0007 CHARLES STREET - BPA-08-2039 . Y ;
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�Y �� .. t The Commonwealth of sMassnchusetts, , � ; , , �-(lR , T
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\ 4 Massachusetts Smte Huitdmg Code 78U CMR 7 S cdition 7 , USE '
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ARCHITECT:
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GABRIEL PETINO
� ARCHITECTURAL
! THESE DOCUMENTS ARE �oR DES I GN
DESIGN INTENT ONLY — CONTRACTOR
TO VERIFY ALL EXIST. CONDITIONS,
DIMENSIONS, FLOOR E�EVATIONS
8c GRADES PRIOR TO STARTIN � WORK
R;EMOVE EXISTING DOOR, �-'��
THRESHOLD AND FRAME ;; `.,
�� `,
I ,� , .
� ; ; LEGEND :
-----�_, , ,
'� ' ------------- — STAIR / BUILDING DEMOLITION
--- � �
- - --, ,
--------; ; REMOVE EXISTING ii/ ///� — PAVEMENT CUTTING
_________� � STAIR ADDITION
REMOVE STONE/ _ _ _ _ _ _ _ _ � COMPLETELY, INCLUDING
MASONRY RUBBLE I I
--------� �� FOUNDATION � — EXISTING STRUCTURE
� „ �
-- ' �� �
. AND REGRADE � � 1 " '
„ �
LAWN TO � � I --------'f}� � — NEW CONCRETE WORK
MATCH EXIST. � � r---------� � EXCAVATE SLOPE AS NECESSARY
SLOPE �---------; ; TO PROVIDE ACCESS FOR NEW
� � RETAINING WALL FOUNDATION CONTfRACTOR BID
I I I „
' � I I � ; ; INSTALLATI ON D R A W�I N GS
� -------rt �
r .
'--------- � � �
,' �� -------P,
;� ;�%� � � i � � ', '', � � %ii��;i/�;i��i���i���i'�r /�i ,i N 0 T F 0 R
� ii � � � � � � �., ; ; �ii�iii�ii;�iii��i;�ii��iii��ii� �
; '�ii ; � � � � � ��__ ; � ii�ii�jii%ii��ii��ii�jii�iiijji I
,,�� � -
CONSTRUCTION
REPAIR' ANY DAMAGE TO
� � � � � � � �
� �'�// � �-------------�--�--� � � I
;, r----------�--- ------- ------�-- ---------i
I ; /// ; ; ; �___________ ; GARAGEE WALL, AS MAY
// ,
_� _________� � � REMOVE EXISTING RETAINING RESULlf FROM REMOVAL
1' ,�/ � , , , , , , , � ' � � WALL, INCLUDING FOUNDATION OF RETfAINING WALL
' • j// i i i i i i i � r-'----'--==-� .
� •/�'� I � I I I 1 I � I L'-'------
1
i p 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
: , � �� �� � � , � � � � , �
CUT AND DISPOSE OF ASPHALT No DESCFRIPTION DATE
� � '�.'/ J F- T- -- --L--L--'---�-- --- REVISIONS
; ' � �'!� � � AS NECESSARY TO EXCAVATE AND
� � �!/� � � PLACE NEW RETAINING WALL �
�� '��/�� FOUNDATION ARCNITECTS SEAL•
; , ,�,i REMOV[E EXISTING ENTRY STAIR
' ����' � AND L�ANDINGS COMPLETELY, INCLUDING �"
PROVIDE ALL TEMPORARY ; �i%!1 FOUNDfATION
PROVIDE ALL TEMPORARY
SHORING AND BRACING TO � jj��� � SHORING AND BRACING TO
PROTECT NEIGHBOR'S� ; / jl
� WOOD—TIE RETAINING WALL � %%� ENSURE SAFETY AND
' /�/ STABILITY OF EXISTING
i � j jj/ CUT AND DISPOSE OF ASPHALT
EXCAVATE SLOPE AS� NECESSARY � /jj/ AS NECESSARY TO EXCAVATE AND HOUSE FOUNDATION UNTIL
' TO PROVIDE ACCESS FOR NEW ; j�j PLACE NEW RETAINING WALL
NEW N/ORK IS COMPLETED
� RETAINING WALL FOU�NDATION � /j/ FOUNDATION �
� INSTALLATION � �%�� '
I ------------------------------------� /// '
����//��/���/��//��/���/��/j��/�/�j���j, i
I / / / / // // /i /// y// � �
PROJECT
� REMOVE EXISTING RETAINING PROPOSED EXTERIOR
( WALL, INCLUDING FOUNDATION ' ■ i� DESIGI�� FOR : I
� I_J
1 MORNEAU RESIDENCE '
CHARLES STREET �
SALEMI , MA �
-_==_�===== , �
. i II
� � � � � ❑ SHEET TITLE
� �
�
' EXISTII�JG FLOOR PLANS
I
,
� & ELE��ATIONS
�
�
�________��_�_ ______ DEMOLITION DRAWING � '
-------------- ---------------
' r=====t �' ' '.
i ii � i i .. � �..
r------------' � '� � '� I
� i i
i �--- ' �-----1 ii
i i
' I I_',1 I ji + il . .
I �1 �1 L===—_f II !
i ir--------� ii r=7 F=i ii .
i rr--------� i SCALE
i 0 i Y V i�
i fi________l ij 0 1 Y 1 i� 1 I
r-----------'----------'---'lt i �i A Y 1 1 ii � /��I I � � O I
i i___. i ii 0 1 1 d ii
I 1___ � I� L�:} 6�d I� I .
_��_________________________'___________-_______ 1 I I � II I
______.�____ 1 I-__ ' I �I
. I I I I t� _r .
ii �__' r____'____'____'_'_"_______ '________� . .
' � ' � , PROJECT f�VO. DRAWING NO. '
� i r--
ir_ _________�
i � �--� � i i
� � �------- � ---------------- � r------------+ I
I f -=T_ __________i I I
r , �------------�
� r______ f i I '
' DATE D �
4/ 1 � /08
__
,__ ---- — -
_ _-- _ , I;
-- - - --
�_ i -- - _ - — --- _ __ __ _ _ _ __ __ _ - -
_ _ _ _ --- �
- __ _ -- _ _ ---
_--_�____.._
_ ---- -
.----
�
ARCHITECT:
.
GABR IE � PETINO
ARCHITECTURA �
THESE DOCUMENTS ARE FOR D ES ( � N
DESIGN INTENT ONLY — CONTRACTOR
TC� VERIFY ALL EXIST. CONDITIONS,
PAT�cH ExTERioR DIMENSIONS, FLOOR ELEVATIONS
WAL_L TO MATCH
EXISTING INTERIOR �c GRADES PRIOR TO STARTING WORK
AND EXTERIOR
FINISHES 4'-0"
GC COORDINATE LOCpTION AND �
QUANTITY OF EXTERIOR LIGHT
FIXTURES AND EXTERIOR POWER - RisERs (ns REo'D TO MEET GRADE)�7-1/2" '
� `J TREADS (AS REQ'D TO MEET GRADE)�1'-0"
OUTLETS W/ OWNER � A2 L E G E N D :
r -------- PATCH EXISTING FOUNDATION ------------ - STAIR / BUILDING DEMOLITION
WALL AS NECESSARY TO REPAIR ,i/ � - PAVEMENT CUTTING
� � ANY DAMAGE THAT MAY CUT & FILL AS NECESSARY TO i //
i i BE CAUSED BY REMOVAL ALL NEW EXTERIOR LANDINGS REGRADE & SLOPE LAWN-GRADE
; ; OF EXISTING EXTERIOR TO RECEIVE BWESTONE TOP o FILL TO ONE FOOT BELOW � - EXISTING STRUCTURE
' ' STAIR ' NEW RETAINING WALL CAP
' ' NEW CONCRETE N STONE - NEW CONCRETE WORK
� i
i i STAIRS & LANDING '
_, ' . _
' ' W/ BLUESTONE TRE�:ADS
� �R�P,i2° CONTR �ACTOR BID
6T@1'-o" � NEW RETAINING WALL
o uP �oR��-i/2" � W/ BLUESTONE CAP DRAWIf�� GS
� 9T@1'-o" 6X6 MAHOGANY AND COPPER CAP NOT FCJR
o �
o I
I �
2X4 SQ. EDGE MAHOGANY CONSTfRUCTION
� PATCH PAVING TO MATCH EXISTING
�_� RAIL (TOP & BOTTOM)
W/ 3/4" X 2" TRIM BOARD
�'P 2"SQ. MAHOGANY
8�_0�� 4R�7-t/2" BALUSTERS
3T�1'-0"
i '-o" i2'--i i3/is" a'-o" PAINTED PINE TRIM WRAP
NO DESCRIPTION DATE
� �1 LA� BOLTED TO CONCRETE SLAB REVISIONS
I
ARCHITECTS S6EAL:
�
6 TYPICA � RAILING DETAIL
� SCALE: 3/4" = 1 '-0"
1
(
I
NEW RETAINING WALL � PATCH PAVINIG TO MATCH EXISTING
W/ BLUESTONE CAP
PATCH PAVING TO MATCH EXISTING
PROJECT
PORCH ROOF CONSTRI1C710N � '
ASPHALT SHINGLES � A'Z
tt�5 ROOFING FE�T PROPO�SED EXTERIOR
5/8" CDX PLYWOOD
sxio RnFreRs � �6° o.c. NEW ENTRY PORCH W/ � DESIGf�J FOR :
IX TlG BEADED PINE CEILING GABLE ROOF
� 2�� MORNEAU RESIDENCE
CHARLES STREET
SALEM� , MA
� � � � ❑ ❑
�
- SHEET TITU_E
6 4
A1 A2 PROPO'SED PLANS &
ELEVAI�IONS
� �
� �
❑❑❑❑❑❑ � � � - .
N j � i
I 1 �
I I � � �. � .
A2 �❑��❑ � � � � �� � ' ;, - ;--= / —
� � . , �
� i � ' r_"
1 � �
I I I i i • '�r"_ � / �II _ � )_ 011
� i .'�___
a ❑❑ ❑o❑ � ; ,,, ; o ; ;f___; .
� , ; =�
; ; ; � -
, , , ____
�� �❑�� �_ � � � PROJECT h�0. DRA WING NO.
� � ;
� �
� � '
f ' ' ' ' ' ' ' ' CONCRETEE PORCH I I I � 1 �
� � � � � � � ,
I I ; , ; ; i I ; I � I I I I
� , , , , , , , , STRUCTUF�E , , � � ' ' /� �
i i i i i � i i i i i i i i DATE L�
i i i i i i i i i i i i i i
i--- -------------------------------------------'-'----- ---i i-- `----- -----' i ---------------------- -------� r-- -----'------------------- -------------� r-- ---------i / / � �
' ' L___________________________________L______________-____________________J �------------------------------ ------------� �-----------------' 4 12 0 8
�-------------------------------------------------------------�
.. _ ; . -
__, � - ---_-_
____ � ___ _ ___
__ ___ -�
__._. � - .
.
ARCHITECT:
�, GABRIE � PETINO
� CONCRETE No�T�s: A R C H I TE C TU R A �
THESE DOCUME:NTS ARE FOR DESIGN
i
DESIGN INTENT ONLY — CONTRACTOR CI. CONC(�E-TE WORK SHALL CONFOPM TO ACI STANDARD 3i8 -`l9 "BUILDING CODE REQI:JIREMENTS FOR 2EIN�ORCED CONCRETL'I,
TO �ERIFY ALL EXIST. CONDITIONS, C2. CONCRETE MINIMUM 28 DAY STRENGTH SHALL BE 3000 PSI.
DI M EN SI ON S, FLOOR ELEVATI ON S C3. CONCl�ETE SHALL BE NO2�1AL WEIGHT CONCRET� WITH A N0�11NAL DENSITY OF 195 PC�.
& GRADES PRIOR TO STARTING WORK C9. 12EINFOt2?CING BAIZS SHALL CO�(FORM TO ASTI'1 A 615 GRADE 60. AND SHALL BE DEFORf1ED. LAP ALL CONTINUOUS BARS A MINIf1UT1 OF 90
DIAMETEI�S UNLESS OTHERWISE NCTED. PROVIDE �1ATCHING CORNER AND INTERSEC�TION WALL BAl2S.
SEE PORCH ROOF FRAIMING NOTES ON DWG A- � C5. CLEA12 �CONCRETE P�OT�CTION �o� REIN�OI�CING:
' � ' � ' A. �OOTINGS: 3"
B. FOI.UNDATION WALLS: I V2"
C6. KEYS SHALL BE A f11NIMUM OF 2" X 9" WITH BEVELED SIDES.
C7. HORIZOPVTAL CONSTRUCTION JOINTS SHALL BE AS INDICATED ON THE D2AWINGS. V/ERTICAL CONSTRUCTION JOINTS SHALL BE APPROVED BY
,�
TNE AkC�HITECT. CONSTI�UCTION JOINTS SHALL BE FORMED UIITH A STAT�DAi�D KEY AND ALL REINFORCING EXTENDED A MINIMUf1
�� �; OF 90 D�IAMETERS UNLESS OTHE�WISE NOTED.
CONTRACTOR BID
DRAWINGS
STRUCTURAL NOT FOR
4" LALLY
COLUMN
CONSTRUCTION
' EN CASED
� IN FIBER —
GLASS I
ORNAMENTAL
COLUMN INO DESCRIPTION DATE
REVISIONS
�#4� � 2 �� 4�� MIN SLAB � ARCHITECTS SEAL•
I I
� ° f�
i
'
� a �� .• l 7f ^ �..
1 — 0
\ TYPIC.,A STAI T
L R READS
LAN
DING
, S AND WALL CAPS �
� STYROFOAM TO B3E TOPPED WITH 2" LIMESTONE �` - #4@ 12" 4---�
,
f 4@ 12„ �
�i � # EXIST. CONC. � r ___; � ',
„ 4
� „ - ,
4@ 18
+
� a � o # WALL
---�
#4@ 12 STYROFOAM � f _��@ 18"
, �4@ 12" c" ' _
F I -__� „
I � -
N �
I
�
4
� � � + _ #4@ 102,> o / � �4@ 12 " � _- ;�_ #5@ 12 PROJECT
� o �-- : � � EXIST. SLAB (GC VIF E�EV. ) � WEEP HO ES
'i �t- z o 6J „ b � .; : � @ 4, _ �„ PROPOSED EXTERIOR
� Q
i � � � 2 1 f � / „ ::: `"
< , _ � „ ;� #4@ 18" ;.,� #4@ 18 = a
� - � DESIGN FOR :
I �4@ � g _ ,- MORNEAU RESIDENCE
` F r � � � #4@ 12" � #4@ 12" CHARLES STREET �
� �
SOIL �
F . , � ; � ; �5@ 12 SALEM , MA
N � ; ° B/1CKFILL EXIST. FTG. ( GC VIF ELEV. ) N � �/ #4@ 18" � #4@ 18" � ` -
� , , � _ � , � `� � „ ;,� �4@ 12 „
4@ 12
� I � � F _. SOIL ^
� f � ° F` � � r °F r � SHEET TITLE
� � � � BACKFILL 2 � - 6 " , o � � � e , q I Vo ��
e - ,
� � STEP FOOTING @ ENTRY AND RETAINING
�,
! 2 , - 6 „
STAIR WALL AS WALL STRUCTURAL DETAILS
, 6 '- 0" 4'- 0" + /— 4' - 6 " + /— REQUIRED TO MAINTAIN
; 4' - 0 " WALL FOOTING BELOW
FROST LINE
SCALE
� �2 � � _ � ,_ �� �
EN TRY STRUCTURE LOWER LANDIi� G LOW RETAINING WAL� HIGH RETAINING WA � �_
I � 2 � � � - PROJECT N0, DRAWING N0.
��
I t DATE �
� A �
4/ 12 /08
I
j
,
.
ARCHITECT:
GABRIE � PETINO
ARCHITECTURAL
THESE DOCUMENTS ARE �oR DESIGN
DESIGN INTENT ONLY — CONTRACTOR
TO VERIFY ALL EXIST. CONDITIONS,
DIMENSIONS, FLOOR ELEVATIONS
8c GRADES PRIOR TO STARTING WORK
REMOVE EXISTING DOOR, �"�-
THRESHOLD AND FRAME�; ���
� '� 1' � EGEN D :
, �
� �
��' � ' ---- — STAIR / BUILDING DEMOLITION
�� �
� �
----- --, �
� ; ---------{ � REMOVE EXISTING // /;// — PAVEMENT CUTTING
' _________� � STAIR ADDITION
REMOVE STONE/ _ _ _ _ _ _ _ _ ________ �;� COMPLETELY, INCLUDING � _ EXISTING STRUCTURE
MASONRY RUBBLE I I ; �� ; FOUNDA.TION
. AND REGRADE I � __ � �� � � — NEW CONCRETE WORK
LAWN TO � � ------ ,f}
MATCH EXIST. � � --------- EXCAVATE SLOPE AS NECESSARY '!
---------; � TO PROVIDE ACCESS FOR NEW '
SLOPE � � � RETAINING WALL FOUNDATION
� CON TRACTOR BID
� � ---------
�.�- 1�'�� _________� � INSTALLATION DRA WINGS
�-------- �
� � �
� /�j i i i i � ' --------I� � // //� ////// //� //�/ / //� //� F O R
� � � � � , � � � r� i i i i i r i NOT
; ;i/ � � , � � , �, , , �ii��iii�ii�iii ii� ii�ii� ii�
'; �!i � i i � � i \`�.__ i i ii�ii��ii�iii�ii��ii%i��ii��i�� C O N' S T R U C T I O N
� �i%/ � � � � � ; ; REPpIR ANY DAMAGE TO
I �------------�- �-
- --------------------- GAR14GE WALL, AS MAY
�// � i — —h--------i-- r------------I
i /� i i i i i
'' ' � � � `"-----------� REMOVE EXISTING RETAINING RESULT FROM REMOVAL
i /%/ �-------T--1--�--�--�--�--�----�-----i i � �
, /,� � � � � � � � , �------------' WALL, INCLUDING FOUNDATION OF RETAINING WALL
� � � �/ � � � I I 1 1 �
/ i i ---------� I
i ��,�� I I I I I I I � I �-- � �
j C/ / �� I I I I I I I j � �
� I / � . I I I I I I I � I I
' � ' � /� ' ' _' __�__i__i__i__1__ ______i CUT AND DISPOSE OF ASPHALT
I NO DESCRIPTION DATE
' � %/j r________T- �
� AS NECESSARY TO EXCAVATE AND REvisioN�s
i i ii� �--------�
� j/j ,\ PLACE NEW RETAINING WALL ARCHITEC)TS SEAL:
I � �%�j REMCJVE EXISTING ENTRY STAIR , FOUNDATtON ,
; j,;'; AND LANDINGS COMPLETELY, INCLUDING
PROVIDE ALL TEMP'ORARY � �j//� FOU�NDATION �
SHORING AND BRA�CING TO ' /�� • PROVIDE ALL TEMPORARY �-
PROTECT NEIGHBOR'S '�, �%�j� SHORING AND BRACING TO
WOOD—TIE RETAINING WALL ; %� ENSURE SAFETY AND
' � ��% CUT AND DISPOSE OF ASPHALT STABILITY OF EXISTING
' /� HOUSE FOUNDATION UNTIL
EXCAVATE SLOPE AS NECESSARY � ;jj/ AS NECESSARY TO EXCAVATE AND NEW WORK IS COMPLETED
TO PROVIDE ACCESS FOR NEW ; j jj PLACE NEW RETAINING WALL
RETAINING WALL F(OUNDATION i jj� FOUNDATION
INSTALLATION ///
--------------------------------------------' i//
--- ///// j j/ �// j//�// // / /� '// �j%� r
/j�j/��/j�j jj/jjj jj�/j�j j jj j//�j jjj j j%
,
PROJECIf
REMOVE EXISTING RETAINING PROPOSED EXTERIOR
WALL, INCLUDING IFOUNDATION ❑ ❑ DESIGN FOR :
� � MORNEAU RESIDENCE I
� CHARLES STREET
� SALEM , MA
- , -
,
� � ❑ SHEET 'TITLE I
� �
�
' EXIS�TING FLOOR PLANS
�
�
' & EILEVATIONS
;
�
�__=___��-'--------------- ----------------------------- DEM OLITION DRAWING
' �_____� ii .
� d a i�
------------ ' " + "
r' i i i�"__'Y p
ii__'_ i i�____'� �1 .
i i + � ��
' , i i_"� i + � ii �
� � �� l�_—_—=a ii . .
� r-------� ii r�i ���i i� SCALE I
� i r--------� i� ii i Y 1 ii
i i_________l ij 0 V 1 1 I� - � I I 7 I I
r_'__'_1"__'_""'_'______l � i� 0 1 1 � ,� � 1 /4 - 1 O �.
� �___ � i� A ! 1 1 i� •
� I__ � � I� 'LL�1 6si �I . .
I �I �� �
____"__'_'______'___________________'__"______""_ I I
�_'__ I I___ � �I I� � �
I I I I L�_________� - - - - - —
ii '' r-------------------------
—} '" PROJEICT NO. DRAWING N0.
i
i i r-- �
i i � � r— --------�
r-- i i
i i i � r----------� .
IL________T___________________�__�____I I 1
Ir-____-__J I F'___________y
I � �
l' DATE D 1
ti
4�� 12 /08
I
,_ _.. . .__. ____. . . ...__.______'
----____—,_ ,
_ _
-___ . . _ _—.__ ____ _____ . . _ .. . . _�— .,.
I
ARCHITECT:
GABRIEL PETINO
ARCHITECTURAL
THE�E DOCUMENTS ARE FOR DESIGN
DESI GN INTENT ONLY — CONTRACTOR
TO WERIFY ALL EXIST. CONDITIONS,
PATCH fEXTERIOR DIMENSIONS, FLOOR ELEVATIONS
WALL TCO MATCH
EXISTINCG �N-rER�oR & GIRADES PRIOR TO STARTING WORK
; AND tX;TERIOR
i FINISHE`S a'-o"
GC COORDINATE LOCATIOf� AND i �
QUANTITY OF EXTERIOR LIGHT RISERS (AS REQ'� TO MEET GRADE)�7-1/2"
FIXTURES AND EXTERIOR POWER o L E G E N D :
� � 5 TREADS (AS REQ'D TO MEET GRADE)�1'-0"
i OUTLETS W/ OWNER � A2
PATCH EXISTING FOUNDATION ---------•--- - STAIR / BUILDING DEMOLITION
j �--- ---------- --, WALL AS NECESSARY TO REPAIR
I � ' ANY DAMAGE THAT MAY CUT & FILL AS NECESSARY TO � /��j/'� - PAVEMENT CUTT�NG
i i BE CAUSED BY REMOVAL ALL NEW EXTERIOR LANDINGS R�GRADE & SLOPE LA�NN-GRADE
; ; OF EXISTING EXTERIOR TO RECEIVE BLUESTONE TOP o FILL TO ONE FOOT BELOW � - EXISTING STRUCTURE
' ' STAIR � NEW RETAINING WALL CAP
' ' NEW CONCRETE N STONE
i ' STAIRS & LANDING �=; ,` .' - - NEW CONCRETE WORK
( i i
' ' W/ BLUESTONE TREADS
i i ,
7R�7P1/2�� C:ONTRAC�TOR BID
6T�1'-o" � NEW RETAINING WALL
i o UP 9T@1?0/2 W� BLUESTONE CAP D R A WI N GS
I o 'o �
� 6X6 MAHOGANY AND COPPER CAP NOT FOR
'� 2X4 SQ. EDGE MAHOGANY CONSTRU 'CTION
PATCH PAVING TO MATCH EXISTING RAIL (TOP & BOTTOM)
� � W/ 3/4" X 2" TRIM BOARD
�P 2"SQ. MAHOGANY
8�_0�� 4R�7-1/2" BALUSTERS
3T�1'-0"
j t '-o" �2'-� i3�/is" a'-o" PAINTED PINE TRIM WRAP NU DESCRIPTIONI DATE
i
�-�
% LAG BOLTED TO CONCRETE SLAB REVISIONS
' ARCHITECTS SEAL•
6 TYPICAL RAILING DE I AIL
SCALE: 3/4" = 1 '-0"
;
I
i
;' !�
NEW RETAINING WALL PATCH PAVING TCO MATCH EXISTING
W/ BLUESTONE CAP {
I+
I PATCH PAVING TO MATCH EXISTING FRo�ECT 1
PORCH ROOF CONSTRI1C710N � �
il
ASPHALT SHINGLES A2 � � PROPOSED EXTERIOR i
»IS ROOFING FELT ;I
5/e" CDX PLYWOOD II
2x�o Ra,FTeRs a �6• o.c. NEW ENTRY PORCH W/ DESIGN �OR :
IX TIG BEADED PINE CEILING GABLE ROOF ��
12
MORNEAU RESIDENCE �i
� 2� CHARLES STREET
SALEM , M A �
; �
i
� � � � ❑ - ■ �
�
- SHEET TITLE
6 4 �
a� a2 PROPOSEL� PLANS &
ELEVATIO��S
� �
� �
�❑ ❑❑❑ ❑ N i i . �
i � i
i i � _ �'--
� i i i �
3 �❑❑ � ❑� � � � ; i �' ,,- , '
d 1 1 ' r'--
1 1 \ I i /�___�
A2 � � ' � SCALE —
; � , , ; , ; � �4� �� _ � ,_ � � �
�0��� ❑ ; ; \ ! o , ;, - ;---
�'__r
�� aoa ❑ �- � � �
PROJECT NO. DRAWING NO.
,
� � �
� � �
� , �
�
� � I I I � � 1 CONCRETE PO�RCH ' ' ' ' ' '
� � � � � � � , i I I ; I �
� � � � � � ' ' � STRUCTURE ' ' ' � A 1
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ARCHITECT:
GABRIE � PETINO
� ARCHITECTURA �
! CONCI�ETE NOTES:
THESE DOCUMENTS ARE FOR DESIGN
� CI. CONC�ETE W02K SHALL CONFO�M TO ACI STANDARD 318 -99 "BUILDING CODE REG22UIRE�1ENTS FO� 2EINFOf�CED CONCRETF_",
DESIGN INTENT ONLY — CONTRACTOR
TO VERIFY ALL EXIST. CONDITIONS, C2. CONCR'.�TE MINII'1UM 28 DAY STRENGTH SHALL BE 3000 PSI,
DIMENSIONS, FLOOR ELEVATIONS C3. CONCR?ETE SHALL BE NORMAL WEICsHT CONCIZETE WITH A NOMINAL DENSITY OF 195 PCF.
8c GRADES PR�IOR TO STARTING WORK C9. REINFO>12CING BA2S SHALL CONFORM TO AST�1 A 615 GRADE 60. AND SHALL BE DEFORMED. LAP ALL CONTINUOUS BA(�S A MINIMUM OF 90
DIAMElTE2S UNLESS OTHERWISE NOTED. PROVIDE MATCNING CO2NER AND INTERSECTION WALL BARS.
SEE PORCH ROOF FR �-1MING NOTES ON DWG A— � C5. CLEAR CONCRETE PROTECTION �o� REINFOI�CING:
' � � ' ` A. FOOTINGS: 3"
i � i ; i
8. FOUNDATION WALLS: I I/2"
C6. KEYS SHALL BE A f11NIf1U�1 OF 2" X 9" WITH BEVELED SIDES.
Cl. HORIZONTAL CONSTPUCTION JOINTS SHALL BE AS INDICATED ON THE DRAWINGS. VE2TICAL CONSTRUCTION JOINTS SHALL BE APPROVED BY
THE ARCNITECT. CONSTl2UCTION JOINTS SHALL BE FORMED WITH A STANDARD KEY AND ALL P.EINFORCINC3 EXTENDED A MINIMUf1
� ; O� 90 DIAMETE2S UNLESS OTHERWISE NOTED.
�_, �_, �_, _
CONTRACTOR BID
DRAWINGS
STRUCTURAL NOT FOR
4" LALLY CONSTRUCTION
COLUMN
ENCASED
,
IN FIBER —
; GLASS
' O R N A M E N TA L NO DESCRIPTION DATE
C 0 L U M N REvisioNs
#4@ 12�� 4�� MIN SLAB ARCHITECTS SEAL•
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� � o � � 1 ' - 0" TYP'ICAL STAIR TREADS, LANDINGS AND WALL CAPS �
� STYROFOAM TO BE TOPPED WITH 2" LIMESTONE � = #4@ 12 " 4---�
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I f #4@ 12" I 4===�
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� �4@ 18 WALL #4@ 12" 4====' „
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� o f— F � � EXIST. SLAB (GC VIF ELEV. ) WEEP HOLES F ' PROPOSED EXTERIOR
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; � � � ° , f „ � �4@ 18" - ;.,� #4@ 18 " "�r MORNEAU RESIDENCE
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' I ; BACKFILL EXIST. FTG. ( GC VIF ELEV. ) N �. �4@ � 8 N o #4@ 18� ^N o `
N 4 �4@ 12
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I r / o r f � r B A C K F I L r f r I F ° r SHEET TITLE
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, ' . _..P . _° . . ,.' . . . .� .. 7 e .. o i . '� i � �o.� i � .o � , ,o. ,. . . . .
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' , �(/ � - STEP FOOTING @ ENTRY AND RETAINING
2 ' - 6 "
STAIR WALL AS WALL STRUCTURAL DETAILS
6� ' — �" 4'- 0" + /— 4' - 6 " + /— REQUIRED TO MAINTAIN
4' - 0"
� WALL FOOTING BELOW
FROST LINE
i SCALE
� �2 � � _ � ,_ � � �
EfNTRY STRUCTURE �OWER � ANDING � OW RETAININ �G WALL HIGH RETAINING WALL
� � 3 4 PROJECT NO, DRAWING NO.
I �
il , DATE �
� •
4/ 12 /08 �
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