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41x5 11 R E C H A RG E SURFACE
9x 86
- ��� WATER DRAINAGE 4
ten, 39x10 \ SYSTEM �s 38.00
to
/ --{{}}---- 38x05 B With d h. Found
�\ Rim 9.00� cMassachusetts standard / '6' C
( ® E1.=3anh basin frame 8 grate. \oyyn
0I +40.00� 9 -Diam -x 6'dee-- recast H-20 �---— i
39.50 "��� `�/ /fi . p P , I__1
-_—�'- \\ Leaching Pit with 4 to I Z shed �39.3 v j r
p , store all around creating a
6 ` / 22'x22' Recharge Area . 9 '
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26 6 90f S. F.
CROMWELL COURT CO . 6 39x4 3941; f U,
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;L Spike Set 5 a indow 36'- I w
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ay o.� �a�=,,r�C`C• I ��gh19 `n PHILIP ASACK .
o���- Gas ar I 1; e� P� a�4 �� Pole
MetOr 1 oa �� 3
2
in v _ 39 0 1
cn I ) Et Q / �A 8' 10-
r (3 Q i I down c�oc� / I 10- - ------ --------—-------
4- - --� 4ox % 39z/5 I ° I ISO: --- -- F % xxISTING SEWER MANHOLE
!EXISTING BUILDING " -j +--- - - -' - - - -�- i
TO BE REMOVED. �.- 40.72 �o' ��. �_., I �a a 9 �` w RIM Elev. = 37.48
LEGEND -}------- — � .- Y 2, c� . s.� ;� I INV. Elev. :: 31. 93
39di81 �/
NE',y CONNECTION TO BE MADE
\l'I 0 Q�0 I Y AFTER VERI FICATION OF LATERA_ pPPQOd[D
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40.00 PROPOSED ELEVATION. I - `-'� - - Y " _ - - -- -- - r `-`
Y p�PoQ P �a
-- m a G l !H I r x�" �� ,To be Landscaped v� PC.TRvTfflW@ ,
40.00 TOP 0 F CURB O i , w �/ I 'a 1 �' I /' C�S�1 � ;�;�
( PROPOSED) . I`- . -4 � I k c 36 x 75
39.�J BOTTOM OF CURB REMOVED —
OVERHEAD POWER LINES
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w , r S�1
00 x00 EXISTING SPOT ELEVATION Tc BE REMO`✓Ep — �, l I =
3gx45 G i E 41 ` o , r�' �.�a G �,u Ty U1i
c - , .K,
— - - STOCKADE FENCE I i
m_33' ' -+ 6 ME T A ei 4 T
o 36'--- -- --- SIGN .,..'.�+.
—0-0- 4 HIGH CHAIN LINK FENCE= ENCROACHMENT _ IT - - _ _ _ _I
BENCH MARK - 38x '4 PHONE
- G- G- EXISTING GAS LINE I I+ e` 20 39x.54 BOOTH
SPI KE SET IN BASE OF �"44 3 H _
—'Ii -- E -III°- OVERHEAD ELECTRIC LINE POLE EL:4o.00(ASSIGNED)I GAS ! -a�--
-- -------- / VALVE �5Q / 37x 6 RR� -- S 6
T-- OVERHEAD TELEPHONE LINE _ - _� A— _=-� r - - - 3
9 GUY W S>x 5
IDEWALK= 39x15�_®38x 20. += �T= - T f x3 SIDEWALK 5x22
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T= , -UNDERGROUND TELEPHONE DUCT37x19 TE
0 �� -.- —:.—.__ _ 36x2 -- GATE.
- -T- - - - UNDERGROUND TELEPHONE LINE NC.\ CUP,B G I CONCRETE CURB I07 88
h�20 Proposed-d POLE 167 /;5
4`000
LE 167/ ;6A E I c-irb-cot
NOTES
p SEWER
B A R NSTA B L E MANHOLE WIDTH VARIES ) R O A D
I LOCUS IS IN ZONING DISTRICT B. G F RIM= 3861�Q�
INV
2 LOCUS IS I CN FLOOD HAZARD ZONE ` =26.'2e��
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3. ASSESSORS NUMBER 327 - 036
4 UNDERGROUND JTILiTiES ARE SHOWN IN THEIR '�� POLE 167/ 16
APPROX, MATE LOCATION. LOCATIONS SHALL BE R�r
VERIFIED BY THE RESPECTIVE JTILITY COMPANIES.
5 . ELEVATIONS ARE FROM AN ACTUAL ON THE GROUND SITE PLAN OF LAND
INSTRUMENT SURVEY. ELEVATIONS ARE BASED ON CHARLES PREPARED FOR
-sue
AN ASSIGNED DATUM . .�-
ST. CONWAY REAL ESTATE
6. PARKING DESIGN BY OTHERS .
7. AREAS DESIGNATED TO BE LANDSCAPED WILL BE FULLY PLANTED IN
WITH LAWN AREAS, SHRUBBERY BEDS, FLOWER BEDS DECIDUOUS
TREES 8 to 10 ft. TALL AND EVERGREEN TREES 6 to 8 tt. TALL.
THE PLANTING WILL BE DONE WHEN THE BUILDING IS COMPLETED HYANNIS A N ABLE , MASS .
IN ORDER TO ACH IVE THE MOST ADVANTAG EOUS LOCAT I ON SCALE: 1 ° 20 ' DATE: AUG. 13. 1985 Of h
RELATIVE TO THE BUILDING SITE AND ABUTTING PROPERTY.
holmes and mcgrath, inc .
civil engineers and land surveyors J. �•
> rIRGMAAIP,
200 main street ,«; r . �:rr
falmouth, ma . 02540 �.
DRAWN: MJB , R.S.J. CHECKED: a?4A
JOT N0: 85225 DWG NOO —3- 15
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PERMIT #28686
JACK CONWAY
OFFICE BUILDINGS A=327-36
154 BARNSTABLE ROAD
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SECTIONS
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GENERAL NOTES MOOD NOTES
1 . All work shall be done in accordance with the Massachusetts 1 . A 1 1 floor ,joists shall be HEM - Fir #2 Fbr 1150, E=1 ,400 ,000, � 2
State Building Code , Local Ordinances and the Illustrated unless otherwise noted . _
Guide to the Massachusetts Energy Code for One and Two 2 . All ceiling joist and roof rafters shall be air dried Hem Fir A2 Room Tinish Schedole . .1 .
Family Dwellings . or equal Fbr - 1150 E= 1 , 400 , 000 . Q
2 . All work shall conform to construction type 4A and occupancy 3 . Studs , shoes , plates and other 2x4 members : I L�� � L L�j � L.
Group B business requirements . ( a ) Studs supporting floor joists to be 2 " x4 " P16" o . c . . Standard Oly
-9 ST'Al2�VAY 5 B '
3 . Design Loads : stud grade Fbs =415 , Fbr=550 , E=1 , 200 ,000 . C.A2P. - W.12 VVC1 �1 W
Basic 30 Snow - p . s . f. l . lw n ( b ) Studs supporting ceiling joist and roof rafters to be 2 " x4" LOt.�1,1C �. LA2P PUS fI
@ 16 " o . c . . Same grade as above ( utility grade may be used G,r VV6_ '
Floor Areas - 50 p . s . f . 1 . 1 . @officeareas ;100 p . s . f . l . l . @ V� u/D//� G.'(� VWG
lobby areas . with visual approval of Architect prior to use . )
4 . All major floor elavations noted on plans are to top of concrete ( c ) Al other exterior non - bearing studs to be 2" x4 " (a 16 "o . c . SrOZA(�E 4111L,.- e;4P60O C-- a&, LAti NN F:IisE > C� F3
( note as above ) Q
or to top of plywood sub- flooring unless otherwise indicated .
5 . The contractor shall verify all dimensions in the contract ( d ) All interior non- bearing studs to be 2 " x4 " @ 24 " o . c . - same 1�066Y G.Y W.17 VWGIFSU8 8-S (A
drawings and in the shop drawings . Thecontractor shall clarify grade as above . ( utility grade may be used with visual zF_,AL, E✓S1"A"rE &AIF- . P4F3 AC-r S-D1 (�
all discrepancies before fabrication and construction .
approval of Architect prior to use . ) /ADZ. OFF✓IC, I Q
6 . Unless otherwise indicated , details and sections shown on any
4 Headers over doors and windows to be as follows , unless otherwise C.L.os►►J q ev,
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drawing are to be considered typical for all similar conditions . indicated : 0 S,AL.>✓s AP-E-A
( a ) All exterior wall and interior bearing walls up to 5 ' - 0" span G
, , 2FZ)11'_ 14IO -. C-AIZF i P(:P
7 . All free standing columns , walls , trusses , etc . shall be braced I� - -
until the total framing is completed . 2/ 2 " x6" Hem- Fir #2 . Over 5 ' - 0" span use 2/ 2 " xl0" HEM - F1R �L1f3UC. SPACE I I z
noted . OFFICES
i th unless otherwise noe 'A
P . Do not backfill against foundation walls with fill on one side u -
until floor framing is permanently in place ; otherwise , walls ( b ) All interior non - bearing walls 2 - 2 " x4 " standard or stud grade . V✓Of2X { DOA`
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must be adequately shored . 5 . All plywood shall be A . P . A , Grade marked . -MI-I.EZ AgEA 71
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9 . Unless otherwise noted , all footings and columns shall be cen- 6 . All 3/ 4 " plywood flooring shall be T&G Sturd - I - Floor Grade with ,
tered under supported members . exterior glue , unless otherwise noted , appropriately stamped for c< W,12 vwcC , SCAB S O
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10 . All structural framing shall be inspected by the Architect . The joist spacing being used .
contractor shall notify the Architect 48 hours in advance for SWT'F_ A GAIZP. PUB
each inspection . p 5L 1; f,: 8 PGa
11 . The contractor shall submit prechecked shop drawings of all n1
GoczeI VWL s
structural framing and prefabricated items to the Architect for 4-411Z, TKA1J51j5 Ili OkJE P4ii�l -Or ,�s N �s.'wo�'�,;b
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approval before fabrication . ., m
ABBREVIATIONS: `r, o •���
NIC NOT IN CONTRACT PGQ PAINTED GYPSUM 80#1,9
CT CERAMIC TILE SGB SPRAYED GP. BD. ( Q.T. FINISH)
WD WOOD-BROSCO #8712 VWC VINYL WALL COXERING
- GB GYPSUM BOARD CARP CARPET p
ACT SUSP. 2'x2' ACOUSTIC TILE r , OA
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THERMAL tL
AND ACOUSTICAL INSULATION NOTES - �- v N
WOOD CONSTRUCTION NOTES EXTERIOR TRIM NOTES - ROOFS a �►
1 . All thermal and accousticai insulation shall he installed 1 All wood in contact with concrete but not exposed to weather
sel f- seal shingles shall be 3 tab ,
according to the recommendations of the Owen - Corning 1 Pnof
shall be Wolmanized or equal . asphalt shingles with 5 " exposure .
Fiberglass " Guide to constructing an Energy Efficient Home " Q
I 3 8 '1-74! 8 AT B
2 . All floor joist shall have lx3 bridging or approved galvanized 6, 0
( Pub . No . 5 -BL - 8033-A1978 ) 2 . Roo
steel cross bridging at intervals not exceeding 8 ' -0" o . c . ( unless f sheathing to be covered with 15 # asphalt felt . 23-0
Q a
2 . Exterior walls 3 . All valleys to have 36" wide strip 3 � • O
otherwise noted on plans ) . Do not nail bottoms of bridging until Y p of 50# felt and
('a ) Use 3- 5/8 R 13 unfaced friction fit fiberglass batts . subfloor is installed . shingles laid in woven pattern over . 4 2'- • ZO
f ( b ) Use 6-mil . vapor barrier on inside wall face . 3 . All floor joist to have solid wood blocking at bearing partitions 4 . All eaves to have 6" wide aluminum edge strip laid 5 2-Co J
under 150 felt .
between floor joist and shall have snug fit . 6 •
3- Ci
3 . Walls between heated S unheated spaces 5 . All rakes to have 3 " wide aluminum edge strip laid 7 3- � •
w' P 4 . Additional floor joist to be located under partitions , parallel 9 P
Q >'
V'l _(pl -
( a ) Use 3 5/8 R- 13 unfaced friction fit fiberglass batts . over 15 # felt . 8 3
to floor framing . i
( b ) Use 6 mil . vapor barrier on inside wall face . 5 . Metal g 6 . All roofs to have rid e vent installed as indicated . 9 nT T
joist hangers must be used at all flush beams and at all See typical drawings . g � � �(p /�'r Pj
4 . Floors over basement and other unheated spaces ; use 6" R- 19 Dist headers if span is over 4 ' - 0" .
unfaced fiberglass batt . J p 7 . Use aluminum step flashing in unexposed locations , 11 -�ll �.H. - d
g 6 . All wood connectors and anchors shall be manufactured by P 9 P
5 . Flat ceilings separating heated and unheated spaces such as dormer walls , etc . . N
Simpson Co . , Teco Co . or an approved equal . 12 3-(o A /AT �VD J
- Gl1sT� t �t1D(cl.l'C
( a ) Use q" R- 30 unfaced friction fit fiberglass batts . 7 . All plywood flooring to have 1 /8" space at all edges and to be
3- C� 3:�VD - �
13
( b ) Use 6 mil . vapor barrier at inside face . nailed and glued to joists . Nailing to be 6" o . c . at edges and Q
W
6 . Cathedral and Sloped Ceilings separating heated and unheated 12 " o . c . at intermediate joists . Apply continuous line of glue 14 _O J
T&
spaces 15 �_ U
to joists and in groove of G panel s . m
( a ) Use 6" R - 19 unfaced friction fit fiberglass batts . 16 3
8 . Ail construction glue shall be PL- 400 by B . F . Goodrich , 5230 by 3M , 17 _� /hH, Cp
( b ) Use 6 mil . vapor barrier .. Overlap all joints minimum 11
of 1 ' -0" with double fold lap joint . or approved equal conforming to A . P . A . Spec , 1AFG . Ol and ASTM c557 .
In -8
9 . Roof sheathing shall be square edge with 1 /8 space at all panel 19
R E v Is r ON a
( c ) Use 3/4" " High R" or equal foil faced Polyisocyanurate end joints and 1 /4 " space at all panel edge joints . Nailing to 2 0 - -
foam ( R-6 ) on inside of strapping . be with 6d at 6" at ends and 12" at intermediate . Glueing not
2 I 3-0 1L- �
7 . Continuous eave and ridge vents shall be installed at all required . 22 2-S Al - DATE 11112J/8;�
roofs . 10 . All exterior walls and interior bearing walls to have 2" x4" shoe 2 3 2_g -
scALE^v> NOTe;t7
8 r N Y Air flash by AiK vent" and 2- 2 " x4"shall be installed between rafters at plate . 2 -1 _ oRN. 8Y:l-JjE�2
every bay at eave plate to provide free flow of air from eave „ 3_ CIC
11 . All interior non- bearing walls to have 2 x4 „ shoe and plate . 2 5
vents . Insulation shall be packed tightly around vent after 12 . All exterior walls to have angle type MTL strap or solid wood 26
installation . "Air Flash" must be installed before roof sheathing bracing at all corners . 27 /A 8 DOOR &FINIS H
and must be factory ordered from Harvey Industries . Inc . 13 . Exterior wall sheathing shall be 1 /2 " C . D . X . plywood , covered
3 8 L.
9 . Fiberglass sill sealer or equal shall be installed at all w/ " Tyvek " building paper .
28 SCHEDU E
exterior walls between sill and top of foundation wall . 14 . All wood post indicated on plans as 4"x8" may be 5- 2"x4" , 4 "x6" 30
may be 4 - 2" x4" and 4" x4" may be 3- 2" x4 " . All built up post must
31
be continuously nailed . 32
15 . All built up beams to be nailed and glued in layers with 10d nails 3,5
@ 12 " o . c . top and bottom and staggered . L) -Q
35
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