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CC-0241-2023 Office Use Only PRINCIPLE STRUCTURE • PERMIT APPLICATI ON Permit#: CC - 221 ' 20 2� Permit Fee:$ 1 IS •�S Town of Qucensbury _ 742 Bay Road,Queensbury, NY 12804 *Rec Fee: $ C,�MM PQ JC NV P: 518-761-8256 www.queensbury.net Invoice#: Flood Zone? Y N Reviewed By: Project Location: �r_�=� -+ c 1/4,topeirtsoj INkY. Tax Map #: •D3 3tcr Alt( L*4 27Subdivision Name: *TOWN BD.RESOLUTION 385-2020:$1000 recreation fee for new dwelling units:single family,duplexes/two-family, multiple family, apartments, condominiums,townhouses, and/or manufactured &modular homes, but not mobile homes.This is in addition to the permit fee(s). PROJECT INFORMATION: Residential Commercial, Proposed Use: tGo Single-Family: Two-Family Multi-Family (#of units: ) 1. Custom 2. Modular(REQUIRED:NYS stamped engineered drawings of foundation plans) Townhouse Garage (#of cars ) Business Office Retail Hotel/Motel Industrial Heated Warehouse/Storage Building Unheated Warehouse/Storage Building Amusement Ride Other(describe: MAIN STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1ST floor: 2k7ZS 1ST floor: 2nd floor: 2nd floor: 3rd floor: - Total square feet: Basement(habitable space): Total square feet: 242.E Principle Structure Packet Revised March 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Constructions$ 150 000 2. Proposed use of the building: Mvszet _ taco [xkk kprelfck 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat: g Gas Oil Propane Solar Other: (Fireplaces need a separate Fuel Burning Appliances& Chimney Application, one per appliance))6 5. Are there any structures not shown on the plot plan? YES NO Explain, if yes: 6. Are there any easements on the property? YES j NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? . 5 A•L b. Is this a corner lot? YES X NO c. Will the grade be changed as a result of the construction? )YES NO d. What is the water source? X PUBLIC PRIVATE WELL e. What type of wastewater system is on the parcel? SEWER X PRIVATE SEPTIC DECLARATION: 1. I 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. 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 NYS licensed land surveyor of all newly constructed facilities priort i suance of certificate of occupancy. I have read and agree to e ove: PRINT NAME: SIGNATURE: 43(2023 1 Principle Structure Packet Revised March 2022 4 • CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): �-rc- �. s- ( A r?�.r� &so 03.1 Mailing Address, C/S/Z: r \cr((i 1�+, ' o �• (t^ok Cell Phone: ( .15 ) 454(-0.3I-1 Land Line: ( ) Email: ccr -IV.-co u.14e,r %Pkv.?".rAe t ef-t hG • Primary Owner(s): Name(s): V pvi-c( 59Lj. tc�C s —CAL (Atom ILAtiec Mc Ceggen Mailing Address, C/S/Z: Z'1 r'1.annc(. vtiS , sum 32o, Doer k` t4\" k3CeS Cell Phone: (315 ) . — IMP t-b4toZland Line: ( 315 ) 4S 1-1ek51 x 2.k Email: 1rylt([.e e h'- c ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( Email: **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business Name: R \kept-44v�^E., rr1w eri Contact Name(s): cray,V. Cot s] Mailing Address, C/S/Z: 116 (0 AskAacia, 'k ,(e; c,.x'i A \PRO Cell Phone: ( 2.15 ) gr5q -Os\-7 Land Line: ( ) Email: - r k. �.N►-fir �_ vim! t"kriCk 6305 ceiePr'e v5 . n ek Contact Person for Compliance in regards to this project: %nE- Co,L,- '— Cell Phone: (245 ) —c3(") Land Line: ( ) Email: -rrb tlk.c b\t r-trcitt'r+6 t evagaNrt • Oek Principle Structure Packet Revised March 2022 # . CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): TBD&Submitted to building department Contractor Trade: Mailing Address, C/S/Z: Cell Phone: _( ) Land Line: _( Email: **Workers' Comp documentation must be submitted with this application** • Eneineer(s): Name(s):Bohler Engineering & Landscape Architecture NY, PLLC. (Contact: Tim Freitag) Mailing Address, C/S/Z: 17 Computer Drive West,Albany, NY, 12180 Cell Phone: _(518 )438-9900 Land Line: _(518 )438-9900 Email:tfreitag@bohlereng.com Contact Person for Compliance in regards to this project: Rick Vinal Cell Phone: (315 )256-1113 Land Line: ( ) Email:rickv@hrgweb.com Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: Mike McCracken SIGNATURE: Mike McCracken _ ""— DATE: 5/8/23 Principle Structure Packet Revised March 2022 t Office Use Only Permit#: CC.-621-t1' 20 26 Town ofQ Queen:, ry Permit Fee:$ 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Invoice#: Flood Zone? Y 0 Reviewed By: fiVI SEPTIC DISPOSAL PERMIT APPLICATION Project Location: 773 Quaker Road,Queensbury,NY Tax Map#: 303.15-1-27 RESIDENCE INFORMATION:Commercail Building (No Bedrooms) Year Built Gallons It of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed?(circle one) X 1981-1991 130 Spa or Hot Tub Yes No Installed?(circle one) X 1992-Present 110 +/-1,550GPD(Per NYSDEC Sang Ciearia) PARCEL INFORMATION: Topography Flat Rolling Steep Slope 1-5% %Slope Soil Nature x Sand Loam Clay Other, explain: Mainly Fine Sand. Groundwater At what depth?NA Bedrock/Impervious At what depth?+/_ 1 .5' material Domestic Water Supply ✓ Vlunicipal _Well _Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate:11-15 min- per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION:Mound System Tank size 1.500 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length 50 ft.; Each Trench 15 ft. sta 4r bssorrptic.prioonlarerpass Seepage Pit w/#3 stone How many: ; Size: area Alternative System Bed or other type: Holding Tank System Total required capacity? ;tank size ; #of tanks NOTES: 1. Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency; 2. We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. 3. As- built drawings must be submitted prior to the inspection, if there has been a change to the submitted plans. Principle Structure Packet Revised March 2022 FIRE MARSHAL'S OFFICE Queensbury fit" Town of Q J 742 Bay Road, Queensbury, NY 12804 " Horne of Natural Beauty ... A Good Place to Live " PLAN REVIEW Taco Bell 355 Dix Avenue CC-0241-2023 5/15/2023 2625sf 68 person OCC The following comments are based on a review of submittals: • Indicate fire extinguisher locations including K in kitchen • Verify paths of egress • Verify storage • Truss ID required • Locks /Latches to comply with Chapter 10 of IFC • Function test of exit and emergency lighting • Indicate exterior emergency lighting fixtures • Provide Knox Box on building exterior for FD access • Range hood suppression requires occupant notification and connection to fire alarm system . • Grease light test required IMC 506.3.2.5 • Suppression function witness test required • NFPA 72 letter required for tie in to fire alarm • NFPA 96 inspection report required • Provide specs. for duct wrap material Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firernarshal@queensbury.net • www.queensbury.net • FIRE ALARM- - Provide complete system layout drawings - Provide copy of NYS license for contractor - Provide spec. sheets for all - Carbon Monoxide detection - HVAC shutdown - Ansul tie in - Central station monitoring required - NFPA 72 completion report will be required - FM witness test required • CO2 supplier to comply with Chapter 53 of the NYSFC Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firemarshal@queensbury.net • www.queensbury.net ? . C/SPEC Project: ProjecType: Type Location: Queensbury, NY Folder: Folder Date: 6/7/23 4:39 PM RedSpecTM by RedBuiltTM Designer: Blueprint Engineering v7.1.15 Comment: TAPERED 28-31.7" Red-STM @ 32" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing truss- DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail D 1E © } Span Live 23% 0.223 0.981 L/999+ L/360 PASS Span Total 20% 0.390 1.961 L/905 L/180 PASS SUPPORTS Support I Support 2 JUN 21 2023 Live Reaction(Ib)(DOL%) 802(125) 802(125) Dead Reaction(Ib) 601 601 Total Reaction(Ib)(DOL%) 1403(125) 1403(125) TOWN OF QUEENSBURY Bearing Bottom Chord Bottom Chord BUILDING &CODES Support Wall Wall Bearing Clip (Red-S)Angle (Red-S)Angle Clip Clip Approx.Clip Height 0.125" 0.125" Approx.Clip Width 6.625" 6.625" Assumed Bearing Width 3.875" 3.875" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: 0.125/12 ie 29'-5.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 20 15 0 32" Roof Joist NOTES • Building code and design methodology: 2018 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=93 •Pricing Index(plf) =93 C:\Users\frank\Desktop\Projects\2019\BP191030-Aspras Cherry Hill\TRUSS.red 6/7/2023 4:39:41 PM Project: Folder:Type Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuiltT"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT",RedSpec'",Red-IT",Red-I45T",Red-I45LT",Red-I58T",Red-I65T", Red-I90T",Red-I90HT",Red-I90HST",Red-LT",Red-W'",Red-ST",Red-MT", Red HT",RedLam"",FloorChoice""are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2022 RedBuilt LLC.All rights reserved. l'eKtriSPEC Protect: Project Type: Type Location: Queensbury, NY Folder: Folder Date: 6/7/23 4:42 PM RedSpecTM by RedBuiItTM Designer: Blueprint Engineering v7.1.15 Comment: TAPERED 28-31.7" Red-STM @ 32" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fall Span Live 58% 0.573 0.981 L/617 L/360 PASS Span Total 37% 0.729 1.961 L/484 L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 2205(100) 2205(100) Dead Reaction(lb) 601 601 Total Reaction(Ib)(DOL%) 2806(100) 2806(100) Bearing Bottom Chord Bottom Chord Support Wall Wall Bearing Clip (Red-S)Angle (Red-S)Angle Clip Clip Approx.Clip Height 0.125" 0.125" Approx.Clip Width 6.625" 6.625" Assumed Bearing Width 3.875" 3.875" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: 0.125/12 It 29'-5.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(100%) 55 15 0 32" Snow Roof Joist NOTES •Building code and design methodology: 2018 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Pricing Load(plf)= 187 • Pricing Index(plf)= 187 C:\Users\frank\Desktop\Projects\2019\BP191030-Aspras Cherry Hill\TRUSS.red 6/7/2023 4:42:56 PM Project: Folder:Type Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'" recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'",RedSpec'",Red-I'",Red-I45'",Red-I45L'",Red-I58T",Red-I65'", Red-I90'", Red-I90HT", Red-I90HS'", Red-LT",Red-W'",Red-ST",Red-MT", Red-HT",RedLam"",FloorChoice""are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2022 RedBuilt LLC.All rights reserved. Created with ClearCalcs.com IpBLUEPRINT ENGINEERING$ Client: Hospitaility Syracuse Date: Jun 7,2023 DESIGN.LL( Author: Frank Coulter Job#: BP221050 . „W6t A, ,A,:s-;.r :'i,ia9;A •,,0 p„ ,,;U�; . Project: Taco Bell-Queensbury Subject: Member Schedule Calculation Member _ +Quantity Comments} Pi i1,Header Type 1 }3-2x6 D.Fir-L No.2 14.33 ft - ? Header Type 2 13-2x8 D.Fir-L No.2 15.5 ft i Header Type 3 13-2x12 D.Fir-L No.2 7.75 ft 55% 1 Header Type 4 i 5-1/4x11-7/8 SolidStart LVL 2.0E-2900Fb !12 ft o — — } ;—+- ------- ___I 25% )j Header Type 4-Long Span i 5-1/4x11-7/8 SolidStart LVL 2.0E-2900Fb 118.3 ft self weight 22% ) Right side shear wall i 7/16"OSB/Plywood,8d@6",One Side,2x6 D.Fir-L No.2 @ 16 in O.C. 186.7 ft I — —_ 1 62% ;Front shear wall — 7/16"OSB/Plywood,8d@6",Both Sides,2x6 D.Fir-L No.2 @ 16 in O.C. 133.3 ft L — — I 1� 1 53/o0 �I — — —Wall Footing }2500 psi Concrete Wall Footings 0.0741 yd /$ 1 United States(version 50) Created with ClearCalcs.com BLUEPRINT ENGINEERING& Client: Hospitaility Syracuse Date: Jun 7,2023 DESIGN.L1C Author: Frank Coulter Job#: BP221050 96 aE'A`.l+•'S'i,,'V.,,,i nt,n;A••ray p ,,ti,,:J,; Project: Taco Bell Queensbury Subject: Project Defaults Building Site /' r) Google . . IDesign Criteria I Design Code for Load Combinations& IBC 2021 Criteria Design Code Full Name code = International Building Code(IBC)2021 Additionally Include Simplified DL+(LL or No SL)Service Load Combination? Special Building Type:Farm Building or No-Normal Building t Greenhouse? Does Roof Support Ceiling? No Ceiling Type Non-Plaster Wall Finish Type Other Brittle Finishes Deflection Span Limits A8par� = Member Type type Short-Term IL,Lr,S,or W)D,ST(L;) Long-Term(kD*L)DLT IL!) Roof 180 120 Ceiling 240 180 Floor 360 240 Wall 240 1 Absolute Deflection Limit Aiim = 1 in Default Bearing Length lb = 3 in IBuilding Geometry I Number of Stories n8tory = 2 Roof Slope a= 6:12 Default Member Spacings spacings= Rafters s,aft(in) Joists sje„i tin) Wall Studs s,t,ai,(in) 16 16 16 2 Top Floor Height Dimensions hipp,floor = Story Height(Floor to Eave)h,,„,,,(ft) Headroom(Floor to Ceiling)h ,,,l(ft) Window Height(Floor to Top of Window)h„„„,a,„..(ft) 12 10 8 Lower Floors Height Dimensions hlower.floors = Story Height(Floor to Floor)h,,,„t,(ft) Headroom(Floor to Ceiling)hn,„a(ft) Window Height(Floor to Top of Window)h,p,,,a,„„(ft) 12 10 8 Maximum Roof Beam Depth d„,ax R = 24 in Floor Beam Depth Limits dmin/max = Minimum Beam Depth d,„,,,(in) Maximum Beam Depth d,„„,(in) 0 24 Default Roof Loads Roofs:Ordinary Flat,Pitched,and Roof Live Load Selection Curved Roofs(that are not occupiable) Notes for Selected Roof Live Load Lr= See section 1607.15.2 Default Roof Loads loadsr.po f = Superimposed Dead Load tan Roof Live Load wL, Alternative Minimum Live Load P1,1 Snow Load ws Ultimate Wind Uplift(C&C)ww„ Ultimate Wind Downward(C&C(Wwa (psf) (psf) (lb) (psf) (pot) (pet) 15 20 300 30 30 30 Default Ceiling Loads Residential:One-and Two-Family Ceiling Live Load Selection Dwellings:Uninhabitable Attics with - Storage See section 1607.22.Uninhabitable attics with storage are those where the maximum clear height between the joists and rafters is 42 inches or greater,or where there are two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches in height by 24 inches in width,or greater,within the plane of the trusses. The live load need only be applied to those portions of the joists or truss Notes for Selected Ceiling Live Load LC— bottom chords where both of the following conditions are met:i.The attic area is accessible from an opening not less than 20 inches in width by 30 inches in length that is located where the clear height in the attic is not less than 30 inches.ii.The slopes of the joists or truss bottom chords are not greater than two units vertical in 12 units horizontal.The remaining portions of the joists or truss bottom chords shall be designed for a uniformly distributed concurrent live load of not less than 10 pounds per square foot. Default Ceiling Loads loadsceilin9 = Superimposed Dead Load wp(psf) Live Load w,,(psf) Alternative Minimum Live Load PL2(lb) 5 20 0 Default Floor Loads Residential:One-and Two-Family Live Load Selection Dwellings:All Other Areas(except stairs) Notes for Selected Live Load L= - Default Floor Loads loads floor. = Superimposed Dead Load wD(psf) Live Load to (psf) Alternative Minimum Live Load PL2(lb) 10 40 0 IDefault Wall&Window Loads I Default Total Wall&Window Dead Loads WD,wall+window = Total Weight of Interior Wall WD,fµ(psf) Total Weight of Exterior Wall wDEW(pot) Total Weight of Window WD,,,,„a„e.(psf) 5 30 1.5 3 Default Ultimate Wall&Window Wind Loads WW,wall+window — Ultimate Inward Wind Load(C&C)U'wd(tit) Ultimate Outward Wind Load(C&C)u'w„(per) 30 30 Default Railing Properties Railing Height hrailing = 4 ft Railing Total Weight WD,railing =20 plf Custom Load Combinations I Exclude L2 from Load Linking? Yes Comments 4 Wood Beam(ASD)(version 170)—Roof Header Created with ClearCalcs.com Client: Hospitaility Syracuse Date: Jun 7,2023 BLEIEPRItiT EtiGIHEERIIiG&DESIGN.LlC Author: Frank Coulter Job#: BP221050 4,»,, �;.,,,,; =;;o., . .,; Project: Taco Bell Queensbury Subject: Header Type 1 (PASS) pH .1515U0 References: NDS 2018(ASD) Summary Primary Loading , 121 OU 2 I i_ width=4.5 in ; , Moment Utilization M/M' = 2450 lb*ft/2920 lb*ft 66% Shear Utilization V/V' = 2260 lb/3420 lb 28% Bearing Utilization R/R'= 2370 lb/8440 lb Minimum Bearing Length(End Supports) £6,min,end= 0.842 in 21% ) Governing Live/Short-Term Deflection 8,sT = -0.061 in(L/852) 10%) Governing Long-Term Deflection SLT = -0.0419 in(L/1240) Reactions I I Bearing 3 in Bearing 3 in FactMax-2370 lb FactMax:2370lb FactMin:-187 lb FactMin:-187 lb D:597 lb D:597 lb ILOlb L-Olb 0.0 1.0 2.0 3.0 4.0 Distance from Left of Beam(ft) Diagrams Graphed Load Combination D+L •Load Case:D+L °Envelope 2000 - g 1000 `r 0 l, -1000 - 1 2 4 -2000 5 •Load Case:D+L °Emrelope 2500 - ± 2000 - 1500 - c 1000 500 - 0 1 2 3 4 •Strength LC Selected;Short-Term Envelope Shown °Envelope 'c• 0 -0.02 1 2 3 -0.04 - 0 -0.06 •Reactions ru Axial Load•Vertical Load 300 lb . 1111 H I I I _ 747 lb 747 lb 0.0 1.0 2.0 3.0 4.0 Distance from Left of Beam(ft) Key Properties Section Type Standard Sections Database Size and Grade 2x6 D.Fir-L No.2 Number of Plies noes = 3 Beam Plan Length Lx = 4.33 ft Supports and Braces r= SupporUBrace Type Position From Left x(ft) Bearing Length th(to) Pinned 0 3 Pinned 4.33 3 Continuous Bracing for Lateral Torsional Buckling No Continuous Bracing Add Flitch Plates? No 6 Loads Alternative Minimum Live Load 217ft 112.300lb ii Wall Load D:60 plf 0r LW:2 ft I D:30 psf .433ft D:210 Of Lr 280 plf Roof Load S:770 Of W,dn:420 plf W,up:-420 pif 0 v LW:14 ft I D:15 psf,Lr.20 psf,S:55 psf,W,dn:30 psf,W,u... r 4 33 ft Self-weight II D:5.7 Of 0 4.33fl 111 0.0 1.0 2.0 3.0 4.0 Distance from Left of Beam(10 Distributed Loads w Label Start Location x,(ft) End Location x,(ft) Total Start Trib.Width TW,(ft) Total End Trib.Width TW,(It) Load Magnitudes w Roof Load 0 4.33 14 14 D,L,S,Lr,W,dn,W,up Wall Load 0 4.33 2 2 D:30 psf Point&Moment Loads P,M= Label Location x(ft) Load Magnitudes Alternative Minimum Live Load 2.17 L2:300 lb,0 lb ft Brace at Point Loads? No Include Self-weight Yes Live Load Type Occupancy Design Conditions Design Code for Load Combinations International Building Code(IBC)2021 Beam Incline Horizontal Total Material Length L= 4 ft,4 in Member Orientation Strong(X-X) Repeating Member? Repeating Service Condition Dry Temperature Range T 5 100°F Incised? No Directly Consider Shear Deflection? No Deflection Limit Absolute Limit 0,,,„„r = 1 in Live/Short-term Deflection Limit (L/)51 = 180 Long Term Deflection Limit (L/)r,T = 120 Double L/Deflection Limits for Yes Cantilevers? Advanced Design Criteria Adjusted Allowable Bending Stress Limit Fe = 0 psi Adjusted Allowable Shear Stress Limit F;,,,,,11X = 0 psi 7 Member Properties Base Allowable Shear Stress F„ = 180 psi Load Combination Analysis Strength Load Combinations LCst>• = Load Combination Duration Factor CD Total Load ER(lb) Shear V Qb) Pos.Moment M'(tb-ft) Neg.Moment M-(lb•ft) Max Reaction R(1b) D 0.9 1190 597 646 0 597 D+L 1 1490 747 971 0 747 D+L r 1.25 2410 1200 1300 0 1200 D+S 1.15 4530 2260 2450 0 2260 D+R 1.15 1190 597 646 0 597 D+0.75L+0.75 L_r 1.25 2330 1160 1380 0 1160 D+0.75L+0.75 S 1.15 3920 1960 2240 0 1960 D+0.75 L+0.75 R 1.15 1420 709 890 0 709 D+0.6W,dn 1.6 2280 1140 1240 0 1140 D+0.7E 1.6 1190 597 646 0 597 D+0.45W_dn+0.75L+0.75L2. 1.6 3150 1570 1820 0 1570 D+0.45W_dn+0.75L+0.755 1.6 4740 2370 2690 0 2370 D+0.45W do+0.75L+0.75R 1.6 2240 1120 1330 0 1120 D+0.525E+0.75L+0.755 1.6 3920 1960 2240 0 1960 0.6D+0.6W,up 1.6 716 358 388 -203 358 0.6D-0.7Ev+0.7Eh 1.6 716 358 388 0 358 Short-term Serviceability Load Combinations LCge,,sr - Load Combination Total Load ER Oh) Max Deflection 6,(n) L+Lr 1510 -0.031 S 3330 -0.061 0.42W_dn 764 -0.014 0.42W_up -764 0.014 Simplified D+L Not Selected 0 0 Long-term Serviceability Load Combinations LCse,„LT = Load Combination Total Load ER(lb) Max Deflection 6,lie) D+L+Lr 2110 -0.0419 Unfactored Load Analysis I Unfactored Loads Load Type Total Load ER(tb) Shear V(1b) Moment M(lb•ft) Max Reaction R(ft) Deflection bow D 1190 597 646 597 -0.0218 Lr 1210 -606 656 606 -0.0222 S 3330 -1670 1800 1670 -0.061 W,dn 1820 -909 984 909 -0.0333 W,up -1820 909 -984 -909 0.0333 L2 300 -150 325 150 -0.00878 Governing Load Combination Determination Governing Bending Moment M = 2450 lb•ft Governing Shear Force V= 2260 lb Elastic Modulus(NDS 2018 2.3) I Wet Service Factor CM,E = 1 8 Temperature Factor Ct,E = 1 Incising Factor C>i,E = 1 Buckling Stiffness Factor CT = 1 Adjusted Modulus of Elasticity E' = 1 600 000 psi Adjusted Minimum Modulus of Elasticity Emirs = 580 000 psi Adjusted Flexural Stiffness E'I= 693 000 lb•ft2 Section Bending(NDS 2018 2.3) Load Applied on Compression Side? Yes Wet Service Factor CM,b = 1 Temperature Factor Ct,b= 1 Size Factor CF,b = 1.3 Flat Use Factor Cf,,,b = 1 Incising Factor Ci,b = 1 Repeating Member Factor Cr = 1.15 Positive Bending(NDS 2018 2.3) Governing Duration Factor-Positive C+ 1.15 Bending D'b = Governing Buckling Moment Calculation- + _ Positive Bending McrTable — Span Length L(in) Span Type k-Factor k Load Eccentricity Factor C, Governing Buckling Moment M„.(lb ft) Beam Stability Factor Cy M'/Cy(lb h) 52 Int 1.72 0.791 45400 0.997 2460 Governing Beam Stability Factor-Positive C,L — 0.997 w- , Bending Adjusted Bending Strength-Positive F'+ = 1540 psi Bending b �o•,_ Negative Bending(NDS 2018 2.3) Governing Duration Factor-Negative C— 1.6 .t. Bending CD— = Governing Buckling Moment Calculation- Negative Bending M _crTabie — Span Length L(in) Span Type k-Factor k Load Eccentricity Factor C, Governing Buckling Moment M,,.(lb•h) Beam Stability Factor Cy M /Cy(lb.h) 52 Int 1.72 0.791 45400 0.995 -204 Governing Beam Stability Factor-Negative CL — 0.995 Bending Adjusted Bending Strength-Negative F' = 2140 psi Bending b Shear Design(NDS 2018 3.4) Governing Duration Factor CD = 1.15 Wet Service Factor CM,,, = 1 Temperature Factor Co, = 1 Incising Factor Co,,, = 1 Adjusted Shear Strength F„ = 207 psi IBearing(NDS 2018 3.10) Wet Service Factor CM,± = 1 Temperature Factor Ct,l = 1 .•-- 9 Incising Factor Ci,1 = 1 Base Bearing Strength Fc1/Cb = 625 psi Linear Base Bearing Resistance R1/Cbib =2810 lbf/in Bearing Strength per Support BR= Location(ft) Bearing Length 4(in) Bearing Area Factor Ct Allowable Bearing Load R'(tb) Governing Reaction R(lb) Utilization Min Bearing Length(in) Type 0 3 1 8440 2370 0.281 0.842 Ext 4.33 3 1 8440 2370 0.281 0.842 Ext Deflections Live/short-term deflections per span STab1eST = Span Length L(ft) Span Type Deflection b(in) Deflection Limit 6.1,,.(i.) Deflection Utilisation b/Oi;,,, Deflection Ratio L f 4.33 Int -0.061 0.289 0.211 852 Long-term Deflections per Span STab1eLT = Span Length L fit) Span Type Deflection b(in) Deflection Limit Ob,,,(in) Deflection Utilisation b/Ai,,,, Deflection Ratio Li 4.33 Int -0.0419 0.433 0.0967 1240 Comments 10 Wood Beam(AS0)(version 170)—Roof Header Created with ClearCalcs.com Client: Hospitaility Syracuse Date: Jun 7,2023 BLUEPRINT UNHEEDING b DESIGN.IL( Author: Frank Coulter Job#: BP221050 4,kt.p;.;-,,;;•;.. ,.... ;,).M "c Project: Taco Bell Queensbury Subject: Header Type 2 (PASS) References: NDS 2018(ASD) Summary Primary Loading II 4I 1 VI .2I 1 1 width=4.5 in >. ? Moment Utilization M/M' = 3870 lb*ft/4670 lb*ft 62% Shear Utilization V/V' = 2810 lb/4500 lb 33% ) Bearing Utilization R/R' = 2810 lb/8440 lb Minimum Bearing Length(End Supports) £b,min,end = 1 in 20% ) Governing Live/Short-Term Deflection 8gr = -0.0718 in(L/919) 8% , Governing Long-Term Deflection SLT = -0.0441 in(L/1500) Reactions: 1 1 Bearing:3 in Bearing 3In FactMax:2810 lb FactMax:2810 lb FactMin:-107 lb FactMin:-107 lb D:6191b D:6191b L•0lb L:O lb 0.0 1.0 20 3.0 4.0 5.0 Distance from Left of Beam(ft) Diagrams Graphed Load Combination D+L •Load Case:D+L °Envelope 3000 - 2000 15 1000 0 u iS -1000 - 1 2 3 5 -2000 3000 -, 11 •Load Case:D+L °Envelope 4000 - 3000 - a c 2000 - a 1000 - 0 1 2 3 4 5 •Strength LC Selected;Short-Term Envelope Shown °Envelope 0 -0.02 - 1 2 3 4 +. -0.04 - w -0.06 - •Reactions Axial Load•Vertical Load 300 lb . H i 1111 . 7691b 7691b 0.0 1.0 2.0 3.0 4.0 5.0 Distance from Left of Beam(ft) Key Properties Section Type Standard Sections Database Size and Grade 2x8 D.Fir-L No.2 Number of Plies 'nplies = 3 Beam Plan Length Lx = 5.5 ft Supports and Braces r = Support/Brace Type Position From Left x(R) Bearing Length Ih(to) Pinned 0 3 Pinned 5.5 3 Continuous Bracing for Lateral Torsional No Continuous Bracing Buckling Add Flitch Plates? No 12 Loads Alternative Minimum Live Load IL2 lb D:217 Of Lr.290 pit Roof Load 5:797 2p(f W,dn: 90 pit W,up:-290 pif 0, LW:14.5111 D:15 psf,Lr.20 psf,5:55 psf,W dn:20 psf,W... ♦5 5/t Self-weight D:7.52 plf o 5t 0.0 1.0 2.0 3.0 4.0 5.0 Distance from Left of Beam(lb Distributed Loads w = Label Start Location x„(ft) End Location x,.(ft) Total Start Tnb.Width TW,(ft) Total End Tnb.Width TW(ft) Load Magnitudes w Roof Load 0 5.5 14.5 14.5 D,L,S,Lr,W,dn,W,up Point&Moment Loads P,M= Label Location x(ft) Load Magnitudes P,M Alternative Minimum Live Load 2.75 L2:300 lb,0 lb ft Brace at Point Loads? No Include Self-weight Yes Live Load Type Occupancy Design Conditions Design Code for Load Combinations International Building Code(IBC)2021 Beam Incline Horizontal Total Material Length L= 5 ft,6 in Member Orientation Strong(X-X) Repeating Member? Repeating Service Condition Dry "' Temperature Range T s 100°F Incised? No Directly Consider Shear Deflection? No Deflection Limit Absolute Limit Amax = 1 in Live/Short-term Deflection Limit (L/)r = 180 Long Term Deflection Limit (L/)LT = 120 Double U Deflection Limits for Yes Cantilevers? Advanced Design Criteria Adjusted Allowable Bending Stress Limit Fb r,,ax = 0 psi Adjusted Allowable Shear Stress Limit Fv,,,ax = 0 psi IMember Properties Base Allowable Shear Stress F„ = 180 psi • 13 Load Combination Analysis Strength Load Combinations LCstr = Load Combination Duration Factor CD Total Load ER(lb) Shear V(lb) Pos.Moment M'(lb ft) Neg.Moment M (lb ft) Max Reaction R(1b) D 0.9 1240 619 851 0 619 D+L 1 1540 769 1260 0 769 D+L r 1.25 2830 1420 1950 0 1420 D+S 1.15 5620 2810 3870 0 2810 D+R 1.15 1240 619 851 0 619 D+0.75L+0.75 L r 1.25 2660 1330 1980 0 1330 D+0.75L+0.75 5 1.15 4750 2380 3420 0 2380 D+0.75L+0.75 R 1.15 1460 731 1160 0 731 D+0.6W,dn 1.6 2190 1100 1510 0 1100 D+0.7E 1.6 1240 619 851 0 619 D+0.45W_dn+0.75L+0.75L_r 1.6 3380 1690 2480 0 1690 D+0.45W_dn+0.75L+0.755 1.6 5470 2740 3920 0 2740 D+0.45W_dn+0.75L+0.75R 1.6 2180 1090 1650 0 1090 D+0.525E+0.75L+0.75S 1.6 4750 2380 3420 0 2380 0.6D+0.6W,up 1.6 743 371 511 -147 371 0.6D-0.7Ev+0.7Eh 1.6 743 371 511 0 371 Short-term Serviceability Load LCservLT = Combinations Load Combination Total Load ER(lb) Max Deflection 6,(in) L+Lr 1890 -0.034 S 4390 -0.0718 0.42W_dn 670 -0.011 0.42W_up -670 0.011 Simplified D+L Not Selected 0 0 Long-term Serviceability Load LCservLT = Combinations Load Combination Total Load ER(lb) Max Deflection b,(in) D+L+Lr 2510 -0.0441 ( Unfactored Load Analysis I Unfactored Loads Load Type Total Load ER(lb) Shear V(lb) Moment M(lb.ft) Max Reaction R(lb) Deflection b(in) D 1240 -619 851 619 -0.0203 Lr 1590 -797 1100 797 -0.0261 S 4390 -2190 3020 2190 -0.0718 W,dn 1590 -797 1100 797 -0.0261 W,up -1590 797 -1100 -797 0.0261 L2 300 -150 412 150 -0.00786 Governing Load Combination Determination I Governing Bending Moment M = 3870 lb•ft Governing Shear Force V= 2810 lb Elastic Modulus(NDS 2018 2.3) I Wet Service Factor CM,E = 1 Temperature Factor Ct,E = 1 Incising Factor Ci,E = 1 14 Buckling Stiffness Factor CT = 1 Adjusted Modulus of Elasticity E' = 1 600 000 psi Adjusted Minimum Modulus of Elasticity Erne = 580000 psi Adjusted Flexural Stiffness E'I= 1 590 000 lb•ft2 Section Bending(NDS 2018 2.3) Load Applied on Compression Side? Yes Wet Service Factor CM,b — 1 r. _-• Temperature Factor Ct,b= 1 Size Factor CF,b = 1.2 Flat Use Factor Cfu,b = 1 Incising Factor G,b = 1 Repeating Member Factor C,. = 1.15 IPositive Bending(NDS 2018 2.3) Governing Duration Factor-Positive + Bending CD'b= 1.15 Governing Buckling Moment Calculation + — Positive Bending McrTable — Span Length L(iv) Span Type k-Factor k Load Eccentricity Factor C, Governing Buckling Moment M,.(lb ft) Beam Stability Factor CL flr/CL(lb ft) 66 Int 1.72 0.784 46700 0.994 3890 Governing Beam Stability Factor-Positive CL — 0 994 Bending Adjusted Bending Strength-Positive Fe+ = 1420 psi Bending Negative Bending(NDS 2018 2.3) Governing Duration Factor-Negative ci5 = 1.6 - Bending Governing Buckling Moment Calculation Negative Bending McrTable — Span Length L(b.) Span Type k-Factor k Load Eccentricity Factor C, Governing Buckling Moment M,,.(lb ft) Beam Stability Factor CL M-/CL(lb•ft) 66 Int 1.72 0.784 46 700 0.992 -149 Governing Beam Stability Factor-Negative CL = 0.992 = Bending Adjusted Bending Strength-Negative F' — 1970 psi Bending b _ t=•=, Shear Design(NDS 2018 3.4) Governing Duration Factor CD = 1.15 Wet Service Factor Cm,, 1 Temperature Factor Ct,,, = 1 Incising Factor Ci,u = 1 - - Adjusted Shear Strength F„ = 207 psi IBearing(NDS 2018 3.10) Wet Service Factor CA/,1 = 1 Temperature Factor Ct,1 = 1 Incising Factor C;,1 = 1 Base Bearing Strength Fc1/Cb = 625 psi -- - 15 Linear Base Bearing Resistance RJ/Cbib =2810 lbf/in Bearing Strength per Support BR= Location(fi) Bearing Length L (in) Bearing Area Factor Cb Allowable Bearing Load R'(1b) Governing Reaction R(lb) Utilization Min Bearing Length(in) Type 0 3 1 8440 2810 0.333 1 Ext 5.5 3 1 8440 2810 0.333 1 Ext Deflections Live/short-term deflections per span aTableST = Span Length L(ft) Span Type Deflection 6(in) Deflection Limit Ai,,,,(in) Deflection Utilisation 6/1),s,,, Deflection Ratio L/ 5.5 Int -0.0718 0.367 0.196 919 Long-term Deflections per Span 5TableLT = Span Length L(ft) Span Type Deflection 6(in) Deflection Limit (ln) Deflection Utilisation 6/Ii,m Deflection Ratio L/ 5.5 I nt -0.0441 0.55 0.0802 1500 Comments 16 Wood Beam(ASD)(version 170)—Roof Header Created with ClearCalcs.com Client: Hospitaility Syracuse Date: Jun 7,2023 IPBLUEPRINT ENGINEERING AAuthor: Frank Coulter Job#: BP221050 DESIGN.EL( .c M,,-A.,,.;; D,,,,. ,.-,w.;A..;- Project: Taco Bell-Queensbury Subject: Header Type 3 (PASS PH .154;1,), , References: NDS 2018(ASD) Summary I Pnmary Loading 1 c m L fa 21 width=4.5 in f�t . Moment Utilization M/M' = 7710 lb*ft/9310 lb*ft 57% ) Shear Utilization V/V' = 3980 lb/6990 lb 470/0 •. Bearing Utilization R/R' = 3980 lb/8440 lb Minimum Bearing Length(End Supports) t6,min,end = 1.41 in 15% • Governing Live/Short-Term Deflection 8,57 = -0.0758 in(L/1230) 6% ) Governing Long-Term Deflection SLT = -0.0443 in(L/2100) Reactions: I I Bearing 3 in Bearing 3 in FactMax 3980 lb FactMax 3980 lb FactMin:-141 lb FactMin:-141 lb D:8881b D:8881b L•Olb Lolb 0 2 4 6 Distance from Left of Beam(ft) Diagrams Graphed Load Combination D+L •Load Case:D+L °Envelope 4000 2000 - I 0 vLi -2000 _ 2 4 6 -4000 - 17 •Load Case ID*I_ °Envelope 8000 - F. 6000 - 4000 - v 0 2000 - 0 2 4 6 •Strength LC Selected;Short-Term Envelope Shown °Envelope • 0 c -0.02 - 2 4 0 -0.04 - v -0.08 •Reactions ,;Axial Load •Vertical Load 300 lb _ 1111 1111 . 1040lb 1040Ib 0 2 4 6 Distance from Left of Beam(ft) Key Properties Section Type Standard Sections Database Size and Grade 2x12 D.Fir-L No.2 Number of Plies nplies = 3 Beam Plan Length Lx = 7.75 ft Supports and Braces r= Support/Brace Type Position From Left x(RI Bearing Length t!h(in) Pinned 0 3 Pinned 7.75 3 Continuous Bracing for Lateral Torsional No Continuous Bracing Buckling Add Flitch Plates? No 18 Loads Alternative Minimum Live Load 88 Ii 4L2::300lb D:217 pit Lr.290 plf Roof Load S:797 W,dn: 90 pif W.up:-290 plf 0, LW:14.5 ft i D:15 psf,Lr.20 psf,S:55 psf,W,dn:20 psf,W... .7 75 ft Self-weight D:11.7 plf 0 7.75ft 0 2 4 6 Distance from Left of Beam(ftl Distributed Loads w = Label Start Location x,(ft) End Location x,(ft) Total Start Trib.Width TW,(ft) Total End Trib.Width TW(ft) Load Magnitudes w Roof Load 0 7.75 14.5 14.5 D,L,S,Lr,W,dn,W,up Point&Moment Loads P,M= Label Location x(ft) Load Magnitudes P,M Alternative Minimum Live Load 3.88 L2:300 lb,0 lb ft Brace at Point Loads? No Include Self-weight Yes Live Load Type Occupancy Design Conditions I Design Code for Load Combinations International Building Code(IBC)2021 Beam Incline Horizontal Total Material Length L= 7 ft,9 in Member Orientation Strong(X-X) Repeating Member? Repeating Service Condition Dry Temperature Range T<_100°F Incised? No ,oa r, . - ,,,-F, ;- --i:, , •+-gin, Directly Consider Shear Deflection? No Deflection Limit Absolute Limit Amax = 1 in Live/Short-term Deflection Limit (L/)57. = 180 A Long Term Deflection Limit (L/)LT = 120 Double U Deflection Limits for Yes Cantilevers? Advanced Design Criteria I Adjusted Allowable Bending Stress Limit F6,,t,ay = 0 psi Adjusted Allowable Shear Stress Limit F„ = 0 psi Member Properties I Base Allowable Shear Stress F„ = 180 psi 19 Load Combination Analysis I Strength Load Combinations LCstr = Load Combination Duration Factor CD Total Load ER(lb) Shear V(lb) Pos.Moment M'(lb ft) Neg.Moment M (lb•ft) Max Reaction R(lb) D 0.9 1780 888 1720 0 888 D+L 1 2080 1040 2300 0 1040 D+L_r 1.25 4020 2010 3900 0 2010 D+S 1.15 7960 3980 7710 0 3980 D+R 1.15 1780 888 1720 0 888 D+0.75L+0.75 L_r 1.25 3690 1840 3790 0 1840 D+0.75L+0.75 S 1.15 6640 3320 6650 0 3320 D+0.75L+0.75 R 1.15 2000 1000 2160 0 1000 D+0.6W,dn 1.6 3120 1560 3030 0 1560 D+0.7E 1.6 1780 888 1720 0 888 D+0.45W_dn+0.75L+0.75L_r 1.6 4700 2350 4770 0 2350 D+0.45W_dn+0.75L+0.75S 1.6 7650 3820 7630 0 3820 D+0.45W do+0.75L+0.75R 1.6 3010 1510 3140 0 1510 D+0.525E+0.75L+0.75S 1.6 6640 3320 6650 0 3320 0.6D+0.6W,up 1.6 1070 533 1030 -274 533 0.6D-0.7Ev+0.7Eh 1.6 1070 533 1030 0 533 Short-term Serviceability Load LCserv,s7 = Combinations Load Combination Total Load ER(lb) Max Deflection 6,(in) L+Lr 2550 -0.0334 S 6180 -0.0758 0.42W_dn 944 -0.0116 0.42W_up -944 0.0116 Simplified D+L Not Selected 0 0 Long-term Serviceability Load Combinations LCeertLT = Load Combination Total Load ER(lb) Max Deflection b,(in) D+L+Lr 3440 -0.0443 Unfactored Load Analysis I Unfactored Loads Load Type Total Load ER(lb) Shear V(lb) Moment M(lb•ft) Max Reaction R(lb) Deflection b(in) D 1780 -888 1720 888 -0.0218 Lr 2250 -1120 2180 1120 -0.0276 S 6180 -3090 5990 3090 -0.0758 W,dn 2250 -1120 2180 1120 -0.0276 W,up -2250 1120 -2180 -1120 0.0276 L2 300 -150 581 150 -0.00588 Governing Load Combination Determination Governing Bending Moment M= 7710 lb.ft Governing Shear Force V= 3980 lb IElastic Modulus(NDS 2018 2.3) Wet Service Factor CM,E = 1 Temperature Factor Ct,E = 1 Incising Factor CC,E = 1 20 Buckling Stiffness Factor CT = 1 "'" Adjusted Modulus of Elasticity E' = 1 600 000 psi Adjusted Minimum Modulus of Elasticity Ern' = 580 000 psi Adjusted Flexural Stiffness E'I= 5 930 000 lb•ft2 Section Bending(NDS 2018 2.3) Load Applied on Compression Side? Yes Wet Service Factor CM,b = 1 Temperature Factor Ct,b = 1 Size Factor CF,b = 1 Flat Use Factor Cfu,b = 1 Incising Factor Ci,b = 1 Repeating Member Factor Cr = 1.15 Positive Bending(NDS 2018 2.3) Governing Duration Factor-Positive C+b = 1.15 Dt Bending Governing Buckling Moment Calculation + = Positive Bending McrTable Span Length L(in) Span Type k-Factor k Load Eccentricity Factor C, Governing Buckling Moment M,(lb•ft) Beam Stability Factor Cr, M'/CL Ilk•ft) 93 Int 1.72 0.765 50200 0.989 7800 Governing Beam Stability Factor-Positive C+ — 0.989 F " Bending L Adjusted Bending Strength-Positive Fe+ — 1180 psi "if if Bending Negative Bending(NDS 2018 2.3) Governing Duration Factor-Negative CD— — 1.6 ,b— Bending Governing Buckling Moment Calculation r ' Negative Bending M =crTable Span Length L(in) Span Type k-Factor k Load Eccentricity Factor C, Governing Buckling Moment M(lb•ft) Beam Stability Factor CL M-/CL(lb•ft) 93 Int 1.72 0.765 50200 0.983 -279 Governing Beam Stability Factor-Negative Ci — .— 0983 ae- Bending Adjusted Bending Strength-Negative Fb — 1630 psi " Bending IShear Design(NDS 2018 3.4) I Governing Duration Factor CD = 1.15 Wet Service Factor CM,t = 1 Temperature Factor Ctt = 1 Incising Factor Ci,v = 1 Adjusted Shear Strength Fv = 207 psi °' IBearing(NDS 2018 3.10) I Wet Service Factor CM,± = 1 Temperature Factor Ct,± = 1 Incising Factor Ci,i = 1 Base Bearing Strength Fc1/Cb = 625 psi 21 Linear Base Bearing Resistance Rl/Cbtb =2810 lbf/in Bearing Strength per Support BR= Location(ft) Bearing Length la(in) Beanng Area Factor Cb Allowable Bearing Load R'ph) Governing Reaction R(IL) Utilization Min Bearing Length(in) Type 0 3 1 8440 3980 0.472 1.41 Ext 7.75 3 1 8440 3980 0.472 1.41 Ext Deflections I Live/short-term deflections per span 5TableST = Span Length L(ft) Span Type Deflection E(m) Deflection Limit 41,,,,(in) Deflection Utilisation 6/4i,,,, Deflection Ratio L/ 7.75 Int -0.0758 0.517 0.147 1230 Long-term Deflections per Span 6TabteLT = Span Length L(B) Span Type Deflection(Iin) Deflection Limit 4f,,,,(in) Deflection Utilisation 6/41m, Deflection Ratio L/ 7.75 Int -0.0443 0.775 0.0572 2100 Comments I 22 Wood Beam(ASD)(version 170)—Roof Header Created with ClearCalcs.com Client: Hospitaility Syracuse Date: Jun 7,2023 BLUEPRINT ENGINEERING&DESIGN.ll( Author: Frank Coulter job#: BP221050 :ss Ni,',A;•;1' ;-:_. @:.,.t;raNK;,:,4,, Project:1/) Taco Bell-Queensbury Subject: Header Type 4 (PASS) H ,154' it` References: NDS 2018(ASD) Summary Primary Loading I i b525in 55%) Moment Utilization M/M' = 18 500 lb*ft/33 500 Ib*ft 45% ) Shear Utilization V/V' = 6180 lb/13 600 lb 52%) Bearing Utilization R/R' = 6180 lb/11 800 lb Minimum Bearing Length(End Supports) eb,min,end = 1.57 in 35% ) Governing Live/Short-Term Deflection 6,5T = -0.28 in(U513) 17%) Governing Long-Term Deflection 5LT = -0.169 in(U855) Reactions: I I Bearing 3 in Bearing:3 in FactMax:6180 lb FactMax:6180 lb FactMin:-209 lb FactMin:-209 lb D:1390lb D:13901b L'Olb L•Olb 0 2 4 6 8 10 12 Distance from Left of Bearn(ft) IDiagrams Graphed Load Combination D+L •Load Case:D+L °Envelope 6000 4000 H 2O00 s 0 in -2� - 2 4 6 10 12 -4000 -6000 - 23 •Load Case:D+L °Envelope c 15000 10000 5000 - 2 4 6 8 10 12 •Strength LC Selected;Short-Tenn Envelope Shown °Envelope 0.05 - 0 Ii6 2 -0.2 - -0.25 - •Reactions Axial Load •Vertical Load 300 lb . 1111 1111 _ 154016 1540lb 0 2 4 6 8 10 12 Distance from Left of Beam(ft) Key Properties Section Type Standard Sections Database Size and Grade 5-1/4x11-7/8 SolidStart LVL 2.0E-2900Fb Number of Plies noes = 1 Beam Plan Length Lx = 12 ft Supports and Braces r = Support/Brace Type Position From Left a(ft) Bearing Length Lh(in) Pinned 0 3 Pinned 12 3 Continuous Bracing for Lateral Torsional No Continuous Bracing Buckling Add Flitch Plates? No 24 Loads Alternative Minimum Live Load ii $L2:9//"00lb D:217 Of Lr.290 Of Roof Load 29 W,dn:290 pif W,up:-290 Of 0♦ LW:14.5 ft I D:15 psf,Lr 20 psi,S:55 psf,W,dn:20 psf,W... .72 ft Self-weight D:14.4 plf 0 12ft 0 2 4 6 8 10 12 Distance from Left of Beam(ft) Distributed Loads w= Label Start Location x,(ft) End Location x,(ft) Total Start Trib.Width TW,(ft) Total End Tnb.Width TW(ft) Load Magnitudes w Roof Load 0 12 14.5 14.5 D,L,S,Lr,W,dn,W,up Point&Moment Loads P,M= Label Location x(Es) Load Magnitudes P,M Alternative Minimum Live Load 6 L2:300 lb,0 lb ft Brace at Point Loads? No Include Self-weight Yes Live Load Type Occupancy Design Conditions Design Code for Load Combinations International Building Code(IBC)2021 Beam Incline Horizontal Total Material Length L= 12 ft,0 in Member Orientation Strong(X-X) Repeating Member? Non-Repeating Service Condition Dry - Temperature Range T<_100°F Directly Consider Shear Deflection? Yes Deflection Limit Absolute Limit Amax = 1 in Live/Short-term Deflection Limit (L/)ST = 180 Long Term Deflection Limit (L/)LT = 120 Double U Deflection Limits for Yes a- , Cantilevers? IAdvanced Design Criteria I Adjusted Allowable Bending Stress Limit Fe r„� = 0 psi Adjusted Allowable Shear Stress Limit F„,,,� = 0 psi Member Properties I Base Allowable Shear Stress F„ = 285 psi 25 Load Combination Analysis Strength Load Combinations LCstr = Load Combination Duration Factor CD Total Load£R(Ib) Shear V(lb) Pos.Moment M'(lb-It) Neg.Moment M (lb.ft) Max Reaction R(lb) D 0.9 2780 1390 4170 0 1390 D+L 1 3080 1540 5070 0 1540 D+L_r 1.25 6260 3130 9390 0 3130 D+S 1.15 12 400 6180 18 500 0 6180 D+R 1.15 2780 1390 4170 0 1390 D+0.75L+0.75 L_r 1.25 5620 2810 8760 0 2810 D+0.75L+0.75 S 1.15 10 200 5090 15 600 0 5090 D+0.75L+0.75 R 1.15 3010 1500 4850 0 1500 D+0.6W,dn 1.6 4870 2440 7310 0 2440 D+0.7E 1.6 2780 1390 4170 0 1390 D+0.45W_dn+0.75L+0.75L_r 1.6 7180 3590 11 100 0 3590 D+0.45W_dn+0.75L+0.75S 1.6 11 800 5880 18 000 0 5880 D+0.45W_dn+0.75L+0.75R 1.6 4570 2290 7200 0 2290 D+0.525E+0.75L+0.75S 1.6 10 200 5090 15 600 0 5090 0.6D+0.6W,up 1.6 1670 835 2500 -628 835 0.6D-0.7Ev+0.7Eh 1.6 1670 835 2500 0 835 Short-term Serviceability Load LCservLT = Combinations Load Combination Total Load£R(Ib) Max Deflection O.(in) L+Lr 3780 -0.105 S 9570 -0.254 0.42W do 1460 -0.0388 0.42W_up -1460 0.0388 Simplified D+L Not Selected 0 0 Long-term Serviceability Load LCservLT = Combinations Load Combination Total Load£R(Ib) Max Deflection 6,(in) D+L+Lr 5170 -0.142 Unfactored Load Analysis I Unfactored Loads Load Type Total Load£R(Ib) Shear V(lb) Moment M(lb-ft) Max Reaction R(Ib) Deflection 6(in) D 2780 1390 4170 1390 -0.0738 Lr 3480 -1740 5220 1740 -0.0923 S 9570 4780 14 400 4780 -0.254 W,dn 3480 -1740 5220 1740 -0.0923 W,up -3480 1740 -5220 -1740 0.0923 L2 300 -150 900 150 -0.0127 Governing Load Combination Determination I Governing Bending Moment M= 18 500 lb•ft Governing Shear Force V = 6180 lb Elastic Modulus(NDS 2018 2.3) I Wet Service Factor CM,E = 1 Temperature Factor Ct,E = 1 Adjusted Modulus of Elasticity E' = 2 000 000 Psi 26 Adjusted Minimum Modulus of Elasticity E' = 1000 000 psi Adjusted Shear Modulus G' = 125 000 psi Adjusted Flexural Stiffness E'I= 10 200 000 lb•ft2 Section Bending(NDS 2018 2.3) Load Applied on Compression Side? Yes Wet Service Factor CM,b= 1 e. . Temperature Factor Ct,b= 1 NI; -11, Repeating Member Factor Cr = 1 Volume Factor Cy = 1 - -- Positive Bending(NDS 2018 2.3) I Governing Duration Factor-Positive Cn,b= 1.15 Bending Governing Buckling Moment Calculation- M+ _ Positive Bending crTable — = _ "• Span Length L(in) Span Type k-Factor k Load Eccentricity Factor Cr Governing Buckling Moment M(lb ft) Beam Stability Factor CL M'/CL(lb•ft) 144 Int 1.72 0.832 102 000 0.976 19 000 Governing Beam Stability Factor-Positive + Bending CL — 0.976 Adjusted Bending Strength-Positive Fti+ — 3260 psi Bending Negative Bending(NDS 2018 2.3) Governing Duration Factor-Negative C— = 1.6 Bending D,b Governing Buckling Moment Calculation- — Negative Bending Mcrzabte — ;.r. .; Span Length L(in) Span Type k-Factor k Load Eccentricity Factor C, Governing Buckling Moment M(lb.ft) Beam Stability Factor CL M-/CL(lb•ft) 144 Int 1.72 0.832 102000 0.961 -654 Governing Beam Stability Factor-Negative Bending CL — 0.961 Adjusted Bending Strength-Negative Fb — 4460 psi Bending Shear Design(NDS 2018 3.4) Governing Duration Factor CD = 1.15 Wet Service Factor CM,,, = 1 Temperature Factor Ct,,, = 1 Adjusted Shear Strength Ft,' = 328 psi -,I_ IBearing(NDS 2018 3.10) I Wet Service Factor CM,± = 1 Temperature Factor Ct,l = 1 Base Bearing Strength F'±/Cb= 750 psi Linear Base Bearing Resistance R1/Cb4b =39401bf/in Bearing Strength per Support BR= Location(a) Bearing Length 4(in) Bearing Area Factor C, Allowable Bearing Load R'(lb) Governing Reaction R(lb) Utilization Min Bearing Length(in) Type 0 3 1 11800 6180 0.523 1.57 Ext 12 3 1 11800 6180 0.523 1.57 Ext 27 Deflections Live/short-term deflections per span 5TableST = Span Length L(R) Span Type Deflection b(in) Deflection Limit Au,.(in) Deflection Utilisation bIAh„, Deflection Ratio L/ 12 Int -0.28 0.8 0.351 513 Long-term Deflections per Span aTableLT = Span Length L(It) Span Type Deflection b(in) Deflection Limit Ai,a,(ia) Deflection Utilisation b/64;m Deflection Ratio L/ 12 Int -0.169 1 0.169 855 Comments 28 Wood Beam(ASO)(version 170)—Roof Header Created with ClearCalcs.com Client: Hospitaility Syracuse Date: Jun 7,2023 BLUEPRINT ENGINEERING& Author: Frank Coulter Job#: BP221050 ip DESIGN.ll( Header Type 4-Long Span .._.l��.��:,: ':. . :w. Project: Taco Bell Queensbury Subject: PASS self weight References: NDS 2018(ASD) Summary Primary 1Loading I -, =5.25 in b 25% ) Moment Utilization M/M' = 8180 lb*ft/32 900 lb*ft 13%1 Shear Utilization V/V' = 1790 lb/13 600 lb 150/0 ) Bearing Utilization R/R' = 1790 lb/11 800 lb Minimum Bearing Length(End Supports) tA,min,end = 0.455 in 25%) Governing Live/Short-Term Deflection bsr _ -0.255 in(U860) 19% ) Governing Long-Term Deflection SLT = -0.19 in(U1150) Reactions: I I Bearing 3 in Bearing 3 in FactMa,c 1790 lb FactMax 1790 lb FactMin:7.49 lb FactMin:7.49 lb D:4871b D:4871b L:O lb L•01b 0 5 10 15 Distance from Left of Beam(ft) Diagrams I Graphed Load Combination D+L •Load Case:0+L Q Envelope 1000 - n m 0 g 5 10 15 -1000 - 29 •Load Case:D+L °Envelope 8000 - /2 6000 4000 2000 - 0 5 10 15 •Strength LC Selected;Short-Term Envelope Shown Q Envelope 0.05 - 0 -0.05 - 5 10 15 -0.1 w -0.15 -0.2 - -0.25 •Reactions ==Axial Load•Vertical Load 300 lb . 111 . 11IL 637 lb 6371b 0 5 10 15 Distance from Left of Beam(ft) Key Properties Section Type Standard Sections Database Size and Grade 5-1/4x11-7/8 SolidStart LVL 2.0E-2900Fb Number of Plies noes = 1 Beam Plan Length Lx = 18.3 ft Supports and Braces r= Support/Brace Type Position From Left x(ft) Bearing Length 4 tin) Pinned 0 3 Pinned 18.3 3 Continuous Bracing for Lateral Torsional • No Continuous Bracing Buckling Add Flitch Plates? No 30 Loads Alternative Minimum live Load 9 13 t 1L2:3 lb 1 D:39 plf Lr.52 Of Roof Load S:143 df W,dn:52 plf Wup:-52 plf 0. LW.2.6ft I D:15 psi:Lr:20psf,5:55psf,W,dn:20 psf,W,... y 783ft 0 Self-weight D:14.4 plf 78 3 ft 0 S 10 15 Distance from Left of Beam St Distributed Loads w= Label Start Location x,(ft) End Location x,"(ft) Total Start Trib.Width TW,(ft) Total End Trib.Width TW,(ft) Load Magnitudes to Roof Load 0 18.3 2.6 2.6 D,L,S,Lr,W,dn,W,up Point&Moment Loads P,M= Label Location x(ft) Load Magnitudes P,M Alternative Minimum Live Load 9.13 L2:300 lb,0 lb ft Brace at Point Loads? No Include Self-weight Yes Live Load Type Occupancy Design Conditions Design Code for Load Combinations International Building Code(IBC)2021 Beam Incline Horizontal Total Material Length L= 18 ft,3 in Member Orientation Strong(X-X) Repeating Member? Non-Repeating Service Condition Dry Temperature Range T s 100°F Directly Consider Shear Deflection? Yes tt , Deflection Limit Absolute Limit = 1 in Live/Short-term Deflection Limit (L/)ST = 180 Long Term Deflection Limit (L/)LT = 120 Double U Deflection Limits for Yes Cantilevers? Advanced Design Criteria Adjusted Allowable Bending Stress Limit Fb,r,� = 0 psi Adjusted Allowable Shear Stress Limit F„„ = 0 psi Member Properties Base Allowable Shear Stress F„ = 285 psi 31 Load Combination Analysis Strength Load Combinations LCstr = Load Combination Duration Factor CD Total Load ER(lb) Shear V(lb) Pos.Moment M'(lb•ft) Neg.Moment M (lb-ft) Max Reaction R(lb) D 0.9 974 487 2220 0 487 D+L 1 1270 637 3590 0 637 D+L r 1.25 1920 961 4390 0 961 D+S 1.15 3580 1790 8180 0 1790 D+R 1.15 974 487 2220 0 487 D+0.75L+0.75 L r 1.25 1910 955 4870 0 955 D+0.75L+0.75 S 1.15 3160 1580 7710 0 1580 D+0.75L+0.75 R 1.15 1200 599 3250 0 599 D+0.6W,dn 1.6 1540 772 3520 0 772 D+0.7E 1.6 974 487 2220 0 487 D+0.45W_dn+0.75L+0.75L_r 1.6 2340 1170 5850 0 1170 D+0.45W do+0.75L+0.75S 1.6 3580 1790 8690 0 1790 D+0.45W do+0.75L+0.75R 1.6 1630 813 4220 0 813 D+0.525E+0.75L+0.75S 1.6 3160 1580 7710 0 1580 0.6D+0.6W,up 1.6 584 292 1330 0 292 0.6D-0.7Ev+0.7Eh 1.6 584 292 1330 0 292 Short-term Serviceability Load Combinations LCsert sr = Load Combination Total Load ER(lb) Max Deflection 6,(in) L+Lr 1250 -0.133 S 2610 -0.244 0.42W_dn 399 -0.0372 0.42W_up -399 0.0372 Simplified D+L Not Selected 0 0 Long-term Serviceability Load LCBer„LT = Combinations Load Combination Total Load ER(1b) Max Deflection 6,(in) D+L+Lr 1740 -0.179 Unfactored Load Analysis I Unfactored Loads Load Type Total Load ER)tb) Shear V(lb) Moment M(lb ft) Max Reaction R(it) Deflection 6(m) D 974 -487 2220 487 -0.0909 Lr 949 -474 2160 474 -0.0886 S 2610 -1300 5950 1300 -0.244 W,dn 949 -474 2160 474 -0.0886 W,up -949 474 -2160 -474 0.0886 L2 300 -150 1370 150 -0.0448 IGoverning Load Combination Determination Governing Bending Moment M= 8180 lb•ft Governing Shear Force V = 17901b IElastic Modulus(NDS 2018 2.3) I Wet Service Factor CM,E = 1 Temperature Factor Ct,E = 1 Adjusted Modulus of Elasticity E' = 2 000 000 psi 32 Adjusted Minimum Modulus of Elasticity Ern' = 1 000 000 psi Adjusted Shear Modulus G' = 125 000 psi Adjusted Flexural Stiffness E'I= 10 200 000 lb•ft2 Section Bending(NDS 2018 2.3) Load Applied on Compression Side? Yes Wet Service Factor CM,b = 1 Temperature Factor Ct,b= 1 Repeating Member Factor C,. = 1 Volume Factor Cv = 1 Positive Bending(NDS 2018 2.3) Governing Duration Factor-Positive C+ = 1.15 - Bending D,b Governing Buckling Moment Calculation- + — Positive Bending Mcr Table — Span Length L(in) Span Type k-Factor k Load Eccentricity Factor C, Governing Buckling Moment M,(lb ft) Beam Stability Factor CL M-/Cf.(lb-ft) 219 Int 1.72 0.886 71300 0.959 8530 Governing Beam Stability Factor-Positive Ci — 0.959 — Bending Adjusted Bending Strength-Positive F'+ 3200 psi b —— p Bending Negative Bending(NDS 2018 2.3) Governing Duration Factor-Negative C = 0.9 D,b Bending Governing Buckling Moment Calculation McrTable — r- Negative Bending Span Length L(in) Span Type k-Factor k Load Eccentricity Factor C, Governing Buckling Moment M(lb-B) Beam Stability Factor CL M-/CL(lb-ft) 219 Int 1.72 0.886 71 300 0.972 0 Governing Beam Stability Factor-Negative Bending CL = 0.972 Adjusted Bending Strength-Negative Fb — 2540 psi Bending Shear Design(NDS 2018 3.4) I Governing Duration Factor CD = 1.15 Wet Service Factor CM,,, = 1 Temperature Factor Ct,,, = 1 Adjusted Shear Strength F„ = 328 psi IBearing(NDS 2018 3.10) I Wet Service Factor CM,± = 1 Temperature Factor Ct,± = 1 L Base Bearing Strength FL/Cb = 750 psi Linear Base Bearing Resistance R1/Cb4 =3940 lbf/in Bearing Strength per Support BR= Location(ft) Bearing Length lb(in) Bearing Area Factor CI, Allowable Bearing Load R'(lh( Governing Reaction R Bbl Utilization Min Bearing Length(in) Type 0 3 1 11800 1790 0.152 0.455 Ext 18.3 3 1 11 800 1790 0.152 0.455 Ext 33 Deflections Live/short-term deflections per span aTableST = Span Length L(ft) Span Type Deflection b(in) Deflection Limit Ahm(in) Deflection Utilisation b/Dii,,, Deflection Ratio L/ 18.3 Int -0.255 1 0.255 860 Long-term Deflections per Span STab1eLT = Span Length L(tt) Span Type Deflection b(in) Deflection Limit Alm(in) Deflection Utilisation b/Lii,,,, Deflection Ratio L/ 18.3 Int -0.19 1 0.19 1150 Comments 34 Wood Shear Wall(ASD)(version 11) Created with ClearCalcs.com Client: Hospitaility Syracuse Date: Jun 7,2023 BEUEDRINT EtiGItiEERIt1G& Author: Frank Coulter job*: BP221050 DESIGN.U.( Right side shear ca.i:'p;-u•: '; ^,.,4;);.•;�;. _ Project: Taco Bell-Queensbury Subject:IP wall (PASS 13' !i7/`i 9° References: AWC SDPWS 2021,AWC NDS 2018 Summary Governing Wind Shear Load Vo.6w = 4320 lb 18% ) Governing Allowable Wind Shear Va,w = 23 900 lb Governing Seismic Shear Load V0.7E = 3730 lb 22% ) Governing Allowable Seismic Shear Vas = 17100 lb Maximum Chord Tension Load Tehord = 391 lb 2% Allowable Chord Tension Ta = 17 900 lb Maximum Chord Compression Load Choord = 870 lb 8% ) Allowable Chord Compression Ca = 10 300 lb --Hold Downs wD:0 .6W:4320 lb Pff ).7E 3730 lb x ill' 1111lI i , A- L walk86.7 ft Key Properties Sheathing&Nail Pattern 7/16"OSB/Plywood,8d@6" Stud Size&Grade 2x6 D.Fir-L No.2 Stud Spacing sstud = 16 in Number of Stud Plies in Chords nplies,chords Largest Hole Size in Chords dhole = 0.5 in Total Wall Length Lmaa = 86.7 ft Story Height hstory = 12 ft Location of Wall Openings Openings= Story Number Distance to Left of Opening xtep(ft) Opening Width 6m(ft) Height from Floor to Bottom of Opening ho,(ft) Height of Opening hop(ft) 1 3.58 12 2 7 1 19.7 6.33 0 9 Sheathed Sides One Side Blocking at Panel Edges Blocked 35 Nail Spacing in Field of Panels s field = 12 in Loads Wall Self-Weight SW= 10 psf Loads at Top of Wall Loads= Label Story Dead Load wp(plf) Transient(L,5)Load WL,g(plf) Ult.Wind Shear Load W(lb) Ult.Seismic Shear Load(incl.from SW)E(lb) First Floor Loading 1 0 0 7200 5330 Design Spectral Response Acceleration at SDS = 0.375 Short Periods Design Criteria I Temperature Range T<_100°F Service Condition Service? = Dry Studs are Incised? Incised? = No ILoad Combinations Factored Story Shears Vstory = Factored Wind Shear Applied at Story Total Factored Wind Shear at Story Factored Seismic Shear Applied at Story Total Factored Seismic Shear at Story story 0.6W„,I,,.d(lb) 0.6W,w.y(IS) 0.7E,.p .a Ob) 0.7E,,I,,t,Ohl 1 4320 4320 3730 3730 Unfactored Gravity Loads per Story wstory = Story Dead Load Applied at Story top(pip Wall Self-Weight at Story togµ-(Of) Transient Load Applied at Story w(L•S)(pif) 1 0 120 0 IWall Properties I Unadjusted Nominal Shear Capacity vn = 730 plf Story Elevation Data Stories= Story Number Story Height h,,„,.y(ft) Floor Elevation him,,,,.(ft) 1 12 0 Stud Properties I Depth datud = 5.5 in Gross Cross-Sectional Area of One Stud A9,stnd= 8.25 in2 Net Cross-Sectional Area of One Stud An,stud = 7.5 in2 Type of Wood Product Typest = Dimension Lumber Species/Brand Speciesstud Douglas Fir-Larch Grade Gradestud `lo.2 Base Compression Parallel to Grain Fc,stud— 1350 psi Allowable Stress Base Compression Perpendicular to Grain Fcl,stud= 625 psi Allowable Stress Base Tension Parallel to Grain Allowable Ft stud= 575 psi Stress Base Minimum Elastic Modulus Emin,stud= 580 000 psi Base Modulus of Elasticity Egtnd = 1 600 000 psi IShear Capacity(SDPWS 2021,Chp.4.3) Specific Gravity Adjustment Factor SGF= 1 Shear Capacity per Story-Wind Vstory,wind= =- Story Story Nominal Shear Capacity V,,,•,tom„(1b) Story Allowable Wind Shear v,,.r y(ts) Story Wind Shear Load V,t (]h) Utilization Vv/V 1 47 900 23 900 4320 0.18 36 Shear Capacity per Story-Seismic Vstory,seismic = ^` Story Story Nominal Shear Capacity V,,,,,,,,,v(lb) Story Allowable Seismic Shear V,,,,e.,.y(lb) Story Seismic Shear Load V,i,,m(lb) Utilization V,/, 1 47 900 17100 3730 0.218 Chord Loads(SDPWS 2021,Chp.4.3) Chord Tension(Wind) T. = Story Number Panel A panel Wind Shear in Panel V(1b) Wind Overturning Moment OM,,,(lb-ft) Tension Force in Chord T,.(lb) 1 1 141 1690 343 1 2 183 2200 391 1 3 4000 48 000 0 Chord Tension(Seismic) Ts = Story Number Panel*panel Seismic Shear in Panel V,(1b) Overturning Moment OM,(lb•ft) Tension Force in Chord T,(lb) 1 1 122 1460 290 1 2 158 1900 331 1 3 3450 41400 0 Chord Compression(Wind) Cs, = Story Number Panel*panel Compression Force in Chord Co.ew rD)lb) Compression Force in Chord Co 76(L+0.6w)+D(1b) 1 1 552 434 1 2 618 484 1 3 870 673 Chord Compression(Seismic) Cs = Di" Story Number Panel#panel Compression Force in Chord Cu 7E 1 D(lb) Compression Force in Chord Cu.75(L+0.7E)+D Ob) 1 1 490 389 1 2 548 432 1 3 766 595 IStud Elastic Modulus(NDS 2018 2.3) I Temperature Factor Ct,E = 1 _-, Adjusted Minimum Elastic Modulus(X E'un= 580 000 psi axis) Adjusted Modulus of Elasticity Est d= 1 600 000 psi IChord Tension Design(NDS 2018 3.8) I Duration Factor CD,t = 1.6 Temperature Factor Ct,t = 1 Size Factor CF,t = 1.3 " • Adjusted Tension Strength Ft = 1200 psi r ICapacity in Pure Axial Loading(NDS 2018 Section 3.7) I Critical Duration Factor-Pure Axial CD — 1.6 Loading Temperature Factor Ct,c= 1 Size Factor CF,c = 1.1 Fully Braced Compression Strength F., = 2380 psi Governing Slenderness (4/d) = 26.2 Column Stability Factor Cp = 0.272 Adjusted Compression Strength Fe' = 647 psi IBearing Perpendicular to Stud(NDS 2018 Section 3.10) I Temperature Factor Ct,l = 1 37 Wood Shear Wall(ASD)(version 11) Created with ClearCalcs.com Client: Hospitaility Syracuse Date: Jun 7,2023 BLUEPRINT EN6INEERIN6&DESIGN.11( Author: Frank Coulter Job#: BP221050 '48 Mi;'��U`;;-;_:•i�-. s•. 1uy�;+! aa Project: Taco Bell-Queensbury Subject: Front shear wall (PASS pH ;155`iS I)' References: AWC SDPWS 2021,AWC NDS 2018 Summary Governing Wind Shear Load Vo.6w = 6190 lb 62% ) Governing Allowable Wind Shear Va,W = 10 000 lb Governing Seismic Shear Load Vo_7E = 3730 lb 52%) Governing Allowable Seismic Shear Va,E = 7180 lb Maximum Chord Tension Load Thad= 4730 lb 26% ) Allowable Chord Tension T. = 17900lb Maximum Chord Compression Load Choord = 5030 lb 49%) Allowable Chord Compression Ca = 10 300 lb Hold Downs wD:0 df 0.6W:6190 lb illillillillEE 0.7E:3730 lb I 3 1 L wall 333 ft Key Properties Sheathing&Nail Pattern 7/16"OSB/Plywood,8d@6" Stud Size&Grade 2x6 D.Fir-L No.2 Stud Spacing 8stud— 16 in Number of Stud Plies in Chords nplies,chords Largest Hole Size in Chords dhote = 0.5 in = '` Total Wall Length Lwai = 33.3 ft Story Height •story = 12 ft Location of Wall Openings Openings= Story Number Distance to Left of Opening zi,f,(ft) Opening Width b,,,,(ft) Height from Floor to Bottom of Opening No,(ft) Height of Opening hoy(ft) 1 8.67 18.3 2 7 Sheathed Sides Both Sides Blocking at Panel Edges Blocked ^' Nail Spacing in Field of Panels 8field = 12 in 39 Loads Wall Self-Weight SW = 10 psf Loads at Top of Wall Loads= Label Story Dead Load wD(plf) Transient(L,S)Load WL,s(PM Ult.Wind Shear Load W(lb) Ult,Seismic Shear Load(incl.from SW)E(lb) First Floor Loading 1 0 0 10 300 5330 Design Spectral Response Acceleration at Sns — 0.375 Short Periods Design Criteria I Temperature Range T<_100°F Service Condition Service? = Dry = ' Studs are Incised? Incised? = No ILoad Combinations Factored Story Shears Vstory = Factored Wind Shear Applied at Story Total Factored Wind Shear at Story Factored Seismic Shear Applied at Story Total Factored Seismic Shear at Story story 0.6Wayyb.d(lb) 0.6W., (lb) 0.7Eoppa.d(lb) 0.7E,d,,,y(lb) 1 6190 6190 3730 3730 Unfactored Gravity Loads per Story wstory = Story Dead Load Applied at Story top(plf) Wall Self-Weight at Story wsµ•(plf) Transient Load Applied at Story w(L,$)(plf) 1 0 120 0 IWall Properties I Unadjusted Nominal Shear Capacity v„ = 1340 plf "- Story Elevation Data Stories= Story Number Story Height h,�o, (ft) Floor Elevation hp„„(ft) 1 12 0 Stud Properties Depth dstud = 5.5 in Gross Cross-Sectional Area of One Stud A9 stua = 8.25 in2 Net Cross-Sectional Area of One Stud A„,st„d = 7.5 in2 Type of Wood Product Typestud= Dimension Lumber Species/Brand Speciesstt,d Zlouglas Fir-Larch Grade Gradestt,d `lo.2 Base Compression Parallel to Grain F c,.tud= 1350 psi Allowable Stress Base Compression Perpendicular to Grain Fc±,stud— 625 psi Allowable Stress Base Tension Parallel to Grain Allowable Ft,stud= 575 psi Stress Base Minimum Elastic Modulus Emi„,stud = 580 000 psi Base Modulus of Elasticity Estud= 1 600 000 psi Shear Capacity(SDPWS 2021,Chp.4.3) I Specific Gravity Adjustment Factor SGF= 1 Shear Capacity per Story-Wind Vstory,wi„d = Story Story Nominal Shear Capacity V �„y(lb) Story Allowable Wind Shear V, (lb) Story Wind Shear Load V„L0,,,(lb) Utilization V,/V 1 20100 10 000 6190 0.616 40 • Shear Capacity per Story-Seismic Vatory,seismic = story Story Nominal Shear Capacity V,,t�,. (lb) Story Allowable Seismic Shear V,o,,r„„y(lb) Story Seismic Shear Load V,tn(tb) Utilization V,/V. 1 20 100 7180 3730 0.52 Chord Loads(SDPWS 2021,Chp.4.3) Chord Tension(Wind) Tv, — Story Number Panel*panel Wind Shear in Panel V pb) Wind Overturning Moment OMw.(lb•ft) Tension Force in Chord T,,.(lb) 1 1 3580 42 900 4640 1 2 2610 31400 4730 Chord Tension(Seismic) T, =Story Number Panel*panel Seismic Shear in Panel V,(lb) Overturning Moment OM,(lb-tt) Tension Force in Chord T,(lb) 1 1 2160 25 900 2700 1 2 1580 18 900 2780 Chord Compression(Wind) C. = Story Number Panel#panel Compression Force in Chord Coew-+n Oh) Compression Force in Chord Co.75(tl0.ew)+n(lb) 1 1 5030 3800 1 2 5030 3800 Chord Compression(Seismic) Cs = Story Number Panel#panel Compression Force in Chord Cale./D pb) Compression Force in Chord Co 7s(1,.o 7E)—n(lb) 1 1 3070 2320 1 2 3070 2320 Stud Elastic Modulus(NDS 2018 2.3) Temperature Factor Ct,E = 1 Adjusted Minimum Elastic Modulus(X- E;r�g„ = 580000 psi axis) Adjusted Modulus of Elasticity Estt„d = 1 600 000 psi Chord Tension Design(NDS 2018 3.8) Duration Factor CD,t = 1.6 Temperature Factor Ct,t = 1 " Size Factor CF,t = 1.3 Adjusted Tension Strength Ft = 1200 psi Capacity in Pure Axial Loading(NDS 2018 Section 3.7) Critical Duration Factor-Pure Axial CD,e= 1.6 Loading Temperature Factor Ct,c = 1 Size Factor CF,c = 1.1 Fully Braced Compression Strength F: = 2380 psi Governing Slenderness (fe/d) = 26.2 Column Stability Factor Cp = 0.272 Adjusted Compression Strength Fc' = 647 psi IBearing Perpendicular to Stud(NDS 2018 Section 3.10) I Temperature Factor C1,1 = 1 Adjusted Bearing Design Value Fc1 = 625 psi Comments 41 Wall Footing(version 6) Created with ClearCalcs.com Client: Hospitaility Syracuse Date: Jun 7,2023 I!) BLUEPRINT ENGINEERING& Author: Frank Coulter Job#: BP221050 DESIGN.ll( Q, ps.li,:;•;:;',.:.i._;Turn iA:,a- Project: Taco Bell-Queensbury Subject: Wall Footing PASS) pr :is4,ac • References: ACI 318-19 Summary Service Soil Bearing Stress q, = 798 psf 53%) Allowable Gross Soil Bearing Stress qa= 1500 psf Moment Demand M. = 1211b•ft/ft 5% ) Factored Moment Capacity OM.= 2500 lb•ft/ft Shear Demand V. = 0 plf "'E ` - -t-- ( 0% ) Factored One-Way Shear Capacity (kV„ = 4800 plf Available Development Distance to = 3 in Development Length id= 12 in Design Passes as Plain Concrete? PCck = Insufficient development length but passes as plain concrete Stability Status= Footing in Total Compression #5 Bars @14.35 in O.C. o=iLin (5)-#3 T&S Longitudinal Bars I-- ----i A � N 7 _.L B=24 in Footing Properties I Footing Width B = 2 ft Footing Thickness H= 12 in Wall Type Concrete Wall Width b= 12 in Concrete Strength ff = 2500 psi Concrete Weight Classification Normalweight - ISoil Properties I Allowable Soil Gross Bearing Capacity qa = 1500 psf Depth of Soil Over Footing hsoi1 = 2 ft Unit Weight of Soil ry, = 100 pcf Lateral Sliding Coefficient of Friction µ= 0.3 42 Bottom Reinforcement Include Transverse Reinforcement? Yes Concrete Cover cover = 3 in Reinforcement Yield Strength fy = 60 000 psi Reinforcement Size #5 Reinforcement Spacing s = 14.4in Ends of Reinforcement Straight Reinforcement Coating No Coating Bottom Reinforcement Depth&Spacing Depth to Reinforcement d= 8.69 in Steel Area A9 = 0.259 in2/ft Longitudinal Reinforcement Include Longitudinal Reinforcement? Yes Shrinkage/Temperature Reinforcement #3 Size Number of Shrinkage/Temperature Bars ne = 5 -' Required Number of Shrinkage/ nt,regd= 5 Temperature Bars Top Reinforcement Consider Top Reinforcement? No Applied Loads I Axial,Shear,&Moment Loads about X- V,p,M= axis Label Location z(ft) Axial Eccentricity y(ft) Load Magnitudes V,P,M Dead+Occupancy 0 0 D:0 plf,231 plf,0(lb ft)/ft,L:0 plf,308 plf,0(lb ft)/ft Snow Roof Load 0 0 5:846 plf Snow Roof Load 1S:846 plf Dead+Occupancy 4 D:231 plf 1 L:308 plf Use Reduced Companion Live Load? No Self Weight of Concrete Footing SW= 300 plf Weight of Soil above Footing W,ai = 200 plf Design Criteria Design Code for Load Combinations International Building Code(IBC)2021 43 Sliding and Overturning Minimum Factor FS • = 1.5 of Safety Total Loads Unfactored Loads Loads = Load Type Vertical Load P(plf) Lateral Shear V,(plf) Moment M(lb-ft/ft) D 231 0 0 L 308 0 0 S 846 0 0 ASD Load Combinations and Stress Distribution(ASCE 7-16,Ch.2) ASD Load Combinations LCetr,ASD = Load Combination Axial Load P(plf) Lateral Load V(plf) Moment Load M(lb•ft/ft) Foundation Weight IV/(plf) Eccentricity c(ft) D 231 0 0 500 0 D+L 539 0 0 500 0 D+L r 231 0 0 500 0 D+S 1080 0 0 500 0 D+R 231 0 0 500 0 D+0.75L+0.75 L_r 462 0 0 500 0 D+0.75L+0.75 S 1100 0 0 500 0 D+0.75L+0.75 R 462 0 0 500 0 D+0.6W,dn 231 0 0 500 0 D+0.7E 231 0 0 500 0 D+0.45W_dn+0.75L+0.75E r 462 0 0 500 0 D+0.45W_dn+0.75L+0.755 1100 0 0 500 0 D+0.45W_dn+0.75L+0.75R 462 0 0 500 0 D+0.525E+0.75L+0.75S 1100 0 0 500 0 0.6D+0.6W,up 139 0 0 300 0 0.6D-0.7Ev+0.7Eh 139 0 0 300 0 Bearing Pressure BP = Combination Eccentricity e(ft) Maximum Bearing Pressure q,,,,.,(prf) Sliding Factor of Safety PS, Overturning Factor of Safety FS D 0 365 99 A D+L 0 519 99 A D+L! 0 365 99 A D+S 0 788 99 A D+R 0 365 99 A D+0.75L+0.75 L r 0 481 99 A D+0.75L+0.75 S 0 798 99 A D+0.75L+0.75 R 0 481 99 A D+0.6W,dn 0 365 99 A D+0.7E 0 365 99 A D+0.45W_dn+0.75L+0.75L_r 0 481 99 A D+0.45W do+0.75L+0.75S 0 798 99 A D+0.45W_dn+0.75L+0.75R 0 481 99 A D+0.525E+0.75L+0.75S 0 798 99 A 0.6D+0.6W,up 0 219 99 A 0.6D-0.7Ev+0.7Eh 0 219 99 A Governing ASD Axial Load P. = 1600 plf 44 LRFD Load Combinations and Footing Loads(ASCE 7-16,Ch.2 and ACI 318-19,Ch. 13) LRFD Strength Load Combinations LCetr,LRFD = Load Combination Factored Axial Load P(pit) Factored Moment Load M.Sb.ft/ft) Factored Foundation Weight 141„1(plf) Eccentricity e(ft) 1.4D 323 0 700 0 1.2D+1.6L+0.5L_r 770 0 600 0 1.2D+1.6L+0.55 1190 0 600 0 1.2D+1.6L+0.5R 770 0 600 0 1.2D+1.6L_r+f 1 L 585 0 600 0 1.2D+1.6L_r+0.5W_dn 277 0 600 0 1.2D+1.65+f 1L 1940 0 600 0 1.2D+1.6S+0.5W_dn 1630 0 600 0 1.2D+1.6R+f 1 L 585 0 600 0 1.2D+1.6R+0.5W_dn 277 0 600 0 1.2D+1.0W_dn+f 1 L+0.5L_r 585 0 600 0 1.2D+1.0W_dn+f 1L+0.55 1010 0 600 0 1.2D+1.0W dn+f 1L+0.5R 585 0 600 0 1.2D+1.0E_v+1.0E_h+f 1 L+0.25 754 0 600 0 0.9D+1.0W_up 208 0 450 0 0.9D-1.0E_v+1.0E_h 208 0 450 0 LRFD Footing Loads(Shear) FL = Eccentricity a Max Bearing Pressure Bearing Pressure at Column Face Bearing Pressure at Critical Shear Ultimate Shear at Critical Combination (ft) q,,,�) f) q„ca(ppf) Section q„v(psf) Section V(pI0) 1.4D 0 512 512 512 -53.9 1.2D+1.6L+0.5L_r 0 685 685 685 -128 1.2D+1.6L+0.55 0 896 896 896 -199 1.2D+1.6L+0.5R 0 685 685 685 -128 1.2D+1.6L_r+f 1 L 0 593 593 593 -97.5 1.2D+1.6L_r+0.5W_dn 0 439 439 439 -46.2 1.20+1.65+f 1 L 0 1270 1270 1270 -323 1.2D+1.65+0.5W_dn 0 1120 1120 1120 -272 1.2D+1.6R+f 1 L 0 593 593 593 -97.5 1.2D+1.6R+0.5W_dn 0 439 439 439 -46.2 1.2D+1.0W_dn+f 1 L+ 0 593 593 593 -97.5 0.5L r 1.2D+1.0W_dn+f 1 L+0.55 0 804 804 804 -168 1.2D+1.0W_dn+f_1 L+ 0 593 593 593 -97.5 0.5R 1.2D+1.0E v+1.0E_h+f 1 L 0 677 677 677 -126 +0.25 0.9D+1.0W_up 0 329 329 329 -34.6 0.9D-1.0E v+1.0E_h 0 329 329 329 -34.6 45 LRFD Footing Loads(Moment) FLm = Combination Eccentricity e(ft) Max Bearing Pressure q,,,,„s(pnf) Bearing Pressure at Column Face q„pg(put) Ultimate Moment at Column Face M.(lb•ft/ft) 1.4D 0 512 512 20.2 1.2D+1.6L+0.5L r 0 685 685 48.1 1.2D+1.6L+0.55 0 896 896 74.6 1.2D+1.6L+0.5R 0 685 685 48.1 1.2D+1.6L r+f 1 L 0 593 593 36.6 1.2D+1.6L r+0.5W do 0 439 439 17.3 1.2D+1.6S+f 1L 0 1270 1270 121 1.2D+1.65+0.5W_dn 0 1120 1120 102 1.2D+1.6R+f 1 L 0 593 593 36.6 1.2D+1.6R+0.5W_dn 0 439 439 17.3 1.2D+1.0W dn+f 1L+0.5L r 0 593 593 36.6 1.2D+1.0W do+f 1 L+0.55 0 804 804 63 1.2D+1.0W dn+f 1L+0.5R 0 593 593 36.6 1.2D+1.0E v+1.0E h+f 1L+0.2S 0 677 677 47.2 0.9D+1.0W_up 0 329 329 13 0.9D-1.0E v+1.0E h 0 329 329 13 Governing Axial Load P. = 1940 plf Maximum Ultimate Net Bearing Pressure gun = 969 psf Flexural Analysis(ACI 318-19,CI 22.2) I Tension Reinforcement Strain Et = 0.0333 Resistance Factor in Bending cbb = 0.6 Moment Capacity Mu = 41701b•ft/ft Factored Moment Capacity OM, = 2500 lb•ft/ft Ultimate Moment at Critical Section Mu = 121 lb•ft/ft IOne-Way Shear(ACI 318-19,CI 22.5) Resistance Factor in Shear 4, = 0.6 Concrete Shear Strength Ve = 8000 plf Factored One-Way Shear Capacity ¢Vn = 4800 plf Ultimate Shear at Critical Section Vu = 0 plf IDevelopment of Reinforcement(ACI 318-19,CI 25.4) I Straight Bar Development Length id= 18 in IComments I 46 , . ft w COMcheck Software Version 4.1.5.5 (144A(1 Envelope Compliance Certificate z = W ` * maw Project information ' r-r D — fib Energy Code: 2018 IECC v' i 1 C rD i f ~ Project Title: Taco Bell `� IV Location: Glens Falls,New York ' N V rt Climate Zone: 6a Project Type: New Construction - C Vertical Glazing/Wall Area: 8% Pit �O� {A Y 1 A Construction Site: Owner/Agent: Des! - •n actor: N CU 773 Quaker Ave Mike McCracken Frank Coulter A A Queensbury,NY Hospitaility Syracuse, LLC Blueprint Engineering N 0 F+ 196 W.Ashland St N Additional Efficiency Package(s) REVIEW lestown, PA 18901 cn N ENEIQG Y ED ° 9-0317 �„ = o N 1.0Required ODE COMPL0At Iw Credits: equ ed 1.0 Proposed r v to, High Performance SWH,1.0 credit Building Area Floor Area 1-Dining:Cafeteria/Fast Food :Nonresidential 2625 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof 1:Insulation Entirely Above Deck,[Bldg.Use 1 -Dining: 2625 --- 30.0 0.032 0.032 Cafeteria/Fast Food] Floor 1:Slab-On-Grade:Unheated,Vertical 3 ft.,[Bldg.Use 1 -Dining: 216 --- 10.0 0.510 0.540 Cafeteria/Fast Food](c) NORTH COOLER WALL:Wood-Framed,16"o.c.,[Bldg.Use 1 -Dining: 580 21.0 0.5 0.060 0.051 Cafeteria/Fast Food] EAST LONG ENTRY WALL:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Dining: 1507 21.0 0.5 0.060 0.051 Cafeteria/Fast Food] Window 3:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 86 -- --- 0.350 0.360 Product ID VIA-K-74-00077-00001,SHGC 0.25,[Bldg.Use 1 -Dining: Cafeteria/Fast Food](b) Door 1:Glass(>50%glazing):Metal Frame,Entrance Door,Pert. 42 --- --- 0.350 0.770 Specs.:Product ID VIA-K-74-00077-00001,SHGC 0.25,[Bldg.Use 1 - Dining:Cafeteria/Fast Food](b) SOUTH SHORT ENTRY WALL:Wood-Framed,16"o.c.,[Bldg.Use 1 -Dining: 580 21.0 0.5 0.060 0.051 Cafeteria/Fast Food] Window 4:Metal Frame with Thermal Break:Fixed,Pert.Specs.: 105 --- --- 0.350 0.360 Product ID VIA-K-74-00077-00001,SHGC 0.35,[Bldg.Use 1 -Dining: Cafeteria/Fast Food](b) Door 2:Glass(>50%glazing):Metal Frame,Entrance Door,Pert 21 --- --- 0.350 0.770 Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 1 of 23 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factors.) Perimeter Specs.:Product ID VIA-K-74-00077-00001,SHGC 0.25,[Bldg.Use 1 - Dining:Cafeteria/Fast Food](b) WEST DT WALL:Wood-Framed,16"o.c.,[Bldg.Use 1 -Dining:Cafeteria/Fast 1507 21.0 0.5 0.060 0.051 Food] Window 1:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 78 --- --- 0.350 0.360 Product ID VIA-K-74-00077-00001,SHGC 0.25,[Bldg.Use 1 -Dining: Cafeteria/Fast Food](b) Window 2:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 15 --- --- 0.350 0.360 Product ID VIA-K-74-00077-00001,SHGC 0.25,[Bldg.Use 1 -Dining: Cafeteria/Fast Food](b) (a)Budget U-factors are used for software baseline calculations ONLY,and - e of code requirements. (b)Fenestration product performance must be certified in accordance with R and requires supporting documentation. (c) Slab-On-Grade proposed and budget U-factors shown in table are F-f. ors Envelope PASSES: Design 0.2% better than code Envelope Compliance Statement , Compliance Statement: The proposed envelope design repre--nte• in this document is consistent with the building plans, specifications, and other calculations submitted with this per it a plication.The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMchec er-on 4.1.5.5 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. t ,k- Ca.A4ver- dB' 511 4 23 Name-Title •ra't a Date Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 2 of 23 IPA COMcheck Software Version 4.1.5.5 A(i Interior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Taco Bell Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 773 Quaker Ave Mike McCracken Frank Coulter Queensbury, NY Hospitaility Syracuse, LLC Blueprint Engineering 196 W.Ashland St Additional Efficiency Package(s) Doylestown, PA 18901 215-459-0317 Credits: 1.0 Required 1.0 Proposed High Performance SWH, 1.0 credit Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Common Space Types:Dining Area-Cafeteria/Fast Food 760 0.63 479 2-Common Space Types:Office-Enclosed 67 0.93 62 3-Common Space Types:Food Preparation 1175 1.06 1246 4-Common Space Types:Corridor/Transition<8 ft wide 240 0.66 158 Total Allowed Watts= 1945 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-Common Space Types:Dining Area-Cafeteria/Fast Food F7:LED PAR 20W: 1 4 20 80 C1B:Other: 1 20 14 280 F19c:LED A Lamp 25W: 1 4 25 100 2-Common Space Types:Office-Enclosed B4:LED Panel 54W: 1 1 53 53 3-Common Space Types:Food Preparation B4:LED Panel 54W: 1 19 53 1007 4-Common Space Types:Corridor/Transition<8 ft wide C1B:Other: 1 6 14 84 Cl W:Other: 1 4 14 56 Total Proposed Watts= 1660 Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 3 of 23 i Interior Lighting PASSES: Design 15% better than code Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design repre -• in this document is consistent with the building plans, specifications, and other calculations submitted with this permit a.• •-tion.The proposed interior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Ve '•• .1.5.5 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. 51 aft Z02.3 Name-Title Si•'rle -- Date Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 4 of 23 AfiCOMcheck Software Version 4.1.5.5 l Exterior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Taco Bell Project Type: New Construction Exterior Lighting Zone 4(High activity metropolitan commercial district(124)) Construction Site: Owner/Agent: Designer/Contractor: 773 Quaker Ave Mike McCracken Frank Coulter Queensbury, NY Hospitaility Syracuse, LLC Blueprint Engineering 196 W.Ashland St Doylestown, PA 18901 215-459-0317 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Illuminated area of facade wall or surface 4158 ft2 0.15 No 624 Total Tradable Watts(a)= 189 Total Allowed Watts= 1213 Total Allowed Supplemental Watts(b)= 900 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 900 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. Illuminated area of facade wall or surface(4158 ft2):Non-tradable Wattage D1:Incandescent 100W: 1 6 100 600 Drive-up windows/doors(2 windows or doors):Non-tradable Wattage Pedestrian and vehicular entrances and exits(9 ft of door width):Tradable Wattage Total Tradable Proposed Watts= 0 Exterior Lighting PASSES: Design 100% better than code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design repre-- • in this document is consistent with the building plans, specifications,and other calculations submitted with this permit a• , ion.The proposed exterior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Vers' .5 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. f'/ /•4•(2.C>7....c Na e-Title ignat e T Date Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 5 of 23 illifIr COMcheck Software Version 4.1.5.5 A(1 Mechanical Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Taco Bell Location: Glens Falls, New York Climate Zone: 6a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 773 Quaker Ave Mike McCracken Frank Coulter Queensbury, NY Hospitaility Syracuse, LLC Blueprint Engineering 196 W.Ashland St Additional Efficiency Package(s) Doylestown, PA 18901 215-459-0317 Credits: 1.0 Required 1.0 Proposed High Performance SWH,1.0 credit Mechanical Systems List Quantity System Type&Description 1 RTU-1 (Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=162 kBtu/h Proposed Efficiency=81.00%.Et,Required Efficiency: 80.00%Et or 80%AFUE Cooling:1 each-Single Package DX Unit,Capacity=103 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.60 EER,Required Efficiency: 11.00 EER +12.6 IEER Fan System: FAN SYSTEM 1 I DINING--Compliance(Motor nameplate HP method):Passes Fans: FAN 2 Supply,Constant Volume,3000 CFM,2.0 motor nameplate hp,0.0 fan efficiency grade 1 RTU-2(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=286 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency: 80.00%Et Cooling:1 each-Single Package DX Unit,Capacity=188 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.00 EER,Required Efficiency: 10.80 EER +12.2 IEER Fan System: FAN SYSTEM 2(KITCHEN--Compliance(Motor nameplate HP method):Passes Fans: FAN 1 Supply,Constant Volume,5000 CFM,3.0 motor nameplate hp I..fan efficiency grade Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represen -d i his document is consistent with the building plans, specifications, and other calculations submitted with this permit .:plic. 'on.The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Ve • A n • / .5 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. , ■I lib larll '. 2d _........m...._ (4 Name-Title Sig .t •r r Date J Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 6 of 23 L . ..6COMcheck Software Version 4.1.5.5 Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions &Req.ID C103.2 Plans and/or specifications provide all ❑Complies Requirement will be met. [PRl]1 information with which compliance ❑Does Not can be determined for the building envelope and document where ❑Not Observable exceptions to the standard are ONot Applicable claimed. C103.2 Plans,specifications,and/or ❑Complies Requirement will be met. [PR2)1 calculations provide all information ❑Does Not with which compliance can be determined for the mechanical ONot Observable systems and equipment and ONot Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans,specifications,and/or ❑Complies Requirement will be met. [PR4]1 calculations provide all information ❑Does Not with which compliance can be determined for the interior lighting ONot Observable and electrical systems and equipment ONot Applicable and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts,transformers and control devices. C103.2 Plans,specifications,and/or ❑Complies Requirement will be met. [PRO calculations provide all information ❑Does Not with which compliance can be determined for the exterior lighting ❑Not Observable and electrical systems and equipment ONot 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. ONot Observable ONot Applicable C402.4.1 The skylight area <= 3 percent of the ❑Complies Requirement will be met. (PR11)1 gross roof area. ❑Does Not DNot Observable ONot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 7 of 23 'Section Plan Review Complies? Comments/Assumptions &Req.ID C406 Plans,specifications,and/or ❑Complies Requirement will be met. [PR9)1 calculations provide all information ❑Does Not with which compliance can be determined for the additional energy ❑Not Observable efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 8 of 23 Section # Footing/Foundation Inspection Complies? Comments/Assumptions &Req.ID C303.2: Slab edge insulation installed per ❑Complies Requirement will be met. [F0412 .manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C303.2.1 Exterior insulation protected against ❑Complies Requirement will be met. [F06]1 damage,sunlight, moisture,wind, ❑Does Not landscaping and equipment maintenance activities. Not Observable ❑Not Applicable C105 Installed slab-on-grade insulation type ❑Complies See the Envelope Assemblies table for values. [F0312 . and R-value consistent with insulation ❑Does Not specifications reported in plans and COMcheck reports. Not Observable ❑Not Applicable C402.2.4 Slab edge insulation depth/length. ❑Complies Exception: Requirement does not apply. [F0712 _ Slab insulation extending away from ❑Does Not building is covered by pavement or See the Envelope Assemblies table for values. >= 10 inches of soil. ❑Not Observable ❑Not Applicable C403.12.2 Snow/ice melting system and freeze ❑Complies Exception: Requirement does not apply. protection systems have sensors and ❑Does Not C403.12.3 controls configured to limit service for [Not Observable [F09]3 pavement temperature and outdoor temperature.future connection to ❑Not Applicable controls. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 9 of 23 'Section Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3. Fenestration products rated in ❑Complies .Requirement will be met. OR12P . .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. ❑Complies See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable ❑Not Applicable C402.4.3, Installed vertical fenestration U-factor ❑Complies See the Envelope Assemblies table for values. C402.4.3. and SHGC consistent with label ❑Does Not 4 specifications and as reported in plans [FR8]1 and COMcheck reports. ❑Not Observable ❑Not Applicable C402.5.7 Vestibules are installed on all building ❑Complies Requirement will be met. [FR17)3 entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 10 of 23 '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 ❑Not Applicable C404.5, Heated water supply piping conforms .❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. [PL6]3 ['Not Observable ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable cycle. ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to <=5 minutes after end of heating ❑Not Observable cycle. ❑Not Applicable C404.7 Demand recirculation water systems ❑Complies Requirement will be met. [PL8]3 have controls that start the pump ❑Does Not upon receiving a signal from the action of a user of a fixture or ❑Not Observable appliance and limits the temperature ❑Not Applicable of the water entering the cold-water piping to 104°F. C404.7 Demand recirculation water systems ❑Complies Exception: Requirement does not apply. [PL8]3 have controls that start the pump DDoes Not upon receiving a signal from the action of a user of a fixture or ONot Observable appliance and limits the temperature ❑Not Applicable 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: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 11 of 23 Section Mechanical Rough-In Inspection Complies? Comments/Assumptions &Req.ID C402.2.6 Thermally ineffective panel surfaces of❑Complies Exception: Requirement does not apply. [ME4113 'sensible heating panels have ['Does Not insulation>= R-3.5. ONot Observable ONot Applicable C402.5.5, Stair and elevator shaft vents have ❑Complies Exception: Requirement does not apply. C403.2.4. motorized dampers that automatically ❑Does Not 3 close. Refernece section C403.7.7 for (MEWoperational details. ONot Observable ONot Applicable C403.7.7 Outdoor air and exhaust systems have ❑Complies Requirement will be met. (ME58)3 motorized dampers that automatically ❑Does Not shut when not in use and meet maximum leakage rates. Check ONot Observable gravity dampers where allowed. ONot Applicable Reference section language for operational details. C403.8.4 Motors for fans that are not less than ❑Complies Exception: Requirement does not apply. [ME142j2 1/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or have a minimum motor efficiency of ONot Observable 70 percent.These motors have the ONot Applicable means to adjust motor speed. C4038.4 Motors for fans that are not less than .❑Complies Exception: Requirement does not apply. [ME142j2 1/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or have a minimum motor efficiency of ONot Observable 70 percent.These motors have the ONot Applicable means to adjust motor speed. C403.8:5 Each DX cooling system > 65 kBtu ❑Complies Exception: Requirement does not apply. [ME143j2 and chiller water/evaporative cooling DDoes Not system with fans> 1/4 hp are designed to vary the indoor fan airflow ❑Not Observable as a function of load and comply with DNot Applicable detailed requirements of this section. C4033:5 Each DX cooling system >65 kBtu ❑Complies Exception: Requirement does not apply. [ME143)2 and chiller water/evaporative cooling ODoes Not system with fans> 1/4 hp are designed to vary the indoor fan airflow ONot Observable as a function of load and comply with ❑Not Applicable detailed requirements of this section. C403.12.1.Systems that heat outside the building ❑Complies Exception: Requirement does not apply. [ME71]2 envelope are radiant heat systems ❑Does Not controlled by an occupancy sensing device or timer switch. ONot Observable ONot Applicable C403.2:3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. [ME55]2:`- ❑Does Not [Not Observable ❑Not Applicable C403.5.5 Fault detection and diagnostics ❑Complies Requirement will be met. [ME11312 installed with air-cooled unitary DX ❑Does Not units having economizers. ONot Observable ❑Not Applicable C403.5.5 Fault detection and diagnostics ❑Complies Requirement will be met. (ME11312 installed with air-cooled unitary DX ❑Does Not units having economizers. ONot Observable ONot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 12 of 23 Section Mechanical Rough-In Inspection Complies? Comments/Assumptions &Req.ID C403.2.2 'Natural or mechanical ventilation is ❑Complies Requirement will be met. [ME59]1 'provided in accordance with ❑Does Not International Mechanical Code Chapter 4. Mechanical ventilation has ❑Not Observable capability to reduce outdoor air supply ONot Applicable to minimum per IMC Chapter 4. C403.7.1 'Demand control ventilation provided ❑Complies Requirement will be met. [ME59]1 for spaces>500 ft2 and >25 ❑Does Not people/1000 ft2 occupant density and served by systems with air side ['Not Observable economizer, auto modulating outside ❑Not Applicable air damper control,or design airflow >3,000 cfm. C403.7.2 Enclosed parking garage ventilation ❑Complies Exception: Requirement does not apply. [ME115]3 'has automatic contaminant detection ❑Does Not and capacity to stage or modulate fans to 50%or less of design capacity. ❑Not Observable ❑Not Applicable C403.7.6 HVAC systems serving guestrooms in ❑Complies Exception: Requirement does not apply. [ME141]3 Group R-1 buildings with > 50 ❑Does Not guestrooms: Each guestroom is provided with controls that ❑Not Observable automatically manage temperature ❑Not Applicable setpoint and ventilation (see sections C403.7.6.1 and C403.7.6.2). C403.7.4 Exhaust air energy recovery on OComplies Exception: Requirement does not apply. [ME57]1 systems meeting Table C403.7.4(1) DDoes Not and C403.7.4(2). ❑Not Observable ❑Not Applicable C403.7.5 'Kitchen exhaust systems comply with ❑Complies Requirement will be met. [ME116]3 replacement air and conditioned ❑Does Not supply air limitations,and satisfy hood ❑Not Observable rating requirements and maximum exhaust rate criteria. ❑Not Applicable C403.11.1 HVAC ducts and plenums insulated in ❑Complies Exception: Requirement does not apply. accordance with C403.11.1 and ❑Does Not C403.11.2'constructed in accordance with Not Observable [ME6O]2 C403.11.2,verification may need to ❑Not Applicable occur during Foundation Inspection. pp C403.5, Air economizers provided where DComplies Requirement will be met. C403.5.1, required, meet the requirements for ❑Does Not C403.5.2 design capacity,control signal, ❑Not Observable [ME62]1 ventilation controls,high-limit shut-off, integrated economizer control,and ❑Not Applicable provide a means to relieve excess outside air during operation. C403.5, Air economizers provided where ❑Complies Requirement will be met. C403.5.1, required, meet the requirements for ❑Does Not C403.5.2 design capacity,control signal, ❑Not Observable [ME62]1 ventilation controls,high-limit shut-off, integrated economizer control,and ❑Not Applicable provide a means to relieve excess outside air during operation. C403.5.3. Air economizers automatically reduce ❑Complies Requirement will be met. 3 outdoor air intake to the design ❑Does Not [ME12411 minimum outdoor air quantity when [Not Observable outdoor air intake will not reduce cooling energy usage. See Table ❑Not Applicable C403.5.3.3 for applicable device types and climate zones. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 13 of 23 'Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions &Req.ID C403.5.3. Air economizers automatically reduce ❑Complies Requirement will be met. 3 outdoor air intake to the design ODoes Not (ME124]1 minimum outdoor air quantity when ❑Not Observable outdoor air intake will not reduce cooling energy usage.See Table ❑Not Applicable C403.5.3.3 for applicable device types and climate zones. C403.5.3. System capable of relieving excess ❑Complies Requirement will be met. 4 outdoor air during air economizer ODoes Not [ME125]1 operation to prevent overpressurizing ❑Not Observable the building.The relief air outlet located to avoid recirculation into the ❑Not Applicable building. C403.5.3. System capable of relieving excess ❑Complies Requirement will be met. 4 outdoor air during air economizer ODoes Not (ME125]1 operation to prevent overpressurizing ❑Not Observable the building.The relief air outlet located to avoid recirculation into the ❑Not Applicable building. C403.5.3. Return,exhaust/relief and outdoor air .❑Complies Requirement will be met. 5 dampers used in economizers have ODoes Not [ME126]1 motorized dampers that automatically ❑Not Observable shut when not in use and meet maximum leakage rates.Reference ❑Not Applicable section C403.7.7 for details. C403.5.3. Return,exhaust/relief and outdoor air ❑Complies Requirement will be met. 5 dampers used in economizers have ODoes Not (ME126]1 motorized dampers that automatically Observable shut when not in use and meet maximum leakage rates.Reference ❑Not Applicable section C403.7.7 for details. C403.4.1. Heating for vestibules and air curtains ❑Complies Requirement will be met. 4 with integral heating include ODoes Not [ME63]Z automatic controls that shut off the ❑Not Observable heating system when outdoor air temperatures >45F.Vestibule ❑Not Applicable heating and cooling systems controlled by a thermostat in the vestibule with heating setpoint<= 60F and cooling setpoint>= 80F. C403.3.3 Hot gas bypass limited to: <=240 ❑Complies Requirement will be met. [ME35]1 kBtu/h-50% >240 kBtu/h-25% ODoes Not ❑Not Observable ❑Not Applicable C403.3.3 Hot gas bypass limited to: <=240 ❑Complies Requirement will be met. [ME35]1 kBtu/h-50% >240 kBtu/h-25% ['Does Not ❑Not Observable ❑Not Applicable C408.2.2. Air outlets and zone terminal devices ❑Complies Requirement will be met. 1 have means for air balancing. ODoes Not [ME53]3 ❑Not Observable ❑Not Applicable C403.5, Refrigerated display cases,walk-in ❑Complies Exception: Requirement does not apply. C403.5.1, coolers or walk-in freezers served by ODoes Not C403.5.2 remote compressors and remote ❑Not Observable (ME123]3 condensers not located in a condensing unit, have fan-powered ❑Not Applicable condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with C403.5.2.. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 14 of 23 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 15 of 23 'Section Rough-In Electrical Inspection Complies? Comments/Assumptions &Req.ID C405.2.2. Spaces required to have light- ❑Complies Exception:Areas such as security or emergency areas that 2 reduction controls have a manual ODoes Not need continuous lighting. [EL22]1 control that allows the occupant to ❑Not Observable reduce the connected lighting load in a reasonably uniform illumination ONot Applicable pattern>= 50 percent. C405.2.1, Occupancy sensors installed in OComplies Exception: Requirement does not apply. C405.2.1. classrooms/lecture/training rooms, ❑Does Not 1 conference/meeting/multipurpose [EL18]1 rooms,copy/print rooms, Not Observable lounges/breakrooms,enclosed offices, ❑Not Applicable open plan office areas, restrooms, storage rooms, locker rooms, warehouse storage areas,and other spaces<=300 sqft that are enclosed by floor-to-ceiling height partitions. Reference section language C405.2.1.2 for control function in warehouses and section C405.2.1.3 for open plan office spaces. C405.2.1. Occupancy sensors control function in ❑Complies Exception: Requirement does not apply. 2 warehouses: In warehouses,the ❑Does Not [EL19]1 lighting in aisleways and open areas is ['Not Observable controlled with occupant sensors that automatically reduce lighting power ❑Not Applicable by 50%or more when the areas are unoccupied.The occupant sensors control lighting in each aisleway independently and do not control lighting beyond the aisleway being controlled by the sensor. C405.2.1. Occupant sensor control function in ❑Complies Exception: Requirement does not apply. 3 open plan office areas: Occupant DDoes Not [EL20]1 sensor controls in open office spaces ['Not Observable >=300 sq.ft. have controls 1) ❑Not Applicable configured so that general lighting can pP be controlled separately in control zones with floor areas <= 600 sq.ft. within the space,2)automatically turn off general lighting in all control zones within 20 minutes after all occupants have left the space,3)are configured so that general lighting power in each control zone is reduced by>= 80%of the full zone general lighting power within 20 minutes of all occupants leaving that control zone,and 4)are configured such that any daylight responsive control will activate space general lighting or control zone general lighting only when occupancy _ for the same area is detected. C405.2.2, Each area not served by occupancy ❑Complies Exception:Areas such as security or emergency areas that C40 5.2,2. sensors(per C405.2.1) have time- ❑Does Not need continuous lighting. 1, switch controls and functions detailed ❑Not Observable C405.2.2. in sections C405.2.2.1 and C405.2.2.2.2 ❑Not Applicable [EL21]Z 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 16 of 23 Section Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.3, 'Daylight zones provided with ❑Complies Exception: Requirement does not apply. C405:23.: individual controls that control the ❑Does Not 1, ; lights independent of general area C405.2.3. lighting.See code section C405.2.3 ❑Not Observable 2 . Daylight-responsive controls for ❑Not Applicable (EL23)2. applicable spaces,C405.2.3.1 Daylight, responsive control function and section C405.2.3.2 Sidelit zone. C405.2.4 Separate lighting control devices for ❑Complies Requirement will be met. [EL26]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. [EL27]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 Manual controls required by the ❑Complies Requirement will be met. [EL28]na0 energy code are in a location with ❑Does Not ready access to occupants and located where the controlled lights are.❑Not Observable visible,or identify the area served and ❑Not Applicable their status. C405.2.6 Automatic lighting controls for exterior'❑Complies Requirement will be met. [EL30]na0 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 ❑Complies Requirement will be met. [EL6]1 face. ❑Does Not ❑Not Observable ❑Not Applicable C405.6 Low-voltage dry-type distribution ❑Complies Exception: Requirement does not apply. [EL26]2 - electric transformers meet the DDoes Not minimum efficiency requirements of Table C405.6. ❑Not Observable ❑Not Applicable C405.7 Electric motors meet the minimum ❑Complies Requirement will be met. [EL27]2 efficiency requirements of Tables ❑Does Not C405.7(1)through C405.7(4). Efficiency verified through certification ❑Not Observable under an approved certification Observable,_.., Applicable program or the equipment efficiency ratings shall be provided by motor manufacturer(where certification programs do not exist). C405 8.2, Escalators and moving walks comply ❑Complies Exception: Requirement does not apply. C405:8.2. .with ASME A17.1/CSA B44 and have ❑Does Not 1 automatic controls configured to Not Observable [EL28]2 reduce speed to the minimum ❑ permitted speed in accordance with ❑Not Applicable ASME A17.1/CSA B44 or applicable local code when not conveying passengers. C405.9. Total voltage drop across the ❑Complies Requirement will be met. [EL29]2 combination of feeders and branch ❑Does Not circuits<= 5%. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 17 of 23 • • r i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 18 of 23 'Section # Insulation Inspection Complies? Comments/Assumptions &Req.ID C303.1 Roof insulation installed per DComplies Requirement will be met. [IN311 manufacturer's instructions. Blown or ODoes Not poured loose-fill insulation is installed ['Not Observable only where the roof slope is<=3 in 12. ❑Not Applicable C402.2.1 Insulation installed on a suspended DComplies Exception:Requirement does not apply. [IN20]1 ceiling having ceiling tiles is not being ODoes Not specified for roor/ceiling assemblies. Continuous insulation board installed ❑Not Observable in 2 or more layers with edge joints ❑Not Applicable offset between layers. C303.1 Building envelope insulation is labeled DComplies Requirement will be met. [IN10]2 with R-value or insulation certificate ODoes Not providing R-value and other relevant data. ❑Not Observable ❑Not Applicable C303.2 Above-grade wall insulation installed DComplies Requirement will be met. [IN7]1 per manufacturer's instructions. ODoes Not :Not Observable ❑Not Applicable C303.2.1 Exterior insulation is protected from .❑Complies Exception: Requirement does not apply. [IN14]2 damage with a protective material. ODoes Not Verification for exposed foundation insulation may need to occur during ❑Not Observable Foundation Inspection. ❑Not Applicable C105 Installed above-grade wall insulation DComplies See the Envelope Assemblies table for values. [IN6]1 type and R-value consistent with ODoes Not insulation specifications reported in plans and COMcheck reports. ❑Not Observable ❑Not Applicable C402.2.3 Installed floor insulation type and R- DComplies See the Envelope Assemblies table for values. [INV value consistent with insulation ❑Does Not specifications reported in plans and ❑Not Observable COMcheck reports. ❑Not Applicable C402.2.6 Radiant panels and associated DComplies 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 C105 Installed roof insulation type and R- ❑Complies See the Envelope Assemblies table for values. [IN2)1 value consistent with insulation ❑Does Not specifications reported in plans and COMcheck reports. For some ceiling ❑Not Observable systems,verification may need to ❑Not Applicable occur during Framing Inspection. C402.5.1. .All sources of air leakage in the DComplies .Requirement will be met. 1 building thermal envelope are sealed, ODoes 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) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 19 of 23 'Section� Final Inspection Complies? Comments/Assumptions &Req.ID C303.3, Furnished O&M instructions for DComplies Requirement will be met. C408.2.5. systems and equipment to the ❑Does Not 2 building owner or designated [FI17]3 representative. ❑Not Observable ❑Not Applicable C303.3, Furnished O&M manuals for HVAC ❑Complies Requirement will be met. C408.2.5. systems within 90 days of system ODoes Not 3 acceptance. [F18]3 ❑Not Observable ❑Not Applicable C402.5 Building envelope contains a ❑Complies Requirement will be met. [FI55]1 continuous air barrier that has been ❑Does Not tested and deemed to limit air leakage ❑Not Observable <= 0.40 cfm/ft2. ❑Not Applicable C402.5.6 Weatherseals installed on all loading OComplies Exception: Requirement does not apply. [F137]1 dock cargo door openings and provide ❑Does Not direct contact along the top and sides of vehicles parked in the doorway. Not Observable ❑Not 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 ❑Not Applicable C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [F147]3 Minimum one humidity control device 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 [F147]3 Minimum one humidity control device per installed Not Observable humidification/dehumidification ❑Not Applicable system. C403.4.1. Thermostatic controls have a 5 °F ❑Complies Requirement will be met. 2 deadband. ❑Does Not [FI38]3 ❑Not Observable ❑Not Applicable C403.2.4. Temperature controls have setpoint ❑Complies Requirement will be met. 1.3 overlap restrictions. ❑Does Not [FI20]3 ❑Not Observable ❑Not Applicable C403.2.4. Each zone equipped with setback ❑Complies Requirement will be met. 2 controls using automatic time clock or ❑Does Not [FI39]3 programmable control system. ❑Not Observable ❑Not Applicable C403.2.4. Automatic Controls: Setback to 55°F ❑Complies Exception: Requirement does not apply. 2.1, (heat)and 85°F(cool); 7-day clock,2- ❑Does Not C403.2.4. hour occupant override, 10-hour 2.2 backup ❑Not Observable [F140)3 ❑Not Applicable C403.2.4. Systems include optimum start ❑Complies Requirement will be met. 2.3 controls. ❑Does Not [FI41]3 ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 20 of 23 • •Sec4'on� # Final Inspection Complies? Comments/Assumptions &Req.ID C403.2.4. Systems include optimum start ❑Complies Requirement will be met. 2.3 controls. ❑Does Not [F141]3 ❑Not Observable ❑Not Applicable C405.4.1 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [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 watts. C405.5.1 Exterior lighting power is consistent ;❑Complies See the Exterior Lighting fixture schedule for values. (F119)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 C406.7, Enhanced Service Water Heat System ❑Complies Requirement will be met. C406.7.1 efficiency package.One of the ❑Does Not (F153]1 following SWH system enhancements ❑Not Observable Location on plans/spec: P1.0 must satisfy 60 percent of buildings annual hot water requirements,or 100 ❑Not Applicable percent if the building requirements otherwise complies with heat recovery per Section C403.9.5:Waste heat recovery(from SWH, process equipment,OR on-site renewable water-heating. C408.1.1 Building operations and maintenance ❑Complies Requirement will be met. [FI57]1 documents will be provided to the ❑Does Not owner. Documents will cover manufacturers'information, [Not Observable specifications, programming ❑Not Applicable procedures and means of illustrating to owner how building,equipment and systems are intended to be installed, maintained,and operated. C408.2.1 Commissioning plan developed by ❑Complies Requirement will be met. [FI28]1 registered design professional or ❑Does Not approved agency. ❑Not Observable ❑Not Applicable C408.2.3. HVAC equipment has been tested to ❑Complies Requirement will be met. 1 ensure proper operation. DDoes Not (FI31]1 [Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been ❑Complies Requirement will be met. 2 tested to ensure proper operation, ODoes Not [FI10]1 calibration and adjustment of controls. [Mot Observable ❑Not Applicable C408.2.3. Economizers have been tested to DComplies Requirement will be met. 3 ensure proper operation. ❑Does Not [FI32]1 DNot Observable ❑Not Applicable C408.2.4 Preliminary commissioning report ❑Complies Requirement will be met. [FI29]1 completed and certified by registered ❑Does Not design professional or approved agency. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 21 of 23 Final Inspection Complies? Comments/Assumptions &Req.ID C408.2.5. :Furnished HVAC as-built drawings ❑Complies 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 [FI16]3 of system acceptance. ❑Not Observable ❑Not Applicable C408.2.5. An air and/or hydronic system ❑Complies Requirement will be met. 3 balancing report is provided for HVAC ❑Does Not [FI43]1 systems. ❑Not Observable ❑Not Applicable C408.2.5. Final commissioning report due to ❑Complies Requirement will be met. 4 building owner within 90 days of DDoes Not [F130)1 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to ❑Complies Requirement will be met. [F133]1 ensure proper calibration,adjustment, •❑Does Not programming, and operation. ['Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 22 of 23 Project Title: Taco Bell Report date: 05/04/23 Data filename: Z:\2022\BP221007-Taco Bell-Brighton\Calcs\BP221007-TB Queensbury.cck Page 23 of 23 EW NATEOF Department STATE OF OPPORTUNITY_ of Health KATHY HOCHUL JAMES V. McDONALD, M.D., M.P.H. JOHANNE E. MORNE, M.S. Governor Commissioner Acting Executive Deputy Commissioner October 20,2023 r'� r Timothy Freitag,PE �,4' I.i;� U 1I E Bohler Engineering , 17 Computer Drive West ! OCT 7 6 2023 Albany,NY 12205 �j TOWN OF QUEENSBURY BUILDING&CODES Re: Taco Bell #41159 Facility Code 56-BM88 CC O0. Queensbury(Town), Warren County Onsite wastewater system approval Dear Mr.Freitag: We have this day,approved the plans for the above-referenced project.Application for this project was duly made by you and was most recently received by the New York State Department of Health on October 3,2023. This project includes a new Taco Bell food service establishment,with 42 seats.The wastewater system consists of a 1000 gallon grease interceptor, 2000 gallon septic tank,and 1000 gallon pump chamber. The absorption system is a raised system designed to treat estimated flow of 1240 gallons per day.Approval of these plans is conditioned on the following: 1. That the proposed works to be constructed in compete conformity with the approved plans or amendments thereto; 2. That all components of the proposed works be installed,operated,and maintained as per the manufacturer's specifications; 3. That approval be granted by other agencies or municipalities having jurisdiction; 4. That the design professional inspects the construction and provides certification to this office that construction was completed in accordance with the approved plans.Certification shall also be provided to the Town Office Building and Code Enforcement. The responsibility for the design of the sanitary system lies solely with the design professional and the proper operation of the sanitary system lies solely with the owner. The purpose of the department of health review is for compliance with the New York State Sanitary Code and in no way guarantees proper system operation.A set of approved plans is being retained for our files. Sincerely, R.Dan MacElrath Assistant Engineer Glens Falls District Office Cc: Matthew Prouty, Hospitality Syracuse, Inc. Rebecca Bussert, Director GFDO Kevin Kenyon,PE GFDO Derek Thorsland, PE NYSDEC John Obrien,Queensbury Code Enforcement Empire State Plaza, Corning Tower,Albany.NY 122371 health ny goy NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 5 232 Golf Course Road.Warrensburg,NY 12885 P:(518)623-1282 I F.(518)623-3603 www dec ny gov October 16, 2023 Mike McCracken Hospitality Syracuse, Inc. 290 Elwood Davis Road Suite 320 Liverpool, NY 13088 Re: DEC Permit#5-5234-00732/00001 SPDES#NYG003556 Taco Bell Queensbury Queensbury (T), Warren (Co.) Dear Permittee: Attached please find a copy of the State Pollutant Discharge Elimination System (SPDES) permit modification for the referenced facility, issued by the New York State Department of Environmental Conservation (DEC). Please review your permit to ensure that you understand the permit conditions and requirements and feel free to contact Kris LaPan with the DEC's Division of Water at(518)623-1236 or kristopher.lapan@dec.nv.4ov with any technical questions. Sincerely, Digitally signed by Beth A.Magee t' ` rn � Date:2023.10.16 13:46:22 Beth A. Magee -04'00' Deputy Regional Permit Administrator ec w/enc Samuel Burden-Bohler Engineering CC-o2A\ -2-0 2� Kris LaPan-DEC Richard MacElrath-DOH D Q PCI General Permit Coordinator VErril OCT 2 6 2023 I g TOWN OF QUEENSBURY BUILDING&CODESFLi K Department of STATE Environmental. �+ Conservation v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION N Facility DEC ID 5-5234-00732 PERMIT OCT 26 2023 I) Under the Environmental Conservation Law ( CwN OF QUEENSBURY BUILDING&CODES GENERAL PERMIT GP-0-15-001 Groundwater Discharge of Treated Sanitary Sewage Permittee and Facility Information - o241 20�3 Permit Issued To: Facility: � HOSPITALITY SYRACUSE INC Taco Bell Queensbury 290 ELWOOD DAVIS RD STE 320 355 Dix Ave LIVERPOOL,NY 13088 Queensbury,NY 12804 Applicable DEC Region(s): 2,3,4,5,6,7,8,9 General Permit Authorized Activity: Discharge to groundwater of 1,000 gallons per day(gpd) or more, and less than 10,000 gpd per outfall of treated sanitary sewage without the admixture of industrial wastes from on-site wastewater treatment systems serving private, commercial and institutional facilities,and using the Standard or Alternative Technologies referenced in: a. the Design Standards for Intermediate-sized Wastewater Treatment Systems (NYSDEC, 2014), or b. for facilities in the Lake George Basin,the Design Standards for Wastewater Treatment Works in the Lake George Basin(NYSDEC, 2015). A facility with multiple outfalls discharging from 1,000 gpd up to but less than 10,000 gpd each,having a combined design flow less than 30,000 gpd, and discharging to groundwater, is eligible for coverage under this General Permit. Facilities serving,or intended to serve,more than one separately owned property can only be authorized to a government agency,municipality,or sewage disposal corporation formed and regulated pursuant to Article 10 of the Transportation Corporations Law. Permit Coverage for Discharges Authorized Under GP 0-05-001 As of the effective date of GP-0- 15-001,a facility with prior coverage under GP-0-05-001 shall be authorized to discharge in accordance with GP-0-15-001 unless otherwise notified by the Department. Exclusions From Coverage Under this Permit Facilities located in the following areas are NOT eligible for coverage under this General Permit,but may apply for an individual SPDES permit: • Areas of special(100-year)flood hazard as defined in ECL Article 36; • Freshwater and Tidal Wetlands and their adjacent areas as defined in ECL Articles 24 and 25, respectively; • Coastal Erosion Hazard Areas as defined in ECL Article 34; • Wild, Scenic,and Recreational River corridors as defined in ECL Article 15,Title 27; • Kings,Nassau, Queens and Suffolk Counties. NYSDEC retains the right to exclude an activity from authorization under this General Permit and to require an applicant to obtain an individual SPDES permit. Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 5-5234-00732 Permit Components P/C/I SPDES- GROUNDWATER DISCHARGE GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS P/C/I SPDES- GROUNDWATER DISCHARGE PERMIT CONDITIONS 1. Request for General Permit Authorization Prior to the use of this General Permit for modification,construction and operation of the discharge point(s)at a facility, an applicant must submit the following information to the NYSDEC Regional Permit Administrator: • Application for State Pollutant Discharge Elimination System(SPDES) General Permit GP-0- 15-001. • Engineering design and site plan signed and stamped by a Professional Engineer licensed to practice in New York State. One printed copy and one electronic copy(PDF format)of the engineering design and site plan shall be submitted to the Department. • A Design Certification of On-Site Treatment Works signed and stamped by the Professional Engineer certifying that the wastewater treatment system is designed in accordance with the Design Standards referenced in the "General Permit Authorized Activity" section of this permit. 2. Department-validated General Permit Authorization Upon review of the project, the Department will determine if the project can be authorized under this General Permit.No work may proceed prior to receipt of the Department-validated General Permit. The Department-validated General Permit will authorize the specific outfall (i.e.,type of on-site treatment system and design flow)described in the Application, Design Certification of On-Site Treatment Works,and site plan. Following receipt of the Department-validated General Permit, the permittee may proceed with construction of the on-site treatment system. 3. Approval to Discharge Wastewater discharge from the system authorized by the Department- validated General Permit is approved when the following appropriate action is taken: • At the completion of facility construction and prior to commencing a discharge,the permittee must submit a Post Construction Certification of On-site Treatment Works form,signed by a professional engineer certifying that the treatment system has been constructed in accordance with the originally approved engineering design and site plan,to the Department's NYSDEC GP-0-15-001 Coordinator. The certification must include the date that the treatment system will be placed into service and become operational. Page 3 of 7 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Nur Facility DEC ID 5-5234-00732 continues under ECL section 71-1929(1). The most current permittee in the Department's database records is responsible for compliance with all the permit terms and conditions in this General Permit, the permit fee and all applicable state and federal laws and regulations. Any transfer granted by the Department must be in writing. 11. Operating in Accordance with SPDES Rules The permittee is authorized to discharge in accordance with effluent limitations; monitoring and reporting requirements; other provisions and conditions set forth in this permit; and NYCRR Title 6, Chapter X, State Pollutant Discharge Elimination System (SPDES)Permits Part 750. 12. GP-0-15-001 Coordinator As referenced in this permit,the GP-0-15-001 Coordinator can be contacted at: DEC GP-0-15-001 Coordinator New York State Department of Environmental Conservation Division of Water 625 Broadway Albany,NY 12233-3505 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION N Facility DEC ID 5-5234-00732 Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Item E: Referenced Materials Forms and regulations referenced in this permit are available at the NYS Department of Environmental Conservation's regional offices and on our website: www.dec.ny.gov. Page 7 of 7 WARREN COUNTY GIS PROGRAM  E911 COORDINATION PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT 1340 STATE ROUTE 9 LAKE GEORGE, NY 12845 518-761-6410 (PHONE) / 518-761-6411 (FAX) warrencountyny.gov/gis July 27, 2023 Dear East Huron Street LLC, This letter is to confirm the assigned E-911 address of tax parcel number 303.15-1-27.2, owned by East Huron Street LLC, in the Town of Queensbury. The address assigned by Warren County for this parcel is 355 Dix Avenue. Please feel free to get in touch with any questions, via email at becka@warrencountyny.gov, or by phone at 518- 761-6410. Sincerely, Amanda Beck GIS Specialist �� LANDS N/F OF LEGEND: COUNTY OF WARREN � GENERAL NOTES: u CB - CATCH BASIN BK ' . 1181 PG. 15 SECTION 303.16 HYD HYDRANT BLOCK 1 LOT 2 NORTH IS ORIENTED TO MAP REFERENCE N0. 1 3 � �� z' 8 ucHr POLE VERTICAL DATUM IS NAVD 88 ESTABLISHED BY GPS OBSERVATION AT THE TIME OF SbH 0 SANITARY MANHOLE �� SURVEY. PROJECT"" ` DUB© STORM MANHOLE °W �� / f C �.� --�� r � � ��„,.w `�� i UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED � �° LQCQ��1�ON ' ,• �. � MATCHLINE , f1M" © ELECTRIC MANHOLE MATCHLINEI�I ,. �, ��' E,. LANDS N/F OF LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2 OF THE SEE INSERT �.-- '� �,aa""Ilu WpOS �'ll SEE INSERT LPF WILLIAM LIA NEW YORK STATE EDUCATION LAW. W'D4 WATER VALVE r / EDGE I� "• � „ . ... ®' H ;-� _. BK. 5024, PG. 209 / r I,",""""_fL „ PED ❑ TELEPHONE PEDESTAL �+ � a" �' p' a „°�; �II'� ��"'"�"I �,µ �. � ," � SECTION 303.16 BLOCK 1 LOT 1.1 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF \ THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL SHALL BE CONSIDERED LANDS N/F OF TO BE VALID TRUE COPIES. EHH ELECTRIC BOX I ❑ Y II V ( WALMART REAL ESTATE TRANS F ELECTRIC TRANSFORMER a N � V� \ ..-- "� p� -� � [ „gym [ € ��r• , ', � ". ,,1. V II II a N Vo A 0"'' .,�,11ai t %.. .; ,, is * z ..,.,. u u a `- ' gym° B SINESSTRUST SURVEYED FROM RECORD DESCRIPTION AND U IN POSSESSION. ,,;; UTILITY POLE %i�i BK. 4001 PG. 7 TMH ,. TELEPHONE MANHOLE � ,, a �� u a � � m.� °�� SUBJECT TO COVENANTS, EASEMENTS RESTRICTIONS, CONDITIONS AND AGREEMENTS , . " ;� ��• � u u� ,� � � 1 BLOCK 1 .� , a SECTION 303. 5 � �• TSCB ,, �,,,,,,,, a a � I ��' " ,�� " � � � OF RECORD. � TRAFFIC CONTROL BOX � / ��" a a a q m,�r i ^ "" �., ~� a [ r�, �� T 25.1 TSP a a � [F O TRAFFIC SIGNAL POLE �, a i ,, I N �•,,W � h�� ,,; � � "� � �� SURVEY SUBJECT TO ANY RIGHT, TITLE OR INTEREST THE PUBLIC MAY HAVE FOR �� ry i�"h, ^�,, „q^� %� a I „" " G GAS LINE "s �r �w,r �� wwL �� .e�i - ..� , r � HIGHWAY USE. [ �[ S SANITARY LINE � Y, �.. ...-- •••, ••.. ...„. „ ..... SURVEY SHOWN IS SUBSURFACE TO ANY SUBJECT CONDITIONS THAT MAY EXIST IF C ST STORM LINE „% ^ " r ^ , w •`J [, ;� "" 1 ^ " 7 .••. ,,,. ..., .••. ,„ �„uuu ANY. � h � .. .... . MATCHLINE^ � / � MATCHLINE .... ... .... r ,� v l +[ I rr W WATER LINE � � ^ �� ^ u t o" � 1 rr= ^ T TELEPHONE LINE + � € �€ a," """'"""�" � �" �� / � A � �,�; L,�� «��„ �� .�' „, � ...,�� ••... GE �� ^""" UNDERGROUND FACILITIES AND STRUCTURES SHOWN HEREON WERE TAKEN FROM ....... �""..._ [ " ," [ „„� a .6 h "aru ^ � •.... a^ ,� ," , i �" ^ II ,J r ,,„ [ €,„,,,,,, i [ \_ € w w I I [ .� w"� uw�" € O; 11 1 DH OVERHEAD WIRES dl � � � ^ ,,�" ��I ,, °"". I " I r - ;� , w � �. � � "� '� DATA OBTAINED FROM PREVIOUS MAPS AND RECORD DRAWINGS. ALL ABOVE GROUND _ II r ; � SITE LOCATION PLAN. 1 2000 T �' °¶' STRUCTURES AND SURFACE FEATURES SHOWN HEREON ARE THE RESULT OF A FIELD + 35782 SPOT ELEVATION "r w" � � �� ^ t wr. € �€ .""'"_" [" ;�""","i, [ �""'.... �� L � � t � ^ �"" W � LA SURVEY UNLESS OTHERWISE NOTED. THERE MAY BE OTHER UNDERGROUND UTILITIES C/RF / " ; O CAPPED IRON ROD FOUND / / w ^ � I „ _ _ „„ ; m, [ WILLIAM LIA � � � � � ��', � ., � � � THE EXISTENCE OF WHICH ARE NOT KNOWN OR CERTIFIED BY THE UNDERSIGNED. /RF �+ 9 . � r a I ,� � a / �. � BK. 5024 PG. 209 o IRON Roo PouNo a � � �� , � THE SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES MUST i i ? € " /PF � �, �� '- _ � w y TI N 303.16 BLOCK 1 LOT 1.1 BE VERIFIED BY THE APPROPRIATE AUTHORITIES. THE UNDERGROUND FACILITIES � a � � ^ ��"" ��, " � � � � � � �r++� r �, rm ; � _ �� . SEC O O IRON PIPE FOUND � � � � ,�� _� _'",...; :..�P•W,r"aw+FL� ,., r � [ " [ I " r; � � `� PROTECTIVE ORGANIZATION MUST BE NOTIFIED PRIOR TO CONDUCTING TEST BORINGS LEGAL DESCRIPTION - OVERALL PARCEL. LANDSCAPED AREA t N" � v° m [ :"^ ..:..... [ _""., , EXCAVATION AND CONSTRUCTION. " [ �LA IIIIIIA9. ROOF DRAIN � ^ [ �"€ � �"""'"t �".. >. [ ,[ v [ � �" , d ry W " �N sB s soil eoRiNc a ,� ", � ., 2 ALL THAT TRACT OF PARCEL OF LAND SITUATE IN THE TOWN OF UEENSBURY COUNTY OF o-0 5"^, �, T I Q I "y \_ i�ry m h ' w9 i D ry r . Mw o �, � � � " WARREN AND STATE OF NEW YORK BOUNDED AND DESCRIBED AS FOLLOWS. MONITORING WELL d mr d u I � a m a[ 0 w q , a% l m [l i M " � w `I BEGINNIN AT A CONCRETE MONUMENT LOCATED AT THE INTERSECTION FORMED BY THE G C C GMK GAS MARKER POST � "^�� .�� a €, [ ,..,..., .... .... ... , �I a r U LITY EA M N � NORTHEASTERLY LINE OF QUAKER ROAD WITH THE NORTHERLY LINE OF DIX AVENUE; THENCE `r.€o G 39.349 ". F ~... � "� r�r � , " (SON A IN r �.I d o % TRI METER r" w �EM ELEC C .��. �� .... "". ,""..... i I"'; r FROM SAID POINT OF BEGINNING AND ALONG SAID QUAKER ROAD NORTH 44 42 08 WEST r " i \ G G Q 1 w [1 � I I " ji��e wCr [ GM o GAS METER w �i d " 7` [ , w. � � � � r� �? 235.24 FEET TO A POINT THENCE ALONG THE LANDS NOW OR FORMERLY OF COMMUNITY � W, v r". .,,,,,. : -� " � � / �.-335 � �w "3RESOURCES CORP. BOOK 681 PAGE 773 NORTH 51 1411 EAST 300.00 FEET TO WIIA A POINT THENCE CONTINUING ALONG THE AFORESAID LANDS OF COMMUNITY WORKSHOP 4� / r I L5: 1 w I m m u ORP. AND THE LANDS NOW OR FORMERLY OF WALMART REAL ESTATE BUSINESS I a C C o� RESOUR ES m a J' P a V [ r" U a � w� TRUST BOOK 4001 PAGE 7 NORTH 43°36'49" WEST 300.00 FEET TO A POINT; THENCE "� C u a u � m E u r o �w u I u u u a a ` IIdd� CONTINUING ALONG THE AFORESAID LANDS OF WALMART REAL ESTATE BUSINESS TRUST u I u u u W II a a SHED P u u i a a �p �.r� € NORTH 51°14'11"EAST 518.04 FEET TO A POINT' THENCE ALONG THE LANDS NOW OR q u I u II al' u �u FORMERLY OF WILLIAM LIA BOOK 5024 PAGE 209 AND CONTINUING ALONG THE LANDS NOW u u u a u u u u a ^ OR FORMERLY OF THOMAS & JEREMIAH BURKE BOOK 1422 PAGE 158), THE FOLLOWING FIVE I u W " a o u a a II " . COURSES: 1 SOUTH 07 18 13 EAST 186.90 FEET TO A POINT; 2 SOUTH 07 01 23 EAST u a a a a H i aW `a a N i i a I a I d u I S , _ 58.66 FEET TO A POINT 3 SOUTH 06 36 36 EAST 261.46 FEET TO A CAPPED IRON ROD F u ! I , N/F O � �LANDS � a u u m � W u �W m r u a a " q •� FOUND• 4 SOUTH 08°06'17" EAST 270.92 FEET TO A CAPPED IRON ROD FOUND AND 5 o m a I I ESTATE m E TA � WALMA RT REAL S u I u p l � W lu I a a W m . � o SOUTH 08°36'32" EAST 199.63 FEET TO AN IRON ROD FOUND; THENCE ALONG THE AFORESAID u q q s T u /RU � m ;. T S BUSINESS u BUS m u a u W m w u � w7 u a a 1 m , � NORTH LINE OF DIX AVENUE NORTH 79 36 39 WEST 401.13 FEET TO THE POINT OR PLACE a a �1V I I C . 7 , / BK. 400 u u I M q `5 mi p W I W ry H a p � w w., OF BEGINNING. �� w , . � G G y � w rr �m ��„ w � HELD K1 � w� � W ciF /BLOC G � . z . � �303.15 "� � ,�� SECTION „�,� ( I r I m m y d i u u u a I 4 1 I L T 25. °.w+ wa ''.....GREENHOUSE".....'', rv. a U a a I� b . /a a d -- ti E � 9 � , EENHOUS CONTAINING IN ALL 7.18 ACRES OF LAND BEING MORE OR LESS. � GR GREENHOUSE %a � � � a G ... GREENHOUSE � �� „� `"•, � � / � a a m � � a II a a USE `. GREENHO V a% t / U a a a a W' 0. A m a L / I w a W" 1 a a a a � a % W III' U � + i w, i 4" rh a a i w U 1 � 1 m � m;. � I u V •, u u � I I a r••o C 1 0 I q � I [ti / A a ail p a a a a l 1 i `►�� GARAGE .., GRAVEL '�, . " �' "d ...• � '"" / � W Pp w ,air _ ROCL(S'"•,1 .III .��. � SHED _- a.��m --- o, � w � - a a " °° `� `:: ____ �,N ^. ,•„' NOTES CORRESPONDING TO TITLE COMMITMENT. wr u a W ,. w `----------- GRAVEL / r WI'h ... / \ 0 % 1 " "^,, rya p N0 TITLE REPORT HAS BEEN RELIEVED TO DATE J'1 N a "m�^w /// GRAVEL ." " , I, !�"I "I � ~ ^m" \ �^,,,," . ^'aa � ""� 302 _. «au ------- "D --------- "" h I �, ROCK w1 --------- m^wr °�," .. a. .. �' e I . •, 1�.". ", „ „ H _ a .a ry a p �N a i 1 I G - - B2 a 1 SILL 329. a a m„ V I a V a a +'' u a V f a w ar +1 % """""^w.," LAB � �-um"ry F � �•° p� � d'' M^,�, "a,`r• O TRASH ^,o "`•,•,,," �wnw ^��,"� ENCLOSURE a � „u � 24.•/ LANDS N/F OF FLOOD ZONE NOTE: a I + a a u IAH BURKE THOMAS & JEREM a ( a a HOUSE '"'"".'... GREEN u a a u . GREENHOUSE '. � 1 GRAVEL a � w .•ortld4t,+r~N,ww� �� 10 a a pl .'.. GREENHOUSE . °... GREENHOUSE ... ... GREENHOUSE .'. °.. GREENHOUSE .,.., o .. � ,� .,..... ^,,, " cDNCREJE iI�"^ Iw�� ", ` .::,'p":.. ``� BK. 1422 PG. 158 alaa a ( a a �" warp,„ Aq PROPERTY SHOWN DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA "SFHA" AS SECTION 303.16 BLOCK 1 LOT 1.2 ( ) aS' •,,VI � � , 1 ,+' ^",, ••• ," a DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, THE PROPERTY LIES WITHIN ZONE a p N a iW p 1 9 i i •, p r,i d„.0 1 ,... C AREAS AREAS OF MINIMAL FLOODING NO SHADIN AS SHOWN ON THE FLOOD INSURANCE • ASPHALT a a ( a U u F HELD RATE MAP IDENTIFIED COMMUNITY PANEL NUMBER 360879 0029 B PANEL 29 OF 35 OF THE 7 STORY BUILDING w 3 \ ua ! .w 1 " a I d o 1 �". � � w^ r „„ ,,,•.• ,,, ,, QUEENSBURY WARREN COUNTY, N.Y., BEARING AN EFFECTIVE DATE OF JULY 16, 1984. X a ( W 1 1 Y"�, d I u1":d,n aura' w ,,,,, N rsrr a ^ �h✓•"."., �p d. a W a V flfl 3 N' ✓ �", , r' iuuw CLEARANCE a t p • .Wrr' \� 1 s �„ '". SIGN N a a W r�, r ASPHALT uu W I ry � \ \ n, '�, 10 n Y0. N V' d it I \ gg 'ryry gg y I k N R a a I q Q•8 \"n W ^II 1 N 2 a S^r W a t t CONCRETE f a 1 a MAP REFERENCES: a a a h C S: 1 u W I % ` o WI a �^ p �N I II. .� d .o I II 1 a• � ry a s a t a u .p � w ��u a ,u SHED a I .. w' V ,� ( IN a � \ „� „., v I � � "„`,w� .•� w a,.rr.a `��"•,„,� ...., .w, 0'�I' "^ .. .� %,. �Jyn�>�/P^ "`" � °µ� E, 1. 'QUAKER RIDGE COMMERCIAL PLAZA." PREPARED BY tl X `w a EDGE OF WOODS NG 55 T LA V a w % CHA/N L/NK FENC �m��n ","� gym`"m�� "p � O •°°°",p. „•.• �' P dr+L' a \ • � _ �.. `� E1��. � ��I � u,�,,,,uu„� ,,,,,,,� ww �, o u t� ,� �, A BERGMAN ASSOCIATES, DATED JANUARY 23, 2009, REVISED "�� %i� ,„.,�µ ,�"..., �~.»., 9 V i ��, 1 w' » r �" 4 �.LuLuwm .�u�wr awn � w EDG � / ., ,i 12•' � " �• oil"'°' ' .:. � �"'rw�� *rru�r � � EOFWDODS p L____ ,uw. � w� ��S -�� '^ ' � SEPTEMBER 11 2009 AND FILED IN THE WARREN COUNTY ,. .. .�..� ^ .... .�... �� --------- ry �� INrERCDMM " �!. " " " �, pm. _ .�-. ,�� r CLERKS OFFICE OCTOBER 2 2009 AS PLAT C 143. lPF � °'^w'•50.�0` ..�� lPF `--J30- ` ` � .... � 2'S'000', .... dw..... .... ..•.... CHAIN LINK FENCE .' ^� ^ � ....,-"'.;.': "mN�" �, "wW a ry " " "" "^, �, ,+�, .�...�. I. .„. ..�•.. - _ MENU Ldld H " a \ \ Y' �� T...•. �3�p` � � ` ____ 1�w !,� , Ira\ � wM \ � ,� a L I ,,9E.7' LA �",,,,�� 12° nmrvINC.." ASPHALT a s � � 2. 'SUBDIVISION PLAN OF LANDS OF BINLEY FLORIST, INC tl 1 CONCRETE " �"";dawr" � " u.. �„ �.,. w µw ;, \ i,an RdP" \ ,r �, gar p PREPARED BY AUSFELD & WALDRUFF LAND SURVEYORS DATED m i* ii'""u;-'" �� o,d•r°, .•• � I Ida „. o "p. ", V•ww w"�w � .�� ,, .. ,, „ •••, � •� � w .••.•. po �,. " [y�\` ° .w^�„f � • ASPHALT m^m ^ "w, 1h ••••" � r r rr - ,� .„," a \ �,, p 12 i„, ,,. „p ,,,,rr OCTOBER 27, 2022, REVISED OCTOBER 7, 2023 AND FILED IN LANDS N/F OF I �IW$ % "rr. � ��. ..a �� ^ �''" � � % � ^ r u ""II....................... N'� • .N ,��o � GREENHOUSE -,,.� � ,,. w,,:,,",'N ^• , ^ „^ / `� �„ ."„, �. ,r / THE WARREN COUNTY CLERKS OFFICE AS PLAT D #56 ESTATE I la�, % ��r..� � ��°,� � �� r��,� ^^ �^',` ,, '° � � ...�., ��, " " ,I^ „^ .• �I�" �„� I i �`„-. + ', �� .� o [tip' � '•, 7 WALMART REAL ES � � N r" d NE S TRUST % ,• � � °,, .� o ,,�^ - � �' �,.�..... \ ,., � �� c �� , DEED REFERENCES. BK. 4001, PG. 7 I ��"''"' %� X� � Nc 5J 2 ,. ��+„�"+�' ;•� �.�_ ti ^� )\ a ' .... 1� '� �,, .'„ \ �� .n,r� " � y, s '�� Ira +��.�� SECTION 303.15 BLOCK 1 I III �'� mE,sros�-�-� -- ... I .. dw EFEN X .N,, LA V SILL=J2. "�� 0 749� � ` � III Lw�pL, o,"� �� / '!i� GRAVEL ^„� CE � .,u 1?" •"M"„4d' „mI � /, a y' �/„. • 1. BINLEY FLORIST, INC. TO EAST HURON STREET LLC, DATED LOT 25.1 � ASPHALT " � r. P .... ...• m " ".• ,,• � ,, " W TACO BELL , " Im FEBRUARY 2, 2023 AND RECORDED IN THE WARREN COUNTY 1 0 ASPHALT .l�f�HELOJ CLERKS OFFICE IN DEED BOOK 6760 AT PAGE 48. l" I STORY BUILD/NG II. �'" "'r, IRIP W ASPHALT �� C a a 1 I ASPHALT """w .n� �P u I LANDS N/F OF � R� I "�" a � � '"`- SILL=327.49: "oy w rvwr, i, CONCRETE r uuu COMMUNITY WORKSHOP RESOURCES CORP. �I�� ( ( � ,,, TRELLIS �� ""'�� "'"� ��"� � ��, � m " � ," IICI� IIIIIIIIIIIIIII / a , � I BK. 681 PG. 773 � � � "^'", ," a'�� r�,,,,r ASPHALT ^'�✓ � ��p 1u°1"�""� � � ,,, " ASPHALT � �W �IY r � � 11111E SECTION 30 681 BLOCK 1 LOT 26 a ASPHALT / RIP I � � N4 ` " TAX PARCEL NUMBER: a �- CRAP o L��G� ^h� �w• a �� .,�%,` SILL 327.49 �� i i ry � �'° ��P � .s�� s.dHL'�� i , "„_ • � ••,� .� Ip��" ^' TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK 1111,'5t�'3 �'�i'ES ;"," ��',� � 1' �� r W'�°vr,+" /s ;ld ��ti� > / ��, � '` .... SEC. 303.15 - BILK. 1 - PARCEL 27 °a ``�'AP25 .•''�� a ASPHALT U4iL 1� Na L , ASPHALT iw uuuuu uuuuuum '"Y^ uv„I N R'a"tl;+ / uuuV4^"luuuuuuu , ' �"� �}� PAt�CLIDN w ��r'" aiw ASP LT " "„, � �� 5`✓ `�' i'��a� NYJ 19 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �� • ASPHALT ^ SHED �� ASPHALT RlP� �T ••,,, � / -n T r � „""' Ned i „� I� !^ �...N �"L""~�"�„" „".• ..., ,_.w.w,liw � "Q Ir° NGSJp 1 ZA ^ m " \\ �} .% •.ddN4 „// �\� r7, I "m I I „„ .... „„ �"L ra " „,M„rrr ^"° \ JJ ,•,• , �"'^, � S ,,,, u a i GRAVEL , x� W ..� �- ...•..• � �.. .... ",,„„" i / a uu w r„ \ i �a"CONCRETE '.....'`...'`...',...'.. SEPTIC TANK '� N 4�p �•„d;aM�" i' ",'000 NYT 195 ,," a� a , � � � ��,.. ,,w., •mw L ,,. ., ...... -... _ �'...;�� . SEPTIC AREA SILL-J29.59 I W PAVERS u '„„ . / �' u ASPHALT � C �'` •• -� ,, 1 STORY BUILDING " u ' a � .� CERTIFICATION: 'N� II � N ^ fl / � I '` ' THIS IS TO CERTIFY TO EAST HURON STREET LLC, THAT THIS MAP OR PLAT AND THE q 'h' 1 STORY BUILDING / a" w IeJ".., V / SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "2021 MINIMUM W' I SILL=J29.67 L " / �' STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS," JOINTLY a aql; _ -1 w � � � F„ T i'� ESTABLISHED AND ADOPTED BY ALTA AND NSPS. THE FIELD WORK WAS WAS COMPLETED IN o° o ° �� '� �� / � JULY, 2022 AND THE AS-BUILT SURVEY COMPLETED NOVEMBER 24, 2023. � '' , SILL 329.66 � " " a I ^y4 ..� .... o w .., .','e�, 65 Z �o � ar CONCRETE � ••. � �• � � o ,�� I.I 24wu'% I' �'�o� �IN_,..� .., .,.•.i ..� � - I PROFANE " p� " /5P/'// ►��1 / SANK 4 / ^ PROPAN � I:, � � SIGNED: DECEMBER 4, 2023 � � , ', I� DATE• TANK O � I GRAVEL / OLD ---------- -- ---- --------------------- I � I i � t�,�" cas Q N.Y.S. REGISTRATION N0. 049597 � I i � TANK a"��" ''� '� o��^'^ °^ 7"LLdu"�"'^^0' .� ,�i CAP ,""��° "•.aWw^•• "';;'�I;'%I^'^ � CONCRETE on ASPHALT nu ai"•• '%"^'^/ j i II CONCRETE ........., .....•..,.„.°'• °'"^„ �2rr r I �18u I " � 355 I�IX AVENUE, I TRAN ^ ^yam�,= ;Lw"m � T�o"ry•.. 9, 23�?2`� %�,qµ LANQSCAPED AREA CON,' MON s CONC � 4��CR � _ � r -,- -- --- .....--- .... tl� .... -, .... -��,.. - �. .;,,� �..� ,I�" � I^�� ..,,� ... � '.�.. 5,�, ,� � TA/NSPS LAND TITLE AS-BUILT pF NEW ------- CIRF ..... Wid "rrFd .... erVL .... crE' d,P. .W,,H... ...o,,L,rI ..N,,dL ....h,,E ....WL, dwL' �• CIRF „y,.. .,.ww trill"............. . NG 91 TS SURVEY �� LANDS ll�� G N� P. o'�''� -2VZ 17 a P� ' EAST HURON 0ON STREET LLC \� �Q � O I ASPHALT w,',N � a �LANDSCAPED , ' ...�Ll 254 W .,�._. " NO 94 cl�O excs�s�oe �J� a a N id 1.it F° P.,,.. ''" VZ 17S a X - X - O > TOWN OF QUEENSBURY WARREN COUNTY, N.Y. A 49597 a a s a SPLIT RAL FENCE X X W i" + ""^°" Lu R�FESS I ,•. AREA � ^9'Lr X X At 30 0 30 SCALE: V=30' NOVEMBER 27, 2023 +� " �" •. % � .... d ."� w ;+ :�'., ...�� r.... i LANDS ��'�ar ...w w .., ,w"L,w m• ..� yw L DRAWN BY: KCW PROJECT NO:23-3591 �a d SCALE IN FEET N , Q �� ®A D AUSFELi� & WALORUFF LAND SURVEYORS LLP VINCENT P.AUSFELD P.L.S. gym„ d , ;I' N V 1"=30' 323 CLINTON STREET, SCHENECTADY NY LICENSE 4049597 PHONE : (518) 346-1595 FAX:(518)770-1655 www.awlsllp.com Drawing Name: Z:\PROJECTS\2023\23-3591\dwg\23-3591-BM.dwg Xref's Attached: Date Printed: Dec 11, 2023, 4:02pm GREENHOUSE - - - - GREENHOUSE OREENHOUSE GREENHOUSE GREENHOUSE o' GREENHOUSE I LEGEND: /.8 ■ CATCH BASIN N10 HYDRANT /o b LIGHT POLE SIN O SANITARY MANHOLE - Aw STORM MANHOLE .^ '' "'`/- • --- elw O ELECTRIC MANHOLE ^;�% ;, ,`; �;,� ;--- MATCHUNE_tlllll� `— , , MATCH. , •/I�y� o' WATER VALVE SE£ INSERT '%,— — :— SEE INSERT ftELECTRIC p�Ip ❑ TELEPHONE PEDESTAL BOX rRMx ELECTRIC TRANSFORMERUTILITY POLE1Z0TELEPHONE MANHOLE iTRAFFIC CONTROL BOX 1OTRAFFIC SIGNAL POLE 1 `\ / / co `p — G — GAS LINE e/ tl / e�i / \ \ L ®6 — S — SANITARY LINE % % % / / co \ \ t — ST — STORM LINE — W — WATER LINE — 7 — TELEPHONE LINE — W — OVERHEAD WIRES + J57.82 SPOT ELEVATION CRF 0 CAPPED IRON ROD FOUND 1 r L l ff O IRON ROD FOUND ff 0 IRON PIPE FOUND ! t LL J' l 1 LL ,t /� C/ M LANDSCAPED AREA ROo ROOF DRAIN j I! SB A SOIL BORING l!W ° MONITORING WELL GW 0 GAS MARKER POST , I UttUTY F.ASM \\ I JV o ELECTRIC METER / ;l / 1 A,� �I . - CDWAI , � No 39.349 ¢S F7 -;-sl 1 GMc GAS METER L7 11 1r '/i t� rSS, v - s !t 11 S I ` SNfO I I I ti� I I I I t I LANDS N/F OF 11 1i I I WALMART REAL ESTATE I BUSINESS TRUST BK. 4001, PG. 7 SECTION 303.15 BLOCK 1ANN I / LOT 25.1 i I j j j j I 1 t GREENHOUSE GREENHOUSE 1 GREENHOUSE � e CREfNflO!/SE GREENHOUSE Illlrl � I I llll r I Il! llll � tl,t/i ii/t ' / - ---- ------------------ --------------- LANDS N/F OF COUNTY OF WARREN \ BK. 1181, PG. 15 \\ SECTION 303.16 \\\ BLOCK 1 LOT 2 LANDS N/F OF WILLIAM LIA BK. 5024, PG. 209 SECTION 303.16 BLOCK 1 LOT 1.1 LANDS N/F OF WALMART REAL ESTATE BUSINESS TRUST BK. 4001, PG. 7 SECTION 303.15 BLOCK 1 LOT 25.1 4� GENERAL NOTES: 0 tO U4TCHlINE — #ATOM INE tv- L� LANDS N/F OF INSERT WILLIAM LIA BK. 5024, PG. 209 SECTION 303.16 BLOCK 1 LOT 1.1 i � r t I GARAGE `\s+ld`_lA .,6,• ORWE i ill it i i i i - omilz \� \\\ Jtr ;/ r ri I 1 lli II 1 lei ��i 1 I fill j l 1 1 ! 11 I�iil i � it 1 I T----- _ p`� -- I --ur-==—�_-L ------------------ \\ s�'eti a QJ � �`• 1 111 •✓jam. ,- ,� �� i i l NORTH IS ORIENTED TO MAP REFERENCE NO. 1 VERTICAL DATUM IS NAVD 88 ESTABLISHED BY GPS OBSERVATION AT THE TIME OF SURVEY. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. SURVEYED FROM RECORD DESCRIPTION AND AS IN POSSESSION. SUBJECT TO COVENANTS, EASEMENTS, RESTRICTIONS, CONDITIONS AND AGREEMENTS OF RECORD. SURVEY SUBJECT TO ANY RIGHT, TITLE OR INTEREST THE PUBLIC MAY HAVE FOR HIGHWAY USE. SURVEY SHOWN IS SUBJECT TO ANY SUBSURFACE CONDITIONS THAT MAY EXIST, IF ANY. UNDERGROUND FACILITIES AND STRUCTURES SHOWN HEREON WERE TAKEN FROM DATA OBTAINED FROM PREVIOUS MAPS AND RECORD DRAWINGS. ALL ABOVE GROUND STRUCTURES AND SURFACE FEATURES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY UNLESS OTHERWISE NOTED. THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH ARE NOT KNOWN OR CERTIFIED BY THE UNDERSIGNED. THE SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES. THE UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION MUST BE NOTIFIED PRIOR TO CONDUCTING TEST BORINGS, EXCAVATION AND CONSTRUCTION. ° m 1 tj `6�`\ -' p / LANDS N/F OF / , b\\\\+, 1 \ THOMAS & JEREMIAH BURKE \ J ®�\\\ fro" BK. 1422, PG. 158 (�R aays) \ ,, i `\\ \\ � � I � \ems SECTION 303.16 BLOCK 1 LOT 1.2 \ \ ✓ LP \ ASp r j \ 3�' I S70RY8MILDING � t^ / \\ c� ` �\\\ 6zPF(NElto) \ � i LffA4ANCf �� t �:' . \ + Je" \J�s / LOT I / o� _'�' 1 / J" `. i AREA: 1.35ACRES / �i,�� t1 I AS%YI9tT - M r' j LP 15' \\\ \ \ / J J i 1 -/- CGWCRf7L' � i 10 _ o p"t I \k, \ I I ..4,_, y x ,_5\ `\\ J \\ T 1\ \�•-� \ \� ,•33 ACSJ� 3/ 9y j'L U ,, �\ � \\ \\ \ �\ `.,\ �� '� �[YNMLd19Y \ ! ,. , // �''.� h / o, \\ I I L\ \ \ \ �•,\`�\ \� `�2a 11-`\ `1.�'� \ \ •T.=j .. \....,.F_._..N4�.5�49"- (/V (/7%Yc.- -X-�p��+ X A -. X .., /Pf 'J�,1— — — — — — — — _... 250.00`---dTJ---------- - -- L.Ym LANY fLw --fit ,� �,NilWl sK7TGW �---- \ _ ----- I ---- J U ` ( i \\\ \ \\\ \\ j _" — -'m- — \ c9off/£ co 3'+liL ASPIgLT 11� \\ AF\ >t zzJ 1 �, \ oflfdnav Lt4SN + g may I �.� s A -Mr 7F=J17.5,.% ,SM \ LANDS N/F OF GR££AwousE �`\ ¢°32p�„ 4, -- WALMART REAL ESTATE j 1 / 1 � � cty , \ / 89, f6, \ BUSINESS TRUST I y v v v v �v t I. x _ - �4i' LL ' `�_-%� , G�- �J 5 `.. o .� '� \\ �\\ \ � K�-J209,'�,�r[I' `�✓\ �� / BK. 4001, PG. 7 I x i \ - \ SECTION 303.15 BLOCK 1 i Js 0.9 / LOT 25.1 I x I omkE�. t ++ a"-328--- _ 32 \\ l/ A�Ll41T 'AC0 BELL' ASPfNLT \ � j isJ1 \\\ \ mar , \ 1 STORY BUILDING`; ,1 \ti \�C_ �14e- LANDS N/F OF COMMUNITY WORKSHOP RESOURCES CORP. "'` BK. 681, PG. 773 SECTION 303.15 BLOCK 1 LOT 26 I 1 t I I I I 1 I 1 I I 1 I MON---'---�-!----------------------------- ----- ---------- --------------------------------- ---. ----------- C/Rf AU^ 9, 7,22 AM1l:J24.8 '\ I LPI r 1 �+ 1 I � _ am I // f ASParAr A9`tXT I. 0 a LOT2., \�\ \\ ssLL=r2� ti1 10VLIE // *�� /_sr 1 vv wso� lAREA: S.83ACRES \ �� v L I ��\ 01' i � ' , (PERp ) ,)ti`' � 1p / I 4P/f41T r \AV 50 l'cy A0T 19 11 Is PA 4Y l T \ '� , '7F=JZ62 ALL=ZJ.2 \x/ °,� �190 , \ ASMl4LT L' �VFI ` \\ ASPIfC(r ��/ , � tl 1 arr=azaT. \ \ ✓ I !s Aj I � ' \ ! �.StP7R' TiWK ar 1 1 \Vl qy \\�'a .Pf' ,� �. � CV Il lb SILL=JZ9.59 ®\ SPX Ai 154 I i t' PAl2RST ~I I A9mr 1 ` 1 STORY BUILDING � Jcs' -� roc -� 1 t I 1 STORY BUILDING t 3.8' SQL=J29.s ` i .� ��, '� svLL=J29.ss •T4 1 � o � � X � + fhW 0110 6 AW �m �ceatzl AW CAP cmvWN 19 � AMT GYNK'REIE m r -J28------_--.\_-.328 __. , I ---J28- r - N44°42'O8"W 23524' yLAAa7S�PEDAREA Cow p_ _ -• __.. __ CJRF ' 17 .321i -___—� oN•----- 254 1 I 6` � AV 1N75' I aw c4Vk. j 1 MT RNL f1w Qj 1 A ® 26J 1, I I x x— —x— x X x 30 0 30 �"./ I �— . T 1�T LAM9SCNPEOAfFA _ _ T 1, IN _ ' �rT J25.9 SCALE_ IN FEET INV=J24. .-'- - --3?7- - dt O)-JZdB QUAKER ROAD 1Mq'fJ=J2J8 0"3 o PROJECT LOCATION t 4 1 r- mx ` a t I - A I I 1 6. 1 � A N li +1 'rleld �' •R`�diol` - � 4 �.`I3 1 :C�. _e,-.. =:.: 3 m TowerIle \ • � �:.. 1 I GLENS v_II I it �• b� :•bra am1'+ 'r.', iv Yard 79� x ALLS. �14 Li � � S r �Nc <' ' Cl �X 1 r SITE LOCATION PLAN: 1 "=2000' LEGAL DESCRIPTION - OVERALL PARCEL: ALL THAT TRACT OF PARCEL OF LAND, SITUATE IN THE TOWN OF QUEENSBURY, COUNTY OF WARREN AND STATE OF NEW YORK, BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT LOCATED AT THE INTERSECTION FORMED BY THE NORTHEASTERLY LINE OF QUAKER ROAD WITH THE NORTHERLY LINE OF DIX AVENUE; THENCE FROM SAID POINT OF BEGINNING AND ALONG SAID QUAKER ROAD, NORTH 44'42'08" WEST, 235.24 FEET TO A POINT; THENCE ALONG THE LANDS NOW OR FORMERLY OF COMMUNITY WORKSHOP RESOURCES CORP. (BOOK 681, PAGE 773, NORTH 51'14'11" EAST, 300.00 FEET TO A POINT; THENCE CONTINUING ALONG THE AFORESAID LANDS OF COMMUNITY WORKSHOP RESOURCES CORP. AND THE LANDS NOW OR FORMERLY OF WALMART REAL ESTATE BUSINESS TRUST (BOOK 4001, PAGE 7), NORTH 43'36'49" WEST, 300.00 FEET TO A POINT; THENCE CONTINUING ALONG THE AFORESAID LANDS OF WALMART REAL ESTATE BUSINESS TRUST, NORTH 51'14'11"EAST, 518.04 FEET TO A POINT; THENCE ALONG THE LANDS NOW OR FORMERLY OF WILLIAM LIA (BOOK 5024, PAGE 209) AND CONTINUING ALONG THE LANDS NOW OR FORMERLY OF THOMAS & JEREMIAH BURKE (BOOK 1422, PAGE 158), THE FOLLOWING FIVE COURSES: 1) SOUTH 07'18'13" EAST, 186.90 FEET TO A POINT; 2) SOUTH 07'01'23°EAST, 58.66 FEET TO A POINT; 3) SOUTH 06'36'36" EAST, 261.46 FEET TO A CAPPED IRON ROD FOUND; 4) SOUTH 08'06'17" EAST, 270.92 FEET TO A CAPPED IRON ROD FOUND AND 5) SOUTH 08'36'32" EAST, 199.63 FEET TO AN IRON ROD FOUND; THENCE ALONG THE AFORESAID NORTH LINE OF DIX AVENUE, NORTH 79'36'39" WEST, 401.13 FEET TO THE POINT OR PLACE OF BEGINNING. CONTAINING IN ALL 7.18 ACRES OF LAND BEING MORE OR LESS. NOTES CORRESPONDING TO TITLE COMMITMENT - NO TITLE REPORT HAS BEEN RECIEVED TO DATE FLOOD ZONE NOTE: PROPERTY SHOWN DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA ("SFHA") AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY; THE PROPERTY LIES WITHIN ZONE "C", AREAS AREAS OF MINIMAL FLOODING (NO SHADING), AS SHOWN ON THE FLOOD INSURANCE RATE MAP IDENTIFIED COMMUNITY PANEL NUMBER 360879 0029 B, PANEL 29 OF 35, OF THE TOWN OF QUEENSBURY WARREN COUNTY, N.Y., BEARING AN EFFECTIVE DATE OF JULY 16, 1984. MAP REFERENCES: 1. "QUAKER RIDGE COMMERCIAL PLAZA." PREPARED BY BERGMAN ASSOCIATES, DATED JANUARY 23, 2009, REVISED SEPTEMBER 11, 2009 AND FILED IN THE WARREN COUNTY CLERKS OFFICE OCTOBER 2, 2009 AS PLAT C #143 2. "SUBDIVISION PLAN OF LANDS OF BINLEY FLORIST, INC.." PREPARED BY AUSFELD & WALDRUFF LAND SURVEYORS, DATED. OCTOBER 27, 2022, REVISED OCTOBER 7, 2023 AND FILED IN l THE WARREN COUNTY CLERKS OFFICE AS PLAT D #56 DEED REFERENCES: _ 1. BINLEY FLORIST, INC. TO EAST HURON STREET LLC, DATED FEBRUARY 2, 2023 AND RECORDED IN THE WARREN COUNTYo P t, s L! t • " 1'aS CLERKS OFFICE IN DEED BOOK 6760 AT PAGE 48. ECiv'` IhL1j TAX PARCEL NUMBER: TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK SEC. 303.15 - BLK. 1 - PARCEL 27 FINAL SURVEY CERTIFICATION: THIS IS TO CERTIFY TO EAST HURON STREET LLC, THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS. THE FIELD WORK WAS WAS COMPLETED IN JULY, 2022 AND THE AS -BUILT SURVEY COMPLETED NOVEMBER 24, 2023. SIGNED: --- _VDECEMBER 4, 2023 -- ---- DATE:--------------------- N.Y.S. REGISTRATION NO. 049597 Cc - © 2,,� i 355 DIX AVENUE ALTA/NSPS LAND TITLE AS -BUILT �P�� OF P"q� yo SURVEY' OF THE LANDS OF hG� � EAST HURON STREET LLC � o 0 w F JA TOWN OF QUEENSBURY WARREN COUNTY, N.Y. a o Lu �OF tJP� SCALE: 1"-30' NOVEMBER 27, 2023 ESS 10 DRAWN BY: KCW PROJECT NO: 23-3591 AUSFELD & WALDRUFF LAND SURVEYORS LLP VINCENT P. AUSFELD P.L.S. 323 CLINTON STREET, SCHENECTADY NY LICENSE"0d9587 PHONE: (518) 346-1595 FAX:(518)770-1655 www.awisilp.com Drawing Name: 7-\PROJECTS\2023\23-3591\dwg\23-3591-BM.dwg Xrefe Attadted: LEGEND: ra4 CATCH BASIN NID 0 HYDRANT Lp 8 LIGHT POLE sO SANITARY MANHOLE ow! O STORM MANHOLE E10f O ELECTRIC MANHOLE Nr N WATER VALVE pm o TELEPHONE PEDESTAL E79f ELECTRIC BOX sz. We. [] ELECTRIC TRANSFORMER v UTILITY POLE > O TELEPHONE MANHOLE r cm TRAFFIC CONTROL BOX 75F O TRAFFIC SIGNAL POLE - o - GAS LINE - S - SANITARY LINE - Sr - STORM LINE - W - WATER LINE - T - TELEPHONE LINE -0- OVERHEAD WIRES + B7..82 SPOT ELEVATION mr O CAPPED IRON ROD FOUND AF C! IRON ROD FOUND Pr O IRON PIPE FOUND LA LANDSCAPED AREA Roo ROOF DRAIN SB 0 SOIL BORING Mir 0 MONITORING WELL OAK 0 GAS MARKER POST LAl o ELECTRIC METER 6Y m GAS METER I cma m -----$----- #ATOM INE � -- l� NX �,--`' - _ MATMIN£ SEE INSERT ,, •-�- - - -� -- ;--_ - 4/ rw SEE INSERT 1 1 I I I I I I \\ I I ,33 - \ i � b t ,(I�IN co r 11 (.` lL 11 / / ♦ i r l v ` 1 '�'� �' � � � � it , //' � ♦ ♦ cv 1 v / v � 1 � co s 1 117171 ' - ,r llil`I�I � I ' I i 1 `♦tea' I0`4I I LANDS N/F OF II I I WALMART REAL ESTATE ``��`I♦ BUSINESS TRUST (i BK. 4001, PG. 7 SECTION 303.15 BLOCK 1 I I 1 1 �`♦`'�" LOT 25.1 i l i i i i i t GREENHOUSE GREENHOUSE GREENHOUSE GREENHOUSE ' GR EENHOUSE ♦j� I I i II r IIIItr� 'I ♦, III IfI LANDS N/F OF WILLIAM LIA BK. 5024, PG. 209 SECTION 303.16 BLOCK 1 LOT 1.1 LANDS N/F OF COUNTY OF WARREN BK. 1181, PG. 15 SECTION 303.16 BLOCK 1 LOT 2 LANDS N/F OF WILLIAM LIA BK. 5024, PG. 209 SECTION 303.16 BLOCK 1 LOT 1.1 LANDS N/F OF WALMART REAL ESTATE BUSINESS TRUST BK. 4001, PG. 7 SECTION 303.15 BLOCK 1 LOT 25.1 MATCHL/NE - � � r 'ri , MATCHLINE ypWs / - INSERT sT I � s (mil \ s 1 i � s1 / GARAGE I I I /If/r •. �� t 4 - a 1 �� I I l 1 1 1 I ♦ 11 y� �,i� Mks• � � s� � ' i ', ♦ i /' \ ♦ \ 11 6PAIE I �_ i / s i rl l 11 r _ ' llllrl lJl — Q ------ -- _ , I I I t l I - SM- \ � ----- 1 � O �^ \ 1 / N _ Yk, ------------- - I \i\ �r�,.v; ____,� =--=:.-L_-------- a91iFL x�\ ` --------- cv - ------ I _ / / _ / \ 1 I I I I I I - \ 1 '" �� ` SKL=J19.82 I I I I I flpf I f I; I I I� i i i �"_'--JJr—' I \� ' 1 �✓ `_ / r I \ ;^.WA I i I (I i 1 i ti O LL �c a >aasy 9\ey✓\ -_ ,'p `\� LANDS N/F OF I I I I I i 14 GREENHOUSE GREENHOUSE GREENHOUSE GREENHOUSE GREENHOUSE /' awe % l I �� ! � � / O ' � ` + \ I GREENHOUSE \ + THOMAS & JEREMIAH BURKE I I I I I I I I L SwrA,41' s � 10• i I f W / ra?xaw BK. 1422, PG. 158 I c SECTION 303.16 BLOCK 1 LOT 1.2 LP ! srORr 9unGrLDe M° \\\� Air CNF HED ... \ \ \ 1 I I Z;J it III / LOT] .9 csavrFawNce �1 A, �� v � AREA: L95ACRES r doh 1 `I Amod , yA 14 I I �z �ti„ -- 1 �a," o v k `1` /' _3i5/,/ 11 W5o C Nf7E % / I !\ \\ \ ` ` `l 18' 1 I i I 1 r T - 9k77 _�' 1'' l 'I, fLY,ELFkwx L4 w ' e /', Et�EOFI�S \ I \ 1 \ \ 1 \ 5 9F 50,00' iIPF -db- - - - - - ----- 28f�09'------ ---- t --- - \ \\ \ `\\ `♦\ 4/9'„v lrl--- __ LYLUNLANt' , x � _ - - - - - - - - - - - - -1Jo- -.. - - _------•---- -----JJI-' ' / fW7CN h '\ �\\\ `� `\\ \\� ✓� ,',\,� '_J14,,-,`�l'- _ v t -1r0- - U ' ASP1Nfr111 � - ,. Ca4CRElE )F 7ZJ 1 A V a�rEm LtQS/N LANDS N/F OF N3¢°32' Asmr r?. (----'��g�- I h GREENHOUSE \ / �' yji \�\ WALMART REAL ESTATE I � , ° -'�y BUSINESS TRUST x `\� %i ! a Iq. �,\\\'\ ^' BK. 4001, PG. 7 I I 5 S SECTION 303.15 BLOCK 1 i 1B ` s "�---.i24 AS'S3{? U oL/!q 18, t'. LOT 25.1 i 6*Wi \ x 4' qtL=J17 �� \' =J2os GENERAL NOTES: NORTH IS ORIENTED TO MAP REFERENCE NO. 1 VERTICAL DATUM IS NAVD 88 ESTABLISHED BY GPS OBSERVATION AT THE TIME OF SURVEY. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. SURVEYED FROM RECORD DESCRIPTION AND AS IN POSSESSION SUBJECT TO COVENANTS, EASEMENTS, RESTRICTIONS, CONDITIONS AND AGREEMENTS OF RECORD. SURVEY SUBJECT TO ANY RIGHT, TITLE OR INTEREST THE PUBLIC MAY HAVE FOR HIGHWAY USE. SURVEY SHOWN IS SUBJECT TO ANY SUBSURFACE CONDITIONS THAT MAY EXIST, IF ANY. UNDERGROUND FACILITIES AND STRUCTURES SHOWN HEREON WERE TAKEN FROM DATA OBTAINED FROM PREVIOUS MAPS AND RECORD DRAWINGS. ALL ABOVE GROUND STRUCTURES AND SURFACE FEATURES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY UNLESS OTHERWISE NOTED. THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH ARE NOT KNOWN OR CERTIFIED BY THE UNDERSIGNED. THE SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES. THE UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION MUST BE NOTIFIED PRIOR TO CONDUCTING TEST BORINGS, EXCAVATION AND CONSTRUCTION. I I i I I 1 I I I I --------------------------Y------ cw AG 91 YI 17-2 I )rawing Name: Z•\PROJECTS\2023\23-3591\dwg\23-3591-BM.dwg LANDS N/F OF COMMUNITY WORKSHOP RESOURCES CORP. BK. 681, PG. 773 SECTION 303.15 BLOCK 1 LOT 26 - - - - - - - - - - - - - - - - - - - - - - ------ /N4J248 r_ ASP/.Wr ` J18---'---- �, . =a As�rucr • 7ACO BELL " vv I \ r P�1 J STORY BUl1D/NC. b cawmiF ASPF19Cl �\ ay i 'C�\ \ ��CONCRE7E L / i 11 ASPraur 1 v� - � �c ' / q / � I AsolLALr Asr�Lr , ! ° LOT2 ` \ I r SnL=,.i27. 91 W D?LINE AREA: 5.83ACRES ' 5 �= \ r ' L v 1 i A.WMED LOCH OF- ISP \ UWERGR04W EY LAYE / / \ / RF gyp, i 5 I ASPHALT ASPLULr \ mrw f ; I ASPH4r If=J282 v ,= ,�/ ,3 Q+ I ASPAT srLEo i 7 \ aSHAALr �905 w, � , 1 V ; �% -our=az,�✓ ,/ \� '`kw' ,' � ,�� "� 041 SIP7K'TANK LohCRflE ----J?9--- '66.2, f ' - .,` `\ S/CL=J29.59 •- � �1 .0 SIPW AMA ASPIl41T f `. J STORY BUILDING 1 I 3e' J STORY BUILDING lot' S/!L=J29.s! r + 1{ i 11 S SYU=329.66 N` $9.9' COA'CRE7F TAW P,fl7PAN o OLO TANK GE4YF1 1 I \ �,. X'�^' LPC3 auTAW LS I Gt7 Amr 0 18' _. M44°42'08"T47 235.24' i bgCSOMMWM l LP a+ ,' r.311-`\ Q �f >f=J7 a"-"'--cry-•----.ar__.._--- AW Id 1 av-.----,__,- 250 \ i - ✓ AC 94 I INVtJ�5. I . F t I 1� X SPLIrXRVL fEA�'E X- X X X _ 0 ` [gym ANFA 30 0 T---30 3T 18• CMP / 18' CMP \ - r-_ = s� =fir _ _ _ r---5r __. -..- _..�;.u'�. T ----- - PB"CMP �J' _321 ` J47- CB -'"'------3?7- � T-j_ j_��'r.-jam_ Tf-3159 AN�J24. Q�JL"��L ER ROAD z YJ-J216 J218 ` 91 SCALE IN FEET ,� \ 1'=30' ;t PROJECT r }s i • �� n ; R LOCATION t I . Fwld �I�.1 j� yi lJL1.VJ _i' 49, Junk Y�icifAl 5 �` i ■ ' j �' % "a,i;`za� NS -Far �s: % r = su vs, Tart , �r � i ^ SITE LOCATION PLAN: 1 "=2000' LEGAL DESCRIPTION - OVERALL PARCEL: ALL THAT TRACT OF PARCEL OF LAND, SITUATE IN THE TOWN OF QUEENSBURY, COUNTY OF WARREN AND STATE OF NEW YORK, BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT LOCATED AT THE INTERSECTION FORMED BY THE NORTHEASTERLY LINE OF QUAKER ROAD WITH THE NORTHERLY LINE OF DIX AVENUE; THENCE FROM SAID POINT OF BEGINNING AND ALONG SAID QUAKER ROAD, NORTH 44-42-08" WEST, 235.24 FEET TO A POINT; THENCE ALONG THE LANDS NOW OR FORMERLY OF COMMUNITY WORKSHOP RESOURCES CORP. (BOOK 681, PAGE 773, NORTH 51'14'11" EAST, 300.00 FEET TO A POINT; THENCE CONTINUING ALONG THE AFORESAID LANDS OF COMMUNITY WORKSHOP RESOURCES CORP. AND THE LANDS NOW OR FORMERLY OF WALMART REAL ESTATE BUSINESS TRUST (BOOK 4001, PAGE 7), NORTH 43-36'49" WEST, 300.00 FEET TO A POINT; THENCE CONTINUING ALONG THE AFORESAID LANDS OF WALMART REAL ESTATE BUSINESS TRUST, NORTH 51'14'11"EAST, 518.04 FEET TO A POINT; THENCE ALONG THE LANDS NOW OR FORMERLY OF WILLIAM LIA (BOOK 5024, PAGE 209) AND CONTINUING ALONG THE LANDS NOW OR FORMERLY OF THOMAS & JEREMIAH BURKE (BOOK 1422, PAGE 158), THE FOLLOWING FIVE COURSES; 1) SOUTH 07'18'13" EAST, 186.90 FEET TO A POINT; 2) SOUTH 07'01'23"EAST, 58.66 FEET TO A POINT; 3) SOUTH 06'36'36" EAST, 261.46 FEET TO A CAPPED IRON ROD FOUND; 4) SOUTH 08'06'17" EAST, 270.92 FEET TO A CAPPED IRON ROD FOUND AND 5) SOUTH 08'36'32" EAST, 199.63 FEET TO AN IRON ROD FOUND; THENCE ALONG THE AFORESAID NORTH LINE OF DIX AVENUE, NORTH 79'36'39" WEST, 401.13 FEET TO THE POINT OR PLACE OF BEGINNING. CONTAINING IN ALL 7.18 ACRES OF LAND BEING MORE OR LESS. NOTES CORRESPONDING TO TITLE COMMITMENT: NO TITLE REPORT HAS BEEN RECIEVED TO DATE FLOOD ZONE NOTE: PROPERTY SHOWN DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA ("SFHA") AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY; THE PROPERTY LIES WITHIN ZONE "C", AREAS AREAS OF MINIMAL FLOODING (NO SHADING), AS SHOWN ON THE FLOOD INSURANCE RATE MAP IDENTIFIED COMMUNITY PANEL NUMBER 360879 0029 B, PANEL 29 OF 35, OF THE TOWN OF QUEENSBURY WARREN COUNTY, N.Y., BEARING AN EFFECTIVE DATE OF JULY 16, 1984. MAP REFERENCES: 1. "QUAKER RIDGE COMMERCIAL PLAZA." PREPARED BY BERGMAN ASSOCIATES, DATED JANUARY 23, 2009, REVISED SEPTEMBER 11, 2009 AND FILED IN THE WARREN COUNTY CLERKS OFFICE OCTOBER 2, 2009 AS PLAT C #143. 2. "SUBDIVISION PLAN OF LANDS OF BINLEY FLORIST, INC.." PREPARED BY AUSFELD & WALDRUFF LAND SURVEYORS, DATED OCTOBER 27, 2022, REVISED OCTOBER 7, 2023 AND FILED IN THE WARREN COUNTY CLERKS OFFICE AS PLAT D #56 DEED REFERENCES: 1. BINLEY FLORIST, INC. TO EAST HURON STREET LLC, DATED FEBRUARY 2, 2023 AND RECORDED IN THE WARREN COUNTY CLERKS OFFICE IN DEED BOOK 6760 AT PAGE 48. TAX PARCEL NUMBER: TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK SEC. 303.15 - BLK. 1 - PARCEL 27 FINAL SURVEY CERTIFICATION: THIS IS TO CERTIFY TO EAST HURON STREET LLC, THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS. THE FIELD WORK WAS WAS COMPLETED IN JULY, 2022 AND THE AS -BUILT SURVEY COMPLETED NOVEMBER 24, 2023. SIGNED: _ _vw DECEMBER 4 2023 ------ -- ---- DATE:--------------------- N.Y.S. REGISTRATION NO. 049597 CC 355 DIX AVENUE ALTA/NSPS LAND TITLE AS —BUILT SURVEY OF THE LANDS OF EAST HURON STREET LLC O w N w TOWN OF QUEENSBURY WARREN COUNTY, N.Y. x SCALE: 1"=30' NOVEMBER 27, 2023 DRAWN BY: KCW PROJECT NO: 23-3591 AUSFELD & WALDRUFF LAND SURVEYORS LLP VINCENT P. AUSFELD P.L.S. 323 CLINTON STREET, SCHENECTADY NY UCENSE#049597 N♦♦ PHONE: (518) 346-1595 FAX:(518)770-1655 www.awlS11p.00m z er of it ffeT_ .. ., _ .