ARC 522: Adv. Architecture Technology I Water System I PDF

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Arizona State University

Dongwoo Jason Yeom

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water systems water resources architecture technology

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These lecture slides cover the topic of water systems, including water and the environment, the hydrologic cycle, water quality, and access to safe water around the world. The slides present data and information on the distribution of water resources, water quality issues, and global water crisis.

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ARC 522: Adv. Architecture Technology I Water System I Dongwoo Jason Yeom, PhD Assistant Professor The Design School Arizona State University Water and the Environment Water Breakdown Distribution of the world's water  70% of Earth i...

ARC 522: Adv. Architecture Technology I Water System I Dongwoo Jason Yeom, PhD Assistant Professor The Design School Arizona State University Water and the Environment Water Breakdown Distribution of the world's water  70% of Earth is H2O  3% of H2O is freshwater  Of freshwater 79% is glacial 20% is groundwater 1% is surface water  Of surface water 52% is lakes Ea.silJ accessible surface 38% is soil Moisture freshwater 8% is atmospheric vapor 1% in living organisms 1% is rivers World Water Crisis, Joel Thomas, CBE 555, Nov 27, 2007 Hydrologic Cycle Glaciers and polar ice caps: 29,200 stored (2.14%) MEEB 12th Edition Quality of Water.,,:::?·~·.:.\,.... "'............ -: ··· : ·. ' ~-:. '. ·........-.. ·:. ·:...... '. ~ : :·.:_.·:. :_. ~.. -~~. ··-. :/_..;·,--.=._... ·....... :. :. ·_:..... : -:.-.......... ·.-: :··'.. ·._-'.>·'.··. \:_....:. ·:_.: ·. · ~ ~. ·_.. -:.: :_.. : _...._-_._. _ · :.'. :- ·_-. /: :'__.: _ -:._-/:''.\_:}:_·_··r~_::';,_-;. ·>- ·--..... · -. · 'Pure -... -. -.. ·.. -.-.. ·.... ·........ · : · ··,:., , i ,......... Fres~u;)1;nfDrxri },/yij Oj ),. -i/'.; jfd;:\;/, i' ;.,. R ~ ·.. ,.·. ·.·:··_·- ·_..:,,:,··.;-:..:,::1·:.:-:.·:::~ecip1tat1on.':.: ,,,;::·:./lt '.t/,-.,'::.· ,in~~e··a·s es ac·1d·1ty '·.-. '. ··:·:: i.'/,1;·.-~ :::,',t1::r, ,;:.··.- ,':.·, ,·!:',..~ ·,_. ( ( ( _:. :' : : \::}/\..\}}}/{(){.?:Jf~ter becomes "sott·: pH less than 7 Evaporation purifies ··: · ~ggfii:~ ~~~;:~:~~!~~k-ec-ts-co_1o_r_ _ _ _(~~(~( ~ Percolation Increases minera! content. ~ ~~- ,,~ Salty Difficult Decreases organic content //////, - , ' MEEB 12th Edition Earth’s present and projected future annual per capita fresh water supply for all purposes. 1995 World Population: 5.7 Billion  The relative size of the graphs reflects population growth  A “sufficient” supply is 1700 m3 (449,000 gal) per person  The “stress” supply is between 1000 and 1700 m3 (264,180 and 449,000 gal) per person  The “scarcity” supply is less than 1000 m3 (264,180 gal) per person 2050 World Population: 9.4 Billion  Currently, worldwide water use is 70% irrigation, 20% commercial industrial, and 10% residential (World watch, State of the World 1999; courtesy of Population Action International.) Stress 24% MEEB 12th Edition Unsafe water source: 1.2 millions of death / year Number of deaths by risk factor, World, Smoking High blood sugar 2017 Total annual number of deaths by risk factor, measured across all age groups and both sexes. High blood pressure 7.1 million 6.53 million -. 10.44 million Air pollution (outdoor & indoor) 4.9 million Obesity 4.72 million Outdoor air pollution 3.41 million Diet high in sodium 3.2 million Diet low in whole grains 3.07 million Alcohol use 2.84 million Diet low in fruits 2.42 million Diet low in nuts and seeds 2.06 million Indoor air pollution 1.64 million Diet low in vegetables 1.46 million Diet low in seafood omega-3_ fatty a~i~s 1.44 million Low birth weight 1.1 million Child wasting 1.08 million Unsafe sex 1.03 million Diet low in fiber 873,408 Poor sanitation 774,241 No access to handwashing facility 707 ,248 Drug use 585,348 Diet low in legumes 534,767 Low bone mineral density 327,314 Vitamin-A deficiency 232,777 Child stunting 220,678 Diet low in calcium 184,760 Non-exclusive breastfeeding 160,983 Iron deficiency 59,882 Zinc deficiency 28,595 Diet high in red meat 24,833 Discontinued breastfeeding 10,012 0 2 million 4 million 6 million 8 million 10 million Source: IHME, Global Burden of Disease (GBD) CC BY https://ourworldindata.org/water-access#unsafe-water-is-a-leading-risk-factor-for-death Death rates: higher in low-income countries Death rates from unsafe water sources, 2017 Death rates are measured as the number of deaths per 100,000 individuals. -. No data 0 20 40 60 80 >100 Source: IHME, Global Burden of Disease OurWorldlnData.org/water-access CC BY https://ourworldindata.org/water-access#unsafe-water-is-a-leading-risk-factor-for-death Access to improved drinking water Share of the population with access to improved drinking water, An improved drinking water source includes piped water on premises (piped household water connection located 2015 inside the user's dwelling, plot or yard), and other improved drinking water sources (public taps or standpipes, tube wells or boreholes, protected dug wells, protected springs, and rainwater collection). -. ,, No data 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% Source: World Bank - WDI OurWorldlnData.org/water-access-resources-sanitation/ CC BY https://ourworldindata.org/water-access#unsafe-water-is-a-leading-risk-factor-for-death # of People without Access Number of people without access to an improved drinking water source, 1990 to 2015 An improved drinking water source includes piped water on premises (piped household water connection located inside the user's dwelling, plot or yard), and other improved drinking water sources (public taps or standpipes, tube wells or boreholes, protected dug wells, protected springs, and rainwater collection). -. 1.2 billion 1 billion 800 million J North America ~ Latin America & 600 million l_ Caribbean Middle East & 7 North Africa L South Asia 400 million East Asia & Pacific 200 million Sub-Saharan Africa 0 1990 1995 2000 2005 2010 2015 Source: Our World in Data based on World Bank, World Development Indicators OurWorldlnData.org/water-access-resources-sanitation/ CC BY https://ourworldindata.org/water-access#unsafe-water-is-a-leading-risk-factor-for-death In Summary  Unsafe water is responsible for 1.2 million deaths each year  6% of deaths in low-income countries are the result of unsafe water sources  666 million (9% of the world) does not have access to an improved water source  2.1 billion (29% of the world) do not have access to safe drinking water https://ourworldindata.org/water-access#unsafe-water-is-a-leading-risk-factor-for-death Water in Architecture Nourishment: Sprinkler Cleansing and Hygiene: Bathing Ceremonial Uses: Religious service Transportation Uses: Organic Waste Cooling: Evaporative Cooling Ornamental Uses: Water fountain in courtyard Protection Uses: Fire protection Water Distribution Water Distribution Water supply to the fixtures  Smaller building: Upfeed distribution  Taller building: Pumped upfeed, Hydropneumatic, Downfeed  From main waterline to the building: 50 – 70 psi Water Distribution Upfeed Distribution..::  Supply waterline should ho!h'9r Lavatory Expa:n&i oni ·r cllambers. be below frozen ground - ; I - I ·- Fig 19.52, p.903, MEEB 12th Water Distribution Downfeed Distribution Wi!!ter le"" I  Mainline from the street to the water n tr. t 1k storage tank on top sea-le. ss\l m at op- or fl tuir  Protected by heating coil !I 0..43ips.l/ft =1 _ ps I 0,7m 10k?a/ - 107kPi;11 1  Not aesthetically pleasing  Top two stories are used for mechanical.5 tic r ~ITT 83.f t 0.433 ~7 psi purposes 25.Jim 1O.kP Jm.I ll Pa Fig 19.52, p.903, MEEB 12th Roof House tank Water Distribution Penthouse Mmmn,hood mbave topixhlre Tall Building Downfeed Distribution 10th 9th  Medium size building  One tank can 8th serve all floors 7th  Higher building  have multiples by 6th 5th zones 4th 2nd Suctiai1ank I-lot water House p1',,.K.,.__,.,,.. -:,, Constan pr~sur0 Same as "a~ 'h surge Corw,ernticmal ,(upfeed schematic), t arlk { men rnqu·rec:1), rool tank (a} (b ) (o), Fig 19.57, p.910, MEEB 12th Piping, Tubing, Fittings, and Controls Considerations  Efficiently fulfil its purpose  Easily maintained  Minimum interfere with architectural form and function  Usually concealed, except maintenance purposes  Corrosion: lose carrying capacity, sedimentation can happen, and fail in the end  Red brass, copper, or plastic Piping, Tubing, Fittings, and Controls Plastic pipes  Corrosion-resistant, thermoplastic  Repeatedly soften under the usage (Max. water Temp. 180 F)  Shock-resistant plastic for mobile home Piping, Tubing, Fittings, and Controls TABLE 191 13 Water Supply Piping Matenials Piping Materials PART A. WATE SE VICE ONLYa Material Co:nnectio:ns,11 ABS (ac O' itri e but.adiene s.tyrene) p lastic pipe echa ic.al w i elaiSto eric seal (no rmally uru:lergrou d o 11ly); solve t ceme11t ; th ea ded joi rrts. Asbes.to!:rl:e errt Sleev e coupli gs. o f s.am e material as p·pe,. sealed with elarsto eric riflg Ductile iron water p e echa ic.al Joi 11t s. (see manufact rer) P'f (p o ethylene) plastic pipe a d t.ubi g Rared jo ints (s.ee man ufacture ), heat fusion , mecha ic.al jo ints (see m a11ufacture r) P'f-A L-f'iE (polye ylenelal min mtpolye ylene) pipe, echan ic.al w · e laiSto eric seal (no rmally PVC (polyvin chlo ·de) p la,s.tic pipe u dergrou d o 11ly); solve t ceme11t ; th ea ded joi rrts. (may redooe Ipres:s re rating1 ) PART B. W ATER SERVICE AND DISTRIBUflONc Material Co:nnectio:ns, Brass. pipe Brazed, mecha ic.al, hreaded, o w el c:lec:I joi11 s. CPI/C (chlo' ·mited po l ·nyl c loride) plastic pipe echa ic.al (s.ee ma 111ufacturer), solvent ceme t, O' (and ubing1, irtdoor..) hreaded joints (may red ,ce p essure rati g) Cqpper o copper-alloy pipe a d Wbi g Brazed, mecha ic.al ,. s.olderec:I, rea ded, o r w el ed jo ints Galvanized steel piped Threaded o r mechanical jo·nts. w ith an elas.tomeric sea l PB (po lybutylene) p stic p ip e a 11d Wbi 111g Rared jo ints, heat-fusion, o mecha11ical joirtls (see manu fact rer} P'f-RT (polye ylene of raised temperatu re) p larstic ub ing1 PiEX (cro,ss.-li ked 1po ethylene) p stic bi 11g Pi X-A L EX (cross-lin ked ,p o e yle e/alum i um/cross-li11ked po lyeth e111e) pipe PiEX-A L OPE (cross.-li keel po lye hyle e/a lum i11umlhig e 111sity po lyeth e111e) Stai les.s steel Ip i,p e So.urce: Reprinted from the.2012 fntematiana! Pli1mblng Code, @ lnterna1iiona Cocie Co rK il (ICQ, Wasllfngrton, D.C. I rights reserved. wY.w.iccsafe.org "MateJials as listed iri h.e 20 12 lnternatio.na1 Plumbing Code. Water ser.tjce p· ·rig is for a outdoor, uride,rgJOU11d co11riedio111 from the buikflrtg to t he mai11 or supp t ank. ~Joints be ,'ee different p"pi11g materials require approved ada,pter fiittings_; ielectric or brass com'erl:sr fittilliQiS re ed beb.l;een copper (or copper alloy) and galvanized steel p·pirig. 'Materials as lis.ted the 20 12 Jntemational Plumbing Cod'e. W ater ism'bution p·.i rig iswi l1i11 the b ild·ng. "'Sedime11t ~rom carrooio11 over the life of the pipe. Table 19.13, p.913, MEEB 12th Piping, Tubing, Fittings, and Controls Heat Conservation  Hot water-carrying pipes should be insulated  Correct water temperature at the point of use  Hot and cold water piping should be separated to prevent heat exchange  Storage tanks and heaters: usually insulated in the manufacturing process Sizing of the Water Pipes Considerations  Sufficient pressure at fixtures  The flow should be adequate enough to keep the fixture clean and sanitary  Prescribed pressures that must be maintained at the various fixtures Sizing of the Water Pipes Considerations TAIBLI: 1'9.141 Flo,w and Press ur,e to Typi cal !Pl umbing f i xtures Minimum flow Rate Pressure fixture: Served gpm (Us) psi (kPa) Maximum Flow Rate, or Quantity Hath I(0.25) 20 ( 38) \B i ,e t 2 (O.B ) 20 ( 3-8) Co iorn fi re 4 (0.25) 8 (55} Di e r residen ·al 2.75 (O. H ) 8 (55} Ori OU tain 0.75 (0.0 5) 8 (55} b 5 (0.32) 8 (55,) tray 4 (0.25) 8 (55,) , p rivate 2 (0.13) 8 (55) 2.2 g pm ari: 60 psi (O. 4 LJs ait 4 4 k.Pa). , p ub lic 2 (0.13) 8 (5,5) 0.5 1gpm i3iil: 60 psi (0.03 LJs ait 4 4 kPa) , p ub lic, metering or self -closing 2 (0.13) 8 (55) 0.2 5 gal lorn (0.95 L) per m eteri 111g cycle 3 (0.19) 8 (55) 2.5 g p at 80 psi (0. 16 Lis ait 55 1 kPa) a, hea tempe· at1.ue con olled 3 (0.19) 20 (B8) 2.5 g p m at 80 psi (O. 1i6 Lis ait 551 kPa) i c:ierrti:al 2.5 (0.116) 8 (55) 2.2 Ig p at 60 psi (0. 14 Lis ait 4 4 k.Pa) S ·ce 3 (0.19) 8 (55) 2.2 Ig p m at 60 psi (O. 14 Lis ait 4 4 k.Pa) Uri rnal, va re l2 [0.76} 25 (172) 1.5 gal o· (5.7 L) pe fl ushi g cycle-3 or 1..0 ga lio n (3.8 L) pe· flushi 111g cyde Water closet, b lO\IV o ut flushomete· valve 25, (.58) 45 (310) 4 gal lo 111s (15 L) pe fl LI ing cyde-3 Water closet, sip ho rnic, fl iShomcler 1Ja e 25 (.58) 35 (241) 4 gal lorns (1 5 L} pe fl LI ing cycle-3 o· 1..6 Iga llons (6 L) per flushi 111g cycle Water clo set, t:an , d ose co pied 3 (0.19) 20 (5,5) 1..6 g allons (6 L) pe flushi 111g cycle Water closet, t:an , orne p·ece 6 (0.38) 20 ( 38) 1.6 gallons (6 L) pe flushi 111g cycle Source: Rep · ed from the 20 12 /nfuma lional Plumbing Code, @lntenreoonal Code Cou: I (ICC), 'W'ashi ,;fem. O.C. All ri g ts. resewect 1u,,n.n.v.iccsafe.o g "The hig er maxi.mu 1sted is fa IP' ic use · l)laces of asse bl'f. a d for patier"lls. inmat es. and residents irn hospitals, nursing homes. sa ri s. prisons. asylums, and reformatories. Table 19.14, p.916, MEEB 12th Sizing of the Water Pipes Considerations FLOW (Lis) 0.3 0.42 0.6 1.2 1.8 12.0 2.4 3.6 a.o 24.0 36.0 eo_o 20 ·- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 137.89 i HS: 110.32 ~ f zu 10 ; I ,i[r 6!:L95 C: g '- Cl) tJ) Q) ~ e! 7, 5&.16 (J'j en :) 0 0 _J C" (n 6: 41.~7..J w c?' w- 5 34.47 a:: :) oo wo 00 - Q) 0. 3 a:- '"7" °""' 27.58 20.68 D:: ::, n.. en U) w - ,::it: a. "O ~ C 2 13.78 " Q.. :I 0 a. _.__________________________________. s.ag 4 5 ,5 78910 so 40 50 60 80' 100 200 aoo 400 ooo soo 1ooo l ons per m·nute) FLOW (gal1 Fig. 19.63 Pressure losses in disk-type water meters. (©2012 U 1iform Plumbing Code; Reprinted with the pem1ission of tire fntemalionar Association of Plumbing and Mechanical Officials. This copyright material and all points or statements in using this materiaf have not been reviewed by IAPMO..The opinions expr,essed herein are not r,epresentations of fact from IAPMO.) Fig 19.63, p.917, MEEB 12th Reference  Mechanical & Electrical Equipment for Buildings (MEEB), 12th Edition, Walter T. Grondzik and Alison G. Kwok, John Wiley and Sons, Inc., 2015, ISBN: 978-1- 118-61690-4 ARC 522: Adv. Architecture Technology I Water System I Dongwoo Jason Yeom, PhD Assistant Professor The Design School Arizona State University Hot Water Systems and Equipment Hot water  Domestic or Service: Bathing, washing, dishwashing, etc., Not space heating  DHW (Domestic Hot Water) supply system  These days, hot water for space heating and DHW are almost treated equally  One large system tends to cover both Fig 19.4, p.844, MEEB 12th Hot water TABLE 119.6 Representative Hot Water Temperat ures  International Plumbing Code Temperature  Max. temperature: 140°F (60°C) Use Of oc Lavatory Ha nd wash ing 1105 40 Shaving 11115 45 Showers and t ubs 11110 43 Therapeut ic baths 95 35 Commercial and instit ut io nal laundry (based on fa bric) Up to 180 Up to 82 Resident ial d ishwashing and laun dry 140 60 Surgica l scrubb ing 110 43 Commercial spray-type dishwashinga Wash 150 minim um 65 mini m um Final rinse 180 to 19 5 82 to 90 Source: Reprinted w ith perm ission; ©ASHRAE, 20 11 ASHRAE Handbook- HVAC Applications. aFor other types of commercial dishwashers, see the 20 11 ASHRAE Handbook- HVAC Applications. Table 19.6, p.861, MEEB 12th Hot water High Temperature Lower Temperature  Smaller storage tank with  Less burn-chance, not desired larger heating unit level of sanitation  Can be achieved by in-unit  Less energy consumed heater, not tank  Smaller heating unit, larger  Can cause scale to form tank  Limit the potential for growth of  Using lower grade heat sources Legionella pneumophila bacteria for DHW (e.g. solar or waste heat recovery) become possible Heat Source and Methods Direct heating  Brings water directly to the heated surface  Electric resistance, other electrically warmed surfaces within the tanks, surfaces directly exposed to fire or hot gas Indirect heating  Coils containing steam or fluids can be submerged into the tank within the boiler (for space heating or industrial purpose) Heat Source and Methods Indirect heating Relief :JA&=====~~-;Jt::;::;==.~::-c:oici-r- Hot Relief / Tempered water Temperatu re control _ 1 Cold (automatic m ixing valve) ) Check valve Alternate if temperatu re control valve is used Table 19.16 (a), p.863, MEEB 12th Heat Source and Methods Equipment for Direct and Indirect heating  Storage tank water heaters: Commonly for residential or small commercial  Circulating storage water heaters: water is heated by the coil, then circulates to the storage tank  Tankless (Instantaneous) heaters: Instantly raise the temp. and sent to the point of usage Tankless Water Heaters  Also called Instantaneous water heaters  Small size, less expensive, flexible in space usage Fig 19.17 (Left) 19.16 (b)(Right), p.863, MEEB 12th Tankless Water Heaters TABLE 19., 7 Domestic Hot Wat er Consumption- Resiidences Hot Water Required ,n ·Gallons (liters)' per Use Clothes Washing.Machine 14-lb (6.4-kg) Machine 18-lb (8.2-kg) Machine Hot wash/hot r nse 38 gal (144 L) 48 gal (182 L) Hot wash/warm riinse 28 ,gal ( 106 L) 36 g1al (136 L) Hot wash/cold ri nse 19 ,gal (72 L) 24 gal (91 l ) Warm wash/cold rinse 10 ,gal (38 L) 12 g1al (45 l ) Dishwashing Small Large Diislhwashi ng 1 m1achiine 10 gal (38 L) 15 g1al (57 l ) Sink wash ing1 4- 8 gal (15- 30 L) Personal Hygiene Tub bathing 12- 30 gal (45- 1134 L) Wet shaving/hair wash ing 2-4 gal (8- 15 l ) Showeri ng 2- 6 g p1m ( 13- 38 Us) Source.: Repriinted by permissiion f rom Russell! Pia nte, Solar Domestic Hot Wate.r, copynight © 1983 by John Wiiley.& Sons. Table 19.7, p.864, MEEB 12th Central vs Distributed Equipment  In general, Central water-heater storage tank is standard in US  Combination with DHW (e.g. solar) is increasing l!Je 20_5_ "For traps larger tharn J in_ (76 mm). see Part ll of this tab.le_ bStacks shall be sized based on the total accumulated connected load at each sto or brandh -nterval. As the total acoum lated connected E w:>RK CAN BEGIN. 4. SUBCONTRACTOR MUST WNJ( THE JOB SITE WTH ENGOlEER Bf:FORE WORK CAN BEGIN. TO CONFIRM CONSTRUCTION. LEGEND 'l/ '2N::H\IEHT WI 4 INa-t CXNiETERW\STE M J.INC>ICXMETERW\3TE 'W2. 2 IND-ICNAIETERW\STE ,.,,._,..,.,,, FOO " ROOR ClEAHCNJT - -- ~LINE. ()---Iii- 131"8UE~ CW oot.CIMlER H HCJT~ 'IQ" ~ TYfltCt'IL EXCEPT MAIH ~ OOLm-Dr lo¥JER n-ROUOH-OUTROOM j: I !SIC::: CQ.O\lii"JS t l-CT\W1lERA..~ 1'',.1 Cl.liMo'\IN :BEE CMLPI.ANB = v t·: ~ CClD~UtE. HOTW'iJERUNE ''.------ ---s:I: ~------- 1 '' i'.II ''' iI i ! ! i.j l'i?!:=:~t----~========"'·l:!!!!fl-,--➔!-!­ - 11 il H P-1 Plumbing Plan I~ \ ~~!~i~~ Uroom II Bedroom Bedroom II" C2X2X2) ~ © V..Ucel pipes....... SCMocV~lve OroJlating Pump 2>:?ut Zone valve Ill 8 m feed & E,q,anslon Tank C:ru. day aoo ni t.,..;lh miited pu (pe, ~ r } 50 18.9 Tauri!!I. with central ba,th and 1Dilet fm:ilitil!,s (per person) 35 131 Cottages \\ith sea50naJ occupeocy (pa rmen 50 189 G rts, t, i IElh (per ~an) 50 18.9 C Country (per resi:!ent membet"l 100 3'78 Country (?Ef llOllfesidE 1 member ~ 25 95  From US Environmental Dwellings Board· ses {p;;r bo;rderl 50 189 M:ru1icna kitchen requirements fOJ no bo31ders 10 38 (pet' pel'500) 100-150 378--56'; in maintenance savingsx in waste savi gs;\; *Estimate from LEED-certified l:milldings from 2015-201 ,8 Cincinnati District 3 Police HQ. Cinci1nnati District :3 Police Headquarters ©DISH DESIGN http://www.hpbmagazine.org/Cincinnati-District-3-Police-Headquarters-Cincinnati-Ohio/ Cincinnati District 3 Police HQ.  LEED Platinum BUILDING AT A GLANCE ENERGY AT A GLANCE Name Cincinnati District 3 Police Station Annual Energy Use Intensity (EUI) (Site) Location Cincinnati 26,.60 k8tiu/ft2 Miles from nearest major city 0 Electricity (Grid Purchase) - 7.40 kBtu/ft2 Owner City of Cincinnati Electricity (On&Site Solar or Wind Installation) 34 k8tu/ft2 Principal Use Police Station Includes Offices, garage, community Annual On&Site Renewable Energy Exported rooms, workout area, locker room 7.4 kBtu/ft2 Employees/ Occupants 161 Annual Net Energy Use Intensity Expected (Design) 0c cupa ncy 2 27 - 14.8 kBtu/ft:2 Percent Occupied 71 % Annual Source (Primary) Energy Gross Square Footage 38,500 --46.62 kBtu/ft2 Conditioned Space Heat only.... 3,500 Savings vs. Standard 90.1~2007 Design Distinctions/ Awards Building 57.44% 2017 ASHRAE Technology Award Heating Degree Days (Base 65 ° F) 4, 7 44 Total Cost $14,349,000 Cooling Degree Days (Base 65° F) 1,1.55 Cost per Square Foot $372.70 Annual Hours Occupied 8,760 Substantia I Corn pletion/ Occu pa ncy June 201.5 http://www.hpbmagazine.org/Cincinnati-District-3-Police-Headquarters-Cincinnati-Ohio/ Cincinnati District 3 Police HQ.  PV Panels Net Zero Energy building: Building exceeded ASHRAE 90.1 http://www.hpbmagazine.org/Cincinnati-District-3-Police-Headquarters-Cincinnati-Ohio/ Cincinnati District 3 Police HQ.  Radiant floor heating To conserve energy, radiant floors were used in the garage area for heating http://www.hpbmagazine.org/Cincinnati-District-3-Police-Headquarters-Cincinnati-Ohio/ Cincinnati District 3 Police HQ.  DOAS CONTROL SCHEMATIC I.OCt1es1ming gieen speoe fet slorr il)!l / 1/ v. Ines. p1t9ra:ms and allo-t'rir. new ~o l door 1/ tG engage and aclivate Palm Walk EXISTING EXISTING PROPOSED FINAL PROPOSED RENOVATED FOOJPRI lrn~ FOOTPR1"1 fOOTP~rt 2tl.25& NEW eROSS 25,101 GRBSS IJROSS 3U18 GREE SPACE Photo credit: Lake|Flato Architects https://www.aiatopten.org/node/328 ASU Student Health Services SUMMER SUNSET SUMMER SUNRIS 7·40pm 5:18am D~igA Stral egie:s, Annual WlNTER SUNSET WINTER SUNRISE 5611, I ~om!1l ~19'1t tw,t..1ng 27 2ll, 5 d ~.,i,or tivn coo1i"'.l 5.~ 6, n ftj,Jr.tl 'lf'nt1h,1,1cn coo1ir,g 6 ,~ ? l&TI- IOrlll https://www.aiatopten.org/node/328 Jl,1CI and loi;al earlb toned :;gy~tE;:s ASU Student Health Services Brick veneer to matdl ~xisting ooffdiDg Co11ugated - - - - fiber~l.ass i~'lllaliOB with 2S% perfoialed 1eqcled Uiilent; Olil~nuotiS roe!al OOlffil 1igidirtSUlatlon Clfer shealh" Meial pan~l s,stem 'llilh 32% recyt;led - - - - - - - ! Wlttnt Therm,;:,ly broken steel supports lherrrtJ.ly broken low--[ ~IBl!ing Photo credit: Lake|Flato Architects Photo credit: Bill Timmerman https://www.aiatopten.org/node/328 ASU Student Health Services Photo credit: Bill Timmerman Photo credit: Bill Timmerman https://www.aiatopten.org/node/328 Reference  K. Simonen, Life cycle assessment challenges and structural materials, Proceedings of the 5th annual School of Architecture Symposium, Portland State University, Apr 17-18, 2014, pp.79-93  Life Cycle Cost Guidelines for Materials and Building Systems for Florida’s Public Educational Facilities, University of Florida, June 30, 2010  M. Francis, Comparative Façade Lifecycle Costing, Windows, Doors, and Facades event, Dubai world trade center, Sep 25-27, 2017  https://materialspalette.org  http://2030palette.org/  https://www.thorntontomasetti.com/top_10_list_for_sustainable_structural_des igns/ ARC 422 Architecture Technology II Module 8: Lecture 12 Living Building Challenge Dongwoo Jason Yeom Ph.D. Assistant Professor Architecture | The Design School Arizona State University Living Building Challenge 4.0  Most advanced measure of sustainability  Requires net-zero, waste, and water  Performance-based  12 consecutive months Assessment Project Type  Living Building Challenge (Living building Cert. Petal Cert. Net-zero energy building Cert.)  Living Product Challenge  Living Community Challenge https://living-future.org/lbc/ Goals LU u r...... I I - LIV IN G BUILDIN G CHA LLE NGE - - - z I , I < :E I wt.JI all w z, a:: 1 w (I) j Cl. ::c I :::::) l (I) 1 -:c C) I I -------► https://living-future.org/wp-content/uploads/2019/04/Living-Building-Challenge-4.0.pdf Categories NEW EXISTING INTE RIOR CONSTRUCT ON BUILDI NGS PROJECTS OR OR SINGLE- FAM! Y MULTI-FAMILY COMMERCIAL INSTITUTI O AL MEDICAL + LABORATORY RES IDENTIALS RES OE TIA.LS BUILD NGS BUILDI GS.. ,, 0 1 · : OFFICES HOSPITALITY EDUCATIONAL RETAIL GOVERNMENTAL MUSEUMS RELIGIOUS GALLERIES RESEARCH BOTANICAL GARDENS https://living-future.org/wp-content/uploads/2019/04/Living-Building-Challenge-4.0.pdf Summary Table: 7 Patels The Uvlng BUIiding Challenge IS composed of 20 Imperatives grouped Into seven petals. Some Imperatives. are not required for all Typologies. Existing Landscape+ New Bulldlng Interior Bulldlng Infrastructure Ecology of Place Urban Agrlculture 3 Habitat Exchange Human scaled LMng Responsible water us.e [_/ 6 Net Positive water ------~- 0 ~ 7 ENERGY Net Positive Energy 9 Healthy lntenor Environment HEALTH+ 10 Healthy lntenor PBrformanc.e HAPPINESS 11 Access to Nature 12 Responsible Materials. 13 Red Us.t MATERIALS 14 Respons Ible Sourcing 0 CORE IMPERATIVE SCALE JUM.PI !G ,._ 15 Living Economy sourcing ~ ALLOWED 16 Net Pos.ltlve was.te ~ HANDPR INTJNG -- IMPERATIVE 17 Universal Access EQUITY IMPERATIVE REQUIRED 18 Inclusion FOR TYPOLOGY REQUIREMENT 19 Beauty+ Blophllla DEPENDENT ON S,COPE BEAUTY 20 Education + Inspiration D NOT REQUIRED FOR TYPOLOGY https://living-future.org/lbc/ i'f,' ~ LIVING --~;i Certification Process r~~t :...·- ;, BUILDING.. ~ -~. ~-i CM.ALI.ENGE· LIVING CERTIFJCATION summ It Of hollsUc a:sptratlon and attainment; ftJ uy restoratl'Ve. All lmperati"'es must be.achieved to certify: one p l I1ar of deep Ol Ecoklgy of Place regenerative design bullt on a hollstlc hlg'h- 02 Urban Agrlcultu e ~ pe-rto:rma:nce foundation. 03 Habitat Exchange 04 Human Scale

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