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148 WASHINGTON STREET- JOSHUA WARD HOUSE DRB RENOVATION 1995 LBRenovationa Ward Houseashington St. J STALEY McDERMET ASSOCIATES PRESERVATION&RESTORATION ARCHITECTURE 175 Essex Street Salem,Massachusetts 01970-3726 (508)745-4969 DATE: December 13, 1995 TO: ►°The Salem Redevelopment Authority& Salem Design Review Board-Ellen Dubinsky The Massachusetts Historical Commission -Paul Holtz, Historical Architect FROM: Staley McDermet Associates - Staley McDermet COPIES: Higginson Genealogical Books - Robert Murphy PROJECT: The Joshua Ward House, 148 Washington Street, Salem, Mass. SUBJECT: Reproduction of Reproduction Roof Balustrade Approval is requested to reproduce the Joshua Ward House roof balustrade that was installed during the major restoration in 1979 and later removed because of severe deterioration. The following drawings are enclosed: 1. DRAWING A-5: WEST AND NORTH ELEVATIONS, dated April 11, 1979, which includes BALUSTRADE DETAILS, Number 11/A-5. 2. MODIFICATIONS TO DWG. A-5. 8'/z x 11 drawing dated Dec. 12, 1995, showing proposed changes to Detail 11/A-5. 3. NEW ROOF BALUSTER drawing dated December 12, 1995. Comments: 1. Although drawing A-5 shows only the west and north elevations, please note that the balustrade will be installed on all four sides of the top portion of the roof. This drawing has been submitted as it shows the original detail, as well as the balustrade's location on the roof. 2. The balusters themselves will be half-balusters as opposed to the full balusters that were installed in 1979. The top and bottom rails will be adjusted accordingly. This method of construction has been used as an economy measure, and has precedents in Salem in the roof balustrades at the Gardner-Pingree House and Peirce-Nichols House, both by Samuel McIntire. 3. The profile of the roof baluster itself has been refined to be more historically accurate. 4. The paint color will match the color of the trim. 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COALM WOF im- -,Ter AIEW' CW U`�l4AL£ IN 4- 50PYYiLr k"ANG ON I New 1�P1�k GCZF bENINU pptdnTt,tEJ' 604V EQ STUB - -- { 24"0c. -j i' FALE eUw� NEw sMctE uaTu+( Ar" TO WWO F 0 WJT 'TO LOOP RGCP UNE t°EYAt2 IN 4 FCAMB LK 4" DA. 1,AiN --- =- C0W_ GU.k3'Eu 5TJ(3 s64w a w� DALJSTRADE DETAILS G Rrj - upa4sl oNz KLM 50P D(!A\N( k,s NEW GA51NC, � I 1 .MW W?PEC SLU VM - L EP V_t Z STae.M SeNtLIF � VTGA NJ_4M;, iSE P�cOVID6 9151v 4T F UAIN 4f I�n IG�A1N W! EV4 :4PPEt Ll"A4 . ty(c3v 13 51�5i Yt' - Pa1K s� i II I - -� is % / I - ---- 1Tc.fA•1C LFP(. P�.:c.Y1 14a 14A IDD I3C 30 13,K ILiu 2rRL�t1 Ac E REYL/.GE WA-reQ TA164.E r� H I { 1 1 rD 6�fYft 6��G PY1Y -t�W P.IA GN F-01:#1T — -- --- _ - --- ------- I�t�Ue+z -- - �L�UN�NS -R; Mk_ILA t -- I r-- - f Cts AstEL} Cixl MN`s ----�- - GFII•d.QG- FW .— . 2 MIN. N'EfN WC,c.+: GE- h1�0.• CJI-f.FIEAV �GGNGQ@'lE WAIN 19URAL. NCTES - EXTERICR ELEVATIONS I . KEYt I NEW BRICK - Furnish and install new replacement brick to match existing brick in Q - EV G �TH ELEVAT10k] every way ineludinc size and color of joints. Remove whatever adjacent pieces of WE5 t-, ELEVATION SCALEt '!4°*1'-O" brick necessary to tooth new brick in so that new area is not noticeable . Replace- SCALE: �4 O ment brick must match existing in every way includine size , shape , color and texture . REPLACE - Remove inappropriate material (brick, concrete , etc. ) , and install new replacement brick. REPAIR - Repair existing brickwork, but reuse existing brick. Remove brick, clean wall , joints, etc. , and reinstall brick . 2 . Only mlaor areas of brickwork to be done , apparent from the ground, are shown above . The Intent of the brick repair is to patch, repair, or replace all brick so that the entire exterior is totally and correctly repaired and results in a waterproof and structurally sound exterior, whether specifically shown or not. '>. f1;.CviQC- 4 IN'^L1_ et_iNL"Ci P•NV :Jf'tL'hT INu FWP-l7W Ai.-E =.•N P�_I_ EV F_: IL''- `', r....�_�`. . E,Y" P( 13A I v"ej I''o 1 14A, VJTA•l WT6MTA, VAN , ANO RAP,,. r -� I r- kEY. C.Q. - Gn_ :ENERAL MOTES - WIN�CWS W I N D 0 W .�, ` 1 6�' " `i 1` 1 . All quantities and conditions listed in this schedule are for estimating purposes only. JPPB¢ SASH �w4eC 59•SH UWPeR 5a54 LOW" 5ASH Final quantities and conditions of sash must be verified by the Contractor in the field . uu+cFa: V_tw. tlFwj F6P.air<s RfiRKF tr CcZxTe*'- aw/ MVAID6 air" NEtrN NG7�4 P RCPAIIRS G N '`E'' NEWi REV,&4es fe,' GuJNTeR" HILOW.. NOTE9 2 . On the window schedule , two operations may be listed and separated by a slash. Example , j EY15"v NO OF: 5AL.XWAHC 916Tb uC.4zules e{�..or.6 E7IST6 p1p0iUTF6. 5&, U_ ExiST`W 1Jp.OP'uE534L02SZIyi C. R./STRIP means repair the check rail as required and strip the paint from the entire sash . - T 6A E' MT Fx uoNe _ - - - - - - _ LiG 21 EX GE, - Cp ° EX D.L. Sitar G S;s,; 3. All sash listed to be reused must be reused , unless further investigation and condition T IIA Ill N - N- - Gb ZZA Z- eX Cc /5ii r O EX W.Wex..imp 0 !A� dictates otherwise , in which case prior approval of the Architect must be obtained . 6 N -- — N - co ZZO ti -- ---- ------ N - - - - 5 �EPWC bvik�w c)PZ $Theme 4. All sash are to be labeled immediately upon removal by imprinting_ its number on the I IG EX G.C. Sita N - - - 5 Qa40•,6 bk*T Pjt.EY I ZZC N - . - --- -- - Al- ---- -- - _ _ NEW R.Ame t FXT. CASR„w cuncea led side rail . IID EX N -- GD, ! Z3A Z3 u ----- - - - - N _ ________ _ _ 5• A1.1 sash are to be reconditioned to be solid and structurally sound . Care must be taker to --- re-Flue the sash to match the existing alignment of its frame , which may not be square . i ZA JZ EX N- -- -- - G6. z36 8X DC (S�qP O N - - ___._ _. _ Z STCYs 6YJStIN� Z3 Ex EX S1RIv G CO.& >3G £X MIN OS 0 EX yTRly a• F • Upper sash are to be reinstalled fixed by means of a filler piece installed or reinstalled 0 in the track . Upper sash shall not be glued in place so that they cannot be removed in EX .°•C. 0 661 :4A 24 £K MINCC. 0 O 3 =TGpS 2Y. the future . 3e 3 EY MINOE = Ex eM,ue b,e. 0 c.n. FFJ rNN UPPEx. SA614 Gr„Y 246 EX 6.C. sir"v O r EX L'EC,nuEiylF•IP o 7• Each sash is to be soaked in linseed oil , dried , and primed before reglazing. ?Ib EX MINOR W N - -- %b E F NUFC+ Z4G EX , O EX 2 2 STS en. P . Each existing intact glass is to be labeled before its removal and is to be rep- lazed , on a REA.ACE FNA FF;.t�i.0 Ek STCIi' Ki: I !� --- -- - - - - setting bed , in its original location. y 31A , E7: I EX 't{t;P 1 ;tu=,, mac, q . Remove all hardware and anything attached to the sash unless otherwise noted . All stop - - Gh 3Ir EX L E�( 0 Si Ex) hardware cbe cleaned and reinstalled . td8 N N cb 31G EX New 0 EX G 5 L 5?> `. c� 10. New replacement t sash must match the existing ';eorgian sash exactly. In fabricating the new sash , the following procedure is to be followed . First a metal template must be made from 144 N -- - ----- -- N - -- 30A 30 Ek 0 z EX 1 .1. a stripped section of an existing window, and must be approved by the Architect. Next the 140 N - -- -- s N - - v. 371k 3Z E,( I _ NEX15,W4, - cutting knife must be made and it and a sample of the new moulding must be approved by the FHT FK. lk", N -------- - - - MAT rt PFFre TGNv$.M °�� 3 6 EX 0 Ex QEC,tt�E!S1RtP I Architect before the entire run is started . RAT R.J+NS EX 'date OFIUM : C' — �+' 3ZC EY 0 FX �. 0 11 . Repair all Check rails as required . WrA w-4M£r Ex X 7_,V,v1 cc.. E': t1Jt 2 9 µt_ CPAQe18U Iue-.rNeLST)u.. I 33A 3; FX L•C. SiCtP I Ek L.Ej�ttlP 0 12 . Weatherstrip all lower sash with brass weatherstripping in the sash tracks and on the bottom i1j of the bottom rail and with felt weatherstripping on the check rail . wT0 Ex x h E� N r3 G Ge 4+; 330 Ek SSR.O 0 EX P-L•/� P 0 13. Parting beads may be reused or replaced at the Contractor 's option. UTA M,-rou7 >; . __ N - Gb .t. 33G Ek Lei, 5711'aY 0 D, b,61`�TCIP 114, RAA F EY NLn16 C EX OCur GO 34A 34 EX ,'tv 0 ' '' _ Q( ,a11'-tP 0 5 R1ERAcic UVI` RA% { Eh Mltlfi4 Q EX MtN t 0 G6 3:0 EX L Cd S[PIJ 0 EX tf-.,L e SytIJ I I `TOP 5X. - . A I'1 A 21 EX P&a JE Cf� iPN ( EX °-i..�E1L a' 0 5�E11 DLASS 1"W 54 E' v 0 F �: tJ IIEEJ`� 6X , ` LI 3 EX o EX 0 SVLINa HA HALL 1`4 T NEST NORTH ._ <^ D�a�r.i►� ti , . 91 ' G EX .li ( �✓ EX w ( SPkIN(a 1 H6 EX SNuPE'sffL. I .►. EX DEu E S7Ni' I SC8>< SPUNa yN THE JOSHUA Vv�` r -i✓ !UJ TAEEE 51X �sN MAY Au.. Ea Q&A AGGu AT ►' �4 NTBAI:TO .6 UPf1ct4. 14el( MUST ii4ro 746 1yd.,1E M M^ ,� STALE'Y �lGDERf�IET A; :1: ;`EC �t�,UeADO T 0 extM I f rr 3A�EN1 bMSSACHUSE' T° "t�w.t 1571 PPOFII E5 D0 NO {}AVS 1a MATU+. 1H OFV J v 7g 5CALIE: 4\? �CTE:D