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CC-0703-2022 Office Use Only ADDITION/ALTERATION PERMIT Permit#:! CC 0`��- 2Q2rL APPLICATION Tom ofQucensbury Permit Fee:$ 25 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensbury.net Invoice Flood Zone? Y 0 Reviewed By: Project Location: ©u4 h L m_ E 9 V [� , Tax Map ID#: Al SubdivisionL,, N PROJECT INFORMATION: QUEENSBURY NG&CODES bd iJ0�- TYPE: ❑ Residential Commercial, Proposed Use: ❑ Single-Family ❑ Two-Family ❑ Multi-Family(#of units_) ❑ Townhouse i ❑ Business Office ❑ Retail ❑ Industrial/Warehouse ❑ Garage (#of cars ) ❑ Other(describe ) ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 1st floor: (Cj,1 02. 2nd floor: .2nd floor: 31 floor: 3rd floor: Basement (habitable space): Basement (habitable space):— Total sq ft: Total sq ft: jj, 50 Z. Scope of work to be done: V—r mePyPr-L. 0.64!�Ti & -\/AcOtJ' 1h.1 t22 1 wlnl� rf'klmll BUILDING t� CODES '_J Addition/Alteration Application Revised June 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ �, Y>�015-D 2. Source of Heat(circle one):XGas ❑ Oil ❑ Propane ❑ Solar ❑ Other: I Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application 3. Are there any structures not shown on the plot plan? ❑ YESNO Explain: 4. Are there any easements on the property?RYES ❑ NO SITE INFORMATION: • Is this a corner lot? ❑ YES XNO • Will the grade be changed as a result of the construction? ❑ YES )<NO • What is the water source? ><PUBLIC ❑ PRIVATE.WELL • What type of wastewater system is on the parcel? SEWER ❑ PRIVATE SEPTIC DECL.ARAMON: 1. 1 acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans, additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. 1 certifythat the application, plans and supporting materials are a true and a complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: �HI.t.IC^ C''11V1�' AMC+St-'{a'11 6UAAep. SIGNATURE: DATE: Addition/Alteration Application Revised June 2022 r 4��1 r1 , C CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE!INCLUDE AN EMAIL • Applicant: Name(s): �A�( 1/U��V�t�wt� • �WluauuoTkrl�, t�lo GE ' L51 Mailing Address, C/S/Z: **0 1�. • 9:kXqRI.&IF•E (P,- -yb 0Zo0 Cell Phone: ?? 60-`2' o Land Line: i) Email: J W l Vyl 4M'5P L, l(MMUMO Te(111-2 . GOIM • Primary Owner(s): Name(s): �tzOQGO Mailing Address, C/S/Z: 1**0 L. "020 L&W-F,,IX 160g2 Cell Phone: (f5l"7 Land Line: �) Email: J IN(vv( W5. c 1,Uu 64UW01r V, . cowl ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): 1f0,-17 Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: I) Email: "Workers' Comp documentation must be submitted with this application" • Architect(sVEngi nee r(s): Business Name: LAVuM If E G"C1(-f AKC4rA Contact Name(s): t.,OWA IfE� -wt( Mailing Address, C/S/Z: I1*0 t F,%41 GTdU Rr7 1lueTL H ZGW lbtpW0, K-{ 4-04'I5? Cell Phone: M I -e%0176 Land Line: (81;q 1) &ZA• 37*5 Email: LjoN Irc e, Lei r,>Q"J1122 f 4?. 1,IZ Contact Person for Compliance in regards to this project: IVAW4Z—LJ IMew--T)LA• Cell Phone: (�7b2 )_ �l - 7,4?;,'L. Land Line: �) Email: i A44 r2 T IM C. ( tit►u UAZ fter,, •G�l� Addition/Alteration Application Revised June 2022 HOROUGHBRED .9os A3AF.9E: ��k � V 4 gi i`' J�°tiY M _ Jos NUMBER: Jos LOCATION: v!•�� V P '� 1 Vi DATE: 10131140� DESIGN By. CHECKEDIS7: -SHEET OF Worksheet for Calling Local Building Office �9 City/Town Name: Q U E �NS P�R.T /N V j Building office number: i i Building code: a Q aD Zn�'Inr�tlb� �t 0 �A)(,Y CD Ground snow load: _1L4 ( 0 PSG Roof snow load: Roof live load: � OF)y Wind speed: Wind exposure: FKDEC C E Q W ,� Seismic load per code: (- 2 222 Frost depth: "t b I C V, TOWN OF QUEENSSURY BUILDING& CODES i Name: I Y`R S �Z Direct number: Time: a •�7 Date: ((2/7V 4.4 Caller: S er Pen e f i UAI 12/15/2022 I 10/31122,3:01 PM ATC Hazards by Location 7 A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. ® The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. TCHazards by Location Search Information Address: 176 Quaker Rd, Queensbury, NY 12804, USA ''t' 322 ft 1Ce1,%ter Coordinates: 43.33140470000001,-73.657392 - , Elevation: 322 ft T he Herne GLENS;:FSLLS _ Timestamp: 2022-10-31T19:01:02.324Z NORTH Hazard Type: Seismic ll Reference ASCE7-16 +�rundall;Parl 4'd�alsn�ft.Suf Goggle Document: Map data©2022 Google _ '�`-- ' - - Risk Category: II Site Class: D-default MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 0.25 0.30 0.20 0.20 0.15 0.10 0.10 0.05 0.00 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) 0.0 1.0 2.0 13.0 4.0 5.0 6.0 7.0 Period(s) Basic Parameters Name Value Description SS 0.237 MCER ground motion(period=0.2s) S1 0.068 MCER ground motion(period=11.0s) SMS 0.379 Site-modified spectral acceleration value SMi 0.164 Site-modified spectral acceleration value SDS 0.252 Numeric seismic design value at 0.2s SA SW 0.109 Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC B Seismic design category https:/Ihazards.atcouncii.org/#/seismic?lat=43.33140470000001&ing=-73.657392&address=176 Quaker Rd%2C Queensbury%2C NY 12804%2C USA 1/2 10/31/22,3:01 PM ATC Hazards by Location Fa: 1.6 Site amplification factor at 0.2s Fv 2.4 Site amplification factor at 1.Os CRg 0.939 Coefficient of risk(0.2s) CR, 0.92 Coefficient of risk(1.0s) PGA 0.132 MCEG peak ground acceleration FPGA 1.537 Site amplification factor at PGA PGAM 0.202 Site modified peak ground acceleration TL 6 Long-period transition period(s) SsRT 0.237 Probabilistic risk-targeted-ground motion(0.2s) SsUH 0.252 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) S1RT 0.068 Probabilistic risk-targeted ground motion(1.0s) S1 UH 0.074 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1 D 0.6 Factored deterministic acceleration value(1.0s) I PGAd 0.5 Factored deterministic acceleration value(PGA) i The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Disclaimer Hazard loads are provided by the U.S.Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and(contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. I hfps:Hhazards.atcouncil.org/#/seismic?lat=43.33140470000001&ing=-73.657392&address=176 Quaker Rd%2C Queensbury%2C NY 12804%2C USA 2/2 10/31122,2:39 PM ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Pleas:e contact us with feedback. i 0 The ATC Hazards by Location website will not be updated to support ASCE�CE 7-22. Find out why. OTC Hazards by Lo'cation I 7 Search Information in war/e"St;C W, d' Y Ila a Ruil6n Queensbury, NY, USA Address: -erness, 439 Coordinates: 43.353627,-73.6771662 '13'reen U912 efs� Elevation: 439 ft Ur Mbuhtairi, rest Lake. ops;Falis Timestamp: 2022-10-31T18:39:43.829Z �4 it Hazard Type: Wind 14 :Springs.,-_ 6 i,.e rsv 11 W, z.:-'Gt6-ff n ..Mountain, L jog ie ------- Nap data @2022 Goo le ASCE 7-16 ASCE 7-10 ASCE 7-06 MRI 10-Year -------- -------- 73 mph MR.1 10-Year -------- 76 mph iASCE 7-05 Wind Speed 90 mph MRI 25-Year 80 mph MRI 25-Year 84 mph MRI 50-Year .............. 85 mph MR150-Year 90 mph MRI 100-Year 91 mph MRI 100-Year -------------- 96 mph Risk Category l 101 mph Risk Category I ------------ 105 mph RiskCategoryll 108 mph RiskCategoryll 115 mph Risk Category Ill ------------- 116 mph Risk Category Ill-IV 120 mph Risk Category lV 121 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 1-22. Find out whv. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area—in some cases,this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain,gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct,ATC and its sponsorsland contributors assume no responsibility https:#hazards.atcouncil.org/#Iwind?lat=43.353627&lng=-73.6771662&address=Queensbury%2C NY%2C 'USA 1/2 10/31/22,2:39 PM ATC Hazards by Location or 4iability fdr its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. I i i it I I https://hazards.atcouncii.org/#/wind?lat=43.353627&ing=-73.6771662&address=Queensbury%2C NY%2C,USA 2/2 10/31/22,2:41 PM ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. I ® The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why_ L%T Hazards by Location i Search Information r - --- - - -- _ Brendan' Address: Queensbury, NY, USA Potte 16le' Coordinates: 43.353627,-73.6771662P Elevation: 439 ft �; Y i C sii lain; Rvtl'6n�1 Timestamp: 2022-10-31T18:40:59.787Z ` - .,Bolton, whit, hall p . Hazard Type: Snow ? $ t96rrensburg, Gocgle�39 ft ' », _ __ a _ _._-._..`'_Map data©2022 Google ASCE 7-16 ASCE 7-10 ASCE 7-05 Ground Snow Load _ A 50 Ib/sgft Ground Snow Load A 50 Ib/sqft I Ground Snow Load ------ A 50 Ib/sqft The reported ground snow load applies at The reported ground snow load The reported ground snow load applies at the query location of 439 feet up to a applies at the query location of 439 the query location of 439 feet up to a maximum elevation of 700 feet. feet up to a maximum elevation of 700 maximum elevation of 700 feet. feet. The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude longitude location in the report. https:Hhazards.atcouncil.org/#/snow?lat=43.353627&ing=-73.6771662&address=Queensbury%2C NY%2C!USA 1/1 I I I I I I I I I I I I I I I I I - -1 - - - - - -I - - I - - - -I _F F - -1 - - _F - - I— I - - -I - - � - -I - I 1 I I I I I 1 1 I I I 1 I I I 1 I I 1 I I 1 3 1 I 1 I I I s I I I I 1 I (E)28K10 @ 5'-4"O.C. I I 1 2 �x 7 NP' I 1 I I I I I I I 1 1 I I R67 -4 � � S4.1 L � - JOIS+ 10 I I I I I I I JOIST 9yE I I I — — — — — — — — — — — — — — — I - - I —I — — — — — — — — — — — — — — ----I-- - - 1 1 --- -I- I --JO I S-T_2--1 I I I I I I I I ----1 RTU-5 I JOI�T 1 I I I I I ; rB, l I I II I II II (E)W24X62 I I I I (E)W24X76 I 4 I I I I I (E)W24X62 I I 4 i i 4 CU-1 I I I — — T — — I— — —1I— �x\y LJ -3 1 1291 LB 1 JOIST 4 1 JOIST 11 —I — — -fI- - JOIST 3 i i i i i 1 o i i Thoroughbred Engineering g Project Title: *..39 NorthiBroadway Engineer: Project ID: Project Descr: i j Printed:15 DEC 2022, 9:40AM Steel Beam Project File:moment calculations.ec6 LIC#:KW-06018604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 1 and 8 CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set: IBC 2018 I Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D=0.1070, S=0.2090 k/ft, Tributary Width= 1.0 ft Point Load : D=0.690 k @ 4.0 ft I i i I Maximum Forces&Stresses for Load Combinations Load Combination Max btress Katios Summary ofVo-ment Values I Summary of bnearVa-Fu-es- Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega D Only Dsgn.L= 40.00 ft 1 0.032 0.011 22.80 22.80 1,179.17 tUb.UU 1.00 1.00 2.76 415.95 249.07 +D+S Dsgn.L= 40.00 ft 1 0.091 0.028 64.59 64.59 1,179.17 706.09 1.00 1.00 6.94 415.95 249.07 +D+0.750S I Dsgn. L= 40.00 ft 1 0.077 0.024 54.14 54.14 1,179.17 706.09 1.00 1.00 5.90 415.95 249.07 +0.60D Dsgn. L= 40.00 ft 1 0.019 0.007 13.68 13.68 1,179.17 tUb.U9 1.00 1.00 1.66 415.95 249.07 Vertical Reactions Support notation :Far left is#' Values in KIPS Load Combination Support 1 Support 2 Max Upward from all Load Conditions 6.941 6.389 Max Upward from Load Combinations 6.941 6.389 Max Upward from Load Cases 4.180 4.180 D Only 2.761 2.209 +D+S 6.941 6.389 +D+0.750S 5.896 5.344 +0.60D 1.657 1.325 S Only 4.180 4.180 I Thoroughbred Engineering Project Title: 239 North,Broadway Engineer: Project ID: Project Descr: I Printed:15 DEC 2022, 9:40AM Steel Beare Project File:moment calculations.ec6 LIC#:KW-06016604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 1 and 8 I 66 I 49 � ( i L ti I u 33 I C E 0 F 16 I I�ER-•)) 389 u 314 M M �slalue(ft) pDe1y I+D+S 1}D+Q.ISQS I+Q.6QD 1 I I i 4 I I Y Q� 14EMI&-)) - 0 I 0 r UI •3 i I I •1 3b3 13A ?3,99 ni 314 M9 BM Duiar�e(ftj , IDD�ft 1+D+S 1+D+Q.1SQ51+0.6QD I i THOROUGHBRED Job Name: Itek-Queensbury, NY DESIGN I ENGINEER I CONSTRUCT. Location:Queensbury, NY 859.785.0383 WWW.THOROUGHBREDFIRM.COM Job Number:220325 Design By:SRB Joist 1 Reinforcement ANO.LE Axis,of nycamants fhfouort cm- tor of 0ravl-tj y 4 y yj k-\V y1r f Y Y Fig. 1:Georr; tric.{?«nd ` )'axesand pr€ncipai ON end 4 axes of sings¢angie, Area d*t+b*t-t^2 Moment of Interia 1/3*(t(d-y)^3+b*y^3-a(y-t)^3) Maximum Allowed Moment W*L^2/8/1000 Maximum Allowed Shear W*L/2/1000 Distributed Load (w) 0.401 k Reaction North (Or East) (Re) 8.64 k Reaction South (Or West) (Rw) 8.1 k Joist 281<10 Length (L) 40 ft Top Chord Area (At) 1.875 Top Chord Moment of Interia 0.695182 Bottom Chord Area 1.429688 Bottom Chord Moment of Interia 0.544828 Maximum Applied Moment 81.6 k-ft Allowable total distributed load (W) 424 Ib/ft Allowable live distributed load (WLL) 284 Ib/ft Maximum Allowed Moment(Mmax) 84.8 k-ft Yielding Stress (Fy) 50 ksi Maximum Allowed Shear 8.48 K THOROUGHBRED Job Name:Itek-Queensbury,NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury, NY 859.785.0383 1 WWW.THOROUGHBREDFIRM.COM Job Number: 220325 Radius of Gyration for Chord sqrt(moment of interia/Chord Area) Design By:SRB Chord Force Maximum Applied Moment*12/Joist Depth Compression Constant SQRT(2*PI()^2*29*10^3/50) Stress Capacity on Chord DOES NOT NEED (1-(L*12/Rx)^2/(2*CCI 2)*(Fy/(5/8+3/8*(L*12/Rx))/Cc- REINFORCEMENT, (L*12/(Rx*Cc))^(3/8) Required Extra Area SO NOT USEDCF/Stress Capacity-At _ n _ ( Chord Top Reinforc ment Need Chord Reinforcment NO Radius of Gyration for Chord (Rx) 0.608904 in Chord Force (CF) 39.168 K Compression Constant(Cc) 106.9988 Stress Capacity on Chord 28.04725 ksi Required Extra Area -0.478499 in^2 Distance from Beam to North (Or East) ft Distance from Beam to South (Or West) , , #N,IJ gr. ft Max Rod Force Required Area*CF/2 Allowable Weld Force 0.312*sgrt(4*Required Area/PI)*2 Length of Weld Max Rod Force/Allowable Wei d Force Weld at ends j Max Rod Force -9.370933 K Allowable Weld Force #NUM! K/in I Length of Weld v#NfiM! in j _ i Moment of Interia for Joist 26.767*WLL*(L-.33)A3*10A-6 Effective Moment of Interia Moment of Interia for Joist/1.15 Shear Resistented Weld Joist Depth*Required Area/(2*le*Max Shear) Moment of Interia for Rod PI*sgrt(4*Required Area/PI) Radius of Gyration for Rod sgrt(Ir/Required Area) Stress Capacity of Weld (1-(12/Rr)"2/(2*Cc^2))*(Fy/(i/8+3/8*(12/Rr))/Cc)-(12/(Rr*Cc))"(3/8 Stress Applied on Weld CF/(2*(At+Required Area)) Welds along Length of Weld Moment of Interia for Joist 474.5748 in"4 Effective Moment of Interia (le) 412.6737 in^4 Shear resistented by weld -0.125227 K/in/rod Length of Weld #N M "' in Moment of Interia for Rod (Ir) #NUM! in^4 Radius of Gyration for Rod #NUM! in Stress Capacity of Weld #NUM! ksi Stress Applied on Weld 14.02363 ksi Weld Check #NUM! j I I THOROUGHBRED Job Name:Itek-Queensbury,NY DESIGN ENGINEER I CONSTRUCT Location:Queensbury,NY 859.78 Job Number:220325 Design By:SRB Chord Bottom Reinforcement Need Chord Reinforcment NO Radius of Gyration for Chord 0.617318 in Chord Force 39.168 K Compression Constant 106.9988 Stress Capacity on Chord 28.46759 ksi Required Extra Area in-2 Distance from Beam to North (Or East) ft Distance from Beam to South (Or West) t. #,NUM! - ft Weld at ends Max Rod Force -1.053756 K Allowable Weld Force #NUM! K/in Length of Weld #NUM! in Welds along Length of Weld Moment of Interia for Joist 474.5748 in^4 Effective Moment of Interia 412.6737 in^4 Shear resistented by weld -0.014082 K/!n/rod Length of Weld " #NUM! in Moment of Interia for Rod #NUM! in^4 Radius of Gyration for Rod #NUM! in Stress Capcity of Weld #NUM! ksi DOES NOT NEED Stress Applied on Weld 14.23379 ksi REINFORCEMENT, Weld Check #NUM! SO NOT USED Area Required Required Shear Capacity/Joist Depth Length of 3/16 Weld Required Required Shear Capacity/2.78 Distance from Beam (Max Shea r-R)*L/-(Re+Rw) Web Reinforcement Required Shear Capacity 8.64 K Need Web Reinforcment YES Area Required 0.3456 Length of 3/16 Weld Required 3.107914 in Distance from Beam to North (OR WEST) Distance from Beam to South (OR EAST) See Attached Chart Shear Diagram 10 ...... 6 ...... 4 2 0 — 2----------------- �6 i7 28 29 30 3;1 32 j3 34 �5 3�6 J7 38 39 46 4"l 42 3, 4 5 6 9 10 11 i-2 f3 14 i5 f6 1�7 18 ig 2 22 23 2425 -2 - --------- -4 -6 -8 -10 --*—Joist Capacity 0 Joist Load Thoroughbred Engineering Project Title: 239 North'Broadway Engineer: Project ID: Project Descr: Printed:15 DEC 2022, 9:41AM Steel Beam Project File:moment calculations.ec6 LIC#:KW-06018604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 2 and 7 - CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set: IBC 2018 Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D=0.1070, S=0.2940 k/ft, Tributary Width= 1.0 ft Point Load : D=0.3450 k @ 4.0 ft Maximum Forces&Stresses for Load Combinations Load Combination ax ress a ios Summary ofMoment Values S ummary o ear a ues Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega D Only Dsgn. L= 40.00 ft 1 0.031 0.010 22.10 22.10 1,179.17 706.09 1.001.00 2.45 415.95 249.07 +D+S Dsgn.L= 40.00 ft 1 0.115 0.033 80.89 80.89 1,179.17 706.09 1.00 1.00 8.33 415.95 249.07 +D+0.750S Dsgn.L= 40.00 ft 1 0.094 0.028 66.19 66.19 1,179.17 706.09 1.00 1.00 6.86 415.95 249.07 +0.60D Dsgn.L= 40.00 ft 1 0.019 0.006 13.26 13.26 1,179.17 706.09 1.00 1.00 1.47 415.95 249.07 Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 Max Upward from all Load Conditions 8.331 8.055 Max Upward from Load Combinations 8.331 8.055 Max Upward from Load Cases 5.880 5.880 D Only 2.451 2.175 +D+S 8.331 8.055 +D+0.750S 6.861 6.585 +0.60D 1.470 1.305 S Only 5.880 5.880 Thoroughbred Engineering Project Title: 239 North'Broadway Engineer: Project ID: Project Descr: Printed:15 DEC 2022, 9:41AM Steel Beare Project File:moment calculations.ec6 LIC#:KW-06018604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 2 and 7 63 62 Y I 41 u C 0 - E 0 f 21 14EN@ER. 3A3 7A 11h 1SM 19A BM VA 31A M 391,9 1 D01I+D+S I+D+D.ISQS 1460 8 4 69aRER->y 9 0 I N 4 .g 323 1A 1129 sm 13A BA U,13 31Ai M N9 Lit pfl 100,7I+D+S I+D+6.TSDS I+6.66D THOROUGHBRED Job Name: Itek-Queensbury, NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury, NY 859.785.0383 WWW.THOROUGHBREDFIRM.COM Job Number: 220325 Design By:SRB Joist 2 Reinforcement ANGLE xX .pf momants i3�n�u r Gmtsr of cr �r;ty P� y�5 \ t go' f ` I a Fig. 1:Geom.e;ric(Y,and Y) axesand principal tAN and 4 axes.o sin gEe anc Ee. Area d*t+b*t-t^2 Moment of Interia 1/3*(t(d-y)^3+b*y^3-a(y-t)^3) Maximum Allowed Moment W*LA2/8/1000 Maximum Allowed Shear W*L/2/1000 Distributed Load (w) 0.401 k Reaction North (Or East) (Re) 8.33 k Reaction South (Or West) (Rw) 8.05 k Joist 28k10 Length (L) 40 ft Top Chord Area (At) 1.875 Top Chord Moment of Interia 0.695182 Bottom Chord Area 1.429688 Bottom Chord Moment of Interia 0.544828 Maximum Applied Moment 80.9 k-ft Allowable total distributed load (W) 424 Ib/ft Allowable live distributed load (WILL) 284 Ib/ft Maximum Allowed Moment(Mmax) 84.8 k-ft Yielding Stress (Fy) 501 ksi Maximum Allowed Shear 8.481 K THORQUGHBKIED Job Name:Itek-Queensbury,NY DESIGN 1 ENGINEER CONSTRUCT Location:Queensbury,NY 859.785.0383 1 WWW.THOROUGHBREDFIRM.COM Job Number: 220325 Radius of Gyration for Chord sqrt(moment of interia/Chord Area) Design By:SRB Chord Force Maximum Applied Moment*12/Joist Depth Compression Constant DOES NOT NEE 6CRT(2*PI()"2*29*10"3/50) Stress Capacity on Chord REINFORCEMENT, (1-(L*12/Rx)"2/(2*Cc"2)*(Fy/(5/8+3/8*(L*12/Rx))/Cc- SO NOT USED (L*12/(Rx*Cc))"(3/8) Required Extra Area CF/Stress Capacity-At c r e s a Chord Top Reinforcement Need Chord Reinforcment NO Radius of Gyration for Chord (Rx) 0.608904 in Chord Force (CF) 38.832 K A Compression Constant(Cc) 106.9988 Stress Capacity on Chord 28.04725 ks! Required Extra Area CREW 479 in"2 Distance from Beam to North (Or East) 17.8443 ft Distance from Beam to South (Or West) #NUM! ft A A Max Rod Force Required Area*CF/2 Allowable Weld Force 0.312*sgrt(4*Required Area/PI)*2 Length of Weld Max Rod Force/Allowable Weld Force Weld at ends Max Rod Force -9.523145 K A Allowable Weld Force #NUM! K/in Length of Weld M7A in Moment of Interia for Joist 26.767*WLL*(L-.33)"3*10"-6 -4 Effective Moment of Interia Moment of Interia for Joist/1.15 .4 Shear Resistented Weld Joist Depth*Required Area/(2*le*Max Shear) -4 Moment of Interia for Rod PI*sgrt(4*Required Area/PI) -4 Radius of Gyration for Rod sgrt(Ir/Required Area) .4 Stress Capacity of Weld (1-(12/Rr)"2/(2*Cc"2))*(Fy/(5/8+3/8*(12/Rr))/Cc)-(12/(Rr*Cc))"(3/8) Stress Applied on Weld CF/(2*(At+Required Area)) Welds along Length of Weld Moment of Interia for Joist 474.5748 1n"4 Effective Moment of Interia (le) 412.6737 in"4 .� Shear resistented by weld -0.123757 K/in/rod Length of Weld #NUM! in Moment of Interia for Rod (Ir) #NUM! in"4 Radius of Gyration for Rod #NUM! in Stress Capacity of Weld #NUM! ksi .� Stress Applied on Weld 14.02363 ksi .c Weld Check #NUM! .i THOROUGHBRED Job Name:Itek-Queensbury, NY DESIGN I ENGINEER I CONSTRUCT Location:,Queensbury, NY 859.7 8 O O R Job Number:220325 Chord Bottom Reinforcement Design By:SRB Need Chord Reinforcment NO Radius of Gyration for Chord 0.617318 in Chord Force 38.832 K Compression Constant 106.9988 Stress Capacity on Chord 28.46759 ksi Required Extra Area Oo.06�5�611 in^2 Distance from Beam to North (Or East) a 17.8443 ft Distance from Beam to South (Or West) T#NU_IVII ;ft Weld at ends Max Rod Force -1.273881 K Allowable Weld Force #NUM! K/in Length of Weld . _#NUM! in Welds along Length of Weld Moment of Interia for Joist 474.5748 in"4 Effective Moment of Interia 412.6737 in^4 Shear resistented by weld -0.016555 K/in/rod Length of Weld #NUM! in Moment of Interia for Rod #NUM! in^4 Radius of Gyration for Rod #NUM! in Stress Capcity of Weld #NUM! ksi DOES NOT NEED Stress Applied on Weld 14.23379 ksi REINFORCEMENT, Weld Check #NUM! SO NOT USED Area Required Required Shear Capacity/Joist Depth Length of 3/16 Weld Required Required Shear Capacity/2.78 Distance from Beam (Max Shea r-R)*L/-(Re+Rw) Web Reinforcement Required Shear Capacity 8.33 K Need Web Reinforcment NO Area Required � Length of 3/16 Weld Required 2.996403 in Distance from Beam to North (OR WEST) Distance from Beam to South (OR EAST) _See AttachedChar�t,.. ........... Shear Diagram 10 ---------------- .......... ............. 6 ...... 4 - -------—-- 2 0 0 1 2 3 4 5 6 7 8 9 iO 11 12 1`3 14 15 16 1'7 18 19 22 23 2;4 2'5 26 2-7 28 29 jO 31 32 33 34 35 36 37 38 39 40 4 1 1 4.2 J, -2 • -4 -6 ...... -8 -10 --*—Joist Capacity --*—Joist Load Thoroughbred Engineering Project Title: '239 North'Broadway Engineer: Project ID: Project Descr: Printed:15 DEC 2022, 9.42AM Steel Beam Project File:moment calcu1ations.ec6 LIC#:KW-06018604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 3 and 5 CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set: IBC 2018 Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D=0.1070, S=0.2940 k/ft, Tributary Width = 1.0 ft Point Load : D=0.8610 k @ 4.0 ft Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of MomentValues Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega D Only Dsgn.L= 40.00ft 1 0.033 0.012 23.16 23.16 1,179.17 706.09 1.001.00 2.91 415.95 249.07 +D+S Dsgn.L= 40.00 ft 1 0.116 0.035 81.93 81.93 1,179.17 706.09 1.00 1.00 8.79 415.95 249.07 +D+0.750S Dsgn.L= 40.00ft 1 0.095 0.029 67.23 67.23 1,179.17 706.09 1.001.00 7.32 415.95 249.07 +0.60D Dsgn.L= 40.00ft 1 0.020 0.007 13.89 13.89 1,179.17 706.09 1.001.00 1.75 415.95 249.07 Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 Max Upward from all Load Conditions 8.795 8.106 Max Upward from Load Combinations 8.795 8.106 Max Upward from Load Cases 5.880 5.880 D Only 2.915 2.226 +D+S 8.795 8.106 +D+0.750S 7.325 6.636 +0.60D 1.749 1.336 S Only 5.880 5.880 Thoroughbred Engineering Project Title: .239 North Broadway Engineer: Project ID: Project Descr: Printed:15 DEC 2022, 9:42AM Steel Beam Project File: moment calculations.ec6 LIC#:KW-06018604,Build:20.22.10.26 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 3 and 5 64 63 ti 42 c 0 E 0 F 21 14QJ@EB-7s 3A 7A 1123 64 11M 'BA VA 31M 36A3 3369 Di ap(R) 1 DOely 1+D+S 1+D+6.1S0S 1+6.66D 9 6 9 0 I N 3%i 7A 11M 6&6 13M DA Y9 314 M 'M IDDeft 1+D+S 1+DWS051+0.60D THORQUGHBRED Job Name: Itek-Queensbury, NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury, NY 859.785.0383 WWW.THOROUGHBREDFIRM.COM Job Number:220325 Design By:SRB Joist 3 Reinforcement ANGLE A.x's of n:arn�nts t�:iCu�^ curator of grz�.;ty r " \ y go- X t� T v : \ s Fig 4: iom,eir€c.(h'.an Y) xes and rincipai Md and 4 axes of singi?angF,r,-. Area d*t+b*t-t^2 Moment of Interia 1/3*(t(d-y)^3+b*y^3-a(y-t)^3) Maximum Allowed Moment W*L^2/8/1000 Maximum Allowed Shear W*L/2/1000 Distributed Load (w) 0.401 k Reaction North (Or East) (Re) 8.41 k Reaction South (Or West) (Rw) 8.06 k Joist 281<10 Length (L) 40 ft Top Chord Area (At) 1.875 Top Chord Moment of Interia 0.695182 Bottom Chord Area 1.429688 Bottom Chord Moment of Interia 0.544828 Maximum Applied Moment 81.06 k-ft Allowable total distributed load (W) 424 Ib/ft Allowable live distributed load (WLL) 284 Ib/ft Maximum Allowed Moment(Mmax) 84.8 k-ft Yielding Stress (Fy) 50 ksi Maximum Allowed Shear 8.48 K THORO, UGHBRED Job Name:Itek-Queensbury, NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury, NY 859.785.0383 1 WWW.THOROUGHBREDFIRM.COM Job Number:220325 Radius of Gyration for Chord sqrt(moment of interia/Chord Area) Design By:SRB Chord Force Maximum Applied Moment*12/Joist Depth Compression Constant DOES NOT NEE�RT(2*PI()^2*29*10^3/50) Stress Capacity on Chord REINFORCEMENT, (1-(L*12/Rx)^2/(2*Cc^2)*(Fy/(5/8+3/8*(L*12/Rx))/Cc- SO NOT USED (L*12/(Rx*Cc))^(3/8) Required Extra Area CF/Stress Capacity-At D to c fr m e m s t ^ 2 ax w A Chord Top Reinforcement Need Chord Reinforcment NO A Radius of Gyration for Chord (Rx) 0.608904 in A Chord Force (CF) 38.9088 K A Compression Constant (Cc) 106.9988 ,A Stress Capacity on Chord 28.04725 ksi A Required Extra Area -0.487741 in^2 Distance from Beam to North (Or East) 16.86088 ft Distance from Beam to South (Or West) #NUM! ft A A Max Rod Force Required Area*CF/2 ,, Allowable Weld Force 0.312*sgrt(4*Required Area/PI)*2 A Length of Weld Max Rod Force/Allowable Weld Force A A Weld at ends A Max Rod Force -9.488709 K A Allowable Weld Force #NUM! K/in A Length of Weld #NUM! in Moment of Interia for Joist 26.767*WLL*(L-.33)^3*10^-6 A Effective Moment of Interia Moment of Interia for Joist/1.15 A Shear Resistented Weld Joist Depth*Required Area/(2*le*Max Shear) A Moment of Interia for Rod PI*sgrt(4*Required Area/PI) A Radius of Gyration for Rod sgrt(Ir/Required Area) A Stress Capacity of Weld (1-(12/Rr)^2/(2*Cc^2))*(Fy/(5/8+3/8*(12/Rr))/Cc)-(12/(Rr*Cc))^(3/8) A Stress Applied on Weld CF/(2*(At+Required Area)) A A Welds along Length of Weld A Moment of Interia for Joist 474.5748 in^4 A Effective Moment of Interia (le) 412.6737 in^4 A Shear resistented by weld -0.124248 K/in/rod A Length of Weld #NUM! in A Moment of Interia for Rod (Ir) #NUM! in^4 A Radius of Gyration for Rod #NUM! in A Stress Capacity of Weld #NUM! ksi A Stress Applied on Weld 14.02363 ksi A Weld Check #NUM! A A THOROUGHBRED Job Name:Itek-Queensbury, NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury, NY 859.785. Job Number:220325 Chord Bottom Reinforcement Design By:SRB Need Chord Reinforcment NO Radius of Gyration for Chord 0.617318 in Chord Force 38.9088 K Compression Constant 106.9988 Stress Capacity on Chord 28.46759 ksi Required Extra AreaQ�®6'2912 in"2 Distance from Beam to North (Or East) - 1 7Q,86088 ft Distance from Beam to South (Or West) .#NiUIVM ft Weld at ends Max Rod Force -1.2239171 K Allowable Weld Force #NUM! K/in Length of Weld 4 #,N` -rT _. in Welds along Length of Weld Moment of Interia for Joist 474.5748 in^4 Effective Moment of Interia 412.6737 in^4 Shear resistented by weld -0.016026 K/in/rod Length of Weld 3- FNHUM in Moment of Interia for Rod #NUM! in"4 Radius of Gyration for Rod #NUM! in Stress Capcity of Weld #NUM! ksi Stress Applied on Weld 14.23379 ksi DOES NOT NEED Weld Check #NUM! REINFORCEMENT, SO NOT USED rea Required Require Shear Capacity oist Depth Length of 3/16 Weld Required Required Shear Capacity/2.78 Distance from Beam (Max Shea r-R)*L/-(Re+Rw) Web Reinforcement Required Shear Capacity 8.41 K Need Web Reinforcment NO Area Required ©.3�0 Length of 3/16 Weld Required - 3.©2518 in Distance from Beam to North (OR WEST) "p6 Distance from Beam to South (OR EAST) - See Att1.` ROV Shear Diagram 10 ........... 81 6 ......... 4 2 0 0 1 2 3 4 5 6 7 8 9 fO 11 1:2 13 14 i5 16 1 D 2 23 24 25 26 27 28 29 3b 3l j2 33 34 35 36 37 M 39 40 41 42 -2 -------- -4 -6 8 -10 --*—Joist Capacity --*—Joist Load Thoroughbred Engineering Project Title: 2.39 North'Broadway Engineer: Project ID: Project Descr: Printed:15 DEC 2022, 9.45AM Steel Beam Project File:moment calculations.ec6 LIC#:KW-06018604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 4 and 6 CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set: IBC 2018 Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D=0.1070, S=0.2940 k/ft, Tributary Width= 1.0 ft Point Load : D=0.4310 k @ 4.0 ft Maximum Forces &Stresses for Load Combinations Load Combination MaT(Stress Ratios Summary of MomentValues ummary o ear a ues Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega D Only Dsgn.L= 40.00 ft 1 0.032 0.010 22.27 22.27 1,179.17 706.09 1.00 1.00 2.53 415.95 249.07 +D+S Dsgn. L= 40.00 ft 1 0.115 0.034 81.06 81.06 1,179.17 706.09 1.001.00 8.41 415.95 249.07 +D+0.750S Dsgn. L= 40.00 ft 1 0.094 0.028 66.36 66.36 1,179.17 706.09 1.00 1.00 6.94 415.95 249.07 +0.60D Dsgn.L= 40.00 ft 1 0.019 0.006 13.36 13.36 1,179.17 706.09 1.00 1.00 1.52 415.95 249.07 Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 Max Upward from all Load Conditions 8.408 8.063 Max Upward from Load Combinations 8.408 8.063 Max Upward from Load Cases 5.880 5.880 D Only 2.528 2.183 +D+S 8.408 8.063 +D+0.750S 6.938 6.593 +0.60D 1.517 1.310 S Only 5.880 5.880 Thoroughbred Engineering Project Title: 239 North Broadway Engineer: Project ID: Project Descr: Printed:15 DEC 2022, 9:45AM Steel Beam Project File:moment calculations.ec6 LIC#:KW-06018604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 4 and 6 13 62 L I 41 L a E 0 f 21 I+1ER�ER-b> 3A 74 Ila SM 11M 23R9 VA 3133 M3 DA 1 MO I+D+S I+D+D.AOS.1465D 9 4 BL Y ' "MER-» - 9 0 t N •4 .g 3b3 7A 11M 1SM flM M VA 31,83 KA Da Distar�e�ft) DO�Iy 1+D+S I+D+5.1S551+5.65D THOROUGHBRED Job Name: Itek=Queensbury, NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury, NY 859.785.0383 WWW.THOROUGHBREDFIRM.COM Job Number:220325 Design By:SRB Joist 4 Reinforcement ANGLE AX]S of n�an.crats t?tr a i� ccntoa of Rfav"ty b y s `r`L a - y Fig. 1:Georn' €4c fXand Y) axesand pringipaE ON and Z) axes 0f singfe,anq€e. Area d*t+b*t-t^2 Moment of Interia 1/3*(t(d-y)^3+b*y^3-a(y-t)^3) Maximum Allowed Moment W*L^2/8/1000 Maximum Allowed Shear W*L/2/1000 Distributed Load (w) 0.401 k Reaction North (Or East) (Re) 8.79 k Reaction South (Or West) (Rw) 8.11 k Joist 281<10 Length (L) 40 ft Top Chord Area (At) 1.875 Top Chord Moment of Interia 0.695182 Bottom Chord Area 1.429688 Bottom Chord Moment of Interia 0.544828 Maximum Applied Moment 81.9 k-ft Allowable total distributed load (W) 424 Ib/ft Allowable live distributed load (WILL) 284 Ib/ft Maximum Allowed Moment(Mmax) 84.8 k-ft Yielding Stress (Fy) 501 ksi Maximum Allowed Shear 8.48 K THORQUGHBRED Job Name:Itek-Queensbury, NY DESIGN] ENGINEER 1 CONSTRUCT Location:Queensbury,NY 859.785.0383 1 WWW.THOROUGHBREDFIRM.COM Job Number:220325 Radius of Gyration for Chord sqrt(moment of interia/Chord Area) Design By:SRB Chord Force Maximum Applied Moment*12/Joist Depth Compression Constant DOES NOT NEEDSQRT(2*PI()^2*29*10^3/50) Stress Capacity on ChoREINFORCEMENT, - L*12/Rx)^2/(2*Cc^2)*(Fy/(5/8+3/8*(L*12/Rx))/Cc- SO NOT USED (L*12/(Rx*Cc))^(3/8) Required Extra Area CF/Stress C apacity-At Distance from Beam R-s rt(R"2 2*w*Mmax w Chord Top Reinforcement Need Chord Reinforcment NO Radius of Gyration for Chord (Rx) 0.608904 in Chord Force (CF) 39.312 K Compression Constant(Cc) 106.9988 Stress Capacity on Chord 28.04725 ksi Required Extra Area -0.473365 in^2 Distance from Beam to North (Or East) 14.3L3386 ft Distance from Beam to South (Or West) #NUM! ft Max Rod Force Required Area*CF/2 Allowable Weld Force 0.312*sgrt(4*Required Area/PI)*2 Length of Weld Max Rod Force/Allowable Weld Force Weld at ends Max Rod Force -9.304468 K Allowable Weld Force #NUM! K/in Length of Weld MMOMM in Moment of Interia for Joist 26.767*WLL*(L-.33)"3*10"-6 Effective Moment of Interia Moment of Interia for Joist/1.15 Shear Resistented Weld Joist Depth*Required Area/(2*le*Max Shear) Moment of Interia for Rod PI*sgrt(4*Required Area/PI) Radius of Gyration for Rod sgrt(Ir/Required Area) Stress Capacity of Weld (1-(12/Rr)^2/(2*Cc^2))*(Fy/(5/8+3/8*(12/Rr))/Cc)-(12/(Rr*Cc))^(3/8) Stress Applied on Weld CF/(2*(At+Required Area)) Welds along Length of Weld Moment of Interia for Joist 474.5748 in^4 Effective Moment of Interia (le) 412.6737 inA4 Shear resistented by weld -0.126034 K/in/rod Length of Weld #NUM! in Moment of Interia for Rod (Ir) #NUM! in^4 Radius of Gyration for Rod #NUM! in Stress Capacity of Weld #NUM! ksi Stress Applied on Weld 14.02363 ksi Weld Check #NUM! THORQUGHBRED Job Name:Itek-Queensbury, NY DESIGN ENGINEER I CONSTRUCT Location:Queensbury, NY 859 8 3 R B E IR Job Number:220325 Chord Bottom Reinforcement Design By:SRB Need Chord Reinforcment NO Radius of Gyration for Chord 0.617318 in Chord Force 39.312 K Compression Constant 106.9988 Stress Capacity on Chord 28.46759 ksi Required Extra Area -0.0 $rr 9- 1nA2 Distance from Beam to North (Or East) 14.333'86i ft Distance from Beam to South (Or West) _ #NhJ�IVI;! ft Weld at ends Max Rod Force -0.958202 K Allowable Weld Force #NUM! K/in Length of Weld #,NfIJIVI in Welds along Length of Weld Moment of Interia for Joist 474.5748 in"4 Effective Moment of Interia 412.6737 in^4 Shear resistented by weld -0.012979 K/!n/rod Length of Weld _ #N ivl in DOES NOT NEED Moment of Interia for Rod #NUM! in"4 REINFORCEMENT, Radius of Gyration for Rod #NUMI in SO NOT USED Stress Capcity of Weld #NUM! ksi Stress Applied on Weld 14.23379 ksi Weld Check #NUM! Area Required Required Shear Capacity/Joist Depth Length of 3/16 Weld Required Required Shear Capacity/2.78 Distance from Beam (Max Shea r-R)*L/-(Re+Rw) Web Reinforcement Required Shear Capacity 8.79 K Need Web Reinforcment YES Area Required 0.35 Length of 3/16 Weld Required 3.16i1871 in Distance from Beam to North (OR WEST) ' Distance from Beam to South (OR EAST) ;See Attached Chartr� ................. ----------------- --------- .......... ............................... .......... Shear Diagram 10 ............... ........ .. .......... J---------- 6 --4 ........ 4 2 0 0 1 2 3 4 5 6 7 8 9 10 11 12 IJ 1'4 15 A17 fS i9 22 23 24 25 26 2�7 A i9 30 31 33 34 35 36 3-7 38 39 40 41 42 ' -2 ....... -6 ............ ------- -------.......... 8 ------------- -10 --*--Joist Capacity Joist Load Thoroughbred Engineering Project Title: '239 North Broadway Engineer: Project ID: Project Descr: Printed:15 DEC 2022, 9:44AM Steel Beam I Project File:moment calculations.ec6 LIC#:KW-06018604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 9 CODE REFERENCES ,Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set: IBC 2018 Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D=0.1070, S=0.2940 k/ft, Tributary Width= 1.0 ft Point Load : D=0.5110 k @ 20.0 ft Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of MomentValues Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega D Only Dsgn. L= 40.00 ft 1 0.038 0.010 26.51 26.51 1,179.17 706.09 1.001.00 2.40 415.95 249.07 +D+S Dsgn. L= 40.00 ft 1 0.121 0.033 85.31 85.31 1,179.17 706.09 1.001.00 8.28 415.95 249.07 +D+0.750S Dsgn.L= 40.00 ft 1 0.100 0.027 70.61 70.61 1,179.17 706.09 1.00 1.00 6.81 415.95 249.07 +0.60D Dsgn.L= 40.00 ft 1 0.023 0.006 15.91 15.91 1,179.17 706.09 1.00 1.00 1.44 415.95 249.07 Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 Max Upward from all Load Conditions 8.276 8.276 Max Upward from Load Combinations 8.276 8.276 Max Upward from Load Cases 5.880 5.880 D Only 2.396 2.396 +D+S 8.276 8.276 +D+0,750S 6.806 6.806 +0.60D 1.437 1.437 S Only 5.880 5.880 Thoroughbred Engineering Project Title: 239 North Broadway Engineer: Project ID: Project Descr: Printed:15 DEC 2022, 9:44AM Steel Beare Project File:moment calculations.ec6 LIC#:KW-06018604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 9 81 88 L LL I v 44 ------------ C 0 E 0 E 22 ' ME►EEP,>> 3,89 1R9 11A9 15A9 11A3 DA t7,89 31A3 35A9 3M 1 UOel11+D+S I+D46.ISDS il40 6 4 h1QRER-» 4 0 1 N •4 •B D�alrce(ft) 1DOnh-I+D+SI+D+D.]SDSHUD THOROUGHBRED Job Name: Itek-Queensbury, NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury, NY 859.785.0383 WWW.THOROUGHBREDFIRM.COM Job Number: 220325 Design By:SRB Joist 9 Reinforcement ANGLE ?xu.of n;cnaants VNc.0 st cn- ter of fart;aty b Y y CW \ C R 9 pE19 Y '1:Geom-e ric-Ka'nd '3') axesand p*ringipal_ W and Z) axes o;sirigie,angFe. Area d*t+b*t-t^2 Moment of Interia 1/3*(t(d-y)^3+b*y^3-a(y-t)^3) Maximum Allowed Moment W*L^2/8/1000 Maximum Allowed Shear W*L/2/1000 Distributed Load (w) 0.401 k Reaction North (Or East) (Re) 8.28 k Reaction South (Or West) (Rw) 8.28 k Joist 28k10 Length (L) 40 ft Top Chord Area (At) 1.875 Top Chord Moment of Interia 0.695182 Bottom Chord Area 1.429688 Bottom Chord Moment of Interia 0.544828 Maximum Applied Moment 85.3 k-ft Allowable total distributed load (W) 424 Ib/ft Allowable live distributed load (WLL) 284 Ib/ft Maximum Allowed Moment(Mmax) 84.8 k-ft Yielding Stress (Fy) 501 ksi Maximum Allowed Shear 8.48 K THORQUGHBRED Job Name: Itek-Queensbury,NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury,NY 859.785.0383 1 WWW.THOROUGHBREDFIRM.COM Job Number: 220325 Radius of Gyration for Chord sqrt(moment of interia/Chord Area) Design By:SRB Chord Force Maximum Applied Moment*12/Joist Depth Compression Constant SQRT(2*PI()^2*29*10^3/50) Stress Capacity on Chord (1-(L*12/Rx)^2/(2*Cc^2)*(Fy/(5/8+3/8*(L*12/Rx))/Cc- (L*12/(Rx*Cc))"(3/8) Required Extra Area CF/Stress Capacity-At Distance from Beam R-sgrt(R^2-2*w*Mmax)/w Chord Top Reinforcement Need Chord Reinforcment YES Radius of Gyration for Chord (Rx) 0.608904 in Chord Force(CF) 40.944 K Compression Constant(Cc) 106.9988 Stress Capacity on Chord 28.04725 ksi Required Extra Area -0.415178 in^2 Distance from Beam to North (Or East) 18.80097 ft Distance from Beam to South (Or West) 18.80097 ft Max Rod Force Required Area*CF/2 Allowable Weld Force 0.312*sgrt(4*Required Area/PI)*2 Length of Weld Max Rod Force/Allowable Weld Force Weld at ends Max Rod Force -8.499519 K Allowable Weld Force #NUM! K/in Length of Weld #NUM! in Moment of Interia for Joist 26.767*WLL*(L-.33)A3*10^-6 Effective Moment of Interia Moment of Interia for Joist/1.15 Shear Resistented Weld Joist Depth*Required Area/(2*le*Max Shear) Moment of Interia for Rod PI*sgrt(4*Required Area/PI) Radius of Gyration for Rod sgrt(Ir/Required Area) Stress Capacity of Weld (1-(12/Rr)^2/(2*Cc^2))*(Fy/(5/8+3/8*(12/Rr))/Cc)-(12/(Rr*Cc))^(3/8) Stress Applied on Weld CF/(2*(At+Required Area)) Welds along Length of Weld Moment of Interia for Joist 474.5748 inA4 Effective Moment of Interia (le) 412.6737 inA4 Shear resistented by weld -0.104128 K/in/rod Length of Weld #NUM! in Moment of Interia for Rod (Ir) #NUMI inA4 Radius of Gyration for Rod #NUM! in Stress Capacity of Weld #NUM! ksi Stress Applied on Weld 14.02363 ksi Weld Check I #NUM! THOROUGHBRED Job Name:Itek-Queensbury, NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury, NY 859.785.0383 1 WWW.THOROUGHBREDFIRM.COM Job Number:220325 Chord Bottom Reinforcement Design By:SRB Need Chord Reinforcment YES Radius of Gyration for Chord 0.617318 in Chord Force 40.944 K Compression Constant 106.9988 Stress Capacity on Chord 28.46759 ksi Required Extra Area T _ ® 0}®.858j in^2 Distance from Beam to North (Or East) 18.80097 ft Distance from Beam to South (Or West) 8-8009ft ft Weld at ends Max Rod Force 0.175645 K Allowable Weld Force 0.065219 K/in Length of Weld r693136y in Welds along Length of Weld Moment of Interia for Joist 474.5748 in^4 Effective Moment of Interia 412.6737 in^4 Shear resistented by weld 0.002152 K/in/rod Length of Weld in Moment of Interia for Rod 9.37E-05 in^4 Radius of Gyration for Rod 0.104518 in Stress Capcity of Weld 24.30312 ksi Stress Applied on Weld 14.23379 ksi Weld Check JOK Area Required Required Shear Capacity/Joist Depth Length of 3/16 Weld Required Required Shear Capacity/2.78 Distance from Beam (Max Shea r-R)*L/-(Re+Rw) Web Reinforcement Required Shear Capacity 8.28 K Need Web Reinforcment NO Area Required Length of 3/16 Weld Required 2.978417 in Distance from Beam to North (OR WEST) `x Distance from Beam to South (OR EAST) ffiAttached Chart: .................... .......---------------------- --------- ........... ............ Shear Diagram 10 8 .............. ------- ---------- 6 .......I 4 2 ------ 0 0 1 2 3 4 5 6 7 8 9 iO 11 12 13 14 15 A 17 1`8 19 2 22 23 24 15 26 Z7 18 29 30 31 32 33 34 35 36 37 38 39 40 41 42 -J.-2 ............ -4 -6 ...... ........... .................... -8 ----------- -10 --*—Joist Capacity 0 Joist Load Thoroughbred Engineering Project Title: 239 North Broadway Engineer: Project ID: Project Descr: Printed:15 DEC 2022, 9A5AM Steel Beam Project File:moment calculations.ec6 LIC#:KW-06018604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 10 CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set: IBC 2018 Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D=0.1070, S=0.2940 k/ft, Tributary Width= 1.0 ft Point Load : D=0.2560 k @ 20.0 ft Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of MomentValues SGffiffiary of Sffe-a-r Values Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega D Only Dsgn.L= 40.00 ft 1 0.034 0.009 23.96 23.96 1,179.17 706.09 1.00 1.00 2.27 415.95 249.07 +D+S Dsgn.L= 40.00 ft 1 0.117 0.033 82.76 82.76 1,179.17 706.09 1.00 1.00 8.15 415.95 249.07 +D+0.750S Dsgn. L= 40.00 ft 1 0.096 0.027 68.06 68.06 1,179.17 706.09 1.001.00 6.68 415.95 249.07 +0.60D Dsgn. L= 40.00 ft 1 0.020 0.005 14.38 14.38 1,179.17 706.09 1.00 1.00 1.36 415.95 249.07 Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 Max Upward from all Load Conditions 8.148 8.148 Max Upward from Load Combinations 8.148 8.148 Max Upward from Load Cases 5.880 5.880 D Only 2.268 2.268 +D+S 8.148 8.148 +D+0.750S 6.678 6.678 +0.60D 1.361 1.361 S Only 5.880 5.880 Thoroughbred Engineering Project Title: 239 North Broadway Engineer: Project ID: Project Descr: Printed:15 DEC 2022, 9:45AM Steel Beam Project File:moment calculations.ec6 LIC#:KW-06018604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 10 64 S3 y i 42 L C 0 E 0 f 21 hfEhRfR-» 3A 7A 11R9 iSM 13M 23b9 um 313) 35�9 s9 9 6�taire�ft) 1 DC,h I+D+S I+D+DISOS 1+0.60D 8 4 I. 61 b ERR-» 9 0 .0 N 4 8 3b9 7b3 3M M M I;�arK��ft) 11)0-t I+D+S I+D+OJSOS 1+0.60D THOROUGHBRED Job Name: Itek-Queensbury, NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury, NY 859.785,0383 WWW.THOROUGHBREDFIRM.COM Job Number: 220325 Design By:SRB Joist 10 Reinforcement ANGLE ?x:s of naon.an6ts throilRh Cwiter of gravity y =1� Y. 1 lj� y Fig. I:Geome' ric.(X..and'Y) axesand principal r. . W and } Area d*t+b*t-t^2 Moment of Interia 1/3*(t(d-y)^3+b*y^3-a(y-t)^3) Maximum Allowed Moment W*L^2/8/1000 Maximum Allowed Shear W*L/2/1000 Distributed Load (w) 0.401 k Reaction North (Or East) (Re) 8.15 k Reaction South (Or West) (Rw) 8.15 k Joist 28k10 Length (L) 40 ft Top Chord Area (At) 1.875 Top Chord Moment of Interia 0.695182 Bottom Chord Area 1.429688 Bottom Chord Moment of Interia 0.544828 Maximum Applied Moment , 82.76 k-ft Allowable total distributed load (W) 424 Ib/ft Allowable live distributed load (WLL) 284 Ib/ft Maximum Allowed Moment (Mmax) 84.8 k-ft Yielding Stress (Fy) 501 ksi Maximum Allowed Shear 8.48 K THOROUGHBRED Job Name:Itek-Queensbury, NY DESIGN 1 ENGINEER I CONSTRUCT Location:Queensbury, NY 859.785.0383 1 WWW.THOROUGHBREDFIRM.COM Job Number: 220325 Radius of Gyration for Chord sqrt(moment of interia/Chord Area) Design By:SRB Chord Force DOES NOT NEED Maximum Applied Moment*12/Joist Depth Compression Constan'REINFORCEMENTsQRT(2*Pl()^2*29*10^3/50) Stress Capacity on ChoW NOT USED (1-(L*12/Rx)"2/(2*Cc^2)*(Fy/(5/8+3/8*(L*12/Rx))/Cc- (L*12/(Rx*Cc))^(3/8) Required Extra Area CF/Stress Capacity-At Chord Top Reinforcement Need Chord Reinforcment NO Radius of Gyration for Chord (Rx) 0.608904 in Chord Force (CF) 39.7248 K Compression Constant(Cc) 106.9988 Stress Capacity on Chord 28.04725 ksi Required Extra Area -0.458647 in"2 Distance from Beam to North (Or East) #NUM! ft Distance from Beam to South (Or West) #NUM! ft Max Rod Force Required Area*CF/2 Allowable Weld Force 0.312*sgrt(4*Required Area/PI)*2 Length of Weld Max Rod Force/Allowable Weld Force Weld at ends Max Rod Force -9.109835 K Allowable Weld Force !NUM! K/in Length of Weld #NUM! in Moment of Interia for Joist 26.767*WLL*(L-.33)A3*10^-6 Effective Moment of Interia Moment of Interia for Joist/1.15 Shear Resistented Weld Joist Depth*Required Area/(2*le*Max Shear) Moment of Interia for Rod PI*sgrt(4*Required Area/PI) Radius of Gyration for Rod sgrt(Ir/Required Area) Stress Capacity of Weld (1-(12/Rr)^2/(2*Cc^2))*(Fy/(5/8+3/8*(12/Rr))/Cc)-(12/(Rr*Cc))"(3/8) Stress Applied on Weld CF/(2*(At+Required Area)) Welds along Length of Weld Moment of Interia for Joist 474.5748 in^4 Effective Moment of Interia (le) 412.6737 inA4 Shear resistented by weld -0.113224 K/in/rod Length of Weld #N'UM! in Moment of Interia for Rod (Ir) #NUMI in^4 Radius of Gyration for Rod #NUM! in Stress Capacity of Weld #NUM! ksi Stress Applied on Weld 14.02363 ksi Weld Check #NUM! THOROUGHBRI=D Job Name: Itek-Queensbury, NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury, NY 85 78 .03 3 T OR U H E FI 0 Job Number: 220325 Design By:SRB Chord Bottom Reinforcement Need Chord Reinforcment NO Radius of Gyration for Chord 0.617318 in Chord Force 39.7248 K Compression Constant 106.9988 Stress Capacity on Chord 28.46759 ksi Required Extra Area0®34248= in^2 Distance from Beam to North (Or East) `:#NU VINE-ft Distance from Beam to South (Or West) f IJIMI! ft Weld at ends Max Rod Force -0.680245 K Allowable Weld Force #NUM! K/in Length of Weld #'N[U1M! in Welds along Length of Weld Moment of Interia for Joist 474.5748 in"4 Effective Moment of Interia 412.6737 in^4 Shear resistented by weld -0.008455 K/in/rod Length of Weld 74#NIUfI�; in DOES NOT NEED Moment of Interia for Rod #NUM! in^4 REINFORCEMENT, Radius of Gyration for Rod #NUM! in SO NOT USED Stress Capcity of Weld #NUM! ksi Stress Applied on Weld 14.23379 ksi Weld Check #NUM! Area Required Required Shear Capacity/Joist Depth Length of 3/16 Weld Required Required Shear Capacity/2.78 Distance from Beam (Max Shea r-R)*L/-(Re+Rw) Web Reinforcement Required Shear Capacity 8.15 K Need Web Reinforcment NO Area Required �A "0 ffl Length of 3/16 Weld Required 712.931.65- in Distance from Beam to North (OR WEST) 63 Distance from Beam to South (OR EAST) See AttachediChart . .......... ........ ......... --- --------- Shear Diagram 10 8 6 ------ 4 ...... 2 0 0 1 2 3 4 5 6 7 8 9 1 1 0 ti li;9 1-3 14 1�5 16 i-7 1`8 19 22 23 24 2 1 5 26 27 18 29 30 31 32 33 34 3'5 36 37 38 39 40 4,1 42 -2 -4 -6 ....... -8 ------ f. ...... -10 ------ --o—Joist Capacity --*—Joist Load T horoug4bred Engineering Project Title: 23 9 North Broadway Engineer: Project ID: Project Descr: Printed:15 DEC 2022, 9:47AM Steel Beare Project File:moment calculations.ec6 LIC#:KW-06018604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 11 CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set: IBC 2018 Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D=0.1070, S=0.2940 k/ft, Tributary Width= 1.0 ft Point Load : D=0.480 k @ 8.50 ft Point Load : D=0.480 k @ 15.50 ft Point Load : D=0.06750 k @ 18.750 ft Point Load : D=0.06750 k @ 21.0 ft Point Load : D=0.480 k @ 25.50 ft Point Load : D=0.480 k @ 32.50 ft Maximum Forces&Stresses for Load Combinations Load Combination Max ress a ios bummary of MomentValues Summary of Sffea-rV-aT-ues Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega D Only Dsgn. L= 40.00 ft 1 0.048 0.013 33.72 33.72 1,179.17 706.09 1.00 1.00 3.19 415.95 249.07 +D+S Dsgn.L= 40.00 ft 1 0.131 0.036 92.51 92.51 1,179.17 706.09 1.00 1.00 9.07 415.95 249.07 +D+0.750S Dsgn.L= 40.00 ft 1 0.110 0.031 77.81 77.81 1,179.17 706.09 1.00 1.00 7.60 415.95 249.07 +0.60D a horougVred Engineering Project Title: 239 North Broadway Engineer: Project ID: Project Descr: Printed:15 DEC 2022, 9.47AM Steel Beam Project File:moment calculations.ec6 LIC#:KW-06018604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 11 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of MomentValues Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega Dsgn. L= 40.00ft 1 0.029 0.008 20.23 20.23 1,179.17 706.09 1.00 1.00 1.91 415.95 249.07 Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 Max Upward from all Load Conditions 9.024 9.071 Max Upward from Load Combinations 9.024 9.071 Max Upward from Load Cases 5.880 5.880 D Only 3.144 3.191 +D+S 9.024 9.071 +D+0.750S 7.554 7.601 +0.60D 1.886 1.915 S Only 5.880 5.880 94 it L ti 41 i 0 E 0 f 24 h�hRi3?->Y 3A 7A 1123 SA 19M 23M va 30 3 A H D�arf:e(ft► I DO-h I+D+S,I+D+6.1SDS 14.661) Thoroughpred Engineering Project Title: 239 North Broadway Engineer: Project ID: Project Descr: Printed:15 DEC 2022, 9:47AM Steel Beam Project File:moment calculations.ec6 LIC#:KW-06018604,Build:20.22.10.25 THOROUGHBRED (c)ENERCALC INC 1983-2022 DESCRIPTION: Joist 11 9 5 6 M9MEE0-•rr — 9 n r N ' .9 3.89 in 118 ISM 13,81 23189 NIBS 31183 354 Mk9 Dufalrce(ftM 1 DDft I+D+S I+D+6.ISDS 1+6.60D THOROUGHBfVED Job Name: Itek-Queensbury, NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury, NY 859.785.0383 WWW.THOROUGHBREDFIRM.COM Job Number: 220325 Design By:SRB Joist 11 Reinforcement ANG LE Ax"s of mamants throu . canter of gra:'fty 4� ?1 r R y „ Ccr .k s Y Fig. 1:G.eo r6tric(X.,and Y) axesand principal ON and 4 axes of,5ingie angle. Area d*t+b*t-t^2 Moment of Interia 1/3*(t(d-y)^3+b*y^3-a(y-t)^3) Maximum Allowed Moment W*L^2/8/1000 Maximum Allowed Shear W*L/2/1000 Distributed Load (w) 0.401 k Reaction North (Or East) (Re) 9 k Reaction South (Or West) (Rw) 9 k Joist 28K10 Length (L) 40 ft Top Chord Area (At) 1.875 Top Chord Moment of Interia 0.695182 Bottom Chord Area 1.429688 Bottom Chord Moment of Interia 0.544828 Maximum Applied Moment 85 k-ft Allowable total distributed load (W) 424 Ib/ft Allowable live distributed load (WLL) 284 Ib/ft Maximum Allowed Moment(Mmax) 84.8 k-ft Yielding Stress (Fy) 50 ksi Maximum Allowed Shear 8.481 K THOROUGHBRED Job Name: Itek-Queensbury, NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury,NY 859.785.0383 1 WWW.THOROUGHBREDFIRM.COM Job Number:220325 Radius of Gyration for Chord sqrt(moment of interia/Chord Area) Design By:SRB Chord Force Maximum Applied Moment*12/Joist Depth Compression Constant SQRT(2*PI()^2*29*10^3/50) Stress Capacity on Chord (1-(L*12/Rx)^2/(2*Cc^2)*(Fy/(5/8+3/8*(L*12/Rx))/Cc- (L*12/(Rx*Cc))^(3/8) Required Extra Area CF/Stress Capacity-At Distance from Beam R-sgrt(R^2-2*w*Mmax)/w Chord Top Reinforcement Need Chord Reinforcment YES Radius of Gyration for Chord (Rx) 0.608904 in Chord Force (CF) 40.8 K Compression Constant (Cc) 106.9988 Stress Capacity on Chord 28.04725 ksi Required Extra Area 0.420312 in^2 Distance from Beam to North (Or East) 13.45581 ft Distance from Beam to South (Or West) 13.4558�1 ft 1.„ Max Rod Force Required Area*CF/2 Allowable Weld Force 0.312*sgrt(4*Required Area/PI)*2 Length of Weld Max Rod Force/Allowable Weld Force Weld at ends Max Rod Force 8.574364 K Allowable Weld Force 0.456484 K/in Length of Weld 18.,78�349 in Moment of Interia for Joist 26.767*WLL*(L-.33)^3*10"-6 Effective Moment of Interia Moment of Interia for Joist/1.15 Shear Resistented Weld Joist Depth*Required Area/(2*le*Max Shear) Moment of Interia for Rod PI*sgrt(4*Required Area/PI) Radius of Gyration for Rod sgrt(Ir/Required Area) Stress Capacity of Weld (1-(12/Rr)^2/(2*Cc^2))*(Fy/(5/8+3/8*(12/Rr))/Cc)-(12/(Rr*Cc))^(3/8) Stress Applied on Weld CF/(2*(At+Required Area)) Welds along Length of Weld Moment of Interia for Joist 474.5748 in^4 Effective Moment of Interia (le) 412.6737 inA4 Shear resistented by weld 0.114582 K/in/rod Length of Weld024z535 in Moment of Interia for Rod (Ir) 0.224933 in^4 Radius of Gyration for Rod 0.731545 in Stress Capacity of Weld 72.44802 ksi Stress Applied on Weld 8.887681 ksi Weld Check JOK THOROUGHMED Job Name: Itek-Queensbury, NY DESIGN I ENGINEER I CONSTRUCT Location:Queensbury,NY 859.785.0383 1 WWW.THOROUGHBREDFIRM.COM Job Number: 220325 Design By:SRB Chord Bottom Reinforcement Need Chord Reinforcment YES Radius of Gyration for Chord 0.617318 in Chord Force 40.8 K Compression Constant 106.9988 Stress Capacity on Chord 28.46759 ksi Required Extra Area ;0 O^03'S21 in^2 Distance from Beam to North (Or East) 3_4'S581{ft Distance from Beam to South (Or West) µ 13.4'558=1 ft Weld at ends Max Rod Force I 0.071836 K Allowable Weld Force 0.041783 K/in Length of Weld 1.7�19�2�1 in �,� j Welds along Length of Weld Moment of Interia for Joist 474.5748 in^4 Effective Moment of Interia 412.6737 in^4 Shear resistented by weld 0.00096 K/in/rod Length of Weld ;' 0` 54;09f in § �_ Moment of Interia for Rod 1.58E-05 inA4 Radius of Gyration for Rod 0.066959 in Stress Capcity of Weld -30.24058 ksi Stress Applied on Weld 14.23379 ksi Weld Check INOTOK Area Required Required Shear Capacity/Joist Depth Length of 3/16 Weld Required Required Shear Capacity/2.78 Distance from Beam (Max Shea r-R)*L/-(Re+Rw) Web Reinforcement Required Shear Capacity 9 K Need Web Reinforcment YES Area Required "' �; ii0 Length of 3/16 Weld Required 3.2�371 in Distance from Beam to North (OR WEST) q _ s Distance from Beam to South (OR EAST) eeAtta,ched.,Chart p. Shear Diagram 10 ------------ ------............. ....... ....... 6 4 2 0 23 lo 41 32 :Q 34 35 3'6 37 18 39 40 41 42 i2 Z4 1 1 0 2 3 4 5 6 7 8 9 10 11 1,2 13 14 15 16 17 18 19 25 27 �8 i9 -2 -4 -8 ... ..... • -10 ...........- ........ Capacity --*—Joist Load ----------- InCOMcheck Software Version 4.1.5.3 Envelope Compliance Certificate pE CE E Project Information Energy Code: 2018 IECC DEC 2 0 2022 Project Title: Immunotek Bio Center Location: Glens Falls, New York TO OF QUEENS BURY Climate zone: 6a E3UILDING& CODES Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: 176 Quaker Road Jay Williams Lonnie Smith,Architect Queensbury, NY 12804 Immunotek Bio Centers, LLC 2130 Lexington Road 1430 E Southlake Blvd Suite H Suite 200 Richmond, KY 40475 ENERGREV Y CODE FOR Southlake,Tx76092 859-624-3755 lonnie@Isdesig group. iz ODE COMPLIANCE FILE COPY Building Area Floor Area 1-Health Care-Clinic: Nonresidential 15502 Envelope Assemblies R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC. Floor 1:Slab-On-Grade:Unheated,[Bldg.Use 1-Health Care- — 10.0 0.700 — 0.540 — Clinic] Roof 1:Insulation Entirely Above Deck,[Bldg.Use 1-Health -- 30.0 0.032 — 0.032 — Care-Clinic] NORTH Exterior Wall 1:Steel-Framed,16"o.c.,[Bldg.Use 1 -Health — -- — — — --- Care-Clinic],Exemption:Framing cavity filled with insulation. Window 1:Metal Frame:Fixed,Other,Fixed,Fixed,[Bldg.Use 1- -- -- 0.270 0.210 0.360 0.531 Health Care-Clinic],Exemption:Surface-applied window film on single pane assembly. EAST Exterior Wall 3:Steel-Framed, 16"o.c.,[Bldg.Use 1-Health — -- __ — — Care-Clinic],Exemption:Framing cavity filled with insulation. Door 5:Insulated Metal,Swinging,[Bldg.Use 1 -Health Care- — — 0.370 -- 0.370 -- Clinic] SOUTH Exterior Wall 4:Steel-Framed,16"o.c.,[Bldg.Use 1 -Health — -- — — — — Care-Clinic],Exemption:Framing cavity filled with insulation. WEST Exterior Wall 2:Steel-Framed,16"o.c.,[Bldg.Use 1-Health — Care-Clinic],Exemption:Framing cavity filled with insulation. Door 2:Insulated Metal,Swinging,[Bldg.Use 1 -Health Care- — -- 0.370 -- 0.370 --- Clinic] - Door 3:Insulated Metal,Swinging,[Bldg.Use 1 -Health Care- — --- 0.370 — 0.370 — Clinic] Project Title: Immunotek Bio Center Report date: 11/21/22 Data filename: F:\ImmunoTek\22220 176 Quaker Rd(Queensbury,NY)\Documents\COMCheck\ltek-Queensbu NY-2018 IECC.cck R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor ' SHGC U-Factor SHGC Door 4:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Health — -- 0.179 — 0.179 -- Care-Clinic] Door 6:Glass(>50%glazing):Metal Frame,Entrance Door, — -- 0.270 0.210 0.770 0.400 Entrance Door,Entrance Door,[Bldg.Use 1 -Health Care-Clinic], Exemption:Surface-applied window film on single pane assembly. (a)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope Envelope Compliance Statement Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. lO,Ju tl �cut'IZ 4 �� /• 2/-2� Name-Title S' n ure Date Project Title: Immunotek Blo Center Report date: 11/21/22 Data filename: F:\ImmunoTek\22220 176 Quaker Rd(Queensbury,NY)\Documents\COMCheck\ltek-Queensbu NY-2018 IECC.cck F COMcheck Software Version 4.1.5.3 Inspection Checklist Energy Code: 2018 IECC Requirements: 18.0% 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? Cornmehtsmssumptl fs. &Re :ID C103.2 ;Plans and/or specifications provide all ❑Complies Requirement will be met. [PR1]1 !information with which compliance ❑Does Not can be determined for the building ❑Not Observable envelope and document where exceptions to the standard are ❑Not Applicable ;claimed. C402.4.1 ;The vertical fenestration area <=30 ❑Complies Requirement will be met. [PR10]1 percent of the gross above-grade wall ;❑Does Not ;area. []Not Observable! []Not Applicable I C402.4.1 `The skylight area <= 3 percent of the ;❑Complies :Requirement will be met. [PR11]1 gross roof area. E❑Does Not I 1❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Immunotek Bio Center Report date: 12/15/22 Data filename: F:\ImmunoTek\22220 176 Quaker Rd (Queensbury, NY)\Documents\COMCheck\ltek-Queensbu NY-2018 IECC.cck Section Footing Li 04u tion lnspection Complies?. Comments/Assumptions::::: .: &Req:ID : ...:. C303.2 'Slab edge insulation installed per ❑Complies ;Requirement will be met. [F0O ;manufacturer's instructions. ❑Does Not l ;❑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 Porvalues. [F03]?. and R-value consistent with insulation ❑Does Not specifications reported in plans and COMcheck reports. ,❑Not Observable '❑Not Applicable C402.2:4 I Slab edge insulation depth/length. ❑Complies Exception: Requirement does not apply. [F07]? '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 C4.02.2:6 Radiant heating systems panels ;❑Complies Exception: Requirement does not apply. [FQ12]3 ;insulated to>=R-3.5 on face opposite '❑Does Not j i space being heated. :See the Envelope Assemblies table for values. i ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Immunotek Bio Center Report date: 12/15/22 Data filename: F:\ImmunoTek\22220 176 Quaker Rd (Queensbury,NY)\Documents\COMCheck\ltek-Queensbu NY-2018 IECC.cck section #t .: : Framing/Rough-In Inspection ^Complies?.: ... Comments/Assumptions & Req.ID C303:1.3 .!Fenestration products rated in ;❑Complies ;Requirement will be met. [FR12]2, accordance with NFRC. '❑Does Not i❑Not Observable ❑Not Applicable C303.1.3 ;Fenestration products are certified as ;❑Complies ;Requirement will be met. [FR13]1 ito performance labels or certificates ❑Does Not provided. ❑Not Observable`: ❑Not Applicable j C402.4.3 ;Vertical fenestration SHGC value. T Complies ;See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ;❑Not Observable ❑Not Applicable C402.4.3, 'Vertical fenestration U-Factor. ❑Complies .See the Envelope Assemblies table for values. C402.4.3. ;❑Does Not 4 [FR8]1 ❑Not Observable ❑Not Applicable i C402.4A ;U-factor of opaque doors associated '❑Complies See the Envelope Assemblies table for values. [FR14]z ;with the building thermal envelope ❑Does Not meets requirements. ;❑Not Observable ;❑Not Applicable C402.5.1. ;The building envelope contains a ;❑Complies ;,Requirement will be met. 2.1 .continuous air barrier that is sealed in t Does Not [FR19]1 an approved manner and material 'permeability<=0.004 dfm/ft2.Air ❑Not Observable barrier penetrations are sealed in an :❑Not Applicable ;approved manner. C402.5.2; ;Factory-built fenestration and doors E]Complies Requirement will be met. C402.5.4 !are labeled as meeting air leakage ❑Does Not [FRlg]3.. ,requirements. ❑Not Observable 1,❑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: 11 High Impact(Tier 1) 2:1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Immunotek Bio Center Report date: 12/15/22 Data filename: F:\ImmunoTek\22220 176 Quaker Rd (Queensbury, NY)\Documents\COMCheck\ltek-Queensbu NY-2018 iECC.cck -Section , . - ------- --- - # Mechanical.Rough=in Inspection ComplRes? Comments/As§umptions = &.Req.ID C402.5.5, ;Stair and elevator shaft vents have ;❑Complies !Exception: Requirement does not apply. C403.2.4... motorized dampers that automatically UDoes Not 3 ;close.Refernece section C403.7.7 for [ME3]3 ;operational details. ❑Not Observable; i ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2_ Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Immunotek Bio Center Report date: 12/15/22 Data filename: F:\Im,munoTek\22220 176 Quaker Rd (Queensbury,NY)\Documents\COMCheck\ltek-Queensbu NY-2018 IECC.cck Section # .. ..; '".Rou h'IWE.lectrical Ins ectiorr .:;: Complies?;.' Comments/Assumptions,. 9 P & Req:ID C405.6 ;Low-voltage dry-type distribution ;❑Complies Requirement will be met. [EL26]2 electric transformers meet the �❑Does 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]? ;efficiency requirements of Tables '❑Does Not ;C405.7(1)through C405.7(4). Efficiency verified through certification;❑Not Observable under an approved certification ❑Not 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 [EL28jZ. :' reduce speed to the minimum ❑Not Observable 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]?. :.;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: Immunotek Bio Center Report date: 12/15/22 Data filename: FAl.mmun9Tek\22220 176 Quaker Rd (Queensbury, NY)\Documents\COMCheck\ltek-Queensbu -NY-2018 IECC.cck Section . . #: Insulation%Inspection CompliesT Comments/Assumptions & C303.1 ,Roof insulation installed per ;❑Complies ;Requirement will be met. [IN3]1 !manufacturer's instructions. Blown or :❑Does Not ;poured loose-fill insulation is installed ;❑Not Observable' only where the roof slope is <=3 in !12. ❑Not Applicable C402.2.1 'Insulation installed on a suspended ;❑Complies !Requirement will be met. [IN20]1 :ceiling having ceiling tiles is not being ❑Does 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 ;❑Complies ;Requirement will be met. [IN10]z with R-value or insulation certificate ❑Does Not ;providing R-value and other relevant data. '❑Not Observable ❑Not Applicable C303.2 'Above-grade wall insulation installed ;❑Complies ;Requirement will be met. [IN7]1 :per manufacturer's instructions. :❑Does Not ❑Not Observable' ❑Not Applicable C303:21`:;Exterior insulation is protected from ❑Complies Exception: Requirement does not apply. [IN14]2' .,-,damage with a protective material. ❑Does.Not :,Verification for exposed foundation !insulation may need to occur during ❑Not Observable .!Foundation Inspection. ;❑Not Applicable C402.1.3. !Non-swinging opaque doors have R- I❑Complies ;Exception: Requirement does not apply. [IN19]3 I4.75 insulation. !❑Does Not ! ;❑Not Observable ! ❑Not Applicable C105 ;Installed above-grade wall insulation ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 :type and R-value consistent with !❑Does Not ;insulation specifications reported in ! ;plans and COMcheck reports. ❑Not.Observable; ❑Not Applicable C402.2 3 Installed floor insulation type and R- !❑Complies ;See the Envelope Assemblies table for values. [IN8]? !value consistent with insulation '.❑Does Not ';specifications reported in plans and lCOMcheck reports. ❑Not Observable '0Not Applicable C402.2.6 ;Radiant panels and associated '❑Complies :Exception: Requirement does not apply. ;components, designed for heat ;❑Does Not ;transfer from the panel surfaces to the; 'occupants or indoor space are ❑Not Observable; 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. i C402.5.1. ;All sources of air leakage in the ❑Complies ;Requirement will be met. 1 !building thermal envelope are sealed, '❑Does Not [IN1]1 ;caulked, gasketed, weather stripped or wrapped with moisture vapor- ❑Not Observable permeable wrapping material to ;❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Immunotek Bio Center Report date: 12/15/22 Data filename: F:\ImmunoTek\22220 176 Quaker Rd (Queensbury, NY)\Documents\COMCheck\ltek-•Queensbu NY-2018 IECC.cck Section Final.lnspection. Complies? Comments%Assumptions;`: &Req:ID: C402.5.6 ;Weatherseals installed on all loading ;❑Complies ;Requirement will be met. [FI37]1 dock cargo door openings and provide U]Does Not direct contact along the top and sides of vehicles parked in the doorway. ;❑Not Observable :❑Not Applicable C402.5.6 Weatherseals installed on all loading '❑Complies 'Requirement will be met. [FI37]1 dock cargo door openings and provide �❑Does Not ;direct contact along the top and sides iof vehicles parked in the doorway. ❑Not Observable: ❑Not Applicable C402.5.6 !Weatherseals installed on all loading ;❑Complies ;Requirement will be met. [FI37]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 ; C402.5.6 ;Weatherseals installed on all loading !❑Complies ;,Requirement will be met. [FI37]1 1dock cargo door openings and provide ❑Does Not :direct contact along the top and sides of vehicles parked in the doorway. ;❑Not Observable ',[]Not Applicable C402.5.8 'Recessed luminaires in thermal ;❑Complies Requirement will be met. [FI26P envelope to limit infiltration and be IC '❑Does Not rated and labeled.Seal between interior finish and luminaire housing. ❑Not Observable ❑Not Applicable 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 Ito owner how building, equipment and ;systems are intended to be installed, maintained, and operated. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Immunotek Bio Center Report date: 12/15/22 Data filename: F:\ImmunoTek\22220 176 Quaker Rd (Queensbury, NY)\Documents\COMCheck\ltek-Queensbu NY-207.E IECC.cck n --C-OMcheck Software Version 4.1.5- Interior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Immunotek Bio Center Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: 176 Quaker Road Jay Williams Lonnie Smith,Architect Queensbury, NY 12804 Immunotek Bio Centers, LLC 2130 Lexington Road 1430 E Southlake Blvd Suite H Suite 200 Richmond, KY 40475 Southlake,TX 76092 859-624-3755 lonnie@lsdesigngroup.biz Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Health Care-Clinic Total Allowed Watts= N/A Area Category Exemption Clualifications Activity Area #Fixtures Total#Watts Pre-Alt. Repl./Added Pre-Alt. Post-Alt. _Health Care-Clinic(15502 cn_ft_1sn_ft_1 1000.000 1000.000 Exemption:Replacement of bulbs and ballasts only. 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. Health Care-Clinic(15502 so ft1:-Exempt LED 1:L1/L1 E:LED 2X4:LED Panel 60W: 1 41 60 2460 LED 2:L2/L2E:LED 2X4:LED Panel 54W: 1 121 50 6050 LED 3:L7/L7E:LED 2X4:LED Panel 54W: 1 26 60 1560 LED 4:L4:LED 2X4:LED Panel 33W: 1 6 27 162 Total Proposed Watts= N/A Interior . . PASSES Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting alteration project represented in this document Is consistent with the building plans,specifications, and other calculations submitted w' r t plication.The proposed Interior lighting systems have been designed to meet the 2018 IECC requiremen Version 4.1.5.4 and to comply with any applicable inAdatory requi en s n th�nspection Che 10- Avd/ Name-Title Signa Da Project Title: Immunotek Bio Center Report date: 12/14/22 Data fllename: P:\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\ltek-Queensbury, Page 1 of 23 2018 IECC.cck - -C Mcheck Software Version Exterior Lighting Compliance Certificate Project Information Energy Code. 2018 IECC Project Title: Immunotek Bio Center Project Type: Alteration Exterior Lighting Zone 2(Neighborhood business district(LZ2)) Construction Site: Owner/Agent: Designer/Contractor: 176 Quaker Road Jay Williams Lonnie Smith,Architect Queensbury, NY 12804 Immunotek Bio Centers, LLC 2130 Lexington Road 1430 E Southlake Blvd Suite H Suite 200 Richmond, KY 40475 Southlake,TX 76092 859-624-3755 lonnie@lsdesigngroup.biz Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Parking(Parking area) 58558 M 0.04 Yes 2342 Total Tradable Watts(a)= 2342 Total Allowed Watts= 2342 Total Allowed Supplemental Watts(b)= 400 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 400 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. Parking(Parking area 58558 f112):Tradable Watt= LED 1:A:POLE MTD LED:Other: 1 5 200 1000 Total Tradable Proposed Watts= 1000 Exterior Lighting PASSES Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting alteration project represented in this document Is consistent with the building plans,specifications, and other calculations submitted with this per i ppl'catio .The proposed exterior lighting systems have been designed to meet the 20JFLIECC re uirements In COMc V s' .5.4 and to comply with any applicabli ndatory requiremnits Ifs in t nspeC Checklist. /yG A I01 Name-Title Signature Date Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\ltek-Queensbury, Page 2 of 23 -2018 IECC.cck COMcheck Software Version 4.1.5.4 Mechanical Compliance Certificate . Project Information Energy Code: 2018 IECC Project Title: Immunotek Bio Center Location: Glens Falls,New York Climate Zone: 6a Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: 176 Quaker Road Jay Williams Lonnie Smith,Architect Queensbury, NY 12804 Immunotek Bio Centers, LLC 2130 Lexington Road 1430 E Southlake Blvd Suite H Suite 200 Richmond,ICY 40475 Southlake,TX 76092 859-624-3755 lonnie@lsdesigngroup.biz Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (RTUA)(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=200 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency: 80.00%Et or 80%AFUE Cooling:1 each-Single Package DX Unit,Capacity=64 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=14.50 SEER,Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 1 (ENTRY/WAITING--Compliance(Motor nameplate HP method):Passes Fans: RTUi Supply,Constant Volume,2000 CFM,1.0 motor nameplate hp,85.0 fan efficiency grade EF1 Exhaust,Constant Volume,300 CFM,0.1 motor nameplate hp,85.0 fan efficiency grade 1 HVAC System 2(RTU-2)(Single Zone): Heating:I each-Central Furnace,Gas,Capacity=200 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency: 80.00%Et or 80%AFUE Cooling:1 each-Single Package DX Unit,Capacity=83 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.50 EER,Required Efficiency: 11.00 EER +12.6 IEER Fan System: FAN SYSTEM 21 DONOR AREA--Compliance(Motor nameplate HP method):Passes Fans: RTU2 Supply,Constant Volume,3400 CFM,2.8 motor nameplate hp,0.0 fan efficiency grade 1 HVAC System 3(RTU-3)(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=200 kBtu/h Proposed Efficiency=00.00%Et,Required Efficiency: 80.00%Et or 80%AFUE Cooling:1 each-Single Package DX Unit,Capacity=83 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.50 EER,Required Efficiency: 11.00 EER +12.6 IEER Fan System: FAN SYSTEM 3 1 DONOR AREA--Compliance(Motor nameplate HP method):Passes Fans: RTU3 Supply,Constant Volume,3400 CFM,2.8 motor nameplate hp,0.0 fan efficiency grade 1 HVAC System 4(RTU-4)(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=60 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency: 80.00%Et or 80%AFUE Cooling:1 each-Single Package DX Unit,Capacity=38 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=14.70 SEER,Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 41 STERILE SUPPLIES--Compliance(Motor nameplate HP method):Passes Project Title: Immunotek Bio Center Report date: 12/14122 Data filename: P:\Misc\03-IMMUNOTEM22121-QUEENSBURY-NY\21.ComCheck energy form\ltek"-,Queensbury, Page 3 of 23 -2018 IECC.cck Quantity System Type&Description Fans: RTU4 Supply,Constant Volume,1600 CFM,1.0 motor nameplate hp,0.0 fan efficiency grade 1 HVAC System 5(RTU-5)(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=200 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency: 80.00%Et or 80%AFUE Cooling:1 each-Single Package DX Unit,Capacity=64 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=15.00 SEER,Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 5 1 BACK OF HOUSE—Compliance(Motor nameplate HP method):Passes Fans: RTU5 Supply,Constant Volume,2000 CFM,1.0 motor nameplate hp,0.0 fan efficiency grade EF2 Exhaust,Constant Volume,300 CFM,0.1 motor nameplate hp,0.0 fan efficiency grade 1 HVAC System 6(FC-1)(Single Zone): Cooling:1 each-Split System,Capacity=18 kBtu/h,Air-Cooled Condenser,No Economizer,Economizer exception:None Proposed Efficiency=20.00 SEER,Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 61 IT ROOM--Compliance(Motor nameplate HP method):Passes Fans: FC1 Supply,Constant Volume,646 CFM,0.3 motor nameplate hp,0.0 fan efficiency grade 1 HVAC System 7(Single Zone): Heating:6 each-Unit Heater,Gas,Capacity=60 kBtu/h Proposed Efficiency=80.00%Ec,Required Efficiency: 80.00%Ec Fan System: None 1 Water Heater 1: Gas Storage Water Heater,Capacity:48 gallons,Input Rating:40 kBtu/h w/Circulation Pump No minimum efficiency requirement applies Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans,specifications,and other calculations submitted with this perm'F� ,' he proposed mechanical systems have been designed to me the 2018 IECC requirements in COMcheck Versiocomply with any applicable mandatory requiremen s li ed in the Insp ion ist. Name-Title Signature Date Project Title: lmmunotek Bio Center Report date: 12/14/22 Data filename: P:\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\ltek-Queensbury, Page 4 of 23 -2018 IECC.cck COMcheck-Software Version 4.1.5.4 Inspection Checklist Energy Code: 2018 IECC Requirements: 86.0% 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. SectionT�— — # Plan Review Complies? ^— Comments/Assumptions & Req AD C103.2 Plans,specifications,and/or —;[]Complies Requirement will be met. — ____---- [PR2)1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the mechanical ❑Not systems and equipment and 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. [PR3]1 calculations provide all information ❑Does Not with which compliance can be determined for the service water ❑Not Observable heating systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide._ C103.2 Plans,specifications, and/or ❑Complies Requirement will be met. [PR4)1 calculations provide all information '❑Does Not with which compliance can be determined for the interior lighting ❑Not Observable and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of. bulbs and ballasts,transformers and control devices. C103.2 Plans,specifications,and/or ❑Complies Requirement will be met. [PR8]1 calculations provide all Information ❑Does Not with which compliance can be '[]Not Observable determined for the exterior lighting and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. Additional Comments/Assumptions: FIOHigh Impact(Tier 1)- - j 2- Medium Impact(Tier 2) ( 3 Low Impact(Tier 3) {{ Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:%Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\Itek:-Queensbury, Page 5 of 23 -2018 IECC.cck' # Footing/Foundation Inspection Complies? T_ Comments/Assumptions C403.12.2 Snow/ice melting system and freeze UComplies :Exception: Requirement does not apply. protection systems have sensors and ;❑Does Not , C403.12.3 controls configured to limit service for ❑Not Observable [F0913 pavement temperature and outdoor ❑Not Applicable temperature.future connection to pp controls. Additional Comments/Assumptions: 1 High Impact(Tier 1) ! 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: immunotek Bio Center Report date: 12/14/22 Data filename: P:\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\ltek:Queensbury, Page 6 of 23 -2018 IECC.cck 5 Sizctlon _ - — - - - # Plumbing Rough-in Inspection ! Complies? Comments/Assumptions C404.5, 'Heated water supply piping conforms []Complies Exception:Requirement does not apply. C404.5.1, Ao pipe length and volume []Does Not C404.5.2 :requirements. Refer to section details. ❑Not Observable [PL6]3 ❑Not Applicable C404.5, Heated water supply piping conforms Complies Exception:Requirement M - -- ❑ ement does not apply. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to sect!on'deta1Is. []Not Observable [PL6]3 ❑Not Applicable C404.5, Heated water supply .-___.___._.____-_._____.__.__ Heated water.._-_pp y 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. []Not Observable [PL6]3 ❑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. ❑Not Observable [PL6]3 ❑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. ❑Not Observable [PL6]3 ❑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. ❑Not Observable [PL6]3 []Not Applicable C404.5, Heated water supply piping conforms ❑Complies 'Exception: Requirement does not apply. C404.5.1, -to pipe length and volume E❑Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable [PL6]3 ❑Not Applicable C404.5, :Heated water supply piping conforms ❑Complies -Requirement will be met. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. ,❑Not Observable [PL6]3 ❑Not Applicable C404.6.1, Automatic time switches installed to :❑Complies Requirement will be met. C404.6.2 automatically switch off the ❑Does Not [PL311 recirculating hot-water system or heat ❑Not Observable trace. ;❑Not Applicable C404.6.3 :Pumps that circulate water between a '❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls :[]Does Not that limit operation from startup to ❑Not Observable <=5 minutes after end of heating cycle. •❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply, [PL7]3 heater and storage tank have controls ,❑Does Not that limit operation from startup to ;❑Not Observable <= 5 minutes after end of heating cycle. —❑Not Applicable 1[High Impact(Tier 1) 2 ,Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\ltek-Queensbury, Page 7 of 23 -2018 IECC.cck 'Section # Plumbing Rough-In Inspection Complies? ` Comments/Assumptions & C404.6.3 :Pumps that circulate water between a '❑Complies _ Exception:Requirement does not apply. [PL7]3 'heater and storage tank have controls :❑Does Not that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating cycle. ❑Not Applicable C404.6.3 .Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to []Not Observable <= 5 minutes after end of heating ❑Not Applicable pplicable C404.6.3 'Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ❑Not Observable <=5 minutes after end of heating cycle. ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception:Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating ❑Not Applicable pplicable ---......... .._...., . . _ _ C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating cycle. ❑Not Applicable --- -- -— ---------- _ -- ------- ----------- C404.6.3 Pumps that circulate water between a .❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ❑Not Observable <=5 minutes after end of heating []Not Applicable pplicable ____—___.—___ __._ —_-----._. _. _------------------------ -----.— -----_._ .- --...._._ C404.7 Demand recirculation water systems ❑Complies Exception:Requirement does not apply. [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. [PLB]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 ODoes Not upon receiving a signal from the ❑Not Observable action of a user of a fixture or 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 EDoes 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. I1 High Impact(Tier 1) r2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) —— Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\ltek-Queensbury, Page 8 of 23 -2018'IECC.cck Section' -- - - # Plumbing Rough-In Inspection Complies? Comments/Assumptions C404.7 Demand recirculation water systems []Complies _ Exception:Requirement does not apply. [PL8]3 have controls that start the pump ❑Does Not upon receiving a signal from the ❑Not Observable action of a user of a fixture or appliance and limits the temperature ❑Not Applicable of the water entering the cold-water piping to 1040F. C404.7 Demand recirculation water systems ❑Complies Exception: Requirement does not apply. [PL8]3 have controls that start the pump ❑Does Not upon receiving a signal from the []Not Observable action of a user of a fixture or 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. (pLB]3 have controls that start the pump ❑Does Not upon receiving a signal from the ❑Not Observable action of a user of a fixture or ❑Not Applicable appliance and limits the temperature 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 ❑Does Not upon receiving a signal from the ❑Not Observable action of a user of a fixture or appliance and limits the temperature []Not Applicable of the water entering the cold-water piping to 104°F. Additional Comments/Assumptions: i 11High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) — Project Title: Immunotek Blo Center Report date: 12/14122 Data filename: P:\Mist\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\ltek-Queensbury, Page 9 of 23 -2018 IECC.cck Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions C402.2.6 :Thermally ineffective panel surfaces of❑Complies Exception: Requirement does not apply. [ME41]3 sensible heating panels have ❑Does Not insulation >= R-3.5. ❑Not Observable ❑Not Applicable C403.11.3 HVAC piping insulation insulated in ❑Complies Requirement will be met. [ME61]2 accordance with Table C403.11.3. ❑Does Not Insulation exposed to weather is ❑Not Observable protected from damage and is provided with shielding from solar ❑Not Applicable radiation. C403.11.3 HVAC piping insulation insulated in ❑Complies Exception:Requirement does not apply, [ME6112 accordance with Table C403.11.3. []Does Not Insulation exposed to weather is ❑Not Observable protected from damage and is provided with shielding from solar ❑Not Applicable radiation. 6403.8.1 HVAC fan systems at design ❑Complies Requirement will be met. [ME65]3 conditions do not exceed allowable ❑Does Not fan system motor nameplate hp or fan see the Mechanical systems list for values. system bhp, ❑Not Observable ❑Not Applicable C403.8.3 Fans have efficiency grade(FEG)>= ❑Complies Requirement will be met. [ME117]2 67.The total efficiency of the fan at ❑Does Not the design point of operation <= 15% ❑Not Observable of maximum total efficiency of the fan. ❑Not Applicable -C46.8.47 Motors for fans that are not less than ❑Complies Exception: Requirement does not apply. [ME142]2 1/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or ❑Not Observable have a minimum motor efficiency of 70 percent.These motors have the ❑Not Applicable means to adjust motor speed. C403.8.4 Motors for fans that are not less than ❑Complies Exception: Requirement does not apply. [ME142]2 1/12 hp and less than 1 hp are - ❑Does Not electronically commutated motors or ❑Not Observable have a minimum motor efficiency of 70 percent.These motors have the ❑Not Applicable means to adjust motor speed. C403.8.4 Motors for fans that are not less than ❑Complies Exception: Requirement does not apply. [ME142]2 1/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or ,❑Not Observable have a minimum motor efficiency of 70 percent.These motors have the ❑Not Applicable means to adjust motor speed. C403.8.4 Motors for fans that are not less than ❑Complies Exception: Requirement does not apply. [ME142]2 1/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or :❑Not Observable have a minimum motor efficiency of ❑Not Applicable 70 percent.These motors have the PP __ means to adjust motor speed.t l ___._--------------_-- __-._�____..------------.---------------------------_-.._.-__.___._- C403.8.4 Motors for fans that are noess than ❑Complies Exception: Requirement does not apply. [ME142]2 1/12 hp and less than 1 hp are •❑Does Not electronically commutated motors or ❑Not Observable have a minimum motor efficiency of ❑Not Applicable 70 percent.These motors have the pp means to adjust motor speed. C403.8.4 Motors for fans that are not less than [ Complies Requirement will be met. EME14212 1/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or []Not Observable have a minimum motor efficiency of ❑Not Applicable 70 percent.These motors have the pP means to adjust motor speed. 111Hi h Im p act(Tier 1) �-2�-1_ 1 MQium Impact(Tier 2) r 3 Law pact(Tier 3) L— —9— ------ 1. --i Impact Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\ltek,-Queensbury, Page 10 of 23 -2018 IECC.cck ectlon- - ^# Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.11) C403.8.5 Each DX cooling system > 65 kBtu ❑Complies Exception: Requirement does not apply. [ME143]2 and chiller water/evaporative cooling ❑Does Not system with fans> 1/4 hp are ❑Not Observable designed to vary the indoor fan airflow ❑Not as a function of load and comply with Applicable —detailed requirements of this section. ,— C403.8.5 Each DX cooling system > 65 kBtu ❑Complies Exception: Requirement does not apply. [ME143]2 and chiller water/evaporative cooling ❑Does Not system with fans> 1/4 hp are ❑Not Observable designed to vary the indoor fan airflow ❑Not as a function of load and comply with Applicable detailed requirements of this section. 6403.8.5 Each DX cooling system > 65 kBtu ❑Complies Exception: Requirement does not apply. [ME143]2 and chiller water/evaporative cooling ❑Does Not system with fans> 1/4 hp are ❑Not Observable designed to vary the indoor fan airflow as a function of load and comply with ❑Not Applicable detailed requirements of this section. C403.8.5 Each DX cooling system >65 kBtu ❑Complies Exception: Requirement does not apply. [ME143]2 and chiller water/evaporative cooling ❑Does Not system with fans> 1/4 hp are ❑Not Observable designed to vary the indoor fan airflow ❑Not as a function of load and comply with Applicable detailed requirements of this section. C403.8.5 Each DX cooling system > 65 kBtu ❑Complies Exception: Requirement does not apply. [ME143]2 and chiller water/evaporative cooling ❑Does Not system with fans> 1/4 hp are ❑Not Observable designed to vary the indoor fan airflow as a function of load and comply with ❑Not Applicable detailed requirements of this section. C403.8.5 Each DX cooling system > 65 kBtu ❑Complies Exception:Requirement does not apply. [ME143]2 and chiller water/evaporative cooling ❑Does Not system with fans> 1/4 hp are ❑Not Observable designed to vary the indoor fan airflow:❑Not Applicable as a function of load and comply with 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 ❑Not Observable device or timer switch. ❑Not Applicable C4012.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. [ME551? ❑Does Not []Not Observable ❑Not Applicable C403.5.5. .Fault detection and diagnostics ❑Complies Requirement will be met. [ME113]21 .installed with air-cooled unitary DX ❑Does Not units having economizers. ❑Not Observable ❑Not Applicable C403.55 . Fault detection and diagnostics ❑Complies Requirement will be met. [ME113]2 installed with air-cooled unitary DX []Does Not units having economizers. ❑Not Observable ❑Not Applicable C403.5.,5 Fault detection and diagnostics ❑Complies Requirement will be met. [ME113]2 installed with air-cooled unitary DX []Does Not units having economizers. '❑Not Observable ❑Not Applicable � 1 J High Impact(Tier 1) Z Medium Impact(Tier 2) i 3 1 Low Impact(Tier 3) Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\itek-Queensbury, Page 11 of 23 -2018•IECC.cck �ectlon --- # Mechanical Rough-In Inspection Complies? Comments/Assumptions C403.5.5 Fault detection and diagnostics ❑Complies Requirement will be met. [ME113]2 installed with air-cooled unitary DX ❑Does Not units having economizers. ❑Not Observable ❑Not Applicable C403.2.2 Natural or mechanical ventilation is ❑Complies Requirement will be met. [ME59]1 provided In accordance with ❑Does Not International Mechanical Code :[--]Not Observable Chapter 4. Mechanical ventilation has capability toeduceoutdorairsu to minimum er IMC Cha ter 4,supply ❑Not Applicable pp I C403.7.1 Demand control ventilation provided ❑Complies Exception: Requirement does not apply. [ME59]1 for spaces >500 f:2 and >25 ❑Does Not people/1000 ft2 occupant density and ❑Not Observable served by systems with air side 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 ❑Not Observable fans to 50%or less of design capacity. ❑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 []Not Observable provided with controls that '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 ❑Complies Exception: Requirement does not apply. [ME57]1 systems meeting Table C403.7.4(1) :❑Does Not and C403.7.4(2). .❑Not Observable ❑Not Applicable C403.7.5 Kitchen exhaust systems comply with ❑Complies Exception: Requirement does not apply. [ME116]3 replacement air and conditioned []Does Not supply air limitations,and satisfy hood rating requirements and maximum []Not Observable exhaust rate criteria. ❑Not Applicable C403.11.1 HVAC ducts and plenums insulated in ❑Complies Requirement will be met. accordance with C403.11.1 and ❑Does Not C403.11.2, constructed in accordance with [ME60].2 C403.11.2,verification may need to ❑Not Observable occur during Foundation Inspection: ❑Not Applicable _ _�_—.__..__.____.-------_—__ -_. _..____..•-.. —________..._._—. ______._— —_—__._._.._..._...._—_------__--- 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, [ME62]1 ventilation controls, high-limit shut-off,!❑Not Observable integrated economizer control,and '❑Not Applicable provide a means to relieve excess outside air during operation. C403.5, Air economizers provided where mplies Requirement will be met. C403.5.1, required, meet the requirements for '❑Does Not C403.5.2 design capacity, control signal, [ME62]1 ventilation controls,high-limit shut-off,'❑Not Observable integrated economizer control, and []Not Applicable provide a means to relieve excess outside air during operation. 1 High Impact(Tier 1) !. 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) F Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:\Misck03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\Itek-Queensbury, Page 12 of 23 -2018 IECC.cck Section= —_ ._._ - - -- ---------- - ----- # Mechanical Rough-In Inspection I Complies? Comments/Assumptions & Req,ID,— 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 [ME6211 ventilation controls,high-limit shut-off, ❑Not Applicable integrated economizer control,and 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, ❑Not Applicable integrated economizer control,and pp 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 [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. Alr economizers automatically reduce ❑Complies Requirement wil[be met. 3 outdoor air intake to the design '❑Does 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. Air economizers automatically reduce ❑Complies Requirement will be met. 3 outdoor air intake to the design ❑Does 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. Air economizers automatically reduce ❑Complies Requirement will be met. 3 outdoor air intake to the design ❑Does 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 '❑Does 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 []Does Not [ME125)1 operation to prevent overpressurizing []Not Observable the building.The relief air outlet []Not Applicable located to avoid recirculation Into the _____..._.__-building, .,_..__._ ___.__-•._._---....- _.-----------.--------._.____-_-_ C403.5.3. System capable of relieving excess ❑Complies Requirement will be met. 4 outdoor air during air economizer ❑Does Not [ME12511 operation to prevent overpressurizing ❑Not Observable the building.The relief air outlet '❑Not Applicable located to avoid recirculation into the -_._____building. f 1 IHigh Impact(Tier 1) _1 2 1Medium Impact(Tier 2)-- ( 3 Low Impact(Tier 3) -a Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P-.\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\ltek-Queensbury, Page 13 of 23 -2018 IECC.cck Section # Mechanical Rough-in Inspection L Complies? Comments/Assumptions C403.5.3. System capable of relieving excess ❑Complies Requirement will be met. 4 outdoor air during air economizer ❑Does Not [ME125]1 operation to prevent overpressurizing []Not Observable the building.The relief air outlet ❑Not Applicable located to avoid recirculation into the pp _ building. ✓- -- - C403.5.3. Return,exhaust/relief and outdoor air .❑Complies Requirement will be met. 5 dampers used in economizers have []Does Not [ME12611 motorized dampers that automatically -❑Not Observable shut when not in use and meet '❑Not Applicable maximum leakage rates.Reference pp 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 ,❑Does 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 'ElComplies Requirement will be met. 5 dampers used in economizers have ❑Does Not (ME12611 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 ❑Does Not [ME12611 motorized dampers that automatically ❑Not Observable shut when not in use and meet ❑Not Applicable maximum leakage rates.Reference pp section C403.7.7 for details. C403.4.1. Heating for vestibules and air curtains ❑Complies Exception: Requirement does not apply. 4 with integral heating include '❑Does Not [ME63]2 automatic controls that shut off the :❑Not Observable heating system when outdoor air -❑Not Applicable temperatures >45F..Vestibule pp 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 1❑Com ties Requirement will be met. [ME3511 kBtu/h-50% >240 kBtu/h-25% '❑Does Not ❑Not Observable ❑Not Applicable C403.3.3 Hot gas bypass limited to: <=240 ❑Complies :Requirement will be met. [ME3511 kBtu/h-50% >240 kBtu/h-25% :❑Does Not ❑Not Observable ,❑Nat Applicable ---- as bypass limited to: <-240. ._..._. _.v._v.—___..___..-.--•-_---_...--.,__-- --�-__. ....._..-------- C403.3.3 Hot ...._. g yp _ ❑Complies Requirement will be met. [ME3511 kBtu/h-50% >240 kBtu/h-25% []Does Not ;C]Not Observable' .❑Not Applicable -_ ........ ----- C403.3.3 Hot gas bypass limited to: <=240 ❑Complies Requirement will be met. [ME3511 kBtu/h-50%>240 kBtu/h-25% ❑Does Not :❑Not Observable ❑Not Applicable C403.3.3 Hot gas bypass limited to: <=240 :❑Complies :Requirement will be met. [ME3511 kBtu/h- 50%>240 kBtu/h-25% ❑Does Not ;❑Not Observable ❑Not Applicable 1]High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Immunotek Bio Center Report date. 12/14/22 Data filename: P:\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\ltek-Queensbury, Page 14 of 23 -2018 IECC.cck # I Mechanical Rough-In Inspection Complies? i Comments/Assumptions &Req.ID ___-- 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 C404.2.1 Gas-fired water-heating equipment :❑Complies Requirement will be met, IME11112 Installed in new buildings: where a :❑Does Not singular piece of water-heating ❑Not Observable equipment>= 1,000 kBtu/h serves the entire building,thermal efficiency ❑Not Applicable >=90 Et.Where multiple pieces of water-heating equipment serve the building with combined rating >= 1,000 kBtu/h;the combined input- capacity-weighted-average thermal efficiency>= 90 Et. Exclude input rating of equipment in individual dwelling units and equipment<= 100 kBtu/h. C408.2.2. Air outlets and zone terminal devices ❑Complies Requirement will be met. 1 have means for air balancing. ❑Does Not [ME53]3 •❑Not Observable ❑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 -❑Does Not C403.5.2 remote compressors and remote []Not Observable [ME12313 condensers not located in a ❑Not Applicable condensing unit, have fan-powered condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with C403.5.2.. Additional Comments/Assumptions: 1 t(Impact High Impact(Tier 1) r 2 Medium pacTier 2) _ 1 3 i t(Tier Low Impact 3) t ---- _.._— Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:\Misc\03-IMMUNOTEKk22121-QUEENSBURY-NYk2l.ComCheck-energy form\Itek-Queensbury, Page 15 of 23 -2018 IECC.cck Section # Rough-In Electrical Inspection I Complies? Comments/Assumptions & Req.ID! C405.2.2. Spaces required to have light- '❑Complies Requirement will be met, 2 reduction controls have a manual :❑Does Not [EL22]1 control that allows the occupant to ❑Not Observable reduce the connected lighting load in ❑Not Applicable a reasonably uniform illumination pp pattern>= 50 percent. C405.2.1, Occupancy sensors installed in ❑Complies Requirement will be met. C405.2.1. classrooms/lecture/training rooms, ❑Does Not 1 conference/meeting/multipurpose ❑Not Observable [EL18]1 rooms,copy/print rooms, ❑Not Applicable lounges/breakrooms, enclosed offices, pp 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 Requirement will be met. 2 warehouses: In warehouses,the ❑Does Not [EL19I1 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 Requirement will be met. 3 open plan office areas: Occupant ❑Does Not [EL20]1 sensor controls In open office spaces ❑Not Observable >=300 sq.ft.have controls 1} configured so that general lighting can ❑Not Applicable 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 Requirement will be met. C405.2.2, sensors(per C405.2.1)have time- ;❑Does Not 1, switch controls and functions detailed :❑Not Observable 2 C405.2.2. in sections C405.2.2.1 and C405.2.2.2.:❑Not Applicable [EL21]2 —— ----. 1 Hi h Impact(Tier 1) _T 2 Medium Impact(Tier 2) T Ti Low Impact(Tier 3) Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\ltek-Queensbury, Page 16 of 23 -2018 IECC.cck 5ectWn - # Rough-in Electrical inspection Complies? I Comments/Assumptions C405.2.3, Daylight zones provided with _❑Complies Requirement will be met. C405.2.3. individual controls that control the ❑Does Not 1, lights Independent of general area ❑Not Observable C405.2.3. lighting. See code section C405.2.3 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 []Not Observable automatically controlled and separated from general lighting. ❑Not Applicable C405.2.5 Manual controls required by the ❑Complies Requirement will be met. [EL28pull energy code are in a location with ❑Does Not ready access to occupants and ❑Not Observable located where the controlled lights are ❑Not Applicable visible,or identify the area served and PP their status. C405.2.6 Automatic lighting controls for exterior ❑Complies^ Requirement will be met. (EL30]nu° lighting installed. Controls will be ❑Does Not daylight controlled,set based on .❑Not Observable business operation time-of-day,or reduce connected lighting > 30%. ❑Not Applicable C, 5.3 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 Requirement will be met. [EL26]? electric transformers meet the ❑Does Not minimum efficiency requirements of ❑Not Observable Table C405.6. []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). ❑Not Observable Efficiency verified through certification under an approved certification ❑Not Applicable program or the equipment efficiency ratings shall be provided by motor manufacturer(where certification programs do not exist). C405:8.3, 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 [EL28]? reduce speed to the minimum ❑Not Observable 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: ll HighTlmpact C fer 1)-�2 Medium Impact(Tier Z} , 3 (Low Impact(Tier 3)-- Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:kMisck03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\Itek-Queensbury, Page 17 of 23 -2018 IECC.cck r - 1�High Impact(Tier 1) �`� Medium Impact(Tier Z) 3 Low Impact(Tier 3) Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\Itek-Queensbury, Page 18 of 23 -2018 IECC.cck r gectlon'- # Final inspection Complies? Comments/Assumptions &Re .ID C303.3, .Furnished 0&M instructions for ❑Complies Requirement will be met. C408.2.5. -systems and equipment to the :❑Does Not 2 building owner or designated []Not Observable [FI17]3 representative. ❑Not Applicable C303.3, Furnished O&M manuals for HVAC ❑Complies Requirement will be met. C408.2.5. systems within 90 days of system ❑Does Not 3 acceptance. ❑Not Observable [FIB]3 ❑Not Applicable C403.2.2 HVAC systems and equipment ❑Complies Exception:Multiple units of the same type of equipment with [FI27]3 capacity does not exceed calculated []Does Not sequencing controls. 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 (FI47]3 .Minimum one humidity control device []Not Observable per installed ❑Not Applicable humidification/dehumidification system. -----------__----_------------...._..._.._..---- —... ._----- --•---__ -- C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [FI4713 'Minimum one humidity control device ❑Not Observable per Installed 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 :❑Not Observable per installed *❑Not Applicable humidification/dehumidification pp 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 .❑Not Observable per installed ❑Not Applicable humldification/dehumidification pp 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 []Not Observable per installed ❑Not Applicable humidification/dehumidification pp system. C403.2.4. Heating and cooling to each zone Is ❑Complies Requirement will be met. 1 'controlled by a thermostat control. :❑Does Not [FI47]3 Minimum one humidity control device :❑Not Observable •per installed '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 _ (1 iHigh Impact(Tier 1) 1 2 Medium Impact(Tier 2) t 3 Low Impact(Tier 3) _ Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:1Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\ltek-Queensbury, Page 19 of 23 -2018 IECC.cck Sectioni - # Final Inspection Complies? Comments/Assumptions C403.2.4. Temperature controls have setpoint ❑Complies -_Requirement will be met. 1.3 overlap restrictions. ❑Does Not (F120]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 [F13913 programmable control system. ❑Not Observable []Not Applicable C403.2.4. Automatic Controls: Setback to 55OF ❑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 ❑Not Observable 2.4013 backup .[]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 C403.2.4. Systems include optimum start ❑Complies Requirement will be met. 2.3 controls. []Does Not [1`I41]3 []Not Observable ❑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 C403.2.4. Systems include optimum start ❑Complies Requirement will be met. 2.3 controls. ❑Does Not [F141]3 []Not Observable ❑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 C403.2.4. Systems include optimum start ❑Complies Requirement will be met. 2.3 controls. ❑Does Not [FI41]3 []Not Observable ❑Not Applicable C404.3 Heat traps installed on supply and ❑Complies Requirement will be met. [911]3 discharge piping of non-circulating ❑Does Not systems. ❑Not Observable ❑Not Applicable C40_4_ All piping insulated in accordance with :❑Complies Requirement will be met. [F125]2 section details and Table C403.11.3. ❑Does Not []Not Observable ❑Not Applicable C404.6.1 Controls are installed that limit the ❑Complies Exception:Requirement does not apply. [FI12]3 operation of a recirculation pump ❑Does Not installed to maintain temperature of a ❑Not Observable storage tank.System return pipe is a dedicated return pipe or a cold water .❑Not Applicable supply pipe �1 Higpact(Tier 1) - i Z Medium h Im Impact(Tier 2) 3 TLow Impact(Tier 3) Project Title: Immunotek Bio Center Report date: 12/14122 Data filename: P:\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NYk2l.ComCheck energy formYtek-Queensbury. Page 20 of 23 -2018 IECC.cck Section' -# -` Final Inspection Complies? Comments/Assumptions C405.4.1 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [FI18)1 lighting power is consistent with what ❑Does Not Is shown on the approved lighting []Not Observable plans,demonstrating proposed watts 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. [FI19)1 with what is shown on the approved ❑Does Not lighting plans, demonstrating •❑Not Observable proposed watts are less than or equal ❑Not Applicable to allowed watts. 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 ❑Not Observable manufacturers'information, 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. [F128)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. ❑Does 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, '013oes Not [FI10)1 calibration and adjustment of controls. ❑Not Observable []Not Applicable C408.2.3. Economizers have been tested to- ❑Complies Requirement will be met. 3 ensure proper operation. ❑Does Not [FI32)1 ❑Not Observable ❑Not Applicable C408.2.4 Preliminary commissioning report ❑Complies Requirement will be met. [F129)1 completed and certified by registered ❑Does Not design professional or approved •❑Not Observable agency. ❑Not Applicable C408.2.5. Furnished HVAC as-built drawings ;❑Complies Requirement will be met. 1 submitted within 90 days of system ❑Does Not IF17I3 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 ;❑Does Not [F130)1 receipt of certificate of occupancy. []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 TAMedium Impact(Tier 2) _1 3 Low Impact(Tier 3)-�l Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:1Mlsc\03-IMMUNOTEK\22121-QUEENSBURY-NY121.ComCheck energy form\Itek-Queensbury. Page 21 of 23 -2018 IECC.cck Vectibn I - _ - # Final inspection Complies? Comments/Assumptions & Req_ID C408.3 Lighting systems have been tested to ;❑Complies Requirement will be met. [FI33)1 ensure proper calibration,adjustment, :❑Does Not programming,and operation. ❑Not Observable. ❑Not Applicable ; _`---------- ----^ ---- Additional Comments/Assumptions: rl High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:\Misc\03-IMMUNOTEM22121-QUEENSBURY-NY\21.ComCheck energy farm\ltek-Queensbury, Page 22 of 23 -2018 IECC.cck ' 9 1 Project Title: Immunotek Bio Center Report date: 12/14/22 Data filename: P:\Misc\03-IMMUNOTEK\22121-QUEENSBURY-NY\21.ComCheck energy form\ltek-Queensbury, Page 23 of 23 -2018 IECC.cck FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW, Immunotek Bio Cneter 176 Quaker Rd CC-0703-2022 15,502 S.F. Comm Interior Alterration 11/25/22 I have reviewed the submitted drawings for the above project; and offer the following comments: 1) Verify Fire extinguisher locations 2) Locks / latches shall comply with 2020 NYSFC. 3) Verify operation of existing exit / emergency lights. 4) Verify paths of egress 5) CO Detection required 6) EVAC plan 7) NFPA 72 letter of compliance required for any alterations to the Fire Alarm System. -System Layout -NYS License for installer -Spec. sheets for all appliances and equipment -External H/S at FDC, active on all alarms -Sprinkler system monitoring -Central station monitoring -A witness function test by the FM office is required -HVAC shutdown may be required Fire Marshal 's Office - Phone: 518-761-8206 - Fax: 518-745-4437 firemarshal@queensburtL.net - www.queensbury.net 8) Plans for Sprinkler System /NFPA 13 letter of compliance required for any modifications to the Sprinkler System 9) Knox Box to be Relocated from rear loading dock to front doors 10) Verify Storage Deputy Fire Marshal Tyson Converse 742 Bay Road Queensbury NY 12804 518 761 8205 tysonc@queensbury.net Fire Marshal 's Office Phone: 518-761-8206 Fax: 518-745-4437 firemarshal@queensbury.net • www.queensbury.net 14" TREE 12" TREE10 PARKING SPACES 10 PARKING SPACES 10 PARKING SPACES 9 PARKING SPACES 6 PARKING SPACES 5 PARKING SPACES 4 PARKING SPACES 5 P A R K I N G S P A C E S 7 P A R K I N G S P A C E S 16" TREE14" TREE 16" TREE 25.1'25.1' 30 . 0 ' 75 . 0 ' 66 . 2 ' 49 . 9 ' 10 . 2 ' 4.7' 69.2 ' 20.0 ' 10.0'16.0' 24 . 0 ' 65.2' 18 6 . 2 ' 20.0' 21 0 . 0 ' 81.3'10.0' 10.0' 6. 7 ' 67 . 5 ' 84 . 6 ' 2 0 P A R K I N G S P A C E S 6 P A R K I N G S P A C E S MONUMENT IRON PIPE/REBAR BOOK PAGE RIGHT OF WAY SIGN FLAGPOLE MAILBOX DUMPSTER HANDICAP SYMBOL TELEPHONE MANHOLE STORM MANHOLE CATCH BASIN LIGHT POLE WALL-MOUNTED LIGHT BOLLARD TREE WATER METER GAS VALVE GAS METER UTILITY POLE GUY WIRE ELECTRIC METER UNKNOWN MANHOLE ELECTRIC MANHOLE SANITARY MANHOLE WATER VALVE FIRE HYDRANT WATER SHUT OFFCLEAN OUT WELL IRRIGATION CONTROL VALVE PROPERTY LINE SETBACK LINE WETLANDS BOUNDARY STREAM OR BROOK PROPERTY LINE (PQ) TREE LINE GAS LINE ELEC./TELE. LINE OVERHEAD WIRES WATER LINE SANITARY SEWER CHAIN LINK FENCE WOOD FENCE STORM SEWER GUIDE RAIL SHT. OF REV. DRAWING TITLE CLIENT NAME SCALE: DATE: PROJ. NO: DRAWN BY: ENG. BY: CHK'D BY: REVISIONS REV.DATE DESCRIPTION DRAWING NO. AS NOTED 7/6/2022 22-983 RAS RAS ES IMMUNOTEK BIO CENTERS 5750 JOHNSTON ST. SUITE 302 LAFAYETTE, LA 70503 C-100 1 2 1 SITE PLAN 176 QUAKER RD QUEENSBURY, NY, 12804 ZONING CLASSIFICATION: COMMERCIAL INTENSIVE (CI) AND UNDERGROUND UTILITY OVERLAY ZONE PROPOSED USE: BLOOD PLASMA DONATION FACILITY (HEALTH CARE FACILITY) MINIMUM REQUIRED AREA: 1.0 ACRES PER PRINCIPAL BUILDING - 2.32 ACRES PROVIDED. TAX MAP NO. 302.7-1-42 LOT SIZE: 2.32 ACRES TOTAL PROPOSED DISTURBED AREA: +/- 0 SQ. FT. PROPOSED NEW BUILDING AREA: 0 SQ. FT. TOTAL ADDITIONAL IMPERVIOUS AREA: 0 SQ. FT. TOTAL RESULTING IMPERVIOUS AREA ON ENTIRE SITE: 77,876 SQ FT. (77%) LOCATED IN TOWN OF QUEENSBURY SEWER DISTRICT EMPLOYEES: 30 TOTAL EMPLOYEES, 25 ON SITE AT ONCE REQUIRED PARKING: PARKING SPACES SHALL BE MIN. 9 FT. X 18 FT. REQUIRED 1 PER 500 SQ. FT. OF BUILDING PER QUEENSBURY CODE 179-4-090 15,500 SQ. FT. BUILDING / 500 SQ. FT. PER SPACE 31 SPACES REQUIRED SPACES PROVIDED: 92 SETBACK REQUIREMENTS DIMENSION REQUIRED PROPOSED FRONT [1] 75 FT. 68 FT. SIDE YARD [1] 20 FT. 69 FT. SIDE YARD [2] 20 FT. 10 FT. REAR YARD [1] 25 FT. N/A HEIGHT (MAX) 40 FT. 15 FT. PERMEABILITY 30% 23% PARKING 31 92 ZONING/SITE INFORMATION PROJECT LOCATION EXIST. SEWER CLEANOUT EXIST. 10"-12" PIPE TO DIRECT STORMWATER EXIST. DROP INLET EXIST. HYDRANT PRESUMED EXIST. CATCH BASIN OUTLET TO DITCH EXIST. 8" WATER SERVICE LINE EXIST. 18" CMP ACROSS QUAKER ROAD TO HALFWAY CREEK EXIST. GAS VALVES EXIST. CULVERT EXIST. DITCH TO DIRECT STORMWATER EXIST. DITCH LEGEND EXIST. MUNICIPAL SANITARY SEWER MANHOLE EXIST. U/G ELEC. AND TELE. LINES EXIST. U/G GAS LINE EXIST. 12" CMP EXIST. 12" HDPE STORM SWALE/DITCH EXIST. 6" PVC LATERAL PER TOWN OF QUEENSBURY DEPARTMENT OF WASTEWATER EXIST. 4" HDPE STORMWATER LINE EXIST. 10" HDPE STORMWATER LINE SIGN DISTANCE TO PROP. LINE EXIST. TREES TO BE REMOVED NEW ILLUMINATED WALL SIGNS NEW DOUBLE-SIDED ILLUMINATED FREE-STANDING SIGN HEIGHT 11.7' EXIST. HEDGES TO BE REMOVED TWO (2) EXIST. STORMWATER MANHOLES TO BE PUMPED OF WATER AND CRUSHED/FILLED EXIST. DUMPSTER TO BE REMOVED EXIST. CONCRETE AREA TO BE BROKEN UP AND BURIED TO BE CONVERTED TO GREEN SPACE SLOPING AWAY FROM BUILDING 1 4/5/2023 MINOR REVISIONS 1 1 1 1 1 1 N O R T H 150 30 60 UNITS: FEET 90 PROPOSED SITE PLAN 1" = 30' SECTION 302.7 BLOCK 1 LOT 62 N/F COUNTY OF WARREN DPW DEED BOOK 1010, PG 136 (VARIABLE W I D T H P U B L I C R . O . W . ) QUAKER R O A D SECTION 302.7 BLOCK 1 LOT 42 N/F ALDI INC-SO. WINDSOR DIVISION DEED BOOK 989, PG 16 EXIST. RET. WALL BUILDING SETBACK SECTION 302.7 BLOCK 1 LOT 41 N/F MB-NEW YORK INC DEED BOOK 682, PG 683 15' FREE-ST A N D S I G N S E T B A C K 25' FREE-ST A N D S I G N S E T B A C K 100' WALL SI G N S E T B A C K 30' SAN SEWER EASEMENT RIGHT OF WAY BLDG. HEIGHT 14.4' OVERHANG HEIGHT 19.5' ONE STORY MASONRY BUILDING NO. 176 (NOT POSTED) AREA = ±15,500 SQ. FT. EXIST. WOOD FENCE EXIST. GRAVEL PATH ASPHALT RAMP TO CONCRETE LANDING. MAX RAMP SLOPE 1:12 MAX LANDING SLOPE 1:48 PROPOSED DUMPSTER ENCLOSURE AREA, SEE ARCHITECTURAL PLANS FOR DETAIL 1 1 SEE ARCHITECTURAL PLANS FOR STRIPING DETAILS OF NEW LOADING AREA 1