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HomeMy WebLinkAbout20190718 47 Caroline Wall Application �►'V ..Y Crr , [FOR OFFICE USE1 z:., -.,. c.—, .44,__ i 4 ~�'` DESIGN REVIEW COMMISSION -1 `- - ', '.-., (Application# . ❑ $0 ../71) Tel:518-587-3550 x.5 I5 fax:58580-948IulHtb0 JUL 2 J--.- Date received) www.saratoga-springs.org4/0-1, [3y U ARCHITECTURAL/HISTORIC REVIEW APPLI1C `Tl 9.l APPLICANT(S).x OWNER(S) (If not applicant) ATTORNEY/AGENT NameFrank Izzo Les Ackerman,AIA Address 13 Van Brummel Lane 76 Cobble Hill Drive Ballston Spa, NY 12020 Gansevoort, NY 12831 Phone 518-857-9819 / 518-265-2628 � / Email izzorealty©gmail.com lesack a�7nycap.rr.com Identify primary contact person: @ Applicant 0 Owner 0 Attorney/Agent Y Agent *An applicant must be the property owner, lessee, or one with an option to lease or purchase the propertyin question. Applicant's interest in premises: N Owner 0 Lessee 0 Under option to lease or purchase PROPERTY INFORMATION Prope 'Address/Location: 47 Caroline Street 165 60 1 74.r Tax Parcel#: — _ (for example:165.52—4--37) Current ZoningDistrict: T-6 Property use: IN Residential @ Non-residential/mixed-use Type of Review: 0 Architectural 0 Historic MI Extension/modificationof current approval) � PP ) Summary description of proposed action: Request for amendment of prior 2/10/07 DRC approval. Action is related to the structural failure of North ""I1i . i .9.. 'I 1111.111 OA 'ill . is-It 'Il - 1. `HO . i i' le-i& ar a i" North wall of 47 Caroline Street required removal of the existing brick due to safety concerns (see attached reportort from Consulting Engineering PLLC dated 11/8/2018). The following scope is proposed to repair the North wall: 1. Existing remaining brick at the northeast and northwest corners shall be repaired and repainted. 2. The open area between the brick corners shall be infilled with an 8"cmu wall. 3. Exposed sections of the cmu exterior wa s a e su ace. wi ■ryvi area er as lc as omerxc mitis o ma c e color of the brick paint on the Henry Street facade (Sherman Williams SW 6031, or equal). 2. w vw -i i - -: . 4--- -e: -i ; _ i - ,.. i ;:• -i * —; __ __ _i it i __ i i_ ii;.- - -- Street facade (Sherman Williams SW 6031, or equal). Has a previous application been filed with the DRC for thisproperty? ❑ No _ 12/06 1/07 �Yes date(s)? -App.No.(s)? Revised 01/2019 APPLICATION FEE(payable to "Commissioner of Finance"): Residential Structures (principal, accessory) $50 Non-residential/mixed-use use structures(principal) $500 Residential approval—extension/mod $50 Non-residential signs, awnings, gaccessory structures $125 Non-residential mixed-use sketch $150 Non-residential approval PP I—extensionlrnod $125 Demolition $350 'mA "complete" application consists of I herd COD ���n� �� � � ,- , �� � ,� �,� ��� -- �py of appli�on&ALL other materials as required below: New Construction l Additions ❑ Color photographs showing site/exterior details of existing structures and adjacent properties ❑ Site plan,drawn to scale,showing existing&proposed construction, rolines&dimensions,Pe�Y required&proposed setbacks&lot coverage,site features(fences,walks,trees,etc.);on no larger than 2'x3'sheet--smaller preferred if legible ❑ Elevation drawings showing design of all sides of existing&proposed construction g P P label dimensions,colors,materials,lighting(fixture &lamp type,wattage),etc.-include compass bearing&scale;no larger than 2.'x3'sheet—smallerermitt p ed if legible ❑ Floor plans for proposed structure;on sheet no larger than 2'x3'—smallerermitted if legible Bible ❑ Product literature,specifications and samples of proposed materials and colors Change in exterior building materials (windows, doors, roof, siding, etc, or (in _ � Color photographs }, color non-residential districts only) showing site/exterior details of existing structures and that illustrate affected features ® Elevation drawings showing all sides of existing&proposed construction--label dimensions,colors,materials,lighting(fixture&lamp type,wattage),etc.-include compass bearing&scale;no larger than 2'x3'sheet—smallerpermittedand if legible Product literature,specifications and samples of proposed ro osed materials a colors Within front yard setbacks in Historic Districts only (Front setbacks:UR 1&INST HUR-4=25'; _.. , TR 3(}, UR-2,LJF�3&NCUD-�--i(�) - Installation, removal or change in material of drive-and walkways - Installation or removal of architectural, sculptural or vegetative screening over 3' in height -Installation of accessory utility structures or radio/satellite transmission/reception devices2' For any of above: p (more than diameter) ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties Site plan showing existing&proposed construction:include property ylines&dimensions, &proposed setbacks&lot coverage,site features(fences,walks,trees,etc.) street names,compass bearing&scale;no larger than 2'x3'sheet— preferred if legible g smaller ❑ Product literature,specifications and samples of proposed materials and colors Signage/Awnings ❑ Color photographs showing site/exterior details of existing structures,and ro adjacent � properties ❑ Plan showing location of proposed sign/awning structure on building/premises:no larger " ' © Scaled illustration �P g than I I x 1 T of proposed sign/awning structure and lettering(front view&profile):include all dimensions of structure;type, method and hardware dimensions and style of lettering or logo;description of colors,materials,mounting ❑ Descriptions,specifications of proposed lighting including fixture&lamptype,wattage,g ,mounting method,and location ❑ Product literature,specifications and samples of proposed materials and colors Demolition ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing and any proposed structures-include dimensions,setbacks, names,compass bearing,and scale 0 Written description of reasons for demolition and,in addition: ❑ For structures of"architectural/historical significance",demonstrate"good cause"why y s tructure cannot be preserved ❑ For structures in an architectural district that might be eligible for listing on National Register ister of Historic Places,or for a "contributing"structure in a National Register district(contact City staff),provide plans for site development include a timetable and letter of credit forproject completionpment following demolition - Telecommunication facilities ❑ Color photographs showing site/existing structures,and of adjacent properties ❑ Site plan showing existing and proposed structures:include dimensions,setbacks street names,compass bearing,and scale ❑ Scaled illustration of proposed structures:include all dimensions;colors,materials,lighting,g ting,mounting details C7 Consult Article 240-12.22 of the City's Zoning Ordinance and Citystaff to ensure compliance p once with requirements for visual impact assessment and existing and proposed vegetative screening Revised 01/2019 Request for extension of current approval ❑ Identify date of original DRC approval: Current expiration date: Org.App.P � PPNo. ❑ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood. SEQR Environmental Assessment Form Applicants proposing the following must complete"Part I"of the SEQR Short Environmental Assessment Formavailable here: htt Form( available -Construction or expansion of a multi-family residential structure(4 units -I-) -Construction or expansion(exceeding 4,000 sq.ft.gross floor area)of a principal or accessory non-residential structure -Telecommunications facility,radio antennae,satellite dishes -Demolition Disclosure Does any City officer, employee or family member thereof have a financial interest(as defined by General Municipal Law Section 809) in this application? IE No 0 Yes-If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this application. Certification I/we, the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby requestan appearance PP before the Design Review Commission. By the signature(s)attached hereto, I/we certify that the information provided within this application and accompanying documentation is,to the best of my/our knowledge, true and accurate. I/we further understand that intentionallyproviding false or misleading information is grounds for immediate denial of this application. I/we hereby authorize the members of the Design Review Commission and designated City staff to enter thero e P P rtY associated with this application for purposes of conducting any necessary site inspections relating to this application. Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural Review of the Zoning Code of the City of Saratoga Springs. C - Date: 7/19/2019 (app9ant signature) Ai! (C CA‘`,- Date: -401 ) scant ignatur If applicant is not the currently the owner of the property,the current owner must also sign. Owner Signature: Date: Owner Signature: Date: Revised 01/2019 FOR OFFICE USE ONLY This application has been reviewed by the Zoning Enforcement Officer and is being forwarded to the Commission. Signature: Date: Additional Comments: Revised 01/2019 Top of Roof Beyond Existing Metal Facia $ Gutter L !s �. � r--.-° Tl�.00f Repair =�]-1a ' _� i1-11 f23' - 10" Existing _ • __ _ _ _ _�+ • A. �A -r 7• •r•._ rv_ - t• �-•i'1:�- •� -r_ .- �♦ r- ■ r� _ -•= r ' w ' _), •Lr %_.a Brick 'i a�-'`!\ ...3 r•• a. r• r r •t S'' -.;}'•- _ .r Y.rr i'. _ ' `�x '.• ?t�. - "� " • C; rr ♦ ' S• y•'! r 1•' _,r`- •\ r`\'� Yr♦-•-;■_'rS_�,T).,' -`ni_���•.,\Y� s"i•7 _• \•' ••+r! 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L-----,..----•,:-------- -:,_ _. _.-..-- -_-_:_-.........„.....,:....-:-::.,_,...,,--E.,..._......- -';_- T._. •-- =,:_i_. -,----T- „..,..., •..,;,ag.,i' -.,--,,,..-,-----,:,...----,- -:--- _,...- . ____,---.--.::-- ..,-_....,---_.--,--,..,z,_:,--zi CHA, E AsspcIATES Photographs p. . 76 Cobble Hill Drive 47 Caroline Street Project number 1901 Gansevoort, New York Wall Repairs Date 07/19/19 SK-02 Phone(518)583-6855 ' Drawn by I AlL i I Checked by LA 1 Scale NTS li Sa'!• try'•1}}If r.t,.l a°t gi'�� '-}• ' * y•7f yf t° ,1,+i r -e.-,.;:);4, f�?„/„..0 J 0 f S r{}-) fit.'-3 ?ill.s 1 EIt'J+ � .i ��'1 11-''.■ +!r _.• : v s I°l ��i ,1 •1'*f •T' L J F/ti q 3+ r4 e '� iii`�+. ,� y, a(7, rySt js 'F► . fry� ' �� Weatherlastic® ,bye+tla LomerIc Exterior Flfthe-, f•r r' 7 t �. �. � a �},'• 1l• i f !t, ,��. ��S,y'f�.• .k- r.r� h �li.�,1�.�l.• )•i.Le�fe � �. •+ SIS '*•.r r-`'ft lr }t +r j'4S�• r,., '" ••f`.ri, '1 Fr+ r�s r1 � �•1 r{, •;,t. •�r ec I. r} .v" e+■r��f '^ —7,'"100°F n� � )r t'ati�lr■h + e�,s 5` ;rl / al/._'r.e i 1 if .�r , �"�'�` Jf•'� -p 100°F x :�lrlc fi.c'r Trrt 'r rry "r� '� y;�l (aft �. .IIrJ! 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Irl n- � e, i t F�+. 1 PRoDUC7 WaSCRPTITON Weatherlastic is a line of textured finishes that are 100%acrylic,utilizing DPR(Dirt Pickup Resistant) jos4 chemistry and an elastomeric binder to bridge hairline cracks.Weatherlastic is available in four distinct textures.Weatherlastic Quarzputz5,Weatherlastic Sandpebble°,Weatherlastic Sandpebble` Fine,Weatherlastic Adobe°and achieve textures which are governed by aggregate size as well as the COVERAGE trowel motion in finishing the wall.Quarzputz produces an open-textured pattern in a regular or All coverages are approximate and depend on substrate, random style,Sandpebble trowels to a pebble texture,Sandpebble Fine produces a fine pebble details and individual application technique. texture;Adobe trowels to a smooth,fine sand texture. Weatherlastic quarzputz: Approximately:140 ft2(13 m2)per 70 lb(32 kg)pail. us,15 WeatherlasticSandpebble: Approximately 130 fe(12 m2)per 70 lb(32 kg)pail. WeatherlasticSandpebble Fine: Weatherlastic finishes are ideally suited as a protective and decorative coat over stucco,concrete,masonry, Approximately 150 ft2(14 m2)per 70 lb(32 kg)pail. CMU and EIFS substrates. WeatherlasticAdobe: Approximately 190 ft2(18 m`)per 70 lb(32 kg)pail. III FEATURES&BENEFI STORAGE E Weatherlastic finish must be stored at a minimum of FEATURE BENEFIT 40°F(4°C)and a maximum of 100°F in tightly sealed • Elastomericformulation • Bridges hairline cracks containers protected from weather and out of direct sunlight. ■ Dirt Pickup Resistant Wall stays cleaner longer u Mildew Resistant ■ Resists mildew longer NI/3d N TEN, NC Plasticizer Free — All Dryvit products are designed to require minimal More crack resistant maintenance.However,as with all building products, • Low temperature flexibility M Less likely to crack when it reaches a certain temperature depending on location,some cleaning may be required. ure See Dryvit publication DS152 on cleaning and recoating. pl PROPERTIES Drying Time:Drying of the Weatherlasticfinish is dependent on the air temperature,relative humidity and thickness of finish.Under average drying conditions[70°F(21°C),55%R.H.],protect work from rain for at least 24 hours. Testing information:For individual test data on this product's properties,please reference the chart included with this document. Job Conditions:Air and surface temperature for application of Weatherlastic finishes must be 40°F(4°C)or higher and must remain so for a minimum of 48 hours. Temporary Protection:Shall be provided at all times until the base coat,finish and permanent flashings,sealants,etc.are completed to protect the wall from weather and other damage. dryvfti. a' '��I '} r'}�� ;, +R+ �A'r7 a!.� i#�,ar�. S .. F\.�•� �rtr< rf J4+ i r�1 • .!'�1y1'f`�S'�i Ijez 3 I� ; 3A4,F. r 1 rj • al• 'fin ►� d�'��i*I `�,F'4'_i< •J � �1r `,�•h� l 'l�/`1,, ! _F�r t= ►4 b$1 .'ri st i pOI � l�•• -'fr �4 r'1 ilr• a7ypt■ • to} 1 S6 . •,, �p.r 11 aer w,. !r e '_ ° erlastic 4 C.%+ ' '+r''1 -�s' a-r rI YN i' fi r r s • ■ r 1, f t, _ r �, _� a �': . 1 � Ily rr • �fYr•,�i Fie,sole,kla.�tomeric E'.terior Finishes + r 'r . �`.'7w''•r , � � „ t f. �,, , ',,";._,~'• 1�1+ 1•i ?! ti . r,e ti �r t 1 +ti + L e 'ry, .f'1"i �.r .C. �w ��`'. •,,F+ fS lr,� (1'► " rif► i/�/�p +•!� 7 mow' �fi � f 1 ~ _� 1 -6 r °�,r � Jt 1VV K �r jF ,�f` hr dry..R•`▪ • ;=rte F9'f ofrl'�r� r `4It";,�tt-F.'� 1� 1� '� a '�'�w•yS-,► F F A 1�+ a' f•-'. Tir r°e�+ tr F+a.rt>r } : �13 t �V r � j4 r a .4 1 ill+ti'•ij � ,fp .ri Sr.�Plfir Tt.�, •�ry:".1�y�e}'r r•. -CTaal /�ti/,+f. .. vy �f.} ' .,}.rl ar�,•li4 ',/IIr,�V ■a+l . is'• a♦ 'i ,1Ftir � i�I�r i. :p,. l • , r •y�l '1. �s+°r"s. ►eT. /yi+r• i '` �r1r a j 3 d +; } -�r .i�s y r'�■ les` �I ♦y ti .. - - !�a�+i 1' /r ��, r��y 4�ra�.,•!'.4.4 y/ cif 1} .. ( r�i��'le�,3 rrt;`4.���?�f',�' ar+��r•,iA+i,yrF;r� �+!: _..- r1 t'�F. 1;,'1 7*.t .-a•.•■� k f 3 1 "� , S_ ,.r4►i tr� a'a ' , }_ • ,.. __ i_. . F. '��r ,,r A= r •r,+r S, 1'� •ra+;�,F •k'r'lo?. r 1► _ 1�, 1 • +s ,r�►'y�'r r R 1►.�r''} T'wF ltl e2 r�Frt'+r • �ti ,, ,▪ t ,t��-er 71 � r'r•:�.• r f r • ra} •v R SURFACEPREPAAT4 r VI Surfaces must not be below 40°F(4°C)and must be clean,dry,structurally sound and free of efflorescence, D541 grease,oil, release agents and curing compounds. - a Concrete:Shall have cured a minimum of 28 days prior to application of the coatings.If form release agents or curing compounds are present on the concrete surface,the surface shall be thoroughly CAUTIONS St LIMITATIONS washed with muriatic acid and flushed to remove residual acid.All projections shall be removed and Weatherlasticfnish must not be used on exposed small voids filled with Genesis°Primus°,Genesis°DM or Primus'DM mixture.Dryvit exterior horizontal surfaces.Minimum slope is Weatherprime°shall be applied to the prepared concrete surface using a roller or brush. 6 in 12 which is{271.Maximum length of slope is 12 in(305 mm). o Masonry:The masonry surface,with joints struck flush,shall be"skim coated"with Genesis,Primus, a Dryvit finishes shall not be used below grade when Genesis DM or Primus DM mixture to produce a smooth,level surface. applied as the finish for an ElF system. o Stucco:Weatherlastic finishes shall be applied to the properly primed,cured brown coat.If additives 4 Dryvit finishes are not intended for direct-applied,. are present in the stucco,a test patch shall be made and bond strength checked prior to application. vertical applications over exterior type gypsum If applied to existing stucco,one coat of Weatherprime should be applied to the brown coat before based sheathing board,foam plastic insulation or applying theWeatheriastic finish. other type insulation board. e Dryvit finishes shall not be returned into any sealant joint.instead,a coat of Dryvit Color Prime"or -- MUGAC9 Dryvit Demandit5 Smooth should be applied over the base coat in the joint. Thoroughly mix Weatherlasticfinishes with a Goldblattiiffler Mixer until a uniform workable •Due to the nature of the resins and additives used in consistency is attained. the formulation of Weatherlastic finishes,when exposed to damp conditions,the finishes will soften. This property is more pronounced immediately after pi APPLDCATIIOG application;as the finish cures the degree of softening is reduced. Weatherlastie Finishes:Using a stainless steel trowel,apply a level coat of Weatherlastic finish to a •Weatherlastic finish colors appear slightly darker uniform thickness slightly thicker than the largest aggregate.The texture is achieved by a uniform hand than the same color in a Dryvit DPR finish. floating motion with a clean stainless steel trowel,plastic trowel or wood float.Apply light pressure in a •Avoid applying finish in direct .sunli htAlways work g Y circular motion.Maintain a wet edge for uniformity of color and texture. on the shady side of the wall or protect the area with appropriate shading material. CLEAN UP Clean tools with water while the Weatherlastic finish is still wet. TECHNICAL AND FIELD SERVICES Available on request. Wt,',_tr"(%i'q Z, Yt.�c 7.' .'': • ,,i+1, r.,,, `•,)y ��� [[�Sr �_ ',� ' ...� ` tx`t' ,.'�+.17{i.�r �i,f.�ryy r•'�1'i;'r� }i tt• ' fir,L\ .�� i yllp�',�as - �+w t .�,` j 4+ ti r! }e V1 +�F,R'.il �` )4,11. �, ± t' '.'"'W1 i s'=c: r=VVatherIstic !l l+ 4 W r g4 , ,v;.:11"' ' t ) a-:A x .=,t�-rf- '- b}'''4 .� A� '� ik yr. , "', ` ' *.i.'''4 + •l4•Tale,Clastomer�c E:terwor Fini'Lnc� ;,,,.,4 r,, � +" t�,..-1',I 01' �',�•,�; • , r'+t.t• i• ',,r:��,■' s.,,,,,,y_„;,,,,,:.'S,,,yrs, yl, j 't !,".i?::,, ,t,`I'.:,,,,' I 'r16 +x'.(--r [ ',,, :- .�.,''''..-1 '' `''' , .- , .' , �f f,',}, ■"!H, p ,,,,sry/ r J .4':, .,+, ,..,1 + °*,s1 '`,ti,i•ii+'r . -,=rr, �•ti;,,♦3{a+'.`�'..++ • �'-'100 f ' f ,r.�','°*,[,,,Z„•''� .,,,. f•i. f.' S_ ',`r ,l,+r F'k=• [•Ayyy,,,,,,, �'lw , •f`j• al+���'Ylk, t�' ir+,�}•F ' l• h .T•,,ti.r y)+' yl •'• V f �t » f i t l,,,, '_ '+a A,..r,-,',...,,T , .t .„d{�r' • ,, #irR. ,. It:, yr.�i,Y ' � r4'� ,ty��M{1.1.f,� fi,,‘,/, + S l.fr ;,� }roc •i[■ �! ,(4,'.1.-.',',',; !7 ,',..4',,,.:,);:,-.1/2,1.f..,7;, J.,�y ,-.1/ t r { �ri t r'�i ��l a�)y f{� �*J 1,r�,',0` •t,'`�°} ��-['"7. ,'1%.,."t1 �.•i`r� ' l7rr � j�._lre*isrJ �i zS i'4,'..-;-.,,,-,, Tx'-,:\i S ih`�'frtt�,F{'' 'a° S ,[s*6fd lit. , r .".'';',"%:,;.,:n.+M1 ,,=,js+,.,,.it 4r'}.,+{.,r i''ti J[,,i',,,,,' 1 s xwF,`1• r r s-.r�?,t;Af,s -. r'``,----..v - •i(1"y1,�Sr•t•'', 1;.,..‘.400,,,,,,,.;J ' 4e..„‘:,,.:.,...,,,..,,, 'ie {} .{*. +. ,• :i �,I',a1d',,sy►,',,i •.,i f..,.,.•�T�"t n1L - •••_ .7-- „,,,,„„,,,,,.4„.,' f R• ,• Spy f,,,,t4t,,. A ” • �� r ' ▪ 1+i .r Ori-.. ,7" "e .e,, .. .i.,, , •..... . . . 4,.. -t. _,)„,„,,..:,1.,,A,..,,,:.:?::::,,-;•,,;;:gfri•f•:.4,,, i,,,,,,;,,,,.::,..J .-,,,,,,„,rif:i,.,:,.,,. ',...,,,,,,.,i..,.::',..,..,c.c.,-,?,..-3 i,:,,....:,.. -:-,:c' ,,,,,,.,1•.,1 om. „„di 'pai Weatherlastic®Finish Testin ,' _ - - , - , Test Test Method Criteria Resuits1 Surface Burning Flame Spread X25 ,, Characteristics ASTM E 84 Smoke Developed<450 Passed ,,,i Flexibility2 ASTM D 522 Method B N/A Passed:1.0 in diameter @ 40°F Water Vapor Transmission ASTM E 96 Procedure B Vapor Permeable 17.4 Perms ASTM G 154 Cycle 1(QUV) No deleterious effects.after No deleterious effects'after 2000 hours 5000 hours Accelerated Weathering ASTM G 155 Cycle 1(Xenon No deleterious effects after No deleterious effects3 after Arc) 2000 hours 5000 hours Chalk RatingASTH D 4214 after ASTM G 154 Cycle 1 N/A Chalk rating:9+ after 5000 hours QUV Instrumentally Measured ASTM D 2244 Color Difference4(Includes CIELAB,10°Observer after N/A Color change:13 Delta E yellowing) ASTM G 154 Cycle 1 after 5000 hours QUV ASTM E 2485 No deleterious effects.after No deleterious effects.after 60 cycles 90 cycles Freeze-Thaw Resistance ASTM E 2485 No deleterious effects3 after No deleterious effects.after 10 cycles 10 cycles Mildew Resistance ASTM D 3273 No growth 28 day during No growth after 28 days exposure period Salt Spray Resistance ASTM B 117 No deleterious effects.after No deleterious effects.after 300 hours 1000 hours Water Resistance ASTM 0 2247 No deleterious effects.after No deleterious effects3 after 14 days 42 days ASTM D 968 No deleterious effects'after No deleterious effects'after Method AFalling Sand 528 quarts(500 liters) 1057 quarts(1000 liters) Abrasion Resistance ASTM D 4060 Taber Abrasion (500 g load) N/A 1000 cycles:50 mg mass loss/rev Adheslon to Concrete ASTM D 4541 15 psi minimum >156 psi Tensile Bond ASTM C 297/E 2134 15 psi minimum >24 psi Tensile Strength 200 psi Physical Propertiess ASTM D 412 N/A Elongation--450%Recovery at 100% Elongation-90%minimum 1.Testing referenced is based on Weatherlastic Quarzputz Pastel Base finish. 2.Finish applied over aluminum panels,bent on cylindrical mandrels as described in ASTM D 522 Method B.Lower diameter indicates higher flexibility. 3.No cracking,checking,rusting,crazing,erosion,blistering,peeling,or delamination when viewed under 5x magnification. 4.Delta E is total color difference,including yellowing,lightening,darkening,changes in red,blue,and green color values.Finish exposed to 5,000 hours of QUV prior to evaluating Delta E. 5.These properties are accurate for neat films.Actual results will vary with aggregate size and texture. --------- Information contained in this product sheet conforms to the standard detail recommendations and specifications for the installation of Dryvit Systems,Inc products as of the date of publication of this document and is presented in good faith. Dryvit Systems,Inc assumes no liability,expressed or implied,as to the architecture,engineering or workmanship of any projectTo ensure that you are using the latest,most complete information,contact Dryvit Systems,Incdryviti For more information on Dryvit Sys_tems or Continuous I nsulatior;,visit these links. Printed in USA.Issued 10-04-16 ODryvitSystems.Inc.1994 Dryvit Systems,Inc. One Energy Way l West Warwick,RI 02893 (800)556-7752(www.,dryvitcom "1- : co co 0 1 0,_ 04 cr• 0 Cl !IIIIIIII!cei IL . • ...D 0 IN 0 . ..D (-I ..D i 7E: , co co -, ..._ co : 'ce) -, . • < c .. ,,.... , co -.7- (j) iv co , er.1 .1I .TI . a CI_ .2.. 2: a .TI 0 --I "1 +V I— icu 1.-J1 i (,) , c 1.. n _ — ...._ „ ..,. 0 7,- • _. .., CO ,--1 Chi . ' *1-• ' IN 0 • ' - 1 i . ...0 1 0 0,1 tp 1 '.•04 .LD C--1 -.- -:,--- 0 , •',El --. 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