Loading...
CC-000053-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 14i't Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: CC-000053-2017 Date Issued: Friday, September 22, 2017 This is to certify that work requested to be done as shown by Permit Number CC-000053-2017 has been completed. Tax Map Number: 302.6-1-49 Location: 819 State Rte 9 Owner: Robert Freebern,McDonald's Applicant: McDonald's This structure may be occupied as a:Construction of a new 3,900 sq.ft. By Order of Town Board McDonald's Restaurant TOWN OF QUEENSBURY Cross Ref. Area Variance 88-2014 and Site Plan Review No.75-2014 Cross Ref. Sign Variance 87-2014 j . 16&, Issuance of this Certificate of Occupancy DOES NOT relieve the 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-000053-2017 Tax Map No: 302.6-1-49 Permission is hereby granted to: McDonald's For property located at: 819 State Rte 9 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: McDonald's Retail-Mercantile-New $1,500,000.00 Owner Address: 819 State Rte 9 Total Value $1,500,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications Construction of a new 3,900 sq.ft.McDonald's Restaurant Cross Ref. Area Variance 88-2014 and Site Plan Review No.75-2014 Cross Ref.Sign Variance 87-2014 $897.00 PERMIT FEE PAID-TffiS PERMIT EXPIRES: Friday,April 27,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of urs A 17 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office Use Only Date: January 24,2017 Permit No. C-05 - 2_0v+ Tax Map ID 30 - -48&49 %<�. -� `� `/ Permit Fee Zone Historic? _Yes ✓ No R�e )V-1V Q c_ Subdivision Name NSA Lot# Site Plan# Subdivision# Project Location McDonald's Restaurant &3 U� 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 homes. This is in addition to the permit fee(s). Primary Owner(s) FILE �L E ��p� Address McDonald's 690 Canton Street Westwood, MA 02090 - Phone/Email Scott Buckley; Scot.Buckle y@us.mcd.com; (716)345-1242 Applicant „ same '��► �.� tt� � �! `��� � - Address Phone/Email Contractor TBD TOM oFF Bult. Address = Phone/Email Contact Person for Building&Codes Compliance: Steven Wilson steven.wilson@bohlereng.com Phone 518-438-9900 TYPE OF CONSTRUCTION ✓Check all that apply New Addition Alteration 151 floor sf 2,rd floor sf Total sf Height Single Family Two-Family Multi-Family (#of units_) Townhouse Business Office Retail-Mercantile Factory-Industrial Attached Garage (I, 2, 3, 4+) Other Reht,ild Fxis ing R staurant X 3,900 sq.ft. 21' Town of Queensbury Building&Codes Principal Structure Application revised January 2016 If commercial or industrial please indicate name of business Mc Donalds Proposed use of building or addition Source of Heat(circle one) Gas Oil Propane Solar Other Fireplace: Complete a separate application for Fuel Burning N/A Appliances&Chimneys Are there structures not shown on plot plan? N/A Are there easements on the property? Yes:National Grid access easment Site Information: a. Dimensions or acreage of lot 1.03 acres b. Is this a corner lot? X Yes No c. Will the grade be changed as a result of construction X Yes No d. Public water or Private well(circle one) Public x Private e. Sewer or Private Septic System(circle one) Sewer . Private Value of all work to be performed(labor or materials) $ $1.5 Million DECLARATION.- 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval 3. I certify that the application, plans and supporting materials are a true and complete statement / description of the work proposed, that all work will be performed in accordance with the NYS Building Codes,local building laws and ordinances,and in conformance with local zoning regulations 4. I acknowledge that prior to occupying the facilities proposed,I or my agents will obtain a certificate of occupancy. 5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: scop Buckley DATE: 7� SIGNATURE: --- DATE: For office use only Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Cocks Principal Structure Application Revised January 2016 Window Schedule Calculation Sheet Job Site Address: $1 q PL3 iA� q ,ewh S 6 tA,rtn fel y 12B p 4 Date: Al I Q_ 1-7 Owner: M c-1)-o V,t2Qj '5 Application No.: Window#or letter on plan W6L6v II W i No - 7 W E uE V Manuf Name kA a-Aam EEt2 tA Model/Type e%T1Ztm4c cc S-Taze S7-0( E STam-E F_I\t TPS W i N 3)vW W i t lDO W S'T6H r-90tA71rzo K-r F SYSTt✓M Unit or Block#Cell size Rough Opening Width r'i_ gir �$' $► Otf (1 _ S2rr +�10 v 41_0(( Rough Opening Height oil— (+ II (_ 0 If (z ,O V q ° — 4?r 2 f— O t I p v Sq.Ft. Vent KI/A N/#- N/p� I\j/teb, N/A IYA Sq.Ft.Egress/Clear Opening A6 5m)- N /A Kl/A- N/A ;Z 314.it NIA W/4 Clear Opening-width in inches �b �,�clses {,►/p, —MIA tiI A 3(, i h dkes N IA Clear Opening-Height in inches JS,25�,Ll W 1`�/A N ,[� S,2S'� N1 A (�(� Special Hardware or instruction Dro(Z ow'E N DQOt2 ofE a ft INSi P06 141% Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 Window Schedule Calculation Sheet Job Site Address: _ glq 910 u F • q QL&Cct h f&(A Y 0 (2'90 4 Date: 2l f 4.1 (7 Owner: I-t� Doy�oQd'S Application No.: Window#or letter on plan W 2 T E 7J-r c-uGy tatut Manuf.Name p.w NbE 2 `, Karem", Model/Type W+N DOW W t,40ow &-rua-S F Unit or Block#Cell size Rough Opening Width 4'—01( 4'—b i c) Rough Opening Heightro'_�If of S 3/4tI Sq.Ft. Vent N I P�, 1\1/A, Sq.Ft. Egress/Clear Opening 1A l N N r A H/A Clear Opening-width in inches N /A 1J/A N 1A Clear Opening-Height in inches NIA. NIA Special Hardware or instruction Town of Queensbury Building&Codes Principal Structure Application Revised January2016 NATURAL LIGHT VENTILATION AND EMERGENCY EGRESS CALCULATION SHEET Job Site Address: 1 q 20 up. R O uar, Shu Yw Wy 12-31b4- Date: 28b4- Date: RL, 4. I a Owner: Application No.: Habitable Rooms Area of Room-Sq.Ft. Required light Actual light—sq.ft. Required ventilation Actual Ventilation sq.f$. Sq.Ft.opening for 8%of room 4%of room egress 1110$ Sci• ft- low SC•. =t '45059' �t 44-•32 �_I 4r- sq-C-1- 4 G S9�-t 1►Gi��¢v, I o3$ s�.�t 83.O4 -S Cq- 41 -52- . G5 5ck. f� ,GtrC,9Ft Town of Queensbury Building&Codes Principal Structure Application Revised January 2t)t A COMcheck Software Version 4.0.5.3 FILE COPY Envelope Compliance Certificate Project Information Energy Code: 2015 IECC 302.6-1-49 CC-000053-2017 Project Title: McDonald's 1 031-0030 McDonald's Location: Glens Falls,New York 819 State Route 9 Climate Zone: 6a REVISED DRAWINGS Project Type: New Construction Vertical Glazing/Wall Area: 14% Construction Site: Owner/Agent: Designer/Contractor: 819 Route 9 McDonald's USA LLC James Gilsenan Queensbury, NY 12804 1 McDonald's Plaza URS Architecture&Engineering Oak Brook, IL 60523 New york P.C. 1255 Broad Street REVIEWED FOR Suite 201 Clifton, NJ 07013 ENERGY CODE COMPLIANCE 973-883-8668 RE CE7WED Building Area Floor Area 1-Restaurant(Dining:Cafeteria/Fast Food :Nonresidential 3941 MAR 2 7 Additional Efficiency Package lighting TOWN OF QUEENSBURY Reduced interior If g g power.Requirements are implicitly enforced within Interior lighting allowance cal ulation4RU[LDING&CODES Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget 11.11- or R-Value R-Value U-Factor Factorw Perimeter Roof 1:Insulation Entirely Above Deck,[Bldg.Use 1 -Restaurant] 3612 --- 30.0 0.032 0.032 Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 4 ft.,[Bldg. 254 --- 10.0 0.640 0.540 Use 1 -Restaurant](c) NORTH Front Wall:Wood-Framed,16"o.c.,[Bldg.Use 1 -Restaurant] 686 19.0 7.5 0.043 0.051 Front Windows:Metal Frame with Thermal Break:Double Pane with 235 --- 0.290 0.360 Low-E,Perf.Specs.:Product ID solar ultra-clear low-E Clear Insulating Glass,SHGC 0.32,PF 0.41,VT 0.60,[Bldg.Use 1 -Restaurant](b) Entry Door:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 23 --- --- 0.250 0.770 Specs.:Product ID Clear Insulated Glass,SHGC 0.32,VT 0.60,[Bldg. Use 1 -Restaurant](b) EBSI Drive-thru Wall:Wood-Framed,16"o.c.,[Bldg.Use 1 -Restaurant] 1306 19.0 7.5 0.043 0.051 Windows:Metal Frame with Thermal Break:Double Pane with Low-E, 85 --- --- 0.250 0.360 Perf.Specs.:Product ID solar ultra-clear low-E Clear Insulating Glass, SHGC 0.32,PF 0.80,VT 0.60,[Bldg.Use 1 -Restaurant](b) SOUTH Rear Wall:Wood-Framed,16"o.c.,[Bldg.Use 1 -Restaurant) 686 19.0 7.5 0.043 0.051 Rear Window:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 10 -- --- 0.290 0.360 Product ID Clear Insulated window,SHGC 0.32,PF 0.40,VT 0.60, Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01 Project Sites\New York\01-GROUND UPS\031-0030-Queensbun, Page 1 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck.cck Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorm Perimeter [Bldg.Use 1 -Restaurant](b) Door 5:Insulated Metal,Swinging,[Bldg.Use 1 -Restaurant] 24 -- — 0.200 0.370 WEST Non-drive thru wall:Wood-Framed,16"o.c.,[Bldg.Use 1 -Restaurant] 1306 19.0 7.5 0.043 0.051 Windows:Metal Frame with Thermal Break,Perf.Specs.:Product ID 168 --- --- 0.290 0.360 solar ultra-clear low-E Clear Insulating Glass,SHGC 0.32,PF 0.41,VT 0.60,[Bldg.Use 1 -Restaurant](b) Door 2:Insulated Metal,Swinging,[Bldg.Use 1 -Restaurant] 64 — --- 0.200 0.370 Door 3:Glass(>50%glazing):Metal Frame,Non-Entrance Door,Perf. 23 --- --- 0.250 0.770 Specs.:Product ID solar ultra-clear low-E Clear Insulating Glass,SHGC 0.32,PF 0.41,VT 0.60,[Bldg.Use 1 -Restaurant](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. (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope PASSES: Design 6% better than code Envelope Compliance Statement -- f_FtED Aqc� Compliance Statement: The proposed envelope design repr consistent with the building plans, specifications, and other calculations submitted with this p i lic he d envelope systems have been designed to meet the 2015 IECC requirements in COMche V rsio 0. n to with any applicable mandatory requirements listed in the Inspection Checklist. * 1.1 James M. Gilsenan, Vice President - i 03/17/17 Name-Tide ign r Date 02933 } N V {� Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01_Project Sites\New York\01-GROUND UPS\031-0030-Queensbun, Page 2 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury,NY ComCheck.cck COMcheck Software Version 4.0.5.3 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: McDonald's 1 031-0030 Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 819 Route 9 McDonald's USA LLC James Gilsenan Queensbury, NY 12804 1 McDonald's Plaza URS Architecture&Engineering Oak Brook, IL 60523 New york P.C. Additional EfficiencyPackage 1255 Broad Street g Suite 201 Clifton, NJ 07013 973-883-8668 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-Restaurant(Dining:Cafeteria/Fast Food) 3941 0.81 3192 Total Allowed Watts= 3192 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-Restaurant(Dining:Cafeteria/Fast Food) LED 1:F2:2 x4'Grid Troffer:LED Panel 54W: 1 28 53 1484 LED 2:F1 2S:6"LED Down Light:LED PAR 12W: 1 76 12 912 LED 3:F14:Streamline Pendant Fixture:LED PAR 18W: 1 2 18 36 LED 5:F14A:Stitch Pendant Fixture:LED PAR 16W: 1 4 16 64 LED 6:F14B:Market Pendant Fixture:LED PAR 8W: 1 2 8 16 Total Proposed Watts 2512 Interior Lighting PASSES: Design 21 0//0 better than code - Interior Lighting Compliance Statement `SIEREa[:a'q� Compliance Statement: The proposed interior lighting desi G fvd Tti y� ent is consistent with the building plans, specifications,and other calculations submitted with this pli h d interior lighting systems have been designed to meet the 2015 IECC requirements in COMche V rsi .0 a t m y with any applicable mandatory requirements listed in the Inspection Checklist. rtr James M. Gilsenan, Vice President - 03/17/17 Name-Title ig u Date Tho 0293�A Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01_ProjectSites\NewYorkkOl-GROUND UPS\031-0030-Queensbun Page 3 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury,NY ComCheck.cck COMcheck Software Version 4.0.5.3 Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: McDonald's 1 031-0030 Project Type: New Construction Exterior Lighting Zone 2(Residential mixed use area) Construction Site: Owner/Agent: Designer/Contractor: 819 Route 9 McDonald's USA LLC James Gilsenan Queensbury,NY 12804 1 McDonald's Plaza URS Architecture&Engineering Oak Brook,IL 60523 New york P.C. 1255 Broad Street Suite 201 Clifton, NJ 07013 973-883-8668 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Drive Thru(Drive-up windows/doors) 3 windows 400 No 1200 Main Entrance(Main entry) 6 ft of door 20 Yes 120 Other Entrances(Other door(not main entry)) 6 ft of door 20 Yes 120 Soffit Lighting(Illuminated area of facade wall or surface) 12 ft2 0.1 No 1 Total Tradable Watts(a)- 240 Total Allowed Watts= 1441 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. Drive Thru(Drive-Lo windows/doors 3 windows or doors)*Non-tradable W&UM LED 3:S1:Radial Wall Sconce:Other: 1 6 30 180 Main Entrance(Main entry 6 ft of door width):Tradable Wattage LED 1:St:Radial Wall Sconce:Other: 1 2 30 60 Other Entrances(Other door(not main entry)6 ft of door width)•Tradable`"Wattage LED 2:Si:Radial Wall Sconce:Other: 1 2 30 60 Soffit Lighting(Illuminated area of facade wall or surface 12 )•Non-tradable Wattage LED 4:Si:Radial Wall Sconce:Other: 1 3 30 90 LED 7:LED4-HE:Up&Down Accent Lighting:Other: 1 15 33 Exempt ExemptionAdvertising or directional signage LED 9:LED3-HE:Down Only Accent Lighting:Other: 1 2 25 Exempt Exemption:Advertising or directional signage Total Tradable Proposed Watts= 120 Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\Ol_Project Sites\New York\01-GROUND UPS\031-0030-Queensbun Page 4 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury,NY ComCheck.cck Exterior • • Design 84'. better than code Exterior Lighting Compliance Statement EREQ Q,q �5 C Compliance Statement: The proposed exterior lighting desi ment is consistent with the building plans, specifications, and other calculations submitted with this pli T ed exterior lighting systems have been designed to meet the 2015 IECC requirements In COMche r .0 a d t ly with any applicable mandatory requirements listed in the Inspection Checklist. James M. Gilsenan, Vice President j f - 03/17/17 Name-Title ig u Date 02838? _N &14 Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01 Project Sites\New York\01-GROUND UPS\031-0030-Queensbun Page 5 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck.cck COMcheck Software Version 4.0.5.3 Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Tale: McDonald's 1 031-0030 Location: Glens Falls, New York Climate Zone: 6a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 819 Route 9 McDonald's USA LLC James Gilsenan Queensbury, NY 12804 1 McDonald's Plaza URS Architecture&Engineering Oak Brook, IL 60523 New york P.C. 1255 Broad Street Additional Efficiency Package Suite 201 Clifton, NJ 07013 973-883-8668 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): Heating:1 each-Central Furnace,Gas,Capacity=250 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency=80.00%Et Cooling:1 each-Single Package DX Unit,Capacity=201 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=11.50 EER,Required Efficiency: 10.80 EER(12.2 IEER) Fan System: None 1 HVAC System 2(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=80 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency=80.00%Et Cooling:1 each-Single Package DX Unit,Capacity=51 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=17.20 SEER,Required Efficiency: 14.00 SEER Fan System: None 1 HVAC System 3(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=250 kBtu:'h Proposed Efficiency=80.00%Et, Required Efficiency=80.00%Et Cooling:1 each-Single Package DX Unit,Capacity=159 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency-11.30 EER,Required Efficiency: 10.80 EER(12.2 IEER) Fan System: None I Water Heater 1: Gas Storage Water Heater,Capacity:100 gallons,Input Rating:75 Btu;h w/Circulation Pump Proposed Efficiency:80.00 EF,Required Efficiency:0.43 EF 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 Version 4.0.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: GA11070590 - McDonalds\01_Project Sites\New York\01-GROUND UPS\031-0030-Queensbun Page 6 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck.cck James M. Gilsenan, Vice President ' 03/17/17 Name-Title Si u Date � ) 029�3 '3 N �Y 40 Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01 Project Sites\New York\01-GROUND UPS\031-0030-Queensbun Page 7 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury,NY ComCheck.cck COMcheck Software Version 4.0.5.3 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? I Comments/Assumptions &Req.ID_. -- - �_ C103.2 Plans and/or specifications provide all grcomplies Requirement will be met. [PR111 information with which compliance []Does Not can be determined for the building ❑Not Observable envelope and document where exceptions to the standard are ❑Not Applicable claimed. � IC103.2 Plans, specifications,and/or 2150mpIles Requirement will be met. 1[PR211 calculations provide all Information ❑Does Not with which compliance can be determined for the mechanical []Not Observable systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable i engineering standards and handbooks. iC103.2 Plans,specifications,and/or Complies Requirement will be met. [PR311 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the service water ❑Not Applicable heating systems and equipment and pP document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C103.2 Plans,specifications,and/or Ocomplies Requirement will be met. [PR411 calculations provide all information ❑Does Not with which compliance can be determined for the interior lighting ❑Nat Observable 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 216omplies Requirement will be met. [PR811 calculations provide all information []Does Not with which compliance can be determined for the exterior lighting ❑Not Observable and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed. Information d provided should include exterior j lighting power calculations,wattage of I bulbs and ballasts,transformers and control devices. IC402.4.1 The vertical fenestration area <=30 t�Complies Requirement will be met. I[PR1011 percent of the gross above-grade wall []Does Not area. ❑Not Observable r ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McDonald's 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01_Project Sites\New York\01-GROUND UPS\031-0030-Queensbun Page 8 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck.cck i Section � # I Plan Review Complies? 1 Comments/Assumptions &Req.ID! C402.4.1 The skylight area <=3 percent of the []Complies Requirement will be met. [PR1111 gross roof area. ❑Does Not ❑riot Observable &Not Applicable C406 Plans, specifications,and/or omplies 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) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McDonald's 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01_Project Sites\New York\01-GROUND UPS\031-0030-Queensbun Page 9 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck.cck Section # Footing/Foundation inspection Complies? Comments/Assumptions &Re+ID C303.2 Slab edge insulation installed per QI:50mplies Requirement will be met. [F04]2 manufacturer's instructions. []Does Not ❑Not Observable ❑NgtApplicable C303.2.1 Exterior insulation protected against omplies Requirement will be met. [F06]1 damage,sunlight, moisture,wind, ❑Does Not landscaping and equipment maintenance activities. ❑Not Observable ❑No Applicable C402.2.5 Slab edge insulation R-value. omplies See the Envelope Assemblies table for values. [F03]2 ❑Does Not ❑Not Observable ❑�,N,�Applicable C402.2.6 Radiant heating systems panels Lkomplies 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. 51 future connection to controls. Freeze ❑Does Not C403.2.4. protection systems have automatic r,tipt Observable 6 controls installed. [FO9]3 Not Applicable Additional Comments/Assumptions: 1,High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McDonald's 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01 Project Sites\New York\01-GROUND UPS\031-0030-Queensbur,% Page 10 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury,NY ComCheck.cck section �� # Framing/Rough-In Inspection Complies? Comments/Assumptions & Re+ID C303.1.3 Fenestration products rated in &2rcomplies Requirement will be met. [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products are certified as KaEomplies Requirement will be met. [FR13]1 to performance labels or certificates ❑Does Not provided. ❑Nat Observable []No Applicable . ... __ C402.4.3 Vertical fenestration SHGC value. Womplies See the Envelope Assemblies table for values. [FR1011 ❑Does Not []Not Observable ❑Not Applicable C402.4.3, Vertical fenestration U-Factor. 06omplies See the Envelope Assemblies table for values. C402.4.3. ❑Does Not 14 [FR8]1 ❑Not Observable ❑Not Applicable ----- C402.4.4 U-factor of opaque doors associated L Complies See the Envelope Assemb0es table for values. [FR14]2 with the building thermal envelope ❑Does Not meets requirements. ❑Not Observable ❑N tApplicable C402.5.1. The building envelope contains a Complies Requirement will be met. 2.1 continuous air barrier that is sealed in ❑Does Not [FR19]1 an approved manner and material permeability<= 0.004 dfm/ft2.Air ❑Not Observable barrier penetrations are sealed in an []Not Applicable approved manner. ,�� C402.5.2, Factory-built fenestration and doors L�d"Complies Requirement will be met. IC402.5A are labeled as meeting air leakage ❑Does Not 1[FR18]3 requirements. ❑Not Observable [:]Npt Applicable C402.5.7 Vestibules are installed on all building eComplies Requirement will be met. [FR17]3 entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High impact(Tier 1) 2 Medium Impact(Tier 2) 3 :Low Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01 Project Sites\New York\O1-GROUND UP5\031-0030-Queensbun Page 11 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury,NY ComCheck.cck Section --— - # i Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID' C404.5, Heated water supply piping conforms ❑Complies Exception:Requirement does not apply. C404.5.1, to pipe length and volume ❑Does Not C40435.2 requirements. Refer to section details. [PL6] []N�Observable of Applicable jC404.5, 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 t Observable I kt Applicable i 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 ❑N Observable MNot Applicable C404.5, Heated water supply piping conforms Complies Requirement will be met. i C404.5.1, to pipe length and volume ❑Does Not C40435.2 requirements. Refer to section details. []Not Observable [PL6] ❑Not Applicable C404.6.1, Automatic time switches installed to U60mplies Requirement will be met. C404.6.2 automatically switch off the ❑Does Not [PL3]1 recirculating hot-water system or heat trace. []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 ON t Observable <= 5 minutes after end of heating cycle. of 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 EINat Observable cycle. L�1Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ODoes Not that limit operation from startup to <= 5 minutes after end of heating Tat Observable cycle. of 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 ❑ t Observable cycle. RNot 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 through a cold-water supply pipe is a ,❑ t 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. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McDonald's 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01 Project Sites\New York\01-GROUND UPS\031-0030-Queensbun Page 12 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury,NY ComCheck.cck Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Red.ID r 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 EINot Observable demand recirculation water system. nNot Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a I 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 11 t Observable demand recirculation water system. of 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 �,,,,,t Observable through scold-water supply pipe is a demand recirculation water system. FrNot 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: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McDonald's ( 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01 Project Sites\New York\O1-GROUND UPS\031-0030-Queensbun Page 13 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury,NY ComCheck.cck - # Mechanical Rough-In Inspection Complies? ? Comments/Assumptions & Req.ID C402.2.6 Thermally ineffective panel surfaces of 08omplies Requirement will be met. [ME4113 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 JME3]3 close. ❑I et 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 [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 ❑Nol Observable of Applicable C403.2.3 HVAC equipment efficiency verified. t1iComplies See the Mechanical Systems list for values. [ME55]2 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.6. Demand control ventilation provided ❑Complies Exception: Requirement does not apply. 1 for spaces>500 ft2 and >25 ❑Does Not [ME5911 people/1000 ft2 occupant density and served by systems with air side ❑N t Observable economizer,auto modulating outside mryot Applicable air damper control,or design airflow >3,000 cfm. iC403.2.6. 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 ❑ t Observable fans to 50%or less of design capacity. of Applicable C403.2.7 Exhaust air energy recovery on ❑Complies Exception: Requirement does not apply. [ME5711 systems meeting Table C403.2.7(1) []Does Not and C403.2.7(2). FObservable otApplicableC403.2.8 Kitchen exhaust systems comply withmplies Requirement will be met. [ME316]3 replacement air and conditioned []Does Not supply air limitations,and satisfy hood ❑Not Observable rating requirements and maximum ❑Not Applicable e exhaust rate criteria. �� PP C403.2.9 HVAC ducts and plenums insulated. 2Complies Requirement will be met. [ME60]2 Where ducts or plenums are installed []Does Not in or under a slab,verification may need to occur during Foundation ❑Not Observable Inspection. ❑Not Applicable C403.2.9 Ducts and plenums sealed based on i_Xomplies Requirement will be met. [ME10]2 static pressure and location. ❑Does Not ❑Not Observable i ❑Not Applicable ## C403.2.9. Ductwork operating >3 in.water ❑Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [MEll]3 ❑W Observable Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01_Project Sites\New York\01-GROUND UPS\031-0030-Queensbun Page 14 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury,NY ComCheck.cck Section # ! Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID �C403.2.9. Ductwork operating >3 in.water ❑Complies Exception: Requirement does not apply. j 1.3 column requires air leakage testing. ❑Does Not [ME11]3 01�d Observable ONot Applicable C403.2.9. Ductwork operating >3 in.water ❑Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not ![MEll]3 ❑❑�t Observable 6IVot Applicable j 1C403.4.4. Multiple zone VAV systems with DDC OComplies Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. See the Mechanical systems list for values. ❑N t Observable �dNot 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. nN9+Observable See the Mechanical Systems list for values. _ of 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. See the Mechanical Systems list for values. ❑N t Observable 6dNot Applicable �C404.2.1 Gas-fired water-heating equipment ElComplies Exception: Requirement does not apply. [ME111]2 installed in new buildings: where a ❑Does Not singular piece of water-heating equipment>= 1,000 kBtu/h serves ❑Not Observable the entire building,thermal efficiency lot Applicable >=90 Et.Where multiple pieces of water-heating equipment serve the building with combined rating >_ 1,000 kBtu/h,the combined input- capacity-weighted-average thermal efficiency>= 90 Et. Exclude input rating of equipment in individual dwelling units and equipment<=100 kBtu/h. � C408.2.2. Air outlets and zone terminal devices Ezrnplies Requirement will be met. 1 have means for air balancing. []Does Not [ME53]3 ❑Not Observable !, ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McDonald's 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\Ol Project Sites\New York\O1-GROUND UPS\031-0030-Queensbun, Page 15 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck.cck Section I # Rough-In Electrical Inspection Complies Comments/Assumptions & Re+ID �,1 C405.2.1 Lighting controls installed to uniformly I,,1Complies Requirement will be meta [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable ❑N t Applicable C405.2.1 Occupancy sensors installed in gComplies Requirement will be met. I [EL18]1 required spaces. ❑Does Not []Not Observable ❑N t Applicable IC405.2.1, Independent lighting controls Installed Complies Requirement will be met. iC405.2.2. per approved lighting plans and all ❑Does Not 3 manual controls readily accessible and ❑Not Observable [EL23] visible to occupants. ❑Not Applicable C405.2.2. Automatic controls to shut off all Ei omplles Requirement will be met. 1 building lighting installed in all []Does Not [EL22]2 buildings. []Not Observable ❑Not Applicable C405.2.3 Daylight zones provided with ❑Complies Exception: Requirement does not apply. { [EL16]2 individual controls that control the ❑Does Not lights independent of general area ! j lighting. 0"Observable of Applicable C405.2.3, Primary sidelighted areas are ❑Complies Exception: Requirement does not apply. 1, C405.2.3. equipped with required lighting ❑Does Not 1, controls. ❑N9t Observable C405.2.3. �j j 2 of Applicable i[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 ��„t Observable i 'C405.2.3. controls. e1" 13 Not Applicable [EL21]1 C405.2.4 Separate lighting control devices for Oomplies Requirement will be met. [EL4]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable ❑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 automatically controlled and ❑Not Observable _ separated from general lighting. ❑�NNot Applicable E C405.2.5 Automatic lighting controls for exterior L�Complies Requirement will be met. [EL25]no° lighting installed.Controls will be ❑Does Not daylight controlled,set based on business operation time-of-day,or ❑Not Observable reduce connected lighting > 30%. 13Npt Applicable C405.3 Exit signs do not exceed 5 watts per 92complies Requirement will be met. [EL6]1 face. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) __----- Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01 Project Sites\New York\01-GROUND UPS\031-0030-Queensbun Page 16 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury,NY ComCheck.cck 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 "Low Impact(Tier 3) Project Title: McDonald's 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01 Project Sites\New York\O1-GROUND UPS\031-0030-Queensbun Page 17 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck.cck 1 section # Insulation Inspection Complies? Comments/Assumptions & Req-ID 1003.1 Roof insulation installed per ®Complies Requirement will be met. JIN311 manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed only where the roof slope is<=3 in ❑Not Observable 12. []Not Applicable 1C303.1 Building envelope insulation is labeled 6 L mplies 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 0.omplies Requirement will be met. [IN7]1 per manufacturer's instructions. []Does Not []Not Observable ❑Not Applicable C303.2.1 Exterior insulation is protected from C�C,omplies Requirement will be met. [IN14]2 damage with a protective material. ❑Does Not i 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 U4:16rnplies Requirement will be met. [IN17]3 insulation requirements cannot be ❑Does Not installed on top of a suspended ceiling. Mark this requirement ❑Not Observable compliant if insulation is Installed ❑Not Applicable accordingly. C402.2.3 Above-grade wall insulation R-value. &26omplies See the Envelope Assemblies table for values. [IN6]1 ❑Does Not ❑Not Observable ❑Not Applicable C402.2.5 Floor insulation R-value. _066mplies See the Envelope Assemblies table for values. �[IN8]2 ❑Does Not 1 ❑Not Observable I ❑Not Applicable C402.2.6 Radiant panels and associated ❑Complies Exception: Requirement does not apply. [IN18]3 components,designed for heat ❑Does Not C transfer from the panel surfaces to the occupants or indoor space are ,❑No Observable i insulated with a minimum of R-3.5. 4oc Applicable C402.4.2. Roof R-value.For some ceiling La{omplies See the Envelope Assemblies table for values. 2 systems,verification may need to []Does Not [IN211 occur during Framing Inspection. ❑Not Observable ❑Not Applicable C402.5.1. All sources of air leakage in the cc mplies Requirement will be met. 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked,gasketed,weather stripped or wrapped with moisture vapor- ❑Not Observable permeable wrapping material to ❑Not Applicable i minimize air leakage. _, m Additional Comments/Assumptions: T1;High Impact(Tier 1] j2.MMedium Impact(Ter2] 3 Low impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\Ol_Project Sites\New York\01-GROUND UPS\031-0030-Queensbun Page 18 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury,NY ComCheck.cck i Section # Final Inspection Compiles? Comments/Assumptions '& Re+ID; C303.3, Furnished 0&M instructions for Complies Requirement will be met. C408.2.5. systems and equipment to the ❑Does Not '2 building owner or designated 1[FI17]3 representative. ❑Not Observable ❑Not Applicable _.._ �,,1 - —... ------- C303.3, Furnished 0&M manuals for HVAC (�lComplies Requirement will be met. C408.2.5. systems within 90 days of system ❑Does Not '3 acceptance. [FI8]3 ❑Not Observable ❑Not Applicable C402.5.3 Where open combustion air ducts 6QComplies Requirement will be met. [F[51]3provide combustion air to open ❑Does Not combustion fuel burning appliances, the appliances and combustion air ❑Not Observable opening are located outside the ❑Not Applicable building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms are sealed and insulated. C402.5.6 Weatherseals installed on all loading ❑Complies Exception: Requirement does not apply. :2.5.8 7]1 dock cargo doors. ❑Does Not U❑lyt Observable 00t Applicable Recessed luminaires in thermal 20mpIies Requirement will be met. [F126]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled. Seal between interior finish and luminaire housing. ❑Not Observable ❑ t Applicable C403.2.2 HVAC systems and equipment Complies Requirement will be met. [F127]3 capacity does not exceed calculated ❑Does Not loads. ❑Not Observable ❑N t Applicable C403.2.4. Heating and cooling to each zone is Complies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [FI47]3 Minimum one humidity control device per installed ❑Not Observable humidification/dehumidification ❑Not Applicable system. IC403.2.4. Heating and cooling to each zone is U6omplies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [FI47]3 Minimum one humidity control device per installed ❑Not Observable humidification/dehumidification ❑Not Applicable system. ,����. C403.2.4. Heating and cooling to each zone is &(Complies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [F14713 Minimum one humidity control device per installed ❑Not Observable humidification/dehumidification ❑Not Applicable system. C403.2.4. Thermostatic controls have a 5 IF tsdComplies Requirement will be met. 1.2 deadband. ❑Does Not [FI38]3 ❑Not Observable 9Applicable C403.2.4. Temperature controls have setpoint plies Requirement will be met. €1.3 overlap restrictions. ❑Does Not [FI20]3 ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonaids\01 Project Sites\New York\O1-GROUND UPS\031-0030-Queensbun Page 19 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury,NY ComCheck.cck Section # Final inspectionComplies? Comments/Assumptions & Re ID C403.2.4. Each zone equipped with setback EdCompiies Requirement will be met. 2 controls using automatic time clock or []Does Not [F139]3 programmable control system. []Not Observable ❑Not Applicable ,C403.2.4. Automatic Controls:Setback to 55°F ❑Complies Exception:Requirement does not apply. 12.1 (heat)and 85°F(cool); 7-day clock,2- ❑Does Not C403.2.4. hour occupant override, 10-hour 2.2 backup ❑Not Observable [1`140]3 Wot Applicable i C403.2.4. Systemsinclude optimum start 52Complies Requirement will be met. 2.3 controls. []Does Not ?[FI41]3 ❑Not Observable i ❑Not Applicable C403.2.4. Systems include optimum start ❑Complies Exception: Requirement does not apply. 2.3 controls. ❑Does Not [FI41]3 ❑Not Observable blot Applicable 0403.2.4. Systems include optimum start QC'omplies Requirement will be met. 2.3 controls. ❑Does Not [1`141]3 ❑Not Observable ❑Not Applicable IC404.3 Heat traps installed on supply and ❑Complies Exception: Requirement does not apply. [Fl11]3 discharge piping of non-circulating []Does Not systems. ❑N t Observable hdNot Applicable C404.4 All piping insulated in accordance with omplies Requirement will be met. [F125]2 section details and Table C403.2.10. ❑Does Not ❑Not Observable [Not Applicable C404.6.1 Controls are installed that limit the ❑Complies Exception: Requirement does not apply. [1`112]3 operation of a recirculation pump []Does Not installed to maintain temperature of a storage tank. System return pipe is a EINat Observable dedicated return pipe or a cold water L Not Applicable supply pipe__ 0405.4.1 Interior installed lamp and fixture omplies See the Interior Lighting fixture schedule for values. [1`118]1 lighting power is consistent with what ❑Does Not Is shown on the approved lighting ❑Not Observable plans, demonstrating proposed watts are less than or equal to allowed ❑Not Applicable watts. ;C405.5.1 Exterior lighting power is consistent Deomplies 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 0408.2.1 Commissioning plan developed by OComplies Requirement will be met. [F128]1 registered design professional or ❑Does Not approved agency. ❑Not Observable []Nq�t Applicable C408.2.3. HVAC equipment has been tested to 26omplies Requirement will be met. 1 ensure proper operation. ❑Does Not [1`131]1 []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\Ol_Project Sites\New York\01-GROUND UPS\031-0030-Queensbun, Page 20 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck.cck section # Final inspection Complies? Comments/Assumptions C408.2.3. HVAC control systems have been Complies Requirement will be met. 2 tested to ensure proper operation, ❑Does Not [FI10]1 calibration and adjustment of controls. ❑Not Observable ❑N t Applicable C408.2.4 Preliminary commissioning reportomplies Requirement will be met. [F12911 completed and certified by registered ❑Does Not design professional or approved agency. [--]Not Observable 2tplies Applicable C408.2.5. Furnished HVAC as-built drawings Requirement will be met. 1 submitted within 90 days of system ❑Does Not [FI7]3 acceptance. ❑Not Observable �t Applicable C408.2.5. Furnished as-built drawings for Complies Requirement will be met. 1 electric power systems within 90 days ❑Does Not [F116]3 of system acceptance. ❑Not Observable ❑Not Applicable C408.2.5. An air and/or hydronic system 06omplies Requirement will be met. 3 balancing report is provided for HVAC ❑Does Not [FI4311 systems. ❑Not Observable ONpt Applicable C408.2.5. Final commissioning report due to 6kromplies Requirement will be met. 4 building owner within 90 days of ❑Does Not [F13011 receipt of certificate of occupancy. ❑Not Observable ❑_N�t Applicable 1C408.3 Lighting systems have been tested to LedComplies Requirement will be met. [F13311 ensure proper calibration,adjustment, []Does Not i programming,and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01_Project Sites\New York\O1-GROUND UPS\031-0030-Queensbun Page 21 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck.cck Project Title: McDonald's 1 031-0030 Report date: 03/20/17 Data filename: G:\11070590-McDonalds\01 Project Sites\New York\01-GROUND UP5\031-0030-Queensbun, Page 22 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck.cck FIRE MARSHAL'S OFFICE Tonin of Queensbury 742 Bay Road, Queensbury, NY 12804 " Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW McDonalds FILE Copy 819 State Route 9 CO-000053-2017 2/28/2017 I have reviewed the submitted drawings for the above project, and offer the following comments: 1) Fire extinguisher location(s) to be verified / discussed. A class K- Extinguisher is required within 30" off cooking line. 2) Verify locks and latches- shall comply with chapter 10 of the 2015 IFC. (International Fire Code) 3) Exit / Emergency Light plan appears adequate. (E2.0) 4) A Knox Box is required, Fire Marshal's office to supply key list. 5) Carbon Monoxide detection is required. 6) Truss ID signage is required. 7) Verify hood duct cleanouts, plans identify only one. Shall comply with section 506.3.8 of the 2015 IMC. 8) Fire Marshal's office to witness Ansul system test. 9) Fire Marshal to witness test exhaust interlock system (Dwg. E3.2) 10) Provide prior to installation a complete layout for the automatic sprinkler system, including hydraulic calculations. 11) Provide Fire Alarm plans prior to installation, shall comply with section 907 of the 2015 IFC and NFPA72. System shall monitor sprinkler system (section 903.4 IFC), Ansul activation (section 904.3.5) and RTU 1 & 2 (supervisory). Fire Marshal to witness test prior to CO. 12) Prior to issuing a CO, an EVAC plan shall be completed and posted per section 404 of the 2015 IFC. 13) Fire Marshall to provide max OCC signage for posting. Fire Marshal 's Office - Phone: 518-761-8206 - Fax: 518-745-4437 iremarshal@queensbun.net - ivi mqueensbunf.net 14) Provide premise identification per section 505 of the IFC. 15) Provide for Grease duct test per sec 506.3.2.5 of the IMC prior to use or concealment of the grease duct system. *Deuty Fire Marshal Gary K. Stillman 742 Bay Road Queensbury NY 12804 518 761 8205 garys@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 -flrenmarshal@queensbunj.net ■ wiviu.queen sbunj.net THISIP I T E P SITES TI io o 0 C � � June 19, 2017 E E v E David HatinFILE COPY � � ' JUN 2 2 20V Director of Building and Code Enforcemen Town of Queensbury TOWN OF cQUEENSPAR,'�, 742 Bay Road, Queensbury NY BUILDING&CODES Subject: ZIP System R-Sheathing Certification letter Dear Mr. David Hatin, This letter certifies that the ZIP System R-Sheathing that will be incorporated in the construction work of the McDonald's Restaurant on 819 Route 9, Queensbury NY, is in conformity with the approved plans, specifications and Comcheck. Specifically, 1-1/2"ZIP System R-Sheathing: 1. Meets the cont. R-value for the building envelope to comply with 2015 IECC requirements. 2. Complies with the building code- Section 2603.4 requirement of a '/z"barrier over all foam plastics on the interior of a building. 3. For all concealed spaces for arcade walls,provide 1/2" gypsum wallboard per Section 2603.4. Attached is the revised comcheck(Cont. R-value of 6.6) and System R-Sheathing cut sheet. If you have any questions,please contact Evan Scott, AIA at 973-883-8590 or at evan.scott a,aecom.com. Thank you, Jannaes Gilsenan,AIA Vice President URS Architecture & Engineering- New York P.C. 1255 Broad Street, Suite 201 Clifton, NJ 07013 302.6-1-49 CC-000053-2017 McDonald's Restaurant 819 State Route 9 REVISED PLANS URS Corporation 1255 Broad Street,Suite 201 Clifton,New Jersey 07013 Tel:973.883.8500 Fax:973.883.8501 www.aecom.com Envelope Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: McDonald's 1 031-0030 Location: Glens Falls, New York Climate Zone: 6a Project Type: New Construction Vertical Glazing/Wall Area: 14% Construction Site: Owner/Agent: Designer/Contractor: 819 Route 9 McDonald's USA LLC James Gilsenan Queensbury, NY 12804 1 McDonald's Plaza URS Architecture&Engineering Oak Brook, IL 60523 New york P.C. 1255 Broad Street Suite 201 Clifton, NJ 07013 973-883-8668 Building Area Floor Area 1-Restaurant(Dining:Cafeteria/Fast Food) : Nonresidential 3941 Additional Efficiency Package 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(e) Perimeter Roof 1:Insulation Entirely Above Deck,[Bldg.Use 1 -Restaurant] 3612 30.0 0.032 0.032 Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 4 ft.,[Bldg. 254 --- 10.0 0.640 0.540 Use 1 -Restaurant](c) NORTH Front Wall:Wood-Framed,16"o.c.,[Bldg.Use 1 -Restaurant] 686 19.0 6.6 0.045 0.051 Front Windows:Metal Frame with Thermal Break:Double Pane with 235 --- --- 0.290 0.360 Low-E, Perf.Specs.:Product ID solar ultra-clear low-E Clear Insulating Glass,SHGC 0.32,PF 0.41,VT 0.60,[Bldg.Use 1 -Restaurant](b) Entry Door:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 23 --- --- 0.250 0.770 Specs.:Product ID Clear Insulated Glass,SHGC 0.32,VT 0.60,[Bldg. Use 1 -Restaurant](b) EAST Drive-thru Wall:Wood-Framed,16"o.c.,[Bldgs.Use 1 -Restaurant] 1306 19.0 6.6 0.045 0.051 Windows:Metal Frame with Thermal Break:Double Pane with Low-E, 85 --- --- 0.250 0.360 Perf.Specs.:Product ID solar ultra-clear low-E Clear Insulating Glass, SHGC 0.32,PF 0.80,VT 0.60,[Bldg.Use 1 -Restaurant](b) SOUTH Rear Wall:Wood-Framed,16"o.c.,[Bldg.Use 1 -Restaurant] 686 19.0 6.6 0.045 0.051 Rear Window:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 10 --- --- 0.290 0.360 Product ID Clear Insulated window,SHGC 0.32,PF 0.40,VT 0.60, Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590- McDonalds\01 Project Sites\New York\01 -GROUND UPS\031-0030-Queensbun Page 1 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck Assembly Groat Area Cavity Cont. Proposed Budget U- or n-Value R-Value U.Factor Factar(a) Perimeter [Bldg.Use 1 -Restaurant](b) Door 5:Insulated Metal,Swinging,[Bldg.Use 1 -Restaurant] 24 --- --- 0.200 0.370 WEST Non-drive thru wall:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Restaurant] 1306 19.0 6.6 0.045 0.051 Windows:Metal Frame with Thermal Break,Perf.Specs.:Product ID 168 --- --- 0.290 0.360 solar ultra-clear low-E Clear Insulating Glass,SHGC 0.32,PF 0.41,VT 0.60,[Bldg.Use 1 -Restaurant](b) Door 2:Insulated Metal,Swinging,[Bldg.Use 1 -Restaurant] 64 0.200 0.370 Door 3:Glass(>50%glazing):Metal Frame,Non-Entrance Door, Perf. 23 --- --- 0.250 0.770 Specs.:Product ID solar ultra-clear low-E Clear Insulating Glass,SHGC 0.32,PF 0.41,VT 0.60,[Bldg.Use 1 -Restaurant](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. (c) Slab-On-Grade proposed and budget U-factors shown in table are F-factors. '3K Envelope N"��', b 4s ' Envelope Compliance Statement Compliance Statement. The proposed envelope design re r�i'�Ch ki@ is consistent with the building plans, specifications, and other calculations submitted with this r pp sed envelope systems have been designed to meet the 2015 IECC requirements in COMch k er 4. 1 d co ply with any applicable mandatory requirements listed in the Inspection Checklist. �r James M. Cilsenan, Vice President 06/19/17 _ Name-Title i t r Date ��`'"T• n• 02438±, �.�.� Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590- McDonalcis\01_Project Sites\New York\O1-GROUND UPS\031-0030-QueensburN Page 2 of 22 NY\DOCUMENTS\ComCheck\031-0030- Queensbury, NY ComCheck 2 R6.6.cck Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: McDonald's ( 031-0030 Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 819 Route 9 McDonald's USA LLC James Gilsenan Queensbury, NY 12804 1 McDonald's Plaza URS Architecture&Engineering Oak Brook, IL 60523 New york P.C. 1255 Broad Street Additional Efficiency Package Suite 201 Clifton, NJ 07013 973-883-8668 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-Restaurant(Dining:Cafeteria/Fast Food) 3941 0.81 3192 Total Allowed Watts= 3192 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-Restaurant(Dining: Cafeteria/Fast Food) LED 1:F2:2'x4'Grid Troffer:LED Panel 54W: 1 28 53 1484 LED 2:F1 2S:6"LED Down Light:LED PAR 12W: 1 76 12 912 LED 3:F14:Streamline Pendant Fixture:LED PAR 18W: 1 2 18 36 LED 5:F14A:Stitch Pendant Fixture:LED PAR 16W: 1 4 16 64 LED 6:F14B:Market Pendant Fixture:LED PAR 8W: 1 2 8 16 Total Proposed Watts= 2512 Interior Lighting Compliance Statement \���RE©�gC` Compliance Statement: The proposed interior lighting desig em•ip ent is consistent with the building plans, specifications, and other calculations submitted with this pe i is eF d interior lighting systems have been designed to meet the 2015 IECC requirements in COMchec si 0, nd t0 with any applicable mandatory requirements listed in the Inspection Checklist. James M. Gilsenan Vice President -;% i 06/19/17 Name-Title n r " Date ° 0243c 61 ti Project Title: McDonald's 031-0030 Report date: 06/19/17 Data filename: G:\11070590- McDonaids\01_Project Sites\New York\O1 -GROUND UPS\031-0030-Queensbun Page 3 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck COMcheck Software Version 4.k.. Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: McDonald's 1 031-0030 Project Type: New Construction Exterior Lighting Zone 2(Residential mixed use area) Construction Site: Owner/Agent: Designer/Contractor: 819 Route 9 McDonald's USA LLC James Gilsenan Queensbury, NY 12804 1 McDonald's Plaza URS Architecture &Engineering Oak Brook, IL 60523 New york P.C. 1255 Broad Street Suite 201 Clifton, NJ 07013 973-883-8668 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Drive Thru(Drive-up windows/doors) 3 windows 400 No 1200 Main Entrance(Main entry) 6 ft of door 20 Yes 120 Other Entrances(Other door(not main entry)) 6 ft of door 20 Yes 120 Soffit Lighting(Illuminated area of facade wall or surface) 12 ft2 0.1 No 1 Total Tradable Watts(a)= 240 Total Allowed Watts= 1441 Total Allowed Supplemental Wafts(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 Flxture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Drive Thru D iye-up windows/doors 3 windows or doors):Non-tradable Wattage LED 3:Si:Radial Wall Sconce:Other: 1 6 30 180 Main Entrance( Main entry 6 ft of door widths Tradable Wattage LED 1:Si:Radial Wall Sconce:Other: 1 2 30 60 Other Entrances(Other door(not main entry) 6 ft of door width):T'radable Wattage LED 2:S1:Radial Wall Sconce:Other: 1 2 30 60 Soffit Lightinllluminated area of facade wall or surface 12 21:Non-tradable Wattage LED 4:Sl:Radial Wall Sconce:Other: 1 3 30 90 LED 7:LED4-HE:Up&Down Accent Lighting:Other: 1 15 33 Exempt Exemption:Advertising or directional signage LED 9:LE03-HE:Down Only Accent Lighting:Other: 1 2 25 Exempt Exemption:Advertising or directional signage Total Tradable Proposed Watts= 120 Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590- McDonalds\01_Project Sites\New York\O1 -GROUND UPS\031-0030-Queensbur; Page 4 of 22 NY\DOCUMENTS\ComCheck\031-0030- Queensbury, NY ComCheck 2 R6.6.cck Exterior Lighting Compliance Statement ,RED agcy Compliance Statement: The proposed exterior lighting des MiS meat is consistent with the building plans, specifications, and other calculations submitted with this r p I i Ted exterior lighting systems have been designed to meet the 2015 IECC requirements in COMch k ersi 4.0 a d 'o ly with any applicable mandatory requirements listed in the Inspection Checklist. James M. Gilsenan, Vice President 06/19/17 Name-Title i to ' Date Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590-McDonaids\01_ProjectSites\NewYork\O1 -GROUND UPS\031-0030-Queensbun Page 5 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck r ; COMcheck Software Version 4.0.6.1 Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: McDonald's 1 031-0030 Location: Glens Falls, New York Climate Zone: 6a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 819 Route 9 McDonald's USA LLC James Gilsenan Queensbury, NY 12804 1 McDonald's Plaza URS Architecture&Engineering Oak Brook, IL 60523 New york P.C. 1255 Broad Street Additional Efficiency Package Suite 201 Clifton, NJ 07013 973-883-8668 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): Heating:1 each-Central Furnace,Gas,Capacity=250 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency=80.00%Et Cooling:1 each-Single Package DX Unit,Capacity=201 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=11.50 EER,Required Efficiency: 10.80 EER +12.2 IEER Fan System: None 1 HVAC System 2(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=80 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency=80.00%Et Cooling:1 each-Single Package DX Unit,Capacity=51 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=17.20 SEER,Required Efficiency: 14.00 SEER Fan System: None 1 HVAC System 3(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=250 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency=80.00%Et Cooling:1 each-Single Package DX Unit,Capacity=159 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=11.30 EER,Required Efficiency: 10.80 EER +12.2 IEER Fan System: None 1 Water Heater 1: Gas Storage Water Heater,Capacity:100 gallons,Input Rating:75 Btu/h w/Circulation Pump Proposed Efficiency:80.00 EF,Required Efficiency:0.43 EF 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 Version 4.0.6.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: McDonald's i 031-0030 Report date: 06/19/17 Data filename: GA11070590- McDonalds\01_Project Sites\New York\01-GROUND UPS\031-0030-Queensbun Page 6 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck \5ISSED � r James M. Gilsenan, Vice President 06/19/17 _ Name-Title Signa Date n 07293$ Project Title: McDonald's 1031-0030 Report date: 06/19/17 Data filename: GA11070590-McDonalds\01 Project Sites\New York\01-GROUND UPS\031-0030-Queensbury Page 7 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck COMcheck Software Version 4.0.6.1 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 —___._I------------ — ._—..—__. # Plan Review I Complies? Comments/Assumptions & Req.ID C103.2 Plans and/or specifications provide all mplies Requirement will be met. [PR1)1 information with which compliance ❑Does Not can be determined for the building envelope and document where ❑Not Observable exceptions to the standard are ❑Not Applicable claimed. _ C103.2 Plans,specifications, and/or --E-6 CP� omplies Requirement will be met. [PR2)1 calculations provide all information ❑Does Not with which compliance can be determined for the mechanical ❑Not Observable 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 C�Complie5 Requirement will be met. [PR3)1 calculations provide all information ❑Does Not with which compliance can be determined for the service water ❑Not Observable heating systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C103.2 Plans,specifications, and/or Complies Requirement will be met. [PR4)1 calculations provide all information ❑Does Not with which compliance can be determined for the interior lighting ❑Not Observable 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 l�Complies Requirement will be met. [PR8)1 calculations provide all information ❑Does Not with which compliance can be 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 ❑Not Applicable High Impact(Tier 1) 2 N Medium Impact(Tier 2) ----3-1 Low Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filenarne: G:\11070590-McDonalds\01_Project Sites\New York\O1-GROUND UPS\031-0030-Queensbun Page 8 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck Section # Plan Review Complies? Comments/Assumptions & Recl.113 C402.4.1 The skylight area <— 3 percent of the Complies Requirement will be met. [PR11]1 gross roof area. []Does Not ❑Not Observable ❑Not Applicable 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: FilHigh Impact(Tier 1)— 2 Medium Impact(Tier 2mpact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590-McDonaids\01 Project Sites\New York\O1 -GROUND UPS\031-0030-Queensbun, Page 9 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck Section j # Footing /Foundation Inspection i Complies? Comments/Assumptions & Req ID iC303.2 Slab edge insulation installed per lies Requirement will be met. [FO4]2 manufacturer's instructions. ❑Does Not ❑Nat Observable ❑Not Applicable C303.2.1 Exterior insulation protected againstC�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. EfC0mplie5 See the Envelope Assemblies table for values. [FO3J2 ❑Does Not ❑Not Observable' ❑Not Applicable C402.2.6 Radiant heating systems panels E 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. 51 future connection to controls. Freeze []Does Not C403.2.4. protection systems have automatic 6 controls installed. ❑Not Observable [FO9]3 ZNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) j 2 Medium Impact(Tier 2) _L3 I Low Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590- Mc Dona lds\01_Project Sites\New York\01 -GROUND UPS\031-0030-Queensbur; Page 10 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck Section # Framing/Rough-In Inspection Complies? I Comments/Assumptions & Reci.I D i----------------- — l- ------ ---—�--- ------ -- C303.1.3 Fenestration products rated in [Complies Requirement will be met. [FR12]2 accordance with NFRC. []Does Not ❑Not Observable ❑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 ❑Not Applicable C402.4.3 Vertical fenestration SHGC value. 2 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 [FR8]1 ❑Not Observable ❑Not Applicable C402.4.4 U-factor of opaque doors associated v�Complies +See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ❑Does Not meets requirements. ❑Not Observable ❑Not Applicable C402.5.1. The building envelope contains a complies Requirement will be met. 2.1 continuous air barrier that is sealed in ❑Does Not [FR19]1 an approved manner and material permeability<= 0.004 dfm/ft2.Air ❑Not Observable barrier penetrations are sealed in an ❑Not Applicable approved manner. __ C402.5.2, Factory-built fenestration and doors OComplies Requirement will be met. C402.5.4 are Labeled as meeting air leakage ❑Does Not [FR18]3 requirements. ❑Not Observable _ ❑Not Applicable C402.5.7 Vestibules are installed on all building gComplies Requirement will be met. [FR17]3 entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact (Tier 2) 3 L. W Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590- McDonalds\01 Project Sites\New York\01 -GROUND UPS\031-0030-Queensbun Page 11 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck Section _ # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID _ 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 WNot 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, [131_6]3 ❑Not Observable ONot 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 WNot Applicable C404.5, Heated water supply piping conformsCoC mplies - Requirement will be met C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. [PL6]3 ❑Not Observable ❑Not Applicable C404.6.1, Automatic time switches installed to Complies _ Requirement will be met C404.6.2 automatically switch off the ❑Does Not [PL3]1 recirculating hot-water system or heat ❑ trace. 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 ❑Not Observable <= 5 minutes after end of heating cycle. ffNot Applicable C404.6.3 Pumps that circulate water between a c-0mplies Exception: Requirement does not apply. [PL713 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. ffNot Applicable 0404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL713 heater and storage tank have controls ❑Does Not that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating cycle. YNot 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. ffNot 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. 11 High Impact(Tier 1)--� 2 Medium Impact(Tier 2) —� 3 Low Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590- McDonalds%01_Project Sites\New York\01 -GROUND UPS\031-0030-Queensbur; Page 12 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck Section # I Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID -- --- - ---- - -- C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply. [PL8J3 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. ZNot 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. [PL813 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. ZNot 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. (PL8J3 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. CINot 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) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590-McDonalds\01_Project Sites\New York\01-GROUND UPS\031-0030-Queensbun, Page 13 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID_ C402.2.6 Thermally ineffective panel surfaces of Complies Requirement will be met. [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 [ME3]3 close. ❑Not Observable EfNot 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 [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 ONot Applicable C403.2.3 HVAC equipment efficiency verified. OComplies See the Mechanical systems list for values. [ME55]2 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.6. Demand control ventilation provided ❑Complies Exception: Requirement does not apply. 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 91Not 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 fans to 50%or less of design capacity. ❑Not Observable E(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). ❑Noi Observable 9INot Applicable C403.2.8 Kitchen exhaust systems comply with CYComplies Requirement will be met. [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 Requirement will be met. [ME60]2 Where ducts or plenums are installed ❑Does Not in or under a slab,verification may need to occur during Foundation ❑Not Observable Inspection. ❑Not Applicable C403.2.9 Ducts and plenums sealed based on Compties Requirement will be met. [ME10]2 static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable 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 9Not Applicable F1 [High Impact(Tier 1) ]'TJ Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: McDonald's ( 031-0030 Report date: 06/19/17 Data filename: GA11070590- McDonalds\01_Project Sites\New York\Ol -GROUND UPS\031-0030-Queensbun Page 14 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.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 _ E?1Not Applicable __ 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 12Not 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. E61Not 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. __ ONot 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. [rNot Applicable _ C404.2.1 Gas-fired water-heating equipment ❑Complies Exception: Requirement.does not apply. [ME111]2 installed in new buildings:where a ❑Does Not singular piece of water-heating equipment>= 1,000 kBtu/h serves [-]Not Observable the entire building,thermal efficiency WNot Applicable >= 90 Et.Where multiple pieces of water-heating equipment serve the building with combined rating >_ 1,000 kBtu/h,the combined input- capacity-weighted-average thermal efficiency>= 90 Et. Exclude input rating of equipment in individual dwelling units and equipment<= 100 kBtu/h. _ 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 ffNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2).3 Low Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590- McDonalds\01_Project Sites\New York\01 -GROUND UPS\031-0030-Queensbun Page 15 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck Section___ # Rough-In Electrical Inspection Complies? Comments/Assumptions & Re .ID __ __ —_-- p ------ C405.2.1 Lighting controls installed to uniformly O omplies Requirement will be met. [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable ❑Not Applicable C405.2.1 Occupancy sensors installed inComplies Requirement will be met. [EL18]1 required spaces. ❑Does Not ❑Not Observable ❑Not Applicable C405.2.1, Independent lighting controls installed OComplies Requirement will be met. C405.2.2. per approved lighting plans and all ❑Does Not 3 manual controls readily accessible and [EL23]2 visible to occupants. ❑Not Observable ❑Not Applicable C405.2.2. Automatic controls to shut off all L(Complies Requirement will be met. 1 building lighting installed in all ❑Does Not [EL22]2 buildings. ❑Nat Observable ❑Not Applicable C405.2.3 Daylight zones provided with T ❑Complies Exception: Requirement does not apply. [EL16]2 individual controls that control the ❑Does Not lights independent of general area ❑ lighting. Not Observable __ENot 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 9Not 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 ONot 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 ❑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 automatically controlled and ❑Not Observable separated from general lighting. ❑Not Applicable C405.2.5 Automatic lighting controls for exterior complies Requirement will be met. [EL25]ni° lighting installed. Controls will be ❑Does Not daylight controlled,set based on business operation time-of-day,or ❑Not Observable _ reduce connected lighting > 30% ❑Not Applicable C405.3 Exit signs do not exceed 5 watts per WComplies Requirement will be met. [EL6]1 face. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier.1).___T2 Medium Impact (Tier 2) 1 3 Low Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590-McDonalds\01 Project Sites\New York\01-GROUND UPS\031-0030-Queensbury Page 16 of 22 NY\DOCUMENTS\ComCheck\031-0030- Queensbury, NY ComCheck 2 R6.6.cck 1 High Impact(Tier 1)� 2 Medium Impact(Tier 2) 3 [Low impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590-McDonalds\01_Project Sites\New York\01 -GROUND UPS\031-0030-Queensbur; Page 17 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck --------------- --- ----—__—__.— ---------- _ - ----..—_- -----.— Section I # Insulation Inspection I Complies? Comments/Assumptions '& Req.I D �—------- — ------------ — --—----- -- C303.1 Roof insulation installed per — L'6]Complies Requirement will be met. (IN3]1 manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed only where the roof slope is<=3 in ❑Not Observable ❑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 1,66omplies Requirement will be met. [IN7]1 per manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable C303.2.1 Exterior insulation is protected from Complies Requirement will be met. [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 roofs Requirement will be met. [IN17]3 insulation requirements cannot be ❑Does Not Installed on top of a suspended ceiling. Mark this requirement ❑Not Observable compliant if insulation is installed ❑Not Applicable accordingly. C402.2.3 Above-grade wall insulation R-value. ZComplies 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: Requirement does not apply. [IN18]3 components,designed for heat ❑Does Not transfer from the panel surfaces to the Not Observable occupants or indoor space are insulated with a minimum of R-3.5. Not Applicable C402.4.2. Roof R-value. For some ceiling WComplies 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 or wrapped with moisture vapor- permeable wrapping material to ❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium-Impact(Tier 2-) 3ow Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590-McDonalds\01_Project Sites\New York\O1-GROUND UPS\031-0030-Queensbun Page 18 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck Section # Final Inspection j complies? Comments/Assumptions & Req. 1131 C303.3, Furnished O&M instructions for ZComplies Requirement will be met, C408.2.5. systems and equipment to the E]Does Not 2 building owner or designated FJNot Observable [FI17]3 representative. EJNot Applicable C303.3, Furnished O&M manuals for HVAC----Zcomplies-------Requirement will be met. C408.2.5. systems within 90 days of system []Does Not 3 acceptance. nNot Observable [FI813 ONot Applicable — -o-m— C402.5.3 Where open combustion air ducts Mcplies Requirement will be met. [F151]3 provide combustion air to open DDoes Not combustion fuel burning appliances, FlNot Observable the appliances and combustion air opening are located outside the []Not Applicable building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms are sealed and insulated. C402.5.6 Weatherseals installed on all loading OComplies Exception: Requirement does not apply. [F137]1 dock cargo doors. E]Does Not FlNot Observable ONot Applicable C402.5.8 Recessed luminaires in thermal ocomplies Requirement will be met, [F126]3 envelope to limit infiltration and be IC DDoes Not rated and labeled. Seal between nNot Observable interior finish and luminaire housing. nNot Applicable C403.2.2 HVAC systems and equipment --[KEomplies Requirement will be met. [F127]3 capacity does not exceed calculated 0Does Not loads. nNot Observable nNot Applicable-- C403.2.4. Heating and cooling to each zone islies Requirement will be met. 1 controlled by a thermostat control. E]Does Not [F147]3 Minimum one humidity control device nNot Observable per installed humidification/dehumidification E]Not Applicable system. C403.2.4. Heating and cooling to each zone is Complies Requirement will be met. controlled by a thermostat control. E]Does Not [FI47]3 Minimum one humidity control device nNot Observable per installed humidification/dehumidification E]Not Applicable system. C403.2.4. Heating and cooling to each zone is R[Complies Requirement will be met. 1 controlled by a thermostat control. ODoes Not [F147]3 Minimum one humidity control device F-lNot Observable per installed humidification/dehumidification E]Not Applicable system. C403.2.4. Thermostatic controls have a 5 OF— Complies Requirement will be met. 1.2 cleadband. E]Does Not 1[F138]3 nNot Observable E]Not Applicable Requirement will be met. C403.2.4. Temperature controls have setpoint [Complies 1.3 overlap restrictions. E]Does Not [F120]3 nNot Observable Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 31 Low Impact(Tier 3) Project Title: McDonald's 031-0030 Report date: 06/19/17 Data filename: G:\11070590- Mc Dona Ids\0 I_Project Sites\New York\01 -GROUND UPS\031-0030-Queensbun Page 19 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck section i di Firtellnspection Complies? J— CmnmentsiAz!5Utnlst10nr & Req.iD —_ 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 ❑Not Applicable C403.2.4. Automatic Controls: Setback to 55°F ❑Complies Exception: Requirement does not apply. i .2.1, (heat) and 857 (cool); 7-day clock, 2- ❑Does Not C403,2.4. hour occupant override, 10-hour 2.2 backup ❑Not Observable i [F140]3 ZNot Applicable 'C403.2.4. Systems include optimum start EgComplie5 Requirement will be met. 2.3 controls. ❑Does Not [F141]3 ❑Not Observable ! []Not Applicable C403.2.4. Systems include optimum start —�❑Complies Exception: Requirement does not apply. 2.3 controls. ❑Does Not [F141]3 ! []Not Observable 9Not Applicable C403.2.4. Systems include optimum start Complies Requirement will be met. '2.3 controls. ❑Does Not [F[41]3 []Not Observable ❑Not Applicable C404.3 Heat traps installed on supply and ❑Complies Exception: Requirement does not apply. i [FI 1113 discharge piping of non-circulating ❑Does Not systems. ❑Not Observable _ ZNot Applicable i C404.4 All piping insulated in accordance with OComplies Requirement will be met. — '.[FI25]2 section details and Table C403.2.10. ❑Does Not ❑Not Observable i ❑Not Applicable j C404.6.1 Controls are installed that limit the ❑Complies Exception: Requirement does not apply. i [FI12]3 operation of a recirculation pump ❑Does Not installed to maintain temperature of a storage tank. System return pipe is a ❑Not Observable j dedicated return pipe or a cold water ONot Applicable supply pipe. ! lC405.4.1 Interior installed lamp and fixture 2Compiie5 See the Interior Lighting fixture schedule for values, _= I[FI1811 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 — — —— II C405.5.1 Exterior lighting power is consistent S/Complies See the Exterior Lighting fixture schedule for values. ![FI1911 with what is shown on the approved []Does Not t I lighting plans, demonstrating I proposed watts are less than or equal ❑Nat Observable to allowed watts. []Not Applicable iC408.2.1 Commissioning plan developed by O/Complies Requirement will be met. I[FI28]1 registered design professional or ❑Does Not approved agency. ❑Not Observable ❑Not Applicable C408.2.3. HVAC equipment has been tested to �ICompties Requirement will be met. i 1 ensure proper operation. ❑Does Not ! [FI3111 1 ❑Not Observable i ❑Nat Applicable 1 I High Impact(Tier 1) 2Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590-McDonaids\01_Project Sites\New York\O1-GROUND UPS\031-0030-QueensburN Page 20 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck Sect' � Final 111%pectioh Gornpi:es7 Goininents/Assumptions C408.2.3. HVAC control systems have been PlComplies Requirement will be met. ! 2 tested to ensure proper operation, ❑Does Not [17110]1 calibration and adjustment of controls. ❑Not Observable ❑Not Applicable C408.2.4 Preliminary commissioning report gCompiies Requirement will be met. [FI29]1 completed and certified by registered ❑Does Not i design professional or approved ❑Not Observable agency. ❑Not Applicable C408.2.5. Furnished HVAC as-built drawings _ffompIies Requirement will be met. 1 submitted within 90 days of system ❑Does Not (F17]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 I [FI16]3 of system acceptance. ❑Not Observable ❑Not Applicable C408.2.5. An air and/or hydropic system 6Complies Requirement will be met. 3 balancing report is provided for HVAC ❑Does Not [F143]1 systems. i ❑Not Observable i ❑Not Applicable C408.2.5. Final commissioning report due to CfComplies Requirement will be met. —� !4 building owner within 90 days of ❑Does Not [F130]1 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested Requirement will be met. i[F13311 ensure proper calibration, adjustment, ❑Does Not , programming, and operation. y I ❑Not Observable i ❑Not Applicable i Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 j Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590-McDonalds\01_Project Sites\New York\01 -GROUND UPS\031-0030-Queensbur\ Page 21 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck Project Title: McDonald's 1 031-0030 Report date: 06/19/17 Data filename: G:\11070590- McDonalds\01_Project Sites\New York\01 -GROUND UPS\031-0030-Queensbun Page 22 of 22 NY\DOCUMENTS\ComCheck\031-0030-Queensbury, NY ComCheck 2 R6.6.cck 7 AWA �Aw Asyste oN MAN UAL R-SHEATHING i S- S z.. Fad, ,.r'... E;r' ZIPSystemxom I 1■800.933.9220 CREFROM THE- ATORS OF 0 2015 Huber Engineered Woods LLC.AdvanTech,ZIP System and the accompanying AdvanTech and ZIP System logos and designs are trademarks of Huber Engineered Woods LLC.Huber is a registered trademark of J,M.Huber Corporation. another innov¢tionfrom XAWAYstem `v1 w Zile System' R-Sheathing Z1jYsk2 R-SHEATHING Contents OZ ZIP System' R-Sheathing General Notes,Guidelines 07 ZIP System' R-Sheathing—Window Installation and Limitations 08 ZIP System® R-Sheathing— 03 ZIP System® R-Sheathing Installation Exterior Cladding Installation: Lap Siding 05 Structural Bracing to Resist Lateral Forces 09 ZIP System® R-Sheathing—Exterior Cladding 06 ZIP SysternM Tape Installation— Installation:Anchored Masonry Brick Veneer ZIP System° R-Sheathing Panel Seams ATTENTION: This installation guide is intended to provide general Storage and Handling information for the designer and end user.The following guidelines - Set panel stack on three supports(stickers)to keep a minimum of 4 inches will help you properly install the ZIP System® R-Sheathing. We urge of clearance above ground level. anyone installing this product to read these guidelines in order to - Outdoors,cover panels loosely with a waterproof protective material such minimize the risk of safety hazards and to prevent voiding any as a tarpaulin. applicable warranties.This manual is a general installation guide and - Anchor covers on top of the stack,but keep away from sides and bottom to assure good air circulation. does not cover every installation condition. Proper installation shall _ In high moisture environments,cut banding on the panel stack to prevent be deemed to mean the most restrictive requirement specified by edge damage. Huber Engineered Woods (HEW), local building code, engineer or Factory applied packaging is intended only for protection during transit. architect of record or other authority having jurisdiction. Please _ Packaged units must be stored indoors or within a covered structure. acknowledge that it is solely your obligation for all safety For temporary job-site storage,units should be stacked on pallets at least requirements and code compliance. For additional information, three inches above ground level and completely covered with a contact Huber Engineered Woods LLC. weatherproof covering such as a tarpaulin. - The temporary factory-applied packaging should be slit or removed to ZIP System®R-Sheathing Safety Guidelines prevent accumulation of condensation. - Follow all OSHA regulations and any other safety guidelines and safety - Do not stack more than three units high. practices. - Use approved safety belts and/or harnesses or other fall protection ZIP System®R-Sheathing Notes and Limitations equipment. - ZIP System®R-Sheathing is approved for wall use only,Do not use on - Install ZIP System®R-Sheathing and ZIP System`"tape only in dry roofs. conditions and on dry surfaces,Do not install in rain,snow,frost or other - Do not use abutted against stone or masonry without providing a slippery conditions. minimum of a 1/2-inch gap. - Do not apply flame directly to foam layer.Foam will burn and smoke if Do not install ZIP System-tape in temperatures less than 20°F. exposed to an ignition source of sufficient heat and intensity or open ZIP System R-Sheathing products are not approved for manufactured flame,such as a welder's torch. housing applications that are built under a federal building code administered by the U.S.Department of Housing and Urban Development What is ZIP System®R-Sheathing? (HUD). ZIP System® R-Sheathing panels consist of an oriented strand board panel - Not intended to replace traditional wood structural panels in applications laminated with a water-resistive facer on the exterior and a rigid foam where the wall sheathing is designed to resist combined wind uplift and insulation panel bonded on the opposite (interior) face. When properly shear. installed and taped, ZIP System R-Sheathing provides a water-resistive - Do not use in fire-rated assemblies in lieu of a required"wood structural barrier, air barrier and exterior insulation in one product. It may also be panel." used in the construction of braced wall panels or shear walls in certain - Do not apply secondary coatings to the overlay on ZIP System conditions. See the Structural Bracing to Resist Lateral Forces section of R-Sheathing. this installation manual for more information. - Minimum 1/2-inch gypsum wall board must be installed on the interior side of the wood wall studs as a thermal barrier using code-recognized The OSB substrate complies with Voluntary Product Standard PS2 for wood fasteners per IRC or IBC requirements. structural panels and the water-resistive barrier complies as an alternate to - Only use in buildings of Type V construction or construction permitted the water-resistive barrier prescribed in the code.ZIP System®R-Sheathing under the International Residential Code. is available with a 1/2-inch, 1-inch, 1-1/2-inch and 2-inch foam insulation - In areas where the probability of termite infestation is"very heavy'the panel. clearance between ZIP System R-Sheathing and finished grade shall be no less than 6-inches. ZIP System®R-Sheathing Includes: - ZIP System®wall sheathing panels with built-in water-resistive barrier Note: In cladding systems requiring multiple layers of water-resistive and preprinted fastening and tape guides. barriers, like traditional hard-coat stucco and adhered stone veneers, Foam insulation panel. ZIP System®R-Sheathing is intended only to replace the first layer. ZIP System'"'tape. ZIP System®R-Sheathing Installation Manual 3 ZIP Sy§tem° R-Sheathing Installation Overview:ZIP System® R-Sheathing is composed of ZIP System®wall sheathing panels, laminated exterior foam panel insulation and ZIP System'" seam sealing tape. ZIP System R-Sheathing panels should be fully installed before the seam sealing tape is applied. The following manufacturer installation steps and recommendations are presented as a general outline of the installation process.You are fully and solely responsible for all safety requirements.Good construction practices should be followed at all times. Step 1. Install any necessary mechanical strapping directly to DETAIL A framing. Any metal straps, ties or other connectors designed to resist uplift, shear or diaphragm loading must be installed prior to Roof Sheathing ZIP System® R-Sheathing installation. The requirement for Roof truss or Rafter/truss shall be mechanical uplift connections shall be determined by the designer- rafter attached to wall below of-record,local building codes or authority having jurisdiction.Detail -y - to,resist uplift forces per IRC or IBC requirements. A should not be considered typical and only applies when mechanical uplift connections are specified. Nall cavity insulation ZIP System® � f Y.-inch min.gypsum R-Sheathing�I Straps, ties and connectors installed on the exterior face of stud Will not be visible after ZIP System® R-Sheathing panels are Wall cavity installed. Schedule any necessary anchor or nailing inspections Insulation accordingly. Mechanical strapping _ per code or designer-of- — ) Subfloor record,if required. E Rimboard %44 l Floor joist/truss ZIP System® 90 R-Sheathing 90 `'�, --Y-inch min.gypsum Mechanical strapping per code ordesigner-of- y f� record to resist uplift forces,if required �=1 Wall cavity insulation i ZIP System R-Sheathing Foundation Step 2. Install ZIP System®R-Sheathing panels positioned with the 4 „ ' water-resistive barrier facing out.The panels may be installed with 5 j the long side of the panel oriented either horizontally or vertically to } the framing members.Wall panels that are designed to resist lateral shear forces should have solid framing or blocking behind all panel : k� edges. Foam insulation is oversized on one 4-ft and one 8-ft. edge relative to the ZIP System R-Sheathing face to accommodate proper gapping of panels. Panels should be installed with foam edges „ touching.Please coordinate panel field placement and orientation in order to take advantage of this gapping feature. ZIP Sysiem®R-Sheathing Insiallation Manual 4 ZIP System° R-Sheathing Installation Step 3. Fasten the panels to the framing members with code DETAIL B %-inch min.gypsum approved fasteners. When used to resist lateral forces, nail penetration into the wood wall stud should be a minimum Additional stud maybe fastener p required to fasten ZIP of 1 1/2-inches.If staples are used(133 and R6 only),fasteners must Wood stud framing System®R-Sheathing panels penetrate a minimum 1-inch into the framing. See, Structural at inside corner Bracing to Resist Lateral Forces, on page 5, for fastener and Install edge and interior Wall cavity insulation not fastener spacing options. It is the responsibility of the general fasteners per ZIP J. ,\ shownfor clarity contractor to ensure correct fastener type and spacing prior to system®R-Sheathing / installation.Apply fasteners 3/8 inch from panel edge. installation manual l ZIP System®R-Sheathing thickness may influence building interior and exterior dimensions,framing layout or foundation design for anchored veneers. For example: Foundation brick ledges may need to be wider when using ZIP System R-Sheathing(See DETAIL G on page 9), or wall stud placement may need to be adjusted from building corners to allow for sheathing thickness. Designer and general contractor should make necessary adjustments (if l any)to the design and/or construction methods to accommodate these changes.. ZIP System® tape must be installed using a roller to apply Install solid wood blocking pressure to the pressure sensitive adhesive layer of the tape. between studs as needed ZIP System®tape installed for required edge nailing over all panel seams(use roller on all taped seams) I DETAIL C Wood stud framing Wall cavity Yz-inch min, insulation not NOT OK � OK gypsum shown for clarity r NOTE;Ensure that the framing spacing takes into account for the overlap of the panel in the outside corners or rip the panel to fall on existing framing. I - I s ? Install ZIP System-tape at all exteriorInstall solid wood corners with minimum 1-inch contact ZIP System®tape blocking between studs on overlay of both panels;6-inch ZIP installed over all as needed for required System"tape or multiple pieces of 3- panel seams(use edge nailing 3/4-inch ^ ' roller on all taped seams) Ensure tape at corner is Install edge and interior positioned for a min.1-inch fasteners per ZIP / of contact on overlay System®R-Sheathing ` surface on both panels;6- installation manual _.. inch tape or multiple pieces of 3-3/4-inch tape "California Corner"or drywall clips may be used in lieu of stud shown ZIP Systern®R-Sheathing Installaiion Manual 5 Structural Bracing to Resist Lateral Forces ZIP System®R-Sheathing wood-framed walls may be designed to resist lateral shear forces by prescriptive or engineered methods in accordance with the International Building and Residential Codes(See Table 1 and Table 2 below).All seams between panels used to resist lateral loads must be backed by solid wood framing. If the panel is not required for structural bracing,the panels should be installed with a minimum 0.131"shank diameter nails(minimum f- inch embedment into wood studs)spaced at 6 inches on center on panel edges and 12 inches on center in the field of the panel. Minimum 1/2-inch thick gypsum wallboard must be installed as a thermal barrier in accordance with Chapter 26 of the IBC or Chapter 3 of the IRC. Installation When Not Part of Lateral Force Resisting System Installation When used in Wall Bracing or Shear Walls ZIP System® R-Sheathing that is not intended to resist wind or seismic ZIP System® R-Sheathing may be used in the construction of braced wall loads may be attached to framing using 0.131" diameter shank nails. panels in accordance with WSP bracing method (2009 IRC) as an Nails must penetrate the studs at least 1 inch. equivalent alternative to the prescribed wood structural panels ONLY if installed per Table 1 below. All requirements, restrictions and limitations listed in the IRC regarding the applicability and use of prescriptive wall bracing methods still apply. TABLE 1 PRESCRIPTIVE METHOD:FASTENING REQUIREMENTS FOR ZIP SYSTEM®R-SHEATHING WITH FRAMING OF DOUGLAS FIR-LARCH FOR WIND OR SEISMIC LOADING UNDER THE 2009 IRC(WSP METHOD) R-SHEATHING TYPE' FRAMING' FASTENERS (R-Value of foam) Nominal Stud Size Maximum Stud Fastener Specifications2 Maximum Edge/Field Spacing Minimum Penetration (Min.) Space(inches) (inches) into Framing(inches) R-3 2-by-4 24 0.131-inch shank nails 4/12 1.5 16ga staples,7/16-inch crown, R 3 2-by 4 16 3/6 1.0 2-inch length 0.131-inch shank nails 4/12 1.5 R-6 2-by-4 24 15ga staples,7/16-inch crown, 2-inch length 3/6 1.0 R-9 2-by-4 24 0.131-inch shank nails 3/12 1.5 R-12 2-by-4 24 0.131-inch shank nails 3/12 1.5 1. All fasteners must be located a minimum of 3/8 inch from panel edges. 2. Fasteners must be common nails or equivalent,or staples,of a type generally used to attach wood sheathing. 3. R-12 R-Sheathing panels have a foam plastic insulation thickness of 2.0 inch.R-9 R-Sheathing panels have a foam plastic insulation thickness of 1.5 inch.R-6 R-Sheathing panels have a foam plastic insulation thickness of 1.0 inch.R-3 R-Sheathing panels have a foam plastic insulation thickness of 0.5 inch. 4.All panel edges must be backed by framing. Designers may use ZIP System® R-Sheathing as an alternate to wood structural panels in the construction of wood shear walls when designed in accordance with 2012 or 2009 IBC Sections 2305 and 2306(as applicable).The allowable shear loads are listed in Table 2. TABLE 2 ENGINEERED METHOD:FASTENING REQUIREMENTS AND ALLOWABLE SHEAR CAPACITY FOR ZIP SYSTEM®R-SHEATHING WITH FRAMING OF DOUGLAS FIR-LARCH2 FOR WIND OR SEISMIC LOADING UNDER THE 2009,2012 AND 2015 IBC. R-SHEATHING TYPE' FRAMING FASTENERS ALLOWABLE SHEAR (R-Valueoffoam) Nominal Stud Size Maximum Stud s Edge/Field Minimum Penetration CAPACITY""'(plf) Min.) Space(inches) Fastener Specifications Spacing(inches) into Framing(inches) R-3 2-by-4 24 0.131-inch shank nails 4/12 1.5 245 R-3 2-by-4 24 0.131-inch shank nails 3/12 1.5 280 R-3 2-by-4 16 16ga staples,7/16-inch 3/6 1.0 210 crown,2-inch length R-6 2-by-4 24 0.131-inch shank nails 4/12 1.5 230 R-6 2-by-4 0.131-inch shank nails 3/12 1.5 255 R-9 2-by-4 24 0.131-inch shank nails 3/12 1.5 240 R-12 2-by-4 24 0.131-inch shank nails 3/12 1.5 215 For SI:1 inch=25.4 mm;1 pound per foot(ppf)=14.59 N/m. 1. All fasteners must be located a minimum of 3/8 inch from panel edges. 2. For framing of other species,the shear value above must be multiplied by the Specific Gravity Adjustment Factor=Il-(0.50-SG)j,where SG=Specific Gravity of the framing lumber in accordance with the AF&PA NDS.This adjustment factor must not be greater than 1. 3.Fasteners must be common nails or equivalent,or staples,of a type generally used to attach wood sheathing to wood framing. 4.R-12 R-Sheathing panels have a foam plastic insulation thickness of 2.0 inch.R-9 R-Sheathing panels have a foam plastic insulation thickness of 1.5 inch.R-6 R-Sheathing panels have a foam plastic insulation thickness of 1.0 inch.R-3 R-Sheathing panels have a foam plastic insulation thickness of 0.5 inch. 5.The maximum height-to-width aspect ratio of 2:1. 6.The allowable shear capacity may be increased by 40%for wind in Allowable Stress Design in accordance with Section 2306.3 of the 2015,2012 and 2009 IBC. 7.All panel edges must be backed by framing. ZIP Systern®R-Sheathing Insiallation Manual 6 ZIP SystemO R-Sheathing —Tape Installation Apply ZIP System—tape after ZIP System®R-Sheathing panels are fully fastened to wall framing.Only ZIP System tape should be used to seal the seams of ZIP System R-Sheathing. Make sure that the panel surface is dry and free of sawdust and dirt prior to taping.ZIP System tape is a contact tape that requires application pressure for an adequate seal. Step 1. Tape all seams using ZIP System-tape.Center the tape over the seam within +/- 1/2 inch to provide adequate coverage and reduce wrinkles in tape. k Use the ZIP SystemT"tape gun or ZIP System®roller to apply pressure � to the tape and smooth out any wrinkles. L Step 2. Wherever tape splices occur at a horizontal or vertical seam, create an overlapping splice of at least 3 inches. At T-joints, the tape pieces should overlap by at least 1 inch. Apply pressure onto the surface of the tape to ensure a secure bond between the panel and the tape. First 3'overlap Second tape piece tape piece Use the ZIP System-tape gun or ZIP System®roller to apply pressure to the tape and smooth out any wrinkles. Take special care to remove any voids and/or trapped air at splice areas and T-joints. Step 3. Tape inside and outside corner seams. Tip: When taping inside corner seams, it is helpful to cut a t' manageable length of ZIP System— tape and hold the ends in the middle using only your index fingers and thumbs. Slightly pulling both ends of the tape causes the tape edges to naturally curl inward. With the tape in tension,place it in the inside corner.Repeat as you go up the full height of the wall. f J Outer Corner Seam Inside Corner Seam 1 �9/ ZIP S/sten®R-Sheathing Installation Manual 7 ZIP System° R-Sheathing —Window Installation DISCLAIMER:Please defer to/consult the installation instructions of your window manufacturer as well as local code requirements. It is the responsibility of the general contractor to coordinate rough opening dimensions with window dimensions and install any necessary extensions or solid blocking as needed. Step 1. Install sill/pan flashing that satisfies the requirements of DETAIL D ASTM E 2112 and AAMA 711into the rough opening.ZIP System— tape or ZIP System-stretch tape may be used as pan flashing.Other adhesive-based flashing tapes may be used if they satisfy ICC-ES AC 148 or AAMA 711. 4 Referto window manufacturer for window attachment through continuous insulation systems.This may involve solid blocking through foam +tc Tthickness. Step 2. From the interior of the rough opening,apply low-pressure polyurethane foam(for windows)between the rough opening and the window frame.(Caulk sealant compatible with the flashing and Jamb flange flashingtape not backer rod may be used in lieu of polyurethane foam.)When using to extent past the mid-point of ( s 11 head flange flashing tape ZIP System—tape,100%silicone,butyl and polyurethane sealants are � acceptable. f7l,, , 41>e k. Installed Window ZIP System®R-Sheathing Installation Manual 8 ZIP System° R-Sheathing o Exterior Cladding Installation The outside layer of ZIP System®R-Sheathing consists of a 7/16"wood structural panel that can be used as a nailbase for finished exterior cladding that does not require direct attachment to structural framing.For finished wall cladding requiring fasteners to penetrate into the structural framing we recommend following the finished cladding manufacturer's installation recommendations.The maximum allowable cladding weights and cladding fastener schedules are listed in Table R703.15.1 of the 2015 IRC. DISCLAIMER:The following steps represent a general overview of exterior cladding installation.Please defer to/consult the installation instructions of your cladding manufacturer as well as local code requirements. Lap Siding DETAIL E Min.%-inch gypsum wallboard Wall stud framing Wall cavity insulation ! , , i q ZIP System'"tape installed over all panel seams(install with ZIP System tape gun or roller) 4 i �---- Install solid blocking between studs as needed for required edge nailing on braced wall panels Wood,fiber-cement,hardboard or vinyl lap siding,follow building code or siding manufacturer installation instructions for fastening 7/16"wood sheathing and/or wall studs It is the responsibility of the general contractor to ensure that fasteners used to install lap siding are of adequate length to satisfy the requirements of governing building codes and siding manufacturer's installation instructions. ZIP SysteneR-Sheathing 1 nsiallation Manual 9 ZIP Sy§ternO R-Sheathing —Exterior Cladding Installation Anchored Masonry Brick Veneer DETAIL F Min.%2-inch gypsum wallboard Wall stud framing u „u L Wall cavity insulation c� 4 ZIP Systeme"tape installed over all panel seams(install with ZIP *� System tape gun or roller) Install solid blocking between studs �) as needed for required edge nailing on braced wall panels Brick veneer anchors(ties)shall be Anchored masonry anchored to wall studs through ZIP brick veneer System®R-Sheathing panels and spaced per governing code DETAIL G ---� Air gap per code ZIP System®R-Sheathing Wall cavity insulation `I Brick veneer anchors(ties)shall be anchored to wall ) ;. studs through ZIP System R-Sheathing panels Min.Y inch Top edge of flashing taped with ZIP gypsum System'""tape or adhesive backed flashing _ wallboard (Must meet AC148 or AAMA 711) l Code approved base flashing Ji. NOTE:Coordinate brick ledge -' dimension to include thickness of Foundation ZIP System®R-Sheathing panel It is the responsibility of the general contractor to ensure that fasteners used to install brick veneer anchors(ties)are of adequate length to satisfy the requirements of governing building codes. HUB-302107/16 URS JUN June 28,2017 7 .._ _ '0 �uEi`N$ 'Y BUlLDING�& r'DDES BURY David Hatin Director of Building and Code Enforcement Town of Queensbury 742 Bay Road,Queensbury NY Subject: Rear Brand Wall Bldg. permit#CC-ONH2M., McDonald's Restaurant 819 Route 9,Queensbury NY 12804 Dear Mr. David Hatin, This letter confirms that the Rear Brand Wall will not be included in the construction work of the referenced McDonald's Restaurant and is in conformity with the approved architectural plans and specifications. If you have any questions,please contact Evan Scott,AIA at 973-883-8590 or at evan.scotta,aecom.com. Thank M. G�(,S� James Gil Z93a Q� Vice Presiden URS Architecture& Engineering- New York P.C. 1255 Broad Street,Suite 201 Clifton, N107013 URS Corporation 1255 Broad Street,Suite 201 Clifton,New Jersey 07013 Tel:973.883.8500 Fax:973.883.8501 www.aecom.com cc__ - - Product Package McDonald's (ID: 031 -0030) Queensbury, NY RedBuiltTM Project Number: 105763 Reference Documents: 6/19/2017 Drawing Section By Date Revision Type Sheets Architectural URS 6/8/2017 C Full set Structural URS 6/8/2017 C Full set Mechanical URS 6/8/2017 C Full set If you have questions, Digitally signed by Christine please contact: F >f Richey Date: 2017.06.21 08:41:28-07'00' Technical Representative: Jarvis Jackson 740-368-4229 ^� `���•- ��p r� Design Center Contact: Ryan Benedetti 21/2017 (740)368-4226 F is a violation of law for any person,unless acting under the direction of a licensed professional engineer,to alter in any way this sealed document. Material List&Calculations pp. 1-9, Drawings pp. 1-3 Our responsibility is limited to the design of RedBuilt products in accordance with the above referenced documents based on design loads specified by the engineer of record. IMPORTANT(Please Read) • Installation of the materials is the sole responsibility of the installer. • Refer to Installation Information sheets for more detailed instruction. •All materials shall be furnished by others unless specifically noted"by RB"herein. •Truss bearings,bracing,bridging,pre-notched plates,etc.,must be properly installed as installation proceeds. •USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARING CLIPS,BRIDGING CLIPS, BRACING,ETC. APPROVED FOR PRODUCTION RedBuilt LLC 200 Colomet Dr•Delaware OH 43015•Mail:200 Colomet Dr•Delaware OH 43015 Ph:(740)363-1317•Fx:(740)369-1154 1 ILT Material List Enyineerad wo�u Prvdncts RB Number 105763 Operator Ryan Benedetti Project Name McDonald's(Site ID:031-0030) Office Delaware Location Queensbury,NY Delivery D1:Roof Comment Plant Delaware Status Approved For Production Latest Revision : Report Type Customer Open-Web Products Trusses Quantity Type Series Depth(s) Appl. Profile Clear Span Pr.Length Pr.Load Fastnrs.Left Fastnrs. Footage Notes Right 35 A Red-M 28/36.1/28 115% Pitched 43'-1.00" 44.0 190.5 2-5/8"x3 2-5i8"x3 j 1540.0' 2 AS Red-M 28/36.1/28 115% Pitched 43'-1.00" 44.0 190.5 2-5i8"x3 2-5ie"x3 88.0, 37 Red-M . . . . Total 1628.0 Open-Web Products Blocking Quantity Type Size Length Net Custom Width Series&Clip Spacing Tight To Notes 170 1 1 2x6 Continuous(ftNet 3.6875 Open-Web Products Bottom Chord Nailer Lineal Ft Type Size Grade Notes 252 2x4 Open-Web Products Strut Bracing Quantity Type Style Spacing Series Notes 20 W6 24 Red-M/H 16 W6 16 Red-M/H 72 W6 32 Red-M/H Open-Web Products Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Depth Spacing Notes 16 B2 47.000 Wind Uplift 30"+ 36 32 28 B2 40.000 Wind U lift 3011 30.1 32 Open-Web Products Load Transfer Blocks Quantity Type Series Size Depth Profile Material Net Length Notes 60 Red-M RED-M S I. 36 Parallel Standard 29.00 TeamBuilder 3.03 D1:105763 McDonald's(Site ID:031-0030) 1 of 2 105763-MaterialList.xlsm Approved For Production 6/21/2017,8:49 AM 2 RedLamTM Products LVL Beams Quantity Type Size Length Grade Footage Notes 2 DRG1 1.75x11.88 17'-0.00" 2.0E _ 34.0 2 DRG2 1.75x11.88 23'-0.00" 2.0E 46.0 _ 6 R01 5.25x9.5 51-0.00" 2.0E 30.0 1 R02 5.25x9.5 6'-0.00" 2.0E _ 6.0 2 R03 5.25x9.5 9'-0.00" 2.0E 18.0 1 R04 5.25x11.88 9'-0.00" 2.0E 9.0 1 R05 3.5x14 9'-0.00" 2.0E 9.0 2 R06 3.5x14 14'-0.00" 2.0E 29.0 2 R07 3.5x14 16-0.00" 2.0E 32.0 9 . . 5.25x9.5 . . . . . . . . . . . . . . . . . . . . . . . . . . ._. . . . . . . . . . . . . . . . . . . Total 54.0 4 . . 1.75x11.88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. Tota/ 80.0 5 . . 3.5x14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Total 70.0 1 ' ' 5.25x11.88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Total 9.0 Bearing Plate Lineal Ft Type Size Net Beveled Notched Grade Profile Angle Thick Thin Width W2 Notes 170 Bpi 2x6 Nom Bev. S I. Not Notched P1 1.8 1.500 1.313 5.500 Hardware Quantity Type Description Notes 1.0 Ib N8(8dxl.5)Nails 10.5 Ib N10(10dx1.5)Nails 148 5/8"x 3"Lag Screw _ 16 A35 Framing Anchor Straps Quantity Type Description Fasteners Notes 3 MST160 Strap Tie 60-Nl0 TeamBuilder 3.03 D1:105763 McDonald's(Site ID:031-0030) 2 of 2 105763-MaterialList.)dsm Approved For Production 6/21/2017,8:49 AM 3 UILT Project: McDonald's(ID:030-2120) Type:A Location:City, State Qty:35 RedOpenWebl v5.0.23 Delivery: R1 Project Number:004597 6/21/2017 8:10:12 AM PAGE 1 Del. Desc.: Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=44' 1.000" - -� shtng - p shtng 0.50'. « 1.63" 0.60"• 1.63"we 28.000"/36.070"/28.000" Red-MTM OPEN WEB TRUSS L Pitched Profile sso" Clear Span=43' 1.000" Top Chord Slope: Left=.375/12, Right=-.375/12 - 2.00"Min.Gap Bot Chord Slope=0 Ridge at 22'0.500"from left reference point 2.00"Min.Gap.l All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 35 Snow at 115%duration,20 Dead(top chord), 0 Dead(bottom chord), @ 32.000"O.C. and: LOAD GROUP#1 @ 22.500"O.C.-2nd from LEFT-MAC Unit w/Parallel drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(plf) W(1.60) 180 0 T6.000" Adds to TC,on chord(s) Brace Point(plf) W(1.60) 180 0 40'7.000" Adds to TC,on chord(s) Brace Tapered(psf) S(1.15) 42.5 to 40.8 0 to 0 6.000"to 10.000" Adds to TC Drift(Perp) Tapered(psf) S(1.15) 40.8 to 42.5 0 to 0 43'3.000"to 43'7.000" Adds to TC Drift(Perp) Point(lbs) S(1.15) 0 155 13'6.000" Adds to TC,on chord(s) MAC(925#/6) Point(lbs) S(1.15) 0 155 21'0.000" Adds to TC,on chord(s) MAC(925#/6) Uniform(psf) S(1.15) 40.8 0 10.000"to 43'3.000" Adds to TC Drift(Parallel) LOAD GROUP#2 @ 32.000"O.C.-10th from LEFT @ 700#&2500#Mech units TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(plf) W(1.60) 180 0 S6.000" Adds to TC,on chord(s) Brace Point(plf) W(1.60) 180 0 40'7.000" Adds to TC,on chord(s) Brace Tapered(psf) S(1.15) 42.5 to 0 0 to 0 6.000"to 8'11.000" Adds to TC Drift(Perp) Tapered(psf) S(1.15) 0 to 42.5 0 to 0 362.000"to 43'7.000" Adds to TC Drift(Perp) Point(lbs) S(1.15) 0 87.5 12'4.000" Adds to TC,on chord(s) Mech(700#/8) Point(lbs) S(1.15) 0 87.5 169.000" Adds to TC,on chord(s) Mech(700#/8) Point(lbs) S(1.15) 0 250 26'9.000" Adds to TC,on chord(s) Mech(2500#/10) Point(lbs) S(1.15) 0 250 33'6.000" Adds to TC,on chord(s) Mech(2500#/10) LOAD GROUP#3 @ 34.000"O.C.-17th from LEFT-Roof hatch&overspace(AS) TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(plf) W(1.60) 180 0 3'6.000" Adds to TC,on chord(s) Brace Point(plf) W(1.60) 180 0 40'7.000" Adds to TC,on chord(s) Brace Tapered(psf) S(1.15) 42.5 to 0 0 to 0 6.000"to 8'11.000" Adds to TC Drift(Perp) Tapered(psf) S(1.15) 0 to 42.5 0 to 0 362.000"to 43'7.000" Adds to TC Drift(Perp) Point(lbs) S(1.15) 0 50 9'2.000" Adds to TC,on chord(s) EF(100#/2) Point(lbs) S(1.15) 0 50 19'10.000" Adds to TC,on chord(s) Hatch(100#/2) Point(lbs) S(1.15) 0 75 266.000" Adds to TC,on chord(s) EF(150#/2) Point(lbs) S(1.15) 0 130 266.000" Adds to TC,on chord(s) Cond.(260#/2) Point(lbs) S(1.15) 0 130 29'7.000" Adds to TC,on chord(s) Cond.(260#/2) Point(lbs) S(1.15) 0 75 35'8.000" Adds to TC,on chord(s) EF(150#/2) LOAD GROUP#4 @ 22.000"O.C.-1st from RIGHT-Worst case parallel drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(plf) W(1.60) 180 0 3'6.000" Adds to TC,on chord(s) Brace Point(plf) W(1.60) 180 0 40'7.000" Adds to TC,on chord(s) Brace Uniform(psf) S(1.15) 48.5 0 6.000"to 43'7.000" Adds to TC Drift(Parallel) Copyright©2016 by RedBuilt LLC Red-MT"'and RedOpenWeb-are trademarks of RedBuilt LLC,Boise,Idaho,USA. 4 RedBuiltT.is a trademark of RedBuilt LLC,Boise,Idaho,USA. 1;i�dBUILT Project: McDonald's(ID:030-2120) Type:A RedOpenWeb-v5.0.23 6/21/2017 8:10:12 AM PAGE 2 LOAD GROUP#5 @ 32.000"O.C.-8th from RIGHT-2100#mech TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(plf) W(1.60) 180 0 3'6.000" Adds to TC,on chord(s) Brace Point(plf) W(1.60) 180 0 40'7.000" Adds to TC,on chord(s) Brace Tapered(psf) S(1.15) 42.5 to 0 0 to 0 6.000"to 8'11.000" Adds to TC Drift(Perp) Tapered(psf) S(1.15) 0 to 42.5 0 to 0 35'2.000"to 43'7.000" Adds to TC Drift(Perp) Point(lbs) S(1.15) 0 210 10'8.000" Adds to TC,on chord(s) Mech(2100#/10) Point(lbs) S(1.15) 0 210 17'5.000" Adds to TC,on chord(s) Mech(2100#/10) LOAD GROUP#6 @ 32.000"O.C.-Uplift(Typ) TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(plf) W(1.60) -180 0 T6.000" Adds to TC,on chord(s) Brace Point(plf) W(1.60) -180 0 40'7.000" Adds to TC, on chord(s) Brace Uniform(psf) W(1.60) -12.1 .1 6.000"to 43'7.000" Replaces TC Net uplift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0') RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 100.2% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 4120 S(1.15) -1161 W(1.60) 4219 S(1.15) -1161 W(1.60) Live Load(lbs) 3318 -1175 2675 -1175 DEFLECTIONS&CAMBER: Deflection(Total Load) Span: 1.560"(L/331) Deflection(Live Load) Span: 1.256"(L/411) Center Span Camber: 0.821", Recommended ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTm materials and code accepted design values. RedBuiltTm Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTm analysis. -Pricing Load= 190.7 plf OPERATOR INFORMATION Ryan Benedetti RedBuilt, LLC 740-368-4226 Copyright©2016 by RedBuilt LLC Red-M-and RedOpenWebl are trademarks of RedBuilt LLC,Boise,Idaho,USA. 5 RedBuilt'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 1;;��dsu,LTDO NOT SCALE THIS TRUSS PROFILE RedOpenWebTM v5.0.23 6/21/2017 8:10:12 AM 21'6.061" Ridge Depth: 36.070" - --- 4.32" 34.662" 6 37.2 6 @ 37.254" • 34.662" 4.32" • 28.0 4" 1 13 16 1 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 1 16 13 1 28.014" • • • 0 0 0 0 0 0 0 0 • • • 15.17" 34.621" 11 @ 37.210" 34.621" 15.17" • - - --- - 43'0.121" Left First Web Distance: 18.618" Left Top Chord Material: 2-2 X 4 2400FB MSR, Right: 2-2 X 4 2400FB MSR Bottom Chord Material: 2-2 X 4 2400FB MSR Camber: 0.821" Bottom Chord Slope: 0 Red-MTM SERIES LEGEND Z-Clip with base plates @ LEFT TOP PIN# 1. Project:McDonald's(ID:030-2120) Truss ID:A Z-Clip with base plates @ RIGHT TOP PIN#15. Location: City,State Quantity: 35 • 1"DIA.PIN 5/8"DIA.PIN Delivery: R1 Project Number:004597 (� WEB,1 1/8"DIA.&WEB GAUGE 1 1/2"DIA. Copyright©2016 by RedBuilt LLC Red-MT",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt—is a trademark of RedBuilt LLC,Boise,Idaho,USA. O1 J;i�dEIUILT Project:McDonald's(ID:030-2120) Type:AS Location: City, State Qty.2 RedOpenWebl v5.0.23 Delivery: R1 Project Number:004597 6/21/2017 8:13:16 AM PAGE 1 Del.Desc.:Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED r - shtng --,-w - -._--_ -.. Reference Span=44' 1.000" shtng • 0.50'• « 1.63" 0.50"• 1.63".� 28.000"/36.070"/28.000" Red-MTM OPEN WEB TRUSS Pitched Profile - ---- 5.50•, - - -- Clear Span=43' 1.000" Top Chord Slope: Left=.375/12, Right=-.375/12 - - •: 2.00^Min.Gap Bot Chord Slope=0 Ridge at 22'0.500"from left reference point 2.00••Min.Gap•. All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(pso: 35 Snow at 115%duration,20 Dead(top chord),0 Dead(bottom chord),@ 32.000"O.C. and: LOAD GROUP#1 @ 22.500"O.C.-2nd from LEFT-MAC Unit w/Parallel drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(plf) W(1.60) 180 0 3'6.000" Adds to TC,on chord(s) Brace Point(plf) W(1.60) 180 0 40'7.000" Adds to TC,on chord(s) Brace Tapered(psf) S(1.15) 42.5 to 40.8 0 to 0 6.000"to 10.000" Adds to TC Drift(Perp) Tapered(psf) S(1.15) 40.8 to 42.5 0 to 0 43'3.000"to 43'7.000" Adds to TC Drift(Perp) Point(lbs) S(1.15) 0 155 13'6.000" Adds to TC,on chord(s) MAC(925#/6) Point(lbs) S(1.15) 0 155 21'0.000" Adds to TC,on chord(s) MAC(925#/6) Uniform(psf) S(1.15) 40.8 0 10.000"to 43'3.000" Adds to TC Drift(Parallel) LOAD GROUP#2 @ 32.000"O.C.-10th from LEFT @ 700#&2500#Mech units TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(plf) W(1.60) 180 0 3'6.000" Adds to TC,on chord(s) Brace Point(plf) W(1.60) 180 0 40'7.000" Adds to TC,on chord(s) Brace Tapered(psf) S(1.15) 42.5 to 0 0 to 0 6.000"to 8'11.000" Adds to TC Drift(Perp) Tapered(psf) S(1.15) 0 to 42.5 0 to 0 352.000"to 43'7.000" Adds to TC Drift(Perp) Point(lbs) S(1.15) 0 87.5 12'4.000" Adds to TC,on chord(s) Mech(700#/8) Point(lbs) S(1.15) 0 87.5 169.000" Adds to TC,on chord(s) Mech(700#/8) Point(lbs) S(1.15) 0 250 269.000" Adds to TC,on chord(s) Mech(2500#/10) Point(lbs) S(1.15) 0 250 33'6.000" Adds to TC,on chord(s) Mech(2500#/10) LOAD GROUP#3 @ 34.000"O.C.-17th from LEFT-Roof hatch&overspace(AS) TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(plf) W(1.60) 180 0 T6.000" Adds to TC,on chord(s) Brace Point(plf) W(1.60) 180 0 40'7.000" Adds to TC,on chord(s) Brace Tapered(psf) S(1.15) 42.5 to 0 0 to 0 6.000"to 8'11.000" Adds to TC Drift(Perp) Tapered(psf) S(1.15) 0 to 42.5 0 to 0 362.000"to 43'7.000" Adds to TC Drift(Perp) Point(lbs) S(1.15) 0 50 9'2.000" Adds to TC,on chord(s) EF(100#/2) Point(lbs) S(1.15) 0 50 19'10.000" Adds to TC,on chord(s) Hatch(100#/2) Point(lbs) S(1.15) 0 75 266.000" Adds to TC,on chord(s) EF(150#/2) Point(lbs) S(1.15) 0 130 266.000" Adds to TC,on chord(s) Cond.(260#/2) Point(lbs) S(1.15) 0 130 29'7.000" Adds to TC,on chord(s) Cond. (260#/2) Point(lbs) S(1.15) 0 75 35'8.000" Adds to TC,on chord(s) EF(150#/2) LOAD GROUP#4 @ 22.000"O.C.-1st from RIGHT-Worst case parallel drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(plf) W(1.60) 180 0 T6.000" Adds to TC,on chord(s) Brace Point(plf) W(1.60) 180 0 40'7.000" Adds to TC,on chord(s) Brace Uniform(psf) S(1.15) 48.5 0 6.000"to 43'7.000" Adds to TC Drift(Parallel) Copyright©2016 by RedBuilt LLC Red-MTM and RedOpenWebT are trademarks of RedBuilt LLC,Boise,Idaho,USA. 7 RedBuilt-is a trademark of RedBuilt LLC,Boise,Idaho,USA 1;i�dBUILT Project: McDonald's(ID:030-2120) Type:AS RedOpenWebl v5.0.23 6/21/2017 8:13:16 AM PAGE 2 LOAD GROUP#5 @ 32.000"O.C.-8th from RIGHT-2100#mech TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(plf) W(1.60) 180 0 3'6.000" Adds to TC,on chord(s) Brace Point(plf) W(1.60) 180 0 40'7.000" Adds to TC,on chord(s) Brace Tapered(psf) S(1.15) 42.5 to 0 0 to 0 6.000"to 8'11.000" Adds to TC Drift(Perp) Tapered(psf) S(1.15) 0 to 42.5 0 to 0 352.000"to 43'7.000" Adds to TC Drift(Perp) Point(lbs) S(1.15) 0 210 10'8.000" Adds to TC,on chord(s) Mech(2100#/10) Point(lbs) S(1.15) 0 210 17'5.000" Adds to TC,on chord(s) Mech(2100#/10) LOAD GROUP#6 @ 34.000"O.C.-Uplift(AS) TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(plf) W(1.60) -180 0 3'6.000" Adds to TC,on chord(s) Brace Point(plf) W(1.60) -180 0 40'7.000" Adds to TC,on chord(s) Brace Uniform(psf) W(1.60) -12.1 .1 6.000"to 43'7.000" Replaces TC Net uplift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: Z-Clip with base plates Bearing Clip: Z-Clip with base plates Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 100.2% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 4120 S(1.15) -1234 W(1.60) 4219 S(1.15) -1234 W(1.60) Live Load(Ibs) 3318 -1249 2675 -1249 DEFLECTIONS&CAMBER: Deflection(Total Load) Span: 1.560"(U331) Deflection(Live Load) Span: 1.256"(U411) Center Span Camber: 0.821", Matched to A ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTm Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTm analysis. -Pricing Load=190.7 plf OPERATOR INFORMATION Ryan Benedetti RedBuilt, LLC 740-368-4226 Copyright©2016 by RedBuilt LLC Red-MT and RedOpenWeb-are trademarks of RedBuilt LLC,Boise,Idaho,USA. 8 RedBuilt-is a trademark of RedBuilt LLC,Boise,Idaho,USA. 1;i��dJSUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb—v5.0.23 ` 6121/2017 8:13:16 AM Ridge Depth: 36.070" 21'6.061" j 4.32" 34.662" 6 A 37 6 @ 37.254" 34.662" 4.32" o• 28.014" • 1 13 16 1 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 1 16 13 14 28.014" • • • o 0 0 o 0 0 0 0 • • • 15.17 34.621" 1 11 @ 37.210" 34.621" 15.17" 43'0.121" Left First Web Distance: 18.618" Left Top Chord Material: 2-2 X 4 2400FB MSR, Right: 2-2 X 4 2400FB MSR Bottom Chord Material: 2-2 X 4 2400FB MSR Camber: 0.821" Bottom Chord Slope: 0 Red-MTM SERIES LEGEND N Z-Clip with base plates @ LEFT TOP PIN# 1. Project:McDonald's(ID:030-2120) Truss ID:AS Z-Clip with base plates @ RIGHT TOP PIN#15. Location:City,State Quantity: 2 • 1"DIA.PIN 5/8"DIA.PIN Delivery: R1 Project Number:004597 j WEB, 1 1/8"DIA.&WEB GAUGE 1 1/2"DIA. Copyright®2016 by RedBuilt LLC Red-Mm,and Red0pen%*15-are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltm is a trademark of RedBuilt LLC,Boise,Idaho,USA. m Qo a d N 0 N C N o a Q c6 (n c V LO � a 02c 2 O�� m _ �' ` p pLLm H ti E D v ~ ` 5 Z o. .~-• U (O tr _ O r W 4.a p a m D N CQ a — N N a E a CO W o y E y c$ m G d 2 N T N D N O_L CO Q E 3C O.T MO N.ID Q € E 'O7 .p C O Nco .0 Z 'O a m , w (D / Q N w D m N v O N O C N d O h b '� a o L N E ° D U C N m mm `m m'c p � It C.0 C � N:`-O16 0 42 € 4� Q2 _ Ct'o 0°1 , `3mdc co s oag m .-a° U] F- `-'.. aa � mua o d ftft 2CM m �' U E N N �? /�� O N a 2 N D p d C m mW W QLL •oc� .om> cNm t3 w,•y-.'o JQ �.,� �'1 Ny ° o ua oN N- 8 C 9 . ?: C2 o O � oa my 12 OXm E vSNd� m �i a�C m o 3 o c.oa E �' N 8 ? 3 E r a 3a yTU0 a 3 >r > Em � 3 t`t�am ¢z3U�Bs v B az 'E k�8 g� rc UJ rctt o� -EG 8. .°a ck •o m E'g ,g 8 9 a m ._ " gx 5m" g3. a 3 =g$ s'e° k Nab m Q „� 4FUS -i zr °m 5 Z /\E A6m \ mE3 v am e� ata m3 95 �A t y U % N a 9sE .. 8m �' z E SD - m o E Z «: 3eo .o m 8 3 o U E U) _ ^b q R 3 g• !N o a J E d a m N-M. Q w O m E cDN a� E m � wx ' b E g§ a a Q - 8 e �a O r ey m Q a a v 2ymo '° E p H OOOa m E z5'�a 000 m �uLa`o Q ��$Y 4 a� m E 25,n \� o �sgag lv$ m O Q cpA m U C W $� m gad a U W o uJ r,R d XIS B vt � �_ �_ ¢ U] aha -� Eo "•8g 3 E g9 ���// O c - \\\ No° Il s'o� z5' z. $ 5 m 5q € b S m r '� € �! N \� IgE U- O - E En== ._ ❑ Hho E z z°c ❑ vIE K� m 0 E 888 s 3 away a�m A L`m N 'T c'� g �• a O� � oV -EK d G 3 m r m �a �%5 w yo C a 5 s.s ami 9 agar 2-3 ? h CL 73 1 U) W F m c m U W a o a3 � r� Z W N N q S S ` y W Q =iro-: F3 mo `6 O ° `oo z QEQ L -E0] � U ' Es m sg ; a€.�.gg� �Z �ttZ '� (n• a &y .2 EHq ffi N V O m m y C ai ami E m q � a y= a 2 D.o a 2 _ y N12` •E D m II¢ m m m O 2,2 ag gs"' s e=e2 $ o'er aui O16m cc lio N2 aC KO a N>aa d '�m .m m0 u O2 m'c a3 �� nV5 LLLLE£5 a��9 •3 c E ma �a3cioow` c�i�S�ooa a� oYD2 me aci oo' m2m � m Qaa O dcm8wOm 00 U0y�LL3�� CN(Nq Dm� Oy o o D 'm a m m\ m m dm"o c`0 3 ami E o f6 a x a a a mH .oc3 � w\ 02 0 G V d u.0£ m d x m m ® ❑ Ucm O D o o@ o m ti o y rn 3�� Qy U TLLt EU N � woai j `2 -06 y d m OI ` C CL 3 U D m -(D N o 4 tEp Q O y o c•G Y0—' C N� -0 Warm °+ `=aG N a 7 G N m 0 D C m,o Q dV_ N O•C Km CO j O C U m N y m m C w T r U p m O W OCn D U m� N CP d'V `L X L N O�L fi ��O y` m m m Z U m m C m D N OI U ❑ U fn U-0'C Q O U y.Fi a C y p N C d't y C K(� 'OCI L 0•L N N O Q `� Z Gm m mo 2.: oyNcA 00 m co OC d mG Ny ym OEQ EO . — o� fmn?Co Wc°s•�.N3,•-mOQ�'toLdm 0.mG:.fo0Q° (a y ij w LO G CO L j T LL Q m C.1 G N O L xo 'oaoO Ef.-!nc � 3 m 0 . LLI �aLL aNr c co Z mmc pO , c �E JOZ C On C &- m ¢ w Q �Q '� a� 3 m... m m N — m x E J 0 W W z y y To m¢ I— I s D I— W C N C C D d C< CDC N \d O N N —L O. o moma G Z 2'oc Q O U ❑ � d L_ O h Ed cs O O m z g m 3 m = g w _" ►a Wk N J ° & �� �rcw $ V z m §Q F = r- _ Ow w r�O ww r " 5 nm N N AA o R J w `o�_i Fg mE, O w Q o Z W • � ° o'mc" a m � FIV LU ID i i i i i i rc Nz w G 6 O� Q 4 3 m C N d V" U O o� �a N w0 N dj O w" co No�Qha �ctl33lyjcJ o rr"mm rc EY z LIJ ol 0 w$ ° - m j? F I 2as tm w`°§.0 °mI- z o�a�N c =5 z -N<6 I ocH-H$oma :E AP-- r rc �e co I � X X - £m nom z - - " a° 3 d u M.2 Esv Z r _ x = off tea " 4 x p s I i a ILL I 8 i O ut� d a0 I x x i mg I I � I az$E�° w�3o¢ ra• w W G=ma KQ OSF r°=. ` 'JNIH1tl3H5 R U. 0� b bb 0 r0"� �Eyrj� 0 O O CC-tx�o.53 Zoll SEe i t_I1 TOWN OF QUEENSBURY j September 18,2017 BUILDING&COMES I 819 Route 9, Queensbury,NY Subject: Acceptance of Material inspection report To Building Official: This letter is to confirm that to the best of my knowledge, Whitestone Associates,INC., has completed the Construction Phase Testing and Inspection(CPT& 1)services for McDonald's project in Queensbury,NY. As a part of this work, Whitestone observed and performed certain testing for special inspection for the following building components: • Building Demo and Debris removal • Excavation for footings/foundations • Reinforcing steel and concrete placement for foundations and slabs-on-grade • Structural Steel • Wood framing All concrete samples have met the appropriate 28-day strength criteria. Based on the field observations,materials testing and laboratory testing completed,the building components observed by Whitestone were constructed in substantial conformance to the project document(plans and specifications). I am aware of no outstanding deficiencies not noted or addressed in their field reports. If you have any questions,please contact Mohamed Yousef,P.E. (9738838573) mohamed.yousef@aecom.com or Evan Scott,AIA(973-883-8590 )evan.scott@aecom.com. Thank you, ohamed Youse P. Project Manager I Senior Structural En 'neer Buildings&Places, Northeast D+19738838573 M+1 Y 111ONEgr Oq� O Gm � * m � r W aW URS Aq tpNP 1255 Broad reet,Suite 201 Clifton,New Jersey 07013 Tel:973.883.8500 Fax:973.883.8501 www.aecom.com p5LGR: UvM SEP 18 ?(? TOWN OF QUEENSBURY BUILDING 8,CODES NEBPA BLOWER DOOR FO Home Energy Experts No"h Eau Buil&ug Performance Afivon 518.350.2941 Contractor: Hunt Companies Inc. Date: 9/18/17 Contractor Address: 515 A State Route 45 City: Argyle State:NY Zip: 12809 518-638-8061 E-Mail JLindsell@Huntcompanies.net Location tested: McDonalds, 819 State Route 9 City: Queensbury State:NY Zip: 12804 E-Mail Reardon6l@gmail.com Ventilation requirements Volume= Height (13)x sq.ft (3612) = 48762 cb ft N Factor 1 = 19 Air Flow b .35 x(volume) 17066 /60= 284 cfm 1.5= 16.8 2= 15.4 Minimum CFM50=Airflow x N Factor 284 x 19= 5404 CFM50 2.5=14.4 What#should be 3= 13.7 Blower Door Diagnostics Ring Open A Inside Temp: 65 F Baseline Pressure -72 Pa. B Outside Temp: 65 F Fan Pressure -50 Pa. C Flow CFM50= 4208 CFM@50 x 60 minutes = 252,480 Volume of building x N factor 926,478 ACH= .27 New York State Requires builders run a blower door test new buildings to ensure a maximum air leakage of three air changes per hour. Blower Door testing performed by North East Building Performance Advisors { 7 Rocky Ridge Warrensburg, NY 12885 BPI GoldStar" C O N T R A C T o R ID: 1006099 Gam--- :D 00 b53- Z©V-1 SOLUTIONS E171T. ,2C0 m Test, Adjust and Balance Report Report Issue Date: 09 / 15 / 2017 Job Name: McDonalds 819 Route 9❑Queensbury, NY❑❑❑❑❑❑❑ 819 Route 9 F❑❑❑ Queensbury, NY Customer Name: MJ Marchia 5 Washington Avenue Bay Shore, NY 11706 TAB Project Manager: Kane DeSouza NEBB Certified Olaf Zwickau TAB Professional: TAB Supervisor: Jason Paulson Certificate Number: 3343 ea/a'c, ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 Tel:(603)262-9292-www.USAbalancing.com a' oAF ZVACKAU Page 1 of 22 CEH33343 ON 00 6.p.3/31/18 adNYtlrOr oilo SOLUTIONS ,I n nni� IZEM Certificate Job Name: McDonalds 819 Route 9❑Queensbury, NYE]❑❑❑... Location: 819 Route 9❑❑❑❑ Queensbury, NY The data presented in this report is a record of system measurements and final adjustments that have been obtained in accordance with the current edition of the NEBB Procedural Standard for Testing, Adjusting and Balancing of Environmental Systems. The measurements shown, and the information given, in this report are certified to be accurate and complete, at the time and date information was gathered. Any variances from design quantities, which exceed NEBB tolerances, are noted in the TAB report project summary. NEBB TAB Firm: Air Solutions & Balancing, LLC 40 King Street, Unit 1 Auburn, NH 03032 NEBB Certified Olaf Zwickau TAB Professional: Registration #: 3343 Certification Date: 03 / 01 / 1998 Expiration Date: 03 / 31 / 2018 ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 Tel:(603)262-9292-www.USAbalancing.com < OLAFZWICKAU SIB Page 2 of 22 CE i33F3 ON j 9 ExP.3/31/18 C� d�dNYdronWt6s A- R Table of Contents SOLUTIONS rz i �- Introduction............................................................................................................................................................................. 1 Certification.............................................................................................................................................................................2 Symbols &Abbreviations........................................................................................................................................................4 Notes...................................................................................................................................................................................... 5 ActualAir Balance..................................................................................................................................................................7 AirApparatus: RTU-1 ............................................................................................................................................................. 8 AirApparatus: RTU-2........................................................................................................................................................... 11 AirApparatus: RTU-3........................................................................................................................................................... 14 AirApparatus: EF-1............................................................................................................................................................... 17 AirApparatus: EF-2.............................................................................................................................................................. 18 AirApparatus: EF-3.............................................................................................................................................................. 19 AirApparatus: EF-4..............................................................................................................................................................20 AirApparatus: EF-5..............................................................................................................................................................22 ©Air Solutions&Balancing,LLC-40 King Street, Unit 1 -Auburn, NH 03032 Tel:(603)262-9292-www.USAbalancing.com N' B Page 3 of 22 SOLUTIONS)MFi Symbols & Abbreviations M-M. 111111,is AHU Air Handling Unit HWR How Water Return AC or ACU Air Conditioning Unit HWS How Water Supply ACCU Air Cooled Condensing Unit UA Inaccessible AMP Amperage I/D Inside Diameter AVG Average LAT Leaving Air Temperature A.D. Air Density LD Linear Diffuser BAS Building Automation System LPS Low Pressure Steam BHP Brake Horsepower LWG Low Wall Grille CD Ceiling Diffuser LWT Leaving Water Temperature CFM Cubic Feet Per Minute MAU/MUA Make Up Air Unit CH Chiller MBH 1,000 BTU's per Hour CHW Chilled Water N/A Not Applicable CHWR Chilled Water Return N.F. No Flow CHWS Chilled Water Supply N/I Not Installed C.S. Carbon Steel N/L Not Listed DAT Discharge Air Temperature N/S Not Specified D.B. Dry Bulb Temperature OD Outside Diameter DD Direct Drive OED Open Ended Duct DIA. Diameter OA Outside Air DSP Discharge Static Pressure OAT Outside Air Temperature Preheat EAT Entering Air Temperature PHC Coil EDC Electric Duct Coil Ph Phase EDH Electric Duct Heater PTAC Packaged Terminal Air Conditioner EF Exhaust Fan PSI Pounds per Square Inch EFF. Efficiency P/T Pressure/Temperature EMS Energy Management System RA Return Air EWT Entering Water Temperature RF or RAF Return Air Fan F Degrees Fahrenheit RG Return Grille FCU Fan Coil Unit RHC Reheat Coil FH Flow Hood RPM Revolutions Per Minute FG Floor Grille SA Supply Air FE Floor Exhaust SEF Smoke Exhaust Fan FR Floor Return SF or SAF Supply Air Fan FLA Full Load Amperage S.F. Service Factor FPB Fan Powered Box SP Static Pressure FPBH Fan Powered Box with Heat SSP Suction Static Pressure FPM Feet Per Minute TAB/T&B Testing, Adjusting&Balancing FS Floor Supply TSP Total Static Pressure Ft. H2O Feet of Water Column VAV Variable Air Volume FTU Fan Terminal Unit VD Volume Damper GPM Gallons Per Minute VFD Variable Frequency Drive HEPA High Efficiency Particulate Arrestance WB Wet Bulb Temperature HOA Hand, Off, Auto Switch WC Water Column HP Horsepower WSHP Water Source Heat Pump Pressure HPS High Pressure Steam DP Differential Pressure HRC Heat Recovery Coil DT Differential Temperature HVAC Heating, Ventilation&Air Conditioning ops&Ba�dn ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 Tel:(603)262-9292-www.USAbalancing.com d OLAF ZW1cKAU Page 4 of 22 ce 3 43oN U,3/31/18 O d'dNYdronv A-jR Notes SOLUTIONS Job Name: McDonalds 819 Route 9❑Queensbury, NY❑❑❑❑... Location: 819 Route 911❑❑❑ Queensbury, NY Actual Air Balance - - Ceiling tiles in the main dining room were missing at time of balance. Air Apparatus - RTU-1 • Unit running at FLA Air Outlet - RTU-1 SA • Outlet#5,outlet#6: Damper 100% closed • Outlet#9, outlet#10: Damper 100% open. Outlets low due to system effect. Air Apparatus - EF-1 • 82x8=4.56k 260FPM 245FPM 243FPM 232FPM AVG FPM=245=1 1 17CFM Air Apparatus - EF-2 • 48x8=2.67k 248FPM 243 238 AVG FPM=243=649CFM • Direct Drive motor maxed out on fan potentiometer. Air Apparatus - EF-3 • 82x8=4.56k 251 FPM 256FPM 256FPM &B�(gncJ°.9 y ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 —B <IT- Tel: Tel:(603)262-9292-www.USAbalancing.com a ouFZWI'G nu 0 RGAMN Page 5 of 22 cean 9�9 Exp.3/31118 9�Cpi '1jHytlronl�Sg A-JR Notes (Page 2) SOLUTIONS AVG FPM=254=678CFM Air Apparatus - FF-5 • No access to measure discharge static pressure. Finished drywall ceiling. r. ns&sal'C/ �~1 ©Air Solutions&Balancing,LLC-40 King Street,Unit t -Auburn,NH 03032 NEB �r Tel:(603)262-9292-www.USAbalancing.com a OLAF Zw cKAU � 1 Page 6 of 22 ceanFicnnor+ Exp.3Y31/18 yb MYdronlcje AdFi SOLUTIONS Actual Air Balance Technician: JoMcDonalds 819 Route 91]Queensbury, NY! System Supply Air Return Air Outside Air Exhaust Air Pressure in CFM RTU-1 5739 3958 1781 0 1781 RTU-3 4768 3520 1248 0 1248 RTU-2 1614 1209 405 405 EF-1 1117 -1117 EF-2 0 0 0 649 -649 EF-3 0 0 0 678 -678 EF-4 0 0 0 377 -377 EF-5 71 -71 Totals 12121 8687 3434 2892 342 Building Pressure at Front Door: 0.002 Building Pressure at Rear Door: 0.03 opS&Bala i ©Air Solutions&Balancing,LLC-40 King Street, Unit 1 -Auburn, NH 03032 Tel:(603)262-9292-www.USAbalancing.com a o AF zw'CKAU CERTIFICAMN Page 7 of 22 3343 9l E.p, 31/18 cA a'tlNYtlron���e� soLuTR Air Apparatus Technician: Matt Smith System/Unit: RTU-1 Job: McDonalds 819 Route 9❑Queensbury, NYE]❑❑❑... Test Date: 09/ 14 /2017 Air Apparatus Data Design Data Location: Roof Top Supply Air CFM: 7000 Service: Kitchen Return Air CFM: 5300 Manufacturer: Trane Exhaust Air CFM: 0 Model NurffbUD210G3RZB05H0C0A1 A0000000000000000 Outside Air CFM: 1700 Serial Number: 172810422D Fan RPM: 1066 Fan Orientation: CWTH Static Pressure Suction: Type of Damper: Motorized Static Pressure Discharge: Total External Static: 1.2 Motor Data Motor Manufacturer: Marathon Final Test Data Motor H.P. /Frame: 5/56HZ Supply Air CFM: 5739 Efficiency/Power Factor: NL%/0.85 Return Air CFM: 3958 Motor RPM: 3450 Exhaust Air CFM: 0 Voltage: 208/230/460 Outside Air CFM: 1781 Phase: 3 Fan RPM: 924 Full Load Amps: 13.4/ 12.6/6.3 Motor RPM: 3389 Service Factor: 1.15 Motor Operating Hz: 60 Static Pressure Suction: -0.6806 Fan Drive Data Static Pressure Discharge: 1.801 Motor Pulley Size: 1 VP56 Total External Static: 2.4816 Motor Shaft Diameter: 7/8 Voltage: 207/207/207 Fan Pulley Size: 181/2 Amperage: 13.3/ 13.3/13.3 Fan Shaft Diameter: 1 3/16 Motor B.H.P: 0 Number Of Belts: 1 Filter Quantity/Filter Size: 8/20x2Ox2 Belt Size: BX85 Filter Quantity/Filter Size: 4/ 16x20x2 Shaft Centerline Distance: 221/4 Filter Quantity/Filter Size: / S&88/84°'° ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 y° N�EtB_B s f Tel:(603)262-9292-www.USAbalancing.com a OLAF ZWICKAU 0 Pa e 8 of 22 CEIT1F331C43°N '�' g Exp.D Q O ���a"YdronwjegC A-*JFi SOLUTIONS Traverse MM 111111,2721M Technician Matt Smith System/Unit: RTU-1 OA Job: McDonalds 819 Route 9❑Queensbury, NY❑❑❑❑... Test Dat. 09/ 14 /2017 Rectangular Length (in): 60 Design Velocity: 0 Rectangular Width (in): 17 Design CFM: 1700 Total Area (Sq. ft.): 7.083 Duct Air Temp (F): Total Avg. Velocity: 252 Static Pressure (In w.c.): Total CFM: 1781 Pos 1 2 3 1 4 5 6 7 8 1 9 10 11 12 13 14 15 1 16 1 17 18 19 20 1 217 248 278 263 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ods&8a�an Bp 41 A ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 ye N� UP Tel:(603)262-9292-www.USAbalancing.com OLAFZWICKAU _ Page 9 of 22 ceanFicnnoN 3343 E%P.y81/18 a s e� Nydrontcj¢ A- R SOLUTIONS A i r Outlet Technician: Matt Smith System/Unit: RTU-1 SA Job: McDonalds 819 Route 9❑Queensbury, NYI11. " Test Date: 09/ 14/2017 Area Served Outlet Design Preliminary Final % to No Type Size CFM CFM 1 CFM 2 CFM 3 CFM Design Kitchen 1 S-7 8x 16 300 262 262 87 Kitchen 2 S-7 8x 12 200 160 160 80 Kitchen 3 S-7 8x 12 200 173 173 87 Kitchen 4 S-1 10 x 10 600 460 460 77 Kitchen 5 S-1 10 x 10 600 509 509 85 Kitchen 6 S-1 10 x 10 600 565 565 94 Kitchen 7 S-1 10 x 10 600 515 515 86 Kitchen 8 S-1 10 x 10 600 542 542 90 Kitchen 9 S-1 10 x 10 600 324 324 54 Kitchen 10 S-1 10 x 10 600 351 351 59 Kitchen 11 S-1 10 x 10 600 327 427 71 Kitchen 12 S-1 10 x 10 600 382 496 83 Kitchen 13 S-1 10 x 10 600 466 466 78 Kitchen 14 S-1 10 x 10 600 489 489 82 Totals: --r7300 5525 0 0 5739 79 ops&ea�an a ©Air Solutions&Balancing,LLC-40 King Street, Unit 1 -Auburn,NH 03032 " N_E B_B f PSI%, Pak Tel: (603)262-9292-www.USAbalancing.com a OLAFZWICKAU 0 Page 1 0 of 22 CER3343 ON ME, Lj ExP3131/18 i dOdHydron+ctez SOLUTIONSAJFi Air Apparatus 1.11IM-515M Technician: Jason Paulson System/Unit: RTU-2 Job: McDonalds 819 Route 91]Queensbury, NYE]❑❑❑... Test Date: 09/ 14 /2017 Air Apparatus Data Design Data Location: Roof Top Supply Air CFM: 1600 Service: Storage Return Air CFM: 1200 Manufacturer: Trane Exhaust Air CFM: 0 Mod61 &3RYA0NH0C0A1 A00003000000000000000 Outside Air CFM: 400 Serial Number: 172811583L Fan RPM: 1129 Fan Orientation: CWDB Static Pressure Suction: Type of Damper: MOD Static Pressure Discharge: Total External Static: 1.0 Motor Data Motor Manufacturer: Genteq Final Test Data Motor H.P. /Frame: 1 /NL Supply Air CFM: 1614 Efficiency/Power Factor: NL%/NL Return Air CFM: 1209 Motor RPM: NL Exhaust Air CFM: Voltage: 208/230/ Outside Air CFM: 405 Phase: 1 Fan RPM: Direct Drive Full Load Amps: 9.4/ / Motor RPM: Direct Drive Service Factor: NL Motor Operating Hz: 60 Static Pressure Suction: -0.17 Fan Drive Data Static Pressure Discharge: 0.28 Motor Pulley Size: Direct Drive Total External Static: 0.45 Motor Shaft Diameter: Direct Drive Voltage: 213/ / Fan Pulley Size: Direct Drive Amperage: 2.0/ / Fan Shaft Diameter: Direct Drive Motor B.H.P: 0 Number Of Belts: Filter Quantity/Filter Size: 4/16x25x2 Belt Size: Direct Drive Filter Quantity/Filter Size: / Shaft Centerline Distance: Direct Drive Filter Quantity/Filter Size: / ops&88/en ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 y' � �r Tel:(603)262-9292-www.USAbalancing.com a ouFzwicKnu Page 11 of 22 CER3343 ON c a/av,e � c lgnaNYdronlct�� A- R soLuTi©Ns Traverse r Technician: Jason Paulson System/Unit: RTU-2 OA Job: McDonalds 819 Route 91]Queensbury, NY❑❑❑❑... Test Date: 09/ 14 /2017 Rectangular Length (in): 36 Design Velocity: 0 Rectangular Width (in): 15 Design CFM: 400 Total Area (Sq. ft.): 3.75 Duct Air Temp (F): Total Avg. Velocity: 108 Static Pressure (In w.c.): Total CFM: 405 Pos 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 120 107 97 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 _ (%5&Baldnc'� I A ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032P(E C Tel: (603)262 929g2 www.USAbalancing.com < oERFICA'n u Pa e 12 of 22 cEanFoN EaP.3/31/18 9?d�aNydronXZeS�cA /-A SOLUTIONS AIC Outlet 11KIM. Technician: Jason Paulson System/Unit: RTU-2 SA Job: McDonalds 819 Route 9--Queensbury, NYE]❑❑❑... Test Date: 09/ 14/2017 Area Served Outlet Design Preliminary Final % to No Type Size CFM CFM 1 CFM 2 CFM 3 CFM Design Storage 1 S-2 8 x 8 250 233 246 98 Storage 2 S-2 8 x 8 250 144 235 94 Storage 3 S-2 8 x 8 200 150 194 97 Dishwashing 4 S-2 8 x 8 200 260 204 102 Office 5 S-2 8 x 24 100 92 110 110 Corridor 6 S-2 8 x 12 400 233 430 108 Break Room 7 S-2 8 x 8 200 120 195 98 Totals: 1600 1232 0 0 1614 101 ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 y0 NEBB 9r Tel:(603)262-9292-www.USAbalancing.com a OAF ZWICKAU 0 0Page 13 of 22 CERTIFICATION 9' Exp.3/31/18 Com' s� anaMYdron10Se A--JFi Air Apparatus SOLUTIONS Technician: Matt Smith System/Unit: RTU-3 Job: McDonalds 819 Route 9❑Queensbury, NYE]❑Ell]... Test Date: 09/ 14/2017 Air Apparatus Data Design Data Location: Roof Top Supply Air CFM: 5000 Service: Dining Return Air CFM: 1800 Manufacturer: Trane Exhaust Air CFM: 0 Model Number: YHD150G3RZB05H0C0A1A3 Outside Air CFM: 1200 Serial Number: 172810418D Fan RPM: Fan Orientation: Horizontal Static Pressure Suction: Type of Damper: MOD Static Pressure Discharge: Total External Static: Motor Data Motor Manufacturer: marathon Final Test Data Motor H.P. /Frame: 3/56HZ Supply Air CFM: 4768 Efficiency/Power Factor: N/L%/N/L Return Air CFM: 3520 Motor RPM: 1725 Exhaust Air CFM: 0 Voltage: 208/230/460 Outside Air CFM: 1248 Phase: 3 Fan RPM: 629 Full Load Amps: 9.4/9.2/4.6 Motor RPM: 1755 Service Factor: 1.15 Motor Operating Hz: 60 Static Pressure Suction: -0.3555 Fan Drive Data Static Pressure Discharge: 0.0818 Motor Pulley Size: 1 VL40 Total External Static: 0.4373 Motor Shaft Diameter: 7/8 Voltage: 206/206/206 Fan Pulley Size: BK110 Amperage: 6.1 /6.1 /6.1 Fan Shaft Diameter: 1-3/16 Motor B.H.P: 0 Number Of Belts: 1 Filter Quantity/Filter Size: 4/20x2Ox2 Belt Size: BX68 Filter Quantity/Filter Size: 4/20x25x2 Shaft Centerline Distance: 22-1/2 Filter Quantity/Filter Size: / opS&ea/an 1 ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 Tel:(603)262-9292-www.USAbalancing.com a o nr zwiacnu —c Page 14 of 22 cea3Fi343 �1 i ew.srav,e � 9y �c anaNYdr0160 A- R SOLUTIONS Traverse 1 Technician: Matt Smith System/Unit: RTU-3 OA Job: McDonalds 819 Route 9--Queensbury, NY-- -__... Test Date: 09/ 14 /2017 Rectangular Length (in): 58 Design Velocity: 0 Rectangular Width (in): 17 Design CFM: 1200 Total Area (Sq. ft.): 6.847 Duct Air Temp (F): Total Avg, Velocity: 182 Static Pressure (In w.c.): Total CFM: 1249 Pos 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 187 181 209 187 148 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0�5&ea�an ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn, NH 03032 Tel: (603)262-9292-www.USAbalancing.com a OLAF ZWICKAU 0 Page 15 of 22 CERTIFICATION Enp.3/31118 9y �c 01) HYd'001.Seh SOLUTIONS Air Outlet 1<: . . Technician Matt Smith System/Unit: RTU-3 SA Job: McDonalds 819 Route 9'Queensbury, NYS-----... Test Date: 09/ 14 /2017 Area Served Outlet Design Preliminary Final % to No Type I Size CFM CFM 1 CFM 2 CFM 3 CFM Design Mens Bathroom 1 S-3 8 x 8 150 98 135 90 Womens Bathroom 2 S-3 8 x 8 150 101 140 93 Corridor 3 S-2 8 x 12 405 172 366 90 Dining 4 S-2 8 x 12 405 299 371 92 Vestibule 5 S-5 8 x 8 200 170 183 92 Dining 6 S-3 8 x 8 200 194 187 94 Dining 7 S-3 8 x 8 200 198 185 93 Dining 8 S-3 8 x 8 200 154 187 94 Dining 9 S-3 8 x 8 450 575 473 105 Dining 10 S-2 8 x 12 405 330 412 102 Dining 11 S-2 8 x 12 405 370 402 99 Dining 12 S-2 8 x 16 450 555 406 90 Dining 13 S-2 8 x 12 405 430 384 95 Dining 14 S-2 8 x 12 405 364 396 98 Dining 15 S-2 8 x 12 375 234 356 95 Dining 16 S-5 8 x 8 200 158 185 93 Totals: 5005 1 4402 0 0 4768 95 o"s&Baan o� c' Bf$ l ©Air Solutions&Balancing, LLC-40 King Street, Unit 1 Auburn,NH 03032 �o\ N_EE_B f Tel:(603)262-9292-www.USAbalancing.com a LA OF Page 16 of 22 CERTIFICATION 9^ Exp.3/31/18 CDi do �5\ aNYdron10S A-J SOLUTIONS Air Apparatus Technician: Jason Paulson System/Unit: EF-1 Job: McDonalds 819 Route 9❑Queensbury, NY❑❑❑❑... Test Date: 09/ 14/2017 Air Apparatus Data Design Data Location: Roof Top Supply Air CFM: 0 Service: KH-1 Return Air CFM: 0 Manufacturer: Greenheck Exhaust Air CFM: 1175 Model Number: CUE-162HP-VG7-MCD Outside Air CFM: 0 Serial Number: 15079251 17G Fan RPM: 1124 Fan Orientation: Upblast Static Pressure Suction: Type of Damper: None Static Pressure Discharge: Total External Static: 0.77 Motor Data Motor Manufacturer: VariGreen Final Test Data Motor H.P. /Frame: 1/2/NL Supply Air CFM: Efficiency/Power Factor: NL%/NL Return Air CFM: Motor RPM: 300-1725 Exhaust Air CFM: 1117 Voltage: 115/ / Outside Air CFM: Phase: 1 Fan RPM: Direct Drive Full Load Amps: 6.2/ / Motor RPM: Direct Drive Service Factor: NL Motor Operating Hz: 60 Static Pressure Suction: -0.8 Fan Drive Data Static Pressure Discharge: Motor Pulley Size: Direct Drive Total External Static: 0.8 Motor Shaft Diameter: Direct Drive Voltage: 119.5/ / Fan Pulley Size: Direct Drive Amperage: 4.78/ / Fan Shaft Diameter: Direct Drive Motor B.H.P: 0 Number Of Belts: Filter Quantity/Filter Size: / Belt Size: Direct Drive Filter Quantity/Filter Size: / Shaft Centerline Distance: Direct Drive Filter Quantity/Filter Size: / 0�5&Baan ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 Tel:(603)262-9292-www.USAbalancing.com a OLAF ZWICKAU _ Page 17 of 22 CER 3W ON INAE .�. 9goEzp.3/31/l1O8 MdonY" t esJc SOLUTIAdFi Air Apparatus ONS 1-1_14- X-4 Technician: Jason Paulson System/Unit: EF-2 Job: McDonalds 819 Route 90Queensbury, NYO1100... Test Date: 09/ 14/2017 Air Apparatus Data Design Data Location: Roof Top Supply Air CFM: Service: KH-1 Return Air CFM: Manufacturer: Greenheck Exhaust Air CFM: 720 Model Number: CUE-142HP-VG5-MCD Outside Air CFM: Serial Number: 15086487 Fan RPM: 1320 Fan Orientation: Upblast Static Pressure Suction: Type of Damper: None Static Pressure Discharge: Total External Static: 0.79 Motor Data Motor Manufacturer: VariGreen Final Test Data Motor H.P. /Frame: 1/2/NL Supply Air CFM: 0 Efficiency/Power Factor: NL%/NL Return Air CFM: 0 Motor RPM: 300-1725 Exhaust Air CFM: 649 Voltage: 115/ / Outside Air CFM: 0 Phase: 1 Fan RPM: Direct Drive Full Load Amps: 6.2/ / Motor RPM: Direct Drive Service Factor: NL Motor Operating Hz: 60 Static Pressure Suction: -0.77 Fan Drive Data Static Pressure Discharge: Motor Pulley Size: Direct Drive Total External Static: 0.77 Motor Shaft Diameter: Direct Drive Voltage: 118.8/ / Fan Pulley Size: Direct Drive Amperage: 4.0/ / Fan Shaft Diameter: Direct Drive Motor B.H.P: 0 Number Of Belts: Filter Quantity/Filter Size: / Belt Size: Direct Drive Filter Quantity/Filter Size: / Shaft Centerline Distance: Direct Drive Filter Quantity/Filter Size: / ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 Tel:(603)262-9292-www.USAbalancing.com a o�nFzwicKnu Page 18 of 22 cE�33 3 E.P.3/31/18 a 9� cA e HYdrollwSg SOLUTIONSAdFi Air Apparatus FIRM mI Technician: Jason Paulson System/Unit: EF-3 Job: McDonalds 819 Route 9❑Queensbury, NYE][100... Test Date: 09/ 14/2017 Air Apparatus Data Design Data Location: Roof Top Supply Air CFM: Service: KH-3 Return Air CFM: Manufacturer: Greenheck Exhaust Air CFM: 720 Model Number: CUE-142HP-VG5-MCD Outside Air CFM: Serial Number: 15086484 17G Fan RPM: 1320 Fan Orientation: Upblast Static Pressure Suction: -0.85 Type of Damper: None Static Pressure Discharge: Total External Static: 0.79 Motor Data Motor Manufacturer: VariGreen Final Test Data Motor H.P. /Frame: 1/2/NL Supply Air CFM: 0 Efficiency/Power Factor: NL%a/NL Return Air CFM: 0 Motor RPM: 300-1725 Exhaust Air CFM: 678 Voltage: 115/ / Outside Air CFM: 0 Phase: 1 Fan RPM: Direct Drive Full Load Amps: 6.2/ / Motor RPM: Direct Drive Service Factor: NL Motor Operating Hz: 60 Static Pressure Suction: 0 Fan Drive Data Static Pressure Discharge: Motor Pulley Size: Direct Drive Total External Static: 0 Motor Shaft Diameter: Direct Drive Voltage: 119.2/ / Fan Pulley Size: Direct Drive Amperage: 4.25/ / Fan Shaft Diameter: Direct Drive Motor B.H.P: 0 Number Of Belts: Filter Quantity/Filter Size: / Belt Size: Direct Drive Filter Quantity/Filter Size: / Shaft Centerline Distance: Direct Drive Filter Quantity/Filter Size: / �s&Ba'a'c�9 s [N ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 Tel:(603)262-9292-www.USAbalancing.com a OLAP ZWICKAU Q Page 19 of 22 cE3343" 3 43 e �'Nytlronf�tg� Al d rwl SOLUTIONS Air Apparatus FvMlpl s Technician: Jason Paulson System/Unit: EF-4 Job: McDonalds 819 Route 91]Queensbury, NYE]LIE]❑... Test Date: 09/ 14/2017 Air Apparatus Data Design Data Location: Roof Top Supply Air CFM: Service: Restrooms Return Air CFM: Manufacturer: Greenheck Exhaust Air CFM: 400 Model Number: G-099-V64X-QD Outside Air CFM: Serial Number: 15081801 Fan RPM: 1126 Fan Orientation: Downblast Static Pressure Suction: Type of Damper: Gravity Static Pressure Discharge: Total External Static: 0.5 Motor Data Motor Manufacturer: VariGreen Final Test Data Motor H.P. /Frame: 1/4/NL Supply Air CFM: 0 Efficiency/Power Factor: NL%/NL Return Air CFM: 0 Motor RPM: 300-1725 Exhaust Air CFM: 377 Voltage: 115/ / Outside Air CFM: 0 Phase: 1 Fan RPM: Direct Drive Full Load Amps: 3.5/ / Motor RPM: Direct Drive Service Factor: NL Motor Operating Hz: 60 Static Pressure Suction: -0.15 Fan Drive Data Static Pressure Discharge: Motor Pulley Size: Direct Drive Total External Static: 0.15 Motor Shaft Diameter: Direct Drive Voltage: 120/ / Fan Pulley Size: Direct Drive Amperage: 0.45/ / Fan Shaft Diameter: Direct Drive Motor B.H.P: 0 Number Of Belts: Filter Quantity/Filter Size: / Belt Size: Direct Drive Filter Quantity/Filter Size: / Shaft Centerline Distance: Direct Drive Filter Quantity/Filter Size: / S&sa/",Y ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 y r� Tel:(603)262-9292-www.USAbalancing.com OIAF rn1C OU CERTIFICATION Page 20 of 22 33x3 P.3!31/18 ��dHydrof% A- R SOLUTIONS Air Inlet ff-'EM _ Technician: Jason Paulson System/Unit: EF-4 EA Job: McDonalds 819 Route 9-Queensbury, NY❑❑❑❑... Test Date: 09/ 14 /2017 Area Served Outlet Design Preliminary Final % to No Type Size CFM CFM 1 CFM 2 CFM 3 CFM Design Bathroom 1 E-1 8"x 8" 200 452 197 Bathroom 2 E-1 8"x 8" 200 382 180 Totals: 400 834 0 0 377 94 ops&ea�dn ©Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 �' N_EB_B Tel:(603)262-9292-www.USAbalancing.com OLAF ZWICKAU RTIi Page 21 of 22 °E 33W°N .a1 ,�, vg Ev,.vaina ria d7 5 °HYtlronicte /q Fi SOLUTIONS Air Apparatus III'n!fMI-n-�K4 Technician: Jason Paulson System/Unit: EF-5 Job: McDonalds 819 Route 9❑Queensbury, NY❑❑❑❑... Test Date: 09/ 14/2017 Air Apparatus Data Design Data Location: Ceiling Supply Air CFM: 0 Service: Janitor Closet Return Air CFM: 0 Manufacturer: Greenheck Exhaust Air CFM: 75 Model Number: SP-A90 Outside Air CFM: 0 Serial Number: 15090272 Fan RPM: 1100 Fan Orientation: Ceiling Static Pressure Suction: Type of Damper: None Static Pressure Discharge: Total External Static: 0.20 Motor Data Motor Manufacturer: Greenheck Final Test Data Motor H.P. /Frame: NL/NL Supply Air CFM: Efficiency/Power Factor: NL%/NL Return Air CFM: Motor RPM: Direct Drive Exhaust Air CFM: 71 Voltage: 115/ / Outside Air CFM: Phase: 1 Fan RPM: Direct Drive Full Load Amps: 0.17/ / Motor RPM: Direct Drive Service Factor: NL Motor Operating Hz: 60 Static Pressure Suction: 0 Fan Drive Data Static Pressure Discharge: Motor Pulley Size: Direct Drive Total External Static: 0 Motor Shaft Diameter: Direct Drive Voltage: 118/ / Fan Pulley Size: Direct Drive Amperage: 0.13/ / Fan Shaft Diameter: Direct Drive Motor B.H.P: 0 Number Of Belts: Filter Quantity/Filter Size: / Belt Size: Direct Drive Filter Quantity/Filter Size: / Shaft Centerline Distance: Direct Drive Filter Quantity/Filter Size: / f. 00 Air Solutions&Balancing,LLC-40 King Street,Unit 1 -Auburn,NH 03032 Tel:(603)262-9292-www.USAbalancing.com < oLAF ZWICKAu _ Page 22 of 22 CE"3 143 oN g�aNyd,00X0t0 yep. L7. 1UIIR I : jIrIVI VIU18 - IU O. UU`9U r. 1 MIDDLE DEPARTMEN-f INSPECTION AGENCY, INC. V'W9&that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: McDonalds Date: 09/15/2017 Occupant: Location Comm. 819 Route 9 Occupancy Oueensbu Warren Co. NY Non-Residential ry� Applicant: � Koval Contracting ..:.;_....::......:........__• l 110 Button Rd. Waterford, N.Y. 12188 �- -- Joseph A.Holmes No. - - - - - - 14104513593�6EL_ - - - - - - - - - - - - - - Equipment: 800 Amp. Service Equipment; 2 - 750 MCM Service Conductors; d=-Switches; 68 - Receptacles; 135 - Fixtures; 9 - Exit Lights; 3 - RTUs; 12 - Pole Lights; 1 - Freezer, 2 - Menu Boards (Exterior); 4 - Grills; 14 - Hand Dryers; 1 - Trash Compactor; 2 -Steamers; 1 - Menu Board;.1 - Shake Machine; 2 - Coffee Brewers; 1 -Tea Brewer; 1 - Soda Machine; Panels; 1 -Walk-In Cooler . ', ... . Amp Panel; 2 -225 Amp 1 - Ice Machine; 2 -Air Curtains; 1 -Toaster,, 1 Bun Steamer; 3 - HoldingCabinets; 1 100 This certificate applies to the electrical wiring to the electrical equipment rsted immediately null and void. This certificate applies only to the use,occupancy and l above and the installation inspected as of the above noted date based on a visual ownership as inclIcaled herein. Upon a change In the use,Occupancy or ownership Inspection, No warranty is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate Shall be immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certlficate may be revalidated upon reinspection by Middle Deparlment System to which this certificate applies be altered In any way,including but not limit- inspection Agency, Inc. An application for inspection must be submitted to Middle ed to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation any of the components Installed as Of the above noted date,this certificate shall be process. A fee will be charged for this service. C:L -rU53- ZOi�` D z� SEP " 2017 TOW D G&CODES Y >U 'F- �6HP Y6 R3 a "tll`M 4;§R o� - a:anop�gWw-Baa= asrss�;e;�a.y:�a.�a$R'g.� sagsg$ �ss �°„gy' a 6Gi "5` 45"a C€�'`GR3°bal Ig�8k tlw Mu€a Hag:HI ��a�;>ip$e€ee�w�a aE =haw Bain€� a �s3 =a Rt3 € Man llnhy �Oi mg=�3"ga$"=�aga�' oR€sGhasyg! G�=x;F�iv^s$a=� €mea$=� z � e$^Fs�:g,s �'s ea.�€m"a sipavaa�ass'"=wa a '�.�asas p a e O 3 gb3=e :<a a"ab;a V astR � = � �����iW��^„aN cP`z � W Cli @�:� � ". — � 3 s W��3rk�EE 4 ga B w 111111 _ M® \ fl GES vJ A CS ¢v WC? \\ W _" ,'^ Q 8 a Q O ` U7, LL -- --------------- ju I a \` I Guam \ I I \ 5 $ � I ^ o � em W a5N pm 3@ �6 I I 38 bo a6d �6 •' I 1 3 sa b 5 , O1p 3 ��x Ep gel �a @8 g8� �g 11 11 1 1 1 1 H"'; 1 w §j �° g e MMI— c 1 a - bsqa"xs� l 1 H-98 3 n 1 1 a s Y € g o$HIM ea � u 1 1 p 3 3 ` � m IMHO a $g aad 'sag a al.H $ 363NaR8 Ra ea =ff