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275-281 ESSEX STREET- CF TOMPKINS FINAL DESIGN REVIEW Cr 'log-,pk;v�5 y Ln S v � Jed- �c i �('f"w, ri � 10 � . 4l S �i� � RECEIVE® RONAN, SEGAL & HARRINGTON MAR 1 7 2008 ATTORNEYS AT LAW FIFTY-NINE FEDERAL STREET DEPT.OF PLANNING& JAMES T.RONAN(1922-1987) SALEM,MASSACHUSETTS 019703470 COMMUNITY DEVELOPMENT JACOB S.SEGAL MARY PIEMONTE HARRINGTON GEORGE W.ATKINS, III PAIGE K.HINTLIAN TEL(978)744-0350 FAX(978)744-7493 FILE NO. H-721.40 OF COUNSEL JOHN H.RONAN MICHAEL J.ESCHELBACHER March 13, 2008 Lynn Duncan, Director Department of Planning and Community Development 120 Washington Street, 3`d Floor Salem, MA 01970 Re: 281 Essex Street (C. F. Tompkins building) Dear Lynn: Enclosed is a Subordination of Encroachment Easement which requires signature in your capacity as director of the Salem Redevelopment Authority in order to clarify the title to the above referenced building. The SRA has a mortgage on the abutting property owned by the Delulis family which granted the Easement. A copy of the Encroachment Easement is enclosed. It was recorded at the time of the transfer to my client in order to resolve a 2.5 foot encroachment resulting from rebuilding of the east wall of the building. We are anticipating condominium deed transfers to commence at the end of this month and therefore would appreciate your prompt attention to this matter. If, of course, if you have any questions, please call me at your convenience. ery truly y urs, George W. Atkins, III GWA Enclosures SUBORDINATION OF ENCROACHMENT EASEMENT The undersigned holder of a mortgage from Delulis Properties, LLC to Salem Redevelopment Authority dated June 3, 1997 recorded with Essex South District Registry of Deeds in Book 14145, Page 359 (the"Mortgage"), hereby subordinate the said Mortgage to the Encroachment Easement dated July 19, 2007 recorded with said Deeds in Book 27047, Page 22 with the same force and effect as if the said Encroachment Easement had been executed, delivered and recorded prior to the said Mortgage. Witness the execution hereof under seal th4day of March 2008. Salem Redevelopment Authority Commonwealth of Massachusetts Essex, ss. On this z day of March, 2008, before me, the undersigned notary public, personally appeared as aforesaid, proved to me through satisfactory evi ce of identification, which was ❑ photographic identification with signature issued by a federal or state government agency, ❑ oath or affirmation of a credible witness, K personal knowledge of the undersigned, to be the person(s) whose name(s) is/are signed on the preceding or attached document, and acknowledged to me that he/she/they each signed it voluntarily for its stated purp'llo otary Pu lic OCAREY� � R. DUOUES My co fission expires: (e Zp t3 C=mom" +n xTH a r�uuauarn My cartmw on ESI a apiq 1e.201a JUL. 19. 2001 3:20PM ANDREWS & UPDEPRAPH_ ._ N0. 7184 P.. 2 J^ r► l� 2001107I250I0411II8 BIkII2710I147111Pg:22 07/26/2007 76:14:00 EMNT Py 113 ENCROACHMENT EASEMENT ENCROACHMENT EASEMENT between Prank Delulis,President of Delulis Properties LLC, of 31 Collins Street Terrace In Lynn,MA(the"Grantor'),record owner of the premises at 265- 267 Essex Street in Salem,Essex County,Massachusetts(The"Burdened Premises")and C.F. Tompkins Company(the"Grantee"),record owner of the premises at 281 Essex Street in Salem,Essex County,Massachusetts(the`Benefited Premises"). WHEREAS,the easterly side wall of the Benefited Premises identified as"Map 26 Lot 447"on a sketch plan attached hereto,incorporated herein by reference and marked as Exhibit "A" (the"Plan")abuts the Burdened Premises identified as"Map 26 Lot 446"on the said Plan; and WHEREAS,the parties have determined that the said wall of the Benefited Premises encroaches approximately two and one-half(2.5)feet on to the Burdened Premises(the "Encroachment"); and WHEREAS,the Grantor is willing to grant to the Grantee this Encroachment Easement subject to the terms and conditions hereof, NOW,THEREFORE,for consideration paid,and in full consideration of TEN DOLLARS (Sa10.00),the Grantor hereby grants to Grantee the following: (1) The perpetual,non-exclusive right to the use of that portion of the Burdened Premises burdened by the Encroachment.The Grantee shall be responsible for any and all maintenance of the wall and shall not allow any dangerous and unsightly conditions to exist within such Easement. In the event of the destruction or demolition of the Benefited Premises,this Encroachment Easement shall terminate. The Grantor may continue to use the area within said Encroachment Easement for all purposes which do not obstruct or interfere with the Grantees'use of same. JUL. 19. 2001 3:20PM ANDREWS & UPDEPRAPH_ % 7184 P. 3 The above Easement shall run with the land and shall inure to the benefit of the Grantees,their heirs,successors,and assigns in or to the Benefited Premises. Said Easements shall bind the Grantor,his heirs,successors,and assigns in or to the Burdened Premises, For title references see deeds recorded with Essex South District Registry of Deeds in Book 14145,Page 324(Burdened Premises),and Book 4569,Page 471 (Benefited Premises). Witness my hand and seal this[fyday of July 2007. Frank DeluliS,PIesident Duly authorized COMMONWEALTH OF MASSACHUSETTS Essex,ss. July /9 2007 Then personally appeared before me the above-named Frank DeIulis,proved to me through satisfactory evidence of identification,namely,Massachusetts driver's license,to be the person whose name is signed on the preceding or attached document, and acknowledged Z11,ijae signed it voluntarily for its stated purpose, � C�JfJ-m7� Notary Public: My commission expires: �. OFflC1Al SEAL PAMELA L.HOOD NOTARY PUBLIC COMMONWFAUH OF MASSACHUSEiIS My Comm.&plres Apr.11,2011 in 0 MH ESSEX STREET 0 0 EXHIBIT "A" Granite Curb EMConcrete Sidewalk F;q nFt' 0 W Encroachment Easement CB 0 ❑ 0 'D CD rt (D 0 C (A , o Map 26 Lot 446 o #275 N/F S 4 Sty. Delulis Properties LLC FBLDGG. HEIGHT 23± Brick-Building-- 25-7--Essex-Stv-- - -- HEIGHT 7 tOb Deed Bk. 14145 Pg. 324 C-4 r-C Lo to Eli o 0 Map 26 Lot 447 04 U) C', 7,534 sq ft. X BLDG. HEIGHT = 56'± CE3 L El 4) (n a a) 0 0 Encroachment Easement N691 '02�W CTVMH 1 59.40 10 FOOT WAY 03/18/2008 11:01 FAX 19787447493 RONAN.SRCAL & RARRINGMN @002 I M104 7 11141 iMi. 791 .I BK 14145 PG 359 eft>eT DEFUU3 PROPERTIES.Ur,a wbb a aural our of boalama Y 31 Colina Saam Sernea, LJmeV AUTHOUM a Wblic foxy. POU'at . SAIAM d* mph od cd � ft Jana of the �m oava a of Mmahmam. 1;P- to Mana�"fu °o°°N LAM cheat 1219.and br"*m onbt phos or btniem L Salam.Ymm of aMuw-bamNam m c� *e IIs 1hhe MORT6 yr COVENANTS m S� � �L1� � 101100 amolm of Ont Htmdaed ®eym u to Wd now. m neuro Poe —` (f111.71i.10) doUm Wkb WORM ahcaeoo. l� of or by do P"Md of or pmlbmaoe of W otlaz debo, flt Of ft to and npaematg hNIXIMM mealhr a�vwb So of is so°O o °t The land� m an -JM whbh sb�vapoaamd -*=0m,wtotha wWh&M wd AU tzFmemm aow or betaatkr almabd tboe m'O„a 7Le Mottia{or ado mt 01L volfa, km' cottrc7,mmWF or oa owhe o .almat4 eoatmba a.a xa • or uy which dte bahncc doe O •abicb it mnWae ta num = *-b aa0r j dw in wRad for baeRcb 0 thereon s Wpm a mg with 16e wrM=*one=of the Monaaice WOOL the cadre mtpald baso°ftS become dee god payable u rho opdm of the tN0�_ a{oftiym. N Alm.imaW u Oho am m,ar tea by agmr of the p-dej be made a put realty / of the . dl or the fdkwifis a�,ru now of beMSW on dee abor -dWi ed ptamisa of cod thcmrl4: yhelp� or Iaedead bulldlopf No �pl � !I bradnj.giDdW,ate•iCo,"j 1,i•rwa7aata0. bad and tscepbalo;eleeatoo and elmtor machleery: boi a%:XbDvok Mks; and flee eadoiah Aq ayaema:door beg and bullas:Mvea; ti; tea:apdnlJar dant RyYss: whtdwa ahndm: seem: armlois; acmes duos; atom and other dewch" wbAm Rod doom awatala: WM43 ease, WmAc s. dame% °has of dmwm and msmaa: tr m, bndy a abs and petmaad flower: and other f6o+naa whmma or m1 l> :b Ll me farr4ow etm om6m. nb m rwv is s*leer ao de sawwry Coodhloa W is dao upon the bOowlea other a.Mw, wblch ftn be bWiDS m the Monia7ma and dns -- -- °Mehl mor them. dc"moat PMrYMWantial- r1.w a�oww 03/18/2008 11:01 FAX 19787447493 RONAN.SEGAL & HARRINGTON IA 003 BK 14145 F8 360 ^. The NOrtgager shall kesP the buildings now or hereafter standing on said Premises insured against loss by tire and against other casualties and Contingencies when required by the holder hereof in a sum and in a company or eaVeniam satl$t&atery from time to time to the holder or this mortgage, all such insurance to be for the benefit of and Payable in ossa of loss to such holder. The Mortgagor will " all and singular the. said Promlm m, in such repair, order and condition as the same are now in, or may be Pct in wbils this mortgage is outstanding. The Mortgagor shall not permit or matter any violation or W lar or ordinance affecting the mortgaged premYees. If any default in any condition or this mortgage or of any prior mdrtgaga an the granted prom"aa, *hall exist for more than thirty (10 Gym, the entire debt shall thereby Ibfc�p a and payable at the option of the holder hereof. the holder harmer SMU be entitled to cols he" been lect allcosta, ,i attorney's feeso. dharQu and expand" incurred up to the tike or payment. The Mortgagor gtbareby SaTtgaged or forbearance,sm that no "is t r rbearane. en the t f hlder, o no extension, rbather Gni or in Writing,, at the time ie� the payment of the whole or any part or thm_debt Eeraby 'eeocred or any otherI: i�' mos given by the bolder to spy persons other than the ger, shallrate to release air any manner affect the original liability of the Mortgagor, notice or any such extension or indulgences being waived. _1 The Mortgagor hereby authorises the holder in the win dlwration of the fielder t0 pay taxes, assessments and rater rata*, with interest, costs and charges accrued therem1 which may at any time be a limb upon the momeyrtgaged praes or any part thereof, to Pay the premiums ter any insurane, regairid hereunder, to inour and pay reasonable "Tense, in protecting holdar!i rights hereunder and the security hereby granted, to pay any balance dam under any Conditional agreement or ails of may articles and fixtures included u a Part of the mortgaged Praises, to add all amounts so Paid to the principal sum saeussd hereby and to apply to any of tbmse purposes or to th ryyys�yment of any amounts an paid by �. orthe bolder a.y snes Paid 1=by by the mortgagor as interest The Mortgagor covenants that if the prsmisme covered hereby, or any part thereof, :hall be damagedbytire, or other hazard agai ns which inAurance in held as hsrsln Prevlded, the amounts paid by any insurance company pursuant to the contract of insurance Abell, to the extant of the Indebtedness than remaining unpaid, be paid to the holder, Y�. r: 03/18/2008 11:02 FAX 19787447493 RONAN,SRGAL & RARRINGTON 004 SK 14145 P6 361 I aaa.e hoh1M. apdon my be ■n" 1D n tM b0ki, in dw rtleawd event of to m' rebadma or the ptembea,Qraeby Paedof hdi MAW* a M wy tttamw*of rhe MortPS n m ural curt Mrucanu .od tenln to ppm thw000 The Word 'hojW a wed hmala abdl be oomwcd a descriptive of rhe mocrya{a,mod betda rad am w>baegr�mt bowa m holders bwaf, the Word 'Mortpgor' a rad haelo gha0 to co&mmod m dmr;p"of the MmMor or MwWSon named haawim ad of aro aadimP=Owmr or omen of an agdty of mdemptioa of rhe Mt=W pd ptunk=ad d of the oormarm and Wat mem of rhe MorWrw hada eaaelod m joint rad-aaoal if the MmtSaaor IS mote d"one pmm ad"be btdaa upon the beim,Comcut a, admlaiatrtlon, am mm and suiaa of im Matp gor. m the awe rhe otraaahip of the monPpd 9 or ay pan thereof bmoma vented ht a perm other than the Morrpaar,then ad io&a ane rhe cadre rmraklcg bah nce of the mmtMc tb aha0 brawmo due rad payable forthwith w the option of rbe MoatpSeo. Tbb Mott W b qpw}he SWramrf Condition for ary beach of whkb &e ?AoWW dO haw the Smuwy Powe of Sat", Mad if them b a coovgnm of 0amo comtnoa of a portion of&e I I dmTibw in &b aoortpae or a nanafer of m7 lomrat 0weta. the hforWsm m Y. al Ild OPMOm. without tube or bab000 of the toe mcmd hereby Imedbml7 dw and pay"d®ad. The prmmi my,bmwm,be mtbjeded to a condoad-Mm reaim ,to wbkb the Mm%q w Wdl aubordmars. 73e mmpaoo"patak tads aala Mrd will kaon partbl rcka of&b cxrWP without p4'meM mwept u provided-der the mann of do Note. Thio mrWp Y sdijact to a prior mm PV to ton Mdfmd Savioy Hadr. In the amount of One MUM Dae rAm&vd Ta Thmmod and 001100($1,110,000.00) doum. ... Mostaaaor coveaama and rpm duo arq defiu&undo On norma of old prier rr unpps or nota =owed rbeseby shall be a def rdt under this awgaae. Md by &m*u=}hereof aptww da row prim MoMa a abail tt be deemed an enarmbnoon with respect to mmwv twvatmm. I 1. 03/18/2008 11:02 FAX 1.9787447493 RONAN,SEGAL & HARRINGTON 005 `T I • I BK 14145 PG 362 r^ IN Wf1 M VIEWMOF, ft said DERRM FROPMrM, LLC hat WMW W eorPmm NO to be sMam ba eto and tbeae premb m be eSwd,wkWWSW wd ddhwW to tta now and ba Wf by FRANK DIIlll]9. W PmMeot bm w duly wftrird,fbla 3rd day of Am 1997. r' MOM FROPMMW.LLC �1'P[aok De36W,td PteaMeet COMMONWMTH OF MASSACHVSEM Elax'a' lune 3, 1997 .\ TIM Pvaomla appealed do abore•t.amed, FRAM DF1[1LTS, pteW= of DoWmhupad-.l and ee'"I W ed dW"b fEe bee wr d Deldlb W pKtjw tab Ane as add deed,betas by==,am of the forepbs b to be "puwnk e. I! 03/18/2008 11:03 FAX 19787447493 RONAN,SEGAL & HARRINGTON i7j OOH I BK 14145 P6 363 gy([Hlr 6 The land in said Bales, together with the buildings thereon, situated on 2&3-269 Essex street, and bounded end described as followse Begi Ming at the Northwesterly corner of the granted praiam■ at the underpinning of the house formerly of Tanles, now or late of Stanton, on said Esser Street, and running Easterly bounded NORTHERLY aanndstid threessex Street,(3) inches: thfemefirunni) fast ng SOUTMULLY bounded Easterly by Barton Square, one hundred and twent7 ons (171) feet to a boundary •tone; dunce running wi8lliuY pieveon,StiLtey-feury(34) fast oandithree (3)f Snobs to land nor or forimetly of Stamtoo at a boundary atone/ thence running NOR3Em3tLY bounded Masterly by said land now or formerly of Stanton, ane hundred sed twnty-one (171) feet to the point of beginning. - Be soy of said ,asuraments more or less_ Being the axis praises conveyed to me by deed of Ida R. Frye at al dated September 76, 1905, recorded at Essex South District Registry of Doadm, Book 7933, 2440 568. Parcel 7 Tris land in said Balsa, together with the buildings ther0on at 771-773 Essex Street, bounded and desoribed no follows Beginning at the Northwesterly corner on Essex Street end running SOUTHERLY about one hundred tventy-mix (176) Leat to a way leading in from Croabie $treat, thence L16TMMY by amid way, about sixty-four (64) feat eight (S) inches to land now or formerly of Jewett; thence 03/18/2008 11:03 FAX 19787447493 RONAN,SEGAL & RARRINGTON 007 a, SK 14145 N 364 Z^ 1MRTEMY by land or said Jewett, about ane hundred twenty-five (125) feet to Nose[ street thane& w3grEmLy by dew: atrwt, about alaty-throe (63) feat nine (9) inch*& to the peSnt of beglmisg. Including heroin all BY right in the right of vay in the rear of *aid proai&es. Doing the sue preawlsea conveyed to m& by deed of Smoot J. Nasp*11, Trustee of Sweaty Washington Realty Trust dated September 26, 1983 and recorded with_Nessa Routh Diatriet R&giatry of D&edm in Dook 7933, yaq* 566. - NssNxnasinNrv�ra i. A ' L k. Salem Redevelopment Authority SALEM REDEVELOPMENT AUTHORITY DECISION Jule 11, 2007 CF Tompkins (275-281 Essex Street) — Review of Final Design Plans SRA DECISION: At their meeting on July 11, 2007, the SRA voted to approve the DRB Recommendation for the 275-281 Essex Street Final Design Plans with the condition that the uses on the first floor shall be retail and/or restaurant,with the exception of the two fust floor residential units. RECOMMENDATION: At their meeting on July 10, 2007, the DRB recommended approval of the proposed Final Design Plans with the following conditions: • Final construction drawings shall be reviewed by the DRB. • If new brick is required, the selected brick shall be reviewed by the DRB. • A horizontal sign band shall be added to the building elevation in the expression of the original design, to better divide the retail and residential portions of the building. ■ Pending review of the horizontal sign band in the final construction drawings,retail signage shall be located in the sign band. • Only approval of the second floor location and vertical orientation of the residential project name signage is recommended. The final design of this signage shall be reviewed by the DRB. ■ The retail entry shall be revised. PROPOSAL: The proposal includes the redevelopment of the building to include 20 residential units on the second floor and 3 retail units on the ground floor. Salem ® Redevelopment Authority DESIGN REVIEW BOARD RECOMMENDATION July 10, 2007 CF Tompkins 275-281 Essex Street) — Review of Final Design Plans RECOMMENDATION: At their meeting on July 10, 2007, the DRB recommended approval of the proposed Final Design Plans with the following conditions: • Final construction drawings shall be reviewed by the DRB. ■ If new brick is required, the selected brick shall be reviewed by the DRB. ■ A horizontal sign band shall be added to the building elevation in the expression of the original design, to better divide the retail and residential portions of the building. • Pending review of the horizontal sign band in the final construction drawings,retail signage shall be located in the sign band. • Only approval of the second floor location and vertical orientation of the residential project name signage is recommended. The final design of this signage shall be reviewed by the DRB. • The retail entry shall be revised. PROPOSAL: The proposal includes the redevelopment of the building to include 20 residential units on the second floor and 3 retail units on the ground floor. .e Salem Redevelopment Authority March 27, 2007 Attorney George Atkins Ronan, Segal& Harrington 59 Federal Street Salem, MA 01970 Dear Attorney Atkins: As you know, the project at 275-281 Essex Street (CF Tompkins Building) received Schematic Design approval by the Salem Redevelopment Authority (SRA) on March 14, 2007. Enclosed is the SRA Decision outlining this approval. The next milestone for this project is Final Design Approval by the SRA. I am enclosing information on Final Design submission requirements and a listing of upcoming meeting dates for the SRA. The Final Design Plans should incorporate the conditions set forth in the SRA Decision and discussed further at the SRA and DRB meetings attended by you and your client. In addition, as we talked about at the SRA meeting, the DRB has requested that you rectify the issue with the construction of a wall between two units on the Crombie Street facade in the middle of an existing window that will be seen from the exterior. Ifpa�;:ao requesting that the first floor retail spaces be designated as retailspace intheignPlanand the issues with the non-compliantcell facilities on the buildingbe Please feel free to contact me at 978/619-5685 or thartford@salem.com should you have any questions or need more information regarding your SRA review. Sincerely, Hartford Economic Development Program Director EncI ure Lynn G. Duncan, Executive Director 120 Washington Street • Salem Massachusetts 01970 • (978) 619-5685 • Fax (978) 740-0404 0 A q Salem ® Redevelopment Authority SALEM REDEVELOPMENT AUTHORITY DECISION March 14, 2007 275-281 Essex Street (CF Tompkins Building) —Schematic Design Review SRA DECISION: At their meeting on March 14, 2007, the SRA voted to approve the DRB recommendation with the condition that scale of the storefronts be looked at more closely in the Final Design Plans. DRB RECOMbIENDATION: At their meeting on February 28, 2007, the DRB recommended approval of the Schematic Design Plans with the following conditions to be included in the Final Design Plans: 1. Storefronts should be restored or opened up; 2. Bricks should be reused on the Crombie Street facade,where possible, and the reconstruction of the brick must match the existing building exactly; 3. Historical preservation specification for repointing, must be included; 4. Entry point for the retail unit(s) and egress for the residential units should be reconfigured; 5. Storefront on the Crombie Street facade should be looked at and redesigned; 6. Roof plans must be submitted;and 7. Residential entry point along Crombie Street should be more prominent. PROPOSAL: The proposal includes the redevelopment of a mixed-use building at 275-281 Essex Street to include 20 residential units and retail on the first floor. eSalem ® Redevelopment Authority SALEM REDEVELOPMENT AUTHORITY DECISION March 14, 2007 275-281 Essex Street (CF Tompkins Buildine) — Schematic Design Review SRA DECISION: At their meeting on March 14, 2007, the SRA voted to approve the DRB recommendation with the condition that scale of the storefronts be looked at more closely in the Final Design Plans. DRB RECOMMENDATION: At their meeting on February 28, 2007, the DRB recommended approval of the Schematic Design Plans with the following conditions to be included in the Final Design Plans: 1. Storefronts should be restored or opened up; 2. Bricks should be reused on the Crombie Street facade,where possible, and the reconstruction of the brick must match the existing building exactly; 3. Historical preservation specification for repointing, must be included; 4. Entry point for the retail unit(s) and egress for the residential units should be reconfigured; 5. Storefront on the Crombie Street facade should be looked at and redesigned; G. Roof plans must be submitted; and 7. Residential entry point along Crombie Street should be more prominent. PROPOSAL: The proposal includes the redevelopment of a mixed-use building at 275-281 Essex Street to include 20 residential units and retail on the first floor. ��%, _ t�11 __,_/ _ � �,,,�,,,�� r �� .til/�I : ' ,I. �, o �� ''(� �I." '�-� � I �,7 �' III �j��Ily11I ��-- �� ,,i��„�� 1� � � '► i► � �. -� ��drly h��_ _ �_:..... �� Iil �� I .�.=� ��..�.. ��` � � IIS I rte„ u�.:,,,....i� ! I I I ,, I � � �� .� i,li, �l� u��' t � � __ ►� _ =� �� ii�� • • • • • • • • � C. F.Tompkins Redevelopment 281 Essex Street Holloran & Company, L. L.C . Historic Masonry Specification C.F. Tompkins Building 281 Essex Street, Salem, MA SECTION 04911 MASONRY RESTORATION PARTI. GENERAL 1.01 SUMMARY A. Removal of joint sealant in all exterior masonry joints B. Removal of all prior Portland cement replacement mortar including pointing and reconstruction C. Careful salvaging and cleaning of historic materials D. Raking out of all unsound mortar from all exterior masonry joints E. Removal of mortar excess from brick and stone faces F. Repointing of all exterior stone and brick joints 1.02 REFERENCES-AMERICAN SOCIETY FOR TESTING AND MATERIALS A. ASTM C 136—Standard Test Method for Sieve Analysis of Fine and Course Aggregates B. ASTM C141 —Standard Specification for Hydraulic Lime for Structural Purposes C. ASTM C 144—Standard Specification—Aggregate for Masonry Mortar 1.03 SUBMITTALS A. Product Data: 1. Portland Cement: Brand and manufacturer's name. 2. Lime: Brand and manufacturer's name. 3. Mortar Pigments: Brand and manufacturer's name. 4. Packaged Products: Manufacturer's specifications and application instructions for products specified. 5. Masonry Units: Brand and manufacturer's name. B. Samples: Deliver to the Site for comparison with existing masonry. I. Mortar for Exposed Joints and Cracks: Each required type, minimum 12 inches long by full thickness, showing finish and color. 2. Masonry Units: Each required type, full size, showing finish and full color range. 1.04 QUALITY ASSURANCE 04911 - 1 ' 4 C.F. Tompkins Building 281 Essex Street, Salem, MA A. Field Examples: Prior to performing the Work of this Section, prepare a sample panel of not less than 12 sq ft for each type of masonry restoration Work required. Do not proceed further with the Work until the sample panel has been approved by the Owner or Owner's Representative. Approved samples will be used as quality standards for the Work. Maintain approved samples at the Site until the Work is completed. 1. Sample panels may be a portion of existing masonry which is to be restored,at a location directed by the Owner or Owner's Representative. B. Material Container Labels: Material containers shall bear the manufacturer's label indicating manufacturer's name,trade name of product, lot number, shelf life of product,and mix ratio(if applicable). C. Installer: Work must be performed by a firm having not less than 5 years successful experience in comparable masonry restoration projects and employing personnel skilled in the restoration process and operations indicated and necessary for the successful completion of the work. D. Masons: Raking, repointing, removal,material salvage, installation and finishing operations shall be performed by craftspersons who are familiar with historic lime mortar formulations, curing conditions,and performance characteristics. E. Only skilled masons who are familiar and experienced with the materials and methods specified and are familiar with the design requirements shall be used for masonry restoration. 1.05 DELIVERY,STORAGE,AND HANDLING A. Packaged Products: 1. Deliver materials to the site in manufacturer's original, sealed containers. Do not deliver materials which have exceeded shelf life limitation set forth by the manufacturer. 2. Comply with manufacturer's printed instructions for storing and protecting materials. B. Bulk Aggregate: Store in a manner which will keep aggregate clean and protected from the weather elements. 1.06 PROJECT CONDITIONS A. Environmental Requirements: 1. For factory packaged products,comply with the manufacturer's printed limitations and instructions. 2. At temperatures below 40 degrees F,maintain mortar temperature between 40 degrees F and 120 degrees F unless otherwise recommended by the material manufacturer. If necessary, heat mixing water and sand to produce the required results. 3. At temperatures between 32 degrees F and 20 degrees F, provide wind breaks and cover the restored masonry to prevent wetting and freezing. 04911 -2 h C.F. Tompkins Building 281 Essex Street, Salem, MA Maintain restored masonry above freezing for not less than 16 hours using auxiliary heat or insulating blankets. 4. At temperatures below 20 degrees F,provide heated enclosures for performing the Work. At the end of the workday, maintain the enclosures and keep the Work from freezing for not less than 48 hours. 5. Do not lower freezing point of mortar by use of antifreeze,calcium chloride, or other additives. 6. Do not use frozen materials or materials coated with ice or frost. 7. Provide sun,wind and rain protection. PART2 PRODUCTS 2.01 MATERIALS A. Mortar Types: I. Type N Mortar: ASTM C 270,Type N. 2. Modified Type N Pointing Mortar: ASTM C 270,Type N,modified with an acrylic additive in accordance with the additive manufacturer's printed instructions for the intended usage. 3. Type C-I Patching Mortar: "Thorite" by Thoro System Products; "Sonopatch"by Sonnebom Building Products;"Deco-Rez TPM 722"or "Deco-Rez TPM 723"by General Polymers Corp.; "SikaTop 122"or "SikaTop 123"by Sika Corp.; "Emaco 8300 Cl"or"Emaco R320 CI"or "Emaco R350 Cl"or"Emaco S88 Cl"by Master Builders,Inc. B. Mortar Color: For exposed Type N mortar and Modified Type N pointing mortar, select materials(complying with the requirements)and proportion pigments with other ingredients as necessary to match the color of existing corresponding materials. C. Mortar Pigments: High purity, finely ground,chemically inert, unfsding, lime proof mineral oxides specially prepared for use in mortar. D. Acrylic Additive: "Acryl 60"by Thoro System Products; "Sonocrete"by Sonneborn Building Products; "Anchor-1T"by Anti-Hydro Waterproofing Co. E. Masonry Units: Match existing units in type, grade, size,appearance, and texture unless otherwise indicated. F. Accessories: Flashing—lead or lead coated copper, Anchors—stainless steel PART 3 EXECUTION 3.01 PREPARATION A. Examination: 1. Examine conditions,with installer and Owner or Owner's Representative present,for compliance with requirements for installation 04911 -3 C.F.Tompkins Building 281 Essex Street, Salem, MA tolerances and other specific conditions, and other conditions affecting performance of unit masonry. 2. Before removing any deteriorated work,establish bonding patterns, levels,and coursings. B. Protection: Protect adjacent surfaces not being restored. Protect sills, ledges, and projections from material droppings. Prevent repointing mortar from staining the face of masonry or other surfaces to be left exposed. Remove repointing mortar that comes in contact with such surfaces. C. Cover partially completed work when work is not in progress. D. Surface Preparation: I. Prepare surfaces to be restored in compliance with product manufacturer's printed instructions and as specified. 2. Remove dirt,dust, and foreign material from surfaces to be restored. 3. Clean areas to be restored with compressed air or water flushing,except as otherwise recommended by the mortar manufacturer. E. Materials Preparation: I. Dry concrete masonry units and stone that have become wet. Do not wet these masonry units. 2. Wet bricks that have a high absorption rate. Wet bricks until water runs off. Install bricks when surface is slightly damp. 3. Prepare exposed Type N mortar and Modified Type N pointing mortar to match the color and appearance of existing adjoining mortar. 3.02 TEMPORARY SUPPORT A. Provide temporary support where necessary to prevent displacement of masonry during repointing and until mortar has achieved sufficient strength. 3.03 REPOINTING JOINTS A. Rake or cut out joints to a minimum depth of 5/8 inch and until sound surface is reached. Where cutting is required to remove existing mortar and joint filler, use a rotary power masonry saw wherever possible without damaging masonry. Cut the mortar and joint filler cleanly from the sides of thejoints, leaving square corners. Flush joints clean with water or compressed air. B. Dampen joints slightly before application of mortar, making sure there is no free water. Backpack joints tightly out to a depth of 5/8 inch from the face of masonry with Modified Type N pointing mortar. After backpacking mortar has attained initial set, redampen remaining 5/8 inch depth of joints, fill with Modified Type N pointing mortar,and finish joints to match existing adjoining joints. 1. Where joint sealant is required, backpack the joints tightly out to a uniform depth of 1/4 inch. 2. Wherejoint sealant is required,cut out the joints or backpack the joints (as required by existing conditions)to the depth shown on the Drawings. 04911 -4 C.F. Tompkins Building 281 Essex Street, Salem, MA 3.04 REPLACING MASONRY UNITS A. Provide temporary shoring or other supports as required to prevent displacement of existing masonry which is to remain. Perform the removal Work with such care as may be required to prevent damage to adjoining masonry which is to remain. B. Remove the deteriorated and damaged masonry units to their full depth, including the surrounding joint mortar. Wherever possible without damaging masonry, use a rotary power masonry saw for cutting Work. Leave square corners at adjoining masonry which is to remain. Clean joints and cavities by flushing with water or compressed air. C. Dampen contact surfaces slightly before application of mortar,making sure there is no free water. Install matching masonry units with Type N mortar. Install units to match and align with existing masonry. Maintain bonding and coursing pattern of existing masonry. Use presoaked wood wedges where necessary to properly set the units and maintain uniform matchingjoints. Backpack and fill joints full of mortar. Finish joints to match existing adjoining joints. 3.05 FILLING JOINTS A. Rake out loose mortar until sound surface is reached. Flush joints clean with water or compressed air. B. Dampen joints slightly before application of mortar, making sure there is no free water. Fill joints with Modified Type N pointing mortar flush with adjoining masonry. 3.06 FILLING CRACKS A. Non-Moving Cracks: Clean cracks with water flushing or compressed air. Dampen contact surfaces. Fill cracks with Modified Type N pointing mortar flush with adjoining masonry. 1. Enlarge cracks 1/8 inch or less in width to 1/4 inch wide by minimum 3/8 inch deep prior to cleaning and filling. Use masonry saw or power chisel. B. Moving Cracks: Cut out cracks more than 1/8 inch in width (for sealant) as required to provide joint configuration shown on the Drawings. Use masonry saw or power chisel. Clean and dry the contact surfaces. 3.07 PATCHING MASONRY SURFACES A. Remove all loose and deteriorated material. Prepare substrate surface. Remove paint, oil, grease, and salt deposits from surface to be restored. Use cleaning agent, recommended by manufacturer of patching mortar, where required. Fill the depressed area or void with Type C-I patching mortar. Provide a uniform wood float finish,flush and even with the adjacent existing surfaces. If 04911 -5 S C.F.Tompkins Building 281 Essex Street, Salem, MA necessary, apply the patching mortar in layers to fill the depression. Comply with manufacturer's printed instructions. 3.08 CLEANING A. As the Work proceeds and after completion of Work, remove excess mortar, droppings, smears, stains, and other soiling substances resulting from the Work of this Section. Remove misplaced materials from surfaces immediately. 3.09 CURING A. Keep mortar from drying out too quickly. B. Mist walls with water as required by project and weather conditions to insure slow curing of the lime mortar. C. Shield from direct sun and drying winds for the first 48 hours after installation. END OF SECTION 04911 -6 C. F.Tompkins Redevelopment 281 Essex Street Holloran & Company, L. L. C . Aluminum Window Specification 08500/POR PORTAL , Inc . WINDOWS NEW & RETRO=FIT ■ . � y�y� ..ice DOUBLE HUNG 08500/POR DOUBLE HUNG WINDOW SERIES 325 OH T.B. (Continued) CONSTRUCTION-All harizontal sash joints I„ shall be hallow extrusions and be made with a minimum depth of 1-5/8". All sash joints shall be secured by two screws into integral screw ports. When joined by independent mullions, the resulting member shall be ca- pable of withstanding the load which is described in Uniform Load Section 2,ANSI/ _ AAMA 101-97. Sash shall lack together at the center meeting rails. _. - -` •- ``_,- -` ' HARDWARE -All miscellaneous fastening - - devices,such as screws and rivets,shall be - " - of aluminum, stainless steel, or other non- -. _ corrosive material compatible with alum~ num. Hardware exposed parts shall be alu- DOUBLE HUNG WINDOW MATERIAL - Windows shall be manufac- minum, stainless steel, or zinc die casting SERIES 325 DH T.B. cured from 6063 T5 aluminum alloy having with a barrel nickel plate,in accordance with GENERAL - As manufactured by Portal, a nominal wall thickness of.062".exceptfor ASTM Specifications. Spiral balances shall Inc., Avon, MA, Series 3225 DH T.B. daubde fin,trim and expanders.Frame sill shall have provide a lifting force and shall operate in hung tilt windows shal meet or exceed a nominal wall thickness of.078"as defined both directions, reducing the farce neces- American Architectural Manufactures by AAMA specifications. sary to operate the sash, while holding the Associajon[AAMA)specification OH-HC50. sash stationary in any position whatsoever. Spiral-type balances are standard. OFINISH-The exposed surfaces of the alumi- num parts shall be clean and free from A serious surface blemishes. Standard fin- ishes are white or bronze electrostatically- applied paint. S Ci •il WEATHERSTRIPPING - Shall be dense polypropylene,reinforced with mylar fin seal running through the pile center.To insure a weather-tight seal, weatherstripping is to B E be located on all four sides of both sash and jamb. OPERATION-For ease of window cleaning, both sash shall operate and tilt inward when - _ in a unlocked condition.Window main frame C I._ shall be 3-1/4"in depth.All operating sash surfaces shall be separated from metako- © metal contact through the use of woven pile, vinyl, or nylon. PERFORMANCE AND TESTING- Manu- HISTORICAL anu- HISTORICAL RENOVATION test shall furnish an affidavit of certified tesst report from AAMA-approved, inde- pendent testing laboratory, indicating that the window has satisfactorily met the per- formance requirements for 01-1-Ii1250 high performance. GLAZING-Sash shall be glazed with 7/8" sealed,double or triple insulating glass, set in a wrap-around vinyl channel. SCREENS-Screen frames shall be of ex- r truded.050 aluminum, half or full type,and Portal provides a variety of special exia- designed to be installed and removed from rior profiled colonial grids and muntins for inside. Screen cloth (fiberglass or alumi- ( r 1 renovation. Their in-house bending cape- num) shall be 18-16 mesh. bility allows them to create a gothic or INSTALLATION - In accordance with the arched window which matches exacting manufacturers recommendations, all wia- ,.:� historical specifications while providing dow frames shall be set without springing, the durability and weatheryroofing of forcing, or distorting. Head and sill shall be modem materials. aligned parallel and square with jambs. A non-hardening sealant,compatible with alu- •Exterior Colonial Muntins minum, shall be provided by the window •Contoured Colonial Panning erector and supplied in sufficient quantity to •Curved Tops & Gothic Tops insure a water-tight seal between window • Custom Calors (Special Order) and surrounding construction. 3 , PORTgI PORTAL INC . 10 TRACY DRIVE -AVON INDUSTRIAL PARK- AVON, MA. 02322 SINGLE HUNG A E 8 D C EL�VA710 N ( 1 ) PORTq � PORTAL INC . 10 TRACY DRIVE -AVON INDUSTRIAL PARK- AVON. MA. 02322 SINGLE HUNG HEAD EXPANDER. O ( OPTIONAL ) A HEAD AT SINGLE HUNG. OMEETING RAILS AT SINGLE HUNG. OSILL AT SINGLE HJNG. PORTA PORTAL INC . 10 TRACY DRNE -AVON INDUSTRIAL PARK- AVON, MA. 02322 SINGLE HUNG O O SINGLE HUNG JAMB. SINGLE HUNG JAMB. ( AT LOWER SASH ) ( AT UPPER PANEL ) Jv' cT PORTAL, INC. THERMAL TEST REPORT Series "325 TB" Tilt Double Hung Aluminum Prime Window with Low E and Argon NCTL-110-9153.6 NATIONAL CERTIFIED TESTING LABORATORIES �C7CWj/ NATIONAL CERTIFIED TESTING LABORATORIES FIVE LEIGH DRIVE YORK, PENNSYLVANIA 17402 TELEPHONE(717)846-1200 C. FAX(717)767-4100 www.nctlinc.ca PORTAL, INC. Report No: NCTL-110-9m 153-6S NFRC THERMAL TEST SUMMARY REPORT Expiration Date: 04/30108 Test Specimen NFRC Code Manufacturer: Portal, Inc. SerieslModel: 325TB Window Type: Vertical Slider-Double Hung VSDH Frame Composition: Aluminum wl thermal breaks AT Sash/Vent/Panel Composition: Aluminum wl thermal breaks AT Thermal Break Mat 11. Poured Urethane Overall Size: 47-5/16"wide by 59-112"high Glazing Description 718"Overall wlLow E and Argon No. of Glazing Layers (including films): 2 2 Primary Glazing: Double Glazed DG Spacer Type: Aluminum AI-D Gap Fill 1: Argon ARG Gap Fill 2. Not Applicable Gap Fill 3. Not Applicable GlasslFilm Thicknesses (ext to int): 0.185", 0.185" Air Gap 1: 0.505" Sir Gap 2: Not Applicable Air Gap 3: Not Applicable Secondary Glazing: Not Applicable Low Emissivity Coatings: Emissivity 1: 0.158 on Surface #3 Emissivity 2: None Emissivity 3. None Procedure: Standardized Thermal Transmittance (U.)was determined using the NFRC 102 procedure with a temperature of 701t 0.5°Fon the room side of the specimen and 01t 0.5°Fon the weather side of specimen. The net air leakage across the test specimen was 0.0 cfm. Test Results: Results of the test period 0847-1047 on 04/25104 using the Equivalent CTS Method: Thermal transmittance at test conditions (U.): 0.55 BTU.'hr/ftzl°F Standardized thermal transmittance of test specimen (U.t) : 0.50 BTUIhr/ft2/°F Reference should be made to Thermal Performance Test Report Number NCTL-110-9153-6 for complete specimen description and test data. NATIONAL CERTIFIED TESTING LABORATORIES J0N74 L 9' PP echian PROFESSIONALS IN THE SCIENCE OF TESTING NC y% NATIONAL CERTIFIED TESTING LABORATORIES FIVE LEIGH DRIVE YORK, PENNSYLVANIA 17402 TELEPHONE(717)846-1200 C• 0 FAX(717)767 00 www.nctlinc.com THERMAL PERFORMANCE TEST REPORT Report No: NCTL-110-9153.6 Test Date: 04/25/04 Report Date: 05/11104 Expiration Date: 04/30108 Client: Portal,Inc. 10 Tracy Drive, Avon Ind. Park Avon, MA 02322 Test Specimen: Portal, Inc.'s Series "3257B"Tilt Double Hung Aluminum Prime Window with Low E and Argon. Test Method: "NFRC 102 Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems (November 2002 edition)" TEST SPECIMEN DESCRIPTION General: The test specimen was a one-over-one tilt double hung aluminum prime window measuring 47-5116"wide by 59-112"high overall. The top sash measured 43-518"wide by 29" high. The bottom sash measured 44-3/8"wide by 29-1116"high. The frame and sash were thermally broken using poured urethane thermal barriers, debridged to 3/16". Both sash were removable via a single spiral balance with locking tilt shoe located in each jamb track. One (1) metal sweep lock was located at midspan of the interior meeting rail. The metal keeper was extruded onto the exterior meeting rail. One (1)metal spring-loaded snap-lock was located at 12" from each end of the head. The metal keepers were extruded onto the top rail. One (1) metal lockable tilt latch with thumb actuator was located at each end of the top rail and interior meeting rail. One (1)stamped metal pivot bar was fastened with one (1)screw at each end of the exterior meeting rail and bottom rail. A rigid parting vinyl was located at each jamb. A rigid vinyl sash stop was snap-fitted at the top of each interior jamb track and bottom of each exterior jamb track. The frame and sash were of double screw butt-type corner construction. Glazing: Both sash were channel glazed using sealed insulating glass with a flexible vinyl glazing bead; three (3) leaves of dual durometer glazing fingers per channel face. The overall insulating glass thickness was 7/8"(measuring 0.875")consisting of two (2) lites of 3/16"thick (average thickness 0.185') annealed glass and one (1)argon-filled space created by a desiccant-filled aluminum spacer system. An LOF`Energy Advantage"pyrolytic type low emissivity coating (e=0.158 per client) was applied to glazing surface no. 3. Weatherseals: Two (2)strips of center fin weatherstrip (0.230"high)were located at the sash stiles. One (1)strip of center fin weatherstrip (0.230"high)was located at the head. Two (2)strips of center fin weatherstrip (0.190"high)were located at the interior meeting rail. One (1)strip of center fin weatherstrip (0,190"high)was located at the top rail. One (1)strip of center fin weatherstrip (0.310" high)was located at the bottom rail. One (1)strip of bulb vinyl weatherstrip was located at the bottom rail. PROFESSIONALS IN THE SCIENCE OF TESTING 'Portal, Inc. - 2- NCTL-110-9153-6 Weeps: No apparent weeps employed. Interior&Exterior Surface Finish: Brown painted aluminum. Sealant: The frame and sash corners were sealed with a small joint sealant. The glazing corners were sealed with a silicone sealant. Insect Screen: No screen employed. SPECIMEN PREPARATION PRIOR TO TEST The test specimen was pre-conditioned at ambient laboratory conditions prior to the test. The surround panel-to-specimen interfaces were sealed with a non-reflective tape. The specimen was sealed on the interior with a caulk sealant resulting in a measured net air leakage of 0.0 cfm per square foot. TEST PARAMETERS Tests to determine the Standardized Thermal Transmittance (U&)of the specimen were performed in the guarded hot box apparatus located at the York, PA facility. The most recent calibration of the hot box apparatus was in May, 2003. The thermal performance evaluations were completed in accordance with the NFRC 102 procedure using a dynamic wind perpendicular to the specimen on the weather side and simulated natural convection on the room side. A zero static pressure differential (0.00"t 0.04"H20)was maintained across the specimen during the test by pressurizing the metering box on the room side. Data was collected over two successive 2 hour periods after 4 hours of steady state conditions as defined in section 5.2.3.2(A)of the NFRC 102 procedure were achieved. The test was considered completed when the data of the successive 2 hour periods also satisfied the criteria defined in section 5.2.3.2(A)of the NFRC 102 procedure. Glass Thickness and Glazing Deflection Glazing Glazing Deflection Deflection Glass Thicknesses Before Test During Test Top Sash 0.19", 0.19" 0.03" 0.05" Bottom Sash 0.19", 0.19" 0.02" 0.04" Measured Areas Test Specimen Projected Area: 19.36 ft' Test Specimen Interior Exposed(Wetted)Surface Area: 20.38 ft' Test Specimen Exterior Exposed (Wetted)Surface Area: 20.81 ft' Metering Box Opening Area: 54.39 ft' Metering Box Baffle Area: 46.44 ft' Exposed Area of Mods to Surround Panel Opening: 6.55 ft' Surround Panel Interior Exposed Area: 28.48 ft' 'Portal, Inc. - 3 - NCTL-110-91.53-6 Projected Frame Dimensions Of Members Head 2.875 in. Top Jamb 2.875 in. Bottom Jamb 2.125 in. Meeting Rail 2.125 in. Sill 3.3125 in. THERMAL TRANSMITTANCE& CONDUCTANCE The test chamber environmental systems were initiated at 1639 on 04/23104. The test conditions were considered stable for two consecutive two hour test periods from 0647 to 0847 and 0847 to 1047 �n 04125104. The thermal performance test results were derived from the 0847 to 1047 test period. Test Conditions Average Room Side Air Temperature th 69.5 OF Average Weather Side Air Temperature, 4 0.4 OF Average Guard Box Air Temperature 70.7 OF Metering Box Average Relative Humidity 13 % Measured Weather Side Wind Velocity 11.2 mph Measured Room Side Air Convection Velocity 38.67 fpm Static Pressure Difference Across Specimen 0.03 "H2O Heat Flows Heat Input Rate to Metering Box 938.8 BTU/hr Surround Panel Heat Flow 113.0 BTU/hr Heat Flow Through Mods to Surround Panel Opening(k =0.252) 23.1 BTU/hr Sensible Heat from Pressure Balance Air Flow -2.7 BTU/hr Metering Box Heat Flow 31.7 BTU/hr Flanking Loss Heat Flow 42.4 BTU/hr :Vet Test Specimen Heat Flow 731.4 BTU/hr Portal, Inc. - 4- NCTL-110-9153-6 Test Results & Calculated Test Data Test Specimen Thermal Transmittance, Us 0.55 BTU/hr/ft'I'F Equivalent CTSMethod Emittance of Glass, e1 0.84 Warm Side Baffle Emittance, eb 1 0.93 Equivalent Room Side Surface Temperature 45.1 OF Equivalent Weather Side Surface Temperature 7.7 OF Room Side Baffle Surface Temperature 67.7 OF Measured Room Side Surface Conductance, hn 1.55 BTU/hr/ft'1OF Measured Weather Side Surface Conductance, & 5.16 BTU/hr/ft'/°F Test Specimen Thermal Conductance, C. 1.01 BTU/hr/ft'/°F Convection Coefficient, K 0.357 Radiative Test Specimen Heat Flow, Q,, 336.7 BTU/hr Convective Test Specimen Heat Flow, Q, 394.7 BTU/hr Radiative Heat Flux of Test Specimen, q,, 17.39 BTU/hr/ft' Convective Heat Flux of Test Specimen, q�, 20.39 BTU/hr/ft' Standardized Room Side Thermal Transmittance, hszn 1.24 BTU/hr/ft'I'F Standardized Weather Side Thermal Transmittance, hsr, 5.28 BTU/hr/ft'I'F Test Specimen Standardized Thermal Transmittance, Usr 0.50 BTU/hr/ft'/°F Based on the listed test results, the standardized thermal transmittance of the test specimen (Usr) was determined to be 0.50 BTU/hr/ft'/°F. An estimate of the experimental uncertainty for these results is available upon request. This test method does not include procedures to determine the heat flow due to either air movement through the specimen or solar radiation effects. As a consequence, the thermal transmittance results obtained do not reflect performances which may be expected from field installations due to not accounting for solar radiation, air leakage effects, and the thermal bridge effects that may occur due to the specific design and construction of the fenestration system opening. Therefore, it should be recognized that the thermal transmittance results obtained from this test method are for ideal laboratory conditions and should only be used for fenestration product comparisons and as input to thermal performance analyses which also include solar, air leakage, and thermal bridge effects. Portal, Inc. - 5- NCTL-110-9153-6 I Per the client, the test specimen described in this report was a production line unit submitted for initial certification and plant qualification. Detailed drawings were available for laboratory records and compared to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4)years. The results obtained apply only to the specimen tested. This report may not be reproduced, except in full, without the written approval of National Certified Testing Laboratories. Testing described in this report was conducted in full compliance with NFRC requirements. Ratings included in this report are for submittal to an NFRC licensed IA for certification purposes and are not meant to be used for labeling purposes. Only those values identified on a valid Certification Authorization Report (CAR)are to be used for labeling purposes. NATIONAL CERTIFIED TESTING LABORATORIES STIN L BUPP Technician /� O� PATRICK D. HEIN Engineering Manager Person-in-Responsible Charge JLB/amb Salem ® Redevelopment Authority DESIGN REVIEW BOARD PROPOSAL June 27, 3UU7 CF Tompkins (275-281 Essex Street)— Review of Final Design Plans PROPOSAL: The proposal includes the redevelopment of the building to include 20 residential units on the second floor and 3 retail units on the ground floor. s re Salem Redevelopment Authority MEMORANDUM TO: Members of the Salem Redevelopment Authority FROM: Kirsten Kinzer, CDBG Planner SUBJECT: 275-281 Essex Street, CF Tompkins Building Final Design Review DATE: June 7, 2007 CC: Lynn G. Duncan, Executive Director Enclosed please find information regarding the Final Design proposal for the CF Tompkins Building, 275-281 Essex Street. The proposal includes the redevelopment of the building to include 20 residential units on the second floor and 3 retail units on the ground floor. Revisions to the previous design include the redesign of the Essex and Crombie Street storefronts and the redesign of the Crombie Street retail and residential entries. For your reference, the March 14 SRA Decision on the CF Tompkins schematic design proposal is attached. Please feel free to contact me at (978) 619-5685 or kkinzer@salem.com should you have any questions or concerns regarding this matter. R Salem ® Redevelopment Authority SALEM REDEVELOPMENT AUTHORITY DECISION March 14, 2007 275-281 Essex Street (CF Tompkins Building), — Schematic Design Review SRA DECISION: At their meeting on March 14, 2007, the SRA voted to approve the DRB recommendation with the condition that scale of the storefronts be looked at more closely in the Final Design Plans. DRB RECOMMENDATION: At their meeting on February 28, 2007, the DRB recommended approval of the Schematic Design Plans with the following conditions to be included in the Final Design Plans: 1. Storefronts should be restored or opened up; 2. Bricks should be reused on the Crombie Street facade, where possible, and the reconstruction of the brick must match the existing building exactly; 3. Historical preservation specification for repointing, must be included; 4. Entre-point for the retail unit(s) and egress for the residential units should be reconfigured; 5. Storefront on the Crombie Street facade should be looked at and redesigned; G. Roof plans must be submitted; and 7. Residential entry point along Crombie Street should be more prominent. PROPOSAL: The proposal includes the redevelopment of a mired-use building at 275-281 Essex Street to include 20 residential units and retail on the first floor. RONAN, SEGAL & HARRINGTON ATTORNEYS AT LAW FIFTY-NINE FEDERAL STREET JAMES T.RONAN(192-1987) SALEM,MASSACHUSETTS 01970-3470 JACOB S.SEGAL MARY PIEMONTE HARRINGTON GEORGE W.ATKINS, III PAIGE K HINTUAN TEL(978)7444I350 FAX(978)744-7493 FILE NO.H-721.40 OF COUNSEL JOHN H.RONAN MICHAEL J.ESCHELBACHER May 31, 2007 HAND DELIVERED City of Salem Redevelopment Authority 120 Washington Street Salem, MA 01970 Attn: Kirsten Kinzer Re: 275-281 Essex Street ("Tompkins Building") Dear Ms. Kinzer: Please place Final Design Review of the above referenced project on the Authority's agenda for the meeting of June 13, 2007. Filed herewith are seven (7) copies of the following submissions: 1 . Site Plans 2. Elevation Plans 3. Narrative Descriptions of this project 4. Brick and window specifications 5. Property Owner permission letter Revisions to the schematic design previously approved by the Authority are as follows: 1. Essex Street and Crombie Street store fronts redesigned. 2. Crombie Street retail entry and residential entry redesigned. �h1"ery tr s, George W. Atkins, III GWA/dap Enclosures h NARRATIVE The project proposes to convert the former furniture store building to a mixed use condominium containing residential and retail units. Three (3) retail units will be located on the first floor and twenty(20)residential units located in part on the first floor and all of the upper floors of the building. The building is located in the central business district and parking for the rehabilitated building will be provided at municipal parking facilities. Since the building occupies essentially the entire lot, no landscaping and no sncw removal or natural area enhancement is required. Appropriate historical lighting,window restoration and brick restoration will be completed on the facades of the building and the retail storefronts will be redesigned tc restore the building appearance. ill►�i; 1 C. F.Tompkins Redevelopment 281 Essex Street Holloran & Company, L. L. C . Historic Masonry Specification C.F. Tompkins Building 281 Essex Street, Salem, MA A. Field Examples: Prior to performing the Work of this Section, prepare a sample panel of not less than 12 sq ft for each type of masonry restoration Work required. Do not proceed further with the Work until the sample panel has been approved by the Owner or Owner's Representative. Approved samples will be used as quality standards for the Work. Maintain approved samples at the Site until the Work is completed. 1. Sample panels may be a portion of existing masonry which is to be restored, at a location directed by the Owner or Owner's Representative. B. Material Container Labels: Material containers shall bear the manufacturer's label indicating manufacturer's name, trade name of product, lot number,shelf life of product, and mix ratio(if applicable). C. Installer: Work must be performed by a firm having not less than 5 years successful experience in comparable masonry restoration projects and employing personnel skilled in the restoration process and operations indicated and necessary for the successful completion of the work. D. Masons: Raking, repointing, removal, material salvage, installation and finishing operations shall be perforated by craftsperson who are familiar with historic lime mortar formulations, curing conditions, and performance characteristics. E. Only skilled masons who are familiar and experienced with the materials and methods specified and are familiar with the design requirements shall be used for masonry restoration. 1.05 DELIVERY,STORAGE,AND HANDLING A. Packaged Products: I. Deliver materials to the site in manufacturer's original, sealed containers. Do not deliver materials which have exceeded shelf life limitation set forth by the manufacturer. 2. Comply with manufacturer's printed instructions for storing and protecting materials. B. Bulk Aggregate: Store in a manner which will keep aggregate clean and protected from the weather elements. 1.06 PROJECT CONDITIONS A. Environmental Requirements: 1. For factory packaged products, comply with the manufacturer's printed limitations and instructions. 2. At temperatures below 40 degrees F,maintain mortar temperature between 40 degrees F and 120 degrees F unless otherwise recommended by the material manufacturer. If necessary,heat mixing water and sand to produce the required results. 3. At temperatures between 32 degrees F and 20 degrees F, provide wind breaks and cover the restored masonry to prevent wetting and freezing. 04911 -2 C.F. Tompkins Building 281 Essex Street, Salem, MA Maintain restored masonry above freezing for not less than 16 hours using auxiliary heat or insulating blankets. 4. At temperatures below 20 degrees F,provide heated enclosures for performing the Work. At the end of the workday, maintain the enclosures and keep the Work from freezing for not less than 48 hours. 5. Do not lower freezing point of mortar by use of antifreeze, calcium chloride, or other additives. 6. Do not use frozen materials or materials coated with ice or frost. 7. Provide sun, wind and rain protection. PART2 PRODUCTS 2.01 MATERIALS A. Mortar Types: 1. Type N Mortar: ASTM C 270,Type N. 2. Modified Type N Pointing Mortar: ASTM C 270,Type N, modified with an acrylic additive in accordance with the additive manufacturer's printed instructions for the intended usage. 3. Type C-1 Patching Mortar: "Thorite"by Thoro System Products; "Sonopatch"by Sonneborn Building Products;"Deco-Rez TPM 722"or "Deco-Rez TPM 723"by General Polymers Corp.; "SikaTop 122"or "SikaTop 123"by Sika Corp.;"Emaco R300 Cl"or"Emaco R320 CI"or "Emaco 8350 CI"or"Emaco S88 CI"by Master Builders,Inc. B. Mortar Color: For exposed Type N mortar and Modified Type N pointing mortar, select materials(complying with the requirements)and proportion Pigments with other ingredients as necessary to match the color of existing corresponding materials. C. Mortar Pigments: High purity, finely ground,chemically inert, unfading, lime proof mineral oxides specially prepared for use in mortar. D. Acrylic Additive: "Acryl 60"by Thoro System Products; "Sonocrete"by Sonneborn Building Products; "Anchor- IT"by Anti-Hydro Waterproofing Co. E. Masonry Units: Match existing units in type,grade,size, appearance,and texture unless otherwise indicated. F. Accessories: Flashing—lead or lead coated copper, Anchors—stainless steel PART 3 EXECUTION 3.01 PREPARATION A. Examination: 1. Examine conditions,with installer and Owner or Owner's Representative present,for compliance with requirements for installation 04911 -3 C.F. Tompkins Building 281 Essex Street, Salem, MA tolerances and other specific conditions, and other conditions affecting performance of unit masonry. 2. Before removing any deteriorated work,establish bonding patterns, levels, and coursings. B. Protection: Protect adjacent surfaces not being restored. Protect sills, ledges, and projections from material droppings. Prevent repointing mortar from staining the face of masonry or other surfaces to be left exposed. Remove repointing mortar that comes in contact with such surfaces. C. Cover partially completed work when work is not in progress. D. Surface Preparation: 1. Prepare surfaces to be restored in compliance with product manufacturer's printed instructions and as specified. 2. Remove dirt, dust, and foreign material from surfaces to be restored. 3. Clean areas to be restored with compressed air or water flushing,except as otherwise recommended by the mortar manufacturer. E. Materials Preparation: 1. Dry concrete masonry units and stone that have become wet. Do not wet these masonry units. 2. Wet bricks that have a high absorption rate. Wet bricks until water runs off. Install bricks when surface is slightly damp. 3. Prepare exposed Type N mortar and Modified Type N pointing mortar to match the color and appearance of existing adjoining mortar. 3.02 TEMPORARY SUPPORT A. Provide temporary support where necessary to prevent displacement of masonry during repointing and until mortar has achieved sufficient strength. 3.03 REPOINTING JOINTS A. Rake or cut out joints to a minimmn depth of 5/8 inch and until sound surface is reached. Where cutting is required to remove existing mortar and joint filler, use a rotary power masonry saw wherever possible without damaging masonry. Cut the mortar and joint filler cleanly from the sides of the joints, leaving square comers. Flush joints clean with water or compressed air. B. Dampen joints slightly before application of mortar,making sure there is no free water. Backpack joints tightly out to a depth of 5/8 inch from the face of masonry with Modified Type N pointing mortar. After backpacking mortar has attained initial set, redampen remaining 5/8 inch depth of joints, fill with Modified Type N pointing mortar,and finish joints to match existing adjoining joints. I. Where joint sealant is required, backpack the joints tightly out to a uniform depth of 1/4 inch. 2. Where joint sealant is required,cut out the joints or backpack the joints (as required by existing conditions)to the depth shown on the Drawings. 04911 -4 C.F. Tompkins Building 281 Essex Street, Salem,MA 3.04 REPLACING MASONRY UNITS A. Provide temporary shoring or other supports as required to prevent displacement of existing masonry which is to remain. Perform the removal Work with such care as may be required to prevent damage to adjoining masonry which is to remain. B. Remove the deteriorated and damaged masonry units to their full depth, including the surrounding joint mortar. Wherever possible without damaging masonry, use a rotary power masonry saw for cutting Work. Leave square corners at adjoining masonry which is to remain. Clean joints and cavities by flushing with water or compressed air. C. Dampen contact surfaces slightly before application of mortar, making sure there is no free water. Install matching masonry units with Type N mortar. Install units to match and align with existing masonry. Maintain bonding and coursing pattern of existing masonry. Use presoaked wood wedges where necessary to properly set the units and maintain uniform matching joints. Backpack and fill joints full of mortar. Finish joints to match existing adjoining joints. 3.05 FILLING JOINTS A. Rake out loose mortar until sound surface is reached. Flush joints clean with water or compressed air. B. Dampen joints slightly before application of mortar, making sure there is no free water. Fill joints with Modified Type N pointing mortar flush with adjoining masonry. 3.06 FILLING CRACKS A. Non-Moving Cracks: Clean cracks with water flushing or compressed air. Dampen contact surfaces. Fill cracks with Modified Type N pointing mortar flush with adjoining masonry. 1. Enlarge cracks 1/8 inch or less in width to 1/4 inch wide by minimum 3/8 inch deep prior to cleaning and filling. Use masonry saw or power chisel. B. Moving Cracks: Cut out cracks more than 1/8 inch in width(for sealant)as required to provide joint configuration shown on the Drawings. Use masonry saw or power chisel. Clean and dry the contact surfaces. 3.07 PATCHING MASONRY SURFACES A. Remove all loose and deteriorated material. Prepare substrate surface. Remove paint, oil,grease, and salt deposits from surface to be restored. Use cleaning agent,recommended by manufacturer of patching mortar,where required. Fill the depressed area or void with Type C-I patching mortar. Provide a uniform wood float finish, flush and even with the adjacent existing surfaces. if 04911 -5 C.F. Tompkins Building 281 Essex Street, Salem, MA necessary, apply the patching mortar in layers to fill the depression. Comply with manufacturer's printed instructions. 3.08 CLEANING A. As the Work proceeds and after completion of Work, remove excess mortar, droppings, smears, stains,and other soiling substances resulting from the Work of this Section. Remove misplaced materials from surfaces immediately. 3.09 CURING A. Keep mortar from drying out too quickly. B. Mist walls with water as required by project and weather conditions to insure slow curing of the lime mortar. C. Shield from direct sun and drying winds for the first 48 hours after installation. END OF SECTION 04911 -6 C. F.Tompkins Redevelopment 281 Essex Street Holloran & Company, L. L. C. Aluminum Window Specification 08500/POR PORTAL , Inc . r i WINDOWS NEW & RETRO=FIT l7[ i DOUBLE HUNG 08500/POR - - DOUBLE HUNG WINDOW SERIES 385 OH T.B. (Continued) - CONSTRUCTION-All horizontal sash joints - shall be hollow extrusions and be made with _ - a minimum depth of 1-5/8". All sash joints shall be secured by two screws into integral screw ports. When joined by independent mullions, the resulting member shall be ca- _ pable of withstanding the load which is ;7 - described in Uniform Load Section 2,ANSI/ AAMA 101-97. Sash shall lock together at - the center meeting rails. HARDWARE -All miscellaneous fastening _ -- devices,such as screws and rivets,shall be of aluminum, stainless steel, or other non- corrosive material compatible with alumi- num. Hardware exposed parts shall be alu- DOUBLE HUNG WINDOW MATERIAL - Windows shall be manufac- minum, stainless steel, or zinc die casting SERIES 325 OH T.B. Cured from 6063 T5 aluminum allay having with a barrel nickel plate,in accordance with GENERAL - As manufacturer: by Portal, a nominal wall thickness of.062".except for ASTM Specifications. Spiral balances shall Inc.,Avcn, MA, Bares 325 DH T.B. double fin,brim and expanders.Frame sill shall have provide a lifting force and shall operate in hung tilt windows shall meet or exceed a nominal wall thickness of.078"as defined both directions, reducing the force neces- Americen Arcfutecttral Ma-iufacturers by AAMA specifications. sary to operate the sash, while holding the Association[AAMA)specification DKHC50. sash stationery in any position whatsoever. D Spiral-type balances are standard. ® FINISH-The exposed surfaces of the alumi- num parts shell be clean and free from A serious surface blemishes. Standard fin- ishes are white or bronze electrostatically- ----,, applied paint. �� WEATHERSTRIPPING - Shall be dense polypropylene,reinforced with mylar fin seal running through the pile center.To insure a weathertight seal, weatherstripping is to B E be located on all four sides of both sash and © jamb. OPERATION-For ease of window cleaning, O .= both sash shall operate and tilt inward when in a unlocked condition.Window main frame C _ shall be 3-1/4"in depth.All operating sash surfaces shall be separated from metal-to- Ometal contact through the use of woven pile, 0 vinyl, or nylon. PERFORMANCE AND TESTING - Manu- HISTORICAL RENOVATION facturer test report from AAMA-approved, inde- pendent testing laboratory, indicating that the window has satisfactorily met the per formance requirements for OH-HC50 high performance. --�� GLAZING-Sash shall beglazed with e. in sealed,double or triple insulating glass,, set in a wraparound vinyl channel. SCREENS-Screen frames shall be of ex- truded.050 aluminum, half or full type,and Portal provides a variety of special exte- designed to be installed and removed from rior profiled colonial grids and muntins for inside. Screen cloth (fiberglass or alumi- renovation. Their in-house bending cepa- num) shall be 18-16 mesh. _ bility allows them to create a gothic or INSTALLATION - In accordance with the arched window which matches exacting manufacturer's recommendations, all win- historical specifications while providing dew frames shall be set without springing, the durability and weatherproofing of forcing, or distorting. Head and sill shall be - modern materials. aligned parallel and square with jambs. A non-hardening sealant,compatible with alu- •Exterior Colonial Muntins minum, shall be provided by the window " Contoured Colonial Panning erector and supplied in sufficient quantity to - •Curved Tops & Gothic Tops insure a water-tight seal between window "Custom Colors (Special Order) and surrounding construction. 3 . ' PORTgI PORTAL INC . 10 TRACY DRIVE -AVON INDUSTRIAL PARK- AVON, MA. 02322 SINGLE HUNG A E B D C ELCVATION f � 1 } •. HIM PORTAL INC . 10 TRACY DRIVE -AVON INDUSTRIAL PARK- AVON, MA. 02322 SINGLE HUNG HEAD EXPANDER. O ( OPTIONAL ) A HEAD AT SINGLE HUNG. OMEETING RAILS AT SINGLE HUNG. AA It OSILL AT SINGLE HUNG. ' r PORTq � PORTAL INC . 10 TRACY DRIVE -AVON. INDUSTRIAL PARK- AVON, MA. 02322 SINGE HUNG O O SINGLE HUNG JAMB. SINGLE HUNG JAMB. ( AT LOWER SASH ) ( AT UPPER PANEL ) PORTAL, INC. THERMAL TEST REPORT Series "325 TB" Tilt Double Hung Aluminum Prime Window with Low E and Argon NCTL-110-9153-6 NATIONAL CERTIFIED TESTING LABORATORIES C NATIONAL CERTIFIED TESTING LABORATORIES FIVE LEIGH DRIVE YORK, PENNSYLVANIA 17402 TELEPHONE(717)846-1200 • FAX(717)767-4100 www.nctline.com PORTAL, INC. Report No: NCTL-110-9153-GS NFRC THERMAL TEST SUMMARYREPORT Expiration Date: 04/30/08 Test Specimen NERC Code Manufacturer: Portal,Inc. Series/Model: 325TB Window Type: Vertical Slider-Double Hung VSDH Frame Composition: Aluminum w/ thermal breaks AT SashlVent/Panel Composition: Aluminum w/ thermal breaks AT Thermal Break Mal'I. Poured Urethane Overall Size: 47-5116"wide by 59-112"high Glazing Description 718"Overall w/Low E and Argon No. of Glazing Layers (including films- 2 2 Primary Glazing: Double Glazed DG Spacer Type : Aluminum AI-D Gap Fill 1: Argon ARG Gap Fill 2.• Not Applicable Gap Fill 3. Not Applicable Glass/Film Thicknesses (ext to int): 0.185", 0.185" Air Gap 1: 0.505" Air Gap 2: Not Applicable Air Gap 3: Not Applicable Secondary Glazing. Not Applicable Low Emissivity Coatings. Emissivity 1: 0.158 on Surface #3 Emissivity 2. None Emissivity 3. None Procedure: Standardized Thermal Transmittance(Ue)was determined using the NFRC 102 procedure with a temperature of 700t O.50Fon the room side of the specimen and 0°t 0.50F on the weather side of specimen. The net air leakage across the test specimen was 0.0 cfm. Test Results: Results of the test period 0847-1047 on 04125104 using the Equivalent CTS Method: Thermal transmittance at test conditions (U.): 0.55 BTU/hr/ftzl°F Standardized thermal transmittance of test specimen (Ust) : 0.50 BTUlhr/ft2/°F Reference should be made to Thermal Performance Test Report Number NC71-110-9153-6 for complete specimen description and test data. NATIONAL CERTIFIED TESTING LABORATORIES J TIN L.Bgr echnictian PROFESSIONALS IN THE SCIENCE OF TESTING r AIC Twid NATIONAL CERTIFIED TESTING LABORATORIES FIVE LEIGH DRIVE YORK,PENNSYLVANIA 17402 TELEPHONE(717)846-1200 77a FAX(717)767-4100 www-nctlinc.com THERMAL PERFORMANCE TEST REPORT Report No: NCTL-no-9153-6 Test Date: 04125104 Report Date: 05111104 Expiration Date: 04130108 Client: Portal, Inc. 10 Tracy Drive, Avon Ind.Park Avon,MA 02322 Test Specimen: Portal, Inc.'s Series "325TB"Tilt Double Hung Aluminum Prime Window with Low E and Argon. Test Method: "NFRC 102 Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems (November 2002 edition)". TEST SPECIMEN DESCRIPTION General: The test specimen was a one-over-one tilt double hung aluminum prime window measuring 47-5116"wide by 59-112"high overall. The top sash measured 43-518"wide by 29" high. The bottom sash measured 44-318"wide by 29-1116"high. The frame and sash were thermally broken using poured urethane thermal barriers, debridged to 3116". Both sash were removable via a single spiral balance with locking tilt shoe located in each jamb track. One (1) metal sweep lock was located at midspan of the interior meeting rail. The metal keeper was extruded onto the exterior meeting rail. One (1)metal spring-loaded snap-lock was located at 12" from each end of the head. The metal keepers were extruded onto the top rail. One (1) metal lockable tilt latch with thumb actuator was located at each end of the top rail and interior meeting rail. One (1)stamped metal pivot bar was fastened with one (1)screw at each end of the exterior meeting rail and bottom rail. A rigid parting vinyl was located at each jamb. A rigid vinyl sash stop was snap-fitted at, the top of each interior jamb track and bottom of each exterior jamb track. The frame and sash were of double screw butt-type corner construction. Glazing: Both sash were channel glazed using sealed insulating glass with a flexible vinyl glazing" bead; three (3) leaves of dual durometer glazing fingers per channel face. The overall insulating glass thickness was 718"(measuring 0.875) consisting of two (2) lites of 3116"thick (average thickness 0.185")annealed glass and one (1)argon-filled space created by a desiccant-filled aluminum spacer system. An LOF`Tnergy Advantoge"pyrolytic type low emissivity coating (e=0.158 per client)was applied to glazing surface no. 3. Weatherseals: Two (2)strips of center fin weatherstrip (0.230"high)were located at the sash stiles. One (1)strip of center fin weatherstrip (0.230"high)was located at the head. Two (2)strips of center fi,n. weatherstrip (0.190"high)were located at the interior meeting rail. One (1)strip of center fin. weatherstrip (0.190"high)was located at the top rail. One (1)strip of center fin weatherstrip (0.310" high) was located at the bottom rail. One (1)strip of bulb vinyl weatherstrip was located at the bottom rail. PROFESSIONALS IN THE SCIENCE OF TESTING r Portal, Inc. - 2- NCTL-110-9153-6 Weeps: No apparent weeps employed. Interior&Exterior Surface Finish: Brown painted aluminum. Sealant: The frame and sash corners were sealed with a small joint sealant. The glazing corners were sealed with a silicone sealant. Insect Screen: No screen employed. SPECIMEN PREPARATION PRIOR TO TEST The test specimen was pre-conditioned at ambient laboratory conditions prior to the test. The surround panel-to-specimen interfaces were sealed with a non-reflective tape. The specimen was sealed on the interior with a caulk sealant resulting in a measured net air leakage of 0.0 cfm per square foot. TEST PARAMETERS Tests to determine the Standardized Thermal Transmittance (Uee)of the specimen were performed in the guarded hot box apparatus located at the York, PA facility. The most recent calibration of the hot box apparatus was in May, 2003. The thermal performance evaluations were completed in accordance with the NFRC 102 procedure using a dynamic wind perpendicular to the specimen on the weather side and simulated natural convection on the room side. A zero static pressure differential (0.00"+0.04"H20)was maintained across the specimen during the test by pressurizing the metering box on the room side. Data was collected over two successive 2 hour periods after 4 hours of steady state conditions as defined in section 5.2.3.2(A)of the NFRC 102 procedure were achieved. The test was considered completed when the data of the successive 2 hour periods also satisfied the criteria defined in section 5.2.3.2(A)of the NERC 102 procedure. Glass Thickness and Glazing Deflection Glazing Glazing Deflection Deflection Glass Thicknesses Before Test During Test Top Sash 0.19" 0.19" 0.03" 0.05" Bottom Sash 0.19", 0.19" 0.02" 0.04" Measured Areas Test Specimen Projected Area: 19.36 ft' Test Specimen Interior Exposed (Wetted)Surface Area: 2038 ft' Test Specimen Exterior Exposed (Wetted)Surface Area: 20.81 ft' Metering Box Opening Area: 54.39 ft= Metering Box Baffle Area: 46.44 ftP Exposed Area of Mods to Surround Panel Opening: 6.55 ft' Surround Panel Interior Exposed Area: 28.48 ft2 Portal, Inc. - 3 - NCTL-110-9153-6 •w Projected Frame Dimensions Of Members Head 2.875 in. Top Jamb 2.875 in. Bottom Jamb 2.125 in. Meeting Rail 2.125 in. Sill 3.3125 in. THERMAL TRANSMITTANCE& CONDUCTANCE The test chamber environmental systems were initiated at 1639 on 04/23104. The test conditions were considered stable for two consecutive two hour test periods from 0647 to 0847 and 0847 to 1047 on 04/25104. The thermal performance test results were derived from the 0847 to 1047 test period. Test Conditions Average Room Side Air Temperature th 69.5 OF Average Weather Side Air Temperature, t� 0.4 OF Average Guard Box Air Temperature 70.7 OF Metering Box Average Relative Humidity 13 % Measured Weather Side Wind Velocity 11.2 mph Measured Room Side Air Convection Velocity 38.67 fpm Static Pressure Difference Across Specimen 0.03 "H20 Heat Flows Heat Input Rate to Metering Box 938.8 BTU/hr Surround Panel Heat Now 113.0 BTU/hr Heat Flow Through Mods to Surround Panel Opening(k =0.252) 23.1 BTU/hr Sensible Heat from Pressure Balance Air Flow -2.7 BTU/hr Metering Box Heat Flow 31.7 BTU/hr Flanking Loss Heat Flow 42.4 BTU/hr Net Test Specimen Heat Flow 731.4 BTU/hr f Portal, Inc. - 4- NCTL-110-9153-E A Test Results & Calculated Test Data Test Specimen Thermal Transmittance, U. 0.55 BTU/hr/ft'/°F Equivalent CTS Method Emittance of Glass, el 0.84 Warm Side Baffle Emittance, eb1 0.93 Equivalent Room Side Surface Temperature 45.1 OF Equivalent Weather Side Surface Temperature 7.7 OF Room Side Baffle Surface Temperature 67.7 OF Measured Room Side Surface Conductance, hn 1.55 BTU/hr/ft'/°F Measured Weather Side Surface Conductance, 5.16 BTU/hr/ft'/°F Test Specimen Thermal Conductance, Ce 1.01 BTU/hr/ft'/°F Convection Coefficient, K 0.357 Radiative Test Specimen Heat Flow, Q'I 336.7 BTU/hr Convective Test Specimen Heat Flow, Qa 394.7 BTU/hr Radiative Heat Flux of Test Specimen, q,r 17.39 BTU/hr/ft' Convective Heat Flux of Test Specimen, qct 20.39 BTU/hr/ft' Standardized Room Side Thermal Transmittance, hsTn 1.24 BTU/hr/ft'/°F Standardized Weather Side Thermal Transmittance, hsT� 5.28 BTU/hr/ft'1'F Test Specimen Standardized Thermal Transmittance, UsT 0.50 BTU/hr/ft'/°F Based on the listed test results, the standardized thermal transmittance of the test specimen (UsT) was determined to be 0.50 B7U/hr/ft21'F. An estimate of the experimental uncertainty for these results is available upon request. This test method does not include procedures to determine the heat flow due to either air movement through the specimen or solar radiation effects. As a consequence, the thermal transmittance results obtained do not reflect performances which may be expected from field installations due to not accounting for solar radiation, air leakage effects, and the thermal bridge effects that may occur due to the specific design and construction of the fenestration system opening. Therefore, it should be recognized that the thermal transmittance results obtained from this test method are for ideal laboratory conditions and should only be used for fenestration product comparisons and as input to thermal performance analyses which also include solar, air leakage, and thermal bridge effects. r Portal, Inc. - 5- NCTL-110-9153-6 I Per the client, the test specimen described in this report was a production line unit submitted for initial certification and plant qualification. Detailed drawings were available for laboratory records and compared to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four(4)years. results obtained apply only to the specimen tested. This report may not be reproduced, except in full, without the written approval of National Certified Testing Laboratories. Testing described in this report was conducted in full compliance with NFRC requirements. Ratings included in this report are for submittal to an NFRC licensed IA for certification purposes and are not meant to be used for labeling purposes. Only those values identified on a valid Certification Authorization Report (CAR)are to be used for labeling purposes. NATIONAL CERTIFIED TESTING LABORATORIES rSTIN�LB UPP Technician J� PATRICK D. REIN Engineering Manager Person-in-Responsible Charge JLB/amb 375-381 ESSEX ST., SALE14 MA 1� G684 70054.000' WN 71— p •— M,{ < UJ '� m '� Kf' aty Y �. Ak rf J�Ya l J �I.iTT'•.. i ,Y;'` r ,Y r .. J wl r El BLDG. HEIGHT = 26 1 z o m W i d r,. 5d�`t i . , '.. ♦i .4� ' x,15 r'm�:`- 5,�, W W p W #1 � W T i ry T T T - R=99.6 w � I G T c ---EMR---EMRTM H GLO EMH E E ll O o . N 44: >. wv R-99 88 N Z (� E PROP 2" WATER I E MH = 0 � w ' W FF 0 .v t RCI�, iT H p1�1H PROP 6 WATER LINE c� c� i Y fid J��J'� ,w " it M " I— F Q d' J N ESSEX ST PROP 6" SEWER LINE R=100.50 S S CS S LLI S— o IQ t o ° Gr ,ite Curb 899.3' E < w < w oc x v < < o COncrE Sidewalk E CTV o o N o ' S66'38'45"E o CD m X DOOR SILL Ei 1 g w v ¢ "�y r�_� yyf'. .., M `t " i .a..a,f M r r e '• x '�J.�S; e L3 cc) ,Z. .�..,• �l .. . . c . i y o #275-281 ❑BR=99.55' o� ' ' Q ' 1 MILE 4.72. ' EXISTING 4 Sty. m Brick Building ~ o MN TN Concrete Sidewalk n Map 26 Lot 446 p rn s a b 1000 FEET 0 Eli 100(1 METERS 0 C N/F �f , W < PROPOSED CONDOMINIUM Deiulis Properties LLC Printed from TCIF01 @2001 htatiDital rTe!ogxap1& Ho (wrw.to o.coin M CONVERSION 267 Essex St. vc..v �S oo Deed Bk. 14145 Pg. 324 M BLDG. HEIGHT = 23'1 v 0 Map 26 Lot 445 N DOOR SILL EL= ' C)U-) �„ oM °,° m N/F to oN oCCac Deiulis Properties LLC t°Pr+ r co Na o 0 0 0 c� o Li N 0) a n $ 265 Essex St. I () N N Bit. Conc. Deed Bk. 14145 Pg. 324 m� Z Parkin m m 00 M rn LO m m co '- g `} r) r) N Y Y Y Y Y Y BLDG. HEIGHT = 56'1 U o °o as o oo Municipal Parking Lot a CB Z m m m m m (j v 11 R=99.55' w 0 C C C C FINISHED GRADE m o a N Sl TE DA TA w 0 0 0 0 0 d - - - - 2" CORPORATION BLDG. HEIGHT = 59'1 moi ° , N M N STOP < I DOOR SILL EL=100.7 LEGAL REFERENCE: 4569/471 cuR6 Box 0 ASSESSORS MAP 26, LOT 447 2" CURB STOP o DOOR SILL EL=100.7' W/DRAIN m DOOR SILL LOT AREA: 7,534sff ZONING DISTRICT: B5 TO BUILDING E G_ (62.5') E =10 Gran YEAR BUILT: 1900 O o-+ ®' 2 N69'31'02"W Bluestone oc Ryt 01@1' O 59.40' Pavers 1 F WAY C SOLID CONCRETE BLOCK i # iy _ O OR FOOT PIECE y9 0 _ COV OH �'1 Mailb ,oC � v) Q O) COMPACTED GRAVEL GAJ Gran. Q .ter^ o PROP WATER SERVICE 0 Curb //�\� l[�I 6" DUCTILE IRON ^ p N F N LEGEND V D i J W 2' WATER SERVICE ` 1 Ma 26 Lot 448 Q N MECHANICAL JOINT w / 100 N W GATE VALVE O N Blue Stone Alley LLC i o N U) E Lo 7 Crombie St. N � wv lJJ F - N to Fes, 1 Deed Bk. 24673 Pg. 542 M WATER GATE O - w 0 0 C o G aGAS GATE Z N O I e�j r D z M00 otA MANHOLE Q H O N 2 00 00 ao BLDG. HEIGHT = 27'f Co CATCH BASIN O Q Z X a °^o F��1 AFI TELEPHONE MANHOLE _j � � g N r^ J oma' MISC. LTJ (m DRAIN MANHOLE Of 0 V) Z WA TERMA IN THRUST BLOCK i J � w I E0IA ELECTRIC MANHOLE i la W W `lj 00 CS CURB STOP Q 00 DETAILS N69'30 06"W 0 SEWER MANHOLE N U N O m TYPICAL JUNCTION DETAIL - GSG � 123.01' GAS SERVICE GATE LO ry CTVCABLE TV Z ['�I (Not to scale) ' 3 ° Q lel X4 HYDRANT U Of 1.000 o IRON PIPE OR ROD J W P X 0.0' EXIST SPOT GRADE Q O 0 N TEE BRANCH NOTES IN 12" MAIN Q 1. TOPOGRAPHY, PROPERTY LINE INFORMATION AND SITE FEATURES WERE OBTAINED W 6" PVC SERVICE FROM AN ON THE GROUND. SURVEY BY LEBLANCE SURVEY ASSOCIATES PERFORMED APRIL 2007. z MIN SLOPE 2.0% (F�d W �— MAX SLOPE 15.0% 2. THE LOCATIONS OF ALL EXISTING UTILITIES ARE TAKEN FROM EXISTING AVAILABLE INFORMATION AND SHOULD BE CONSIDERED APPROXIMATE. TrHERE MAY BE EXISTING LINES L1J OTHER THAN THOSE SHOWN HEREON. THE CONTRACTOR SHALL BE REQUIRED TO CONTACT F-- THE PROPER UTILITY COMPANIES AND DIG-SAFE PRIOR TO BEGINNING ANY CONSTRUCTION ON THE SITE. OUR FIRM DOES NOT WARRANT WARRANT OR GUARANTEE THE LOCATION I / OF ANY UTILITIES SHOWN HEREON. 3. CONTRACTOR SHALL CALL DIG-SAFE AT 1-888-DIG-SAFE A MINIMUM OF 72 HOURS, r ++ EXCLUSIVE OF SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS, PRIOR TO BEGINNING ANY U + + + + EXCAVATION AT THE SITE. Ld Q ++++++ ++++++ UNDISTURBED SOIL 4. ALL CONSTRUCTION IS SUBJECT TO THE APPROVAL OF, ,AND THE GRANTING OF ALL + + + + + + + NECESSARY PERMITS BY, THE CITY OF SALEM. THE CONTRACTOR SHALL BE z Z + + + + + + RESPONSIBLE TO VERIFY THAT ALL PERMITS ARE IN PLACE PRIOR TO BEGINNING V J CONSTRUCTION. BELCH MARK: < 6 " SEWER SERVICE CONNECTION 5. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND 0#1�#2 PK NAIL IN PAVEMENT EL=99PK .18'NAIL IN PAVEMENT EL=100.00' I W Q LOCAL SAFTEY CODES. J f� (Not to scale) 1 0- 6. THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT ALL WALKS, ASSUMED DATUM STREETS, TREES, UTILITIES AND PLANTINGS ON OR OFF THE PREMISES, AND SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE OR OTHERWISE MAKE GOOD AS DIRECTEDED 7. THEOWNER'S OCONTRACTORIG SHALL REMOVE FROMREPRESENTATIVE THE SITE ALL RUBBISHOTHER AND DEBRISCAUSED. DURINGSCALE W I W SITE CONSTRUCTION. 20 0 20 40 I u J J SCALE, 1' = 20 FT. 8. THERE ARE NO WETLANDS ON OR AFFECTING THIS SITE. ( /1 375-381 ESSEX ST., SALEM MA { GS84 70054,000' W '"" %M` Fys : � i .Y f t tis r'�,:• 'ti t •> > {'9� �+5� �•�`�: O a- LO "�».. � r r� �tJM' .. � .ti• ��ra , er?y 5 , �,�`,�ryr��,,,+tit,' z f vi � ... f �k(/r i a d r .� fi,, •: - +. r 4�;� ,�P tl , �SI r � '; i+ w, f0 M \I cJ / '� � m- e.W J _;�jl�,t� a,' . .5 �"':�,, ca �lfh}�' '' �, f r3 .� .+• JI ..."' ywti I rE „i t ttY erl R1' kd.` a V'f'�• { ' S � V�;" {R rif - .. r_=—...�• f r t7 '`� ^ '`lu.f X5 1�.Y}`' ',. — N n BLDG. HEIGHT - 26'f � � z �h} 0 �r Y %k !r Y e i, .M W W W 1_ w q � 4 ' Y } d',vy� � '■'" �* rr 1„ O R=100 3' 7 w LiT _-0 w T -0-- T — T T R=99.6 rn n1 . EMH I G G — {- TMH o n � n 'f ►a aq � e >I48 V � 5.: y - R=100.4' E —Pcli ROP 2" WATERS I E E 99R= 8' w IMH = 0 N n� z v 0 ESSEX STREET e Iry ys a _�+ti{'' 4 w Fh►6 * 4 . +.''rr n;. ''S 4 7• MH O H PROP 6 WATER LINE W -O 0 L) > a <r � 0 KM f r R=100.5'0 PROP 6 SEWER LINE S t 1p r w rqS S c� S 0 3 - t � '�� rce �:, r.r y. 1,+ v ,� CS , Z Z Y W �' K 1 1 A d,� 1 ` 119dfS� �' C � h--y ,< d. rh - '!,.} 11f r rr 't .M. r ° ° Gr I.Ilte Curb 899.3 0 l + �4 � ' 0 _ oncr Sidewalk �irs< $` �t + �{ 1 1<t v of S66'38'45"E —C1fV o U 8 7� , Y� ` ,7'1r h1. �, E 51+x,°`_ z rr l'3`' i {~` wv x - 0 sn X DOOR SILL a' EL=100.6' w y# ,� `^n - >( 4 ` '. , rr .: r" � i i• � r. w SAA. w m CB Ei R=99.55' /275-281 G584 70°54,0001W j � w 4.7' EXISTING 4 Sty. a N IdlN 1 MILE Concrete Sidewalk J Brick Building z 1 FEET U ion MURS � � � Map 26 Lot 446 � o �, / rn N F PROPOSED CONDOMINIUM Deiulis Properties LLC 0, To �><utted from TOPHI 0001 hlatiortel Geo 8 �t1C HO �W17f4*l.t01 D.CD1Tl} m CONVERSION 267 Essex St. I$ oo Deed Bk. 14145 Pg. 324 Mf { ° 41 BLDG. HEIGHT = 23't O 3 Map 26 Lot 445 11 to N DOOR SILL EL=100.7' t Ln `t 0 ao M M / to NN NMMI� ,p Deiulis Properties LLC `ate at cin NI N oaoa 265 Essex St. C140 N V) Bit. Conc. Deed Bk. 14145 P 324 M-1 Z M In M a, 9' < + Parking y'a m Co 0 M M N N V) -Y -Y oaYaYaYa . o o o o Municipal Parking Lot o 3 CB Z m m m m m FINISHED GRADE U ❑ R=99.55' � � � � SITEDT4 2" CORPORATION m� � � w o a_ a o_ a_ BLDG. HEIGHT = 59't o a Ld N M d to Of STOP CURB BOX < <j DOOR SILL EL=100.7' LEGAL REFERENCE: 4569/471 � o ASSESSORS MAP 26, LOT 447 W RAIN stop LOT AREA: 7,534sff RAIN a DOOR SILL EL=100.7' DOOR SILL To BUILDING I " (s2.5') E =10o ZONING DISTRICT: B5 _ E to �_ r Gran. YEAR BUILT: 1900 O SOLID CONCRETE BLOCK n OR FOOT PIECE �' #2 N63'31 02"�I� Bluestone Rte: R11 0!@1' — O CTV MH �yri 59.40' Pavers 1 F WAY _ C — _ t' Cn O O Moilbo .oc O O �I •••..• COMPACTED GRAVEL '(�I < 0)G O Gran. o 2' WATER SERVICE P(20P WATER SERVICE Curb Y 6 DUCTILE IRON /� 3 W MECHANICAL JOINT I\�1, Map 26 Lot 448 LELLIGEND Q < w GATE VALVE �, IL : N/F N -coNJ w Blue Stone Alley LLC I1 ~ < a m 1 O N LW U) L_ (MO 0 m A 7 Crombie St. N � ,� a o v Deed Bk. 24673 Pg. 542 N MGG GASEGATEWATR GATE U) Or p W o 0 o Z CA U Cr Z W z cmu off MANHOLE ft Z O N U W 00 �^ co BLDG. HEIGHT = 27't o CATCH BASIN O_j 0 < Z X MlJoff TELEPHONE MANHOLE g N z li. rr^^ z ® DRAIN MANHOLE _ 2 F- W v1 WA TERMAIN THRUST BLOCK ! E0 ELECTRIC MANHOLE � U_ LJ 0 CS CURB STOP 01 W r < 0000 DETAILS l 7 N69'30'06"W ® SEWER MANHOLE It (n U N O m TYPICAL JUNCTION DETAIL (Not to scale) 123. LO 01' csc GAS SERVICE GATE by CTV z ��II ^T a CABLE TV Q iD HYDRANT U W tLI I`� ^ o IRON PIPE OR ROD Z 1 P N X 0.0' EXIST SPOT GRADE 13- 0 0 < O N TEE BRANCH NOTES L U IN 12" MAIN 1. TOPOGRAPHY, PROPERTY LINE INFORMATION AND SITE FEATURES WERE OBTAINED M 6" PVC SERVICE FROM AN ON THE GROUND SURVEY BY LEBLANCE SURVEY ASSOCIATES PERFORMED APRIL 2007. MIN SLOPE 2.0% �F�d� nLi �-- MAX SLOPE 15.0% LOCATIONS2. THE NOLEXISTING UTILITIES EXISTING FORMATIONAND SHOULDBECONSIDER CONSIDERED APPROXIMATE. THERE MAY BE EXISTING LINES W OTHER THAN THOSE SHOWN HEREON. THE CONTRACTOR SHALL BE REQUIRED TO CONTACT / /1 I / THE PROPER UTILITY COMPANIES AND DIG-SAFE PRIOR TO BEGINNING ANY CONSTRUCTION V J ON THE SITE. OUR FIRM DOES NOT WARRANT WARRANT OR GUARANTEE THE LOCATION OF ANY UTILITIES SHOWN HEREON. I ' + 3. CONTRACTOR SHALL CALL DIG-SAFE AT 1-888-DIG-SAFE A MINIMUM OF 72 HOURS, + + + EXCLUSIVE OF SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS, PRIOR TO BEGINNING ANY ElU + + EXCAVATION AT THE SITE. I - + + + + LTJ ++++++ ++++++ UNDISTURBED SOIL 4. ALL CONSTRUCTION IS SUBJECT TO THE APPROVAL OF, AND THE GRANTING OF ALL f /� +++++++++++++ NECESSARY PERMITS BY, THE CITY OF SALEM. THE CONTRACTOR SHALL BE Z z r ^ Vr ^J RESPONSIBLE TO VERIFY THAT ALL PERMITS ARE IN PLACE PRIOR TO BEGINNINGCONSTRUCTIONBENCH MARK: V J V J 6 " SEWER SERVICE CONNECTION 5. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND A#1 PK NAIL IN PAVEMENT EL=100.00' W Q (Not to scale) LOCAL SAFTEY CODES. A#2 PK NAIL IN PAVEMENT EL=99.18' 6. THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT ALL WALKS, ASSUMED DATUM //-yy-� STREETS, TREES, UTILITIES AND PLANTINGS ON OR OFF THE PREMISES, AND SHALL W BE RESPONSIBLE TO REPAIR AND/OR REPLACE OR OTHERWISE MAKE GOOD AS DIRECTEDED (v BY THE OWNER'S DESIGNATED REPRESENTATIVE ANY SUCH OR OTHER DAMAGE SO CAUSED. SCALE I 7. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL RUBBISH AND DEBRI DURING ' SITE CONSTRUCTION. LJ J 20 0 20 40 SCALEI 1' = 20 FT. 8. THERE ARE NO WETLANDS ON OR AFFECTING THIS SITE. ADJACENT LOT .o >n •5 V 77 X ..',.{.S 11 F.1 '... ,.t ..-.:re.. ,.'_:. .... ..:... .,...:...>...a.•..• ... ,,. -......r ,. 1., : a l .n:.,._. a.., .n..... ....' a, e ..... ., .,♦ '.: , ,_, t .,: ... u. .. , r ,.. . ...,: ..... ... ,.... , ... .. ,.. a. J.r. .. ... .. vY_"rrv.,.,. ..i._i.... J'.a r.x t`..x......��.,.. . . r\. . nx Yxei1 new _ _ P .: .' ..... . 5n,...... .,. r _ :t. w (' G •_ .Yl. . - • • • mech above Y:, - - - - - - - -- - - - Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage J Mechanical Unit Untt Umt Untt Untt Untt Unrt Unit Unit Unit vvX :Drn / \ I (n VERIZON CELLULAR \\ \ existing mechanical / \ 'a' Water meters Storage Storage Storage Storage Storage Storage Storage Storage Storage Storage .J Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit v� H v m Ws-1 C ac7i — - - - - - - - - - - - - - J Mi ... i On C y; 4-Ji _ =777777 W 4 O T u j Q N wtm Y- .. ,-� M r - - - - - - - - - - - - - - - - - -- - - - - - I C/] M ,. it I � � � � •U fire stair above I r I I I Trash room bA I I Q) IL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � L - - - - - - - - - - - - - - - - - - - - � 00 N� t V � O h00 v t C��b 00 �Y. CN 044 Nr. Wk. 3056 SF Retail / Storage O 09 •� V) 471011 �• N r!j x , •� ,, a wl • •f-1 �� Elevator Machine room •• MM 00 t Verizon shaft r VW N IC Fr� ti. ....,. re♦ _ .. .. .. _.:' if. . . ...�, .. . CI M O M \ 3 CROMBIE STREET r Al 00 ADJACENT LOT ` Q a;Y� ,.. -.r., s ,. :::..,.. �r.f?.'...f., .e.... i .. : . «,. . ...,.. x f '4 ♦. - _ _ •, r o - - I^ Q 1679 SF Commercial / Retail0 /O W C all 1044 SF 2 bed / Z bath I� work/live .�d �(n 1� N aiimpo a ,4 - -DO M i TA V OO ..1� N 0) mailboxes u i `o x "u 00 uj Q gmaFi T I 0 000 W N ►"3 ID F� �V •ii d ' 'EMI1 TFr v� MDown aA .� _ - a) ul 563 SF \ II I 1 bed / 1 bath co In k'; I i 00 00 i a U0ro I I I U 00 ID I I V I I N aaw II ' 1131 SF I 824 SF Commercial / Retail I I Commercial / Retail II I I � •� II o II o Y I I '; U •r--'1 � ao I•T . •rMl I I Verizon shaft �p� • II W 00 II cl t- °� .1.: r� ��l��r.. I i°;` rtN -e i" .., '-'X rrr-♦ .', l:�i. ' � e x {%' �y'r � r..'rw: sit :�y� i%. .a i:= ry Iw 4 •�i:�i t_`. �.'. ?Y tii E;:}.' a < S at .�[ , 0 0 CROMBIE STREET o 0 waSwl Av A ALL ADJACENT LOT 5 a ) - . .l . . s ... G t .. _. :,. i, • .. v .x. a 7 0 W G ° o � O 1222 SF O 2 bed / 2 bath L work/live . J' W 4-J c 919 SF 1 bed / 2 bath N--1 ❑ work/live c { H c n 00 � aPs 0 0 o k�m 00 at c .. M Q N Ntfx LU- o 00 r-I m d LL Vr^J x FE ° O o� 0 ° 00 C w ° 00 00 • ) IDDc wit 7E] o ❑ 0 oil •N A s b SF 2 co 2 bed / 1 bath � MtPh `' Ot i N 5t O 1 07 O �` o r .. Qa E9, Na i °O ° / 790 SF 1 bed / 1 bath • ! j work/live o M � a� � 997 SF o _ ,r , .:.,: .,. , -• - o 0 916 SF 2 bed / 2 bath C b 2 bed / 2 bath work/live r---1 rT Verizon shaft W -44 rF .>``F- ♦ y, 77,79,', .i .y y SA:. t• New Window Adjusted Window 10 O CROMSIE STREET •P-4 o 0m ~ y SAA Al 02 - A l 04- ADJACENT LOT •� A Y Existing roof Drains F--I LIQ O C H N Ln00,4 .00 0D � �r 1 ..00 ' CYC O)ON 11 1 Q N Wt � El El xI New HVAC Equipment for residential units Existing HVAC Equip. a t� y g on raised platform Existing roof a • Pf (3) (Verizon) Access hatchbJD t/1 o V1 CU 00 co inN . , I .. Q) 7 O NOD �ID V O� Line of existing Existing Elevator cornice Penthouse 4 w 0 .0 r..., . � W U �400 O O N CROMSIE STREET aa � AA Al 05 8 Old o ao „ oo a-4 o-oz V) 75 �w z o •0 II II I II I 'S T -9 En Hxw � aaw ' w L- 0 Ll 0 m E:l 0 L ~ > � inil al 1 w w 42 O' 4.1 � < �� o � Q)ai NC .. Q N NtlKp O W W � D Z 00 "oO x O off ® � •� w co Q ' U oMOb *� DDI O I I I I 00000 c � o tr lu co III o E� U �4 I o �M .� o s ^I II w 0 OQ W 00 p S Bi za W � rn A A o z $ °o S °o °o o 75 $ d m N 'd' co A2 . 1 Repaint existing cornice New Aluminum windows O New signage & lighting / a New up/down lighting —� � a J Existing Storefront to remain Repoint existing brick W 11 MH 1111111 4th Floor Ceiling. MRP [IF] F I JL L J -1 IL .1 D 0 / ; " cow Q FlInn], 4 1 — — — Z) '0 0 j ro ¢ nrn 0 %D CO 3rd Floor Ceili — o -- '.0 A.- N . (vzM N 11E LIL 11E [I E11 E LOO OD. r �. •�-1 77T 0 PRI Third-Flool, E L�z W 2nd Floor Ceili g .� E � � M aIF00 P — M4) Cq11=R �In 0 E Ivo00 1 JE 11 �C�i�l ❑� + ��1 a aaw Second Floor- 1 st Floor Ceilin • NEW RETAIL ti '� o NEW o _ RETAIL P • • + r U 100 (3) 0 ti II � PROPOSED ELEVATION / CROMBIE STREET P., UU A A2 . 2a i .O a 4th Floor Ceiling -- E co JL1 1 H � MRF ❑❑ i--i L--- j oil Ln co L a *�.I frl� a c m to CC) ^ ' 0 .i 3rd Floor Ceiling w o a ..n L � v°' W Q N N Lf[71E j � ❑❑ ❑❑ ❑ V1 L J ❑❑ ❑❑ v ❑❑ . �V LL— L- 11 . T11ird_Floo� - � .WAD 2nd Floor Ceiling �Q 00 M NN 0 ❑❑ y W CO❑❑ v LIL E❑ U xs v� EIEI 0OL0 E:1 N .. aw Second 1 st Floor Ceiling FFIR o FE110 0 [1000 toco • � ❑❑ EIEI U p4 1:11:1 EIEI .� b-0o .i�^1 , 4-j O N II ti .� 0 EXISTING ELEVATION / CROMBIE STREET w W u A � A2 * 2b u 3 x U U 9 ago o�0 3 tz a z � O •� 'S a Am El El OEI E�l 0 ❑ JE= ❑ EIEI c ❑ ❑ ❑ W ❑ ❑ E:l= El ❑ '—' (L ' AA E N 0 a M I ❑ ❑ �lyWEl I a � � �Cb QCb U > ox W w Q im =aii ❑ CED: (E=D D a ❑ El ❑ , a� . ❑ U „ oma U ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ c. �1 w m N vI 00 cq NO CEI Li Li i O N C u. •L5 'c5 +� 4. LS co cr co I A.203 •O A .U) q Existing Elevator Penthouse A New HVAC Existing Verizon HVAC platform @ Resident units _ F7 E:1 „> New narrow spread r up/downlight fixtures. ,- Per elevation cal hY. New Metal Building O + T identification letters on rigid MM Q) standoffs. 14" high typical. W Final project name to be E determined. k--I " Foruth FloorLn C J - r- New Aluminum Double c n Hung windows. a, Ln CO i M 3 1/4" Thermally broken m ¢0 m Frame. 7/8" low E Z) =3 c c nm N insulated glass u : No Hartford Green a .LJ o �m 0 - R IZ- 3: WC L N N L Third Floor All existing brick to be W Q �+ ma� a E +-rt A i,. ,.., t_e '5 _ .-. .4. a ..... ,. .n`-. •.,.�_..�.. _..._is-... ...f ..+. ._ e_. . 1.1 a, . -77 - � compliance with historic 77777, :.{.. 3 " 1 y U p eds necessaryin y masonry specifications. + New downlight fixtures. (2) Per sign typical U + Revised Signage. A Second Floor Standard wood panel withCO 77,71-,,j': - 4". ry, s r t . .,, n , !> f t.`. applied vinyl graphics. La �� r2. r 1.. - ,iv y G.;:> :: t'^T ,+ f'• :t..':° ; NEW R E� T A I I. sign dimensions: 22" x 144" „�j 1 N vo N b nw New Aluminum storefront. v x p o �'; 2 x 41/2' Thermally broken N aw '" q Frame. Full insulated glass panel infill 1� Hartford Green First Floor " : .-..• ._ :a.:...- is" tt .,".<_,.Py,... ,. .E.J a ,1. ,... a 7.. m 40. • •,�rJ' t, 4 O v BasementVIId O H • r�q / / X IX O •r-I o O � " J� UCz A h a y Existing Cross Section / Essex Street Enlarged Building Elevation Detail [ Essex Street Scale: N.T.S. Scale: 3/4" = V-0" A4462