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20200863 Rip Van Porch Columns Application ' � � ' CITY(�►F SARATCt SPRINGS �F�R oFF��E�5�� . _� ; ., �� A DESIGN REVfEW COMMISSION � � (Application#) �f.,�r City Hall-474 Broa way Saratoga Springs, New Y rk I 2866 Tel:518-587-3550 x.515 fax:5 I 8-580-9480 (Date received) www.saratoga-spring .org ARCHITECTURAL/ HISTORIC EVIEW APPLICATION APPLICANT(S)� OWNER S 1 nota licant ATfORNEY/AGENT Name 353 Broadway Acquisition LLC Dominick Ranieri, Architect Address 365 Broadway 30 Jay Street Saratoga Springs, NY 12866 Schenectady, NY 12305 Phone 518-350-7965 � 518-388-8600� Email corinna@theadelphihotel.com dranieri@drany.com Identify primary contact person: ❑Applicant ❑ Owner B Attorney/Agent �An applicant must be the propertv owner, lessee,or one with an ption to lease or purchase the property in ctuestion, Applicant's interest in premises: 8 Owner ❑ Lessee ❑ Under option to lease or purchase PRdPERTY INFORMATION Proper-ty Address/Location: 351 &353 Broadway Saratoga 5pring Tax Parcei #: 165 67 _ � 7� (fo�ezamAle: (d5.52-4-37) Current Zoning District: T-6 Property use: ❑ esidential B Non-residential/mixed-use Tvpe of Review: ❑Architectural a Historic ❑ Extension/modification (of current apRroval) Summary description of proposed action: At 353 Broadway called The Rip Van Dam (RVD) , Owner wishes t replace the historic existing front porch columns must be replaced with new load baring columns. Attached to this a plication are letters from CHA Structural Engineer Dan Qlstead as well as Letters from Bonacio Construction and fro subcontractor Bob West of Old Sarato a Restoration. All involved feel that the structural replacement colum s selected (See Manufacturer's specification sheets attached} match the historic columns in design and size howevPr, t e material is an Endura-Stone by Pacific and are manu ac ure o one-piece ro ocas i erg ass i o �ier wi mar e us w ic wi no ro an can e er �n�ithctanri thr�Alamantc rear stair and elevator tower's west and south walls will need to ha e a portion of their brick removed to install needed rPnairS antl r�framinn nf thP axictinn G�r�ictiirP tn a�rnmmnrlata the super-structure meet new 2020 building codes for vertical and orizontal ioads.The intent is to salvage and or replace existina brick with matchina brick. Has a previous application been filed with the DRC for this property ❑ No � Yes-date(s)? 1 1-4-2OLO -App.No.(s)? Ro..��e.J ni i�m q APPLICATION FEE (payable to"Commissioner of Finance"): Residential Structures(principal, accessory) $50 Non-r�sid ntial J mixed-use structures (principal) $500 Residential approval—extension(mod $50 Non-resid ntial signs, awnings, accessory structures $I 25 Non-residential mixed-use sketch $150 Non-reside tial approval—e�ension/mod $I 25 Dernolition $350 �`�A "complete" application consists of 1 hard co o n and I electronic co of lication &ALL other matarials as required below: New Construction/Additions ❑ Color photographs showing site/exterior details of existing structur•es and adjacent properties ❑ Site olan,drawn to scale.showinQ existin4&�r000sed construction. � oertv lines&dimensions. reauired&�r000sed setbacks&lot coverage,site features(fences,walks,trees,etc.);on no larger than 2' 3'sheet—smaller preferred if legible ❑ Elevation drawings showing design of all sides of existing&propos�d c nstruction—label dimensions,colors,materials, lighting(fixture &lamo tv�e.wattagel.etc.-include com�ass bearin�&scale:no I<irge than 2'x3'sheet—smaller�ermitted if legible ❑ Floor plans for proposed structure;on sheet no larger than 2'x3'—sma ler permitted if legible ❑ Product literature,soecifications and samoles of oro�ased materials an colors Change in exterior building materials (windows, doors, raof„sid ng, etc.),or color(in non-residential districts only) 8 Color photographs showing site/exterior details of existing structures a d that illustrate affected features ❑ Elevation drawings showing all sides of existinQ&or000sed constructio —label dimensions.colors, materials, lighting(fixture&lam� type,wattage),etc.-include compass bearing&scale; no larger th�an 2 x3'sheet—smaller permitted if legible � Product literature,soecifications and sam�les of�r000sed materials an colors Within front yard setbacks in Historic Districts only �Fro�t setba� s:UR-I &INST-HTR=30�;uR�=�s;uR-z,UR-3&NCUD-I=10�� - Installation, removal or change in material of drive-and walkw<�ys - Installation or removal of architectural, sculotural or vegetative scr ening over 3' in height - Installation of accessory utility structures or radio/satellite transmis ion/reception devices (more than 2'diameter) For any of above: ❑ Color ohotoeraphs showing site/exterior details of existin�structures. nd of adiacent prooerties ❑ Site plan showing existing&proposed construction: include property li es&dimensions, required&proposed setbacks&lot coverage,site features (fences,walks,trees,etc.) street names,ce�mp s bearing&scale; no larger than 2'x3'sheet—smaller oreferred if le�ible ❑ Product►iterature,specifications and samples of proposed materials an colors Si�na�e 0 Awnin�s ❑ Color photographs showing site/exterior details of existing structur•es, nd adjacent properties ❑ Plan showing location of proposed sign/awning structure on building/pr mises:no larger than ( I"x I 7" ❑ Scaled illustration of or000sed sign/awninQ structure and IetterinQ(�ron view&orofilel:i�c(ude all dimensions of structure;tvoe. dimensions and style of lettering or logo;description of colors, materiabs, mounting method and hardware ❑ Descriptions,specifications of proposed lighting including fixture&lam type,wattage, mounting method,and location ❑ Product(iterature.specifications and sam�les of oropased materials an colors Demalition ❑ Color photographs showing site/exterior details of existing structures, nd of adja�cent properties ❑ Site plan showinQ existing and anv�ro�osed structures- include dirnen ions,setbacks.street names,compass bearin�.and scale ❑ Written description of reasons for demolition and, in addition: ❑ For structures of"architectural/historical significance",demonstrate"good cause"why structure cannot be preserved ❑ For structures in an architectural distritt that mi�ht be eligible for li ting on National Register of Historic Places,or for a "contributing"structure in a National Register district(contact�City sta�, provide plans for site development foi{owing demolition- include a timetable and letter of credit for oroiect com�fetion Telecommunication facilities ❑ Color photographs showing site/existing structures,and of adjacent pr per[ies ❑ Site plan showing existing and �r000sed structures:include dimensions,setbacks,street names,com�ass bearine,and scale ❑ Scaled illustration of proposed structures:include all dimensions;colors materials, lighting, mounting details ❑ Consult Artide 240-I 2.22 of the City's Zoning Ordinance and City staf to ensure compliance with requirements for visual impact assessrnent and existing and pr000sed vegetative screening Re.,�Go.+m i�n i o Request for extension of current appraval ❑ 6cfentify date of originaf DRC approval: Current expi tion date: Org.App. No. ❑ Describe why this e�ctension is necessary and whether any significant changes have occurred either on the site or in the neighborhoocf. SEQR Environmen�ai Assessment Form ❑Applicants proposing the following must complete"Part P'of the SEQR Short Environmentai Assessment Form(avaifable here: htto://www.dec.nv.govldocs/permits ej operatians pdfiseafpartone,�d�: -�onstruction or expansion of a multi-family residential structure(4 un ts +} -Construction or expansion(exceeding 4,000 sq.ft.gross floor area)o a principa!or accessory non-residential structure -Telecommunications facility,radio antennae,satellite disnes - Demolition Disclosure Does any City of�cer, employee or family member thereof ha�e a fi ancial interest (as defined by General Municipal Law Section 809) in this applicatian? E7� No ❑Yes- If yes, a statement disclosing the name, residence, n ure, and extent of this interest must be�led with this application. Certification (Jwe, the property owner(s), ar purchaser(s)/lessee(s) under eontrac , of the land in question, hereby request an appearance before the Desi�n Review Comrraission. By the signature(s) artached hereto, I/we certify that the inforrnation provided within this appiication and accompanying documentation is, to the best of my/our knowledge,true and accura e. I/we further understand that intentionally providing {alse or misieading information is grounds for immediate denia.l of thi application. I/we hereby authorize the members of the Design Review Cornmissi n and designated City staff to enter the property associated with this application for purposes of ccsnduc�ing any neces ary site inspections relating to this application_ � Furthermore,i/we agre��to meet all requirements under Articie VII or Historic Review or Article V{II for Architectural ReviEv,!a��'Zo�jng Cade of the City of Sarataga Springs. ,� , , .�.��. i.",� f�..''�-''1�-"% Date: �l l ��;�'" '�'�,� � (applicant signature) —�'� `� Date: (applicant signature) If applicant is not the currently the owner of the propeF-ty, the cu�re t owner e-nust also sign. Ovvner 5igr�ature: Date: Owne�Signature: Date: R���P�I ni r�rno FOR OFFlCE USE ONL This application has been reviewed by the Zoning Enforcement Offi er and is being forwarded to the Commission. Signature: Date: Additional Comments: Ro.,��o.l M��n,o � Bonacio � Construction Inc. November 30, 2020 Subject: Rip Van Dam Building 353-365 Broadway Saratoga Springs, NewYork 12866 RE: Brick Removal Bonacio Construction will remove brick as needed to allow for structural upgrades/ improvements to the existing connecting stair and elevator enhancements. Replacement brick and mortar will be of the same materials removed and or salvaged. Christopher Buskey Bonacio Construction �..�..�� .., 4. ,., � ., „„ � � „ � � ...... �,..� ..��� � I�c�r�t�c.ir� �,{?I1�t1�L1L:�1{}il, I.nc.. 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Ph.# 518.584.9007 www.bonacio.com Attached are a few pictures of the porch columns capitals on the east side of the Rip Van Dam. As can be seen in the pictures, the wood has rotted at the top and the cap plate is bent at various columns. Capitals 1 and 6 are rotted and at Capitals 2 and 4, the cap plate has bent. At the bases, there is similar deterioration with rotted bases and bent or displaced base plates at all the columns. The column material appears to be in fair condition from the outside between the base and the top. Based on our review in the field, CHA would recommend to repair or replace porch columns. Regards, Dan E. Daniel Olsted, PE*, LEED AP Power/Infrastructure Section Manager, Architecture/Structures Senior Structural Engineer CHA Office: (518) 453-3968 u:�i i� u,i' I�� ,i,_' �.: � . "r, t C�I" I1I� ^ u��I"" *KS, MO, NJ, NY �,..,w�,��� �w._ .� � ';;��N�, < ::,r Improvingthe World We Live In BONACIO CONSTRUCTION INC. PH: 518.584.9007 18 Division Street FAX: 518.584.2566 Saratoga Springs, NY 12866 � �i(113cLC.1() �',(}114�1"�I[;�1(}ll, �r1C.. 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Ph.# 518.584.9007 www.bonacio.com 72�$4 . LTE�� a pacificcolumnscom ^� �; � �: 12:34 ..l�[� i pacJrccolumns.cani � � � �� �h C5.' : ,�, � , ���' � °` �•r p : � � r �:�, ��^ ��� � , TEMPLE OF WINDS GAF 6'7'raL f tbacus Width Scroll��`:!:; � BS 7(B2 ll�flE' ... s�� � � � _c � .. . GC.��UIt�N SPECI�'€4;��,"I`li7"JS � i i �, ,i . ,. BONACIO CONSTRUCTION INC. PH: 518.584.9007 18 Division Street FAX: 518.584.2566 Saratoga Springs, NY 12866 � I�c�r�t�c.ir� �,{?I1�t1�L1L:�1{}il, I.nc.. 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Ph.# 518.584.9007 www.bonacio.com 12 34 . �re� �pacificcolumns.com �, 5mc ;, , — "�- Ready aintec�l_ ' � �P nf i� �;����al and A�tti�; ���� aer.ES2020ATPSP�ATTVV �F �: A�: ;C D 8 � A � arnc�ase i Torus Total� B G D E F B- 3/a" 2-6/a" 2-3/e�� �_��4�� 1_3/�" 1$ —�--^i �„'�.-�_Q �tg�� � � � � � BONACIO CONSTRUCTION INC. PH: 518.584.9007 18 Division Street FAX: 518.584.2566 Saratoga Springs, NY 12866 Endura-Stone� COLUMN SPECIFICATIONS MATERIALS: Endura-Stone and DuraStone column shafts are manufactured of one-piece rotocast fiberglass reinforced polymer(FRP) with marble dust. Our proprietary method of manufacturing our column shafts is patented,with patents applied for on the DuraStone pre-colored,textured column process and materials.This one-piece construction,combined with the inher- ent strength of FRP (pound for pound, FRP is stronger than concrete,steel,or aluminum), provides an exceptionally high load-bearing capacity,and a column that is impervious to rot,decay and insect damage. Unlike wood columns,the ; porous,waterproof shafts can be used as channels for downspouts,wiring,and plumbing. Pacific Columns FRP and DuraStone columns include Flame GuardT"",and were the first in the industry to pass � the ASTME,84-01 Class 1 Flame-Spread Classification tests,achieving a Flame Spread index of 15,and � � � Smoke Developed Index of 335,well below the allowable SDI index of 450. Six-inch through twelve-inch diameter(up to twelve foot in height)standard FRP shafts are factory sanded. Larger shafts (and square shafts) may require field-sanding prior to installation.All shafts are shipped unfinished,and we recommend finishing with a high quality 100%acrylic latex primer and paint. DuraStone pre-colored columns do not require finishing.The shaft material is colored throughout,utilizing UV inhibitors that will minimize color fading.The surfaces of DuraStone columns,caps and bases are textured to imitate rough-hewn stone. (Bases for 18"and larger DuraStone columns are split in half and will require reassembly at time of installation.) ROUND COLUMN SIZES: Round tapered and non-tapered shafts are available fluted and unfluted in a wide range of sizes. Flutes in most 8", 10" and 12"diameter tapered shafts are molded right into the shaft,providing consistent lonic fluting.All sizes can also be custom-fluted for specific opening heights,and adjusted for the cap and base chosen.When shafts are custom fluted,typi- cally the flutes end 1"above the base. (See our Endura-Glass specifications for information on 30"diameter columns.) Tapered shafts have a modified architectural entasis,with a Tuscan style astragal for authentic styling.Since these are molded products,some sizes may vary from the 1/3 straight to 2/3 tapered ratio. Please see the tables on the following pages for exact information on the shaft tapers,and top and bottom net diameters,fluting,etc. Non-tapered shafts have no astragal, providing a more contemporary look. Column Tapered Round Shafts Column Non-tapered Round Shafts Da eter* 5' 6' 8' 9' 10' 12' 14' 16' 18' 20' ZZ' z4' Da eter* $� 10' 11' 12' 14' 15' 6" � � � 8» � � 8" � � �• �• �• 10" � � 10" � � �• �• �• �• 12" � � �• �• �• �• � �• 12" � � � 14" � � � � � � � � 14" � � � � � � � � � � � � � 16" � � 18" � � � � � � � � � 18" � � � � � � � � � � � 20" � � � 24" � � � � � � � � � 24" � � � � � *Actual shaft net diameter is 3/8"to 5/8"smaller than nominal size shown. �Available unfluted;•Available with standard flutes. COlumn Non-tapered Square Shafts Bottom SQUARE FRP COLUMN SIZES: width* $� 9' 10' sz' sn' 16' Square non-tapered shafts are available unfluted,fluted,with a double raised 6" � � panel,or recessed panels. In addition,custom fluting is available.The astragal $" �'°• �'°• �'°• is molded into the shaft for consistent spacing and simplified installation. (See 10" �■ �■ �■ � our DuraGlass specification pages for information on square tapered and non- 1Z�� � � � � � � tapered light-weight columns.) 14" � � � � � � *Net shaft width is 1/8"less than nominal size shown. �Available unfluted.•Available with standard flutes. d Available paneled. ■Available with recessed panels. Pacific Columns, Inc. � 1-800-294-1098 � ��.pacificcolumns.com Endura-Stone ROUND SHAFT SPECIFICATIONS ROUND TAPERED SHAFTS: Standard FRP column shafts are the same height as the listed size.Tuscan and Roman Doric caps and bases,and Attic bases go around the shaft,and do not affect the overall height.Ornamental capitals are set on top of the shaft(after the shaft is trimmed to the astra- gal),and do affect the overall height:see the Ornamental Capitals for Round Columns specifications for more information.On custom fluted shafts,the flutes start 1"from the astragal,and typically end 1"from the base.Fluting can be adjusted for the customer's require- ments. Since the Tuscan caps for DuraStone columns install on TOP of the shaft,rather than around it,the shaft itself is reduced i n overall height by the height of the Tuscan cap.The height of the shaft plus the height of the cap will achieve the overall stated column height. * * Space Available Straight Straight � (H)� Shaft Bottom Shaft Top Shaft Neck Smooth Inside Shaft: Portion of Portion � Column Shaft Flute shaft Shaft of Shaft Nominal Height Outside Inside Outside Inside For For Neck Astragal Width before (unfluted (fluted �i� Diameter Diameter Diameter Diameter Diameter Round Square Heightt Ring# (24 ea.) columns)columns) flutes (A) (�) (�) (H) (q Post Post (�) (F) (B) (B) (E) �' 5' 23 1/16" � 6" 6' S 11/16" 4 3/4" 4 13/16" 3 3/4" 3 3/8" 2 1/2" 3" 1/2" 1/2" 35 1/16" n/a n/a � 8' S9 1/16" �j 5' 14 1/16" n/a n/a �F� 6' 26 1/16" n/a n/a 8" 8' 7 5/8" 6 3/4" 6 19/32" 5 1/2" 5 1/8" 3 1/2" 4 1/4" 1/2" 11/16" 50 1/16" 50" 10 1/2" 9' 62 1/16" 54" 10 1/2" 10' 721/16" 65" 101/2" 4' 0" n/a n/a 5' 0" n/a n/a 6' 10 11/16" n/a n/a 10" 8' 9 11/16" 8 3/8" 8 9/16" 7 3/4" 7 3/8" 4 15/16" 5 1/8" 3/4" 7/8" 34 11/16" 39" 11" 9' 4611/16" 56" 11" 10' S811/16" 65" 111/4" 12' 8211/16" 89" 111/4" 5' 0" n/a n/a 6' 8 3/4" n/a n/a 8' 32 3/4" 42 3/4" 12" 9' 44 3/4" 49" 12" �A� 12" 11 5/8" 10 3/4" 10 1/16" 9 1/4" 8 7/8" 6" 4 3/4" 3/4" 1" 10' S6 3/4" 53" 12" 12' 80 3/4" 60" 12 1/8" 14' 62" n/a n/a 16' 86" 87" 12 1/8" 8' 33 1/4" 9' 45 1/4" 10' S7 1/4" 14" 14, 13 1/2" 11 1/2" 119/16" 10 1/2" 10 1/8" 6 3/8" 6 3/4" 1" 1 1/4" 8�1/4" 16' 81 1/4" 18' 105 1/4" 20' 129 1/4" 5' 16 1/4" �B� 6' 28 1/4" 8' 18 1/2" � 9' 30 1/2" 16" 10 15 7/16" 13 1/2" 13 1/8" 12" 115/8" 7 7/16" 7 3/8" 1" 1 7/16" 4Z 1�Z �E� 12' 66 1/2" I 14' 27 1/4" � 16' S1 1/4" m 18' 75 1/4" � 20' 99 11/4" ��� *Diameters mayvary±1/8" �/ t Neck Height is the distance from the top of the shaft to the top of the astragal ring,±1/8". #Astragal ring is only the ring portion,and does not include the fillet and cova ��� Pacific Columns, Inc. � 1-800-294-1098 � ��.pacificcolumns.com Endura-Stone ROUND SHAFT SPECIFICATIONS � ���� ROUND TAPERED SHAFTS �CONT'D�: ,� * * Space Available ��� Shaft Bottom Shaft Top Inside Shaft: Shaft Neck Straight y Column Shaft Flute Nominal Hei ht Outside Inside Outside Inside Portion of 6 For For Neck Astragal Width(24 Shaft � Diameter Diameter Diameter Diameter Diameter Round Square Heightt Ring# ea.) �r (A) (�) (�) (N) (i) Post Post (�) (F) (B) � 8' 13 3/8" 9' 25 3/8„ 10' 37 3/8" 12' 61 3/8" 18" 14 17 3/8" 15" 14 5/16" 12 3/4" 12 3/8" 8 5/16" 7 7/8" 1" 1 1/2" 85 3/8" 16' 26 1/8" 18' S0 1/8" 20' 74 1/8" 22' 98 1/8„ 24' 122 1/8" 6' 0" 8' 22 1/4„ 10' 461/4" �A� 20" 12 19 3/8" 18" 16 5/16" 14 7/8" 14 1/2" 10" 9 3/16" 1 3/8" 1 11/16" �0 1/4" 14' 40 3/8" 16' 64 3/8" 18' 88 3/8„ 20' 112 3/8" 8, 8„ 10' 32" 12' S6" 14' 24 13/16" B 24" 16' 23 3/8" 22" 19 5/16" 18" 17 5/8" 12 3/16" 12" 1 5/8" 2 1/8" 48 13/16" 18' 72 13/16" � 20' 96 13/16" (E) 22' 120 13/16" �, 24' 144 13/16" � *Diameters mayvary±1/8" t Neck Height is the distance from the top of the shaft to the top of the astragal ring,±1/8". ��� #Astragal ring is only the ring portion,and does not include the fillet and cove. y (c) To Diameter The"Space Available Inside Shaft"measurements are calculated at the top inside diameter(with±3/s"tolerance),when using I,OAD CAPACITIES: Tuscan or Roman Doric caps. (Fluted columns may have reduced Round Tapered Column Shafts tolerances.) Column Diameter Concentric Load Eccentric Load* Inside Round When structural or composite Ornamental Capitals are used,the 6" 6,00o Ib. 6,00o Ib. neck sleeve or plug will reduce the inside available space signifi- 8" io,000 Ib. 6,60o Ib. cantly.If the column will not be required to carry a load,it may 10" i4,000 Ib. io,�zo Ib. be possible for the installer to modify or remove the neck sleeve 1z" is,000 Ib. is,zoo Ib. or plug to allow more interior space.Please contact Turncraft 1q" zo,000 Ib. ii,szo Ib. Customer Service for more information. 16" zo,000 Ib. 13,zoo Ib Inside These measurements are provided to assist in determining the 1s" zo,000 Ib. 9,04o Ib. Square correct column diameter to go around a load bearing post or lally Zo" zo,000 Ib. is,9601b. column,or for clearance for water downspouts,conduits,etc. If z4" zo,000 Ib. is,zoo Ib. a larger diameter is required,it may be possible to specify the *see testing documentation for full information on Non-tapered Round columns instead. eccentric loadingvalues. Pacific Columns, Inc. � 1-800-294-1098 � ��.pacificcolumns.com Endura-Stone ROUND SHAFT SPECIFICATIONS ROUND NON-TAPERED SHAFTS: Standard FRP column shafts are the same height as the listed size.Tuscan caps and bases,and Attic bases go around the shaft,and do not affect the overall height.Ornamental capitals are not typically available for non-tapered round shafts. * space Available Inside Since the Tuscan caps for Dura- column shaft shaft Diameters shaft: Flute Stone columns install on TOP of Nominal Height Outside Inside For For Width the shaft,rather than around it, Diameter Diameter Diameter Round Square (24 ea.) the shaft itself is reduced in overall (a) (B) (c) Post Post height by the height of the Tuscan s" o, �s/s" 6 3/4" 6 3/8" 41/z" 11/15" cap.The height of the shaft plus 8- the height of the cap will achieve io" 10, 9 11/16" s a/s" s' s s/s" �/8" the overall stated column height. s' iz" io' ii/s/s" 10 3/4" io s/s" �s/i6" 1" �/hile all sizes of the non-tapered 1Z� shafts are considered straight, 8� there may be a small amount of 10' residual taper on the larger col- i4' i3 i/z" ii i/z" ii i/s" ��/s" i s/i6" umns.Rather than creating new 1Z molds for the manufacturing pro- (A) 1� cess,the 16"and larger diameter i6" 8 is�/i6" is i/z" is i/s" 9 1/4" 11/z" columns are made using the io' straight portion of our tapered 8� molds.(If the shaft is installed with is" io' v s/s" is" i4 5/s" io 3/s" 111/16" the residual taper at the bottom, 11' the base will almost completely coverthattaper.) s' zo" io' 19 3/8" is" i�s/s" iz i/z" 1�/s" All non-tapered shafts may be 11' ordered fluted. Flutes typically end 1"from the cap and 1"from the 8 base.Fluting can be adjusted for 10' the customers requirements. 24" 12' 23 3/8" Z1 1/4" ZO 7/8" 14 3/4" 2 5/16" (top ID) 14' 15' *Diameters mayvary±1/8" F(C�� t Neck Height is the distance from the top of the shaft to the top of the astragal,±1/8". #Astragal height is only the ring portion,and does not include the fillet and cove. (B) � (B) � To Diameter The"Space Available Inside Shaft"measurements are calculated at the top inside diameter(with± j,OAD CAPACITIES: 3/8"tolerance),when using Tuscan or Roman Inside Doric caps. (Inside diameters may be reduced for Round Non-tapered Column Shafts Round fluted columns.) Column Diameter Concentric Load Eccentric Load* 8" 10,OOOIb. 6,6001b. These measurements are provided to assist in 10" 14,00o Ib. 10,72o Ib. determining the correct column diameter to go 12" 18,o001b. 13,2001b. around a load bearing post or lally column,or for clearance for water downspouts,conduits,etc. 14" 20,00o Ib. 11,52o Ib. 16" 20,OOOIb. 13,2001b. Inside 18" 20,o001b. 9,0401b. Square 20" 20,o001b. 18,9601b. 24" 20,OOOIb. 13,2001b. *See testing documentation for full information on eccen- tric loading values. Pacific Columns, Inc. � 1-800-294-1098 � ���.pacificcolumns.com Endura-Stone SQUARE SHAFT SPECIFICATIONS SQUARE NON-TAPERED SHAFTS : Standard FRP column shafts are the same height as the listed size.Tuscan caps and bases,and the pedestal base go around the shaft, and do not affect the overall height.Ornamental capitals are set on top of the shaft(after the shaft is trimmed to the astragal),and will affect the overall height:see the Ornamental Capitals for5quare Columns specifications for more information. Since the Tuscan caps for DuraStone columns install on TOP of the shaft,rather � � � than around it,the shaft itself is reduced in overall height by the height of the Tus- �E� � , �M� can cap.The height of the shaft plus the height of the cap will achieve the overall ' stated column height. co� � All square non-tapered shafts may be ordered custom fluted.Flutes typically end 1"from the cap and 1"from the base.Fluting can be adjusted for the customers requirements. Column Shaft Shaft Neck Space Available Column Nominal Outside Inside Neck Astragal Flute Width Inside Shaft* Width Width Width* Heightt Ring# (ZO each) (Round or (B) (C) (E) (D) Square Post) 6" s�/s" 4 3/4" 3 s/s" 3/4" 1/z" 4 1/z" ��� a� 8" 7 7/8" 5 3/4" 4 1/2" 3/4" 11/16" 5 1/2" 10" 9 7/8" 8 3/4" 5 1/16" 3/4" 7/8" 8 1/2" 12" 11 7/8" 10 3/4" 4 1/2" 3/4" 1" 10 1/2" 14" 13 7/8" 12 3/4" 7" 1" 1 1/4" 12 1/2" � �A� �G� For 8"size,stock fluted shaft value is shown.Paneled and plain shafts are typically 1/2"to 1"greater. t Neck Height is the distance from the top of the shaft to the top of the astragal ring,±1/8". #Astragal ring is only the ring portion,and does not include the fillet and cove. Bottom of Bottom of 8"Fluted Shaft Before Flute 8"Raised Shaft Before Bottom Top Panel 6' Columns Flutes Length Panel panel Panel Height Height (Stock) �F� �G� Columns �H) ��) ��) 8' 10 15/16" 77 13/16" g' 9 5/8" 22 15/16" 45 7/8" 9' 10 15/16" 89 13/16" g' 9 5/8" 26 15/16" 53 7/8" 10' 22 15/16" 89 13/16" 10' 21 5/8" 26 15/16" 53 7/8" ��� Bottom of Top of Panel to Recessed Panel Shaft Before Panel Height Top of Column Panel Width �� Columns Panel �K) ��) �M) �N) : ��� 'i 4�'� 8"x 8' 12" 76 3/4„ 7 5/8„ 4 7/8„ �F� (H) (K) 8"x 9' 12" 88 3/4„ 7 5/8„ 4 7/8„ (e) � � � 8"x 10' 12" 100 3/4" 7 5/8" 4 7/8" 10"x 8' 14 1/2" 73 11/16" 8 3/16" 6 7/8" 10"x 9' 14 1/2" 85 11/16" 8 3/16" 6 7/8" 10"x 10' 14 1/2" 97 11/16" 8 3/16" 6 7/8" Inside Round LOAD CAPACITIES: Square Non-tapered Column Shafts The"Space Available Inside Shaft°measurements are calculated at the top inside width(with±1/4"tolerance. column Diameter concentric Load Eccentric Load* Inside widths may vary.Ornamental capitals will reduce 6" 6,OOOIb. 6,OOOIb. the inside widths. 8" 10,OOOIb. 6,6001b. io" iz,soo Ib. io,�zo Ib. These measurements are provided to assist in determin- 12" 18,OOOIb. 17,3201b. ing the correct column diameter to go around a load Inside Square i4" zo,000 Ib. i�,szo Ib. bearing post or lally column,or for clearance for water downspouts,conduits,etc. *See testing documentation for full information on eccen- tric loading values. Pacific Columns, Inc. � 1-800-294-1098 � ��.pacificcolumns.com Endura-Stone CAP AND BASE SPECIFICATIONS All caps,bases and ornamental capitals are manufactured of low-maintenance materials.Materials for caps and bases will vary based on size and style.Standard Tuscan cap and base for our 8",10"and 12"diameter round tapered columns are our new TimeSaver�""ABS (recycled ABS with fiberglass reinforcement).Since these are molded products,specifications shown are±1/8",and subject to change without notice. TUSCAN CAP AND BASE FOR ROUND TAPERED COLUMNS: � c�� � Tuscan Base Tuscan Cap �F� Column Total Total (E) Diameter Plinth Torus Height Materials Echinus Abacus Height Materials (A) (B) (C) (D) �g_p� Availablet �E) (F) (G) (E-F) Availablet 6" 8" 1 1/2" 1 1/4" 1/2" 3 1/4" F,D 1" 1 1/16" 7 1/2" 2 1/16" P,D 8" 10 7/8" 1 7/8" 13/4" 5/8" 4 1/4" A,F,D,P,FF 15/16" 13/8" 9 7/8" 2 11/16" A,F,D,P,FF � 10" 13 1/2" 2 3/8" 2 1/8" 3/4" 5 1/4" A,F,D,P,FF 1 13/16" 13/4" 12 1/8" 3 9/16" A,F,D,P,FF 12" 16 1/4" 2 3/4" 2 3/8" 7/8" 6" A,F,D,P,FF 17/8" 2" 14 5/8" 3 7/8" A,F,D,P,FF 14" 18 5/8" 3 5/16" 3" 1" 7 5/16" F,D 2 1/2" 2 5/16" 17" 4 15/16" P,D �D� 16" 21 5/16" 3 7/8" 3 3/8" 1 1/8" 8 5/16" F,D 2 3/4" 2 11/16" 19 1/8" 5 7/16" P,D (�) 18" 24" 4 3/16" 4" 1 3/8" 9 9/16" F,D 3" 2 15/16" 21 5/16" 5 15/16" P,D 20" 27" 4 3/4" 4 1/16" 1 3/4" 10 9/16" F,D 3 1/8" 3 7/16" 24 1/4" 6 9/16" P,D �B� 24" 32 1/2" 5 3/4" 5 1/4" 2 1/4" 13 1/4" F,D 3 5/16" 4 1/8" 28 3/4" 7 7/16" P,D F �A� � t A—ABS,F—FRP,D—DuraStone,P—Polyurethane,FF—Foam-Filled Polystyrene;standard material is highlighted in boldface. � (�) � ROMAN DORIC CAP AND BASE FOR ROUND TAPERED COLUMNS: �F� Roman Doric Baset Roman Doric Capt (E) Column Total Total Diameter Plinth Torus Height Echinus Abacus Height (A) (B) (C) (D) (B-0) (E) (F) (G) (E-F) 6" 8" 1 1/2" 1" 3/4" 3 1/4" 1" 1 1/4" 7 3/4" 2 1/4" 8" 10 7/8" 1 7/8" 1 7/16" 15/16" 4 1/4" 1 7/16" 1 1/2" 9 7/8" 2 15/16" 10" 13 1/2" 2 3/8" 1 3/4" 1 1/4" 5 3/8" 1 7/8" 1 3/4" 13" 3 5/8" 12" 16 1/4" 2 3/4" 2 1/16" 1 3/8" 6 3/16" 2 1/8" 2 3/8" 15 1/8" 4 1/2" (D) 14" 18 5/8" 3 3/8" 2 3/8" 1 5/8" 7 3/8" 2 11/16" 2 3/4" 17 13/16" 5 9/16" (�) 16" 21 5/16" 3 7/8" 2 7/8" 2" 8 3/A" 3 3/16" 3 1/8" 20 1/4" 6 5/16" 18" 24" 4 1/4" 3 1/4" 2 3/8" 9 7/8" 3 7/16" 3 1/2" 22 1/4" 6 15/16" �B� t Bases are FRP,caps are polyurethane.Only the bases are available in DuraStone—not the caps. i� �q) � ATTIC BASE FOR ROUND COLUMNS: Attic Baset Column plinth Torus Total Diameter Height �A) �B) ��) ��) �E) �F) �B F) 6" 8" 1 1/2" 3/4" 3/4" 1/2" 1/2" 3 1/2" s" io�/s„ 1��$„ 1 1�$„ ��$„ 3�4„ 1�Z„ 5 1�$„ 10" 13 1/2" 2 3/8" 1 1/4" 1 1/8" 7/8" 5/8" 6 1/4" �F� 12" 16 1/8„ Z 3�4„ 1 1�Z„ 1 3�$„ 1„ 5�$„ �1�4„ �p� 14" 18 1�2" 3 5�16" 1 3�4" 1 5�8" 1 1�4" 11�16" 8 5�8" 16" 21 3 16" 3 3 4" 2 1 8" 1 7 8" 1 1 2" 13 16" 10 1 8" �� (G) � ��� 18" 23 15/16" 4 1/4" 2 5/16" 2 1/8" 1 7/16" 1 1/8" 11 1/4' (B) 20" 27 1�16" 4 3�4" 2 11�16" 2 3�8" 1 3�4" 1 7�16" 13" ��� — 24" 32 1/2" 5 3/4" 3 5/16" 2 13/16" 2 1/8" 1 3/4" 15 3/4" �E� F �A� � t qmc bases are FRP.Also available in DuraStone. BUILDERS SERIES CAP AND BASE FOR ROUND TAPERED COLUMNS: Builders Series Baset Builders Series Capt Column Plinth Torus Total Echinus Abacus Total Diameter Height Height (A) (B) (C) (D) (B-D) (E) (F) (G) (E-F) (D) 8" 10 7/8" 1 7/8" 1 1/4" 5/8" 3 3/4" 1 1/4" 1 1/4" 9 7/16" 2 1/2" (�) 10" 13 1/2" 2 3/8" 15/8" 9/16" 4 9/16" 1 13/16" 1 3/4" 12 3/16" 3 9/16" 12" 16 1/4" 2 3/4" 2" 7/8" 5 5/8" 1 7/8" 2" 14 5/8" 3 7/8" �B� t Cap and base are polystyrene(with foam core).Not available in DuraStone. �� �n) � Pacific Columns, Inc. � 1-800-294-1098 � ��.pacificcolumns.com Endura-Stone CAP AND BASE SPECIFICATIONS All caps and bases are manufactured of low-maintenance materials.Materials for caps and bases will vary based on size and style.Since these are molded products,specifications shown are±1/s",and subject to change without notice. Roman Doric base and Attic base specifications are the same as for the round tapered shafts.Roman Doric caps and Ornamental capitals are not available for non-tapered round shafts. TUSCAN CAP AND BASE FOR ROUND NON-TAPERED COLUMNS: ;� «� � Tuscan Base Tuscan Cap �F� Column Diame- Plinth Torus Heltht Materials Echinus Abacus Heltht Materials (E) ter g Availablet g Availablet (A) (B) (C) (D) (B-D) (E) (F) (G) (E-F) 8" 10 7/8" 1 7/8" 1 3/4" 5/8" 4 1/4" A,F,D 1 13/16" 1 3/4" 12 1/8" 3 9/16" P,D 10" 13 1/2" 2 3/8" 2 1/8" 3/4" 5 1/4" A,F,D 1 7/8" 2" 14 5/8" 3 7/8" P,D 12" 16 1/4" 2 3/4" 2 3/8" 7/8" 6" A,F,D 2 1/2" 2 5/16" 17" 4 13/16" P,D 14" 18 5/8" 3 5/16" 3" 1" 7 5/16" F,D 2 3/4" 2 11/16" 19 1/8" 5 7/16" P,D (�) 16" 21 5/16" 3 7/8" 3 3/8" 1 1/8" 8 5/16" F,D 3" 2 15/16" 21 5/16" 5 15/16" P,D (c) 18" 24" 4 3/16" 4" 1 3/8" 9 9/16" F,D 3 1/8" 3 7/16" 24 1/4" 6 9/16" P,D 20" 27" 4 3/4" 4 1/16" 1 3/4" 10 9/16" F,D 3 3/16" 4 1/8" 28 3/4" 7 5/16" P,D �B) 24" 32 1/2" 5 3/4" 5 1/4" 2 1/4" 13 1/4" F,D 3 5/16" 4 1/8" 32 1/2" 7 7/16" P,D i. �A) � t A—ABS TimeSaver'"",F—FRP,D—DuraStone,P—Polyurethane;standard material is highlighted in boldface. '� �G� � TUSCAN CAP AND BASE FOR SQUARE NON-TAPERED COLUMNS: �F� Tuscan Baset Tuscan Capt (E) Column Total Total Width Plinth Torus Height Echinus Abacus Height (A) (B) (C) (D) (B-D) (E) (F) (G) (E-F) 6" 8" 1 1/2" 1 1/4" 1/2" 3 1/4" 1" 1 1/16" 8 7/16" 2 1/16" 8" 11 3/8" 1 7/8" 1 3/4" 5/8" 4 1/4" 1 5/16" 1 7/16" 11 1/4" 2 3/4" 10" 13 1/2" 2 3/8" 2 1/8" 3/4" 5 1/4" 1 13/16" 1 3/4" 13 1/4" 3 9/16" 12„ 1�„ Z 3�4„ Z 3�$„ ��$„ 6„ 1��$„ Z„ 17 1/4„ 3��$„ (�) 14" 18 13/16" 3 3/8" 2 15/16" 1 1/16" 7 3/8" 2 1/2" 2 5/16" 18 11/16" 4 13/16" «� t Square caps and 6"to 12"bases are polyurethane;14"base is FRP. �B� FRP bases are available as special order.Also available in DuraStone. �(�G��, � � (A) � (F) � (E) PEDESTAL BASE FOR SQUARE NT COLUMNS AT RIGHT : Pedestal Baset Column gottom Width Total Height Bottom Center PlatForm Top Top Width Width �A) �B) ��) ��) �E) �F) ��) 8" 15" 42 3/8" 8 11/16" 25 7/8" 2 1/8" 5 11/16" 8 1/4" t Pedestal bases are FRP.Also available in DuraStone.Use with Tuscan cap(above)or Ornamental Capitals. �B) ��) ATTIC BASE FOR SQUARE COLUMNS: Attic Baset Column plinth Torus Total Diameter Height (F) �A) �B) ��) ��) �E) �F) �B-F) �E� 6„ 8„ 1 1�Z„ 3�4„ 3�4„ 1�Z„ 1�Z„ 3 1�Z„ �p� 8„ ii a/s„ 1��$„ 1 1�$„ ��$„ 3�4„ 1�Z„ 5 1�$„ c (C) 10" 13 1/2" 2 3/8" 1 1/4" 1 1/8" 7/8" 5/8" 6 1/4" B 1Z„ 1�„ Z 3�4„ 1 1�Z„ 1 3�$„ 1„ 5�$„ �1�n„ � _ 14" 18 13/16" 3 5/16" 1 3/4" 1 5/8" 1 1/4" 11/16" 8 5/8" � (q) � t Attic bases are FRP.Also available in DuraStone. � �A� � Pacific Columns, Inc. � 1-800-294-1098 � ��.pacificcolumns.com Endura-Stone ORNAMENTAL CAPITALS "QUICK-FIT" CAPITALS FOR ROUND TAPERED FRP SHAFTS The most visually impressive implementations of columns are those with decorative Ornamental Capitals. Designed with crisp,true architectural detail,Ornamental Capitals artfully capture natural themes and images.For example,the volute scrolls of the lonic,Erectheum,Scamozzi and Empire styles imitate the helix cross-section of the Nautilus shell.The Acanthus leaves on the Temple of Winds and Roman Corinthian capitals echo the flowering crown of a tree.These Ornamental Capitals are specifically for Endura-Stone tapered column shafts only.Each style is proportionally scaled for the diameter of the shaft. Our specially designed Quick-Fit capitals simplify or eliminate the need to trim the column shaft before installation!Trimming the shaft at the neck ring or at the fillet below the neck ring is a difficult task in the field.Since the Quick-Fit capitals slide over the column neck and set on the neck ring,it is no longer necessary to attempt to trim at the neck ring or fillet.For capitals that are taller than the column shaft neck,no trimming is necessary at all,since the capital is load-bearing.For those capitals which are shorter than the column shaft neck, the shaft will still need to be trimmed,but the point where it needs to be cut is much more easily accomplished since the astragal is not in the way.(The shaft will need to be trimmed to leave the neck 1/s"taller than the capital,since the shorter capitals are not load- bearing.The extra 1/8"shaft neck provides load-bearing support through the capital,and prevents the capital from being compressed by the load.) Because of the Quick-Fit easier installation method,Turncraft will normally ship the Quick-Fit capitals,unless a preference is indicated for the standard Poly/Resin(see next page).For example,it would be best not to mix Quick-Fit and standard capitals when different size or style columns are used on one jobsite(i.e.,if using 12"Scamozzi and 20"Scamozzi capitals,the astragal would be different for Quick- Fit than for standard capitals.) Quick-Fit capitals are available in paint-grade materials(see table)or DuraStone pre-colored FRP(Ivory,Sand or Slate)to match our DuraStone column line.More sizes will be added to the Quick-Fit line as we are able to create molds. i�, ����a�� ��i�Fi ��� � �., '�'���r�� GREEK ERECTHEUM �� �� , Column Size Capital Height Abacus Width Scroll Width Height Adjust Material �, � � 6" 3 1/4" 6 9/16" 8 3/s" +3/s" FRP,DuraStone � ��., ROMAN CORINTHIAN �'i��'� �Y ����"�� �° � Column Size Capital Height Abacus Width Scroll Width Height Adjust Material � , nn�.� `�« ,'� 1�.�� 6" 8 11/16" 11" N/A +511/16" FRP,DuraStone r�lr , ' �`� 8" 115/16" 145/16" N/A +71/16" FRP,DuraStone " -, � ����(��� 10" 143/16" 181/s" N�A +9 1/16" FRP,DuraStone 12" 17" 21 3/4" N/A +12 1/4" FRP,DuraStone �4, ROMAN IONIC � Column Size Capital Height Abacus Width Scroll Width Height Adjust Material � ', ,��1`� .�r� ti ��4 6" 2 3/16" 6" 8" -11/16" Poly,DuraStone ) I � I SCAMOZZI Column Size Capital Height Abacus Width Scroll Width Height Adjust Material _ • ��� ��' wp• 6" 2 7/16" 8 5/s" 8 1/2" -7 3/16" Poly,DuraStone �`, >'r �� �C� 8" 3" 11" 1013/16" -11/s" Poly,DuraStone � '�� 1 s_ 10" 41/s" 141/2" 143/s" -7/s" Poly,DuraStone i � 12" 4 13/16" 17" 16 3/4" +1/16" POIy,DuraStone Pacific Columns, Inc. � 1-800-294-1098 � ��.pacificcolumns.com Endura-Stone ORNAMENTAL CAPITALS CAPITALS FOR ROUND TAPERED COLUMNS Designed with crisp,true architectural detail,Ornamental Capitals artfully capture natural themes and images.These paint-grade Orna- mental Capitals are specifically for Endura-Stone tapered column shafts only.Each style is proportionally scaled for the diameter of the shaft.For best fit and correct style,the column shafts are to be trimmed at the architecturally correct location for the selected capital— see the note in each table.The"Height Adjust"value in the tables below indicate how the column trimming and capital height affect the overall maximum height of the column when installed. Capitals from 6"to 24"diameters are all load-bearing poly/resin materials. (Capitals shown as 30"are for DuraGlass resin-infused fiberglass columns.These 30"capitals are composite plaster and are not load- bearing.The column will ship with a load bearing solution as needed.) � '�� EMPIRE �TRIM COLUMN SHAFT TO TOP OF FILLET� 9 w Column Capital Abacus Scroll Height Column Capital Abacus Scroll Height ��(�y���� ����� ��. � ����� Size Height Width Width Adjust Size Height Width Width Adjust ' �.• ( . 6» 3 1�$» g» 8 3/4" -3/8" 16" 8 3/4" 23" 19 1/2» +3�$» v 4' " � vl - 8" 3 3/4" 10" 9" -1" 18" 10" 32" 26 1/4" +1 1/8" � � � I.� I 10" 5 1/2" 16" 13 1/2" -3/8" 20" 11 1/4" 34" 28" +11/16" 12" 6 1/4" 18" 17" +3/4" 24" 12 3/4" 35 1/2" 35" -7/8" 14" 7 1/4" 20 1/4" 19 1/2" -1/2" 30" N/A � v , EMPIRE WITH NECKING �TRIM COLUMN SHAFT TO TOP OF NECK RING� � =`� Column Capital Abacus Scroll Height Column Capital Abacus Scroll Height "� � Size Height Width Width Adjust Size Height Width Width Adjust r �� �✓:'„ � 6» 6��$» g» 8 3/4" +3 7/8" 16" 17" 23" 19 1/2" +9 5/8» 8" 7 3/4" 10" 9" +3 1/2" 18" 15" 32" 26 1/4" +7 1/8" � 10" 10" 13 1/2" 12 1/4" +4 7/8" 20" 17 1/4" 34" 28" +8 1/16" � 12" 11" 18" 17" +6 1/4" 24" 19" 35 1/2" 35" +7" � 14" 14 1/2" 20 1/2" 19 1/2" +7 3/4" 30" N/A � .� •n%T�`��"�'��" -... GREEK ANGULAR IONIC �TRIM COLUMN SHAFT TO TOP OF FILLET� /� � � Column Capital Abacus Scroll Height Column Capital Abacus Scroll Height � , �eltili . '� � �,�, . Size Height Width Width Adjust Size Height Width Width Adjust '` , �/ '�r 6" 3 5/8" 9 1/4" 9" +1/8" 16" 8 3/8" 20 1/2" 19 1/2" 0" 8" 3 3/4" 9 1/2" 9" -1" 18" 9 3/4" 24 1/4" 19 3/4" +7/8" � � 1� � I 10" 5 3/8" 14 1/4" 13 1/4" -1/2" 20" 11" 29 3/4" 28" +7/16" i2" 6" 17 1/4" 17" +1/2" 24" 12 3/4" 35" 34 1/2" -7/8" 14" 7 1/4" 20 3/4" 19 1/4" -1/2" 30" N/A ��.�,.��...,,'�.�..-,������-��"��'` GREEK ERECTHEUM (TxiM cocuMrr s�FT To Tor oF FicceT) Column Capital Abacus Scroll Height Column Capital Abacus Scroll Height �'� (� 1���� °''�w ��1�� *� Size Height Width Width Adjust Size Height Width Width Adjust i ( F ` 6"* 3 1/4" 6 3/4" 8 1/2" -1/4" 16" 9" 17 1/2" 26" +5/8" � 8" 3 3/4" 7 3/4" 11 3/4" -1" 18" 10 1/2" 22" 29" +1 5/8" � �� � � 10" 5 1/2" 12" 17 1/2" -3/8" 20" 11" 26" 36" +7/16" 12" 6 1/4" 14 1/2" 21" +3/4" 24" 13" 30 1/2" 43" -5/8" 14" 7" 15" 21" -3/4" 30" 15" 31" 45 1/2" ���� GREEK ERECTHEUM WITH NECKING (TxiM coLUMrr sxaFT To TOP oF rrecx iurrc) �-- � Column Capital Abacus Scroll Height Column Capital Abacus Scroll Height e��,_y Size Height Width Width Adjust Size Height Width Width Adjust � 6" 5 3/4" 7 3/4" 11 3/4" +2 3/4" 16" 13 1/2" 17 1/2" 26" +6 1/8" '� .� � 8» 7 1/2" 10 1/2" 15" +3 1/4" 18" 15" 22 1/2" 29" +7 1/8» � 10" 8 1/2" 12" 17 1/4" +3 3/8" 20" 17" 26" 36" +7 13/16" r 12" 9 1/2" 14 1/2" 21" +4 3/4" 24" 19" 30 1/2" 43" +7" � 14" 11 1/4" 15" 21" +4 1/2" 30" 24 3/4" 31" 45 1/2" *Special order—normally this size capital would be our Quick-Fit model,listed after next page. Pacific Columns, Inc. � 1-800-294-1098 � ��.pacificcolumns.com EriC�Ur1-StOri@ ORNAMENTAL CAPITALS �CONT'D� " Column Capital Abacus Scroll Height Column Capital Abacus Scroll Height ` ` "' � � ` Size Height Width Width Adjust Size Height Width Width Adjust "�ks�`� i z' � � � �a ,,,��' 6" 7" 8" N�A +4" 16" N�A k> ' 8" 8 1/2" 10 3/4" N/A +4 1/4" 18" 22 1/2" 25" N/A +14 5/8" A � 10" 12 1/4 16 1/2" N/A +7 1/8" 20" 22 1/2" 25" N/A +13 5/16" ��°� 12" 14 1/2" 19" N/A +9 3/4" 24" N/A — 14" 17" 20" N/A +10 1/4" 30" N/A I �i ROMAN CORINTHIAN �TRIM COLUMN SHAFT TO TOP OF NECK RING� ,��� �� , � Column Capital Abacus Scroll Height Column Capital Abacus Scroll Height ,�; �'�°�, Size Height Width Width Adjust Size Height Width Width Adjust � �^'�'�;��^%; � 6»* 7" 9 1/2" N/A 4" 16" 20" 27" N/A +12 5/8» � 8"* 10 1/4" 13 3/4" N/A 6" 18" 23" 32 1/2" N/A +15 1/8" , � � ,� ,€��- ,v. ' 10"* 13 7/8" 17 3/4" N/A 8 3/4" 20" 25 1/2" 39" N/A +16 5/16" -. —^^�*+---`-_:� 12"* 15 1/4" 18 1/2" N/A 9 1/2" 24" 28 1/2" 42" N/A +16 1/2" ('� '� �' � � 14" 17" 22" N/A 10 1/4" 30" 37 1/2" 16 1/2" N/A 'G�`+"17���Y7"� '�.:.,;� ROMAN DORIC ORNAMENTAL �TRIM COLUMN SHAFT TO TOP OF FILLET� � c�� Column Capital Abacus Scroll Height Column Capital Abacus Scroll Height ,�, - �,. -;5,�,«"M ; „s,�,,.�e,._ Size Height Width Width Adjust Size Height Width Width Adjust r.'_...__ .. � � � � �,� 6" 4" 8 3/4" N/A +1/2" 16" 10 1/2" 24" N/A +2 1/8" 8" 6" 13 1/8" N/A +1 1/4" 18" 12 1/2" 28" N/A +3 5/8" 10" 7" 16 1/4" N/A +1 1/8" 20" 12 1/2" 28" N/A +1 15/16" 12" 7" 16 1/4" N/A +1 1/2" 24" N/A 14" 9" 21" N/A +11/4" 30" N/A ,..�,; ROMAN IONIC TRIM COLUMN SHAFT TO TOP OF FILLET �j�.�.�*�...����'�� ' Column Capital Abacus Scroll Height Column Capital Abacus Scroll Height /-�°'""""'""���' Size Height Width Width Adjust Size Height Width Width Adjust � � � � � � 6"* 2 1/4" 6 1/8" 8 1/16" -1 1/4" 16" 6 1/8" 17 1/2" 22" -2 1/4" 8" 3" 8 1/4" 10 1/2" -1 3/4" 18" 6 1/2" 20" 24 1/4" -2 3/8" 10" 3 5/8" 11" 13 5/8" -2 1/4" 20" 8 3/4" 25" 31 3/4" -1 13/16" 12" 4 1/2" 12 1/2" 16 1/2" -1" 24" 9" 25 1/4" 33" -4 5/8" 14" 5 1/2" 17 1/2" 23" -2 1/4" 30" 12 1/2" 32" 40 1/2" . f J �� SCAMOZZI �TRIM COLUMN SHAFT TO TOP OF FILLET� "+t a�• � ��� ����,�� y,, Column Capital Abacus Scroll Height Column Capital Abacus Scroll Height -,��i Size Height Width Width Adjust Size Height Width Width Adjust � �u � �� � I � �� 6"* 2 5/8" 7 3/4" 6 1/4" -7/8" 16" 6 1/4" 22 1/4" 18 1/2" -2 1/8" I i 8"* 3" 10 1/4» 9» -1 3/4» 1$» �» 23 1/2" 23" -1 7/8» 10"* 3 7/8" 14 1/2" 12 1/2" -2" 20" 8 3/4" 26" 21 1/2" -1 13/16" 12"* 4 7/8" 16 3/4" 14" -5/8" 24" 10 1/4" 34 1/4" 29 1/2" -3 3/8" 14" 5 1/2" 19" 16 3/4" -2 1/4" 30" 12 3/4" 39" 33" - ����\� TEMPLE OF WINDS �TRIM COLUMN SHAFT TO TOP OF NECK RING� ���c,,.,�- � ,,. .- `�l , ? � I '� a Column Capital Abacus Scroll Height Column Capital Abacus Scroll Height �� Size Height Width Width Adjust Size Height Width Width Adjust �a�`.���.�� � 6» �» g» N�A 4" 16" 16" 23" N A 8 5 8» �,��;I��� �� 8" 8" 12" N�A 3 3/4" 18" 18 1/8" 26 3/4" N�A 10 1/4" F='_`-�^=i`-y 10" 11 1/8" 15 1/4" N/A 6" 20" 21 1/4" 28" N/A 12 1/16" � ` � 12" 13 3/4" 17" N/A 9" 24" 23 1/4" 34 1/4" N/A 11 1/4" � � ' ` 'I 14" 14" 21 1/4" N/A 7 1/4" 30" 30" 39" N/A *Special order—normally this size capital would be our Quick-Fit model.See following page. Pacific Columns, Inc. � 1-800-294-1098 � ��.pacificcolumns.com Endura-Stone SQUARE ORNAMENTAL CAPITALS Designed with crisp,true architectural detail,Ornamental Capitals artfully capture natural themes and images.Capitals for square non- tapered Endura-Stone columns are crafted from poly/resin,and are load bearing and waterproof.Each style is proportionally scaled for the width of the shaft when the shaft is trimmed at the astragal for easy installation.Since the shafts will need to be trimmed,the over-all height of the finished column will need to be adjusted by the"Height Adjust"value in the following tables.If an architecturally correct installation will be required,the shaft should be trimmed at the top fillet for Greek Erectheum,Roman lonic and Scamozzi capitals,and the overall height will be further reduced by the height of the neck ring(see shaft specifications for the astragal neck ring height). 1. � � , J EMPIRE �TRIM COLUMN SHAFT TO TOP OF FILLET� � Column Size Capital Height Abacus Width Scroll Width Height Adjust ���� ��� 8" 5 1�4" 13 1�2" 12 1�4" +3�8" 10" 6 1/4" 18" 17" +1 3/4" I�I 12" 7 1/4" 20 1/4" 19 1/2" +3/4" � � 14" 8 3/4" 23" 19 1/2" +1 3/4" 16" 10" 32" 26 1/4" +1 5/16" �[;� �. �,..,\ ' -_ EMPIRE WITH NECKING �TRIM COLUMN SHAFT TO TOP OF NECK RING� � Column Size Capital Height Abacus Width Scroll Width Height Adjust �,� ,r .,r m i 6„ �3�4„ 10„ 9„ +4 1/8„ __, <l � -..-- 8" 10" 13 1/2" 12 1/4" +5 1/2" «'��((� 10" 11" 18" 17" +5 15/16" I I I 12" 14 1/2" 20 1/2" 19 1/2" +9 3/4" 14" 17" 23" 19 1/2" +10" 16" 17 1/4" 34" 28" +9 5/8" � ��� � �� � GREEK ANGULAR IONIC �TRIM COLUMN SHAFT TO TOP OF FILLET� � _. ,���y W � Column Size Capital Height Abacus Width Scroll Width Height Adjust � 8" 5 1/8" 14 1/4" 13 3/4" -3/16" — �:,;I� 10„ 6„ 17 1/4„ 17„ +1�$„ 12" 7 1/4" 20 3/4" 19 1/4" +1 3/4" 14" 8 3/8" 20 1/2" 19 1/2" +3/8" � GREEK ERECTHEUM �TRIM COLUMN SHAFT TO TOP OF FILLET� �(�,��,,.-------..•�� " Column Size Capital Height Abacus Width Scroll Width Height Adjust ��.-.-._ � . -' 6" 3 3/4" 7 3/4" 11 3/4" -11/16" R 8" 5 1/4" 10 1/2" 15" -1/16" �� 10" 6 1/4" 14 1/2" 21" +3/8" 12" 7" 15" 21" +2 1/2" 14" 9" 17 1/2" 26" +1" 16" 10" 22 1/2" 29" +1 5/16" "�' � � GREEK ERECTHEUM WITH NECKING (TiuM coLUMrr s�FT To TOP oF rrecx xirrc) ' '' �'� Column Size Capital Height Abacus Width Scroll Width Height Adjust `� ' __ � -- 6" 5 3/4" 7 3/4" 11 3/4" +2 1/8" , .:,� � 8" 7 1/2" 10 1/2" 15" +3" ' '�� 10" 9 1/2" 14 1/2" 21" +4 7/16" , 12" 11 1/4" 15" 21" +6 3/4" ��� 14" 13 1/2" 17 1/2" 26" +6 1/2" 16" 17" 26" 36" +9 3/8" Pacific Columns, Inc. � 1-800-294-1098 � ��.pacificcolumns.com EriC�Ur1-StOri@ SQUARE ORNAMENTAL CAPITALS �CONT'D� � ^ ��� ���- �� MODERN COMPOSITE �TRIM COLUMN SHAFT TO TOP OF NECK RING� � r���_ �' � ,- Column Size Capital Height Abacus Width Height Adjust J��' � � - 6" 8 1/2" 10 3/4" +4 7/8„ �� �-� d� .�. $„ 11 1/2" 16 1/2„ +�„ �'�, �.�, ,.:��- 10" 14 1/2" 19" +9 7/16„ �� � 12" 17" 20" +12 1/2" --� 14" 22 1/2" 25" +15 1/2" '�� 16" 22 1/2" 25" +14 7/8„ !�� �� ) ROMAN CORINTHIAN �TRIM COLUMN SHAFT TO TOP OF NECK RING� ���� �'��� V � �! � Column Size Capital Height Abacus Width Height Adjust _ `t J �; � �, --y .! 6„ 8 1/2" 12" +4 7/8„ _� °� � .a•�. 8„ 11 1/2„ 15„ +�„ �,�r, '"'�--` � �.�=� 10" 14 1/2" 18 1/2" +9 7/16" '� � it n ' 12" 17" 22" +12 1/2„ —"t �� 14" 20" 27" +13„ 'I 16" 23" 32 1/2" +15 3/8„ ��� ROMAN DORIC ORNAMENTAL �TRIM COLUMN SHAFT TO TOP OF FILLET� �' � Column Size Capital Height Abacus Width Height Adjust �. 'rr�f 6" 4 1/2" 10 1/2" +1/16" .�.,�._ '�� 8" 6" 14 1/4" +11/16" �����I I ��„ g„ 21" +3 1/2„ 14" 10 1/2" 24" +2 1/2" _ - - � ROMAN IONIC �TRIM COLUMN SHAFT TO TOP OF FILLET� � Column Size Capital Height Abacus Width Scroll Width Height Adjust ,� .-- � ' 6„ 3„ 8 1/4" 10 1/2" -1 7/16„ ( s" 3 s/s" 10 1/z" 13 1/z" -1 11/16" �� 10" 4 1/2" 12 1/2" 16 1/2" -1 3/8" 12" 51/2" 171/2" 23" 0" -'� SCAMOZZI �TRIM COLUMN SHAFT TO TOP OF FILLET� , , r Column Size Capital Height Abacus Width Scroll Width Height Adjust � �—� � (w��; 6„ 3„ 10 1/4„ g„ _��$„ 8" 3 7/8" 14 1/2" 12 1/2„ _5�$„ � 10" 4 7/8" 16 3/4" 14" -7/8" 12" 5 1/2" 19" 16 3/4" -1/4" 14" 61/4" 221/4" 181/2" -11/2" ��"""""`""""�"� TEMPLE OF WINDS �TRIM COLUMN SHAFT TO TOP OF NECK RING� �,"""" .._.. .... � �� �^' - Column Size Capital Height Abacus Width Height Adjust �-�. � 6" 7 1/2" 10 1/2" +3 7/8" �;�,��y- c�� � � 8„ 10" 13 7/8" +5 1/2„ ,.; �' �' 10" 11 5/8" 16 7/8" +6 9/16" „,; - - ---" 12" 14" 21 1/4" +9 1/2" � ,gf� 14" 16" 23" +9" 16" 18 1/8" 16 3/4" +10 1/2" Pacific Columns, Inc. � 1-800-294-1098 � ��.pacificcolumns.com Old Saratoga Restorations Inc. Po Box 3279 Saratoga Springs NY 1286fi Ta: Design Review Commission City of Saratoga 5prings 474 $roadway Sara#oga Springs NY�z866 IVovernber�o, zozo Restorers of Qfd#Buifders o f New Old Saratoga Restprat'rons lnt has been retairted to perform the exterior facade repairs, replacement and/or restoration of the Rip Van Dam and adjacent Starbucks buildings.We are thrilIed and hanored ta participate in this first-class beautification praject. We ha�e reviewed the applicant's approvals gran�ed by the board and have analyzed this with aur stope of work document5,the CHA struct�srat repart and have since made our site discovery review.l wou�d tike to take this opportunity to tonfirm that a majority of the items discussed can be executed without issue. Ftawe�er,�n our opinion the irnpFate repairs to#he existing s#ructural columns is one item that cannot iae reasonable executed in a manner that can resul#in an acceptable aesthetic and structural matter. Our primary challenge is that within the coiumn assemblies supporting the RIP porch roo#, we have di�covered�arious leueis of faiiure tFtroughout. Most notably the bases and capitaTs however,they all�Function as one assemb�y.This has been detaiEed in the CHA "Structural Report".These failures Mave�ed#o systernatic compression of the buitding components creating disproportionate roof sag telesco�ing the entire fength of tf�e roof structure.We ha�e also disto�ered a mix of matersals have been �sed in the part as well as poarly perfarming replatement parts which have been used throughout tomplicating the mission.Our goal is to provide the�lient�nd public witl�first rate workmanshig which we cannot perform with repairs.We endorse the applicants request to replace all six of the plaster capitols wsth a matching replica in �ement plaster,all six cofumns in a rr�atching d�racast(that mimics wo�od perfectly}and a!I six exact replica duracast bases. We have successfully used these products in dozens of grojects here in town. Thank you for your consideratian. Respec�fully submitted, Bob Rohert M.West President:Old Saratoga Restorations Inc. 518-932-6690 * osrbob@yahoa.com i . Intitletl M p � ' U I ,i � . '4M3�l.� j �.� •� q, • ".'�. _' , .. /. . \ aw�� Y... ,_......,... �n., � 1 r ' _ f f� �� - r~���, � a _ , --- '� �__..�... � � � � �� _ � . � �— ;--...... �, ,� � ' �. xk'< � �� v \ �a� _. � i � — — _ � I� � � � � " ' ��:— � . A _. �-"� , �p , �;=�" �y�''c'-� � _ � — _�..� � � � � � � . , Yf � - , _ - , � � .� �; � _ .� .:�� _ _ . __- � _ � :_. ... . ., _. , _� ` : '� „ � a- _ �- 1 ;��. ;.� - - - - �, _ , �. / "�' M � �� �� ' � � t ; � � rt _ � .,, ,��°��. , �, � � , ; . � � _ � .�;�� _ �w ��:�� � ,� . , � ,,, R . — -- _ _ ,,,"f dr . 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Drawing Index Cover.........................................................................................1 In d ex..........................................................................................2 Aerial View of Site................................................................3-4 Existing Elevations................................................................5-7 ���.��.� Fa�ade Replacements........................................................8-15 ������ Professional Letters..........................................................16-17 �"y��� ���s� NOYFH6fN]��20]0 �AC PRESEXTATION Qf ow�353.�:y eRoaowwr cQuisinoHs LLC. SRNATDGP SPRINGS, nY i1866 Proje�t address RIP VAN UAM RENOVA7ION 35Y9R0R0 8 OGi18P�RING, Index :E;,o.,.,.��,.��.,���,,"�,.�,��,�,h«:�,,.�:,.��:.�,� 2 �I � Y �, ��� � � �.. � ' � �„�� w�-�...",",�^�.r,.� � I.� �t. , +f �� �..A., �m r "� +�w� �c.��� y�'r�"� • � "�`" +. �.: ��� � ,�... . , �e� " � ' o +'��c �� � ,°�.���, � �R .�., � '� ����„„d;m q.." 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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 inhery - 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. SRNATDGP SPRINGS, nY i1866 Proje�t address RIP VAN UAM RENOVA7ION 35Y9R0R0 8 OGi18P�RING, Professional Letters :E;,o.,.,.��,.��.,���,,"�,.�,��,�,h«:�,,.�:,.��:.�,� 17