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ARCHITECTURAL NOTE
l .' ALL PLANS HEREIN ARE: TO BE
i l REVIEWED BY THE BUILDER SO
THAT HE IS COMPLETELY
FAMILIAR WITH TIME CONTENTS
I AND HE CAN QUESTION ANY t A-
! �) I CLEAR AREAS OF CONCERN . THIS
SHALL BE DONE PRIOR TO THI':
START OF CONSTRUCTION .
2 . ANY DETAILS OR DIMENSIONS
THAT ARE UNCLEAR TO THE
I BUILDER HAII BE BROUGHT
+ --- -- TO THE ATTENTION OF THE
IC •,hx.�4. ARCHITECT FORCLARIF'ICA'PION . ;
4k THE BUILDER SHALL NOT MAKE }
ANY CHANGES TO THE PLANS
THAT EFFECT THE OVERALL
DLSIGN OR ANY INDIVIDUAL
'(cam ESTHETIC VALUES OF THE j
iiG __. ___
4 . THE ORIGINAL PLANS SHALL
BECOME THE PROPERTY OF THE
ARCHITECT AND ANY REPRODUCT- �
ION OF SUCH PLAN WITHOUT HIS _
CONSENT SHALL, BE FORBIDDEN .
f___ _ _._ ._ ___�._ ! _ _.___._ ._. 5 . ALL PLANS SHALL CONFORM TO N
MASS . STATE BUILDING CODE
REGULATIONS ESPECIALLY IN 1
' THE AREA OF EGRESS , FIRE
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SAFETY REQUIREMENTS , ENERGY v QJ
PR
OVISIONS ,ROVISIONS , AND THE I
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LOCAL BUILDING OFFICIALS M
1 !I
E OMMFv DAT IONS .
6 . PLANS ARE NOT TO BE SCALED WITHOUT TfIL•' CONSENT OF' THE
ARCHITECT.
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I . _ CCNS`I'RU(. TLON FRAMING :
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FOUNDATION : 1 . ALL STRUCTURAL FRAMING MEMPERSi
)K
t I . ALL
LLLFO TENTS NDF`FOUNDATION SHALL BE #1 , #2 , OR STANDARD
GRADE LUMBER WITH E-I ,
i — -�� 1 , 100 , 000 PSI .
SOLID GROUND. (tiO`I' I'1 Lt.ED ,
NOT DISTURBED b NOT F'RC-)ZEN . } 2 . FRAMING MEMBERS SHALL BE
CO;�CRI•;TF, StIF+LL BE DOUBLED UP AROUND ALL OPENINGS
I MINIMUM OF 2 , 5U0 lb. TEST BOTH VERTICALLY AND
HORIZONTALLY .
STRI.NG'TH AND SHALL BF: COATED
I WITH APPRO1 'E:D FOUNDATION 3 . DOUBLE UP ALL FLOOR JOISTS
RUNNING DIRECTLY LINDER AND r
Z.�c+a S L;A L L'.R. '
,..
PARALLEL TO NON-BEARING
3 . ALL THE ROD HOLES SHALI, BE PARTITION WALLS .
PATCHED AND FOUNDATION WALT.S s
{ BFLOW GRADE SHALL BE, C'OATEi 4 . ALL Ei.AMING SHALL BE
WITH APPOVED FOUNDATION SEA ":R . COMPLETED ACCORDING TO MASS .
I
CODE REGULATIONS AND IN h
CONFORMITY WITH LOCAL
R �j
I BUILDING OFFICIALS RECOMMEND-
_J 1RrG+E. ATIONS .
41
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R. L. Seaberg Associates Inc. Architects
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Norwell, Massachutetts
�.I 617 659-7533
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VIDTTIONS & RENOVATIONS
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i''NF.RAL_NOTFS
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I r --- -- c a:: - �y��/r:� �µ e-'TI-}tEI� Frs'.c�r1 ►,IST. 1 . ACTUALC()NDI'£J.ONS & RUCTION
s )L SIONS
cG, --��g AT THL SITE OF CONSTRUC`I'ION
E'.41s1.r> ti1G '(c- i Z.- 2'Ve„ 0 '� r SHALL PREVAIL OVER PI AN 4
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r-I 3 - INDICATIONS O I' EXISTING
CONDITIONS . IN CASI.5 OF SUCH
� .- DISCREPANCIES, PRACTICAL FIELD ,
F- I JUDGEMENTS SHALL BE EMPLOYED
BY THE BUILDER.
I I ANTICIPATED CHANCES IN ARCHi- )
TE:CTURAL OR STRUCTURAL
�_.._ _.-._____ __________.___ .__�____- -s--; � '..-I r✓!t �C� 'T.- r1A�-�;G,hj I.IE:`£A I LI NC THAT , IN THE
[;y am-,Re Izk F;v'I`;v'7t k Jc, ,17' 1 V ` Gr ,,� JUDGEMENT OF HE OWNER, ALTER
`THE OVERALL DE:S 1 C;N CONCEPT ,
P ( SHAI'L BE F3EtOUCfi7' TU 'PEi1: '
ATTENTION OF THE' ARCU I'I CC:f .
� All MATERIALS SUCH AS ROOFING,
---- _ _ __ ER ---- - - - fop, S 1 n]-NG ,FTR I M�ILND Ii�1ItDWAR SHALL
c f? r._ r to R' Tc�. A c �✓Q+_.� (L. 1�}/Cs.�Gti_ �...
BE MATCHED TO EXISTING MAI'If2IAI..3
,r ^ I „ S �� {�' ��-�f -T�,�•+ _. 7a ,� c"' T AND CONFORM IN STYLI:, DIMLN�; IONS,
`I'F:XTUkE AND DE:TAI L . (I:?:� Et''I' AS
�fl 4y OTHERWISE NOTED ON 'Pi{I: PLANS OR
,./��l,- - �-- �-• 00 AS OTHERWISE DIRECTED BY CE{t:
OWNER. )
f 1 . ALL EXISTING AREAS THAT ARE
DAMAGED DURING, OR BY THE
i Co NS'I'RUCTION WORK , SHALL BE
I
REWORKED AND FIN I SHED BACK
+
TO ORIGINAL CONI)I'TI('N .
Article 21 - Mess. State Building Code
1) Ai11 windows have insulating glass.
r2) All exterior do( toI^ weatl�erstrinpc�c3 (interl.ockitl<I
I
t type) or to have storm cFoors.
31 All exterior side walls to h6ve fiberglass b1a;-- elk:
F'I-�°'�^` it insulation (6"/Rz 30) . !
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1 4) All eei iLnq & cap areLis o have fil rcti s,3 bl:an3(&'4
insulation (9"/R=30) -
5) A11 floors between ��11.ar first door to have
Hit 16,
tilxxrgl ass blanket insulation (6` ,/R=19) . �
6) All slags on grade 4o n rigid is �"1aLi: i s f3)
40 1t I</Lle,14-r r,ter 1ct• 2,:" horizo.,ta—Ly & 2,: ' va:-tic, ] iy
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L. Seaherg Associates Inc. Architects
335 Washington Street z
Norwell, Massachusetts
! N 617 659-7533 1 `d
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