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0007 CHARLES STREET - BPA-08-2039 . Y ; 1� ::� �� { : .,: '� �' -i I � � ' C 1 . �Y �� .. t The Commonwealth of sMassnchusetts, , � ; , , �-(lR , T � � ' ; 8oqrd of Biuldmg Regulunons und Stundurds t - � � �r � j r 5 i s a MUNIC 1PAl 17l '� \ 4 Massachusetts Smte Huitdmg Code 78U CMR 7 S cdition 7 , USE ' � r � ,� Bwlding Pennit f�p'pl�cauon To Conscncct,Rep,��rr Etenovate Or Demol�sh u h Ru rsrd J�nmmi � , , ,Orre-or7Jia-Fiun�lp DxetlFng �' / 'rNk4 i � ' ts;. e r . . . . . � .. : . �: , u'` � s _ �j18 SGCI10711FOY:Q�ICIG�U60� � � �` f r r `BwldmgPerm�t um. �.,. � ' ' ' ' Date.APP,lied' , � . ; : , , .�:,:., :... :., • . . _. : _... _ _ :. �... , �, i �t � � < : ` , �. a $1$IWlll(C� '� ��� :_ r ����F��,T a �:_ , Bufdtln Cummiss�o rofuCBulldings s Data:..w r ����F.:' �,;:. n ; ° '' '"_ • ECTION7,'SiTB;INFORMATIUN �.:< ` " - _ b„ s '. '::. `: .° ,. -��_ .. ...;...�. . ' �.. _ _ ..� �.1i:„- � ti� � 1:1 Pro�Adde 3 � „ ;. �1.2 Asceseors'Mup&.Pa�cel�Numbers' �j�* ` ,� .:: ,:; . f a v� r �� r i� � R'j � •.. � .. . ' > _ � �•.s.^. w -. -.,,:_-v ,,..c ,>�r � ..+�k....,...v S �`, .��. :_:� . �° �� .._ �... .�:. �M' Numher ;� } .t...., *'��PuRrf-NumtnT`s-_ � ,: 1 tu Is thu un uttepted sveet �ro �A ,rt � -> n '� 1:3,7aning l�ormutlon + ' , L4 Property-Dlmensio`i�. , �'rr� �� � � '� � <� ; � 3 ..: i _:c !'. f.i �..� � "' ...�..' � '- - '.J'� � r . ,.:� UeF.ix ny <[..'. �r � f t .;_ Zpning:Distnct"' , -�. P{oposed Use'.::. -.. . . .. -.,WI Area(s91t)� � �,_- Froutnge lltl 4,�+_ � �-- =� ' 1:5,Bu1WIng 3et6aeka(ft)..`'� x ', `^ { , ` =3,',�it �>� ,c�x> . t � �- i s r ��� t - r w ,,. ,, r � 1 h .�-'c'� y� r. ,-,. Sak Y"qde hT�,�; '"i .: � .;:,_, ,�;.,::.Fmnt*Yard,.. . .�„+.� .::.�_ . ._, < �, ,,.ry ��,ReurYard ,.¢ .. —J 6� ,-J ' f D�, - p���J_*J � -•} p-:� }�1-. . . 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'+ a ��'r-�'"��' ` SEC7'ION 76 OWNHt�OR AU'�'HOR17.�+,)D;AGENT DECLqI�A�YON� �M �a r �`G r ' y� � 4S L v}� ' / t y t� S Wf.4 f $�.� 'f '� � S��`bi u j}�T F6 4' ,��. l : �� s� ' `� '.�n�� ��e�aCorx '�a.�cai�'��a.�.;C.' `os'`Ownecm,AuthorizedAgenhha�bydeilnte,� � ,',�. that tliesldremei�a�iafarmntion wi the faregmng flppli on are true ond¢ccvrate^to the best of my knowleiig`e n� ' m i. �c. � i : r w.� rs a > >" r�J-^-ri� r Z' :� '- � r��'be6a{f -.� �, ..� .:-,-� �."� �,r�n, . . ti x -: l- +t a s� .-n n .J � °' -G , .i�s _ 'i d�rrN, . �..-.. �:l. '' �i- .z,_ ,-_"+� � �zr,t.T-r' � � .Pf7iit NYmG.7 � :_S I''-�i r k _} '1 �. t'�.vt . �-'����'Y0 I' , # r � ! .. n " :-_ g _� y : tr� e ? S�gnenneof ar.AuthorizedAgen4S3 -� ,; -, :�:Dote, � ' s vY'- P' .(R..�M.ln v._. Z S .F T 1 . ' [ ti - 1 'Y - y .- $1 Llld[[Ih! Wld 1�lb-0}� �'.. r h . �, ��. cry �, ' � --. u S . �S4i-e�. .m�.kT Ta:�?FtT`1�^- _..�f ti:'} r.NOT'�i �-��` r �:a'.� C - ' �Y� . 5. � J " a> '1 An O�atwlb�oti��rm u tiuild�ng pertnit to do h�er own work:;4r an owaer who hves an unreg�steted wntrni�tot = "' � `' ;� �,C'�at'�+�4�in�tlrc�me I�,mprovemenl CwitrA�to[(HIC)'Pragrnm).{V�II r�M havtuaes�[ozlhcarttitrnuon � �' „ , -. : r.c -� �=�-PP�og¢m�8uu'ranrysfwM UnderM.d.I:scE 142A.;O�fier�im]wttont�qfOrmeUo�an Me HIC Wogrumv� ����;, � t '`, 't � �?�Co�uction� �i�r�l�ensiag/CSLf cun�found inn7,86,,CMlt� `Regulod"ona J l0 Rb_a'hkl 1,t0 R5,tb•�nvely � ' ` -r "K 2 xr Whefisuti mdtlal4wark ia pianned provide tlu mformotba beto��sx y"�; " f x. . ' �$ f � .,- � ' �->Taml�flows areu{9ij R)'� F ?� -� � �.T �` '-:(mcludm fimshed basanendatNcx de�k's ur fnhl ,.' -s�.. t(�i/0�55��Vi178 WC�L(SQ f�.�� c t r�S ��}HONIhIbIG f0'Ot0 COIIM� : wi+-�. ... � �t- � �'�Ndmbv of�fi�epin'c� ` " � , � .Number of 6edmoms�� -� s . " �: r �'' Numberofbuthraoms. � , . a � � Num6erbfhuff%bnths t .— ` _ �. � � _tTyryu uf'heut�ng.5y5teR1�'�+-"- r � a� �� 'v '� .E-NUIrtbC►of dClk6/po1LhC5 r - �'� ' �� �' y n £� yTYPetnf�`ao�l�ng sy`stooC � + ' _ t � -- u :�En�leised �t �-��. ppe� z- . �,r � � ` - ._. ; ,'.� ea> n :.> � . � �"_ � - � . : t `r, � 7` '�COIW P10Jl�[SqtlaR FOOfagl.`. iTIIy bC SllbShcqhd(O�'�TOIGI�PfOJCC/CO$� k �`x n{ r ` � � { LY Z �.r y f -..c �kti.�w g"�y �.F.F Y �t F� Z v . /�.. S f�. �*r J � �� �}�_ � l .1 t . 4 I Y ♦ .�. .{' v .Y ,' ' `` _zc.:�-- . ?� !.-��� .�s . ,t� 4 T a`' l r �" ' r, ' [' . } . A25 ♦Y 3 h ' M 1 S i y l , -:.,� 'J �. • � T 'k ' } ..; L ' . } _ : ' �4 �r ' �. ] i 1 .� ' .. ... !" .. �f :-�'3. .��.�. '�. . ..�. -`� .�'... � . . a .i. L .. . ♦. . . .. ve _� . . . ..� .... . . . . . . .. . .. Y . . . - . . _ �,- - - �. ,,..... . .�..Y.,��.,. .,,...- �.�� _ _ . _- ,, - - . ARCHITECT: , . 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 � � � � � � � � � � � � � � i i i i i i i i i i i i i i DATE 1 I __________ I I '_ I I I j I I I 1 I I , 1___ _________________________________________ I ___ `_______ _______� ____________________'__'________ ____�___ I I I I I . � i i � i r--� ------------------------ --------------i r-- -----------i 4� 12 //O V i i i i i i � ________� �___________________________________L____________________________________J L_____________________________'___ ______________� �_'_______________'� .._....__. __.._1_ - . . ___'"�_. .._.._...--_. . . . . _ . ..___._�.. _..._�� �� ..___.__ ._._�_.__._, ..._ '.._— . _�_._� . ____� ..__�. . i �_ i�. . �. ,-, �.w, _ . �_. � — ---�.. � � _ . _-----. _-- . _ __ -- ---- --- _.--- . . ._. `_ ---- --- . �_--.�-. —�- - ---.—s� - ----_ , 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• 'I � f� I � - � � o � � 1 ' - 0" TYP'ICAL STAIR TREADS, LANDINGS AND WALL CAPS � � STYROFOAM TO BE TOPPED WITH 2" LIMESTONE � = #4@ 12 " 4---� , . : I f #4@ 12" I 4===� N , � I , EXIST. CONC. + , 4===� „ � �4@ 18 WALL #4@ 12" 4====' „ i ° � , STYROFOAM N =�4;@ 18 #4@ 12 � - � � � � 4===� #5@ 12„ o:F ;�e , I . . , �F. � . 6 . � _ \ � � + ,. _ �4@ 1D2 �� r + ,.. #4@ 12 �� -_ I PROJECT , � o f— F � � EXIST. SLAB (GC VIF ELEV. ) WEEP HOLES F ' PROPOSED EXTERIOR �r z - � @ 4 — 0 DESIGN FOR : I �' Q °�6 - ,1 " , � ,� _ ; ' � -- . r ; � � � ° , f „ � �4@ 18" - ;.,� #4@ 18 " "�r MORNEAU RESIDENCE �4@ 18 ,- ; � � #4@ 12 " � #4@ 12 " � „ CHARLES STREET f r , j �' F . . ��OIL � � „ � � „ o� ,: #5@ 12 SALEM , MA ' I ; BACKFILL EXIST. FTG. ( GC VIF ELEV. ) N �. �4@ � 8 N o #4@ 18� ^N o ` N 4 �4@ 12 _ � ;,� ;_ � � � �S O I L o ' #�@ 12" '"� o - I r / o r f � r B A C K F I L r f r I F ° r SHEET TITLE F . < , r— , , � � ; L 2, _ 6 ,� �— , ' . _..P . _° . . ,.' . . . .� .. 7 e .. o i . '� i � �o.� i � .o � , ,o. ,. . . . . . . -o . .. . .� ' , �(/ � - 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 � - __ -- _ _ _ _ _ _�____ _--__ _ __ __.__ -- ________ _ -_ __----- � - -- --- _------- _ _ __ __._._ ,