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HomeMy WebLinkAbout20211055 422 Broadway Addition Supplemental Information Amanda, Pursuant to you email below,attached please find the following: Existing building photos. Drawings A13-A14 Existing Elevations—Elevations previously submitted show the extent of the new s Fiber Cement Board Siding Specifications. Kawneer storefront and window specifications. With regard to mechanicals please note the following: We are not contemplating that the mechanical equipment will need to be screened. The existing equi moved to the new roof in approximately the same locations as currently exist and are located in the ce roof. I will be up on the roof tomorrow and will take some photographs. The new equipment will con: additional small compressors(+/-30" high) located near the existing units(see photographs). Lighting: Similar to the existing building, lighting will only include(1)code required exterior light located above operable glass door panels Please let me know if you have any comments or should require any additional information. We will forward t photographs of the existing roof/mech.equipment tomorrow. George L. Olsen Olsen Associates, Architects 456 Broadway 201 Saratoga Springs OANew York 12866 Tel 518 583 9004 Fax 518 583 9122 http://www.olsen-architects.com www.facebook.com/olsen.architects From:Amanda Tucker Sent:Thursday, November 04, 2021 4:13 PM To:george<george@olsen-architects.com> Subject:422 Broadway Good Afternoon, I am in review of your application to the DRC for 422 Broadway. Please provide the following informatic complete our review: • Color photographs of the current building with context. • Existing elevations showing the changes • Cut sheets of any proposed products and materials • Information regarding any lighting that is proposed for the addition. Please let me know if you have any questions. Thank you, Amanda **Visit our website for the new 2021 Application Forms and Fee Schedule. • _ ....,_oisloor' _� M W . ems, I a�. *k� — - ---• — .— — ti ---,,,,,...s1:11a - r ;. iu r - i IiIti i � s m,rLd a w r-4r, -1'7= i �L ( N. T r. , .- illii. Adeik '. 1 Existing Photos 11.10.21 422 Broadway • Saratoga Springs, NY • • • 422 Broadway,LLC•Olsen Associates,Architects,P.C. • • • O O m} om om IIIIIIIII .I, IIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111IIIIIIIIIIII 1111IIIIIIIIIIIIIIII 11.111 •I�II�I II 111.1■1111.1; _1 ons in IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,II,llllllllllllllllllllll IIIIIIIII iosi 111 Cn IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111111111111111 11111 imwou ill EN! 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L ,. �I muiI' II1111gIIIIE • 40Baway ,A 2, A ,p1 D � Aaa Building Elevations AG SI JamesHardie- TECHNICAL DATA SHEET Effective April 1 Hardie® Textured Panels All national,state,and local building code requirements must be followed and where they are more stringent than the Hardie®Textured Panels installation requirements, state and local requirements will take precedence. � . u • I •ne This document applies to the following Hardie®Textured Panels: Hardie®Smooth Sand Panel, Hardie®Multi-Groove Panel and Hardie®Knockdown Panel.The use of this •roduct is limited to buildin.s not exceedin. 85 feet in hei.ht. General Description Hardie®Textured Panels are non-combustible fiber-cement panels, manufactured by James Hardie Building Products Inc. Product Dimensions Thickness—0.3125 inches Length—96, 120, &144 inches Width—48 inches Vertical Joint—Shiplap Product Composition Hardie®Textured Panels are Grade II, Type A, fiber-cement sheets as defined by ASTM C 1186.The panels are manufactured by the Hatschek process and cured by high pressure steam autoclaving. Code Compliance Hardie®Textured Panels complies with: • The 2009, 2012, and 2015 International Building Code®(IBC) Section 1404.10, 2018 and 2021 International Building Code®(IBC) Section 1403.10 and 2009, 2012, 2015, 2018, and 2021 International Residential Code®(IRC) Table R703.3(1) and Section R703.10.1 as ASTM C 1186 Grade II, Type A Fiber Cement. • The 2017 and 2020 Florida Building Code®(FBC)Section 1404.10 and 1405.16 as ASTM C 1186 Grade II, Type A Fiber Cement. Wind Design: • Design Tables 2&3 provide allowable capacity in mph for transverse load conditions for the Hardie®Textured Panels attached to either wood framing,furring or WSP,tested in accordance to ASTM E 330. • Wood framing shall have a specific gravity of 0.42 or greater unless otherwisestated. • Wood Structural Sheathing(WSP)panel must have a specific gravity of 0.50 or higher unless otherwise stated. Fire Characteristics: • Hardie®Textured Panels are classified as non-combustible when tested in accordance with ASTM E136. • Hardie®Textured Panels may be used in ASTM E119 fire resistance rated assemblies as listed by Warnock Hersey. • Hardie®Textured Panels are a Class A material according to 2017 and 2020 FBC,2018 and 2021 IBC Section 803.1.2;Surface Burning Characteristics when tested in accordance with ASTM E 84: Flame Spread Index=0 and Smoke Developed Index=0. • The building official reserves the right to approve alternate materials,design and methods of construction based on research reports and/or tests based on 2018 IBC, 2017&2020 FBC Section 104.11. • Test reports can be furnished to the building official upon request,contact your local James Hardie sales representative. Installation Requirements • Hardie®Textured Panels shall be installed on exterior walls braced in accordance with the applicable building code. • A water-resistive barrier complying with Section R703.2 of the IRC or Section 1403.2 of the FBC is required to be installed. • Install the Hardie®Textured Panels in accordance with this report and the James Hardie published installation requirements. For a copy contact your local James Hardie sales representative or visitwww.JamesHardiePros.com. Table 1, Hardie®Textured Panels ASTM C 1186 Physical Properties and Supplementary Requirements ASTM Test Method General Property Unit or Characteristic Requirement Result Length ±0.5%or±1/4in Width ±0.5%or±1/4in :: ASTM C1185 Dimensional Tolerances Thickness ±0.04 in Pass Squareness <1/32 in/ft of length Edge Straightness <1/32 in/ft of length T.°, ASTM C1185 Density,lb./ft' As reported <83 u ASTM C1185 Water Tightness Physical Observations No drop formation Pass Wet conditioned,psi >1015 psi ASTM C1185 Flexural Strength Pass Equilibrium conditioned,psi >1450 psi ASTM C1185 Warm Water Resistance,Observations Physical Observations No visible cracks or structural alteration Pass ?, ASTM C1185 Heat/Rain Resistance Physical Observations No visible cracks or structural alteration Pass Physical Observations Mass No visible cracks or structural alteration ASTM C1185 Freeze/Thaw Resistance Loss,% <3.0% Pass ❑ Freeze/Thaw,%strength retention >_80% Flame Spread Index(FSI)Smoke As reported 0 ASTM E84 Surface Burning Characteristics Developed Index(SDI) 0 Fuel Contributed 0 Si International Building Code° A ASTM E136 Non-combustibility As reported Pass LL ©2021 James Hardie Building Products,Inc.All rights reserved.TM,SM,and®denote trademarks or registered trademarks of James Hardie Technology Limited.Other marks or registered trademarks or service marks are the property of their respective owners Page 1 of 3 Effective April 2021 eo JamesHardie' TECHNICAL DATA SHEET Hardie® Textured Panels All national,state,and local building code requirements must be followed and where they are more stringent than the Hardie®Textured Panels installation requirements, state and local requirements will take precedence. Table 2,Wind Design Table, Exposed Fastening Allowable Wind Speed (mph)for Hardie®Textured Panels (Analytical Method in ASCE 7-10, 7-16 Chapter 30) 2017&2020 FBC, 2012&2015 IBC, 2006,2009& 2015&2018 IRC 2012 IRC (Ultimate Design 2006&2009 IBC Wind Speed, (Nominal Design Vult),5,9 Wind Speed, 2018 IBC Vasd)4'1Q12,13 (Basic Design Wind Speed,V)11 Wind exposure Wind exposure category category Minimum Fastener Fastener Stud Allowable Building Product' Thickness Frame Type Spacing Design Height B C D B C D (in.) Type Spacing (in.) load (psf) (ft.)2,3 0-15 153 139 126 119 108 98 16 Gauge, Hardie® 11/2"long, 4 inches 6 20 153 135 123 119 105 95 Textured 5/16 stainless along studs 2X4 wood 16 33.8 Panels Finish Nail 40 147 126 116 114 97 90 60 139 120 112 108 93 87 0-15 160 145 132 124 113 102 16 Gauge, Hardie® 11/2"long, 4 inches 7 20 160 141 129 124 109 100 Textured 5/16 stainless along studs 2X4 wood 16 37.0 Panels Finish Nail 40 154 131 121 119 102 94 60 145 126 117 113 98 91 4 inches o.c. 2x4 wood or 0-15 139 126 114 107 97 89 Hardie® 16 Gauge, vertically 20 ga.(33 20 139 122 112 107 95 86 1.25"long, along furring mils)steel Textured 5/16 16 27.7 stainless strips spaced framing with Panels Finish Nail at 16 inches 3/4"thick by 40 133 114 105 103 88 81 o.c., min.3/8" 3.5"wide WSP 60 126 109 101 97 85 78 from edge of furring siding (SG=0.50)14 4 inches o.c. 2x4 wood or 0-15 122 110 100 94 85 78 Hardie® 16 Gauge, vertically 20 ga.(33 mils) 20 122 107 94 83 Textured 5/16 1.25"long, along furring steel framing 16 21.4 Panels stainless strips spaced with 3/4"by3.5" 40 117 90 Finish Nail at 16 inches wide SPF o.c., min.3/8" furring 60 110 - - 85 - - from edge of (SG=0.42)14 siding 1. Installation must be in accordance with manufacturer's installation instructions 2. Building heights are the mean roof height(ft)of a building except the eave height shall be used for the roof angles of less than or equal to 10°(2-12 roofslope) 3. Linear interpolation of building height(5 60ft)and wind speed is permitted. 4. Wnd speed design coefficient assumptions per Analytical Method in ASCE 7-05:1=1,Kzt=1,Kd=0.85,GCp=-1.4,GCpi=-0.18 5. Wnd speed design assumptions per Analytical Method in ASCE 7-10&ACE 7-16 Section 30.4:Kzt=1,Kd=0.85,GCp=-1.4,GCpi=0.18 6. Wood framing species must have a specific gravity of 0.42 gravity orhigher. 7. Wood framing species must have a specific gravity of 0.46 gravity or higher. 8. Wood Structural Sheathing panel must have a specific gravity of 0.50 or higher. 9. Vult=ultimate design wind speed. 10. Vasd=nominal design wind speed. 11. V=basic design wind speed 12. Basic Design Wnd Speed per ASCE 7-16 or 2017 FBC/2018 IBC Figures 1609.3(1)through 1609.3(8).Where design is based on the fastest mile wind speeds,the basic wind speed shall be converted to the fastest mile wind speed Vfm per Section R301.2.1.3 of the 2012 IRC. 13. 2017&2020 FBC,2018 IBC Section 1609.3.1 Eq.16-33,Vasd=Vult(0.61°5 14. The NDS published specific gravities of SPF lumber&Wood Structural Panel(WSP)furring are 0.42 and 0.50 respectively.Attachment of the furring to the structural framing must be determine by the project design engineer to resist the allowable design wind loads for the maximum wind speeds as tabulated. ©2021 James Hardie Building Products,Inc.All rights reserved.TM,SM,and®denote trademarks or registered trademarks of James Hardie Technology Limited.Other marks or registered trademarks or service marks are the property of their respective owners Page 2 of 3 Effective April 2021 JamesHardie TECHNICAL DATA SHEET Hardie® Textured Panels All national,state,and local building code requirements must be followed and where they are more stringent than the Hardie®Textured Panels installation requirements, state and local requirements will take precedence. Table 3,Wind Design Table, Off-Stud Nailing Application Allowable Wind Speed (mph)for Hardie®Textured Panels (Analytical Method in ASCE 7-10, 7-16 Chapter 30) 2017&2020 FBC, 2012&2015 IBC, 2006,2009&2012 2015&2018 IRC IRC (Ultimate Design 2006&2009 IBC Wind Speed, (Nominal Design Vult),5,9 Wind Speed, 2018 IBC410,12,13 (Basic Design Wind Vaud) Speed,V)11 Wind exposure Wind exposure category category Minimum Fastener Fastener Stud Allowable Building Product' Thickness Frame Type Spacing Design Height B C D B C D (in.) Type Spacing (in.) load (psf) (ft.)2'3 16 2X4 wood 0-15 172 156 142 133 121 110 Gauge, 4 inches with min Hardie® 11/2" along studs 7/16"Wood 20 172 152 138 133 117 107 Structural Textured 5/16 long, &panel Panel8 16 42.7 Panels stainless edges. Sheathing 40 165 141 130 128 109 101 Finish See figure 1 attached per Nail coed 60 156 135 126 121 105 97 1. Installation must be in accordance with manufacturer's installation instructions 2. Building heights are the mean roof height(ft)of a building except the eave height shall be used for the roof angles of less than or equal to 10°(2-12 roofslope) 3. Linear interpolation of building height(5 60ft)and wind speed is permitted. 4. Wnd speed design coefficient assumptions per Analytical Method in ASCE 7-05:1=1,Kit=1,Kd=0.85,GCP=-1.4,GCP;=-0.18 5. Wnd speed design assumptions per Analytical Method in ASCE 7-10&ACE 7-16 Section 30.4:Kz,=1,Kd=0.85,GCP=-1.4,GCP;=0.18 6. Wood framing species must have a specific gravity of 0.42 gravity orhigher. 7. Wood framing species must have a specific gravity of 0.46 gravity or higher. 8. Wood Structural Sheathing panel must have a specific gravity of 0.50 or higher. 9. Vw=ultimate design wind speed. 10. Vasd=nominal design wind speed. 11. V=basic design wind speed 12. Basic Design Wnd Speed per ASCE 7-16 or 2017 FBC/2018 IBC Figures 1609.3(1)through 1609.3(8).Where design is based on the fastest mile wind speeds,the basic wind speed shall be converted to the fastest mile wind speed Vfm per Section R301.2.1.3 of the 2012IRC. 13. 2017&2020 FBC,2018 IBC Section 1609.3.1 Eq.16-33,Vasd=Vult(0.6)°5 Figure 1, Fastening Configuration for 16" O.C.Wood Frame: Off-Stud Application 3/8' 3/8' 2" 4" • 4 in o.c. along studs • • • 4 in o.c. along panel edges • o Edges may be attached to WSP sheathing only ' • • • • - - 16" 16" 4ft ©2021 James Hardie Building Products,Inc.All rights reserved.TM,SM,and®denote trademarks or registered trademarks of James Hardie Technology Limited.Other marks or registered trademarks or service marks are the property of their respective owners. Page 3 of 3 TRIFAB° VG (VERSAGLAZE®) < KAWNEER TRIFAB®VG 450, 451 & 451T (THERMAL) FRAMING SYSTEMS & TRIFAB®451 UT (ULTRA THERMAL) FRAMING SYSTEM Design + Performance Versatility with Unmatched Fabrication Flexibility lf...,.•,-... Allillii • I — • r p ,�/' ^rY�sY ---�--„� :;---)".11-:. ttir _��` . s r _ -,'::;7:: rr' :"-:.7..:'"": t a' �''''�� 7s!F. ..'I /9f r j?� r17•\ , te Z - & fr-;;:: - i -'' I ." 1 ,4411 !'' ,u. ,. J 4. I; a s A. • r II jill Geisinger Professional Building „ �� 1. I Jenkins Township,Pennsylvania ...,, - J�+~ - t �. ARCHITECT ._ -,11,t I'�Ir . .III` I >V, 4 , !, .i i r t OF 'Wlericle Commercial Real Estate Services �, ,r.'� t�r•IE r i Wilkes-Barre,Pennsylvania. !,Y Tt ,1..,i; ,� a; 1' GLAZING CONTRACTOR Fx is ..,q /, .,. , „,•,4„, .,,,,_.... ._.. ..,,,• ' UA '7e.5 rY'_� '.. , Sterling Glass,Inc..Scranton; enn>ylly a s - - - ____,.._,0.1 ,. •' _4.': .-c l ,Lr_. y •... Y1 ,4 T 1: PHOTOGRAPHER a �• y.` •-•',,-.1,-.t'” u'" _^�wy. , r fs*`dt. i74'c''S , t # �1M, �,1 ©Perzel Photograph; . ,a 4'''''''-- ) �-t _ F . Yr Ir, {.?. r,....!:.,;,,...\- 'r f"wF $i a, Trifab®VersaGlaze°is built on the proven and successful Trifab° glazing (SSG)and weatherseal glazing options further expand designers' platform—with all the versatility its name implies.There are enough choices,allowing for a greater range of possibilities for specific project framing system choices,fabrication methods,design options and requirements and architectural styles.All systems have a 4-1/2" frame performance levels to please the most discerning building owner, depth;Trifab®VersaGlaze®450 has 1-3/4" sightlines,while Trifab® architect and installer.The 4.5" depth Trifab®VersaGlaze®Framing VersaGlaze®451/451T and Trifab®451 UT have 2" sightlines. System family is available with non-thermal,thermal and ultra-thermal performance levels.The ultra-thermal Trifab°451 UT Framing System, is With seamless incorporation of Kawneer entrances or windows, designed for the most demanding thermal performance and employs a including GLASSvent®visually frameless ventilators,Trifab®framing dual Isolock®thermal break. can be used on almost any project.These framing systems can also be packaged with Kawneer curtain walls and overhead glazing,thereby AESTHETICS providing a full range of proven,and tested,quality products for the Trifab®VersaGlaze®Framing Systems offer designers a choice of owner,architect and installer from a single-source supplier. front-, center-,back-or multi-plane glass applications.Structural silicone ECONOMY PERFORMANCE Trifab®VersaGlaze®450/451/451T/451 UT Framing Systems offer a Kawneer's Isolock®thermal break technology creates a composite variety of fabrication choices to suit your project: section, prevents dry shrinkage and is available on Trifab®VersaGlaze® • Screw Spline—for economical continuous runs utilizing two-piece 451T. For even greater thermal performance, a dual Isolock®thermal vertical members that provide the option to pre-assemble units with break is used on Trifab®451 UT. controlled shop labor costs and smaller field crews for handling and installation. (available for all systems) • Shear Block—for punched openings or continuous runs using I tubular moldings with shear block clips that provide tight joints for transporting large pre-assembled multi-lite units. (available for 450/451/451T systems) • Stick—for fast,easy field fabrication. Field measurements and - 16 material cuts can be done when metal is on the jobsite. (available for 450/451/451T systems) • Pre-glazed—The combination of screw spline construction with Trifab®451 UT uses a dual Isolacka thermal break(right)and features a new high- performance sill design,which incorporates a screw-applied end dam(left),ensuring pre glazing in the shop accelerates installation and reduces field positive engagement and tight joints between the sill flashing and end dam. labor time while minimizing disruption to the surrounding area or existing tenants. Making it an exceptional choice for new or retrofit U-factor,CRF values and STC ratings for Trifab®framing systems vary applications,particularly in urban areas or where space is limited. depending upon the glass plane application. Project-specific U-factors (available for 451/451T/451 UT framing) can be determined for each individual project.(See the Kawneer Architectural Manual or Kawneer.com for additional information.) VIIIIPPIP7 Thermal simulations showing temperature variations from exterior/cold side f f ` to interior/warm side. s` � L - >} -------------- ■ Trifab®VersaGlaze®451 Trifab®VersaGlaze®451T Trifab®451 UT Jli11111l rirlill Brighton Landing riEri - Cambridge,Massachusetts COLO• •WARM ARCHITECT ADD Inc.,Cambridge,Massachusetts GLAZING CONTRACTOR PERFORMANCE TEST STANDARDS Ipswich Bay Glass Company,lnc.,Rowley,Massachusetts Air Infiltration ASTM E283 PHOTOGRAPHER ©Gordon Schenck,Jr. Water AAMA 501,ASTM E331 Structural ASTM E330 All systems can be flush glazed from either the inside or outside.The Thermal HAMA 1503 weatherseal option provides an alternative to SSG vertical mullions for Trifab®VersaGlaze®450/451/451T.This ABS/ASA rigid polymer Thermal Break AAMA 505,AAMA TIR-A8 extrusion allows complete inside glazing and creates a flush glass Acoustical AAMA 1801,ASTM E1425 appearance on the building exterior without the added labor of scaffolding or swing stages.Additionally, high-performance flashingII ■ 111 i options are engineered to eliminate perimeter sill fasteners and II I associated blind seals. ` I iv 8- I l7 F ■ FOR THE FINISHING TOUCH Front Center Back SSG Weatherseal Multi-Plane Architectural Class I anodized aluminum and painted finishes in fluoropolymer(AAMA 2605)and solvent-free powder coatings(AAMA 2604)offer a variety of color choices. Kawneer oloyParCompany, AInc. Norros, 3009dge r[ 770 449kawnee555r.com©Kawneer company,mc.zoos-zozo Technology Park/Atlanta Norcross,GA 30092 kawneer.com Form Number 17-2289.0 Tafab",VersaGlazeT,Isolnck"and GLASSve,r are registered trademarks of Kawneer�mpany,mu. ARCHITECTURAL SYSTEMS I ENTRANCES+FRAMING I CURTAIN WALLS I WINDOWS