HomeMy WebLinkAbout0361 WAKEBY ROAD - Health r361 Wakeby Road —
Marstons Mills
A= 140-107 `'
Y
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
---------
-.T w'` ---------OF....4��i....AST.9A� ......_.. ...
40ratiun for Disposal Works Tomitrur#iun Prrmit
Application is hereby made for a Permit to Construct (L-7 or Repair ( ) an Individual Sewage Disposal
System at:
W��r�s� /�o A'li�izsTo,�s--•--•�..�-----------------------------�.'-T---�-----------------------------------.•....------
................_--• ............... - - -----•----
Location-Address ..---•-----•---.-•-.-.-----•-•..----------or Lot No.
------------------------------- ----------
Address
a .�� S L-� ?.ZtiG.................•---...-- ------..2' .vs---...... G�s
53 d Type of Building Installer Address
h�
Size Lot_._.__.._ S feet
Dwelling—No. of Bedrooms..........................................................................Expansion Attic ( ) Garbage Grinder ( )
'4 Other—Type of Building No. of persons............................ Showers
Gi YP g -------------------•------•- P ( ) — Cafeteria ( )
a Other fixtures -----------------------••-----•• .
W Design Flow................
............................ per person per day. Total daily flow...........33.v.....................gallons.
Septic Tank—Liquid capacity_`000_gallons Length....16 y. Width.¢�..`'._ Diameter................ Depth.4E_
W Disposal Trench—No. .................... Width............. Total Length.................... Total leaching area...-------___-------sq. ft.
Seepage Pit No..................... Diameter....../.4........ Depth below inlet--__4......_.... Total leaching area..Z35:L sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed b ...«u! �.......*4 -....
... Depth to ground water_.__..-"_____•_-____.
(Z4 Test Pit No. 2-----G Z_._minutes per inch Depth of Test Pit...... Depth to ground water________ ____________
9 ...............................................................................................................�/i..__...._.__L_._......-_•_----••__•__-.-
O Description of Soil......._. _".- 39`� WBoO�o%1�y fl" ,rc��- sciL �34C 14-4 1
....... ---------------------------------•-----------••---------------------•-••---••-••••..---•-
(xj �' ' Ls�s----.5'.g�vv-----�--�'e..9_ssGrL
W
V Nature of Repairs or Alterations—Answer when applicable........................................................................................._......
.............................................-..........................................................................................................................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TAIT111 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has bee i ed by the board of health.
Signed vj `
Application Approved BY ....... -b �Li .....
/•� � t
Date
Application Disapproved for the following reasons.----•----------•------••-------•--------------------------------------------•----------•---••-•---•-......_..._
...--•............................................•--.. ...--••------..........---•-----------------------•--•------....•-•••---•------........--••--------....-•--•--••------••Date •----•--....
Permit No......87..?__—h./Y
•-------..... Issued---------------- - ------•-----•----•----------------
Date
No..v
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH-
................
.wA.i......_OF.....�.��2•� s_T-A15e&
••---•.............•---
,Z 1pp.lirati n for Dispaiial Workii Tomi$rurti n rumit
Application is hereby made for a Permit to Construct (vj or Repair ( ) an Individual Sewage Disposal
System at:
W/Ic6 o /fie, �'l lsTOA,-s IX16 s 4oT-
................_....... -•'-..............._.....'-'-.....---.._....•--'-'-•-'......_•--------- ............................................
Location-Address or No.
Lot o.
.._......� `v4r T.....y-----------------'-•-'---'-'-' ...._____..-•..---
Owner Address
� Installer Address ��+ ��
VType of Building 3 Size Lot.________�_____------- ___Sq. feet
Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
aOther—Type
of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
dOther fixtures ••--••-••••••-•-•-•---...--••-••-•••-••-•----•••••-•.............•-•--•---•••-•-•--•... ..............................................................
W Design Flow_________________
.......................... per person per day. Total daily flow____-__-•-_3.3 0................_----gallons.
WSeptic Tank—Liquid capacity_f000gallons Length----- ..6.... Width..4.'d_11/_. Diameter-------------_- Depth..s_"19'-.
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area--------------------sq. ft.
Seepage Pit No--------------------- Diameter------- Depth below inlet........... Total leaching area__a3 _`__sq. ft.
Z Other Distribution box ( ) Dosing tank ( ) ��� S��/ /���
~' Percolation Test Results Performed b «� � ........ Date---•__.--_•__________ ___________ .
a Y -----------------------------
Test Pit No. 1....G:.�__minutes per inch Depth of Test Pit...... Depth to ground water-.--- -------------
4q Test Pit No. 2_____ __.__._minutes per inch Depth of Test Pit....... Depth to ground water----------- -----------
----•---•----------•...........................•--------------.....--------......... -----•-----•-•--- -------------------------
O Description of Soil_.........2`'_-_3(-'i til6voiO4-sue W Sue- Sa�L 3L '�-/¢�1'�
---------- -------------------
•-------------------------------------------------------------------------
•---------------
W
---•••--------- -------•----------•....-••••-••-•-•--••-••--------••-••••--.....-•---••••-•----•-••-----•-•---••....-•--••------•-•---•---•-•------••••••••-•----...•-•--•......--•-••-•-••---•----•-•-
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
------------------------••••-------•-•••-•-•-••--•--•••-•-•-••---•-•••••------••-•--------••-••-•---••-•-••-•-•------------•••--•--•••-•••-•--•----••••...------•-••-•••••••-••-••-•--•..._•--'-----•••
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of:TTI.ad.
p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has bee is?trpd by the board of health.
Signed. ............. ------
Q to r'7
Application Approved By. _--- ---(T Y��11 ...... - --......... -f�f''--ZS
Date
Application Disapproved for the following reasons.----•------------•---------...................................................................................
--•-•-•-•-••---••••••---••---••••-............... -------------------••-•---•--•--•---------•-----•-••----•-••-•••••--•-••• --•••---------•••-•-••--•----••••-••--------•••--••-•••-------
Date
Permit No._..... �t - --------------- Issued--•---------•-- .............
Dste
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
................ !^ !cl.......OF......... '1��(iSTrfG.��'..................
Trrtif iratr jot Tontltfiatirr
THIS TO CERTIFY, t the I di 'dtta rage Disposal System constructed ( vf'ror Repaired ( )
by_...__..... ... .! / l Sewage Disposal
-----/---------......----•--------'-------.......-------•--------
at-•-•-- ! _A. !� � of ---0. ... / ............................................................
has been installed in accordance with the provisions of TI' -_ 5 of Th to Sanitary Code as described in the
application for Disposal Works Construction Permit No .. .....��__G/._...__ dated--...__.._.•....................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE................................................................................ Inspector....................................................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
---- �u s�
(�/q .............. �
. �.-�
NO... ....�....----••- FEE........................
Dtsposa orkii Tonotriuli/m[r rr ,�
Permission is hereby granted......... ... - .l!-! _.�................`
to Construct (t-df or Repair ( ) an Individual Sewage Disposal System
---------------------------------------------- •
at No. --.......------. . `
Street
as shown on the application for Disposal Works Construction.�—ifft __'u!__` d....o------------------__�._........
-----•• weft! -------•-•--------------
DATE. -- — ` Board of'Hea h
1 ----
FORM 1255 HOBBS & WA EN, IN .. PUBLISHERS
(o' TOWN OF BARNSTABLi
LOCATIONJA 3 � ;"�j� l�L i SEWAGE #��,
VILLAGE
� GD
{ t_•,-, F,ASSESSOR S MAP do LOT
INS`rALLER'S NAME & PHONE NO. !l t_:3_ AIJ
SEPTIC TANK CAPACITY
LEACHING FACI LIT Y:(rype) (size) OCR Cl
w
NO. OP BEDROOMS _PRIVATE WELL OR PUBLIC WATER
BUILDER OR OW14ER
DATE PERMIT ISSUED: Q L
DATE COLIPLIANCE ISSUED: I
VARIANCE GRANTED: Yes No J
���
� �``-
'j. � �
,.���, ..
Tes I�L.¢� S14,6Z`7' o f Z JM56- ;7's N
-•t /R'f .. / /y/GAS
"LOCATION ., . . . . . . ... ...
SCALE . . . / . . 1520'. DATE ocr i z,
PLAN REFERENCE
f ✓ `� p�� , �e�______r ��v. ,w� OF
,0Gclo
Lo7- 1
F-7-. !' Le"�t�r
poe
00
to
0
� t
! 69
4
J i
V
/ Sr cum ;veC-1 a
zoT
r
ti
EDWARD
E.
o K L EY
N r'26100lo
,o \
f
1
.SHEET 2 GF L SHEDS
1
kv
TOP OF FOUNDATION
a` I
CONCRETE COVER
CONCRETE COVERS
Z37 e o 4"CAST IRON 12'r� �� 12"MAX.
OR SCHEDULE 40 4"SCHEDULE 40 PVC.(ONLY) 2"
P.V.C. PIPE PIPE - MIN. LEACH
PITCH I/4'�PER.FT PITCH 1/4"PER.FT. PIT
o ° PRECAST
oFE
VERT 4 a LEACHING
o ..$3r6s.. INVERT INVERT P . °•;" PIT OR
SEPTIC TANK EL pg,L�' GIST. EL82,7S , >= EQUIV.
,.c INVERT BOX - 0:
834Z /Poo GAL. INVERT �; L' j=a 0.
o; EL......•...... " " gL INVERT ..�. 3/4 T011/2�
.� EL....�1z ELz,So ILo �: WASHED
o,° �oi � /G � '• Ez7[So ' STONE
PROFI LE OF GROUND WATER TABLE
SEWAGE DISPOSAL SYSTEM
NO SCALE
SOIL LOG _ WITNESSED BY :
5��7" / / 49 /U ov/� �j/. �/�//!�!G , BOARD OF HEALTH
DATE .. . . . r.� .1�.. TIME. . . .. . . . . . . . . . . . . . .
TEST HOLE I TEST HOLE 2 j. ENGINEER
ELEV. .
DESIGN DATA .
.3411NUMBER OF BEDROOMS
Cz, 8/S
60" TOTAL ESTIMATED FLOW . . . . .. GALLONS/DAY
._BOTTOM LEACH NG AREA 78.'�� . SO.FT. /PIT/C p,�
Q S � SIDE LEACHING AREA . . .�'�7•.�&. SQ.FT./ PITP3 Z,7G,PP
QzloyeZ CQ �- GARBAGE DISPOSAL . !VP NC (50% AREA INCREASE)
TOTAL LEACHING AREA . .Z-35��'. SQ.FT
� �� EL 7z,�� PERCOLATION RATE �C-55 7 7'h/o MIN/INCH
LEACHING AREA PER PERCOLATION RATE .47�:Z SQ.FT/G.RD,
.No.WATER ENCOUNTERED a v� PiT W17 V
NUMBER OF LEACHING PITS . . . .
APPROVED . . . . . . . . . . . BOARD OF HEALTH � ��
DATE . . . . . .
AGENT OR INSPECTOR6,44
/b �o`� EDWARD o ^_ j I
L. A? � s s
nD� o
E EY
73y. . D . . . f 100
W/)-��
o Tt ISTR
!�72ST!�/S !!��.•S• ss�o%✓q L Ldw�S� SaNrtae.�a�'
PETITIONER : S /`l C' 2 '` �
(o j /� TOWN OF BARNSTABLi
LOCATION j 7 . .• ,`. SEWAGE - EMI
PILLAGE ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY :J _
LEACHING FACII_1TY:(cglpe) r cij i (size) 061_!
NO. OF BEDROOMS t —PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER � 7/�'
DATE PERMIT ISSUED: LQ
DATE COMPLIANCE ISSUED__ � _ �j} -�
VARIANCE GRANTED: Yes No ✓
•
NEN EXISTING
TOWIN OF RARNS TAB LE
A r c h o v e-t u e
RIDGE VENT A e s I g r,
L
H AUG 3 1 AM 10: 4 5
30 YEAR vo Bo. ell
ASPHALT SH INGLE5
(TYPICAL) E-1F.,t...:h,, MA ez536
INSTALL GUTTERS — — — — — — — — — — _KATER — — — — — — — — —
AND DOWNSPOUTS SHIELD
(NOT SHOWN)
TOP PLATE �L4 FASCIA. .......... ........................................... DiVIST-ON
NCWER BOARD--�
.... RIDGE
VENT
.....................
WINDOW T ................ . .............. ..............
............... 11
I'i
�_:7= BREEZEWAY ROOF
j LEE .................
................................ . .............
FRONT ONLY
(TYPICAL)
1 4
...........
............. ........................................................................ ---------- ..............................
............ _:bbbbbbdd44::_L:::_:..:: ...........
.................................
TOP OF ........................................ L E WATER
SUBFLOOR ---------- —----- SHIELD
CLAPBOARDS EXIST.
ME EM
LA To MATCH EX -—-------
o (FRONT ONLY)
TOP PLATE
.......... .........-
.......... "M C3 ji
...........
A I FF1
M
........... . ....... ..............
iv CORNER BOARDS.. ......... ............................... IN] —
TYPICAL) .................... .............
..........
.......... ..... ............--
................................. ................
.............
.................... . .... IE .3- .1 11 N E I I I
........... ................... ............. 11 ==171=1
........................... .........................�.L �n
............ . ................
DOOR TRIM
.............
TOP OF (�PICAL) ......................... .................
11E;
TOP OF EFE,
FOUNDATION T_ L NEW STAIR\�--I,T.FRAMED CUSTOM
UATION
STOOP ALUMINUM SCCEENSY
5
CREEN In
ER DOOR
S of.SUPPL DWI
IERS
14
od
NEW EXISTING
TOP OF
FOOTING
W557 ELEVATION
SCALE: 114`-1'-0`
LINE OF EXISTING 12 12
STRUCTURE BEYOND a 1 3 ON I B a
S RAKE BOARDS
3 ON 1 8 (TYPICAL) 12
12 RAKE BOARDS, TYP. 7
7
TOP PLATE TOP PLATE
(FRONT) BREEZEWAY ROOF:
2 X 6 RAFTERS*16.1 0 C HAI
\RIDGE VENT
1/2"CDX PLYWOOD BLEAT ING
CLEAR GRADE 2 10 ZE/ 5V FELT PAPER
NEW WHITE CEDAR f WATER SHIELD;ST 36"
BREEZEWAY SHINGLES, 5-T.W. 320EYR ASPHALT ROOFSHINGLES
TOP PLATE r'- ROOF BEYOND ---CLEAR GRADE 12
(REAR) 12 WHITE CEDAR 0 12
7
4 SHINGLES, 5"TA. TOP OF INSTALL GUTTERS �4 14 *11 CLIPS 0 0
TOP OF
SUBFLOOR SUEFLOOR AND DONNSPOUTS--I, 2 6 CLING,JET. EACH RAFTER z
ru
16 EE
_7 I X 8 FASCIA I
'-OF PLATE 5 TOP PLATE C,
1
CORNER
BOARDS, TYP. PLANCAER BD. K/ z
iV I x 5 2 X 6 HEADERS z
0 r CONT.STRIP VENT
SCREENED cli 0
CORNER BOARDS OF OPENINGS-D DOORS (2)2. 10 H/CUSTOM (TYPICAL) DOOR
ALUMINUM 1/2" PLYHD. SPACER
DOOR
+SCREEN
PER SUPPLIERSWINDOW CASING NO WINDOW CASING SHOP DAGS. ON SIDES +REAR
SCREENS PER
ON SIDES..REAR CUSTOM ALUM.
TOP OF SUPPLIER'S
TOP OF SHOP DRAWINGS
SUEFLOOR J SUEFLOOR
A/
Top OF BEYOND
DECK
TOP---:FOP OF Ir 5 OND
FOUNDATION iv== I FOUNDATION
L Y-1 2 (2)2-8
P. DEC
�N CENTE RIM JOISTS
BID WELLS AS 'D� JOISTS
L11
`BULKHEAD BULKHEAD INSTALL
P.T. FRAMED DECK !-RwA0,4,:.
Tf ON GALVANIZED WITH COMPOSITE Li 7 DECKING Li
EXTERIOR
ELEVATIONS
OP
_�OP OF fFOOTOINFG
FOOTING
NPIR7H ELEVATION _50L)Ti- ELEVATION/ SECTION 'IS''
SCALE: 114"=I'-0" SCALE: 114"-l'-0"
160-1--;;- A1 . 1
/ z
R �� /�
EXISTING NEW
s
RIDGE VENT A c ho v er t u r e
.� tlesiyn
30 YEAR
ASPHALT SHINGLES Pa Bo. B11
/ (TYPICAL) Eaal I, lmouth. MA 02636 t
111,111,1116
INSTALL GUTTERS
AND DOWNSPOUTS
(NOT SHOWN) TOP PLATE
(FRONT)
RIDGE VENT _ICE+WATER x B FASCIA +
SHIELD �PLANCHER BOARD _
NEW T
(TYPICAL) n
BREEZEWAY ROOF \
CLEAR GRADE TOP PLATE
WHITE CEDAR (REAR)
SHINGLES, 5"T.W.
P
TOP OF
L ICE+WATER SUBFLOOR O
7 TOP PLATE.
SHIELD
.......... ....__. ................ -
� _
P.T.4 x 4 OI A CORNER BOARDS, TYP.
P05T Q -
CUSTOM � 4 'i
4LUMINUM SCREENS �PER SUPPLIERS ❑ ❑ I €: I::: mi
SHOP DWGS. �VI { -
(4 EQ. PANELS) � Y 'I � ! NO WINDOW CASING
R i��LL ON SIDES a REAR
1 t TOP OF _
SUBFLOOR 2 Y
TOP OF U
FOUNDATIOCc
P.T.FRAMED DECK INSTALL WINDOW BULKHEAD
o
WITH COMPOSITE WELLS AS REQ'D�
_ _ DECKING cts
I
EXISTING NEW 7i
TOP—FOOTING
i✓
U M o
U �
EAST EL-EVA71ON �
SCALE: 1/4"-0-0"
RIDGE VENT
REAR ROOF:
2 12 RAFTERS*16"O.C.W/ —2 x 12 RIDGE I
1/2"COX PLYWOOD SHEATHING / FRONT ROOF:
IS.FELT PAPER 2 x 10 RAFTERS 0 16'O.C. W/
ICE♦WATER SHIELD IST 36' I/2"COX PLYWOOD SHEATHING
30 TR.ASPHALT ROOF SHINGLES 12 15U FELT PAPER
0 ICE*WATER SHIELD IST 56"
ATTIC
30 YR.ASPHALT ROOF SHINGLES
12 —H2S CLIPS
R-3BC BATT T 2 B®I6 O.C. EACH RAFTER
INSULATION—\ CEILING JOISTS
-- x 0 FASCIA+-
AIR BAFFLES® 11; �FLANGHER BOARD W/
TOP PLATE CEILING LOCATIONS ( `Y"' \ - CANT.STRIP VENT
(FRONT) FORMED BY RAFTERSYy `R-30 INSULATION (TYPICAL) _
i
SECOND FLOOR CONSTRUCTION
Y�;,;,.�.,, - 3/4x T6G PLYW00D
BEDROOM #2 GLUED i NAILED
m RAILING+ 9 1/2" ENGINEERED
TOP PLATE BALUSTERS FLOOR JOISTS PER
r
(REAR) INSTALL GUTTERS - SUPPLIERS SPECS/DWGS.
AND DOWNSPOUTS 0 BALCONY
j
TOP OF - _ Z y O U
SUBFLOOR - TYPICAL EXTERIOR WALL: O O m
- - LIVING ROOM SIDING AS SPECIFIED � � S 2 �
TYPAR HOUSE WKAP • -
TOP PLATE - I/2"COX PLYWOOD h w O U
STAIR \ x 6 0 16"O.C.2 2
BEYOND CANT `—LVL GIRT PER �? R-21
BATT INSUL. ^O y O ¢ w
SUPPLIER'S SPEC. N 0 o Z N
DEN N y D
- FIR�T FLOOR CONSTRUCTION w U
- 3/4 T!G PLYWOOD a ¢ '
COMPOSITE DECKING ON _ GLUED S NAILED j
2 x B P.T.WOOD FRAME- 9 I/2° ENGINEERED
ALIGN HEIGHT OF DECK FLOOR JOISTS PER
TOP OF W/DECK AT BREEZEWAY SUPPLIERS SPECS/DWGS. O
SUBFLOOR ,:.1.-i
D S o m
v R-30 INSUL. c I,
- TOP OF m
FOUNDATION ` - 51LL PLATE,—/
Lj-o 4h 3-)LI'lll �' r - TYPICAL Yl +lij
qg UNFINISHED _ EI"141 }.4x yp
rtLt- BASEP•IENT ___. LVL GIRT PER ' DAMPPROOF
: SUPPLIER'S SPEC. I BELOW GRADE
o
LINE OF B"CONC. -
�JE1 STAIR �-� 3 I/2°DIA. FOUNDATION
LALLY COLUMN
BEYOND - WALL
EXTERIOR
rJ-, /-KEYWAYOUS ELEVATION/
TOP OF
• FOOTING
\ 16"n 9"EONS.
-O x 50"x N Y `4"CONC. SLAB OVER FOOTING SITTING ON SECTION
GONE. FOOTING 6 MIL.POLY BARRIER 6 VIRGIN NG BOTTOM
(SEE FND. PLAN) COMPACTED SOIL OF FOOTING MUST ..
NOT SLOPE GREATER
THAN LOX
BUILDING SECTION "All n ■^
.SCALE: 1/4"=il-O" - /� L
A r c h o v e r t u r e ,
design
PO Ba 8))
East Falm"u�". M 0)5l6
GARNER OF
E%I STING
NEW CONC. SEPTIC TANK
PAD FOR
7'MAX.STEP q
UP TO DECKS
(LOCATION T.B.D.)
CUSTOM
ALUMINUM B
SCREENS
PER SUPPLIERS AI.I
SHOP DWGS.�
m 3070 EXIST.
o in O 3060
IB'x 10' o
DECK ti- TOP OF NEW FINISH DECKING
SCREENED TO ALIGN W/BOTTOM EDGE
a BREEZENAY OF EXISTING DOOR SILL
p
LINE OF NEW O in RIDGE 4BOVE� m �
-- -—- EXISTING GARAGE
3060
(2)2 x 6 9-CITE
5 E CO
CO O O o I y
m ET.
q UP
DINING AREA --- --- _-- --_ V
\—(2)2 x 6 LIVING ROOM rD
NEW CONC. / 03
PAD FOR J/ T
---�K / `I MAX.STEP
BILCO"C" ✓ UP TO DECK �D ID. W
BULKHEAD ———— ——— ---T EXISTING EXISTING ,x
F----I ----
-0..x B'-0.. .�
)" DN.1 OVERHEAD DOOR OVERHEAD DOOR 3
— ———————— ————
o -----_ ----------- C� •-• fn
• - - ": ------_ —_— — / —NEW STAIR
CLO5.
- - � 0 CONFIGURATION V �
% I IU - �.,t cad
'.a j m Z. Ito EXIST.DECK
D
KITCI-IEN 0�U n rye" m I�' r UP GIRT ABOVE
-------
DEN
_ BATH -
REF. \/,
�a I Iu:l� o
_ __I_ a6I1o1 x36 l I 'I IIN j
306E e u
2-CITE
P.T. FRAMED O OB OA
STOOP
(42"D.MIN.)
FIRST FLOOR PLAN
A SCALE: 1/4"=1'-O"
AI,2 FF y
Z
0 U D
DIMEN9ION-LEGEND1 WALL LEGEND: 00
5301.2.1.2 INTERNAL PRESSURE. WINDOWS IN BUILDINGS LOCATED IN WIND BORNE DEBRIS REGIONS SHALL r• DIM' - DIMENSION TO EDGE OF STRUCTURE 2 x 6'WALL
HAVE GLAZED OPENINGS PROTECTED FROM WIND BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS / ✓ / ! o a w rn
A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE BUT UTILIZING 1 Z===� 2 x 4 WALL N O O =
THE WIND LOADS SET FORTH IN THE 7TH EDITION MA BUILDING CODE.GLAZED OPENING PROTECTION FOR 1 DIM. DIMENSION TO CENTER OF OBJECT pjza
WIND BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTME E Igg6 AND N OU
OF AMSTE E IBB6 REFERENCED THEREIN.
EXCEPTION: WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH AND A MAXIMUM SPAN - w
OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDING5.PANELS
SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. o c
A
TTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 5501.2.1.2 OR SHALL BE DESIGNED TO
RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF
THE INTERNATIONAL BUILDING CODE BUT UTILIZING THE WIND LOADS SET FORTH IN MA BUILDING CODE
7TH EDITION CHAPTER 5. > f
W I N D O W S C H E D U L E D O O R S C 14 E D U L E "
TAG SIZE ROUGH OPENING NOTES - -Ty. TAG TYPE 51ZE ROUGH OPENING NOTES
A 2446 2'-6 I/5'x 4'-B 7/5' 10 I INSULATED, FIBERGLASS, 4 PANEL, 2 LITE 306E 3'-2 1/2"x 6'-II' FIRST
B 2432 2'-6 1/8"x 3'-4 7/8 2 2 INSULATED, FIBERGLASS, 2 PANEL, q LITE 3060 3'-2 1/2"
C CN255 5'-5 I/4"x 3'-5 5/0' 1 3 CUSTOM ALUMINUM SCREEN DOOR 3070 SEE SUPPLIER FLOOR PLAN
• WINDOW SIZES BASED ON ANDERSEN 4 ANDERSEN FRENCHWOOD GLIDING PATIO DOOR FWG60611 6'-0"x 6'-11" SEE RESTS ANT OPERABLELASS
N FOR
OWNER TO SELECT MANUFACTURER, COLORS AND ACCESSORIES. PANELS
AT LEA5T ONE BEDROOM SHALL HAVE 3.3 90. FT. NET CLEAR OPENING.NET CLEAR OPENING SHALL BE OWNER TO SELECT DOOR MANUFACTURERS, STYLES, COLORS AND ACCESSORIES..
20' IN WIDTH 4 24" IN HEIGHT AND SHALL HAVE A SILL HEIGHT NOT GREATER THAN 44".VERIFY ALL
ROUGH OPENINGS WITH SUPPLIER. A2. 1
PROVIDE EXTENSION JAMBS FOR WINDOWS IN 2 z b WALL CONSTRUCTION
4R
A r c h o v e r t u r e
design
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W 1i O O Z
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DOOR HEAD
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SUPPLIERS'SPEC.
EXTERIOR WALL INTERIOR/ EXTERIOR
SECOND FLOOR INSULATED HEADER WALL INTERSECTION � � ■ n
FRAM 1 NG PLAN SCALE: 1 1/211=r'-o'! SCALE: 1 1/2"-1'-0" L
SCALE: 1/4"=1'-0"
LEGEND '
CONCRETE BO UND (FND) ■ ? j M 10: 14
UTILITY POLE "
of QP����t
LOCUS MAP
�e L 0 T 2 PLAN REF.- 42109A
x9 CERT REF.- 130125
ASSESSORS MAP' 043 008 001
p0 LOT 1 Q ZONING: RF
39551 .3 SO. FT. SETBACKS. 30'-15'-15'
0.91 ACRES FLOOD ZONE.- C
PROPOSED ° c� PANEL NUMBER* 250001 0015 C
BREEZEWAY � DATED.- 0811911985
0 VERLA Y DIST.- RPOD, WP, ZONE II,
MASS ESTUARIES
Sj, A OF Ir
ooS0.7f 15.6ft PLOT PLAN OF LAND
F 7 �To�o ,E STING LOCATED A T.•
Fo�g38. NEW STAIR � BAR. aE�ow 361 WAKEBY ROAD
�F CONFIGURATION
s, MARSTONS MILLS
p
t •
TRq�`eo� � •�� -��isT FCC
PREPARED FOR.-
. ;
STE VE Mc CARTHY
/IPO S S�� .•�. JULY 8 2011
NOTE. SEE BOARD OF APPEALS � �3• e► d�a '
VARIANCE No. 1985-46 FOR LOT AREA. O �sr�. �� ��NOFMASS
F STER cti REV AUGUST 29, 2011
STEPHEN u ® REV-
DO
d =37 ® REV
� S 6 ee .JFr ` OyOQ A
GRAPHIC SCALE 843 ►►q��' s �`� YANKEE LAND SURVEY
,-�� — '
40 o zo 40 80 4 e 960 � �k CO. INC.
119 ROUTE 149
MARSTONS MILLS, MA 02648
1 inch = 40 ft. TEL: 508-428-0055 FAX 508-420-5553
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