HomeMy WebLinkAbout2017 Sep 11 - Sign Off Transmittal, Plans - Expansion ___
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��.�.=�r PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant: ` '�'
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Building Site Locatio� ' � � ,
Pr,oposed Improvement:_��t,d� c�Sr �,G��-�L(,�,� ,���`��* '�., ����'v v� �',M/i
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Applicant: �� 4��1� Tel. No.: �� Z 2/ �ol
Address: �j Z..67 Date Filed:���"l"�
**Ifyou would like e-mail notafication ofsign off,please provide e-mail address:
�Owner Name:����r�P���/' �
�'" Owner Address: �1�����������e,I'��A� Owner Tel. No.:
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RESIDENTIAL AND/OR COMMERCIAL 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:
(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, roofing;
' (3.) If necessary, Title 5 application signed by licensed installer
�
- with fee.
.............................................................................................................................................................................:...........................................................................:........................... ................... ..........................................................
REVIEWED BY: DATE: �l � � �
PLEASE NOTE
COMMENTS/CONDITIONS: �"=;,
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IDCE #16-295
uranin DTn
NOTES
1.. DATUM IS 96YUA
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIOSAFE (1-888-344-7233) AND VERIFYING THE
LOCATON OF ALL UNDERGROUND & OVERHEAD UTLITES
PRIOR TO COMMENCEMENT OF WORK.
4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE
WITH TOWN. NO INCREASE IN NUMBER OF BEDROOMS
PROPOSED. .,
HIOIEDRD
SEP 12017
HEALTH DEPT.
SITE PLAN
OF
#21 BENTBLUFF LANE
YARMOUTHPORT, MA
PREPARED FOR
KEITH FROLEIKS
DATE: NOV. 28, 2016
ScGle:1"= 20' -
0 10 20 30 40 50 FEET
�1NOFHq a�HO: µy, C
o a,� DANIEL N ff508-362-4541
DANIELA. A fax 508-362-9880
CIVIL GJAL4 « I , B—..
Na. nU9nU pe.com
F 6° 4e Blown cape engineering, idc,
II-2FIb �ssmNTe+� 4"os95�c - civil engineers
land surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Moin Street ( Rte 6A)
YARIAOUTHPORT MA 02675
R 15
Nhites PaR
LOCUS MAP
SCALE1"-2000'± -
ASSESSORS MAP 117 PARCEL 10
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
REQUIRED: EXISTING:
PROPOSED:
MIN. LOT SIZE 40,000 S.F. 32,314 S.F.
32,314 S.F.
MIN. LOT FRONTAGE 150' 50'
50'
MIN. FRONT SETBACK 30' 62.0'
62.0'
MIN. SIDE SETBACK 20' 16.3'
16.3'
MIN. REAR SETBACK 20' 50.1'
39.1'
MAX. BUILDING COVERAGE 257 5.07
6.89
SITE IS LOCATED VATHIN THE AQUIFER
PROTECTION OVERLAY DISTRICT
OWNER OF RECORD
ROBERT R FROLEIKS
9 SURREY DR
BOW, NH 03304
REFERENCES
DEED BOOK 27423 PAGE 30
PLAN BOOK 339 PAGE 87
SITE PLAN
OF
#21 BENTBLUFF LANE
YARMOUTHPORT, MA
PREPARED FOR
KEITH FROLEIKS
DATE: NOV. 28, 2016
ScGle:1"= 20' -
0 10 20 30 40 50 FEET
�1NOFHq a�HO: µy, C
o a,� DANIEL N ff508-362-4541
DANIELA. A fax 508-362-9880
CIVIL GJAL4 « I , B—..
Na. nU9nU pe.com
F 6° 4e Blown cape engineering, idc,
II-2FIb �ssmNTe+� 4"os95�c - civil engineers
land surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Moin Street ( Rte 6A)
YARIAOUTHPORT MA 02675
13'-1 20'-0" NEW AZEK DECKING
2'-0' 11'-10" n
NEW
CABLE RAILING SYSTEM
STUD FRAME WALL
2X6 0 16" O.C. 7'-0 1/4" 7'- 1 4"
____ _ _
_._..._._..__.._.__-___......__._..__..._.._...... .............. ............._._._..—.. _._._._................_"
i2 .. ._ _._. ._
2&3 _...._..---'-.. ---._..._....--_..__._...----..__._...__._....-_---------._......--'--'--'-
..__.._._.....__......_.______._...._._......__.._.._.._...._..._ 77 .. _
A.0 B
g'-6•
NEW ALUMINUM DOOR A.S
.._...._....._..._.....__...._........................................ ..
t •`� `I DROP TOP OF WALL 6 g_:-_.::.-::.`-..-:_::_::.F).:..._..—::_:.-::.-_.-::::::::....:'::._::::.-.-:.:-::_::.-'_-:::_:.-.:_:_::::.=:_-.-::::::_:
--- / / TO BE 4 LOWER THAN A.O A.O ',iI _ A
SLAB ELEVATION I_
9-
r' ---- --- - ----- - ------- - - - - -- -- -
.
-----------------------------
_ �'lii Ilii
6%6 PT POST W/ POST BASE 1 r-------- ------------•
ON 10" DIAM SONO -TUBE RIMS W/ 28' BIGF00T FOOTING MAINTAIN 48" MIN. ;pyFOOTING COVERAGEKILWALLS
v EXIISTING&WALLUO 12" BO.CSVERT IN TO o a I l 'N E IiW ' I l N E W
DRILL q TIE NEW WALLS TO EXISTING SIC RIE Ilk E G K I TC H E N
NEW Til P'IORCH o I�fTE_-ROOM ry
SAWCUT NEW MASONRY ! I ! cEi 111 c IFAr•I " I ' ' -- G^I `S E A ;I R O'O M
n OPENING INTO EXISTING WALL BASEMENT - CATHEDRAL. FOR ACCESS .I I'I II II! I!
4" CONCRETE SLAB ON PROVIDE CHARCOAL COLORED C68 0° O
o
6 MIL POLY VAPOR RETARDER - - - - o INSECT SCREENING BELOW - TR
ALIGN SLABS i, DECKING Q ®� ;`r `... _..__._•' - ;
BASEMENT NOTES:
1. MAIN FOUNDATION WALLS TO BE 8" POURED CONC. W/ 20#5 TOP
& BOTTOM BARS. REST FOUNDATION ON 10•X20- STRIP FOOTING.
PROVIDE 30p5 HOR12. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY.
PROVIDE5/8"X12" ANCHOR BOLTS 0 4'-0" O.C. MAX.
' 2. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
3. DUST CAP TO BE 4" POURED CONC. ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES.
4. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
5. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0" MINIMUM COVER.
6. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP.
7. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS.
8. CONTRACTOR SHALL NOT SCALE DRAWNGS FOR DIMENSIONS. ANY MISSING,
INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION
OF THE ARCHITECT BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
'ALIGN W/ POST ABOVE
_-______-_1
b
I
___________.
i--
I
EXISTING j
BASEMENT]
4
PROPOSED FOUNDATION PLAN
SCALE : 1/4" - V -
NEW FLOOR JOISTS SHALL BE 9.5• TJ1110 O 16' O.C. FRAMED FRONT TO REAR OVER GIRT.
UNDERSIDE OF NEW I JOISTS SHALL BE PROTECTED FROM FRE
AUE-N NEW BASEMENT SLAB W/ EXISTING
CONTRACTOR SHALL TAKE CARE NOT TO UNDERMINE STRUCTURAL INTEGRITY
OF EXISTING WALL AND FOOTINGS
CONTRACTOR SHALL ADJUST TOP OF FOUNDATION WALL HEIGHT AS NECESSARY
TO ENSURE THAT NEW FINISH FLOORS ALIGN.
REP
REPLACE
REPLACE
TYPICAL NOTES:.liL.-,)i
1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATION OF
THE CONDITION OF ANY EXISTING STRUCTURE, EQUIPMENT OR
ARCH
APPLIANCE AS PART OF BASIC SERVICES UNLESS N IS PART TI '.
MADE' ONLY
SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS
MAGE ONLY BY MSUAL OBSERVATION. IF THE ARCHITECT'S DOCUMENTS - 1.%/-'.%T'�''%.' :.
REQUIRE CHANGES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE '"`"'"'
AT THE TIME OF PREPARATION OF THESE DOCUMENTS, THE SERVICES
WILL BE ADDITIONAL SERVICES.
STRUC 0 -'-- %
2. FRAMING
ENGINEER R ARCHITECT SHALL PERFORM FRAMING INSPECT70N
EN -
/f
WH FRAMING B COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
TER R
WALL PLASTER BOARD/FINISH.
3. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL - `1".
'.%;
EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION
DO
AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE";:
NECESSARY. TO INSURE SUCH PROTECTION. L-, ; ,i
4. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED Lam`,,- ')`
ONS PRIOR AND DURING CONSTRUCTION AND NOTIFY ARCHITECT 'L: .�;':"%
OF AN
OF ANY DESCREPANCICIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
/
5. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARYWALLS/
SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL
L,
IN OF EXISTING HOUSE. �: ji -
6. CONTRACTOR SHALL SITET/VALL EXISTING V9. PROPOSED
DURING
CONS
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS
r-
T, l
AS NECESSARY TO ENSURE COMPLIANCE ANCE WTH DESIGN PARAMETERS AS
1 ,
WORK PROGRESSES.
7. DASHED UNES INDICATED EXISTING CONDITIONS TO BE REMOVED/ALTERED.
8. WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT
DOCUMENTS, PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE
THE WORK"
9. ARCHITECT'S DRAWNGS DEMONSTRATE DESIGN INTENT. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO COMPLETE THE WORK IN A MANNER THAT ACHIEVES
DESIGN INTENT.
PROPOSED FIRST FLOOR PLAN
SCALE : 1/4" = V -O"
=rchl t5
i
architects interiordesigners builders
400 MAIN STREET
CHATHAM
MASSACHUSETTS, 02633
TEL 15081 241 - 1757
299 WHITE'S PATH
SOUTH YARMOUTH
MASSACHUSETIS, 02664
lel X508) 362 - 8883
(508) 760 - 2800
fox (508) 760 - 5800
W W W.ERTARCHITECTS.COM
PROPOSED
CONDITIONS
FOR:
KEITH
LYN N
FROLEIKS
21
BENT
BLUFF
LANE
YARMOUTHPORT
THESE — ARE NOT TO BE U5ID
FOR PERMITTING OR CONSTRUCTION
t —ED
PNR�OSES UNLESS ST PED
iH AN ORIGINAL CMTECTS
STAND AND EINAIURE k NARKED
A$'?ERWT SEP' OR'CONSTNUCTON
2. B ERT MCNITES, INC.TD. THE DWNGS RAAND
All OF THE IDEAS, ARRANGEMENTS, PREGEN, AND
TANS INDICATED BY AND
OR N TNT HIED
TOF EBT, ARE OVNEO BY ANO REMAIN THE PROPERTY
OF ERT ARCBY ANY, INC. , PART THEREOF SHALL
BE Ulmy BY ANY PERSON, FlRN, CN CCRPGRATION
FIXE RWST�P GF NE2— ERT IAR6fITEECTS�I'NCC..
PROJECT N 350816
DATE ISSUED;
REVISIONS:
08.08.2017 DOOR & BUILT-INS
PERMIT SET
PROGRESS SET
PRICING SET
PROGRESS SET
REGISTRATION
SCALE: 1/4'=1'-0'
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
SK.1
TOTAL NUMBER OF SHEETS
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
FIR'.
MA'
WHI'
ALU
7X7
CAB
WC
FIR'
MAT
ALL NEW WNDOWS & DOORS SHALL BE MARVIIN INTEGRITY SERIES, SIZES NOTED
ALL NEW TRIM SIZES & DETAILS SHALL MATCH EXISTING
REPLACE ALL ROTTEN TRIM W/ NEW AZEK OF LIKE SIZE
ALL NEW TRIM SHALL BE AZE
ALL SIDING AND ROOFING SHALL BE NEW
SCALE : 1/4- =
FIRST FLOOR
f TO EXISTING
SEMENT SLAB
f TO EXISTING
TE SEAMLESS
IUM GUTTERS
WC SHINGLES
ZNER BOARDS
LUNG SYSTEM
FIRST FLOOR
I TO EXISTING
6X6 PT POST
FIRST FLOOR
Y TO EXISTING
®hi is
architects interior designers builders
400 MAIN STREET
CHATHAM
MASSACHUSETTS, 02633
TEL (508) 241 . 1757
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
lel �508� 362 - 8883
�508� 760 -2800
lax (508 760 - 5800
WWW.ERTARCHITECTS.COM,
PROPOSED
CONDITIONS
FOR:
KEITH
LYN N
FROLEIKS
21
BENT
BLUFF
LANE
YARMOtUATHPORT
THESE PUNS ARE NOT TO BE USED
Fpt PERYITDNO OR CwSTRUCRw
PUR — UNI— STAMPED h SCRED
_ AN DWCINAE ARCIAl—
STAMP A
N
9wA1URE k YAAKED
AS 'PEAYIT SEP w "Cw51R,CT.
soERT ARamECTs, INC. THE OR— AND
O EAS
ALL OF THE M, MflANGEYENTS, OESGNS, AND
PUNS RE CA DO THER[w DR IN THE I11E0
1Of OFT ARE ONNEO BY AND —TT THE PROPERTY
E ERT ARCiY ANY. WG , PART THEREOF WALL
BE URU3F11 BY ANY PERSON, FlRY, OR RCVOADw
F P ANY ON OF T, E%CEYT ww �EtlFlC WIND.
ERulssw of THE FlR ERT ARwITECTs, we
PROJECT # 350816
DATE ISSUED:
REVISIONS:
PERMIT SET
PROGRESS SET
PRICING SET
PROGRESS SET
REGISTRATION
SCALE: 1/4'=1'-0�
a 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
SK. 2
TOTAL NUMBER OF SHEETS
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS