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0227 HIGHLAND AVENUE - BPA-05-362 � �a� � , ��s�eE�s,wo Mwnov�er � ����ow rp�'�e�a�wa c�wt(� CITY OF SALEM ������ ._ , � �- � . . �,� , � S.. 'y �_y d� k Rap�rly l.ae�Md Yt Loeation oE dM FYN�IIC UMIICl7 YM NO X � 227 Highland Ave. M P�apMy LOo�Md in :� rN Con�rMlon A�9 . YM No X BUI��Nq P�T APPIJCATqN F�k Permn ro: (Ckcla whk�rK apply) Roof. R«oof. IrwhN SidYip, Conp�t Orok. Sh,d. Poo�. ��� Q��; Alteration PLEASE F�L OIl1'La�LY i CaYPLE�LY TO AVOID OELAIfs N PIIOCEss�q TO 11iE INSPECTOR OF BUILDINf3S: �. � t�er�by eppM� tor a p�rmk to bulid aabrd�p.ro th�.foMowinp QWlprs �lA� D.S.M. Realty � 875 East St. �� � Phq� Tewksbury, MA 01876 (978 ) 851-8000 ' A��s �� Michael Oratovsky, AIA �1l�s a �f0�» 875 East St. , Tewksbury, MA ( 978) 851-8000 �n� N�� Seppala Construction Co. , Inc. � �ro� � � 22 Perkins Rd. , Rindge, NH 0346 603 899-3011 �w�w�����? Supermarket MIYIWab�11�7 Masonry Constr. M��p����y�� YII�Ol�lp Cqrpll�b hW7 Yes �p No E��� $40,000.00 ���w� �����R CS 18641 � r� I�so���t 'l�. Lie. 1 �� uMoe�n� �unr• �� DESCRIPTION OF MIOliK Ta 8E DONE � Close in Loading Dock MNL PEFiMIT T0: � � � -- - — - I � . .. � • :� ' � . .w , . 9K% . . . � � . . ,a p.� . .. I ' .i.�.. i a. . ' , Y � '� •F. I _jl � � �t �ry .A�,v.:N�' �, I � �n y I � � � _.�,. ,� �� � _. . � � .. . � . . � . � .� � . � . ° � � � � . � - � •1'1 • • � � �, �o��� of n����� . � �. ,r , ��1J.P..t.r.��.7.4�IriK�a�� . '', boo UI..�;��5+�..� �...i c....+ � 13.r.w 7f�...�Lr.� o���� . c«...... ' . . � Workert' Compctwtios IAntnnoe Allida!►it y_ � Seppala Construction Co. , Inc. , , • . . wlfb.i Vr�pal oLw O/bodnas aC , . . 22 Perkins Road, R�ndge,• NH 03461 � ' . . � � 'S d0 htfeby�Cers�r undet i}�t paiA! snd PeAild�s Of pfjqi � p XX 1 sat a� arWloys+ y�ovidta� �vorkset� coa�ea�sttw covep/s tor nry anile�ed weekie�oA . dilleM. ' ' • . • Acadfa Insurance , ' • WCF1500839 liuurae�a Ceny�q . ' P ?lu�ai�r - . . . 1 sw� a sek yreorkmt snd hsw ao ons worfci�{fir nw i�nq► oWa4• . () 1 am s �ok vroCrkse►, iensral co�ao► or homeoMrnv (d►ch ess) sa� A�ve Nn� dN . ' co�nnaors liasd below who•hsw tbi foltowia� workvs' cen+Pensssfo� PoNdri . • ��� ' � Inwwnia Cemosay/�o Numi� ��s� Insunncs Co�npiwp/Io Nun�YM Coeu�uo� In�wsnce Gom;sar/Poliq N�aib�r � () 1 am � homsowna performin� sli the work nryrdf. . • I r�wnuM sw�w�d Oi wwnww.�M ler..areN . er Orts.A M.e4ww�f sr Dlw Nr c�.w+R•wik�w+M�w lire o rert �e�a�e a1 rrMn�Mw S�ciM 2SA�f FIGI I S 2 [7n MN M OM irp�O��f Oiw�1�����dO�MMd�i N 7 ir d�M I,f00m a�Yv� , ►er�'iarrMw+K a�y d.1�sMtir ii ibt �w+��!� STOr W ORK ORDER sir�M d i t00.00 a�w Riw�r. Sl�ntd this , 2�'1�" ds�' ef � n�� 1,,��sr . _ �00 `t- ✓��, / > o n aX� :;ccr,seciFc iuee 6wldinf Geparsn.enc �censin� Eosr� Se{camens Office �nith Gep�r.mer� -- -- - - - - :;;: . . _- - __ . , - - .-.ccGC' �5 � : �04 �Qr aQe� T]c _ .. , . _._ _. _ . �.=. - F._.... . . . . . . . . . . . . . . . . _ _. .._ . . . _. . _ . . . . � . . .. . .. . .. . . . . . . .. . .. . . . . .. _ . ... . . . ._ . . . ... . . ._.. .. . . .. .. . . . . .. _ . _. : ... . . . . .. . . . . . _ . .. . . .. . . . . .. . .. ... . . . .. . . ... . . .. .. . . . .. I I i ' , ml I --�--- C I o � _ I I � 8�-9� o � � -. 5,_s„ , I . . m I � 't I � ' . I . I " � i �D � n � I ��I_Cll � p V � � DAIRY � , �_ ,9�-, , � � 5-� �� 5_� � ' __ 8'O.H.D. � �`�v I I ��� v �� , �� , omy AA I �m =Y � . .. .. . � _ In0 'A �� � p� C7 G `a m A o, ."C7 Vq � 'O r C'> i p� �N `�+' i Z7rT1 �00 �ti r-{ �n-y p Q p�jj '�x :.��� m ' � A�o O� o I �� � I �� . y . ,� v . . . . � ��. . . . . _ . .. . - i 1 � . g��_6�� � ,_ 42,_2�� . � Qm I �� ; EXISTING CONDITION . COVERED LOADING PLATFORM 940 s.f. � _ ; ; � : k ! � - EXISTING CON�mON —.. i I . i ---�'-- C I . � I � - . �� _ � . I I a�-9" . O I O .. I I I . . � I - � � ' � � I I I D I 52'-6" � . � _ DAIRY � , ,_o„� , �-, , 2�� � � -- — � 5�—a� ' 5'-0�� � , 8'O.N.D. • � — — , � * �E `���' .I . I . , � ``, v/ IST1iJG D06R � . . g� � TO BE BLOCKED � A 1 A �m '� y➢ ; I . . . ... � . Z N� t . C'7� � O� o r o� ! . . .. .. . . _. _.-- O� �52��•, �' ��N o � NEW72" CMU . _ Ar� 4 = . . . �� `� � . ctn � . . . .. p . . JO ��� O o . � . _ N � O . � 6{�V)'x8'OVERHEPD �OOR \ - � _6 � �_ 42�_2�� J � �� 8'z8'OVEf2H PD DDOR 8'x8' OVERHEPD DOOR 8'z8'OVERHEFD�ODR S'�'OVERHEAD DOOR - F _ `� . I .. . � � . r ' i : , . . . „ . : . ,.; �_�� $�_p�� �_p� 8�_0�� �_�� �_��� �_�� 8�_��� � � � � �-a PROPOSED ENCLOSED LOADING DOCK 940 s .f. ; , � � � EXISlING Pf( � � i SALMDOCK �'�e� ° �cy�r`� . 0 , F � , �o � : � � � � A9A&S. v�� � � � � 9llHOF M�``'SP �• � G � i f j I � BRONZE DD�ZED ; { ALUMINU i � . � . ; � � � � '. l ��o o ii o iir i ii a vi io 0 o ai a �io o ..vi a .i .i I - . . i = � I � ' z ' X i - a ` � M A R K E T B A S K ET S A L E M , M A N�w MasoNRY To NAT�H Ex�snN� PROPOSED LOADING DOCK ENCLOSURE. i � � � � � --�--- � i � � � , , 5�_6,. � e,_y„ � I � i 0 � � � � � � � 52'-6" i a � I � � � DAIRY I -- — ' �_ , �-, , z�� � 5�_Q„ � 5'-0" � � , 6' O.H.D. , ��/V I I . \��� z m �� omy 1 AAn � �� � �O n� A � � 1 nr � 0� ��!'9pr1 Oi . �.� � �rn A9 �� (AA � ��'r^= O _ r �0C m� � �� ti� � �Vl ��m � ' . . � ��0� � � I � Z� � � � � � . . �. . � .. � � 50'-6" �6� 4 �- m Q r;, a� EXISTING CONDITION . COVERED LOADING PLATFORM 940 s.f. � � � ; , ; €zi�nne cotiomon � � i ---�-- o � � I C � 5_ i I i , 8, „ O I � o � � � I � , � I � � ' I 52'-6" ' � � I � � � � 7 '- � 19'-1 1 0 ; � , DAIRY � � 5-0 � � � g-0�� � ; � -- — _ _ 8' O.N.D. .... ``�"� I � I ' `�,v S'fING DOOR �� . � � . BE BLOCKED � A A _. . .. .. . �� m � Z �n o C'7 0 � O Gm'> � r t-�r O � a�+� rn ."Ll.'L7 o p o O� ry� o �7N o _ �N NEW12"CMU m� p i � � � Ac�i� �N o I � . � N O � 6(W)'z8' OVERHEPD DOOR \ = �_6„ - � �_ 42�_ �� i - � � S�'p g'c8'OYERH DD�2 8'z6' OVERHEAD DOOR 8'x6' O�ERHEAD DOOR S'x8' OVERHEPD DOOR ' c� { - I . .. . . �_Q� �_�u � �_�� �_pu �_Q� �_��� �_�� 8�_ �� � 2� i I PROPOSED ENCLOSED LOADING DOCK 940 s .f. � e�rnnc vR 1 ����Q��H � K { � L � �; � � �� � � �. < W s �s �s.' ��'�'% 2 �9lTll OF M�'S�'P e� BRONZE ODIZEp i ALUAIINU � � � ,� �, _ � ' i - = i J I Z _ X I � � M A R K ET B A S K E T S A L E M � M A � NEW MlSONRY TO NATCH ERISiING ' PROPOSED LOADING DOCK ENCLOSURE. .- . __ __ ___ .__ . . _ _ ..�..._.. : -- -_�:._ _ I _ _ -Y-� .� ..,.__:._... _ -.- �- _ -�,,.-.,.,..�.,. _ _ � _ j � � . .. . ... . , . . .. ... . �_ .. . . . _. _ ... . . . . . ... . .. .. .. .. � . .. . . . . . . . . . . . . . . . . . .. ... . . .. . . . ... . . . .. . . .. . � . � . � . . . . . . . . . . � . : .. . � . . � . . . . 9-03-04 I , , , ISSUED . � , � ; 1 +, . : j . ; . . � N8.8 �19 N9.9 �3.8 �}9 N9.9} . , ,� , , . ! �$1 -4 } �-4"t � . , �^ ; , n � �, ( � � , ' 6'-0� 4�-�� j I i i � �, GENERAL ,. I ' � ' � ` � rvEv� t2" e�octc ' '� L The Contractor shali verify all existing and new dimensions and conditions at the site ; a NorE 'E" i ,,• ���; i �' wnu (UNDER) �e � �, and report ony discrepancies to the Architect before ordering moterioi ond proceeding �, � / \F I ,. . t^ � c � with the work. ��+, � �- � v;Ri. �, fi i � o! �p I � 0 ' 2. All work shaN conform t. . , P , , � o�G�r,� � I � 4A �. o�G�,� � n i' \�, i ; 4 � C�� ( , c o the reqwrements of the Massachus..tts State 8u�ldmg Code. I �,,;�' __ � -___ --_ _ _- -.- __�� �- _ - -- N yY ExisT w2 x55 y 3. All ,.ections, detaiis, notes. methods, or m�aterials shoWin nnd/or noted on any plan, ; _.___ _ __v��� , ____„\� I (uN�ER) NEw L sect�on or elevation shaii apply to alt other s'imitar locations unless otherwise noted. , H ---- •--- H 4. Desi n wind velacit , -- , . . ,,� :.; .. « ----------- -- � .� rk ------------- - _ - ---- - -- --- `�- � --t-- �---=�� � ! �.�.:,;.. .. � . � , � 9 Y 90 mph, exposures C,� 1=1.0. ; \���, i_ �� ----- --._ _.__ __-� -� t � / � , „ , � � . ; 5. Existing structurat members shall not be cut, removed or aitered unless the j � _ _ _ __ _ _ _:__� , - ; ; �-z-�� vEar. : ; ; � o� C'.9 I � I�� J � i G.g Cortrocfor has verified existingJnew support cohditions for odequacy and fias notified the � � � � , 1 1 ' > �� � --'--- --�---- "*--- -------- ---------- --� I � Architect of an discre anc . i ; ,� � ,� < � „ Y P Y i I : r ; ; ; i � � ( �� � �. � � ; 6. The Contractor sha!( shore end/or underpin existing work as required to safely instail i �� ' � ; � � � � 's; ; new work. This work shai! be the fuil respons��brlity of the Contractor and no act direction � , � � -,i � ' ' � n � o ' �{`- �- , � or review of any system or method by the . A� chitect shall change or effect the ' � -r- , i , i X �� �.i 4 � I'�` � � , ------ --------- -- , � � � , Contractor s res ensibilit i i , N �----_ � ---- ��� � P y , ; ��1 N , J � i ' ' _ ' � i ; i : , � J % STRUCTURAL STEEL . . . . . � , I . ,�^ . . i �� . O� .. . . �.. . .. � ,� � � �('.�."""_�`___ __ �_ '' N _ ' � . . . . � � . . � . . . � . - . . . . .. � . . ,. _ I ` EXI9TiNG ; ,- � s�� �� . , A�} - - - --g; -- � i r � �' i � �, � m� ,., � ��xiST CONT. 1 , Structu!oi 5teel shal,' conform to the re uirrements of the American Institute 1 ; i _ � FouNDATtoN � , � r. �� z � .. _ q of Steel ' i ; � WA:L dt FTG. ' � � i �I ' * __;__.�+'__.i � Y x W r 14X4X1 4 � � ; � , ; i i "' , * _ .; � '� aiW � � i � �' Construction. Mote ial A�TM A36, except W-shicpes shall be high strength steel ' 00 ; � � x a N i �°,, �'o � ' N� ASTM-A572. Gr 50, Steel tubes to be ASTh4-A500� Grade B (Fy=46ksi , � � � `�C'o �-----=� . �� ) \�, ', � i i'�"�;--��j N � ; ; �G�, ;p� ^ia-�--�-`-�-----�- --� Ni 2. Weiding shail comp�y with the requirements of the Rmerican Welding Society, AWS � _' �1,: ! ! � ; ; � . - i \y s�� ��� ; a D1 .1. Use E70 ser�es e!ectrodes unless noted otherwise. : {'"��, � ; i ' � , �.�--.�-y_=.�';I ' ^ N�+� t2' 6�ocK ( ; 3. All steet shali �eceive one shop coat of �ust inhibitive aint, ro exide exce t t � � ; P 9 Y . p a , , F � wau. (ur;�eR) . . v� , ; � , i I : '� � --,- ------- N�---------� . _- ----- - --'_ ; --J " shp-critical connections and where encased in concrete. � ' � � ; ; ; � °' i �„ - � ! � 4. Stee! angie linteis in pairs shall be piug weided or bolted together at 2'-0"o c. I � i ,, ' � � I - ,� i i ; ; : i , �� ` ; , ' ' ' . "' , t i ' �I Z , 1 Provide 6" bearing each end unless noted. � . 3 ; , ! , . . i , o ,_-i y- - __._ ���� � , � _�p , 5. Provide steel angie tintels over ail interior and exterior openings in masonry wa�{s os -� ..-- - ! , . „ h'tVr 12 , a -------- -_ ,5=�, � i � ; ; � raasoN�v � ; , ; N � � ' ��-"�-� -�� , � `--� foilows one angie for each 4 of waii thickness, uniess noted. Exterior exposed angfes i i ' ; i (1YP.) j � ' � , ; i , � � � " sha(I be hct- dipped galvan�zed. _ � ' I �� ; L - 5 x 3 1/2 x 1/4 for spans less tham 5'-0"n Q i � � I � ;----- ,--�.,----- ----- ---- -�-- . � � ` L - 5 x 3 1/2 x 5/16 fo� spans 5 -0 tto 7 -0 � , , � I ! , � � -- -t --� , ' ,, . . , ^ i ' � ,� � '` I �' 9 i i fk��'�^ � � i M ; L - 6 x 3 1/2 x 3/8 for spans 7'-0" to� 9'-0„ , � � ��I--�,----+�1 _ i , ; � � Ld,t,y � � _ , MASONP,Y � ii. . - - ,----v`u� r--- -- ---- ---- , i --- ---- - - --; : � iI ' � -_----• --- -_,-,-1 t-_ ��.,,��__i ----- -------- --: ---------; � ------------------- - ' ' ---- -- .------ � �' '-- - ---� . _ .�! . � -,-- � - . r:= -- -'=----_ ---��:!--__� �, r -r - -- - --- , _.-�----- �.9 ; � � 1 -- - _�.___ - ----.-__. _�_.�:.._ �.� 1 . All materials methods rocedur � J ' ; , � ; � i � ; � --- ,�. � � , � P es, etc shal,i be in accordance wrth the American Q �� • �I _ _____ �___,� _._. � , � � ���; i i � I � � Concrete Ir,stitute and the American Society oa Civil En inee�s standards "Buildin Code � , � ; i t , -�.--- - . . : . , i Re uirements for Mason Structures W ; NoiE .�. ( � i , �.- -_- - ---- '--` - -�-` ' , 9 „ 9 i ; ; i � - �---- --� �. � � ; i , � q .. ry (ACI 53Q/ASCE 5) and Specif�cation for Masonry � � �T' ' i��-�----- -�-----.�-__-_l�tl , Structures (ACI 5�0.1/ASCE 6) � ; , ^' ; ; ;I �; , _ ; , � � i ' , ' � 2. Holiow load bearing conc. masonry units ASTM-C90, Grade Nt (normaf wgt.). Units • (/) � I i �; ; i � �, N4IE�' 4. , - � i � � � � �- ; I � . shall have a min. net area compressive strength of 2,000 psi. Unifs shall be 50% solid, Q � I � ; � ,I � , STEEL STRAP nNCHOR pLATE 1/ x2 m32 o.c. mm., hoving two ce(!s. J .Q : VEFtT1CAL BREAI( OUT DCISTING MASONRY TO \ 3. Mortar ASTM-C476, T e M; Grout ASTM-C4376 Fine Mortar and p �sive U � ;, � , i ' INSTNI. GROUf SOUD. �2" YP � /. g�OUt COITI f0.. �p , strength 2.50C psi. W � I N�d 4. Masonry joint reinforcement shali be zinc aoated, defo-med drawn steel wire, � N10 , ASTM-P.82. Lon itudinal wires 3 16" dio. with INo. 9 g g Y w � . � desi n. Provide refabricated corners and tee ,. All ^ " . . ; , 9 � ga e cress wires havin truss 9 P s (ap� 6 mmimum. U z � 5. Steel bar reinforc ment ' ; - e ASTM-A I R s�5 �r d EX STING FI ST FLOOR PLAN a e 60 la 48 � : E �l � F � d ame e� _ ISTING R 0 FRAM NG PLA , t 5 min�m . N , urn _ P � - � scatF� �/e'=t'-o' sca_E:: 1/s'=�'-o" Reinforcing shall be secured rigidly to prevent movement during groutin9. L� O t� 6. Nloils shall be braced during construction. Bracing shall not exceed ten times wall = ` ! ?.) L .....INDICATES 5TEEL ANGLE LINTELS. SEE STEEL . _ thiCkflESS. MdTES ON THIS DRAwtNG FOR SIZE 7. Refef to SeCtiOnS and detOilS for feinfOrCin�. z �y ' ' � Q ` , Q = O � . , r ' i i . , ��� . . ` :. _ . 1 1/2 METl,L DECK . . r ____-s -. C1 OO ,�iP4-i , , Cn � i � �____ � � ---� - - � ---.____ , � ' ��' � - - - - - - - � f ---- __-- --- ___� �/d t !lASdNRY�: � ---- ---- -.. .-----, � a i .S-_iT�_l.f� t--� lI-_l_.�_ ts t __--- --- . . -- y _^ . - ----- -- - �-- -- ----- - C�NT. L4x4 \ i�`' r-MASONRY TIE R4 72"o.C. E 1. PL'L HORIZ. BOND EEAM REINF. TO 8E 2-�J5 COhT. ' � � -- - - � � y , , � �, � i N'ELD TO EXIST. STEEL E3'�1. T. A1.L VERT. 'REINF. TO BE �5 MINIMUM. (Y � I W12 ,y„1' 8� � ' tl4x8xt 7x0'-4' LG. ' • 3. /�LL DISCtlNTINU0U5 ENpS QF SOND BEAld REINF. � Q , - , _ �Q� 48�c. W�H Yr'R'i'-\` � � � ,'"friALL BE HOOKEf1. , - { �y ' ; i 1' COPdPRESSIBLE FiLLER m � ' ' � ! ' 'S�OTTED HOL[ P JI � 4: TYPtCAL MASQNRY WALI REINFORCING: , __ ____- - S�F ARCH. • � : - UNDER STEEL BEAht. i Q � � ----_ _ �.,_, , � ---- --' ; � ..,..,. � I a a �7 O 48'o.c. �RT. IN 7Y CMU. -� ------ FOR lAETAI /ANCHOR BOLL . DD'L BARS, SAUE • ' �---• �R ��1 EX15T�NG i SIDING. • _ � � • 'b. NORIZONTAf. JOINT REINFaRCING AT ALTERNATE � . . . . . . . . . . 2E AS lYP. R�iN�. . . . . . . � .� � .. 3/4"0x8" �O�JG + 2' HpOK � CDURSE. (EKiRA MEA.VY, 3/16" SiDE RODS) , > ; ' BEAM j 2_ ANCHOR BQLT � 48"o.c. „ � c. 60ND BEA�AS PS fL00RS & TOPS OF W�1.LS A�JD " , Y , , , t/4 ! � , . � , '- HEADS & SILLS OF OPEM'NC: EXTEND 80ND BEiL�A � • � � � « �: � . SH(M TIGHT- ,, 2'-0" SEYONO MASONRY OPENWG. � Q l4xSx1/2xG'-4 LG. f -MASONRY TIE N�+ 12 o.c. 2-�75 COtvT. MASO�RY WAL� COR�E� , d. SEE TfPtCAL DEfWLS FOft ADDtT10NAL YERTICAL � � ', i . " eT 4s"o.a WITH vERL �; Vr'ELD T0 EXIS7. STEEL B��f. �N BOND BEAM � ` , SLOTTED HO�� � '� � REINFORCING DETAIL REINF.. AT WltLL CORNERS. ENDS AND JARIRS. ' . ANCHOR BOLL ��.. � NO SC,4LE : I , „ l -.m ---.. : --- - NEW 12� C�AU WRH . 1� COA�PRESSIE�E FlLLER ' � HORIZ. JOIN7 R�INF. ' t , i 2. UNDER STEEL B�AM. � � ALTERNATE COUP.SES. _ _ . ., _ . � ' SHIM TIGHT `2-�5 CONT. ; . i fN 64ND 6EARd 3/4"mx8" LO^7G + 2' HOOK �N",TH4ADDfTi0NAL7 BAi2S AS�s~> NE+N 12' C`!;; MlITH ANCHOR ROLT O 48'o.c. JAMBS & CORNERS. � ' HORIZ. JOINT REIMF. _ I m AI_TERNATE COURSES. _ � ` ; it _ : , � . , ; , �7�48:o.c. VERT. (LAP 3'-6�} > y EXtSTTNG r` WITH ADO;T.ONAL BARS AT \ DRIL� dc GROUT QOWEIS ' S� JAhABS & COR4ERS. EEXIST�;G SLAE �7x6'-0" .LOP1G AT EACH . � � -�.� VERTlCAL Ba?. {EMBED 2�-6� � � , • � ca---- -- --- a- - - , ; �.___ . �_.___ __�-.----- _ � i . . T . . � A� ��, . . . i ' ' .� � d i . �. I. . 4} . . • a� • =, t. � .- . . . � , . t . . . . , � t y . ... . �?-�__".. � e_.°__ 'I . .. . . . . . . . . . . � . . . . � . . . . . . � . . � . . � . . . . . � . . . �-- ,r� � _r I _ ._a _.�.:�_ .` '. • � . �� '. ' . . . . . , �__-c_•__-_ .t. . . . . . . . . . . . . . �. � . � . . . . � ��� �i � . � . . . . . . . . � Q,_,1 '�,� � i � * i �i �� . . . . . � � � � � . `11 p < , � . .. . . � . . , � �.� ,, . . � . � . . . . . . . . � . � . � : � � � � . . � ' ' 4 ' � DRIIL & GROUT OOWELS � I t ' � ! �7x6�-d' LONG AT EACH � - ' �a�, , � VERT1CAl. BAR. (EMBED 2'-6� ,_ � ` � 'i __. � , , EXISTIr7v' � � ` i ! , EXISTING FOUNDATiON ; s � ; i � � � FOUNDATION WAL.l. .,, W4LL ' j � ' j , , + , �, � Q � ' � . _ _ . . . . . ' � � . . . : . � G , ,I h � 1 � �. --'��--- - _� -" �-- ,��o��„ ,� i ' � , ,r ' , �� ��� � � ! SECTIOf� A - A SECTION 13 = B _ � ''� vEv��n �� - 1 -Q + j ( ' �' ��� c� x�4� v �_ � �`� , � Scale : 3/4" = 1 -0 Scaie : 3/4' ,y �A��� ��, � � �♦�� �""'!G,*JR4.�"". , �9'�F.�-t� ) : ��� �K� < . R�D INC ' r 881 EAS"f SIREET ` TEY"rCSBURY, MA ' ` ,.. 01876 � (978}851-0200 i : � � , FOUNDATIdN - AND ROOF FRAMiNG PLANS �/�'=�'-o' S-1 ' < � . . _ � 04143 I . '� _ - . '1 _�_. _.. _ . _ _ _ __ _ .�_..,_, .;,_____ . _ _.�. ---_ _-- _. --_ _ __,_.._ I _ --^- __ -- _-__ . _----- .___. . _.-�_._._-- ___- _ _ I _- _ _____------r..._ ,.� _ �.. _ _ _ � � � � � � ; 9-03-04 ; ISSUED i N8.8 N9 N9.9 (N8J8 N9 N9.9 ` �'-�"t �•j 22'�4"� r �� F -� < ' � �� E ; GEhERAL ' � i �_._____..�_.T_.� i { j i , ' , ,, � � 1. The Cortractor shell verify all existing and new dimensions and co�ditions at the site ' N�w �2" B�o.,K-� ; ond report ony discrepa^cies to the Architect before ordering materiol ond proceedin ' ,/� � , � � r�orE "o=� � �c� , j i w wa;.� (u�!�tR) I e\ � � I F �.a / � � � , ; n � � s-t7 , ` with the v�ork. ; �\+„ �� �� �'��• i �`:�` t I �- o� `o � � �l �0 2. A!I work shait cor.form to the requiremer.ts> of the Massochusetts State Quitdina Code. i O��T � 48 TYF. i o�`�iy � � � �' ,lG i � - L�\`°e ' I Gr � � ' �.,� \� � � EX�ST W24x55 �G�'-� I 3. Ail sections, details, notes, methods, or m�aterials shox�n and/or noted on any plan, "'r\ - � -` - -- � - '^rU 1 1 � h � (uNO�R) NEw L ' N section or elevation shall apply te all ether simllar locations unless otherwise noted. ' -- ---- _ .ry n:;_,.rx" r..r '�`c._�----- -- ,<"'7��-------------*--- -\ --,. . ,� , . •. , --�----------- ., � - - --r- +---� �x4 ^_ • , ' r� _ 1-��\ 4. Desiyn wind ve�ocity 90 mph, expcsures C„ 1=1A. y ` , � � � � ` � �• � � � ' 5. Existina structural members shall no" be c:ut, removed or altered unless the �� � L` -- -- - -.._. __- �----- ! , ._ .-- -__ .-.. . . . . . . ; i �2-�� vE�r. ' � o G•9 � �S� � i J � ' . Contractor has verified ex�sting/new suppert conditions for adequacy and hcs r.otified the ' G9 ', ! ' ' w � I � � . _�_ _ � _ -- ��,-- - - - _._.--- -. �- ---- ----- z f'._� � Architect af any discrepa�cy. j ; i � � �_ o° i I�� _ , i 6. The Contractor shall �hore and/or underpin existing work ;as required to sofety insta�l } 't i ; � � : ! , ,;,� ; i new work. This work shall be t�e fuil resporsiibility of the Controctor and no act direction � -;, ' � o ; � 'r^e i ; or review of any system or method by the Architect shall chonge or effect the 1 ; ', � '�--�_} ___ __ , � -- - -------__-- � --� � � ; I i , � � { � � � �� �- � ; � � Cor,tractor's responsibility. � I ' ; �J , � ; t i '� '°� , ,r � ' � . f ,�- ; �' `° STRUCTURA� STEEL , � ' .!^ � � ' � nl � i�' _--- ----- --- - -`� - J � ' � '\ ' ' � Exl�1NG ' • ' .j� � � ; � FOUfVDATION i ' ^� � \'I , ` '+i � � ~ � ' ^--EX1ST �PJT. ! 1 . St�Uc{U�df Steel Sh(711 COnfOrtn to the reqw�rements of the American IltStilUte Of St�el � M � -- - �r q � N � z'�� � L4x4x1 4 �� Construction, Material ASTM-A36, except �'!-sFnapes shaii be high strength s�eel �, � � ._ WPLL. & F1'G. i I I �t� Y x W a � � ; ' � � ' ' ' ' N' � I k� � ( ��� � '�' N� AST14-A572, Gr 50, Steel tubes to be ASTh�4-I45�J0, Grade B F 46ksi i � ��� ' � ' � -`' - � NI � ; \��G, ;'� -- - �;�-- W ` ------`� -- - -; -N� 2. 1^leid;ng sho!I comply with the rer,uirements of the AmericanyWelding Society. AVIS { A�� � I, , ^�c-� N '�i ; \`'?' ��� �'� j "� D1 .i , Use E70 series electrodes unless noted otherwise. �. �._ . i � �� � i � ' � � � :�,. � � �� � � � � � ' -., -.� ; ��" �� ; �NEw �2" B��oCr; � � � � 3. Ali steei shatl ��receive one shop coat o`, rust inhibitive paint, gray oxide, �except at !, ' � � i ! � o� � _ _� 4 � � f_ • v+'a�� (uNDER) � slip-criticoi connections and where encased in conerete. " -------_._ _.._.._ _____� 3 � � ' , � " °O� � , t°, -- � ' ' 4. SEeei argie lintels in pairs shall be plug welded or bolted together at 2'-0"c/c. , ' ; �; ��, s � � � . ; � i � ,!, , i�l Z {� ; , Provide 6 bearing each end unless noted. 1., ; � o � _ �____ _ __��� �,y � � �'�,h j 5. Provide ste:el angle linteis over all interior and exterior openings in masonry wafls as ; ; nev 12=�-�,..�..._ . �, _ --- -- ----. _---- --y ,s_i, , � � s � � �.. ; .,_� follov;s: one angle for each 4" of wcil thickness, unless noted. Exterior exposed angles . MFL,ONRY i � S ; �, tij-------- _ ,�f I . I . � � i ; � ' � (r�P.) , � � � � o , _...;___ �- � -� �_ _....-- --- -- _------ -- �' ! _._:.� shall be5ho.3 di�2edx 5/16f fo Ssaansi 5S Ohato 7'00'" � I E � � P � � i n � ; "= CO ' ' L - 6 x 3 7/2 z 3/8 fcr spans 7'-0" to 9'-0" • � � � r � i I � � , � � �3L�c �P�3'.`.'�- -_-- -- -- - --- _ � - ' -- - - -- I �- .--- --- - -- co(U�N , M,550N RY _ W I � i , --- - - � � - __%�---- D.9 �_ Tt' - --- ._-- �� _' J � -- -- --i- -� �. k'� -; �---- - ------ --- ; ; � �._ .- _ � -_ _. '�. �- - _�-- �- -� =- -- --"-- � � � � � � y__�__� __ � -""--`-'-----�- 17.9 1 . Ati materials, methods, procedures, etc shall be in cccordence with the American � � - 1 � , f Civil En i�eers standards "Buildin Code ' � � � Concrete Instii:ute and the American Societ o' W .� `; i , �{��i__� _ No� 'e" _ _ _ __ _N_._--� i ( i i �_� � -- - r- '---- J_ `a,I ) Reau�rements for Masonry Structures (ACt 53Q/ASCE 5) and "Specification for �9 sonry : ' �' - �- - -� � � __-------.��-.- .__-' �' Structures" (ACI 530.1/ASCE 6) � � � � �' T '' � ' � ' � I 2. Holiow load bearing conc, masonry units A�TFd-C90, Grade N1 (normal wgt.). Units ' (n t.il I � � , ; � j � � , � � . , , , ; � r � � i '�� ' �4-�€--�- ! , � � i , ! ; � i shall have a min. net area compressive strene�th of ?,OQO psi. Units shali be 50% solid, (� � � �, ' f � I � ; STEEL S7RAP A�NCHCR PLATE 1/4'x2"O32"o.c. Inin., having two cBiIS. ._I Q � vE�tr^AL EREaK OUT EXISTINS MASONRY 70 3. MOt'tdf A,STM-C476, Type M; Grout ASTt�-C�476 (Fine). Mo�tar and grout compressive z � I !' '� � ' �Nsr�u. ca,ouT souo. �_i2' strength 2.50d ps�. �10 N�� 4. hlasonry joint rein!orcement shall be zinc coated, deformed drawn stee! wire, W � FSTM-F.82. Longitudinal wires 3/16" dia with No. 9 gage cross wires having tr�ss � W , i design. Provide prefab�iccted ccmers and tees>. A11 laps 6" minimum. U � ' EXfSTING FIRST FLOOf� PLAN l=XiSTING ROOF FRAMING PLAN 5. stee� ba� !einforcement Asmt-�,s�5, Grade so, lap 48 diamete�s, minimum. p � sCnt.�: �/a"=�'-e" ��c�E: i/s"-�'-o' Reinforcinq sh�ll be secured rigidly to prevent movement during grouting. p � ' I� l��: 6. 1h'ails shal! be braced during censtruction. E3racing sholf not exceed ten times wa�i = I.) L ..:..IND!CnTES STEEL ANG:E uNTELS. SEE STEEL thickress. (� � i : NOTEs ory rtits DRa�,v�r�G FOR SizE. ` 7. Refer to sections and details for re;nforcincg. z � Q Q = i O � � N10 ._ . � � ,:1 1/2 A�=�TA.L DECK � aP�_r., , � � I � ` _.- - - - --- - --- -- - � . � . � I . � � � --j . ' . . ��4_ _ . .-- _ _ . . k���`LR'Y WAL� TE�; . . , � . . � � � NO . . 1 __�_ � ,�1I-, �.--' �L-l__C _ 1=� , ---- ---- - - - --- � ---- � T_. �I - -- - -- -- -- � CONT. L4x4 `� .- ,- -�� MASONRY TIE � 12"o.c. ' 6' 1. I+LL HORIZ. BOrtD �FAM ftEIN''. TO B� 2-�l5 COM1T. � d $ , , - � WEID TO EXISt. STEEL BM: - � ' - 3. a�ii 5 ONTI^lUOUSaEND5�0,�/80NDrA8EAM RE�NF. � tn ' L4x8zt 2z0 -4' lGr-� � � W 12= � Fi 48"o c. Vr^TH V�R'". _ � , • , � �u \ � � SHALL BE HOOKED j � ___ .__ SEE ARCN. AN('HOP, SO�T. � i" COUPRESSIBLE FIILER 4. iYPICAi A�ASONRY WALL RE!NFORCING: , m I i :_- . - � n- -- -- -- - -' 1 ,_._ �LINDER STEEL E�APA. � � x{ � _ _ SL03TED H0.E �^ . . ` . -_ i "- ' � � , , .. _ . . � � a a. �7 � 4B"o.c. VcRT. IN 12� CMU. � � � � � , , � , � - - FGR METAL � � I- � � � � � �' �� ' � �! � • � DO'L. B�FS SAti!�ti � b. H�RIZONTAL JOINT RFINPORCING AT ALTEP,NATE � ' ' "� EXISTING SIDWG. ,- - IZE F: Tf�. R�iNF. w � - 3/4"Qx8' LOPJG + 2" HOOK , � . COURSE. (EXTRA HEAVY, 3/76' S�DE RODS) � Y , ��'�� � � c, BOND BEPNS AT FLOORS & TOPS �F VIALLS AN,, ' �.���> . I . � , _ FNCHOR GOLT Fi 48"o.c. n " , �� � � i �� HEP�DS� & SiLlS Of OPENING. EXTF_NO 80ND BF�Nt � �� � i � ' L4x8x1/2x0'-4" LG. SHIM 1"IGHT 2'-0" BEYONO MASOVRY OPENING. Q I � � ' ' , MASONRY TIE�€� 12"o.C. • � �2-�5 CONT. MASONRY VfALL C�RNF_R d. SEE 'tYPICAL Df_taLS FOR A*�DfiO^!AL vERTICnL � � as•a-�. wrrr+ vcr,�. w��� To Exi�r srtE� erf. ir, eovo eenM REI��FORCING D AIL `� ' R:INF., A7 K,4L� CORNGRS, ENDS AND JPMBS. SL07?ED HCLE � ; � - . ANCHOR BO�T. T_ '. ; �/ tv0 �GA`E ' � I ,.._.� _ _ -------' � NEW 12' CMU Y;ITH �, �/ HOR!Z. JOfNT REINF. �-t" CO�A?RESSIBtE FI[.LFR �� � PLTERNATE COURSES. ' `� UNDER STEEL BEA1,A. '` ' 2� x u SH;DA TIGHT � � � . � � . �` . . - . . � . . 2-�5 CO!vT, � IN 60ND B:AM � '\ � ¢,'7�4E?'o.c. VERT. (LAP 3'-6") , 3/4'Px8" LONG + 2" HOOK � • �•� WITH lu7DR10NA! BARS PT , , NEW 12' CMU WITH ANCHOR BOIT lA 48'o.a �/ JAAABS & CORNERS. ' HOR!Z. JOINT REINF. � �� i f4 AL7ERNaTE COUR5E5. . � �. , � � r A�` I � \x/` / ` � � \ �; �f 7�46"o.c. Vf_RT. (LAP 3'-6") � � EX�STING W�Ti-� ADDITIONAL BARS PS � DRlll k GROUT DOWELS S� JAAIQS & CORNERS. EEX!STING SLA9 i{ �7xE'-0' LONG AT EACH I � • \ VERTICAL RAF. (EMB�D 2�-6� � � r- -__---- _ ___ .--- �-- - - ,- -x- a-�---e _ ,1 � „ � . ' , c ?� ` � . � ♦ . � r__ _d � ' . . . . . . �, � . . ; . . . , ��������.� --\\'_.- -- 'P-- ----1� � . - � ' -'----. ..'------"' , � . � � . . . . � � . � . . � .�. . � „ � . . . . � � i . . . . . . ,,. . . . i�. � - � . � . � 1\1 �z � � ,, � ' � �RIIL & GROUT DO'NELS ' ' �i7x6'-0" LONG PS EAGH � ' •e VERTiCRL BAR. (EkB�D 2�_6•) • <�. i EXISTiNG -�-+ � " '' ' EXISTiNG �. - � � � FOUNCATION � � ' � �'� FOUNDA710N WPiL. � � . � � N�ALL. I " 6 � • � P i . , ` e� 2 � � , . � � . I � � I � • q (' i � . . . . , � . �.ep . ��.. . . . . . _1_a.. ._.A _� _'_ . . _�.. �. ' J�! " ��� � ��\.A'�Vfq��p`� . . V , . . . . { �y iv 5���4N. SECTION ti - A �EGTiON B - B ���M�� � �� � � �-- � ��A €s�r��caa�� � � �. �i � � � � Sccle : 3�4' = 1 '-0 �cale : 3�4" �- t '-0 � � � � ����� � � <� q 1+?.a.Si7� ' ' _ �P1`��16TQ�F`�`�� � � � ��°<"•`�E.F�'.«!`.S .:; ��e.w��-3j�'� M.4RKET flASKEi , ' RMD INC ' ' 881 EAST STREET ; � TEY,":SBURY, M�A ' 01876 (978)851-0200 . � I - FOUNDATION , AND R00� ' FRA4t!NG PLANS II I _ �/A'=�'-�' 5-1 1 - . ----- . o�+s��; � . _ .. _ . . . _ . ~ _ t . �� _ ,,�„�,��.-.,,.�....,,,.,�:.,�,.,�,.m.,��,,.,��,��.�,�: ; . � _ _. __ �_.. _ _ _ _ .._ _ _.__ . .__ ,.--__ ,_ _...__ __--_-_�__.__.�._.___._ __._ ... __ _. -- _ _..__._. __.,�_._ __-- _ __� .. __. __ _. ---i-- _-_.