Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
CC-0015-2022
Office Use Only .ADDITION/ALTERATION PERMIT Permit#: G C, av I �" Z(jz;t PPLI ATION A C Permit Fee: $ i'b (Y , �0 Town of QucensbW7 742 Bay Road,Queensbury,NY 12804 L � :Invoice#: Ll P:518-761-8256 www.ciueensburV.net nf1 Flood Zone? Y6/Reviewed Er. E Project Location: 751 UPPER "TF 2 U 2022 Tax Map ID#: OIF QUEENSBUi bd vision Name: (former Price Rite) TOWN BUILDING&CODES PROJECT INFORMATION: TYPE: Residential XX Commercial, Proposed Use: Single-Family _Two-:Family _ Multi-Family(#of units ) _Townhouse _ Business Office 20�_ Retail _ Industrial/Warehouse _Garage (#of cars_) Other (describe ) ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: . 1st floor: 1st floor: 30,884 2"d floor: 2"d floor: 3rd floor: Yd floor: Basement (habitable space): Basement (habitable space): Total sq ft: - Total sq ft: 30,884 Scope of work to be done:. INTERIOR TENANT ALTERATION OF EXISTING SPACE, TO UPFIT NEW TENANT "BIG LOTS" INCLUDING ELEC / MECH / PLMB SCOPES. Addition/Alteration Application Revised January 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ Yqo 0DDa 2. Source-of Heat (circle one):XX : Gas _Oil Propane _Solar_Other Fireplaces/inserts need a separate Fuel Burning Appliances &:Chimney Application 3. Are there any structures not shown on the plot plan? =YES XX.NO Explain: 4. Are there any easements on the property? _YES XX NO SITE INFORMATION: 'INTERIOR SCOPE. • Is this a corner lot? YES NO • Will the grade be changed as a result of the construction? YES XXX NO • What is the water source? XXXPUBLIC _PRIVATE WELL • What type of wastewater system is on the parcel? XX_SEWER _PRIVATE SEPTIC DECL AFZATION: 1. 1 acknowledge that no construction shall be commenced prior to the.issuance of a valid permit and will be completed Within a 12 month period:Any changes to the approved plans prior to/during construction will require the submittal of amended plans, additional:reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%.of.the fee is retained. 3. If the work is not completed, by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. 1 certify that the application, plans and supporting materials are a true and a complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 5. 1 acknowledge that prior to occupying the facilities proposed I, or my-agents, will obtain a certificate of occupancy. 6. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities priorto issuance ofa.certificate of occupancy. I have read and agree to the above: PRINT NAME: LYN DAVIES SIGNATURE:' DATE: 1-14-22 Addition/Alteration Application Revised January 2021 S CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): LYN DAVIES Mailing Address, C/S/Z: 75-60TH ST SW WYOMING MI 49548 Cell Phone: ) 616-493-9326 Land Line: �) Email: lynd@precisionpermits.com • :Primary Owner(s): Name(s): NEGRO COMPANIES Mailing Address, C/S/Z: 20 CORPORATE WOODS BLVD ALBANY NY 12804 Cell.Phone: 518461-8200 Land Line: Email: lisa j@nigrocosxom ❑ Check if all work will be performed by property owner only Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): GC / SUBS -TO BE DETERMINED. Contractor Trade: Mailing Address, C/S/Z: . Cell Phone: � ) Land Line: � ) Email: **Workers' Comp documentation must be submitted with this application** • Arch itect(s)/Engi nee r(s): Business Name: ABBOT ARCHITECTS Contact Name(s):. KEITH FAGAN Mailing Address, C/S/Z: 130 E CHESTNUT : COLUMBUS OH 43215 Cell _Phon.e: 614-461-0101 Land Line: �) Email: kfagan@abbotstudios.com Contact Person for Compliance in regards to this project: LYN-DAVIES Cell Phone: 616-493-9326 Land Line: � ) Email: PREFERRED: Iynd(a)precision permits.com Addition/Alteration Application Revised January 2021 COMcheck.Software Version 4.1.5.1 Mbehanical- Compliance Certificate of 1NAeF .Project Information EnergV Code: - 90.1 2016 Standard :r Project Title; BIG LOTS r . Location:. Glens Falls; New-York . Climate Zone: 6a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contra��r � 1� 751'UPPER GLEN.ST. _-®� TOM HESTON . QUEENSBURY, NY:12804 McENGINEERING . �`` 750..BROOKSEDGE BLVD. ER L EWESTERVILLE,OH 43081 614-839-4639 Mechanical.Systems List REVIEWED .FOR 00a6tity system Type&"Description ENERGY COD.E:'COMPLIANCE 2 RTU-2&3(Single Zone): Heating`"1 each-Central Furnace,Gas;Capacity=251 kBtu%h .' Proposed Efficiency.=81.00%Et,Required Efficiency: 80.00%Et . Cooling:1 each-Single Package DX,Unit,Capacity=256 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency_9.80 EER;Required.Efficiency: 9.86 EER.+11.4 IEER Fan System: FAN SYSTEM 1 1 sales-=Compliance(Motor nameplate HP method):Passes Fans: FAN 1 Supply,Constarit Volume,8000 CFM,5.0 motor nameplate hp,90.0 fan efficiency,grade - 1 Water Heater 1: Electric Storage Water-Heater,Capacity:20 gallons w/Heat Trace Tape Installed No minimum efficiency requirement applies 2 Water Heater 2: Electric Instantaneous Water Heater,.Capacity:0 gallons w/Heat Trace.Tape Installed . No minimum efficiency requirement applies Mechanical ComplianceStatement Coinplfance.Statenj6nt:_The proposed mechanical design represented.in.this document is consistent with the.building plans,. specifications,and other'ealculations submitted with this_permit application.The proposed-mechanical systems have been designed to meet.the 90.1 (2016)Standard requirements'in COMcheck Version 4.1.5;1 and to comply with any applicable requirementsmandatory P t,. Christine DeWulfEl listed in the Inspection Checklis � �. ��1�� rf/f'1R 02/07/2 Name-Title, Signature-- Date Project Title: BIG LOTS Report date: 02/07/22 Data filename: 0:\2141xxx\2141211\06Design\O1 Electrical\2141211.cck Page 1 of 12 COMcheck Software Version :4.1.5.1 Inspection Checklist Energy Code:,90.1 (2016) Standard Requirements: 84.0% were addressed directly in the COMcheck.'software Text in the "Comments/Assumptions" column is provided by the user�in:the COMcheck Requirements screen: For each requirement,-the user certifies that a code requirement will.be:met'and how that is documented; or that an exception is being claimed: Where compliance is itemized in a separate table, a,reference to that table is provided. Section # Plan Review Complies?.'. Comments/Assumptions :& Req.ID 4.2.2, I Plans;specifications,and/or ;❑Complies ;Requirement will be met. 6:4:4.2.1, 1calculations provide all information. ❑Does Not 6:7:2 ;with-which compliance can be,' ' ❑NofObservable [PR2]1- {determined for the mechanical ;❑Not A Observable; le ; Isystemsand equipment and ' p k document where exceptions to the ;standard are claimed.Load ; calculations per acceptable ;engineering standards and .. !handbooks: ; 4:2:2, ;Plans,specifications;and/or, ❑Complies. Requirement will be met: 7.1.1, 4calculations provide all information Do Not 30.4.2 wI h,which.compliance can be '❑Not.Observable [PR3]1 ;determined for the service water ; heating systems and equipment and Not Applicable ;document where,exceptions.to the ; ;standard.are.claimed: Hot.water system.sized per manufacturer's sizing.guide: 4.2.2, (Plant,specifications,and/or. ;E]Complies 8.4.1.1, calculations provide all.information �❑Does.Not 8.4.1.2, ;with,which compliance can be ❑Not Observable; 8.7 :deterrriined'for the electrical:systems ; [PR6]2 ;and equipment and document where .;❑Not Applicable exceptions are claimed. Feeder connectors sized in accordance with ; ;approved plaris_and branch-circuits - sized for maximum drop-of 3%: - 6:7:2:4 ';Detailed instructions for HVAG ;❑Complies. ;Exception: Requirement does not apply: [PR5]1 !systems commissioning included on. E]Does Not. the.plans or specifications for projects >=50,000.ft2: ❑Not-Observable, {❑ Not Applicable , Additional Comments/Assumptions.: . 1 High Impact(Tier 1): 1 2 I.Mediuffi Impact(Tier 2). 3 Low.Impact(Tier 3) . Project Title: BIG LOTS Report date: 02/07/22 Data filename: 0A2141xzx\2141211\06Design\01 Electrical\2141211.cck Page 2 of. 12 _tion # Footing/Foundation.lnspection Complies?. Comments/Assumptions & Req.' SecID 6.4,3.7 Freeze protection and snow/ice . ;E]Complies Requirement will be met. [FO9]3 j melting system sensors for future jE]Does Not ; connection to controls ;EINot Observable;. . . ;E]Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier.l).- 2 Mediurii Impact(Tier 2);' 1 3 Low.lmpact(Tier 3) Project Title: BIG LOTS Report date: 0.2/07/22 Data filename: 0:\2141xzx\2141211\060esign\O1 Electrical\21412:11.cck Page 3 of 12 section # Plumbing Rough-In Inspection Complies?:. Comments/Assumptions- & Req.ID 7.4.4.1 'Temperature-controls installed on ';[]Complies ;Requirement will be met. [PL2]3 -. service water heating systems []Does Not (<=120°F to maximum tempature for.intended er ended Use). ;[]Not Observable; I .;[]Not Applicable 7.4:4.2 Automatic time switches installed to " ;[]Complies: I Requirement will"be met. [PL3j1 !'auto m' atically switch off the []Does Not (recirculating hot=water system or heat trace." []Not Observable _ ;E]Not Applicable :- 7.4:4.2 Automatic time switches installedao ;[]Complies ;Requirement will be met. [PL3]1: -. outomatically.switch off the '[]Does Not u rerculating hot-water system or heat ;trace. . []Not Observable ;[]Not Applicable. ; 7.4,6 Heat traps installed on non-circulating";[]Complies ;Requirement will be met. [PL4]3 storage water tanks: []Does Not ;[]Not Observable; jE]Not-Applicable " Additional Comments/Assumptions: 1 High Impact(Tier,1) 77F2 Medium Impact(Tier 2). 3 Low Impact(Tier 3) Project Title: BIG LOTS Report date; 02/07/22 Data filename: P:\2141xxx\2141211\06Design\01 Electrical\21412-1l.cck Page 4 of 12 Section Mechanical.Rough4n. Plans Verified. Field Verified #. Complies;. . Coirirnents/Assumptions & Req.ID Inspection Value. . -Value 6.4.1.4, HVAC equipment efficiency Efficiency: ; Efficiency: . ;❑Complies ;See the.Mechanical Systems list 6.4.1.5 verified. Non-NAECA HVAC :❑Does Not ;for values. [MEJ]z equiprrient labeled as meeting 90.1. ❑Not Observable ❑Not Applicable 6.4.3.4.1 `Stair and elevator shaft vents I U]Complies ;Exception': Requirement [ME3]3 ,have motorized dampers that + ❑Does Not does not apply. automatically close. ❑Not Observable ONot Applicable 6.4.3.4.2, Outdoor air and exhaust systems] ❑Complies ;Requirement will be met. 6.4.3.4.3 have motorized dampers that' Does Not [ME4]3 automatically-shut when.not in I ❑Not.Observable ,use and meet maximum leakage .I -rates. Check_gravity dampers ❑Not Applicable where allowed. 6.4.3.4.5 ,Enclosed parking garage ; ❑Complies ;Exception:Requirement [ME39]3 ventilation has automatic a :❑Does Not :does' not apply. !contaminant.detection and capacity to stage or,modulate ❑Not Observable ,fans to 50%or less of design. ;❑Not Applicable j capacity. 6.4.3.4.4 Ventilation fans>0.75 hp have ' ❑Complies ;Requirement:will be met. [ME5]3 automatic controls to shut off fan ❑Does Not when not required. y ,❑Not Observable I ❑Not Applicable 6.4.3.8 ;Demand control ventilation I �❑Complies ;Requirement will be met: [ME6]1 p bvided:for spaces >500.:ft2 arid Does Not >25 people/1000 ft2 occupant I ;density and.served by;systems ( ❑Not Observable with air side economizer, auto: } ;❑Not Applicable modulating outside air damper control,or design airflow>3-,000 { cfm. - 6.5.3.2.1 DX cooling systems.>= 75 kBtu/h j ❑Complies 'Exception: Requirement [ME40]2 '(>= 65 kBtu/h effective 112016) ❑Does Not does not apply. and chilled-water and evaporative cooling fan motor-hp j ,❑Not Observable see the Mechanical systems list >= 1/4 designed to vary.supply 1 ❑Not Applicable ;for values. ;fan airflow a$a function of load and comply with operational requirements.. ; 6.4.4.1.1 `Insulation exposed to weather ! '❑Complies Requiirement will be met. [ME7]3 protected from damage. ❑Does.Not i Insulation.outside of.the conditioned space and associated_; ❑Not Observable with cooling systems is vapor ❑Not Applicable retardant. 6.4.4.1.2 HVAC ducts and plenums _ R- R- ❑Complies ;Requirement will be met: [ME8]z :insulated per Table 6.8,2.:Where ; ;❑Does Not ducts or plenums are installed in j br under a slab,verification may ; ;❑Not.Observable :need to occur during.Foundation ;❑Not Applicable 1 , I Inspection. 6.4.4.1.3 ;HVAC_piping insulation thickness. in. in. ;❑Complies !Requirementwill be met. [ME9]2 Where piping is installed-in or ❑Does Not under a slab,-verification may need to occur during Foundation ;❑Not Observable Inspection. ; Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2), 3 Low Impact(Tier 3) . Project Title: BIG LOTS Report date: 02/07/22 Data filename: P:\2141xxx\2141211\06Design\01 Electrical\2141211.cck Page 5 of 12 Section Mechanical Rough-In Plans Verified. Field Verified # . Complies. Comments/Assumptions & Req:ID Inspection, Value Value 6.4.4.1.4 Thermally ineffective panel ; ElComplies :Exception: Requirement [ME41]3 surfaces of sensible heating ❑Does Not does not apply. panels have insulation >= R-3.5. ❑Not Observable ❑Not Applicable j 6.4.4.2.1 :Ducts and plenums having y !❑Complies {Requirement will be meta [ME10]2 �pressure class ratings are Seal ❑Does Not 'Class A construction. :[-]Not Observable. ONot.Applicable j 6.8,1-15, Electrically operated DX-DOAS ; ❑Complies ;Exception: Requirement 6.8.1-16 units meet requirements per i Does Not does not apply. [ME110]2 Tables 6.8.1-15 or 6.8.1-16. ❑Not Observable ❑Not Applicable 6.4.4.2.2 Ductwork operating >3 in:water. ❑Complies :Exception.: Requirement [ME11]3 column requires air leakage ❑Does Not does not apply. testing. ❑Not Observable j ❑Not Applicable 6.5.2.3 Dehumidificatlon.controls J '❑Complies ;Requirement will.bemet. [ME19]3 provided'to prevent reheating, :❑Does Not retooling, mixing of hot and-cold airstreams or.concurrent heating ;❑Not;Observable 'and cooling of the same Not Applicable airstream. I 6.5.2.4.1 Humidifiers with airstream '❑Complies Exception: Requirement [ME68]3 mounted preheating jackets have '❑Does Not does not apply. preheat auto-shutoff value set to . ,❑Not Observable activate when humidification is , not required. ❑Not Applicable 6.5.2.4.2 Humidification system dispersion ; uComplies :Ex ception: Requirement [ME69]3 ,tube hot surfaces in the i ❑Does Not !does not apply. airstreams of ducts or air- handling units insulated >= R- ! ❑Not Observable 0.5. y -❑Not Applicable 6.5.2.5 Preheat coils controlled to stop ; ❑Complies ;Requirement will be met. [ME70]3 heat output whenever ❑Does Not mechanical cooling, including economizer operation, is active. []Not Observable ❑Not Applicable 6.5.2.6 :Units that provide ventilation'air ❑Complies ;Requirement will be met. [ME106]3 to multiple zones and operate in ❑Does Not conjunction with zone heating and cooling systems-are ; ❑Not Observable ;prevented'from using heating or ❑Not Applicable j heat recovery to warm supply air i ,above 60°F when representative- i j building loads or outdoor air I temperature indicate that most zones demand cooling. 6.5.3.6 Motors.for fans >= 1/12 hp and ❑Complies ;Requirement will be met. [ME72]2 ;< 1 hip are electronically- I ❑Does Not commutated motors or have.a { minimum motor-efficiency of ❑Not Observable 70%..These motors are also ❑Not Applicable speed.adjustable for either j balancing or remote control. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: BIG LOTS Report date: 02/07/22 Data filename: P:\2141xxx\2141211\06Design\01 Electrical\2141211.cck Page 6 of 12 Section F Mechanical Rough-In Plans Verified. Field Verified es.Compli Comments/Assumptions & Req.ID Inspection Value Value 6.5.3.4 Parallel-flow fan-powered VAV air ❑Complies ;'Exception: Requirement [ME108]2 �termihals have automatic j ❑Does Not does not apply. controls to a)turn off the j 'terminal fan except when space ❑Not Observable 'heating is required or if required ❑Not Applicable . ;for:ventilation; b)turn on the. . . terminal fan as the first stage of heating before the heating coil is I activated; and c) during heating ,for.warmup"or setback temperature control,either operate the terminal fan and ,heating coil without primary air or reverse the terminal damper logic and provide heating from the central air handler through primary_air. f 6.5.3.7 Required minimum outdoor air ,❑Complies ;Requirement will be met. [ME109]? rate.is.the larger of minimum 1 ❑Does Not outdoor air rate or minimum exhaust air rate required by ❑Not Observable 'Standard 62.1, Standard 170,or i ON"ot Applicable applicable codes or accreditation standards.Outdoor air ventilation systems shall comply with one of I the following: a) design minimum i j system outdoor air provided < ; 135%of the required minimum I outdoor'air rate, b) dampers; ductwork,and controls allow the ; system to supply<_the I ,required.minimum outdoor air 'rate with,a.single set-point adjustment:,.orc) system I includes exhaust air energy recovery complying with Section ' ,6.5.6.1; f 6.5.3.3 Multiple zone VAV systems with ; ;❑Complies IException:.Requirement [ME42]3 DDC of individual zone boxes ❑Does Not does not apply. have static pressure setpoint ! ❑Not Observable reset controls. ;See the Mechanical Systems list ❑Not Applicable ;for.va/ues. - 6.5.4.2 HVAC.pumping systems with->= ❑Complies:: ;.Exception: Requirement [ME25]3 3,control,values designed for i ElDoes Not #es not apply: variable fluid flow(see.section details). I ❑Not Observable ❑Not Applicable .j. 6.5:6.1 ;Exhaust air energy recovery on ❑Complies ;Exception: Requirement [ME56]1 :systems meeting Tables 6.5..6.1- I ❑Does Not does not apply. 1,and 6.5.6.1-2'. ❑Not Observable ❑Not Applicable j 6.5.7.1 Conditioned supply air to space i ❑Complies ;Requirement will be met. [ME100)2 'with mechanical exhaust'<=the .f ❑Does Not greater of criteria of supply flow, required ventilation rate, exhaust I Not Observable j flow minu the available transffer ❑Not Applicable ;air(see.section details). 6.5.7.2.1 Kitchen' >5,000 cfm have ❑Complies Exception: Requirement [ME32]2 make up air>=50%of exhaust ; ❑Does.Not does not apply: .. air volume. 1 i ❑Not Observable ;E]Not Applicable 1 High Impact(Tier 1). 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: BIG LOTS Report date: 02/07/22 Data filename: P:\2141xxx\2141211\06Design\01 Electrical\2141211.cck Page 7 of 12 Section . Mechanical-Rough-In. Plans Verified Field Verified # Complies.. Comments/Assumptions & Req.ID Inspection Value: : Value 6.5.7.2.4 Approved field test used.to ;❑Complies ExceptiomRequirement a [ME49]3 f evaluate,design.air flow rates ;❑Does Not �does not apply. and demonstrate proper capture 1, hand containment of kitchen ❑Not Observable ?exhaustsy5tems.. . i❑Not Applicable . 6.5.8.1 ;lJnenclosed spaces that are ( !❑Corplies I Exception: Requirement [ME34]z heated use_only radia ;do nt heaf: , ; Does Not es not apply. ❑Not Observable.j ❑Not:Applicable . -6:5,9 ;Hot.gas.bypass.lirnited to::<=240 ;❑Complies 'Requirement will be met. [ME35]_ kBtu/h=-15.%>240 kBtu/h-..10% ;❑Does Not ; ❑Not Observable I ; Not Applicable 7.4.2 :Service water heating equipment; ❑Complies' j [ME36]2 meets efficiency.requirements: . { ;❑Does",Not f i i❑Not Observable l �Not:Applicable 7.4.2 ;Service water heating equipment 1 ;❑Comp,lies. [ME36]2 meets.efficiency requirements. i �❑Does Not ❑Not Observable ;❑Not Applicable j 6.4.3.9 Heating for vestibules arid:air. ❑Complies, ;Exception: Requirement [ME63]2 ,curtains with integral heating ❑Does Not jdoes not.apply: include automatic controls that i . shut off the.heating.system when ;❑Not Observable outdoor air'temperatures>45F: . (❑Not Applicable Vestibule heating and cooling, j systems controlled by'a thermostat in the vestibule with heating setpoint<= 60F and i , cooling setpoint>=80r: .. 6.5.10 ;Doors separating conditioned ❑Complies - Exception: Building [ME73]3 yspace from the outdoors have ❑Does Not entrances have automatic i controls.that.disable/reset_ ;closing devices: heating and cooling system when. ;❑Not Observable !open.. ❑Not Applicable, . Additional Comments/Assumptions: 1 High Impact(Tier.l). 2 Medium Impact(Tier 2). 3 Low.lmpact(Tier 3) Project Title: BIG LOTS Report date: 02/07/22 Data filename: P:\2141xxx\2141211\06Design\01 Electrical\2141211.cck Page 8 of 12 Section # Rough-ln.Electrical�lnspection Complies?- Comments/Assumptions & Req.ID 8.4.2 ;At least 50%.of all 125 volt 15-.and ;OComplies ;Exception:Space:type is not private office,open office;or [EL10]2 20-Amp receptacles are control led•by Does Not _ com ut p er classroom. an automatic control device. ;E]Not Observable; 1Not Applicable 8.4.3 ;New buildings have:electrical energy: ;ElComplies [EL11]2 use'measurement devices.installed:. :E]Does Not Where tenant spaces exist,each ;l]Not Observable: tenant.is"monitored separately..In.• , . i buildings with a digital.control system :E1 Applicable the energy,use is transmitted to to ;control system and displayed . ;graphically': . 10.4.1 ;Electric motors meetrequirements . . ;OComplieS ;Requirement will be met.. [EL9]2 ;where applicable. Does Not ;l]Not Observable: I ;l]Not Applicable J. Additional Comments/Assumptions: 1 High llnpact(Tier-1) 2 Medium-Impact(Tier 2)' 3 LOW.Impact(Tier 3) .. Project Title: BIG LOTS Report date: 02/07/22 Data filename: 0:\2141xxx\2-141211\06Design\O1 Electrical\2141211.cck Page 9 of 12 Section #.' Final lnspection Complies?. Comments/Assumptions & Req.-ID 6.4.3.1.2 'Thermostatic controls have a 5 'F ❑Complies I Requirement will be met. [FI3]3 deadband. ;❑Does Not ! ONot Observable; 1 . ❑Not Applicable j 6.4.3.2 iTemperat&6 controls have s6tpoint ❑Complies Requirement will be Met. [F120]3 overlap restrictions. :❑Does Not i ;❑Not Observable ' ;QNot Applicable.. - 6.4.3.3.1 `.'VAC systems equipped with at least ;❑Complies ;Requirement.will be met. [FI21]3 done automatic shutdown control. :El' Does Not ❑Not Observable ❑Not Applicable 6.4.3.3.2 !Setback controls allow automatic ;❑Complies Requirement will be met. [FI22]3 ;restart and temporary.operation as C❑Does Not required for maintenance. ❑Not Observable,; ; Not Applicable 6.4.3.12 ;Air economizer has a fault detection ;❑Complies ;Requirement will be.met. [F120013 :and.diagnostics(FDD)system (see QDoes.Not details for configuration and ❑Not-Observable operational requirements). , ❑Not Applicable..;. 6.4.3.6 When humidification and ;❑Complies ;Requirement will be met_. [F[6]3 dehumidification are provided to a. _ ❑Does Not +zone,sirriultaneous operation is: ;.prohibited. Humidity control.prohibits ;❑Not Observable the Use of fossil fuel.orelectricity to ;❑Not Applicable produce RH > 30%in the warmest zone'humidified and RH.< 60% in the ;coldest zone dehumidified. 6.7.2.1 Furnished HVAC as=built drawings OComplies ;Requirement will be met. [FI7]3 •submitted.within 90 days.of system ❑Does Not, iacceptance. -]Not Observable: !. . . ❑Not Applicable 6.7.2.2 ;Furnished 0&M manuals for HVAC ;❑Complies: Requirement will be met. l Y y y . .. ; Does Not, ; . [FI8]3 's stems within 90 days, stem• ❑" aacceptance. I ❑Not Observable: ❑Not Applicable. 6.7'.2.3 ;Ari air and%or.hydro,nic system,. . ;❑Complies :Requirement will be met. [F191 balancing report is provided.for HVAG ;❑Does Not j systems serving zones >5,000_ft2 of` ,❑Not Observable; conditioned area. I. . . ❑Not Applicable 6.7.2.4 y i❑Complies :Requirement will-be met. ;HVAC controls stems have been ' [FI10]1, tested to ensure proper operation, ElDoes Not ;calibration and adjustment of controls: ❑NOt.Observable Not Applicable e bl 7.4.4.3 '❑Corri0es ;Requirement will be met. Public lavatory faucet water q [FI11]3 ;temperature<=310°F. ;❑Does Not ❑Not Observable t ;❑Not Applicable 7.4.4.3 'Public lavatory faucet water ;❑Complies ;Requirement will be met. [FI11]3 itemperature<=110°F. ;❑Does Not ;❑Not Observable: ❑Not Applicable 1 High Impact(Tier,1)- 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: BIG LOTS Report date: 02/07/22 .Data filename: P:\2141xxx\2-141211\06Design\01 Electrical\2141211.cck Page 10 of 12 ; Section # Final Inspection Complies? Comments/Assumptions & Req.ID 10.4.3 1 Elevators are designed with the." 'El Complies ;Exceptlon:.Requirement does not apply. [FI24]2 !proper li htin ,-ventilation power,and 9 9 p _ ,Does Not standby mode. ❑Not Observable;, ❑Not Applicable 7.4.3 ;First 8 ft of outlet piping in ❑Complies_ IRequirement will be met. [FI45]2 nonrecirculating storage system, or 1E.D6es Not branch piping connected to i ;❑Not Observable' .recirculeted,,'heat traced,or , impredance heated piping is QNot Applicable: ; jnsulated. 7.4.3 ;First 8 ft of.outlet piping m ❑Complies ;Requirement will be met: [FI45]2 nonrecirculating storage.system, or :. :❑Does'Not. ;branch piping.connected to. ;pNot Observable; recirculated,heat traced,or impredance heated piping is ❑Not Applicable insulated.. 7.4.3 All.heat traced or externally heated--. ;❑Complies. ;Requirement will be met. .. [FI46]2 piping insulated. ❑Does Not ; ❑Not Observable; ❑Not Applicable. ; 7.4.3 All heat traced or externally heated ;OComplies Requirement will be met. [FI46]2 i piping insulated. ❑Does Not ❑Not,Observable; ;E!Not-Applicable Additional Comments/Assumptions: 1 FIjIgh Impact(Tier.1): 2 I.Mbdium Impact(Tier 2). 3 Low Impact(Tier 3) Project Title: BIG LOTS Report date: 02/07/22 Data filename: P:\2141xxx\2141211\06Design\01 Electrical\2141211.cck Page 11 of 12 Project Title: BIG LOTS Report date: 02/07/22 Data filename: PA2141xxx\2141211\06Design\01 Electrical\2141211.cck Page 12 of 12 COMcheck Software Version 4.1.5.1 Interior Lighting Compliance Certifi e Project Information D C E a 4, Energy Code: 90.1 (2016) Standard JAN 2.0 2022 Project Title: BIG LOTS Project Type: New Construction TOWN OF QUEENSBURY ` 8Sb7-1 � BUILDING&CODES Construction Site: Owner/Agent: Designer ctor: _ 751 UPPER GLEN ST. TOM HESTON QUEENSBURY, NY 12804 M-ENGINEERING 750 BROOKSEDGE BLVD WESTERVILLE, OH 43081 s LE COPS 614 839-4639 REVIEWED FOR Allowed Interior Lighting Power ENERGY CODE COMPLIANCE A Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Retail:Sales Area 22867 1.22 27898 2-Common Space Types:Storage 7051 0.63 4442 3-Common Space Types:Restrooms 437 0.85 371 4-Common Space Types:Office-Enclosed 271 0.93 252 5-Common Space Types:Lounge/Breakroom 258 0.62 160 Total Allowed Watts= 33123 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-Retail:Sales Area LED 1:8':Other: 1 272 60 16320 Track lighting 1:TRACK: Wattage based on 20 feet of track 0 0 600 600 LED 3 copy 2:2X2:Other: 1 12 30 360 LED 10 copy 1:4':Other: 1 4 30 120 2-Common Space Types:Storaae LED 1 copy 1:8%Other: 1 66 60 3960 3-Common Space!ypes:Restrooms LED 3 copy 2:2X2:Other: 1 12 30 360 4-Common Space Types:Office- Enclosed LED 3 copy 1:2X2:Other: 1 8 30 240 5-Common Space Types:Lounge/Breakroom LED 3 copy 1:2X2:Other: 1 8 30 240 Total Proposed Watts= 22200 302.6-1-26 CC-0015-2022 Big Lots 751 Glen St. Space 2 Commercial Alterations Project Title: BIG LOTS Report date: 01/13/22 Data filename: P:\2141xxx\2141211\06Design\01 Electrical\2141211.cck Page 1 of 6 Interior Lighting Design better than code Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 90.1 (2016) Standard requirements in,COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. TOM HESTON-DESIGNER A "`�� � ' 1-13-22 Name-Title Signature Date Project Title: BIG LOTS Report date: 01/13/22 Data filename: P:\2141xxx\2141211\06Design\01 Electrical\2141211.cck Page 2 of 6 COMcheck Software Version 4.1.5.1 Inspection Checklist Energy Code: 90.1 (2016) Standard Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID 4.2.2, ;Plans,specifications, and/or ;❑Complies 9.4.3, 9.7 :calculations provide all information ❑Does Not [PR4]1 !with which compliance can be I❑Not Observable; determined for the interior lighting and electrical systems and equipment ❑Not Applicable and document where exceptions to ;the standard are claimed. Information 1 provided should include interior i lighting power calculations, wattage of; bulbs and ballasts, transformers and ; control devices. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) =;3: Low Impact(Tier 3) Project Title: BIG LOTS Report date: 01/13/22 Data filename: P:\2141xxx\2141211\06Design\01 Electrical\2141211.cck Page 3 of 6 .section #, Bough-in Electricalinspection" = Complies? Comments/Assumptions .Req.1 D, 9'A4.1-1- 'Automatic control requirements ElComplies -[.EEIT]? iprescribed in Table 9.6.1,for the I❑Does Not {appropriate space type, are installed. ; Mandatory lighting controls(labeled ;[]Not Observable i as 'REQ') and optional choice controls I❑Not Applicable (labeled as'ADD1' and 'ADD2') are S implemented. 9.4.1.1 Independent lighting controls installed ;❑Complies [EL2]2,- !per approved lighting plans and all I❑Does Not manual controls readily accessible and Ivisible to occupants. I❑Not Observable; I ;❑Not Applicable 9.4.1.1f !!Daylight areas under skylights and I❑Complies [EL13]1 !roof monitors that have more than I❑Does'Not 150 W combined input power for ; !general lighting are controlled by ;❑Not Observable photocontrols. ;❑Not Applicable 9.4.1.3 iSeparate lighting control devices for ;❑Complies [EL4]1 Ispecific uses installed per approved I❑Does Not lighting plans. ❑Not Observable j ;❑Not Applicable 9.6.2 ;Additional interior lighting power ElComplies [EL8]1 !allowed for special functions per the I❑Does Not I approved lighting plans and is !❑Not Observable automatically controlled and Iseparated from general lighting. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: BIG LOTS Report date: 01/13/22 Data filename: P:\2141xxx\2141211\06Design\01 Electrical\2141211.cck Page 4 of 6 Section # Final Inspection-. Complies? Comments/Assumptions & Iteq:ID - - 8.7.1 I Furnished as-built drawings for ;❑Complies [FI16]3... !electric power systems within 30 days 1❑Does Not lof system acceptance. . , ;❑Not Observable; j ;❑Not Applicable 8.7.2 {Furnished 0&M instructions for ;❑Complies [FI17]3 systems and equipment to the 1❑Does Not .;building owner or designated representative. ❑Not Observable ❑Not Applicable ; 9.2.2.3 Interior installed lamp and fixture I❑Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 I lighting power is consistent with what :❑Does Not is shown on the approved lighting !plans,demonstrating proposed watts ;❑Not Observable j are less than or equal to allowed 1❑Not Applicable 1 watts. 9.4.4 iAt least 75%of all permanently ;❑Complies ; [F]20]1 installed lighting fixtures in dwelling ElDoes Not j units have>= 55 Im/W efficacy or a ; 1>=45 Im/W total luminaire efficacy. ;❑Not Observable ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: BIG LOTS Report date: 01/13/22 Data filename: P:\2141xxx\2141211\06Design\Ol: Electrical\2141211.cck Page 5 of 6 . b Project Title: BIG LOTS Report date: 01/13/22 Data filename: P:\2141xxx\2141211\06Design\01 Electrical\2141211.cck Page 6 of 6 r :M NO. PART NUMBER DESCRIPTION QTY.. 1 1916-21-4.5-120-F97-A15-V98 1916 GRAVITY ROLLER CONVEYOR 1 _ CVP0135-1.5-120 RAIL,CHANNEL,F97,3-1/2X1-1/2X1/8 2 �1�t copy PCP1260 COUPLER,BUTT,IX1-3/8X1/8,ANG,CENTER,GALV 4 CVP0127-21 CROSSTIEANGLE,35 TIE,21 LG 3 CVS0003-A15-21-V98 ROLLER,R1916,A15 BEARING 27 .ems, • 9 •S 24.00 �• .` 1.50 FRAME 21.00 '•. BETWEEN.FRAME��•25 '� •• accD 0 —� 3.50 0 END VIEW o 0 0 o o o o o o o o o o o o o o o o o 0 o o o o o o o o o o o o o o o o oo 0 120.00 4.50 ROLLER CENTERS 25 O o 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o o 0 0 o 0 0 0 0 0 o d o o d O o p o O p O WOW O O d O O d O O d O O d O O p O O p O O p O O p O O p O O p O O p O O Q O O Q 50 U_ �o o U U a b U o oU U �o o U U U U o oU U Uo o U �✓ li U o oU U �TT 3••. 4o Cw o o o o o o o o 4�A o o o o o o o o 9�>�0� FRAME ,..^ e.�r,:.�.,... ,�,.�.>� iu, � a, `= ' T �r. �� . 4J{ .�S i�i i-.�. •. � ..ram" ., -� ,� � _ � y � -� �', � � r as: - �# � - � j �� S � ' �' � ; _ _ ���' } Y e4 � � a. .�" ,�<• ti �i M � t: �� 4 � 6 _ 1 � � � � 4 �g� ?� ��. #,, R �? 1 ,.d.z �, k $ b t� aa� � jj't i l� v�x� �� ��� 3 � ,� �r "'yr ' r��i'" �� �! ��� :j i � �. ���' T k -,� {r� r � y y � � - _, i � �: ar ��, , a __ r k � "� _ ..► ,7.�._. b +�+� ar.. ,..�'. ,t '� K r ,� ��, c �' Y i Ai t + r 4Ewa 11 1 f .;,�`,,r,�"-�` �. .� ,gip• ,� ' �,a�, � 1 1^ r a� t fi7lt �^ �r; P 1 1 if ��i jj! -!i ,.. — .. _ _ _- ., ,. - - -_ - — .. � �r a __. _. � .a a � _ - :_---- - 4 1 __ i - - - - - - � - _ �_ --= - _-... , . ��' ! ,, 4 _ �lF ,- ff: i+ t _ -_ _ _ - � f -.P ��«.: 't�;s�a I __ _ �'� it i,:1' - -- - _ — '�=� � _ j . n. ,1 — _ _. __ _ _ _. _ _ .. _ _._ __—___..-^:�'—"_ �. ^!'DIY Zip' �� r3y'.a',_ -_ M1�> �'f'.�y. _ i E...ro�x'_l - - - .�'N:.Ysa-ry ,'eke �L ` ��� 4 _ t q::��, - _ - _�, t r-" _ 1 1 aw i I _ F �,.. �9 �� �1 y�iI 5 � �� � #4 .. I N - a .p9. .•, A1— l- FEM NO. PART NUMBER DESCRIPTION QTY. 1 CVS1531-18 S U PPORT,FOOT,WELD,I 2GA,SPH 2 2 CVP1698-19 SUPPORT INNER CHANNEL,I 2GA,SPM 2 7 8 4 3 PCP 1 198 SUPPORT TOP ANGLE,8GA X 1.5 X 4.18 2 4 PCP0788 NUT,SERRATED FLG LOCK,3/8-16,ZINC 20 3 ' 5 CVP0127-23.125 CROSSTIE,ANGLE,35 TIE,23.125 LG 2 6 PCP0651-1.00 BOLT,CARR,3/8-16,GR5,ZP 8 5 7 PCP0585 WASHER,USS FLAT5/16',ZINC 12 2 8 PCP0523-1.00 SCREW,HHCS,3/8-16X1.00,GR5,ZP 12 NOTE:SAME AS CVS0230-33-24 7 6 4 OD 3.0 5.0 7.0 CD ' \� lO i o � 24.82 i� 24.07 � 1.5 TYP 4.5 0 i 0 3.75 12.0 25.75±5.50 10.42 r tot zol 54 - _ loft f i 1 e J (l• 3 L. r v✓ < j v� y r k � I i y. a 4 1 ,Is +t+t, ICtn rt�j+ 1E�`l�} et11 � 81 41P ' 10 �F t Y ,� x� ,F� ��� ��; r? IF 1 2I2 2 3 2 A ID )l a,� tin VA _1tS- ,. 1'47 . 1'S 119 2,0 2 y itl �n 1. 91 it: N� ter. �,',wa:,::s�RT i• �aY " •is �r"�':: .. �k3 � a, _ =mow. �'�'�_ — �,�,.k:• ' :'r R FILE COPY SUBMITTAL Project Big Lots - Queensbury, NY Date Monday, December 13, 2021 ® No Exceptions Taken ❑ Revise and Resubmit ❑ Rejected ❑ Submit Specified Item ❑ Reviewed Only ❑ Furnish As Corrected Corrections or comments made on the shop drawings_during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check NAMES A R E is only for review of general compliance with the information given in the contract documents. The contractor is responsible for:confirming and correlating all quantities and 2 VC� NOT 1 &2 dimensions,selecting fabrication processes and techniques of construction. Hate 12/14/2021 By Christine DeWulf M-Engineering 1 _\D 2021 -12-14 Table Of Contents Project: Big Lots-Queensbury, NY 12/13/202 Prepared By: 05:22P RTU1.2..................................................................................................................................................................................3 UnitReport...............................................................................................................................................................................................4 CertifiedDrawing.........................................................................:............................................................................................................5 PerformanceSummary...........................................................................................................................................................................10 Packaged Rooftop Builder 1.61 Page 2 of 13 RTU 1-2 Project:Big Lots-Queensbury,NY 12/13/202 Prepared By: 05:22P RTU 1-2 Tag Cover Sheet Unit Report Certified Drawing Performance Report Packaged Rooftop Builder 1.61 Page 3 of 13 Unit Report For RTU 1-2 Project: Big Lots-Queensbury, NY 12/13/202 Prepared By: 05:22P Unit Parameters Dimensions(ft.in.)&Weight(lb.)*** Unit Model:........................48TCED24C2M6-6W1J0 Unit Length:...........................................11'9.5" Unit Size:..............................................24(20 Tons) Unit Width:...........................................7'2.625" Volts-Phase-Hertz:.....................................460-3-60 Unit Height!.........................................4'1.375" Heating Type:......................................................Gas .,. Total Operating Weight:....................2834 lb Duct Cfg:............Vertical Supply/Vertical Return Medium Heat "' Weights and Dimensions are approximate. Weight Round Tube Plate Fin Coils does not include unit packaging. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Gas Line Size:.....:...............................................314 Condensate Drain Line Size:..............................3/4 Return Air Filter Type:............................Throwaway Return Air Filter Quantity:.......................................6 Return Air Filter Size:..............................20 x 25 x 2 Selection includes construction throwaway filter into the base fan curve.This filter is not MERV Rated. Unit Configuration ` SA Smoke Detector Medium Static Option-Vertical Models AI/Cu-AI/Cu-Louvered Hail Guard Electromechanical Controls w/W7220 Econo Controller Enthalpy Ultra Low Leak Econo w/Baro Relief(Vertical Air Flow Only) Unpowered Convenience Outlet Non-Fused Disconnect Standard Packaging 2-Speed indoor fan motor controlled by VFD Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(std.) Start-up, First Unit Complete Unit Year 2-5 Parts Only Start-up, Each Additional Unit NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48TCED24C2M6-6W1JO Rooftop Unit 2 Base Unit SA Smoke Detector Medium Static.Option-Vertical Models AI/Cu-AI/Cu-Louvered Hail Guard Un owered Convenience Outlet Ultra Low leak Enty Econo X with baro relief,W7220 control. Meets Calf.Title 24 FDD&Leak Rates 2 Speed Fan Controller VFD and Non-Fused Disconnect Accessories CRRFCURB047A00 14-inch Tall Roof Curb 2 Packaged Rooftop Builder 1.61 Page 4 of 13 Certified Drawing for RTU 1-2 Project: Big Lots-Queensbury, NY 12/13/202 Prepared By: 05:22P THIS OOCUREIT IS THE PROPERTi OE OTC CLINSIE.CONTROLS SUAN'IS'1 OF THESE DRAWINGS OR WCUYE 115 Carder E SICURIFT AND 15 OCLIRIIID RICH THE EEPREII CORDIIION DOES R07 CONSTITUTE PART PERFORMANCE OA TRAT THE CONTENTS ALL NOT RE.]Vt.0 OR USED ACCEPTANCE w PART PERFOR LNY,N T' rY/�VI1HOUi YR171E1 CONSENT. 113151 25.1 l2 CONNECTION SIZES ECONOMIZER 11365] I6/9] I TYPI CAL TYPE! I 19-1/4 VERTICAL A 13/e°CIA 1351 FIELD POWER SUPPLY KNOCKOUT (OPTIONAL! [/891 6-1/d 6-1/4 SUPPLY AIR �•' 6-tl/ (157] 1151] B J°CIA 1761 FIELD POWER SUPPLY KNOCKOUT VERTICAL 1158 C 3 5/8"CIA 1921 FIELD POWER SUPPLY KNOCKOUT RETURN AIR ________•cam D/�` 7/8'CIA 1221 FIELD CONTROL WIRING HOLE POWER EXHAUST B3 `RH F 3/1'-14 NPT GAS CONNECTION (NOT SHOWN) (OPTIONAL) 7J� BACK G 7/8'CIA I223 FIELD CONTROL WIRING KNOCKOUT IPANELS REIAOVE➢TO SHOW FLOPriI@71 AND POIIE R EIODUST OPT13 S1 $4 OUTDOOR AIR 68-1/8 UNIT H ' 117301 19.3/8 117261 (OPTIONAL) 24 SIZE [1253] I 28 512E 51-3/8 ii I1456] 61-5/8 (15641 92 • ii NOTES: LO1 ii ♦ 1. DEMENSIONS ARE IN INCHESt DIMENSIONS 14 1/8 A u IN I I AAE IN NILLIHE TEA S. 11593 �� GI 2.(9 CENTER OF GRAVITY A.B.C-8-1 l8 3..1*DIRECTION OF AIR FLOW IX 7-1/B f206] 6-1l2 4. ALL VIEW DRAWN USING 3RD ANGLE p [181] 12-7/8 C 11 2791 E1173 3-718 [83) 98] BAROMETRIC RELIEF 1329] 1/-1/8 (OPT10NAU I379] D]A(32I INCLUDED NITH KNOCKOUT FOR ALT ECONOMIZER LEFT 50-1/2 TNRU BASE GAS PIPING 112841 TOP RFllff ClAnm PSTALLFD 25NIENCE "A.) POWER EXHAUST 1.114 I636] CONV(OPTIONALITLET I2718 113901 f96/] CONDCNSEq (OPTIONAL) (1221 17-1/2 2' CIA 151I HOLES COIL 11151 FOR GAS PIPING D tfjFIELD 11-3/8 FILTER 1N000R LECTRICAL [443] [ONTAOL AND BLOWER CONDENSER ISCONNECT L ACCESS YHDDOR ACCESS COIL LOCATION COIL PANEL E 41-314 OUTSIDE PANEL ACCESS "H R 45-3/8 11214I AIR PANEL AIR INLET 9-318 f11512 E AC S 'GRILLE CO COIL SER (239] 28-1l2 28-1/ POWER(EXHAUST 11-5/8 FLOW OPTIONAL) / 1294) A,B,C DISCONNECT--` EXHAUST FL UC (OPTIONAL) 18 10-1/1 HOOD 15-1/8 86it -318 LEFT 4-3/4 / I3841 [2591 13851 (21941 (1221 PANEL LIFTING y YEATICAL VERTICAL ONBUSTION AIR SHOIWE WITH THE POY♦Bi"EXHAUST HANDLE RETURN AIR SUPPLY AIR INTAKE HOOD RIGHT OPTION ISTALLIED 2% 50-1/2 112831 1283] 141-1/2 FRONT 13S951 DEDICATED VERTICAL AIRFLOW UNIT 24,28 SIZE ITC CLASSIFICATION I SHEET DATE suPERCEDES 48TC 21-28 SINGLE ZONE ELECTRICAL REV U.S. ECCN:NSR 1 OF 5 01/13/19 10109/13 COOLING WITH GAS HEAT SOHE501158 E Packaged Rooftop Builder 1.61 Page 5 of 13 Certified Drawing for RTU 1-2 Project: Big Lots-Queensbury, NY 12/13/202 Prepared,By: 05:22P THIS OOCVNE IT IS THE PROPEATT OF ITC CtIWTE•ED III S SV4NI S510A OI THESE DAAWAGS OR OWINEITS CONNECTION SACS COff�E1' 1 S[CIIA iiI AND IS I[IIYEACO IPON THE IIPACSS WIDI110N DOES NOTACC93TITUTEOPART PERFORH11KE OR THAT IN[COIi[Ii5 ITII IDT A[OI4ClOSED OR US[D E 3/4'•14 NPT CONDENSATE DRAIN WITHOUT vAiii[I COxsf:xi. UNIT O 21 SIZE I103l8 I1191 25 SIZE 49 2 5 11/4 111 HORIZONTAL HORIZONTAL RETURN SUPPLY WITHOUT ECONONIZEft CONDENSER IS-114 COIL [4001 HOOD WITH ECONOMIZER OR POWER EXHAUST OPTIONS 3-3/8 5-3/4 [138] I851 � �5-3/4 [1/d] 27-1l1 11443 BACK 1592' CO COIL EA 07EI11CATED H�OHTAL 37-t12 AIRFLOW LUT WYO ECOAIOAM 210 SM 29-518 SO-314 17541 112901 BACK E1381 37-1/2 I EIMCATED VERTICAL 1951 l HOOD WITH ECONOMIZER AFA.OW LUT W/ECEMMMZB 1 OR POWER EXHAUST OPTIONS 2428 SUE HORIZONTAL SUPPLY i 15-3/4 CONDENSER 14001 COIL RETURN AIR 5-374 5.3/8 BACK 1144] IIJB' 31/2 [95951] I DEEXCATED HORIZONTAL i7543 1129. AIRFLOW WITH FACTORY ECMUVER I 2L25 512E ITC CLASSIFICATION SHEET DATE SUPERCEDES 48TC 21-28 SINGLE ZONE ELECTRICAL REV U.S. ECCN:NSfl 3 Of 5 01/13/19 10/09/13 COOLING WITH GAS HEAT SOHE501158 E Packaged Rooftop Builder 1.61 Page 6 of 13 Certified Drawing for RTU 1-2 Project: Big Lots-Queensbury, NY 12/13/202 Prepared By: 05:22P THIS OOCURENT Is THE PROPERTY or DIE[[Iasi[,CORIAIDS SUO415510N Or iX(S[ORAWI RDS OR DMUR[IlE C6TI�CY 1 4ECURIII AND IS DELIVERED UPON THE EIPAESS EDH01110N DOES SO7 EOHETHESEE PAT PER OR DOCUE OR THAT THE CO'THIS'TELL ROT BE DISCLOs1O OR USED ACCEPTARC[01 CORTN4CT. OUTDOOR STD UNIT CORNEA CORIN ORNER CORNER C.G. mo.N YAW-rar WITHOUT 1117T H CONSRT. UNIT COIL TYPE WEIGHT N HEIGHT (AI WEIGHGHT ICI HEIGHT(D) LBS. NG. LBS. DO. LBS. . NO. LBS. NO' X Y 2 48TC24 MCHX 1989 904 182 174 540 283 442 201 46 1/8 (11721 82 1/8 121051 16 1/2 14191 48TC28 MCHX 21. 963 108 186 S75 302 471 214 46 1/8 (11721 82 7/8[21051 19 14831 48TC21 RTPF 2102. 956 474 215 390 269 582 265 47 1/2 (12071 71 114 (10101 16 112 14191 48TC24 RTPF 2072 142 558 25d 548 217 487 221 40 5/32(10201 70(11781 16 1/2 14191 48TC25 RTPF 2241 1021 540 246556 272 581 264 44 5/8 (1133) 71 518 118191 19 14831 11%28 RTPF 2197 999 571 259 564 2/0 534 243 41 21/32 110581 70 111 111841 - 14831 RTPF -ROUND TUBE, PLATE FIN (COPPER/ALUM) MCHX-NOVATION (ALUM/ALUM) H STANDARD UNIT WEIGHT IS WITH LOW.GAS HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. ".BACK" Y RIGHT' CORNER CORNER A CORNER.B 0 X - 9 ( . 0 "LEFT �-- WITH HOOD" + Lk R9-7/8 OPTIONAL ".LEFT" 1252/1 DOOR SW1NG5 "FRONT" CORNER 0 CORNER C YRI 1-1/2 [ 951 R22-114 TOP (5651Ll NOTES: 1. CLEARANCE ABOVE THE UNIT TO BE 72- TT 2. FOR ALL MINIMUM CLEARANCES LOCAL CODES OR JURISDICTIONS MAY PREVAIL. (I-EARANCE Z @ ® ,� �, ®• SERVICE WITR SERVICE WITR OPERATING SURFACE CONXETIVE BARRIER NONCONDUCTIVE BARRIER CLEARANCE FRONT 48 [1219mm1 36 I914mm1 18 [457mm] LEFT 48 [1219-1 42 11067=1 18 [457mm] FRONT 'BACK 42 [10671Dm] 36 [914mm1 1,8 [457mm] LEFT WITH HOOD 35 1914mm1 36 [914mm] 18 [457mm] WOW 36 [914mm] 36 [914mm] 18 [457mm] TOP 72 [1829mm] 72 [1829mm] 72 [1829mm] ITC CLASSIFICATION SHEET DATE SUPERCEDEs 48TC 21-28 SINGLE ZONE ELECTRICAL REV U.S. ECCH:NSR 4 OF 5 01113/19 10/09/13 COOLING WITH GAS HEAT 5DNE501158 E Packaged Rooftop Builder 1.61 Page 7 of 13 Certified Drawing for RTU 1-2 Project: Big Lots-Queensbury, NY 12/13/202 Prepared By: 05-22P THIS D%Uall IS THE PROPERTY a OTC CIIWIE.COYTAtAS SUBYI55101 0!THESE DRAYIXPE OR OaU1RAi5 �6fY'lQf 1 RE DRIFT AND IS DELIVERED UPON IXC[.PRESS COADIlION pas YDI CORS71IUi[PAA7 P[RlOAWACE 00. „r„V YI IHOO7THAT I CYAI7TIITCORSEi7A01.R[DI SCl0.S[D OR USLD ACCEPTANCE a CONTRACT. 81-118 p [2BBo1 INSIDE DIN BASE RAILS 136-1// [3460) INSIDE DIN BASE RAILS BOTTOM INSIDE BASERAIL DIMENSIONS FG7-1// • � U= .® � �• SEE DETAIL A • 4% I-7/8 II 2%1-118 [481 1481 7.3/4 41I 7/8 [951 [241 7-3/4 1" 7-3/4 2%1-3/8 11911 [32011 11971 2-5/8 [351 [67] FRONT IF6118 2%1251 RAIL 3-1/4 4-1/2 RAIL RIGGING HOLE LOCATIONS WIDTH [821 I11s1 WID1H 2% 1 2%9-7/8 C251 12521 DETAIL A TYP 4 PLCS ITC CLASSIFICATION SHEET DATE SUPERCEDES 48TC 21-28 SINGLE ZONE ELECTRICAL REv U.S. ECCN:NSR 5 OF 5 01113/19 10/09I13 COOLING WITH GAS HEAT 50HE501158 E Packaged Rooftop Builder 1.61 Page 8 of 13 Certified Drawing for RTU 1-2 Project: Big Lots-Queensbury, NY 12/13/202 Prepared By: 05:22P UNITED P.O.DOI 40p0 IXI]000UYEYT I]1XC PIOPFRI/OF CARR III COAPO9AIf" ]UBYIS510K OF THE][ORANINGS 01 DOCUMENT] TECHNOLOGIES SYAACUS[,Y! ANO 1]OCLIYFACD UPON THE[SPRFSS CONDITION THAT[IN DOES R07 CONSTITUTE PART PERFORYANCC OR r O'-1I16' COAFORAT RILL NOT BE CONSENT. OR USED�1INOUT CARRIER ACCEPTANCE OF CONTRACT. BACK I I I1 p,q CARRIER Iszz7 COAPd1ATI0N']IA ITTEY CON][Ni. .216° / ROOF CUgB UNIT SIZE •A' ROOF CURB NOTES: ACCESSORY 46TC150TC 1 ROOF CURB ACCESSORY IS SHIPPED UNASSENBLED. RETURN END 24,28 D'-11{'-I -lei 50TCO 2 DIMENSIONS IN I ] ARE IN MILLIMETERS. 15.91 T 24 1'-2• [356.01 CRRFCURB047A00 3 ROOF CURB GALVANIZED STEEL. I 'ROOF CUflB 48HC/SOHC 2'-0' [610.0] CRRFCUABO/BA00 20,24 4 ATTACH DUCTWORK TO CURB (FLANGES ON DUCT IBLCISOLC REST ON CURBI 2'-3-7/8' 11 -3-11/16• MAX CURB I FVF[TNG T01 FRANCFS 17,20 5 SERVICE CLEARANCE 4 f)ON EACH SIDE 1708.41 13445:T] (INSIDE) (OUTSIDE) Q y DIRECTION OF AIR FLOW SUPPLY AIR 5C OPENING m ALT G 7 0-4.1111' ALT GAS (110.21 0'-2-3f 4' REF 0170.01 0 -3- LJ 0'-3.3/4' GASKET I7fi.21 REF I95,67 )SUPPLIED WIT M CURB) .NAIL /'-2° AT(2) PLCS f 1269.57 0•-Ina[ttI 3'-11-5/8' [DUNTER FLASHING RETURN AIR 112O9.31 (FIELD SUPPLIED) 2'-0-1/16' OPENING ROOFING FELT [611.11 REF (FIELD SUPPLIED) CANT STRIP ®. ,® (FIELD SUPPLIED) ROOFING MATERIAL (FIELD SUPPLIED) ' I'-10-1f4' 0'-2-15/16; OPENING FOR [47,6] [563.5] 175.01 THRU THE BASE TYP f]NS IDE) ELECTRICAL SERYI[E ML4RIGID INSULATION O'-6-1l4' RETURN SUPPLY IFIELD SUPPLIED) [161.57 AIR ♦ AIR 'j' 6'-8-5/8' [2047.81 1'-7-1/4' 2'-4-1//' 2'-1-112' TYPICAL 4 SIDES I OUTSIDE) [489.0] L717.5] (649.2] ALL FLANGES 1-1/4" (311 SEE DETAIL A [5461 -8-314' 2'-3-1/4' 5' LSEE DETAIL B [1T46] XAM L �� [16067 INSULATED PANS (MINIMUM 18 GAUGE STEEL)WITH 112 INCH NEOPRENE INSULATION 0'-0-1/4' 0'-0-5/16' RETURN SUPPLY 16.21 [7.4] AIR AIR OPENING FOR ALT GAS SERVICE INSULATED PANS (MINIMUM 18-GAUGE STEEL)WITH 112 INCH NEOPRENE INSULATION DETAIL A DETAIL B SCALE 1:2 SCALE 1:2 TYP FRONT AND BACK TYP BOTH ENDS DAY( $ up[RctD[s 48TC/50TC 24,28 50TCO 24 48HC/50HC 20,24 °CY 02/18/13 08/24/10 48LC/50LC 17,20 ROOF CURB 50HE501128 p Packaged Rooftop Builder 1.61 Page 9 of 13 Performance Summary For RTU 1-2 Project:Big Lots-Queensbury, NY 12/13/202 Prepared By: 05:22P Part Number:48TCED24C2M6-6W1J0 ARIEER:.......................................................................................................................................................9.80 Application EER(Rooftop Unit only):...........................................................................................................10.26 IEER:.............................................................................................................................................................11.7 Base Unit Dimensions UnitLength.:...........................................................................................................................................141.5 in UnitWidth:....................................................................... ......................................................................86.6 in UnitHeight:..............................................................................................................................................49.4 in Operating Weight BaseUnit Weight:.......................................................................................................................;..........2072 lb MediumHeat:....................6.............................................7......................................................... ....................90 lb SASmoke Detector:.....................................................................................................................................5 lb Medium Static Option-Vertical Models:.................;............................;.......................................................6 lb AI/Cu-AI/Cu-Louvered Hail Guard:.......................................................................................................120 lb Enthalpy Ultra Low Leak Econo w/Baro Relief(Vertical Air Flow Only):..................................................246 lb UnpoweredConvenience Outlet:.................................................................................................................5 lb 2 Speed Fan Controller(VFD)and Non-Fused Disconnect:......................................................................35 lb Accessories 14-inch Tall Roof Curb:............................................ .............................................................................255 lb TotalOperating Weight:..........................................................................................................................2834 lb Unit Unit Voltage-Phase-Hertz:................................................................................................................460-3-60 AirDischarge:....................................................................................................................................Vertical FanDrive Type:..........................................................................;..............................................................Belt ActualAirflow:........................................................................................................................................8000 CFM SiteAltitude:.................................................................................................................................................0 ft Cooling Performance Condenser Entering Air DB:.........:..........................................................................................................95.0 F EvaporatorEntering Air DB:....................................................................................................................80.0 F EvaporatorEntering Air WB:...................................................................................................................67.0 F EnteringAir Enthalpy: ..................................................:.........:..............................................................31.44 BTU/Ib EvaporatorLeaving Air DB:.....................................................................................................................57.7 F EvaporatorLeaving Air WB:.....................................................:..............................................................56.9 F Evaporator Leaving Air Enthalpy:.........................................:................................................................24.32 BTU/Ib UnitDischarge Air DB:............................................................................................................................59.2 F UnitDischarge Air WB:...........................................................................................................................57.5 F Unit Discharge Air Enthalpy:................................................:................................................................24.69 BTU/Ib GrossCooling Capacity: .....................................................................................................................256.10 MBH Net Cooling Capacity:.........................................................................................................................242.87 MBH Gross Sensible Capacity:....................................................................................................................192.60 MBH NetSensible Capacity:.........................................................................................................................179.37 MBH CompressorPower Input: .....................................................................................................................19.86 kW CoilBypass Factor:...............................................................................................................................0.081 Heating Performance HeatingAirflow:............................................................;..............I..........................................................8000 CFM EnteringAir Temp:..................................................................................................................................70.0 F LeavingAir Temp:............................................7......................................................................................99.1 F Gas Heating Input Capacity:.....................................................................................................248.0/310.0 MBH Gas Heating Output Capacity: ...................................................................................................200.0/251.0 MBH TemperatureRise:...................................................................................................................................29.1 F ThermalEfficiency(%):...........................................................................................................................81.0 Supply Fan External Static Pressure:.........................................................................................................................0.80 in wg Packaged Rooftop Builder 1.61 Page 10 of 13 Performance Summary For RTU 1-2 Project: Big Lots-Queensbury, NY 12/13/202 Prepared By: 05:22P Options/Accessories Static Pressure Economizer:......................................................................................................................................0.08 in wg Total Application Static(ESP+Unit Opts/Acc.):.....................................................................................0.88 in wg FanRPM:.................................................................................................................................................940 FanPower:..........................................................................................;....................................................4.54 BHP NOTE:..............................................................................................Selected IFM RPM Range: 835-1021 Supply Fan Motor Maximum Continuous BHP:.........................................................................................7.0 HP SupplyFan Motor Nominal HP:.................................................................................................................5.0 HP Supply Fan Motor Efficiency at Full Load (%):...........................................................................................90 Selection includes construction throwaway filter into the base fan curve.This filter is not MERV Rated. Electrical Data VoltageRange:..............................................................................;.................................................414-506 Compressor#1 RLA:....................:.................................................:........................................................18.6 Compressor#1 LRA:................................................................................................................................125 Compressor#2 RLA:........................................:......................................................................................14.7 Compressor#2 LRA:..................................................................................................................................95 IndoorFan Motor Type:..........................................................................................................................MED IndoorFan Motor FLA:...................................:..........................................................................................ax CombustionFan Motor FLA(ea):..............................................................................................................0.3 PowerSupply MCA:................................................................................................................................50.2 Power Supply MOCP(Fuse or HACR):...............................:...........................................I...........................60 DisconnectSize FLA:.................................................................................................................................52 DisconnectSize LRA:..............................................................................................................................270 Electrical Convenience Outlet: ............................................................................None . OutdoorFan [Qty/FLA(ea)]: ........................... ....................................................................................4/0.9 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics SoundRating:.;.................................................................................;.....................................................87.0 db Sound Power Levels, db re 10E-12 Wafts Discharge Inlet Outdoor 63 Hz 93.6 63.8 95.6 125 Hz 87.3 76.4 67.5 250 Hz 80.2 70.8 84.2 500 Hz 79.8 62.9 84.2 1000 Hz 74.1 57.2 81.7 2000 Hz 72.4 53.3 77.9 4000 Hz 72.2 46.8 73.2 8000 Hz 63.9 35.1 66.3 A-Weighted 81.8 70.0 86.5 Advanced Acoustics J -7 i J J Packaged Rooftop Builder 1.61 Page 11 of 13 Performance Summary For RTU 1-2 Project:Big Lots-Queensbury, NY 12/13/202 Prepared By: 05:22P Advanced Accoustics Parameters 1. Unit height above ground:..................................30.0 ft 2. Horizontal distance from unit to receiver:...........50.0 ft 3. Receiver height above ground:............................5.7 ft 4. Height of obstruction:...........................................0.0 ft 5. Horizontal distance from obstruction to receiver:.0.0 ft 6. Horizontal distance from unit to obstruction:........0.0 ft Detailed Acoustics Information Octave Band Center Freq.Hz 63 125 -250 500 1k 2k 4k 8k Overall A 95.6 87.5 84.2 84.2 81.7 77.9 73.2 66.3 96.9 Lw B 69.4 71.4 75.6 81.0 81.7 79.1 74.2 65.2 86.5 LwA C . 63.2 55.1 51.8 51.8 49.3 45.5 40.8 33.9 64.5 L D 37.0 39.0 43.2 48.6 49.3 46.7 41.8 32.8 54.1 L A Legend A Sound Power Levels at Unit's Acoustic Center,Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit,Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide;other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space,an Acoustical Engineer or a person with sound prediction expertise should be consulted. Packaged Rooftop Builder 1.61 Page 12 of 13 Performance Summary For RTU 1-2 Project:Big Lots-Queensbury, NY 12/13/202 Prepared By: 05:22P Fan Curve 2.0 100 100 R M 1 00 RPM 10.00 BH 900 tT 3 aoo c y 1.0 700 RP y 0_wU(6 7.50 B -inn Ppm .00 BHPH 0.5 OB P 400 RPM 00E HP 1. 1 IHP 300 RPM 1.00 B P � 0. BHP 7 P 0.0 0 1 2 3 4 5 6 7 8 9 10 Airflow(CFM-thousands) RPM=940 BHP=4.54 Maximum RPM=1290 Maximum BHP=11.90 SC-System Curve RP-Rated Point Packaged Rooftop Builder 1.61 Page 13 of 13 • Air System Sizing Summary for BLOCK LOAD Project Name:21-41-211 BL Queensbury 02/07/202 Prepared by:men ineerin 04:25P Air System Information Air System Name ............................. BLOCK LOAD Number of zones ......................................................... 1 Equipment Class .................................. PKG ROOF Floor Area ......................................................... 30884.0 ft2 Air System Type .......................................... SZCAV Location ............................................ Albany,New York Sizing Calculation Information Calculation Months ................................ Jan to Dec Zone CFM Sizing ............... Sum of space airflow rates Sizing Data ............................................ Calculated Space CFM Sizing ........... Individual peak space loads Central Cooling Coil Sizing Data Total coil load ................................................... 70.2 Tons Load occurs at ................................................. Jul 1400 Total coil load ................................................. 841.9 MBH OA DB/WB .................................................. 89.3/70.8 OF Sensible coil load ............................................ 706.8 MBH Entering DB/WB .......................................... 76.9/65.2 OF Coil CFM at Jul 1400 ..................................... 36142 CFM Leaving DB/WB ........................................... 58.6/57.5 OF Max block CFM .............................................. 36142 CFM Coil ADP ................................................................. 56.5 OF Surn of peak zone CFM .:............................... 36142 CFM Bypass Factor ....................:................................. 0.100 Sensible heat ratio .......................................... 0.840 Resulting RH .......................................................:..... 58 % CFM/Ton ........................................................ 515.2 Design supply temp. ............................................... 58.0 OF ft2/Ton ............................................................. 440.2 Zone T-stat Check ................................................ 1 of 1 OK BTU/(hr•ft2) ....................................................... 27.3 Max zone temperature deviation ............................... 0.0 OF Water flow @ 10.0 OF rise .................................. N/A Central Heating Coil Sizing Data Max coil load ................................................... 936.6 MBH Load occurs at .................................................. Des Htg Coil CFM at Des Htg ...................................... 36142 CFM BTU/(hr•ft2) ............................................................. 30.3 Max coil CFM ................................................. 36142 CFM Ent.DB/Lvg DB ........................................... 53.0/77.3 OF Water flow @ 20.0 OF drop ................................. N/A Supply Fan Sizing Data Actual max CFM ............................................ 36142 CFM Fan motor BHP ....................................................... 7.92 BHP Standard CFM ............................................... 35762 CFM Fan motor kW ......................................................... 6.28 kW Actual max CFM/ft2 ........................................... 1.17 CFM/ft2 Fan static ................................................................ 0.80 in wg Outdoor Ventilation Air Data Design airflow CFM ......................................... 6967 CFM CFM/person ..............................:.......................... .17.82 CFM/person CFM/ft2 ............................................................. 0.23 CFM/ft2 Hourly Analysis Program 5.11 Page 1 of 4 Zone Sizing Summary for BLOCK LOAD Project Name:21-41-211 BL Queensbury 02/07/202 Prepared by:men ineerin 04:25P Air System Information Air System Name ............................. BLOCK LOAD Number of zones ......................................................... 1 Equipment Class .................................. PKG ROOF Floor Area ..........................................................30884.0 ft2 Air System Type .......................................... SZCAV Location ............................................ Albany,New York Sizing Calculation Information Calculation Months ................................ Jan to Dec Zone CFM Sizing ............... Sum of space airflow rates Sizing Data ............................................ Calculated Space CFM Sizing ........... Individual peak space loads Zone Terminal Sizing Data Reheat Zone Zone Design Minimum Reheat Coil Htg Unit Htg Unit Mixing Supply Supply Coil Water Coil. Water Box Fan Airflow Airflow Zone Load gpm Load gpm Airflow Zone Name CFM CFM .,CFM/ft2 MBH 2O.0°F MBH 2O.0°F CFM Zone 1 36142 36142 1.17 .0.0 - 0.0 . - 0 Zone Peak Sensible Loads Zone Zone Zone Cooling Time of Heating Floor Sensible Peak Sensible Load Area Zone Name (MBH) Cooling Load (MBH) (ft2) Zone 1 540.7 Jul 1300 403.8 30884.0 Space Loads and Airflows Time of Cooling Peak Air Heating Floor Zone Name/ Sensible Sensible Flow_ Load Area Space Space Name Mult.• MBH Load CFM) (MBH) (ft2 CFM/ft2 Zone 1 LOUNGE 1 5.8 Jul1300 387 2:3 258.0 _ 1.50 OFFICE 1 6.7 Jul1300 447 2.5 271.0 1.65 SALES 1 406.7 Jul1300 27187 291.6 22867.0 1.19 STORAGE 11 121.5 Jul1300 8122 107.4 7488.0 1.08 Hourly Analysis Program 5.11 Page 2 of 4 Ventilation Sizing Summary for BLOCK LOAD Project Name:21-41-211'BL Queensbury - 02/07/202 Prepared by:men ineerin 04:25P fv 1.Summary Ventilation Sizing Method ...................................... ASHRAE Std 62.1-2013 Design Condition ........................................................... Heating operation Occupant Diversity(D) ........................................................................ 1.000 Uncorrected Outdoor Air Intake(Vou) .................................................. 6511 CFM System Ventilation Efficiency(Ev) ....................................................... 0.934 Outdoor Air Intake(Vot) ....................................................................... 6967 CFM 2.Space Ventilation Analysis Time People Breathing Supply Space Floor Area Outdoor .Averaged Outdoor Air Air Space Zone Space Air Area Air Rate Occupancy Rate Distribution Outdoor Air Outdoor Air Ventilation CFM ftz CFMIft= (Occupants) CFM/person Effectiveness . CFM CFM Efficiency Zone Name/Space Name Mult. (Vpz) (Az) (Ra) .(Pz) (Rp) (Ez) (Voz) (Vbz) (Evz) Zone 1 LOUNGE 1 387 258.0 0.12 5.0 5.00 0.8 70 56 0.999 OFFICE 1 447 271.0 0.06, 2.0 5.00 0.8 33 26 1.107 SALES 1 27187 22867.0 0.12 346.5 7.50 0.8 6678 5343 0.934 STORAGE 1 8122 7488.0 0.12 37.4 5.00 0.8 1357 1086 1.013 Totals(incl.Space Multipliers) 36142 6511 0.934 Hourly Analysis Program 5.11 Page 3 of 4 Air System Design Load Summary for BLOCK LOAD Project Name:21-41-211 BL Queensbury 02/07/202 Prepared by:men ineerin 04:25PIV DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1400' HEATING DATA AT DES HTG COOLING OA DB/WB 89.3 T/70.8°F HEATING OA DB/WB -7.0°F/-8.1 °F Sensible Latent Sensible Latent ZONE LOADS Details (BTU/hr) (BTU/hr) Details (BTU/hr) (BTU/hr) Window&Skylight Solar Loads 630 ft2 10728 630 ft2 - Wall Transmission 7116 ft2 12703 7116 ft2 38397 - Roof Transmission 30884 ft2 264251 - 30884 ft2 279240 - Window Transmission 630 ft2 9917 630 ft2 57267 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 213 ft2 3535 - 213 ft2 7061 - Floor Transmission 30884 ft2 0 - 30884 ft2 21847 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 0 W 0 - 0 0 - Task Lighting 22200 W 68298 - 0 0 - Electric Equipment 16771 W 55769 - 0 0 - People 391 65505 80136 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 10%/0% 49071 0 061. 0 0 »Total Zone Loads 539777, 80136 403812 0 Zone Conditioning - 570683 80136 - 404312 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Retum Fan Load 36142 CFM 0 - 36142 CFM 0 - Ventilation Load 6967 CFM 114659 55031 6967 CFM 553676 0 Supply Fan Load 36142 CFM 21434 - 36142 CFM -21434 - Space Fan Coil Fans - 0 - 0 - Duct Heat Gain/Loss 0% 0 - 0% 0 - >>Total System Loads 706777 135167 936553 0 Central Cooling Coil - 706777 135086 - 0 0 Central Heating Coil - 0 - - 936553 - >>Total Conditioning 7067771 135086 936553 0 Key: Positive values are cig loads Positive values are htg loads Negative values are,htg loads Negative values are cig loads Hourly Analysis Program 5.11 Page 4 of 4 EE COPY pECEodE STRUCTURAL JAN 2.0 2o22 CALCULATIONS TOWN OF QUEENSBURY BUILDING& CODES _ _ Big .Lots — Queensbur'y, NY Big Lots Stores 751 Upper Glen St. Queensbury, NY 12804 �pF NEy�rr Date: January 10, 2022 scuA,�,.A,�O�� r �FESSIO�P PREPARED BY: M-ENGINEERING NEW YORK, LLC 750 BROOKSEDGE BLVD WESTERVILLE, OHIO 43081 (614) 839-4639 Project#21-41-211 302.6-1-25 CC-0015-2022 Big Lots 751 Glen St. Space 2 Commercial Alterations M-Engineering Project#21-41-211 STRUCTURAL CALCULATIONS TABLE OF CONTENTS DESCRIPTION SECTION DesignCriteria .................................................................................................................1 RTUSupport....................................................................................................................2 Structural Mechanical • Electrical Technology 750 Brooksedge Blvd., Westerville, Ohio 43081 • 614-839-4639 614-839-2222 Fax • www.mengineering.us.com 7 - 12i8/21,10:39 AM ?rtown,-art �gel 7 L%Tr_ Hazards by OW,%11 et Search Information 9- 'RutWiC'ill,- IAI Address: 751 Upper. ISO 351 ft Coordinates: 43.32760111-�._ S: Elevation: 351 ft _.L4 `R drh-b Timestamp: 2021-12 0---:;-, rj 2_- fir. 2jUi I* 4[ringv 1 j Hazard Type: Se ismic 4�1,�W;:" N&A-Hartford Ll Reference ASCE7-1 data©2021�-Goo le sdedtai t , rplt e C Document: ---Hamildwp W Risk Category: 7 . .....4, . .. Site Class: D-default IW! MCER Horizontal W,_`,L::t",` -A Sa(g) 1 ltt� R., rx,,'.,e _J 0,25L .... ...1, "Al 0`20' I p, tbrrl 0.30 0.20 L 0.10 0.10 0.05 0.00 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) Basic Parameters Name Value Description SS 0.237 MCER ground motion(period=0.2s) S1 0.068 MCER ground motion(period=1.0s) SMS 0.379 Site-modified spectral acceleration value SMI 0.163 Site-modified spectral acceleration value SCIS 0.253 Numeric seismic design value at 0.2s SA SD1 0.109 Numeric seismic design value at 1.0s SA -Additional Information Name Value Description SDC B Seismic design category Fa 1.6 Site amplification factor at 0.2s FV 2.4 Site amplification factor at 11.0s https:Hhazards.atcouncil.org/#"/sdsmic?lat=43.3276019&lng=-73.6710962000000l&address=751 Upper Glen St%2C Queensbury%2C NY 12804%2... 1/2 12/8/21, 10:39 AM ATC Hazards by Location 1-2 CRg 0.938 Coefficient of risk(0.2s) CR1 0.92 Coefficient of risk(1.0s) PGA 0.132 MCEG peak ground acceleration FPGA 1.536 Site amplification factor at PGA PGAM 0.203 Site modified peak ground acceleration TL 6 Long-period transition period (s) SsRT 0.237 Probabilistic risk-targeted ground motion(0.2s) SsUH 0.252 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) S1RT 0.068 Probabilistic risk-targeted ground motion(1.0s) S1 UH 0.074 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1 D 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.5 Factored deterministic acceleration value(PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S.Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?lat=43.3276019&ing=-73.67109620000001&address=751 Upper Glen St%2C Queensbury%2C NY 12804%2... 2/2 12/8/21,10:32 AM _rf04�ili`CBrtl�agv=: 1fi�iIC{el °•- E LNTC Hazards 1- 'a: �,:.' • ;, - .--:'- `, ,p _ �'_ I04�r'1'ilj>?• IflClBn1a,ke;:. Dlt o[9.e' rarih Cregk',` • - i` 'ftillintan' Search Informatia Address: 751 U, 351~ft USA 1�avnville: I�i�k'Ri r r, 3 — , t �Id:iFor�' Coordinates: 43.32` Elevation: 351 ftl_ - 'r m 1- - GlensiFalls P.cS ' - ,' P�:9�ricFrest�r' Timestam 2021- ''' , 'I . ;Srt:oa� ;f - -_ ;>a:.- GI'os'erst�ilEe a _ _4 rJe'w`FSsrifQrd �, V; Hazard Type: Snow` °Herkin�Er_; _ FF_ _ '; Ili .�, � �. . ,_ °; �:• -__�'_ '^ ''_-' ap-data©2021_Google;_, H��riiltQn; o` ' �'i ' ' ;'1.<;:3 -+r',fl@-Ct_`dtfy. ,i• i �''' ` ASCE 7-16 � 'a; -; ,i',' -;, o I' tharBrAtle Ground Snow Load The reported ground snow', i.' ="£r' :. C�neQrita, r++ F�tf�elt�` the query location of 351 fe' maximum elevation of 700; �: Haitls�iR. horrfiA P .° 'm � nl y swi `' -=Srllaf The results indicated here o'_ --------==------ code adoption process. Users sftuia'coiinni!any=ourpur-onrainea rrom mis root wire me iocar Hurnonryrfawng junsarcrfon pe>o-re' - proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncii.org/#/snow?lat=43.3276019&ing=-73.67109620000001&address=751 Upper Glen St%2C Queensbury%2C NY 12804%2C ... 1/1 12/8/21,10:31 AM fkotnlfl Crlhac�e -- �. t('�a�ttCt�'5: ; —,—; roc -_,6, ATC Hazards h' - - Lot��'ill ) liid1a_fi; ke1; C?Itl�Qq ge: Search Informatia 466, Address: 751 U '";'q•. - - ' ` - r, _ "r`ae ` ' - 351 ft q.,. USA kBdonvill ,BlkRiVr J '.'l'�&IC[;E.rji51: 'e; 3: Coordinates: 43.32 Elevation: 351 ft' s+;;v - Glens Falls P`' Mancf estef ""' a' . r Timestamp: 2021- Netiv`F:'srtford7z -s : r,•,':_�'::' r` Hazard Type: Wind ,a• .;�:,' .HerkrixEr_.;`s'---- -- _ ';;- -,' "�.. _ ,� _ . _ _.{ _.,i` - ;,:.:c. ;.�r-_.,•, -- ��,`• - _•'� ;Map data 02021 Google� A, .It.. --'ice':-' - ._ f _ - 1'l_X•4 i...r`t��. it - r` - :Hc7iiillt0el':, + h -!-- 'd':= r{' •I. .;1 (� gg 7,. L:. 1'•'L,.'.'� i.,. 'I L, I'+1 +,'1•.'�lt.. 'i - '-.J.' ;J'y'-'I/!:_ .Ir+S;� -N' `f - ,~--rM h,.l.- "I:�L.Lt:i•• ''a ,. _ ^p ASCE 7-16 g{{'"r' LL.i _.I: ~'i�n Jti..,;r' Lathes"' a�`'�' _ any- MRI 10-Year ---------- - .�5:- --��UI,1°11Ci1;16,` 'j_;,; :i':'�'r! `Fj;`„ -} u 1l��yt`•,'.,.- _;f: h:'`3 �` 'iil. �ineanta; `; :,_. '• ; =''.. :PEttie�ltl'.' ..�;:.'.,, MRI 25-Year -------------�;: e, �:. 'i •t '' --- !'n;,%;`<` _ -'``_ :•�;: .kr` _- f ``i` - :Ater MRI 50-Year -------- ;Hdi than. =' t4ortliamp MRI 100-Year nor Risk Category I _______________ 101 mph Risk Category I ----------- 105 mph Risk Category II ______________ 108 mph Risk Category II ---------- 115 mph Risk Category III _____________ 116 mph Risk Category III-IV ------ 120 mph Risk Category IV -------------- 121 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Diisclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area-in some cases,this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories,and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this wahsitP dnPs not imnly annrnval by the novPrninn hllildinn nndP hndiPs rPsnnnsihlP fnr huildinn mdP annrnval and intPrnrPtation fnr the https:Hhazards.atcouncil.org/#iwind?lat=43.3276019&ing=-73.67109620000001&address=751 Upper Glen St%2C Queensbury%2C NY 12804%2C U... 1/2 ` . . 2-1 - "JOIST.xlo Program Version 1.0 Input Data: c Joist Data: b 0001.'�.% Span, �L 1 J" ICT�+FM4 'Awe Modulus, E psi +wb Inertia, Ix in 4 Original Design or Capacity Loads Ej� L Full Uniform: RL x RR plf Nomenclature Start End Distributed: p Point Loads: Moments: M- New Desig Loads: Full Uniform: Start End Distributed: p Point Loads:: I* ' W. 12/9/20218:12AM 1of3 JOIST'v1.8_RTU-2_3_BL—]ueannbmy 2-2 "JOIST.xis"Program Version 1.6 Results of Joist Analysis:. Original Design or Capacity Loads: End Reactions: RL= 4780.0 Ibs. RR= 4780.0 Ibs. Minimum Design Web Member Shear: Vw(min)= 1195 Ibs. (25%of maximum end reaction for K-series and LH-series joists per SJI Spec's.) Maximum Moments: +MX(max)= 47800.0 ft-Ibs @ X= 20.00 ft. -Mx(max)= 0.0 ft-Ibs @ X= 0.00 ft. *Maximum Deflections: -A(ma)o_ -1.685 in. @ x= 20.00 ft. +A(max)= 0.000 in. @ x= 0.00 ft. A(ratio)= U285 *Note:deflections shown above include a 15%increase above the values calculated using traditional "simple-beam"flexure in order to more closely match actual test results obtained by SJI. New Design Loads: End Reactions: RL=1 7274.0 Ibs. RR= 6673.5 Ibs. Maximum Moments: +MX(max)= 67478.3 ft-Ibs @ x= 19.78 ft. -MX(max)= 0.0 ]ft-Ibs @ X= 0.00 ft. *Maximum Deflections: A(max)_ -2.386 in. @ x= 19.93 ft. +A(max)= 0.000 _in. @ X= 0.00 ft. A(ratio)= U201 �^ *Note:deflections shown above include a 15%increase above the values calculated using traditional "simple-beam"flexure in order to more closely match actual test results obtained by SJI. Maximum Stress Ratios: S.R. = 1.522 for Shear @ X=1--2--00Ift- S.R. = 1.514 IforMoment @ X= 0.80 ft. Comments: Shear Diagram 12/9/20219:12 AM 2 of 3 JOIST-0.6_RTU_2.3_BL_Queensbury 2-3 "JOIST.xis"Program Version 1.6 8000.0 -i-- -;----!--i_� -;-----i- --i- -;- - --`--- --i---i- -- - ;----i-- ;-i-i----i__- ! 6000 0 .—L.. 4000.0 • 1 `I ! � i i ! j � ! ! � ! I --i - -i....: I- I I �--j�,l,,i,` ( � i I i I '•. j I I i ; I i i I I j i I i j 0.0 RS O ! NWOI i0N0i0 ! l l , f0 CD l a) 0iN0 V(D U O (0 00 Co cu f0 a0 i G I (M 1 v i 6 47 I O I c- i (}J I '� I (6 I n i CA l CD ! j l : l !! I N � ! ! E ij CDi l C6 O l ! O Ij -2000.0 1 ! , f ! ! i -6000 0 ii 4 L -8000.0 -!__i i I I �l I}tI x Moment Diagram 80000.0 -- ---i- 70000.0 60000.0 40000.0 _. ... .,.._ I ! , O = -i.i._o-�•;i'. ;i�! I 30000.0 10000.0 0.0 oioio I!!fI ! b!�'j1 _0 1I _orr�� _bM.iIi; . '_Ii•i -voo ° o ; i N , O Cfl N CO I j o t (D 00 ( � O CO f N 00 1 V OCON CD (V W ! V 6 -6 (O r V• in I r` 00 O CV ! C") (6 C6 10 -10000.0 N NN NNN1`n' M C)�7x curves for original design or capacity loads curves for new design loads r iiCiiI{I 12/9/20219:12 AM 3 of 3 JOIST-v1.6_RTU_2_3_BL_Queensbury 2-4 JOIST REINFORCING Blue numbers are manually entered,red numbers are MOMENT CAPACITY GAINED BY ADDING RODS INSIDE CHORDS calculated based on the blue values. jst d #rods rod diam A rod y rod y^2 2Ay^2 S=I/y M add'I Pc rod M add'I M Add'I per chord .6Fy'S .6Fy*A Pe2y Allowed in in in^2 in in^2 in^4 in^3 k-ft k k-ft k-ft 30 1 1.000 0.785 14.300 204.490 321.223 22.463 41.2 17.3 41.2 41.2 T1 30 1 0.750 0.442 14.425 208.081 183.861 12.746 23.4 9.7 23.4 23.4 T2 30 1 0.625 0.307 14.488 209.888 128.790 8.890 16.3 6.7 16.3 16.3 T4 30 2 1.000 1.571 14.300 204.490 642.446 44.926 82.4 34.6 82.4 82.4 T3 30 2 0.750 0.884 14.425 208.081 367.721 25.492 46.7 19.4 46.7 46.7 30 2 0.625 .0.614 14.488 209.888 257.580, 17.779 .32.6 13.5 32.6. , 32.6 28 1 1.000 0.785 13:300 176.890 277.868 20.892 38.3 17.3 38.3 38.3 T1 28 1 0.750 0.442 13.425 180.231 159.252 11.862 21.7 9.7 21.7 21.7 T2 28 1 0.625 0.307 13.488 181.913 111.624 8.276 15.2 6.7 15.2 15.2 T4 28 2 1.000 1.571. 13.300 176.890 555.735 41.785 76.6 34.6 76.6 76.6 T3 28 2 0.750 0.884 13:425 180.231 318.505 23.725 43.5 19.4 43.5 43.5 28 2.. 0.625 0.614 13.488 181.913 223.248 16.552 30.3. 13.5 30.3 30.3 26 1 1.000 0.785 12.300 151.290 237.654 19.321 35.4 17.3 35.4 35.4 T1 26 1 0.750 0.442 12.425 154.381 136.411 10.979 20.1 9.7 20.1 20.1 T2 26 1 0.625 0.307 12.488 155.938 95.685 7.662 14.0 6.7 14.0 14.0 T4 26 2 1.000 1.571 12.300 151.290 475.308 38.643 70.8 34.6 70.8 70.8 T3 26 2 0.750 0.884 12.425 154.381 272.822 21.958. 40.3 19.4 40.3 40.3 26 2 0.625 0.614 12.488 155.938 191.371 15.325 28.1 13.5 28.1 28.1 24 1 1.000 0.785 11.300 127.690 200.582 17.751 32.5 17.3 32.5 1 32.5 T1 24 1 0.750 0.442 11.425 130.531 115.337 10.095 18.5 9.7 18.5 18.5 T2 24 1 0.625 0.307 11.488 .131.963 80.974 7.049 12.9 6.7 12.9 12.9 T4 24 2 1.000 1.571 11.300 127.690 401.164 35.501 65.1 34:6 65.1 65.1 IT3 24 2 0.750 0.884 11.425 130.531 230.675, 20.190 37.0 19.4 37.0 37.0 24 2 0.625 - 0.614 11.488 131.963 161.948 14.098 25.8 13.5 25.8 25.8 . 22 1 1.000 0.785. 10.300 106.090 166.651 .16.180. 29.7 17.3 29.7. 29.7 T1 22 1 0.750 0.442 10.425 108.681 96.031 9.212 16.9 9.7 16.9 16.9 T2 22 1 0.625 0.307 10.488 109.988 67.490 6.435 11.8 6.7 11.8 11.8 T4 22 2 1.000 1.571 10.300 106.090 333.303 32.360 59.3 34.6 59.3 59.3 T3 22 2 0.750 0.884 10.425 108.681 192.061 18.423 33.8 19.4 33.8 33.8 22 2 0.625. 0.614 10.488 .109.988. 134.980 12.871 23.6 13.5 23.6 23.6. 20 1 1.000 0.785 9.300 86.490 135.863 14.609 26.8 17.3 26.8 26.8 T1 20 1 0.750 0.442 9.425 88.831 78.491 8.328 15.3 9.7 15.3 15.3 T2 20 1 0.625 0.307 9.488 90.013 55.233 5.822 10.7 6.7 10.7 10.7 T4 20 2 1.000 1.571. 9.300 . 86.490 271.726 29.218. 53.6 34.6 53.6 53.6 T3 20 2 0.750 0.884 9.425 88.831 -156.982 16.656 30.5 19.4 30.5 30.5 20 2 0.625 0.614 9.488 90.013 110.466 11.643. 21.3 13.5 21.3 21.3 18 1 1.000 0.785 8.300 68.890 1. 108.216 13.038 23.9 17.3 23.9 23.9 T1 18 1 0.750• 0.442 8.425. 70.981 62.719 7.444 . 13.6 9.7 13.6 13.6 T2 18 1 0.625 0.307 8.488 72.038 .44.203 - 5.208 9.5 6.7 9.5 9.5 T4 18 2 1.000 1.571 8.300 68.890 216.432 26.076 47.8 34.6 47.8 47.8 T3 18. 2 0.750 0.884 8.425 70.981 125.437 14.889 27.3 19.4 27.3 27.3 18 2 0.625 0.614 8.488- 72.038 88.407 10.416 19.1 13.5 19.1 19.1 16 1 1.000 0.785 7.300 53.290 83.711 11.467 21.0 17.3 21.0 21.0 T1 16 1 0.750 0.442 7.425 55.131 48.714 .6.561 12.0 9.7 12.0 12.0 T2 16 1 0.625 0.307 7.488 56.063 34.401 4.594 8.4. 6.7 8.4 8.4 T4 16 2 1.000 1.571 7.300 53.290 167.421 22.934 42.0 34.6 42.0 42.0 T3 16 2 0.750 0.884 7.425 55.131 97.427 13.122 .24.1 19.4 24.1 24.1 16 2 0.625 0.614 7.488 56.063 68.802 9.189 16.8 13.5 16.8 16.8 2-5 jst d #rods rod diam A rod y rod yA2 2AyA2 S=1/y M add9 Pc rod M add9 M Add9 per chord I 61=y`s .6Fy*A Pc*2y Allowed in in 102 in inA2 (in A4 inA3 k-ft k k-ft k-ft 14 1 1.000 0.785 6.300 39.690 62.347 9.896 18.1 17.3 18.1 18.1 T1 14 1 0.750 0.442 6.425 41.281 36.476 5.677 10.4 9.7 10.4 10.4 T2 14 1 0.625 0.307 6.488 42.088 25.826 3.981 7.3 6.7 7.3 7.3 T4 14 2 1.000 1.571 6.300 39.690 124.694 19.793 36.3 34.6 36.3 36.3 T3 14 2 0.750 0.884 6.425 41.281 72.951 11.354 20.8 19.4 20.8 20.8 14 2 0.625 0.614 6.488 42.088 51.651 7.962 14.6 13.5 14.6 14.6 12 1 1.000 0.785 5.300 28.090 44.125 8.326 15.3 17.3 15.3 15.3 T1 12 1 0.750 0.442 5.425 29.431 26.005 4.794 8.8 9.7 8.8 8.8 T2 12 1 0.625 0.307 5.488 30.113 18.478 3.367 6.2 6.7 6.2 6.2 T4 12 2 1.000 1.571 5.300 28.090 88.250 16.651 30.5 34.6 30.5 30.5 T3 12 2 0.750 0.884 5.425 29.431 52.010 9.587 17.6 19.4 17.6 17.6 12 2 0.625 0.614 5.488 30.113 36.955 6.734 12.3 13.5 12.3 12.3 10 1 1.000 0,785 4.300 18.490 29.045 6.755 12.4 17.3 12.4 12.4 T1 10 1 0.750 0.442 4.425 19.581 17.302 3.910 7.2 9.7 7.2 7.2 T2 10 1. 0.625 0.307 4.488 20.138 12.357 2.754 5.0 6.7 5.0 5.0 T4 10 2 1.000 1.571 4.300 18.490 58.090 13.509 24.8 34.6 24.8 24.8 T3 10 2 0.750 0.884 4.425 19.581 34.603 7.820 14.3 19.4 14.3 14.3 10 2 0.625 0.614 4.488 20.138 .24.713 5.507 .10.1 13.5 10.1 .10.1 CHORD REINF. PROVIDE 6" LONG TYPE 1 (1)1"DIAM.EA.CHORD ° 1 z-12 WELD EA END TYPE 2 (1)3/4"DIAM.EA.CHORD ADDED TYPE 3 (2)1"DIAM.EA.CHORD TYPE 4 (1)5/8"DIAM.EA.CHORD :o ROD, TYP. EXIST. >' JOIST d rod/2+0.2 TYP. J End of STRUCTURAL CALCULATIONS -' M-ENGINEERING 750 BROOKSEDGE BLVD WESTERVILLE, OHIO 43081 (614) 839-4639 V M.Engineering (� V FEB 11 2i7/2022 O February 2, 2622 John O'Brien Code Enforcement Officer ay , Town of Queerisbury - FILE COPY RE: Big Lots 751 'Upper Olen St. Queensbury,NY 12804 Dear Mr. O'Brien, The following is an itemized response to the review comments dated January 26, 2022. Building(John O'Brien) Corrections: 2)Comment: Provide in letter form the name of the third party special inspections firm to perform structural inspections of the structural bar joists modifications and the removal of the mezzanine. Responses Terracon will be used as the third parry inspections firm . Please feel free to contact me at 614-839-4639 if you have any questions. Sincerely, Stephen A. Booth Senior Structural Engineer Structural • Mechanical • Electrical Technology 750 Brooksedge Blvd.; Westerville, Ohio 43081 • 614-839-4639 614-839-2222 Fax 0 www.mengineenng.us.,com