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CC-000313-2016
Adlbk TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 1W Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: CC-000313-2016 Date Issued: Monday, December 19, 2016 This is to certify that work requested to be done as shown by Permit Number CC-000313-2016 has been completed. Tax Map Number: 309.11-2-11 Location: 19 MAIN ST Owner: RPS PROPERTY HOLDINGS,LLC Applicant: Adirondack Rehabilitation Medicine This structure may be occupied as a:Adirondack Rehabilitation Medicine: 3 lots associated with this project as lot line adjustments will be done. By Order of Town Board Commercial Addition: 2,300 sq.ft. TOWN OF QUEENSBURY Commercial Alteration: 3,163 sq. ft. Cross Ref. Planning Board Approvals: SP PZ 103-2016; SUP PZ 104-2016 approved April 26,2016 n /� Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, aaaVVVJJJkkk V Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TO" OF QUEENSBURY 747 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - building & Codes (518) 761-8256 BUILDING PERMIT Perinit Number: CC-000313-2016 !16 Tax Map No: 309.11-2-11 Permission is hereby granted to: Adirondack rehabilitation Medicine Igor property located at: 17 Main ST 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 tiled and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: RPS PROPERTY HOLDINGS, LLC Business Office-Addition $0.00 Owner Address: 17 Main sT Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Narne/Address Electrical Inspection Agency Abare Construction 0 To be emailed Clition Park,NY Plans& Specifications Adirondack Rehabilitation Medicine: 3 lots associated with this project as lot line adjustments will be done. Commercial Addition: 7,300 sq. f. Commercial Alteration: 3,163 sq.ft. Cross Ret. Planning Board Approvals: SP PZ 103-2016; SUP PZ 104-2016 approved April 26,2016 1,161.60 PERMIT)"EE PAID -THIS PERMIT EXPIRES- Friday, May 2.6, 2017 (1f 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 k7for Dated at the`Down of uecn rry; ltur' , 2016 4 SIGNED BY: the Town of Queensbury. Director of Building,&Code Enforcement iF PRINCIPAL STRUCTURE APP ION..� Office use Onlyu � ap LDate. _.. _1— , 4r ' 28 m Ta Map wee one Historic Site Site ]an _ 2- T D. R TIO86-2013: $850 RECREATION ~ TO E DWELLING TT - SINGLE FAMILY, DUPLEXES/TWO-FAMILY, MULTIPLE FAMILY, APARTMENTS, CONDOMIN1wUM ,TOWNHOUSES,AND/ORMANUFACTURED&MODULAR HOMES, BU I"NOT M 11HOMES. IHI IS IN ADDITION TOTHE PERMIT FEE. Applicant � C - Address Address 1 . 11 l?Itne -mail °�� Phone/E-mail Contact Person for Building CodesCompliance: C Rhone TYPE OF CONSTRUCTION /Check all that apply New... Addition Alteration 1 floor sf` �,��'floor°sf T`otal sf Height Single Family � "Tw�rr�-I"ar-Two _.. _.. l�inti-1°arn ly (#f of traits Townhouse Business Office Detail-Mercantile Factory- Industrial � Attached Garage Other Town ofQucensbuq Building&gores Principal rtructUre Application kewised September 2014 If commercial or industrial please indicate of business Proposed use of building or addition 51�L- Source of Heat(circle one) Gas Oil Propane Solar Other Fireplace: Complete a separate application for Fuel Burning Appliances&Chimneys Robb. Are there structures not shown on plot plan? Are there easements on the property? Site Information a. Dimensions or acreage of lot b. Is this a corner lot? c. Will the grade be changed as a result of construction Yes No d. Public water or Private well Yes e. Sewer or Private Septic Systeme Value of all work to be performed(labor or materials) $ 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: to 1P. :Am_�_K _ -W A+U44-4-r SIGNATURE: DATE: ��, 1�j For office use onlv 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 CHECKLIST—SINGLE FAMILY PROJECT Project Name: REQUIRED—2 SETS Yes No N/A 1. Building Permit completed 2. Energy Code inspector's report from REScheck completed 3. Septic alteration 4. Solid Fuel Burning or Gas Appliance form completed 5. Driveway Permit 6. Structural Drawings a. Floor plans b. Foundation plans c. Cross Sections d. Elevations e. Window&Door Schedule f. Natural Light,Ventilation and Emergency Egress 7. Plot plan: Show proposed structure(s)with setback dimensions from all surveyed property lines 8. Electrical inspection agency selected CHECKLIST—MULTI-DWELLING/COMMERCIAL Project Name: REQUIRED—2 SETS Yes No N/A 1. Building permit application completed 2. Energy Code COMcheck and inspector's report form completed 3. Septic alteration 4. Solid Fuel Burning or Gas Appliance form completed S. Driveway Permit 6. Structural Drawings a. Floor plans b. Foundation plan Ei c. Cross Sections d. Elevations e. Design loads including floor,snow&wind load f. Seismic design g. Plans signed&sealed by registered architect or engineer h. Window&Door schedule 7. Plot plan: Show proposed structure(s)with setback dimensions from all surveyed property lines 8. Electrical inspection agency selected Town of Queensbury Building&Codes Principal Structure Application Revised September 2014 COMIcheck Software Version Envelope Compliance Certificate Project Information MAY 3 2016 Energy Cade: 2014 New York.Energy Conservation Construction Code Project Title: Office Expansion Location: 'Marren County, New York %0 Climate Zane: Ba Project Type: New Construction CV « Vertical Glazing/Wall Area: 5% M (D . CO IU Construction Site: owner/Agent: Designer/Contractor: 17 main Street Van Jackson Ethan P. Hall U :2i Queensbury, NY 12804 Adirondack Rehabilitation Medicine Rucinski Hall Architecture C o 17 Main Street 134 Dix Arae Queensbury, NY 12804 Glens Falls, NY 12801 07 518-798-0767 518-741-0268 vjackson@adirondackrehab.com ephall@nycap.rr,com T) Building Area Floor Area 0, Q 1-Office Nonresidential 2300 N `°t__ Additional Efficiency Package Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. E C3 i o < U Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or P-Value R-Value tl-Factor Factori.i Perimeter Roof 1:Insulation Entirely Above Deck,[Bldg.Use 1 -Office] 2300 --- 28.0 0.035 0.032 Floor 1:Slab-Bin-Grade:Unheated,Vertical 4 ft,,[Bldg.Use 1 - 152 -- 14.0 0.459 0.550 Office](c) NORTH Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1 -office] 723 21.0 5.0 0.045 0.051 Window 2:Wood Frame:Operable,Perf,Specs.:Product ID product 31 _ — 0.290 0.430 label,SHGC 0.65,[Bldg.Use 1 -office](b) Door 1:Insulated Metal,Swinging,[Bldg.Use 1 -office] 21 --- 0.300 0.370 EAST Exterior Wall,1:Wood-Framed, 16"o.c.,[Bldg.Use 1 -office] 680 21.0 5.0 0.045 0.051 Window 1:Woad FramwOperable,Pert,Specs.:Product ID product 28 - - 0.029 0.430 label„SHGC 0.65,[Bldg.Use 1 -office](b) Exterior Wall 4:Wood-Framed, 16, o.c."[Bldg.Use 1 -Office] 150 21.0 5.01 0.045 0.051 WE. .T Exterior Wall 3:Woad-Framed, 16"o.c.,[Bldg.Use 1 -Office] 680 21.0 5.0 0.045 0.051 Window 3:Wood Frame-.Operable,Pert.Specs.:Product ID product 43 — — 0.290 0.430 label,SHGC 0.65,[Bldg.Use 1 -office](b) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified in accordance wrath NFRC and requires supporting documentation. Project Title: office Expansion Report date: 05/19/16 Data filename: YA1,Adirondack Rehabilitation Medicine\Construction Drawings\Adirondack Rehabilitation Page 1 of 9 Medicine.cck (c)Slab-On-Grade proposed and budget U'-factors shown in table are F-factors. ISI IIHN" uuuuuuuwwp� iipuuumumuuuou ui III II u Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2014 New Yore.Energy Conservation Construction Code requirements in CCMcheck Version 4.0.2.2 and to EthancompP tG IIwith t�Architeck mandatory requirements..listed in the Inspecti 011 Name-Tithe V� gate n ' r (Project Title: Office Expansion Report date: 05118/16 Data filename: Y:\Adirondack Rehabilitation Medicine\Construction DrawingS\Adirondack Rehabilitation Page 2 of 17 Medicine.cck COMcheck Software Version, 4.0.2.2 Interior Lighting Compliance Certificate Project Information, Energy Code: 2014 New York Energy Conservation Construction Code Project Title: Office Expansion Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 17 Main Street Van Jackson Ethan P. Hall Queensbury, NY 12804 Adirondack Rehabilitation Medicine Rucinski Hall Architecture 17 Main Street 134 Dix Ave Queensbury, NY 12804 Glens Falls, NY 12801 518-798-0767 518-741-0268 vjackson@adirondackrehab.com ephall@nycap,rr.com Additional Efficiency Package Reduced interior lighting power.Requirements are implicitly enforced within interior fighting allowance calculations. Allowed Interior Lighting Power A C D Area Category Floor Area Allowed Allowed Wafts (M) Wafts 1 ft2 (B X C) 1-Office 2300 0.85 1955 Total Allowed Watts= 1955 Proposed Interior Lighting Power A B C D E Fixture ID : Description I Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X Cl) Fixture Fixtures Watt. LED 1:LED Linear 22W: 1 37 34 1258 Total Proposed Watts= 1258 Interior Lightingi Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2014 New York Energy Conservation Construction Code reiuirements in COMcheck Version 4.0.2.2 and to comply with the mandatory requirements listed in the Inspec ec Ethan P. Hall-Architect YA Z16 Name-Title, Signs ure Date Project Title: Office,Expansion Report date; 05/18/16 Data filename: Y:\Adironclack Rehabilitation Medicine\Construction Drawings\Adirond,ack Rehabilitation Page 3 of 17 Medicine.cck COMicheck Software Version 4.0.2.2 Exterlor Lighting Compliance Ceftificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: Office Expansion Project Type: New Construction Exterior Lighting Zone 2(Neighborhood business district) Construction Site: Owner/Agent: Designer/Contractor: 17 Main Street Van Jackson Ethan P. Hall Queensbury, NY 12804 Adirondack Rehabilitation Medicine Rucinski Hall Architecture 17 Main Street 134 Dix Ave Queensbury, NY 12804 Glens Falls, NY 12801 518-798-0767 518-741-0268 vjackson@adirondackrehab,com ephall@nycap.rr.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts I Unit Wattage (B X C) Parking area 5 ft2 0.06 Yes 0 Entry canopy I ft2 0.25 Yes 0 Total Tradable Wafts,(a)= 1 Total Allowed Watts= 1 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs,are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied,toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description if Lamp,I Wattage Per Lamp J Ballast Lampsl #of Fixture (C X D) Fixture Fixtures Waft. Parkin j aLigp(5,ft2):Tradable Wattage LED 1:LED Roadway-Parking Unit 67W: 1 5 43 215 Entry ganoo I(= le Waftaae y :Traclab LED 2:LED PAR 18W: 1 1 23 23 Total Tradable Proposed Watts= 238 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior fighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2014 New York Energy Conservation Construction Code ir wire nts in CoMcheck Version 4.0.2.2 and to comply with the mandatory requirements listed in the inspe Ghee s . ow Ethan P. Hall-Architect PIMIU Name-Title S ure Date Project Title: Office Expansion Report date: 05/18/16 Data filename: Y:\Adirondack Rehabilitation Medicine\Construction Drawings\Adirondack Rehabilitation Page 4 of 17 Medicine.cck COMicheck Saftware Version 4.,0.2.2 Mechanical Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: Office Expansion Location: Warren County, New York Climate Zone: 6a Project Type: New Construction Construction Site,: Owner/Agent: Designer/Contractor: 17 Main Street Van Jackson Ethan P. Hall Queensbury, NY 12804 Adirondack Rehabilitation Medicine Rucinski Hall Architecture 17 Main Street 134 Dix Ave Queensbury, NY 12804 Glens Falls, NY 12801 518-798-0767 518-741-0268 vjackson@adirondackrehab.com ephall@nycap,rr.com Additional Efficiency Package Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type&Description 1 HVAC,System I (Multiple-Zone): Heating: 1 each-Central Furnace,Gas,Capacity=60 kBtu/h Proposed Efficiency=91.00%Et,Required Efficiency=80.00%El Cooling: 1 each-Field-Assembled DX System,Capacity=45 kBtu/h,Air-Cooled Condenser,Air Economizer No minimum efficiency requirement applies Fan System: FAN SYSTEM 1 --Compliance(Motor nameplate HP method):Passes Fans: FAN 1 Supply,Multi-Zone VAV,200 CFM,0,5 motor nameplate hp Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit applicadon.The proposed mechanical systems have been designed to meet the 2014 New York Energy Conservation Construction Code repuiregieats in COMche,ck Version 4.0.2.2 and to comply with the mandatory requirements listed in the�lnsp Chec s Ethan P. Hall-Architect Sign Sian ure Name-Title ure Date Project Title: Office Expansion Report date: 05/18/16 Data filename: YAAdirondack Rehabilitation M:edicine\Construction Drawings\Adirondack Rehabilitation Paige 5 of 17 Medicine.cck COMcheck Softwari .0.2.2 Inspection Checklist Energy Code: 2014 New York Energy Conservation Construction Code Requirements: 1001.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each, requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being;, claimed. Where compliance is itemized in a separate table, a reference to that table is provided. SeZtFo�il Plait ReviewM Commients/Assumpt!ions C D E------- 0--P 1 112 S C103.2 Plans and/or,specifications provide all ElComplies Requirement will be met. [PR1]1 information with which compliance RDoes Not can be determined for the building Location on pl�ans/spec:A-1 envelope and document where [:]Not Observable exceptions to the standard are E]Not Applicable claimed. ---- ------ 0103,2 Plans, specifications, and/or ElComplies Requirement will be met. i[PR2]1 calculations provide all information nDoes,Not with which compliance can be Location on plans/spec:A-1 determined for the mechanical CjNot Observable systems and equipment and []Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. .....................------ ------- 003.2 Plans, specifications, and/or ElComplies Requirement will be met. [PR4]1 calculations provide,all information F]Does Not with which compliance can be Location on plans/spec.!A-1 determined for the interior lighting []Not Observable and electrical systems and equipment rJNot Applicable and document where exceptions to the standard are claimed. information provided should include interior lighting power calculations, wattage of bulbs and ballasts,transformers and control devices. ................. .............. 01012 Plans, specifications, and/or 0complies, Requirement will be met. [PR811 calculations provide all information E]Does Not with which compliance can be Location on plans/spec:A-1 determined for the exterior lighting O'Not Observable and electrical systems and equipment E]Not Applicable and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations,wattage of bulbs and ballasts, transformers and control devices, .... ............ C406 Plans, specifications, and/or nComphes Requirement will be met. [PR9]1 calculations provide all information ElDoes Not with which compliance can be Location on plans/spec: A-1 determined for the additional energy E]Not Observable efficiency package options, E]Not Applicable ............. ------- ...... 04023J Vertical fenestration area <= 30 ElComplies Requirement will be met. [PR10]1 percent of the gross above-grade wall ElDoes Not area. ©Not Observable Location on plans/spec: A-1 EJNot Applicable I 1 High Impact QTier 1D 2 Medium Impact(fuer:' ow impact(Tier 3) pp Protect Title: Office Expansion Report date: 05/18/16 Data filename: YAAdironclack Rehabilitation Medicine\Construction Drawings\Adjrondack Rehabilitation Page 6 of 17 Medicine.cck —----- gection __ Dian e ---------- # :n Rview Corn Iles? Corn ments/Ass ump !ons t & I - ------ ............. ......... �0402.3.1 Skylight area <= 3 percent of the nComplies Requirement will be met. ![PR11]1 gross roof area. ElDoes Not ®Not Observable Location on plans/spec: A-1 EINot Applicable .................. .... ..........—.......... ........... 0402,3Z Areas with obstructions that block ElComplies Exception. Skylights designed to exclude direct sunlight 2 direct beam sunlight on >= 112 of the ElDoes Not entering the occupied space by the use of fixed or automated [PR15]1 roof over the enclosed area for more baffles. than 1,500 daytime hours per year [ Not Observable between 8 am and 4 pm. ®Not.Applicable Additional Cornments/Assumptions: =H� impactMedium Impact(Tier 2) Impact(Tier 3) -(-Ti�e-r�11)"'Irr- Project Title: Office Expansion Report date: 05/18/16 Data filename; YA,Adirondack Rehabilitation Medicine\Construcbon Drawings\Adirondack Rehabilitation Page 7 of 17 Medicine.cck Section Footing / ndation Plans Verlfpeci iep "l/erified FtauuCornpalies7 Comments/Assumptions e 1! Nns ecti n� Value Value p 0402.2.6 Slab edge insulation R value. R- R- ❑Complies See the Envelope Assemblies [F03]2 Unheated ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 0303.2 Slab edge insulation installed per ❑Complies Requirement will be met. [F04]2 manufacturer's instructions. ❑Does Not ❑Not Observable Location on plans/spec.A- 1 ... ..._...._...__ _....__.........__._ ❑Not Applicable 0402.2.6 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [1`05]2 depth/length. Slab insulation ❑Does Not table for values, extending away from building is covered by pavement or>= 10 ❑Not Observable inches of soil. ❑Not Applicable 0403.2.7, Exterior insulation protected ❑Complies Requirement will be met. 0408.2.6, against damage,sunlight, '❑Does Not 0404.5 moisture, wind, landscaping and [F06]1 equipment maintenancei❑Not Observable activities. ❑Not Applicable ..;,ww..._, _.m... 040.3,2,4, Freeze protection and snow/ice ❑'Com lies _ Exceptiaan. Requirement melting system sensors for future, '❑Does Not does not apply, (F09]3 connection to controls. ❑ pp y. Not Observable ❑Not Applicable ......... _.,, . .. .. ..... .............__._�._ _.... .. _ ...._w...... C402,2.8 Bottom surface of floor structures ❑Complies Exception: Requirement [FO12],3 incorporating radiant heating ❑Does Not does not apply. insulated to >=R-3.5, ❑Not Observable See the Envelope Assemblies ❑Not Applicable table for values. ....__ _ __.._ ._...... Additional omments/Assumptions: p ] . _... m pp 3 :,..1 HIg h Im act{Ter 1 ..._.__..._2 Medium Impact]Tier 21 Low Impact(Tier 3)_ .. Project Title: Office Expansion Report date: 0.5/18/16 Data filename; YMdirondack Rehabilitation Medicine\Constructi'on Drawings\Adirondack Rehabilitation Page 8 of 1.7 Med'ncine.cck Section .�._. plans'�erufuetq Field erifged Framing/Rough in Inspection flue '�aluae �il Complies? � Comments/Assumptions � �-- Rua l ._---------_ ..__. 0402.4.1, The building envelope contains a ❑Complies Requirement will be met, 0402.4.2 continuous air barrier that is ❑CJoes Not [FR1.6]1 sealed,in an approved manner ❑Not Observable Location on plans/spec:A- in an approved manner.Air ❑Not Applicable barrier penetrations are sealed in an approved manner, _ -__.... ...__ 0402.4,3, Factory-built fenestration and ❑Complies Requirement will be met. 0402.4,4 doors are labeled as meeting air '❑noes Not [FRIB]3 leakage requirements. :[ Not Observable ❑Not Applicable ._ ......_.......................... 0402 4.7 Vestibules are instMied on all ❑Complies Requirement will be met. �[FR1713 building entrances. Doors have 017oes Not self-closing devices. Location on plans/spec:A- ❑Not Observable 1 ❑Not Applicable C402,3.3, Vertical fenestration U Factor. U- U- ❑Complies see the Envelope Assemblies 0402.3.4 ❑'noes Not table for values.. [FR8]1 ❑Not Observable ❑Not Applicable _. . -._._....,.. 0402.3,3 Vertical fenestration SHGC value. SHGC SHCC: ❑Complies See the Envelope Assemblies [FR10] ❑[7oes Not table for values. ❑Not Observable. ❑Not Applicable 031:13,1.3 Fenestration products rated in ❑Complies Requirement will be met. [FR12]7, accordance with NFRC, '❑Does Not '❑Not Observable Location on plans/spec:A 1 ❑Nat Applicable _ T_ . ...... _ __...._._._......_______....... 0303.1.3 Fenestration products are ❑complies Requirement will be met. [FR13]1 certified as to performance labels ❑poen Not or certificates provided. Location on plans/spec: A- :❑Not Observable 1 ❑Nat Applicable _. ........ .. 0402.23 U-factor of opaque doors U- U- ❑Complies See the Envelope Assemblies [FR14]2 associated with the building E] Swinging ❑ Swinging ❑Goes Not table for values. thermal envelope meets Nonsuwinging ❑ Nonswainging requirements., ❑Not Observable ❑Not Applicable __.._...m...m__- Additional Comments/Assu mptions; 1 High Impact(Tier 1) 2 Medium Impact(Ther 2) 3 C ower Cmpact(Tier 3) Project Title: Office Expansion Report date: 05/18/16 Data filename: Y.Vkclirondack Rehabilitation M'edicineh,Construction Drawwings\Adirondack Rehabilitation Page 9 of 17 Medicine.cck 5ectlon Mechanical Rough-in plans Verified Field Verified Complies? Conrnents/Assunaptwons Fte lel Il�nspectlon Value Va,lue C4012.3 HVAC equipment efficiency Efficiency:_ Efficiency:_ ❑Complies See the Mechanical Systems list [ME55]2 verified. ❑Does Not for vatues. ❑Nat Observable ❑Not Applicable C402.4.5. Stair and elevator shaft vents :❑Complies Exception: Requirement 1 have motorized dampers that ❑Does Not does not apply. [ME3]1 automatically close. ❑Not Observable ❑Not Applicable _ .... -- ._.._................ C402.4,5. Outdoor air and exhaust systems ❑Complies Requirement will be met.. 2 have motorized dampers that ❑Does Not [ME5,0] automatically shut when not inLocation on plans/spec:A- use and meet maximum leakage ❑Not Observable 1 rates..Check gravity dampers ❑Not Applicable where allowed. 0403.2.5. Demand control ventilation ❑Complies Exception. Requirement 1 provided for spaces >500 ft2 and ❑Does Not does not apply, [ME59,]1 >25 people./1000 ft2 occupant density and served by systems ❑Not Observable with air side economizer, auto Not Applicable modulating outside air damper control, or design airflow >3,000 cfm. ....... _ ...........—... ._..w.__„....__.M,r_ ,�„�,.�.. .,�. .., ..... ,�.......... �,o 00 o._ ..... ._ ..._._... .-_...._..._ .__._._.. _.,...., ..._,. .._ _. 0403.4.2 VAV fan >= 5.0 hp are driven by ❑Complies Exception: Requirement [ME75]'2 mechanical or electrical variable ❑Does Not does not apply speed drive, or driven by vane- axial with variable speed blades, ❑Not Observable See the Mechanical Systems list or operate with motor demand -]Not Applicable for values. <=30%design kW at 50%design flow-calculations required' ----------- 'C4"03,"2,7 4"0 0], .,.,insulated.is and d plenums R. .._. _ ------. -- _..._ _ . ._.. _..._...m....... _ .._.. -- C'�03 .7 HVAC ducts and Ge R ❑Complies Exception: Requirement acts or ❑Does Not does not apply. plenums are installed! in or under a slab, verification may need to ❑Not Observable occur during Foundation ❑Not Applicable Inspection. _ ..... p g.. ___. _ _ _._.. C403 2.fi' HVAC u ._..._. .... _m..._. ___ piping insulation thickness, in. in. ❑Complies Requirement will be met. piping [ME61]2 Where i in is installed in or ❑'Does Not under a slab, verification may Location on plans/spec: A- need to occur during Foundation ❑N'ot Observable 1 Inspection. ❑Not Applicable C403,2.8 Thermally ineffective panel ❑Complies Exception. Requirement (ME4113 surfaces of sensible heating ❑Does Not does not apply, panels have insulation >= R-3, , ❑Not Observable ❑Not Applicable C403.23 Ducts and plenums sealed based ❑complies Requirement will be met. [ME10]2 on static pressure and location. ❑Does Not ❑Not Observable Location on plains/spec: A- 1 ❑Nat Applicable 0403.2.7. Ductwork operating >3 in. water ❑complies Exception: Requirement 13 column requires air leakage '❑Does Not does not apply. [ME11]3 testing. -]Not Observable ❑.N. ot Applicable .... C408.2.2. Air outlets and zone terminal ❑Complies Requirement will be met. 1 devices have means for air ❑Does Not [ME53]3 balancing. Location on pians/spec: A- ❑Not Observable 1 ❑Not Applicable 1 Kg h Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Office Expansion Report date: 05/18/16 Data filename: YAAdirondack Rehabilitation Medicine\Construction Orawings\,Adirondack RehaWitation Rage 10 of 17 Medicine.cck Section i e anicai Roax h In Plans Verified Pier Verified Co lies Comments/Assumptions erg_ I Inspection Value t/alaae 0403.4,2 VAV fan motors >=5.0 hp to be VSD ° ' ❑Complies Exception: Requirement [ME6612 driven by variable speed drive, ❑ Wane axial ❑ Vane axial ®Does Not does not apply, have a vane-axial fan with fan fan ❑Not Observable variable pitch blades, or have E] Other ❑ Other ❑Not Applicable controls to limit fan motor pp demand. _ ._....... .. C403AZ WAW fans have static pressure ❑Complies Requirement will be met. 1 sensors positioned so setpoint ❑Does Not [ME67] =113 total design pressure. ❑Not ObservableLocation on plans/spec:A- ❑Not Applicable 1 �. _... ...... .....-. ... _ .._... ��...._ C403A.2. Reset static pressure setpoint for ❑Complies Requirement will be met. 2 DDC controlled VAV boxes ❑Does Not [ME24]2 reporting to central controller Location on plans/spec:A- based on the zones requiring the ❑Not Observable 1 most pressure.. ❑Not Applicable 0403.2.6 Exhaust air energy recovery on ❑Complies [ME57]1 systems meeting Table 0403.2.6 ❑Does Not ❑Not Observable ❑Not Applicable .__.._..._ __ �� —_... . _........... _ 0403.2,11 unenclosed spaces that are ❑Complies Exception: Requirement [ME71.]2 heated use only radiant heat. ❑Does Not does not apply. ❑Not Observable ❑Mot Applicable ......... ..___ __..___. __..... ... ., _...., _. _._ _ ,M. ........_.... 0403.4.7 Not gas bypass limited to. <=240 ❑0omplies Requirement will be met. [ME35],1 kBtu/h-50% >240 kBtu/h-25% []Does Not ❑Not Observable Location on plans/spec: A- 1 ❑Not Applicable _.. _ � .. . _ .__.. . ....... ____ _...._..... _.._ C403.3A Sleeping rooms in Croup R-1 ❑Complies Exception: null. [ME76]3 occupancies are provided with ❑Does Not dedicated system to automatically control HVAC ❑Not Observable systems and energy consumption ❑Not Applicable during unoccupied periods.. Controls are designed to raise cooling and Dower heating temperature set points by at least 4®E when room is unoccupied. Additional +Cornment /AsNumpwioras: � ,�-_-____. ._.._..�..___....��_.�...,...�.�....�...._._.......�.�.......__._ 1 High impact(Tier"1) 2 Medium Impact iTier 21 3 low Impact(Tier ) I�_� _ _ _._....::� Project Title: Office Expansion Report date: 05/18/16 Data filename; YAAdirondack Rehabilitation Medicine\Construction Drawings\Ad'irondack Rehabilitation Page 11 of 17 Medicine.cck Section Rough lin Electrical Inspection Complies Comments/Assumptions RegWOC�. 0405.2.2. Automatic controls to shut off all ❑Compiles Requirement will be met.. 1 building lighting installed in all ❑Does Not [EL22]2 buildings. ❑,Not Observable Location on plans/spec:A-1 ❑Not Applicable 0405.2J. Independent lighting controls installed ❑Compiles Requirement will be met, 1 per approved lighting plans and all ❑Does Not [EL2312 manual controls readily accessible and Location on plans/spec:A-1 visible to occupants. ❑Not Observable ❑Not Applicable ... .................. ._.... _ .. ._._.__._._ _._... — — ------ C405.2.1. _0405.2.1. Lighting controls installed to uniformly []Complies Requirement will be met. 2 reduce the lighting load by at least ❑'Does Not [EL1511 50%. ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable 0405.2.2. Daylight zones provided with ❑Complies. Exception: Requirement does not apply. 3 individual controls that control the ❑Does Not. [EL16]2 lights independent of general area lighting. []Not Observable ❑'Not Applicable _.. _...,_. _ _... ..... ..._ -........--- - ...-- C405,2.3 Sleeping units have at least one ❑Complies Exception: Requirement does not apply. [EL1713 master switch at the main entry door ❑Does Not that controls wired luminaires and switched receptacles. ❑'Not Observable ❑Not Applicable 0445.2.2. Occupancy sensors installed in ❑Complies Requirement will be met. 2 required spaces. ❑Does Not [EL1B11 ❑Not Observable Location on plans/spec:A-1 ' ❑Not Applicable 0405,2.2. Primary sidelighted areas are ❑'Complies Exception: Requirement does not apply. 3 equipped with required lighting ❑Does Not [EL20]1 controls. ❑Nat Observable ❑Not Applicable 0405.2.2. Enclosed spaces with daylight area ❑Complies Exception: Requirement does not apply. 3 under skylights and rooftop monitors ❑Does Not [EL2111 are equipped with required lighting []Not Observable .controls. ❑Not Applicable . .................._...._ _..------ _ .__... __... w .... __._.. ....._.m -- - C405.2.4 Automatic lighting controls for exterior ❑Complies Requirement will be met. [EL2512 lighting installed. ❑Does Not ❑Not Observable Location on plans/spec: A-1 ❑Nat Applicable _ _.... - _ .... _. __.._. _._ .... 0405.2,3 Separate lighting control devices for ❑Compl'ies mm Requirement will be met. [EL411 specific uses installed per approved ❑Does Not lighting plans. ❑NotObservable Location on plans/spec: A-1 . ❑Not Applicable ....__ -_... _ ._..... .m ..............................._.......... ... ...-....__.._ _..._ 0405.4 Exit signs do not exceed 5 watts per ❑Complies Requirement will be met. [EL611 face. ❑Does Not ❑Not Observable Location on plans/spec: A-1. ❑Not Applicable _...._ _..... --. . _._ _..___...__ _.__------___-- --....-- . ............ _......... 0405.2.3 Additional interior lighting power ❑complies Requirement will be met. [ELB11 allowed for special functions per the ❑Does Not approved lighting plans and is Location on plans/spec: A-1 automatically controlled and ❑Not Observable separated from general fighting. ❑Not Applicable Additional Comments/Assumptions: _........ _...._ . 1IH:gh Impact(Tier 1.1 2 Medium Bmpact(Tier 21 3 Low impact(Tier 3LL) Project Title: Office Expansion Report date: 05/18/16 Data filename: YAAdirondack Rehabilitation Med'icine%Construction DraMngs\Adirondack Rehabilitation Page 12 of 17 Medicine.cc 2 Medium Impact(Tier 2) 3) --- ------------------- High Impact (Tier 1) Project Title: Office Expansion Report date: 05/18/16 Data filename: YAAdirondack Rehabilitation Medici ne\Construction Drawings\Adiron,dack Rehabilitation Page 13 of 17 Medicine.cck Seciie�a Mans Verified Field Verified lnso-piation inspection Plans Comments/Assumptions, Value Vaip.�e I 4e ...__. 0402.4.1. All sources of air leakage in the ❑complies Requirement will be met, 1 building thermal envelope are ❑Coosa Not [IN1]1 sealed, caulked, Basketed, Location on plans/spec: A- weather stripped or wrapped with ❑Not Observable 1 moisture vapor-permeable ❑Not Applicable wrapping material to minimize air leakage. ._ ..__..... .„ ,m .. � „.„. _ _............__. __ .._------_.------.- ...... C402.4.9 'Vapor retarders on the interior ❑complies Requirement will be met. [IN18]'1 side of framed walls,floors and ❑Dor=_s Not ceilings where the framed cavity Location on plans/spec: A_ is not ventilated to allow ❑Not Observable 1 moisture to escape. Does not ❑Not Applicable include below-grade assemblies. �__ .. .. 0402.44,2. Roof R value.,For some ceiling R- R ❑complies See the Envelope Assemblies 1 systems,verification may need to table for values. y y ❑ Above deck ❑ Above deck ❑Does Not [IN2]1 occur during Framing Inspection. ❑ Metal ❑ Metal ❑Not Observable ❑ Attic ❑ Attic ❑Not Applicable ..._........_ __._ ._ ....... _n m .._ m_ .. _.... _ _.... 0803.2 Roof insulation installed per ❑Complies Requirement will be met. I[IN3]1 manufacturer's instructions, ❑Does Not Blown or poured loose-fill ❑Not Observable Location on plans/spec: A. insulation is installed only where 1 the roof slope is<=3 in 12. ❑Not Applicable _....... _. .. .............__-_____ ._-__ .__. _ � „ ,,.. �,.o �, --- .... ......_._ __......... IC303.2 Above-grade wall insulation ❑0omplies Requirement will be met. [IN7]1 installed per manufacturer's ❑Does Not instructions, Location on plans/spec. A- ❑Not Observable .1 ❑Not Applicable 0402.2,5 Floor insulation R-value. R- R ❑Cornplies see the Envelope AssernWies [IN8] ❑ Mass ❑ Mass ❑Does Not table for values, ❑ Steel ❑I Steel ❑Not Observable wood ❑I Wood ❑Not Applicable 0303.1 Building envelope insulation is ❑complies Requirement will be met. [IN10]2 labeled with R-value or insulation ❑Does Not certificate providing R-value and other relevant data., ❑Not Observable ❑Not Applicable 0303 2.1 Exterior insulation is protected ❑Complies Requirement will be met. [IN14]1 from damage with a protective ❑Does Not material, Verification for exposed ; ❑Not Observable Location on plans/spec:A- foundation insulation may need 1 to occur during Foundation :❑Not Applicable Inspection. _,........__ ._._----------..___---_-- . ... ._ _. _._. _............. .......... 0402.2,1 Insulation intended to meet the ❑0omplies Exception: Requirement [IN17]3 roof insulation requirements ❑Does Not does not apply, cannot be installed on top of a ;❑Not Observable suspended ceiling. Mark this Location on plans/spec. A- requirement compliant i6 ';®Not Applicable 1 insulation is installed accordingly. AdditionalComments/Assumptions. high Impact(Tier 1] FY[Medium Impacrr t(Tiler 2] 3... Low Impact (Tier 3) Project Title: Office Expansion Report dater 015/18/16 Data filename: YAAdirondack Rehabilitation Medicine\Construction Drawings\Adirondack Rehabilitation Page 14 of 17 Medicine.cck Final Inspection Cornp! Comments/Assumptions ReiI. ..... ._..._.__..___--- _.___._. _._.._...._._...__ _.. _ ............. _ ___ __ __. 6402.4.5 Weatherseals installed on all loading ❑Complies Exception:: Requirement does not apply.mm p [F13711 dock cargo doors. ❑Does Not. ❑Not observable ❑Not Applicable _- ........... - _..._ _m........................_....._ _-._..._.. _...m_... 0403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 2 controlled by a thermostat control. ❑Goes Not [F147]) Minimum one humidity control device ®Not observable Location on plans/spec:A-1 per installed humidification/dehumidification ❑Not Applicable system. n----------- _w___. ._. _ _.w.-. __.... _, _......... .. _-_..... .._... ... ... 0403.2,4. Thermostatic controls have a 5 °F ❑Complies Requirement will be met. 2 deadband. ❑Does Not [F1381;,3 ❑Not Observable Location on plans/spec: A-1 ❑Not Applicable C4p3.2 ___. . __....... _._. .._... _ _...._m.. __. _.. __........_._..__ _ .4. Temperature controls have setpoint ❑Complies Requirement will be met. 2 overlap restrictions. ❑Does Not [F120]3 ©NotObservable Location on plans/spec:A-1. . ❑Not Applicable _.. _...._._ ........_..... ._ .... . _ .......... .... _..._ _._ - —..._. .__ .......... ... ....----- - ...._ _.. 0403.2.4. Each zone equipped with setback ❑Complies Requirement will be met. 3 controls using automatic time clock or ❑Does Not [F13913 programmable control system. ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable ___......_...... _w___ .___ __ ._._ ____... . _.. w._ ______ ._........m.......... ....... .... .......... 0403.2.4, Automatic Controls. Setback to 55''F ❑Com,plies Requirement will be met. 3 (heat[and 851E(cool) 7-day clock, 2- ❑Does Not [F[40]'3 hour occupant override, 10-hour ®Not Observable Location on plans/spec:A-1 backup ❑Not Applicable ---..._........... --- _.... ..........-....... ......,..._....._ 0408.2.5, Furnished HVAC as-built drawings ❑Complies Requirement will be met. 1 submitted within 90 days of system ❑Does Not [F1713 acceptance. ❑Not Observable ❑Not Applicable 0303.3,04 Furnished O&M manuals for HVAC ❑Complies Requirement will be met. 08.2.5.2 systems within 90 days of system []Does Not [F18]3 acceptance. ❑Not Observable ❑Not Applicable 0408.2.5. An air and/or hydronic system ❑Complies Requirement will be met. 3 balancing report is provided for HVAC ❑Does Not [F143]1 systems. ❑Not Observable Location on plans/spec: A-1 ❑Not Applicable 0408.2.3. HVAC control systems have been ❑Complies Requirement will be met. 2 tested to ensure proper operation, ❑Does Not [FI10]' calibration and adjustment of controls. ❑Not Observable Location on plans/spec: A-1 ❑Not Applicable __ __.. _.. .. _ ..._ _ _. ....._ _ _..._..... -__.._._. 0402..4,8 Recessed Luminaires in thermal ❑Complies Requirement will be met. [F125]3 envelope to limit infiltration and be iC ❑Does Not rated and labeled.Seal between Location on plans/spec. A-1 interior finish and luminaire housing ❑Not Observable ❑Not Applicable _ ........ _................... 0403.2.2 HVAC systems and equipment ❑Complies Requirement will be met. [F12713 capacity does not exceed calculated ❑noes Not loads. ❑Not observable Location on plans/spec. A-1 ❑Nat Applicable 1 Hrgh ImpacC(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: office Expansion Report date: 05/18/15 Data filename: YAAdirondack Rehabilitation Medicine\,Construction DrawingsyAdlrondack Rehabilitation Page 15 of 17 Medicine.cck lection Inal inspection Complies? ornrttients/Assumptions Rea lid _ 0408.2.5. Furnished as-built drawings for ❑complies Requirement will be met. 1 electric power systems within 30 days ❑'Does Not (F11613 of system acceptance. ❑IVot observable ❑Not Applicable _..... _..... _.... ___-- __._...m..._ _.____ __... _._._. .._w.. ...... ... ............... .... C303.3,C4 Furnished O&M instructions for ❑Complies Requirement will be met. 08,2,5.2 systems and equipment to the ❑Does Not (F11713 building owner or designated representative, ❑Not Observable ❑Not Applicable .. C4p .2 Interior installed la . �. __......... . _..__.._ ___.__ �. lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. (F11811 lighting power is consistent with what ❑pees Not is shown on the approved lighting plans, demonstrating proposed watts ❑Not Observable are less than or equal to allowed ❑Not Applicable watts. _.... ...,...,..., 0405.6.2 Exterior lighting power is consistent ❑complies See the Exterior Lighting fixture schedule for values. [F]1911 with what is shown on the approved ❑Does Not lighting plans, demonstrating ❑Not Observable proposed watts are less than or equal to allowed watts. ❑Not Applicable 0408.2.1 Commissioning plan developed by ❑Complies Requirement will be met. [FI2811 registered design professional or ❑Does Not approved agency. ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable ....._.. _....._....._ __...._ _ _......... _ __._W _-- 0408.2.4 Preliminary commissioning report ❑Complies Requirement will be met. [F1291' completed and certified by registered ❑Does Not design professional or approved ❑Not Observable Location on plans/spec:A-1 agency. ❑Not Applicable 0408.2.5. Final commissioning report due to ❑complies Requirement will be met, 4 building owner within 90 days of ❑Does Not [F13011 receipt of certificate of occupancy. ❑Not Observable Location on plans/spec: A-1 ❑Not Applicable C408.2.3. HVAC equipment has been tested to ❑Complies Requirement will be met. 1 ensure proper operation. ❑Does Not [FI3111 ❑Not Observable Location on plans/spec: A-1 ❑Not Applicable _.... ..m. ..__..._... __v.... __ __.......... _.._.._._...._..... ..__....._._..__.. C408.3 Lighting systems have been tested to ❑Complies Requirement will be imet. [F13311 ensure proper calibration, adjustment, ❑[foes Not programming, and operation, ❑Not Observable Location on plans/spec: A-1 ❑Not Applicable _. ...... .. ...._.__._._._.m__.._.-- C408.3 Lighting systems have been tested to ❑Complies Requirement will be met. [ 14811 ensure proper calibration, adjustment, ❑Does Not programming, and operation. []Not Observable Location on plans/spec: A-1 ❑Not Applicable ....... . .....---._...... 0406 Efficient HVAC performance,efficient ❑Complies Requirement will be met, (F134]1 lighting system, or on-site supply of ❑Does Not renewable energy consistent with Location on plans/spec: A-1 what is shown the approved plans. ❑N'�ot Observable ❑Not Applicable Additional Cornrnents/Assumptions: 1 Hr,gh impact[Tier 1) 2 M&um impact(Tier 2} 3Low Imp11 (Trr 3) _ff act ier }} Project Title: Office Expansion Report date: 05/18/16 Data filename: Y:1,Adirondack Rehabilitation Medicine\Construction Drawings\,Adirondack Rehabilitation Page 16 of 17 Medicine.cck Project Title: Office Expansion Report date: 05/18/16 Data filename: Y:1Adirondack Rehabilitation Medicine\Construction Drawings\Adirondack Rehabilitation Page 17 of 17 Medicine.cck 0 II _ ENGINEERING FILE: Copy M Structural Calculations r Adirondack Rehabilitation is 17 Main r Quleensbury, SOF NESCO 0 �- # o Scott Burlingame, P.E.. 4 rr A May 1',1 91,201 � w• 0551 OFESS4 Sc,olf Bud�nc ome,P.C. 1 900 RI,146,C lton Park,NY 12065 1 'T:510-724-01733 wcoli(�rsbef)giriieoringp le.com JOB NAME Adirondack Rehabilitation Medicine ENGINEERING Pi.0 SHEETS 2 OF 5 Sh'L3CtU11-1Cfl 50k,10�011S CALC.BY Scott Burlingame, P.E. — DATE 5/19/15 BUILDING DESIGN LOADS Roof Deadl Load: Built Up Roofing and Insul. = 6 psf 5/8" Plywood Sheathing = 2 psf Wood Roof Trusses = 4 psf 1-Layers 5/8111 Gyp. = 3 psf 15 psf Roof Live Load: Flat Roof Snow Load 35 psf Total Roof Design Load = 50, psf Seismic Roof Dead Loads 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 Scorn Surfingumt,P.E. 900 Rt. 1146,Clifion Fork,NY=65 i T 518-724-0733 Puc JOB NAME Adirondack Rehabilitation Medicine ENGINEERING SHEET# 3 OF 5 CAM BY Scott Burlingame, P.E. DATE 5/19/15 Bldg.Area: Entire Roof Ground Snow Load: 50 psf (At elevations up to 1000 feet) Project Site Elevation: 320 ft Adj.Ground Snow(pJ: 50 psf Building Occupancy Terrain Category 0 1-Agricultural ()A,Large City Centers II-General *B,General urban/Suburban III-Assembly OC.Open Terrain 0 IV-Critical Services 2' 01D.Open Shoreline 2 Roof Exposure Thermal Factor I Ful0y Exposed Structures Not Noted Below (p0artially Exposed Ol000rly Heated/Well Insulated OSheitered OUnheated Structures 2 importance Factor(lJ: 1.0 Thermal Factor(Q: 1.0 Exposure Factor(Q� 1.0 Snow Density (9)i 20.5 psf Flat Roof Snow Load(p& 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 c�riieria. To use, enter the ground snow load and select the appropriate building criteria, Scott Burlingame,P.E. 1 9'00 Rt.146,Chhor,Park,NY 12065 1 T:5➢8.724-0733 com m. ENGINEERING PLlc JOB NAME Adirondack Rehabilitation Medicine 171St � SHEET# 1 CAM BY Scott Burlingame, P.E. DATE 5/19/15 Bldg,Area: Bakery Roof Against TwLq:-SLqEy-Rqijd-!nq Ground Snow Load (p, 0�. 50 psf Height Difference (hc + hb) 21.0 ft Length of Leeward Roof(1.1): 73.0 ft "Leeward Drift Length of Windward Roof O,J: 151,0 ft —Windward Drift Building Occupancy Terrain Category 0 1, Agricultural 0 A.Large City Centers II. General �i B.General Urban/Suburban 0 111. Assembly 0 C.Open Terrain (, IV, Crtbcal Services 2 0 D.Open Shoreline 2 Roof Exposure "Piermat Factor 0 Fully Exposed Structures Not Noted Below (1-!) Partially Exposed Poorly Heated/Well Insulated C)Sheltered 2 0 Unheated Structures I Importance Factor (1): 1.0 Thermal Factor (C,): 1 '0 Exposure Factor(Cl.): 1.0 Snow Densliy (g): 20,5 psf Flat Roof Snow Load (pr): 35.0 psf Height of Uniform Snow (hb): 1,7 ft Net Height Difference (h j: 19.3 ft Leeward Drift Height (h&): 3.5 ft Windward Drift Height (h,d,): 3.7 ff Maximum Drift Height (hd): 17 ft Design Drift Height (hd): 3.7 ft Design Drift Width (w): 14.6 ft Design Drift Max Intensity (Pd): 74.9 psf Design Drift Weight (W): 547.6 ptf Note: This spreadsheet calculates the drift height and width at a low roof using the"Building Code of New York State" (2010) &ASCE 7-05 criteria. To use, enter the ground snow load, height difference between high and low roof, length of roof windward & leeward, and select the appropriate building criteria. Scott BuAnganne,P,E, i 90,0 Rt, 146,Clifton Park,NY 12065 ( T:518-724-0733 1 scoRl)sbengirieeririgpllc.carri JOBNAME Adirondack Rehabilitation Medicine 41 ENGINEERING PL,.c SHEET# 4 OF 5 CALC. BY Scott Burlingame, P.E. DATE 5/19/15 Note: 1 . This spreadsheet calculates the seismic design coefficients and building design category per the "Building Code of New York Slate - 2010". 2. Use spectral accelerations based on a 2% PE in 50 years. 3. Not valid for Site Class F or E wl S,>1.0, S1>0A. 4. To determine SS& S1,input project address in USGS online ground hazard application Site Address: 17 Main Street, Queensbury, NY ataiSs D0,1 f Mapped spectral acce9eration for short periods: S, Mapped spectral acceleration for a 1-second period Site Class Occupancy Category 0 Site Class A CO) T/11-General/Agricultural 0 Site Class B 0 111-Assembly 0 Site Class C 0 IV-Critical Services * Site Class D 0 Site Class E 0 Site Class F F,,.. 1 .60 FV� 2.40 Sms. 0.301 Sm, . 0.170 SDS- 0,234 SDI . 0.130 SD Cat B SD Cat B Seismic Design Category B Scott Bufkngarna,P.E. 1 900 R1, 146,Clillon Park,NY 12065 t T:5IB-724-0733 1 scoHPsbPnqineerinqpHc.com JOB NAME Adirondack Rehabilitation Medicine ENGINEERING SHEET# 5 OF 5 I-U C:1"u r,a� S 0�U t i 0 ris CAM BY Scott Burlingame, P.F. DATE 5/19/15 Data: Building Occupancy Seismic Direction 0 1-Agricultural C)' "�X"Direction C�) If-General 0 "Y"Direction 0 111-Assembly 0 IV-Critical Services Require Input by User tis Mapped spectral acceleration for short periods SDI� Mapped spectral acceleration for a 1-second period R= Response Modification Coefficient (Light frame shearwafls) IE= Importance Factor hn— i Total Building Height Above Base (ft) CT= Building Period Coefficient Calculate Seismic Base Shear: T=T,, = OJ60 Approximate Fundamental Period (seconds) Csinin = 0.010 Minimum Seismic Response Coefficient C, = 0.036 Seismic Response Coefficient csmclx = 0.125 Maximum Seismic Response Coefficient C,,90V, = 0.036 Governing Seismic Response Coefficient Total Seismic Weight: Wi = 74.00 (Force in Kips) Seismic Base Shear : V, = 2.66 (Force in Kips) Calculate Vertical' Distribution of Seismic Forces: Distribution Coefficient W 1.00 Awl, Roof 74.00 1&00 1,184�00 1 .000 2.66 0�00 ................ Ground 0,00 0,00 0.00 0.000 0.00 42.62 0.000.000 0.00 0,1001 0,00 0,000 0.00 000 0.,00 0'.0000.00 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 E30B Main Su et l,Buffalo,NY'14202-151 1 1 Phcine:71 6.E356.1 894 1 FAX:716.652.2621 I SrSCUSeSELabracusengineescorn WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Bearing Wall Stud.wwc WoodWorks@ Sizer 10.2 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL/CP CF Cfu Cr Cfrt 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 425 - 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #4 = .6D+.6W, V = 77, V design = 77 lbs Bending(+) : LC #4 = .6D+.6W, M = 230 lbs-ft Deflection: LC #4 = .6D+.6W (live) LC #4 = .6D+.6W (total) Axial : LC #2 = D+S, P = 1620 lbs Combined : LC #3 = D+.75(S+.6W) ; (1 - fc/FcE) = 0.73 Support : LC #2 = D+S; R = 1620 lbs, Cap = 4383, Lb = 1.5011, 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-int "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. Jj a jUU q CASF�( 'c,A apod Wf I�6 SOION(10f. 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Glens TWA NY 12801 Architect of Record: Ethan Peter Hall This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and the identity of other approved agencies to be retained for conducting these, inspections and tests. This, Statement of Special Inspections encompass the following disciplines: F-1 Structural [] Mechanical/Electrical/Plumbing M Architectural El Other: The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction, If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge, A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. This document shall be prepared and signed by the licensed Design Professional acting as the Special Inspector. Job site safety and means,and methods of construction are solely the responsibility of the Contractor, Interim Report Frequency: MowhIv or D per attached schedule. Prepared by: Rucinski Hall Architecture (type or print name) Rucinski Hall Architecture I......... 134 Dix Ave tale Is N 0 Signature Date q Des n Professional Seat Owner's Authorization: Building Official's Acceptance: Signature Date Signature Date CASS Form 101 Statement of Special Inspections * ()CASE 200 e New York State 2010 Sheet 2 of 7 Project: Adirondack Rehabilitation Medicine Schedule of Inspection and Testing Agencies Statement of Special Inspections includes the following building systems: ® Soils and Foundations ❑ Prefabricated Wall Panels ® Cast-in-Place Concrete ❑ Spray Fire Resistant Material ❑ Precast Concrete ® Wood Construction ❑ Shotcrete ® Prefabricated Wood Trusses ❑ Masonry Level 1 ❑ Exterior Insulation and Finish System ❑ Masonry Level 2 ❑ Mechanical&Electrical Systems ❑ Structural Steel ❑ Architectural Systems ❑ Cold-Formed Steel Framing ❑ Special Cases ❑ Prefabricated Cold-Formed Trusses .Special Ins ection A encies Finn Address Telephone 1. Special Inspector To be determined and hired by owner. 2 Testing Laboratory SIB Services,Inc PO Boz 2199 -pre-approved list. Ballston Spa, NY 12020 518-899-7491 Trans Tech QCQA Laboratories 1594 State St. Schenectady,NY 12304 518-372-4067 Evergreen Testing 594 Broadway Watervliet,NY 12189 518-266-0310 3 Geotechnical Engineer Note: The inspection and testing agent shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. Seismic Design Category: B Basic Wind Speed (3 Second Gust): 90 Wind Exposure Category: B CASE Form 101 • Statement of Special Inspections • ©CASE 2004 • New York State 2010 Sheet 3 of 7 Project: Adirondack Rehabilitation Medicine Qualifications of Inspectors and Testing Technicians The qualifications of all personnel performing Special Inspection and testing activities are subject to the approval of the Building Official. The credentials of all Inspectors and testing technicians shall be provided if requested. Key for Minimum Qualifications of Inspection Agents: When the Registered Design Professional in Responsible Charge deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below, such designation shall appear below the Agency Number on the Schedule. PE/SE Structural Engineer—a licensed SE or PE specializing in the design of building structures PE/GE Geotechnical Engineer—a licensed PE specializing in soil mechanics and foundations. EIT Engineer-In-Training—a graduate engineer who has passed the Fundamentals of Engineering examination American Concrete Institute(ACI)Certification ACI-CFTT Concrete Field Testing Technician—Grade 1. ACI-CCI Concrete Construction Inspector ACI-LTT Laboratory Testing Technician—Grade 1 U. ACI-STT Strength Testing Technician. American Welding Society(AWS)Certification AWS-CWI Certified Welding Inspector. AWS/AISC-SSI Certified Structural Steel Inspector American Society of Non-Destructive Testing(ASNT)Certification ASNT Non-Destructive Testing Technician—Level II or 111 International:Code Council(ICC)Certification ICC-SMSI Structural Masonry Special Inspector ICC-SWSI Structural Steel and Welding Special Inspector ICC-SFSI Spray-Applied Fireproofing Special Inspector ICC-PCSI Prestressed Concrete Special Inspector ICC-RCSI Reinforced Concrete Special Inspector National Institute for Certification in Engineering Technologies(NICET) NICET-CT Concrete Technician—Levels 1, 11, 111 &IV NICET-ST Soils Technician-Levels I, 11, III &IV NICET-GET Geotechnical Engineering Technician-Levels I, 11, 111 &IV Exterior Design Institute(EDI)Certification EDI-EIFS EIFS Third Party Inspector Other SCSI Smoke Control Special Inspector PEIME Mechanical/Electrical/Plumbing Engineer—a licensed PE specializing in the design of mechanical, electrical and plumbing building systems RA Registered Architect specializing in the design of architectural building systems CASE Form 101 • Statement of Special Inspections • OCASE 2004 • New York State 2010 Schedule of Special Inspection Services Sheet 4 of 7 Soils and Foundations Project: Adirondack Rehabilitation Medicine Item Agent No. Scope (Qualif.) 1. Site Preparation 2 Section 1704.7.Site preparation.Prior to placement of the (PE or EIT) prepared f ll, determine that the site has been prepared in accordance with the Contract Documents. Inspect soils below footings for adequate bearing capacity and consistency with the Contract Documents. 2. Controlled Structural Fill 2 Section 1704.7.During flll placement. During placement and (PE or EIT) compaction of the fill material, determine that the material being used and the maximum lift thickness comply with the Contract Documents.Verb extent and slope of fill placement. 2(PE or EI7) Section 1843.5. Compacted fill material. Perform sieve tests and modified Proctor tests of each source of fill material. Through testing, verb that the compacted fill to be used under footings and under slabs complies with the Contract Documents. 2(PE or EI7) Section 1704.7.Evaluation of in-place density. Review that the in-place dry density of the compacted fill complies with the Contract Documents. 3. Deep Foundations Not applicable. 4. Underpinning 1 Review Existing Conditions.Determine ifsoil conditions are (PE or EIT) conducive to underpinning. I (PE or EIT) Underpinning Procedure.Review contractor's underpinning procedures to be in compliance with the contract documents and I with the Geotechnical Engineer's recommendations. (PE or E17) Grout Installation. Inspect installation ofgrout and bonding agent for space between existing foundations and new concrete for 2 compliance with the contract documents. Monitoring. Establish measurement stations to monitor vertical and horizontal wall movement before, during and after underpinning is complete. Record measurements in a log book and submit to Engineer of Recordfor review. 5. Other 2 Within the building perimeter, observe placement of underslab and (PE or EI7) perimeter drainage elements, including crushed stone,perforated pipes, and geocomposite drains. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 • New York State 2010 Schedule of Special Inspection Services Sheet 5 of 7 Cast-ill-Place Concrete Project: Adirondack Rehabilitation Medicine Item Agent No. Scope (Qualif.) 1. Mix Design I Table 1704.4.4. Review concrete mix design submittals for all (PE or E17) classes of concrete specified on the structural drawings. Reference standard AC1318:Ch.4,5.2-5.4.BC-NYS Reference Sections 1904, 1905.2-1905.4, 1914.2 and 1914.3. 2 Review concrete batch tickets and verb compliance with (ACI) approved mix design. Verb that water added at the site does not exceed that allowed by the mix design. 2. Material Certification I Section 1704.4.1.Materials. Review material certificates of (PE or E17) compliance or other acceptable documentation for all materials used in the concrete mix designs for conformance with ACI 318 Chapter 3. In the absence of sufficient data or documentation providing evidence of conformance to quality standards of materials in chapter 3 ofAC1318, materials shall be tested in accordance with the appropriate standards and criteria. 3. Reinforcement Installation I Table 1704.4.1. Review the following percentages of installed & reinforcement for compliance with approved shop drawings, 2 project specifications and ACI 318:Ch.3.5, 7.1-7.7. BC-NYS (ACI) Reference Sections 1903.5, 1907.1, 1907.7 and 1914.:Footings 50% Foundation Walls 50%. 4. Post-Tensioning Operations Not applicable 5. Anchor Rods 1&2 Table 1704.4.3. Review 100%of bolts to be installed in concrete (ACI) prior to and during placement of concrete where allowable loads have been increased. BC-NYS Reference Section 1912.5. 6. Concrete Placement 2 Table 1704.4.6 Continuous inspection of concrete placement for (ACI) proper application techniques as specified in ACI 318. 5.9 and 5.10. BC-NYS Reference Sections 1905.9, 1905.10, 1914.6, 1914.7 and 1914.8. Verify that concrete conveyance and depositing avoids segregation or contamination. Verify that concrete is properly consolidated 7. Sampling and Testing of 2 Table 1704.4.5. Make one strength test for each 50 cubic yards or Concrete (ACI) fractions thereoffrom each mix design of concrete placed in any one day. (ASTM C 172,ASTM C 31,ASTM C39).Also, test each specimen for slump(ASTM C143), air content(ASTM C231 or C173), and temperature(ASTM C1064).ACl Reference ACI 318: Ch. 5.6 and 5.8. BC-NYS Reference Sections 1905.6 and 1914.10. 8. Curing and Protection I Table 1704.4.7. Review periodically for maintenance of specified curing temperature and protection techniques, in accordance with ACI 318. 5.11-5.13. BC-NYS Sections 1905.11, 1905.13 and 1914.9. Further, when hot weather concrete conditions exist, verb that the procedure outlined in ACI 305R for Hot Weather Concreting is followed These conditions will exist when the rate of evaporation approaches 0.21 lb.1f1.?1hr. For Cold Weather Concreting,follow ACI 306.1 standard spec. CASE Form 101 • Statement of Special Inspections • OCASE 2004 9 New York State 2010 o Schedule of Special Inspection Services Sheet 6 of 7 Wood Construction Project: Adirondack Rehabilitation Medicine Item Agent No. Scope (Quallf.) 1. Fabricator Certification/ I Section 1704.2 Quality Control Procedures Prior to fabrication, verb that the fabricator maintains detailed fabrication and quality control procedures that provide a basis for inspection control and workmanship and the fabricator's ability to conform to the approved construction documents and referenced standards. Review the procedures for completeness and adequacy relative to the code requirements for the fabricator's scope of work At the completion of fabrication, the approved fabricator shall submit a certificate of compliance stating that the work was performed in accordance with the approved contract documents 2. Material Grading I Review 10%of grade stamps of dimensioned lumberfor conformance with the contract documents. 3. Connections 1 Review 75%of hanger connections, 75%of tie-downs, 100%of shear wall hold-downs, and 50%of nailing, bolting, anchoring and other fastening of components for conformance with the contract documents. 4. Framing and Details 1 Review 75%of completed framing installation prior to concealment by surface finishes for compliance with details shown on the construction drawings including all connections to the supporting structure,field cut notches and drilled holes performed by the mechanical trades. Review all bearing points and all permanent bracing required by fabricator and the architect or engineer of record 5. Diaphragms and Shearwalls 1 Inspect size, configuration, blocking and fastening(including holdowns,see Item.3)of shearwalls and diaphragms. Verb panel grade and thickness. 6. Other CASE Form 101 • Statement of Special Inspections • ©CASE 2004 • New York State 2010 Schedule of Special Inspection Services Sheet 7 of 7 Prefabricated Wood Trusses Project: Adirondack Rehabilitation Medicine Item Agent No. Scope (Qualif.) 1. Fabricator Certification/ 1 Sections 1704.2.;1704.6. Verb whether the wood truss Quality Control Procedures Fabricator participates in the "Truss Plate Institute's Quality Assurance Inspection Program Ifso,special inspections as required by Section 1704.2 shall not be required. If not,perform the following: 1 Prior to fabrication,verb that the fabricator maintains detailed fabrication and quality control procedures that provide a basis for inspection control and workmanship and the fabricator's ability to conform to the approved construction documents and referenced standards. Review the procedures for completeness and adequacy relative to the code requirements for the fabricator's scope of work. 1 At the completion offabrication, the approved fabricator shall submit a certificate of compliance stating that the work was performed in accordance with the approved contract documents. 2. Material Certification I Review 25%ofgrade stamps of dimensioned lumber for conformance with the contract documents. 3. Connections I Review 25%of truss connection plates for gauge thickness,size and location;review 25%of any nailing, bolting, anchoring and other fastening of components;review 25%of mechanical tie- down connections to prevent uplift,and review all truss component fit up and interconnections,for conformance the contract documents and Truss Plate Institute requirements in accordance with ANSYTPI I Standard and the QAP-90 Manual. 4. Fabrication I Review 50%of prefabricated trusses for general conformance with the contract documents and Truss Plate Institute requirements in accordance with ANSU TPI I Standard and the QAP-90 Manual. 5. Framing and Details I Review completed truss and supporting framing installation prior to concealment by surface finishes for compliance with details shown on the construction drawings and approved truss shop drawings including all connections to the supporting structure. Review 25%of all bearing points and all permanent bracing if required by fabricator and the architect or engineer of record 6. Other CASE Form 101 • Statement of Special Inspections • @CASE 2004 • New York State 2010 QLFIRE MARSHAL/S 0FFJ'CE Tbion of Queensbunj 742 Bay Road, Queensbury, NY 12804 " Home of Nfitural Beauty — A Good Place to Live " PLAN REVIEW Adirondack Rehab 17 Main Street F'ILE COPY CO-000 -20�16 5/23/2016 Plan review based on submittals: • Verify lock/ latch compliance • Verify Fire extinguisher locations • Verify aisles and storage • Verify function of smoke and CO detection • Verify Truss ID signage • Verify function of exit and emergency lighting fixtures Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12 804 fire marshal@queensbury.net Fire Marshal's office - Phoite,- 518-761-8206 - Fax: 518-745-4-437 fi.rei,narslial@queensbitly,iiet - .aaet RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall D 134 Dix Avenue q`), Glens Falls NY 12801 Voice 518 741 0268 Fax 518 741 0274 Email ephall@nycap.rr.com Special Inspection Report To: John O'Brien -Town of Queensbury— Code Enforcement Officer From: Ethan Hall Date: 12 December, 2016 Re: Adirondack Rehabilitation Medicine— Final CO At the above referenced project location this office has performed periodic site inspections during the construction period and during the renovation work in the existing facility. It is our opinion that the building is substantially complete and has been constructed in accordance with the design documents and is acceptable to this office. If there are any questions please contact our office. Regards, Ethan P. Hall —Architect Rucinski Hall Architecture Adirondack Rehahihtalion Medicine PapemorktFinal CO letter- 12 Dery 2016.dnc 1 C.C.- 00o3�3-Zo�� RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall r,5� 134 Dix Avenue �JL Glens Falls NY 12801 Voice 518 741 0268 Fax 518 741 0274 Email ephall@nycap.rr.com Special Inspection Report To: John O'Brien - Town of Queensbury—Code Enforcement Officer From: Ethan Hall Date: 19 December, 2016 Re: Adirondack Rehabilitation Medicine— Final Com-Check Compliance At the above referenced project location this office has reviewed the installations of the items contained in the Com-Check including the building components, mechanical and electrical components. It is our opinion that the items contained in the Com-Check have been installed and are in accordance with the design documents and are acceptable to this office. If there are any questions please contact our office. Regards, W fanP. Hall —Architect Rucinski Hall Architecture Y?Adirondack Rehabilitation Medicine\PaperworkTinal CO letter Cam-Check-19 Ute 2016.doc 1 I I NOTICE, FOAM INSULATION MUST BE I COVERED BY A 15 MINUTE ' THERMAL BP.`_"'%'"" " -ILLY mYl,i��I,W,�t�daalmuh luJ wuhoi..hlun..,m.�.uaul lam.n+IpYY.utlY�uedsiad"�il.l Jaemu,�i..�,rU D_ 2..2.....22_-..222..2.____- - a -\ GENERAL NOTES - ' 1'utcn of Queensbury c) If curb eats arc being added or changed a driveway permit is required. A building Permit will not be - - � w'',. - ;+ -.{. - #:.r,�a=*;_ �..w. an fir. e, - '�e�-:,`: -'A;r<.:a `'� '` - - N s ' 1 he 1'lannin ffice 4s� ..- izi, ,. „� '- ; .f>�, F,- - d �; C'uruntunit_v Development Office isirec(1 until the approved driveway permit has been provid(( tv t b U .�-•r , tyta _ E}k'€ nt` ,. >�: � +;k .'s y #; ': (NFCI o < r W tom. Maxx t '- _ _ q <t. ,:. ` IZMATION SHAWN UN 'THIS DRAWING IS TAKEN FROM - (� 742 Bay[toad,Queensbury,NY 12801 (1) If application was referred to engineering then Engineering sign off required prior to sif latae of -� a _,,,,, r F _ • „" p;a I rigl,g�a r' a- •__ :."'\t P y` " `` A SURVEY DRAWING PREP NOTIC Y n N , Zoning Adminisn;uvt ot`the approved plans;lfrequired,the applicant must submit a copy of the , i p n r w ABED BY VAN DUSEN & STEVES Z '' - } A `.3'p..-' 1 } - { t./.4aj � _ >Y'J.v.r*n{yap.: t..- �fi,•. df' 1tj p -y� `t_' _'"'" .1-� % fbllvwio f:tv the'IV,Vu: 11 .i i 3 -V •€..;. v 1 f\ri�t P � r E I _ t �' I:uwtt c?fQuLc nsbur Planning I3gard a. CIu- xo'cct NOI Notice of InteuE)for covers a under the current"NYSDEC'S['DES Geuerul { at ` t ` .",; �,` m� ' r a f =S rT Y b 1 J C g p r r , [ 1. "af.V,, k,fj o: s"^t' 1_ u,,Y, ,,W .. ++wa.raJwa aWmJwYwmu..u.wa:WIII AW"a Q T j GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM = o A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES _ _ v LEGEND l — - - - - - - — PROPERTY LINE 0 ADDED INFORMATION 21 APR 2016 Q ---- PROPERTY LINE SETBACKS = ENGINEER i ------------------ FROM TOWN ---- COMMENTS--------- ----�= N ----------330---------- EXISTING CONTOURS No. DESCRIPTION DATE 3 ;. , .. REVISIONS 330 NEW CONTOURS = - :a<'' --gym dki,ea ieuJk,do.w.u:.,;u:11 1 111 11 ry rn _E —E —E —E — UNDERGROUND ELECTRIC SERVICE ,; wIJJJIWa,:,,, JY�,.YJ.„,yJ, �:a.J,:yYJmillew,oi,:a:"� L SS —ss ss —ss SANITARY SEWER = w N >_ a o _w —w a w WATER SERVICE ILA Z 2 E: Q = II E/F EDGE OF PAVEMENT 0 " - W 0 . az _ cn —cels GAS—GAS—GAS-- UNDERGROUND GAS SERVICE = I°- �w N 5� = � < : SITE DATA e < ¢ LL � F Q e 0 PROPERTY ZONING CLASSIFICATION: MS (MAIN STREET) -.� E w o 2 MINIMUM LOT SIZE: 15,000 SF PER 2,000 SF OF FLOOR AREA N o = 1 v oa. oo a MINIMUM LUT WIDTH: 50 FEET L ° z.F= 'Y' 1 TAX MAP NUMBER: 309,11-2-9, 309.11-2-10 & 309.11-2-11 = N N o o 00U FEW PRoPO$,E2 = C/) o 1 / �- 1 FRONT BLDG. LINE 4'-2” 4'-2" = z ¢ o Z = a fit SHORELINE 50'-Om NA NA a- x Q t = 3 SIDE 0 TO 20'-0" 4'-3" 4'-3" - U c� _ - Q REAR 10 _0„ ` 75*-7» 114'-7"' oc �c o E a MAXIMUM BUILDING HEIGHT 50'-0" 16 -0 22 -0 a w ,-c7 >L,w 41.83% 22.66%MINIMUM PERCENT PERMEABLE 10% "'11 1, ::1:I:w��� I�:�: .::.... — i��i�l���:alvei �1 i.:i I�Y��,��•ui ulYm,u iu iii i Lands n/f of \ s--- � PROPOSED LOT SIZE: �:,: E - e NOTED AND IN ACCORDANCE _-- / x, „ �/ ACTUAL FRONTAGE: •100 FEET = WORK IS TO BE AS SHOWN & 1 t / Dr. PatriciaP276/114vans - WITH MANUFACTURER'S PROPOSED SITE COVERS CONDITION$ = RECOMMENDATIONS, TRADE 1 = ASSOCIATION PUBLISHED Lards n/f of STONE INFILTRATION COMPONENT AREA PERCENTAGE RECOMMENDATIONS AND 1 tTRENCH ALONG EDGE Michael Liddle AD AGES \ t OF NEW PAVING Sp = GENERALLY ACCEPTED LOCAL 680639 WOOD GUARD LONG EDGE OF RAIL BUIL[�NG AGGESS�$LE _� >. -� -1 J c TOTAL SITE 23,809 SF 100.0% _ CONSTRUCTION INDUSTRY + 5 m "LDINGS 5,488 SF 23.05% = PRACTICES. SEE DETAIL ON DRAWIPd`G C=3 -' J _ --/i='� r °�' PAVING & WALKS 12,925 SF 54.29% SHADED AREA - 1 � GREEN.SPACE 5,396 SF 22.66% 3.8,013.87 SF PARCEL '81`95= _ '�//; ,/,/ ,0 If .r d TO BE CONVEYEDFROM 01 = _-- TAX PARCEL 309.11- 2-9 "� z © �. I t— >c. t h /� �\ / o PARTING CALCULATIONS ... ..... ,` TO TAX PARCEL 309.11-2-1i1 h`o 4 u' u� PARKING IS CALCULATED FOR A SMALL OFFICE FACILITY BASED ON ~J GES , / • 'I'.;' /�, (, fu ;/i - _ n\ �f Q Q 1 SPACE FOR EVERY 300 GROSS SQUARE FOOT OF BUILDING. TOTAL a 1 \ BUILDING SQUARE FOOT = 7,858 GSF THEREFORE 26 SPACES ARE REQUIRED. iIfy 29 SPACES ARE PROVIDED, INCLUDING 5 ACCESSIBLE SPACES DUE TO THE t c G '.NATURE OF THE FACILITY ADDITIONAL .ACCESSIBLE SPACES ARE PROVIDED ' ,/` _ ` _ _ -. BEYONDREQUIRED BY CODE WHICH ACCOUNTS FOR THE ADDITIONAL 176.71_ . WHAT IS ' - _:.- -- -' r i l �, \ p Ph SPACES THAT ARE PROVIDED BEYOND ,WH IS REQUIRED BY CODE. I::•:. -S'63' S 3 16' _E _ _ � -• .... . .. ..... ... . ' .__ �' ; r � 1 t Z Q} kJO -'__---- - - �.-,.. .. . . .. . . .. . .'. .'.-. i. . ..' -. . .. a t � v��l- �f !' I t / !i � rr t �� • "'_' l \ -" \ .1 Ao . . ... . . .. . . .. + \ ' / REMOVE E ISTING PAVING _ �- - t Yak Parcel: 309.11-2=11 / r-� '.'. . : .. . I / G STO TE CALCULATIONS R IMPERVIOUS = e .-,- , � BETWEEN FRONT OF BUILDING ,. . ..\ r 15,795.31 s ft. WALK T A R C CUL = qOp - --- - _ - ► .. . .. . . .. _ t \ \ q _- <\ b RMW NS (FO NEW PERVIO S - w, OF SIDE O IMPROVE - ''` ---`" DRYWELL L-OCAfION _ \. . .. , t i PERMEABILkTYIMPERVIOUS = N 0.36 acres I 1 r '''' � � _ / ` 1 t r \ /' `' v \ p CALCUL ARE PROVIDED FOR RVI R - . . ..: LOW _.--T"(P(CAL SEE DETAIL ON ... . . . . .......� ....-.:.. ... ... .. . . .r.'.-. .':•:•:�':•:':•.'.':-. .. . = - I _ ,�C•.'.'. . . . - . �. . -•. /. . . .. .. . . ... . .. .. .. . . .. AS FOLLOWS; CALCULATIONS R NEW (MPS OUS A EAS t DRAWING C-4 _ _ - \ NEW BUILDING AREA - 2,031 GSF NEW PAVEMENT AREA 7,194 GSF t 9• + 1 1 t�- �3 FI TOTAL NEW IMPERVIOUS AREA - 9,225 GSF CALCULATED AT 1.5 GAL SF - _ ..-.:. -.: . :.: 1 ' FOR RM WATER 1 GAL OF STORM CITY TOF BE DE _ - ' .. .:: : .. � TER- .CAPa PRfl�I E7. _ __�-' � �����• • - , t / 1 t ��. s. \ p-QS at � Q} � R TOTAL, Ft';= 3,838 WA NEW ( ROPER-T't' i...- .-.-... . ':'.•.� - -.-.���. .. . ...._...- .. .tt.•. . . .. :�-.•! k1; t r 1 1 ! `•_ ' -_ � PR _ of \ -� LINE VIA BOUNDAR �} `•-----.-.'--. r 5 ORM W _ / .t . -- - 3 ..� ` ' ST WATER CAPACITY PROVIDED BY THE 3 NEW DRYWELLS EQUALS 9 023 G �+ LINE ADJUSTMENT � - .: . _ '. .. : . . .'.- = �--:': -:. -.-.-.-.'.. . .' . . �`:;•'•-�a--.�r�':'�a`�\ `�•' �i t t'ai; \ -_ `�\ F�' t \ - s� - PLUS THE VOLUME OF THE STONE SURROUNDING THE 'DRYWELL EQUALS 5,725 - + GALLONS OF CAPACITY WHICH YIELDS A TOTAL VOLUME OF 14,748 GALLONS _ STONE INFILTRATION _ �\\_`. ..:' . •! .,.: \ t /�/ . >- - W r\\ 1 , # a�\__I ,. , ! WHICH `IS ADEQUATE 'FOR ALL TRENCH ALONG EDG - ;t\ .;:�!:., \ ` t \,5; ;�Y., -� r r w= Q A OF THE NEW IMPERVIOUS SURFACES. IN ADDITION ) �j _ E OF NEW PAVING: �"`-=�. "'-- k \ •'`�`�=;- � ��- "' - j` � TNEREIMLL BE A NEW SAVE TRENCH- PROVIDES? AT THE DRIP LINE'OF THE NEW � _ , � --` - t•. -• - . / • • - - •• '1- - •• • •--'' - \ - • .�.-�- �, + ' �-� � A 4 � -`__ _ .. t � `` � � BUILDING ADDITION TO PROVIDE AN ADDITIONAL 3$9 GALLON CAPACITY�FOR THE � _ t U •.�. . .\� _ ,7;C/'�14��r -_-_ � .. , C. Y -� -� Q P'I ----� ROOF ,jVOLUME PRIOR TO ROOF RUNOFF REACHING THE DRYWELLS. ALSO A NEW + ` t f t;' NES FILTER STRIP A CAPACITY OF 3 986 GALLONS WILL BE PROVIDED N) �/ ♦ ♦ ! / 1 , . .try .. .1 . . . . T�•�\I F ���i`/1 � Fs� _ - rf /,Y STO ' _ -� � REVISC Tax Parcel: ; 09.1 I-2-9 , .'. z.'. . ... . .. Jar` \\ ,/ + t 43 � Lands n f of \ ( T + = /�. . t x r THE WEST AND NORTH EDGE OF THE NEW PAVING TO ACCOUNT FOR ,.., I,• `\ / / i r -. .. ..� .. . __i p.'.'. �.'.'.'.'_'.--'.. �r. .,_. •i�':-v, �� tt 1 , %,t i 96 ALONG; 4 � 23,445.45 s P . �/ _� '-I Dorothy Kloss / t_'--- - , =-Tf' .. tt.'.~ \ �_, ® /�1u'/'4, �/ /-` / t 157 9 e _ ! SHEETIFLOW FROM,THE REMAINING NEW PAVEMENT NOT BEING CAPTURED BY THE /.W �.._i � • ' :. \ I r -• i 'I. ........ ... . . . . '., .-.-•- .-.. . .1. . . ...-. . .y'.'•. .. 1. . �=,t��a�•��'; ,.\� ., ��.,�' F,�;�y" ;' .�'/ -'`'E c,Urf�G - = ---- 693/107 0.5 �8 ages , , / I, . . . .. . , . - ';�`;•r,,r,< ' i r ,-�: 16 - °+t CATCH BASIN- & DRYW€LL SYSTEM. NO CAPACITY HAS, BEEN, ACCOUNTED FOR ♦ 1 t !.!. -- �. ,..-. ••• \ `N 's t \' \\ <\ ___ , / �� Possible s y- IN THE NEW CATCH BASINS OR THE INFILTRATION OF THE EQUALIZATION PIPES _ \.. .... . .\ . .. . . ,.1' ^�\\ /�mf� %F- 1 Sump Pit P P I" ` V Q = (�I _ / \ E UALIZATION/PIPE \ �5 ;•\• `\;:, �, _ - - BETWEEN THE NEW DRYWELLS. THE EXISTING SOILS ARE DEEP. SANDS WHICH FROM Cd ��- `.� " � .�-.-. :.'. - •'.--.: • -•-;. ..t-..'.. ...-.� . . DUGEXISTINGPONDING OCCURS,, FORAYED .� / '.'. Y DURING STORM EVENTS CURRENTLY. EXISTING ROOF AND.PARKING AREAS ARE WIPE TCS jBk; 8 PES t. . .. :: .-:':':' '.. ' . . . . . a' t t t r--, \ ASTIC IPII�€'SET -IN BED OF r HANDLED BY -THE• EXISTING DRYWELL. SYSTEM- AT'THE SOUTH. EAST CORNER, OF ' f~ 1--�� + ��/ \♦' t` 1 `\ 'LUSHEd STONE. /' //j = ifJ~ ` , t� ' r FF= �Q ` r THE PROPERTY'AND THIS' SYSTEM APPEARS. TO BE FUNCTIONING ADEQUATELY t t I t �R / . . . .... �� �-. t Story r / , _ 4_j Of�'E UALIOhTIPIPE TO \ 1�e DURING CURRENT STORM EVENTS. •�-+ \\ + BE fit"f BELOW TOP OF /'; NEW PAVING T01 t wood Fro J / ISTING t dltian - CATCH BASIN LID TYP.! CONNECT TO E� GRAVEL PARKING ON a P 5. t ADJACENT PARCEL 13 NE W--Pff PERTY /`�` Tax Par el: 309.11-2-10 �' " - - E � =_ CATCH SIN LOCATION \ t 'L N„t 14 61 8.85 s ft. / 0 \ \ �(NE VIA BOUNDARY ♦' t acres i ,/ w � � 1 �I ���Y:�:::,a:�.,�I,Y�I Ia:,�:��I:a:,:���Y::a:,��w�aa:a�,:d:,:,Yai.Yi,Y:wa,e4k:AW,w,a::l:laww,w� o i i \ INE ADJUSTMENT `'t r 3 Ot 34 a TYP I CA . SEE DETAIL ON t Story oroe + I \ 1 1 1 1 1 DRAW G C-4 W°o� Fr 1 iYrr ter. \. N r _j `• ` \ • \ +, t Surface t _ \ Gravel �;%,'��%"" 9? t��.'a�. ' a � rfrr •,.`��rrr�i��trJ f t5lfi- Derv- I '� 5 i �\ I i $7 60,_ f o E3 s �.. i �� j����% 40p - — - - + 55 5 0 .� _ � gay'y�y �' '4 � �rr'' rr/fr rr�rfrrr�rr,rr rrrr,%5rrririir� 1Q41 I \ f \ ( /'Street - 7 E 70.57r/e/f//moi F/ Al I. e n /r' S tr 41 e t (A � , - ..;��1,:.x*"a'' - is ii i.,,. /1�✓fes r. f..�;lifziiro ' / \) ,' /' /' / - _ .. a,ai aini Ytl,lv;d_aduw.u: u,yola,•I i V:..'wil wla:d ttwa',nW,iNumtlluwi.a, wlnu','n.'t,iw' 4 ! ` ~ \ CAD FILE NAME ACRD\ADIR. REHA®\c-1 SCALE 111 20P-011 Lands J-T%f Of `\ ! t Daniel & Jennifer Hu - - - - r 124/54 _ = DRAWN BY Lands n/f of r%'' 'DRAWING TITLE Roy & Cathy Mitchel! J 1225/153 t SI TE J = LAYOUT & I a GRADING i = DRAINAGE PLAN DRAWING No. 2 srJ t Y 14 ION,la61-11l i„r uaii iIk1. 11"I.uttluaiiuild,indehdLeWiWaiwiuiYUW uu"Wt'd= V r cy %p�;�' - - EL f _ <. FULL CUT OFF LUMINAIRE LED LIGHT FIXTURES - KADRD LED 20C = n; "T YT`,oi. HIGH OUTPUT LED LIGHT FIXTURE No.l DESCRIPTION I DATE EVERGREEN TREE DECIDUOUS TREE = a o ,,. PRUNE BACK 1/4 ON SITE; PLANTING SCHEDULE 15'-Q" - 4” SQUARE ALUMNVM PQtE EFAX s� REVISIONS ' GROUND LINE TO BE _ w tiiy..�mi_iyii i,piiawme n�,ni;il,_�y�ei�i�ioihiiF mu,-;Dieu.i!,u.Liup'°:''Y_iiaiynmi Jigp_.6^Anilxipi.- THE SAME AS EXISTED SPRAY WITH ANTIDESSICANT rn1714 r AT NURSERY ACCORDING TO MANUFACTURERS ABBREV. PLANT TYPE QUANTITY COLOR TO MATCH LUMINAIRE to " i, .......Lr LLnl i�������li mi�,IVi,i!,meWm�IW��ui�da wnu mi i.�lv ae J.:'lour w,'m°'. Lf) INSTRUCTIONS. _ c° MV FLOWERING CRABAPPLE (MALUS VAN ESELTINE) 2 HANDHOLE BOLT BASE COVER Q = ' BACKFILL WITH TOPSOIL IF FOLIAGE IS & PEAT MOSS 3:1 BY TC LITTLE LEAF LINDEN (TILIA CORDATA) 2 = _ =` VOLUME IN 9" LAYERS PRESENT, DOUBLE STAND OF 0 JIJJJJ 4 ANCHOR - / 10 GA. GALV. WIRE TWISTED asr :. WATER EACH LAYER __-- FOR SUPPORT PA NORWAY SPRUCE (PICEA ABIES) 1 BOLTS W/LEVEtING NUTS AS �-- S T- W UNTIL SETTLED ))� ) 1" CHAMFER SUPPLIED BY LIGHTING MANUFACTURER - U z % -2-1/2"' - 10' LONG CEDAR STAKE V'11TH NOTCHED PC ANDORRA JUNIPER (PLUM0SA COMPACTA) 10 � CONCRETE FOUNDATION (FORMED ABOVE GRADE) _ W � R w r' J J�J END (T EXPOSED) 2 PER _. _-.-�: • --, .. - _ . 1-.-11.-T1,.-7,1,1__1,,_..-..w.,,.-v.,-, "-,-..-11.11,_,1.1.1,,.,1:._ __�___.::,,. -_.., Aa • .. SM S ._ a' = i I I I i SMOOTH FINISH CHAMFER ALL CORNER ~ ILII = 40 ( zUp TREE DL DAY LILLY - I I I I I = (� FINISH GRADE ., RUBBER HOSE `������1,� BACK CH COMMON HOSTA 40 ;r�\� I I I I ��\\/\\/\\/\'\�r�\�/�\\/\\/�\\/�\ /\\/�: p� �� FOLD BURLAP B / I I I I /////////// ////fj/ / �j, o FRICTION �?\ I I I I I �\j\\\ \.\ \ \ \• \\��/\�\� Z o ' FROM TOP OF BALL Y\ ` \�\�\�r'� \ \�`�r\�.\f <C < lst?A _ GUARDS _ _ //ter t-4-F- F-I ./ /( /i /r�/ifi /i./ /i /f /i /� /i /i Boz TURNBUCKLE 3 GUYS OF 10 GA.- " I I I I I y,��\,� = J o _ %�� V I I I /j`�" E[aEC CONDUIT (GALV STEEL) J s o w TVNSTED WIRE 45? 3 MULCH y� r L_�J �� //_9Q BEND 24" RADIUS "' © o 000 = M '� c 0 120' APART 4" SOIL SAUCER--.,` , c, ��� I I �r\\f� _ '� oo �� Q z i .f r r /4r/ - N N N o o ~ w ^' AROUND TREE " " " Ntt %/U �____� X\ 87 RODS VERT., SPACE EQUALLY = _ o 000 a w $`S 2X4 X3-0 I I '' _ � _STAKE DRIVEN "�: — % I I��\%/` .. ,. _ © o z FLUSH V'�fT}I I - / L__- % / 4 HOOPS 12 oc, 12 OVERLAP' _ (7�} U > N L a o -T— ttt—tltlil `--t1f- t i�iti \f - L QZ Co 00 h � a 7Z � FINISHED GRADE v� F - �t x I° _ - ,ra...; -Ir. ._I I I � —I - •.�i�l ` .--fes ~'' o t f�\\ l l f/\\� r s. t- Q O j J-- F �t 2'-0" DIA. ROUND BASE EARTH FORMED t� " \ o 6 MIN. 1_ _ — =1 = 6" MIN, -t t— t //�\//�y�yy,/�j.y//\/% 4000 P.S.I. CONCRETE [� uj r� o - E -1111... ,•. •.T.—. - > _ T•- _ w r tL w 711 _i I.-III=1 I I-1 I I-1 I I-I 1- ., t yt u /- 12" MIN111=11{- 111=III=1H ,EQUALS -MICE,, t j �t { BALL DIAMETER \ ands n f of -M LIGHT POLE DETAIL EQUALS INCE BALL i ;`.. t L / �' M` --- - NOT TO SCALE - -; - WORK IS TO BE AS SHOWN & :. DIAMETER r- e'"I� •;;r=17;7:7 ' -r"` Dr: PatriciaP 1276/114vans x t M u NOTES �, >= = NOTED AND IN ACCORDANCE WITH MANUFACTURER'S Yw:rt PLANTING DETAIL: TREES AND SHRUBS ,. SEE PLANS FOR POLE LOCATION. _ RECOMMENDATIONS, TRADE EXISTING POLE MOUNTED _- , - c 2. CONCRETE TO BE SMOOTH RUBBED FINISHED. - ASSOCIATION PUBLISHED _. NO SCALE LIGHT FIXTURE t 3. COORDINATE INSTALLATION WITH OTHERS TO RECOMMENDATIONS AND ASSURE A COMPLETE PACKAGE WITH CORRECT LOCATION - GENERALLY ACCEPTED LOCAL c WOOD GUARD RAIL _. OF ANCHOR BOl AND ELECTRICAL CONDUIT. _ CONSTRUCTION INDUSTRY -_ ALONG EDGE OF BUIL NG EXISTING POLE MOUfJTED -- - = PRACTICES. LIGHT FIXTURE ----- _ SEE DETAIL ON -3 -- y --_ - = - -- -- ------ --- DRAWI G C G -- � tt - ` Lands n/f of A5 u - --,.- 5:u":k'',''';. .0 I ? Liddle 16 ` t 1 - "-mwmhd',Iwfa'IimWoi mmn,en,t.d'u,,nYle,es.we,IWm,miwylamLLl,atusuW„W<„Jlun.woli,am,tW.,.WWa,a:,' MI t a 1 POLE MOUNTED 6BUi39 LIGHT FIXTURE t S,� �\ _ = tt► 10 DL . w, . - _ 'i, ' .//�`- - l.l, l6JbtL, LI.uW.,4mnl .I.Jwa,,lw Lw,Ww..'',SW,'Lwum - 103 CH 1 - _:,`,.. /.• �\_ ,�=-"' _ _ ,' ,,i`d•..�t �;:fel:, ' -=�_;.-=:=.r`. ________ _ __-: -t E1;. _ _ :1111.' 7,' — ---- 3 1 - Ai It 6.7 _ "1 _ 53 16 w.ESur - sp PC7. _ 3' -s_177:1. 1 1 1 t i F I - - -_ e •. s d" -��_-- __ ---%-- "Tax--Parcel: 309;;T1 1'-- _ ,, i' •� � REMOVE E�CISTING PAVING r - _ PA -- _ 'a BETWEEN FRONT OF BUILDING r 7. 5.,31 '•s' '� .ft. - - a _ 00 t�'' `t� _ t - --'- -- q, ,' - - "` ',._- o u OF SIDEWA4K TO IMPROVE _ N i" 0.36 'acf es' `. _ , 1 1 mvf+ o PERMEABILI - != Q -1 ter t� I It 7 ------------t -� - - M r�"I WALL MOUNT ;', = 55.76 ' CU = C.a DIL LIGHT FIXTURE'i ` nSEO �3 (TO) CH _ +3 N ( ) P PC PC 4I (REVISED) Tax Parcel: 309.11-2=9 %' __ T?" ',/,� F= '" -� _ 'A.L 1-r ator t N >r // / / /,�, �` i � Gene 1 23 445.45 sr. ft. �`)/ h � � - '- 0.538 acres Lands n/f of t � � , - _ / I - 1 _ DorothyKloss POLE NOUN IED WALL ,M., VNTED, :ir 5 96 - w I LIGHT FIXTURES LIGHT FIXTURE E 1 Surfaoe t> 693/107 t i:`✓z ;. _ �, Et. •' _ .! - Possible A5[)ha Sump Pit00 aj ,l 30 10) DIL #1 Ilk cr) t, % i!�F �--�~ - ` (10) Story old pd 06 P4 13 � Ta Parcel: 309.11-2-10 = 14,6 8.85 sq. ft. C . 034 acres ' t o 2 Story i -P,\ a 'NooFrame „ d yi Ul Cn 1 j a �1V1CS rt -J ririiiiii. 01 It Q• � peck _ fL � 4 F �'. �, ..^ �t'�, �'� � f. 5' 15 __�___ o ,� 236 - ----_ - - I t 9 ,..,.. - o F- , o I 40 O9. 55 N I o � N 02. 05 44 E 70.57' Allen + r P i 4 4 4/ t '+? y� � 1iiu 4 nY,Lll nJpJWdL ,WIdL WbLL,.Wwll WL6 d. w L et �4 Y���313�� Yx:'•r'"' ;a,iWWJ,'WIYLIS L4W' W �...,,,..,...: JS/ yWyWIIW YkJ,Wwi l , CAD FILE NAME ACAD\ADIR. REHA8\0-1 SCALE " , Lands n/f of 1 = 2Q -0 (r. - Daniel & Jennifer Hun I 1274/54 1 DRAWN BY Lands n/f of R© & Cath Mitchell Y y DRAWING TITLE 1225/153 SI TE I = LIGHTING & LANDSCAPING y 4 DRAWING No. c `31sT iit-` � �i.lLw.eid'i,Jw',aA.uuJIla,eW d.iJul/J',nIJ0...ahJee,e4.aLrvli;d„maBN,.LLn..rtvna,MYri.miaJlh' ,