Loading...
16 CHURCHILL ST - BUILDING INSPECTION (2) . � , fl.*N61Atl6��Ef�tli�MD Al�PROVED$1f ZLiE JlI�P�P1�pR TD A`.�E�Y!.�EINO LiRANT�D CITY OF SALEM rro.��_U� \ o,,, 9� z . o � � � � ,.. ��� Za�Yrq OIWkt tl��a�o�n� Y.. No� ..i,,as.s °e I� ��i��,.��f�t :� CanMvwon Aw�? . YM No� BtA�ONG PE�R AP�ICATION P�O� � Pe�mit ro: (Ckcla whk�awr apply) lioo � of. In� Sidkip, CanNnxx D�olc. Sh�d, Paol� .. . �� �'OJ�JDL��pN l/NDE�"Qin7N�N� ,. P1.EASE FiLL 01R L�LY i COYMl�lLY TO AVOID DlLAYd N PIIOCE�fN�ii TO THE INSPECTOR OF BUILaNQS: '. TM u�niprad h�bY aPPMs+ tor a p�rtnit to bWld �oco�p.ro th�.tolbwN+p ��: �MI116r8 �RI� �ON N/� � D � I.�-S 0 � Addnes d Phar» ��v C�-tu2 c� ��.�- �T'� (9�81 744� • �S � G� Nd,k�crs N�m. G�-��'r►N �a��u �wN6 �eoa � rz�F�� N Address 8 Phor� Bcnl7o(cl loo C��.��aGs Cevit�C97�1 qZ7 • 51 I 1 Cit.tiE2�� , utia� . o�°t �s M�nics N�ms M�/R � Addreai � PhorN —' ( —1 — w�a rr P.po..a e�ra�q� R�.�e �5us,�r.� �so�� . �rp��cL �= i�, I�i: wAv� IrW W d bl�dnp4 I�JCrb. tNooO "F2Ar+L N�dwMYq�b1 hOw mrqr hlliM4 G N Lr YY�411dq aaro�m b rw7 4 � �l E�nwa co.� 3�.o0o c�r uaiw• e�w uoMw r es 04��7os-] �� � .�. L*=°�-� �� a .�1.�� '.�cj, d� ' �. � sianaw. m�av+�rn ��� ��� o��r DESCtiP�10N OF NIOIiK r0 BE DONE � U��P I �J �.A1 �NG �oJn�DA�UYJ f��J �L.�Y�L-PczL: ��5��� ����� �N � w ��- ,. ww� �R To: 2i �tr- r�� Qu i�u.•� Uvt�'C- C�Z( �( �� , . • � . :' . _., . . . � . -.;..`:r � ,. . � . � � .�.:y,;>'iKK+�Fftt�:--` ' , . . 1 - ''.k . � !n n W � 1^'Y w� � • vW' � �� � , . �.� ,�. ` � ' _.;, � _ . � _ , � . � �, a �. � � . � .� � � � � � � � - . � � � � � �o��� of�n���� � � � . � . ��.�.�..�.��.�.,��� . � w.�.,4..s� � ,�..�c...... � 13.r.� yl�...d,�.w o�„i . � c...d..o.. � . Workers' Cnmperws� lawwaoe Aftida�►k ' .�, "D�v�� ra. 'n� � �,.�R�l — t3+°�; V� �,v Coros! . Ca. i a C . � ' . . . .vkb.s Prfneiosi �Lce d badseo sc . . I � I P��CI I�P�ro Q„ ,'��-t, .1�'� � UZ l�l - - ' . . . ^ � � t de herebr'cerdy undat tjie pafat ind �enihi�s d perj�ri �o ' . � di js�,�v� v��+i �+'o**+s' �++v�+�a covep�s fer nh► enwloritl +n«k1�w • • PCM�v�.�.u� I r3it_ Gf� . ' • W�. ��� Z�t �e 8 I�uwana Cemp�,/ • ' P Nu�a�v . . a • 1 aa a sek yroo►kw aad hays no ens workia�fir+n� M nq ap�de�. ' () I sm � sek propriemt, ienersl consraaor or homeowna (drek ons) sa/ h�v�a Nn/ tIN ' co.wacsoe litcsd belo�+ wlw•hsw thi foliowir� workers' comPauufoe ooBd�R • ��� ' ' Inw»eu Cemary/*o Nun� ���� Insunnca Co�np�ap/Io Nus� : ' . Coaasae� Inrienncs Con+�s�ry/Toliq Humb�r () I am o homeowna perferenin� sll shs work mrtdf. . � •i rtisM�M wt J tN��!tli wtwA�[�i N faR.arON � Illf OR[��1 Mwedi[woA�f OM DY.It <e'RaR wAiN�M aM Y{I�I��Mi�� conr�ar nw�rn uw SRin SfA d MGL 1 S 2 an 4M r w ir4�ri��d di�ws����ada nrwirK d i ir d A�i I.f00�00 arl�r�r rrh'www�ww�a�A r dd�swiu i� �M brm�!o STOI W ORK ORD E R w+�r d S t 00.00� �s►+�iw�r. � Si�ned this . '7�� dsr ol SU'1 ' '�,6 �- , _ ZOO� I c=�X�ULl1�-�'V� �� � �,i . ,seerFermiuu 6u�lbin( �epsrsn.en �censin� Eoar� Ss{iamens O(flce �nith Gep�r.mert -- -- r - - - - :;: - _- � __ . ' - _-_ecCC �e � : eQe eQr spe ��c _ .. . . . _._ _. , - �- r . Pu�uc P�sRrr D���rweNT �so vwsm�oN s�wur. aRo�.00a • s�sw w►ota�o ` T�.(�7�174s-DSYs axr.aso Fnit (Y'7p 710-�MO STANLEY J:kItOVICZ�JR:,-- — - - ---- ' Mwrae . � DISPOBAL Op DEBR13 At�FIDAVIT In�oca�daoce wi��e paovision of M(�c�O:33�I aGlmoa'1ed�e t2ut n a 000ditioa otBm'ld�Psmit�_ .�debsit reml�t�om me oo�ticdo�ac�vity 10��bY��p�t�fl ba dupo�ad of in a p:opa�y]icem�ed wli�w�arls ��h',�d�oed by M($.c�.S13M. ' 1'be debri�wU be di�po�ed o��t �R��►�iTtL.sL L�a '�� ��- . � Location af Faa'ti4Y . . � a�' �. � ' . 9. 2� oy of Pa�mit App . � � I�tJI.LY complate me tolloaio�mt'om�pn; (PI.BA38 PRIIdl'CI.BA►RL7� �]�V 1 Y) 1� . 1�/� t Q.I��3 61 S� � N�me o�'Pe�it Appbcat T�' ifi; V� �v CaNsT- �o • INc- . Fum N�mq,itmy Z� PTZ�iI 2D • QV►r�c.�/ tu./'t . C�21�� _AddceM.CSty�3dte —- -- _ ___ 1be above�tm�raquiia t�t de6ci�5om tbe de�olitioq rmovation.re�b ar otha ait�of bm']d'm�a�ucnm be diepaed 'm a properly-liaeoted�okd-a�te di�l fi�ifity a de5ned by M(3L cIq SiSOA�and t6e bu�dir�pcmit�or licema�e to induate tbe bca0an of the�iry. � _ --_____._ ____ _ r � �� � EG�t%d02 �_ Boar���uildi'. � � One Ashburton p�a Re�ulations ; Boston, m 1301 , License: CONSTRUG7'IONSUPERVISORLICENSE�a'02108_1618 � I Number. CS O47057 Expires:01/31/2005 , Birthdate:,U1/31/1955 ; Restricted To:�00 � ) DAVID A MIR�BASSI ��` '' '� �F 111 PENN ST �e 'x QUINCY �7MT Iy� � y i > MA 02169 ;x. __ ' ,` ! 3:=�., +'; '�—_, � � � � Tr.no: 6885 � � . � � Keep top for recel t a . . P nd cha��ge of address ootificaGon, ,...... _... .... � � - -----...�1_�.,_� .��.m _ _ _ _____ � . , W�:. ._.._......_..�...� ,n _ _ _ n �.d. ..M.,�..._-�_._.__ --_ _ - -- _ - M. .. ..._v ..,�.�..__ _ _ __...._.._...�__r___�....__ � _ ---- __ _ _- --. _ _ _ ___ � _ _ . , _ _ , I �, NOTES: � GENERAL: CONCRETE: � • �. 1 . Refer to Architectural and other dis�cipline drawings for 1 . All concrete shall conform to the Building Code Requirements ' locations and dimensions of chases, irnserts, openings, sleeves, for Reinforcec Concrete (ACI 31 S), the Structura! Specificatio�ns i � depressions and requirements for attachment of finishes. for Structural Concrete in Builcings (ACI 301) and Iocal building r a 2. All dimensions shall be field coordirnated by the Contractor, codes. All corcrete work shail �e specified as recommended by j I any inconsistencies shall be reported t�o the Owner before ACI Fieid Reference Manual SP-15. Speciai Cold Weather proceeding with the work. (ACI 306) or Hot Weather (ACI 305) concreting proctices shmll I � 3. The Contractor shall verify all dimensions and elevations be utilized whenever appropriate. I � � in the field. Notify the Owner, in writinig, of any field 2. All concrete shall be stone (3/4" aggregate) concrete hawing a i condition uncovered during constructiorn that is not minimum compressive strength of 4000 psi at 28 days, maximum --- consistent with the plans. slump at discharge shall be 3". Flower eed 4. Unless otherwise oted, details shoHvn on drawing are to 3. Provide 6� air-entrainment for all concrete. be considered typicar for all similar canditions. 4. Ali reinforesment shall be deformed bars conforming to ASTM ' 5. Unless othenvise noted all footings and sonotubes shall s ecification A615, rade 60. rn �, be centered under suppor�ed members_ P 9 I ' � � � CHURCHILL STREET 6. Whenever sleeves are inserted in co�ncrete slabs, beams 5. All welded wire fabric (WWF) shall be plain, cold drawn, � or walls, they shall consist of steel, cast iron pipe or PVC pipe. electrically we'ded fabric conforming to the requirements of 7. The Engineer or Owner will not be �responsible for Contractor s ASTM A185. Supply welded wire fabric in flat sheets, lap � Deck means, methods, te�;hniques, sequence� of procedure or sheets 1 1/2 mesh. � �a�r+ ( W� construction or the safety precautions and programs incident 6. Reinforcing sholl be securel� tied in it's proper place before � thereto, and the Owe�er/Engineer will nat be responsible for the and during pcuring operations, using approved chairs and i \ N /F D. DIIESO " � Patio ' #16 Contractors failure ta perform the work in accordance with spacers, as ri,quired. , � Below Existing Building the contract documents. 7. Refer to p�m and sections, this drawing, for supporting � \ FF = 100.00 DESIGN LOADS: soil requiremer;ts. vio eed BF = 92.58 8. All reinforcament sholl be continuous across construction joints. 1 . The 6th Ed. Mass Bidg. Code was t:he basis of g, The concrete contractor shall install or give other trades ample a �g ��, � X this design. opportunity to install all appertunances required by these trades 2. Basic Snow Load = 30 psf Contractor shall verify all dimensions before setting screeds 99x79 Wind Design Load = 21 psf and forms. � � \ � 3. Floor Live Load = 40 psf (30 psf (C� bedrooms). 10. Provide clearance from faces of concrete to reinforcement , �4 as follows: � \\� �^ EXCAVATIONS, FOUNDATIONS AND BA�,CKFILL• bottom of foctings: 3", all other concrete 2". � I �S 1 . Excavations shall be performed under the supervision of a Do not cut or displace reinforcing steel to accomodate installation � � geotechnical engineer. The geotechnical engineer shall confirm of embedded items, unless approved by the Owner. � 80 � that the base material is adequate to sustain the design bearing 11 . All horizorital surfaces intended for foot traffic shall receive a .,, \ pressure, before any foundations are c�ast. Excavations shall non-slip broo�n finish. �� 9 extend in depth necessary to reach th� specified bearing layer. �""" \ � �\ 2. Foundations shall be carried down tlhrough soft or organic soils � 0 and other unsuitable fill and bear on undisturbed natural soil �� ;• � or compacted structural fill capable of supporting a superimposed �\ load of 2000 psf. The capacity of the soil to support the above �� � ��� loading in addition to the loading imposed by any new fill shall ` \ be verified by a geotechnical engineer prior to casting concrete. > \ Contractor to provide pile shop drawings, including required pile \ embedment connections, NOTES: � `--� \ to Engineer for approval, p�rorl to tcons'truction�ble capacity 1) Topographic information by Griffin Engineering on August � \ 3. Extend exterior foundations (includin�g sonotubes) to a frost � 20, 2004. Garage depth of 4 feet below finished grade, rminimum. 2) Assumed Datum of 100.00 established at �xisting � 1 80 4. Extend and slope 'sides or shore, sMeet and brace excavations �--- -` � as required to ensure stability and safety at all times. building's first floor elevation. � 5. Where necessary, pump the evcavatibn to remove surface and , 3� All utilites are approximately located on plmn. Contractor -\ groundwater, to permit finishing of the excavation and placing of � to contact the City of Salem and Dig-Safe prior to \� � foundations in the dry. No footing shalll be placed in water. � construction. 6. Material ad'acent to and below the �footi n s shall be 4� Owner to provide permission to access adjmcent property : GRAPHIC SCALE kept from freezing at all times. If any mate9ial is found to be � � � ° • • ,• a frozen, it shall be removed and replaced with concrete. as needed. Restore damage to adjacent prop�erties. - �` I TC � � /� � 7• Ali structural fill shall be placed in Ilayers ,not more than REFERENCE: . • , t ur rrErsr ) J I L /-'\ 8" in loose depth and compacted to tFne foliowing percentages of i meb - er r� maximum density as determined by AS1fM test method D598: Boundary Survey prepared by Rural Land Surve,ys Dated 1 ��=10� 98% beneath footings, 95 % beneath sllabs on grade. � No Date Description August 11, 2004. Revisions � �� . . . • • • • - • • • • • • • • • • - First Floor • • • •• • • . • • • - • • • • • • • - • • • . . . . O (E) FIELD STONE 7'x17� FDN. WALI One-S�tory gg . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • - . .. . . . . . . O 101 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n � 98 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . - - - - - - - • - - - - - - - • • - - - - � - - - - - - . . . - - - x�, �p ' ' 97 . . . . . . . . . . . . . . . . . . . . � � - • • - - • • . . . . . . . . . . .. . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . �' Roe�r 99 . . . . . . . . . . 96 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 w . . . . . . . . . .. . . . . . . 98 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . � � REBUILD STONE FOUNDATION WALL 97 • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ^ 94 . . . . . . . . . . . . . � �e �O AS NEEDED THIS AREA. GROUT TO : . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . HELICAL PILE PROVIDE NEW 18' DIA. BE 5000 psi, NON-SHRINK, � Basement Slab ° ��G��'�` CONC. SONOTUBE FDN. O NON-METTALJC GROUT. (APPROX. 8 96 ' ' ' ' ' ' • . � 93 . . . � � � s'0"" EN w/PIPE SLEEVE EXIST. EXT. POST LOC.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . & CAP PL FT. LENGTH OF FDN.) ^ 95 . . . . . . . . . . . . . . . . . . . � - - - - . . . - - - • - - - 0 92 (MIN. 4' BELOWFlN. GR.) +% 94 - � - - • . . . . . . . . . . . . . . . • - - - . . : . . . . . . . ._ �I� � Brnsement Slab p 9� . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . .. . . . . . 9, � ,Q� I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II � 93 a'� 90 • • • • • • • • • • - - • . . . . . . . • • • • • - • • • - . • - • • • - ! REMOVE ALL LOOSE MORTAR AND'._ c 92 • • • . . . . . . . . . . . . . . . w I 17�x29� � MATERIAL FROM BETWEEN STONES: o • H9 CONNECTION . . . . . . . . . . . . . . . . . . . . . BRACKET 3-StOry REPOINT ALL JOINTS , o (J� • • • . . . . . . ,Concrete. Deck . � � � � � � � � � � � � � - " ' ' O w/5000 psi, NON-SHRINK, > (CONCRETE � � gg . . . . . . . . . . . .�EXIST . . . - - • • - - NON-METTALIC GROUT. (APPROX. � 90 � � � � � � � � ' � ' 'IUNDERPIN f�lG' 87 - • • • • FDN. _ . . . _ . _ _ . . ��;�;� g' + - so so. Fr.) w 89 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL - REPAIR/REPLACE (E) / • . . qg- . . . . . . .M111NIMl1M . '. DEEP, H6 . . . . . . . . . . . . . . . . . . . . . l . CONC. DECK SLAB 88 . . . . . . . . . . . . . . .� • . . . y��Ofd�INUOkJS� AT 85 - - - - - - - - � - - . . . . - - � - - - - � � - - - . . . . . . . . . . Engineering , • 87 . . . . . . . . . . . . . . . . .L. . . . . . .EACH .RILE . : . ex�st G�ade• • CONCRETE GfOU�D, LLC 84 . . . . . . - ' ' . . . . . . . . . . . . . . . l1NDERPINNING . . . . . . . . /� 1 .5� 86 . . . . . . . . . . . . . . . . . . . . . . . . .LOCATIQN . , . . 83 . . . . . . . . - . . . �IfNihAt1M� 2� �DEfP; . . . . . P.O Box 7061 � SECT. "D" 1 s' + 3� 3� 85 • - - - • - - • • - � - � - - - - - - • - - - - - � . . . . . . . - - - . . HELICAL PILE CAP DETAIL ' 82 � � � � � - - � - - - � - � � • � � � � - - - � - - Co�1�1N11ous �A-T- - � - - � - 10o Cummings Center, suite 224G 84 " � " � � � � - � - � - - • • - - • • • • • •fPILE •&• BRAGKET EACH . PILE. . . . . . . . . . . Beve►i , MA01915 si � � SE�TION .B- . . . . . . . . . y � � �E) FOUNDATION WALL 83 . . . . . . . . . - - � � - - . . . . . . - - - � ��EE �QE-T: �"D,� • • . . . . LOCATION ' ' ' � Fax: 978-927-5103 SCA�E 1/4 =1 0 TeL• 978-927-5111 • • • . . ; . . . „• - . • •,� - - - s2 � � �ECTI�ON- �q . . . . . . . . . . . . . . . . . . . . . . � - � . . . . . . . . . . . . . . .- . . . : . . . . . . . . . . . _ . . . . . . . . ; � - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �PILE & BRACKEIf `� PRO DE CONN C ON 'BRA KET FOR SUPPORT T� N O (E) FlELD $� SCALE 1�4��=1 �-O'� STONEWALL 80 - - - - • - - - - - • • - � - � • - � - • SEE DET. "D" a OF EXIST. CONC. WALL PROVIDE DETAILS TO � - DOCIr1Q M. DIIeSO ^ ENGINEER FOR APPROVAL, PRIOR TO FABRICATION PROVIDE 24'+/- OF NEW SEGMENTAL � NOTE: AT EXIST. FDN. WALL, HELJCAL PILE SUPPLIER c BLOCK WALL• 16' +/- O YA�2D, 8' +/- q ' O EXL DECK. HEUCAL PILE SUPPORT TO IS TO PROVIDE CONNECTION BRACKET FOR SUPPORT '� I 6 Ch U rCh II I St. � , OF EXIST. FlELD STONE WALL PROVIDE DETAILS SO SECTION C - SEGMENTAL BLOCK Stagger units Ca Block BE CONSTRUCTED, PRIOR TO ANY 10 TON (ALLOWABLE CAPACITY� • ENGINEER FOR APPROVAL, PRIOR TO FABRICATION � P Salem MA SEGMENTAL BLOCK WALL CONSTR. - HELJCAL PILES, SEE FDN. NOTES per manufacturer. � k HEIICAL PILE DET. (TYP. of 4). RETAINING WALL RETAINING WALL 91 . . . _ . . . . _ . . . . . . . . . . . . . . . . . . . g y PROVIDE CONC. UNDERPINNING. FOR 7'+�- MAX EXPC)SURE 90 • . . . . . . . . . . . .._. . . . Topsoil & Seed 0 1�.REMOVE AND DISPOSE OF ALL EXIST. RETAINING � � �, . Segmental _ . r:�� SCALE 1 4 =1 -0 89 ' L� . . . . . . . . . . - - • • - � . . . Concrete _ :� Selecf Granular Fill � � � � � � � � � � � � WALLS THAT ARE TO 8E REPLACm. •- ._. . . . . . . . . . . . . . . . . . . . . . . . . � 2. SEE SITE PLAN FOR BLDG. AND SOIL ELEVS. NOt2S: 88 '�= 3. PROVIDE TEMP. SHORING OF EXIST. HOUSE FOUNDATION PLA,N .. Block `. . Geogrid � WALLS (INCL FDN.) AND FLOOR FRAMING, as (E) = EXISTING 1. Dimensions (*) may be modified to meet � 87 � � � � � �''°i � ' ' ' � � ' ' � REo'� 1/4" = 1'-0" manufacturer requirements. v 86 ssemble. per _ , `-:�. 6, __� . . _ . .�. . . . _ _ . . _ . . . . . FOUNDATION WALL Manufacturer . . ;•- . .4. . Per.f. Dr.ain .to. Da ; ht. . REPAIR PLAN '_ � 2. Blocks to be manufactured of conc:rete unless o 85 :�^- • - • • • • • - - • • • • � 9 � approved otherwise by Engineer. 0 84 Instructions. _ -=�'� rap_ in. Crushed Stoine_ _ p per client choice > �:v� � , � 3. Ex osed face texture and color . . . . . . . . . and non-woven geotextile. a� 83 . . . . . . . . . . . . . . . � ' ' from standard manufacturer pallate. w 82 �xistmg,Grade- � 6". Thickness x, 24" ,�de.. . . . . . . . . . . . g� A$ �� � 4. Select granular fill to be free draining, 3" minus 3/4". Crushed. Stone Beddin.g: . . . and have 5% max passing #200 sieve. $� � Make Level Wrap . in 12 oz/sy �1�N4.: � 5. Geogrid to have long term design strength 80 � � ' ' ' ' � ' ' � ' � � � � � � � � - - • • • • • • • • • • • • • • ' " (GRI-GG4) >1,200 Ib/ft. non-woven geotextife. � � �� P�s�d_� C� �N � 6. Provide Railing per Building Code. . � D9L� 9-2-04 a � � ...___ .. .... .. . . --' -------------------- , _.._ . . . .___ . __._.�,__. _.__.._.__._._._____. � .... ._- _. __. . ,I . ___ . ... . ._- -._. __ . � .___. . . - - . . . ... _._ _--_ . . .-- _.. .._-__ ...__ . . -._. r� _. . _ . .. � . ...__.. ..__._..� _.�� .. .. ---� , __._. _ . .. . _.....- ---__ _. -- . . , . � , '��. . I . ... .. ..-�„�„- . .. �