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0045 WASHINGTON SQUARE NORTH - BPA-06-1070 � M , ,� l k 5 � fl'� � • � �s�+s�wcr���+w �riovEo sr t++E JdS�P�TQ9 FWQR T�A.PF.641r 9EWG GRANTED ' � CITY OF SALEM �,./ �O- ..6 � ��b� � , . � ,.� . �����s��n5 �a� �� k pAp�y�pp�rp y� � looation of (� � ' �MiMOMe OYMIt1 Y�_No_ ��ai b b � :� Coiwl�On Aw�9 Y�_No� BWLDIMG PERWT APP�ICATION F�OR: P�rmit W: lCkdo whiolwwr appy) Root� Roroof. InWY Si�linp, CorW� D�dc. Slwd. Poa�. � R�p�i�/R�pl�a, Olh�r'+.. P1.EI►tE RLL CUT LEGI6LY i COYPLE�EL.Y TO AVOID DELAYS W PROCESSWC TO THE IMSPECTOR OF BUILWt�KiS Th� w�dw+ip�wd h�aby �PPY�s br a p�mit b WYId accordir►p w trw Iolbwwp � -�9���.e � owwr:wm. d wt � s � �`S �� Addfii�� PhOfW y 5 �a S� I N`� u1 �� ��� � � �l � ��'0 � ly p Nct�itwx's N�rn� I Addr.s.a wa�. 1 � �� � �d� �� ; � � �.����� . �a � wu.�k n.p.�o..d wrarpa h D v � ��1 - - � rl� v� � �wr.i a armrq� � ° ° � r.swrr�,ar nar�..n�warw�_,_ w�r w�ou,a o�on.w iwrr Py � S ; °� � � EUY�Wo oat J o� cl�r uaiw• N p` Y�w ' �. � X �. , ►. a ��, �owEo u P�nr �scwpraH oF wowc To� coNE of /(� (�'�� [/�VC/ ri rG(/l � (� II i�;utnci `vi� � �' c vn�r� � �e I w� �Ta � , � � � , � I . ' � � � � s � _ � � � o !"� p � � � � . l � q � ' , o � �. � � � - . . \ � °�' L � � �- � o � � � � d - . � , I � __ � ��.�/°� , , � ���-- -�» 6���- � .- � � '� 7�0� �� �.�� ���y : �.�`�/�i��.��lr �. /"°�� ,� � 1 CITY OF SALEM �� � BOARD 120 WASHINGTOI �ro� � y SALEM, MASB 14ayor Rimberely Driscoll TELEPHON Fnx: 9 AG BOARD JUNE 21,20 3RD FLOOR, ROOM 313 — 1. CONT'INUED: Pedtion of Nicholas 0,, from side setback to allow a third floot STREET R-2. � ,�2. CONtINUED: Petition of Anthony AI pazking regulations to allow a second c ; `IDESMOND TERRACE R-1. � 3. Petition of John&Evelyn Walsh reque yazd setback to conshuct a 10 x 12 sun BROADWAY R-2. 4. Petition�f.Thotnas&. Da•�r�.('-*�^•^�� � t ' � NOTE: Inlerior wolis to remuan � ' ' 5/8" th. x 14' 2•8 O 2<" lor loteroi load resisto�ce. DEEP PLYWOOD +/- NEW. GUSSET Pl. ADD'L x 10' � WSTALL BOTH LONG (MIN.) � SIDES OF RAFTER PAIR. CR E = EXISTING 7 � i q i CT CT 3, CONNECTiON 7ABLE oa ROBERT ' `�T NAME DETS. � N � H' m � t-3/4"x9-1/4" 2x4 �24'+/- CR 6 10-16 SCREWS o GRIFFIN y LVL, CONT., EA. CT (3) A10-16 SCREWS, EA. END `� CIVIL �" - SiDE C2x (5) M70-16 SCREWS, E0. SPA. #36686 � I 3/8^ Dw - CP 4 10-16 SCREWS CZX . STEEL ROD `'2�( . ` � 4� f w/TURNBUCKLE / ,,L! � w ( � 8' CL � i NEW 2z6 POST NEW 2z6 POST 3" � z<- +i— : CP CP :� � 2<- +i— c4> 5ie- o�. 0 0 � HOLES FOR 1/2' DIA. 3" z 26' +/— uc eo�rs � o 0 � ASTM A36 7/B" DIA. HOIE = S E C TI 0 N � ANGLE 5x5x5/16 FOR 3/4" DIA. � x 5' LONG q$TM A307 BOLT C7 i SCALE 3/16"= 1 '-0" � STEEL ANGLE DETAIL 2 cg SCALE 1-7/2"=1'-0" � (iYP.. EA. SIDE) a m ! � 3„ � � � � 0 < z• .i- �4� s�a- oa. � � ��� � CONT. Qe FIAT � S� SEE STEEL ANGLE SEE STEEL 1 3/4 WL x 9 1/a, HOLES FOR t/2" Dw. � SLOPED LAG BOLTS o 0 OET. 1, THIS SHEET DET. 2, THIS � 3'r I o . n SHEET n n n ASTM A36 0 0 o x . • x ANGLE 5x5x5/16 1/2� DIA. HOLE $ w w w w x 5" IONG FOR 3/8" DIA. e ASTM A36 ROD � Q o n STEEL ANGLE DETAIL 1 0 � o �a o � Q 3/4" DIA. . , SCAIE 1-1/2"=1'-0' �� 3/a' Dw. ,,� /STM a307 BOLT (iYp„ Eq. SIDE) I n W Q ASTM A307 BOIT �w Q o y � '� v�� .. ; y I E2x7 = Exisl. 2.7 Rofter s�a�e: 45 Washington Sq., Nor-th i cy �' +/- � N2x8 = New 1.5" r 7.25" Rofter '� 0 Feet Roof Section � t�.) File: � Salern, MA. � PLAN � 8' CEILING LEVEL ��^ E^�^°�^9 +�+D� LLC References 45 WaShIIIC�tOII SC.�., North E SCALE 3/4'=1'-0' Be�X W�dwsscts Roof SeCtion Figure W (NP.. EA. SIDE) � 9�-8�-$��1 S K I � � Q a a i C � � NOTE: Inlerior wolls to remain � ' ' 5/8" lh. x t 4" � 2x8 O 24" (or Ioterol lood resistonce. DEEP PLYWOOD +/- NEW. GUSSET PL. ADD'L x 10' INSTALL BOTH � LONG (MIN.) � SIDES OF � RAFTER PAIR. /�R E = EXISTING 7 l� �q � 3� CONNECTION TABLE O= ROBERT t CT CT �,ME oETs. � N H. 1-3/4'x9- /4T CR 6 10-16 SCREWS � GRIFFIN y Lvl, CONT., Eq. 2x4 �2a"+/- CT (3) A10-16 SCREWS, EA. END CIVIL " � SIDE C2x (5) N10-16 SCREWS, E0. SPA. #36686 � CP 4 70-16 SCREWS � 3/8" D64. 14' � � 4 C ZX , STEEL ROD • CZ X w/TURNBUCKLE / ,/L!_� C9lZ 8' CL. NEW 2z6 POST NEW 2x6 POST Z" � 24- +i- : C P C P :� � 24• +i- � �4> 5�8� ow. 0 0 HOLES FOR 1/2" DIA. 3" i 2 6r +/— - lAG BOLTS o 0 ' �i i °D 7/8� DIA. HOLE � ����� �� � ASTM A36 FOR 3/4" DiA. ANGIE 5x5z5/16 � � ASTM A307 BOLT x 5� IONG � SCALE 3/ 16"= 1 ' -0" � STEEL ANGLE DETAIL 2 i 3 scn�e �-�/Y=�'-o' � � (rra., eo,. sioe) a � � 3" �! o I v Z' �/' (4) 5/8' DIA. . � � ��� --{ CONT. & FIAT . � SEE STEEL ANGLE SEE STEEL I 1 3/4 lVl x 9 1/4, HOIES FOR t/2" Dw. SLOPED LAG BOLTS � � OET. 1, THIS SHEET DET. 2, THIS 3" $ x SHEET x x x ASTM A36 ° ° o ANGLE Sx5x5/i6 1/2" DIA. HOLE 8 w w w w x 5' LONG FOR 3/8" DIA. � ASTM A36 ROD n o e o e STEEL ANGIE DETAIL 1 R p.� < O..� �, s � Q o �a 3/a- ow. scr�E i-�/2'=i'-o" �� 3/4" DIA. �� ASTM A307 BOLT (Np„ EA, SIDE) � � W t- ASTM A307 BOLT �W�- 1 Z n N a n N a Q E2z7 = Exist. 2:7 Rofter s�a�e: 45 Washington Sq., Not-th � � I �' +/- � N2x8 = New 1.5" x 7.25� Rofter 0 Feet Roof Saetion � crn.) p��e: � Salem. MA. ' T � PLAN � 8� CEILING LEVEL �� ��°°�g �P� LLC References_ 45 WOSFlIf1C�tOII SC�., North E SCALE 3/4'=1'-0" B��Y. M�� Roof Section Figure � �,�.. �. s�oE> a�—s�-5,,, S K 1 � a a ' NOTE: �nterior wdls to remofn �� ' 5/8" lh. x t 4" Zx8 O 24„ for ioteroi bod resistonce. DEEP PL`IWOOD +/— NEW, GUSSET PL. ADD'L x 10' , i INSTAIL BOTH LONG (MINJ i SIOES OF WIFTER PAtR. /�� E = EXISTING .� \� i A ICT CT 3' CONNECTION TABLE � � O� ROBERT FLAT NAME DE7S. � y � H. m �-3�4 x9-��4 2x4 �24'+/- CR 6 10-16 SCREWS o GRIFFIN � � lVl., CONT., EA. CT (3) N10-16 SCREWS, EA. END `� CIVIL "' SIDE C2x (5) �10-16 SCREWS, E0. SPA. #36686 , CP 4 10-76 SCREWS � 3/8" DIA. � 4+ + � � CZX . STEEL ROD C Z X � � w/TURNBUCKLE / ,/L( N (9 Z (l�i� . 8' CL. NEW 2x6 POST ' NEW 2x6 POST 3" 0 2<• +i- : CP CP :� � z<- .i- �<> 5�8• ow. 0 0 � HOIES FOR 1/2" DIA. .. 3" -i . Z6r +/— LAG BOLTS � � o 0 c W �TM �6 7/8" DIA. HOLE = S E C TI 0 N � ANGLE Sx5x5/16 FOR 3/4" OW. i � � x 5" LONG � ASTM A307 BOLT � n SCALE 3/16"= 1 '-0" STEEL ANGLE DETAIL 2 1 c� SCALE 1-1/2"=1'-0' � .a (T'P.. EA. SIDE) � m " 3" I "� � � 0 a a Z• ,�_ (4) 5/8" Dw. � �� CONT. & FLAT P° SEE STEEL ANGLE �SEE` STEEL � 1 3/4 LVL x 9 1/4, HOLES FOR 1/2" DIA. SLOPED lAG BOLTS o ::o '� DET. 1, TtiiS SHEET DET. 2, THIS 3" $ r SHEET n n n ASTM A36 ° ° o x x x x ANCLE Sx5x5/16 1/2� DiA. HOIE $ w w w w x 5" LONG ' FOR 3/B" DIA. �° � '� ASTM A36 ROD � o� o� STEEL ANGLE DETAIL 1 . ipn < o..� s o � a o ¢a 3/4" DIA. � �' �� 3/4" DIA. �� PSTM A307 BOLT SCALE i-1/,2"=7'-0' � I � � w� ASTM A307 BOLT �W�- (n'P.. �. S�DE) o n Na n Na = 45 Washin ton S North y E2x7 = Ex�st. 2x7 Rofter SCole: g q•� m I f t/- � N2x8 = New 1.5" x 7.25' Rofter 0 Feet Roof Section � i � cTw.> File: � Solem, MA. ' T oPLAN � 8' CEIUNG LEVEL cYIfM En�neer�ng c,toup, uc R t� �P fP<. 45 Washington Sq., North scn�e a�a•=,•-o• �y. W� Roof Section F'9°�e E SK1� (ttP.. EA. SiDE) 978-927-5111 � � � � N � '. Q a a Y � yr'.__._ , ..__.._._. . ._...._...... ..........__. ._.._.___._.. _.._"_""' . 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