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266 ESSEX STREET- (TIMOTHY ORNE HOUSE (BOWMAN'S) 266 Essex Street Timothy Ome House (Bowman's) 19105 V O R M B - BUILDING r, f� 1 In Area no. Form no. MASSACHUSETTSVXI ASSACHUSETTS HISTORICAL COMMISSION 436 Office of the Secretary, State House, Boston 1. Town Salem Address 266-268 Essex street Name Present use Coimercial 2. Photo (3x3', or 3x5") ' Staple to left sidq of form Photo number 1 3(p Present owner i ascription: e 1761 iource cutwen list Le Georgian ;hitect erior wall fabric Wood; aluminuu siding �f uildings (describe) WM A f ier features d� . eyed storefront Date c. 1895 Moved Date 5. Lot size: 3,925 sq. ft. One acre or less Over one acre Approximate frontage 45 ft. Approximate distance of building from street Adjacent 6. Recorded by A. Van Ingen/A. Gump Organization Historic Salem Inc./SRA Date November, 1979 (over) -OM-5-77 • I 7. Original owner (if known) Timthy Orne Original use Residential Subsequent uses (if any) and dates 8. Themes (check as many as applicable) Aboriginal Conservation Recreation Agricultural Education Religion Architectural X Exploration/ Science/ The Arts settlement invention _ Commerce Industry Social/ Communication Military humanitarian Community development )7 — Political Transportation 9. Historical significance (include explanation of themes checked above) Wealthy Salem merchant Tirothy Orne built this nansion for himself in 1761; it is one of two Georgian residences surviving on this part of Essex Street. Although seriously altered, the basic form of the building and fragcrents of architectural detail suggest its original appearance. 9 1 10. Bibliography and/or references (such as local histories, deeds, assessor's records, early maps, etc.) Staley McDen-net and Robert Guethlen, The Timothy Orne House, 1979 — s FORM B - BUILDING Is �� no. JL-1SSACHUSETTS HISTORICAL COMMISSION -SM ` Office of the Secretary, State House, Boston _ - 1. Town Address 2.6(0 - 2 5+ - Lra \ame J Present use9 2. Ph0 ia Staple to left side of form _ Photo number 8t 2-3 Present owner &u)yua^_- 3. Description: /f,S/ f1 lir, F/ofo Date 16 _ Source i3� Se 1�tit�i� _ _ - - - - - - - - - - - Style r-�YfL.ra 11 i 4. flap. Draw sketch of building location Architect , in relation to nearest cross streets and other buildings. Indicate north. Exterior wall fabric SJU.4A Outbuildings (describe) ( Other features Altered 0\' Date Moved Date 1. ��'�t 5. Lot size: o�+ A A ' // 3i 925/* l✓7..��`-- dx Z One acre or less Over one acre S^ Approximate frontageJI' <J�� r"s� Approximate distance of building from street � 1u 6. Recorded by t. / V'. 1 t Organization. / { 5. L- Date 1�n� (over) `` 7. Original owner (if known) J, wLy�L original use (--Z QQ Subsequent uses (if any) and dates 1 S. Themes (check as many as applicable) Aboriginal Conservation Recreation Agricultural Education Religion Architectural Exploration. Science/ The Arts settlemen_ invention Commerce -7 Industry Social/ Communication Military humanitarian Community development Political Transportation 9. ilistorical significance (include ,Qexplanation of themes checkec above) S b- r -43- LJ 4zel- et- 506->1 e' / 1,r� vial/�Q N. Bibliography and/or ret�rences (such as local histories, deeds, assessor's records, early maps, etc. ) !`F(V6 F''ORM B - BUILDING In Area no. Form no. MASSACHUSETTS HISTORICAL COMMISSION 26 436 Office of the Secretary, State House, Boston 1. Town Salem Address 266-268 Essex Street Name Present use Commercial 2. Photo (3x3" or 3x5l') Staple to left sidq of form Photo number 1 0 134P Present owner i scription: e 1761 l Source Curwen list le Georgian :hitect I erior wall fabric Wood: aluminum siding i By� y buildings (describe)W M I�ler features 111---ed Storefront Date C. 1895 Moved Date 5. Lot size: 3,925 sq. ft. One acre or less Over one acre Approximate frontage 45 ft. Approximate distance of building from street Adjacent 6. Recorded by A. Van Ingen/A. Crum Organization Historic Salem Inc./SRA Date Nom. 1979 (over) MTA-C_77 7. Original owner (if known) Tinothy 'Orne Original use Residential Subsequent uses (if any) and dates 8. Themes (check as many as applicable) Aboriginal Conservation Recreation Agricultural Education Religion Architectural X Exploration/ Science/ The Arts settlement invention Commerce Industry Social/ Communication Military humanitarian Community development �— Political Transportation 9. Historical significance (include explanation of themes checked above) �i Wealthy Salm merchant Timthy orne built this mansion for himself in 1761; it is one of two Georgian residences surviving or_ this part of Essex Street. Although seriously altered, the basic form of the building and fragments of architectural detail suggest its original appearance. lu. Bibliography and/or references (such as local histories, dee3s, assessor's records, early chaps, eic.) Staley MCDermet and Robert Guethlen, The Tinothy O=ne House, 1979 �4G,�500 facelift �A f for historic building SALEM — The Authority and the The original 3-story eventuall Bowman 's Home bakery 's owner, mansion was built in bakeryYinsPoit `the Bakery building, 266 Richard D. Bowman Jr. 1761 for Timothy Orne separate retail two areas for Essex St., is schmontheduled of Marblehead. Ar- Jr., Salem's richest and develop the upper that facelift c nextconsider long Dermet Staley Mc- merchant at that time. floors into office space. that many consider long Dermet,who compiled a Around 1900, Mc The building is the first overdue. review of the building's Dermet said, the first to be restored on Essex The city's Design condition two years ago, floor was removed and Street as rt of the Review Board Tuesday will oversee the replaced with RedevePa Part approved a $34,500 plan reStor maximum I salary t a store a ront. The entire Authority's He titage to restore the struc- y of building was then Plaza West project. ture's second- and third- 51500. moved forward to its floor exterior to McDermet called the present resting Place, resemble the original building "a large ar- the architect said, appearance as part of chitectural fragment." the 200-year-old Bowman said he will Timothy Orne home. The project's cost will be shared by the Redevelopment �i ELI 5torefront Trim Work Section, 1 1/2' V-O' ___ __ J •_--- .__ _--__—• —_—_ MEN— -- �- J -- --� -- -- -- ...,_. ... ___... ._�� �■ 'E' too --------------------- --_----------------_-- --------------...----------------• ------------------------------------- - :-- � son ���' ---- I���. -- s l�� .�. ��� -��� ��� s. ons son on .�. ��� -�son ISEE MI m W MEN son �1 _=I1. Ilt■�l!ull�llu! ■■iT■■■',IK.>tl■Ti;�llull■a;llUi ■■�1= -= --- _ ===== o — — ' Ioo '' o - ---== 1111111'IIA14'I'141444'I l'I1�y14 � — 11111 111111111111111 I - � ►`�© 1444'14'44'14'14h41'11'1'I'!1'14!111 . 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F i�lili�PilAi..............i',i i 11'1'1'111 „! .. . . 1..L J I,..,.. ■ , u �Iii: c H.H.tivnvt f Arch e u ' O11)fM-AH i [fL)]Milbl Iu ® ® mz-mn Mach 31,2002 n - -- ------ - ----- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 = 3 LeFt Elevation CEwsUng Conditions), I/4' = 1' 0 - hywC Essex Street Renovauon r.'::bd t3au.en II6 Ebbm,$YaaL ' Salem eclueelte �y � Eelvatione T ------ --- - Ex5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Front Elevation (Existing Conditions), 1/4' = I'-O' oar,niov 1 I Moulding 1 S, I f Patterns 1 � Pule APRON BASE -� 1268 A,x 2%, -- -- - - B400 FJP x:il;' - _ -- —_ 8888 `nJ'x4'14' 8642 V.,x 3'li' 1. _ -- - 6688 FJP 'hi'x 4'h WM662 8385A '1 8645 'Ae"x Sri' 1 _ - WM662 9395A FJ 'hi'x 3% WMi 83MFJP 4'1,.'x3'/.;' 63858 x4'1." A51'RAOAL Fat) WM622 8712 %,o'x3'I�' WM133 8171 "l.¢''x1'l1' ___._ WM622 8712 FJP ,L' - '1 .Th" - WM623 8712A "/m x3'6' WM623 8712A FJP k3'r:' - ] ASTRAGAL("T") WM620 87128 "I n:'.4-h LWM1305 M4789 1'J,"97 1'1''x2 WM712 8720 'I,C X3,/", LWMI300 M47901"!"0 1'/:'0'/:' --- WM709 8721 'L,''x4'1-' �I l BASE MO 4.011 BACK RANO WM280 8313 "La"x 1'6:' �., - 6453 WMI63 8455 "/,d'x I'A BALUSTER STOCK r' \ u 8860 ,1,:"x 1'12' WM238 8900 VA."x 1'L." WM237 8901 IM."x1'/,e' WM236 89M i W,x 151d1 8665 /z"0 RANO BEDu WM74 8016 'A.,x1'1, r—..� B608 '6,"x I f'.., 8017 °L4'"x I'/<" WM72 8018* '/,C x Vh 8180 "l,.'xV h WM70 8019* 'AJ'x 2'/;' 8180FJP "/m"x2'1i' 6462 �I�IIIjJ)11 "he"x 1'!1," Lf CAP u 8463 "hu"x l'/:' 6682 "h6'x I'ii' 8465 "LJ'x 1'/." 8465 FJP x 1'/i' 84691" x 1'/,. 8471 "/.i'x1VI'", WM294 8670 "!.J'x1'i," 8471 "!.d'x 1'/ 8671 NOTES:Illustrations are not shown at actual size. LLL111 *Available 10'or longer. For approximate ceding and wall coverages,refer to page 449. 4-14 a, A { s�1t °tai» r, it ------ --- --- M&MI W . 0 1 I f Moulding Pattertts ' 1 Pine CLEAR STRIP OENTIL (SAS) WM239 985 a LlW14n. xl'/;' L _� 8398' /,"Q.. CLOSET POLE DRIP CAP M11 I/'" [_� WM196 923 FJP ''AL."x WM233 8912 EXTENSION JAMB CORNER HEAD(OUTSIDE) INNIM 9g515'l:'WaWlY -X'a i� I�_11 rlululNwsulruuan.srutwwaulmlW 8200 I!h,"x 1'n,• avnalu5rxlawxwulrnn 82008' x 1'hti' W10204 8238 I'I:"x 11ho" 987WNII"6u'a2" J WIV06 8240 "'A 1' � 9WJP(W/,:'WJ)'rw'x2.' WM206 82408 ralaxn[Xu.Xr£waa.'.'n¢,it<y,uxxiex _ ''x +' f-� a4,uxuscoawmXc oxns CORNER IW510E) ', 9881ti"La"Well)2"Face "Ld'x2'Lu" WM999 8440 ,"x l" runwxlaLtiExinlwau Wgiti CO ICE f 8622* "7,A I'/;' x 3" 989 Wh,"Wa18 3"!u"Pace 8624* '•r:.x 2'1; _ 989FJP 3"/,1" Face COVE' I/e X Yiri' 1 Wlavrclur,aeuw>roau I:IYLMIiI uu.auu W11,185 8024* °h.!'x I r." arcs 8025x2'd" 1J 8016* "n."x 2r. 990 16°n;'Wan12°h,:'Face "h✓'x 3'/u" iWIMgaCFNWOWII'�LIEIAEXi W1f WM57 FENCE CAP n"x 3'C' L LI 8276 I,h,X 11d' 8003* •h:'x 2'/P ('!:'Dade) 8007* '7:,'x5'/:' _.I 80M ^1��x4?/C GLASS BEAD BOW* ", X,1`r LWM49 8009* 'IL x 3",:," 8672 1b"x'k' LWM49 BOW FJP 'h;'x 3v;' Ll 8580 '!e" ' WNI52 8010111 7:e"x 2+h" % !' WM52 8010 FJP x/.d'x 29;' HALF HOUND WM47 8073* '4m"X47, WM124 8070 WM47 8013 FJP ')„ n4 WM723 &176 8027 FJP "6J'x57Y WM122 8077 °la''x'lhJ, WM120 8078 /..x l" 8047 l rd'x2'l:, 8079 ^/8'xl'!;' 8080 "!m"X 1'h' TES: Illustrations are not shown at actual size. *Available 10'or longer. 'For approximate ceiling and wall coverage refer to page 449. t Available in Fir or Pine. r#'ra � 1 4 t% ti; e �1�jyd E i� MROalc/Poplar Moulding Patterns . , CASING Oalx A9oulrlin,r;pa!/ernc 6-110 "/,,,•x /;. - T CROWN CORNER BLOCK(INSIDE) SAFETY RAIL B-110 7' 'L""x2"P y 0-176 "6r."x; B B-643 A 4 2'/z" -E644 f 3 C e-126 T ,,.•x - 4 B-959 1'/7"x 6'/f " q" 8'� B-444 -645' 4" 4:/,„ . . P-444 A f use with 0-630 Crawn SCOTIA 8-154 'use with 8-637 Crown } &601 8' IF R-154 7 / -x 2� DENTIL B-169A '/n”x 7'/•" B-639 '/,"x 13G" STOOL CAP Insert(Ponl'm B-639 8' 'A"x F6" [ ����� � B-169 C��111t\llL B-553 'i;'x 7(," PANEL LIP B-553 R` '/,' x 2+/,,, CHAIR RAIL �— fff 9-292 8' °hs"x 1'/n" STOP R-702 ''/.n"x 2'/." [% 8-702 8' x 2`1 B-305 '/n"x t'/l' - - QUARTER ROUND B-305 7' 'i•"x 1'b' CORNER READ 7� B-R51 8' U111 6.661 °y,•x 9-306 '/,"x I'h" 'h..�. ... B-661 8' '//'x'/,- B-306 7' V _--- M- l ROSETTE "T"ASTRAGAL COVE" B-324 7' 1 x2' B-605 8' '7,i'x I I/", —_ ------- -- Poplar Afnrrldi,rq Patlernc CROWN" I—A--1 CROWN CORNER BLOCK(INSIDE)I-614 '1,1'x4'/,' CROWNw/OENTIL"- -614P,114' �'i,r,-x4'i;^ B B-643 2:/r" 4, . . -614P.116, 'v,,, x 4'/.• I 8-644 f 3^ 4„ 1 B-645- 4" 4'/i" B-630 -612.33',,. �� (w/6�1) -hd'x'la' Oento -672.7 6' °/I�('x�%/�i f use with 8-630 CNwn -. ",cp.$Ef gP 'use with B-637 Crown CROWN w/DENTIL I CROWN B-637 x.S""l:m•.rn 330 '/:"x 3V,^Crown (W/e-678) '8-671) 'G.'x`/""Dnnlil I-are only Fare$Ede,, B-614" "An"x 4'A" ——— DENTIL. 8-93R) `/n"x 1" Dnulil Farr only 8-639 Illustrations are not shown at actual size Y � ` �, �� z e ,� ~ \ ^�s;.. ' r � �`� � — �`tiF ,i-,, �'�� .��; �. _ \\ q t ` \ ., :i , .1 t 1 �,, n �� .` � � __ � , � � 1 4 -- .� - � / 1 ' _ `; ,� \` / `1 _ _ �,. . . ��" /�/ OITR'r^' 3 r , •�'.!�. f^ 117 .! 7 I ■■■■■■ I �000ioo! ` ✓ jay �� • — Iy1 � � �T rn. I, l' t�'!F!T''� •rte �`. - 'J7. .�,� I . -�.! � •-•, 111�. ..,� � �l �-�(�` ,� i .-_„�---�..�.:�.::.'. Aa ..�f�p ...--._^-�-.fir:.---r--•— a 's r v: rr. 3 I EE . ' Y _ COPPERCRAFT Metal Roofing Specifications MANUFACTURER Building Paper: Rosin sized, INSTALLATION unsaturated paper weighing Roof Panels: Provide 5 ply double approximately 4 pounds per 100 square Preparation of Surfaces: Surfaces to lock standing seam panel system feet. which sheet metal is to be applied shall manufactured by CopperCraft, Inc. be smooth, sound,clean,dry and free Seams to be I"or 1 1/2"tall and spaced Sealant:Approved type of butyl, from defects that might affect the from 12" to 21"as required. polysulfide,silicone,or urethane. application.Apply a laver of roofing felt. Apply a layer of building paper to Cleats: Provide copper or stainless Protective Coatings:Alkyd type zinc surfaces receiving copper roofing, steel expansion cleats and fixed cleats chromate;FS TTP641,Type 11 valleys and gutter linings using large manufactured by CopperCraft, Inc. Bituminous Coating Compound:FS flathead copper nails taking care to TTC494,Type II completely isolate the copper from the MATERIALS GENERAL roofing felt. Copper: 99.9 percent pure copper, REQUIREMENTS Roof Panels: Roof panels shall CDA 110,ASTM Specification B370, consist of double locked parallel cold rolled temper, weighing not less Install metal roofing work using standing seams conforming to spacing, than 16 ounces per square foot. skilled workmen.Installer shall have a profiles,and arrangements minimum of 5 years experience in the Lead-Coated Copper: ASTM installation of copper roofing and shall Cleats: Cleats to be placed at 18" Specification 13101, (Type I)(Type 11), furnish to architect a list of copper jobs O.C.maximum.Expansion cleats to be Class A.and of weight and temper as successfully completed with similar used as indicated on drawings to allow hereinafter specified for specific details. for thermal movement of roof panels. locations,or as shown on drawings. Roof panels shall consist of double Typically,fixed cleats should be used Comment Select either Type I or Type locked parallel standing seams midpoint and 3'to 6'either side, with the 11.Type 1 refers to lead coating applied conforming to spacing, profiles and balance of cleats being expansion type. by hot-dipping,Type 11 by electro- arrangements indicated.Panels shall be deposition;Class A coating weighs 12 to rollformed in continuous lengths to the Transverse Seams: For roof slopes 6" 15 pounds per 100 square feet.The extent possible to minimize transverse or more per foot:Lower end of each pan weight of lead coating is the total weight seams while allowing for expansion. shall be folded under 34'.Folds shall be applied to two sides of 100 square feet of slit I" away from comer to form tab copper sheet with approximately one Fabricate and install the work in where pan turns up to make standing half of the coating on each side. accordance with details shown on the scam.Upper end of each pan shall be final shop drawings.Details shown on folded over 2".The 3/4" fold on lower Fasteners: All nails,rivets, screws drawings shall be considered typical and end of upper pan is hooked into 2" fold and bolts shall be of turd copper,brass, apply for similar features where not on upper end of underlying pan. bronze, or stainless steel (passive). particularly detailed.Comply with y applicable details and recommendations For roof slopes 3"to 6"per foot: Solder: ASTM Specification 1332, of the following: Lower end of each p.m shall be folded composition 50% tin and 50%lead. under 3/4".The fold shall be slit 1"away 60/40 for lead coated copper. C.D.A.Copper Brass Bronze Design from corner to form tab where pan turns Handbook-Sheet Copper Applications. up to form standing seam. Upper end of Flux: Rosin,muriatic acid neutralized each pan shall be folded over 1/2".A with zinc or approved equal. Revere Copper Products,Inc.;Copper locking strip 1 1/2"wide and full width and Common Sense. of pan,shall be continuously soldered to Roofing Felt:Asphalt or coal tar pan 4"below top folded edge.The 3/4". saturated felt weighing not less than 15 Sheet Metal and Air Conditioning fold on lower end of pan shall hook into pounds per 100 square feet. Contractors National Association,Inc. locking strip of underlying pan. Manual (SMACNA). 'x a•' �1' 15 ��7 ( i� ._ . s � �+ 3 r z � � / 1 F - —7-:�7 . r " 2600 Series ° Atv I e '' • � AFD �:. D r�:. , I � / j((u11,��ru{��• :n VlWrtiWe.3MIA-V a'�xtm�autvY;•�.:it':x'�t Z f VA 9 rM `y [� tt: r lhy I �' F �,� - - ..:5 / 1 'sem+• G v i � L-b Ri r UB: dark brass y � p I "'aurl st►� `bq. Sjti :fit'-i_ -s '�;•i. Northeast 7z Lantern Available Finishes - � . u � s� ,.,. j � � ,.. � 'n .ter +:•' i `�2���'. � 'w�+ I .x +. TU rrrTT Trr % ��rrem - :F.-%. { . ^ r. - -...x•15, . A -� `.+ - r , ♦� y ! s <1 '' .z 7; 1 f 60WMd1vS IVz7 &.4"WrAL i WIN I BROSCO DOUBLE-HUNG WOOD WINDOWS "Crafting Windows that Fit New England Lifestyles for Over 100 years." j C) �E n c ;L I I I BOSTON LAYOUT oaN. � cr D Standard Features of a BROSCO Double-Hung Wood Window Unit: • Basic jamb width is 49A4'. ° o Let o • Primed exterior and natural clear pine interior. Treated with a moisture repellent preservative. ° • Sash have durable mortise and tenon Construction. g Weatherstripped head parting bead on the frame and applied horizontal b y ° weatherstripping on the sash. o c 9- • Standard Brickmould casing is treated and primed. 5� a • Units are designed for stool cap application. tZ 00 B a El • Sash are 1'/s°Thick. • Featuring Historically correct, g' • Spring Balances. True-Divided Light Muntin Bars('/x'wide) • Beige Vinyl Jamb Liner. • Single Thick Glass (SSB) or Single • Removable Wood Grilles are optional. Thick Glass (SSB) with Low"E" Panel. o b w w • Sash are 13/3"Thick. a a g • Spring Balances (standard w/non Low"E" Units) Beige Vinyl Jamb Liner. o s • Tdt'N Clean Balances (standard w/Low"E" Units) Beige or White Vinyl Jamb Liner. Low"E° Panel also available for SSB rn• ° Picture Units.Contact your Brosco o • IN'Thick Insulating Glass or Dealer for availability E _ Low? Insulating Glass. cHow to Order A Window Unit • Sash are 13/e"Thick. (Boston Layout) • Tilt'N Clean Balances. 1. Unit Number(Glass Size),Number of Lights • Beige or White Vinyl Jamb Liners. (1n,616,etc.)and Glassrype(Insulated.SSB. Authentic Divided Light or SSB with Low"E"Energy • Interior Pine Side Stops (applied). ° 2.w e • Wood Glazing Bead. Panel). Single,Mullion,Triple,etc.(Mulled units-specify a • Cam Sash Lock(applied). standard narrow mullion or stud pocket mull). c— & — • Removable Wood Grilles are optional. 3. Type of Casing-Brickmould(standard)or other(see o a options),For No CASING orders.311;Homs will be used. In, (Grille included with round top transoms.) 4. Jamb Width-491,6'(standard)or with 6"1,5'Extension Jambs(Applied or K.D.) 5. Type of Balance-Tilt'N Clean is standard with Insulated Glass and SSB w/Low"E"Energy Panel. .050 Tilt'N Clean is optional w/SSB(non Low"E")Units. 6. Options(see pages 176 and 179). 165 I BOSTON LAYOUT i l 1RI lI t I Set-up Double-Hung Wood Wind0i J 1 t F 1 2'-3" P'-6" 2'-4' 3-0 3 E 2'09a l 2'-3016 I 2'0lli =2 �.N 8' i' 9'.•' I Low.,E., .. - Energy in rn - Panel ,y 1.ry. e " TOT T. lmnp' Low"E" Energy panel Tilt'NClean Unit — B,osco's Low'E'Energy Panel is available ' on most single thick glass(SSB)units Ie -. provide better energy edicancy. i e e y.,„ s'n,• 1P r11' The Low'E'Energy Panel Package adds 711'N Clean Balances,apPlied pine inside _ stops and an applied cam sash lock. v IPx12' ,, :. mom n 9'all' Ip'.19' in ', T 15' IT IS 11x15' 10' 11' 2'.19' -Glass sizes are approximate. For Unit Dimensions and Other Hough peplacement Sash Available Openings—See Page 177. See Pages 204 and 205. For Unit Option,—See Pages 175 and 179- 171 t I I BOSTON LAYOUT t I It l t Set-up Double-Hung Wood Windows OPTIONS Exterior Window Casings i i I � i I i Brickmould Casing Flat Casing Flat Cape Cod (standard) —1'hs'x 3'1i Head&Sides Casing dude 1'/+'x 2' —17/16'x 3114'Head Casing "hi x 4'h' curne w/1'he x 3'h'Sides —1'hs x 5114'Head&Sides or 1'/,6'x 3314 Sides —1'he x 7'/4*Head Casing w/1'h6*x 3'/a Sides { •Naturally decay resistant Clear Hampton Pediment Head(Primed) Cedar Sill I Cedar blind stop included `-1 •Sill and casing completely 3 caulked .,w ''*d.,• 7. Casing applied with stainless 14 7 = steel fasteners d Flat Casing —1'he x 31/4'Head&Sides —Phe'x 3'14'Head Casing w!111,6*x 31/4'Sides Main Sill w/Standard Sill Hosing/Connector Main Sill (Included with Basic Unit) w/Optional Historic Sill Nosing/Connector b Rr 178 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _._.,._ . I ................ I H.H. Morant & Co., Inc. Architects P.O. Box 4485 221 Washington Street Salem, Massachusetts 01970-3633 Existin Parking S aces ' I (978) 744-5354 (978) 740-9161 Fax ' O O 0 C-� O O Consultants: ' �� I I Exi5tir e Parking c paces Job Number: 02-011 I Date: ' I November 22, 2002 No. Date Revision By: ' I I I I I New Concrete walkway -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 1 n f_ Project: New Bit C nc Parkin Essex Street 6- E fisting Parka e Spaces Area (4 S aces) 6- xosting Par ane Space Renovation 449 0000 O o o O ° New Landscaped o 0 ° 2 Plantings I Opo 4 O O O O O O / \ 0 00; New 6' Fence Enclosure For Trash, Etc. New Lawn Area I I Richard Bowman 2ro(o Essex Street I _ I I _ _ Salem, Massachusetts I I I I I I I I I I — I I I I I I i Slte Plan 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 p m r I scale: I � I \ I I Drawing Number: hhm 02-011 (2/02) i .................. .................. ................... ................... .................. .I................ ................... ................... .............. ... .................. .................. ................... ........ ........... . .................. . . ........ ......I .................. .................. ................... ................... .................. .................. ................... ................... .................. .................. ................... .................. .................. ................... ................... .................. .......... ................... .... ............... ... .............. H.H. Morant & Co., Inc. Architects P.O. Box 4485 69 Lafayette Street Salem, Massachusetts 01970-3633 (978) 744-5354 (978) 740-9161 Fax Consultants: Job Number: 02-011 ------------ --- --- --------------- Date: - ------------ ----- -------------- March 31 2002/ No. Date Revision By: ————— — ——————————————————————————— — —————— F Eq--------- ----------- -- ------------------------------ 1 1/15/02 Plan ed 6/21/02 Plan sLul E-1 3 0126102 Plan sLul 4 11126102 Plan ml erose Area 2343.1 -eq. Ft. Terant Area ft. Project: E55ex street Renovation 131 ❑ El T Richard Bowman 206 Essex etreet L------------- Ma5qarhusetts Basement Floor Flan First Floor Flar L±------------------------------------------------------------------------------j Scale: 114 10 Drawing Number: Al - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11 - 011 11 1 1 - 0 11 5 (assmert Floor Flan ( ScheTe 05 ) / 1 / 411 - 21 Firet Floor Flan ( Gchems 1* 5 ) / 1 / 4 hhm 02-011 (2/02) H.H. Morant & Co., Inc. Architects P.O. Box 4465 221 Washington Street Salem, Massachusetts 01979-3633 (978) 744-5354 (978) 740-9161 Fax Consultants: Job Number: 02-011 Date: March 31 2002 No. Date Revision By: I I I -1/18/02 Plan swl I I I I 2 8/21/02 Plan swl I I I I 3 8/20/02 Plan swl I L I i L I 4 11/26/02 Plan ml Project: LZ IL ESSex Street 0 I I I I , I � O oRichard Bowman o I I 260 Essex Street Salem, Mas achusetts i 77r 5eccrcd Icor Plan 1 r I Third Floor Plan I I I I I I I I ' Scale: 114 Drawing Number: A2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ohirb odor � 1arl ( GCheMe 5 ) , 1/ FII = 11 - 011 1 Second Floor � 1an ( Scheme 5 ), 114 " = 11 - 011 hhm 02-011 (2/02) I' Insul. Glass, temp 3/4' Wood Stool 4 "F Pon', "040900 Ultra Ball and 2 1/2' x 6 V2' Bottom I' x 2 Iia' Wood As Required Typ. —� liz'x Wood Apron •43100 Ultra Ball Base, Paint Rall, Paint Trim Paint w/ Eased Edges, 'Brosco' 6 over io Double-Hung 1' x 2' Wood Sealant, Typ. Paint Wood Window with Authentic Trim, Paint 2 MDO Sheathing, Divided Light and White Aluminum Sealant, Typ. Paint Storm Units, Typical 'Brosco', Scotia Moulding "8016, Paint 2 'Brosco', Scotia 3/4' X 6' Wood Trim, To 6 2 V2' x 6 V2' Tapered Top Handrail, Paint Moulding "8016, Match Existing Paint Tapered Wood 2 Paint ' I" Insul. Glass, Sill, Paint I Insul. Glass, Tempered As Tempered As 3/4 X 6" Wood i 3/4' x 13/4' Ballusters m 4' o.c., Paint Required, Typ. Required, Typ. Trim, Paint 5/8' X 5/8' Woo Mahogony Square /of Qtr. Round, Paint Edge Decking, Stain Tapered Wood MDo Sheathing, 12' x 12' Square Newel Post w/ Ball Top, H.H. Morant & Co. Inc. SII, Paint Paint Beyond 8 NEWEL POST DETAIL, 1 1\2" 1 WINDOW ELEVATION, 1\4" Architects 30 MULLION DETAIL, 3" SO SILL DETAIL, 3" � � P.O. Box 4485 FDO Sheathin Salem, Massachusetts 61979-3633 Sealant, Typ. Paint g 16° 2 I/2' x 6 V2' Tapered 69 Lafayette street 2 VT x 6 V2' Bottom Rall, Paint Top Handrail, Paint I' Insul. Glass, 6 2 5/8' k 5/8' Woo 1' x 4' Maho o S uare Tempered As gs q {� Qtr. Round, Paint Edge Decking, tan Required, Typ. 'F on', "040900 Ultra (978) 744-5354 2 2 2 2 3/4' X V Wood 'Brosco' "8021 Wood Crown Ball and 004310t0 Ultra ( ) 4 4 Moulding, Paint 978 740-9161 Fax Granite Facin 3/4' X 8' Wood Fascia, Paint 'Brosco' Scotia Consultants: 6 6 To Grade, Tg �0 2 2 x 4, p.t. Sleepers Moulding "8016, yp 3/4 X 10 Wood Fascia, Pant 3/4' Sheathin g W/ 2' Chamfer Deck Framing Faint 4 2 5/8' X 5/8' Wood Qtr. Round, Paint I" x 2' Wood I' x 4' Mahogony Square Trim, Paint 10' Dam. Plain Tapered Column w/ Tuscan Edge Decking, Stan st ru urs Cap and Base I' x 8' Wood Trim, Paint Job Number: Exist. Grade T 4 G Bead Board 02-011 Tapered Wood ® JAMB DETAIL, 3" © BASE DETAIL, 3" Q DECK—RAIL DETAIL, 1" 9Q NEWEL POST PLAN, 1 1\2" Sill Paint Date: Typical Roof Construction March 31, 2002 GAF 235 Asphalt Shingles, Black No. Date Revision By: 15 Ib Felt Paper 5/5" CDX Sheathing I 7/18/02 Elev awl 'Johns Manville', Sure Grip, Ice d Water Shield. Be' Pieh At Roof Perimeter. Typ. Typical Roof Construction 2 5/21/02 Elev awl Pxistln Dentiil Moulding and Trim GAF 235 Asphalt Shingles, Black Existing Dentd Moulding and Trim "Brosco", 3 over 6, Double-Hung Wood Window g 3 8/26/02 Elev swl Boar To Be Repaired As Req'd. with Authentic Dlveded Light and White Aluminum Boar To Be Repaired As Req'd. 15 Ib Felt Paper And Painted Typica' Storm Units Typical And Painted, Typical 5/5' CDX Sheathing 3a 5/29/02 Mullion awl 'Johns Manville', Sure Culp, Ice 4 Water Shield. Be" I igh "Brosco', 6 over 6, Double-Hung Wood Window At Roof Perimeter, Typ. 4 11/26/02 Door ml with Authentic Divided Light and White Aluminum rl2' x 12' Square Newel Post w/ Ball Top Storm Units, Typical Existing Siding And Window Trim To v7\ Existing Siding To Remain, To Be Repaired As Req'd, Paint, Typ. Repair Aa Requlred, Paint Project: Essex Street Renovation 9 A "v r 8 - A3 Richard Bowman 2roro Essex Street :.::.::::.: ••: : :::::.:::::::.:... ::<•::•;;;:> ;;;;;: Sa em Mas achusetts :;•;;:•; :;;: :;;:•: ... ..... ...... ... :•::.::::::: _ I i - - I �IvatIons i: :: :::::::::::: :......v e::::s: :s ::: :i::: ; i;::::: ::::::i::::: :::: : :ci L:::::: :::a:::: i t :i ci;: :i:::?:::?::::: : i :l::: l :::! c::::::: •::} :ti :;:::?:: :::cii::: :::....... c :: : :z: : :4:•::4::: ::::::::: :: e : : :::�i;::::: :r:::: ::::1:4i:; ziiie : ::r? ?::;:?:: :ir;:5;: ^'ii':!i ee?:?:: :: :?:?:::r ::}iiii:1 ;:: i::.....:.....:..... . . . :.::::. .�:::::.: .:. .:::. :.::::.-:::.^:.:�:::::. ........ ........ ........ .......... ......... ......... .......... .......... ........ ......... ......... ::•::::•::i:�:i::•>:�;;;;: ., . 4iii:: :� :�:! ::ilii:•?; -' xl I I 5t n rJl A I E d o nd W n Trim dow To ToBeit 4 B e a ed A R s e d R Faint, t P q p " y e 3 ..........................:.:::::. 2 x 4 T d Bottom Rails w/ 13/4 x 1 /4 -> ::::::::::::::::.:::•::::::::: :..... .......... ::::;::ii: ;i: ::.: 3 Ballusters :•:::::�:::.-::.........::.� ..:::::::::::. :•:::::::::::: �::::.:�::•:::•:• .......... Q m Top : :•::. 0 I m fciiiiiiii:•i:'r.ii.''r:<if•>;:• ......•:......:. ::ic:;•:i:i:;•ie;:;.::•::::::::::: ::: ::.:::.::::.-. :::::.;•:::::;:::..:-.,:::;:::::.;: ............... c•::•lit•;:;:•;::•:�:r::::•:;•>::t:t•::: D Pan Tapered Column w/ Tuscan Ca and Base1. ."111 :•::::::. p ::•:: :•::::.::•:::.:::.::::.::::: :::::::::::. ... .......... .............0................ ... ::::........ .... .......... ..... ... ........ ::::...,........ ., •:•..... :•:�:•::•n:::•f:::•:i lc;:7;:•e;:�n:•;:•irri4eii::: :::•i :•;>:•:<•:::•:•:;r::� •;:r •;;::>::;:;:ri•;;:•:;:•:ir ei�;;:•i ::::•:::.::::..:::::.. •::: :. ::::::.:: :.:..:::.:. •: .... ..::.: ....::•:::.: :::::::.:::.::.::::::.:::•::. :. ::::::.,..,...................... :i is :•::cis :;•::. .•::::•::::: -1.......:.... ..... .:^::•.: :::::::::::::::.: :::::::.�:::.�::.�::.�:::::::::: :•:::i:•:::::�:i:: •:::::::;:::;.;^;;:•:•:;::•>;:•;;::.. ....... Scale: "Morgan', Full Light Door 1/cFil _ 11_0II Fixed Transom Lites w/ Wood Muntins Fixed Transom Lites w/ Wood Muntins I Fixed Wood 4 Glass Storefront Sash w/ Continuous I Drawing Number: Fixed Wood 4 lass o f o G St re r nt Sash w/ Continuous Wood Sill I Wood Sill Wood Flat Panels, Trim d Granite Curb Wood Flat Panels, Trim 4 Granite Curb o? I Proposed and Existing Brick Face io Proposed and Existing Brick Face I To Be Painted To Be PaintedAQ I I I I ---- -------------------------------I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _2 Ri ht Side Elevation ( Seems 5 ) / 1 / 411 = 11 - 011 1 From Elevation ( Scheme E )/ 1/ 411 = 11 - 011 hhm 02-011 (2/02) F - - - ' - - - ' - - - - - - - - - ' - - - - - ' - - - - ' - - - - - - - - " - - - - - - - - ' - ' - - - - - - - - - - ' - ' - - ' - - - ' - - ' - - - - - - - - ' - ' - - ' - - - - - - - ' - " - - - - - - - - - - - - - - - - - - - - - - - - - - - . .... .................. .................. ................... ................... H.H. Morant & Co., Inc. Architects P.O. Box 4485 69 Lafayette Street ; Salem, Massachusetts 01970-3633 (978) 744-5354 (978) 740-9161 Fax Typical Roof Construction Consultants: CxAF 235 Asphalt Shingles, Black Typical Roof Construction 15 Ib Felt Paper GAF 235 Asphalt Shingles, Black 5/8" CDX Sheathing 15 Ib Felt Paper "Johns Manville", Sure Czrip, 5/8" GDX Sheathe Broscco , 3 over 6, Dcuble-Wung Wood Window Ice 8 Water Shield. 36" Nigh Sheathing with Authentic Divided Light and White Aluminum At Roof Perimeter. Typ, "Johns Manville", Sure Czrip, Storm Units, Typical Job Number: Ice 8 Water Shield. 36" �gh At Roof Perimeter. 7yp. ��-�1� "Brosco", 6 over 6, Double-Nun Wood Window Proposed MatcDentih Moulding and Trim with Authentic Divided Light and-White Aluminum Boards To Match Existing, Paint, Date: Storm Units, Typical g Typical New Addition i�larch 31, 2��� Exetiing Siding To Remain, 12" x 12" Square Newel Post w/ Ball Top No. Date Revision By: Repair As Required, Paint 5/4" x 12" Corner Board 2" x 4" Top and Bottom Rails w/ i 7/18/02 Elev swl 1 3/4" x 1 3/4" Ballusters Existing Dentil Moulding and Trim Boards To Be Repaired As Req'd, 2 8/21/02 Eley swl And Painted, Typical r------------ 3 8/26/02 Elev swl j12' x112' Square Newel Post w/ Ball Top L— --J LJ J T — 1/2" x 6" Cedar Clapboar .• Project: ........... ....... Siding 4 t.w. A3 SSSX Jtr ............ eet Hu ten® at ® V i n 8 43 "Morgan" wood Patio --- ) . ....... --- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- ----- ----- -- Door Unit, Typical - ----- m man r R Icha d Bow 2(o(o Essex Street Salem, Mas achusetts ---- --1-- --------------------------------------- -- i 2" x 4" Top and Bottom Rails w/ 1 3/4" x 1 3/4" Ballusters 10" Diam, Plain Tapered Column - 10" Diam. Plain Tapered Column w/ Tuscan Cap and Base w/ Tuscan Cap and Base :6:•i:f{5i:•i N '7iii'7?:4i?'li•:c. i i m I I I I "Morgan", Full Light Door "Brosco",Double-Hung Wood Window Sash I i I I I I with Authentic Divided Light and White Aluminum I I Pro I I I Storm Units, Typical I I Proposed and Existing Brick Face p I I Proposed and Existing B is I Face I To Be Painted I p g I01 j To Be Painted -----J I I 63 Scale: I I114 _ 10 I I I I I I I I I Drawing Number: L-------------------------- ———————————————————————————— L-----------------------------------=---------------------------------- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Fight Sibe Elevation ( 5cherne E5 ) , 1 / ` 11 = 11 - 011 _2 fRear 1evatio �i ( ec, 17eme � ) / 11 .4 = 11 _ � �� him 02-011 (2/02) .. . . . . . . . . . . . . ...... .. .. .. ...... ............. ................... 2 1/7 x & 117 Bottom . ........ .................. ........ ........... ................... 1/2'x Wood A ron 43100 Ultra Ball Base, Faint `Bro600', & over (o, Double-Hung Wood Undow -7 with Authentic Divided Light And Insulating Panel, w/ Eased Edges,r Instil. Glass, Temp' Stool 4 4pon', 0040JO0 Ultra Ball and Rail, Faint I' x 2 114' Wood As Required, T�p. \[3/4' Wood Trim, Paint .. ..... .................. .......... I' x 2' Wood Sealant, Typ. Pant Typical .................. .................. .................. ................... ................... Trim, Paint MDO 2 Paint Sealant, T�p. L .................. 'Bro5co', Scotia Moulding OaOl(o, Pant ...... . .. ..... Scotia 3/4' X V Wood Trim, To 2 Match Existing Faint ...... .. ...... ...... (0 2 1/2' x (o 1/2' Tapered Top Handrail, Part Mouldn 018016, Tapered Wood Faint =. ...... 5111, Paint .................... .................. 11 Insul. Glass, I" Insul. r%lass,:T Tempered As Tempered As 3/4' X V LUood__/7 13/4' x 13/4' Ballusters 6 4' o.c., Pant ................... ................ Required, Typ. Required, Typ. Trim, Part 44f 1 .................. .................... 5/8' X 5/5' wood­--�, r x 4' MahogoN Square Qtr. Found, Faint Edge Decking, Stain MDO Sheathng------ 12" x 12' Square Newel Post w/ Ball Top, H.H. Morant & Co., Inc. Tapered Wood Faint Beyond Architects 30 56, Faint NEWEL POST DETAIL, 1 1\2" WINDOW ELEVATION, 1\4" MULLION DETAIL, 3" SILL DETAIL 3 P.O. Box 4485 69 Lafayette Street Sealant, Typ. MDO Sheathing, 2 1/2' x (o 1/2' Tapered— Salem, Massachusetts 01970-3633 Faint 2 1/2' x & 1/2' Bottom Rad, Pant Top Handrail, Faint I' Instil. Glass 5/8' X 5/8' Woo r x 4' Mahogony Square & 2 TemRe pered 45 Qtr. Round, Faint Edge Decking, Stain 'Fi4pon', 11040900 Ultra� (978) 744-5354 2 yp 3/4' X 01.1.1cod Brosco' 0,5021 Wood Crown \14 \V W11 Base, Ultra (978) 740-9161 Fax 2 2 Trim, Paint Moulding, Faint Ball Base, Faint Consultants: 4 3/4' X S' Wood Fascia, Paint x 4', p,t. Sleepers—/ 'Brosco', Scotia Gra its Facing 2 Moulding 08016, To Grace, Typ.(0 3/4' X 10' Wood Fascia, Paint 3/4' Sheathing Faint W/ 21 Chi Deck Framing 2 5/V X 51V Wood Qtr. Round, Faint r x 4' Mari Square 4 I' x 2' Wood Edge Decking, Stain ........... Trim, Paint ............. 10' Dam, Plain Tapered Column w/ Tuscan Ist urs Cap and Base ........... ............. ............ I' X 8' Wood Job Number: I............ L Trim, Paint .......... ... ........ T 4 G Bead Board 02-017 Exist. Grade •............. © BASE DETAIL, 3" DECK—RAIL DETAIL, I" NEWEL POST PLAN, 1 1\2" Tapered Wood 4/A JAMB DETAIL, 3 Date: 5111, Faint March 311 2002 Tc4picial Roof Construction No. Date Revision By: GAF 23E) Asphalt Shingles, Black 15 lb Felt Paper 1 -1/10/02 Elev swl 5/8, =x5heathine 'Johns Manville", Sure Grip, 2 5/21/02 Elev swl Ice 4 Water Shield. 36' Pieh Tgpical Roor Construction At Roof Perimeter. Typi. Exietine Dentil Moulding and Trim GAF 23r;) Asphalt Shingles, Black 3 512(oIO2 Elev swl Existiri Dentil Moulding and Trim Brosco", 3 over (o, Double-pung Wood Window Boards To Be RepaireclAs fReci'd. 15 lb Felt Paper Boards To Be Repaired As Redd. with Authentic Divided Light And Insulating Panel, And Painted, Typical 5/al CDX Sheathing Typical 3a a/2,B/02 Mullion swl And Painted, Typical 5 Manville', Sure Grip, Ice 4 Water Shield. 3V qie�i 4 11126102 Door ml At Roof Perimeter, Tup. A/ '5rosco', ro over ro, Double-Hun g Wood Window with Authentic Divided Light And Insulating Panel, 12' x 12' Square Newel Post w/ Ball Top Typical Existing Siding And Window Trim To To Be Repaired As Req'd, Faint, T�yp. Existing &clin!e To Remain, Project: Repair As Required, Paint Essex Street . renovation Richard Bowman L ...... ........ 1 V 21o(o Essex Street Masqarhusetts ............... ..... .... ...... ...... ...... ..... . ... ...... ......... ...... ..... ..... ..... . ............ ..... V.7.7 ....... ..... ..... ..... ...... ...... ................ ........ ... ....... E .... ..... . . . . ..... ......... I I F F L I ............. ..... ......................... ....... ...... .......... ..... ...... ... ..... .... . ........ ... ......... ........ W.7.7 ..... .......... ............................ ................................ .:::::i:;:. ...?..........•i I I I I I .......... . ............. ............... . .............­................. CV I I L Existing Siding And Window Trim To ................................ ....... ............... .. ................................ ..................... K:� ............. ... ................................ ...... .. .. .. ...................................... .... ......................... .. ............................... ..... ..... .... ........... ............... ................................. ............................... .. ................................ To Be Repaired As Recfd, Paint, Tg- ............................... ... . ... . . . . . ............................ .............. ............... . ..... ........ ......... .... ..... Cf) . . . ..... ........ .......... .......... ................ ................................. ......... ......... ..............I 2" x 4' Top and Bottom Rails w/ 1 3/4' x 1 3/4' Ballusters ............... .......... ................................ ... .............. ..... .......... .............................. ......... .......... F I F ... .... .....4. = ............ ................... ............ ... ............................... ......... .......................................... ............... .....................: ... ... ..... ........ .......... ... ........ ... . ........ ............................... ................. ..................I.......... ... .... ... .. .... ........ 10" Diem, Plain Tapered Column w/ Tuscan Cap and Base I.. .............. ..................... ...I...........I................. ... ............ ............... .... ... ........................... . ..... ... ... ...........4.......4..........................� ... ........ ........ ... ............ .. ... .............I......I...... ...... ................................ ............... 1 1 1 . . ......... .................. ........... ................. ................. ..... .... ....... .. ............... ....................... ------------- \1 V ................ 74............ ........ ... ............... ww N 1/� El Scale: 11-011 1/4 - "Morgan", Full Light Door I Fixed Transom Lities w/ Wood Muntins Fixed Transom Lites W/ Wood Muntinis Fixed Wood 4 Glass Storefront Sash w/ Continuous Fixed Wood 4 Glass Storefront Sash w/ Continuous Drawing Number: Wood ell Wood 6111 "Feriod Hardwaire", *`2611 Hune-Ciptic-C�esd Wood Flat Panels, Trim 4 Granite Curb Wood Flat Panels, Trim 4 Granite Curb Iting I a' x 13 1/2' x 15 1/2', Dull Brass Liel, Fixture 3- Typical, Front Elevation I Proposed and Fxistine Brick FFace I Proposed and Existing Brick rare I To Be Painted I 'Period Wall-optic-Caescl To Be Painted I I a' x ci 1/2" x IE� 1/2", Dull Brass Lighting I I A Fixture 2- Typical, Rear Elevation I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - "Im' Faint 6 p, 20 5ealant, T�p. 52 r Insul Glass, 0 Tempered AS 17 ........... ........... ............ ............ ........... ............ ........... .... ...... ..... ..... ............ ............. . ........ 1 -11411 1 - 0 11 FI Els vatior / 114 11 11 - 011 1 - 011 �7htr 02-011 (2/02) -27 FRieht & 6s Elelvation Existing Exterior Siding Existing Exterior Siding x in 16 o.z. Copper Flashing/Roofing 1 g 16 oz. Copper Flashing/Roofing "Bronco" (11x021) 11/16" x 5 1/4" Crown Pine "Brosco" (05021) 11/16" x 5 1/4" Crown Pine Moulding. (Mitre All Corners) Prime And Paint. Moulding. (Mitre All Corners) Prime And Paint. �.^ "Brosco' (08-639) 3/4" x 1 3/4" Dentd Poplar Moulding. (Mitre All Corners) Prime And faint. 'Brosco" C#8-639) 3/4" x 1 3/4" Dentd Poplar Moulding. (Mitre All Corners) Prime And Paint. I" x 5 3/4" (Actual) Pine Top Trim. H.H. MOiant & Co., Inc. I" x 5 3/4" (Actual) Pine Top Trim. (Mitre All Corners) Prime And Paint. (Mitre All Corners) Prime And Paint. Architects 4485 'Brosco" l"8453) 11/16" x 1 1/8" Base Pine "Bros-o' ("8453) 11/16' x 1 1/S" Base Pine P.O.221 Washington Street Moulding. (Mitre All Corners) Prime And Paint. Moulding. (Mitre All Corners) Prime And Paint. Salem, Massachusetts 91978-3633 m MDO Plywood Band Board MDO Plywood Band Board (978) 744-5354 o� "Brosco' ("8453) 11/16" x 1 1/S' Base Pine (978) 740-9161 Fax "Brosco" (18453) 11/16" x I I/8" Base Pine Moulding. (Mitre All Corners) Prime And Paint. Moulding. (Mitre All Corners) Prime And Paint, Consultants: I" x 4" (Nominal) Pine Bottom Trim. : : : : ; : : : : : : : : : : : : : (Mitre All Corners) Prime And Paint. .'.'.'.'.'.'.'.'.'.'.'.'. .. '.'.'.'.'.'.' 1" x 4' (Nominal) Fine Bottom Trim. :':':':':':':':':':':':':': :': :':':': :':': (Mitre All Corners) Prime And Paint. ; : ; 'Brosco" 0"002-1) 11/16" x 5 1/4" Crown Pine Moulding. (Mitre All Corners) Prime And Paint. "Brosco" (0502-1) 11/16' x 5 1/4" Grown Pine lob Number: Existing Moulding. (Mitre All Corners) Prime And Paint. . . . . . . . . . . . . . . . . . . . 02-017 02-017 Budding Existing Pine Trim, Prime And Painted. :.:...:.:.....:...:...:.:.:.....:.....:.. :...: .•.•.•.'.•.'.•:.'.'.'.'.•.'.'.•.•.•.•.•. Date: Existing Storefront Trimwork, Typical Existing Storefront Trimwork, Typical : :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. : . March 8, 2004 No. Date Revision By: 'Brosco' C"SICU 11/16" x 1 3/4" Astra al Flat ; ; ; ; ; : : : : ; : : ; ; : : : "Brosco" ("8171) I1/16" x 1 3/4" Astragal Flat Pine Moulding. (Mitre All Ccrners) rime And Paint. ..:: . ::.....::......:..:..:..:::..:::..............:..:::::..:: _ Pine Moulding. (Mitre All Corners) Prime And Paint. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Existing Storefront Glazing, Typical .... :.:...:.:.:.:;:.:.:.: :;..:.:.... .:. .::.::.::::::..:... Existing Storefront (dazing, Typical :. . . ..:.::: : : : : :.. .:. : : : : :;::: . :::::.:... - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - StoreF' rorit Trim Word Section, 1 1/ 2" = 1' -011 4 5tore � rort Trim Ward Elevation , 1 1 / 2" = 1 ' - 0 " - Project: Essex Street fi�enovation — Richard Bowman 266 Essex Street �r Salem, Mas achusetts LLLI T— ...... ..... ...... ::::: • • : ...... ..... ..... ..... ... ....IM Elevaticns TrimD etas s 3 zi A3 0 qtr:;?�:'�'`�:'• �� : ::i :i': 2 : ii': .::::::::::::::::::::::::::::::::::: 9ca1e: :::::.�:::::::::::::: ::;::::::::;:::. '•11:11&;:.;;r :( ::;: :} ;:tii;}:rift;::: �: e - oted �s N a b D rawin N m er. 8 ", MOM imi OEM I � i 111::1; %C. ® � � t:t�ifti't%�:�:':�:��: � ® •i�f f:� tt:��ii I IF A0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _2 LeFt Elevation, 1 / 4 " = 1' -0" 1 Front Elevation , 1 / 4 '� = 1� _ �I� hhm 02-011 (2/02) ........ .. rt ri 6 � ®nln5 (Central al evFlo m nt) 4 Units R es denti alProposed Use , 2 Units Commercial/Retail (OK) Minimum Lot Area 2,000 sf Minimum Area per D 9 Im m Ar r wellln Unit N/A II Minimum m of Width 30 -0 Maximum Lot Coverage 10050 Side Setback N/A _ __ Maximum Neieht (Feet) -10 -0° H.H. Morant & Co., Inc. Maximum Neieht (Stories) Architects p.o. Bo: aass I I 69 Lafayette Street Salem, Massachusetts 01970-3633 i Maximum Floor Area Ratio I - -- i Parking Requirements 1 Car per Residential Unit (4 required) (978) 744-5354 I I 978 740-9161 Fax i No Parking Requirement for ( ) I I Non-Residential Uses Consultants: I I ' J I I I ; I I Job Number: 02-017 Date: L - -- ; March 31, 2002 ' ` I No. Date Revision By: I i I I _ ; ' ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ J/ O 10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , Project: r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Essex Street Renovation Richard Bowman 22C Essex Street -- — — — -- — — -- — Salem, Mas achusetts I i i i I , I I I ' I I , I Site Man I I I , i I ; I ; I ' I 1 ' I i i I I i ; Scale: Q — Drawing Number: i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Site f= lan ( Existire C0rd1t10 15 ) , 1 / 055 = 11 _ 0il hhm 02-011 (2/02) r — — — - — — — — — — — — — — — — — — - - — — — — — — — — — — — - • - — _ - - - - - — - - _ _ — — — — - — - - - _ - — - - - - — — — — - - — — — — _ — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — - - - - - — - — _ - - - - — - _ — — — - — — — — — — — — — — - - - • - — — _ - - — — — — — - - - - - • - - - — - - — — - • - — — — — — — — — — — — - - - - - _ _ — - — - — — — - _ _ - - — — — — — — — — — — — — — — — - - — - - — — — — - • - - - — — — — — — — — — — _ _ _ — - - - - - - _ — — — — — — — — - — — — — — — — — - — — — — — — — — — — — — - ..... ............. .................. ppr 3d i j H.H. Morant & Co., Inc. Architects P.O. Box 4485 69 Lafayette Street Salem, Massachusetts 01970-3633 ; (978) 744-5354 (978) 740-9161 Fax Consultants: ; ; , ❑ ❑ Q i Job Number: 02-011 Date: ❑ El EJMarch 31, 2002 No. Date Revision By: — E-1 El i — ; Project: Esaex street Renovation ; Richard Bowman 226 Essex Street Salem, Mas achueetts i Floor Pan ; Scale: 1 _0 Drawing Number: Exl - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f5aserne t Flar � Xls �, lf� Corditors � , l / 4 �� = l� _ 0 02-011 (2/02) ............ M ✓y� , ........... V I , , , H.H. Morant & Co., Inc. Architects P.O. Boz 4465 69 Lafayette Street Salem, Massachusetts 01970-3633 (978) 744-5354 (978) 740-9161 Fax Consultants: ; , , , c , i Q Job Number: 02-011 Date: March 31, 2002 No. Date Revision By: , p O O ❑ ❑ ; `X1 Project: ESS@X Street i��n®vation o ❑ ' � o, , Richard Bowman 226 Essex Street Salem, Mas achusetts i floor i� an , , Scale: 1/41 ' Drawing Number: Ex2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Firet Floor � 1ar « xi ,5ti � Corlbltiorls ) , 1 / = 1� _ � �� m2-m„ (2/02) . - A ............ 1 yfil I . H.H. Morant & Co., Inc. Architects P.O. Box 4485 69 Lafayette Street Salem, Massachusetts 01970-3633 (978) 744-5354 (978) 740-9161 Fax Consultants: 1 1 I 1 ' Job Number: 02-017 Date: March 31, 2002 No. Date Revision By: Dn , ; 1 I ; 1 I Up I ; I Project: - Essex Street - ��novation 1 Richard Bowman 226 i=ssex Street Salem, Mas achusetts I ! 00 — — a I III ; Floor i= an X 1 I 1 I ; i I 1 , I Scale: 1 /Z Drawing Number: 1 II 1 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Floor F1ar ( XiStirCorolibio s ) / 114 '1 _ 11 - 0II 02-011 (2/02) �� I 9I 4 , H.H. Morant & Co., Inc. Architects P.O. Ho: 4485 69 Lafayette Street Salem, Massachusetts 01970-3633 (978) 744-5354 (978) 740-9161 Fax Consultants: ; ; Job Number: 02-011o ; Date: March 31, 2002 No. Date Revision By: ; ; ; up ; Project: Dn --- Essex &treet _ � i��novation ; ; Richard Bowman 226 Essex Street Salem, Mas achusetta i EO ; i ; 0 Floor F= an ; Scale: li-0n Drawing Number: Ex4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 « xistin C ® nditior6 ), 1/ 02-011 (2/02) Thirol Floor FI3n - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .................. .. ................ J ————————— ———— ——————— — — —— ——————————————————————— —————— ——————————— — —————— 7F i H.H. Morant & Co., Inc. Architects P.O. Bo: 4483 69 Lafayette Street Salem, Massachusetts 01970-3633 ——————————— —— —— ——— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— —— ——————— !. (978) 744-5354 (978) 740-9161 Fax Consultants: L P::P Fr I I I , I Job Number: Date: J I C) March 31, 2002 No. Date Revision By: ———————— ———————————— ——————————— ————— —— — ———— ———————————————————————————————— ————— ——————— — LeFt Elevation « xisti Conoitiors ), 1/ 4 �� = - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , Project: E5eex street Renovation I I I 1 I -------- ------------ ----- -- ----- ---- -------- -------- ------------ ----------------- - -------------------------------------------- U Bowman 226 Essex Street Salem, Mas achusetts I I I elvatlons ilk I ® opo moo sa — s 8 � TK -------- ------------- -- -- -- - - - - -= -- -- -- - -.��t�. 1z��D�> ----- iL -E- --- --- ------------------------------------- ; Scale: 1/4• = 1•-0 i Drawing Number: I i I -------- ------------- —————————— — U-------------------- — — --------- t4-- ------------------------------------- Ex5I - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Front Elevation ( Exietire Gonoitiors > , 1/ 4 " = 1 ' - 0 " 02-017 (2/02) r - • - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - • • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . - . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, - - g I H.H. Morant & Co., Inc. FE I Architects P.O. Boz 4485 69 Lafayette Street - Salem, Massachusetts 01970-3633 (978) 744-5354 (978) 740-9161 Fax Consultants: FFR; ; ------- -------- — --——————————————————— Job Number: ; 02-017 ; Date: ; March 31, 2002 No. Date Revision By: I ; -r —— — ———— ------------------------------------------------------------------------------------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • . . . 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _2 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project: Essex Street = ; i��novation I , I 1 ' , I ------------- --- -------------------- Richard Bowman 226 Essex Street Salem, Mas achusetts Li I i ; --------------------------------- ------------- ---- ------- - - - - ----- - --------------- -------------------------------- ------------ ---- ------- -- --- -- ---------------------------- -- -- -- -- --------------------- - ; LLU i ��Ivation I I I , I I __________________y_________ _____ , I r ' 1 I I Scale//: INN , 1/411 _ 11-011 Drawing Number: ; , 1 �2-,a„ �2��2) F'-, ear Elevation « xietl � GorolItl ®tis ), 1/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , H.H. Morant & Co., Inc. Architects P.O. Box 4485 69 Lafayette Street Salem, Massachusetts 01970-3633 ' (978) 744-5354 (978) 740-9161 Fax Consultants: Job Number: -1C/ 17 ------------- ----- -------- — — Date: ------------------- - - March 31, 2002 No. Date Revision By: 'i ----- - ---------------------------- ----- --------Eq ---------�----- -------- I I I I I , I I I ❑ , i I I I I ED - I � I I IE-1 I I I ' � I I ; I I I , i Project: 13 Essex Street _ I � I 1�c�YlOVatl0�1 El EDI I El -J I I I F16iard Bowman I 22ro Essex Street I I I i I❑ 'I E3 i Salem, Mas aahusett6 I I ' I I I I ' I I I I I I Basement Floor Plan ' I I First Floor Plar ' I I I I I I I I I ---------------------------------------------------------------------------- -J Scale: 1/4 = 1 -0 Drawing Number: Al - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 5aeemert Floor Flan ( Scheme 2 ) , 1 / 411 _ 11 - 0II 2 First Floor Flan ( Scheme 2 ) , 11411 _ 11 _ �II hhm 02-011 (2/02) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , 1 1 1 ............... 1 4 H.H. Morant & Co., Inc. Architects P.O. Box 4485 69 Lafayette Street Salem, Massachusetts 01970-3633 ' (978) 744-5354 (978) .740-9161 Fax 1 ' Consultants: I , i 1 1 � 1 Job Number: 02-011 ' Date: March 31, 2002 No. Date Revision By: I I I I 1 1 I I I I 1 I I I ❑ I ❑ 1 I I ' 1 I -I- ; I I I I j l 1 1 1 1 I Project: . 1 ELY 1 1 1 I 1 Essex 6treet ' renovation • 1 ❑ O❑ ❑ 1 1 I 1 1 I ❑ I ' I I I , I I 0 Richard Bowman DO ❑ 226 Essex Street IL=��F IL salem, Mas achusetts 1 I I 1 1 Second loon Plan 1 I 12 1) Third Floor Plan ' I it I I I I I I I I I I ❑ 1 I I I I I I 1 I I 1 Scale: 1/4 = 1'-0 1 1 , Drawing Number: A2 - 1 I i I 1 hlrb Flo® r Play ( ,5cieme � � , 1 / " = 11 _ �II 1 5econol Floor Plan ( Seems 2 ) , 1/ " = 11 _ 0II h�,m 02-017 (2/02) -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � . i H.H. Morant & Co., Inc. Architects f P.O. Box 4485 j 69 Lafayette Street Salem, Massachusetts 01970-3633 (978) 744-5354 (978) 740-9161 Fax Consultants: , , Job Number: , , 02-017 Date: March 31, 2002 No. Date Revision By: , , - Essex Street „ ' � l��novatlon i Richard Bowman 226 Essex Street PEESalem, Mas achusetts 1!LE1i ' ��Ivation , i I I i I I I I I I , I I I I II scale: I I I I ; I I I Drawing Number: I ——� ' I ' I - - - - - - - - - - I- -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 � f I � � � � l � v � � � � � � t I � � 2 � , 1/ ii _ �i _ � ii 1 Front levation � 5c Ierne 2 )/ 1/ 411 = 11 - 0 1 1 02-011 (2/02) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M d 1 L"L g.6 66.6 66666666666� �7, ; ; ................ Y 1 I I I I I H.H. Morant & Co., Inc. Architects J � P.O. Hoz 4485 69 Lafayette Street Salem, Massachusetts 01970-3633 ; (978) 744-5354 (978) 740-9161 Fax ; Consultants: i I I 1 li I I I I I ; I I , I , Job Number: 02-011 ; I I I Date: March 31, 2002 No. Date Revision By: ; I I I 1 ' � 1 � Project: TF ESSex Street I , 1# i��novatio+� I 1 I I I ; 1 Richard Bowman ` 22(o Essex Street I ; Salem, Mas achusetts ; I =p4mz LT , I � I ILE 1 1 EsiVatlon 1 I IT 1 � - - _ — — — I I I I I I I I I I I 1 I I I I I I I I I I 1 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 Scale: 11-0II I I I I I I I I I I I I I I I I I I I I I I I Drawing Number: L- ------------ -------- -------------------------------------------------� I ; 1 ----------- ----------------- � i ----------� i I j------------------- I — I I I I I J I , ' I --------- ; J 4 - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 lei � t fide Elevation « theme _2 ) , 11411 _ 1� - 011 2 Fear Elevation « II cherne 2 ), 114 - 1 - 0I_ II �2-ml� 2i02