/4'
BASE PLATE W/ 2 @3/4' DIA. BOLTS. WELD ALL CONNECTIONS. FOOTINGS TO 5E3G"X3G"X 12"
SQUARE CONCRETE W/ 3 #5 BARS EACH WAY. OR 4"X4"X.25" TUBE STEEL WHERE SHOWN.
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
4. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE (WINDOWS AND
MECHANICAL).
5. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 41-0" MINIMUM
COVERAGE.
G. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYPICAL..
7. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS.
8. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MUSING, INCORRECT,
OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE QESIGNER BECOME
THE RESPONSIBILITY OF THE CONTRACTOR.
9. GARAGE AND OTHER FILLED FOUNDATIONS: 10" POURED CONCRETE WALL W/ 2 #5 TOP AND
BOTTOM BARS. REST FOUNDATION ON 20" X 10" STRIP FOOTING. PROVIDE 2 @ #5
CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP BARS TO MAIN WALL
BARS. PROVIDE TRANSITION REINFORCING W/ #5 BARS SPACED @ 12" O.C. VERTICALLY.
PROVIDE 5/8' X 12" ANCHOR BOLTS @ 4'-0" MAX.
O
N
0
m
8" THICK POURED CONC.
FOUNDATION WALL ON
8" x I G" CONTINUOUS CONC.
FOOTING - BOTTOM OF
FOOTING TO BELOW FROST
1/2" CDX SHEATHII
NAIL 8d COMMON
NAILS @ 3" O.C.
2- 5/8" ANCHOR BOLTS
w/ 3'x3" PLATE WASHEF
FOUNDATI01
0 1 - .I
NTINUOUS HEADER
MULTIPLE OPENINGS
EXTEND HEADER
TO KING STUD
NAIL TOP PLATE
TO BTM. OF HDR.
2 ROWS 16d NAILS
@ 3" O.C.
--NTNG
D NARROW WALL BRACING
SCALE: N.T.S.
PROPOSED
SECOND FLOOR PLAN
/$„ = 1'-0"
2-
2 PIECES D-4" 2 ROWS OF 16D NAILS @ 12" O.C.
z"
2"
3 PIECES D-4" 2 ROWS OF 1/2- DIAM BOLTS @ 12" O.C.
2"
TYPICAL LVL BOLTING/NAILING
Com? MULTI 1 3/4" BEAMS
MAR,_. 2017
HEALTH DEPT.
NOTE:
CONTRACTOR TO 51TE VERIFY ALL EXISTING VS PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND
MAKE MODIFICATIONS A5 NECESSARY TO PROVIDE
COMPLIANCE WITH DE51GN PARAMETERS A5 ILLUSTRATED.
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THESE PLANS ARE IN COMPLIANCE WITH THE MA55ACHU5ETT5 STATE BUILDING CODE EIGHTH ADDITION / 120 MPH WIND ZONE
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THESE PLANS ARE IN COMPLIANCE WITH THE MA55ACHU5ETT5 STATE BUILDING CODE EIGHTH ADDITION / 120 MPH WIND ZONE
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DATE: 02 / 28 /17
SCALE: 1/4"=1'-0"
DRAWING #:
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DATE: 02 / 28 /17
SCALE: 1/4"=1'-0"
DRAWING #: