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HomeMy WebLinkAbout20190208 Wasabi Pergola Additional Material 5-9-19 5/9/2019 Z,mbra Zim bra jennifer.merriman@saratoga-springs.org DRC Wasabi Pergola details as requested From :Tonya Yasenchak <tonyay@nycap.mcom> Wed, May 08, 2019 01:35 PM Subject : DRC Wasabi Pergola details as requested ffi2 attachments To 'Bradley Birge' <bbirge@saratoga-springs.org> Cc : 'Jennifer Merriman <jennifermerriman@saratoga- springs.org> Design Review Comm'ssion: Attached are the following details as requested by the DRC for the Wasabi pergola: • Cross Section Detail which depicts a 2x4 wood edge (installed vertical) along the perimeter of the top of the pergola which is intended to screen the edge of the poly carbonate roofing. The roofing and purlins will be installed within the 2x4 perimeter edge, • Concealed wood post base detail from Simpson Strong Tie. • Stain Color: Wasabi would like to match the pergola wood color as close as possible with the wood stain of their sign. Attached are color samples from Sherwin Williams on-line catalogue which are all very close to the sign color. Please let me know if there are any questions or if you need more information. Wasabi will be submitting for permitting shortly. Thank you for your time and cooperation. Tonya ENGINEERING AMERICA CO. -Oztalitv Design with Integrity Tonya Yasenchak. PE 76 Washington St., Saratoga Springs, NY 12866 518/587—1340 tonyay@nycapirr.com Wasabi -Pergola details-05082019132307.pdf [F,±- 2 MB Stain Color.pdf 58 KB https://m.saratoga-springs.org/b/printrnessage?Id=84406&tz=America/New_York 1/1 I..: 7$ . .. I3 ZS 91- 0 rt u: '' 1LA R cr) . , . ' .. •- '7- . -.7• • M Iii - 3: ..- ":. _ 7:1 .-T — iE 0 03 C a- ib 03 all kr] CD c-11 .I 0 Ii.) 5.E 9L- c, . 0 'al 0 , II) L, Ian VP ci. u) 'r- 2! ro3 n m .„ . ..=. •- ...1. 43 :., ,,,_ •,;! ::. ID = • 72 h, •t- ...., i NI = .- kr] .7 Ll LfJ — .• Lil = E) -.-. . • CIL.7.7. IeI) .1. •=, a, 9"=- • • a— Ef] •-.. ..}) .' 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Lti ti 0 �� w m 00 - Ci) k Z oci.0 N00CO L dLU S 0Cr Cif) 1C Cr 0 > COw : il P,‘,. � C� L0 CO u w(/) 0 0 ->O W 0 m Qtw 0 I--- CL 0 WV) \\ . -, 1-11 0 0 ° °1.% Z �Nc1., 0 0 Z 0 v)� ti CK k-Wwo_ Q3 Z J U j~ w ti La Q>-U U pZ0 cc IY.zLLU • 00 J a Q ER C4 I- ©�4 zz zw as 4 z c0 Q c.) .I, 4c, •z, m .. �i-� as ,....--, __, 0 , CO= ..s. CA en 00 tO;t41 i vl CAVI 5 1) 1 .ba 0 3 r SIMPSON Strong-Tie Post aces (Hardened Posts must be correctly attached to a concrete footing in order to resist lateral and uplift loads. Preservative treated wood that is cut must be field treated or Code Requirements the post must be elevated off the concrete by V. Load Resistance Simpson Strong-Tie® Solutions /Columns shall be restrained to These products utilize anchors installed during the pour or prevent lateral displacement at after the concrete hardens. the bottom end.Wood columns shall not be less in nominal i size than 4"x 4". /11 - __—,-#.11.1j.....--- IRC 2009/2012, Section 8407,3 i , `��'o V Column and post-end .,� T4s.}r.. ry4 connections shall be fastened ;,. `U: 1;� ,j- 'D° to resist lateral and net induced ` 01 , '^ f'' uplift forces. i . 1. i1r oofi N., IBC 2009/2012, Section 2304.9.7 , . , 4 f, a ' �O,. �1 11110 ' Decay Resistance of Post /Wood columns shall be ABW Adjustabi ost ABU Adjustabl. est EPB44P `G CPTZ Concealed approved wood of natural Base with Stan 1 f Base with Stan' f Elevated Pos` 'ase Post Tie decayresistance or roved Available in ZMAX coating o Available with ho lip Available in pp ZMAX°coating. stainless steel pressure-preservative-treated galvanized coatin► ZMAX coating. wood. Exception: Columns recommended. P exposed to the weather when supported by concrete piers Post-Installed Anchors or metal pedestals projecting Installing a post base on hardened concrete requires the installation of a 1"above a concrete floor or 6" post-installed anchor to attach the base to the concrete. Simpson Strong-Tie above exposed earth and the offers a variety of mechanical anchors and anchoring adhesives that are earth is covered by an approved code listed for structural applications. impervious moisture barrier. IRC 2009/2012 Section R317.1.4 Mechanical Anchors: ,-4 IBC 2009/2012 Section 2304.11.2.7 Strong-Bolt®2 Wedge Anchor tai { The Strong-Bolt° 2 wedge anchor is theVS17-,,--,..s •i � °. „- ` Selection of products based upon next-generation solution for cracked and I? tr {} ' r performance and/or suitability for untracked concrete. Available in stainless steel :s ` t. - a specific application should be it is code-listed by ICC-ES under the 2009 IBC , ', ' ` t'{ made by a qualified professional. requirements for post-installed anchors int - rti. Simpson Strong-Tie recommends cracked and uncracked '� -1; -; ; s a,,,, -, that deck designs be approved concrete by the local building department Anchoring Adhesives before construction begins. Anchoring adhesives are ideal when maximum strength is needed or when anchoring close to the h edge of concrete or masonry. Simpson Strong-Tie® SET-XP®epoxy is a high-strength epoxy adhesive ` ,_ , ,. n and AT-XP® is an acrylic formula ideal for fast cure t ,r 3 0f and cold-weather applications. Both products are ' ” available in a variety of cartridge sizes, including y.� £ ' y Y ' 'convenient single-tube cartridges. Hot-dip galvanized � _ X4511B or stainless-steel threaded rod recommended. I Pliees/Z/f For more information on these products see the Simpson Strong-Tie® 5/70/1/9 Anchoring and FasteningSystems for 9 y Concrete and Masonry catalog or visit www.strongtie.com/anchors. Engineering America)Co. Quality Design with Integrity F-DEC'KCODE130 2013 SIMPSON STRONG-TIE COMPANY INC. 76 Washington St.,Saratoga Springs,NY 1286C;KCONNECTION AND FASTENING ENlNGUIDE 1 i i 518/587.1340