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CQUISITIDNS � �, '�ry � �, � , I �. . . 7. enoao M � 1 SRNATDGPSPRINGS, � �� ��' *� •�l�� � A�� 4' _ nY i186b yy a f}, Y � � Pro�e�t address �� ;:. .. � . ��;����P Y � RIP VAN UAM ='$ ,� � ���-��' � RENOVA7ION �� "�... . .,,.s . „� � �� , • �� ^�;,,.. '��� . R:Ta�y°^°�25 1 �1866 'li��1 Yf�"�;�, ,,w�l�4�1'� � ` �` .^:'rir 6Aerial ViewNY of Site ;E;,o,,,,.��,.��.,���,,"�,.�,��,��h«:�,,.�:,.��:.�,, Aerial View of Site (Enlarged) 3 , � , , :.} J . ..� � . v 4 �� � . �� � � � `�� � 'il '1't. ����.iR � ,�. y* >^, y 4"'� 49't". i+=�m A , '} � �. i� � � �� � ����� �y��.� +�'j� �+' � ` ����� �� r..��- �f�� i�9 �� .� � ` � �`�—� � lr;>' . , _ �, 4 ,''� , ! _ � � ���. :,, . "� i' � a��x�x,w - � ���-1. _ - _ . ' � � � . ;-t' �, ti,�i� i;i�+� �t�t ; ,� . _� � ' . . „� � �.�- ' . . . � �,- �`�` .,,,a ,�� � �� _ � �. , � r a� ..�...� � i I���,_- �� �•� ��' w..',�+�� "�a.. 63r - ___�. .,_, ,. . �� ° � .b� iN� � �,. � ,. �� �w�a -1��� �'� ,�r� % � �:� �t '��, -. 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I I� ._. --- I. f�� .I���i isrFR 353 I .�,:.„.� � - , I I � � + e�ev 3o�,s Q oaowwr �— — --� C UISITIDNS � __ _ . .. , . _.— ��—_. ceaocc.s,eas LLC. __. ._�. .._ _— ._- .-�. ._ ,� _ _ �_ _ _ _ _ _ _ _ _ _ _ _ e�ev 3ao� :s:eRoaowar , SRNATDGP SPRINGS, h nY i1866 � [�[v=195.s V Proje�taddress °1 ` RIP VAN UAM Front Fa4ade : Replace and repaint all rotted exterior surfaces and replace R�n,ovnr�oN structurally deteriorated wood columns.See Slides 8-for existing photos 87OG,g��w and proposed replacements. ""`�GS Existing Elevations Existing Elevations- Broadway N.T.S. � <<,.,:: . ,Q...:,,:..��. ., .�:.,���:�,��;,.;�.�:�.,�::��, �r-' We are infilling the 2 windows on the south wall of the 353 Broadway to - accommodate the new floor plan layouts for the hotel as well as to block � • /'."�� ' sound and views of the roof top equipment.The 2 windows will be infilled - � with brick and have similar detailing as Adelphi. � . __ ,. - _�� i _.�., ,, . . . �,,, ,..— � -.,,� — . ._ .:.%: ..w.. •..� ......... _ _ __ _ TOP OF PARAPEf ,'..". .._ _...;_..�... ... ' _ _ _ _ _ ELEV=351.76' _ ..���.,.:. f� y� ELEV=350.0 � , .::..:�.. ..:".u- . T0�OF ROOF �•�:. ��� +/18'6�� \ "� r „.: i , %�/ \ �s�.a."wirs � i .� . \ w ccaur �� ��~ � TOP OF ROOF OVER STARB�CKS ��i / _ TOP OF PARAPET This shows the � �� _�� � � � approximate ' ' � P ^�";�Y � -- - - ELEV=332.6' /, ^' area of brick � � _ — ��".`�`�"""�"'��W`� removal needed � — — - � � «�n ; � � _-- . , I� � to be done for �� �� �� � � � � � °�°°' ' I� — _�i� � µ= structural � �� "";���,� � , 3rd FLROVERSTARBUCKS fep81f5. �O ��,�� � O � G � � e�Ev=3z1.3s xave�aex�n,m�o I_ I r ` �AC�PRESEXTATION Qf I m .. wne�Aeerc _ . . I_..�: ... a 353 I � eRoaowwr � ,F — -- cQuisinoHs — , ��.� � o ���^ � �'; _. � - 2ND FLR OVER STARBUCKS LLC. . CO. � I... . . �__. �cancty� —� � _ _ .. . ` . � � ELEV=310.85� SRPATDGP SPRINGS. �— �� .�.. . . . . nY i186b —��---- STARBUCKS COFFEE P�o,efSRdd�ess — . .�. � I I�, � '� �� ? RIP VAN UAM � I .�. RENOVA7ION I li__ . � I I �o ILI ...� _ ._ . �Fr�.� ._�.. �.. ... _... � 35Y9ROROWPY �'.._.. .- . . ..—. GNADE ssuarocssau�ncS,Nv � —_ _ _ _ _ _ �1866 ELEV=298.5' Existing Elevations Existin� Elevations—Washin�ton St. N.T.S. "�PH165OAE � � 6.�F.. <<,,: �Q �,.��. . .�..����.��: �.��.��::��, � �� ' � This shows the approximate area of �- °� "� ��.' � � , brick removal needed to be done for �� ��.< � � structural repairs. �:. - '� ,,.. . _, -- � � � , > �. ... �. _ _ _ , Removal of existing canopy - ° �� ^��'" ±`�� � �` Y �"�' � / � ».� ,'. and double doors. Doors "" - .�... will be infilled with brick to �:� . � .. ,�. _ :� . match existing brick. " "`'"� " -_, , � � �-- ,, _:. -�.--- � . , � * �� 2,,. _,. .�,. � � �- :. _, �,. � ; �_:� �+•�,.,r�'_:^�:-.- :" s.. .w�.. .� .. _ .„.:. :.r. _. - :�..� �� . . .... •,w...� .µ. �, ,., . . � . _ . .� � M . . . . .,. ..� .. ;.. � ,, , . a. , _ . ., .. .. . � `�r.�."��'. . _____ _ We are infilling the 4 windows on the west wall of - - - - � --- - - the 351 Broadway to accommodate the new floor �•rs -- -� ' � E�_„oa � - plan layouts for the hotel as well as to block sound µEp� � and views of the roof top equipment.The 4 = ; windows will be infilled with brick and have similar detailing as Adelphi. � `�� _ � � , � � � � F. <,�F a � �, � .�« �v 3368a � — = E,E�3�,P�,� �� .oPo�aao�o�Ea�.A ��� ,' �� � � .�,� e E�E� 3z6 � ���,� R � .� NOYFH6fN1��20]0 �..�y--vr,�a� _ _- . . . .. . . .. ._. ��—�"—_—_—_ . m �ACPRESEXTATIONQf ` . . � . � _ .- ..... ow�353.�:y p i � � — E�� �36 � eRoaowwr ' \ \ � � CQUISITIDNS m d n � . � \ �_� �' a LLC. _a«, - - �-���- _- - - - �— ,s,aRo.owxi. - -�.. 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"Ay,`y ^5� � � SRNATDGA9PRINGS, �yt.. � nY i1866 � ,m �./ � � � �. y � �°�"'"�IX y' +� � � - ' Pro�e�t Rddress . _ \ � � �*� ._.,„,.,�,,.,,„, . , ^"�• RIP VAN UAM , � � �...... _ w,�,;.�� .�- . _.... ......_� RENOVA7ION � %,G i y��a:°Pa"' . � a... — °�,:8�6�� "'`� Column ' Replacements � �;�frY..,rs-�k, Existin�Column Column Replacement 14 ;E;�o,,,,,��,.��.,���,����,.��.��.,�,.h�,:,�.�:�.,�::��, Endura-Stone� COLUMN SPECIFICATIONS � • MATERIALS: Endura-Stone and DuraStone eolumn shafts are manufactWred of one-piece rotocast fVberglass reinforced polyrner(FRP) ',,.' ,. , with marhfe dust.Our proprietary method of manufacturing our column shafts is patented,with patents applied for on _,,,., the DuraStone pre-coPored,textured column process and materials.This one-piece construction,mmbined with the inherv - ent strength of FRP(pound for pound,FRP is stronger than eoncrete,steel,or aluminum),provides an exceptionalPy higlh � \ �'`i� �_ .,.,..,.,, load-bearing capacity,and a column that is impervious to rot,decay and insect damage.Unlike wood columns,the non- porous,waterproof shafts can be used as channels for downspouts,wiring,and plumbing. A'i� �'� DuraStone�re-mlored columns do not require finishing The shaft material is colored throughout,utilizing UV inhihitors that will rroinrmixe colar fading.The surfaces of�uraStone calumns,caps and 6ases are textured to imitate rough-hewn stone.(Bases for 18"and larger duraStone columns are spiit in half and wil!require reassembly at time of instalGation.) �a �`'� T'FMP1,F.f1F WINTIS lTurrn cn�.irnrru crraar Tm m�a nc N6Cx R[NGJ �� �� 'ti V )�� '-��" Coluiin Capi[al Abacus Scroll Hei�,ht +� �� Sizr He�gh[ Wldth Width AdjusC Column TaperedRoundShafts �^`6� ���� .$'"`,4YF�V'.�^' .r �r .r r. Bororr �m. ` '� 5' 6' 8' 9' 10' 12' 14' 16' 18' 20' 2Y 24' F � � 18" 1&1/8" 26 3/4" N�A 10 1/4'� D a neie�" (;. �pwcn0� 6" J J J 5.. 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Bcl , P�i.«naa�en � 5„ s„ i i/Y, 3�a„ 3/a„ i�z„ i/Y' 3 i/Y' � RIP VAN UAM 8' lo�B' nB" li/s' 7ig" 3/�" i/z" Svs' RENOVA7ION ' io" ls i/z" z�/a" i i/a" z i/o" �/¢" c/o" s s/a" ` (F) 12" 16 S" 23/0" 11�2" 13/&' 1'� 5�3" I]1/4" f� 3SY9ROROWPY ����� F� 46R8TOGSSPRINGS,NY (�7 .. /,. /�. �.. .�..,. /..� � .,,i 8 5/8„ 1 . , (E) 14" 181 2' 3 5 16' 1 3 4" 1 5 S" 11 4' 11 16' i18�6 . -i . . . , � �... � :. �_ ` � --�-�— 18" 2315/16" 41/4" 25/16" 21/s' 1]/16" 11/8" 111/4". �O�Ulllll (e) 20"' 2�1/16'" �-3/4"' 211/l0" 23/8" 13/4" 1�/16'"'� 13'" 24" 321/2" 53/4" 35/lb" 213/16" 21/8" 1'�/a" 153/1"�. Rep�dCelllellt5 �A� +Atti:bases are FRP.Also avallable In DuraS[onc ;E;,o,,,,.��,.��.,���,,"�,.�,��,��h«:�,,.�:,.��:.�,, Column Replacement ' 1 rj i . -HUII.I�'il�l.l>I1�LILl'llUll_II7C. Old Saratoga Restorations Inc. Pa Box 3279 18 Division Strect,Suicc 401 Saratoga Springe NY 12866 $ereto��a Sprin�,VCw York 12866 � . Vh_k518.�8�9007 ,.•'. `. ' wv.'W.b0113Ci0.001t1 To:Design Review GommissiOn ..-.��.� city of saratoga springs � "��- ' - 474 Broadway .. ....... Attached are a few pictures of thc po¢h mlumns cepitals on rf�e ea5[side of the Rip Vau saranoga springs nv rza66 November m,zozo �'�-�.�•."� Dam_As cen bc sccn in chc piccures,thc wood has rocccd ec chc rop and thc cap platc is bcn�Ac various columna Capi�als I and 6 are roued and al Capitals 2 nnd d,ihe cap plate has ben1.Al che bases,rhere is similar dereno�anou wich mtted bases aud beac oc dispLaced base plares ec a1L aum.e�s of omz ewme.s ofrvew the columns.�Phe coiumn rnateriel eppeais to be in fair conAition from tlie outside benveen the base and[lie top. Based on our cee�ie«�in[he tield.CHA«�o�ld recommend to repaic oc replace Old Saratoga Restorations Inc has been retained to perForm the exterior facade repairs, porch columns. replacement and/or restoration of ihe rzip Van Dam and adjacent Starbucks buildings.We Regards, are thrilled and honored to participate in this first-dass beautification proje<t. Dan We have reviewed ehe applicanYs approvals granted by the board and have analyzed this with our sco e of work documents,the CHA struccural re ort and have since made our sire E.Daniel Olstetl,PE',LEED AP discover P I would Iike to take this o rtunit to<onfirm that a ma'orit f the Power/InfrastructureSectlonManager,Ar�hitecture/Structures yreview. ppo y � yo Senior Stru�tural En items discussed can 6e executed without issue.However,in our opinion the in-pla<e repairs glneer to the existing scructural columns is one item thai cannot be rnasonable executed in a �HA er that can resulf in an acreptable aesSheSic and sSructural matter. O�ce:(518)453-3968 mann ��: _�: ��� Our primary challenge is that within the column assemblies supporting che RIP porch roof, ��' ����� we have discovered va ous levels of failure throu hout.Most notabl the bases and � "K5,MO,Nl,NY capitals however,thcyrall function as one assembty.This has been det iled in the CHA ����,'� w o�� "a. "Structural Re t".These Failures have led to s scemaTic mm e.�c+�p���� por y pression of the building C� 1A components creating disproportionate roof sag teleswping the eniire length of the rooF �y� �9„�y� V a�� struccure.We have also dismvered a mix of materials have been used in the part as well as -�. . .� . '� . . � poorly perfor ing replac ent parts which have been used throughout complicating the xaveNaex an,�mo i n.Our goal is to provide the dient and public with first rate workmanship whi<h we ofi[PRESExTAnoN¢x not perform with repairs.We endorse the applicants request to repla<e all six oF the plasier capitols with a matching replica in cement plascer,all six roiumns in a matching o e.nee se tluracasc(Fhai mimics wood pertecUy)and all six exact replica duracast bases. Wn 353 rc BROA�WAY We have successfulty used these products in dozens of projects here in town. CQUISITIDNS LLC. Thdllk y0u(a�You�consid2�dtiOn. SRNATDGP SPR]NGS, nY i1866 RespectFully submicted, Bab Proje�t address RIP VAN UAM Robert M.West RENOVA7ION President:Old Saratoga Resrorations Inc. 35Y9R0R0 8 OG,=SBP�RING, BONACIO CONSTRUCTION INC. PH:518 504 900] 18 D�rvision SFree[ FAX'S185842566 Saratoga Springs,NV�2866 Professiona I 518-932-6690*osrbob@yahoo.mm LBttBfS :E;,o.,.,.��,.��.,���,,"�,.�,��,�,h«:�,,.�:,.��:.�,� 16 �Bonacio � —Construction Inc. � Novembe.r 30,2020 , , Subject:Rip Van Dam Building � 353-365 Broadway ..-."'.' Saratoga Springs,New Vork 12866 � ��"- � - RE:Brick Removal �T�.�.�•.�..� Bonacio Construction will remove brick as needed to allow for structural upgrades/ improvements to the existing wnnecting stair and elevator enhancements.Replacement brick and mortar will 6e of the same materials removed and or salvaged. Christopher Buskey Bonacio Construction Q�_.`�°.�„cwK �c��'wc �'y�`cnre un'�c'�s� NOYFH6fN]��20]0 �AC PRESEXTATION Qf ow�353.�:y eRoaowwr cQuisinoHs LLC. 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