HomeMy WebLinkAbout0004 Bacon Terrace - 308-061-00A-00B-00C GENERAL NOTES
'CONCRETE
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t ALL' CONCRETE SIWLL BE iiA .Icy DE516fai- FUR "T94AttF c�79tif �'�P'-'a=�,
-ACCORDANCE WT ACI'22 T:1 TO ACHMVE A 28-'ESA
E, Y COMPRYE tSTR€Nf7t -OF /4T-.. r
LIST jCW PSG.
2 NO PlF'E SHILL PASS .T�fRQUf E3E`'4'1TKCX[T
-`•, STEEL PIPE SL&t"wS SMALL: OF
APART_
J. ALL KEYS SHALL:BE z':x ' `11?TF# 8EV81i2 STRES ; s ,ti `" ,R
v 4% HORIZONTAL,-CO STRUCTION JOINT$.S14ALZ-$F' AS ktCATEM--i N T4
YERT7CAL CON CIION'JOMITS MALL' BE 1PF'RpVE17.8
CONSTRUCTION JOINTS SMALL aE FDRMED WITH A'S7'
N k� �w17tL1. iTN
V SHALL,. TEND 40 BAR DIAUETERS.
I _ „ :. COROAN+C tiHi THE /tyG�T �.Vim", Gl=� I i i I4,ANUAL (LATEST,EDE O ON).'-;
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'S. DETAILS DRAM SHA%1: .Eic BY
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v I I I ( I 7 ALL WELDED WIRE FABRIC SHALL CONFORM/ � AS -
71�f Ate
I ( I I I ( { I I �',1 -G?".L N✓ w+r JOINTS'AND T7E O 3 0''ar
I ? ^�y.�"d '� •�=�"I�" ALL OPENINGS 1 CONCRETE _+ r f ,
,8 N- -WALLS SFfALL %" LOCATED, SNZD"ANQ� ��*
Z �N I I I C -THE excFpTroN of Sb(ALL QPENINGS ,AND/O-t SLEEVES OF A $7ZE THq ''1ytj, T` x
gip.?,I?'ol t I I I I ( I I .,'DISPLACE OR INTERRUPT THE CONTINUITY Of THE.ftEINFORt I1iG) AS SHC1l41*t CITY`
RESPECTIVE DETAILS. _ANY ALTERAT10AM RFrJUlRE APPROVAL,OF,THE $TtMUG7L/- '
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;ie, 1DM ,s'�5 ia` M 5 'dx ( ! ( Nit �` 1rn"o-�. t: ALL STRUCTURAL LUMBER SHALL CONFORM TO 7HE LATEST EDITION OF TNE.NFPA '-
2.27�r3 � I I 1 ' I I a u *NATIONAL DESIGN SPECTnCATIOtNS FOR STRESS GRADE LUMBER.AND ITS FASTENINGS'
ALL STRUCTURAL LUL(8ER HEADERS SHAH 8E OF HEM-�;R No.2 {MADE (OR BETiF}i) AND .... '
000 PS! (FOR SINGLE MEMBER USE),
w �L I i .-�ov7 �t I �•�L i� ,,�
I �I �a 2'-pll oG• . SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS Of 2
oN MODULUS OF ELAsnaT1' OF 1,400,000 PSI AND A HORI_7.WTAL--SHEAR STRESS OF 75 PSI.
I ; ALL W LFEAR1NG WALLS SHALL BE OF HE'M-nR STUD C?.ADE AND SHALL HAVE A MINIMUM
ALLOWABLE COMPRESSION STRESS PAP,ALEL 7O GRAIN Or 550 PSI AND A MINIMUM ALLOWABLE
Z - I \\W 1'xj1" J�� COWPRE59ON STRESS PERPENDICULAR TO GRAM' OF-40f PSI.*ALL 2x4 BEARING WALLS SHALL
BE OF HEM-FIR STANDARD GRADE (OR TE 775P PSI MINIMHAVE A UM NIAILOW�IBLEMUY YABLf
COMPRE5SHALL
570N STRESS PARALLEL TO CR
--------- — —— — — -- — — t �� COMPRESSION STRESS PER°ENDICL2AR TO GRAIN � 40:, P51. '
`�;DTM: G 2 ALL FLUSH CONNECTIONS SHALL NA YE BEAM OR JOIST IIANGETiS
GO ! Go�1N� p i�?f-L 3'g x L - ICo' -�•G• o rr�ltx o-
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{� J. ALL NAJUNG SHALL 8E IN ACCORDANCE W1TN THE STATE.BUILDING CODE.
o" IN1=o ll'-'1� V I _ jtJto yX IIr �'�' OF THE
i.OMI i1N{�P�CI�I O.li�l ►O Y � �I1� 4 a nOCNn FOiR�WDOD CONSIRUCAONTMAND RTHE CON;'RACT DOCUMENTS,
DESIGN
- 5 of rloht- + 61t
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{NR �1i* ✓ Gam' 5. ALL STTtUCnRk LUMBER SHALL 8E STAMPED 1N ACC(XDANCFJNIN THE TIMER/CAN
INSTITUTE OF..77MBER CONSTRUCTION'S 'CONSTRUCTION MANUAL"
- FOtJNDATK)N PLAN - -- - - - oa, Lro -A
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FIRST FLOOR FRAMING - SECOND FLOOR FRAMING PLAN gig, '` &we, s b• HANGERS, FRAMING ANCHORS AND FASTENER_ S PROVIDE AND'NNSTALL STAMPED AND0 . '
o^ \ - ' N� � I/�' !1'p F I �,��{ �( FABRICATED STEEL OF_THE TYPE INDICATED AS REOUfINED. NAILS TO BE THOSE
f l N�,I �p?l FURNISHED BY MANUFACTURER FOR THIS SPECIF7C USE NAILS SHALL BE FULLY
r i I DRIVEN IN ALL HOLES'IN THE ANCHOR. '7FCO ..'TRIMFAST", 'SIMPSOW OR
i4RTCOR; CONFOI;AIINC TO THE RfOUIRE1dENT5 INDICATED, SHALL 8f PROVIDED. ALL
HANGERS AND ANCHORS SHALL 8E GALVAIVlZED. - -
% � - 'zi- I�f�t i i^/11 ✓ of �a-rZ�'•L '•v. � P�l�fl iS f'`$!=iT�( fio t
INSTALL PRESSLIP.E TREATED LUMBER WHERE LUMBER /S IN CONTACT,WITH CONCRETE
AND WERE EXPOSED TO YEATIfER
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MULTI PURPOSE ROOM I �� *�
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FIRST FLOOR PLAN r C , �L _4kr --- _ = .NG PLANS
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TITLE DATE SHEET NUMBER
STAMP REVISIO"_S �hI
PROJECT T11E
No. Descripti:m Date Peterson • Griffin
/ _ /J
® �✓GI�+ '`? ��� � DRAWN BY '7V
I
ICHA Architects � Ltd . CHECkED BY
s " N0.0^a988 200 Fifih Avenue
'1011
PROJECT NUMBER
NEWMA
TON ay Waltham, Massachusetts 02154
Of 617-890-8680 SCALE
E m ..�
i - -
MILLER REPROGRAPHICS CO.,INC.
PHOTOGRAPHS OF EXISTING CONDITIONS
GEVERAL NOTES
1. Remove existing gable end overhang and brackets.
. 02
2. Remove existing wood shingle siding and insulation between conditioned spaces. Install
<� jpsum wall board with tape and compound finish. I i
3. Remove existing windows and re-use where shown on plan.
is ---^ - 4. Remove existing basement window and provide access opening of 18"x 24" to crawl co
space.
D. Remove gutters and downspouts and replace along eave of new roof.son
5. Remove existing roof from the ridge line. -'-
SIDE ELEVATION (MAIN ST. SIDE)
I I II
%J 67
- I
' I
_51
- _ TAB PLAN
I� ,��. ;sal 1� ' _ �� ��,,,,,� ; ,► _ 1_�i, I� ,�� ���N� � � -�
B ali
BACON TERRACE ELEVATION
_ I �
i yy �y
-
j -_ - •-- - _— - _ ----TAIL �.
71
. { .3 I �!MIS-?".1`19 `�-r ut.
4 -
1 .
SEA ST. EXTENSION ELEVATION �-
ll �I_T
s STAIR SECTION ��'��-
r,w +!
1 -/ 1 �`Y✓1�� --y T- i
� � � 1t�/ALL sECTioN
- -Cape�od-Cod Health Associates
- ; Bacon -err is
-_ Hyannis , ,\AasSaCnLIS-_. _�s
Owner•
Terrace Realty rust
Sheet r '
PROJECT TITLE STAMP REVISION
'' E DATE (��II�9/ SHEET NUMBER
No. Description Date S�E�ED After Peterson • Griffin �
RICHARD DRAWN BY
GRIFFIN T
NO.06888 Architects L, td . CHECKED 8Y 7�
NEWTON Jy
�� 200 Fifth Avenue
g�lrhof�,# Waltham, Massachusetts 02154
PROJECT NUMBER
61 890 86Ho �C
o SCALE ,
MILLER REPROGRAPHICS CO..INC.