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CC-000285-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518) 761-8256 CERTIFICATE OF OCCUPA1CY Permit Number: CC-000285-2017 Date Issued: Monday, September 24, 2018 This is to certify that work requested to be done as shown by Permit Number CC-000285-2017 has been completed, Tax Map Number: 309.17-1-17.2 Location: 27 SILVER CIR Owner: Gross Electric Applicant: Gross Electric This structure may be occupied as a: Commercial Addition 2904 s.£ Cross Ref, Site Plan PZ-140-2016 and Area Variance PZ-138-2016 approvals. By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the j 4 , property owner of the responsibility for compliance with Site Plan, 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. 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-000285-2017 Tax Map No: 309.17-1-17.2 REVISED Permission is hereby granted to: Gross Electric For property located at: 27 SILVER CIR 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 Owner Name: Joseph Gross Business Office-Addition $350,000.00 Owner Address: 27 Silver CIR Total Value $350,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Gross Electric 27 SILVER CIR Queensbury,NY 12804 Plans&Specifications Commercial Addition 2904 s.f. Cross Ref.Site Plan PZ-140-2016 and Area Variance PZ-138-2016 approvals. $579.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 29,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queens ore;Pa�date.)Dated at the Town o ueens The 29,2017 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement f } Office Use Only AID Permit#: CL - 261b- 7Q1T PRINCIPLE STRUCTURE PERMIT APPLICATION Permit Fee: Town ofOycensbun *ReC Fee: $ N ft- 742 Bay Road,Queensbury,NY 12804 7Q P:518-761-8256 www.queensbury.net Invoice#: I�� 0 226 2— Project Location: 27 'StWW- CAA-fit Tax Map ID #: , 17 — j — ��. Z Subdivision Name: VA Al. *TOWN BD. RESOLUTION 86-2013: $850 recreation fee for new dwelling units: single family,duplexes/two-family, multiple family, apartments, condominiums.townhouses, and/or manufactured & modular homes, but not mobile i homes. This Is In addition to the permit fee(s). CONTACT INFORMATION: ( LVAY 17 2017 i� • Applicant: TC)VVN OFQUEENSSUl Y /� DING & CODES Name(s): 'Q &�. --�- Mailing Address, C/S/Z: QJ jai Cell Phone: ( 'EA6 )mak —C)(OD'7 Land Line: -Jq,2 Email: NQ C^ Pr �_� Q',I'»'@SektG tnG Goyn • `i'mary Owner(s): Name(s): , Mailing Address, C/S/Z: - Cell Phone: ( S0 )_ - (j�j Land Line: (�v tom) Email:- Contractor(s):maiI:-Contractor(s): Business Name: Contact Name(s): )I ,Ir-74A Mailing Address, C/S/Z: Sll�%1W= G( Cell Phone: ( ) ?;�6i —ow-7 Land Line: E m ail • Architect(s)/Engineer(s): Business Name: F-UC A r1`�K-1 �(,�,p 4264.� Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ) Az->-ZeM Land Line: ��) 2 L Email:- � ol_—_ �('�P-i-C-c-orv, Contact Person for Building & Code Compliance: Cell Phone: (.GI9> Land Line: () �D Email: Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 PROJECT INFORMATION: TYPE: V/ Commercial Residential Poo 11101.1 WORK CLASS: Single-Family _Two-Family _ Multi-Family (#of units ) _Townhouse Business Office _ Retail _ Hotel/Motel _ Industrial/Warehouse _Garage (# of cars ) _ Other (describe ) SQUARE FOOTAGE: 1 st floor: _2 y?7 Ind floor: 3"i floor: ew-r,,:: C, 4t" floor: Total square feet: Z�520 S� -} (3�� S , 5lo�) ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ ;J"J�► 2. Proposed use of the building: fiptJ CjF' t�xn—>TA6t t2a6lrIe� PM6jz_. 3. If Commercial or Industrial, indicate the name of the business: LC12-1L- 4. Source of Heat (circle one): Oil Propane Solar Other Fireplaces need a separate Fuel Burning Appliances &Chimney Application, one per appliance 5. Are there any structures not shown on the plot plan? YES (�D Explain: 6. Are there any easements on the property? YES 7. SITE INFORMATION: a. What is the dimensions or acreage of thearcel? b. Is this a corner lot? YES c. Will the grade be changed as a result clLthe construction? YES O d. What is the water source? PUBLIC PRIVATE WELL e. Is the parcel on SEWER or a PRIVATE SEPTIC system? ATiVAT E Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 DECLARATION: I. 1 acknowledge that no construction shall commence prior to issuance of a valid building permit and work will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or 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. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 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: SIGNATURE: DATE: �5'NIiU�ZD�J own of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 RUGMSKI. HALL ARCH ECT URE Ronald Richard Rucinski Ethan Peter Hall 134 Dix Avenue Glens Falls NY 12801 Voice 5187410268 Fax 518 741 0274 Email epha1i0_nycap.rr.com Special Inspection Report L To: John O'Brien -Town of Queensbury—Code Enforcement Officer From: Ethan Hall Date: 22 June, 2017 Iry a OF - Comm NITY DEVEL�),-14;1 Re: Gross Electric—Special Inspections At the above referenced project location this office will be performing special inspections of the project in accordance with the requirements of the New York State Building Code and the Energy Compliance Certifications. Letters of our field observations will be provided as required for each of these items. Contracts between the concrete testing agency, HVAC balancing & Blower Door Testing and the contractor will be provided by the developer. If there are any questions please contact our office. gr Regards, IV,16 �WV !4 ®R Ethan P. Hall—Architect Rucinski Hall Architecture YAGross Electric\Gross Electric-Main OfficeTaperwork\Special Inspection Letter-22 June 2017.doc COMcheck Software Version 4.0.6.0 Envelope Compliance Certificate ti Project Informationft Ts/ I cV i !- °e 1 � } N LO Energy Code: 2015 IECC 1 �d '+� s I 0 N Project Title: Office Expansion "3 1 N to Location: Glens Falls, New*o 1 �� _ g 4� � Q O Climate Zone: 6a �- =� n. 1 I 9 L Project Type: NewConstrugtion 'BU]I DIN.N`'�; ~` 3�'Iry" '�� V 4) O Vertical Glazing/Wall Area: 7% t—v ._ -;9&C"C) S U +, V N � Construction Site: Owner/Agent: Designer/Contractor: N 5 Q 27 Silver Circle Joseph Gross Ethan P. Hall ti V M Queensbury, NY 12804 Gross Electric Inc Rucinski Hall Architecture V 'U 27 Silver Circle 134 Dix Ave r' Queensbury, NY 12804 Glens Falls, NY 12801 IJ 518-792-0216 518-741-0268 jgross@grosselectricinc.com ephall@nycap.rr.com 0i0 (n E CD i O Building Area Floor Area M (D N U 1-Office : Nonresidential 2520 Additional Efficiency Package FILE COPY Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U. or R-Value R-Value U-Factor Factor.) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Office] 2520 38.0 0.0 0.027 0.021 Floor 1:Slab-On-Grade:Heated,Vertical 4 ft.,[Bldg.Use 1 -Office](c) 168 --- 15.0 0.720 0.790 NORTH Exterior Wall 1:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Office] 400 21.0 5.0 0.045 0.051 Window 1:Wood Frame:Operable,Perf.Specs.:Product ID product 27 --- — 0.290 0.430 label,SHGC 0.35,[Bldg.Use 1 -Office](b) Door 1: Insulated Metal,Swinging,[Bldg.Use 1 -Office] 21 --- --- 0.300 0.370 EAST Exterior Wall 2:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Office] 240 21.0 5.0 0.045 0.051 SOUTH Exterior Wall 3:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Office] 400 21.0 5.0 0.045 0.051 Window 2:Wood Frame:Operable,Perf.Specs.:Product ID product 27 --- --- 0.290 0.430 label,SHGC 0.35,[Bldg.Use 1 -Office](b) Door 2: Insulated Metal,Swinging,[Bldg.Use 1 -Office] 21 --- — 0.300 0.370 WEST Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Office] 640 21.0 5.0 0.045 0.051 Window 3:Wood Frame:Operable,Perf.Specs.:Product ID product 68 --- --- 0.290 0.430 label,SHGC 0.35,[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 with NFRC and requires supporting documentation. Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electtrr)c4ck1EWED FOR Page 1 of 18 ENERGY CODE COMPLIANCE (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelopebetter than code 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 2015 IECC requirements in COMcheck Ve 'on 4.0.6.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. G Ethan P. Hall-Architect z�/ Name-Title Si ure. 4=: Date A Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 2 of 18 COMcheck Software Version 4.0.6.0 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Office Expansion Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 27 Silver Circle Joseph Gross Ethan P. Hall Queensbury, NY 12804 Gross Electric Inc Rucinski Hall Architecture 27 Silver Circle 134 Dix Ave Queensbury, NY 12804 Glens Falls, NY 12801 518-792-0216 518-741-0268 jgross@grosselectricinc.com ephall@nycap.rr.com Additional Efficiency Package Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Office 2520 0.74 1860 Total Allowed Wafts= 1860 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Office LED 1:LED Linear 20W: 1 15 64 960 Total Proposed Wafts= 960 Interior Lighting better than code Interior Lighting 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 2015 IECC requirements in COMcheck Version 4.0.6,Q and omply with any applicable mandatory requirements listed in the Inspection Checklist. Ethan P. Hall-Architect �w Name-Title 5 ure Date Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 3 of 18 COMcheck Software Version 4.0.6.0 Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Office Expansion Project Type: New Construction Exterior Lighting Zone 2 (Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor: 27 Silver Circle Joseph Gross Ethan P. Hall Queensbury, NY 12804 Gross Electric Inc Rucinski Hall Architecture 27 Silver Circle 134 Dix Ave Queensbury, NY 12804 Glens Falls, NY 12801 518-792-0216 518-741-0268 jgross@grosselectricinc.com ephall@nycap.rr.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Entry canopy 2 ft2 0.25 Yes 0 Total Tradable Watts(a)= 0 Total Allowed Watts= 0 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/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Entry canopy(2 ft2):Tradable Wattage LED 1:LED Other Fixture Unit 28W: 1 2 36 72 Total Tradable Proposed Watts= 72 Exterior • • . better than code Exterior Lighting Compliance Statement Compliance Statement. The proposed exterior lighting 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 2015 IECC requirements in COMcheck Ver ' n 4.0.6.0 nd t o pl with any applicable mandatory requirements listed in the Inspection Checklist. A4 Ethan P. Hall-Architect Name-Title Si ure Date Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 4 of 18 COMcheck Software Version 4.0.6.0 Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Office Expansion Location: Glens Falls, New York Climate Zone: 6a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 27 Silver Circle Joseph Gross Ethan P. Hall Queensbury, NY 12804 Gross Electric Inc Rucinski Hall Architecture 27 Silver Circle 134 Dix Ave Queensbury, NY 12804 Glens Falls, NY 12801 518-792-0216 518-741-0268 jgross@grosselectricinc.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 1 (Single Zone): Cooling: 1 each-Field-Assembled DX System,Capacity=74 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,Single-Zone VAV, 120 CFM,0.5 motor nameplate hp,91.0 fan efficiency 1 Plant 1: Heating:Hot Water Boiler,Capacity 64 kBtu/h,Gas,with Waterloop Heat Pump No minimum efficiency requirement applies 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 application.The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck on 4.0.6 aandtmply with any applicable mandatory requirements listed in the Inspection Checklist. Ethan P. Hall-Architect A Name-Title Skjrf5ture Date Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 5 of 18 COMcheck Software Version 4.0.6.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% 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. Section # Plan Review Complies? Comments/Assumptions & Re .ID C103.2 Plans and/or specifications provide all ❑Complies Requirement will be met. [PR1]1 information with which compliance ❑Does Not can be determined for the building ❑Not Observable Location on plans/spec: A-1 envelope and document where exceptions to the standard are []Not Applicable claimed. C103.2 Plans, specifications,and/or ❑Complies Requirement will be met. [PR2]1 calculations provide all information []Does Not with which compliance can be ❑Not Observable Location on plans/spec:A-1 determined for the mechanical systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR4]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable Location on plans/spec:A-1 determined for the interior lighting and electrical systems and equipment ❑Not 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. C103.2 Plans specifications, and/or ❑Complies Requirement will be met. [PR8]1 calculations provide all information ❑Does Not with which compliance can beLocation on plans/spec: A-1 determined for the exterior lighting ❑Not Observable and electrical systems and equipment []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. C402.4.1 The vertical fenestration area <= 30 ❑Complies Requirement will be met. [PR10]1 percent of the gross above-grade wall ❑Does Not area. ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C402.4.1 The skylight area <= 3 percent of the ❑Complies Requirement will be met. [PR11]1 gross roof area. ❑Does Not ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 6 of 18 Section # Plan Review Complies? Comments/Assumptions C406 Plans, specifications, and/or ❑Complies Requirement will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be determined for the additional energy ❑Not Observable efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 1(High Impact(Tier 1) 12 Medium Impact(Tier 2t__L 3 1Low Impact(Tier 3) Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 7 of 18 • Section # Footing/Foundation Inspection Complies? Comments/Assumptions & Re .ID C303.2 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 C303.2.1 Exterior insulation protected against ❑Complies Requirement will be met. [FO6]1 damage,sunlight, moisture,wind, ❑Does Not landscaping and equipment maintenance activities. ❑Not Observable []Not Applicable C402.2.5 Slab edge insulation R-value. ❑Complies See the Envelope Assemblies table for values. [F03]2 ❑Does Not []Not Observable ❑Not Applicable C402.2.6 Radiant heating systems panels ❑Complies Requirement will be met. [FO12]3 insulated to>=R-3.5 on face opposite ❑Does Not space being heated. ❑Not Observable See the Envelope Assemblies table for values. ❑Not Applicable C403.2.4. Snow/ice melting system sensors for ❑Complies Exception: Requirement does not apply. 5, future connection to controls. Freeze ❑Does Not C403.2.4. protection systems have automatic 6 controls installed. ❑Not Observable [F09]3 ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 J Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 8 of 18 Section # Framing/Rough-In Inspection Complies? Comments/Assumptions C303.1.3 Fenestration products rated in ❑Complies Requirement will be met. [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C303.1.3 Fenestration products are certified as ❑Complies Requirement will be met. [FR13]1 to performance labels or certificates ❑Does Not provided. ❑Not Observable Location on plans/spec:A-1 []Not Applicable C402.4.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable ❑Not Applicable C402.4.3, Vertical fenestration U-Factor. ❑Complies See the Envelope Assemblies table for values. C402.4.3. ❑Does Not 4 1 ❑Not Observable [FR8] ❑Not Applicable C402.4.4 U-factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ❑Does Not meets requirements. ❑Not Observable ❑Not Applicable C402.5.7 Vestibules are installed on all building ❑Complies Requirement will be met. [FR17]3 entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable Additional Comments/Assumptions: 1 1 1 High Impact(Tier 1) 2 I Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 9 of 18 Section # Plumbing Rough-In InspectionComplies? Comments/Assumptions & Re .ID C404.5, Heated water supply piping conforms ❑Complies Requirement will be met. C404.5.1, to pipe length and volume ❑Does Not C40435.2 requirements. Refer to section details. ❑Not Observable Location on plans/spec:A-1 [PL6] ❑Not Applicable C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. [PL6]3 ❑Not Observable ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable cycle. ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable cycle. ❑Not Applicable C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply ❑Does Not pipe back to the heated-water source ❑Not Observable through a cold-water supply pipe is a demand recirculation water system. ❑Not Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply ❑Does Not pipe back to the heated-water source through a cold-water supply pipe is a ❑Not Observable demand recirculation water system. ❑Not Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. Additional Comments/Assumptions: 11 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 10 of 18 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions C402.2.6 Thermally ineffective panel surfaces of❑Complies Exception: Requirement does not apply. [ME41]3 sensible heating panels have ❑Does Not insulation >= R-3.5. ❑Not Observable ❑Not Applicable C402.5.5, Stair and elevator shaft vents have ❑Complies Exception: Requirement does not apply. C403.2.4. motorized dampers that automatically ❑Does Not 3 close. ❑ [ME3]3 Not Observable ❑Not Applicable C402.5.5, Outdoor air and exhaust systems have ❑Complies Requirement will be met. C403.2.4. motorized dampers that automatically ❑Does Not 3 shut when not in use and meet Location on plans/spec: A-1 [ME58]3 maximum leakage rates.Check ❑Not Observable gravity dampers where allowed. ❑Not Applicable C403.2.13 Unenclosed spaces that are heated ❑Complies Exception: Requirement does not apply. [ME71]2 use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. [ME55]2 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.4. Fault detection and diagnostics ❑Complies Exception: Requirement does not apply. 7 installed with air-cooled unitary DX ❑Does Not [ME113]2 units having economizers. ❑Not Observable ❑Not Applicable C403.2.6. Demand control ventilation provided ❑Complies Exception: Systems with energy recovery. 1 for spaces >500 ft2 and >25 ❑Does Not [ME59]1 people/1000 ft2 occupant density and served by systems with air side ❑Not Observable economizer,auto modulating outside ❑Not Applicable air damper control, or design airflow >3,000 cfm. -----_.___-- —_-_- ------_- _._-- C403.2.6. Enclosed parking garage ventilation ❑Complies Exception: Requirement does not apply. 2 has automatic contaminant detection ❑Does Not [ME115]3 and capacity to stage or modulate ❑Not Observable fans to 50%or less of design capacity. ❑Not Applicable C403.2.7 Exhaust air energy recovery on ❑Complies Exception: Requirement does not apply. [ME57]1 systems meeting Table C403.2.7(1) ❑Does Not and C403.2.7(2). [-]Not Observable ❑Not Applicable C403.2.8 Kitchen exhaust systems comply with ❑Complies Exception: Requirement does not apply. [ME116]3 replacement air and conditioned ❑Does Not supply air limitations, and satisfy hood rating requirements and maximum ❑Not Observable exhaust rate criteria. ❑Not Applicable ------ -- - - - - --- --- ------ ----- _.. C403.2.9 HVAC ducts and plenums insulated. ❑Complies Exception: Requirement does not apply. [ME60]2 Where ducts or plenums are installed ❑Does Not in or under a slab,verification may ❑Not Observable need to occur during Foundation Inspection. ❑Not Applicable C403.2.9 Ducts and plenums sealed based on ❑Complies Requirement will be met. [ME10]2 static pressure and location. ❑Does Not ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable 1 (High Impact(Tier 1) 12 (Medium Impact(Tier 2) 3 (Low Impact(Tier 3) Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 11 of 18 Section # Mechanical Rough-In Inspection es?T Comments/Assumptions & Re .ID C403.2.9. Ductwork operating >3 in. water ❑Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ❑Not Observable ❑Not Applicable C403.3 Air economizers provided where ❑Complies Exception: Heat recovery systems. [ME62]1 required, meet the requirements for ❑Does Not design capacity, control signal, ❑Not Observable ventilation controls, high-limit shut-off, integrated economizer control, and ❑Not Applicable provide a means to relieve excess outside air during operation. C403.4.2. Open-or closed circuit cooling towers ❑Complies Exception: Requirement does not apply. 3.2.2 have a separate heat exchanger to ❑Does Not [ME122]3 isolate the cooling tower from the heat pump loop, and heat loss is ❑Not Observable controlled by shutting down the ❑Not Applicable circulation pump on the cooling tower loop. C403.4.2. Two-position automatic valve ❑Complies Requirement will be met. 3.3 interlocked to shut off water flow ❑Does Not [ME28]3 when hydronic heat pump with [:]Not Observable Location on plans/spec:A-1 pumping system >10 hp is off. ❑Not Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. ❑Not Observable See the Mechanical Systems list for values. ❑Not Applicable C408.2.2. Air outlets and zone terminal devices ❑Complies Requirement will be met. 1 have means for air balancing. ❑Does Not [ME53]3 ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 j Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 12 of 18 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Re .ID C405.2.1 Lighting controls installed to uniformly ❑Complies Requirement will be met. [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable Location on plans/spec: A-1 ❑Not Applicable _ C405.2.1 Occupancy sensors installed in ❑Complies Requirement will be met. [EL18]1 required spaces. ❑Does Not ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C405.2.1, Independent lighting controls installed ❑Complies Requirement will be met. C405.2.2. per approved lighting plans and all ❑Does Not 3 manual controls readily accessible and Location on plans/spec:A-1 [EL23]2 visible to occupants. ❑Not Observable ❑Not Applicable C405.2.2. Automatic controls to shut off all ❑Complies 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 C405.2.3 Daylight zones provided with ❑Complies Requirement will be met. [EL16]2 individual controls that control the ❑Does Not lights independent of general area ❑Not Observable Location on plans/spec:A-1 lighting. ❑Not Applicable C405.2.3, Primary sidelighted areas are ❑Complies Exception: Requirement does not apply. C405.2.3. equipped with required lighting ❑Does Not 1, controls. ❑ C405.2.3. Not Observable 2 ❑Not Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area ❑Complies Exception: Requirement does not apply. C405.2.3. under skylights and rooftop monitors ❑Does Not 1, are equipped with required lighting C405.2.3. controls. [--]Not Observable 3 ❑Not Applicable [EL21]1 C405.2.4 Separate lighting control devices for ❑Complies Requirement will be met. [EL4]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C405.2.4 Additional interior lighting power ❑Complies Requirement will be met. [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable Location on plans/spec:A-1 automatically controlled and separated from general lighting. ❑Not Applicable C405.2.5 Automatic lighting controls for exterior ❑Complies Requirement will be met. [EL25]no0 lighting installed. Controls will be ❑Does Not daylight controlled, set based on Location on plans/spec:A-1 business operation time-of-day,or ❑Not Observable reduce connected lighting > 30%. ❑Not Applicable C405.3 Exit signs do not exceed 5 watts per ❑Complies Requirement will be met. [EL6]1 face. ❑Does Not ❑Not Observable Location on plans/spec: A-1 ❑Not Applicable Additional Comments/Assumptions: 11High Impact(Tier 1) r2 Medium Impact(Tier 2) ( 3 ILow Impact(Tier 3) Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 13 of 18 1 J High Impact(Tier 1) J 2 1 Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 14 of 18 Section # Insulation Inspection Complies? Comments/Assumptions & Re .ID _ C303.1 Roof insulation installed per ❑Complies Requirement will be met. [IN3]1 manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed ❑Not Observable Location on plans/spec: A-1 only where the roof slope is<=3 in 12. ❑Not Applicable C303.1 Building envelope insulation is labeled ❑Complies Requirement will be met. [IN10]2 with R-value or insulation certificate ❑Does Not providing R-value and other relevant ❑ data. Not Observable []Not Applicable C303.2 Above-grade wall insulation installed ❑Complies Requirement will be met. [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C303.2.1 Exterior insulation is protected from ❑Complies Exception: Requirement does not apply. [IN14]2 damage with a protective material. ❑Does Not Verification for exposed foundation insulation may need to occur during []Not Observable Foundation Inspection. ❑Not Applicable C402.2.1 Insulation intended to meet the roof ❑Complies Requirement will be met. [IN17]3 insulation requirements cannot be ❑Does Not installed on top of a suspended Location on plans/spec:A-1 ceiling. Mark this requirement ❑Not Observable compliant if insulation is installed ❑Not Applicable accordingly. C402.2.3 Above-grade wall insulation R-value. ❑Complies See the Envelope Assemblies table for values. [IN6]1 ❑Does Not [-]Not Observable []Not Applicable C402.2.5 Floor insulation R-value. ❑Complies See the Envelope Assemblies table for values. [IN8]2 ❑Does Not ❑Not Observable ❑Not Applicable C402.2.6 Radiant panels and associated ❑Complies Exception: Heated slab-on-grade. [IN18]3 components, designed for heat ❑Does Not transfer from the panel surfaces to the ❑Not Observable Location on plans/spec:A-1 occupants or indoor space are insulated with a minimum of R-3.5. ❑Not Applicable C402.4.2. Roof R-value. For some ceiling [ Complies See the Envelope Assemblies table for values. 2 systems,verification may need to ❑Does Not [IN2]1 occur during Framing Inspection. ❑Not Observable ❑Not Applicable C402.5.1. All sources of air leakage in the ❑Complies Requirement will be met. 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, gasketed, weather stripped ❑Not Observable Location on plans/spec: A-1 or wrapped with moisture vapor- permeable wrapping material to ❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 11 High Impact(Tier 1) j 2 Medium Impact(Tier 2) ( 3 J Low Impact(Tier 3) Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 15 of 18 Section # Final Inspection Complies? Comments/Assumptions & Re .ID C303.3, Furnished O&M instructions for ❑Complies Requirement will be met. C408.2.5. systems and equipment to the []Does Not 2 building owner or designated [FI17]3 representative. ❑Not Observable ❑Not Applicable C303.3, Furnished O&M manuals for HVAC ❑Complies Requirement will be met. C408.2.5. systems within 90 days of system ❑Does Not 3 3 acceptance. [--]Not Observable [FIB] ❑Not Applicable C402.5 Building envelope contains a ❑Complies Requirement will be met. [FI5511 continuous air barrier that has been ❑Does Not tested and deemed to limit air leakage ❑Not Observable Location on plans/spec:A-1 <= 0.40 cfm/ft2. ❑Not Applicable C402.5.6 Weatherseals installed on all loading ❑Complies Exception: Requirement does not apply. [F[37]1 dock cargo doors. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.2 HVAC systems and equipment ❑Complies Requirement will be met. [FI27]3 capacity does not exceed calculated ❑Does Not loads. ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [F147]3 Minimum one humidity control device ❑Not Observable Location on plans/spec:A-1 per installed ❑Not Applicable humidification/dehumidification PP system. C403.2.4. Thermostatic controls have a 5 °F ❑Complies Requirement will be met. 1.2 deadband. ❑Does Not [F138]3 ❑Not Observable Location on plans/spec: A-1 ❑Not Applicable C403.2.4. Temperature controls have setpoint ❑Complies Requirement will be met. 1.3 overlap restrictions. [-]Does Not [F120]3 ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C403.2.4. Each zone equipped with setback ❑Complies Requirement will be met. 2 controls using automatic time clock or ❑Does Not [F139]3 programmable control system. ❑Not Observable Location on plans/spec: A-1 ❑Not Applicable C403.2.4. Automatic Controls: Setback to 55°F ❑Complies Requirement will be met. 2.1, (heat)and 85°F (cool); 7-day clock, 2- []Does Not C403.2.4. hour occupant override, 10-hour ❑Not Observable Location on plans/spec:A-1 2.2 [F140]3 backup ❑Not Applicable C403.2.4. Systems include optimum start ❑Complies Exception: Requirement does not apply. 2.3 controls. ❑Does Not [F[41]3 ❑Not Observable ❑Not Applicable ---- ---- ----- - — ---- ------- ------ - ---- --- - _ C405.4.1 Interior installed lamp and fixture ❑Complies See the Interior lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting plans,demonstrating proposed watts ❑Not Observable are less than or equal to allowed ❑Not Applicable watts. 11 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 16 of 18 Section _T # Final Inspection Complies? Comments/Assumptions & Re .ID C405.5.1 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved ❑Does Not lighting plans,demonstrating proposed watts are less than or equal ❑Not Observable to allowed watts. ❑Not Applicable C408.2.1 Commissioning plan developed by ❑Complies Requirement will be met. [FI28]1 registered design professional or ❑Does Not approved agency. ❑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 [F131]1 ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C408.2.3. HVAC control systems have been ❑Complies Requirement will be met. 2 tested to ensure proper operation, ❑Does Not [F[10]1 calibration and adjustment of controls. ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C408.2.3. Economizers have been tested to ❑Complies Requirement will be met. 3 ensure proper operation. ❑Does Not [FI32]1 ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C408.2.4 Preliminary commissioning report ❑Complies Requirement will be met. [F129]1 completed and certified by registered ❑Does Not design professional or approved ❑Not Observable Location on plans/spec:A-1 agency. ONot Applicable C408.2.5. Furnished HVAC as-built drawings ❑Complies Requirement will be met. 1 submitted within 90 days of system ❑Does Not [FI7]3 acceptance, ❑Not Observable ❑Not Applicable C408.2.5. Furnished as-built drawings for ❑Complies Requirement will be met. 1 electric power systems within 90 days ❑Does Not [FI16]3 of system acceptance. ❑Not Observable ❑Not Applicable C408.2.5. 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 C408.2.5. Final commissioning report due to ❑Complies Requirement will be met. 4 building owner within 90 days of ❑Does Not [F130]1 receipt of certificate of occupancy. ❑Not Observable Location on plans/spec: A-1 ❑Not Applicable C408.3 Lighting systems have been tested to ❑Complies Requirement will be met. [F133]1 ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) j 3 (Low Impact(Tier 3) Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 17 of 18 Project Title: Office Expansion Report date: 05/16/17 Data filename: Y:\Gross Electric\Gross Electric-Main Office\Gross Electric.cck Page 18 of 18 f � PeerlesWPuREFiRE TM PeerlessBoilersxom PF-80 Features and Standard Equipment Performance: Codes: • 92.7 Annual Fuel Utilization Efficiency(AFUE) • Design Certified to ANSI Z21.13 AHRI Certified - CSD-1 Compliant • ENERGY STAR®Qualified • California Code Compliant • Design Certified by SCAQMD for Low NOx Operation • Massachusetts Code Compliant • Modulating Burner with 3:1 Turndown Capability • Factory Equipped for Outdoor Reset Operation Control Features: • Dual Temperature Settings for Central Heating and • Plain English Status Display Domestic Hot Water - Factory Equipped for Multiple Boiler Cascade • Dual Flame Sensing for Reliable Ignition Operation • Suitable for Firing Natural or LP Gas • Flame Signal Logging Capability • Freeze Protection Construction: - DHW Tank Warm Hold • Designed, Constructed and Stamped in accordance • Ramp Delay Step Modulation with ASME Boiler& Pressure Vessel Code, • Outdoor Sensor Included Section IV • System Type Presets • Design certified for Zero Clearance to Combustible • Temperature Boost Function Construction • Warm Weather Shut Down • Maximum Allowable Working Pressure: 160 PSI • Anti Cycling Logic • 304L Stainless Steel Heat Exchanger - Limited DHW Priority • Sealed, Negative Pressure Cabinet • DHW Heat Economy Circulation • Removable Jacket Panels • Service Notification • Suitable for Floor or Wall Mounting • System Test for Manual Control of Firing Rate • Leveling Legs • Fault History • Factory Equipped with Boiler Service Switch • 120 Volt Convenience Outlet Combustion System: • State of the Art Metal Mesh Burner Exhaust/Air Intake Piping: • Dual Flame Sensing • Suitable for Sealed Combustion Operation • High Energy Spark Ignition • CPVC Vent Adapter for PVC or CPVC Pipe • Factory Supplied Vent&Air Inlet Terminations with Condensate System: Screens • Built-in Condensate Trap with Neutralization • Vent Temperature Sensor • Blocked Condensate Switch Safely Features: • Highly Visible, Easy Access Condensate Collector • 30 PSIG ASME Safety Relief Valve (Loose) Warranty: • Pressure/Temperature Gauge (Loose) • One Year Parts and Labor Warranty • Integrated Connections for Low Water Cut Off or Flow - 10 Year Limited Warranty Switch • Manual Reset High Temperature Limit 309.17-1-17.2 CC-000285-2017 27 1 Gross Electric/Joe Gross �..y� 27 Silver Circle TO 6,-VN ;� �:";: 13+,_131 D ; Commercial Addition 2520 s.f. , & , °; ��' FILE COPY y PEERLESS® PUREFIRE® HIGH EFFICIENCY STAINLESS STEEL BOILER SERIES PEERLESS® PUREFIRE® BOILER RATINGS Input(MBH) Heating Net Capacity Ratings AFUE Boiler Min Max (MBH) (MBH) M) PF-80 20 80 74 64 92.7 SERIES PEERLESS® PUREFIRE® DIMENSIONS Dimensions(Inches) Supply Gas Air Intake Relief Return Supply $Vent Valve Size "A" "B" "C" Connections Connections Connection NPT 13-1/2" 4-3/4" 8-7/8" 1" 3/4" 3" 3/4" SERIES PEERLESS® PUREFIRE® CAPACITIES Minimum Water Flow Rate (40-FAT) Total Combined Gas Pressure Total Water Length of Air Shipping Min/Max Capacity Flow Rate Pressure Drop Intake$Vent Weight (Inch WC) (Gallons) (GPM) (Feet) (Feet) (Lbs) 3.5 13.5 1 0.72 3.7 3.92 200 1 88 SERIES PEERLESS® PUREFIRE® ELECTRICAL RATINGS Blower Gas Valve Pumps Supply Max. Max Total Voltage Frequency Voltage Current Voltage Current Voltage Current Service 05%,+100 (±1.2 hz) (VAC) (Amps) (VAC) (Amps) (VAC) (Amps) Current to Boiler 120 VAC 60 hz 120 0.53 120 0.09 120 2.53 3.15 �-1'NPI RETURN(INtrT) 17 3/16' - /-3'EXHAUSI VENT Optional EOUI ment: $9113,MRINLET 2,/,6" ❑ PFA-1 Interface Adapter • Alarm Contacts 1 • Analog Input 3 • Modbus Communications it 3" Concentric PVC Vent Termination ❑ 3"Stainless Steel Vent Termination -A" Gd Wall Mounting Bracket ❑ Floor Mounted Steel Stand ❑ Domestic Water Tank Temperature Sensor 41/4' 4s/,1 LlSystem Sensor for Multiple Boiler Operation I ---t.. L - _..---t-_ ,/16 ❑ Primary-Secondary Piping Kit f- I"NPI SUPPLY - -r Gil Boiler Circulator 'O0i1F' 47'NPT GAS INLET GY 50 PSI Safety Relief Valve ❑ 100 PSI Safety Relief Valve 3;77 711/16- ❑ 150 PSI Safety Relief Valve I- ❑ PC Software • Status j Fault History Gil Probe-Type Low Water Cutoff G� Expansion Tank High Performance Air Vent 29 1/7 1 CONTROLS i A Ca. T: CIIi S 1� E o us MEMBER CUS <s.E 43/4" :1 H Intertek 3/4'PVC CONUENSAIE DRNN� 1rr mw. PF8117 R1 (12/12) Printed in U.S.A. These specifications are subject to change without notice. ©2012 PB Heat,LLC.All rights reserved. RadiantWorks Professional Design Report 5/10/2017 Project Information Contact Information Project Assumptions Project Number 2017-101 Designed By Ai Grodon Outdoor Temp -11 °F Project Name Gross Electric Office Expansion Company Name Gross Electric Elevation 328 ft Designed For Joe Gross,Gross Electric Inc. Phone Number Wind Speed 6 mph 27 Silver Circle Job Type Commercial Queensbury,AL 12804 Design Application: Radiant Heating Supply Fluid Temp: 84°F O Product: 1/2"RadiantPEX+ Delta T: 20°F N O ' N #of Circuits: 12 Flow: 4.25 GPM 0 O N N Circuit Length: 300 ft Head: 12 ft 00 N N Manifold Distance: oft ---m•.. Radiant Capacity: 35125 BTU/h O LO FL !: Required Heat: 34708 BTU/h V O 0 Panel Load: 38707 BTU/h ` 14AY1 1 21,317 1 I, i! a� 70 ' %Glycol: 70% N U Q Tul! idii 1_)`'�Dl 1i i �d t `.ate. v C) CU Heated Area: swr _` _>wl.„ ;; r L1.1 Construction -Slab O0 E L Slab Thickness: 4 inM N U Thickness Above Tube: 2 in Slab Conductivity: 0.81 BTU/(h•ft-°F) Open Office Floor Coverings Quantity Area R-Value Infiltration Total Heat Loss Tile:R-0.11 R-0.11 Walls Quantity Area R-Value Infiltration Total Heat Loss Wall 1 1 70 ft2 R-19 0.06 416 BTU/h Wall 2 1 400 ft2 R-19 0.06 1949 BTU/h Wall 3 1 640 ft2 R-19 0.06 3015 BTU/h Wall 4 1 400 f12 R-19 0.06 1949 BTU/h Wall 5 1 170 ft2 R-19 0.06 172 BTU/h "Heating load calculations used In RadiantWorks are based on the ASHRAE 2009 Fundamentals Manual'- Snow melting calculations used In RadiantWorks are based on the ASHRAE 2007 HVAC Applications Manual" 27 Silver Circle QBY NY.rad Copyright(c)Wafts Radiant 2008 Page 1 of 3 ERE COPY RadiantWorks Professional Design Report 5/10/2017 Windows Quantity Area R-Value Infiltration Total Heat Loss Window 1 9 15 ft2 R-3.13 0.012 3298 BTU/h Doors Quantity Area R-Value Infiltration Total Heat Loss Door 1 2 21 ft2 R-1.5 0.215 2485 BTU/h Ceilings Quantity Area R-Value Infiltration Total Heat Loss Ceiling 1 1 2560 ft2 R-38 0 5287 BTU/h Skylights Quantity Area R-Value Infiltration Total Heat Loss No Skylights 0 0 ft2 R-0 0 int Open Office Heat Loss Summary 13.4'Vc 28.5% I®Tile:R-0.11 Fall 1 Wall 2 Q Wall 3 Wall 4 17.8% % Wall 5 Window 1 10.5% D Door 1 0.9% Q Ceiling 1 10.5% i No Skylights 16.2% Zone Notes: '*Heating load calculations used in RadiantWorks are based on the ASHRAE 2009 Fundamentals Manual"' "Snow melting calculations used in RadiantWorks are based on the ASHRAE 2007 HVAC Applications Manual" 27 Silver Circle QBY NY.rad Copyright(c)Watts Radiant 2008 Page 2 of 3 RadiantWorks Professional Design Report 5/10/2017 a Projekt Heat Load Summary 10 °� Zone 1 Project Notes: New open office Please verify all project information for accuracy. Signature: Date: **Heating load calculations used in RadiantWorks are based on the ASHRAE 2009 Fundamentals Manual** **Snow melting calculations used in RadiantWorks are based on the ASHRAE 2007 HVAC Applications Manual** 27 Silver Circle QBY NY.rad Copyright(c)Watts Radiant 2008 Page 3 of 3 RadiantWorks Professional Mechanical Summary Report 5/10/2017 Project Information Contact Information Project Assumptions Project Number 2017-101 Designed By Ai Grodon Outdoor Temp -11 T Project Quote Company Name Gross Electric Elevation 328 ft Project Name Gross Electric Office Expansion Phone Number Wind Speed 6 mph Designed For Joe Gross,Gross Electric Inc. Job Type Commercial 27 Silver Circle Queensbury,AL 12804 Pump Specs Zone Name Flow Head Delta T Supply Fluid Temp Zone 1 4.3 GPM 12 ft 20 84 of Heated Area Descriptions Application Construction Heated Area Product Totals Zone 1 — Room List(Open Office) Radiant Heating Slab 2560 ft2 (12)300'Lengths of 1/2" None RadiantPEX+ Heating Load Summary Tube Back/Edge Total Total Spacing Intensity Losses Required Provided Supp. (in) (BTU/h•ft2) (BTU/h•ft2) (BTU/h) (BTU/h) Needed Zone 1 34708 35125 Open Office 9 13.56 1.56 34708 35125 r Co O 00 N O Project Summary o 0 Total Flow: 4.3 GPMI ( Zff v Total System Head: 12 ft c T�3�' N OF QUEENSS o -C ' B!�11_t7iNilIG& CODES"Boiler Load: 38707 BTU/h „ry „ 114 v N -C Total System Volume: 38 Gallons N L Q Total Heated Area: 2560 ft2 4) U r W L m a a N >_ E c� o U) E Please verify all project information for accuracy. O L I-- C MC7NC. 27 Silver Circle QBY NY.rad Copyright(c)Watts Radiant 2008 Page 1 of 2 RadiantWorks Professional Mechanical Summary Report 5/10/2017 Signature: Date: 27 Silver Circle QBY NY.rad Copyright(c)Watts Radiant 2008 Page 2 of 2 ENGINEERING PLL( structural solutions FILE COPY 1,.AY 17 2L;17 ; ) LTOWN OF OUEENSBU-'- Structural Calculations for Gross Electric - Office Expansion 27 Silver Circle, Queensbury, NY 309.17-1-17.2 CC-000285-2017 Gross Electric/Joe Gross 27 Silver Circle Commercial Addition 2520 s.f. 1P Prepared By: Scott Burlingame, P.E. February 9,2017 Scott Burlingame,P.E. 1 900 Rt.146,Clifton Pork,NY 12065 1 T:518.724.0733 1 scongsbengineeringpllc.com T � ENGINEERING PLL( JOB NAME Gross Electric - Office Expansion SHEET# 1 OF structural solutions CALC.BY Scott Burlingame, P.E. DATE 2/9/17 BUILDING DESIGN LOADS 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 25 psf Roof Live Load: Flat Roof Snow Load = 46.2 psf Total Roof Design Load = 74 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. 1 900 RI.146,Clifton Park,NY 12065 1 T-.518-724-0733 1 scottOsbengineeringpllc.com 5eok Burlingame,P.E. 1 900 Pi.146,Clifton Pork,W 12065 1 7:518-724.0733 1 scott&berrgineeringplic.com ENGINEERING PLLC JOB NAME Gross Electric-Office Expansion . structural solutions SHEET # 1 OF 2 CALC. BY Scott Burlingame, P.E. DATE 2/9/17 Typical Floor Dead Load: 9/16"-28ga Deck with 2 1/2" N.W. 32 psf Ceiling&Lights = 4 psf Misc. Mech. Ducts = 4 psf Sprinkler System = 4 psf Misc. Mech. Ducts = 4 psf 48 psf Typical Floor Live Load: Second Floor Office = 65 psf (includes 15 psf p Second Floor Corridor = 80 psf First Floor Store = 100 psf Bakery = 150 psf Seismic Typical Floor DL: 9/16"-28ga Deck with 2 1/2" N.W. 32 psf Ceiling& Lights = 4 psf Misc. Mech. Ducts = 4 psf Sprinkler System = 4 psf Misc. Mech. Ducts = 4 psf Partition Load = 10 psf 58 psf Scon Burlingame,P.E. 900 Rt.146,Clifton Pork,NY 12065 1 T:518-724-0733 1 scon(a 3bengineeringplic.com I. ENGINEERING ILL( JOB NAME Gross Electric - Office Expansion structural solutions SHEET# 2 OF CALL.BY Scott Burlingame, P.E. DATE 2/9/17 Bldg.Area: Entire Roof Ground Snow Load: 60 psf (At elevations up to 1000 feet) Project Site Elevation: 375 ft Adj. Ground Snow(p9): 60 psf Building Occupancy Terrain Category O I-Agricultural OA.Large City Centers © II-General Q B.General Urban/Suburban O I1I-Assembly OC.Open Terrain O IV-Critical Services 2 O D.Open Shoreline 2 Roof Exposure Thermal Factor OFully Exposed OStructures Not Noted Below *Partially Exposed Q Poorly Heated/Well Insulated 0Sheltered 2 0Unheated Structures 2 Importance Factor(IS): 1.0 Thermal Factor(C,): 1.1 Exposure Factor(Ce): 1.0 Snow Density(g): 21.8 psf Flat Roof Snow Load(pr): 46.2 psf Height of Uniform Snow(hb): 2.1 ft Note: This spreadsheet calculates the flat-roof snow load based on the "Building Code of New York State" (2016)&ASCE 7-10 criteria. To use, enter the ground snow load and select the appropriate building criteria. Scott Burlingame,P.E. 1 900 Rt.146,Clifton Park,NY 12065 1 T:518.724.0733 1 scoH@sbengineeringplic.com 7 a Mtj= Design Maps Summary Report User—Specified Input Report Title Gross Electric Thu February 9,2017 17:08:28 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available In 2008) Site Coordinates 43.291870N, 73.68472°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III •,tll:.n eln.er W'` ``'talons Falls ~ '�ludswi falls _! © Sou Glens Falls , ,n s+ ui; ,?r �FortEdward I 'Corinth : 12f. y V USGS—Provided Output SS = 0.229 g SMS = 0.367 g Sos = 0.245 g S, = 0.081g SM, = 0.194g So, = 0.129g For information on how the SS and S1 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,p CO..- C, - --C It.2, 0. a (1.21 a:. OU.2, Ot U l i 0.12 0.12 0.09 0.cs arc• G.1lr.} S1.:V I,,�i� ut i1,4;•' Lry• L"ti' 1.,' IJ; I '= • tUu U.`lp n�11 n.f,11 tt.4l0 LOi_. 1.:'1t Ld'' 1.1s' 1 ,. Period,T(sec) Period,T(sec) r } Although this information is a product of the U.S. Geological Survey,we provide no warranty, expressed or implied,as to the accuracy of the data contained therein.This tool Is not a substitute for technical subject-matter knowledge. ENGINEERING PLL( JOB NAME Gross Electric - Office Expansion SHEET# OF i structural saIutions CALC.BY Scott Burlingame, P.E. DATE 2/9/17 Note: 1. This spreadsheet calculates the seismic design coefficients and building design category per the "Building Code of New York State - 2016". 2. Use spectral accelerations based on a 2%PE in 50 years. 3. Not valid for Site Class F or E w/S.,>1.0,S1>0.4. 4. To determine SS&S1,input project address in USGS online ground hazard application Site Address: 27 Silver Circle, Queensbury, NY Data: SoL-20 29 Mapped spectral acceleration for short periods St81 Mapped spectral acceleration for a 1-second period Site Class Occupancy Category O Site Class A Q I/II-General/Agricultural Q Site Class B Q III-Assembly Q Site Class C Q IV-Critical Services QQ Site Class D Q Site Class E Q Site Class F Fa_ 1.60 F„_ 2.40 SMS= 0.366 SM„ = 0.194 SIDS= 0.244 SW - 0.130 SD Cat B SD Cat B Seismic Design Category B Scott Burlingame,P.E. 1 900 Rt.146,Clifton Park,NY 12065 1 T:518-724-0733 1 scot)@sbengineeringplk.com r s ENGINEERING PLL( JOB NAME Gross Electric - Office Expansion SHEET# 1 OF 1 structural solutions CALC.BY Scott Burlingame, P.E. DATE 2/9/17 -3 Data: Building Occupancy Seismic Direction Q I-Agricultural @) "X"Direction © II-General Q "Y"Direction Q III-Assembly - Q IV-Critical Services r Require Input by User SDs= Mapped spectral acceleration for short periods Spi= Mapped spectral acceleration for a 1-second period R= Response Modification Coefficient (Ordinary plain masonry shearwalls) IE= r Importance Factor hn= _--- -- Total Building Height Above Base (ft) CT= Building Period Coefficient Calculate Seismic Base Shear: T-T,, = 0.137 Approximate Fundamental Period (seconds) Csmin 0.011 Minimum Seismic Response Coefficient Cs = 0.038 Seismic Response Coefficient C,mox = 0.145 Maximum Seismic Response Coefficient Cs9ov. = 0.038 Governing Seismic Response Coefficient Total Seismic Weight: W, = 92.55 (Force in Kips) Seismic Base Shear: V. = 3.49 (Force in Kips) Calculate Vertical Distribution of Seismic Forces: Distribution Coefficient k = 1.00 Cyx Roof 92.55 13.00 1,203.15 1.000 3.49 0.00 Ground 0.00 0.00 0.00 0.000 0.00 45.35 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 y,27,dOD. BOB Man Btreet I Buffalo,NY 14202-1501 I Phone:71 8.656.1894 i FAX:71 6.852.2621 I e"ouseSEDeiiacueengineers.nam Woodworks® Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks@ Shearwalls 10.31 Gross Electric.wsw Feb.9,2017 13:35:33 Project Information COMPANY AND PROJECT INFORMATION [—companyPro'ect SB Engineering, PLLC 900 Rt. 146 Clifton Park, NY 12065 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<=IOOF 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 Shearwali Relative Rigidity: Deflection-based stiffness of wall segments Design Shearwall ForcalLength: Based on wall rigidity/length SITE INFORMATION Wind Seismic ASCE 7-10 Directional (All heights) ASCE 7-10 12.8 Equivalent Lateral Force Procedure Design Wind Speed 90mph Risk Category Category II - All others Exposure Exposure B Structure Type Regular Enclosure Enclosed Building System Bearing Wall Min Wind Loads:Walls 16 psf Design Category B Roofs 8 psf Site Class D Topographic Information[ft] Spectral Response Acceleration Shape Height Length S1: 0.08og Ss:0.230g Fundamental Period E-W N-S Site Location: - T Used 0.117s 0.1175 Elev: Oft Avg Air density: 0.0765 lb/cu ft Approximate Ta 0.117s 0.117s Rigid building - Static analysis Maximum T 0.192s 0.192s Case 2 E-W loads N-S loads Response Factor R 6.50 6.50 Eccentricity(%) 15 15 Fa: 1.60 Fv:2.9 0 Loaded at 75% 1 7 ? Woodworks® Shearwalls Gross Electric.wsw Feb. 9,2017 13:55:33 Structural Data STORY INFORMATION Hold-down Story Floor/Ceiling Wall Length subject to Bolt Elev[ft] Depth in Height ft shrinkage in length In Ceiling 12.50 0.0 Level 2.00 2'-0.0 10.50 26.7 27.5 Foundation 0.00 BLOCK and ROOF INFORMATION Block Roof Panels Dimensions ft] Face Type Sloe Overhang Blocks 1 Story E-w Ridge Location X,Y= 0.00 0.00 North Side 0.0 1.00 Extent X,Y= 90.00 60.00 South side 0.0 1.00 Ridge Y Location,Offset 30.00 0.00 East Hip 0.0 1.00 Ridge Elevation,Height 12.50 0.00 West side 0.0 1.00 2 Woodworks® Shearwaus Gross Electric.wsw Feb. S,2017 13:35:33 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 Structurall 32116 15/32 - 3 Horz 35000 8d Nail N 4 12 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 well Raing-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 Win.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- diywall screw Size-Common,box,and casing nails:refer to SDPWS Table Al(casing sizes=box sizes). Gauges: 11 ga=0.120"x 1-314"(gypsum sheathing,25132"fiberboard), 1-112"(lath&plaster, 112"fiberboard);13 ga plasterboard=0.92"x 1- 1/8" Cooler or gypsum wallboard nail:5d= 086"x 1-518 6d=.092'x 1-7/8 8d=.113"x 2-318';618d=6d base ply,8d face ply for 2-ply GINS. Drywall screws:No. 6, 1-114'long. 518" 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(c) 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 I in In In psiA6 1 S-P-F No.1/No.2 1 1.50 5.50 16 0.42 1.40 Exterior - Perforated 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 Wail-Standard wall designed as group. Notes: Check manufacture requirements for stud size,grade and specific gravity(G)for all shearwall hold-downs. 3 t f WoodWork$® Shearwalls Gross EIectric.wsw Feb.9, 201713:35:33 SHEARLINE,WALL and OPENING DIMENSIONS North-south Type Wall Location Extent[ft] Length FHS[ft] Height Sheariines Group X ft Start End ft wind Seismic ft Line 1 Level 1 Line 1 Prf 1 0.00 0.00 60.00 60.00 42.00 42.00 10.50 Wall 1-1 Prf 1 0.00 0.00 60.00 60.00 42.00 42.00 - Opening 1 - - 4.00 7.00 3.00 - - 7.00 Opening 2 - - 14.00 17.00 3.00 - - 7.00 Opening 3 - - 24.00 27.00 3.00 - - 7.00 Opening 4 - - 34.00 37.00 3.00 - - 7.00 Opening 5 - - 44.00 47.00 3.00 - - 7.00 Opening 6 - - 50.00 53.00 3.00 - - 7.00 Line 2 Level 1 Line 2 Prf 1 40.00 0.00 60.00 60.00 50.50 50.50 10.50 Wall 2-1 Prf 1 40.00 0.00 60.00 60.00 50.50 50.50 - Opening 1 - - 32.00 41.50 9.50 - - 7.00 East-west Type Wall Location Extent[ftj Length FHS[ft] Height Sheariines Group Y ft Start End [ft Wind Seismic ft Line A Lovell Line A Prf 1 0.00 0.00 40.00 40.00 31.00 31.00 10.50 Wall A-1 Prf 1 0.00 0.00 40.00 40.00 31.00 31.00 - Opening 1 - - 6.00 9.00 3.00 - - 7.00 Opening 2 - - 17.00 20.00 3.00 - - 7.00 Opening 3 - - 28.00 31.00 3.00 - - 7.00 Line B Lovell Line B Prf 1 60.00 0.00 40.00 40.00 31.00 31.00 10.50 Wall B-1 Prf 1 60.00 0.00 40.00 40.00 31.00 31.00 - Opening 1 - - 6.00 9.00 3.00 - - 7.00 Opening 2 - - 17.50 20.50 3.00 - - 7.00 Opening 3 - - 28.00 31.00 3.00 - - 7.00 Legend. Type-Seg=segmented, Prf=perforated,NSW=non-shearwail 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 f- Gross Electric.wsw Feb.9,201713:35:33 Loads WIND SHEAR LOADS(as entered or gonerated Level Magnitude Trib Block F Element Load Wind Surf Prof Location[ft] pbs,plf,pst] Ht Case Dir Dir start End Start End ft Block 1 W Wall Min W->E Wind Line 0.00 60.00 42.0 Block 1 W Wall 1 W->E Wind Line 0.00 60.00 36.2 Block 1 E Wall Min W->E Lee Line 0.00 60.00 42.0 Block 1 E Wall 1 W->E Lee Line 0.00 60.00 22.6 Block 1 W Wall 1 E->W Lee Line 0.00 60.00 22.6 Block 1 W Wall Min E->W Lee Line 0.00 60.00 42.0 Block 1 E Wall 1 E->W Wind Line 0.00 60.00 36.2 Block 1 E Wall Min E->W Wind Line 0.00 60.00 42.0 Block 1 S Wall Min S->N Wind Line 0.00 40.00 42.0 Block 1 S Wall 1 S->N Wind Line 0.00 40.00 36.2 Block 1 N Wall 1 S->N Lee Line 0.00 40.00 18.1 Block 1 N Wall Min S->N Lee Line 0.00 40.00 42.0 Block 1 S Wall 1 N->S Lee Line 0.00 40.00 18.1 Block 1 S Wall Min N->S Lee Line 0.00 40.00 42.0 Block 1 N Wall 1 N->S Wind Line 0.00 40.00 36.2 Block 1 N Wall Min N->S Wind Line 0.00 40.00 42.0 Legend. Block-Block used in load generation Accum.=loads from one block combined with another Manual=user-entered toads(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)Ioads.The program applies a load factor of 0.60 to wind loads before distributing them to the shearlines. e f WoodWork$® ShearwallS Gross Electric.wsw Feb.9,2017 13:35:33 WIND C&C LOADS Block Building Wind Level Magnitude 1psf] Face Direction Interior End Zone Block 1 West Windward 1 16.0 17.8 Block 1 East Leeward 1 16.0 17.8 Block 1 West Leeward 1 16.0 17.8 Block 1 East Windward 1 16.0 17.8 Block 1 South Windward 1 16.0 17.8 Block 1 North Leeward 1 16.0 17.8 Block 1 South Leeward 1 16.0 17.8 Block 1 North Windward 1 16.0 17.8 6 Woodworks® Shearwaus Gross Electric.wsw Feb.9,2017 13:35:33 BUILDING MASSES Level Magnitude Trib Force Building Block Wall Profile Location[ft] [lbs,plf,psf] Width Dir Element Line Start End Start End ft E-W Roof F1 n/a 1 Line 0.00 60.00 640.0 640.0 E-W Roof F1 n/a 2 Line 0.00 60.00 640.0 640.0 N-S Roof F1 n/a A bine 0.00 40.00 960.0 960.0 N-S Roof Fl n/a B Line 0.00 40.00 960.0 960.0 Both Wall 1-1 n/a 1 Line 0.00 60.00 78.8 78.8 Both Wall 2-1 n/a 2 Line 0.00 60.00 78.8 78.8 Both Wall A-1 n/a A Line 0.00 40.00 78.8 78.8 Both Wall B-1 n/a B Line 0.00 40.00 78.8 78.8 Legend: Force Dir-Direction in which the mass is used for seismic load generation,E-W,N-S, or Bath 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-Stan and end points of equivalent line load on wall line Trib Width.-Tributary width,for user applied area loads only 7 f f WOOdWOCkS® Shearwans Gross Electric.wsw Feb.9,2017 13:35:33 SEISMIC LOADS Levet 1 Force Profile Location[ft.] Mag[lbs,plf,psQ Dir Start End Start End E-W Point 0.00 0.00 119 119 E-W Line 0.00 60.00 54.3 54.3 E-W Point 60.00 60.00 119 119 N-S Point 0.00 0.00 178 178 N-S Line 0.00 40.00 78.4 78.4 N-S Point 40.00 40.00 178 178 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)loads.7he program applies a load factor of 0.70 and redundancy factor to seismic loads before distributing them to the shearlines. 8 r Woodworks® Shearwalls Gross Eiectric.wsw Feb.9, 201713:35:33 J Design Summary SHEARWALL DESIGN Wind Shear Loads,Flexible Diaphragm All shearwalls have sufficient design capacity. Wind Shear Loads,Rigid Diaphragm All shearwalls have sufficient design capacity. Components and Cladding Wind Loads,Out-of-plane Sheathing All shearwalls have sufficient design capacity. Components and Cladding Wind Loads,Nail Withdrawal All shearwalls have sufficient design capacity. Seismic Loads,Flexible Diaphragm All shearwalls have sufficient design capacity. Seismic Loads,Rigid Diaphragm All shearwalls have sufficient design capacity. HOLDDOWN DESIGN Wind Loads,Flexible Diaphragm All hold-downs have sufficient design capacity. Wind Loads,Rigid Diaphragm All hold-downs have sufficient design capacity. Seismic Loads,Flexible Diaphragm All hold-downs have sufficient design capacity. Seismic Loads,Rigid Diaphragm All hold-downs have sufficient design capacity. This Design Summary does not include failures that occur due to excessive story drift(NBC 4.1.8.13(3)). Refer to Story Drift table in this report to verify this design criterion. Refer to the Deflection table for possible issues regarding fastener slippage (SDPWS Table C4.2.2D). 9 Woodworks® Shearwalls Gross Electric.wsw Feb. 9,2017 13:35:33 Flexible Diaphragm Wind Design ASCE 7 Directional(All Heights)Loads SHEAR RESULTS N-S W For H1W-Cub ASD Shear Force[pit] Allowable Shear[pig Crit. Shearlines Gp Dir Int Ext V lbs vmax v Int Ext Co C Total V[lbs] Resp. Line 1 Level 1 Ln1, Levl 1 Both 1.0 1008 31.2 24.0 554 0.77 5 426 17893 0.06 Line 2 Ln2, Levl 1 Both 1.0 1008 23.1 20.0 554 0.86 S 478 24146 0.04 E-W W For H/W-Cub ASD Shear Force jplf] Allowable Shear jplf] Crlt. Shearlines Gp Dir Int Ext Vfibs] vmax v Int Ext Co C Total V[lbs] Res Line A Level 1 LnA, Lev1 1 Both 1.0 1512 59.7 48.8 554 0.82 S 452 14016 0.11 Line B LnB, Levl 1 Both 1.0 1512 59.7 48.8 554 0.82 S 452 14016 0.11 Legend: Unless otherwise noted,the value in the table for a shearline is the one for wall on the line with the critical design response. W Gp-Wall design group defined in Sheathing and Framing Materials tables,where it shows associated Standard Wall. "^"means that this wall is critical for all walls in the Standard Wall group. For Dir-Direction of wind force along shearline. H/W--Cub—Fibreboard height-to-width factor from SDPWS table 4.3.4 note 3,or Unblocked structural wood panel factor Cub from SDPWS 4.3.3.2 for critical segment on watt. V-ASD factored shear force.For shearline:total shearline force.For wall:force taken by total of all segments on wall. vmax-Base shear=ASD factored shear force per unit full height sheathing,divided by perforation factor Co as per SDPWS eqn. 4.3-6=V/FHS/Co. v-Design shear force=ASD factored shear force per unit full height sheathing.For wall,it is the largest force on any segment. Int-Unit shear capacity of interior sheathing,Ext-Unit shear capacity of exterior sheathing.includes Cub and height-to-width factors. Co-Perforation factor from SDPWS Table 4.3.3.5. C-Sheathing combination rule,A=Add capacities,S=Strongest side only,X=Strongest side or twice weakest. Total-Combined int.and ext.unit shear capacity inc.perforation factor. V—For wall:Sum of combined shear capacities for all segments on wall.For shearline:sum of all wall capacities on line. Crit Resp—Critical response=v!T-otal=design shear force/unit shear capacity for critical segment on wall or shearline. "S"indicates that the seismic design criterion was critical in selecting wall. Notes: Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by SDPWS 4.3.6.4.2,4. 10 WoodWorks® Shearwalls Gross Electric.wsw Feb.9,2017 13:35:33 HOLD-DOWN DESIGN flexible wind design) Level 1 Tensile ASD Line- Location[ft] Load Holddown Force[lbs] Cap Crit Wall Posit'n X Y Case Shear Dead Uplift Cmb'd Hold-down lbs Resp. Line 1 1-1 L End 0.00 0.12 Min 254 254 HDU5 ^4065 0.06 1--1 R End 0.00 59.88 Min 254 254 HDU5 ^4065 0.06 Line 2 2-1 L End 40.00 0.12 Min 211 211 HDU5 ^4065 0.05 2-1 R End 40.00 59.88 Min 211 211 HDU5 ^4065 0.05 Line A A-1 L End 0.12 0.00 Min 516 516 HDU5 ^4065 0.13 A-1 R End 39.88 0.00 Min 516 516 HDU5 ^4065 0.13 Line B B-1 L End 0.12 60.00 Min 516 516 HDU5 ^4065 0.13 B-1 R End 39.88 60.00 Min 516 516 HDU5 ^4065 0.13 Legend: Line-Wall: At wall or opening-Shearline and wall number At vertical element-Shearline Posit n-Position of stud that hold-down is attached to: V Elem-Vertical element:column or strengthened studs required where not at wall end or opening L or R End-At left or right wall end L or R Op n- At left or right side of opening n Location-Co-ordinates in Plan View Load Case-Results are for critical load case: ASCE 7 All Heights:Case 1 or 2 from Fig.27.4-8 ASCE 7 Low-rise:Windward corner(s)and Case A or l3 from Fig.26.4.1 ASCE 7 Minimum loads(27.1.5/28.4.4) Hold-down Forces: Shear-Wind shear overturning component based on shearline force,includes perforation factor Co,factored for ASD by 0.60 Dead-Dead load resisting component,factored for ASD by 0.60 Uplift-Uplift wind load component,factored for ASD by 0.60 CmbV-Sum of ASD factored overturning,dead and uplift forces. May also include the uplift force t for perforated walls from SDPWS 4.3.6.2.1 when openings are staggered. Hold-down-Device used from hold-down database Cap--Allowable ASD tension load Crit.Resp.-Critical Response=Combined ASD force 1 Allowable ASD tension load Notes: ^WARNING-This hold-down does not have design capacities for the thickness of end studs selected,so additional jack studs or blocking required Refer to Shear Results table for perforation factors Co. 11 r . WoodWOirks@ ShearwallS Gross Electric.wswM Feb. 9,2017 13:35:33 DRAG STRUT FORCES(flexible wind design) Level 9 Drag Strut Line- Position on Wall Location[ft] Load Force[lbs] Wall or Opening X Y Case a <--- Line 7 1-1 Left Opening 1 0.00 4.00 1 37 37 1-1 Right Opening 1 0.00 7.00 1 28 28 1-1 Left Opening 2 0.00 14.00 1 37 37 1-1 Right Opening 2 0.00 17.00 1 28 28 1-1 Left Opening 3 0.00 24.00 1 37 37 1-1 Right Opening 3 0.00 27.00 1 28 28 1-1 Left Opening 4 0.00 34.00 1 37 37 1-1 Right Opening 4 0.00 37.00 1 28 28 1-1 Left Opening 5 0.00 44.00 1 37 37 1-1 Right Opening 5 0.00 47.00 1 28 28 1-1 Right Opening 6 0.00 53.00 1 66 66 Line 2 2-1 Left Opening 1 40.00 32.00 1 117 117 2-1 Right Opening 1 40.D0 41.50 1 68 68 Line A A-1 Left Opening 1 6.00 0.00 1 81 81 A-1 Right Opening 1 9.00 0.00 1 58 58 A-1 Left Opening 2 17.00 0.00 1 49 49 A-1 Right Opening 2 20.00 0.00 1 90 90 A-1 Left Opening 3 28.00 0.00 1 18 18 A-1 Right Opening 3 31.00 0.00 1 121 121 Line B B-1 Left Opening 1 6.00 60.00 1 81 81 B-1 Right Opening 1 9.00 60.00 1 58 58 B-1 Left Opening 2 17.50 60.00 1 56 56 B-1 Right Opening 2 20.50 60.00 1 83 83 B-1 Left Opening 3 28.00 60.00 1 18 18 B-1 Right Opening 3 31.00 60.00 1 121 121 Legend. Line-Wall-Sheartine and wall number Position...-Side of opening or wall end that drag strut is attached to Location-Co-ordinates in Plan View Load Case-Results are for critical load case: ASCE 7 All heights Case 1 or 2 ASCE 7 Low-rise corner,,Case A or B Drag strut Force-Axial force in transfer elements at openings and gaps in walls along sheartine. Based on ASD factored sheartine force,includes perforation factor Co. ->Due to sheartine force in the wast-to-east or south-to-north direction <-Due to sheartine force in the east-to-west or north-to-south direction 12 WoodWorks® Shearwalls Gross Electric.wsw Feb.9,2017 13:35:3 DEFLECTION(flexible wind desi n Wall, W Bending Shear Nail slip Hold Total segment Gp Dir Sri v b h A DO DefI Vn on DO Defl DO If It ft s .in in in lbs in in in in Level 1 Line 1 1 1-1 Both Ext 52.0 42.00 10.50 8.3 .001 .016 17 .000 .000 0.13 0.15 Line 2 1 2-1 Both Ext 38.5 50.50 10.50 8.3 .001 .012 13 .000 .000 0.11 0.12 Line A 1 A-1 Both Ext 99.6 31.00 10.50 8.3 .003 .030 33 .000 .001 0.18 0.22 Line B 1 B-1 Both Ext 99.6 31.00 10.50 8.3 .003 .030 33 .000 .001 0.18 0.22 Legend: Wall,segment-Wall and segment between openings,e.g. B-3,2=second segment on Wall 3 on Shearline B W Gp-Wall design group defined in Sheathing and Materials tables,where it shows associated Standard Wall. Dir-Force direction Srf-Wall surface,interior or exterior for perimeter walls, 1 or 2 for interior partitions v-Unfactored(strength-level)shear force per unit foot on wall segment=ASD force/0.60 b-Width of wall segment between openings h-Wall height Dell -Horizontal shearwall deflection due to given term: Bending=8vh43/EAb;A-Cross sectional area of segment end stud(s);E-stud mod.of elasticity in Framing Materials table Shear=vh/Gt;Gt -Shear stiffness from SDPWS C4.3.3.2, value is in Sheathing Materials table Nail slip=0.75 h x an;an-From SDPWS Table C4.2.2D, Vn-Unfactored shear force per nail along panel edge Hold- Hold-down= da x h/b;refer to Hold-down Displacement table for components of da Total dell= Deflection from bending+shear+nail slip+hold-down, as per SDPWS C4.3.2-1 WARNING-Fastener slip based on lumber with specific gravity not less than 0.5. however specific gravity for at least some walls is less than 0.5. Refer to the Framing Materials table. 13 WoodWorkS® She81"WBIIS _ Gross Electric.wsw Feb.9,2017 13:35:33 _] HOLD-DOWN DISPLACEMENT flexible wind desi n) Wall, Hold- Uplift Elong/Disp Slippage Shrink Crush+ Total Hold segment Dir down force Manuf Add da Pf da da Extra da Defl lbs in in in lbs in in in In in Level 1 Line 9 1-1 Both HDU5 423 .007 .001 0.008 - - 0.481 0.04 0.53 0.13 Line 2 2-1 Both HDU5 351 .006 .001 0.007 - - 0.481 0.04 0.53 0.11 Line A A-1 Both HDU5 860 .015 .002 0.017 - - 0.481 0.04 0.54 0.18 Line B B-1 Both HDU5 1 860 .015 .002 0.017 - - 0.481 0.09 0.59 0.18 Legend: Wall,segment-Wall and segment between openings,e.g. B-3, 2=second segment on Wall 3 on Sheadine S Dir-Force direction Uplift force(P)-Strength-lavel accumulated hold-down tension force from overturning,dead and wind uplift da-Vertical displacements due to the following components: Elong/Disp-Elongation when slippage calculated separately;displacement when combined elongation/slippage used Manuf-Using manufacturer's value for anchor bolt length,or no bolt contribution for connector-only elongation. Unless marked with.=(ASD uplift force/ASD hold-down capacity)x max strength-level elongation or displacement -Maximum strength-level elongation or displacement is used.May result in higher than actual displacements for lightly loaded hold-downs, causing the segment to draw less force due to tower than actual stiffness. Add-Due to longer anchor bolt length than manufacturer's value,or entire bolt length for connector-only elongation= PL/(Ab x Es); Ab-bolt cross-sectional area; Es=steel modulus=29000000 psi, L=Lb-Lh; Lb= Total bolt length shown in Storey information table; Lh=Manufacturer's anchor bolt length forgiven dispiacement/elongation from hold-down database. Slippage-Due to vertical slippage of hold-down fasteners attached to studs)when not combined with elongation Pf=Unfectored uplift force P/number of fasteners Bolts: = Pf/(270,000 D^1.5) (NDS 10.3.6);D=boll diameter Nails: =en,fromSDPWS Table C4.2.2D using Pf for Vn and values for Wood Structural Panel Shrink- Wood shrinkage= 0.002 x(19%fabrication-10% in-service moisture contents)x Ls Ls=Perp.-to-grain length between fasteners subject to shrinkage,shown in Storey Information table Crush+Extra-0.04"wood crushing at compression end of wall segment plus extra displacement due to mis-cuts,gaps,etc. Total da= Elong/Disp+Slippage+Shrink+Crush+Extra Hold Dell-Horizontal deflection= h/b x da (4th term in the deflection equation SDPWS C4.3.2-1) h=wall height;b=segment length between openings;h,b values in Deflection table WARNING-At least some hold-downs do not have displacement values for the thickness of end studs selected,so additional jack studs or blocking required. 14 WoodWorks@ Shearwalls Gross Electric.wsw Feb.9,2017 13:35:33 Rigid Diaphragm Wind Design ASCE 7 Directional(All Heights)Loads SHEAR RESULTS N-S W For HiW-Cub ASD Shear Force[pif] Allowable Shear jplf] Crit. Sheariines 2p Dir int Ext V[lbs] vmax v Int Ext Co C Total V[lbs] Resp. Line 1 Level 1 Lnl, Levl 1 Both 1.0 906 28.1 21.6 554 0.77 S 426 17893 0.05 Line 2 Ln2, Lev1 1 Both 1.0 1110 25.5 22.0 554 0.86 S 478 24146 0.05 E-W W For HM-Cub ASD Shear Force[plf] Allowable Shear[pif] Crit. Shearlines Gp Dir Int Ext V lbs vmax v Int Ext Co C Total V[lbs] Resp. Line A Level 9 LnA, Levl 1 Both 1.0 1512 59.7 48.8 554 0.82 S 452 14016 0.11 Line B LnB, Levl 1 Both 1.0 1512 59.7 48.8 554 0.82 S 452 14016 0.11 Legend: Unless otherwise noted,the value in the table for a shearfine is the one for wall on the line with the critical design response. W Gp-Wall design group defined in Sheathing and Framing Materials tables,where it shows associated Standard Wall "^"means that this wall is critical for all walls in the Standard Wall group. For Dir-Direction of wind force along shearfine. fi,W--Cub—Fibreboard height-to-width factor from SDPWS table 4.3.4 note 3,or Unblocked structural wood panel factor Cub from SDPWS 4.3.3.2 for critical segment on wall. V-ASD factored shear force.For shearfine:total shearline force.For wall:force taken by total of all segments on wall. vmax-Base shear=ASD factored shear force per unit full height sheathing,divided by perforation factor Co as per SDPWS eqn.4.3-8=V/FHS/Co. v-Design shear force=ASD factored shear force per unit full height sheathing.For wall,it is the largest force on any segment. Int-Unit shear capacity of interior sheathing;Ext-Unit shear capacity of exterior sheathing.Includes Cub and height-to-width factors. Co-Perforation factor from SDPWS Table 4.3.3.5. C-Sheathing combination rule,A=Add capacities, S=Strongest side only,X=Strongest side or twice weakest. Total-Combined int.and ext.unit shear capacity Inc.perforation factor. V—For wall:Sum of combined shear capacities for all segments on wall.For shearfine:sum of all wall capacities on fine. Crit Resp—Critical response=v/Total=design shear forcalunit shear capacity for critical segment on wall or shear ina. "S"indicates that the seismic design criterion was critical in selecting wall. Notes: Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated wails given by SDPWS 4.3.6.4.2,4. 15 WoodWorks® Shearwalls Gross Electric.wsw Feb.9, 201713:35:33 HOLD-DOWN DESIGN(rigid wind design) Level 7 Tensile ASD Line- Location[ft] Load Holddown Force[lbs) Cap Crit Wall Posit'n X Y Case Shear Dead Uplift Cmb'd Hold-down lbs Resp. Line 1 1-1 L End 0.00 0.12 Min 228 228 HDU5 ^4065 0.06 1-1 R End 0.00 59.88 Min 228 228 HDU5 ^4065 0.06 Line 2 2-1 L End 40.00 0.12 Min 232 232 HDU5 ^4065 0.06 2-1 R End 40.00 59.88 Min 232 232 HDU5 ^4065 0.06 Line A A-1 L End 0.12 0.00 Min 516 516 HDU5 ^4065 0.13 A-1 R End 39.88 0.00 Min 516 516 HDU5 ^4065 0.13 Line 8 B-1 L End 0.12 60.00 Min 516 516 HDU5 ^4065 0.13 B-1 R End 39.88 60.00 Min 516 516 HDU5 ^4065 0.13 Legend: Line-Wall: At wall or opening-Shearline and wall number At vertical element-Shearline Posit'n-Position of stud that hold-down is attached to: V Elem-Vertical element:column or strengthened studs required where not at wall end or opening L or R End-At left or right wall end L or R Op n- At left or right side of opening n Location-Co-ordinates in Plan View Load Case-Results are for critical load case: ASCE 7 All Heights:Case 1 or 2 from Fig.27.4-8 ASCE 7 Low-rise:Windward comers)and Case A or t3 from Fig.28.4-1 ASCE 7 Minimum loads(27.1.5!28.4.4) Hold-down Forces: Shear-Wind shear overturning component,based on shearline force,includes perforation factor Co,factored for ASD by 0.60 Dead-Dead load resisting component,factored for ASD by 0,60 Uplift-Uplift wind load component factored for ASD by 0.60 Cmb d-Sum of ASD factored overturning,dead and uplift forces.May also include the uplift force t for perforated walls from SDPWS 4.3.6.2.1 when openings are staggered. Hold-down-Device used from hold-down database Cap-Allowable ASD tension load Crit.Resp.-Critical Response=Combined ASD force lAllowable ASD tension load Notes: ^WARNING-This hold-down does not have design capacities for the thickness of end studs selected,so additional jack studs or blocking required Refer to Shear Results table for perforation factors Co. 16 WoodWorks® ShearWallS Gross Electric_wsw Feb.9, 2017 13:35:33 DRAG STRUT FORCES(rigid wind design) Level 1 Drag Strut Line- Position on Wall Location[ft] Load Force[lbs] Wall or Opening X Y Case -.-> <--- Line 1 1-1 Left Opening 1 0.00 4.00 1 34 34 1-1 Right Opening 1 0.00 7.00 1 25 25 1-1 Left Opening 2 0.00 14.00 1 34 34 1-1 Right Opening 2 0.00 17.00 1 25 25 1--1 Left Opening 3 0.00 24.00 1 34 34 1-1 Right Opening 3 0.00 27.00 1 25 25 1-1 Left Opening 4 0.00 34.00 1 34 34 1-1 Right Opening 4 0.00 37.00 1 25 25 1-1 Left Opening 5 0.00 44.00 1 34 34 1-1 Right Opening 5 0.00 47.00 1 25 25 1-1 Left Opening 6 0.00 50.00 1 0 0 1-1 Right Opening 6 0.00 53.00 1 59 59 Line 2 2-1 Left Opening 1 40.00 32.00 1 129 129 2-1 Right Opening 1 40.00 41.50 1 75 75 Line A A-1 Left Opening 1 6.00 0.00 1 81 81 A-1 Right Opening 1 9.00 0.00 1 58 58 A-1 Left Opening 2 17.00 0.00 1 49 49 A-1 Right Opening 2 20.00 0.00 1 90 90 A-1 Left Opening 3 28.00 0.00 1 18 18 A-1 Right Opening 3 31.00 0.00 1 121 121 Line B 13-1 Left Opening 1 6.00 60.00 1 81 81 B-1 Right Opening 1 9.00 60.00 1 58 58 B-1 Left Opening 2 17.50 60.00 1 56 56 B-1 Right Opening 2 20.50 60.00 1 83 83 B-1 Left Opening 3 28.00 60.00 1 18 18 B-1 Right Opening 3 31.00 60.00 1 121 121 Legend: Line-Wall-Shearline and wall number Position...-Side of opening or wall end that drag strut is attached to Location-Co-ordinates in Pian View Load Case-Results are for critical load case: ASCE 7 All heights Case 1 or 2 ASCE 7 Low-rise comer, Case A or B Drag strut Force-Axial force in transfer elements at openings and gaps in walls along sheartine. Based on ASD factored shearline force,includes perforation factor Co. ->Due to shearline force in the west-to-east or south-to-north direction <-Due to shearline force in the east-to-west or north-to-south direction 17 E::::WoodWorks@ Shearwalls Gross Electric.wsw Feb.9,2017 13:35:33 DEFLECTION(rigid wind design) Wall, W Bending Shear Nail slip Hold Total segment Gp Dir Srf v b h A DO Defl Vn en Deft Deft DefI If ft ft s .in in In lbs in in in in Level 1 Line 1 1 1-1 Both Ext 46.8 42.00 10.50 8.3 .001 .014 16 .000 .000 0.13 0.15 Line 2 1 2-1 Both Ext 42.4 50.50 10.50 8.3 .001 .013 14 .000 .000 0.11 0.12 Line A 1 A-1 Both Ext 99.6 31.00 10.50 8.3 .003 .030 33 .000 .001 0.18 0.22 Line B 1 B-1 Both Ext 99.6 31.00 10.50 8.3 .003 .030 33 .000 .001 0.18 0.22 Legend. Wall,segment-Wall and segment between openings,e.g. B-3,2=second segment on Wall 3 on Shearfine B W Gp-Wall design group defined in Sheathing and Materials tables, where it shows associated Standard Wall. Dir-Force direction Srf-Wall surface,interior or exterior for perimeter walls, 1 or 2 for interior partitions v-Unfactored(strength-level)shear force per unit foot on wall segment=ASD force/0.60 b-Width of wall segment between openings h-Wall height Dell-Horizontal shearwall deflection due to given term: Bending=8vhA3/EAb;A-Cross sectional area of segment end stud(s);E-stud mod.of elasticity in Framing Materials table Shear=vh/Gt;Gt -Shear stiffness from SDPWS C4.3.3.2, value is in Sheathing Materials table Nail slip=0,75 h x en;en-From SDPWS Table C4.2.2D, Vn-Unfactored shear force per nail along panel edge Hold- Hold-down= da x h/b;refer to Hold-down Displacement table for components of da Total dell= Deflection from bending+shear+nail slip+hold-down,as per SDPWS C4.3.2-1 WARNING-Fastener slip based on lumber with specific gravity not less than 0.5,however specific gravity for at least some walls is less than 0.5. Refer to the Framing Materials table. 18 WoodWorks® Shearwalls - Gross Electric.wsw Feb.9,2017 13:35:33 HOLD-DOWN DISPLACEMENT ri id wind desi n Wall, Hold- Uplift Elong/Disp Slippage Shrink Crush+ Total Hold segment Dir down force Manuf Add da Pf da da Extra da Defl lbs in in in lbs in in in in in Level 1 Line 1 1-1 Both HDU5 380 .006 .001 0.007 - - 0.481 0.04 0.53 0.13 Line 2 2-1 Both HDU5 386 .007 .001 0.008 - - 0.481 0.04 0.53 0.11 Line A A-1 Both HDU5 860 .015 .002 0.017 - - 0.481 0.04 0.54 0.18 Line B B-1 Both HDU5 860 .015 .002 0.017 - - 0.481 0.04 0.59 0.18 Legend: Wall,segment—Wall and segment between openings,e.g. B-3,2=second segment on Wall a on Shearline B Dir-Force direction Uplift force(P)—Strength-level accumulated hold-down tension force from overturning,dead and wind uplift da—Vertical displacements due to the following components: Elong/Disp--Elongation when slippage calculated separately,•displacement when combined elongation/slippage used Manuf-Using manufacturer's value for anchor bolt length,or no bolt contribution for connector-only elongation. Unless marked with'=(ASD uplift force/ASD hold-down capacity)x max strength-level elongation or displacement '-Maximum strength-level elongation or displacement is used.May result in higher than actual displacements for lightly loaded hold-downs, causing the segment to draw less force due to lower than actual stiffness. Add-Due to longer anchor bolt length than manufacturer's value,or entire bolt length for connector-only elongation= PL 1{Ab x Es); Ab—bolt cross-sectional area; Es=steel modulus=29000000 psi; L=Lb—Lh; Lb=Total bolt length shown in Storey Information table; Lh=Manufacturer's anchor bolt length forgiven displacement/elongation from hold-down database. Slippage—Due to vertical slippage of hold-down fasteners attached to studs)when not combined with elongation Pf=Unfactored uplift force P/ number of fasteners Bolts: = Pf/(270,000 D^1.5) (NDS 10.3.6);D=boll diameter Nails: =on,fromSDPWS Table C4.2.21) using Pf for Vn and values for Wood Structural Panel Shrink- Wood shrinkage= 0.002 x(f 9%fabrication—10% in-service moisture contents)x Ls Ls=Perp.-to-grain length between fasteners subject to shrinkage,shown in Storey Information table Crush+Extra—0.04"wood crushing at compression end of wall segment plus extra displacement due to mis-cuts,gaps,etc. Total da= Elong/Disp+Slippage+Shrink+Crush+Extra Hold Dell—Horizontal deflection= h/b x da (4th term in the deflection equation SDPWS C4.3.2-1) h=wall height;b=segment length between openings;h,b values in Deflection table WARNING-At least some hold-downs do not have displacement values for the thickness of end studs selected,so additional jack studs or blocking required. 19 WoodWorks® Shearwalls Gross Electric.wsw Feb.9, 2017 93:35:33 Wind Suction Design COMPONENTS AND CLADDING by SHEARLINE North-South Sheathing[psf] Fastener Withdrawal[lbs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End Int End Int Ternp Moist 1 1 1 10.7 221.9 0.05 14.2 12.8 67.2 0.21 0.19 1.00 1.00 2 1 1 10.7 221.9 0.05 14.2 12.8 67.2 0,21 0.19 1.00 1.00 East-West Sheathing jpsf] Fastener Withdrawal jibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End Int End Int Ternp Moist A 1 1 10.7 221.9 0.05 14.2 12.8 67.2 0.21 0.19 1.00 1.00 S 1 1 10.7 221.9 0.05 14.2 12,8 67.2 0.21 0.19 1.00 1.00 Legend: Grp-Wall Design Group(results for all design groups for rigid, flexible design listed for each wall) Sheathing: Force-C&C end zone exterior pressures using negative(suction)coefficient in ASCE 7 Figure 30.4-1 added to interior pressure using coefficients from Table 26.11-1 Cap-Out-of-plane capacity of exterior sheathing from SDPINS Table 3.21,factored for ASD and load duration,and assuming continuous over 2 spans Fastener Withdrawal. Force-Force tributary to each nail in end zone and interior zone Cap-Factored withdrawal capacity of individual nail according to NDS 11.2-3 20 WoodWorks® Shearwalls Gross Electric.wsw Feb.9, 201713:35:33 Flexible Diaphragm Seismic Design SEISMIC INFORMATION Level Mass Area Story Shear[lbs] Diaphragm Force Fpx[tbs] lbs Is -ft E-W N-S E-W N-S 1 92550 2400.0 3493 3493 4541 4541 All 92550 - 3493 3493 - - Legend: Building mass-Sum of all generated and input building masses on level=wx in ASCE 7 equation 12.8-12. Storey shear-Total unfactored(strength-level)shear force induced at level x,=Fx in ASCE 7 equation 12.8-11. Diaphragm force Fpx-Unfactored force intended for diaphragm design from Eqn 12.10-1;used by Shearwalls only for drag strut forces,see 12.10.2.1 Exception 2. Redundancy Factor p(rho): E-W 1.00, N-S 1.00 Input by user(overriding calculated value). Vertical Earthquake Load Ev Ev=0.2 Sds D;Sds=0.25;Ev=0.049 D unfactored;0.034 D factored;total dead load factor:0.6-0.034=0.566 tension,1.0+0.034=1.034 compression. 21 WoodWork$® ShearwallS Gross Electrlemsw Feb.9,2017 13:35:33 SHEAR RESULTS(flexible seismic design) N-S W For H1W-Cub ASD Shear Force[plf] Allowable Shear[plf] Crit. Sheariines Gp Dir Int Ext V lbs vmax v Int Fart Co C Total V[lbs] Resp. Line 1 Level 1 Ln1, Lev1 1 Both .57 1223 37.8 29.1 226 0.77 S 174 7303 0.17 Line 2 Ln2, Lev1 1 Both .57 1223 28.0 24.2 226 0.86 S 195 9855 0.12 E-W W For HM-Cub ASD Shear Force[plf] Allowable Shear[pif] Crit. Shearlines Gp Dir Int Ext VObs] vmax v Int Ext Co C Total V lbs Resp. Line A Level 1 LnA, Lev1 1 Both .57 1223 4B.3 39.4 226 0.82 S 185 5721 0.21 Line B LnB, Lev1 1 Both .57 1223 48.3 39.4 226 0.82 S 185 5721 0.21 Legend. Unless otherwise noted,the value in the table for a shearline is the one for wall on the line with the critical design response. W Gp- Wall design group defined in Sheathing and Framing Materials tables, where it shows associated Standard Wall, "^"means that this wall is critical for all walls in the Standard Wall group. For Dir—Direction of seismic force along shearline. NNV--Cub—Height-to-width factor from SDPWS table 4.3.4 notes 1,3 or unblocked structural wood panel factor Cub from SDPWS 4.3.3.2 for critical segment on wall. V-ASD factored shear force.For shearline:total shearline force.For wall:force taken by total of all segments on wall, vmax-Base shear=ASD factored shear force per unit full height sheathing,divided by perforation factor Co as per SDPWS eqn.4.3-8=V/FHS/Co. v-Design shear force=ASD factored shear force per unit full height sheathing.For wall,it is the largest force on any segment. Int-Unit shear capacity of interior sheathing;Ext-Unit shear capacity of exterior sheathing.Includes Cub and height-to-width factors. Co-Perforation factor from SDPWS Table 4.3.3.5. C-Sheathing combination rule,A=Add capacities,S=Strongest side only,X=Strongest side or twice weakest. Total-Combined int.and ext.unit shear capacity inc.perforation factor. V—For wall:combined shear capacity. For shearline:sum of all wall capacities on line. Crit Resp—Critical response=vlTotal=design shear force/unit shear capacity for critical segment on wall or shearline. "W"indicates that the wind design criterion was critical in selecting wall. Notes: Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by SDPWS 4.3.6.4.2,4. 22 Woodworks® $hearwalls Gross Electric.wsw Feb. 9,2017 13:35:33 HOLD-DOWN DESIGN flexible seismic desi n Level 1 Tensile ASD Line- Location[ft] Holddown Force[Ibs] Cap Crit Wall Posit'n X Y Shear Dead Ev Cmb'd Hold-downjibs] Resp. Line 1 1-1 L End 0.00 0.12 307 307 HDU5 ^4065 0.08 1-1 R End 0.00 59.88 307 307 HDU5 ^4065 0.08 Line 2 2-1 L End 40.00 0.12 255 255 HDU5 ^4065 0.06 2-1 R End 40.00 59.88 255 255 HDU5 ^4065 0.06 Line A A-1 L End 0.12 0.00 417 417 HDU5 ^4065 0.10 A-1 R End 39.88 0.00 417 417 HDU5 ^4065 0.10 Line B B-1 L End 0.12 60.00 417 417 HDU5 ^4065 0.10 B-1 R End 39.88 60.00 417 417 HDU5 ^4065 0.10 Legend: Line-Wall: At wall or opening-Sheardine and wall number At vertical element-Shearline Positn- Position of stud that hold-down is attached to: V Elam- Vertical element:column or strengthened studs required where not at wall end or opening L or R End-At left or right wall end L or R Op n- At left or right side of opening n Location-Co-ordinates in Plan View Hold-down Forces: Shear-Seismic shear overturning component,factored for ASD by 0.7,includes perforation factor Co. Dead-Dead load resisting component,factored forASD by 0.60 Ev-Vertical seismic load effect from ASCE 7 12.4.2.2=-0.2Sds x ASD seismic factorx unfactored D=0.057x factored D.Refer to Seismic Information table for more details. Cmb'd-Sum ofASD-factored overturning,dead and vertical seismic forces.May also include the uplift force t for perforated walls from SDPWS 4.3.6.2.1 when openings are staggered. Hold-down-Device used from hold-down database Cap-Allowable ASD tension load Crit.Resp.-Critical Response=Combined ASD force/Allowable ASD tension load Notes: ,'WARNING-This hold-down does not have design capacities for the thickness of end studs selected,so additional jack studs or blocking required Shear overturning force is horizontal seismic load effect Eh from ASCE 7 12.4.2. Uses load combination 8 from ASCE 7 2.4.1 =0.61)+0.7(Eh-Ev). Refer to Shear Results table for perforation factors Co. Shearwalls does not check for either plan or vertical structural irregularities. 23 Woodworks® Shearwalls Gross Electric.wsw Feb.9,2017 13:35:33 DRAG STRUT FORCES(flexible seismic design) Level 1 Drag Strut Line- Position on Wall Location[ft] Force[Ibs] Wall or Opening X Y ---> <--- Line 1 1-1 Left Opening 1 0.00 4.00 59 59 1-1 Right Opening 1 0.00 7.00 44 44 1-1 Left Opening 2 0.00 14.00 59 59 1-1 Right Opening 2 0.00 17.00 44 44 1-1 Left Opening 3 0.00 24.00 59 59 1-1 Right Opening 3 0.00 27.00 44 44 1-1 Left Opening 4 0.00 34.00 59 59 1-1 Right Opening 4 0.00 37.00 44 44 1-1 Left Opening 5 0.00 44.00 59 59 1-1 Right Opening 5 0.00 47.00 44 44 1-1 Left Opening 6 0.00 50.00 0 0 1-1 Right Opening 6 0.00 53.00 103 103 Line 2 2-1 Left Opening 1 40.00 32.00 185 185 2-1 Right Opening 1 40.00 41.50 107 107 Line A A-1 Left Opening 1 6.00 0.00 85 85 A-1 Right Opening 1 9.00 0.00 61 61 A-1 Left Opening 2 17.00 0.00 52 52 A-1 Right Opening 2 20.00 0.00 94 94 A-1 Left Opening 3 28.00 0.00 19 19 A-1 Right Opening 3 31.00 0.00 127 127 Line B B-1 Left Opening 1 6.00 60.00 85 85 B-1 Right Opening 1 9.00 60.00 61 61 B-1 Left Opening 2 17,50 60.00 59 59 B-1 Right Opening 2 20.50 60.00 87 87 B-1 Left Opening 3 28.00 60.00 19 19 B-1 Right Opening 3 31.00 60.00 127 127 Legend: Line-Wall-Sheartine and wall number Position...-Side of opening or watt end that drag strut is attached to Location-Co-ordinates in Plan View Drag strut Force-Axial force in transfer elements at openings and gaps in walls along shearline. Based on ASD factored shearline force,includes perforation factor Co >Due to shearline force in the west-to-east or south-to-north direction <-Due to shearline force in the east-to-west or north-to-south direction 24 Woodworks® ShearWalls Gross Electric.wsw Feb. 9,2017 13:35:33 DEFLECTION(flexible seismic design) Wail, W Bending Shear Nail slip Hold Total segment Gp Dir srf v b h A Defl DO Vn an Defl DefI Defl if ft ft s .in In in lbs in In in in Level? Line 1 1 1-1 Both Ext 54.1 42.00 10.50 8.3 .001 .016 18 .000 .000 0.13 0.15 Line 2 1 2-1 Both Ext 40.1 50.50 10.50 8.3 .001 .012 13 .000 .000 0.11 0.12 Line A 1 A-1 Both Ext 69.0 31.00 10.50 8.3 .002 .021 23 .000 .000 0.18 0.20 Line B 1 B-1 Both Ext 69.0 31.00 10.50 8.3 .002 .021 23 .000 .000 0.18 0.20 Legend: Wall,segment-Wall and segment between openings,e.g. B-3,2=second segment on Wall 3 on Shearline B W Gp-Wall design group,refer to Sheathing and Framing Materials Dir-Force direction Srf-Wall surface,interior or exterior for perimeter walls, 1 or 2 for interior partitions v-Unfactored(strength-level)shear force per unit foot on wall segment=ASD force/0.70 b-Width of wall segment between openings h-Wall height Deft -Horizontal shearwall deflection due to given term: Bending=8vhA3/EAb;A-Cross sectional area of segment end stud(s);E-stud mod.of elasticity in Framing Materials table Shear=vh/Gt;Gt -Shear stiffness from SDPWS C4.3.3.2, value is in Sheathing Materials table Nail slip=0.75 h x on;on-From SDPWS Table C4.2.2D; Vn-Unfactored shear force per nail along panel edge Hold- Hold-down= da x h/b;refer to Hold-down Displacement table for components of da Total deft= Deflection from bending+shear+nail slip+hold-clown,as per SDPWS C4.3.2-1 WARNING-Fastener slip based on lumber with specific gravity not less than 0.5,however specific gravity for at least some walls is less than 0.5. Refer to the Framing Materials table 26 Woodworks® Shearwa![s Gross Electric.wsw Feb.9,2017 13:35:33 HOLD-DOWN DISPLACEMENT flexible seismic design) Wall, Hold- Uplift Elong i Disp Slippage Shrink Crush+ Total Hold segment Dir down force Manuf Add da Pf da da Extra da Defl lbs in in in lbs in In in in In Level 1 Line 1 1-1 Both HDU5 439 .009 .001 0.010 - - 0.481 0.04 0.53 0.13 Line 2 2-1 Both HDU5 365 .007 .001 0.008 - - 0.481 0.04 0.53 0.11 Line A A-1 Both HDU5 596 .012 .002 0.013 - - 0.481 0.04 0.53 0.18 Line B B--1 Both HDU5 1 596 .012 .002 0.013 - - 0.481 0.04 0.53 0.18 Legend: Wall,segment-Wall and segment between openings,e.g. B-3,2=second segment on Wall 3 on Shearline B Dir-Force direction Uplift force(P)-Strength-level accumulated hold-down tension force from overturning,dead and wind uplift da-Vertical displacements due to the following components: Elong/Dlsp-Elongation when slippage calculated separately,•displacement when combined elongation/slippage used Manuf-Using manufacturer's value for anchor bolt length,or no bolt contribution for connector-only elongation. Unless marked with"_(ASD uplift force DASD hold-down capacity)x max strength-level elongation or displacement *-Maximum strength-level elongation or displacement is used.May result in higher than actual displacements for lightly loaded hold-downs, causing the segment to draw less force due to lower than actual stiffness. Add-Due to longer anchor bolt length than manufacturer's value,or entire bolt length for connector-only elongation= PL/(Ab x Es); Ab-bolt cross-sectional area; Es=steel modulus=29000000 psi; L=Lb-Lh; Lb=Total bolt length shown in Storey information table; Lh=Manufacturer's anchor bolt length forgiven displacement/elongation from hold-down database. Slippage-Due to vertical slippage of hold-down fasteners attached to stud(s)when not combined with elongation Pf=Unfactored uplift force P/number of fasteners Bolts: = Pf/(270,000 DA1.5) (NDS 10.3.6);D=bolt diameter Nails: =en,fromSDPWS Table C4.2.2D using Pf for Vn and values for Wood Structural Panel Shrink- Wood shrinkage= 0.002x(19%fabrication-10% in-service moisture contents)x Ls Ls=Perp.-to-grain length between fasteners subject to shrinkage,shown in Storey information table Crush+Extra-0.04"wood crushing at compression end of wall segment plus extra displacement due to mis-cuts,gaps,etc. Total da= Elong/Disp+Slippage+Shrink+Crush+Extra Hold Dell-Horizontal deflection= h/b x da (4th term in the deflection equation SDPWS C4.3.2-1) h=wall height;b=segment length between openings;h,b values in Deflection table WARNING-At least some hold-downs do not have displacement values for the thickness of end studs selected,so additional jack studs or blocking required. 26 WoodWorks® Shearwalls Gross Electric.wsw Feb.9, 201713:3633 STORY DRIFT flexible seismic design) Wall Actual Story Drift(in) Allowable Story Drift Level Dir height Max Line Max Center C of M C of M hsx Delta a Ratio ft dxe dx of Mass dxe dx ft In Max C of M 1 10.50 10.50 3.15 N->S 0.15 1 0.60 20.00 0.14 0.55 0.19 0.17 S->N 0.15 1 0.60 20.00 0.14 0.55 0.19 0.17 E->W 0.20 A 0.81 30.00 0.20 0.81 0.26 0.26 W->E 0.20 A 0.81 30.00 0.20 0.81 0.26 0.26 ASCE 7 Eqn.12.8-15:dx=dxe x Cd 1 le Deflection amplification factor Cd from Table 12.2-1 =4.0(E-W),4.0(N-S) Importance factor le=1.00 Legend: Max dxe-Largest deflection for any shearline on level in this direction;refer to Deflections table Line-Shearline with largest deflection hsx-Story height in ASCE Table 12.12-1=Height of walls plus joist depth between this level and the one above. Max dx-Largest amplified deflection on level in this direction using ASCE 7 Eqn 12.8-15 C of M dxe-Deflection at the center of mass of this level,•from interpolating deflections at adjacent shearlines. C of M dx-Amplified deflection at center of mass using Eqn 12.8-15.Does not include differences between top and bottom diaphragm deflection. Delta a=Allowable story drift on this level from ASCE 7 Table 12.12-1 Ratio- Proportion of allowable storey drift experienced,on this level in this direction. 27 Woodworks® Shearwalls Gross Electric.wsw Feb.9,2017 13:35:33 Rigid Diaphragm Seismic Design SEISMIC INFORMATION Levet Mass Area Story Shear jibs] Diaphragm Force Fpx[lbs] lbs s .ft E-W NS E-W N-S 1 92550 2400.0 3493 3493 4541 4541 All 92550 - 3493 3493 - - Legend: Building mass-Sum of all generated and input building masses on level=wx in ASCE 7 equation 12.8-12. Storey shear-Total unfactored(strength-level)shear force induced at level x, =Fx in ASCE 7 equation 12.8-11. Diaphragm force Fpx-Unfactored force intended for diaphragm design from Eqn 12.10-1;used by Sheanvalls only for drag strut forces,see 12.10.2.1 Exception 2. Redundancy Factor p(rho): E-W 1.00, N-S 1.00 Input by user(overriding calculated value). Vertical Earthquake Load Ev Ev=0.2 Sds D;Sds=0.25;Ev=0.049 D unfactored;0.034 D factored;total dead load factor:0.6-0.034=0.566 tension,1.0+0.034=1.034 compression. 28 F-WoodWorks@-Sheairwalls Gross E]ectric.wsw Feb.9, 2017 13:35:33 SHEAR RESULTS(rigid seismic design) N-S W For H/W-Cub ASD Shear Force[pin Allowable Shear[plf] Crit. Shearlines 2p Dir Int Ext V lbs vmax v Int Ext Co C Total V lbs] Resp. Line 9 Level 1 Lnl, Levl 1 Both .57 1162 36.0 27.7 226 0.77 S 174 7303 0.16 Line 2 Ln2, Levl 1 Both .57 1379 31.6 27.3 226 0.86 S 195 9855 0.14 E-W W For HlW-Cub ASD Shear Force[plf] Allowable Shear[plf] Crit. Shearlines Gp Dir Int Fact V lbs vmax v Int Ext Co C Total V Ibs Res . Line A Level 1 LnA, Levl 1^ Both .57 1297 51.2 41.8 226 0.82 S 185 5721 0.23 Line B LnB, Levl 1^ Both .57 1297 51.2 41.8 226 0.82 S 185 5721 0.23 Legend.- Unless egend:Unless otherwise noted,the value in the table for a shearline is the one for wait on the line with the critical design response. W Gp- Wail design group defined in Sheathing and Framing Materials tables,where it shows associated Standard Wall. "^"means that this wall is critical for all walls in the Standard Wag group. For Dir--Direction of seismic force along shearline. H/W--Cub-Height-to-width factor from SDPWS table 4.3.4 notes 1,3 or unblocked structural wood panel factor Cub from SDPWS 4.3.3.2 for critical segment on wall. V-ASD factored shear force.For shearline:total shearline force.For wall.force taken by total of all segments on wall. vmax-Base shear=ASD factored shear force per unit full height sheathing,divided by perforation factor Co as per SDPWS eqn.4.3-8=V/FHS/Co. v-Design shear force=ASD factored shear force per unit full height sheathing.For wall,it is the largest force on any segment. Int-Unit shear capacity of interior sheathing,Ext-Unit shear capacity of exterior sheathing.Includes Cub and height-to-width factors. Co-Perforation factor from SDPWS Table 4.3.3.5. C-Sheathing combination rule,A=Add capacities,S=Strongest side only,X=Strongest side or twice weakest. Total-Combined int. and ext.unit shear capacity Inc.perforation factor. V-For wall:combined shear capacity.For shearline:sum of all wall capacities on fine. Crit Resp-Critical response=v/Total=design shear force/unit shear capacity for critical segment on we//or shearline. "W"indicates that the wind design criterion was critical in selecting wall. Notes: Refer to Elevation View diagrams for Individual level for uplift anchorage force t for perforated walls given by SDPWS 4.3.6.4.2,4. 29 WoodWOrks@ Shearwalls Gross E[ectric.wsw Feb.9,2017 13:35:33._ HOLD-DOWN DESIGN(rigid seismic design) Level 1 Tensile ASD Line- Location[ft] Holddown Force[lbs] Cap Crit wall Posit'n X Y Shear Dead Ev Cmb'd Hold-down lbs Resp. Line I 1-1 L End 0.00 0.12 292 292 HDU5 ^4065 0.07 1-1 R End 0.00 59.88 292 292 HDU5 -4065 0.07 Line 2 2--1 L End 40.00 0.12 288 288 HDU5 ^4065 0.07 2-1 R End 40.00 59.88 288 288 HDU5 ^4065 0.07 Line A A-1 L End 0.12 0.00 443 443 HDU5 ^4065 0.11 A-1 R End 39.88 0.00 443 443 HDU5 ^4065 0.11 Line B B-1 L End 0.12 60.00 443 443 HDU5 ^4065 0.11 B-1 R End 39.88 60.00 443 443 HDU5 ^4065 0.11 Legend: Line-Wall: At wall or opening—Sheariine and wall number At vertical element-Shearline Positn- Position of stud that hold-clown is attached to: V Elem- Vertical element:column or strengthened studs required where not at wall end or opening L or R End-At Jeff or right wall end L or R Op n- At left or right side of opening n Location-Co-ordinates in Plan View Hold-down Forces, Shear—Seismic shear overturning component,factored for ASD by 0.7,includes perforation factor Co. Dead—Dead load resisting component,factored for ASD by 0.60 Ev—Vertical seismic load effect from ASCE 7 12.4.2.2=-0.2Sds x ASD seismic factor x unfactored D=0.057 x factored D.Refer to Seismic Information table for more details. Cmb'd-Sum of ASD-factored overturning,dead and vertical seismic forces.May also include the uplift force t for perforated wells from SDPWS 4.3.6.2.1 when openings are staggered. Hold-dawn—Device used from hold-down database Cap—Allowable ASD tension load Crit.Resp.—Critical Response=Combined ASD forcelAflowable ASD tension load Notes: "WARNING-This hold-down does not have design capacities for the thickness of end studs selected,so additional jack studs or blocking required Shear overturning force is horizontal seismic load effect Eh from ASCE 7 12.4.2. Uses load combination 8 from ASCE 7 2.4.1 =0.61)+0.7(Eh-Ev). Refer to Shear Results table for perforation factors Co. Shearwalls does not check for either plan or vertical structural irregularities. 30 Woodworks® Shearwalls Gross Eiectric.wsw Feb. 9,2017 1.3^35:33 DRAG STRUT FORCES(rigid seismic design) Level 1 Drag Strut Line- Position on Wall Location[ft] Force[lbs] wall or Opening X Y ---> <... Line 1 1-1 Left Opening 1 0.00 4.00 56 56 1-1 Right Opening 1 0.00 7.00 42 42 1-1 Left Opening 2 0.00 14.00 56 56 1-1 Right Opening 2 0.00 17.00 42 42 1-1 Left Opening 3 0.00 24.00 56 56 1--1 Right Opening 3 0.00 27.00 42 42 1-1 Left Opening 4 0.00 34.00 56 56 1-1 Right Opening 4 0.00 37.00 42 42 1-1 Left Opening 5 0.00 44.00 56 56 1-1 Right Opening 5 0.00 47.00 42 42 1-1 Right Opening 6 0.00 53.00 98 98 Line 2 2-1 Left Opening 1 40.00 32.00 208 208 2-1 Right Opening 1 40.00 41.50 120 120 Line A A-1 Left Opening 1 6.00 0.00 90 90 A-1 Right Opening 1 9.00 0.00 65 65 A-1 Left Opening 2 17.00 0.00 55 55 A-1 Right Opening 2 20.00 0.00 100 100 A-1 Left Opening 3 28.00 0.00 20 20 A-1 Right Opening 3 31.00 0.00 135 135 Line B B-1 Left Opening 1 6.00 60.00 90 90 B-1 Right Opening 1 9.00 60.00 65 65 B-1 Left Opening 2 17.50 60.00 62 62 B-1 Right Opening 2 20.50 60.00 92 92 B-1 Left Opening 3 28.00 60.00 20 20 B-1 Right Opening 3 31.00 60.00 135 135 Legend: Line-Wall-Shearline and wall number Position...-Side of opening or wall end that drag strut is attached to Location-Co-ordinates in Plan View Drag strut Force-Axial force in transfer elements at openings and gaps in walls along sheartine. Based on ASD factored sheartine force,includes perforation factor Co ->Due to sheartine force in the west-to-east or south-to-north direction <-Due to shearline force in the east-to-west or north-to-south direction 31 y f� WoodWork$® ShearWallS Gross Electric wsw Feb.9, 2017 13:35:33 DEFLECTION(rigid seismic des! n Wall, W Bending Shear Nall slip Hold Total segment Gp Dir Srf v b h A DefI DO Vn en Defi DO DefI If ft ft s .in 1n fn lbs in In !n 1n Level 1 Line 1 1 1-1 Both Ext 51.4 42.00 10.50 8.3 .001 .015 17 .000 .000 0.13 0.15 Line 2 1 2-1 Both Ext 45.2 50.50 10.50 8.3 .001 .014 15 .000 .000 0.11 0.12 Line A 1 A-1 Both Ext 73.2 31.00 10.50 8.3 .002 .022 24 .000 .000 0.18 0.21 Line B 1 B-1 Both Ext 73.2 31.00 10.50 8.3 .002 .022 24 .000 .000 0.18 0.21 Legend: Wall,segment-Wall and segment between openings,e.g. B-3,2=second segment on Wag on Shearline B W Gp-Wall design group,refer to Sheathing and Framing Materials Dir-Force direction Srf-Wall surface,interior or exterior for perimeter walls, 1 or 2 for interior partitions v-Unfactored(strength-level)shear force per unit foot on wall segment=ASD force/0.70 b-Width of wall segment between openings h-Wall height Dell -Horizontal shearwall deflection due to given term: Bending=8vhA3/EAb;A-Cross sectional area of segment end stud(s);E-stud mod.of elasticity in Framing Materials table Shear=vh/Gt;Gt -Shear stiffness from SDPWS C4.3.3.2, value is in Sheathing Materials table Nail slip=0.75 h x en;en-From SDPWS Table C4.2.2D; Vn-Unfactored shear force per nail along panel edge Hold- Hold-down= da x h/b;refer to Hold-down Displacement table for components of da Total dell= Deflection from bending+shear+nail slip+hold-down,as per SDPWS 04.3.2-1 WARNING-Fastener slip based on lumber with specific gravity not less than 0.5,however specific gravity for at least some walls is less than 0.5. Refer to the Framing Materials table. 32 WOOCIWOPI(S® Shearwalls Gross Electric.wsw Feb.9, 201713:35:33 HOLD-DOWN DISPLACEMENT(rigid seismic design) Wall, Hold- Uplift Elong!Disp Slippage Shrink Crush+ Total Hold segment Dir down force Manuf Add da Pf da da Extra da Defl lbs in in in lbs in in in in in Lever 1 Line 1 1-1 Both HDU5 418 .008 .001 0.009 - - 0.481 0.04 0.53 0.13 Line 2 2-1 Both HDU5 412 .008 .001 0.009 - - 0.481 0.04 0.53 0.11 Line A A-1 Both HDU5 633 .013 .002 0.014 - - 0.481 0.04 0.53 0.18 Line B B-1 Both HDU5 633 .013 .002 0.014 - - 0.481 0.04 0.53 0.18 Legend: Wall,segment-Walt and segment between openings,e.g. B-3,2=second segment on Way 3 on Shearline B Dir-Force direction Uplift force(P)-Strength-level accumulated hold-down tension force from overturning,dead and wind uplift do-Vertical displacements due to the following components: Elong/Disp-Elongation when slippage calculated separately,displacement when combined elongation/slippage used Manuf-Using manufacturer's value for anchor bolt length,or no bolt contribution for connector-only elongation. Unless marked with*=(ASD uplift force/ASD hold-down capacity)x max strength-level elongation or displacement *-Maximum strength-level elongation or displacement is used.May result in higher than actual displacements for lightly loaded hold-downs, causing the segment to draw less force due to lower than actual stiffness. Add-Due to longer anchor bolt length than manufacturer's value,or entire bolt length for connector-only elongation= PL/(Ab x Es); Ab-bolt cross-sectional area; Es=steel modulus=29000000 psi; L=Lb-Lh, Lb=Total bolt length shown in Storey Information table; Lh=Manufacturer's anchor boll length for given displacement/elongation from hold-down database. Slippage-Due to vertical slippage of hold-down fasteners attached to stud(s)when not combined with elongation Pf=Unfactored uplift force P/number of fasteners Botts: = Pf/(270,000 D".5) (NDS 10.3.6);D=bolt diameter Nails: =on, fromSDPWS Table C4.2.2D using Pf for Vn and values for Wood Structural Panel Shrink- Wood shrinkage= 0.002 x(19%fabrication-10% in-service moisture contents)x Ls Ls=Perp.-to-grain length between fasteners subject to shrinkage,shown in Storey Information table Crush+Extra-0.04"wood crushing at compression end of wall segment plus extra displacement due to mis-cuts,gaps,etc. Total do= Elong/Disp+Slippage+Shrink+Crush+Extra Hold Det?-Horizontal deflection= h/b x da (4th term in the deflection equation SDPWS C4.3.2-1) h=wall height;b=segment length between openings;h,b values in Deflection table WARNING-At least some hold-downs do not have displacement values for the thickness of end studs selected,so additional jack studs or blocking required. 33 WoodWorks® Shearwalis Gross Electric.wsw Feb.9,201713:36:33 STORY DRIFT ri id seismic desi n Wall Actual Story Drift(In) Allowable Story Drift Level Dir height Max Line Max Center C of M C of M hsx Delta a Ratio ft dxe dx of Mass dxe dx ft in Max C of M 1 10.50 10.50 3.15 N->S 0.15 1 0.60 20.00 0.14 0.55 0.19 0.17 S->N 0.15 1 0.60 20.00 0.14 0.55 0.19 0.17 E->W 0.21 A 0.82 30.00 0.21 0.82 0.26 0.26 W->E 0.21 A 0.82 30.00 0.21 0.82 0.26 0.26 ASCE 7 Eqn.12.8-15:dx=dxe x Cd/le Deflection amplification factor Cd from Table 12.2-1 =4.0(E-1111),4.0(N-S) Importance factor le=1.00 Legend: Max dxe-Largest deflection for any shearline on level in this direction;refer to Deflections table Line-Shearline with largest deflection hsx-Story height in ASCE Table 12.12-1=Height of walls plus joist depth between this level and the one above. Max dx-Largest amplified deflection on level in this direction using ASCE 7 Eq'n 12.8-15 C of M dxe-Deflection at the center of mass of this levet,-from interpolating deflections at adjacent shearlines. C of M dx-Amplified deflection at center of mass using Eq'n 12.8-15. Delta a=Allowable story drift on this level from ASCE 7 Table 12.12-1 Ratio- Proportion of allowable storey drift experienced,on this level in this direction. 34 FIRE MARSHAL'S OFFICE Toum of Queensbury 742 Bay Road, Queensbury, NY 12804 " Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Gross Electric ER � COPY CO-000285-2017 6/20/2017 2520sf office addition The following comments are based on review of drawings: • Verify fire extinguisher location • CO detection required. Also needed in existing office building if not already present • Verify operation of exit / Emergency lighting • Lock/ latches compliance w/ Chapter 10 IFC 2015 • Truss ID needed at both exits, as well as on existing office building, if not already in place • Key for Knox Box • Fire alarm plan from contractor required, when selected. We will also need spec. sheets for all equipment and appliances proposed. i aelJPame Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office - Phone: 518-761-8206 - Fax: 518-745-4437 firentarshal@queensbunj.net - zuwzV.queensbury.net CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: GROSS ELECTRIC,INC. REPORT NUMBER: 1 :PAGE#:1 27 SILVER CIRCLE INSPECTION DATE: 08/15/17 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1122.002 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.JOSEPH GROSS AMBIENT WEATHER: 80's:P.CLOUDY PROJECT: OFFICE ADDITION:GROSS ELECTRIC,QUEENSBURY,NY. OUR FILE LOCATION: 175894 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:NORTH WALL;WEST WALL,NORTH HALF PLACEMENT LOCATION OF LOAD# 2: FOOTING:WEST WALL,SOUTH HALF;EAST WALL DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 4905/ 821251 4588 / 821252 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 10.00 / 20.00 TIME CONC. BATCHED/ARRIVED: 2.09/ 2.25 2.50 / 3.05 TIME PLACEMENT BEGAN/ENDED: 2.30/ 3.05 3.15 / 3.38 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.93 0.80 SLUMP ON ARRIVAL (INCHES) 4.50 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.50 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.60 UNIT WEIGHT (PCF) (SPEC: ) 148.32 CONCRETE TEMP. (F) (SPEC: 45 - 90) 80 80 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 175894- 175899 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I.@a 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 08/16/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 175894 08/22/17 7 43,800 3490 COARSE AGGREGATE#2: LBS. 175895 08/22/17 7 41,250 3280 COARSE AGGREGATE#3: LBS. 175896 09/12/17 28 FINE AGGREGATE: LBS. 175897 09/12/17 28 ADMIXTURE#1: OZS. 175898 09/12/17 28 ADMIXTURE#2: OZS. 175899 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY -.-7-'.— TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: GROSS ELECTRIC,INC. REPORT NUMBER: 2 :PAGE#:1 27 SILVER CIRCLE INSPECTION DATE: 08/16/17 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1122.002 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.JOSEPH GROSS AMBIENT WEATHER: 70'S:CLEAR PROJECT: OFFICE ADDITION:GROSS ELECTRIC,QUEENSBURY,NY. OUR FILE LOCATION: 175972 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:NORTH WALL;WEST WALL,NORTH HALF PLACEMENT LOCATION OF LOAD# 2: FOUNDATION WALL:WEST WALL,SOUTH HALF;EAST WALL DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 4905/ 821291 4584 / 821292 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 10.00 / 21.00 TIME CONC. BATCHED/ARRIVED: 2.34/ 2.48 3.05 / 3.15 TIME PLACEMENT BEGAN/ENDED: 2.54/ 3.30 3.37 / 4.06 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.93 1.02 SLUMP ON ARRIVAL (INCHES) 4.00 4.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.00 4.50 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.00 UNIT WEIGHT (PCF) (SPEC: ) 147.64 CONCRETE TEMP. (F) (SPEC: 45 - 90) 80 80 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER 175972- 175977 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I.r7a 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 08/17/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 175972 08/23/17 7 46,250 3680 COARSE AGGREGATE#2: LBS. 175973 08/23/17 7 44,500 3540 COARSE AGGREGATE#3: LBS. 175974 09/13/17 28 FINE AGGREGATE: LBS. 175975 09/13/17 28 ADMIXTURE#1: OZS. 175976 09/13/17 28 ADMIXTURE#2: OZS. 175977 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. - - I I � I I i � - - I . I �; I I .1 I . [ � __ � - I �� . _t � . � I . I , I � I I I I I . - � . t:� � I .:�i 1� . .�':� �, , � . I I L , � I � - I i . - � - . ; � I .I � I . , � � . � , -- - - - I I � " 11 I I I , 1� I I '.. I ,- � I . � I I I . � 11 . I -1 , . I - i �Q-1 � � I , . . III , . �� I I - I - I � . � I I � I I . i I ! - - . Town OrQueensbury Planning Board � � I � I k I I� . : i � �� I � � , � � �. . � I I . I � I I - 11 � - I - . � � RESOLUTION-Grant Site Plan Approval , � - � � � - �, - i � � I I I � I - � Site Plan IlZ 140-2016 JOSEPH P.( I I � JI�OSS � J . �I 4 � � 4 - " . I . Tax Map ID: 309.17-1-17.2/Property Address:27 Silver Circle I Zoning: CLf i I I I � . � I .- . I I . I . ��1_1 i � I 11 I , . I i . I 1.� I I I . . �. I I . - - 'file applicant has submitted all aPP"c""O"to tile Planning Board Ii)r construction Oft'two-story 5,040 sq. fl. I, :� � . . I � I I � addition to the existing 69,095 sq. 11.Gross Electric Office building, Existing buildings and site conditions �i I I I .1 I . I I I � I w . . - I I I I : . to remain with no changes. Pursuant to 179-3-040; 179-9-120, Alterations to an existing building and I � �, .1 � I . . , I . I - - 0 - I � 1. I � I . previous site plan shall be subject to Planning Board review and approval. � I � 1�1 I - - - ; . � Jt i I .I - I I . I I I I � I il � I � I I- , I � I I I I I I I I �z !_ � I . . � . � - : ; , I PUCS1.1ant to relevant sections of tile '['Own Of QtlecllsburY Zoning Code-Chapter 179-9-080, the Planning . ,I ;�- : I � I I -� ,!:- I . 1 . . I , � I I I Board has determined that this proposal satisfies tile requirements as stated in the Zoning Code; . � I � , -�,I -.1 I I � I I I - . I i I . i. , I 1-1 � I I - � � � -, As required by General Municipal Law Section 239-iii tile site Plat,application.was retbrred to tile Warren . �� - � I � I . 1. I � . County Planning Department for its rccurnmendation; .!i � I _� k I 1. � . . i I � � - I .. - � I � I . � I .1 . I . I . . - . I . I � I I . I.. I � 1. I - I Tile Planning Board has reviewed tile potential environmental itl'Pacts Of tile project, pursuant to tile State , I - I . 1, I . . � I � . I �� z I . �� . � Environmental Quality Review Act(SEQRA)and adopted a SEQRA Negative D"laration-Determination I - - ! - � of Non-Significance - . I - t, : L_. i � � .� � . � I I 4 1 1 1 t . � : I I � � I . � I � - I I . I � . - The Planning Board opened it public hearing oil the Site plan application on 5/19/2016, and continued tile � I - I - � I I � - public hearing to 5/19/2016,when it was closed, . `�, 1, . - I � � � I � :I- - � . I : 1- , - I - I I I � � : � 11 - - I � � I , . I i - � The Planning Board has reviewed tile 'application materials stibinitted by tile applicant and till comilielits ,I I I I I I 1 1 11 -1 I . I � made tit the public hearing and submitted in writing through and including 5/19/2016; 1 ,I .- I .1 I 11 I , � I - .1 I � I . - � . I I . , � I I I The Planning Board determines that tile application cQuIplies will, tile review cousidetations aft([standards .�� . � � set forth.in Article 9 of die Zoning Ordinance for Site Plan approval, 1- 1,- � i4 � . I - i I I . I . . � MOTION TO APPROVE SITE PLAN PZ 140-2016 JOSEPH P. GROSS, Introduced by David Deeb *11 I I I � who moved lbr its adoption,seconded by Jamic White: , . �I t I k I - I I I I I I I .. � , � - - I- , _ , -1 , - . , - I . � � . 7 11 � 1-1 , � ,.,2� , � - -1 - � , , � � � , 4. " . -,,�,'��"-�,i::�A t�-, ,�. �, � ",- _-,�,71'�,I - � ,�� '..", ,- I., .1 l-'. `�,-_'g--14 . � , .. 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I � �� , , "- -,�I,- ,�,� ,, , ,. .,� . , �, �� . ; I� � ._ r_ � --:,� �:_�,�-; �_-. ;�� %,_-�`�,_,, , : - �I - , " .�_" - - , , d 11 � ,�,��_ . �1��, - , , - ,, , z ," ;-,�,_ , �- ,_-�� ,I 1�: , " ,1�, _." 1,I -I -Te,_. . , , -1 i �_ z � _�� , - , - � -_,A,;� -,,,. - , �� -, �. �.� " - � � .I,, �,, - � � , , ,_ __ , - _,�,�, '� I. �t, ,�� . __.", . I I _-� , - .. ..... � "' , , I : - � - � -__11"11...-`�1, - I __-�-1-11 211--1 , I , 1� ,��, I,._�A,____-'.` - � -1� --- � m �_m: �, ,: � ,; ; � I , . ZF 11 . - - . I , f Ito 118 � � - I I I . � I .� I According to the draft mOlUdOn preparcol by Statrwitft tile o wi : . ____4-__._� � - - -- , I . . - � . � . . . . . pl �_� � I , - I I I � � I, i I . ,� � � . I � .1 I -, , I I . I � 1) WaiVCfS requested grit nied/dQuied; . I I I� .. :, -1 I � - - -- I . -. ..-11 : I- �� I - . �. . � I . I I � )� � -I I I � - I . . i, I �1� ,� � ,� I . . I . I 1 2. Adherence to tile items outlined in tile follow-lip fetter sent will,this resolution. , :�_� I . . I I. � - � . I I - I . � � I � . I I � � I I . , I ''I � � 11) The iinlits ofclearing will constitute ano-cut buffier zoric, orange construction lbileing shall : I I . �. I � - __ �._I I � I � � I � I . � . � �� - I - � � I � � � t I �� I �� I'll, I - . -_ I I I I � .1 . I I I �� - I - - � .1 ., - . I . __--- .___._1_- � � I .1'',�� 11 � � . , ,, "I .W.-dox � :1:11i 11 - , - 11 I , ,I I__ . � 0*& --- -� - - �I� � I. -11 1-1.1-. � -_ � � -01"4&4 r_q-"1-AP�_1_ 11 - I �I --1.-_.1111z101iW11_,i_ " �. . � � I - I , T-�,`�� -, , I .�, � � I I, ��- ; �_-- -P�-�-- I be installed around these areas and field veri tied by Community Development stillf- - - , t. , m I �, - " I I 1114i _-_,i0_,. � - Z. � . �, " ,,,, �. I I I ,, , I � . I . I � I . -�: : � �,, -,, , -$ 11 - I I I - able,the Sanitary Sewer Connection ,)fall un st b b lit ed t W' I ,;� � . - z - I b) if applic, f ��o`,�,'i_,��,- I 4 1, I , I,!, ': I 7,;��'it. ,,�,'-. �, I I I I I c sit it I to lie astewater i�, -i � , I ., -"..1'e-',--- � _. I 51 .- , " -, ., , � ..'� - - I . - � - � o :I I - Dcpirtment for its review,approval,perruitfing and inspection; "I 1 _1, , ��- �� ` . , ,�._��___._ 4--,;l-,i,, re,-1, . . � I . i I I - � - - - - 111.4-11 - -I . . I I I � I � I ��_ � "i - n _i_"�-t��_�;T� , I "V ,�c ! � � I I . ,�, ", � �,,�:� t4tm� � I , 41, 'i - . , � - I I':-_�_�_-,-� i � I I I I .'�I i -� � '. "_ �� I �: - ��-,�",.i . I I I , -,tf., - I - � ��i - I I I I _,� z-�j�. , �-�," 1, .A �� 1 - - - (I . . 1, 1 4,,,�,� 1, �- -,-, 1�1�1" - i 1. ; J, � � ", -',, -F�,, . I I - � -_. -- I -� I - : � ,� � -�� - .... _,�f-1 , - � I __;,,J,,,:_,,X,- I I I . I e�1,At�i - :,_1_1�_�_i - I - . , .. ,, . ; �,�,,�,` � - , _. I � - in lee; .ii�',�!;,�,'w _ , T, � , t.nf . � I _.��F. �,-, � . ., � � I - � issued until the approved driveway perinit has been provide([to tile Ill inilig Off � (;) If curb Cuts we being added or changed it driveway permit is required. A building permit will not be , ,;,,, F�. ,��,,�-�,,,,�,,I�.-,-,,,�,�,':,, -I''.1 ��'� J� -, � . - I , � - . , - .w -, m,� - - � I � �, - ` r�t,�� I . , -, . I t I I I - -1_� � _ , � �, � , �, ,, ii .,��", I �, ,-� � ,�'. ,�;,� " 1.4�0 -. , --- a -" i�,__-- �t � ,_ I 1. I I . I � , - I " , .� I . � I - I �. I I . .. . , _,�, �,_ '. 3, ,� qto_,,�,a t.,-� -, ;t, ,�,%' , � � I - - I 11 . . ,q I d) If application was referred to engineering then Engineering sigli-off required prior to signature of J ". ,f �, ', " _� � ,-;;��-7�' ,___�-�`" --� _A,4�,_-�_�� . 0 1&!?'A', .I',, � -,-'- I � � � . -� Zoning Administrator o � - � ��,.�R-11_. , I ... . �,;,!, I - ":te -� - _� 1 ,,i , T 4 -S�.�jlllfl,�O� J, Ir :�ill 1;"� � � .1 1W 4* �".-Ii" � q ,�,� - . - � � � - - " ,- S I ! " 'I - . I t,*,� - ;i .,11"'v. - '! _,-, "', - - , ,�i � I �� . I f the approved phins; ,,, � - ir!3 - , ,�, ,-,- 'i ,-",,,._. I � � 1, � 11 11 '.X � , ;-"�- I 1- ,11, - - , - .. I -1 11 . � � . 4- -,, .-i � . I " . m 4 J� �, -" ", �", � ," - ��V_11 1 . 1� .. ; I�tl � Meta .,,'Y#�J I `r�_�.,'�, -, - � !1i 11- I -I I I . �tl - U'11v� � C) If required,thcapplictint Illust s -,______ ; � _. . . - " - � _-,- t -- tibinit a cof I� .1 - , � 4 ,, ", - � i .11 � ... ,� )y Oftile following to the'rown: t - `11 .� � i�ll " �, I- . - ; , � ,-,�1 ", :,,�,."p- e, " ��_z��Q_' . 1: � �, � . . � , I - i,-_,. �, :, 2 �"� - -11 , --:I � I �� I . . I I !� � I t �,, , � 1, � - . I ; - _�, 1� ---t 1, I � ,�� I _______-11__�t , � ____-__ I ( I ,,, Lt. fhe project 1,101(Notice of intell �� : I I I :. .:-�1� t : "k_----'i I E . � I .I. � I'lle- I � - I � I. i-11 I . I I I 1� t)fbr coverage under thecurrent"NYS(DL;C I-III Eo ,�1 �k� I I . '4i�"��-�f �11�4 �� 11, � -_41-, . 1, t . , - I , '. , �id I __ ;_� -, '� ,� I �- I - . � er .3 . �'I�' � � ", - A I . "__ vEkrfcm� (m YUV mwow ., 7. I .7� �, - I-, 0 . 11.,.�* ,I 4 i! i!-1 t� . I "I - I , I i In C011st, �, -, I . - I e_�J,-;" r% i, I., .- t..�_,1�I �� , 1�1' . . �� . 4 "., I - '-.- . � I SE' Nuity6w, I i� I "- . P 'flit 1*tul Metion Activity"prior to Ille start of atlysile work. -) General I 1, ."gq,-�'� - � .4 I _i� -1 4--,1-f - If , 'm - ,Y, I 1;(�Xjr�--1� 1-1 I I . I . � - �� - , b. I . _;1'__`;,f,-"7;11'` " �' , . - ,- , :�; I (,4jJ_ 0!mjt,jJk 1�i 1. I . I ! , " -1 -, - .� - I � I - ,L" ,'�- "�. Y, A� � ?I'*. I 1� � �I �, I �� __-,� I I m -i, I � .I� I _( -,�� -, .I__�,%,,t.' J, . Nu r, P10 , viyzv 1, 11 �,.-_ - �, �, , . I li � - I " --,it 1. I - . " .�0__-1 , 1, I � , . . I - - - ; I - I ", 'i I �; � �! . , I ";.. I _'w � I,,, -i li . r � \i6.1 1%, -.,. . ., 11 _"i, I . '1'110 IIPI)IiC' �,i�_��,�,��.� . liiil t "' - � I "I - � ,�,__ � �. , , 't _U(I . � 'file project NOT(Notice OfTerminatioll)upon coulpletion Of tile project; --,- � �-� I !z - 4� ij� ,,�, Z 4 . " . 11� � 1�111 At PQ I I At"" I )� -4 1 1 le I � . I,-% - � 11 .-z,. I - " . q, t � I - -:�,i,,:` � I , - .z" .,,j" I it , � ; . , -e -)" - - . I 11 A�l � � - � I I .� I ��"-__,:�, , ,,.�, - " �". 1, 'tit,oil their project site,Ibr reviow,by siall' � , - - � El E It� -4 -3-0 2-.;y I C' ant RJUSt Illaill'i I,II)h . I f . � ij � �1_1 "� �,� �-51 - ---� , ,` " , �11�, � �_ � I ��,,� � � . � -__1�-_ 1, --.j � , '. ,��_; , �41� . _1� �� r 4__.ii,____-�_-, , ___" I �11 " "'he"[)proved fill, "I's that have been s(amped by the'row* � i � I I , . . _if ,,, 1� I ti�,WJ 1, 11 Zoning Admillis 11 I �i � - - I:1� �_ � - ,1� j ��., I I I trator, Ir 11 � -� -7 I I V I _ Z �,ti � � � � ; ! � "I ,. ,� , " %1,�44- ,;, ;�'. ' . I `11�, "i '.. � - I - � I � I-` `� ��, -%,�L ,it, -."��i�,, �, �....I I I .1 , I -1. . � --:,-, I 1. � I I I I I � �V, -, . I- t. �, I lii_�_ 'It, 1, t " - -- �1111 .......... � " . I - ��, -,-- 11 '111) -4 ;,,,if _ IV" �, �, � Storm Water Pollution preverifio Ph ,I , - I - -�" I - - I I , , , - - ? I>11 'In was prepare I � : � 61 ,�,, � I ` � ,-A� - � I i I t .11 I when such it ph �z I �- 4, 1 t.I- t I �, I i� , . . ! --,,, �I ,� - , , - � , , ,,:,, ,_ I and approved; I , -"., : ; I _`,\ \ , � , , "llese Phil's"'List include the project SWppp( � , , � 11 ,�� , \ ` ( �_ ,� _-i, �� - ,,4� ,0 i t, ,, � , Oft,-�,i,� ��- ,-1 , I _,�,;.,_��, 7T�� " t, .� ; " 5` - i -1 - ;� I . q,,-�� - , , � ,,__,��I.,- I I I I - 2.;r_� I - � . , I .. � � __1 1. 11 A , ,�__ , , 1� I� _,�,1, ___ - I � "I ,�, , � IL - : li� I� i� I - � I",, _ ,- , � I � I ; 'i�, ,t_. ," � ,... , 11, 4i, , _` . I T . . \ �. __ � _,", - J__ ,� : -1 . . � I . � . ?I I - I. i 111.1-` . . - ,- I . �I � , � ,�` ,� L,�,: � �� t", , I�,I I- .1 _ �� k � - - -1 W "' - � / I , ..,�, I I _1'11 � 1� `-�- - I , I _.-F�- - . i ___, ,4 -j- � � ,�.- . - * � � 11 -1 �� "I . � � - I� , I - � r ' , .. ��t_ I I * , - -" � , �0;k , _to�� -��- � � _._ - � _ - 1- , - _ - I� . I � � , , � � I�_ I .1 � , �I, - -1111�1 "i -�, \ �, , : -, --,;�� I � - ,I . I . --T . - -,. 1, I I � i � -� -,ilt�,,� .".�- I 4' Permit,or an individual SPDLS Perillit issued for tile project ifrequired. ,.� _!', -1"_"Y� , �� - ,;,C!�;"rt'i - A ,��, "� ii. 'lite project NOI and proof Of coverage under Hie current NYSDEC SPI)ES General - 'S, � -E ' - � `��' , � .. �_t _I , - ill apProvc(I Plans,in compli. . I IT i 2 . .1� -1 _ : L.I., 11 , 1-11 ��,- �_� itl'j;�___l � 11;1;m�__ . ," - I) Fill, I ,,-.,,�, I �, - ,nice with the Site Plan,Illust �, � I. ,��,- - �� , ) I I . -il "I � L ,-,5.1 1 1 ,__ I I 1, I-i,--% 1� -1 r ,,� _� .1, . ��.,_ I - - I I , � -,-. .. - �,� . I be submitted to tile Conlioullity � 11 � '. ,,-, - , I ,� "I `�'11 �, 111�� , '&'A � ��" I - - - � � . �_ 1 ,4 ;, , - � , _. -1 � I C _�_ 1, �� i I I:',, ,1 �:,. :1 '�i " 1, 1- - , � , _�� I __ � - - , , - � , - � I. __1 I � � � � '. 11 -1 � - � I . i � z , : i , � 1, I- i , �_,�-,��,, I . . J)"clopirlent DePart"lent befbrCHUY flurtlief review by tile Zoning Administriltor or Buildingaild , ,-1- I ��;�� "I, I , I ,�__ "".-I � . N,N n�� "', "I,�_"' . �- �. � � I - � - I Codes P�rsonnel; I -P,. q1- * I I - .1, . � � -'�_ , �� I I � �- - I �: 0� I � I I r, � ., I - ' - � , -�4�"r� �, , A�� ,- - ;� �,', I � - .�, I � . - �_ � -�.� , - L ' I I 1, , -1 �. ,� , "', - o \ 1 I "I,- ,�-- - . � _ I I � , "i 1, � I I_. 1-t� , ,- �V, -1 - � I I 4 �'* I � I , _� - I 1� " %V, '2_-� �4 ,,,i� " - I I , ,�o �1111, �i� , . -____1 , -1� _N % ji - �': t , I I . __-11-,,I I - � 1 . - , - I 11 1.,_/ r I I _00� - , i and/or (lie be it'lling ofany site work; SSUarlCe Of Building perrilit _, ', L,t ��&' " " , , . , �,��4��_R,7_ a 1; � 1% o , 'i 1, _ , - � , � ,� Z�" , I I , - "- � , . �, ) X lvo_V 9) The applicant must illect will, Staff after approval and prior to i -.--�"� �-_,�`�I,. ,� ,� -* � 'r . I I- � � , , � , � - � , I �,-�,,;` �r- ,. __ I '_ - �, i, I- 1,A.'t � -- , � �----- �,Jv�f I."- I e g, 1, ' '�'��11� . t,1, .11 I , Sw 11 � I I , '. I I - I 11 __ �1, 161, � .1 I , , - - ,1, 't , I'll . - t� - -11 t.11"I.- I , E - - !.m 10, - -1 _ . . tk� � �,�'� ,;;4� ,,40,V! 1-1 70-- � ,�, - �A 1-, -- 11 I ,-" .,F .. I q I , . � � �i - -11 .. . __,1 - 1 11. .,� _",-,, , i',J� __11 � , ,11 1%.-,-,-�- �� _�_ ,4 Z�V�, - 1, I . � 1. 5., _�__ . __ I '.- �_� I � �t� � - __ ,� , ." , 11, W,6�r ,� I '� I ,� . - , T . _ _; 14t,1 1�1:� , - , - 11) ,St'b.seq(ietitisst,Etliceofftirtilerperiiiits,iliCiLiditigbuit(litigi)erl,litsisdel)etidciitoticoll)piaic wit], � - , ,, , L j- ,, � -, ,.�. - -ce � � this and all othe conditions otithis resolution; I I c ,- - ," -� 411 i : I ,," �.. - �, . �m '.�,\111--�. Ir - .I I 11,, � -, t,i�ill_�'It , 71 � I �,�_11? _�,�-, I 1� 1�1 qmi �...� '4�.�_---- � .1 � I .1 . � 4,- �_ _� *, i�Y � . .4 � ` I � 1 �it e�i�, . _____�Z��Z�,_,. �__ ,;,�� ,4 - - �wr? / I I'll - . I . I - � 1, �i n - X - � � . " - As-built Ph � � , , � , , , � , n -, �r� . I � - , - � ` il , � , - ., - i) �, ,_Z it - - - - �� ,_ ., i,;, ,�__f:::;;_ -- i 11� � ,�, 1. ill � - �, . � -, � . � . - , � , -, I , - , , - . � A � --"I ,- '� , -y�,1 , _ ,� I - I . M's to certify that i. , - . __ . ,�o .0 I" �-/ `,� I I tile site Plan is develope(i according .�, - �, I " � rrT1 I '.11 I i - Z,, " -,- . .z , 1, - I I � r , � � � � .,t Tfi �`I , � 1. - � - , ., - - 1� - - - - - -1 I � __�� ,> - � ; T -V ,�;i,. -_�""",*§ _'t, -I� i6 � I , - J ��,;�.4, , , I , I : Prio to issuance oftile certificate ofoccupallcy. to tile approve([Phil's to be provided ,�,,, I 1, �, _1049�. � I nr_� .f 011-1?kf or- .-. -�.: , I �,J,Q z f ,,4,W' , - � ,: "I - ; , -- _�I , ` V,',....J i I 11 '� I- I- .� ;; � I I � . *1 t�t w. 1-1- I'-I"'.I �'t.4� ,_ ,�i% ii'_� - - I - ,,,A,t . , , ,� 1i . _� ,", - % I . , ��J "",, - . . . �� , ..C 1 1 1 . .- , �ii,_ � Vl_�, g � ,I , � ,� �, . j) I '_ak. ;V 'L�', A '_--,A ?$1 P OW 110(ria I 11614t,V4 11 L I g-"A i ; I �, % �;�� i,� k� ,��-V,,T I ,_!'!�� ' I - I i� , -1 . "L`-, , .. , i � k -, �� I �', � � �, ".�, V , I , 11, � I ,-.+- �- ., -m , I:,_ , - , This resolution is to be placed in its entirely 01,tile final plans , 1 �3 3, , ." I -, , i, w� � -. I.�p -, , �-,;� I -*-n- , � I - , �� . .- , , '. I -,- '. . 1� I � �� 11 � ,;;, , ,�, .. " - �., I _� �,il� , �* . 'i'i � , oll - _____111 -, _ � � � � � k" - 11 I % - " � 1 7 � -, A � .�,�� -� ,�, ",. �-," . . - � �� .0-1- 1� - � , , , , - , � i,_9� t � , " ,_�� I i ` " I � �.� I _ - - i �a t.-, -" -.1 � 't 1� . . ,-!,V,)�k�,* I I ,I, ,.�I r - .� � -_111 I I 4061if- 4 - � �_-, �I ,, �, � r" �; , ,t-1(4 i�-A- I r, - .I � " '111 �t i'i �,-"j", I I I 11� I - I�,i��:,._-,- �- - ,�l -, i 't� �jz�, , " � ,, - - � ,,,., __ -1- .I- -�W, - _,� . ,�� I �,T. 4 �,4?��-_ ,; 4- ...... .- I . �� 'I - � ,I , . - -% I & m y - I I I 1p . . - , � I � ,A" "I X ,� L� , . I 1,Alf -1, it I- ,,,��, �: Duty adopted this 19"'day Of May,2016 by tile f)1lowing vote: - z� i ) 1�"? I , -, �, I ! _rt.5L 1 Ali o___ . � I � - . 1. I � L - . It - I ��% r- I . 11'e,,% Al� - , , I i4 � . t - -1.11 �- I - � * :-,�,i�,,; ,� �� ":&� . .� . r014 - W_�I ;Www 4 1", - � _f ,-,,t "L 1 "" . - � � - , . - ,4 f� �� I _�,�-- I �, V, - - - �.. z , � .. .1 _'� 1, - . i� .." N , AYES: Mr.Deeb,Mr.Shafi�r,Ms. White,Mr.M I i � 1 � �� _,,�-i,* . �,��_ I ..",- � I �" I I $1 I,"�i t I I I � � 1".., ,-�r� Z_ �4 .I - �_ - i I I I . ,;�am * .- �, 'h ". k I _��, � ,,ti,- ",, �,?,. I � �I,.�-,, % . P--* � I . . ,�. - .4. .1 1 -_,11, . . � . -19owall,Mr.I"crone,Mr.Traver,Mr.IfUllsinger . - - , , j, , ,- � �. hl, - I 1, _., � � I I � '�9 7 I . - - �I . L � � I �_ ,1. � - ,:. - -11;4,�,- ;� � - I .- I I 1. , * I I - , . � - , ., , ,I I 1� .I �:".il,,, - ,-1 I',4 k 'k ,�� 11 � i. ?w � , , � � - � . I - 2� !" ` , . �I � . , I . . . _1� I. I 11 �- . �, ; " . , -1 1. , , , - i � I - :,_ - . . I I . .11 - � I I I I . I I � � , � , I ; , 4 ,:-.: iL ,.��, _�' , , . 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I I � , �� ,� 'I'owliot'Quectlsbury742Liayttort(tQtlectisbtiry,NY 12804 (518)761-8238 � I , 1,4. - ,,.4 , - Bldg � ,� I .( i Zoning It"ard 0fAI1I)e,118-Rccord of Resolution $ ""NR ,, _,,, . * f � � ,.- "M� ,- VI * � - 1� � : -,;�-�,,,t. ax i,_�,�-,n,�� , . I - .. ' ' , ` , � � � , I a � -' , �`!" -� . � . I � - I - I � I I - -,�:':�AQ'Y I , -, '. I . �c �- '. I .1 I :-:- . _ ALR'.� -1 I I.. .. � . � - I- I ,;_:_Zmi,,�: %v,'�,�'�`_, I I _4,� �� I . , � I - ., - . � :4:7,_�"2, -',-,�� _ . . � I . . , " " I � - - � I. 1.��, - � I � � I I � - �, 1p.�,-, 12 I r I 1 6 T - : . I � I 'Ibivil id(Iticembaly i - I - -I r, . -. , � I :RFQUfRE,' NTS .,;�1�111 I :, ,_ -.,a "4( -1 I ._�, L , I , , , � . I ' �' ,'�� . -I- - �.A�l I � I ZONING 4, J MEJ - � � _�11 __� %� ' . � . . I �.,.,,,,��'-',-,,,-��-,�-,',',,,,-M,-�l--.�-,. _ `�� - ,,, ,., P�l4 '.,,, �� --- ..� 1. ; - - 4 ,: It- 4" . � �, ,� I - - ;" I I . ; . I ,,� , 1:17 .5 - I , - I � I I iIt , - ;F.-.I. -.-, - �, I i 7�%T?`,_ � - I _. . � _1 I � I I I I - " �J ,7 - ;1 --,�,_;--�_Jw��- .- � A I � , . � ", I I ;,5�k`4 G P�-ARC U51 J'0 V* , , �1, i 5", , J,A,1 17 if�,477, - � , " , ---lr I , ,�i 2 r I i -1- � __� _! - � 1� . � ., , . 1�- . 't � -i _, � � 1. I I- 7�?' 1V;fA'X11Ft? I Area Variance tlesviulioll To: U-A %-.;?14 W-0 � .1�1�1_1': ' - -.1-- I I� . - � -1 �I � �� .-fll' "'. , '4 1 . �,.,,,! , - r . . Jir_-(k�� I � :.�I : I 91 -, 'EcA-4A -I '!� � - �It�,',�;��;"i, 7�0 " -. I Luips , , I I Approve - ir-�41ectrlc 1, ,.-�'f';',� -- - , b c r ,��; -, -i-1- � -*'f- .r ,- I , , _ L I , . . - --ir - � .1�1 _f - f _r i�'-r_ 'J'AL I , I It � �� , 11 'J I - - . io (,.'�,4,, t 1, , , k � � , . I . I I k, '. - - .�-`,'�t'_�, 141 , _� I . C-1164�"NER v f � - 11 - `�-, ..:,;.r em .1 CU , ,W �iNOf, --TR - � , "Al . 1- - ,� , . , It- 11 � � ,)A I - � �, . : , � . , I � , . I I __ � I I ,L I I - I I I i , _ ." , � - : i VA VID �� . . I I � � -, , ,�:,.t_ - - I I ; l-, , Applicant Name: , , _ � , - . I- , -�� 1, -: - , W" I e�E/r f&JJ,#`f;jj?f_ . 1� ,, 'ti �� ,- t�L,,T�� . . , I - - lo I J- I . �111�A. li ,.It , . ", -I , I - . � Joseph 11.Gross . � ., - - I I ,� -- 1-"4 S't ,* -ti, __ ' � .1-1 �' � - , � '_ �� " � �t 1 _4,_�_M�re iR5 X�� Of Wo At� ii - - . � ,r -1- . z I-,-- �11 . . � � �! , � I File Number -0138-2016 1.r � '' 1. �- -4 -,1�� -,,�,_ly-,I.- _i- I , � . �_-�, � ,I "* .- - _ . I - I - ,I ,'' ", " ,�,�, . - , -." 40-bWo � . m I I1Z I I 'r. . , , 1 I-� I I ,,;� . � I ! � I .. - � , V�,�n :, : . � �_ I I I I . I - .1 �� k". , - ,". I .. I .1 I L-4 i�A� I - I . - � 4 � - . I � ,� I �� r.,� .��_ �� I � 11 I . I � � I I .�� I : I - r I . I __T11A I I �! I I I � ';t, I � , - � __ I I I I I .. " �_" I I I I ! . � I I I . I . I � , I " I I .--IV . 4- - ,� , . - I I I � -� I � . � . - Tax Mal)Number: - � ,,0 r r I ' - P"it-,)!s . 1 - A I � � , I . . E ,,_� � . . - I � , I Location: 27 Silver Circle-otfBig Bay Road FW ly- Sytl CX - SO ��.: , 309.17-1-17.2 _ tq 1, - P r 0,- ed I I I ! 11 - - _� __Wl I I - c __ � . . I r 1 � I . � I � _ I � I - � I I ZBA Meeting Date: Wednesday,May I 8,zo 16 :'�i 04- � JUAVX':5 1i, I . I . I � . . I , � -� . � f r_ ,�,_.,.�_�'':��.,,,_:,� I � I . I - , . . � . . ) I- T," i . _: � .1� - I I � I � � A - � . J � ,_� �, �, ,-,-�, - i � . � I . � �� . . . � I . I I - 1 I ,�,- - 1.�, . � . ,I � � . 1��. � I I I � - .�,.. . I �, , I � L I I I I , -"WA S' 1 4 1 ,! I '!�,-.rjop .1 - i I _q;- %, .1-11.r f J . . . I � . . I 'file Zoning Board ofAppeals ofolle,fown OfQuec,15 " 5EIYM, -- M --i�� r,,_ . i, a , � 1�1 , I ., A �- r � - I I I I 1i ,-, �, � � �, ,r � __ 1 � . . � , . -1 I r .r I � � I . . I � . I � I I 1. . I . � �,, .7 , I ,,,I -, � 11 . �I . I I -� � - -'� �"" � - I I I I � � I i , li- 4- ��_,�e_lkk_ , I I . .-� , �T, I , , r t __ I I ,. 1�_!, _., I.1 I ,� I. .1 I -w 1; t . . - I I I I I � ,' I I � . . I - I- I ,e f),��G�� 1�- �`�..r L� �*j!_1 � - .. � �I . I � �_ i I I . �, . , I � I I . I I __� � .. - I I '�� '�- 1-1- - . � , r �: , � ';� . � , � I I� - . .� � � , , - I � -1 -1 I --,,- . , - � - - .1 , . I - . . �,,m,_ �, , i . lyli J'�,& -, ,t-, I I .r:. -1,11 V -- : I � � ,Z� - ,E I 11 r r � I . 1, :, 1,- I I L � . ,jr A� 'i - 1 � , - I I % ; '' , I . ire'llents for the CLI zoning district. Site Phim new construe. - , � vd�� , , ,�, �, . � I �1 I I . � " " , , , � :r- I � � I . I I requ I I I I � I . building. 'I'lic existing bilildiogs and site are to remain with on changes, Relief requested front 111iniolunk setback ��_',�' -�,,�r�_ ' ViAf? bury has received all application fro",Joseph 1'.Gross. Applicarit proposes I I ,�100$5--1 of .1 ------- * t ' f��'�_ yfl'jo,�'I'ij '-�',r 7 , ,�Oe�2� ' "� - construction of a two-story 5,040 sq.ft.(2,520 sq.ft.footprint)additioll to tile existing 69,095 sq.ft.( , ""A, , "f I " � 0A _ - Of I I I .'ross Electricoffice -0 A I 1 i c-4 Addlitoon (� A � , - _ _ '_ I I 00JAD (, -a I _�. 11 ,1� . : I I 0 - L � , I ' ' - I . , I � - - � , _' � � �" : _ . q� . � I . I ' _ I . .- -1 _� : . ''. �.��.� 1 . 1- - � - I � 1, � - ,ion to an already approve(,site plan. I I � I _� , ;_ . I . I -1 . -. � 4"_ I � �, �0 1, ,- , I .� I--,.-- I �, . .I I . I � � , ' ' I . -. I - � ,.,,r'- . - 1 -7 .1�.4 7 - � I I , ,- r I � '. � I � I , - I � .. , r . I SE'QRTyl)0 I I-no further review required; MAX-IMUM 5VRX14110 M-1 � � . . I I )-r - . I k " � � ,� _�___"", � 11 - �� 1, �11 I I I I I ri ait,f-f r_`�"�, jj3f�" I Z �� 4 I I . : -, I . �L I � . � I � � _ - '. r I I :1 1, i .l . I � � . - - � -I�� .I � � �: . I � . WN IN 47 T ',r k _:�� ,�� ki - . � - �,_ . I � . _: I � �1 i",. 1. . I I I � -r, -. 'r. - i1chit � I - , I � E 5;P AX PARC _1-� 3W I 4 1-i-I t 2 1. . I I � . I ,I I r,1, . � fV10141140AV, PZIRIC�1511;", otvW4 _ -tg. . . . :I i I - , � I. . � "I I q A public hearitil, . !i _ , � I:_-_-- 3 . � r . , , __: t � I . I t I ': r 4 � I I .11 , .:,� . _ I , � � � ",,��, , " ",,.-,-- . - �I , " I ay.Miav 18.2016; . ftj�-`t`�i,_,$ �,, - , I � 11 �, I -.,_----", . I . , ,.j��_i , � 1� � . - . I: . . � , -1� �. I : il �i I ,was advertisedand held oil Wednesol, - - , t ' , � , , -�- - - i I . � - ��I I . I ,, I . " 4c., - ,Aio � , __ - &f I � I. 142- � 272, �d � it Ft'. �,� I -� , .__ ;_ . ! I � 4 L A �CAPJ I I � �� I '. ,�'!,,-,- ,'r_"__Jf_ I ''. -- . �� , , ��. 1 -5wi ,_ � - ii S � I � L 1 r . '. P,4 . , , �_ ; I . 'r � - �� , -, I L r. - I . " I � �,�,�_�tt,�'M, � � . . L I � . , � I � �� I �: ,_ ,� . � _ � , -1 - . I � .1 - - I 1� , Or'`- r I - " --.,--,, . I � I � � ,r . 1, , , � - t r . - I I - . 11 . 11 I � . I � I � ,�I � . :: I � � __ ��`I P1.9 . TS � I I -, if Ir e -j- J ; �� J3.43 At,'W- -, . -I i, ` -IT . . r . I r I I I� I � . Specified ill Section 179-14-OSO(A)of(lie Queensbury'fown Code and Chapter 267 of N YS Town Law and -iteria. A � _� � � I . . I . upon(eviQw.ofille application materials,in(brillalioll slippli,(I during tile poblic hearing,and opon coils iderat jot,orthecl L.am dso 0- � .J o G"A ' S-% � I - . � � I __ I- I i . I I I i 1 . " , __ t _. i -�,- 1'. , . I I i deliberation,we Ionlas tollows- after discussion an PARKING . I � I _: - r . r d 1. -__-._--1- " - � - " I � I i;z i -' ,I". I � I E : I I : . I . � . ��I'll I-` , . ) a. 1: k ,,� 4,-:,e-,, . - -1 11 -I�: I !I , __ , .. : r. - � I � - �. : . I - -i 0�4! - ... .. �* - " I ,,� w I , -�__�_ 1� - . . � I I - I � I I I I : fy FT - I. 1, I - :i.�'�i- . . � - - �� I . I - I I I - I I . I , . I I _I � � - _; -��kl" . . . I - . - -, -R r f- I .1 I I ! . I � I I - , - ,-�� I r . I � ' Ff � . I .,. � 40 �--'11 _,___,� � I .. I t - I ! . I I - I R,`,f 54(AL L V �`!-CT' k3l; ,�, - %J ., I I I � - . ,�.f` ' r I I � I There is not all undesirable chall-ve in tile character ofthe neighborhood"Of a detriment to nearby properties because it's hardly - I r,:,r I � ,�' � . I � - - � 1. , , 1��_ . ,�r��r I . . �, I . -f . , - - - I - ju � *11AY�1104- lt� "'Or"I'u"a, H if�il - I. r Win ow, f A , .0 )t . Lands e . _� Cr .m, � k� �i . I noticeable with tile size of tire building, `2 3010 �SP--(JFJPLOOR AREA I I . � -SECURI rle F414 1,;��._ _- -,--,7-- � I . : . '. I . � � li�,� � '' It � I - - � .- , I � . � I 51"At'it Of I I � . I ,__,��o E't ------�, �_ _� . � I ,_ . ,,;.1,% -�T. I � -�',�r�`r:" �� I - �I - 111, � . �, . The requested variance is,lot sobstantial. I : . - ,� . A&, � - 11-;-� 11 - -�, �: i I . _ __._11 :;�_ � ,,- I - . An �I . I I � ' I -k-, ___,� J,tA't� ,3� - I r "',.- ", 14-.; Gross I . I : -jF'SP A Ci-- - 14 SPA,9X- REQUME) % � _. _"_ I � - . - - , � 1� 1 Jo ',r-R :- � --t � A 2. it Small relief'. . I 'I i Z� - � : I �1___�, , 1", __ It's, 4070 �5r' f.XP,VilrN,0 CO-v t- � , U I I . - � 11 I - I � L_.,- � . I 0 � .. - ,7 ;_ I: � , � � 1 4 l.z � I � It-I � A0 ,rr --I __,_ .".- � '' �1�, i �� sr W-Y��4 c,?^Ilt 4 - J 5"PACES R EfXW: . a � - - " , - � , - `_- � I I I I . __A�� _-�, :11�?;`_ . . �,- I - I - I � *�__�- ,, - ,�z I-, ,, 1. I I - . � N . , ,---- t., :_;. - .�. . ,� r . ., I I , 1. , - �,-%�, ,��_t", ,_ "'� ,.-,,--.- _Ii I I .� I I ollintercial properties here. 'to Mi S"PlAst�ES R � , r I . 4'r ,� �-t_� I e._ _� ,-,,,, - � , ,.-",,,'�--- �r.,�" 'w_. � I I . C ,E(�VIAA�Q, j7 . � �-,:��"-1,-"��,,- ,� . � 3. "here i�not all adverse in'Pact ulk tile Physical or environmental conditions ill the neighborhood or district. 'rhm,sseveral � � )n--- __ ��_--,�. ,,__;, .�� -�, - . , I- %_1 . _ ., - I I r. � ��,_-.1--- " I � It will not be noticed. I I t X� � � 41 1 *-' ��_r_� -- -�--,��.-7i- " ' ` 'I '��,i"",-,,-.:,�,- , !-�-,�-,--,-,.:,��,,,'��,,-,.---1. � . i�j 1 � � �, � 1. , _�_�11 t. -1 I..", -,�' I - � I ,� - �t _1'_____ -- � �- t -, 1 _4 � ' - �,_ .",- I I -5 PR( � I . I i!ix ...__!�'� I 1� I I � - . � TGt4l, VACE MOM 2J . . 1, - .--_..._-,'__�� I i.- � .- 1. _� 17 1 � --',',.'� . ,-_ 1.��:_',,' Bldg D I . 4. *File alleged difficulty is scir-created, . �� .1 I LA11009 NzIF OF� I -, I �,,�-- �_-t--,�:�.,, ,�-,,�-.- ��,�, �, . - � - - � - � 1. - 'I-_ � I -- I ,� , ,-� "�� . - - -"i --- -,_irk:"'` ,, - - -, , , , , ., " , . � . , , , ,,�,� �, � '_'..-._', -,- ,�_� ::-��- I_— -'��."�,�:�--'��.,':-,-'.",',,',�',, , �;�,�-,�� 4,9 9;, I . - . .I � .� L Z.__,_.1-:� - -_11'r1-"",1`_'_'_1 � � � �, J t I , � , -1 . -1- I �,_ - - ,_� ADA ArCPS-S�18LE Df;�Irit i AN , � � - �_,.'�': I ,,_.:��,, -�: :�- �7�_ ,�, " , . � � I __ '��. -, i,_ � � . �,'.�_;�fi I"7-1 -_�,',- I , 10 fm y U C I � -, f Ct - , - � - fit . , , . � �kl , _ ��l _ - - -, , � - - I I A � , - � - �:, '; -,',� -: 5. likaddition tile Board finds that lite benefit to tile applicant fiOln gral ___,_.zZ=,'=,,' t, I,,, ,, � , - _,i,�.�_�', �1,-1_ , , I �-_, _-_��,_-�--, � Itilig tile reque5ted variance goold OLL _�-_�- � , -�:�:_i�:,�,:1..�_. _ z.-"t-I,,,,,,,,,�, Ift�,'r-',�, 1_ ', .,'�:___?,��_,-�.-I-, - �, I .- I : I . . I - I , , _, �_�,�:_,�,_ *, .. t, * , - -, r� :- � I . . � I. - I : __�_-.1 -11,11. - .�i 41 , I'- 11,��,,t,� - . ,�,�. �-. : -��-,-"�!;�,'--��-" - - � - I I I . �� 'M - :� _�',,," - � , -- I. 1. -. . I _tw L a ,11 tic � vi I I , ZE � I I �- 11 . , - , 101016113 � ej !LLpp Ova t I lx. . I - 11 . -.1 I - , �:_ 1- � - I - . � I � I r re -1 . I 11 _�, , . . -�,,. ., -,.",�� .. ,:,:I - � - - k,� � I . i I I I . . , , , , � I , �t�.t_1 �A, . 11 i, "A -_:,i.- -�OR -1 -- - I __ - - - . . ." ��.� , -��,��-,��_-,_l . . stilling delfillient to tile licalill,Saictyand%vQlt�rc ofthQ twigliburhood or community- - W_�_ Cr SP&,X'1,_- - 40,i k VW' ACCC�VJMI* I ) -'-" - g _t, I V" - 4 � , , , - � � , . I � I � - , �_ _W� ',_ I r �- ,1-:,-; -_,%��'.,`_�- �.�-.- , J -1 , - - ,:_.,��z��i,,��z,,_�,:�-_�,, �, ,� �,,-,,,--:'--,11; , �`�� - - 11 I I I � � --� -1- � .1:-,-��,�-",*�,_�'A�.'- ",, !,-"'_� ;"- ,-t�:1--",-,..-_,-�i..-�..-, - r I I I . I I ��;_.t 1. ..11 - 1'-111 N.,;,,1i__,',�-�':, - . I � . I � , . ei, 1. I �� . ��,- ,, I 1-T,� ,__ - ,�, - ---�, -� , -1 , :. � r . �_ , , , � I.4 I .. ,'' - ,:��,""., ,�,,_,,__,_ ___�_ I -111- � - - -- -- � � I :�. I I I � I� -I,"- I CE 5.1 1 4 � , - ..,._�.--��r -�, ,.- I --�_�t-11-1, , _,,,�', ,- r. z I � I 5,,�_ A � , W I i,A i, � A -, � � i�A, � .",: i- � _- 7,# � ,q�4 1�1 -1 , 6. � )11 i .�� ,,--,,,r,--�,,,._ , -1�,� - i I - _ I . , 1� I.,C,_ ,4., "�,�. 1� r. * ' '��_ �--� 3 I I I I � I . "lie Boarcl also finds(flat tile variance fe(itlest under cowidcratioll is file millinluill liccessafy; . : . . r � � I 1411, . fii, 0 �. - " - mrj � ,,!� ,, .�'_�:.��z' �A' M-0 - "r--:,. "-;! _: , ___ _ , 1�'' , - � � , I , . I I � . V �:. , �,';,i � .1, 4, ",;'. -1, -� , il 11 I ,�_ _ _ ._��,._i_ _ . I - , -",_,. - 1 4 1 1 -1 ;1.I�� I-, , - . _ - __4A A ;L.W_;��',_,:�� "__ [', �! 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I - I� � -�� ;_ -''-- -�- , ,,�,�--_-, 7" 4 i N'-_17-1�:�r*11�'2� I � -N , � �_ I I � . 7. 1 1 i k - I _�, ,- ;, ,i , , , , . � . . _11"110af(t also P170POse,s the following conditions: , - I ,,,�,Y,',;-- .- - - ----. - - ,�� ,,�--.j'_, �',--,� , ,�:_: �_I I � T1, , , I I _4i � � - PA V 0i ! � I )� �f,i, . I , � � . , - ' - , 1! . � � � � 11*1",A A � � I - - -.�,,- ` _-__`-i,.. -" , _-_,��. I � - ,-, �_� I � . � - " 1 1 - , . , � .- - -1 _� . - , , _7'�'� _� - , . �2t;�60 �_-,,, . ",`�__� ,, #_ -it."'D 1. _ ,-1 i - . . � ,, - 4,� , - :r. f ,�. �*'f� , �',* �_��.�".) � - . � I . I . - * - , � I. I � I.,�I i I_ �1- -.;,:- I , ; I - , ,. ': - - � ' '�r:�,i;;lr�]�_ ',-* . r � I a) Adherence to tile itell's outlined in tire JbIlow-up lettt�r sell,with this resolution, I � I I � ,- I . � I , �, ., � ,- I 11- I �� : - - - I . I - � �"._;'t_�_Z��_;.��.' t-�_i�'.'�",'_, r'. .1 � . '.,�,��__._, __'��_ ��',ti' � _%_4 .'-'4"-- ��; it- � . I , _ , - 1. , -1 .'A ,r_ .: _ ,- I��, ', 1� ' I I I . ._ , , ,, . . . ,,-,- - , -I I . . I �- - - _ ,_ _ _. ::� " � �,i�J,_ . 1;� ft.-- -, _-:. ,_.�,, I � ,� . �- - ') -t� - rA I.1 . , -��, -- - JMAL SWACEIi PRCVINE�D*u ,;q , 1�.3 r iL .. - _ _ I I rQN-4 ACCE-551ME REQ1 - � . I - . r:_,',�,.r.�-,--,-,'.'��'-,- ��,� , . . �1-1,� �:�,� %� ;,, - I,, I .,�r `,-.7-, ;.,I-fm - I . I I t_ 1� , -. . . - �� -Z-,- I , f� ,.i 44 1 1 � I . �% � � --, ., , ,�� . I , : . I . . . I 1. , 1. I I - I�,-_4.- I I , ,� ",1, �, �, I � I r r-:,-,, r I - 1, I I I I?,� -1- - - ,�.:�, ��- I . 11 I I . r , , � ,o,- ;_,`.i'�. ----",, �-:"'__�- .-",::-- : , _�, ,,7 ,��:�_��;'�r I, I � ,- � $Pxes AWY .�11 , - -, - r , I I - I .. , ;'�t � ._�,.�_ ,i .._.� '_ _12-1.- 1 - -1 � . I - __ ':- - I � - , k ;, , , , - �, I- . � I ' �::`A I'll�._ - -1 - - - I-1 - ;1 �� _"_ ` , Ditty ad -ollOwing vote: - . _)r_ Dlyrfifth I g - , _*- t . _:,--",��, t I i I oQiler�) . who moved tbr its adoption, VUV)�,, �J, ,I 1:-_.__,-�� .:, . , A . I � ,�, '� I , " 2- -,-; '� , --_�,_ -��. ,� P.Gross,Introduced by Michael McCabe, , NO.PZ-0138-2016 Josci)h ,, . I 14 I i�--�-�_-�,,-:�w , 1-I I 13ASED ON THE ABOVE FINDINGS,I MAKE A MOTIONTO APPROVE AREA VARIANCE wat" .t � T � I �-, ,: - ' I . opted this I 8"'day of May 2016 by the TGYKAL Acavllaf A I C ' �A 410.9, I I . I .,�,�� -."I . ��. ..' . I �,� I _r , seconded by Joint Henkel: , � ,,, ,I � I LIMIT ' I � t - - I .1.1, - ft � I .�_ . r"�- -, - - , I - -ill . �4 � . - , _d_',-' - - � � � . - .." -il _. I ,-4 , t It J , I . i, �,� .� � I "%'_: I'-, � . I . t 11 . I I I I i . li % - �, ,;il 11 . I � . I . - -- Iii . � I . 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I , � i ,_ � _1 _,:_;", ,- , .;�� - ", _��,,_. -:,�, , , - � ,. - " � � . , ---I __�. , ,��_�V,i� -,� -�,�,,� � , __ x'w � - -�- ;;�-- � .�,�,,-11 ,�_,r�__1� , , , � I�_ 1, '�_,�'_�a�t_� -I , ,'-._ - -;-`,,�,.�,`�", -;-,,�,,, - , , 'I"K Mal)ID 309.17-1-17.2/PrOpQrly Address:27 Silver Circle/Zollill :C, 'I � I - :�5!��;, , - . ., , ,,,��_�.,��__ , I 1 5!!V2 i � I . 11-_, � _ ' - - , , ��_ . �_ , E - - , 1, -4 , � ,, P, I 1i � *0- - �� ,j,�..�--� I'. , , 1�� I rZ:pt- - 1, , :-,:�"i-'-�:,��, - . I - -1 � " - - - I ; . - -- -- - ,,-.." _,::r,. - -1. �''�."t:"��.,-."*-�"",_'i._""�.-�J,.r i� . �. I � � I 1. I I 1. I -1 � � _%�1, - �� I -�',`�.,;.,._:-�,;��,.t ,-__,.�_�r_�. , �_�----.,-�� 'i,__!�. - ;, _-,,;,� :" , ,� - , i __; , - . J ; ,�7 -,,,, - I - -- I - - -, � -1 *P-11 -, ,;_ � -��-:.",�,-�,��,,'�i",,'�-',, -,'.-��,.,�,�,-_--':lr� ,.'.�'i��,__ i45 'title applicant proposes � I � � z;�_ m.--�� I , I"',,i.�i,,-',,_ ,;,� - ___.- � � I I I I I . . .. I ." � -, I q_ , . ,; - , -,,�, , - -� , � I I -�- I I�I - . I I - - __ � I 1. � - I 0i - 1- - - - , -, � , I - �- 1. , - , - �- � _�,i - I 0 ": .: 11 .""""", ,- j!�, ,F,.^-7-1 fAV_J-.-_-- �'e� '�,.4, _' -,,,". �,",� �; :.�-4�''.,� -,t-�:A.�,;., `�.� , . " - I ��,'� w ;WJfA-- , I , �i I -F-,. .� ,�, , ,!_..�-'-I- - , __ , t . .- , , , _�� - , �a i., Zi_�� I 1,-,�V I .-I'll . � 'I � - - I�' 110 111�0_; - �"__,-"__,-----,I" 1, , ,.� , , ,, � . I I , . __ y if.-:- - . 1.�, W I i � It i I� - _WA ,i _� . -1"_�., .- . , ,�,r - � . . � ; � "- , , , I 1 4 - - �,__ '...,�":�-��--1 1�"I-7, .�'.,,1- -91k,",-,---.", , 1: V ,' -4 - - - I 1�4 1 1 .3� :�Z" _ � . I wgt - 7 owww � I '� -,:�`i,��:�, -, ------ , , 4�!, . I - - , I , - -V, I I � ��, I � : 6, - I i� _�,__ ip i� . . � -�v _'_ _�_ h t . � � � , -- - --';, -," �_ _! ,'___"�"�I,i�`�.`__�, , -, Electric Office building. Existing buildingsaud site conditions to reluaill I - ;of-m - --� V __41 -1 1* construction Of it two-story 5,040 sq. II. addition to the existing 69,095 sq. It. Gross 0% LMO�;Wil�OP . � . .- - __ - � ,* -1 I - I _�,. - . 11 .1 , ': �--�:,�_-41k,�-, -,,-" - 11 ;;O� ", _ -,,-' f -1114, . -C I., .-�; i .11W lf� ., � . - ._-,1 I , - ��.� � ! I .I- . 11� I- I, ,--� . - . _-, ,�-- � . 1: - - � - __ z --, i" - 1_';:�,-�' 1.11.:'_-'. ,'J�tr 7'_��r,--- -'�r7' , 1, I , V_, ._ I I I . . _;�_ '&�"'�'_,"�,�`,�, %-'.!'�;Vi-�'�.' � �� -0 72W I _� . .. , , , - , � 4" � I I 41 1 ' ' , � 040; 179-9-120, Alterations to all existing building and Wit"'to changes, Pursuant to 179-3- i � I �,;_��-I �---- � � k . � .# 0--o :7 - I I -"-;-�,,,--,-�.-��.,�,-'-�,.-�f."!.-�.:"�--� io.,# �,-_�:,�,'--,_r- � , � , I ;MYES ANO HAYESj U CC review and approval. �'�. I � �<' - - 0.0 . �ili1z,t- . . , _��' ;,,� -_-��",,�;,�_ _ � i I I il;i� ,-- ��,- Previous Site Plan Shall be Subject to Planning Board I I--li: I - �;mt;;,Ae 1: .� .. �: ",# ,"" - i'. -i,,, . �_ � . , � f- "4, __ . - 4", ,-,.: . ,�,:,�,�,-Pi . - - ,_ , � �� I � _�rr �, , �, _ -1, ..1.-____ i� � �, , - - � .1", _. - _ � I � .1-11�:, -, - I r - � S, . , '' 'i :-��, __ - 7 ,�,_� I I " ,. ,._r-11�,.,,,�'�,.,rl��.�,,"'.7 ,1 ... '- 3, I . I � 1J.--, �,," -�, , - - �;-�,*, � - - - _�- � :., -;--t, , -�_ __ . _-_'-� -�,�,,i_,-.._!-,��q�t,--'�-'�,al,.��,��*-�.t��,'��,-""..-,t��.,--�-�� -11. _';�,' r, , ,� , - - I - .. - , - ,_ , _�r.5i� �� _:�.�', 5-1,, �r ,-,.,1,, _,,�".":. , , � .-_- -, .- " . , - , � _rl� . -� - � __�__" - _ -,,,-,,� , i" - - .-i - . � .. _�,�!',4i_4, � �. � "� " *�11'-- - Vit,AAAD.- � I � . _'.�! " , , �_ � . . 0 I I � .- -, - ,�: , _t�;-�,!�,��,-. _ _ - t �':�:I C I I I : I I �_, �, r- � , -1. . 4,,.,�� "_-,��,,. -.-. �-11 � ,4. -' - I *-.Z:�� I.- I -_ "I ', -,�_, � I ,-, : . 1 4 ., �!--,:- �, .,.;,!,A_'_�;`11; , �:---""-�:r-��,,,,,��,�-��,�!�;�.,�': _ - 17-�-11�11_ m 1 � � "'t.,� ,, , __�I !, -� � _14 !,�#, �� . � -, ,, � - _' - The Planning Board has determined that tile proposed project and planuillp .I I * I . ,�'.,,'% � - . , - -�,�.",`;,,.,-.,',-.�,f`. -.�"`,��- _. �. , Board a 1!% ,,� . IN, � J . , � _,'-, __r: _.,'_,, �_I . _1 I-�_., I I ,,I - - --_,,, �`2VI;_- I I - I. - � -, _ ,� ;It��., �,1 ".'- � I - . I � - ' ' �_" ' �` ��, ."- , 1. - - � -I , - I- " I I " -1-1i.1- 11 I , 11�1i__:::�,�. . - " I �� r .";"'' I V_1'___ - . ' 0 �, , I _il- �_ ' I I I I I , V--:. , - - ."I , a z , ' . - � : _� �__ ::r ;.:'" .",- �� - ', -, I ,. I o�!_�,,:--,� _.:_,�,'.1 , --'�- -�� , ',Z,�,,,, - I ,, -11, I _, - .- - '-- r - ,:; -,,,_,�� __ I,11 � ,�3"' : - :7 � � _� 7 � . , _ , , . � I - ;: - - _1_ . � _,,, �",,�,-I�.�I I 1, - ,__, "_��_�__� -ti4' �"I I'll ,_.,�,,�i .f�. I . I I `� I'A -1/I 11 - -, ` _ - , �, --ir� � _ �, -lie 1 . _g '14 I _ ,V ,I �0�11 I , � ,:i��:�_!", -�� ,-,-,,L, - under tile Sit -inv'ronluelltal Quality Review Act; action is subject to review ., � . . y , .,. � I ,.� � , i -ti4' � '' I . ,0. I , I 1- � _ - ''W._,i� 11 , - 11-i - I . - - . ,;,_- . I - � -;,., � - - - .. � - . . �Ii I I . %% � _. 4 - : . ,__ 1:;� - "�1�.";�,m !.t- � � . I t - �i I ,�I I - ,� - . , . I -1, . I 1� I -- � - ,�, , . 0�1 _;-1--g.�_ I I , 4-:- . . I " I �i � ?" I -1_�,'�! .__ " " . 1- -" � . - I �'W - r 4 1 A OWN MT OUR 001RA U04 4 , _ 11 , I � � � , - - A�;P ,� 'Jil,- 1-� �___ �r - � ?2� �tw . - r � � :f ", il?�,� , -',� .":_"_i,, I I �- � ,,, . � � � �, ,_ , , :, r . � �A I 1,--" ,- "I I � �, . - - -__-,�_,�,,,,��!.. � - _ , , I I c r . � - Q ,.. - , I � � I I I - . � T-i � I� - Ile-)1)(J - �r I..'p . .,. ��114, I� - I., !0,PA0'ANWAT1%Uh , .1 ,�� iff � 11 . � . ,�:_, ---,�-`""- - - - -4V � I I � I � . -I��,-, - - , �f � : . I � -1_ - ��.', �- ,� f4 I I " � - , I ,I I ": __ 1 77 �� _4 " � 1 i � 11 � ,% -N- �., - �T � 1 . 'file proposed action considered by this Board is Unlisted in the Departillent ofErivirounientill Conservation I - I ,�'* ""�, . L , . - . - Regulations illiplerneutilIg the Sta i �, � , .�� , _--;!, - � - � , , I � �_, . , Queellsbury; to r'llv'roll"lental QUaJitY Review Act and - �, - � -. I I 01, I - � - � . . I - . - � I . � - .I I-I--�z----._.,,,'�r.-t� T-i �I I . U I .� 481,5 - 11 I fQ091PARP " 00'ri'var'NOWN-14-5 1-4. ��le . , _ I I - . i � . . - ,f f�) , , tile fug"lati011s of the Town of r � � � � � - I �� I � I - -1 I� � . - � � � - � I , . �_' I � , �jrj�jw , I 1� , - I � - (11t V r JfJ?F,iJ(_,Cr - r I I ,� - I . -1 '3 Ui`1.3`41-24_" � il- � , - ��,_ 3 ME - t -, �,J�60, �- � . A I I - r . I - �- I - V44- 11 � )POSED � . - � I . I � . - I " � I I I . � . . - I. .. I , j � i, tr , - 1�-,1 0,404 I---- .'� � - .I � : I ---,- r � .1 . �, I _ .- - : -A,rlgW�, 1�11', 1:: I � "� .0 . ) -7 � I. � �, - - - -" 1. - �. il I .11 � . ,�L .�_ - �� I ... . - I � , ,' , ,f. � I AQ . ,I - - � I - I I .� I . � I I� �_ , -,-r* - -1 1, 1. . � _ I . - . �I �, - I... � I- I Ll ,I - , � - ��1 - .1 F . -1 -10-1.1-VEIV I I . No Federal or other agencies are involved; i i I � � _t S, , I v 01 ,,,- I, &A , . : � I , �, I r I -� I . - .I r I. I . I- If, , . -.- t - � � I I r �Z.� 1� . I _� . I J I _� '!:; I. . I I . .__ i� . . I � - - - i t - I � � I .:� � , ..W, � .. I I..I '. - .� , - ,- I . - �_ "I � ,-� - ,.ti, .1 � . . - I � I .I . i� c . . �, :IW 7 . , . __ . I- , I� I - ��,,- �" �...:;�. - - � AOR 'it _1_1 Part I ufthe,Short EAFhas been completed by die j1pplicaill; .I � . I - : � - --:�, I , I - 11 I -_: __ �_ � 11 -4 , 11111 � � .- �I� 4%,w ,4 �- �, I I 11� � . - . . i I - . .- . - � - � - I "; I � � , , , I . I �� -:,-I I � . i I I��11 -- �I-I ww-* - �, I � � . � , PAOP.----t . -� r- - I i I I I �� !1 - . I , - - ._ I I � '.I - +m_1* - � -T_ I - I I �� % -i z * . . - � - � - I - - �4� �--4.4 1 - � 1+ �� I- � : I I � � � .. 1. � � � 1�1 ..... - -I - � . R091"Iffff N, / - _� , . " . � 1�__ . � 1. � ..,�I� Ilk �t ,� . - � I . �� - v1s, .,,�� , -�- , I.Irk."Af � , : �WT� . I � , - I_ . - �0AX � "i,- "�,�� _,�- . I I ; I., � i I _� I I .I .1 11 � - --virl'A1 - 1- --'I I � I- . � . . I . � � ' a�4 i,- - Upon review Of tile information recorded oil this EAF,it is tile conel / �_ 11 , . t - N / - r V,tV1 .� I - � � I . � -, I . -,V , r�_ 11 � Board its lead agency that this project will result in no 3,gllif its'011 Of tile Town of Queensbury phillilill. �Itl_ - . �11 i� �I � ." l:- �.� _- "ml I , I Ic it . � �, 11 �: I,,,- / , - � .- - _j-- �11. �- .� I ", ,� 'i -.� 1� - 11 . _i, - -. - - -_. ,* �. and, : � :� � '1� I - �. - - � ,vo-11""" ___1�-4 1, \ i ____11_1 �i!i� . . - I I � ,_. � li� � . �_ I 14 - � __ - .7 , ._� �,,� 1, -� ,I �7-,- , , . I � - - � _1" - �_. . I __ :&�_. It!) T � __1161 , I . . - _- __ ___L - . --�---_ _ � - . � F- "��1.�_I �!*!�F�-�,,_.._:Z_lf __��t__'_ -, ; �_- . --'1.,-1-- - - __ - ,--- __ , , t- � 1-- - I - - I '_" . :I � . r ,. r- ,d - _ - I . . I - - :_ 1, ;-,i- --Z'-� `�-�`,�',. -_,-�,�-.,_-_� � . '�,_ �_.. , , ,� - - .7 -- "' - 7� -7. � N� �I 1�-,ii . � P. � � �--, , - , �', ��_�,-- ___,_��___ - I - - �7,:,I . � , I�.f I I- - � - .1 � �, - � - - 1 " issued. . 1_� - - . - I ./ I _' I , _ , I , - - � ,o, � ,-- ,;�__-k `-�-rr��_7L,*��:r,�5�. -il ,� � - - ,� -_,#�-�.-�;�7 �. �, __ t - ental impact staternent need not be prepared. Accordingly, this negative declarati �I - ��_ , - - '. , � .. I � _. -_-�� .- ". , , -- ", � � t1lefelbre, mi envirolun at adverse impacts oil tile ellvirormient, - - - -,�- ---I,-�_, - . � --- -1 11_1�'It; -,.-' - .�r-_--� � � 1�'- � - . , &idi_�?. . , , - - - -i-o- 't-, .11 - _ - I - �:� ��'13_, . - ,- � - ,-..t,�,,- , I-.I�,,--,-,.;p- -, _Z.,�, - - - - �,'T-5-_k- - I_ , �` ,:4��t-,'.,,�, --,_-, - ,-,-- - , ,, , ,, , , --- � . 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I 11 � �_ ' � FOR SITE - --- - �� , - . , �:__:- _:"::I .-"�, � �, - , I - � . � bkom -Tl,.,--'" I - � - -ri* I ,0111111 Irlim 4, " ��__ - - �- � �-`-, I - - :�' : Z* , ��;- � - low!.rl' , _r � .-� " __ r - -i� -`,�.v' - - , - - ` --,� �L��, -� --I------ �_____L� , , - , �!-,�__'�-":,F--I- , � � - 11 -,-_��-.�,_�.:� , - 'IL� �� ,,, �-, - �-v,t -,,�i,tt- - - ; K � , �, ��, , - � �� "," __ I ,�i-i':."" .. �_, ��r- � � I I - _�� =,�� -_,�,,�,,�', �� L t.,�",,_'i�,��, - � _. - ,,.� ,�P_ - - - � �;:, r - I - I- - � ,.,I- , . jr, � _w 11 1,�,--t-,-,,�,,._,-,,, � I - - _� _,�_.,�_�,: __�_��_--�.-,, - . I � � z_�- :r I ; I .. 'T .. � � ��, I' ,,��- �R-�Ik, ,, --- X , - �Qm _#z:A �"��_ �� ,"'i",,It'l,�___. ..,�_ , ,".-, MOTION TO GRANT A NP r _� I , - - , , , - - i: , �,,-t-,--,.-!�i,N ��L . - ,. k ft.C9*1 7 � , - � , , , -, , I I - . - b . - - �,, - - - _� � " �_ __11- 11: 1- �_ 4 : 1:t-. , - - , . � , . , - 't Tor 4 yo , GATIVE DECLARATION PLAN I ,��I, , ��,I �,___- -� - .,,,'-- � " ..�..--" . I__ - ": . - . .. - ", , - � - �, ': . - - ,: -� - I � � , - , , - - , � r � - . - � - _ I J ,�i . �,". . --�-,� �� 7 I I- ;r 11 - � , , . 11 -, - 11 I 1 '". I I- � . � I I - , - . � - i . � _11� - I— '11�,,_--1-r " � l- - ': , � ,%,, . - , �� __ ed by George F I I � I - - . - - I , �� . , r ,_ , � _", r t . - _� I. I. � � :::� - - I I - , -, . V�r^-'I" , � � �- - 1 �. ',- I _'. I I I :" - " ��, - 40, 7 � .- " i � �: . � � . r . �. 1, , :�r I - ,- ,_ - � -t t,�- 1. . � I - r I ,-!,�� _ I I � __ - - .., 1i . � - I � � % I , ryou - _�� - - - �-1 - _1 I - . ,��, _ � 1. 1. � : : I � �._ . ,. 1. 'L 'introduced by Davi(l Deeb who in r .140-2016 JOSEPI! P, �1' , I--- �. � � . ,-� �:-,C-,-,-,;, � - 6 VeL.501�k,i7d to_'�_`,:�, . ,/ - ��,�,_-_ _-_,,�-�. - . - - Li MS,S - --.:, . , , -,- r� - � ��. , � - ` I . . - � ,,,� o? � ma , . �, �: - - I-— _111iql� � � � � �_ � - � , .. oved for its adopfion, - ::��__.l I - 1.��- :J,_I 1.� , � I.- % �� , � -STIN - I __ � I _7�; , :", j � � . � . � , :,- - __- � , . , - - - - second , -, � : , miction, _- r - - - " ,1 - ... - . 1, 1. I � I � - �- � I � r . 1. 4� , �� I I -1;. � . 1 , ''I � - I - -j z ,"�" � � -, - m - �_- . 14' , �: - �:"�� 4- , �, I �. I - � .. .1 I I � . I r I . I _ ;� I 5 � - X, , .1 . , I � �, � � . - Jr _1 .1 - -i- , ,,,, , 11 , � I I - � I I I 11r, 1, � , . � � � �1, - �_,� . , ., ; 1, . I �I t...- . . , :-.4 . , �, - _- I r _ -------I- � .� � �I � - - . � I , 1, - , . � * ;�,�,I 'm, �, � � . . I i � 1�_� �- � :1� I I -I �. �,�I 1� � I I I I I I I� . " I I f , - " 4 ; -- . � t � '� � I - - *01* � � lr� .1," , - 3 - � -,_:4144100 0 & r , -, - _ _A- , � , �' ,�� I ., ,, - . � - . I ng A , , M I I ,. _�'i" .? R � � � � �, ,%-P-TW, Vsc . i, , I I I . - , , I � I - - I , -, I - , � . - ,� . 1. � A,f r � - E , . - I [!W�Ar ivl�61 , AN", - . , t � , i . ,,,, � - '� - , .,�, I I , '� : - �_-- I � . t,,CV . - WE YARV I ' f -1_. - i "' - � , .ik,-,�_0_� _,:,� � 1� . � , -��'�47CW WA � ,,,�� .;'��: � . . � � \ - �7 � I I � , , __ . - -� I- ;, ;. - � -.0 0 � : � :� - �� ___ , - � , , , , - - crone; . - : � -k _t� , _'- , ,:_ , �, i � __ I � , , - - � , ,_ - - I - - - - ' , tm aftetom k 11 _�� ,_ -1 - � .w I W__� T � � � As per tile resolution prepared by stilt ",_ , e�N.., � I�vf ,- r'�_ ��Rw � . f " I.1.1�,, . � I � - - � � � I , I/ � a Idl / 1� - " � ., -1 t* ,& 'ED � 4 rk.o:No I .- 194"irp# - - " � � ; �'I- ., - I <, I � I I . , I I 1 _41- 1 4- J.f � . � �111 I I I� I 1% . � - � I .. - � ;� ,, I "- L - I I 'r ; 't-o-, 'fi; J"q�;.r J -I . I ;, � I �� I 1 -F � I -,, . i� / k -KciiL Un Is �� 1, `4 _ , _ . k ,� - � I . - I I- PaftIfOftheShurtEAFhas been reviewed and completed by the Plannill"Board. �. I � 1 4 � I I- . S I I r All f ". �I I ,- __ _1 . _� 0 1 . . � � / L----' ��ii�J � , .1 . I-�� , , - I - : T 1� - . I : / _�N - � , , �rl . I - I .� � � 1.��_ ��'.� - I � -1 I * , - . I -1 , -1 . , .. � i . � I .. I � 4 . . I � - , I � ) � : , �� I . , -1 I i . � - I. " �..I" . . I � I i I .- - , � I - I I : I I-. I � - . -_:I. . I . � �. �11 I � . -I I � .I I,r� -.I �I* I 1 ,__ - moderate to large iolpacts. ! i I � - -i�l I - �_ . - - __ ` 2. Part [if 01, tile Short LAF is 'lot necessary because tile planning Board did not identify ,)(lie � I � ... / -, I � I N .. ��, / . -L.. - - I I� I , , - -�,,,I �. 4 _4 , I filially t . I � /`1 � �_ - . �I Ii.- - "N. , l i. I .1 � I i - I - �� I I / I I � I � ,I - � . _� - . ; - 4 , � I I . I k . - � �11 - �I; - - I - I Pnop. um.rr---,1 r -1 / I-/ - I - I �r. I - I , %% . I , � I , i . 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I, r Ir .I .I � � �,� , 11 � "' Ir 11-`6:1-0 F__ I I 1" I 1( ( ) I I "I - - - I 1� .1 ,,, , J r__�� , � - , r-` � � - V n I , L X I . � - � � I r � I � - - -1 . I I _ _ . . _.� I I � 11 I �i " I �! I I I I I I 11 I - .. - � - � I ! . I - I I I I Z. : � I I ��', . 4 - . I r I I . �I . .L � I - : - I T I I � I 1� I I"I �I - - I.1 j�, : � I r I. : �� I -1 . I I . I .�11 I 1�I - . -, - I I � - � , I . � I � � . � �, - i t � . - I - � I . I � . � : � I I r � I I CC-000Z415- Zo VI RUCINSKI HALL ARCHITECTURE �� , Ronald Richard Rucinski �\ .� Ethan Peter Hall �` ,`t 134 Dix Avenue ¢J(G Glens Falls NY 12801 P Voice 518 741 0268 Fax 518 741 0274 ; n S Email ephall@nycap.rr.corn /1 BUILT Special Inspection Report To: John O'Brien -Town of Queensbury—Code Enforcement Officer From: Ethan Hall Date: 15 April 2018 Re: Gross Electric Office Expansion—Building Permit 285-2017 At the above referenced project location this office performed periodic on site observations of the construction. All items appear to be installed in accordance with the construction drawings and subsequent revisions for the estimating office addition and canopy between the office expansion and the existing warehouse and are acceptable to this office. Additionally all new work has been done in compliance with the requirements of the COM-Check submitted with the building permit application and the provisions of the 2015 IECC. If there are any questions:sease contact our office. 0 Regards, t ,, * 0 ego,7 4,A,:. -)90' ECEDVEIN Ethan P. Hall—Arca�, ot4 _ AUG 14 2018 1 Luj Rucinski Hall Architee : lo'', TOWN OF QUEENSBURY BUILDING&CODES • C_1!EthaMIA1 Temporary Files\Special Inspection Letter-Gross Electric Office Expansion-15 Apr 2018.doc 1