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CC-000124-2015 c v iQ U O `J LO z CA U 3w ti U a CV m 110 00 E 0O 1.0 00 v � N fr1 Q O U y Cc I-+-i N � � •U � '" d C/] 2 7"' � � a3 N a-• I.N. � Q, O Ct3 a cc U 75 71 CIA ai r � Lr) Q V H O oLAN U m W. 0 v N � 0 p o rq O W U N bA 4 N C O V � �� . 4 O F:L� m 4 ii TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: CC-000124-2015 - 3 Tax Map No: 296.15-1-2 Permission is hereby granted to: Schermerhorn Properties REVISED For property located at: 66 Gentry LN In the Torun of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Schermerhom Properties Factory-Industrial-New $25,000.00 Owner Address: 536 BAY RD Total Value $25,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Richard Schermerhorn 536 Bay RD,2 Queensbury,NY 12804 Plans& Specifications Commercial Construction Maintenance Building, 1292 s.f. PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, October 7,2016 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To Qu sbury` /f W d e tober 7,2015 SIGNED BY: �rYJ for the Town of Queensbury-Y. Director of Building&Code Enforcement TOWN OF QUEENSBURY 41% 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 W ... Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150453 Application Number: A20150453 Tax Map No: 523400-296-015-0001-002-000-0000 Permission is hereby granted to: SCH COTTAGE HILL, LLC For property located at: Gentry Ln in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: SCH COTTAGE HILL, LLC Commercial/Industrial Unheatec $25,000.00 536 BAY Rd Suite 2 Total Value $25,000.00 QUEENSBURY NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2015-453 Unheated maintenance storage building $129.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, October 07,2016 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date) Dated at the Tow of Q ensb ;4 + �'esday, October 07,2015 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement II I - PRINCIPAL STRUCTURE ECEO E O 4 � t.ffice Use Only SEP 2 2 2015 e;eived Date: 22 = _ i as Map ID o qo.),/5_/- Tax Map ID e�rJ.'Gj ZTO U E SBU R Permit No. 2.c,t!)_ r�- BUILDING& CODES 1 Permit FeeC} Zone d _ G� Rec Fee 1 r Historic Site Yes ✓ No Site Plan# Subdivision Name t _-}I.ULot# Subdivision# TOWN BD. RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS - SINGLE FAMILY, DUPLEXES/TWO-FAMILY, MULTIPLE FAMILY, APARTMENTS, CONDOMINIMUMS, TOWNHOUSES,AND/OR MANUFACTURED&MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. Applicant 6CIAGIGMtlr-141:3424•-N 131/0/C caner G�.7I*4 Address S3(o -.( poo *2. Address 62Ual4SetAibr Mkt 1144 Phone(E-mail aeo--laf,.o04 Phone/E-mail Contact Person for Building&Codes Compliance: 1 riAt4 44A w fA r4sy4 {4AU. 4 Phone — Icio TYPE OF CONSTRUCTION ✓Check all that apply New Addition Alteration I"floor sf 2nd floor sf Total sf Height Single Family /Two-Family Multi-Family (#of units ) Townhouse Business Office Retail -Mercantile Factory- Industrial Attached Garage (1, 2, 3, 4+) r►�4,41.. at. . V I ,21211' I lat. ' VCI" Town of Queensbury Building&Codes Principal Structure Application Revised September 2014 .♦ If commercial or industrial please indicate of business ilit-0/41Aott6 Proposed use of building or addition M Mr, Source of Heat(circle one) t.‘ /a Gas Oil Propane Solar Other Fireplace: Complete a separate application for Fuel Burning L Appliances&Chimneys t • te-J (,(14}4m�� Are there structures not shown on plot plan? Are there easements on the property? NV-NOt3k1 Site Information a. Dimensions or acreage of lot 11-1 A J b. Is this a corner lot? 140 c. Will the grade be changed as a result of construction Yes if No d. Public water or Private well N//•• e. Sewer or Private Septic System NJ� Value of all work to be performed(labor or materials) $-021.0420 �$ t n2v! DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application,plans and supporting materials are a true and complete statement/description of the work proposed,that all work will be performed in accordance with the NYS Building Codes,local building laws and ordinances,and in conformance with local zoning regulations 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: }IiWJ P. . U-- — di.141 VA "r Fte. j MotAcits4 r SIGNATURE: / 4,V DATE: 22 64917:47.0/ LJ For office use only Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes Principal Structure Application Revised September 2014 Please input agency related information you want to display on the generated reports Cellphone:XXX-XXX-XXXX.Address:XXX XXXXX BLVD XXXX Case Number: CC-000124-2015 Case Module: Permit Inspection Date: 02/25/2016 Inspection Status: Passed Inspector: Gary Stillman Inspection Type: OCC-Inspections Job Address: 66 Gentry LN Parcel Number: 296.15-1-2 Queensbury,NY 12804 Contact Type Company Name Name Contractor Schermerhorn,Richard Granted Permission [Schermerhorn Properties] Primary Owner [Schermerhorn Properties] Checklist Item Passed Comments Main Aisle Width FC1024/1025&FC1029.11 -Main Aisle Width YES FC1024/1025&FC1029.11 Secondary Aisle Width FC1025&FC1029.11 -Secondary Aisle WidthYES FC1025&FC1029.11 Fire Extinguisher Hung FC906-Fire Extinguisher Hung FC906 YES Fire Marshal-Fire Marshal YES Bldg 66 shop/garage Inspection of Extinguisher FC906-Inspection of Extinguisher FC906 YES Exit Enclosure FC1020&FC1029-Exit Enclosure FC1020&FC1029 YES Locks and Latches FC1008&FC1029.2-Locks and Latches FC1008 YES &FC1029.2 Vehicle Impact Protection FC312.1 -Vehicle Impact Protection YES FC312.1 Interior Finishes FC803-804-Interior Finishes FC803-804 YES Storage FC315.2-Storage FC315.2 YES Exterior Storage FC315.3-Exterior Storage FC315.3 YES Exit Discharge FC1024&FC1029-Exit Discharge FC1024&FC1029YES Knox Box:installed/checked FC506-Knox Box:installed/checked YES FC506 Combustibles in Equipment Rooms FC 315.2.3-Combustibles in YES Equipment Rooms FC 315.2.3 Exit Access FC1014&FC1029-Exit Access FC1014&FC1029 YES Truss ID Signage FC505.3-TRUSS ID SIGNAGE FC505.3 YES Feb 25,2016 Page(5) t 4 INSPECTION WORKSHEET (FM-001172-2016) Checklist Item Passed Comments No Smoking Signs FC310.3-No Smoking Signs FC310.3 YES Clearance to Sprinkler/Ceiling FC315.2.1 18"/24"-Clearance to YES Sprinkler/Ceiling FC315.2.1 18"/24" Clearance to Electrical FC 605.3-Clearance to Electrical FC 605.3 YES Occupancy Cycle-Occupancy Cycle YES U Electrical Wiring Enclosed/Labeled FC605.3.1 -Electrical Wiring YES Enclosed/Labeled FC605.3.1 D Davis Stillman,Gary(Inspector) Feb 25,2016 Page(6) v Inspection Form Town of Queensbury Fire Marshal O Periodic Inspection Date: Time: 742 Bay Road,Queensbury NY 12804 o Re-Inspection 518 761 8206/518 761 8205 o CO Inspection Permit#: Fire Marshals Representative MJ Palmer Business Name: Location: GK Stillman Contact: Type of Inspection N/A Yes No EXITS: Exit Access FC 1014& FC1029 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sign: Normal FC 1011 &FC1029 Sign:backup FC 1011.5.3&FC1029.7.5 AISLES: Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 EVAC Plan FC 404.2 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 _ • Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510 No Smoking Signs FC 310.3 Storage FC 315.2 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315 .2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTIONDUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 21 DAYS SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Hood Cleaning 3-6 -Annual Knox Box:installed/checked FC506 Operating Permit, if required will be issued after Completion of Inspection COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No;!:.-l24'zo.1 .........Cert. N2 42 9 8 Cut-in/C�ar�d,No..................................... Owner......Z ff-t.�.' '.1...'.!.�7�� . ..P_.— ........YL.®/��........ ................................ Location.... .. ... ��. /./ ...1....lc�,..,r...... s.......................................... L�...... Installation,consisting of.��/. L.. �a V6 /2_�7 ....................... . ............................ (,v..,f�f.3z� /.5,,..S�� ,..BO�c ..... .9.,D.��..................... ................................ ..vv............... �...................................... InstalledBy..... ........9...C.....................................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be pr Py made for inspection. Inspectors of this Company shall have the privilege of making in ections at any time, and if its rules are violated,the Company shall have the right to re o e his cert' /f ^ Date.. .���' ....1.. ............ INSPECTOR.............................. ................./......................�.......................... Member N.RP.A.,I.A.E.1. 011111111„ FIRE MARSHAL'S OFFICE Albah Town of Queensbury 742 Bay Road, Queensbury, NY 12804 4.11b' " Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Cottage Hill Unheated Garage 2015 — 453 10/5/15 • All egress hardware to comply w/ Chapter 10 of NYSFC (panic) • Fire extinguisher locations to be determined • Truss ID signage is required. Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firemarshal@queensbury.net • www.queensbunj.net LopiTENGINEERING PLLC FILE- C°PY structural solutions UECEDil , SEP 2 2 2015 1 :j THIS , TO ; �►N P' SI /,T AL I S '• ' H TOWN OF QUEENSBURY p� . ,T • •FCa -I, T1BUILDING& CODES Structural Calculations for Cottage Hill Storage Garage FILE COPY New Garage Building Gentry Lane, Queensbury, NY ��cj NE►NY BUR C'°P.�� L,,1, 0,5) 1- Prepared By: * �O i*►,,w��, 9?' * �' � .� „ m ac Scott Burlingame, P.E. n w •. :{r ? September 18,2015 <c`O 085186 4i, v R�FES SIONP Scott Burlingame,P.E. I 900 Rt. 146,Clifton Park,NY 12065 I T:518-724-0733 I scoff@sbengineeringpllc.com ENGINEERING PITC JOB NAME Cottage Hill Storage Garage,S1416;11< 5 op structural solutions CALC.BY Scott Burlingame, P.E. DATE 9/18/15 BUILDING DESIGN LOADS Roof Dead Load: Built Up Roofing and Insul. = 6 psf 5/8" Plywood Sheathing = 2 psf Wood Roof Trusses = 4 psf 1-Layers 5/8" Gyp. = 3 psf 15 psf Roof Live Load: Flat Roof Snow Load = 35 psf Total Roof Design Load = 50 psf Seismic Roof Dead Load: Built Up Roofing and Insul. = 6 psf 5/8" Plywood Sheathing = 2 psf Wood Roof Trusses = 4 psf Sprinkler System = 3 psf Mechanical Ducts = 2 psf 2-Layers 5/8" Gyp. = 6 psf Ceiling & Lights = 2 psf 20% Flat Roof Snow Load = 7 psf 32 psf Scott Burlingame,P.E. 1900 Rt.146,Clifton Park,NY 12065 i T:518-724-0733 I scott@sbengineeringpllc.com • ENGINEERING Pttc JOB NAME Cottage Hill Storage Garage r structural solutions SHEET# 3 OF 5 CALC.BY Scott Burlingame, P.E. DATE 9/18/15 Bldg.Area: Entire Roof Ground Snow Load: 50 psf (At elevations up to 1000 feet) Project Site Elevation: 320 ft Adj. Ground Snow(pg): 50 psf —Building Occupancy —Terrain Category Q I-Agricultural OA.Large City Centers Q II-General OB.General Urban/Suburban Q III-Assembly QC.Open Terrain Q N-Critical Services2 QD.Open Shoreline 2 —Roof Exposure —Thermal Factor °Fully Exposed *Structures Not Noted Below ()Partially Exposed °Poorly Heated/Well Insulated °Sheltered °Unheated Structures 2 1 Importance Factor(la): 1.0 Thermal Factor(Ct): 1.0 Exposure Factor(Ce): 1.0 Snow Density (g): 20.5 psf Flat Roof Snow Load(pf): 35.0 psf Height of Uniform Snow(hb): 1.7 ft Note: This spreadsheet calculates the flat-roof snow load based on the "Building Code of New York State" (2010) &ASCE 7-05 criteria. To use, enter the ground snow load and select the appropriate building criteria. Scott Burlingame,P.E. I 900 Rt.146,Clifton Park,NY 12065 I T:518-724-0733 I scott@sbengineeringpllc.com ENGINEERING PLIC JOB NAME Cottage Hill Storage Garage SHEET# 4 OF 5 structural solutions CALC. BY Scott Burlingame, P.E. DATE 9/18/15 Note: 1. This spreadsheet calculates the seismic design coefficients and building design category per the "Building Code of New York State - 2010". 2. Use spectral accelerations based on a 2% PE in 50 years. 3. Not valid for Site Class F or E w/S5>1.0, S1>0.4. 4. To determine Ss&S1,input project address in USGS online ground hazard application Site Address: Gentry Lane, Queensbury, NY Data: S, 0.188 Mapped spectral acceleration for short periods Si 0.071 Mapped spectral acceleration for a 1-second period — Site Class — occupancy Category Q Site Class A Qe I/II-General/Agricultural Q Site Class B Q III-Assembly Q Site Class C Q IV-Critical Services Qs Site Class D Q Site Class E Q Site Class F Fa. 1 .60 F„= 2.40 SMS,. 0.301 SM1 . 0.170 SDS= 0.234 5D1 = 0.130 SD Cat B SD Cat B Seismic Design Category B Scott Burlingame,P.E. I 900 Rt. 146,Clifton Pork,NY 12065 I T:518-724-0733 I scott@sbengineeringpllc.com inmagr- JOB Z N '_ rr ENGINEERING PLLC HEET#AME CSttage Hill StorageGarageOFrage 5 op structural solutions CALC.BY Scott Burlingame, P.E. DATE 9/18/15 x Data: - Building Occupancy Seismic Direction Q I-Agricultural 0 "X"Direction © II-General Q "Y"Direction Q III-Assembly Q IV-Critical Services „, ,1",:„;Require Input by User SDS= 0.234 Mapped spectral acceleration for short periods SDI= 0.130 Mapped spectral acceleration for a 1-second period R= 6.500 Response Modification Coefficient (Light frame shearwalls) IE= 1.000 Importance Factor hn= 16.00 Total Building Height Above Base (ft) CT= 0.020 Building Period Coefficient Calculate Seismic Base Shear: T=To = 0.160 Approximate Fundamental Period (seconds) Csmin = 0.010 Minimum Seismic Response Coefficient C, = 0.036 Seismic Response Coefficient Csmax = 0.125 Maximum Seismic Response Coefficient Csgov. = 0.036 Governing Seismic Response Coefficient Total Seismic Weight: W, = 40.76 (Force in Kips) Seismic Base Shear: V, = 1.47 {Force in Kips) Calculate Vertical Distribution of Seismic Forces: Distribution Coefficient (k) = 1.00 Level Wax. hx ,&moi WShxk Cvx V Fx(k) Mx(k-ft) Roof 40.76 16.00 652.16 1.000 1.47 0.00 Ground 0.00 0.00 0.00 0.000 0.00 23.48 0.00 0.000 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.000 0.00 0.00 f g -lfttIi 652.16 1.000 1.47 23.48 808 Main Street I Buffalo,NY 14202-1501 I Phone:71 8.856.1894 I FAX:718.852.2621 I sirecueeSESsirecusengineers.com uGS Design Maps Summary Report User-Specified Input Report Title Gentry Lane Storage Garage Mon September 21, 2015 17:28:13 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 43.34166°N, 73.65865°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 1 I SQOOm Darent"n6 m.:716in A 149 y Queensbury ai k ‘- fl C1Tdur! taut _ RcR k n+eA Hh9 8 kN O RT.(g! sa�Ftr M to rain Glens Falls �. • Mu A M E R I CA Ar, hdauntaina R1Qpque st a ©2015%apQuest Some data®2015:41p ®I lapQuest USGS-Provided Output SS = 0.234 g SMS = 0.375 g SDs = 0.250 g Si = 0.081 g SMS = 0.195 g Sol = 0.130 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCER Response Spectrum Design Response Spectrum 0.44 0.40 0.27 0.36 0,24 0.32 0.21 0.29 0.19 a 0.24 O! a 0.20 , 0.15 fA 0.12 0.16 0.12 0.09 0.09 0.06 0.04 0.03 0.00 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period,T(sec) Period,T(sec) For PGAM,TL, CRS, and CR, values, please view the detailed report. • COMPANY PROJECT i WoodWorks`' SOFTWARE FOR wean ru in., Sep. 21, 2015 13:36 Typical Stud Design Check Calculation Sheet WoodWorks Sizer 10.2 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Dead Dead Axial UDL (Ecc. = 0.00") 285 plf Snow Snow Axial UDL (Ecc. = 0.00") 665 plf Wind Wind Full Area 12 .00 (16.0) * psf Self-weight Dead Axial UDL 15 plf *Tributary Width (in) Lateral Reactions (lbs): i 12' W - N D 0 A 0' 12' Unfactored: Dead Snow Wind 96 96 Factored: L->R 58 58 Load comb #4 #4 Storage Garage Stud Lumber Stud, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Support: Lumber Stud Bottom plate, S. Pine Stud; Bearing length = stud thickness Spaced at 16.0"c/c; Total length: 12'; Pinned base; Load face =width(b); Ke x Lb: 1.0 x 0.0 = 0.0 [ft]; Ke x Ld: 1.0 x 12.0 = 12.0 [ft]; Lateral support: top = Lb, bottom = Lb; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 10 Fv' = 216 fv/Fv' = 0 .05 Bending(+) fb = 274 Fb' = 2093 fb/Fb' = 0 .13 Axial fc = 156 Fc' = 546 fc/Fc' = 0.29 Axial Bearing fc = 156 Fc* = 1455 fc/Fc* = 0 .11 Support Bearing fcp = 156 Fcp = 706 fcp/Fcp = 0 .22 Combined (axial compression + side load bending) Eq.3 .9-3 = 0 .18 Live Defl'n 0.15 = L/936 1.20 = L/120 0 .13 Total Defl'n 0.15 = L/936 1.20 = L/120 0 .13 • WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Typical Stud WoodWorks®Sizer 10.2 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL/CP CF Cfu Cr Cf rt Ci LC# Fv' 135 1.60 1.00 1.00 - - - - 1.00 1.00 4 Fb'+ 875 1.60 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 4 Fc' 1150 1.15 1.00 1.00 0.375 1.100 - - 1.00 1.00 2 Fc'comb 1150 1.60 - - 0.280 - - - - - 3 E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 4 Fc* 1150 1.15 1.00 1.00 - 1.100 - - 1.00 1.00 2 Fcp sup 565 - 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #4 = .6D+.6W, V = 58, V design = 58 lbs Bending(+) : LC #4 = .6D+.6W, M = 173 lbs-ft Deflection: LC #4 = .6D+.6W (live) LC #4 = .6D+.6W (total) Axial : LC #2 = D+S, P = 1287 lbs Combined : LC #3 = D+.75 (S+.6W) ; (1 - fc/FcE) = 0.79 Support : LC #2 = D+S; R = 1287 lbs, Cap = 5826, Lb = 1.50", Cb = 1.25 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. JOB COINglF ;,, Ntt it9c; ENGINEERING PHI SHEET NO kiJ1Nv `UtaC) OF NI structural solutions Scott Burlingame, P.E. CALCULATED BY DATE el '1E1 900 Rt. 146,Clifton Park,NY 12065 CHECKED BY DATE T: 518-724-0733 scott@sbengineeringpllc.com SCALE Wim c -) 1)t0c'\ 90 1,0 (-h't ua'ML' ` C 'k 1 a.e‘ 1�i•Co i:2 /y.eq to tt v a lOo f _ 1 1 7 I 3 SFS 1:11NII:a 'SV,Vglit,i,1QN,. Q*- *�5►� y?‘C Q L 1/4 Aft-\Gal W A��,• /513?, TSIucTIM !- sutAWI•tet\ `'"' 8C1 (IT 44 0r, j t 0,C, 1,t\-O w' t41)0 '1 t4oLbow1--JS J d .- � - , ,. _ � - . .. .�, ". m _. .a .., -e _. i ... - ro ... a .,. ,c - w; _ .v .e v +n s «.. ao .- n .-. • � m .- ,b .. .y WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks®Shearwalls 10.31 Shearwalls.wsw Sep. 21, 2015 13:59:01 Project Information COMPANY AND PROJECT INFORMATION Company Project SB Engineering, PLLC 900 Rt. 146 Clifton Park. NY 72065 DESIGN SETTINGS Design Code Wind Standard Seismic Standard IBC 2012/AWC SDPWS 2008 ASCE 7-10 Directional (All heights) ASCE 7-10 Load Combinations Building Code Capacity Modification For Design (ASD) For Deflection (Strength) Wind Seismic 0.70 Seismic 1.00 Seismic 1.00 1.00 0.60 Wind 1.00 Wind Service Conditions and Load Duration Max Shearwall Offset[ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1.60 T<=100F 19% 10% 0 .50 - Maximum Height-to-width Ratio Wood panels Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3 .5 3.5 - - - - - Ignore non-wood-panel shear resistance contribution... Collector forces based on... Wind Seismic Hold-downs Applied loads Never Never Drag struts Applied loads Shearwall Relative Rigidity: Deflection-based stiffness of wall segments Design Shearwall Force/Length: Based on wall rigidity/length SITE INFORMATION Wind Seismic ASCE 7-10 Directional (All heights) ASCE 7-10 12.8 Equivalent Lateral Force Proce Design Wind Speed 90mph Risk Category Category II - All others Exposure Exposure C Structure Type Regular Enclosure Partly Enclosed Building System Bearing Wall Min Wind Loads: Walls to psf Design Category B Roofs 8 psf Site Class D Topographic Information [ft] Spectral Response Acceleration Shape Height Length S1: o.o7og Ss: 0.190g - - Fundamental Period E-W N-S Site Location: - T Used 0.129s 0.129s Elev: Oft Avg Air density: 0.0765 lb/cu ft Approximate Ta 0.129s 0.129s Rigid building - Static analysis Maximum T 0.216s 0.216s Case 2 E-W loads N-S loads Response Factor R 6.50 6.50 Eccentricity (%) 15 15 Fa: 1.60 Fv: 2.40 Loaded at 75% 1 WoodWorks® Shearwalls Shearwalls.wsw Sep. 21, 2015 13:59:01 Structural Data STORY INFORMATION Hold-down Story Floor/Ceiling Wall Length subject to Bolt Elev jft] Depth [in] Height[ft] shrinkage [in] length [in] Ceiling 16.00 0.0 Level1 4.00 2' -0.0 12.00 26.7 27.5 Foundation 2.00 BLOCK and ROOF INFORMATION Block Roof Panels Dimensions [ft] Face Type Slope Overhang [ft] Block 1 1 Story E-W Ridge Location X,Y = 0.00 0.00 North Side 0.0 1.00 Extent X,Y = 38.00 34.00 South Side 0.0 1.00 Ridge Y Location, Offset 17.00 0.00 East Hip 0.0 1.00 Ridge Elevation, Height 16.00 0.00 West Side 0.0 1.00 2 • WoodWorks® Shearwalls Shearwalls.wsw Sep. 21, 2015 13:59:01 SHEATHING MATERIALS by WALL GROUP Sheathing Fasteners Apply Grp Surf Material Ratng Thick GU Ply Or Gvtv Size Type Df Eg Fd Bk Notes in in lbs/in in in 1 Ext Structural I 32/16 15/32 - 3 Horz 35000 8d Nail N 4 10 Y 1,2 Legend: Grp— Wall Design Group number, used to reference wall in other tables Surf—Exterior or interior surface when applied to exterior wall Ratng— Span rating, see SDPWS Table C4.2.2.2C Thick—Nominal panel thickness GU- Gypsum underlay thickness Ply—Number of plies(or layers)in construction of plywood sheets Or— Orientation of longer dimension of sheathing panels Gvtv— Shear stiffness in lb/in. of depth from SDPWS Tables C4.2.2A-B Type—Fastener type from SDPWS Tables 4.3A-D: Nail—common wire nail for structural panels and lumber, cooler or gypsum wallboard nail for GWB, plasterboard nail for gypsum lath, galvanised nail for gypsum sheathing; Box-box nail; Casing—casing nail; Roof—roofing nail; Screw—drywall screw Size- Common, box, and casing nails:refer to SDPWS Table Al (casing sizes =box sizes). Gauges: 11 ga = 0.120"x 1-3/4"(gypsum sheathing, 25/32"fiberboard), 1-1/2"(lath &plaster, 1/2"fiberboard); 13 ga plasterboard= 0.92"x 1-1/8". Cooler or gypsum wallboard nail: 5d=.086"x 1-5/8"; 6d= .092"x 1-7/8"; 8d=.113"x 2-3/8"; 6/8d= 6d base ply, 8d face ply for 2-ply GWB. Drywall screws: No. 6, 1-1/4"long. 5/8" gypsum sheathing can also use 6d cooler or GWB nail Df—Deformed nails(threaded or spiral), with increased withdrawal capacity Eg— Panel edge fastener spacing Fd— Field spacing interior to panels Bk—Sheathing is nailed to blocking at all panel edges; Y(es)or N(o) Apply Notes—Notes below table legend which apply to sheathing side Notes: 1.Capacity has been reduced for framing specific gravity according to SDPWS T4.3A Note 3. 2. Framing at adjoining panel edges must be 3" nominal or wider with staggered nailing according to SDPWS 4.3.7.1.4 FRAMING MATERIALS and STANDARD WALL by WALL GROUP Wall Species Grade b d Spcg SG E Standard Wall Grp in in in psi"6 1 S-P-F No.1/No.2 1.50 5.50 16 0.42 1.40 Exterior Segmented Legend: Wall Grp— Wall Design Group b— Stud breadth (thickness) d—Stud depth (width) Spcg—Maximum on-centre spacing of studs for design, actual spacing may be less. SG— Specific gravity E— Modulus of elasticity Standard Wall- Standard wall designed as group. Notes: Check manufacture requirements for stud size, grade and specific gravity (G)for all shearwall hold-downs. 3 WoodWorks® Shearwalls Shearwalls.wsw Sep. 21, 2015 13:59:01 SHEARLINE,WALL and OPENING DIMENSIONS North-south Type Wall Location Extent[ft] Length FHS [ft] Height Shearlines Group X[ft] Start End ifti Wind Seismic [ftj Line 1 Level 1 Line 1 Seg 1 0.00 0.00 34.00 34.00 34.00 34.00 12.00 Wall 1-1 Seg 1 0.00 0.00 34.00 34.00 34.00 34.00 - Line 2 Level 1 Line 2 Seg 1 38.00 0.00 34.00 34.00 34.00 34.00 12.00 Wall 2-i Seg 1 38.00 0.00 34.00 34.00 34.00 34.00 - East-west Type Wall Location Extent [ft] Length FHS [ft] Height Shearlines Group Y[ft] Start End [ft] Wind Seismic [ft] Line A Level 1 Line A Seg 1 0.00 0.00 38.00 38.00 0.00 0.00 12.00 Wall A-1 Seg 1 0.00 0.00 38.00 38.00 0.00 0.00 - Opening 1 - - 3.00 35.00 32.00 - - 10.00 Line B Level 1 Line B Seg 1 34.00 0.00 38.00 38.00 38.00 38.00 12.00 Wall B-1 Seg 1 34.00 0.00 38.00 38.00 38.00 38.00 - Legend: Type-Seg=segmented, Prf=perforated, NSW=non-shearwall Location-dimension perpendicular to wall FHS-length of full-height sheathing used to resist shear force Wall Group- Wall design group defined in Sheathing and Framing Materials tables, where it shows associated Standard Wall 4 WoodWorks® Shearwalls Shearwalls.wsw Sep. 21, 2015 13:59:01 Loads WIND SHEAR LOADS(as entered or generated) Level 1 Magnitude Trib Block F Element Load Wnd Surf Prof Location [ft] [Ibs,plf,psf] Ht Case Dir Dir Start End Start End [ft] Block 1 W Wall Min W->E Wind Line 0.00 34.00 30.0 Block 1 W Wall 1 W->E Wind Line 0.00 34.00 61.1 Block 1 E Wall Min W->E Lee Line 0.00 34.00 30.0 Block 1 E Wall 1 W->E Lee Line 0.00 34.00 36.9 Block 1 W Wall 1 E->W Lee Line 0.00 34.00 36.9 Block 1 W Wall Min E->W Lee Line 0.00 34.00 30.0 Block 1 E Wall 1 E->W Wind Line 0.00 34.00 61.1 Block 1 E Wall Min E->W Wind Line 0.00 34.00 30.0 Block 1 S Wall Min S->N Wind Line 0.00 38.00 30.0 Block 1 S Wall 1 S->N Wind Line 0.00 38.00 61.1 Block 1 N Wall 1 S->N Lee Line 0.00 38.00 38.7 Block 1 N Wall Min S->N Lee Line 0.00 38.00 30.0 Block 1 S Wall 1 N->S Lee Line 0.00 38.00 38.7 Block 1 S Wall Min N->S Lee Line 0.00 38.00 30.0 Block 1 N Wall 1 N->S Wind Line 0.00 38.00 61.1 Block 1 N Wall Min N->S Wind Line 0.00 38.00 30.0 Legend: Block-Block used in load generation Accum. =loads from one block combined with another Manual=user-entered loads(so no block) F-Building face(north, south, east or west) Element-Building surface on which loads generated or entered Load Case-One of the following: ASCE 7 All Heights: Case 1 or 2 from Fig 27.4-8 or minimum loads from 27.1.5 ASCE 7 Low-rise:Reference corner and Case A or B from Fig 28.4-1 or minimum loads from 28.4.4 Wind Dir-Direction of wind for loads with positive magnitude, also direction of MWFRS. Surf Dir- Windward or leeward side of the building for loads in given direction Prof-Profile(distribution) Location-Start and end points on building element Magnitude-Start=intensity of uniform and point loads or leftmost intensity of trapezoidal load, End=right intensity of trap load Trib Ht- Tributary height of area loads only Notes: All loads entered by the user or generated by program are specified(unfactored) loads.The program applies a load factor of 0.60 to wind loads before distributing them to the shearlines. I • . WoodWorks® Shearwalls Shearwalls.wsw Sep. 21, 2015 13:59:01 WIND C&C LOADS Block Building Wind Level Magnitude [psi] Face Direction Interior End Zone Block 1 West Windward 1 23.4 27.5 Block 1 East Leeward 1 23.4 27.5 Block 1 West Leeward 1 23.4 27.5 Block 1 East Windward 1 23.4 27.5 Block 1 South Windward 1 23.4 27.5 Block 1 North Leeward 1 23.4 27.5 Block 1 South Leeward 1 23.4 27.5 Block 1 North Windward 1 23.4 27.5 6 • WoodWorks® Shearwalls Shearwalls.wsw Sep. 21, 2015 13:59:01 BUILDING MASSES Level 1 Magnitude Trib Force Building Block Wall Profile Location [ft] [Ibs,plf,psf] Width 1 Dir Element Line Start End Start End [ft] E-W Roof Fl n/a 1 Line 0.00 34.00 475.0 475.0 E-W Roof Fl n/a 2 Line 0.00 34.00 475.0 475.0 N-S Roof Fl n/a A Line 0.00 38.00 425.0 425.0 N-S Roof Fl n/a B Line 0.00 38.00 425.0 425.0 Both Wall 1-1 n/a 1 Line 0.00 34.00 90.0 90.0 Both Wall 2-1 n/a 2 Line 0.00 34.00 90.0 90.0 Both Wall A-1 n/a A Line 0.00 38.00 90.0 90.0 Both Wall B-1 n/a B Line 0.00 38.00 90.0 90.0 Legend: Force Dir-Direction in which the mass is used for seismic load generation, E-W, N-S, or Both Building element-Roof, gable end, wall or floor area used to generate mass, wall line for user-applied masses, Floor F#- refer to Plan View for floor area number Wall line-Shearline that equivalent line load is assigned to Location-Start and end points of equivalent line load on wall line Trib Width. - Tributary width; for user applied area loads only 7 - WoodWorks® Shearwalls Shearwalls.wsw Sep. 21, 2015 13:59:01 SEISMIC LOADS Level 1 Force Profile Location [ft] Mag [Ibs,plf,psf] Dir Start End Start End E-W Point 0.00 0.00 107 107 E-W Line 0.00 34.00 35.2 35.2 E-W Point 34.00 34.00 107 107 N-S Point 0.00 0.00 95 95 N-S Line 0.00 38.00 32.1 32.1 N-S Point 38.00 38.00 95 95 Legend: Loads in table can be accumulation of loads from several building masses, so they do not correspond with a particular building element. Location-Start and end of load in direction perpendicular to seismic force direction Notes: All loads entered by the user or generated by program are specified (unfactored)Ioads.The program applies a load factor of 0.70 and redundancy factor to seismic loads before distributing them to the shearlines. 8 ,w� I Om --. -- ­ -:7� m. I quv I e4or Nimor ih=mm wSmool m. N%MIV 46 Ift wgb� %.0' ft I 1'%W A6 wO6 Vm I%uF %bar -% �m. 1%.ov 1—INI �� I L -L-1, DrWALL Url rLMLU lU PILL IN, LAIbIlITj (AF',"D IN EX151INU HUI-I-EH AS f PRACTICAL. TO Q QUAKER 0 WALKING PAI"H WOODED AREAS %R EMERGENCY VEHICLE TURN AROUND; Al PROVIDE "NO PARKING" SIGN P�'OND PERVIOUS SURFACE) c."'Xp LEGE114 D A N BUILDING OR HARD SURFACE: WOODED ARE/ MANAGED/LANDSCAPED AREAS NO COLOR (LAWN OR OTHER LANDSCAPING): UNMANAGED AREAS LEFT AS "NATURAL": WOODED AREAS TO REMAIN: GRASS WALKING PATH/ PLAYGROUND AREA: QUEENSBURY SITE AND ZONING REQUIREW,N'I'S OWNER LEGACY LAND HOLDINGS, LLC TAX # 296,15-1-2 ZONING 0 OFFICE DESIGNATION LOT AREA 28.10 ACRES± REGULATION REQUIRED EXISTING PROPOSED RESIDENTIAL: 148 DENSITY 'I ACRE PER 8 DWELLING N/A (186 ALLOWED BY DENSITY) UNITS A LOT WIDTH (FEET) 250 2100± 2j1 Q0± ROAD FRONTAGE (FEET) 75 429±, I 3000± SETBACKS FRONT (FEET) 75 N/A SIDE (FEET) 25 N/A 25' SIDE 2 (FEET) 25 N/A >25' REAR (FEET) 25 75 35% N/A >25' SHORELINE N/A > 75' MIN PERCENT OF LOT 99,72% 78,21% PERMEABLE MAXIMUM BUILDING HEIGHT 40 N/A LESS .THAN 40 (FEET) PARKING SPACES 1.5 PER UNIT (222) N/A 222 WALKING PAI"H WOODED AREAS %R EMERGENCY VEHICLE TURN AROUND; Al PROVIDE "NO PARKING" SIGN P�'OND PERVIOUS SURFACE) c."'Xp