HomeMy WebLinkAboutSpec House - PlansI I I I
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$cale: 1/4"=1'-0" ' �I I
GENERALSTRUCTURALNOTES �- � � � � -�
ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE IATEST EDITION OF THE
COMMONWEALTH OF MASSACHUSETTS BUILDING CODE (78DCMR) AND THE CONTRACT
DOCUMENTS. IN CASE OF A CONFLICT, THE MOST STRINGENT REQUIREMENT SHALL
GOVERN.
THE CONTRACTOR MUST HAVE THE EXPERTISE TO EXECUTE ALL WORK INDICATED ON THE
DRAWINGS OR SHALL HIRE QUALIFIED HELR
ALL REQUESTS FOR CHANC,ES TO THE STRUCTURAL DRAWINGS FROM CLIENT, THE
CONTRACTORS, EfC., ORANY OTHER PARTY MUST BE MADE IN WRITING TO THE
STRUCTURAL ENGINEER OR ANY OTHER CHANGES TO DRAWINGS MADE ON THE SITE MUST
BE FOLLOWED UP IN WRITING TO THE STRUCTURAL ENGINEER.
THE USE OF EXPLOSIVES IS NOT PERMITTED WITHOUTTHE WRITTEN PERMISSION OF THE
STRUCTURALENGMEER.
FOUNDATIONS � . � � . . � . �
FOUNDATIONS SHALL BE CARRIED DOWN TO ELEVATIONS INDICATED ON DRAWINGS OR
FURTHER, AS REQUIRED, TO UNDISTURBED MATERIAL HAVING A MINIMUM BEARING
CAPACITY OF 2 TONS PER SQUARE FOOT.
FOOTING ELEVATIONS SHOWN ON DRAWINGS REPRESENT ESTIMATE� DEPTHSAND ARE
NOT TO BE CONSTRUED AS LIMITING THEAMOUNT OF EXCAVATION REQUIRED TO REACH
BEARING MATER�AL.
EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN BELOW FfNISHED EXTERIOR GRADE
TO A MINIMUM DEPTH OF 4 FEET UNLESS OTHERWISE NOTED.
BACKFILL UNDER ANY PORTION OF THE BUILDING SHALL BE COMPACTED IN 6" LIFTS.
UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED UN�ER SUPPORTED
MEMBERS.
BACKFILLING SHALL BE DONE SIMULTANEOUSLY ON BOTH SIDES OF THE BUILDING W
ORDER TO MINIMIZE UNBALANCED EARTH PRESSURES.
CONCRETE . . _ � � �
CONCRETE WORK SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE (ACI 318) AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS
(ACI 30 f).
CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS. CONCRETE
PLACED ON SLOPE SURFACES SHALL BEGIN AT THE LOWEST ELEVATION AND CONTINUE
MONOLITHICALLY TOWARD THE FINISHED ELEVATION.
ALL KEYS SHALL BE 2"x4" (NOMINAL) UNLESS OTHERWISE NOTE0.
ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN OR PASS THROUGH CONCRETE.
REC�11/ED
JAN 23 20zG
BUILDIMG DEPARTMENT �
BY' _
Richard A. Smith PE
1012 Main Street
Readin , MA 01867
(781 �944 4151
/ o ARNOLD SMIIH �,'
� �STRUCTURAL �^
v No31624Q y
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NAL
PROJECT:
Bass River Builders
SPEC HOUSE
164 Dnftwood Lane
S.Yarmouth, MA 02664
FOUNDATION PLAN
SCHLE:,,4�-,�-0�
SHEET NUMBER:
S-1
DATE: Juty 31, 2D19
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irst Floor Framina Plan
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1HE FRAMER SHALL BE FAAIILIAR WI1H AND ADHERE TO ALL REQU�tEA1ENT5 OU11JHm IN
1HE 9MPSON S7RONG-11E 'DEpC WNNECiION AND FASiENING GUIDE'.
( httpx//anbed.widencM.net/Pdf/Wus/ssttodbox/q4q+►�c2zsJ/�—DEqC(�DEt7.pdf )
AlL AIETAL FAS1IIJQtS IN P.T. WOOD SHALL BE STNM.ESS S'IEII.
ALL MEfAI (�1NECTORS IN P.T. YVOOD SHAU. � STAINLESS STEEL OR ISOLAIED W11F1 Vyrwr.
NO GUARQRAq. OR HANDRAlL POSTS SHALL 8E NOTCF�D AT TIIEIR BASE.
(2) Z�cB
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. � � � - � � � �� STRUCTURALWOODCONSTRUCTION � � �� � . � � � . �
� SIMPS DTTZZ dC LAG AT EACH END NEW WOOD FRAMING SHALI HAVE 1100 PSI (REPETfTNE) BENDING STRESS. THE MODULUS
OF ELASTICITY SHALL BE A MINIMUM OF 1,2D0,000 PSI.
LAMINATED VENEER LUMBER BEAMS (LvL) SHALL HAVEAMINIMUMALLOWABLE BENDING
' STRESS OF 2800 PSI AND A MINIMUM MODULUS OF ELASTICIIY OF 2,000,000 PSL
y y ALL WOOD FRAMING IN CONTACT WITH THE GROUND OR EXPOSED TO THE
WEATHER SHALL BE PRESSURE TREATED.
F F STRUCTURALTIMBER SHAIL BE PURCHASED WITH MAXIMUM MOISTURE CONTENT
p OF 19% WITH THE 2 X 4'S USED AS SOLE PLATES IN STUD BEARING WALLS. ALL
v OTHER STRUCTURAL TIMBER SHALL BE PURCHASED WITH A MAXIMUM MOISTURE
COKfENT OF 15%.
TIMBER SHALL BE SO HANDLEDAND COVEREDAS TO PREVENT MARRING, AND
� � MOISTURE ABSORPTION FROM SNOW OR RAIN.
� � " INTERIOR BEARING WALLS WILL BE 2 x 4 AT 16" O.C., UNLESS OTHERWISE NOTED.
� m � � STUDS SHALL BE NAILED TO THE SOLE PLATE WITH 3-10d OR 4-Sd TOE NAILS. RICI lar� A. Smith P E
^ � � 1012 Main Street
o JAMB STUDS SHALL EXTEND IN ONE PIECE fROM HEADER TO SOLE PLATE.
� a•0 LALLY w/ 1/4• s�RiNc�an � ,� R2adltl MA 01867
PLATE ON 36� X 36` X 1Z� � DOUBLE STUDS SHALL BE USEDATALL OPENING.
coNcx� FoonNc �nr�� — - — — — --��, — A-';2 (781 ��44 4151
� HEADER SHALL BE SUPPORTED ON JAMB STUDS
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°' � ALL STUDS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR F�OOR TO ROOF.
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� SOLE PLATES SHALL BE NAILED TO SUB-FLOORAND JOISTS WITH 16d NAILS AT EACH SN OF MqSS
yT o JOIST. 2� RICHARD q�'yG
af . o ARNOID SMttH ,�
� � SRiUG?URAL R
WHEN TOP PLATES ARE CUT FOR PIPING OR DUCTWORK, REINFORCE WITH STEEL o Na 31824
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4 0 LALLY w/ t 4 SPRINGFlELD p c, �, c� ��
PLATE ON 36" x 36' x 12' � X ���STE
N WHERE BEAMSAND GIRDER50F NOMINAL2" MEMBERSARE SHOWN NAIL WITH TWO ��p�
CONCRE�E FOi �ING �Ti'P� � � ROWS OF 16d NAILS SPACED NOT MORE THAT 24" O.C.
3 ALL BEAMS MUST SPLICE ONLY OVER SUPPORTS UNLESS SPECIFICALLY
F M INSTRUCTED OTHERWISE BY STRUCTURAL ENGINEER.
; JOIST CONSTRUCTION SPANNING OVER 10 FEET MUST HAVE CROSS BRIDGINGAT NO PROJECT:
o MORE THAN 8' O.C.
� NO JOIST SHALL BE NOTCHED OR DRILLED WITH HOLES WITHOUT THE SPECIFIC APPROVAL
I � � OFTHEENGINEER. B'aSS R�Ver Bu�IderS'
. . . . • - N . . . . . .
X NO JOIST SHAL� BE REPAIRED OR REINFORCED IN ANY WAY WITHOUTTHE SPECIFIC
X � APPROVAL OF THE ENG W EER.
.
� �` USE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS
� FOR OPENING UP TO 2'-0" �OUBLE JOISTAT EACH SIDE OF OPENINGS. LARGER SPEC HOUSE
OPENINGS SHALL BE CALLED TO THE ATTENTION OF THE STRUCTURAL ENGINEER.
ORIENT STRUCTURAL SHEATHING VERTICALLY & FASTEN TO SOLE PLATE RALL � V`i' DrI I IVVOO� L�CIG
PANEL EDGES AT 3" MAXIMUM O/C. BLOCK PANEL EDGESAS NEEDED. S.Yarmouth, MA 02664
o,s o �-L -L _ I I I I I I I i I I I I I _
FIRST FLOOR
FRAMING PLAN
SCALE: V4"=1'•0"
SHEEfNUMBER:
� �
DATE: July 31; 2019
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Second Floor Frdming Plan '; �°,s"°'� P���""��a� �, '
' s�aie: �/a"=,'—o" ; '!, i
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A-12
Richard A. Smith PE
1012 Main Street
Reading, MA 01867
(781) 944 4151
SH OF Mqss
�� RICHARD 9"y � �
o= A(iNOI� SMIIH �,
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PROJECT.'
Bass River Builders
SPEC HOUSE
164 Driftwood Lane
S.Yarmouth, MA 02664
SECOND FLOOR
FRAMING PLAN
SCALE 114'=P-0"
SHEETNUMBER:
S�3
OATE: July 31, 2019
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A-12
1012 Main Street
. Reading, MA 01867
(781) 944 4151
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PROJECT.
Bass River Builders
SPEC HOUSE
164 Driftwood Lane
S.Yarmouth, MA 02664
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Attic Fram in P) an
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Scale: 1 /4"=1'-0"
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Richard A. Smith PE
ATTlC
FRAMING PLAN
SCALE:114"=1'-0"
SHEET NUMBER:
S-4
DATE: Juty 31, 2019
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Richard A. Smith PE
1012 Main Streef
Reading MA 01867
(781) �44 4151
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PROJECT:
Bass River Builders
SPEC HOUSE
164 Driftwood Lane
S.Yarmouth, MA 02664
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ROOF
FRAMING PLAN
SCALE: 114•=1�-0"
SHEET NUMBER: .lt„� r;,�
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S-5
DATE: July 31, 2019 '
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JAPd 23 2�2�
Qui�o!;.� uEa�ai�i n^�E�T
GENER/�L �l�JTES
1. AJI rrork ahall bs pariormad in accordcr�e x�th aEl applicable
national, state, end Ixcl ccdsa and regulc6ons.
2 Contractor ahal! verify oil coRditiorre and dmensions at site
before beginning cor.siruztron. h�y disaepancies shall be
reported for jusffication and/or correction before procerSing
with work. Contractors shaB ass!xne rasponsiblity for ernrs that
are not reported.
3. NI dime�iais atrould be raad or eelculated and naver aeal�.
as
Construction shali be based upon �mensions shown.
4, Contractor sFal! insUre compakibli!y of Ua buiiding with
an s� �u����.
5. All wood, concrete and steel structural members shail be of good
grade and qualily and meet all nationaE. skate a:id bcal building
codes where ap Gcable.
6. Atl columns and/Por built-up so!:d froming should be designod ta
carry loads and should eztend down thru the levela below and
tertninate at the basemeM floor level cr at other bearing points
des�gned to carry the load. '
WOOD �RArvIING NOTES
The folbwing notes are suggested minimum requirements only.
Due t� a variance of codes par region, pl�e refer and comply
with ell bwl codes.
1. All framing iumber to be No.2 SPF (o� be4tsr) rrith a� cllowable
unfactored bending st�e� of 850 p.s.i.
2. A!I jcists arM rafte�s s!m!I ba a!igz� wer st�xls below.
3. NI headers sh�li be 2-2x10's with 1/2' plywood flitch plabe uMsss
otherxise not�.
4. frcmer to install douDla fbor joists undar all partition walls
pore!iel to jeist draction unless otheewise n�ted.
5. Provide t mM of crass Cridging at midpoint of a!I spans
oaer 1Q�-0' in cll flo�irs. Txo rows in spans over 16'-0'.
6. k!I ext�rior sh�ing shal! bs 1/2' APA rated sheathing.
Nailing shall be �d commons at 4'o.c. at all edges and
8d commons at 12'a.c. ct all intermediata etuds.
Blxk edges as required betwaen studs.
7. AI! columr�s or hearinr� wails thet euterd doxm thru a!I levels and
tertninate at the basamrM floor shall be aupported 6y a thickened
sla6, grade heam, and/cr faoting designed to carty load.
S. Provide double 2x8 s�ongback at mid span for eeBing jasts
wrth spans greoter th6n 10'-0'.
9. Provide ca!lar ties a! upper t/3 of vsrtical distance between
ridgs bocrd a� ceiling �oists at 4'-0'o.c. mmc.
10. Roof deck sheli bs 5f8 CDX �rxoad minimum.
11. All ailing joists and raftcr brccing to bear on load beari� walls
designed to carry load Lhru atl Ievels ond terminate at basement
floor a�d bs sup�arted bp thickarred slab, grade beam, or faoting
designsd to certy Ixd.
12. AI woad that comes in coniac: rrdh concreta to be preasure treated.
13. Provide solid blocking above a!I beams and 6earing walls.
14. A�I mul�ple rt�mber WL beams to be joined as spxitied by mfg.
FOUNDATION NOTES
Genera{ contractor to ensure that all mater�ols and methods used in
the development of this project ara �ri�hin strict eompf�once of
a!I goveming mun'icipal cades (bc�l city, s�.ate, fedennl).
1. All concreta to attain a compressirs strsagtPu ot 3000 ps.i. x7thin
28 days of placemen: Unloss N�ited Othsrwi�c on the Drawings.
2 al footings to rest on u�sturbad sol or properly campacted structural fill
w�th a minimum presumptivz so1 b�ring capacity of 3000 p.s.f.
3. All steuctura! fill under fooS�s and sfabs sfiall be clean, with no organic
rrateriol, clay, or siY, or con�vction debris. Ali structural f11 shall be
compacted to 35S maei�g tha foliowing gradctron:
Saive 5rze Pa�ina
3-1/2� 700X
3/4' 5Q-SOOX
�4 25-7575
¢2ao < �x
4. P3! ahuci�s�cl f!I to Ix wmpec�d in Giis of rrof m�re than 6'.
cs
5. AI! toctings to extand bslov f�ost line/finish grade a minimum of
3'-S' ar�fa a min:mam of 1'-6' below origiRal grada
6. NI under slab vapc! barrie�s to be 6 mil. polyethylene film minimum.
7. AI! faunE•atisn damp p�ng to be beush applied (osphalGe)
frw,r top ct footimg to f�iah �rade.
B. til enchor bcRs tn ba 1/2`x12 � 6'-0' a.c. maximum (or see sections for
sFecifc enehor rod dr.�:sions) and to projsct 4' abo+re top of rrall.
Minimum of fea beYs per e?S pl�ata.
S. FourAotion wa!!s �ili not bs comple!ey ba��ned unhl first floor
deck is completad aith anchor boNs properly fastenad.
10. M fcoUng drains (insids � outs�de) te be 4' perforated p.v.c.
drain pipe.
71. /�i exterior concrc#e s!aCs crd walkways to hme broom fin'ssh.
12. RII co�crete for gar�ga ond exterior slab use to be air entmined.
Provide 4000 psi concre:e wHh 6R air entrainmeM.
00
13. AII eacpareian joi� ;� to ba 1/2� Celotex 'Flexcell' (or approved
equ'rralent) and to ex!end ths fufl depth of the conarete.
ELECT�iCAl. hlOTES E��RiOR V���L 1MOC3� LB�ITEL S�HEDl1LE
� SUP�'!G kC1GF OR SIiPPUYf1NG ROf� PND NINd-�ARItdG
1. COO�IPl4TE ALL FlJ(TURE, RECFFfACIE, AND SWRCH LOCATIONS IN FlF1D WfIH OWNFR PRIOR TO INSfAl1ATI0N. ��ppg lpp� }�p(� MlAI.L HEADER
2. CEMFR ELfGittICAL RECFFfACLES AT 18' AF.F. UNLESS NOfED OiHERWISE. � � ����� � ���� �
3. PR041DE RND INSfA1L ACI. RECFFfACLES, S1NfTCH6. SIAOKE ALAR�iS. HEAT DETECTORS. AND OhiER DEVICES REQUIRED 6Y 4'-0' (2) Dc9 {1) DcG (2) 2x4D (2) �c6 (2) 2z4
NPTC
STATE BUItDiNG CODE TFU+T ARE NOT INDIGUID ON THE DRAWINGS
5.-0. (2l � (�) � (� z,��o (2) a� (s) �s
s�-n' (�) v��o (1) � (�; �'•� (� � (2l �
CONCRETE REINFORCING NOTES: r-�• c�� �,Q c,� � cz, ,.�x,2 �.� c� � c2� �
e'-o• (a) 2��2 4z) zxs (� �.�sx�z �.uu (� a�s (z) v�a
1. ALL CONCREfE REM'FORG7NG STEEL SFiAlL BE GRADE 60, CONFORMING TO ASfM A615 '
2 NNlF (WpD� WIRE FABRIC) SHALL CONFORN TO ASf11 AB2. A-185 '
WWF IN SLABS ON GRADE APPIJCAilONS SHNl BE LOCATED IN UPPER 1/3 OF SLAB.
,. ��N�u�� G�� �� � RON�� � IP�TERlOR WA�.L VY�C3D L6NTEL SCHEDULE
3' {�N COtlTACT N'ifH GROUND)
Y(�5 REBAR OR tARGER IXPOSED TO WEATHER) SilP�ORft�G ROOF ON SUPPORfING ROOF' AND NON-BE1ttING
� i/2' (#a R�t o� s�t ExPosm ro x���t) ua�rs rioose u�x r�ooR wwi r�x
' 3/4' (S1A95 AN�J WAl1S NOT IXPOSED TO H'FATHFR) � I� Fti �� �ISi4� H��
4. ALL CONTINUOUS R�NFORCItdG BARS SW�LL LN' 30x BAft DW�1ETQt UM6S NOTED OTHER!�ISE
5. RORFORCE AROt14D ALL SIDES OF OPENINGS (LENGfH 4�-OWNIN.) , 4'-G' I� (2) 2� {t) 2x4 (2) 2x12 (2) �4 (2) 2x4
s' ro i�' (�-#s) , s'-o' ' (2) �x�o (z) a�a (a) �.�s.s.s u.uw (z) a�4 (2) 2�s
�'-o• ro z�-o• (2-is) e�-o• (2) ��o (2) 8c4 {2) 1.75x9.5 II.IAII (� &4 (z) z,�s
2'-�' ro a'-a' (3-i5) r-o• (z} a�iz {a) a�s (x) �.�sx�z u.uu (� a�a (z) 2�a
8'-0� (3) 1J5z12 M.LNA (2) ac4 (3) 1JSzt4 M.WI (4) Dc4 (2) 2z6
LIST OF D�Ait�lINGS '
CCVER SHEEf
A-1 GENERAL INfORMATION
A-2 FOUNDATION PLP,N
A-3 lAkIN LEVEL FLOOR PLAN
A-4 UPPER LEVEL FLOOR PLAN '
A-5 EXTERIOR ELEVATIONS I
k-6 EXfEP,IOR ELEVRTIONS '
A-7 EX[ERIOR ELEVATIOtiS '
A-8 BUlLCING SECTIONS '
A-� BUILDING SECTIONS
A-10 BUlLDING SECTIONS ,
A-11 BUItDING SECTI4NS
A-72 BUI'iDING SEC110NS
S-1 FOUN�ATiON PUS�
S-2 FlRST FLQOR FRAMING PLAN
S-3 SECOND FLOOR FRAMING PLAN
S-4 ATTIC FRA!#ING PIAN
S-5 ROOF FRAMING PLP�N
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A-1 Scale:l/8"=1'-0"
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REVI5101�
N0. QAiE DESCPoPTIQN:
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IEGQ�D OF SYAkiOI�
ODOQR OPB�lWG
OWINDOW OFB�@NG
�DRAYYiNCa PRAutB'�
$EL'fION
SHEET NUM�Bt
�DRAYVIPIG NUA!�'�t
DETAB.
���- SH�T NUA�BBt
1
4 O 2 IMBt{OR HPVAiIONS
3
O7 ROOMMlAABBt/rW�IE
�p� W!1lJ.TYPE (Sff YYALLTYP�
V
NEW/ WIl1
o�nr�wu�-�
DOSiNdG WAtl - I�AAOME
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PROJECf: NEW SPEC HOUSE PIANS FOR:
Bass Riv�r Builders
NEW HOME PIAN
164 Driftwood lane
South Yarmouth, MA 02664
MAlN LEVELAREk 1953 GROSS SF.
UPPER LEVELAREk 2118 GROSS SF.
TOTAL• 4071 GROSS SF.
DECKARFA 569 SF.
2-GR GJIRA�E: 631 SF.
COYERPD PORCH ARER 425 SF.
SH�TTiIIE
GENERAL
I N FQRMIAiION
� ��
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L1ATE Au�t 5, 2019
WORKING DRAIIVINGS
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i24'-0' 7 4'-0"
7'-4" 7'-4" 7'-4" I
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-- __ __ ___ _ _ -
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L�
I��ii d � Wood Eeam lJ�ove � ii�l 6�-�" 6'-0"
�ii � See Slruct. Cwgs.) � .-. iii �
I � � 4� I t I y �I -- _ — - ___' I �
i'� ,� � � iii _
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, i li i�i � 76'-4" il�
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6'-4� , i� ��i22'-3 1/2" 11'-6" 15'-9 3/4' iii 13'-2"
--- I 5'-7 1/2" i li 16'-S" I i�� �,- � _—__ -_ __� �
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r — ,.,. ,� .. . � vFou�tion �a,�-,� 4*� . ON � ,� t+•- • •�,..4r�°�r�, '_ ` ,���.` S:-� a'% �:4.5�� �. _ a
I , .. - . � �e. '.1 4 . -.�. .+rC r•/ ♦ . y}., c r� ' �; J — — — — — — — _ —
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o n � -- Tr—�. --T�--- � � ~ ii �� � . . L
_ ' u I �- ---� �--- Vent indow -- � i i i i I i � �h Beam Pkt. � I � Beom Pkt. � s' ,' ',,'.��.,
i i , u o � �` ----- i�i Beam Pkt. I ili
I ;.� � �i � FaundaGon i� ��'
'I r�"l'' u � � I� � ��+ I �� I i�i ;�i; i,l L
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� i �� � � �
II L� J i ii �` I � i I � �� I 2x12 Floor dois�s � 16' o.c. Above `D I� I� 2z12 Floor Joists @ 16' o.c. Above _ I � I��i 2x12 Flaor Joists @ 16' o.c. Above i i i �o i i i �
I I „ �_ „ • � � �
i � • i �14 See Structural DraNin s i�� �
ii �i�i ii ��i ' � � � � i i (See Stm uwl Dmwings) `O i � i (See Structural Drawings) �,ii � 9) i I � � i i�
I � � u n n �i: . .. � . i,i . � . .� , . �� � � i �� �I�� . � � �
I � n i ii �. I II � ,:t I i �li I _�.i, r I�� *'�- -
�+ ii u ii ('� � , �------------i'i-------------,-� f--�-t--� :: °: II_�__III � f I I; .. , -
. �� � �, i �, � ; , i �' . , � i ''' i------=----- " i ' ' i i - -- i , �-----=
�
II, � �� �� I
, ------��^� - I� �3 1/2' Co�crete FloorSla6 0o I �I I �I----------- � I' � I
u i� i � i,i � i�i a
r''r�i 'r � ---o------------ --- -i L i��LJ I L1�i�J L '�" �_-�' ---.��QT `�; 7�_p•
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I
�I L J t �'0 5'-6' 20'-0" 6�L Pow Vaoa Bamer on fi �� ; ��i�
i I� I �n. Camp �cted Struciural fill i � i �i � �� i �3 1/2' Concrele Floor 51ab on � I
3�-7 3/4" I ( � � 9 �� ��� n � lii 6 �lil. Poly Vapor Barrier on 6' i �.'
I -� I I � i � i � i� _� li� �in. Campacted Structuml FII � i o �I I
� � r� ol �
Ij4 � ���
'�., '�. � I � '! � � � � � I � � . I �. . _r , � � �.:. .... _ .. ::. r -'�-'�ri — , . I � ���
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� � ' �' I � � i Po�t Abv. � � o
�- ��I I �
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r - � � .K
'�, �`' � I I Note: I i i I r� L� I p'lil � �- i' �-- �-- A-12
i
� , t't d'trbdsoil I I � �I i � � � i� — _-_ _--_ ��-- -i-- I �
1
i � NI footings o res on un isu e � I - _a_ �._ v..�___ --
�I��j �. . � .. � � I . : �... � .. . . . —_T_—_—._. L— '�1- `' . i:
of min. 300(1 P.S.F. beoring capacity or � i i �� � r � I
' o ; � I j I 12' �1'n. Com cted Strudurol RII. � �' � I � �;� i'i Pre-Engineered Wood Beam Above P st Abv. X I
I,.,, Pa I � ( I L-+'� -� � i I�i i i (See Stmctural �awings) �- --� � �`' �
y, � � � � I
l � NI conc. to be min. 3000 PSI � 28 days. � i I i �' �i i �
i�, � Provide double joists u�er all partitions. � i� I. ---� I�J i i
�. � ', I Provide (1) row 1z3' brdging per span. i 2z12 Floor Jcis�s g 16' a.c. Aoove ,�, i- � _;' i i i ° �'' �
I I (See Stru ral Dmwings) �� �i � i ��i �� �
, I NI (raming lumber io be �2 O.F. or better. � . � �
,,,, �
I ^ i i � '�i i i i�i ^ �� �
�
oncrete .
er in co
ntact w c . i
NI eztenor lumber or lumb / I � I
I
I` , ' io be P.T. �2 Southem Yellow Pine or beHec � � i'�— Pre-Engineered Wood Beams Ahove (See Structural Drawin�s) --� i i �--. -, i I i �"�* �
�� i '� I � � I —'r�--�_ � I r-i'�� I r----� �—T— � I'�` I
Provide 5 8' Dia. a l v. anchar balts � 32' o.c, T. _ � i � � -I �
� YP
� 9 rhi
j , I ,,, �, -----� � F I. I
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'� I � I I _�i�_s-i�J � n u u r L I J ii �-�_�'stAbv. � �
, i� � I � Gravel Filled � i i � � � � ;� I� I� II �- � ! � I �� � i-� i
p � �� I� I � I I I I I I � � � 1 I I ,.�
� ' Prepare for 3/1/2'concrete slab � � � i i i � i °i ii rii - V I �i i i i I`� �
II I.; I I 6' �lin. Compacted SUucturol FII o I � � ! � � �_ ---��� -, _ -: _ -� �: ! �-- -- --- --_ --' I� J __ ���` �
i i � � � ! i 7,r� N� ------- ---- -- -
¢: r----- � I � i 1 3-4�-- � � --�jr --t .. �
�! L3 1/2' G,Acrete Flaor Slab on i � i Bearing Wcll ` z'-+ �}'z' c� wdu, �3 1/2' Concrete Fbor Slab on i' i �, �
�' I I I 6�lil. Poly Vapor Barrier on 6" r��ir- � � _ __ � �» � i 6 f�il. Poly 4apor Barrier on 6' r��� � o ol
� d i i 3 1/�� -- - � 1�/2 �lin. Com cted SUuctural FII i � i �ol �
�,. , r -� � Idin. f,omp cted Structuml Fii � � i � C_� Pa � �
- -------- �- — 9
� I I o � � _ ''
� — — -- � - _- � � --�
� «�L____--------------------- M �f ..
II .� z � I -- J I_� � I I L i i J � Bearing Wall -- --- i J L!' IL J: .��I ,, i
� � z •� � � � � � � ---- , 5 t/2" I'. I
-- -----�------------------
— — � N - -- I -�'-
o � � �
{-- °p � i I � i I� 5 ��2 0' � - -- � 1x12 Floor Jcists @ 16' o.c. Above � �� � �
t'-11" 18'-6" 1'-11' w � i 2z12 Floor Joisfs � 16° o.c. l�ve � 'ri'�` i UP (See Structural Drmrings) �
I � (See St ural �rawings) Ste i �� I I
� I I �i � P i�-9 1/2" i i � �
` �IO' � i ' �� Beam Pkt. �p �
I � i � i = I Inndin i i
I t :o Beam Pkt. i' � o �i 9 ' Beam Pkt. - - - � � - - - - - - -1 �
i�------�------ ---- ��-------- --- ---- ------------ i
� . ^ . '. - �
. . . . . I . . . . ... . . ... I . _ ' LJ _ . — — -- -- --
'�. . � I . . . . I - .. . - -- __— __ — —_ __ __ — _—_ __ .l I
.. . . . . . .. . . . . r ___ ___ __ _ '_ _ ' _ _ __ _ — __ _ _ _ _ —_' _ _ --_ _' — _ _ ' _ --_ ,II�I
'__ '___ '__ ' _b_—�-- —_� -� —
I itii -- -- - - -- ----- �7'-23/4� uii
,� � ii � i6'-0 7/4" Y 13'-�7" 1�-2" iii�i
� .. � . . . . � . iiu � — . �—�--��-- �. -ii'i
' � in . . . i . . .. ( . .. . . . . . . . . . . . �I� .. , . . �. . �. , .'�. t��� �
, . . , . .. . I I i �. . , . _ . . . . I
50' 0'
i 22�-4" 4�-Q i�,u � -- iii�i
� � -fi- � � � � Viu ��'— � � �� iii�i
. . . � � . . . I � . . . i I ,. . ��'. . � . . � � . . I . . � - � i i � i
i u u�i
I i��i I' Nrood Beam Abave I � I See Beam Above I I I Wood Beam Above I.iiji
- - Wood i � (See Struct. Dwgs.) i �ii{i
I il�; � � I (See Struct. D�gs.} I i �. � ( Struct. Dwgs.) �( \ I � \ 1_ i
� � ----1- 1- -----1- �- ----------J -'----------� �� -' --- — — � -------- — - �'L
-'- --- - ---
't. _ ._ _ _ __�— Y _—___ __ __
i�� -T -- ---- - -- --- --- - - --� _ _ - _- - - -- ----- _ _- � �i'i
,
i � 1 i � _ % __ - ==- ___ -- -- 7- _---- _-_ -- _� �,-___-__ _- � -- -- - - - �JJ�
� ��-1-�- __ - _= � -f � __ - _- ~= s i == r �-r 1 �E _�.fT ~ � —�
___. � - - -- - - T Une of � �
I �
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� st�_above.-----�
II � 1_P 3/4" 7'-10 5/8" � 7'-10 5/8" ' 11 7'-7 1/8" 7'-7 1/8" 7'-7 1/8" 1'-2 3/4"
L_______ _' .
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�GBJD OF SYMBOl�
ODOOR OPH�DJG
OWINDOW OPHJONG
�DRAW6NCa PAIM�t
SECIIOl�1
SHEET Nl�
DRAV1lIVCa MNr6'�
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PROJECG• NEW S�EC FIOUSE PIMIS FOR:
Bass River Builders
NEW H�ME PLAN
164 Drifiwood Lane
South Yarmouth, MA 02664
MAIN IEVELARFA 1953 GRO55 SF.
UPPER LEVEL ARFJ�: 2118 GROSS SF.
TOTAL• 4071 GROSS SF.
DE/C��KpA�RF�Jp���� 5`6'9 SeFC.
2VYl�7fYVN7G: w� `�•
COVERED FORpi ARFA 425 SF.
SH�T T�Il�
FOUNDATION
SCl�IB 1/4�1'-�'
SWffT PRIA�:
�2
pJQE Aupwt 5, 2019
WORKING D�RAVIIINGS
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i i i
i I
A-9 A-8 A-10 A-11 li
_ _ II�
I :. 1 �
j : i I` I I
I : I � I ,il
. _ ,
' . _ 76'-4" i
6'-6 3/4" 3�-4 1/4' 6'-8 1/2° ^ 5'-0 1/4" ` '-D° 1'-it 3�4�. 111'-6" 15,-8 3/4" I� 13'-3' 7'-2 3/4'
I -0 1 2 4,_8 I 5'-9" � 5' 9" 6'-9 1/2" 8'-11 1/4"
I I 6'-7" 6'-8" 2'-10 3/4" 4'-4"
: D Ck � ea ,: I,
Ii �: ` 4�-0°z 1 fi-0� , I I I
r , Deck Area
I �. I � : il
14'-0' 12`-�� I
( ; . I. � .. t,: " : � . .
k 7.5' Tem�'ered „ I
._ .. . .. FWGI3080 . ... . I .. . .. . . In ing
� � � �� � I . . � ; . . � . :. _ � .... : �. I . �: � .... �..,. . . . :.. . .,. .... . . .. .
I ,. o —� , 7.5� Tempered _ 7.5� Tem red
TW2 410 �I 7b I c.i I II fWG12080 I..
FW SO 7W2 410
-- ------ —
�� -------- .. . . m �� ' � Tempered ,... , � . .. ---------------- -- � .
FWH3168 �' — -- - t �------- i i -------- ~ -� i Wood Beam Above i i i _ io
i �- . � � � r------------- o
I pa�}�y qq�} b, � Pre-Ergmeertedi Wood @eam Above � � � i Sleel Column i i i i Up-Set) �i , i �
�' � Bath La 2-8x�6-8 �I r�, (Flush Frart�d)� I 5 1�Q'r{i i(See Struci. Dwgs.) i' i i i �See Struc�. Uwgs.)—� i -� `�
I D er � U , {see struct.,ovigs.) -� I �
---- �
� ry � 2fl6 2068 : i i ��� i Pre-En ineered lYood�Josts � 16' o.c. Above i�� � -- -- --- i r--------------� � i �
� 6'-4z 6-4 � p i i �;� i s i/z°i i s�/2' i �
I� � i z'-�' ''-B� I udl\m. i i i i i i �� i (See Struc�urdl Dtawings) I i i� }� �
.. � V-- � u;n . rr��. r-v � � � � �. � �� � . � � � . � � "i � �
^ � ,��� , a,�o� Steel Beam Above i i i i i
.o esher x __-- � � � is , z. ; , ,, , i O i i �
i � o' o m � � i �, i I�( / i il i (See Struct. Dwgs.) i i i i i i i i i
. .. . � �, 'o � I "' I . . . . L----- - -1r�- -- ----J I I I L- -----------J L------- I I I I
� . I .. � . : __ II .
..... � ! . . "' � _ I . �� � � �i -. . I r _ __ - r- _ ��_--_� �I� f�---__--____� r__----_- -� -_ . I ����,}p �II �p��/��1m I I � t0
-t-_ -. -. p _" � .:.; 3(i%6-8 � . � � i 1 i� . .� i i = i lii L_ lYl�11t[.L U1..411�/�A.Lu-- _ ..�.... -.--_ J_. . m I
B.U. Post ' ' r
� ' o� i �i i "' i i�i i'" i i .o i _ i �
� � i i � i i i �----(99'1D'�t#'1Y�}'---- --- , - -------� b>
� o o i i
--�� � � � -
- .
- I� U. ast 3 N B.U. Post B.U. Post I � � �� �� '� 'a � �
�, d I ( � i i� � A e � �,� � Livirn � Area �� � � �' � '� ' ' ;
N l� I New wood ste i �.� i� I� i i � a�+ �i �, z'-o' i i i i z' o-
d Wood Beom Above p i a� �� Pre-En ineered Woad J i � 16' o.c. Aho� e i
3'-9 1/2° ( ._ (See Struct �wgs.) ii and lan�ng. ( � - QiX1 '-0 i�� � i 13'- 'x'i21'-8� �" x i
'S 5 8 T e'z Rated Bd. I � � i i i i � � � i i i i i- 9 b�� i
� �, � � YP . �'P' i � � �„ -- � (See Structufal rawings) i
.
a on wall k ceiling above. � I 5 1/2 i i i� I� i i i __ � I � i
'j1 .. I _____ __ `_ _' I�i � _J � � � I � I
� p . . . . . . r, . '. I . . r _____ _ _� �' ��__-_, III \�'__ _-_ __'_, r ___ -_ I I I I I �_ I _ _ .... �
�
. . N I . II � � � . .� �I � �. � B.U. Post � � i � i � � i i i i � i � � . . �' i i . ��. . � �.U� Pcst ----------� �----------- i --- -, I����� I I ��
� $ ___ --= -_ �_ -__ __� s'1�_=_ -----__�- -------------= Ic� - _ �-10 1/ " 9'-4 1�2� Post Abv.�� U i,
, _ t---- =_-------_----- -_ ---- _-- --=r-----= i -- -------- �r�' --- ----, �1 i i- Pre-Engineered Waod Beam, ove -------r� < � I�L�'- � N
----
# . ------ - � . . . .. . .. .. .. , ----
-- -� �- � i � i � i i(Flush Fmmed) i li i i-' � 2-8:6-8 --- --- -------
� � � � i � � � See Struct. Dw s � i � - -,
Siructural Post � Pre-Engineered Beam Above Struct ral Post i i i i ��� i�� 9•� i i i " i Shelf & Pole i
(See Struct. Dwgs.) I (See Stmct. D�gs.) (See �iruct. Dwgs.) i 1i ; i i''1F~( S e el S t r u t. D w g s.) i i I�i i � 3-6^ i i-- -- ---- - .U. Po �
� � L-----------J : - - :--------J i i --------- . � . i � Clear Width � i�i �- � � `�
� I �__ � �___ _ _____� I ____ _____ o \
Pre-Engin�red Wooy' Joats � 16 o.c. t�ve �' a Pre-Engineered N'oad Joists @ 16 o.c. Above i�i i " �
r s i I i 2z8 Wa6 " i n
y I I > I (See Stn� ural Drarri�gs) ��� (Sae Structu I Dmwings) i�i � ` � us
t, i F r------------i -----------i � r-----------� r--- - -i i I i i � ; „'
a 2—Car GaraQe I , I, �- ,�,�, � � ---- � �, o,, � z�� on � W.I. CI. A� �,
� o, � � I � i! ..tee, Cal�mn �� l2�i 5 1 2" N / Ll, � i i c.i i i �_ _� � °' s � �
�
. 3 . �. ^ s i li i See S{ruct �rr s. ' i i L \ s i zT`T rt °' �i i _Shdf __. _._.. .b � � � �
22'-0 x 22 -0 ' �
� �
� � I � e � � B.U. Post � � � S' � i � i � � i � i � i i B.U. � - - � � � � � ' �
y� � w� -- -- M— --� � -- ------ i j Post � i
n--- -------------------- -- --; -- --� i `
I i s o i -.a e � I �—, --- -- i-- �--- --- �- - -- -- — 2z6 Wdf i�,� i �� �
J
.9 � � 0 2 ..� . � j . I �R��� : � � I �f I arl . I . . � C..�___- � I I ..; II�I � \
W.�. C�. � `
. . I 3 v� .. . . � . � - � 3 in I . .. � � I c" � I � 1 I ol I � � . I I I � 1,7lI � . .�. POSt . � c
'� d . ` g . m J. �' � i I o �� I - � I I�I ml� �, � I� I I � I....I L o . o I
i d� I �� I ��Y i � i., � i�.%= i � i' � ix� o�� � qCCCDN. I~ �$ I �C ,Li ----- -- -- �' � in
V I .. i . . P . � . . . V o . . ,i . . � I . . � � I.. . I��- II -- i 1 � . I �I I � M , G-YIU�! I I I n U. I I'-9' . I'A' � INL---------- ----- ' 3
�� d I �' „ � { I -�� a s i g g I I_J — -----Ir ---- i i ---- r-cM�. rs•wR �----- Shelf k Pole �'
. � � I� . � � e r � � � � . � I � - ,' � � ~ �n ! • li ' � .� >' � ----`--- 4 - -- --- 2-8x6-B
O °di I I � I I�I c� I i I I I i
� I i o I
- &6 Wall 2x6 Wail
� - .r � � Sink i � � 608D C 0 Pkt Dr N
I i . . �I � . . . . � . : SI . I � � I � . . � -4 1�2� �_ i+� I �� I I . I I � I ' �
i I �� � I I � .• 2• � . I I I I I I
� � i : � �� i i---- i i � Ref. "' -- i � i lm i i � i � i �
I ' I I ol �_ ' �� I � i � I� -- i � --- -J � I � � o
�_�____L L_J ^ � � ___� '
; (Selection by Owner) i ' � �- ; � -= � 1 � � �. ,.-0. i , i � � N
i � i �
' ( 18'-0' x 8'-0' Overhead �oor i n � � i i i � i �- i x �o,n a,. �._p. i � i � I
— -_ -- — ----- --- ---- --- � MastE.r Bath� ' �' � � '
— __-_ -_-- -- ----- ---- - - � - � ; Qi� 3 6� � �_„�. ._osro. � � � Ent Fo er � � � , � � ;,; �
. �. . I � . �I - . � 7 - K ae:, x.:c � wo� ew�a a�r wau � .. . � � � .� . ! � Woad Beom i�`u` ove � � _ o
� I I �i �9�- � % 9 -6'
I Pre-Engineered Beam Above I i 'i � �� . i i � ^,,, (See Struct Dwgs.) ' 'v i
(See Strud. Dwgs.) j , � � ii i � � -- = I „\, o
. . . . � I � . . : . ii � . . I . I J 1 6' ��-0' � 6 fi' � .. � �P I I .g ..+ p"!
I ��- N I
� i.� e�» c;,m�� e�. coa.� � ea, c�u� � -8 1�2�1 fi�-0' $ k T b o� " i�
. � �I � . II � �
22'-4"
11'-2"
+ i L-;,r-- i - -r-- --- - i na u �
i i in i I I i i m 'o �
I v\ I � i�i F+ ,- .-i r----i ' Step i Landng � s,� m
„ , , - , , ,
�,_,, ; „ ,i �
� . {;, • � , ' I uror wmn �.
-Ox6-8
' 7W" 42 I iW 42 St TW2 52 1W2 52 ..
I I � 4'-2 3I4� 6'�1D" 4'-ii 1/2' S'-5 3/4" 8'-0 1�4 2�-5" 6'-10' _.. 4'-0" �._.
� ;�5 1�2�. J I , 5 1�2��._.
I � I � . .. t .�. .�. �.: ,.. .., , . �.:. . .. .. � .. .. �. �.:. I .
z' e• PermCast column, Typ. of 7. 2'-s• -
R'aod Beam Above � r• Wood IBeam Above �� � Wood Beom Abore
I � (Sea Struct. D�rgs.) I � (See Stru¢t. Dwgs.) I � (See Struct. Dwgs.}
� �� �--�------- - �� -"� ----.� � --�--- -------, - - -- -----� �� ------ ��- � -- ------ -
: _ _ � : -
I. .... . ... . .. . . ... . . . . . . �. . . . .. ...N �- ..
7-�o s/a' I r-m s/�' Ste II
I �'a ,/e• r-� ,/e• r-� i/a.
I � i sr
I „� o�
I I16-0 1/4� 13'-6" I 13'-3" 7'-2 3/4"
I4'-0" � 50'-�" i
i 76'-4" , II
;
' � �
� i � �'i
I � '
, FI r Pi n �
� �
a i n Leve! oo a
I A-3 Scal�: l 4"=1'-0" , ' I,
� ,
0
I
h
�
A-12
,�.���
.: �
PI/dV NORTH e
rRouEcr: r,fw sr�c � rurrs rort:
Bass River Builders
NEW HOME PIAN
164 DrifM►ood Lana
South Yarmauth, M!A 02664
MNN LEVELAREk 1953 GROSS SF.
UPPER LEVEL AREk 2118 GROSS SF.
TOTAL: 4071 GROSS SF.
DECKAREA: 569 SF.
2-CAR CaARAiGE: 631 SF.
CO'VERED PORCH ARFi4: 425 5F.
SE-!�T TiRE ' �.
MAI N LEVE L
FLOOR PLAN
SGIE 1/4�7'-�"
Sk�E� NUMB�t:
e
DATE /upw15.2019
1NORKING DRAWINGS
. . . .. . _ . . . . _.. . . �.. -_.. __. . .....- . . .. . .. . . .. . � . _ .. ... .. .. . . __.. . . .. _�_ _ . ... ._.- . .. __ . : .
. . . � , . � . . . . ..
. . � 1 �. . . � � ' . . . .., . . , . . . . . .
A-9 A-8 A-10
� �
, 69'-4"
-- 1�3 3 3/4' 13'-3� 7-5 1/Y 10'-11 1f2" ' 15'-10 1/2" I
5'-9 3/4" ' 6'-6" 6'-9" 6'- " 5'-5 1/2 2'-9 3/4" 2'-B 1/4 7'-11 1/4" I 7'-11
, I I
�� I I I
I ( I I
� I
-------- �--- ------- ------ i I
i
i �
� TW210410 �7W21 410 1W210410 TW210410 7W21 410 7W2104 0 i ' 1W21 41D i iW210410 7W210410 7W210410 iW21 470
EGRESS i EGRESS ECRESS EGRESS EGRESS EGRE, i- i-, _ GRESS EGRESS EGRESS EGRE$S
I i ' i' 5�-0' Tub/Shoaer o I
� � i � I
� I �i i I
> ' � � � i � di op
' O . � �. I ��. .N � . � eV I N in"I � . . � � .� .
' '. � " a ,, . . I u c . . I .I o � .. �o -
. � . o .E . . � h o . . . . . pp I V I yl t'�' t'-C � . � �
� �� �v o � o . I I I Yln. Mln. q_g• N I �
. � � � `� � Be room 3 � � Bedroom 4 � � ;N� ; �,� ^
� � Ii �' � � (1 ' 6 x13-3') � � (12 1� I N i i' WC i r-- ---- 2-Oz6-8 � Q
� � � __=� -___ ----__-__ _ � _-_---- -___ -_-_=�_=_- = � _ � ! � � � � �� � Bedroom 5 � _ �
unen q.
� �'� � C fb ''tC b � °' Li fb �-
13'-5 3/4"
6'-7" 6'-10 3/4"
7Vl210410 1W21 tl410 7Vl210410
�
� ''
o c
� �o
M Bedroom 6 � �
M '�± See Stru tural Da ic a ove. ,- d ne o eam in attic above. , �� (15-6 zi2-11'� •0 2 (12'-10�zti-11� -" � �
� o �.-, d N 4 B.U. Post •d � � B.U. Post � z _
d me o eam in
� �'-' ( wgs.) � (See Structural �wgs.) r_ _ _____ ___ � �, �, �
`„ I s � , �' � i Shelf dc Pole i � d I � d � i
� . \ . � W N I : c� .. __ __I ___ —_—' " ___ I . . . � � � . . . V [9i I
� � � � . . 7,—IO �/4p I �'. � � 5r—J �/Zp . . . I . �� — _-1_-- ___--- _--J . M . . � . . � I � N Py �
�
I �
. . . . . . (C � � �\ . . . . .. . �� o I � I� I . C I . I . . � t� �. ^ . .
I -
B.U. ` � � 3'-9 3/4" � � i i N �
Posi � . \ f I � --�
� - � -- - --- --- 2_2xfi-fl_ _2�z6�- -- - -- --- --- — -- ---
- � �=6x6 � 2 �=� ' - --- ---- ,
------- ----- -
o� ', qoset � i a , oo �--- Attic access aCave.
- ' � ' (See Structural n�wgs.) °6ove. ; B.U. Post o i I
-- — -
� � i Sheli & Pole '-� ,+ � �; i
� I(V .__.'"__ �_�-_ __ � N . I . .w� � . ' . .
p,, (�� � S'�I I . . � . � . � . .. .
. . --a .. I .... . . � �. .. I . ., . � � . � . . .
.IFIICF JCVL
� - Laund � � �
M tii� ;i I 1-6x6-8 6'-10 1/2" � 6'-4 /2" � I � �,
� ,� �-� � �, Livin Area � a
� � � . � /'\ J I . . . . . . . � ' . . � . . c
a� ��� � ; 9.U. Post I � o (28'-10'zi8'-3' � �
, , � .
, 8-0 Head Ht. i -- =- --- ---- -- - --- ) --�- � �
\ .� - -;_; , BC1�til r----- � --� r-- 7=6xB� ��bzB� --- --- --- --{—� �----- ------- ------- =m - — �{
.- � � C � � � � � �c Line of beam in attic above. � " -
co ,' ��-� � i 6-S Head Ht. e o i i I v, i �;;
'- ' � , „ i > � � > 2 (See Sttictural Dwgs.} �
i � � i r--- E ----� r-- - - - - = �
�-, � i i i 6ryer �she� � :d � '� - v
mi. � �
� " i i i �
^ ' I i i � ;� �
,, ,. i i � I`m m
5-0 Kneewall � �;,
. . . � . . . I .. I � � � . . � .
� � i-- - -- �' 0" Head Ht 8, 0'. Head Ht
ii i _ --- --- --- � r----------- --- --�
� i i i i: I oo ' I , � i
I ,a i ( -� -- 6=8"_Nead_Hti I r-------6'_8"_Head_Ht.----- ---�
i
�-- - --- --- -- ------------- ----- ' --------� i i i
iW2 42 7W2642 i i i
5'-0" Kneewall� I � 5'-0' Kneewall �
--3 -`,, 4'-4" 6'-10' 4'-4" 7'-5° I
� � �
�
I I �; I �
� � �
, �.
� � ,
L-__ ' ______
_______________'___ -'
I rnzsaz — m2saz
I � I '
5'-71/2" I 4�_q^ g'-41/2' 4'_4"
I , � � ,
;
� '� � � ,
�-----� I r----� r-----�
. . . . . . . � . � .. . I ,. . � : .. . I. I . I . : �� � . � . . � . I � ..
i i I i i i i
, i i, i i i i
, i i � i i i
I i i ', � � �
� �_____J I �____� �_____�
I I I 29'-6 1/4"
I 26'-4„ I � 43'-0"
.�. � � I 69'-4"
I ', I I
I ' I I
i' � �
'' � U er �evel Fl�or Plan
' A-4 Scale: 1 /4"=1'-0°
'- �
O I
� I
� I
i
— — — —i
i
i
--- ---- i
--- -2��-
-- ---- --- -- --
-- ----- ---- --- -----
Line of beam in attic above. i
I B.U. Post (SeeStructural Dwgs.)� B.U. Post
i
�
I i
I
'-1 3/4' 6'-4" i
I I
2-BzS-B �
2-6z6-B i
2-6z6-8 _ '
3'-4° �-� - � i
�
lear Width � � �� . ` e � , > �
i B U' . �
� I I i vW. CI. N � I� . I
DN.-- i Pos� "' \ � ---
U �
�? L _ . -�' _ ____ �
---- � .-_= i- i �-- _ - --__� —+ =� ---
� � � � � � � � i .U. Post �
�
a i --- �-- Shelf & Pole _ _; i� i
� i " ^ ----- � §
i � �
i i
oi -y — � --- �
i � �-- �
� M ' 3 �
I
—_ — n $ � I
' a
I -- — 3' 5 1/2' �
n� w�, �
i --� �i =_ ___ ------ � --_ -- - i
i
i p i -- -- Bench Seaf '
i
i
r----" __ _-_ --------' ---------- �
i i
i � i -----
� o I
� � --
$'-8 1/2"
s'—> >/z•
---..�, . ..,.: ...�. , �� �..., .
•-.' 1
�� _
_
- . �... � • _ . �+ ..
.,.. . . ..,,, . n: ,.A, . . t
�
N0. Q47E D6CPoPfION:
�
�
�
�
�
�
�
�
�
0
IEG�ID OF SYMBOI�
O�IWR VrLlwlRi
O1MNDOW OPHVlNCs
�DRAV�I9�G �Rk�
SECTION
SH�T tdUA�t
Da'11M•r�ING 1�
� �/11L
SF�T NUMBHt
1
4 O 2 �(iERIOR 9P9►ATIONS
3
01 ROOM NU�/ NAARE
`n� 11IYLIIiG�R�11ff'r�
v
NEW WNL
DOSTING N/ALL- RH1AAadS
�YRi 1PML � 11CI�N�G
PlOJECf: NEW 5� FIOUSE Pi/�Y�S FOR:
Bass River Builders
NEW HOtv1E PLAN
_ _ _ 164 Drifiraood Lane
South Yarmouth, MA 02664
MAIN LEVELAREA: 1953 CaROSS SF.
UPPER LEVEL AREA: 2118 GROSS SF.
TOTAL: 4071 GROSS SF.
DECKAREA: 569 SF.
2-G�R CaARNC�: 631 SF.
COVERED PORCH AREA 425 SF.
SHffT T1RE
UPPER LEVEL
FLOOR PLAN
SCJ1lE 1/4'-1'-0'
SHEET NUM0H6:
-4
QATE Aup�� 5, 2019
,.� � -,���.
WORKING DRAWINGS
�'
.... .... . _ . . . ... . .. .... .... ..._... ... . .. . .._. _ . ..
. ... . .. . .l . . .. . ... .....
� , . . � . . . . . � 1 . . . � . . � � ,., .
, 1 . . . �. . . . . . � . . . . �I
A-9 A-8 A-10 A-11 ;
II I Continuous Ridge Vent, TYP• ' I '
+ I Architectural Shingles, Typ. I '
I
I : " � :. ` I �
II Continuous Ridge Vent, Typ. ` `"` �� ! Y
� � � � � � � Architectural Shingies, Typ. � � � � �
� ,,, �; d � ,,.
�
'��. , n e
.L „ � . - a r -,��ia t .. .. , , , . .
e
. . � :;:. .. ., . ., .. .. .: .. ;,:'z.
I
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I
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:
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`.� � �� 12 ��.
1? �� � ; ���
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; � , - rim Board� TYP
„ v .
�.
=
Y
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.. .
� � --=— '�s . .: �i�,. , r ---------------------
1x Az Fascia i
�' s .�� � "° - — - '
E -•-- < . � .. --- ° - -- - -
- —�" � �'' - --- , � '
_
_ � . _ � �
-- ---- ,
,
-0 1/2" _ � � �� '� �� .: � �
: � ---' � 1x Azek''Kndow Trim, Typ.
�� i �
� � ' � �' I � �� I
3 Wood Shingle Sidin 5' T.W.
�
i
,
�/ �
' > ', , � i ; ` ' ' i i (Selectian b Owner�
. �� ,..
� �
x
.. � '�� i �ttl�2,:.RoofP�c� �'.i � : � � � � � �,s Y
. n. � . , - : ' , � . - . . : : i � �, �," .� ° �', .� , - 6 . �;
. ' I s'�; �� � � r '
� � Y: : '' ?� , ; � � � f
� � �� 1W21642 � � TN2642 ; � =� � � T�12642 , � � �" 7W2642 i TW2642 �I � '� �
' y i�
� i �-'��".
�o / � 12
-1.00R �4.75:12 Raaf Pitc �4.75:12 Roof Pitch� 44J5
11 3/6=_ ----- � ,r — --- --------------
E _ . : ' ' - — - — - — - — - — - _ — — - - —� - —
--'�-------- --h-- - - --- _�_ ` -------- ----- - lx8 Fascia r�m�oord, Typ.
-- --------------------
/ -_ —� � J _ _
1 1 8" --1--- � �
�Sahogany ShoMer -- +_ i I � ' PermCast Column, Typ•
Enclosure � -r --
_.
- -- ---- i �I � i � Wood Shingle Sidin 5' T.W.
z j � � � � ��� � � � �� (Selection by Owne�
� :�I , i i �
�_ _
JI i I �e : ix 'Azek' IYndow Trim, Typ.
\ --- I � i� � �i � � � I iW2842 � TN2842 I _
__
lf �
i I
�__ �
.11�l�� _-- r_, = o � � TN2852 TN2852
rn { � 18 0 x 8-0 rhe � r i. � — �� _ _
i� _. I � � , I' (Sel ion y Own r) � I � � ' Wood Shingle �din 5� T.W.
i ; _ __ _ � � � I � " ... I � n ❑ �n a �Selection by Owne�
� I I I � I '.I �� � .. .. ... . � I rT... . .. .... _.
�I �I� . � _ , . . . -_.. .. � N ���_ � ���_�_ _ ������� �_ �����_���
f
=LOOR - ----- _----- - _
� , - - - � i
, �_.--- -_ - _ - - i '.�.�.T- �.. .
A" (Assumed) - - I r ' i ; ,
1 I � �_ � I I I
If
' Wood Deck
� � � � I � I � � � I � I I I I �, � (Selection by Owner) i
� � � � I � I j I I i� � � �
�� I I j , I 1 I � 1 I I I I I I I I I I I I
� = I � : � � �' � � � �I � � �-, � �, � � �
� � r `�
�-� �_._ -----� ' L--J L I—J L —J � �t—� � J L —J L--J I
-- - - ---i----------------- � � ' �
' �
j -----------------��-------------------1---------�----------------------�----------------------------------�------
734" � I
.. . � — — — — — — — — � — — — — — — ��— — —I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J
� � �------------------=---1------------1----------
I,,
� � � I
� ,
_ . I tion ',
� ri rE� a
�/est Exte o v
' A-5 Scal�: 1 /4"=1'-0° I'��
I
�,
.. . .. . y,:..
� � �'J.
•` _
_
>. ,. ��
NEW HOME PLAN
164 D�fiwood lane
Souih Yarmouth, MA 02664
MAIN LEVEL AREk 1953 GROSS SF.
UPP�R LEYEL AREA: 211 B GROiS SF.
TOTRL• 4�71 GR06S Sf.
DECKARFA 569 SF.
2-GR CaARA�E: 631 SP.
COVERED PORCIi AREA: 425 SF.
SH�T TT1lE
EXTERIOR
ELEVATIONS
SCN& 1/4�1'-0'
SHffT NUMB�d:
�
DV1TE /lupust 5, �74
WORKING DRAWINGS
--- T.O: PIATE --
EL +18'-0 1/2`
T.O. SUBFLOOR
' EL. +9'-11 3/8"
- --- - —_�— T.O. PL�ATE - —
- - - EL.Y +9'-1 1 /8" - —
_ _ � - __ __ _ L
, _ _ --
o� i i i i � ..__.._ i
i ' i�l ' i
� . . . . I ..I N �I II � �
I I
� . . . ... I I \ I . I �
II
��, �T.O�. SUB�fL00R i � � ' ----- -------
---,--- E!.Y +p'-p"(Assumed) - ------ ------- -- �i ---------- -- ------ i -- ---I
I I ,
� � � � � � � � I � � �; �
I I I I I I I I ' I I o= Q'
e � I I e
' I I , � � � � � � ', ', � � � � I I �_
� � I I � � rJ �-, ' I � � I �' ' `� �
. l_—J . .. . : � .. � . � I .. I ��--�—J � �. i �� i ----�------- ----- -----J I � L—�—J
. . . . . . .. . .. . � � . � � � . �. � � : � . . � : . . � . . . ----- ',, . I .
. . � � . . . . . . I . I . /./ . . . . . . . _ ,.. ... �, . I . .
T.O. SLAB � I � ----------------- I ----------------
___ E� L 8, 7 3/4" ---------- -- ----�— �-- �f---------------- --�
. . ,. . . . � �---�----� -- ------------- I ----------I—�-----------J
. . ,� .. .. � . � —. —�— — . . �',.
� � i�orth Exterior Elevation �
A-6 Scai�: ; /4°=1'-0° �
�
I�,
12 12
10� �10 i
Continuous Ridge Vent, Typ.—� I��
Architectural Shingles, Typ• t '
\
, - � I Q4
L 10:12 Roof Pitch I'
l (
----- �q T.O. PIATE - ----- - --- --- ------- — ------- - ix8-Feseie-irim$cad;�yp.---------
Y EL +18'-0 1/2" — -- — ----
,
1x 'Azek' Window Trim, Typ.
_ �T �i tx Azek' Comer Board, Typ.
� i
. . . . . . . . . n- . � . . � . . - �� � . . � i
.. � .. . . . . .. . i .
. , .� . . �. . . .
�
m21D36 TW21036
i
i
,
; ,
� �
,z �, �, �, , �
� T.O. SUBROOR �
---�----- EL. +9'-it 3/8=_ 4J5� 4.75:i2 Roof Pitch7 I 4J5:12 Roof Pitch� i— -----------------
� I' /` i
,L T.O. PIATE --- _ ----
- ----�- EL +9'-3 1/B" -- - -1x8 �sci� m Bw�d, Typ. ----
i i
� i _ �
i
�
�
, ,_ �
_'I i I f 1 1 1 i ' Wood Shingle Sidin 5' T.W.
� � � � ' �i (Selection by Owner�
\ ! ' 1x Azek' Window Trim, Typ.
i ix Azek' Comer Board, Typ.
� i
a, T4V26410 ;� iW26410 7W26410 7W26410 i i
, i. i
i
r i
� _ ,
, �
,
T.O. SUBfL00R �
------ EL +0'-0" (Assumed) — - ----- ------ i ------------------------ - - - i -r-----------------
I I' � �`_-_ -J� ��-----J� II I ote. . I I I I E I I I I
_ � � Prowde Bilco Size C'
� Basement Door with I I I I o= I I I 1
I I
�£ I`1 � � 12' Fxtension Panel I I I I d�
� = I I I I
, � . � , , � � � � � � � �
_I I I I �--� L_J �_�
L_-J
, � � �
, ; ; � �
.l T.O. SLAB -- � ------- � I I
-----�Q EL -8'-7 3/4. ------ - --�---------------------- I — �------�—� ------------------
. ... ---, . . .. � L-----------�^-------------------------'"''-------L--� ..
2 South �x��rior Eievation �
Pe-6 Scale: 1 /4"=1'-0° �
' I
� i � , ,
/y�p i��� :y.�..��. p���� "F., k . . . .1..
V�LNI�LK1 r1�11\i � ... . .t••.
•' _
_
Bass River Builders
NEW HOME PLAN
164 Drifiwood Lan�
Soufh Yarmouth, MA 02664
MIUN LEVELAREk 1953 GR065 SF.
UPPER LEVEL AP�k 2118 GROSS SF.
TOTAL: 4071 GROSS SF.
DECKAREk 569 SF.
2-G1R GIiRAiGE: 631 SF.
COVERED PORQi ARFA 425 SP.
� M�
EXTERIOR
ELEVATIONS
SGLE 1/4�1'-0"
�� �:
�
QAIE Aups�1 b, �19
b -;.�.�, - ..= ,.� �,.:;. .
1MORKING DRAWINGS
T.O. PLATE _
EL +18'-Q i/2'
s
a
�
i
a
T.O. SUBFL00°
�_ _. -__ _ '
__ __� __ - _ __ -- _ _
, _ __-
,
A-11 A-10
I I
, Continuous Ridge Vent, Typ. I
Architectural Shingles, Typ. I
. � � .. . � � � . . . :� r ,
. �. . � . . ,� ��' �, " �' � '�, I
�' i
� � . � � � e, , t��f�� �a9Ufi, �I�C�t � :'�;:'�,
°¢: � � �
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.. . . . . � � � . � _ , . ,;. �
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>
. .. . � , , �. . ��. _ ' , i f -
„, v
. . . . . . � � � .�^c' ',a' ..s
I .,
G 4:12 Roof Pitch7 �
t
�
_-------------- .-----�-----------------
— —1
� I i� � � �
� � �
�I
I� EGRE55 EGRESS EGRESS EGRESS EGRESS EGREa�S � EGRESS
. i 1W210410 TN210410 TW210410 TW210410 I 1W210410 1W21041D TYti2104i0 T�'21C
�� --
475� ,
Continuous Ridge Vent, Typ.
Architecturol Shingles Typ
) �� � � ', p�} ���. b: � •,,v � �,,�,., � � �� .
.:a I r I
. � I '�. I �� I ��.
� � I �:12 Roof Pit��
� , �. I
__�_ —
---�------ —r --------------- ----
ix8-FeseiQ-Frim-Board;-iy� - — - —
1x 'Azek' wndow Trim, Typ.
—1x 'Azek' Comer Board, Typ.
EL. +S'-11 3/8" I ----------- ------------- ---- ---------_------- _ --Wood Shingle Sidng"5� T.W.----
---------- -i�----- - ---------- ' relection by�q
---- -- ------ --------- ---- —1z8 fascio ni'm �oard, Typ.
-- T.O. P�— — ------------------ ----------- i
i
EL +9'-1 1/8" --- --- --- — i : � ix 'Azek' �ndow Trim, Typ.
�i i
— I i 'i i �lahogany Shower Enclosure
il —_ rr—'t 24 25 i I 26 i \ � i
i - i 2:, � , i
� � � -- � i � i � i
a — L �'- a III p y i I I� i � i
i
� � - � i
i
'- - i I i , 7N'26410 i
j -- Tem ered , � � Tem ed � "'
TW26�iD
a' � � Tem ered i T�mpered i P� i � i
----- — FlNG8D80 FWG12080 i GBO60 � FWj;3168 i � �
---- --- � � — - - ------
i � , i
� — ' - -
T.O. SUBfL00R __ � ------_--�_ --- - � - i ---- --- -------- i
-- EL. +0'-0° (Assumed) _ _ -�-_
. . . . .. . . . . . L ��._J I
� I I I I I I I I I I I I � I I I I i i, I I I I � � �-------� I I I I
I i � � � � � � I I I I�� JI I I I I I I I I I I I
. . �.� � ... �� � �. . � . ��..� . .. . . . (J LI .�� I � . � f �1 . ���. II � . IL—J I� � � . � � � . I � �
. . � .� . . - .. . . � . . L.-�J � L—J � . " L_J � � �L— �—J . � . �i I L � L J . . � L J
� � L-J -� ', � I I
' i � ' ' � �'! i I � --- '-----------
� , I
r.o. su�e � i I -----------�-------------�---------------------------
----------------------- - �
-- EL -8'-7 3/4,--�-------�—_----- ------�-------
_-------�-- --------- �-- �----------------- J
_ ----�---------- ----�------
.� . � . . . �---------�—�-.-_.--.-----.----.-----�--.— .... � � � . . ,, � .. � � . . . . . . � . . . ' .. i � � . . � . .
� . � � � . � . � � . � . . . � � � . ' � . . � . . � . � . . �; ' � . . � . . � .. � . � . . . ' . 'IIi � � � � . � . � .
�
� I��' � �
� East Exterior Elev�fian ,
A-7 Scale: 1 /4"= i'-Q" ,
'�
■r
��
i.. . .. .. . _..�. . . .
/7' /3 i
r��w %amH e
�
�
N0. M1E D6CRPfION:
�
�
�
�
�
�
�
�
�
�
LSi9JD OF SYA�O!&
ODOOR OPEMJG
OWINDOW OPBJfNG
�DRAIWING NUAA�
SECiION
SHffT N4JMB�t
DRI+YVIN('s trUA�!
� DETAd
SF�T NUM�t
1
4 O 2 IMHtfOR 9PVATIOPIS
3
01 ROO�M NU�AB9t/ NM�E
�— W/LLLTYPE (5� WMI.TYPE�
\/
NEW WALL
Da5ili+IG WALL-REM�IS
F70.Si1NG WALL - REMONE
�f, ..�� , , . : ._„ r,.., , .
rRouEGT r1EVN sPEC t�ousE �A1a FOR:
Bass River Builders
NEW HOME PIAN
� C�i DRffWOOd �Al18 .
South Yarmouth, NI� 02654
MNN LEVEL AREA: 1953 GROSS SF.
UPPER I.EVa AREk 2118 GROSS SF.
TOT/LL: 40�1 GRO� SF•
DECKAREI: 569 SF.
2-CAR GARNGE 631 SF.
COVERED PORCH ARE� 425 SF.
StIEETTRIB
EXTERIOR
ELEVATIONS
SCAI� 1/4-1'-�'
SIiEET NUMB9t:
0
pATE /lupust 5. Z019
WORKI�9G DR�4VUINGS
��'-o,
F.O. Froming to F.O. F:aming
7'-2 1/4" 6'-9"
�
12 12
i i
,� � a,o
Continuous Ridge Vent, Typ.
� R��f C�n$t�u�tl�n re-En9ineered Wood Ridge (See Struct. Dwgs.) ;
i i
-Architecturol Shingle Roof, (Typ.)
, -15� Felt Raofiiq Paper ' -
� -1/2' CD% Plywood Sheathing ,- � ,,
-2x10 Rafters @ 1fi' o.c. (Typ.) i ' - -
� L- —_ , - ;
2x6 Ties � 1fi° a.c.
i 12 \6• °�' Pre-Engineered Wood @sam
4 � 7x,� RpE<ets � I' I Pre-Engineered Wood Beam � i i (See Struct. D�gs.}
� � (See Stmct. �wgs.) ; , }
�;�T.Q... r J� •- � ^ - - - i
- T EL. +lE ;; '/2--- - - ' i l i l
, �� �
�� �
�, . � � � I I . , � .
. .. ., . � � � . .. � � � 1 I . . �.. I . �
� . .,. . . . . l I .. . . . , � . . . . .
. . � . . �, . . � � . � I I � . ,. I � � �
. � �. . . . . . � I I � � . � I ' � .
. . �. . .. ��I. . .. . I . � .
�. . � . � � . I I . I I � .
. . ' � I I . � ', � � I . '. . �
� � � '�. S . . 1 I � . . . � . . . .
. . . .. . .. N . . . . ' � . . . . ., . I �
. . ..' � ? � . � . . � I I � . � . � I . .
, � � Bedro' �n 4 ,�I �,
�!; � Laundr
� � � �� � I
; � � �,
� �� �
�� �
„ ,
,,, ,,
: !! i
T.Q SJE U'Jk (JFFER' LEVEL) �� i � I
_ _ —__ � _ I
EL. +9'-11 3jB" � i � i
�
� � ' ���
_ � T.O. PLATE _ _ � �
EL +9'-1 1�8" ' i
, Pre-Enqir�red Beam (See StrucL �rrgs.)
' _ ' Floor Construction
. . . .. � y . . . . .. . � . .
a � N -finish Floor (SelacCwq by Owner)
p -3/4' T&G' Plywood Subfloar (�
\ � d � u� I\ m. -Pre-FngireereE Wood Joists @ 16' O.C. w/ �—� Q r V� i Q� e
i � R-30 Ba;t lnsu!aiion with Vcpor Barrier
�' -5/B' Type 'z' Rated Gyp. &i. Interior Sheathing
�T.Q SUBFLGOft (M�JN LEVEL) _ - - - - —
E�' L. +0"-0" (Assumed) � - -
.: ,�,
,:: ; ,, , ,, . . . . .
-_- �.
- „� ,
__ : f .,
.{' = Floor Construction
3 +`� -Finish Fbor (SelecBo!i by Owner)
, < -3/4' TkG Plywaod Subfloor
' ,,: � w -2x12 Floer Jo;sts � 16' O.C.
;: � o Basement - Slab Constructian
� �
! � -4' Concre;e fbar Slab
� -6 Mil. Poly Vapor Ecrrier
-6' l�in: Compacted SUuctural FII
_ T.0 CO3 h�"E SIAB ' _ - - � � _ _ _ - - - —
-� .s n--n--rr-rr r�
EL. R -7 �j 4" - _ ,,
-I I
� Buildin Section
' A-8 Scale:3/8"=1'-Oe�
4 �
Roof Construction
-Architectural Shingle Root, (Typ.)
-i5� Felt Roofing Paper
-1/2� CDX Plywood Sheathing
-2z10 Rafters @ 16" o.c. (TYP•)
Ceiling Construction
I-2z8 CeBing Joists � 16' o.c.
-R49 Bett Insulation w/ Vapor Barrier
-1/2' Gyp. Bd. Interwr Sheathing.
12
Q 4.75
� �
L—_____���J
au�w,u �ir �uw.
.. �
�
��� � �
Bass River Builders
NEW HOME PIAN
164 DriNwoai Lane
South Yarmouth, MA 02664
MAIN LEVELAREA: 1953 GROSS SF.
UPFER LEVEL AREk 2116 GROSS SF.
TOTAL: 4071 GR055 SF.
DECKARFA 569 Sf.
2-CAR GARNGE: 631 SF.
COVERED FORQi AREA: 425 SF.
... , ., .. ,.,;,. _
��
BUILDING
SECTIONS
� �-,�.�
���
-
QATE Aupud 5, 2019
�
WORKING DRAWINGS
30'-0"
' F.O. Framing to F.O. Framing
' 7'-2 1�4" ' 6'-9"
' I
i 12
10
II Continuous Ridge 4ent, TYP• D �
R��f C�nst�u�t��n �re-Engineered Wood Ridge (See Struct. Gwgs.)
i i �
-Architectuml Shingle Roof, (TYP•) '
-15� Fdt Roafing Poper ,-
-1/2' CDX Plywood Sheathing --
� -2x10 Rafters � 16' o:c. (Typ.) i '�- ��
`- - , ---J
i 2x6 Ties � 16° o.c.
q�� � 16* °c. i i (See St9ructe.rD �'�d Beam
i �`0 �yotte� i, Pre-Eogineered Wood Beam i i i
i i (See Struct. Dwgs.) i i
r'�- -- ii i
_ _ T.� �
EL. +18'-0 1/2', ;i; i
i i Pre-E
ii
ii -
, i i See ;
ii
ii
' i' i
i�
ir
. . � . � , . . i . � . . i i � . . .� �.
m ci o
. 9 ir
-- � �
� � � Bedra 'm - 3 , � CL
-- � � � � —
� ,,
� ��
��
�;�
�.� �
II
� . - . � . I I � � . � .
,� T� SUE-_'JOR (UPPER LEVEL) � I'� i
� E +9 1� 3�8�', � � , i �.
-- - -- � �
--�TO �t�;it ' _
EL +9'-1 1/a" �Pti
Wood Beom
Bath
! Pre-Engineered Beam (See Struct. �wgs.)
Waod Beam (See Struct. �xgs.) ,
x I
Floor Construction
a -Rnish Flaor (Seledion Dy Orrner) lii
\ -3/4' T&G Pywood Subfloor (�
-Pre-Engineered Wood Joists @ 16' O.C. w/ �—� Q r Ua rQ Q e I
ere
i R-30 Batt Innlatien with Vapor Barrier V I
a' -5/8' Type 'x' Rated Gyp. Bd. Interior Sheuthinq
T.0 SUB� LQOFc (I�,NN LEVEI} _ _ _ _ _ _ - _ _ _ _ - _ - -I
- - ---�Q, �' (Assumed) ,
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,� T.O. CvP�C�ETE StAB ' - - - - - - - - - - - - - —
- -�„
—� Ei. -8'-7 3 f 4" - - -
� ; Buildin SectiQn
A-9 Scals: 3/8"=1'-0° I
� ;
Pre-Engineered Beam
(See Stmct D�sgs.)
- -�
� Roof Construction
-Architecturul Shingle Roof, (Typ.)
-15# Felt Roofing Paper
-1/2" CDX Piywood Sheathing
-2z10 Rafters � 16' o.c. (Typ.)
� Ceiling Construction
2z8 Ceiling Joists @ 16° o.c.
-R49 Batt insulation w/ Vapor Barrier
-1/2" G�p. Bd. Interior Sheathing.
,z
�,o ,z
Q 4.75
3'-0" - - - - - — - - - - - -
I
I
Wall Constructi n;
-'Noad Shake Siding (Selectio b�r Owner)
-Pir InfiHrotian Barrier �
-1/2' Plyxoad Extenor Sheat ing
-2z6 Wood Studs 9 16' o.c. wi
R-21 Batt Insulation with V po� Bc�r�er
-5/8' Type 'x' Rated Gyp. B. erior Sheathing
I
I
Slab Constructi '
4 Concrete Floor Slab �
I
-6 I�l. Poy Vapor Barrier I
_ 6' �1in. Campacted Structu I FII _ _ _
I
I
Foundation Constructian
0
��- See F'oundaGon Plan, Deiails, k Notes
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REVISION�
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MIUN LEVELAP
UPPER LEVEL A
TOTAL:
DECKAREIe
2-GR GJIRAG
COVERED ROI
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WORK
2, Q�'� 35'-8"
�� F.O. Froming to F.O. framing
I � 17'-10"
i I
I I Continuous Ridge Vent, Typ.
� Pre-Engineered Wood Ridge (See Stmct. Dwgs.)
' ' � p I'+ 12
�
�a� � �io
' �
�, Roof Construction ' �"�; :,
� I ' -Archilectural Shingle Roof, (TYP�)
,
� I -15� Felt Roofng Paper
� -t/2' CDX Plywood Sheathing -�
' -2x10 Ratters � 16' o.c. (TYP�) -- --- --
I , .� �
i I -
I ,,
2x6 Ties � 16° o.c. �
i • a.c• Pre-Engineered Wood Beam
. �6 (See Struct Dwgs.)
4 ��% 2x�p Raf\ets � �I i
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i � i ,
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EL +9'-11 3/8' ; ;
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- - EL +9'-1 1/S' - - — _. � _ �
_ , � Equal Equal Equal
�, `� pre_ Fng neered Wood Beam ` Pre-Engineered Wood Beam
' (Flush Framed) (Flush Framed)
I i '� (See Struct Dwgs.) : (See Struct. Dwgs.)
= II Steel Beam Beyond
. � � (See Struct Dwgs.)
a
i,
17'-10"
Pre-Fn ineered 'Nood Beam
�Up-Se�
See Struct Dwgs.)
. . . . oo . � . , � I .� . . �.. . � �. � .. � ' . . � . � .� . .
� ���� , Din�ng Area
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Pre-Engineered Wood Beam
(See Struct. Dwgs.)
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(See Struct Dwgs.) -
Basement
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Roof Construction
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-15# Felt Roofing Pa�er
-i/2' CDX Plywood Sheathing 4'-4'
-2z10 Rafters � 16' o.c. (Typ.) F.O. Frame to F.O. Frame
� Ceiling Construction
-2x8 Ceiling Joists � 16' o.c.
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12
, � ,aD,� o�� �e o� �
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T.O. PUITE ' 9 ' - -
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10" 10"
i
i T
_
Fla�r Construction �
i -finish Fbor (Selection by Owner)
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�2 �
Q 4.75 g � "
_ _ _ _ _ ,�T.O. SUBFLOOR {UPPER LP1EL)_ _ _ _
- - - El. +9'-11 1/B'
2z6 Ceilin Jo'�sts � 16 O.C, T . �' _ _ _ _ _ _ - - - -
-- — v
�
i� Wood Beom (See Struct. Dwgs.)
i i
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i i Pe��nCast columq Typ. af 7.
� �
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Covered Poreh i i -Wood Shake Siding (Sel�tian by Owner)
i i -Air Infiftration Borrier
i i -1/2' Plywood Ezterror Sheuthing
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� i -1/2' �p. Bd, Interior Sheathing.
8'-0" � �
F.O. Froming to F.O. Fram ; _ _ _ _ _ _ _ _ _ _ _ _
t 2z8 P.T. Jasts 0 16' O.C.,
;-- i �� Simpson Mchor, Typ. of Z
,. ,�;� -
� Ci =ii-
I I
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i i i
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i i -flnish fbor (5election by Orrner)
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i i
-2x12 Floor Joists � 16' O.C.
i i
L_________J
Slab Construction
4 Concrete Floor Slab
-6 Nil. Poly Vaper Barrier
_ _ _ _ -6" �1in. Compccted Stn:ctural fill_ _ _ _ _ _ _ _ _
��e
4
�.
REV�IOt�
N0. QATE DFSCRIPfION:
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OWINDOW O�I�JG
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DRAVNPJG WUMBER
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01 ROOM NUMB9t/ MAME
O— w�u�{s�w�urn�.sl
�:: , NEW WNL
F�STiPIG WALL - RF.MA�LS
DOSTIN.ra WALL - RFA10'VE
PItOJECL• NEW SPEC HOUSE P1M15 FOR:
Bass River Bvilders
NEW HOME PLAN
164 Drifiwood Lane
South Yarmouth, MA 02664
MAIN LEVELARPA: 1953 GROSS SF.
UppER tiyEL ARFA: 211 B GRO55 SF.
TOTAL• 4071 GR055 SF.
DEGCAREA: 569 SF.
2-CAR CaARMt'E: 631 SF.
COVERED PORCH /�F�1: 425 SF.
�
��
BUILDING
SECTIONS
�.E �����
SIiEET NUMBBS:
� I
DATE Aupud 5, 2019
WORKING DRAWINGS
;
I 35'-8" �
17'-10" F.O. framing to F.O. Framing
17'-10"
i
i I
� Continuous Ridge Vent, Typ.
', Pre—Engineered Wood Ridge (See 5truct. Dwgs.)
I 12 12 '
; �o � � � �o '
; I
Roof Construction :����
�.,
—Archi!ectural Shingle Roo(, (Typ.) ,
_15� Felt Raofing Paper
_1/2" CDX Plywood Sheothing ,—
� —2z10 Rafters � 16' o.c. (TYP•) _—�'��
, -- --- , �
i 2x6 Ties � 16' o.c.
� ,6� oc� I Pre-Engineered Wood Beam ,
4 12� �X,� Rot�eSs � i I (See Struct �wgs.)
, ! '�
�
, i
T.O. PLATE , � - - - , �
EL +18'-0 1/2" I
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,
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, I
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T.O. SUBFLOOR (UPFER LEYI} �
— - EL +9'-i i 3/8' �' - i
—�
7'-0"
F.O. Framing to F.O. Framing
i �
i
Roof Construction
� —Architedumi Shingle Roof, (Typ.)
—15� Felt Roofing Poper
—1/2' CDX Plywood Sheathing
i —2z1D Rafters � 16' o.c. (Typ.)
� Geiling Construction
—2x8 Ceiling Joists � i6' o.c.
—R49 Batt Insulation w/ Vapor Barrier
—1/2' �p. Bd. Inteoor SheaUiing.
i
i
i
- - - - - - - -�- - - - -
i
_; 1z � Roof Canstruction
� —Mchitectural Sningle Roof, (Typ.)
a �� —15# Felt Roofing Poper
� —1/2' CDX PlyMood Sheaihing
i —2x3 Rafters 9 16' o.c. (Typ•)
2
O —
� 3 /��
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c
Y 12 �
� Q 4.75 5 1 /�¢"
T.O. PIATE
_ _._ _ _ - - --_— ---_-
EL. +9'-1 1/8" �T-----
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Equal � Equal � � Equal i i
ii
ii
F�OOr COC15tfUCtlOfl Pre-Enaineered Woad Be m r- --- -- -�`�
—Rnish Floor (Selectian by Owner) Flush Framed) i i �`� i �� �F�
� —3/4' T&G Plyviood Su6flaor �See Stmct. Dwgs.) i � .q � i i � �
i i � ;n --�; i � `, �
'_ —Pre—Ergineered Woad Jaists 0 i6' O.C. w/ I �, " � �` �i i� �� %
, a ao = —t/2" �p. Bd. Interior Sheathin4 �' i i �� �� i i � ��� �I�
n v� ' ,n in i i j �, i�` � . I�I
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Floor Construction " ' ' ` �.
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� —2z12 Floor Joists 0 16' O.C. i i
� � � � . . II li �
. . . . . �� . � . . � . . . . �.. 1 I
II —R-30 Batt InsulaEon with Vapor Barrier i i i i� �
_ T.,�, 0. $UBfLO�R (6!AIN L�VEL) ��, _ _ I ' _ � I ' - -
-- _ I �
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8'-0'
_ F.O. Framing to F.O. F
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-rt-- — — — -
_,,
iWoed Beam (See Struc� �wgs.)
i P2rmCast column, Typ. of 7.
i
i
Wall Construction
—Woad Shake Sding (Selection by Owner)
—Air k�filtmtion Barrier
—1/2' Plywood Fxterior Sheathing
—2x8 Waad Studs � i6' o.c. wP,h
R-21 Batt Insulation with Vapor Barrier
— —1/2' Gyp_Bd. Interior Sheathing. _
Simpson Anchor, Typ. of 7.
. ..,, i � i
E �'r"� i i
o .µ?"� I I
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___—____J
� .:.:; L_
:.•,� : —4' Concrete Flaor SIa6
`=�-.� —6 I�il. Poly Vapor Barrier
�%'r —6' �n. Compa�ted Stmctural FII
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IECEPID OF SYA�OIS:
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OWINDOW
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SF9�7 NUI
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4 0 2 INSERIOR I
3
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PROJEGT: NEW SPEC HOUSE PU
Bass River B�
NEW HOME
164 D�ftwo�
Sou�h Yarmoufh, M
uh
MWN LEVELAREk
UPPER LEVEL ARFA
TOTM:
DECKAREk
2-G�R GARIrGE:
CONERED PORCH ARFA
���
BUILDII�
SECTIO
JV�: W�+a��-a
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, w-.:
WORKING DR�
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MAIN LEVELAREk
UPPBtLEVELARFA
TOTAL:
DECKAREA:
2-G4R GARA�'aE:
CONERED PORCFI I�RE/
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Scale: 1 /4"=1'-0°
GENERALSTRUCTURALNOTES
ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE
COMMONWEALTH OF MAS3ACHUSETTS BUILDWG CODE (780CMR) AND THE CONTRACT
DOCUMENTS. IN CASE OF A CONFLICT, THE MOST STRINGENT REQUIREMENT SHALL
GOVERN.
THE CONTRACTOR MUST NAVE THE EXPERTISE TO EXECUTE ALL WORK INDICATED ON THE
DRAWINGS OR SHALL HIRE QUALIi-IED HELP.
ALL REQUESTS FOR CHANGES TO THE STRUCTURAL DRAWINGS FROM CLIENT, THE
CONTRACTORS, ETC., ORANY OTHER PARTY MUST BE MADE IN WRITING TO THE
S T R U C T U R A L E N G I N E E R O R A N Y O T HER CHANGES TO DRAWINGS MADE ON THE SITE MUST
BE FOLLOWED UP IN WRITING TO THE STRUCTURAL ENGINEER.
THE USE OF EXPLOSIVES IS NOT PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE
STRUCTURAL ENGINEER.
FOUNDATIONS
FOUNDATIONS SHALL BE CARRIED DOWN TO ELEVATIONS INDICATED ON DRAWINGS OR
FURTHER, AS REQUIRED, TO UNDISTURBED MATERIAL HAVINGAMINIMUM BEARING
CAPACITY OF 2 TORlS PER SQUARE FOOT.
FOOTING ELEVATIONS SHOWN ON DRAWINGS REPRESENT ESTIMATED DEPTHSANDARE
NOT TO BE CONSTRUED AS LIMITING THE AMOUNT OF EXCAVATION REQUIRED TO REACH
BEARING MATERIAL.
IXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN BELOW FINISHED EXTERIOR GR,4DE
TO A MINIMUM DEPTH OF 4 FEET UNLESS OTHERWISE NOTED.
BACKFILL UNDER ANY PORTION OF THE BUILDING SHALL BE COMPACTED IN 6" LIFfS.
UNLESS OTHERWISE NOTED, FOOTINGS SHALI BE CENTERED UNDER SUPPORTED
MEMBERS.
BACKFILLING SHALL BE DONE SIMULTANEOUSLY ON BOTH SIDES OF THE BUILDING IN
ORDER TO MINIMIZE UNBALANCED EARTH PRESSURES.
CONCRETE
CONCRETE WORK SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE (ACI 318)AND SPEClFICATIONS FOR STRUCTURALCONCRETE FOR BUILDINGS
(ACI 301).
CONCRETE SHALL BE PLACED VNITHOUT HORIZONTAL CONSTRUCTION JOINTS. CONCRETE
PLACED ON SLOPE SURFACES SHALLBEGINATTHE LOWEST ELEVATIONAND CONTINUE
MONOLITHICALLYTOWARD THE FIEJISHED ELEVATION.
ALL KEYS SHALL BE 2"x4" (NOMINAL) UNLESS OTHERWISE NOTED.
ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN OR PASS THROUGH CONCRETE.
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1012 Main Street
Reading, MA 01867
(781) 944 4151
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SPEC HOUSE
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S.Yarmouth, MA 02664
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FOUNDATION PLAN
SCAI.E:1I4"=1'-0"
SHEET NUMBER:
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DA1E: Juty 31, 2019
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TrlE FRAAleR SHAl1 BE FAMIIIAR YA1FI RND ADHERE TO ALL REWIREA4�ITS OUiiJNfD M
1NE 9k�PSON SiFdONG-11E 'DECK CONNECiION AND FASTENING GUIDE'.
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kLL AtiETAI FASTENERS IN P.T. WOOD SHALL BE STAINIFSS SiEEL.
ItLL RiETh! (�6dN�CTORS IN P.T. YlOOD SHRLL BE STAINLESS STEEL OR ISqATED Y41H Vy�or.
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NO GUARDRRlL OR HAtdDRAIL POSTS SHAIl � NOTqiED AT iH�R BASE.
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6X ENTRAIM1lED AIR & 3" SLUM° ON o — 12' 4�°�LDED PLAlES ON 3S' x
C0�1PACIED GRAVEL M � 36' x i 2' COS�CREiE FOOTING
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STRUCTURAL WOOD CONSTRUCTION
NEW WOOD FRAMING SHALL HAVE 1100 PSI (REPETITIVE) BENDING STRESS. THE MODULUS
OF ELASTICITY SHALL BEA MINIMUM OF 1,20D,000 P51.
LAMINATED VENEER LUMBER BEAMS (LvL) SHALL HAVEAMINIMUM ALLOWABLE BENDING
STRESS OF 2800 PSIANDAMINIMUM MODULUS OF ELASTICITY OF 2,DD0,000 PSI.
ALL WOOD FRAMING IN CONTACT WITH THE GROUND OR EXPOSED TO THE
WEATHER SHALL EE PRESSURE TREATED.
STRUCTURAL TIMBER SHALL BE PURCHASED WITH MAXIMUM MOISTURE CONTENT
OF 19°/n WITH THE 2 X 4'S USED AS SOLE PLATES IN STUD BEARING WALLS. ALL
OTHER STRUCTURAL TIMBER SHALL BE PURCHASED WITH A MAXIMUM MOISTURE
CONTENT OF 15%.
TIMBER SHALL BE SO HANDLED AND COVERED AS TO PREVENT MARRING, AND
MOISTUREABSORPTION FROM SNOW OR RAIN.
INTERICR BEARING WALLS WILL BE 2 x 4 AT 16" O.C., UNLESS OTHERWISE NOTED.
STUDS SHALL BE NAILED TO THE SOLE PLATE WITH 3-10d OR 4-8d TOE NAILS.
JAMB STliDB SHALL EXTEND IN ONE PIECE FROM HEADERTO SQLE PLATE.
DOUBLE STUDS SHALL BE USEDATALL OPENING.
HEADER SHALL BE SUPPORTED ON JAMB STUDS.
ALL STUDS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF.
SOLE PLATES SHALL BE NAILED TO SUB-FLOORAND JOISTS WITH 16d NAILSAT EACH
JOIST.
WHEN TOP PLATESARE CUT FOR PIPING OR DUCTWORK, REINFORCE WITH STEEL
STRAPS.
WHERE BEAMS AND GIRDERS OF NOMINAL 2" MEMBERS ARE SHOWN NAIL WITH TWO
ROWS OF 16d NAILS SPACED NOT MORE THAT 24" O.C.
ALL BEAMS MUST SPLICE ONLY OVER SUPPORTS UNLESS SPECIFICALLY
INSTRUCTED OTHERWISE BY STRUCTURAL ENGINEER.
JOIST CONSTRUCTION SPANNING OVER 10 FEET MUST HAVE CROSS BRIDGINGAT NO
MORE THAN 8' O.C.
NO J013T SHALI BE NOTCHED QR DRILLED WITH HOLES NIITHOUT THE SPECIFIC APPROVAL
OF THE ENGIPJEER. �
NO JOIST SHALL BE REPAIRED OR REINFORCED IN ANY WAY WITHOUT THE SPECIFIC
APPROVALOF THE ENGINEER.
USE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS.
FOR O�ENING UP TO 2'-0" DOUBLE JOISTAT EACH SIDE OF OPENINGS. LARGER
OPENINGS SIIALL BE CALLED TO THE ATTENTION OF THE STRUCTURAL ENGINEER.
ORIENT STRUCTURAL SHEATHING VERTICALLY & FASTEN TO SOLE PLATE &ALL
PANEL EDGES AT 3" MAXIMUM O/C. BLOCK PANEL EDGES AS NEEDED.
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Richard A. Smith PE
1012 Main Street
Read i ng, MA 01867
(781) 944 4151
SH OF M,�S�
/� a� Ricwvzn �n
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PROJECT:
Bass River Builders
SPEC HOUSE
164 Driftwood Lane
S.Yarmouth, MA 02664
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� P I a n I i 2x6 � 98°s+Jc POR;.'ti CEILJNS JOIS � � �
Scale: 1/4"=1'-0"
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Richard A. Smith PE
1012 Main Street
Reading, MA 01867
(781) 944 4151
SN OF MASS
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o ARNOLD SIAfTH
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SPEC HOUSE
164 Driftwood Lane
S.Yarmouth, MA 02664
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SECOND FLOOR
FRAMING PLAN
SCALE: 114"=1'_0"
SHEET NUMBER:
S�3
DATE: July 31, 2019
_ . _ _ _ — __ _ _ _
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Richard A. Smith PE
1012 Main Street
Reading, MA 01867
(781) 944 4151
PROJECT:
Bass River Builders
SPEC HOUSE
164 Driftwood Lane
S.Yarmouth, MA 02664
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FRAMING PLAN
SCALE: 114"=1'_0"
SHEEfNUMBER:
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Richard A. Smith PE
1012 Main Street
Reading, MA 01867
(781) 944 4151
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SPEC HOUSE
164 Driftwood Lane
S.Yarmouth, MA 02664
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