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stormwater report
b2o167 E i Li ' ity TOWN OF QUEENBBURY BUILDING&CODES STORMWATE R MANAGEMENT REPORT Prepared for: George Rhein Chestnut Ridge Road ` Tax Map #'s 290.1-1-22.8 `\„` Town of Queensbury Warren County, New York Prepared by: Hutchins Engineering • 169 Haviland Road Queensbury, NY 12804 June 18, 2018 290.-1-22.8 RC-0395-2018 Rhein, George & Liz 147 Chestnut Ridge Rd. SFD w/gas FP 2741 s.f., Gar. 617 s.f. • Project Description The project consists of the development of a vacant 3.88-acre parcel for George Rhein, in which a new 3-bedroom home will be constructed, along with a new on-site wastewater system, well, landscaping and stormwater management. The parcel is situated on the west side of Chestnut Ridge Road in the Town of Queensbury, Warren County, New York. Total project disturbance upon both parcels totals -22,400± square-feet. Existing Site Conditions • - The portion of the vacant lot that will be disturbed is predominantly grass and brush with some deciduous trees. The project site slopes east to west at just below 15%; site soils are mapped as Charleton fine sandy loam, HSG-B. Site slopes over the house site generally range from 10 to just under 15%. Design Storm Events: 25-year, 24hr, Type-II distribution, 4.5" Existing Conditions Calculated Stormwater Runoff from the Site: Design Point — Runoff to downhill side of the parcel 25 -year design storm (4.5") 0.46 cfs 0.032 acre-feet Proposed Stormwater Management For residential projects, the Town of Queesbury requires that 25-year design storm be evaluated in predeveloped vs. developed site conditions. Runoff from the constructed drive and parking areas and the adjacent upland portions will be conveyed to ,a shallow swale in the front lawn of the proposed residence. This swale has been designed for extreme storms to direct discharge to a conveyance swale along the north property line which directs runoff into a lower swale just west of the existing rock wall. Runoff from the roof area of the new home will be captured in roof gutters and will be piped to a proposed conveyance swale that along the north property line that will direct runoff to a new shallow eyebrow swale just west of the existing rock wall. Runoff calculations have been prepared utilizing SCS TR-20 methodology and HydroCAD analysis software for 25-year Type-II simulated rainfall distributions. Criteria utilized in the analysis are summarized as follows: Design Storm Events: 25-year, 24hr, Type-II distribution, 4.5" Proposed Conditions Calculated Stormwater Runoff from the Site: Design Storm Events: 25-year, 24hr, Type-II distribution, 4.5" Design Point — Runoff to the lower undeveloped portion of the parcel 25 -year design storm (4.5") 0.21 cfs 0.003 acre-feet The developed site has been modeled as.a series of subcatchments (drainage areas) and ponds, as shown on the HydroCAD drainage diagram. Full results of stormwater runoff computations are attached to this report. Results The analyses show that the shallow swales are of adequate capacity to manage calculated runoff from the proposed construction for the design storm event. Reductions in both runoff rate and volume are realized from the existing conditions for the 25-year design storms. Construction Phase Erosion Practices Practices to be implemented during construction for erosion and sediment control include silt fencing and temporary sediment traps in various portions of the total disturbed area. Silt fencing will be placed across slopes (on the contour) in all areas downgrade of disturbed areas. Temporary sediment traps will be utilized in areas where construction phase runoff concentrates. Temporary Erosion and Sediment Control Measures Erosion and sediment control measures will be incorporated into the construction of the project. These practices will comply with the New York State Department of Environmental Conservation publication entitled "New York State Standards and Specifications for Erosion and Sediment Control" (the blue book). The following temporary erosion and sediment control devices are to be utilized: Sediment Control Fence Silt Fence shall be used to control erosion from sheet flow on slopes not to exceed 1 on 3. Concentrated flows shall not be directed toward the silt fence. The silt fence must be installed parallel to the contour lines to eliminate drainage along the fence. Temporary Seeding Land that is stripped of vegetation will be seeded and planted as soon as possible. Any area that will remain cleared but not under construction for 14-days or longer will be seeded with a ryegrass mixture and mulched to stabilize soil until construction resumes. Temporary Diversion Swales Temporary diversion swales shall be constructed either to divert clean stormwater runoff from newly graded areas or to direct sediment laden runoff to a sediment trapping device. Dust Control Measures for dust control during construction shall be implemented as needed. Daily water sprays will be used during dry conditions. In addition to water sprays, temporary mulching, temporary seeding and covering stockpiles with tarps shall be implemented when necessary. Erosion Control Blanket Fabricated straw or biodegradable mesh blankets shall be utilized to protect and temporarily stabilize slopes of 1:3 or greater and applied to graded, topsoiled and seeded slopes. Blankets will be attached with staples or stakes in accordance with manufacturer's recommendations. Blankets will be maintained in place until permanent groundcover is firmly established. Control of Litter, Construction Debris and Construction Chemicals ' During the course of construction, the site shall be kept clear of debris and litter which could be transported by water or wind. This material shall be picked up daily and shall be stored in waste debris containers where it will be securely held. All petroleum products or other waste contaminants which are water soluble, or could be dispersed and transported by stormwater, shall be stored in covered containers and be regularly removed from the site and properly and legally disposed of. All petroleum or other hazardous materials shall be stored and handled in conformance with NYSDEC spill prevention and containment requirements. Sequence of Construction . Prior to the start of construction, the contractor shall install the sediment control fence along the low side of each area to be disturbed to contain runoff from the construction site. Following the completion of. all planting and the establishment of all grass areas, any collected sediment, rock check dams and sediment control fencing shall be removed. Any debris from the perimeter of the site shall be removed and all waste material shall be disposed of in a legal manner. Maintenance of Temporary Erosion &Sediment Control Devices •The contractor shall inspect the sediment control fence weekly and after every rain event and remove trapped sediment and maintain the devices such that they are in good working order. Permanent Erosion Control All pervious areas shall be graded, topsoil installed and seeded or planted as soon as practical. Seed beds shall be mulched with straw and plant beds shall be mulched with pine bark mulch. Seeded areas on slopes over 1:3 shall be stabilized with erosion control netting as specified on the plans. Attachments • Soils Map • Subcatchment Map— Existing Model • Subcatchment Map— Proposed Model HydroCAD • - Existing Condition —Type-II 24 hr Rainfall = 4.5" (25-year) - Proposed Condition —Type-II 24 hr Rainfall = 4.5" (25-year) • Soils Map ixa --- ,f=' : yzir',',iro74 . /j --- f1 i" Ch#rtnn NIX randy /„•,.L,,•'=' ,, . -Y -- 444m,•1$tn? / :=tc: - frO:-Y�3T p#r,5pptsldp*s .ac'.. ,•, -=" 1.h.'II.Gan '�+ 04kYli k 10Am r �'j 4 — 8 p4r4a i#stapts J J -., tvtadalkn Aye; - O.r.:.a �; f silt,» -_Y'_^ ptF rtn acpti.;',.. ".,ra. - �Jal,III*!corm! ; '' • '".. J4=tn,e and,0>.- .. "'�.. ', f ,,,:%ta#3nfink nil'/ • 4*I: ---` tnt$nFzs_t f z}y i..,n!;. /----- w-�, fF : 1..._,1:::':.PS'r;;"?.:1'',;1:-'?:::.:1 ,;N\\ t - IChar6Eartrs• c_`<;r' a0.:+�a.= ff a»iy loam."G to v, t,`% t ^;r 'Fbchx n,n,91�dn f' j} �#' ''i J -----"\\T—P, - S _ 1 Hu�hs.Fuu'.mri 1r .. — .?,.„..0#Int • -4--•"' :- a¢,+i;5,t aknfi slap# '. .\._:\:1____-) ' ' .: .„ _ -' - ~4 ridQt tine -.,____'''S'\;.-' _,- _--^-- Mud;ansik' - ';--i ?r,',x3.. s*n Isom, iu taam,3 to 8 '''>'lr cr„Y,::z/ -Oil,,'It-,,,.''8 p 4entxlapac t,'%.''ry'xu.71.fitf ..Gi?d: fir,., ;.- f;e:;.rd,�i '+;,.:,<} •t---'�--"—`" jji"``''�-�- - kutildAt;n 1 98>iws 'n'==. If( `e 7 '' gilt.l000n t \-"-",r--",,`f.- - - 7, ,0 `dY`xci JE'4 'it /r e�a.Tm Qe'ac=l manE.i c( `1 ptr . 41liop-,4 pt :4' f :fiORn2u` n- 'across3;i;,,ikt-d�t)rt.l' - - '¢ ";t_.z ', r. • ( . sandytaam 1£mrtd4t trot __�-- • as dylatrtt_3 - -cT---T '. { Ipt,ten silk June 188,2018 1:9,028 0 0.075 0.15 0.3 is ❑ Parcels I i t , ', , ', 1 0 0.125 0.25 0.5 noL Town Boundaries • a:!,s_:',.S"CA tia1rO Onno c CoYa0rm2n 5=1VYn m c X -ates� p� Q.cn t!) cc.}ro 0 o ter` Ul a 111 rnc - m T. Z To t Si tJ u o ' 4 , ua a t a -.. 44 so �o,— ii MI iMri9i�_ --------7----..„...-------------------7--- otir,_ RQ •—__.--7____________ -- „r -----.---. 111111i 456 ��' y6°•Y oo°y \ _ - st • • • • EXISTING • • EXISTING SITE • Subcat Reach Pond MI Drainage Diagram for 291270 RHEINE STORMWATER MANGEMENT-EXISTING Prepared by{enter your company name here}, Printed 6/21/2018 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC • 291270 RHEINE STORMWATER MANGEMENT- EXISTING Prepared by {enter your company name here} Printed 6/21/2018 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.514 55 >75% Grass cover, Good, HSG B (EXISTING) 0.514 TOTAL AREA 291270 RHEINE STORMWATER MANGEMENT- EXISTING Prepared by.{enter your company name here} Printed 6/21/2018' HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.514 HSG B EXISTING 0.000 HSG C 0.000 HSG D 0.000 Other 0.514 TOTAL AREA s 291270 RHEINE STORMWATER MANGEMENT- EXIS Type ll 24—hr 25 yr storm Rainfall=4.50" Prepared by{enter your company name here} Printed 6/21/2018 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 4 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment EXISTING: EXISTING SITE Runoff Area=22,390 sf 0.00% Impervious Runoff Depth>0.74" Flow Length=170' Slope=0.1352 '/' Tc=10.7 min CN=55 Runoff=0.46 cfs 0.032 af Total Runoff Area=0.514 ac Runoff Volume=0.032 af Average Runoff Depth =0.74" 100.00% Pervious=0.514 ac 0.00%Impervious=0.000 ac 291270 RHEINE STORMWATER MANGEMENT- EXIS Type ll 24-hr 25 yr storm Rainfall=4.50" Prepared by{enter your company name here} Printed 6/21/2018 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment EXISTING: EXISTING SITE Runoff = 0.46 cfs @ 12.05 hrs, Volume= 0.032 af, Depth> 0.74" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 25 yr storm Rainfall=4.50" Area (sf) CN Description 22,390 55 >75% Grass cover, Good, HSG B 22,390 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.6 150 0.1352 0.24 Sheet Flow, SHEET FLOW Grass: Dense n= 0.240 P2=2.40" 0.1 20 0.1352 5.52 Shallow Concentrated Flow, SHALLOW CONC FLOW Grassed Waterway Kv= 15.0 fps 10.7 170 Total Proposed Conditions { a . I 1 � j I ._ 1 1 1 � 1 1 l I ( i l , , I I / / i l_l - tI �.... 1 11 16111 4. �� / PRE/ . , I P-Z / lrr „ � ., / / / // / / / t.,/ .!' / 1,4/ / / / 11°AIN 1%1 1 43 i!.1450)111) 1.0 r Illif 41.-.1 • Ai. riAti- 1_111 / / 11 / , 1 i /LI 1 ' a' / '7 * 519Ill / 0 --=;---j-j—__P}),2/ ) i Atli/LI/0i / sob; i lig i„, , 440 / d. / `,Y /7ZY . Ii% t,Voa.0 A h441 4 ,,, :,-,,..... ipriA 4 .--:-•1: -----••-:-.s1,:- .,,,,.,„... • -.::::::7,. - a , .... , ,7/ siw jar r Li -::::-::::::::::::; :tyl--.-:- i':-._,:•.i.... pr 4 a 4 / jI _�``~sY:::::!:,..,,:::';:. ;*i:;::3::.;...‘:;: :.,::§,:.::.':-.,;•;:,.7:;:: ..:,!..:':!-?1- �-' NTS �S�°P� �� ~~'` SED SUSCATCHME e� PRO. pf e red for: ° ! 1.q1 GEOR Road �0 / 169 Haviland 128p4 Queensbury.Q3Q� Phone y�� / •:�— jngBClnGA t5 518 7 5—Q3Q8 Fax o Hu tch►ns En9 II fi r • v. a a 1S 2S FRONT IDE OF HO SE HOUS ROOF 1 P ---_ —___H> 1 R 3P FRONT SWALE NORTH GRASSED SWALE REAR WALE Mill , DESIGN POINT - AT OUTFALL Subcat Reach A Drainage Diagram for 291270 RHEINE STORMWATER MANGEMENT-PROPOSED Prepared by{enter your company name here}, Printed 6/21/2018 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC z - 4 291270 RHEINE STORMWATER MANGEMENT- PROPOSED Prepared by{enter your company name here} Printed 6/21/2018 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.371 55 >75% Grass cover, Good, HSG B (1 S, 2S) 0.077 98 Paved parking, HSG B (1S) 0.065 98 Unconnected roofs, HSG B (2S) 0.514 TOTAL AREA 291270 RHEINE STORMWATER MANGEMENT - PROPOSED Prepared by{enter your company name here} Printed 6/21/2018 HydroCADO 9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.514 HSG B 1 S, 2S 0.000 HSG C 0.000 HSG D 0.000 Other 0.514 TOTAL AREA l wn � 291270 RHEINE STORMWATER MANGEMENT - PROPOSED Prepared by{enter your company name here} Printed 6/21/2018 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 4 Pipe Listing (all nodes) • Line# Node In-Invert Out-Invert Length Slope n Diam/Width Height Fill Number (feet) (feet) (feet) (ft/ft) (inches) (inches) (inches) 1 2S 0.00 0.00 50.0 0.1200 0.010 6.0 0.0 0.0 291270 RHEINE STORMWATER MANGEMENT - PR Type 1124-hr 25 yrstorm Rainfall--74.59"= Prepared by{enter your company name here} Printed 6/21/2018 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 5 • Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: FRONT SIDE OF HOUSE Runoff Area=7,896 sf 42.55% Impervious Runoff Depth>1.89" Flow Length=70' Slope=0.0179 '/' Tc=6.0 min CN=73 Runoff=0.60 cfs 0.029 af Subcatchment 2S: HOUSE ROOF Runoff Area=14,494 sf 19.67% Impervious Runoff Depth>0.96" Flow Length=60' Tc=6.0 min UI Adjusted CN=59 Runoff=0.52 cfs 0.027 af Reach 1 R: NORTH GRASSED SWALE Avg. Flow Depth=0.11' Max Vel=0.54 fps Inflow=0.34 cfs 0.004 af n=0.240 L=100.0' S=0.1500 '/' Capacity=44.19 cfs Outflow=0.26 cfs 0.004 af Pond 1P: FRONT SWALE Peak Elev=93.89' Storage=337 cf Inflow=0.60 cfs 0.029 af Discarded=0.08 cfs 0.025 af Primary=0.34 cfs 0.004 af Outflow=0.42 cfs 0.029 af Pond 3P: REAR SWALE Peak Elev=78.87' Storage=386 cf Inflow=0.52 cfs 0.031 af Discarded=0.07 cfs 0.027 af Primary=0.21 cfs 0.003 af Outflow=0.28 cfs 0.031 af Link'IL: DESIGN POINT-AT OUTFALL Inflow=0.21 cfs 0.003 af Primary=0.21 cfs 0.003 af Total Runoff Area=0.514 ac Runoff Volume=0.055 af Average Runoff Depth= 1.29" 72.26%Pervious= 0.371 ac 27.74%Impervious=0.143 ac 291,270 RHEINE STORMWATER MANGEMENT - PR Type 1124-hr 25 yr storm Rainfall=4.50" Prepared by {enter your company name here} Printed 6/21/2018 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 1 S: FRONT SIDE OF HOUSE Runoff = 0.60 cfs @ 11.98 hrs, Volume= 0.029 af, Depth> 1.89" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 25 yr storm Rainfall=4.50" Area(sf) CN Description 3,360 98 Paved parking, HSG B 4,536 55 >75% Grass cover, Good, HSG B 7,896 73 Weighted Average 4,536 57.45% Pervious Area 3,360 42.55% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.1 70 0.0179 1.06 Sheet Flow, DRIVEWAY SHEET FLOW Smooth surfaces n= 0.011 P2= 2.40" 1.1 70 Total, Increased to minimum Tc= 6.0 min Summary for Subcatchment 2S: HOUSE ROOF Runoff = 0.52 cfs @ 11.99 hrs, Volume= 0.027 af, Depth> 0.96" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 25 yr storm Rainfall=4.50" Area (sf) CN Description 2,851 98 Unconnected roofs, HSG B 11,643 55 >75% Grass cover, Good, HSG B 14,494 63 Weighted Average, UI Adjusted CN = 59 11,643 80.33% Pervious Area 2,851 19.67% Impervious Area 2,851 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.0 10 1.0000 3.59 Sheet Flow, SHEET FLOW Smooth surfaces n= 0.011 P2= 2.40" 0.1 50 0.1200 12.87 2.53 Pipe Channel, ROOF LEADER TO 6 PVC COLLECTION PIPE 6.0" Round Area= 0.2 sf Perim= 1.6' r= 0.13' n= 0.010 PVC, smooth interior 0.1 60 Total, Increased to minimum Tc= 6.0 min • 291270 RHEINE STORMWATER MANGEMENT - PR Type II 24-hr 25 yr storm Rainfall�-4.50". Prepared by{enter your company name here} Printed 6/21/2018 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 7 Summary for Reach 1 R: NORTH GRASSED SWALE Inflow Area = 0.181 ac, 42.55% Impervious, Inflow Depth = 0.26" for 25 yr storm event Inflow = 0.34 cfs @ 12.06 hrs, Volume= 0.004 af Outflow = 0.26 cfs @ 12.16 hrs, Volume= 0.004 af, Atten= 24%, Lag= 5.8 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Max. Velocity= 0.54 fps, Min. Travel Time= 3.1 min Avg. Velocity= 0.23 fps, Avg. Travel Time= 7.4 min Peak Storage= 48 cf @ 12.11 hrs Average Depth at Peak Storage= 0.11' Bank-Full Depth= 2.00', Capacity at Bank-Full= 44.19 cfs 4.00' x 2.00' deep channel, n= 0.240 Sheet flow over Dense Grass Side Slope Z-value= 2.0 '/' Top Width= 12.00' Length= 100.0' Slope= 0.1500 '/' Inlet Invert= 94.00', Outlet Invert= 79.00' Summary for Pond 1 P: FRONT SWALE Inflow Area = 0.181 ac, 42.55% Impervious, Inflow Depth > 1.89" for 25 yr storm event Inflow = 0.60 cfs @ 11.98 hrs, Volume= 0.029 of Outflow = 0.42 cfs @ 12.06 hrs, Volume= 0.029 af, Atten= 30%, Lag= 5.0 min Discarded = 0.08 cfs @ 12.06 hrs, Volume= 0.025 af Primary = 0.34 cfs @ 12.06 hrs, Volume= 0.004 af Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 93.89' @ 12.06 hrs Surf.Area= 679 sf Storage= 337 cf Plug-Flow detention time= 30.6 min calculated for 0.029 af(100% of inflow) Center-of-Mass det. time= 30.3 min ( 871.6 - 841.3 ) Volume Invert AvaiLStorage Storage Description #1 93.00' 413 cf Custom Stage Data(Prismatic) Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 93.00 75 0 0 94.00 750 413 413 Device Routing Invert Outlet Devices #1 Discarded 93.00' 5.000 in/hr Exfiltration over Surface area #2 Primary 93.80' 5.0' long x 5.0' breadth Broad-Crested Rectangular Weir • �291270 RHEINE STORMWATER MANGEMENT - PR Type 1124-hr 25 yr storm Rainfall=4.50" Prepared by{enter your company name here} Printed 6/21/2018 HydroCAD®9.10 sin 03732 ©2010 HydroCAD Software Solutions LLC Page 8 Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.08 cfs @ 12.06 hrs HW=93.89' (Free Discharge) t-1=Exfiltration (Exfiltration Controls 0.08 cfs) Primary OutFlow Max=0.31 cfs @ 12.06 hrs HW=93.89' (Free Discharge) t-2=Broad-Crested Rectangular Weir (Weir Controls 0.31 cfs @ 0.70 fps) Summary for Pond 3P: REAR SWALE Inflow Area= 0.514 ac, 27.74% Impervious, Inflow Depth > 0.71" for 25 yr storm event Inflow = 0.52 cfs @ 11.99 hrs, Volume= 0.031 af Outflow = 0.28 cfs @ 12.22 hrs, Volume= 0.031 af, Atten= 45°!0, Lag= 13.9 min Discarded = 0.07 cfs @ 12.22 hrs, Volume= 0.027 af Primary = 0.21 cfs © 12.22 hrs, Volume= 0.003 af Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 78.87' @ 12.22 hrs Surf.Area= 603 sf Storage= 386 cf Plug-Flow detention time= 39.4 min calculated for 0.031 af(100% of inflow) Center-of-Mass det. time= 39.0 min ( 903.1 - 864.1 ) Volume Invert Avail.Storage Storage Description #1 78.00' 468 cf Custom Stage Data (Prismatic) Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 78.00 285 0 0 79.00 650 468 468 Device Routing Invert Outlet Devices #1 Discarded 78.00' 5.000 in/hr Exfiltration over Surface area #2 Primary 78.80' 5.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.07 cfs @ 12.22 hrs HW=78.86' (Free Discharge) t-1=Exfiltration (Exfiltration Controls 0.07 cfs) Primary OutFlow Max=0.19 cfs @ 12.22 hrs HW=78.86' (Free Discharge) t-2=Broad-Crested Rectangular Weir (Weir Controls 0.19 cfs @ 0.59 fps) 291270 RHEINE STORMWATER MANGEMENT - PR Type II 24-hr 25 yr storm Rainfall='4.5b"" Prepared by{enter your company name herel Printed 6/21/2018 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 9 Summary for Link 1 L: DESIGN POINT -AT OUTFALL Inflow Area = 0.514 ac, 27.74% Impervious, Inflow Depth = 0.08" for 25 yr storm event Inflow = 0.21 cfs @ 12.22 hrs, Volume= 0.003 af Primary = 0.21 cfs @ 12.22 hrs, Volume= 0.003 af, Atten= 0%, Lag= 0.0 min Primary outflow= Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Your Company Here... LIZ&GEORGE RHEIN JR. Maur Address Here...-City Here...,State Here..Zip Here... CHESTNUT RIDGE RD Phone Here....-Email Here... _ QUEENSBURY,NY 12804 Sales Consultant: FILE LE COPY Job#: RC -d 6 a LQ 1,S Date: 06/27/2018 System I (Average Load Procedure) Design Conditions Location: Glens Falls AP, New York Elevation: 335 ft Daily Range: Medium Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 43°N Design Grains: 26 Summer: 92 72 Heated Area 4812 Sq.Ft. Winter: -17 70 Cooled Area 4812 Sq.Ft. c —Th REVIEWED FOR Heat/Loss Summary (July Heat Load Calculations) & c CD ENERGY CODE COMPLIANCE�r Area ea Sensible Latent 201 Loss Gain Gain �, . �.s5: i,to Walls 3813 18640 2975 0 WW c�v 5 0 Windows 444 17425 12034 0 g �. Doors 21 713 254 0 lla1 m Ceilings 2572.15 6490 2007 0 f r-i�.— 1— Skylights 0 0 0 0 s Floors 4844.16 6672 469 0 Room Internal Loads 0 4428 1083 Blower Load 1707 0 F,a Hot Water Piping Load 0 0 0 1:- :: �i Winter Humidification Load 0 0 0 MARL.L Infiltration 25844 2825 2270 Approved ACCA Ventilation 16460 3784 3041 MJ8 Calculations Duct Loss/Gain EHLF=0 ESGF=0 0 0 0 AED Excursion nla 1609 nla Subtotal 92244 32092 6394 Total Heating 92244 Btuh Total Cooling 38486 Btuh 181 Linear ft.of Hydronic Baseboard 'Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA.All computed calculations are estimates based on building use,weather data,and inputted values such as R-Values,window types,duct loss,etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. This application has glass areas that produce relatively large cooling loads for part of the day. Variable air volume devices may be required to overcome spikes in solar load for one or more rooms.A zoned system may be required,or some rooms may require zone control(provided by individual,motorized,thermostatically controlled dampers). cltek AccuLoad Report Version 17.3.5 Page 1 Your Company Here... LIZ&GEORGE RHEIN JR. _ Your Address Here— -City Here—,State Here..Zip Here... CHESTNUT RIDGE RD Phone Here..—-Email Here... QUEENSBURY, NY 12804 Sales Consultant: Job#: Date: 06/27/2018 System I Load Chart Si-- alb Heat Loss Pementages ./iMaTOICAnS0 Slzyllights 18% 20% L'irgh 11 Doom Ceilings 1 SC F104,ffs . • -gov**, System Loss NV:4 < M Infiltration 28% • M Ventilation •-,,--.1,1„-„Pa 1% 7% Duct Loss 7% 4, Heat Gain Percentages M Walls 8% Windows & Skylights 701% 19% 11 Doors 3 Ceilings 5,• j,%-* cA Floors 40-T 34% gm/ 14% 2• "4•-')z)4 NA internal Gains 1-k _ n Infiltration '0vt • II Ventilation 16% 1%6% 1% m Duct Loss • Page 2 dtek AccuLoad Report Version 17.3.6 Your Company Here... LIZ&GEORGE RHEIN JR. Your Address Here...-City Here...,State Here..Zip Here... CHESTNUT RIDGE RD Phone Here -Email Here... QUEENSBURY, NY 12804 Sales Consultant: Job#: Date: 06/27/2018 REVIEWED FOR ENERGY CODE COMPLIANCE Equipment Selection Design Conditions Design Location: Glens Falls AP, New York Relative Humidity: 50% Elevation: 335 ft Summer Outdoor Design: 92 Latitude: 43° N Winter Outdoor Design: -17 Daily Range: Medium FILE COPY Summer Indoor Design: 72 Design Grains 26 Winter Indoor Design: 70 Heating Equipment Mfg: Altitude Correction Factor: 0 Model: Heating Input(btuh): AHRl Ref#: Heating Output(btuh): 0 Efficiency(AFUE): Calculated HeatPump 0 Output @ Design (btuh): Cooling Equipment Mfg: CHAMPION BY JOHNSON Altitude Correction Factor: 0 Oudoor Unit Model: TC3B4821 Rated Total Cooling (btuh): 46000 Coil: FC/MC/PC48D+TXV Sensible Cooling(btuh): 34500 Furnace: TM9E100C2OMP11 Latent Cooling (btuh): 11500 AHRI Ref#: 8538544 SEER - EER©95: Heat Pump HSPF: Summary MJ8 Calculations Status Equipment Capacities Sensible Gain (btuh): 32092 Sufficient Sensible Capacity (btuh): 34500 Latent Gain(btuh): 6394 Sufficient Latent Capacity(btuh): 11500 Total Heat Gain (btuh): 38486 Sufficient Total Capacity (btuh): 46000 Heat Loss(btuh): 92244 Not Sufficient Heating Capacity(btuh): 0 Adtek AccuLoad Report Version 17.3.5 Page 3 _ ., Your Company Here... LIZ&GEORGE RHEIN JR. Your Address Here...-City Here...,State Here..Zip Here... CHESTNUT RIDGE RD Phone Here -Email Here... QUEENSBURY,NY 12804 Sales Consultant: Job#: Date: 06/27/2018 System I -- AED Curve — DAL — 1.3 16000 14000 12000 10000 3 8000 6000 4000 2000 0 • 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour AED Excursion: 1609 btuh AED Status: System does NOT have Adequate Exposure Diversity. AED Flag: This application has glass areas that produce relatively large cooling loads for part of the day.Variable air volume devices may be required to overcome spikes in solar load for one or more rooms.A zoned system may be required,or some rooms may require zone control(provided by individual, motorized,thermostatically controlled dampers). Hours are listed in 24-hour format:8 is 8am,20 is 8pm. Adtek AccuLoad Report Version 17.3.5 Page 4 Your Company Here... LIZ&GEORGE RHEIN JR. Your Address Here...-City Here...,State Here..Zip Here... CHESTNUT RIDGE RD Phone Here -Email Here... QUEENSBURY, NY 12804 Sales Consultant: Job#: Date: 06/27/2018 I System 1 Breakdown I Item Name U-Value /SHGC Net Area Htg. HTM. CIg. HTM Sens. Htg. Sens.CIg. Lat. CIg. Total Cig. Construction Type System I 0 1707 0 1707 BASEMENT SIDE A 0 0 0 0 Floor 0.02 1120 1.74 1949 0 0 0 Basement Floor(2ft+Below Grade)INAINAINAINo InsulationlAny Floor Covering132 feetINA Southeast Wall��____._.__.____.0.071�_..__.__256 6.177 1581 0 __._.._._.._ 0 0-._..._..__. Basement WallINAIEight Inch Brick, Stone or Concrete WalllWoodlR-11 lNoneINAlBlockl2ft Northeast Wall 0.071 256 6.177 1581 0 0 0 Basement WallINAIEight Inch Brick,Stone or Concrete WalllWoodlR-11lNoneINAlBlockl2ft ...__-...__Northwest Wall 0.051 273 4.437 1211 0 0 0_._.__..._ Basement WallINAIEight Inch Brick,Stone or Concrete WallIWoodlR-11INoneINAlBlockl8ft Window-6x7 0.42/0.39 42 36.54 24.07 1535 1011 0 1011 French DoorlFrench DoorlClearl2 PanelWood,Wood with Metal Clad, or Vinyl basement side b 0 0 0 0 • Floor 0.02 1152 1.74 2004 0 0 0 Basement Floor(2ft+Below Grade)INAINAINAINo InsulationlAny Floor Covering132 feetjNA Northwest Wall 0.051 282 4.437 1251 0 0 0 Basement WallINAIEight Inch Brick, Stone or Concrete WallIWoodIR-11jNoneINAlBlockl8ft Window-6x7 0.42/0.39 42 36.54 24.07 1535 1011 0 1011 French Door{French DoorlClearI2 PanesWood,Wood with Metal Clad,or Vinyl Southwest Wall 0.051 324 4.437 1438 0 0 0 Basement WallINAIEight Inch Brick, Stone or Concrete WalljWoodlR-11lNonetNAjBlockl8ft BEDROOM Adtek AccuLoad Report Version 17.3.5 Page 5 Your Company Here... LIZ&GEORGE RHEIN JR. Your Address Here...-City Here...,State Here..Zip Here... . CHESTNUT RIDGE RD Phone Here -Email Here... QUEENSBURY,NY 12804 Sales Consultant: Job#: Date: 06/27/2018 -. Ceif ng - 0.029 342 2.523 0.78 863 267 0 267- Ceiling Below Roof Joists1Dark or Bold Color Asphalt ShingleslNAf R-38 blanket or loose fill .._._ Floor Y__._ _ .�o__... 342 __ 0 ..w.___._.. 0 . 0 __._._._._ Floor Over Conditioned SpaceINAINAINAINAINAINAINA West Wall 0.068 35.5 5.916 1.52 210 54 0 54 Frame Wall/Partition1NA1NAIWood1R-191None1NAJSiding or StuccolNA Window-2.5x5 0.47/0 12.5 40.89 36.72 511 459 0 459- OperablelNormal WindowlLow-e(0.20)12 Pane(0.05) Surface 21Wood,Wood with Metal Clad,or Vinyl Northwest Wall 0.068 114.5 5.916 1.52 677 174 0 174_.,... Frame Wall/PartitionlNAINA1Wood1R-191None1NAISiding or Stucco1NA Window-2.5x5 _ 0.47/0 12.5 40.89 27.2 511 340 0 340- OperablelNormal WindowlLow-e(0.20)12 Pane(0.05)Surface 21Wood,Wood with Metal Clad,or Vinyl Window-2.5x5 0.47/0 12.5 40.89 27.2 511 340 0 340 OperablelNormal WindowlLow-e(0.20)12 Pane(0.05)Surface 21Wood,Wood with Metal Clad,or Vinyl _._ Window-2.5x5 0.47/0 12.5 40.89 27.2 511 340 0 340 OperablelNormal WindowlLow-e(0.20)12 Pane(0.05)Surface 21Wood,Wood with Metal Clad,or Vinyl BONUS 0 0 0 0 .. Ceiling 0.029 625 2.523 0.78 1577 488 0 488 Ceiling Below Roof JoistslDark or Bold Color Asphalt Shingles(NA1R-38 blanket or loose fill Floor �____ 0.05 625 4.35 2719 -469- 0 ___ 469 __- Floor Over Open Crawl Space or GarageINAlPassivelNAIR-19 board1Any Floor Covering(NAINA Northwest Wall ��` 0.068 187.5 5.916 1.52 1109 285 0 285 Frame Wall/PartitionlNA1NA1Wood1R-191NoneINAlSiding or StuccolNA --VWndow-2.5x5 --_.__ 0.47/0- 12.5 40.89 27.2 511 340 0 340 OperablelNormal WindowlLow-e(0.20)12 Pane(0.05)Surface 21Wood,Wood with Metal Clad,or Vinyl West Wall _ 0.068- 187.5 5.916 1.52 1109 285 0 285 Adtek AccuLoad Report Version 17.3.5 Page 6 r t „ ' Your Company Here... LIZ&GEORGE RHEIN JR. Your Address Here...-City Here...,State Here..Zip Here... CHESTNUT RIDGE RD Phone Here -Email Here.- QUEENSBURY, NY 12804 Sales Consultant: Job#: Date: 06/27/2018 Frame Wall/PartitionJNAINAJWoodIR-19f NoneINA(Siding or StuccolNA Window 2.5x5 0.47/0 12.5 40.89 36.72 511 459 0 �- 49 _.. OperableINormaI MndowILow-e(0.20)12 Pane(0.05)Surface 2IWood,Wood with Metal Clad,or Vinyl - y�-Southeast Wall !^�LL 0.068 187.5 5.916 1.52 �4.1109_ 285 0 -^-_ 285*-_ Frame Wall/PartitionINAINAIWood1R-191NoneINAISiding or StuccolNA Window-2.5x5 0.47/0 12.5 40.89 32.16 511 402 0 402 OperablelNormal WindowILow-e(0.20)J2 Pane(0.05)Surface 21Wood,Wood with Metal Clad,or Vinyl DINING___ 0 0 0 0 _-._... Ceiling 0.029 267.15 2.523 0.78 674 208 0 208 Ceiling Below Roof JoistsfDark or Bold Color Asphalt ShinglesINAIR-38 blanket or loose fill ____ Floor 0 267.15 0 0 0 0 Floor Over Conditioned SpaceINAINAINAINAINAINAINA Southeast Wall 0.068 111 5.916 1.52 657 169 0 169 Frame Wall/PartitionINAINAIWoodIR-191NoneINAISiding or StuccolNA Window-3x5 0.47/0 15 40.89 14.6 613 219 0 219 OperablelNormal WindowlLow a(0.20)12 Pane(0.05)Surface 21Wood,Wood with Metal Clad,or Vinyl ----- Window-6x5 0.47/0 30 40.89 32.17 1227 965 0 965 OperablelNormal WindowlLow-e(0.20)12 Pane(0.05)Surface 2jWood,Wood with Metal Clad,or Vinyl FOYER _. ___ 0 0 0 0 __._._.Ceiling _____ -..0.029 100._____ 2.523 0.78 252 780..____ _ 78_._._. Ceiling Below Roof Joistspark or Bold Color Asphalt ShinglesINA1R-38 blanket or loose fill ___.._Floor_____._._._._.___ _____--___-p__--..___._100 . _ _ _ 0 _a .0 _.__ 0 _._.__ Floor Over Conditioned SpaceINAINAINAINAINAINAINA .___. Southwest Wall --_ 0.068 45 5.916 1.51 266 68 0 68 Frame Wall/PartitionINA(NAIWoodIR-191NoneINAISiding or StuccolNA _..____ Door 3x7--- -____.-0.39 ._ 21 33.93 12.1 713 254 0 254 .__. Adtek AccuLoad Report Version 17.3.5 Page 7 , , Your Company Here... LIZ&GEORGE RHEIN JR. Your Address Here...-City Here...,State Here..Zip Here... CHESTNUT RIDGE RD Phone Here -Email Here... QUEENSBURY,NY 12804 Sales Consultant: Job#: Date: 06/27/2018 WoodlSolid CorelNo Storm Window-1x7 0.47/0 7 40.89 14.57 286 102 0 102— OperablelNormal WindowlLow-e(0.20)12 Pane(0.05)Surface 21Wood,Wood with Metal Clad,or Vinyl Window-1x7 0.47/0 7 40.89 14.57 286 102 0 102 OperablelNormal WindowfLow-e(0.20)12 Pane(0.05)Surface 21Wood,Wood with Metal Clad,or Vinyl . GREATROOM 0 0 0 0 — Ceiling 0.029 450 2.523 0.78 1135 351 0 351 Ceiling Below Roof JoistsjDark or Bold Color Asphalt ShingleslNAIR-38 blanket or loose fill _ Floor 0 450 0 0 0 0 Floor Over Conditioned SpaceINAINAINAINAINAINAINA Northwest Wall 0.068 166 5.916 1.52 982 252 0 252 Frame Wall/PartitionlNAINAIWood IR-19lNoneINAISiding or StuccolNA Window-6x7 0.42/0 42 36.54 24.07 1535 1011 0 1011 French DoorlFrench Door1Clearl2 Panel Wood,Wood with Metal Clad,or Vinyl Window-6x7 0.42/0 42 36.54 24.07 1535 1011 0 1011 French DoorjFrench DoorlClearl2 PanelWood,Wood with Metal Clad,or Vinyl Kitchen 0 2952 683 3635 — Ceiling 0.029 289 2.523 0.78 729 225 0 225 Ceiling Below Roof JoistslDark or Bold Color Asphalt ShingleslNAIR-38 blanket or loose fill w__-Floor--- �^ 0 289 0 0 0 0 Floor Over Conditioned SpaceINAINAINAINAINAINAINA .M._ Northwest Wall 0.068 66 5.916 1.52 390 100 0 100 Frame Wall/PartitionlNAINAIWoodJR-19INoneINAISiding or StuccolNA _. Wndow-6x5 — 0.47/0 30 40.89 27.2 1227 816 0 816 — OperablelNormal WiindowlLow-e(0.20)12 Pane(0.05)Surface 21Wood,Wood with Metal Clad,or Vinyl -`—Northeast Wall 0.068 136 5.916 1.52 805 207 0 207-- Adtek AccuLoad Report Version 17.3.5 Page 8 . Your Company Here... LIZ&GEORGE RHEIN JR. Your Address Here...-City Here...,State Here..Zip Here... CHESTNUT RIDGE RD Phone Here -Email Here... QUEENSBURY, NY 12804 Sales Consultant: Job#: Date: 06/27/201 8 Frame Wall/PartitionJNA(NA(WoodJR-19JNonejNA3Siding or StuccolNA Window-2.5x4 0.47/0 10 40.89 27.2 409 272 0 272 OperablejNormal WindowjLow-e(0.20)12 Pane(0.05)Surface 21Wood,Wood with Metal Clad,or Vinyl _Wndow 2.5x4 —0.47/0 10 40.89 27.2 409 272 0 _.._'_.__ 272 — Operablef Normal WindowjLow-e(0.20)12 Pane(0.05)Surface 21Wood, Wood with Metal Clad,or Vinyl LAUNDRY 0 478 0 478 — Ceiling 0.029 70 2.523 0.79 177 55 0 55 Ceiling Below Roof JoistslDark or Bold Color Asphalt ShingtesJNA(R-38 blanket or loose fill Floor Over Conditioned SpaceJNAjNAINAjNA(NAjNA(NA ' Northwest Wall 0.068 48 5.916 1.52 284 73 0 73 Frame Wall/PartitioniNAINAIWoodjR-191NonelNA(Siding or StuccojNA MASTER BATH 0 0 0 0 ' -Ceiling 0.029 187 2.523 0.78 472 146 0 146 Ceiling Below Roof JoistsjDark or Bold Color Asphalt ShinglesJNAJ R-38 blanket or loose fill _._.._Floor 0 187 0 0 w 0 0 Floor Over Conditioned SpacefNA(NA(NAfNAINA(NAINA —_ Southwest Wall 0.068 88 5.916 1.52 521 134 0 134 Frame Wall/PartitioniNAINA(Wood1R-19(NoneiNAlSiding or Stucco(NA —"'"West Wall mm 0.068 ^ 132 5.916 1.52 781 — 201 � '� 0 .~— 201 Frame Wall/Partition(NA(NA(WoodlR-191NonelNA(Siding or StuccolNA .— -Window-6x2 0.47/0 12 40.89 36.75 491 441 0 441 OperablejNormal WindowjLow-e(0.20)12 Pane(0.05)Surface 21Wood,Wood with Metal Clad,or Vinyl —_.Northwest Wall — 0.068 63 5.916 1.52 373 96 0 96 Frame Wall/PartitionjNA(NAIWood1R-191NonejNAJSiding or StuccolNA _.--- _ Wndow-5x5 --- y— 0.4710 — 25 40.89 27.2 1022 680 �0 680 Adtek AccuLoad Report Version 17.3.5 Page 9 . Your Company Here... LIZ&GEORGE RHEIN JR. Your Address Here...-City Here...,State Here..Zip Here... CHESTNUT RIDGE RD Phone Here -Email Here... QUEENSBURY,NY 12804 Sales Consultant: Job#: Date: 06/27/2018 OperablelNormal WindowlLow-e(0.20)12 Pane(0.05)Surface 21Wood,Wood with Metal Clad,or Vinyl OFFICE ._ 0 538 0 538 Ceiling 0.029 110 2.523 0.78 278 86 0 86_.___.. Ceiling Below Roof JoistsjDark or Bold Color Asphalt ShingleslNAIR-38 blanket or loose fill Floor 0 110 0 0 0 0 Floor Over Conditioned SpaceINAINAINAINAINAINAINA West Wall 0.068 80 5.916 1.53 473 122 0 122 Frame Wall/PartitionjNAINAIWoodIR-191NonejNAjSiding or StuccojNA _._ East Wall 0.068 50 5.916 1.52 296 76 0 76 Frame Wall/PartitionlNAjNAIWoodlR-19lNonelNAlSiding or StuccojNA T_ Window-6x5 0.47/0 30 40.89 36.7 1227 1101 0 1101 OperablelNormal WindowlLow-e(0.20)12 Pane(0.05)Surface 2lWood,Wood with Metal Clad,or Vinyl PANTRY - 0 0 0 0 Ceiling 0.029 48 2.523 0.77 121 37 0 37 Ceiling Below Roof JoistsjDark or Bold Color Asphalt ShinglesjNAjR-38 blanket or loose fill Floor 0 48 0 0 0 0 Floor Over Conditioned SpaceINAINAINAINAINAINAINA _ East Wall 0.068 64 5.916 1.52 379 97 0 97 Frame Wall/PartitionlNAINAIWood1R-19INoneINAlSiding or StuccojNA R--Southeast Wall 0.068 64 5.916 1.52 379 97 0 97 Frame Wall/PartitionlNAINAIWoodIR-19INonetNAISiding or StuccojNA WIC 0 0 0 0 Ceiling _��__0.029�� ^^84 2.523 0.79 212 66 0 66 Ceiling Below Roof JoistsjDark or Bold Color Asphalt ShinglesINAIR-38 blanket or loose fill • �___ Floor __.._.____...�.__ 0 _ 84 ..._.. 0 0 0 0 _ ... Adtek AccuLoad Report Version 17.3.5 Page 10 Your Company Here... LIZ&GEORGE RHEIN JR. Your Address Here...-City Here...,State Here..Zip Here... CHESTNUT RIDGE RD Phone Here -Email Here... QUEENSBURY, NY 12804 Sales Consultant: Job#: Date: 06/27/2018 Floor Over Conditioned SpaceINAINAINAINAINAINAINA North Wail 0.068 56 5.916 1.52 331 85 0 85 Frame Wall/PartitionINAINAIWood1R-191NoneINAISiding or Stucco(NA Northwest Wall 0.068 75.5 5.916 1.52 447 115 0 115 Frame Wail/PartitionINAINAIWood1R-19JNoneINAISiding or Stuccof NA Window-2.5x5 0.47/0 12.5 40.89 27.2 511 340 0 340 Operablef Normal WindowlLow-e(0.20)12 Pane(0.05)Surface 2jWood,Wood with Metal Clad,or Vinyl Adtek AccuLoad Report Version 17.3.5 Page 11 Your Company Here... LIZ&GEORGE RHEIN JR. Your Address Here... -City Here...,State Here..Zip Here... CHESTNUT RIDGE RD Phone Here -Email Here... QUEENSBURY,NY 12804 Sales Consultant: Job#: Date: 06/27/2018 System I Design Conditions Location: Elevation: 0 Daily Range: 0 Design Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 0 Design Grains: 0 Summer: 92 72 Summer Design RH% 0 Winter: -17 70 Heating Equipment Mfg: Heating Input(btuh): N/A Model: Heating Output(btuh): 0 AHRI Ref#: Calculated HeatPump 0 Output @ Design(btuh): Efficiency (AFUE): N/A Outdoor Equipment Mfg: CHAMPION BY JOHNSON Rated Total Cooling(btuh): 46000 Oudoor Unit Model: TC3B4821 Sensible Cooling(btuh): 34500 Coil: FCIMC/PC48D+TXV Latent Cooling(btuh): 11500 Indoor Unit: TM9E100C2OMP11 AHRI Ref#: 8538544 Adtek AccuLoad Report Version 17.3.5 Page 13 Your Company Here... LIZ&GEORGE RHEIN JR. Your Address Here...-City Here...,State Here..Zip Here... CHESTNUT RIDGE RD Phone Here -Email Here... QUEENSBURY,NY 12804 Sales Consultant: Job#: Date: 06/27/2018 Expanded Manual S (ACCA Guidelines) MJ8 Design Calculations Sensible Gain(btuh): 32092 Design TD for Airflow: 17 Latent Gain(btuh): 6394 Design CFM: 1514 Total Heat Gain (btuh): 38486 SHR: 0.89 Heat Loss(btuh): 92244 Manufacturers Performance Data(A) Entering Coil Temperature=75(F db) Lower Return Air Total Sensible Latent CFM (F wb) BTUH BTUH BTUH SHR Rated CFN @ Rated RA Temperature: 0 0 0 0 ' Rated CFN @ Design RA Temperature: 0 63 0 0 0 Rated CFN @ Rated RA Temperature: 0 0 0 0 Manufacturers Performance Data(B) Entering Coil Temperature=75(F db) Higher Return Air Total Sensible Latent CFM (F wb) BTUH BTUH ' BTUH SHR Rated CFN @ Rated RA Temperature: 0 0 0 0 Rated CFN @ Design RA Temperature: 0 63 0 0 0 Rated CFN @ Rated RA Temperature: 0 0 0 0 Equipment Performance Data Entering Coil Temperature=75(F db) Design Return Air Total Sensible Latent CFM (F wb) BTUH BTUH BTUH SHR Intopolated Equipment Capacity 0 0 0 Excess Latent Capacity Calculation 0 0 0 0 0 Capacity @ Design CFM/RA (F wb) 0 0 0 Equipment Capacity as a% of Design Equipment Performance Data Entering Coil Temperature=75(F db) Capacity ty C 17 Fa aci ty Thermal Supplemental Balance Heat Required @ F Point Heat Pump Data N/A N/A 0 0 Desired Calculated Input Output AFUE Temperature Capacity Capacity Rise Airflow Furnace Data NIA NIA N/A N/A 0 Adtek AccuLoad Report Version 17.3.5 Page 14 RECEOVEn Project#: liz& george rhein Heat Loss Details JUN 2 9 I2O18L Date: Jun 25, 2018 TOWN OF Ct)EENSBURY Prepared For: SECURITY PLUMBING BUILDING&CODES &HEATING SUPPLY Project Summary Project#: liz&george rhein Project Name: liz&george rhein Location: CloseDate: Engineer: Design Data Location: (User-Specified Location) Outdoor Temperature: -17°F Wind Speed: 10 mph Total Area: 4,816 ft2 Construction Quality: Best RFH Glycol Level: 30%Glycol Design Temp. Drop: 10°F Radiant Tubing Volume: 61.7 gallons(US) Volume Water: 43.2 gallons(US) Volume Glycol: 18.5 gallons(US) Total-Components Load: 33,916 Btu/hr Total Infiltration Load: 17,281 Btu/hr Total Floor Downward Load: 14,669 Btu/hr Total-Radiant Into Rooms: 51,196 Btu/hr Total-Supplemental Load: 0 Btu/hr Total-Project Heat Loss: 65,865 Btu/hr Heat Loss Data dining (Floorplan 1) Total Area: 253 ft2 Components: 2,481 Btu/hr Average Height: 8 ft Infiltration: 886 Btu/hr Volume: 2,024 ft3 Ceiling Upward: 532 Btu/hr Air Changes: 0.3/hr Floor Downward: 1,072 Btu/hr RoomTemperature: 65°F Total Heat Loss: 4,971 Btu/hr Supplemental: 0 Btu/hr Radiant to Room Load: 3,899 Btu/hr Unit Load: 15.4 Btu/hr/ft2 Total Radiant Load: 4,971 Btu/hr Unit Load: 19.6 Btu/hr/ft2 Page 1 of 14 Created using Uponor Advanced Design Suite-7.9.0 , e Heat Loss Details Project#: liz& george rhein Date: Jun 25, 2018 Prepared For:SECURITY PLUMBING &HEATING SUPPLY Floor Total Area: 253 ft2 Downward Load: 1,072 Btu/hr Unheated Area: 0 ft2 Heated Area: 253 ft2 Construction: Joist(16"OC) Cover Rv: 0.5°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 5°F•ft2•hr/Btu • Space Below Heated: No Surface Temperature: 72.7°F Design Temp.Drop: 10°F Ceiling Total Area: 253 ft2 Upward Load: 532 Btu/hr Unheated Area: 253 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Insulation Rv: 38°F•ft2•hr/Btu Space Above Heated: No Other Components Component Length(ft) Widt`ft)eight Area(ft2) Rv(°F-ft2-hr/Btu) Heat Loss(Btu/hr) Wall-1 19 8 152 20 2263 Window-1 6 6 36 2 1476 Window-2 3 3 9 2 369 Net Wall 107 20 418 Wall-2 7 8 56 20 219 Net Wall 56 20 219 Page 2 of 14 Created using Uponor Advanced Design Suite-7.9.0 Heat Loss Details Project#: liz& george rhein Date: Jun 25, 2018 Prepared For: SECURITY PLUMBING &HEATING SUPPLY PANTRY (Floorplan 1) Total Area: 45 ft2 Components: 437 Btu/hr Average Height 8 ft Infiltration: 158 Btu/hr Volume: 360 ft3 Ceiling Upward: 95 Btu/hr Air Changes: 0.3/hr Floor Downward: 190 Btu/hr RoomTemperature: 65°F Total Heat Loss: 880 Btu/hr Supplemental: 0 Btu/hr Radiant to Room Load: 690 Btu/hr Unit Load: 15.3 Btu/hr/ft2 Total Radiant Load: 879 Btu/hr Unit Load: 19.5 Btu/hrlft2 Floor Total Area: 45 ft2 Downward Load: 190 Btu/hr Unheated Area: 0 ft2 Heated Area: 45 ft2 Construction: Joist(16"OC) Cover Rv: 0.5°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 5°F•ft2•hr/Btu Space Below Heated: No Surface Temperature: 72.7°F Design Temp.Drop: 10°F Ceiling Total Area: 45 ft2 Upward Load: 95 Btu/hr Unheated Area: 45 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ftz•hr/Btu Insulation Rv: 38°F•ft2•hr/Btu Space Above Heated: No k Other Components • Component Length(ft) Widtl(ft)eight Area(ft2) Rv(°F•ft2•hr/Btu) Heat Loss(Btulhr) Wall-1 6 8 48 20 187 Net Wall 48 20 187 Wall-2 8 8 64 20 250 Net Wall 64 20 250 Page 3 of 14 Created using Uponor Advanced Design Suite-7.9.0 , , Y Heat Loss Details Project#: liz& george rhein Date: Jun 25, 2018 Prepared For: SECURITY PLUMBING & HEATING SUPPLY KITCHEN (Floorplan 1) Total Area: 261 ft2 Components: 3,257 Btu/hr Average Height: 8 ft Infiltration: 914 Btu/hr Volume: 2,088 ft3 Ceiling Upward: 549 Btu/hr Air Changes: 0.3/hr Floor Downward: 1,222 Btu/hr RoomTemperature: 65°F Total Heat Loss: 5,941 Btu/hr Supplemental: 0 Btu/hr Radiant to Room Load: 4,719 Btu/hr Unit Load: 18.1 Btu/hr/ft2 Total Radiant Load: 5,941 Btu/hr Unit Load: 22.8 Btu/hr/ft2 Floor Total Area: 261 ft2 Downward Load: 1,222 Btu/hr Unheated Area: 0 ft2 Heated Area: 261 ft2 Construction: Joist(16"OC) Cover Rv: 0.5°F•ft2•hr/Btu ' Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 5°F•ft2•hr/Btu Space Below Heated: No Surface Temperature: 74°F Design Temp.Drop: 10°F Ceiling Total Area: 261 ft2 Upward Load: 549 Btu/hr Unheated Area: 261 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Insulation Rv: 38°F•ft2•hr/Btu Space Above Heated: No Other Components Component Length(ft) Width/Heightft Area(ft2) Rv(°F•ft2.hr/Btu) Heat Loss(Btu/hr) Wall-1 15 8 120 20 1804 Window-1 6 6 36 2 1476 Net Wall 84 20 328 Wall-2 18 8 144 20 1453 Window-1 4 3 12 2 492 Page 4 of 14 Created using Uponor Advanced Design Suite-7.9.0 Heat Loss Details Project#: liz & george rhein Date: Jun 25, 2018 Prepared For: SECURITY PLUMBING &HEATING SUPPLY Window-2 4 3 • 12 2 492 Net Wall 120 20 469 FOYER(Floorplan 1) Total Area: 100 ft2 Components: 1,870 Btu/hr Average Height: 8 ft Infiltration: 350 Btu/hr Volume: 800 ft3 Ceiling Upward: 228 Btu/hr Air Changes: 0.3/hr Floor Downward: 575 Btu/hr RoomTemperature: 65°F Total Heat Loss: 3,023 Btu/hr Supplemental: 0 Btu/hr Radiant to Room Load: 2,448 Btu/hr Unit Load: 24.5 Btu/hr/ft2 Total Radiant Load: 3,023 Btu/hr Unit Load: 30.2 Btu/hr/ft2 Floor Total Area: 100 ft2 Downward Load: 575 Btu/hr Unheated Area: 0 ft2 Heated Area: 100 ft2 Construction: Joist(16"OC) Cover Rv: 0.5°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 5°F•ft2•hr/Btu Space Below Heated: No Surface Temperature: 77.2°F Design Temp.Drop: 10°F Ceiling Total Area: 100 ft2 Upward Load: 228 Btulhr Unheated Area: 100 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu insulation Rv: 35°F•ft2•hr/Btu Space Above Heated: No Other Components Component Length(ft) Widtt(ft)eight Area(ft2) Rv(°F•ft2•hr/Btu) Heat Loss(Btu/hr) Wall-1 10 8 80 20 1871 Door-1 3 7 21 2 861 Window-1 1.5 7 10.5 2 431 Page 5 of 14 Created using Uponor Advanced Design Suite-7.9.0 . Heat Loss Details Project#: Hz&george rhein Date: Jun 25, 2018 Prepared For: SECURITY PLUMBING &HEATING SUPPLY Window-2 1.5 7 10.5 2 431 Net Wall 38 20 148 GREAT ROOM (Floorplan 1) Total Area: 475 ft2 Components: 3,780 Btu/hr Average Height: 10 ft Infiltration: 2,079 Btu/hr Volume: 4,750 ft3 Ceiling Upward: 1,082 Btulhr Air Changes: 0.3/hr Floor Downward: 1,948 Btu/hr RoomTemperature: 65°F Total Heat Loss: 8,889 Btulhr Supplemental: 0 Btu/hr Radiant to Room Load: 6,941 Btu/hr Unit Load: 14.6 Btu/hr/ft2 Total Radiant Load: 8,889 Btu/hr Unit Load: 18.7 Btulhr/ft2 Floor Total Area: 475 ft2 Downward Load: 1,948 Btu/hr Unheated Area: 0 ft2 Heated Area: 475 ft2 Construction: Joist(16"OC) Cover Rv: 0.5°F•ft2•hr/Btu Structure Rv: 1 °F-ft2•hr/Btu Insulation Rv: 5°F1t2•hr/Btu Space Below Heated: No Surface Temperature: 72.3°F Design Temp.Drop: 10°F Ceiling Total Area: 475 ft2 Upward Load: 1,082 Btu/hr Unheated Area: 475 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Insulation Rv: 35°F•ft2•hr/Btu Space Above Heated: No Other Components Component Length(ft) Width(ft)eight Area(ft2) Rv(°F•ft2•hr/Btu) Heat Loss(Btu/hr) Wall-1 17 10 170 20 3780 Door-1 6 7 42 2 1722 Door-2 6 7 42 2 1722 Page 6 of 14 Created using Uponor Advanced Design Suite-7.9.0 u r . Project#: liz&george rhein Heat Loss Details Date: Jun 25, 2018 Prepared For: SECURITY PLUMBING &HEATING SUPPLY Net Wall 86 20 336 OFFICE (Floorplan 1) Total Area: 110 ft2 Components: 1,738 Btu/hr Average Height: 8 ft Infiltration: 385 Btu/hr Volume: 880 ft3 Ceiling Upward: 251 Btu/hr Air Changes: 0.3/hr Floor Downward: 579 Btu/hr RoomTemperature: 65°F Total Heat Loss: 2,952 Btu/hr Supplemental: 0 Btu/hr • Radiant to Room Load: 2,373 Btu/hr Unit Load: 21.6 Btu/hr/ft2 Total Radiant Load: 2,952 Btu/hr Unit Load: 26.8 Btu/hr/ft2 Floor Total Area: 110 ft2 Downward Load: 579 Btu/hr Unheated Area: 0 ft2 Heated Area: 110 ft2 Construction: Joist(16"OC) Cover Rv: 0.5°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 5°F•ft2•hr/Btu Space Below Heated: No Surface Temperature: 75.8°F Design Temp.Drop: 10°F Ceiling Total Area: 110 ft2 Upward Load: 251 Btu/hr Unheated Area: 110 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Insulation Rv: 35°F•ft2•hr/Btu Space Above Heated: No • Other Components Component Length(ft) Widt(ft)eight Area(ft2) Rv(°F•ft2•hr/Btu) Heat Loss(Btu/hr) Wall-1 10 8 80 20 1425 Window-1 6 5 30 2 1230 Net Wall 50 20 195 Wall-2 10 8 80 20 312 Page 7 of 14 Created using Uponor Advanced Design Suite-7.9.0 Heat Loss Details Project#: liz& george rhein Date: Jun 25, 2018 Prepared For: SECURITY PLUMBING &HEATING SUPPLY Net Wall 80 20 312 LAUNDRY(Floorplan 1) Total Area: 60 ft2 Components: 312 Btu/hr Average Height: 8 ft Infiltration: 210 Btu/hr Volume: 480 ft3 Ceiling Upward: 137 Btu/hr Air Changes: 0.3/hr Floor Downward: 210 Btu/hr RoomTemperature: 65°F Total Heat Loss: 869 Btu/hr Supplemental: 0 Btu/hr Radiant to Room Load: 659 Btu/hr Unit Load: 11 Btu/hr/ft2 Total Radiant Load: 869 Btu/hr Unit Load: 14.5 Btu/hr/ft2 Floor Total Area: 60 ft2 Downward Load: 210 Btu/hr Unheated Area: 0 ft2 Heated Area: 60 ft2 Construction: Joist(16"OC) Cover Rv: 0.5°F•ft2 hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 5°F•ft2•hr/Btu Space Below Heated: No Surface Temperature: 70.5°F Design Temp.Drop: 10°F Ceiling Total Area: 60 ft2 Upward Load: 137 Btu/hr Unheated Area; 60 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Insulation Rv: 35°F•ft2•hr/Btu Space Above Heated: No Other Components Component Length(ft) Widt`ft))eight Area(ft2) Rv(°F•ft2•hr/Btu) Heat Loss(Btu/hr) Wall-1 10 8 80 20 312 Net Wall 80 20 312 Page 8 of 14 Created using Uponor Advanced Design Suite-7.9.0 5 Heat Loss Details Project#: Hz & george rhein Date: Jun 25, 2018 Prepared For: SECURITY PLUMBING &HEATING SUPPLY BEDROOM (Floorplan 1) Total Area: 323 ft2 Components: 2,316 Btu/hr Average Height: 8 ft Infiltration: 1,131 Btu/hr Volume: 2,584 ftg Ceiling Upward: 736 Btu/hr Air Changes: 0.3/hr Floor Downward: 1,235 Btu/hr RoomTemperature: 65°F Total Heat Loss: 5,417 Btu/hr Supplemental: 0 Btu/hr Radiant to Room Load: 4,182 Btu/hr Unit Load: 12.9 Btu/hr/ft2 Total Radiant Load: 5,418 Btu/hr Unit Load: 16.8 Btu/hr/ft2 Floor Total Area: 323 ft2 Downward Load: 1,235 Btu/hr Unheated Area: 0 ft2 Heated Area: 323 ft2 Construction: Joist(16"OC) • Cover Rv: 0.5°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 5°F•ft2•hr/Btu Space Below Heated: No Surface Temperature: .71.5°F Design Temp.Drop: 10°F Ceiling Total Area: 323 ft2 Upward Load: 736 Btu/hr Unheated Area: 323 ft2 . Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Insulation Rv: 35°F•ft2•hr/Btu Space Above Heated: No Other Components Component Length(ft) Wldtt))eight Area(ft2) Rv(°F•ft2•hr/Btu) Heat Loss(Btu/hr) Wall-1 10 8 80 20 2316 Window-1 9 6 54 2 2214 Net Wall 26 20 102 Page 9 of 14 Created using Uponor Advanced Design Suite-7.9.0 Heat Loss Details Project#: liz& george rhein Date: Jun 25, 2018 Prepared For: SECURITY PLUMBING &HEATING SUPPLY MASTER BATH (Floorplan 1) Total Area: 190 ft2 Components: 2,405 Btu/hr Average Height: 8 ft Infiltration: 665 Btu/hr Volume: 1,520 ft3 Ceiling Upward: 433 Btu/hr Air Changes: 0.3/hr Floor Downward: 901 Btu/hr RoomTemperature: 65°F Total Heat Loss: 4,404 Btu/hr Supplemental: 0 Btu/hr Radiant to Room Load: 3,503 Btu/hr Unit Load: 18.4 Btu/hr/ft2 Total Radiant Load: 4,404 Btu/hr Unit Load: 23.2 Btu/hr/ft2 Floor Total Area: 190 ft2 Downward Load: 901 Btu/hr Unheated Area: 0 ft2 Heated Area: 190 ft2 Construction: Joist(16"OC) Cover Rv: 0.5°F-ft2 hr/Btu Structure Rv: 1 °F•ft2-hr/Btu Insulation Rv: 5°F•ft2-hr/Btu Space Below Heated: No Surface Temperature: 74.2°F Design Temp.Drop: 10°F Ceiling Total Area: 190 ft2 Upward Load: 433 Btu/hr Unheated Area: 190 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ftz•hr/Btu Insulation Rv: 35°F•ftz•hr/Btu Space Above Heated: No Other Components Component Length(ft) Width/ftteight Area(ft2) Rv(°F•ft2•hr/Btu) Heat Loss(Btu/hr) Wall-1 11 8 88 20 1086 Window-1 4 5 20 2 820 Net Wall 68 20 266 Wall-2 11 8 88 20 344 Net Wall 88 20 344 Page 10 of 14 Created using Uponor Advanced Design Suite-7.9.0 Heat Loss Details Project#: liz& george rhein Date: Jun 25, 2018 Prepared For. SECURITY PLUMBING &HEATING SUPPLY Wall-3 17 8 136 20 976 Window-1 4 3 12 2 492 Net Wall 124 20 484 WIC (Floorplan 1) Total Area: 77 ft2 Components: 789 Btu/hr Average Height: 8 ft Infiltration: 270 Btu/hr Volume: 616 ft3 Ceiling Upward: 175 Btu/hr Air Changes: 0.3/hr Floor Downward: 334 Btu/hr RoomTemperature: 65°F Total Heat Loss: 1,568 Btu/hr Supplemental: 0 Btu/hr Radiant to Room Load: 1,234 Btu/hr • Unit Load: 16 Btu/hr/ft2 Total Radiant Load: 1,568 Btu/hr Unit Load: 20.4 Btulhrlft2 Floor Total Area: 77 ft2 Downward Load: 334 Btu/hr Unheated Area: 0 ft2 Heated Area: 77 ft2 Construction: Joist(16"OC) Cover Rv: 0.5°F•ft2•hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 5°F•ft2-hr/Btu Space Below Heated: No Surface Temperature: 73°F Design Temp.Drop: 10°F Ceiling Total Area: 77 ft2 Upward Load: 175 Btu/hr Unheated Area: 77 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Insulation Rv: 35°F•ft2•hrBtu Space Above Heated: No Other Components Component Length(ft) Widt(ft)eight Area(ft2) Rv(°F•ft2•hr/Btu) Heat Loss(Btu/hr) Wall-1 11 8 88 20 789 Window-1 4 3 12 2 492 Page 11 of 14 Created using Uponor Advanced Design Suite-7.9.0 Project#: liz& george rhein Heat Loss Details Date: Jun 25, 2018 Prepared For SECURITY PLUMBING &HEATING SUPPLY Net Wall 76 20 297 BONUS ROOM (Floorplan 1) Total Area: 522 ft2 Components: 3,585 Btu/hr Average Height: 8 ft Infiltration: 1,828 Btu/hr Volume: 4,176 ft3 Ceiling Upward: 1,189 Btu/hr Air Changes: 0.3/hr Floor Downward: 1,970 Btu/hr RoomTemperature: 65°F Total Heat Loss: 8,572 Btu/hr Supplemental: 0 Btu/hr Radiant to Room Load: 6,602 Btulhr Unit Load: 12.6 Btu/hr/ft2 Total Radiant Load: 8,572 Btu/hr Unit Load: 16.4 Btu/hr/ft2 Floor Total Area: 522 ft2 Downward Load: 1,970 Btu/hr Unheated Area: 0 ft2 Heated Area: 522 ft2 Construction: Joist(16"OC) Cover Rv: 0.5°F•ft2•hr/Btu Structure Rv: 1 °F-ft2•hr/Btu Insulation Rv: 5°F•ft2•hr/Btu Space Below Heated: No Surface Temperature: 71.3°F Design Temp.Drop: 10°F Ceiling Total Area: 522 ft2 Upward Load: 1,189 Btulhr Unheated Area: 522 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Insulation Rv: 35°F4t2•hr/Btu Space Above Heated: No Other Components Component Length(ft) Widths eight Area(ft2) Rv(°F4t2•hr/Btu) Heat Loss(Btulhr) Wall-1 28 8 224 20 875 Net Wall 224 20 875 Wall-2 29 8 232 20 906 Net Wall 232 20 906 Page 12 of 14 Created using Uponor Advanced Design Suite-7.9.0 Heat Loss Details Project#: liz& george rhein Date: Jun 25, 2018 Prepared For: SECURITY PLUMBING &HEATING SUPPLY Wail-3 15 8 120 20 1804 Window-1 4 3 12' 2 492 Window-2 4 3 12 2 492 Window-3 4 3 12 2 492 Net Wall 84 20 328 BASEMENT (Floorplan 2) Total Area: 2,400 ft2 Components: 5,541 Btu/hr Average Height: 8 ft Infiltration: 8,404 Btu/hr Volume: 19,200 ft3 Ceiling Upward: 0 Btu/hr Air Changes: 0.3/hr Floor Downward: 4,434 Btu/hr RoomTemperature: 65°F Total Heat Loss: 18,379 Btu/hr Supplemental: 0 Btu/hr Radiant to Room Load: 13,945 Btu/hr Unit Load: 5.8 Btu/hr/ft2 Total Radiant Load: 18,379 Btu/hr Unit Load: 7.7 Btu/hr/ft2 Floor Total Area: 2,400 ft2 Downward Load: 4,434 Btu/hr Unheated Area: 0 ft2 Heated Area: 2,400 ft2 Construction: Concrete Slab Depth: 4 in Cover Rv: 0.5°Fft2-hr/Btu Structure Rv: 1 °F•ft2•hr/Btu Insulation Rv: 5°F•ft2•hr/Btu Surface Temperature: 67.9°F Design Temp.Drop: 10°F Ceiling Total Area: 2,400 ft2 Upward Load: 0 Btu/hr Unheated Area: 2,400 ft2 Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0°F•ft2•hr/Btu Insulation Rv: 35°F•ft2-hr/Btu Space Above Heated: From Same Source Other Components . Component Length(ft) Width(ft) ht Area(ft2) Rv(°F-ft2.hr/Btu) Heat Loss(Btu/hr) Page 13 of 14 Created using Uponor Advanced Design Suite-7.9.0 Project#: liz& george rhein Heat Loss Details Date: Jun 25, 2018 Prepared For: SECURITY PLUMBING &HEATING SUPPLY Wall-1 73 8 584 20 1897 Net Wall 584 20 1897 Wall-2 73 8 584 20 1897 Net Wall 584 20 1897 Wall-3 32 8 256 20 831 Net Wall 256 20 831 Wall-4 32 8 256 20 916 Net Wall 256 20 916 • Page 14 of 14 Created using Uponor Advanced Design Suite-7.9.0