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FACADE RENOVATION �iiti� �cic,�ke,�, o ✓ bbd 231 w�hin�kvh5� - Salem Redevelopment Authority August 8, 2001 Mr. Patrick DeIulis 31 Collins Street Terrace Lynn,MA 01902 Re: 231 Washington Street Salem, MA Dear Mr. DeIulis: It has come to the attention of the Salem Redevelopment Authority (SRA) that you are performing exterior renovations to the building located at 231 Washington Street in Salem, MA. This letter is to remind you that this building is located within the boundaries of the City of Salem's Urban Renewal Area. This designation mandates that any exterior alterations to your property be reviewed by the Authority's Design Review Board (DRB) and approved by the SRA prior to any construction. I have enclosed the appropriate application necessary for such approval. Please return the completed application and accompanying material to this office as soon as possible so that your application can be presented at the next Design Review Board meeting. If you have any questions regarding this issue, please do not hesitate to contact me or Don Giard at 978-745-9595, ext. 311. Sincerely, (,aJo ph P. Walsh ecutive Director cc: Peter Strout, Building Inspector One Salen, Green • Salem. Massachusetts (:1.1970 ° (9118) 745-9595. Fax (978) 7140-0404 t Delulis Properties, 31 Collins Street Terrace Lynn, Massachusetts )01902-2205 595-8877 ( Fax:(781)593-7840 August 9,2001 Mr. Joseph P. Walsh,Executive Director Salem Redevelopment Authority 120 Washington Street Salem, Massachusetts 01970 RE. 231 Washington Street Dear Mr. Walsh: Thank you for your letter concerning the above captioned property. We are in the process of developing architectural plans for the property and will be submitting them in the near future for review and approval. We had taken out a demolition permit to remove the existing storefronts in order to determine the condition of the building facade that had been previously covered over with metal siding. Ver?truly your, Patrick J. Delulis sra.ltrO UD.I I ' SALEIM REDEVELO?`LENT AUTF.ORIii DESIGN REV!a- 1 BOARD Application for Design Approval - OTHER THAN SIGNS 1. Date of Application O/ 1 /2 o0 2. Location of Building 2N Na Sh 1r L>, ' n S Yeet Number and Street Proposed work impacts upon _Derby Square Historic area, _Museum area, _Essex Mall, North residential area, _Peripheral area, Significant historic bldg. (Itemize) b 3. Owner (/ ���� �/ ' 11ll✓ Name Telephone Plumber Address (q/�l�N • Q��� /) '^ L 4. Architect*/Engineer*/ Other �r G U f�CV11ca S Name q A -ber b n Sq UQ LP Sal-eyn M A (G _7 'a) JOS-qgOq Address Telephone Plumber 5. Type of Improvement New construction 1/Alteration _Demolition Site work Addition — _... — Other 6. Reason for Request' _Security —Change of use Energy consery (/Change of image _Safety Change of busi ** Other 7. Level of Approval Requested _Concept _Schematic design Final design Field decision. . - Applicant must attach 3 copies of all schematic submissions (or in the case of originals, models, or mock ups, the original and two photos of the submission) 24 hours prior to the regularly scheduled DRB meeting to SRk staff_ (Do not.write belov this line) Number of DRB members in attendance The vote was unanimous_ _Yes _Nc DRB recommended action: _Approval as submitted _\o action, advisory on1. Resubmit to DRB No action, inadequate submission. Approval subject to the follosing: DRB comments are attached old 11v n * A licensed�_pio£essonal architect or engineer is required for constructxa: a other than ordiniip repairs (p. 71 S.B.C.) or perfor:ed on. a building less th 35,000 cu. ft. enclosed space. **If, in the appI.:.rdnt0s "view, the change is of significant economic importance, information including financial figures where applicable should be supplied on u a separate attched�sheet1which will allow the Board to evaluate the proposal intelligently. Salem ,? Redevelopment DIM Authority August 8,2001 Mr. Patrick DeIulis 31 Collins Street Terrace Lynn, MA 01902 Re: 231 Washington Street Salem,MA Dear Mr. DeIulis It has come to the attention of the Salem Redevelopment Authority (SRA) that you are performing exterior renovations to the building located at 231 Washington Street in Salem, MA. This letter is to remind you that this building is located within the boundaries of the City of Salem's Urban Renewal Area. This designation mandates that any exterior alterations to your property be reviewed by the Authority's Design Review Board (DRB) and approved by the SRA prior to any construction. I have enclosed the appropriate application necessary for such approval. Please return the completed application and accompanying material to this office as soon as possible so that your application can be presented at the next Design Review Board meeting. If you have any questions regarding this issue, please do not hesitate to contact me or Don Giard at 978-745-9595, ext. 311. Sincerely, to Qjecutive P. Walsh Director cc: Peter Strout, Building Inspector One Salen, Green Salem, Massad usea C'I97 • !;978) 745-959f. Ex, Fax (978) 740-0404 Delulis Properties, LLQ;'_(; ;`y'!=fes; 31 Collins Street Terrace Lynn,Massachusetts 01902-2205 ^ ' 7 'af 13. n (781)595-8677 Fax:(781)593-7840 P August 9, 2001 Mr. Joseph P. Walsh, Executive Director Salem Redevelopment Authority 120 Washington Street Salem, Massachusetts 01970 RE: 231 Washington Street Dear Mr. Walsh: Thank you for your letter concerning the above captioned property. We are in the process of developing architectural plans for the property and will be submitting them in the near future for review and approval. We had taken out a demolition permit to remove the existing storefronts in order to determine the condition of the building facade that had been previously covered over with metal siding. 1 Ver truly yo Patrick J. Delulis sraltrOl/D.l f GRAY ARCHITECTS, INC. LetterofTransmittal Date: 10/01/2001 Project: 231 Subject: Project No.� Washington Street Application for 01019 Design Approval To: Salem Redevelopment Authority Design Review Board Attached: Under Separate cover: ❑ � � 0 Specifcahons � -, ❑_"Copy of ShopdrawuigChangeO O prints=Sam les a Plans-... Copies Date No. Description 3 10/01/2001 Floor plan A-1 and color print []For Approval OApproved as Submitted OResubmit gCopies for approval OFor your use OApprovW as noted OSubmit OCopies for distribution OAs requested = ORetumed for wrrecions OBeturn []Corrected prints OFor review and comment = IACNn(QURE ImfRI�A UESILX PWININp4 WIDSCAVE A9CXIiERXRF 9A DERBY SQUARE,SALEM,MASSACHUSETTS 01970 978 745 4404 978 745 6479 FAX gmyarchhens@msn.Eom 231 WASHINTON STREETal r� P SALEM,MASSACHUSETTS Existing Elevation I Facade renovations will include, u brick veneer,aluminum windows, bAxyxv saoy .,`: i3l WA9H�KroNsrns¢r Foad Mnokev "` new entrys,illuminated signs. Proposed Elevation \ :�N u Proposed Elevation GRAY ARCHITECTS. INC. 231 WASHINTON STREET .SALEM,MASSACHUSETTS Existing Elevation v Facade renovations will include, a Food Mazk,� r- new entr s,illuminated signs. brick veneer,auminum windows, yv Bh'r✓EA scop. z3tmlvuNioN srneer Proposed Elevation ` .r +3'�+�•ChM Z a I a i Proposed Elevation GRAY ARCHITECTS. INC. 1 _ � U ` C U N _ - J L - - L J LL J L 1 _1 J 1 f� J_ L J_ L_J__L J L U O J 1_J L 1 � V L J L J L J L J L J L J L J L J L_JL1 L J L J O 10 L_J L J L J L_J L_J L l(I Z J _Z J _Z J _Z JZrL 1-L-- -L�J��L_f_1_J�-Z J _Z-fi-ZLJ _L_.f_L_f L 1 _I_I L_J L J _ILJ _L J _L J L J L J L J L_J L J L J L J _I J_ o J L_J _L_J L_J _1 J _L_J 1Jl 1 L J L J L J L J L I 1 L_J L_a _L_} L J..-L J _4_J L J _L J _LZJ L_J L L J 4 1 IL] _a _I _I 1 U N m J _ J _ J _ J J J L_J _a J_ L_J _ J _L_J L J L_J 1 J _ J 1_J 1 J L J L _L J L_3 L J ' 1 � �L��[[ _L_J__L_I__L_1__L_I__L_ _ _ JC_�����\-.{I[�'1__L_J__l_1__L_J ']�'�e\/J(/\�[�'_ J 1 J L L J `+-� L J-�L -� L J__L J L L.' `LL J L J_ 1 J L J L J L J L J 1 J _L_J 1 J 1_J L_J L J L J 1 J L J L J L_J_ lY_-� J 1 J 1 J L J L_J LJIL�YI L L_ J__L_ L ]__L_J__L_J__L 7__L_J__C_J__L_I _L_J__L_I__L_In_L_]__L_J__L_I__L_J__C_J__L_I__L_I__L_I__L_Jn_L_I._L_!__C_ IC_J L_IL_1L_JL_ JL_J_JL_J__L_ _J L LL7 _L_J__L_J__1_ _L_J__1_J__L J__L J__L_J__1_J__1_J_ L_J--L_J__L J-_1 1_J__1_J__L_J_�L_J__L_J__1 L_J__L 7J__17_I__L_ _L J _l J__L 1 _L 1 _L J__L 1__L 7 _L I _L J__L J__L J _C J _L J _L I__L I _L J__L I _L __L _L 1__C J _l J _L J _L _L Jl X ~ 1111 111111 1111111111111111111111 1111111111111111111111111 11111 11111111111111111111111111111111111111 r1111111 11111111111 1111111111111111111111 1111111111111111111111111111111111111111 n 11111111111111111111111111111111111 Q U __LJ_LL_J-_1 J__L_J__1__I__1_J__1_J__L_J�_1_J__L JL JJ.L_J1_J1 J_ L J1_J_ 1 �- LL L Li J _L _L 1 JL_L_J__L -J__1_ _ _ ____1_J__L_J__L____Y_J__1_J__L_J__1_J__L_J__L_J__L_J__L_J__1 _LLL_J__L_ 1 _L J _L_J _L J _L_1 _L_J _L_} L J _L_J _L_J _L J _L_J _L J _L_J _L_! _L Jn_L_I _ 1 _L_J_ L J L J 4 J L 1 L J L J L_J L_J L J _L J L 1 L J _C J _L_I I U J__1_J__y_J__L_J__LJ__L_J__1_J__1_J__Y_J__L_J7_L_J-_L_J__L_J-_L_J__1_J1_JL_J1_J1_ C 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 G O II11111111111111111111 HI II 111111111111111111111111111111111111111!1111111 111111111111111111111111111111111111111111111111 IIIIIII11H H111111111111111111111 11111 111 11II1 11111111111111111111111111111111111111111111 111111 II 11111111111111111111111111111111111111111111111111111111111111111111111111 II IIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII III IIIII1111111 I III IIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIII111111 IIIIIIIIIIIII:III IIL1111111111 �? J 1 J 1(I 2:1-L13 L_J _L_J 7ILI D: CLCTCINA MIA Ii] Li]I 231 WASHINGTON STREET I C. P. A. i;c- I _ n - L JJL J _ J I L_I 01 W 3- I 1 L J L J L_J _L L 1 J L1 L_ 1 J F +- J 1 J_ 1 _L 1 _L)L w I_IL.I _ L1J L_J L J �4 L J _L_1 _41__4 1 J _L_J_ :CE�J__i_ 1_]1__1_-1 <! L J L J L J L J L _ I 1 J LlIJ_ 1 _L_I l_� L_1 J L_} I 1('L Q�III _t WA L J- JJ L11J L1J LL1J J J II L1J L7J= -LLIJI L IJ L17 J L J L1J_Ll J L LL} 1 1 .. .:. JJ 4LJJ L1J LL1J LL1J LLl 1'J Ll]J Q .. (D l.J Q... . . .. 11(�®V[�11 7J L1JJ L1J LL1J L1J L 1 IJ 1JJ 1..� `--�-• J�_L J L_J _C JL ILL ]L_L I7 LLLI JJ CONSt1L 1 _7__ 1 J_ TANTS: 1_J _L J 1 J _L J L_J L_J 1 J L_7 L J L J L_I L J L J 4_7J _ 7 _4_J _C J _1 J r_:, LIJ _1 J _a_J _L_J _1_J _L 1 L_J I _J _1 _I _L_1 _L_L L_J L 1 L 1 .L 1 L_J_ L J L_3 L 1 L 1 L _L J L J _L _L ! _L_! L_J� L_! _L J-CLI 1__LLIJ LULL JJ_LLJ�_LZ JILLJ�_L JJ_L1 JJ_L LJ J_LL IJ_4 LJ-I_LL -IIL JJ_L JI1_LL __La I_1_L 1l J_L JJ_LL J_L _I_L1 J_LL _LL-J_LLIJ _LL1J_ LJ_L L7J_LLIJ LIL, rL,-I-jJ I_L,. - 1 IN F R O N T E L E V A T 1 O N SCALE: 1/4" = 1'-0" ELEC. W W I-HOUR NON BEARING Q/ WALL-UL DESIGN NO. U 994 W I— z W O � U r�- cQn V Q z � CO W J � I co UNIT 1 UNIT 2 INTERIOR BUILD-OUT INTERIOR BUILD-OUT O BY TENANT BY TENANT 6 2 5 LIL DESIGN NO. U19"4 CL Nonbearing Wall Rating - I HR 3 4 STC 50 to 54 REVISIONS: 12 1i I. Floor and Ceiling Runners-not shown- Channel-shaped runners, 2 1/2" wide by I" deep, 1, fabricated from 25 MSG gals. steel. Attached to floor and ceding w/ fasteners. 2. Studs-Channel shaped. 2 1/2" wide by 1 1/4" deep with 5/16" folded back return. Fabricated from 25 MSG gals. steel Spced 24" o.c. Length of studs to be I" less FLOOR PLAN than assembly height. 3. Batts and Blankets - Nom. 2 1/2" thick glass fiber batts supplied in 24" widths, installed SCALE:1/4"=1'-O" to rill interior of stud cavities and friction held. 4. Gypsum Board - 5/8" thick, 9 ft. wide, applied vertically, attached to steel studs and floor and ceding runners w/ 0.121 in. dia. self drilling, self tapping steel screws, 1 1/411 long, DATE; 9/25/01 spaced 8" o.c, along edges of boards and 12" o.c. in the field of the boards. Joints centered over studs and staggered on opposite sides of the assembly. PROJECT No, 01019 F L O O R P L A N S. Additional Gypsum Board-NOT required for U494 design - required for sound transmission. DRAWN BY: S,P,A, SCALE: 1/4" = 1'-O" I/4" ggpsim board applied to each side of studs w/ I" type S drgwall screws 12" o.c. CHECKED BY: D.J.G. 6. Joint Tape and Compound - Vinyl based powder or premixed ,joint compound, applied in SHEET No. 2 coats to Joints and screw heads; paper tape 2" wide, embedded In first lager of compound over all Joints. 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L_7 L_J _L L_J _L_J L_J_ L J L J L_J L_I _L_J _L_I _L_J L J _L_1 1 L 1 L_] L_7 L J L 1 L J _C 1 //�� Z _J-_L_J__L_J__1_J__L_J__1_J__Y_J__I_J__I_J__1 J__L_J-_L_J__L_J__1_J__L_'I__L_J__1_J__1 J__L_J__L_J__1_J__L_J__L_J__L_-__1_J__L_J__L_J__1_J__L_J__1_J__L_J__L_J__L_J__L_J__L_J__L_J__1_J__1_J__L_J__1__I__L_ L.. 11111 111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111r11111 all 11111111111111111111.11111111111111111111111111111111111111111111111111111111111111111111111111111111111,11111111111111111 Ef A? eOw 1111 1 11111111111 111,111,11111111111111111,1111111 11111111 1111111 1111,111111111111111111 1111 111,111111111,1,1 1 11111111 1111 11111111111111111111,1111111111111,1111,11111111,1,1,111111111,111111111111111111111 (� y 11111111111 11111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111 111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111 ��11 �, - 1 1 I -I.IJ_ _L IJ_L.I J L J —/I lA U( F-clu INA MtA I1_ �rT]_ 2'31 WASHINGTON STREET =�IAJ `�; _; _�_;_ C C. P. A. L_CC_I L J L JC I C J L -L_ 1 J_ 1 L_1__I _L 1 L_1 JC_L_J_ 1 L _ L J L J_ _ L J L_ 1 _L_L-_I L_1 ]__L_J_L)L 0, 1 _I 1 ` _1 J L J �Il /� W L_ I]_C_2_C V/ �— J__L_J_ J L J L_J L J_ L`IJCl1A J_'_LI] 1 0 Q J 1_J 1 L 1 ., _L_J_ P II�O I 0 J 1 J 1 L_1 -L_l ]_'_L 1 _ L J _L_ I. L L_1 L_I _L 1 J -C-3- KC-LI-1- 3 L-1 J:1-17 -L 1 L_J L J _ L J _l- J-_L J- 1 L 1__ C 1__L 1 L ]_ 7 _L_I _] _L_J_ _L J LI I- -I 4� _J 1 J 1 L_1 1 L L ] J. L J L J L J L_J L_ I5 I_ -J__1_J. _1__L_1__ L 1_ L 1 J _L_J ! _L J L J L J L J L 1 1 J-_ .J 1 L L 1 L 1 J L-J 1 L J L J L J L I I L. 1 1 J Ll J 1 1 L 1 L 1 J L J ................ :.�::::. 7 L_J L_JL_J_ L_J L 1 3 ...................::::..:.:::::....:.:............:.............:..:......:..:.:.:.....:............::'.......:..:.:........................................ 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L_1 _L J L_J L 1 L J L J L J L J _LIJ _1 J _L J L 1 L L J _J__L.J__L J__L_J__1_J__L_J__L J_CL.J__L_J__L_J__L_J__1_J__1_J__L_J__L_J__L_J _ _L_1__L_1 _LI1__L_1__L_1__L_J__L_1__L 1 L J L_3 J L 1 _L 1 J _L J L 7 J L J L J L J 1 J _1_J 1_J _1 J L.J L 1 L 1 _L_S _L_} L_1 L 1 _L_1 L 1-_L 1 _L 1� L_lr L 1 _L_1 _-Z 1 L J _L _L11 L_1 L J L J _L J _L J L_J _L_J_ L_J _ L J L J _L J L_J _L_J L_J L J _L_J L J _L_J _L J__L J_ L J__L J_ J-1_ILI J_L 7J-LL �_C -J_L JJ_LL 1J_L IJ '_LLJ J_L1 JJ--L J a7J-LL J_L -J EJ _1 J_L 7-'_L 1IJ_LLJ-'_L LJJ_L1J J_L LI JCCL IJ_L LI�'ICL7? _ L!J_LL1J_`L3J�L;JC�-rl, `rLl LC11_Lrl _L 1 __ F= RONT ELEVATION SCALEt 1/4" = 1'-0" ELEC. W W I-HOUR NON BEARING Lv UA4LBL- UL DESIGN NO. 1_ W 0 = Q U) V Q Z � G (fj W J C0 UNIT 1 UNIT 2 Will N INTERIOR BUILD-OUT INTERIOR BUILD-OUT UL DESIGN NO. U4914 BY TENANT BY TENANT 6 2 5 ° Nonbearing Wall Rating - I HR 3 4 REVISIONS: O to STC 5 9 I. Floor and Ceiling Runners-not shown- Channel-shaped runners, 2 1/2" wide by I" deep, — ---- fabricated from 25 MSG galy, steel. Attached to floor and ceding w/ fasteners. 2. Studs-Channel shaped, 2 1/2" wide by 11/411 deep with 5/161' folded back return. Fabricated from 25 MSG galv. steel Spiced 24" o.c. Length of studs to be I" less FLOOR PLAN than assembly height. 3. Batts and Blankets - Nom. 2 1/2" thick glass fiber batts supplied In 24'I widths, installed SCALE:1/4'=I'-O" to fill interior of stud cavities and friction held. 4. Gypsum Board - 5/8" thick, 9 ft. wide, applied vertically, attached to steel studs and floor and ceiling runners w/ 0.121 in. dia. self drilling, self tapping steel screws, 1 1/411 long, spaced 8" o.c. along edges of boards and 12" o.c. in the field of the boards. Joints centered DATE: 9/25/01 over studs and staggered on opposite sides of the assembly. PROJECT No. 01019 F= L O O K P L A N DRAWN BY: S.P.A. S. Additional Gypsum Board-NOT required for U494 design - required for sound transmission. CHECKED BY: D.J.G. SCALE: 1/4" = 1'—O" I/41' gypsim board applied to each side of studs w/ II' type S drywall screws 12" o.c. 6. Joint Tape and Compound - Vinyl based powder or premixed Joint compound, applied in SHEET No. 2 coats to Joints and screw heads; paper tape 2" wide, embedded in first layer of compound over all Joints. A - 1 U ` C � I -C O Q` _L_ J _L_J__L_1 L ///��� L_J L_J _L J _L_J�_L_JL_L_ O Ln O y 1 _1 1 y _1 y _I _y L J L J _L_J__L_J__L_J_ L J L J L J L_! L_7 L_7 _C J L_J L J L_J _1_J L 1 u7 J 1 _ _ _L ! 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L_7 L_] _ L J L J L J _L_J _L J L J L_] _C_J __L!J_-1_J__L_J__L_J__L_J__L J__1On J__L 1 L 1 L ! _L_J L 1 L _L 1 L_J L 1 L J _4_7 L J J__1_J__L_J__L_J__1_J__1!J__L!J__L__1__1_J__L_J__L_J__L_J__L_ L_J _J__L ___1_J__L_J__L_J__L_J__1-J__L_J__L_J__L_J__L_J _ L J L J L J L 1 L _l _L J l J L J L 1 4 J L 1 L 1 L_! L L J _L_1 L_J 4 J _L_J L_1_ L 1.. L J L 1 `L J L J L J _L J _L_J L_J LL J__L_J C_ L_J L J _1 _L_1 _L_J L_1 4 1 I1 L,1 7__L ! _LJ__L J_,L�.J__L_J ' F R O N T E l_ E V A �` I O N SCALE: 1/4" = 1'—O" ELEC. I 1 i1 - - - - - - - . - - - - - . - . - - - - . - - - - W W I-HOUR NON BEARING WALL-UL DESIGN NO. U 994 F- W 0 = U V � Q Z W i 1 r- UNIT 1 UNIT 2 N INTERIOR BUILD-OUT INTERIOR BUILD-OUT UL DESIGN NO. U49-4 BY TENANT BY TENANT 6 2 5 Nonbearing Wall Rating - I HR 3 4 STC 50 to 54 REVISIONS; I. Floor and Ceding Runners-not shown- Channel-shaped runners, 2 1/2" wide by I" deep, fabricated from 25 MSG galy. steel. Attached to floor and ceiling w/ fasteners. 2. Studs-Channel shaped, 2 1/2" wide by 11/,l deep with 5/14' folded back return. Fabricated from 25 MSG gale. steel Spced 24" c.c. Length of studs to be I" less FLOOR PLAN than assembly height. 3. Batts and Blankets - Nom. 2 1/2" thickglass fiber batts supplied in 24" widths, installed SCALE/4-4-0" to fill interior of stud cavities and friction held. 9. Gypsum Board - 5/8" thick, 4 ft. wide, applied vertically, attached to steel studs and floor and ceiling runners w/ 0.121 in. dm. self drilling, self tapping steel screws, 1 1/911 long, DATE; 9/25/01 spaced 8" o.c. along edges of boards and 12" ox. in the field of the boards. Joints centered F O O R P A N over studs and staggered on opposite sides of the assembly. PROJECT No. 01019 S. Additional Gypsum Board-NOT required for U994 design - required for sound transmission. DRAWN BY; S.P.A. ' SCALE: 1/4" = 1'-0' 1/.i" ggpsim board applied to each side of studs w/ I" type S drywall screws 12" o.c. CHECKED BY. D.J.G. 6. Joint Tape and Compound - Vinyl based powder or premixed ,joint compound, applied in SHEET No, 2 coats to Joints and screw heads; paper tape 2" wide, embedded in first layer of compound over all joints. A - 1