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07-3608 1354 Washington St S plans
(5/13/2008,) Nicolette Miller-fax.pdf el .......... R Tk` CLEW im-NI 13 20OF MAY. 13. 2008 11:32AV, EKC CONSTRUCTION 2084291480 GlTy oF TMINVAELS F. 1 17,ULDING OEPT To: X Company: City of Twin Falls Fax number; 208-736-2256 [FF A Total Pages: From; Larry Kincaid Fax number, (208)429-1480 [Date: 05/13/08 EJlswcwffi Wncald 00NOvskojo,rio".Inc Regarding: 08-001 Washington park 205 N_10h St.,Ste.5100,Boise,ID 83702 Address: 1354 Washington Street S Phone:(206)345-8944 Fax;(208)429-1480 e-ma ll, Info@ekcconstruction.com Phone number for follow-up: 345-8944 Comments: Additional Information per your request for building permit number 703608 plan analyses. Please contact Larry Kincaid if you have any additional questions. Project Contacts: Superintendent: Alex Wondrick 208-407-0229 Project Manager: Larry Kincaid 208-345-8944 Contract Administrator: Cecyle Brock 208-345-8944 (5/13/2008) Nicolette Miller-fax.pdf Page 2 �t NAY. 13. 2008 11:32AM EKC CONS i RX ION 2034291480 N0. 7748 P. 2 I f R-O&W04Ry 0ESCA71ppoN PARCEL- 7 s� < Part of Section 29 Township 10 sou fh Rouge 17 East, �%s'e Meridrarr,-Twrn-Fzrf/s^ --- land located in a portion of the �4,SE 1/4�� U \ more particularly described as follows: w COMMENCING at.a.iron pin marking.the Northeast LL corner of said VE114,SE114; Thence South 892722'jfest JJ.00 feet along Q the Northerly bo0ndary of said NE1/4,SE1/4,• Thence South 01'0J31"East IeG 00 feet along fhe �. Easterly r4ht-of-way boundary of Washington Street O G. South, also being the REAL POINT Ol BEGINNING; r^ Thence. continuing South of O_T 33"East for 320.00 feet V, along the Easterly right-of-way bouhdary of CO Washington Street South; Thence South 892722" West for 659.91 feet,- Thence North 0104 09' West for 180.00 feet,• Thence North 69'27'22" East for 171.69 feet; Thence" North 4427:22' host for 197.98 feet- r� 7hende North '69.2722'East for 347.00 feet; W to the Easterly light-of-way boundary of Z South Washington Street, to the the ' REAL PO%NT OF BEGINNING �1 Parcel contains 4.If acres. O PARCEL 2 Part of Section 29 70wnhhip 10 South Range 17 £ost, Boise Mer;dian, Twin Falls County, Idaho. A parcel of land located in a portion' of the 1vE1/4;SE1/4, more particularly described os follows. COMMENCING at a Iron pin marking the Northeast corner.of said NE7/4 SE1A;. Thence South 892722" West-for J300.•feaf-Tong -- the Alcrtherty boundary of said NE114,S-- , 4;461•`,7 DATE point on the Westerly right-of-way boundary of . Washington Street South, said point also being the Cmv REAL PolNr OF BEGINNING. G_ Thence continuing South 01 03 31"East for 180.00 a�vn feet along the Westerly light-of-wvy boundory of said Washington .Street South; Thence South 8927:?2" West for J47.00 feej Thence South'442722" West for 197.98 feet- Thence South 892722" West for 171.69 feet,. Thence North 0104 09" West for J2o.00 feet to a point on the Northerly boundary of said NE1/4,SE7/4, Thence North 892722"East for 660.00 feet along the Northerly boundary of said HEf/4,SEl/4 to the µ y; REAL POINT OF BEGINNING. ^•' 'Parcel contoins J51 acres. (5/l3/2008) Nicolette Miller-fax pdf Page 3 MAY. 13, 2008 11:33AM EKC CONSTR.CCTION 2084291480 NO. 7748--P. 3 . . 0 w SITE J 'PHEASANT- R�k _ Vw w IRON ROD 155� 7 SPRINGS AVE.f id`f ROAD_ r 0 0 w rs `-i r ti L s6g� cn C SOUTHWbOD AVE. x H WY.74 EAST 3600 NORTH RD. F w 0 r 0 N. T.S. oni wnARY nRs^RIPTION ram" (5 1_3 200$)_Nicolette Miller fax.pdf Page 4 MAY. 13. 2008 11:33AM EKC CONSTRUCTION 2084291480 NO, 7748 P. 4 i PLAN ANALYSis Based on Edition of fBC Arch+lect or Engineer of Record:![) Bnec</ Sa ,4 !�+C� $37i Job Address: 1354 S. Washin Con Street, in ; 9 . Legal Description: See attached -- Occupancy Classifica lion,—r_E-3 Occupant Load per area: 1•„(3 Number otslorles• K� 3, 4•.--1 5• 7: Total: 7Y _ 1 FloorArea Exits Required: Basementc�d` 1st 2 II Basement: NA 1st z s 2nd: ArA 3rd:Ar _ dth:_ A glories 2nd Na 3rd_tM— 4th VA Emergency Lights: Yes: w-x—No; Type of Conctrbction:._ �B Exit Signs: Yes: --X—No: Automatic Sprinkler: Electrical Plans; Yes: x-No: Yea No X Full_ Plumbing Plans: Yes: x No; Partial Wei Dr� Mechanical Plans: Yes: No: Maximum floor area allowed by code Wind Load•X�`Seismic Zor1e: Sq.fee 1. 000 SnowLoad:-ISY6 Basis for Code allowed increases: Foundation Bearing Pressure. K2,6W/1s AIA. Fire walls I! Spnnklers Yes No R6G d: }� Other Yes; __No: Occupancy separation Re4'd: Yes: No: X ! - Area separation I, Req'd; Yes: No: X is Comments- 13ccapaKt /gej J,e,,4 li _. . .- r L a,� a.- 09 t: I. I, j' i� l' t! t: (5/13/200$) Nicolette Miller fax pdf Pages MAY.. 13. 200E 11 ,33AM EKC CONSTRUCTION 2004291480 N0. 7748 P, 5 o$ WAS&AffOJV 5 0rgr SOU7N. ® DD, �. Ab tn !r . 9 —_ i ---- Ll R (5{13/2008) Nicolette Miller-fax.pdf Page 6� ---=--MAY, 13, 2008 11:34AM tKC CONSTRUCTION 208429 i480 N0, 7748 P. 6Page 1 of lCr-10.3:WQU1RED I•ILTMBER OF SPACES: 10-10-3: REQUIRED NUMBER OF SPACES: (A)Whenever off street parking is required by this title the minimum number of off street parking spaces to be provided shall be as follows except in the parking overlay districts: REQUIRED NUMBER OF SPACES USE PARKING SPACES Residential Uses Household buildings 2,0 per household unit Household buildings, elderly projects 0.5 per household unit Nursing homes 0.25 per bed Permanent mobile homes 2.0 per mobile home Residential hotels 0.6 per bedroom Rooming and boarding houses, residence halls,dormitories, retirement 1.2 per bedroom homes Transient lodging 1.0 per unit Retail Trade Uses Bulky retail,farm equipment, motorized vehicles, sporting vehicles, mobile TBD(suggested: 1.0 per home sales, building materials, home furnishings and equipment,farm and 600 square age andf eet of tdoo ales, garden supplies, etc. stordisplay area) Eating places, alcoholic beverages 1.0 per 4 seats or 8 feet of bench Gasoline service station,fuel and automotive repair 1.0 per 300 square feet of total floor area General retail,general merchandise,food,drugs,liquor, medical supplies, 1.0 per of sales,250square storage and et apparel,sporting goods, etc. display area Wholesale Trade Uses Wholesale trade warehousing TBD(suggested: 1.0 per 400 square feet of total floor area) Services Beauty and barber 3.0 per chair Building care/maintenance 3 spaces Civic, social,fraternal organizations 1.0 per 4 persons- maximum occupancy Daycare,preschool 2.0 per teacher Finance, insurance, real estate,photographic repair, professional and 1,0 per 300 square feet advertising, consumer credit, collection,duplication,stenographic news of total floor area or TBD syndicate, employment,equipment rental, general building, contracting, nnnnnnnnn3no0-htm 5/6/2001, (�;/13/2908) Nicolette Miller-fax.pdf Page 7 MAY. 13. 2008 11;34AM 1KC CONSTRUCTION 2G84291480 NO, 7748 F. 7 J 10=1:r ryuirED iv uiviBER Gr arai_zo: Page 2 of 3 construction trades. Welfare and charitable services, business association, professional organizations, labor unions/organizations Funeral 1.0 per 4 seats or 8 feet of bench High schools and colleges 1.0 per 4 persons (at maximum capacity Kindergarten,elementary and junior high schools 2.0 per classroom Laundering/dry-cleaning 4 per pickup window plus 0.5 per self-service machine Religious facilities 1.0 per 4 seats or 8 feet of bench in main auditorium Manufacturing All manufacturing To be determined by Administrator Public Assembly Bowling alley 7.0 per alley Indoor recreation facilities skating rinks,dance halls,game centers 1.0 per 250 square feet of total floor area Racquetball,handball and tennis courts 3.5 per court. Single-screen theaters, sports arenas and auditoriums 1.0 per 4 seats Theaters containing two(2)or more screens 1,0 per 5 seats Others not defined To be determined by Administrator (B)Floor And Display Area: For the purposes of this Section"floor area"shall mean the sum of the areas of each building story.The dimensions used to calculate the area of each building story shall be measured to the outside face of all exterior walls excluding architectural features."Floor and display area"shall mean the floor area plus any area outside the building used to display merchandise. . (C)Staff Determination:The Planning Administrator shall determine parking space requirements for a use not specifically provided by this Chapter, but the space shall be the same as a use which has similar traffic-generating characteristics. (Ord.2124, 10-15-1984) (D)Minimum Width: Except as otherwise approved by the City Engineer for special conditions,parking aisles and access aisles shall have a minimum width for various parking angles as shown in the following chart: http://www,sterlingcodifiers.con/ID/T,tvin%2OFalls/12010000000003000.htn s/r;1�.onx --------- - — ------- (5/13/2.008) Nicolette Miller-fax.pdf Page 8 MAY, 13, 2008_1 1:34AM EKC CONSTRUCTION 20842914PO N0. 7748 P. 8 1f3=10-�:AxYUixr.0 iv UMBER Or JrAt-t6: Page 3 of 3 WINIW LiM STANCAA:>s FOR FARIONG LOT QEEIGN STAXWD VENtCL€S A a 1 c I o IE dive-Y mm-11 r v tib�G Z M.L;cU" 5+41. � OEM . Cc" !-%W itw G 91'• 2. nv-e !'-W 12•.M 2+'-a' W-4* Y1 sY-G•2s•-+ IS ni' !Y-O' 2'F-a' b=C' 181--r !1'--C ze-w ac s•-W W-r +s'-s' rr-e 24'--0- s'-T' A 9•-a I r2=-r ec-�' !-T-r 20-4• 4 !` so :•—w c+'—o• W-0- a.11- sv —d Tw-s• 1-,o +e'-r 2C-8• r-1:- 11 Q1JT�3 CAL 4=OR+IE�hY� t D / Aft � t (Ord.2620,8-2-1999) http://wwAv.sterlingeodifiers.com/Wawin%2QFalls/l2010000000003000.htm iitinnnA ---------- (5`13/2g08) Nicolette Miller_fax.pdf __ __ - _ - Page-9 MAY. 13. 2008 11;35AVI EKC CONSTRUCTION 2084291480 N0. 7748 F. 9 Department of Justice Pt.36,App.A 4.1.2;Accessible Sites and Exterior Facilities:New Construction (4)Ground surfaces along accessible routes 4.1.2(5)(a)except as follows: and in accessible spaces shall comply with 4.5. (i}Outpatient units and facilities:10 (5)(a)N parking spaces are provided for percent of the total number of parking spaces self-parking by employees or visitors,or both, provided Serving each such outpatient unit or then access ble spaces complying with 4.6 facility: shall be provided in each such parking area in conformance with the table below.Spaces (H)Units and facilities that specialize in required by the table need not be provided in treatment or services for persons with mobil- the particular lot.They may be provided in a ity impairments:20 percent of the total num- different location if equivalent or greater ber of parking spaces provided serving each accessibility,in terms of distance from an such unit or facility. accessible entrance,cost and convenience is ensured. (e)*Valet parking:Valet parking facilities shall provide a passenger loading zone com- Required plying vvith 4.6.61ocated on an accessible Total Parwmg 1Hinimvm Number route to the entrance of the facility.Para- in Lot of Accessible Spaces graphs 5(a),5(b),and 5"of this section do not apply to valet parking facilities, 1to25 1 26 to 50 2 (6)If toilet facilities are provided on a site, 51 to 75 3 then each such public or common use toilet 76 to 100 4 facility shall comply with 4.22.If bathing 101 to 150 5 facilities are provided on a site,then each 151 to 200 6 such public or common use bathing facility 201 to 300 7 shall comply with 4.23. 301 to 400 8 401 to 500 9 For single user portable toilet or bathing units 501 to 1000 2 percent of total clustered at a single location,at least 5%but 1001 and over 20,plus 1 for each no less than one toilet unit or bathing twit 100 over 1000 complying with 4.22 or 4.23 shall be installed at each cluster-whenever typical inaccessible Except as provided in(b),access aisles adja- runts are provide& cent to accessible spaces shall be 60 in(1525 mm)wide minimum. Accessible units shall be identified by the International Symbol of Accessibility. (b)One in every eight accessible spaces,but not less than one,shall be served by an access EXCEPTION:Portable toilet units at construc- aisle 96 in(2440 mm)wide minimum and shall tion sites used exclusively by construction be designated'ban accessible"as required by personnel are not required to comply with 4.6.4.The vertical clearance at such spaces 4.1.2(6). shall comply with 4.6.5.All such spaces may be grouped on one level of a parking structure. (7)Bttilding Signage.Signs which designate permanent rooms and spaces shall compply EXCEPTION,Provision of all required parking with 4,30.1,4,30.4,4.30.5 and 4,30.6.Othe-r spaces in conformance with"Universal Park- signs which provide direction to,or informa- ing Design'(see appendix A4.6.3)is permitted. lion about,functional spaces of the building shall comply with 4.30.1,4.30.2.4.30.3,and (c)If passenger loading zones are provided, 4.30.5.Elements and spaces of accessible then at least one passenger loading zone shall facilities which shall be identified by the comply with 4.6.6. International Symbol of Accessibility and which shall comply with 4.30.7 are: (d)At facilities providing medical care and other services for persons with mobility (a)Parking spaces designated as reserved impairments,parking spaces complying with for individuals with disabilities; 4.6 shall be provided in accordance with s 497 r4ay MAY. 22, 2008 2:46PM K. N;IEKC CONSTRUCTION 2084291480 NO. 8124 —P. 2`" ' p2 COMchOck SORWare Version 3,5.0 Envelopip Compliance Certificate 2003 MCC Report Cfate:ul2me Data itename;C:lDoouW its aott SetUrkgMarla NlkyrkiaexktQp1Nkktrk UrafOnglNiktrfd Dmftl giChecttlCoMcheek-E zv;roject hiesl►NdRbIngton Park Gtamm..ctk Section 1: Project Information Project Title-Washington Park communitycerf(er Construction$ite; OwnerlAgerrl: DaslgnerlContractor, 1354 S.Washington Street 1 orn�Isvn Twin Fella,It►33301 Wilson Archltealural 4901 Bradley6vitsA Carden City.ID U714 2O M44-1000 Section 2: General information BulldinlZ Locatkm(foruy00ithnr data)- TwN Fails,Idaho -�( Cllrnate Zone: 14a " V C001in9 Degree Gays(laa&n B5 degreeswo )., 329 I ! ✓ C Cooling degree Days(b�,sv t35 dress rs): 328 prole©t TYP e: New Ccutelruction Ve0e21 Glasim f Wall Area PrL: M El-u.ttsllMMM Flrsar Anya Other 1750 section 3: Requirements checklist IGlimalka�+p�ci���equtrementa�- Ctsmporsom WOU Arm Cavity Cont P"osod 18udget CW Perlmeter R VWue R-Valua U-Facttne U•F'actor Roof is All Wood Join Hatter ilruee 1758 38.0 OF 0.02t3 0,055 Eretaridr Wall 1:W 0d Frema,Any Spacing 1568 19.0 0.0 0.050 0.080 Window 1:L+igyl Frame:nouble Pane with LorwL.1'inftd,SHGC 235 0 2M 0.553 0. �- Door 1,Glaaa,Tinted.sHoC d-M 161 F-Joor 1:AJr-WDM JolstlTrv$g 1758 19.D 0.0 0.049 0,047 (a)Budget U-r6OQM are U"o Oar!$0fWare b$Snitno CaloUratiam ONL'y,anti are oat=do rewmmanis. Aft Leakage,CoMponant Cartificatilcn,and VAPor Retarder Reyuirernents: Ej 1. All iolntrs and parretvtiomo ar,e oeuRmdI.gasket*(]or ovveread YAth a moi%roro YWr-perme0N9 Wrapping matonal(r1!;WkJ In aittordance with ihtr manufar turer&irwWalion Inslivetlong, © 2. Windows.doors,and ekyhghra rlgnurdd o5 Wgeting laakep ragk*0 rasn[$, 0 3. Cempanent R-t+alveo A U-Pastors labeled as cerllfied. 13 d, Insulation installed wording Iv manufarAurme,%lnarfJc00n$,In aUMOMIJal iaantaeR with Ills surfarn being insvlotad,and in a manner thet aChiaveds the rated Ewald®without comprasxkV the insulation. 3. Stair,elovatorahaft vents,and athbr earnparr Integral to the bvilding anv pe are egoipped with molodled dtimpors. ti. CaNa doors and lcradino dock doors are wealher seared, Prqect Tills:M%hington park Community Centar bats filaame:C090vments'n"d strulnpsdarla NNrM1Daskbaplh1prk DmfingtmldiR EN rI;pg10h0ck1C7MQhodC-FZ1PraRep rtt data Dhi$nral^ Park Comm,,ck prt Page 1 e4 g May "MA 22, 2008 2:46PMK. Nil,EKC CONSTRICTION 2064291480 zoa-a��a�z�N� 6124 F. 7. FZO—sred Bghting fixtures are;(1)`Pe IC r*d and-sealed or gasketed;or(h)iWalled inside an approprtata air-tight assembly wllh 8 0.5 inch claarW=from+ rnbusNsia materiels end with idches GIr~arsnce from h Ist datirJn Mmariar, �. Dulfdfng entrance doors have a v"libufe said equipped with closktg dnvicaa, Exceptians; Building enhances Olh revolving doom. Doors that Open diracriy horn a spina less than 30oo sq.fl.in arao, f� 9. Vapor ralarderinatelted. Section 4: Compliance Statement C.ompHanaV S1OCGM&s)t The prgpgged enveope design represented in thfs document Is ccnsistant with the building plans,-sR9Clficadori;tard other calculprion5 submitted with this permit applir�tron.The prgppwed arnWopo system has been designed to meal ft 2003 IECC requirements In COK&:h**k Version 3,s,9 and to comply Wth the mandmkory requirements in the Requirements ChacklIst. Name-Title Signature pater ... Prajectlitla.Washington mark Cormnmrity Centar I�§loorl date:U5J22/QB INIe frlensrm:CADot uments and Setiidgaftrla bllkirk%DeskIPOWjkirk Dr tftirigINlkrrk CrvflingThecftOMrhack-FZProjacl P?"NWashing(On Park 0omm..eeic Page 2 of a May :MAY. 22, 2008 2:46PM K, NaEKC CONSTRUCTION 2084291480 208-na-012,NO, 8124 P. N4 COMCheck Software Version 3.5.0 Lighting Compliance Certificate 2003 IECC Report Date:0&=13 OEM filename;r':1t)QCUM nta end S®Ctinps1Marta NlkirkT op\Niktrk br8ltir Alklrk t�reRviglChaGklWr tct,esck•FZtF'rAj�ct flla&lyy 0inglonI rkCvrnm..Cck Section 1: Project Information PrON&Tide:Washington Park Co rununfty Center Constrt.rotion Site: Owner/Agety Duigrier/Contractor; 13,4 S.WbWng ton Street Torn Wllgor, 74v1n Fa1tC,ID 83301 Wilson Arel t Vural 4961 Bradley Suito A Cwarden+Ciiy.ID 8371d 248.3d�•96t1q Section 2: General information Building U$e terlpikm by: ProjactType: Now Conadruntion 1u 9 tntiTYM SEA Other 17�e Secfiior�l 3. Requirements Checklist interior UgWing, ❑ I. TOM Prgpra9ed wafts rn an or to total allows as, Nod" atts proposed Wane pries 1n5 IMA Y 8 q g. Exft s�r 1 pu Exterior Ughttng: q 3. Dincacy9materihan45Iumans;w, zKoopthax speofal(Fed fighting h1gM0ttng rMtures of hIM tc bullOngs;dgnWv,safety or security lightinW,kcw-vuila©c IandsCape NhUng. Controls,switching,and Wlrrng., p 4. Independent cons for each apeae(switchiviceuparlssy omgr), E'xcepVO4n A(e#s declgriatad as sacurily yr emerMncy areas that must be conttnu4ualy I4uminnted. Ughling In stsllrmys or Con &M that we olemsntse of tha means of egress. 1❑ 4, Wslers+rritahal entry tolwtavrMtelguestrocm. U 6. IndMdvQl dWeJltng[stilts Uparately n**red, (3 7. EaOlo SPAre P"Ided with a rAnnual control to prv+%rde unkvrn tart redwIlan by at I-ast$4°fu. Only One turninalto in apace: An oOMpsnt-eensing dWA04 Crratrol3 the area; The Urea Is a Wtridur,storeroom,r"rvam,publio lobby or 19aest room, Arens that use less than 0,6 W0tWsq,r1, Plbjecl Tits:Wa�hingmn Berk�Community enter .--TM.._.,�.. Date MMame:C:ltlocumarils and S�tl1n"Mada NOdrAZM%kdopMklrk 0MNindlf�lfkirk Dta9inglCtreW00Mrhavk Ev6P et�lli si$lW��nmgiama Park Comm-eck Page 3 or 9 M-y 'MAY, 22, 2008 2:47PM K, WEKC CONSTRUCTION 20042914C0 2a0,33ero92Q C124�P, P5 $. �tutamati0 lighfSng chutvff conlroi in buildings largerlhan a,000 sgl.lt, ExWPrlonw Areas with only one IUmlnaIM coil idom,etore=ms.Feslrgcm®,or Public lobbies. PhotcvicelljestWnomiosJ ikP®SLV O Oh fdxl6rior rights. �pfl0ne� LighO)q InUhded for 24 Maur use. 0 10.Tandom wired are-lamp and throe-lamp balleMed Iurn naim(No single-larnp bmllatfa), Fi,�eptrons,- IEJt:t:lMNO high-f ertcy ballasts:t.uanalres on a F99rcy ctrcuils or With no ltuatfabfs pair. Section 4: Compliance Statement V0n1o4%"0v ftiOmnV The Rm6t ood NgWng design rdPnmntvd In this d0mum®nt to coh,1411ent wltri the buUding plan'S.sIJ6tilicatlons and other 010tiatlans submitted with ibis porrrftt applkatlbn.Tho pr6p6sed lighting s"Iern has been tiev9nCd tQ meal lho 2003 IECC.Chapfor 8y Mquimments in GOti9dOrk Version 35-0 end to aamplY With the mandatory requirements in the Requlrerrtents Checklist. Noma-Thla — - Signature Claire Project"fitly:Washington Farce Cornmwuty Center w• .•__�.�--�+. �.• Report dole.osrjma Bata flonanw;:C.D currments and SikhingsWarla NikirkWesktaplN!U DrafthglNihirkQr Pl3rrgAChecklGOMcllrerRwE lr'rvjact fil2SlWas ingten h Park Comm.,cck t'eg0 4 of 9 ,h y MAY, 22, 2008 2:47PMt 9, NiEKC CONSTRUCTION 2084291480 _ Q, 3124-`-P, 6------ 20$-3Z-0124 p.B CCNicheck Software Version 3.5.0 ' Lighting Application Work Sheet 2003 I ECC Report Data: Data tltonatno:O'zoaumentr,and SettingslNutarla N4d*1D0eKbpAN1kirk Dratbngftklrk atsit1Q1ChecklC0Wec[, ZProject 140AVVIgh1n"Park 0Mnm.,cr k Section 1:Allowed Lighting Power Calculation A B FlnorAraa Mowed Allowed Watts Other watts J 1750 ale low TdO -Owed Wafts= 1055 Section 2: Propasod Lighting Power calculation A Fixtur610 i Descrfption I Lamp wattego Rw Lamp 1 Bal Inat 4SirnpW #ut' rkwo (a x tar Flx�WM F[xCt4nft Wipitt. t7lhrrr(179A z�.ft,) Ulear Flwncscanl 1'W 78 3DW(Super 78)1 Fleclrunlc 3 17 M U4 Incadesne+,t 1;lnca%escerrt40vV 1 2 40 90 Halogen 1:Hdlo en MR-it xow 1 , 60 V fate]Propaxd Wat♦,s= 102A Section 3: Compuance Calculation IF the T*tal Allowed tiValtts Ngnus thm Tow Proposed Watts is[boater than ar equal to xam,the WhMng wanplics. Tarn[Mowed Watts- 1[155 Tatel Mopma Wsua= 1024 Pmjecl Compl'ranoo 31 i Data iilenama:lw,Wocmnanls and$5 6ngssWarti Nik[AlDog49plMRIek f)mMrg1Nj*k 4r�ttingtC eck1C(�I tctronk dlND eclf& WA h,nQ QA �1ect Tftle:Wn� tom:�(?�,'08 Part,Garlm,00* 1 Wit�Frin�lrarl Page 6 or 9 may MA 22, 2006 2:47PM K, NiEKC NUTRUCTION 20804291480 zoa-���-���NO, 8124�F, 7 p.7 COMcheck Software VM10n 3.5.0 Mechanical Compliance Certificate 2003 iECC PAPOrt Dato:otzw22vw D&tu filO►raree:0;11DOcutments and Sct ft$lMada NikkkZAsktvp%NiRfrk Graf inglikiric[Praflin9lGheGkiGQMuheck»FJ?1F"rDjeG! 1`114 009hington Park Comnl,.crk Section I' Project Information Prcject Title: Washington Park Community 0entar Construction Site: OvMar.rAgent: L?osigperlCorrlrtrcttat: 1354 S.Washington Street lam 1'Ifileon Twin rails.IQ A33t)i Wilson Arebh twural 4961 Be'sdteYStAsA taardE?n Qty.fD 837"14 2"-3".1800 Section 2; General Information guitdtng Lonatton{tbr weather data): TvArt Falb,Idaho C*Ates:Arta: 14* Heating D%rev,slays(base 65 deWws F)t 67i9 Coolhtg 0091`09 pays(Are 65 degrees F); 329 Project Type: Beret Construction Section 3: Mechanical Systems List �'Y&tcJ'iL?vna 8 Ctl:►21gt7: 1 HVAC System 1.Huatinp:Central Funmce,Meorip!�1MU:Split OyStem,Capacity-054 kblt^Ale-Canted condAMer(Single Zone Section 4: Requirements Checklist 11e401nunwrAs Specift To., HVAC Systam I : 1. Equlprne9nt MIMIMM sfrciency:Split Systom:10.0 SEER Garlad:Requirements: Must be met by all systems to which the requirement is appilionble: Ci 1. Load wIcuhatlons per 2001 ASl-W Fundametrtals [] 2. Plant squipmoot aid system Wpacltyn a greater than nRmded to Wheat krade Exc aptidhi 5rtandhy aqulprnent aUtvtndticaliy op when primmy syYuc-m is operating EM50pliarn!Multiple units Contra Iled to seW nce operation at a function OF lotd 3. Wnirnurn one temperature ocntrol devige per system © 4. Minimum ono hunifdity control OIMPICO per installed Wn idinc;ationldehumidifloation syslem ( 6, ThOrrr static,OOntrais has¢degrees F deadbsnd . ExixV%ron:Thwrnwtats rmWiring manUal Ghang&&cer betwean h&giting grid ciao" L7 9. Automatic Controls:freVmck to 555 degrees F(heat}and 65 degrew F(coal();7-day 4*ok,2•hour copupant override 10�Bour baclarp - Excoplion:Continuously Operating zones ~ > xcxaotion:2 kW domsrrd ar less,submit Galrulatfong p 7. AuEnmatlo abut-oft dampens on exhaust aytistems and supply systeffM with airfl":4,001)C% p S. art:ide-air Source for ventilation;system oapapte of reducing OU to required minimum f� 9. R-6 Supply and return air duel ths+alstkm In uncondlliontxl spaces R4 3UPPIY awl return Ok ductinsttlation outside the building R.8 InsUla;on between dui,and the building exterior when dui ara halt of btdlding astarribly PrOleGl*Mhr Washington Park Community Cenlar _.. _r •keport date:o51221b6 Dale filename,C;WpoetlMMU and SerdrgA,Warla N!FdtWDevktWNWrk DmftinglNikirt Drjhh4CheQkAC0M0Cck-FiPt*ct fikkAWashkatvn Patk comm..cck Page 6 of 0 �v MAY. 22. 2008 2:47PM K, NiEKC CONSTRUCTION 2084291480 -NIA. 8124—F. 8 208-336-Q124 p.8 - EkaoPtian:Croats 10cnt3d with[n dqulprnOht Emeptim"C OC4 vAth irrtxorior and extWOr bnW rnitft diflarence not enmc((ing id degre ae F. © 10.QrtcLS 9"ed•Inngitudlrnwl Reams on dold ducts;ttansverse seams on all duets,UL 181At or 18113 tapes anti mastic$ F.xOePtlon'Conttnuou*welded and IoO1t g kyPQ IQngitudinalan}nhs and s"ms ran ducts operating at staQo era urns i&�g dtan 2 Inches w.g.pressu-clasaincetfan [� 11.114echo�ic�i tact�nars errd sei�nps usc�cl ko cataract dttuts and aIr dlairllyuRion equipment © 12.Hot water pipe Inaral4on:1 In.for pipes-1.5 in.and 2In-fbr pipOS a1-5In.Choled WahrtMN9sranVbdae Pipe ihauiatt"!t in.rnr PIAt&—1.8 in.end U1 in.for pipes�11.1 in.Sieam pipe insuladon:1.5 In.for papas am1.S In,and 3 Im ivr pipes>t.5 h. ` F..%COption:Piping within I-iVAG equipment • 1 xopptiorr Flukl temperatures(between 55 and 105 degreos p Exceprlon:Fluld not hearorl Or cooled Huoeption:Runeuts<4 ik In length 0 13,OPerauon and m8tnten9rNM manual provided to building Owner © U.Balancing devims Provided If,accordance with NQ 6oa.is 0 1SA it and etevalorshift vents are equipped with Motorised dar»peta Section 5: Compliance Statement COmpliencO Statemotdt- The proposed meOanlbai design repromMed In IhIS dvcum nt Is taotslotent wah th9 building plans,r peOfcatldns and other calculations ouhmit-bad with this perm"APPlic011oh.The PrOPorsd t OONnkaaf tatems have been dosigned to rneet the 200$(MCC requirements in COMCb&*Vtrrslon 3.5.0 and to mmply with the mandatary rdgWrpMOnts in cheddtst. tJarnta-Th{e � Signature Gate Project Ttga:Washington Dark Comnwunity Centltt Report deli Data itlename:G.A0ocuments and SettingmWart NlkirkVwMoplNlkitk ihattinglNiktrk tarafnglGhecKtCt7Mt tw�ck�tPrtr]e of ort le:0 6 221OQ egtnn Park Comm..cck Page 7 of 9 p INe,Y MAY. 22, 2008 2.48PM K, NiEKC CONSTRUCTION 2084291480 __ 2oa-a3e.0124(�' 8124�""F, g p.9 COMOheck Software VOrsion 3.5.0 llllecbanlcal Requirements DescriPtIon 20031r=CC Report Cate; Data filensamL'C--TQCurn6NS rind Setting4Warla Nikirklt705kt0p1Viklrk Draf rrgiNMrk t5 rrlev""hington Park Ctmm..cck �i`t1nglChedctCf7Mcheuk`t�lprvjecf T'hta follcwing llat provides MOM Cl tffed de �ertilicat�. scrtptktns aFthe requfrern�nCs to 89010n 4 of the Machanicel compli$nc. I "UOremenfa SpOcil'!c TO; WAC System 1 ; I. The A1WIffed healing artdlor Molina equipment lb a:avatred by ASHFiAE System:10,b$E ail,1 Code rend nvjt;t MM trie folkMng minimum eirfelene r.Split Generics Requirement$: Must be mat by all systems fro vMhi{try the 1, benign heallnp and cooling loads tar(he building must tH4 dnterrnq, 9viFement'is tf an approved® nod usl l�Plic, blm: gtr(�alent cakhidcin praredure. fr Praceogr In the ASHRAE Ha ndboak yr Fuhdamentaln�ar . All equiprrt�nt and systems must be sued o both heating and i xrlinq tyruatsefl pia R be n0 WevIerthem needed to m®et c8kul*ed l adi.A single Croce available ' pratolEian tbrane tianGtlbn with thtm g P of egtalpMen Prdvid(ng 'lpmraritupik7ns. OIpacaYfor the;olhwrr hmMm as a Exowptian.The r ul n'e t as Ro Bible,within q IY W rol�ed systtam rapschy may be greator'hen calculated loads;fors) b must he au(atxtatl0 units is br h ed to be off when the:PrlrnarY equlprnent and/or system is ap4ratirtg. Exception:MulGpla units Df the ,e lId Y purpos.Standby equipment Provided►u(th controls to quert� qu pmsrett typt ►vlxa:e ccmb5,ed c�paeitiexaexuead the�Ioulat,rd kat+d err allrawmd rheyere E. Fach heallo +x cooyr oparalfnn orthe units as the load reaseg or decrdaa . d. 1=a,ch Funs' y$9ystanl S@Ntng A single ayono must have lie own temp�ralung control d0joa. rdificaUon system+oust havt It*am humldhy cohtroi da.,go , 6. ��oitals tent-pllirtg bothh heating and range a rnoC wh"a no hc*UN or cooling If prtvided), nA must be t pabis of maintaining a 6 degrees R deadband f4xca U C � of tentPer•ature p' ;raeadF nd caps Ii(y is opt required oasling, ]f the therMoslat daee not have automatic ohs 6. The sYstern orzone'aontrai rqu6t bee ngeQvef opabolty,between heetlhg and of setting back kerttperplure txr S5 degroa cluri„ble Iharmoatat or Ath*r autarnp(ic control meeting the ioilnWing c►iCarra:a)cmtaabte selling battle or shutting dawn R heating and mrnihy up to a5 dsgr�ra F men overridtb3 helve a hafts systern%during unGocupisd htaurs wing 7 diffet85(10 g wolingb)capable of automatically rY txssk ttp gap8l?la or rnalntain(ag prcrgramrned satfinus for t least I a)have ant po"lbte 2-hour accup®nt " Ex�pgon:A satpagt or shutoff conlml is nol re aired an f how. fir. Extsgplfon:A.setback ar shultslf aanirol Is not ragas hermosta�thatt GAnaof systems�tving�eBS chat spacers oontlntaauely,r. Qutgoar-Vlr wupPlY systems with design airllow rates>3 0DO cYst�ams with taipl canct�demand of 2 kW(6 828 Riu/h)car lass. ah6 ey lern r Closejj&t4d while Iha M trf outdoor sir and all eatrtauSt sys(�mm rrlusl Move dampArs that are tl. The eYalem must uluil�nt is not operating. 3 pply r7utalde verrtllatlrart lair as required by Chapter d of Iho InternaUahp(Mechanioa(Gadrr.IdilnA vantilatlan sYatrm is decdpn�l to supply outdoor-alr quanpdes pxcead ing the minimum required lei, ►minimum raqulrtad levels,the syslorn must be capable of redo 9. Air ducts must be Insulaled In tha folla lava outdbor6air crow Ia (spaces,n@fter heated her r5adled)must bs insulatud with Supply and d Wum unt gif dt.�for candltiprg d dit Ins lnd In unconditiu unheated btaaernorrtr,IN unhealed Uncondltlarted s ned sppnaa duels am 1 SuPPIY end rroturn air dui and plenums ed at r��t d la ar Minimum at'ms when ivs�ted rauts;d4 the trtitldin .c Whencmkd rn requlred only between the duct and the building exterior,withltt t:rtedgr compOngnts(e .p.,llaara pr reefs),minimum.R-8 lnaulAk(ipn is Greeption;I]uct maulaftan Is net requlrod on dUci6 t+xated wifhin agtriprrfatil. ` eplion:tTucl Insulation Is[lol requimcl when the cY�iWn rem npbune drfrerenr�be planurn does hal e�,d 16 degrees F, tween the lntgnpr And*Aador 4f the duct er Ip All joints,Idngiludinal and transvers6 gaama and faslarte V^seats, as)cet over slican9 ll ductwork moat bo sse urelly adaled urn $ e,arrnastlra,me,.h and rrresliosealin f5 weldmsnis;meohmnlraal "GOrdW00 with UL idtAorUt_IBIS llayafem�;ortepe Tapes and rnastles m " accepttd„:ConllnWtyuslywelded and I© ux:l be listed end labeled in int:hl:s w.g.pressure ciassiflcatiatt. aktnp.lYPe bn�"tradlnal)atnle and sal5rns an duels aperatinp at stabs praesurtie tees than 2 Project Tills:Wealtfnglan Community Cwa, P tilHnshtel Imo:Dvcum4rtle and SetNnq$Ihlat fa i4ikittaWsekiupWilrirfs CirahlnpiNiklrk ornn N c Mshack rap Park Comm..orh Report dato,4Slwpa j ✓1 es1WwFYiington Page 0 of 8 May MAY. 22, 2008 2:48PNI ic. mEKC CONSTRUCTIcON 2084291480 n -c)� NO. 8124—P. 10"""" `" P'10 11, Mochantcal tsi,aners and e40e,mastim er gaskrtis roust be ured when corinvol)ng duote tC fens nr,d other air disFrlbutidn e4uiArr:ent, including muftrpfe-2phe tOrrninal uryit, 12, All pipes servkv Wavn-ccndllionirrq systems must be Insulated as fatiows.plot vmjer piping of heeng eYe ma 1 In.far pips rM1 Or p1,ncvrileal diameter 2 in.for pipes�1 112-fn.nominal alameoer.ChIlted water,Whgenant,find brine piping St tens;1 in.tnsulation For plprrs+ 1 1)2•tn.MDM'nat dlarrle t 1 V2 m,insulation for pipet w1 lr in,toPrInal ipirtl�:1 71�fn in�ufnlaon for diameler.ern p pfpeas<91 112;m namirreF diameter 3 th,frrsulatiM rat plea&>1 712-In.oomina1 dfameier, . ENCuption:Pipe insulation Is not"iredforlactwy.IneFalled ialping w'ihin HVAC oclEApment. - E9ecepfran,Pipe IMUlallon is no Mguirad for pipirV that convey itulds having s design nperadng temperature range between 55 degrees i'and 105 dogreas F. ENceptlon:Pipe inaulation Is"'A required fern piping tnet conveys ilutd: t'uels or vlecttia power. the have nett boon heoled or cnWad through 1(ro aria of ivw-A ExCeptidn:MPO insulation fa ndt tequlred fpr runpul pipin9 nr t®Mceeding 4(t In tenglh and i in.In diameler between the conlrml valve end HVA�C"ill, 13, Clperatlun and mefatermce ddorrurrrcntatlun must be prrwided to iho pwrlar thatkWvdos at least the fol[owing infero,attonta)equipment W**(Input and oulpjt)5nd required rnafniemnco a#Igneb)aqulpmtart opera ft and maintenance Gantraf malAtehance and calibration ird'armaflon.isrcludMg Yriring pFaprxarns,sc rfta alsc)HVAC dyetem esfWd-determined sert Dints rnjA bn sequence deserf permanetiFiy recarttad on�mpnlrol draw!hemaitfcs,end Gantt4l pHarm.*desiri pt pregra"Weig evMmantW)complete rrarreatfve of how each byatcam is inlended to o cenlroi dt3vl�Er,op,icr tiiei�l control syste Acceptable b ms,h 14, E2cls supply air QutfQl or Wilmer and each zQna temztnal tf�1�c6{such as VAV ar mlirirgt box)mr,sl nave its dwn bafanclnq davits. ��ncing devices include adjli�ipble dampers kar„aietl w,thfn the ductwork,to"inal deVICE1%and supply air rllfrusvzs 15, SIi1ir aW ellMstpr shaft vents must be equiFPod with mvlorfzed dampers ssppble of being autemalleally clod during normal building QGerallon and Inicrtocfcad to open as hiquired by tiro end amok®deteetlog aYWme,All AravV outdoor alit supply and exhaust heeds, vents,and venrffaw[W must be o fted)d rrip z atdrtzW damp4r$That aueamaticairy shut when the spcwM served are riot in use. i~xcspti sa:-Gtevlty'rdlill-tn d gpooe damp$rs are acceptable in bulldirge foss than ttrrea 5101101 in hclght abovb grade.•Vondlation syst$H-w sarvinq trncondiFlv►wd kpeces, F'ra)TOct'rltle:�WasMinpn Park Community Canter ^�� �---- - �"" "�'�'�`--�_----. matt filename:CADucuments and&A0ogtkmsr1a tUWi tlbcsktoplNikfrk E)MXnglt�tiklrk Park Cumm..cek Frctj DrahinglCtracrkhCgNlchamk asdlWsshtngtdn$ Page P of 9 SEC. 4. 2007 10:06AM [KC CONSTRUCTION 2084291480 NO. 1769 P. 4/10 COMcheck Software Version 3.4. 1 Mechanical Compliance Certificate 2003 IECC Report Date:08/31/07 Data filename:C:\Documents and SettingsWarla NiklrulDesktop\Nlklrk Draffing\Nldrk Dmftin9tCheck\C0Mcheck-EZ1Pr0jad fileslGooss Crk Comm.ock Section 1: Project Information Projectnoia. WA61flN&TON PARY Construction Site: Owner/Agent Designer/Contractor: Tvv)N PAuU ,1 10 WilsonArd,iiteetural 4961 Bradley Garden City r ID 83714 208-34a1a0o Section 2: General Information aullding Location(for weather data): TW I N r—A L-LS t I OA k O Climate Zone: 14b Heating Dogrev Days(base 65 degrees F): 6745 Cooling Degree Days(base 65 degrees F): 424 Project Typa New Construction i Section 3: Mechanical Systems List uanti ern Descri 1 HVAC System 1:Heating:Central Fumect,Electric I Cooling:Hydronlc Coll,CapaCR(y>=54-<65 kBtulh, Air-CcelRd C:,.denssr:S rg:e Zcn-. Section 4: Requirements Checklist Requirements Specific TO; HVAC System 1 : 1. Balancing and pressure test connections on all hydronic terminal devices Generic Requirements: Must be met by all systems to which the requirement is applicable; C1 1. Load calculations per 2001 ASHRAE Fundamentals D 2. Plant equipment and system capadry no greater than needed to meet loads Exception:Standby equipment automatically off when primary system is operating Exception;Multiple unite controlled to sequence operation as a function of load O 3. Mlnlrrtum one temperature control device per system o 4. Mlnimum one humidity control device per Installed humldlfiCation/dehumidifcation system, 5, Thorcnosiatic con"16 has S degrees F deadband - 1 xoeption:Thamrostats roquiring manual changeover between heating and cooling © 6. Automatle Controls:Se;back to 55 degrees r=(heat)and 85 degraaa r(cool):7-day dock,2-hour occupant override,10-hour backup Exception.Continuously operoting zones emotion:2 kW d9mand or less,submit calculations 0 7. Automatic shut-off dampers on exhaust syctems and supply systems with airflow>3,DOD dm 8. Outside&source for ventilation;system capable of reducing OSA to required minimum 9. R-5 supply and return air dud insulation in unconditioned spaces R-8 supply and rth,m air duct Insulation oulsida the building R-8 insulation between ducts and the building exterior whom ducts are part of a building assembly WA5(J I N GTot4 pAlZr-- �' Page 3 or 6 DEC. 4. 2007 10: 06AM EKC CONSTRUCTION 2084291480 NO. 1769 P. 5/10 i Exception:Ducts locatod within equipment Exception:Ducts with interior and exterior temperature difference not exceeding 15 degree::F. 0 tO.Oucts seated-longitudinal scams on rigid ducts;transverse scams an ad ducts;Ul 161A or 1218 tapes and masdes IException-Con linuously welded and Iocxing-type longitudinal joints and see"on ducts operating at static pressures less than i 2 inches w.g.pressure classification o I l Nechanical fasteners and sealants used to connect ducts and air distribution equipment 0 12.Hot water pipe insulation:1 in.for pipes t=1.5 in,and 2 In.for pipes>1.5 in.Chilled watedrefrigerantrbrine pipe Insulation:1 in,for pipes—1.5 in.and 1.5 In.for pipes>1.5 in.Steam pipe insulation:1.5 in,for pipes—IS in.and 3 in.for pipes>1.5 in. Exception:Piping within HVAC equipment • Exception;Fluid temperatures between 55 and 105 degrees F Exception:Fluid not heated or cooled • Exception;Runouts<4 ft in length 0 13.0per2tion and maintenance manual provided to building owner 0 14.©31ancing devices provided in accordance with IMC 603.15 0 15.5tair and elevator shaft vents are equipped with motorized dampers 0 '16.Three-pipe systems not used, Section 5: Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted YAM this permit application.The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMcheck Version 3.4.1 and to comply with the mandatory requirements in the Requirements Chacktist Name-Title Signature D9te WA9 t N GTW PAP-Jr— Page 4 of 6 DEC, 4. 2007 10:06AM EKC CONSTRUCTION 2084291480 NO, 1769 P. 6/10 COMChee~k SOflrware Version 3.4.1 Mechanical Requirements Description 2003 IECC Report Date: Datz filename:C:1Documents and SettingsWaria NikirkiDesktopWkirk Dra>'tingtNiid Drafting\ChecklCOMehedc•EZlproject files\Goose Crk Comm.cck The following list provides more detailed descriptfons of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 '1. Hydronic heating and cooling coils must be equipped with a way to pressure and pressure, test m ctl nneons and measure and balance water flow Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design healing and cooling loads for the building must be determined using procadures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater flan needed to meet calculated loads.A single piece of equipment Providing both heeling and cooling must satisfy this provision for one function with the capacity for the other function as small as Possible,within available equipment options. Exception;The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipr-,ant and/or system is operating. Exception:Multiple unity of the same equipment type whose Combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or Cooling System serving a Single zone must have its own temperature control device. 4. Each humidification system must have its own humicilty control device. 5. Thermostats controlling both heating and cooling must be Capable of maintaining a 5 degrees F deaaband(a range of temperaru p where no heating or tooling is provided). Exception:Deadband capability Is not roquired if the thermostat does not have automate changeover capability between heating and Cooling- B. The system or zone control imust be a proaramrreyle thermostat Or other avtnmatic control meeting the following crhorie:a)capable Of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb)capable of etrtomatically Setting back or shutting down systems during unoccupied hours using 7 different day scheduleac)have an accessible 2-hour occupant overrided)have a battery backup capable df maintaining programmed settings for at least 10 hours without power, Exception;A setback or shutott control is not required on thermostats that control systems serving areas that operate continuously. Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(5,626 Btu/h)or less. 7. Outdoc'"ir supply systems with design airflow rates>3,00g cfm of outdoor air and all exhaust systams must have dampers that are automatically(fps while the equipment is not operabng. 8. The system must supply outside ventilation air as required by chapter 4 of the Intomational Mechanical Code,If the ventilation system Is designed to supply outdoor-alr quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum mqulred levels, 9. Air ducts must be insulated to the following levels:8)Supply and return air duds for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated wttn a minimum of R-5.Unconditioned spaces Indude attics,crawl spaces, unheated basements,and unheated garagea.b)Supply and return air duds and plenums(nvst be insulated to at minimum of R-8 when located outside the building,o)When ducts are located within exterior components(a.g„floors or roofs),minimum R-8 insulation is required only between the dud and the building exterior. Exception,Duct insulation is not reculred on ducts located within equipment. Exception:Duct insulation Is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 10. (asteners with sealsaii;,A joints,longtu ,gaskets,and transverse sea ,and connections in duclworl must be securely sealed using weldrnents:mechanical or M2!stics;mesh and mastic sealing systems,or tapes,Tapes and mastics must be listed and labated in accordance with UL 181A or UL 1818. Exception:Continuously wolded and locking-type longitudinal joints and seams on ducts operating at statre pressures less than 2 inches w•g.Pressure classification. Page 5 of 3 DEC. 4. 2007 10:06AM EKC CONSTRUCTION 2084291480 NO. 1769 P. 7110 11. Mechanical faslaners and seals,mastics,or gaskets must be used when conne4ng ducts to fans and other air dIMbutton equipment,including multiple-zone terminal units, 12. All pipes serving spat&-conditioning systems must be insulated as follows:Hot water piping for heating systems:1 in.for pipes c=1 1/2-in.nominal diameter 2 in.for pipes>1 1/tin,norninol diameter.Chilled water,refrigelank and b ne piping syserrms 1 in ri : .1 insulation for pipes<=1 1/2-In.nominal diameter 1 112 in.insutetion for pipes;-I 1!2-in.nominal diameter.Steam piping:1 1r2 in. I insulation for pipes c=1 1/2-in.nominal dlarneter 3 in,insulation for pipes>1 1/2 in,nominal diameter. • Exception:Pipe insulation is not required for factory-installed piping within HVAC equipment. Fwoeption:Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Exception;pipe insulation r.not required for tnssll fuata or electric power. piping that conveys fluids that have not been heated or cooled through the use of Exception:Pipe Insulation is not required for ntnout piping not exceeding 4 ft In length and 1 in.In diameter between the control valve and HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that InrJudes al least the following information:a) equipment capadry(input and output)and required maintenance actiomb)equipment operation and maintenance manualsc)HVAC system control maintenance and calibration information,indvding wiring dlagrams,schematics,and confroi sequence descriptions; desired or field-determined set points must be permansnoy recorded on control drawings,at control devices,or,for digital contmi systems,in programming commentsd)complete narrative of how each System is intended to operate. 14, Each supply air outlet or diffuser and each zone terminal device(Such as VAV or mixing box)mushhave Its own balancing device. Acceptable balancing devices include adjustable dampers located enhln the ductwork,terminal devices,and supply air diffusers. IS. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire Lnd smoke detection systems.All gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped wish motorized dampers that will autvrniltically shut when the spate served are not in use.Exceptions:-Gravity(non-motortzed)dampers are acceptable in buildings ICES than three stories in height above grade.•Ventilation systems serving unconditioned spaces. 16. Hydronic systems that use a common return Syst9m for both hot water and chilled water must not be used, r r WAsf}-r N�P _ Page 6 of 6 D PROJECT :WA5f flN&T-ON PAW JOB No CLIE14T WILSON ARCH. �. CALC 6Y : iWKN SO.FT. : 1758 o DATE M V2007 ONE-:: !f.(;()MMUNIYY/0FFiCE R0 O .ACE_ - 1tOohl 1Z( �LXWXH 1'1VA�rING .2-ofFIC1 3-7p1LET E�OdMRf2F`A S� FT 14. ° 4-COlrlhtUNiSi' - TEMP DIFFERANCE= 70 . ,19X27Y 8.73i(9.96X8 2S.83X3D.T3X 12X9.77X8 9.77X10.63Xg 8 9 10- LINSAL FY EXt'o$1 D 381.28 321.17 OXOXO OXOXO OXOXO EXTERJOR WALL 7BT_33 117.3 iO3 8 OXOXO WALL AND TYPE 28,23 53.29 g 0 0 0 tiOUSj=!GAltf{G[ p T2.85 14.5 20.4 0 BASEMENT D 0 0 D 0 0 0 GRb9s SQ FT 0 O 0 0 0 D D EXi€f KC WALL 225.84 0 0 O 0 EXPOSED WALL 426-32 53.84 0 0 0 HO_ USt:/GARAGE 0 582,8 t 16 163-2 ° D 0 0 0 ° 0 BASEMENT p 0 0 0 0 0 0 0 0 O EXPOSED AREAS R V D D p D VALUE VALUE M.F. APAT B7Z.1H AMT 0 0 0 S 8 W W J3TUH AMT [iTUH AP/IT STUN AMT Bl'UJi AMT g717H AMT 07uH AITf BTUN AMT BTUH IN-DBL-VINYL 2.13 4? 32.88 D 0 20 s N E E WIN-OBL-VINYL '� 0 0 75 2465 AMT BTCJN b BSMT WIN-DBl-VINYL 2.13 .47 32.86 32 1D52 !9D 1912 O p 0 O 10.52 0 0 p 0 0 0 0 0 0 0 .47 32.86 0 0 0 0 D p 0 0 O O 0 ENTRY DR-MTTIGL INS 3.75 _267 18.87 56 0 0 ° O 0 0 ENTRY DOOR- i045 0 0 0 0 0 0 O o 0 0 0 lJ1TL I NS 13.59 .074 5.151 0 D 0 0 0 D 0 0 0 3L PATIO 0 0 D 0 0 0 0 0 0 0 O - DR-DBL-VIN 1.92 .821 38.46 p 0 0 0 0 0 EAT WALL- 0 D 0 0 0 0 28 144 0 0 D 0 0 0 0 0 r HOUSElGARAGE 8 HR 1963 .051 3.G66 138 492 346 1235 r� 112 4663 p 0 0 0 D 0 R 13 19.63 .051 3.566 p 0 192 396 141 0 1 84 300 ,3, 482 0 0 0 0 0 p z BSNIT-R-13 ° 0 0 0 28.eo .035 2.431 0 0 0 0 0 O 0 ° 0 0 TRUSSES-R38 0 0 0 0 0 0 0 0 0 0 D 0 39.67 .025 1.785 361 637 0 0 0 0 0 0 p FRAM1NCti-R30 0 0 O 0 O 0- 321 587 67 118 787 1389 1,7 0 O 0 ° 0 0 31.67 .032 2.210 D p 0 207 1D4 183 p y SKYL(TES-DBL-SOLAR 2.13 0 ° 0 0 0 0 0 0 0 ° O o 0 0 0 CRAWL SPACE W!R•19 4� 32.86 0 0 0 0 O D 0 0 D 0 0 25.64 .039 1.482 361 0 0 0 0 0 0 0 0 0 ° 0 0 SLAB C3RD-PERIM �$ 321 476 67 99 0 0 0 0 6 280 19.600 0 787 116J 117 174 104 154 0 D 0 BSMT FLOOR 0 ° ° 0 0 O 0 0 ° 0 0 0 0 O d 2T_03 .037 2.590 0 0 0 O p p 0 INFILTRATION 018 ° 0 0 p 0 AClHR .018 1.260 ° 0 0 ° ° 0 D D 3613 4552 3212 4047 670 0 0 0 0 0 0 0 0 O O O b115C HEAT LOSS 844 7673 9920 1173 1478 1038 1308 0 O RQaM R.SAA+✓E D o 0 0 D O D D D D 1-WARINC 2-OFFICE 3.TOILET 4- O 0 °7�i'ALS PER ACOMMVNI 5-PLAY ° �" BTUH 8314 +. 6-SHOP 7- �242� 1254 B- 9- f0- RC1pfU1 2D43s 3210 2271 0 CFM 22a0 0 34 y - 552 87 61 0 p ° O 0 Page 9 �DO�M"QB-9Afl6E . o ft6C�P�I SJ�E LX W-X-11 11 12 rn ROGr1t�lAn�A g4.�1 ET OX0X0 OKOXO 13 14 15 ]G OXOXO OXOXO OXOXO 17 a IN]_ LAL Vr DOSED 0 0 ° 19 20 OXOXO E)(YEMOR WALL O 0 X0 OXQXO f8 OXOXO TYPE p OXOXO HOUSE I G_APAGE ° 0 D 0 0 WALI,AND rn DASEh9ENT O 0 0 0 ° O .o GR088 5q 1 1 0 0 EKi Eft�Ol2 WALL 0 O 0 U 0 p 0 EXPOSED WALL 0 p O 0 0 0 0 tI0U8r I GARAGE 0 p 0 p D 0 p 0 O 0 0 BA9 0 _EM Nr 0 0 0 0 0 EKPOSED AREAS ° 0 ° o D u ° ° ° 0 O VALUE VALUE M.E. Afo-r BTUH 11T ° ° 0 S 3 Vy ri�lrI-QBL-VINYL &TlH A 41T dTU o 0 2.13 .47 32.06 0 0 0 ° 0 O H Ah9T BTUH AMT BTUH ° O 1f s E WIN-DBL-VJNYL Ar17T OTUH AMT E3TL1}i A�� STUN ANT 8TU DSPdT 2.13 .47 32.86 0 O 0 D WIN-DDL-VINYL 0 o N AfAT BTUIi 1=NTRY OR- 2.13 .47 32.08 0 0 0 0 ° ° 0 0 0 0 IL I INS 3.75 O O 0 0 0 O p 0 0 o ° ° D o ° ° D EMI-RY DOOR. •267 0 0 O R-M7LIN5 13.50 0 ° O 0 O 0 0 0 p 0 0 0 0 SL PATJO DR. 079 5.151 O O 0 0 0 DBL-vJN 1.92 ° ° o ° D o EXT WALL-R-13$411 .521 38_d3 0 0 0 0 0 0 O 0 ° 0 0 0 0 0 0 O 0 19.83 -Ogl 0 O 0 o FIOLrgE/GARAGE-R 13 3.566 O 0 0 0 0 0 p 0 O 0 0 0 ]9.G3 1 0 0o MT-R-13 3.586 0 ° ° 0 0 O ° ° 0 O 0 0 ° O Q O 0 U 0 O 0 0 v 28-80 .035 ° ° O O 0 RUSsES-R3g 2.43i O 0 0 0 ° 0 ° O O v FRAMING-R30 3f1.67 .025 1.7G5 O O O O O 0 p 0 U 0 O O 0 U O 0 ° ° ° ° ° O 0 0 o SKYLITES-Da 31.87 .032 2.2]0 0 0 U 0 0 0 L-SO(gR 2.13 -d89 ° ° ° O °CRAWL SPACE W/R-f9 32.86 0 O O 0 0 0 O O O 0 O 0 25.0 .039 ° z SULB�GRID-P 1.482 0 0 0 O 0 0 0 O O o ERJJj O O 0 0 G .767 0 0 0 0 O O 0 BSPAT FLOOR 11.887 0 0 0 O 0 0 0 �0 0 0 0 0 0 ° 27.03 .037 _O O INPILTRAfION 2 500 0 q 0 0 0 0 0 l 0 ° ° O � 016AGHR 0 ° 0 0 0 0 018 0 ° 0 0 0 0 '— Ml3C NEAF LOSS 1.260 O 0 O 1 p D 0 0 0 O 0 cn 0 0 ° 0 O 0 O D 0 o Ha0114 i0RlSPACE o 0 0 0 0 ° ° ° 0 0 ° L ° ° ° o 0 c-3 T R RTOH 11 12 O f3 14 D 0 0 0 RQ0M Cfi . . 0 ° D D 15 16 17 10 0 ° 0 0 0 0 p 1g 20 D 01 ° 0 ° FURNACE TYPE CENTERAL FORCED AIR,Qyy1N—E ° ° 0 ° o C7M1C u�Nh�'�"� 0 0 As SPEC, VERIFY�I IS w/HEATIN10,ONTRAC70R TOTALS MIN OUTPUTS 54,00p �_gyp BTUH / 1154 DTUN �� '20 TOTAL 45% A 1 C CHO AT.121,60 CESP a443a 0 r— CFlV7 ada� s1104 TYPE EXTELECTCONDUNITWITy 120o O a A'COiL AND CAe AT P URN,CONNECT 120D WffH 11VSUL LINES PER M'G7R,Vr=RIFYDETAILS WITy NEAT CONT. � MtfV QUTPUT$ SUGGESTED MININUtq CFA9 c� 4.2,000 BTUH J 3-5 TON - 914 W rl Page 2 k1L ANATTI- F �fF NCB V CALC'S HEATING DEGREE DAYS :58pD o WALLS HEAT OAly C FUEL TYPE : GASALCULATfONS SOURCE TEMP D1Fr 20 LEMEMCS S G W CLASS MULTIPLIER EXT WALLS - U'VALUE AREA BTIJH R13 a NR SNTG AREA U X A i00 HSE/GAR WALLS - R1i .051 1153 N E E GLASS 95 3500 _rn 58.7366 DOORS 11-6 MISC WALLS 051 p PATIO 124 14C3 .035 D.0000 EXT G H1G DOORS 100 -- s a w wrNDOws - D 1 i2 1,200 DBLJALUM 0.0000 EXTe H/G VVALts 8.1 84 o N a E WINDOWS . 469 95 512 z OBL/ALUM 46g 44.6Dpg CCILINGS 1.6 1153 SL PATIO DRS . 124 58.2160 1845 DBL l VINYL S2i FLOORS to 17sa MAIN DOOR -MTL JNSUL 112 58.3333 1758 INFILTRAT1aN 'I.22 O PA710 ❑OOR 267 � D MTL INSUL 14'9333 INTERNAL HEAT GAIN 0.32 17578.8 5625 074 28 2.0603 -+ AI-LOWABLE UO FROM FIG A101 TOTALS 1568 236.88D5 40DO 0.1 TOTS UTIJI1 GAIN ACTUAL UOVALUE-ATXU o.151 42 T/AO = TOTALOUTPUT 3003 ROOFS o0p ELETu}ENT_S TRUSSES . R3O U'VA[.11E AREA U XA _ o FRAPAING - R11 .025 1758 44.3126 ALAI,:" , Td FLpvR.RIlTlO � .032 TOTAL SO fT v SKYLITES - DBL,SOLAR 0 0.DODD GLASS AREAITOTgLSFFLOORgR�� 96 GLASS TO rn 469 O 331 / FLOOR 0.0000 17516 18.83 yr v ALLOWABLE UO TOTALS 17Si8 0.91N21%F- FROM FIG NO.1 44.3126 R, NYL WINOOV c�v ACTUAL UOVALUE=ATX UT/AO - p.030 z 0.025 0 }VbT�S WATrsuN RFA O: f INFOR5 710N cn atNtHAL 1AlFOFIMA'170N z PROJEC / RIN6T CLEMENTS LI' AREA Y Cl1ANT W1LS PATIO DOORS 52 112 JOB MO ARCH• TOTAL GLASS ... 0 MAIN DOOR 219 •'"`-_ SQ Fry1758 267 55 ELEb1EM11F9 HSE/GAR DOOR 074 28 CRAWL SPACE U. AR&A EXT WALLS ¢ 039 1758051 NSJ /GAR WALLS QS1 1 0 153 a MISC FLOOR 280 o _ BSMT FLOOR 007 D BSOAT WALLS 03$ 0 S&V1/ GLASS SKYLJTES .489 O AM 95 CEILING..TRUSS o_ N B E GLASS 469 124 O25 1758 o BSMT GLASS CEILING-FRAME .032 0 v O INFILTRATION .Die 17579 c� 0 Page 3 PA" AfUlVrTY SHJ71 Va TO I Vv� 7WX F ook L.-L-�S z U� OA DULY 11 2007 ,Sui ng Plans have H PROJECT: been reviewed and approved All Construction Subject t To Fie d Inspectio I Pa e_ ____of LIST OF SHEETS ASHINGTO PARK 9 1354 S. WASHINGTON ST. Date ,� TWIN FALLS, IDAHO 83301 T-1 TITLE 5-1 SITE PLAN i -1 FOUNDATION PLAN — BL1) ' GFLOOR43 OWNER: t -i A-3 ROOF PLAN {ette Miller- x fa .pdf ---------- ---- -------- A-4 ELEVATIONS BOISE HOUSING CORPOR w — ELEVATIONS205 N. 10TH ST., SUIT 20( � 5 � MAY. 13. 2'1I;E 11 :33�M EKC CONSTZ'�CTION 2l)C4291480 N0. 7743 F'. 4 _.... _ A-6 CABINETS SECTION a� BOISE, IDAHO 83702 PLAN ANALYSIS ' A-7 PLUMBING PLAN Based on�Edltlon of ISC i I i. Archdect or Engineer of record; 111&.11 � `/9W Bro�lag Sa���?w�i, i, 837/y A 8 ELECTRICAL PLAN r! Job Address 1354 S. Washington St3reet, Twin Fa s, ID �4.J/ -- Legal Description: See attached A— C PLAN � 9 HEATIN ��� Occupancy Classification: A-3 Occupant Load per area: i:-_j3 2:_ ' Q A C I T C T: Number of dories:_ One- ): Total- -7'1 111' fet I FloorArea: Exits Required: Basement _ lat. Basemenl: AlA 1st Y2. 1 2nd:—r_ 3rd• ArA 4th:_#A Stories 2nd NA _ 3rd_N�._ 4th_�V 1 Emergency Lights: Yes: —XNo: I Type of Construction: 8 Exit Signs: Yes: _1r,No: Automatic Sprinkler. Electrical Plans: Yes: X No: 1 *id Old, VV ILSON Yeo No x Full Plumbing Plans: Yes: % No; Partial Wet Dry1 Mechanleal Plans: Yes: K No: 1�/ILS®N ARCHITECTS Maximum floor area allowed by Code Wind Load Q�e, fBtSelsrrdoZone:� to N .i Sq.feet. G1704 t. Snow Load:�_�� Basis for Code allowed increases; Foundation Searing Pressure.� {{i Nk Fire wails 4961 B RA D LE / , S U I TE A Sprinklers Yes No - Req'd• Yes; No: x Other: Occupancy separatlon tt GARDEN CITY IDAHO 83 , __ _ Rega Yes: No: x_ { , _�. _ Area separationU) 208 - 34 - 1800 Req'd; Yee: No: x Comments: (jccypercf 1p(,�reaa .' �FF: town wilsonarchitectural.ne• ...,,,,.... O PR ��5� ARCH I T SS y P NOTE ALL CONSTRUCTION MUST COMPLY WITH THE 'FEDERAL REGISTER' PART VI OF THE E DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT R 452 a C SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY- 24 CFR CHAPTER 1- FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991.THE PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1973 AS AMENDED AS 9rF OF IMPLEMENTED BY THE"UNIFORM FEDERAL ACCESSIBILITY STANDARDS"(UFAS) AND r0,� M W��S sheet no: IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF ACCESSIBILITY WILL BE COMPLIED WITH. TA UO NOT DRAIN STORM _ JACENT orrs WATER ONTO AD H.C. PARKING SIGN ON POST (DESIGSTGN AS REQUIRED ov i _nrai GOVERNING AGENCY) PARCEL 2 +0. +o„ 3.51 ACRES. +6" (MAX) -D iMAX +6 4'-0" WIDE 11 MIN WALKWAY ® E BLUE STRIPING FOR PARKING, WALKWAY c, 0 AND H.C. SIMBOL y I 868. �� r' e IRA,Y O W io 3869.0 �" WM ,yyo J 5-0 .! " 11'-0" 43869.8 38 .2 wx 1 U. A/V%-I LL v /HANDICAP PARKING DETAIL S89027'22"W SEE SITE FOR LOCATION Z 387 .4 - - ,4-38iO.21 NO RAMP IS NECESSARY IF ASPHALT IS FLUSH WITH L 3870.8 -- THE CONC WALK ® r 3871.0 WHITE LETTERING W1 BLUE BACKGROUND 12" BUILDING - 500 sq.ft. 3872.3 BUILDING Q PLAY oti�ti 495 sq.ft.- � RESERVED GROUND p�0` 3873.5 n ���� TO r w w.. n ^r 1 �'"IT 1--in A 3874.E TREES 3873.4 y 1 W r LT • , .F.yOF v (v 1 ^JAT i R 3872.7 / ��ETA d � 3875.4 OjV P�jol Lr�' •' 3873.7 r. r P�rlp 3875.1 � �µ BUILDING / NEW a 1MMi / ®W 510 sq.ft. TREES s, HANDICAPPED PLATE OR PERMIT W ONLY 3873.6 5.5 SVCC I' y 71.02 cp 4. rr, MOUNT SIGN 5' FROM FIN.GRADE w y 3874.0 / 3B� Rp ry�OcF 38 '4 TO BOTTOM OF SIGN IN FRONT OF 0141 „® �6 jcF EACH HANDICAP SPACE W�~ �� ACCESSIBLE o - 0 PARKING & HANDICAP SIGN DETAIL zLO = F 3875.5 \ IRA A ACCESS RAMP NTSACCESSI 3874.5 P RKINGBLEic 38 <y� 74.5 1 . %zl 3874.9 4 IGN � m w M 3875.26 rim 3874. 6 SUN 3875 0 3874.1 NEW COMMUNITY/OFFICE SITE LOCATION PLAN 3875.7 SCALE; 1" = 30'-0" 0 DRAINAGE: SEE SITE SURVEY V/ by TYPICAL GRADE- ALL SIDES. \� SLOPE MIN. 5% WITHIN 10'-0" OF BUILDING THEN MIN. 2% FOR 30'-0". 3876.0 `J.1. (� yj �C -� PROF BUILDING O -ISIX SE R d o 400 sq.ft. �� P 'a G�' R 452 heet no: l rgrF OF �OP� raM M. W��S smi d� t�9TE�oN N 5' �j ��FN 4 v*31 �,a 55'-0" 25'-7 1/2' 2 '-4 1/2" 12'-9 3/4" _ 12'-9 3/4" F- = Zuw w i PROVIDE G.I.AREA WELL x¢ _- _w FOR FND VENTS WHERE #4 DOWELS C° w~ °�¢On REQ D. w Ll 24"O.C.TO FND WALL. N — 5 -- ----- AL—1 v)� o��- —— —— —— —— —— —— ¢ =Z= -- w v)AL oW ¢ Z CONC. PATIO tn w N w o rn V~i - SEE SITE PLAN aw LL o V low, Z Q V m d - - I nwa,n¢N�J�+1 I — - — — - — I wTC LU O O U HH J q� IJ Ln HwcOi Z¢w lZamW� H 10'-0 10' �9'-4 1/2° -0 � woHU_¢ LIJ O C °NZZVi Qq�w Hu'w J 2"X4"PONY WALL W. I <i Z p v w:) 'L STUDS@16"O.C.ON *VHi=4�W�- Q - - 16"X8"CONT CONC F �'RAU� O°L O�� LL 16 X6 ALUM.SCR'Q.FND. Z p H Z N FT'GS AS SHOWN — I O S Ll J -i VENTS W/DAMPERS- w� r24"O.C,DOWELS @ TO FND WALL. TYP.OF 11-EA WITH-IN 36" I N . � O p I—o O HOF CORNERS AS SHOWN j Z Dix Vwiv-- -- -- -- -- -- I pacwJwwgv 1 (V/ Y� Vc pliz i _ 0 LL O �wwHZU*Zw r -.ter - ---- - -- Z q lo to lL d H H O FLOOR SYSTEM LOCATION OF CONC.WALK I FIN.FLOORING ON 7/8"T&G DECKING I PLUMBING FIX. -SEE SITE PLAN _ _ {GLUED&SCREWED)ON i 3/4"X 9 1/2" _ _ @_F6 ABOVE ENG'D JOISTS SPACED AS SHOWN :o -JOISTS SET DOWN INSIDE FND WALLS I W/MIN R-19INSUL BETWEEN JOISTS .+ I POST BASE APB t I � I 't.4 OST BASE v, I `O I (2)#4 VERT. - I #4 HORIZ. 6"O.C. .o a a r w o O I I� MM _ - C I W - - — - 4I.Xa.� m 4��X8�� in 4��X8�� 4��Xa�' HDR HDR HDR HDR I 4" 12" 4" W TYP.CONC.PIER SCALE: 1/2"=1' 0" Yi OPEN AS REQ'D FOR HVAC PLENUM c � n n 18"X24" CRAWL Ad w SPACE ACCESS 8"X24"CONT CONC FND WALL ON 20"X8" _ I (2)#5 CONT.TOP I1 Z - CONT CONC FT'G AS e AND WALL BOTT OF W W M SHOWN I . 'FCC C 0.1 I C VERT 4'40"O.C.@ Q 0 I I (2)#4 CONT. Y v ° ° I o a — ------- -- ° o °. N 0 I #4 DOWELS @ I i '� 24"O.C.TO FND WALL. ———————————— —————————————————————— ————————————-� 8 6"X6"MTL POST BASE ON 12"X12"X24"CONC. PIER ON 20"X20"X8" CONC.FT' � TYP. FND WALL I SCALE: 112"=V-0" F L JJ L J ~ 11'-3 3/4" 11'-3 3/4" 10'-5" 7'-2 1/2" R FS r 3'-0° 22'-7 1/2" 17'-5 3/4" 11'-10 3/4" 5 '� 55'-0" .+ w > CONC.WALK E '� i n" FOUNDATION PLAN -SEE SITE PLAN 452 p heat no: 1742 SQ.FT. SCALE: 1/4" = 1'-0" rqr� OF \BPS a� M. w Aml 25'-7 1/2' 29'-4 1/2" 7'-6" _ " 11'-3 1/2" J -- -- -- 5/OX5/0 8/OX6/8 -- SL SL GL DR s� 44u� COUNTER TOP 11— SriI MICROWAVE 20"UNDER CONC. PATIO V CAB REFER —1= SEE SITE PLAN Q I 1 EXIT DOOR HARDWARE. Doors shall be readily openable from the inside without _ Z the use of a key or special knowledge. —I - H 30 OPEN I �_ �� �_ �� � ` Manually operated flush bolts or surface bolts are not 6 61/2 11 i i/2 11'-8 1/2" 2 SPACE permitted. BELOW I - 1/4 2 81/4 4 9 8 31/2 3 5 J _ _ �� ROOF The unlatching of any leaf shall not required more than i LINE one operation. Handles, pulls, etc. shall not require tight grasping, tight iL pinching, or twisting of the wrist to operate. 4/0 *Exceptions may apply. INSUL s \a AC PANIC H L H & PANIC RDWR 5/OX4/0 X SL O 000 COMMUNITY CARPET --"— � � N m °,° COUNTER TOP W/ ' co STORA LL u LATERAL FILES BELOW GRAB \ in 3/0 /HC BARS W/C - .. _ Z w w : TOI o tf ° ' I _ Z <°� O / x LE• / VINYL 0 � U✓ F� \ `/ °� I svF+i°t�w� Xut ✓✓ 24" ��_ 1 I �qQ=Wino u MIN. CL. _ I N av��aec� Novo-<Z= DESK �w ff L�IV 3/O c OI I rl� i 00 v = 0 ��'`I3rnvT~io M CC /'y1� I I Lu aD JOHF—OHO LANDINGS FOR DOORS. I a D� V'' '" ~Z o v m LZU A floor or landing is required on each side of a door. I j _ ! \ I ;o `�o o z o w Landings shall be level, !, jw I Q a I exterior landings may have 2%slope for drainage. /r��"`-'[c - / \ w W o w r-v a CONC. Width of landing shall not be less than door width. CL 4/0 � o���� WALK I Length of landing shall not be less than 44 ��' z D:D m w'0 5 Q W * 1 ¢w�QGi¢w H= Exceptions may apply m o H Y 2'-4 1/2" 2'-4 1/2" 3/O J D Q m a�Q a Q CL \ tj 54)0E-oww DX � W�p 7;� O LINE SHOP/MECHANICAL FURN ;j' WAITING .. �' OFFICE 0 Oz'X w O"Z VINYL VINYL CARPET z a a Ov m O r 'v I 18"X24"CRAWL DESK 0"� w <�Z 0 SPACE ACCESS PLAY Z-; LL Q*LU LU MM W M �\ CARPET 0acw-1wwgv W O,r . O �wwzo Zw �liw o� 4/0 / \ (Y 4/0 Z <oN�aHHO 0 INSUL STL — W/FULL GINSUL LL& - N PANIC HRDWR a 0 �� I 5/OX4/0 5/OX4/0 COUNTER TOP W/ X N < OWH SINK SL SL �o 0 LATERAL FILES BELOW 5/OX4/0 5/OX4/0 5/OX4/0 tA � N —SL SL - ROOF LINE 10, a' 3'-T' 4'-4" T-10" _ 4'_4" 7'-6 1/4 2 7 1/2' 8 -6 3/4 ' " u� n 10'-10 1/2" 11'-9" � T 22'-7 1/2" 17'-5 3/4' 6"X6"COL 11'-10 3/4" PROF r W/FRAMED ��S C TfC Oy d C 55'-0' BASE SE i 0 COMMUNITY/OFFICE PLAN WAL R 452 WALK o heet no: 1742 SQ.FT. SCALE: 1/4' = 1'-0" /9pF OF 7`f Dccu-?AN-f LOAD TO-54L Am2 tla Braced wall panel construction methods. 1gG 2 q.3 - Method 1: Nominal 1-inch by 4-inch continuous diagonal braces (2)2"X8" let in to the top and bottom plates and the intervening studs or HEADER approved metal strap devices installed in accordance with the -- — manufacturer's specifications. The let-in bracing shall be placed \ — — V . I _ __ __ __ at an angle not more than 60 degrees or less than 45 degrees from �— the horizontal. -- f Method 3: Wood structural panel sheathing with a thickness not less than 5/16-inch for 16-inch stud spacing and not less than 3/8- inch for 24-inch stud spacing. Securc with 6d common nails 6" CONC. PATIO o/c at edges, 12" o/c field. *11 f AN51_M1 N- ' I =1= I Method 5: Gypsum board with minimum'/2-inch thickness placed on studs spaced a maximum of 24 inches on center and fastened ' I with 6d drywall nails at 7 inches o/c. 0 I *Refer to 4V1110410Wfor additional methods tu Q Z " I ROOF 14 1_4 LINE {� - - T- -1 T (2)2"X10" A7/ I HEADER HEA ER Z (3)2"X10" - - - CONT.HEADER W� w ZW \ ow / I ;EQ � I _ d Q=W L]W a �— _ / I acU_iff now I ¢ CONC. �O��O�O LL WALK I . I �~Zo�m°� �' \ ' I W W In HEADER - I \ ROOF TRUSSE5 AT 24"O C. / 0 7= `� j �■O* >TZ_wwZ-J CL oZZ��o�o y0 �Zb"wW m ROOF LINE I I (2)2"XB" �1Ow�S��OvH f \ HEADER �w zOp,n %Z1 Z*_ <_LL WW mW 2 2"XB" (2)2"XB" Ov<oWc<W w< M - - 22"X30" - -C 0 CONT.HEADER / HEADER I O u°i w Z C Z w r (2)2'X8° I j ATTIC ACCESS \ G11 ( Z q a�n Ci n H H O IHEADER o I O -- - �— —�I- �� ��! ' r , xaj(A (2)2"XB„ I r ROOF LINE (2)2"XER HEADER N ' / HEADER - OQ - ■ (2)2"X8" O (2)2"XB" q-t-7 HEADER HEADER COMMUNITY/OFFICE ROOF PLAN 6"x6"COL 1742 SQ.FT. SCALE: 1/4" = 1'-0" W/FRAMED r BASE PROF hL A41 0 d 0 2"X BEARING WALL v 9! N C A -- - - - - - - - - OSB SHEER PANEL 452 2 1 aft NAILING- 8d-6"OC @ EDGE heat no: 8d- 12"OC @ FIELD 9rF 0 F SOP l�M M. W,�S A=3 SHINGLE ROOFING AS SPEC GABLE VENT ` 12 --- 12 v� 6 5 I 6 _ - -- TOP PLATE z v RAINGUTTER W/OWN SPOUTS&SPLASH - I BLK'S AS SPEC RAINGUTTER W/OWN + SPOUTS&SPLASH VINYL SIDING& BLK'S AS SPEC o Ou H w '" TRIM AS SPEC. CONC.PATIO J &WALK J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FIN.FLOOR/TOP FND LL FIN.GRADE w FINISHED I I I &WALK Z FI a H GRADE I — - - - - - - - - - - - - - - - - - - - — 1- - - - - - - - - 1 — L L - - - - - - I TOP T'G - L — — I- - - - - - - - - -I - - - - - - - — - - � - - — -- -I- - - - - - - - - - - - - � TT T'& COMMUNITY - FRONT ELEVATION 12"X12 X36"'BASEMED r 1742 SQ.FT. SCALE : 1/4" = I'-Oil I SHINGLE ROOFING AS SPEC 5 GABLE VENT RAINGUTTER W/OWN SPOUTS&SPLASH 12 BLK'S AS SPEC 5 � RAINGUTTER W/OWN �— 0 SPOUTS&SPLASH W BLK'S AS SPEC LQ�p - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ri LNJ JP RIDGE YI ® VINYL SIDING &TRIM AS i SPEC. 1 A i P � mWm � CONC.ENTRY CONC. WALK PATIO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q I \— � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — I ( GRADE ED Y r — — — — — — r — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — C Lm 6"X6"COL.W/FRAMED 0 12"X12"X36"BASE RIDGE COMMUNITY - RIGHT SIDE ELEVATION U) ^In 1742 SQ.FT. SCALE : 1/4" = 1'-0" ATTIC VENTILATION: _ pp PROVIDE MIN.1 5Q FT/300 SQ FT FREE P_ AREA I &ABLEOVENTS AS PREFEF VENT W/REFERRED GE AND/OR NOTE: PROVIDE AT EAVES,16"X8"SCR'D SOFFIT � PRO ROOF PLAN VENTS c 72"O.C.OR 2"CONT.5CR'D ��`� �Cr oy ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' PART VI OF THE VENT AS PREFERRED. G N.T.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT r 9! N C SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER 1- ISE DIRECTION OF RUNOFF R W O j FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991.THE WALL BRACING: R 452 i .^ PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1973 AS AMENDED AS 2003 IRC SEC 602.10&AS REQ'D BY CITY IMPLEMENTED BY THE"UNIFORM FEDERAL ACCESSIBILITY STANDARDS"(UFAS) AND fleet no: IN CASE OF CONFLICTS,OF ACCESSIBILITY WILL H STANDARD WITH.T WILL PROVIDE THE GREATEST DEGREE NOTE:SEE TRUSS PLANS FOR TRUSS S�r� OF O� BRACING AS REQ'D. O r�M AM4 SHINGLE ROOFING AS SPEC _ GABLE VENT 4/ 12 � C_126 5 ' To - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q H RAINGUTTER W/OWN SPOUTS&SPLASH RAINGUTTER W/OWN BLK'S AS SPEC SPOUTS&SPLASH BLK'S AS SPEC VINYL SIDING& Q TRIM AS SPEC. IL CONC.PATIO Z FINISHED GRADE H - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C - - = - - - - - - -. - - �- - - - - _ - - - - - - - - - - - - - - - - - - - � COMMUNITY - REAR ELEVATION 1742 SQ.FT. SCALE : 1/4" = 1'-0" SHINGLE ROOFING AS SPEC 12 r h W® - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® RAINGUTTER W/OWN �o SPOUTS&SPLASH BLK'S AS SPEC RAINGUTTER W/OWN ® = SPOUTS&SPLASH BLK'S AS SPEC o r 16 VINYL SIDING& m TRIM AS SPEC. C„ CONC.PATIO - - - - - - - - - - - - - - - - - - - - CONC.ENTRY FINISHED 1 &WALK GRADE — — — — — — — — — — — — — — — — — — — — — — — — — — COMMUNITY - LEFT SIDE ELEVATION V) 1742 SQ.FT. SCALE : 1/4" = V-0" • ATTIC VENTILATION: PROVIDE MIN.1 5Q FT/300 SQ FT FREE AREA OF VENT W/ROOF,RIDGE AND/OR ay GABLE VENTS AS PREFERRED. r NOTE: PROVIDE AT EAVES,16"X8"SCR'D SOFFIT �� PRO 3 VENTS @ 72"O.C.OR 2"CONT.SCR') H O ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' PART VI OF THE VENT AS PREFERRED. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT = �f .Or N SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER 1 E O O A FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991.THE WALL BRACING: 452 v Y ~ PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1973 AS AMENDED AS 2003 IRC SEC 602.10&AS REQ'D BY CITY IMPLEMENTED BY THE"UNIFORM FEDERAL ACCESSIBILITY STANDARDS"(UFAS) AND O heet no: IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE BNOTE:SEE RACING AS TRUSS PLANSFOR TRUSS OF ACCESSIBILITY WILL BE COMPLIED WITH. Q' P SO V-2 ------- --- #80/4"SCREW _ 1/4"X2"PLATE o (WELDED) = FILES FILES N . PL.TOP& ., EDGE(TYP.) 1/4"X4"LAG TOP& o 0 BOTT.INTO BLOCKIN --" - FILES FILES t DR. DR. / \ C� y HORIZONTAL FILE o o O f V END / \ FILES FILES I DR. ear DESK OPEN o PANEL STEEL SUPPORT DETAIL LLL AREA TO BE N.T.S. OPEN W/FULL BASE \ / HORIZONTAL FILE FILES FILES 4-1 Q DR. BACKPANEL BASE Q 15" 33" 24" 30" 42.E 24„ 23"+/_ " 36" ] � f 6'-0't _ 8'-0"+/- 11'-0"+/-VERIFY +/ J CABINETS&DESK @ FRONT AREA OF OFFICE_ Q NOTE: MIRROR ELEVATIONS FOR CABINETS&DESK @ BACK AREA OF OFFICE SCALE:3/8"=V-0" LL ATTIC VENTILATION Z PROVIDE MIN.1 SQ FT/300 SQ FT FREE s AREA OF VENT W/ROOF,RIDGE AND/OR H.C.NOTES H i GABLE VENTS AS PREFERRED. 1. THE DRAIN AND HOT WATER LINES AT THE BATHROOM LAY. 3 I AND KITCHEN SINK SHALL BE INSULATED. L lilli PROVIDE AT EAVES,16"X8" SCR'D SOFFIT METAL FASCIA ON 2. THE OPEN AREA UNDER THE BATH LAV.SHALL BE TREATED + 1� VENTS C� 72 O.C. OR 2"CONT.SCR'D AS A FINISHED AREA-IT SHALL HAVE A FINISHED FLOOR, = 2"X4" CONT BLOCKING WITH BASE,AND PAINTED WALLS AS SHOWN. LIGHT N j VENT AS PREFERRED. GUTTER-TYP ALL LOCATIONS 3. ALL CABINETS AND DRAWERS SHALL HAVE"U"SHAPED HARDWARE. WALL BRACING: -WITH VINYL SOFFIT 4. PROVIDE ACCESSIBLE LEVER CONTROLS AT LAV AND KITCHEN SINK. 36"X 6 2003 IRC SEC 602.10&AS REQ'D BY CITY ILING BOUNDRY-TYPICAL BEVELED EDGE RROR NOTE: SEE TRUSS PLANS FOR TRUSS M BRACING AS REQ'D. SOLID BLOCKING-W/ VENT AT 6' O.C. FIBERGLASS SHINGLES WITH MET 24" 6" 2" PL.LAM. o TOP,EDGE EDGE ON 7/16" OSB WITH PLY 24"GRAB z 42" AB &SPLASH LAV CLIPS ON WOOD TRUSSES AT 24 O.C. eaa z H s� MAILING-ROOF: 10d AT 4" O.C. AT —ti EDGE AND 6" O.C.AT FIELD "' HC LAV-INSUL. �E X H.W.&DRAIN w RVENT PATH H, o ToI1-IOLOP&E 0W/C o o °z - - MET.SUPPORTS m w Z 0 Q i -38 INSL M W% M @ 36 EN MAX `� & BASE ' z O O �' - �— SEE HC - °0 HURRICANE CLIP AT EA END OF EA ^ a NOTESFOR r TRUSS SURROUND 24"MIN 18" 22" 3'-011 Q FRONT SIDE COUNTER @ LAV i w /8" 'X' GYP BD. SCALE: 3/8"=1'-0" �0p NYL TRIM GRAB BARS @ TOILET w r1 SCALE: 3/8"=V-0" �1A1 CONT. VENTE Y/�® VINYL SOFFIT 36" 18" 36" 36" VINYL SIDING ON 7/16" OSB W 0 ON 2"X6" STUDS AT 16" O.C.WITH 0 J F 0 R-19 INSL / \ / / \ / \ o a r 5/8" 'X' GYP BD ON.004" VAPOR 12 16" � BARRIER. NAILING: 6d WALLBOARD cn — — — - — — — — — NAILS AT 4" O.C. EDGE AND FIELD \ / \ \ / \ / Z WALL SHEATHING NAILING: 8d AT 8" O.C.AT EDGE AND 12" AT FIELD. ROD - ao — � 'SINGLE TUB PL.LAM. KITCHEN SINK W/ = 12 /2" = couNrDx ❑ 46"MAX TO TOP,EDGE LEVER CONTROLS roP MICR TOP OF BOTTOM &SPLASH v " " UNIT SHELF MET.SUPPORTS I TREATED 2 X6 PLATE WITH = 5/8" AB AT 3'-0" O.C. ❑ @ 36"O.C.MAX& y - DR. / \ @ ENDS R-19 INSL WITH KRAFT PAPER ON = DR UNDERcn 7 FINISHED INSUL.N.W. 0 BOTTOM DR. FCAB RIDGE \ / 30"OPEN &DRAIN - WORK SEE HC NOTES r SPACE FOR SURROUND V, FINISHED FLOORING ON 3/4" T&G /4"WD SHELVING-PAINT o. BASE OSB FLOOR ON 13/4"X91/2" TJI'S AT (VINYL COVERED 16" O.C.-NAILING: lOd AT 6" O.C. WIRE IN CLOSETS) ■ _ AT EDGE AND 10" O.C.AT FIELD PROVIDE"U" 15 2z"+/- 30" 30" _ so" a u u u u LJ 5-SHELVES AT AL LD RAW RSS — 2"X4" STUDS AT 16" O.C.W/R-11 INSUL ROD&SHELF @ COAT AND CAB.DOORS SHELVES_@ STORAGE SCALE:3/8"=1'-0" I FINISHE III=III=I I s TREATED 2"X4" PLATE-MECH. FASTEN SCALE:3/8"=1'-0" COMMUNITY KITCHEN f h H GRADE =III=III _ SEE FOUNDATION PLAN AND DETAILS FOR SCALE:3/8"=r o" cp q - _ CONIC FND AND FTG AND THE REINFORCING p 06" VAPOR BARRIER LL III—III=III=III=IIIIII=III NOTE: �w`'���aR�"R� Ss�y9 d Lu III=III _ COMP EARTH NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT ALL OUTLETS TO BE ABOVE 16"OFF FINISHED FLOOR. ALL SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER 1- E SWITCHES,PHONE JACKS, AND ANY OTHER ENVIRONMENT FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991.THE 452 TYPICAL SECTION CONTROLS TO BE BELOW 48"OFF FINISHED FLOOR. OUTLETS PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1973 AS AMENDED AS heet no: AND SWITCHES ABOVE CABINETS TO BE 44"OFF FINISHED IMPLEMENTED BY THE"UNIFORM FEDERAL ACCESSIBILITY STANDARDS"(UFA5) AND SCALE: 1/2" = V-0" FLOOR TO TOP OF OUTLET. -UNLESS NOTED DIFFERENTLY- IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE of OF ACCE55IBILITY WILL BE COMPLIED WITH. rD,yj M W\�,S� i HOSE BIB I I � I CONC. PATIO I T' H 3 • � r SINK 1/2" LL } 11/2" 1 "7 f--3" i AC H i 3/4"I I2 i �, I � •` •VTR ''s I COMMUNITY 1/2" HC LIL i W/C STORAGE r7W I k i � TOI \ 1/2" / CONC. f WALK � I HC o . i LAV 11/2" 3/4" � I , 3" � OFFICE \ Q � O mm I WAITING I W 0 SHOP/MECHANICAL I a V PLAY , z mam UT1TY 3 4WH SINK DRAIN3/4° 3VTR 1/z° = 1 1/21, 3/4"— r^ V WATER LINE HOSE 4 V, UP FROM BIB C.d.T.G. CRAWL SPACE W/SHUT OFF 1" 4"�• OUT-FLOW TO I , VALVE I MAIN SEWER �— BLD'G WATER LINE FROM I MAIN WATER SUPPLY- COMMUNITY/OFFICIE PLUMBING PLAN �a r 1742 SQ.FT. SCALE: 1/*' = 1'-0" T PROF r CONC. ��� A HIt goy g NOTE: WALK ,�, 9 N C ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE O1SE I; L. O DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT AR 452 SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER 1- hee¢ no: FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991.THE PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1973 AS AMENDED AS �9rF OF ��PS IMPLEMENTED BY THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS"(UFAS) AND Am7 IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF ACCESSIBILITY WILL BE COMPLIED WITH. mill I j I — -— W P F GFI F I 1j� - -- - - 20"UNDER I CONC_PATIO CAB REFERIr I I 1\ I Ljj Q If I FAN J I G H I I J COMMUNITY I I I I I I AC 012 2-25A Q - - - � �- - - - � FURN LL I I Z S I 6/18 TO �u qN 1 ( / L --J�l FAN \ I �- - - - 1 W TOILET 1 J I I I 1 I CFI I I I 1 1 I L 1 11 I I T GFI 1 i / TO PHO O CELL &HOUS PANEL 1p 'I \ 4, / — � �� � � S � I OFFICE � � r m i� [v:I ��� � � � �� 1 GFI HOUSE GFT ELEC. / \ I I _--- WP PANEL FURN I \ I I I IA SHOP/MECHANICAL — _ — WAITING I I �® 1 W�L0 ` I FAN I I 5 GFI I T I I I— - - Qrr 1 — — — — —� 22"X30" I I I ATTIC ACCESS PLOY li`- ----- ® L_ — — — � W Wm GFT UTLTY WP �WH SINK GFI GFILIL I a �Vr CONC.WALK I I �N VAR f A WE FI�W J COMMUNITY/OFFICE ELECTRICAL PLAN TO PHOTO CELL U &HOUSE PANEL C-7qT1N(-7 1742 SQ.FT. NOTES: SCALE: 1/4" = V-0" 1. PROVIDE MIN.4" DIA.GALVANIZED DUCT THRU ROOF W/SCREENED r CONC. GOOSENECK OR CAP FOR EA.EXHAUST FAN SHOWN ON ELEC.DRAWINGS. WALK P 2. ALL SMOKE DETECTORS MUST MEET CODE UBC SECT 316.9.1 NOTE: k. R l y 0 0 - - ------- �' 9 UJ C ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT NOTE: _ _ _ __ _ ISE a i 0 SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER 1- FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991.THE ALL OUTLETS TO BE ABOVE 16"OFF FINISHED FLOOR. ALL R 452 PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1973 AS AMENDED AS SWITCHES,PHONE JACKS, AND ANY OTHER ENVIRONMENT o heet no: IMPLEMENTED BY THE"UNIFORM FEDERAL ACCESSIBILITY STANDARDS"(UFAS) AND AND CONTROLS TO BE S ABOVE CABINETSFFINS TO ED44"OFF R. OUT-ETS r9rF OF IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF ACCESSIBILITY WILL BE COMPLIED WITH. FLOOR TO TOP OF OUTLET. -UNLESS NOTED DIFFERENTLY- NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER 1- FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991.THE PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1973 AS AMENDED AS — — 1 IMPLEMENTED BY THE"UNIFORM FEDERAL ACCESSIBILITY STANDARDS"(UFAS) AND — I IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF ACCESSIBILITY WILL BE COMPLIED WITH. 150 CFM 4X30 FD 1 0 _ 1 150 CF 1 4X10 FD CONC. PATIO O 1 I 1 H EXHAUST FAN W/4" N DIA.SMOOTH DUCT J UP TO ROOF AC � Z COMMVNITY 1 ( 50 CFM I _ 1 --4X FIT 1 / \ 100 CFM 75 CFM 1 / EXHAUST FAN W/4"' 4X10 FD 4X10 FD // 1 UP TO SMOOTROOFH DUCT 41 I TOI 1 lb0 CFM 700 CFM RETURN / 1 4X10 FD AIR GRILL @ CL G. / T I i / o I WALK / FREON LINES TO / AC COMPRESSOR550 CFM ETUN , / CFM 6 AIR GRI 100 L @ CCL'G \ \ 4X10 FD 1 (� l� \ 1 3W� 4100 CFM X10 FD OFFICE 40 CF ELECT. I W r 0 1 XS F FURN WAITING 1 J I m PLAY SHOP/MECHANICAL a ZZ 150 CFM t EXHAUST FAN W/4" I`— —71 22"X30" 4X10 FD 4X10 FD t UP DIA. ROOF H DUCT I \ / ATTIC ACCESS 75 CFM / \ a 150 CFM WH �LTY 4X10 FD SINK ■ COMMUNITY/OFFICE HEATING PLAN 1 1742 SQ.FT. SCALE: 1/*' = 1'-U' FURNACE- ELECTRIC: 54,000 BTUH MIN.OUTPUT r AIR COND- 3 1/2 TON 42,000 BTUH MIN.OUTPUT P R 0 fs r NOTES: �v�a pR IT Oy9 H 1. ALL SUPPLY DUCTS TO BE RUN @ CRAWL SPACE CONC. ., W/RETURN AIR DUCTS IN THE ATTIC SPACE. WALK 5 13 i C A 42 heet no: ALL VENTS TO BE OR PVC TYPE DUCTS SMOOTH MTL. TF OF A=9 i SURVEYORS CERTIFICATE 1, Kim H. Leavitt a Registered Professional Land - FOUND 3" Surveyor in the State of Idaho do hereby certify CP&F# 851835SS CAP 0 21 that this plat Is an oecumte ropresentotion of WASHINGTON PARK APARTMENTS the survey completed under my supervision. 29 28 \�pk LANO 0_ 4. �C15 q qL 0 SITE PART OF 0 4563oa A A��E\�E° Section 29, T. 1OS., R. 17E:, B.M. I 5 � e o�oP�� y 2 V MH•LEAN J�� HeN TWIN FALLS COUNTY, IDAHO F '1eU� �� O�� i5 a PHEASANT'ROA ~ ~ 00 a Uj _ 1 0040t�0 v D c WAgf F C.5/8" IRON ROD ON \ CP 939655 r z FOUND 1/2" IR. PHEASANT/2 ROAD. ,�6� _/�I 7 SPRINGS AVE.� CP&F#1994013639 .DO 2 P.HEASa;fV'I ROAD. N o o f� q 0 3 3 SB9'2722WY 4573.41' / / \ (Basis Of Bearing N89I2722 E 659.91 J N89'2722 E 660.00' a,�o \ -�-��— N 1� 4 C / , / W W W 0 = / Z N a v¢i N 3 w o y ----- — _ _ _ -_�� SOUTHWOOD AVE. U / \ PARCEL 2 G / G o I HWY.74 EAST 3600 NORTH RD. �`3 .51 ACRES. g��o\s et :r•,.; g-0 f�, o w -'Ass,_ r r ! ''''�A.dB` ( i / s� ':�`,w•t11 V ,,�--�' V USEDG3T h�'�,/l^^�,".�"JT PRACTICE TO m �i RETAINS—C.F.OF ST07w VIATzr'i V 7 ON PROPERTY. I' Z g ' s— — I VlC/NIT)' MAP N.T.S. • \ S89'27 22"W / \„g7puk NATO .r\ 34700' i O R9Ly rrI z� 2 BOUNDARY DESCRIPTION �6ROUND �ati�190 \\ / BL �. F\ J •--I Z m �� It5 -1 BUILDIN 7 3e7z- s �G1, RF N `r \Z - 7 3 \ 495 sq.ft. v v U3'r"� PARCEL 1 BJ LDING \\ A 6 I o �Ovp �.'yq Part of Section 29, Township 10 South Range /7 East, m �+ 4 / 10 s ft. z n z 307y- -- / \\ m V Boise Meridian, Twin Falls County, Idaho. A ponce/of land mom in portion of oshtol%ws�/4,SE7/4, ___ 73—— PLAY -,PARCEL 1 < 1 \ W LLI �7 gk0UN0 4`r1�ACRES �\ COMMENCING of o iron pin marking the Northeast FLd - \ - 1/ S892711 1 / ' \ ag I C: Thence South corner of d8927'22"West 3300 feet along Q r the Norther/y boundary of said NE1/4,SE7/4; U t N �_-_ Thence So II uth 07'03 J7"East 180.00 feet along the O J Easter/y right-of-way boundary of Washington Street South, also being the REAL POINT OF BEGINNING; (n rf� --1 876� +' \ ,,ma�yy /` \ w ,J Thence continuing South 07'03J3"East for 320.00 feet v, U along the Easterly right-of-way boundary of < O I- Q 1 Washington Street South; Thence South 892722"West for 659.91 feet; 1^''\ \ �n9/'" ,,me00yy / \ ��•y / • \ - 2'�` I Thence North O7'04'09"West for 180.00 feet; Z Z a Thence North 892722"East for 171.69 feet; O o \ \ V \ �- I Thence North 442722"East for 197.98 feet; V RtF \ \o o \ Thence North 89'2721"East for 347.00 feet; Z N o to the Easterly right-of-way boundary of South Washington Street, to\ o f \ \ _..l I ; I/ Ponce/POINT cont F BEGI.11 NNING the the GRAPHIC SCALE \ �-' / \ �� REAL POINT OF BEGINNING. C Z Q 0 20 40 \ \ / i ,a °�^ BUILDING I O O BUILDING W ( IN FEET ) /\ \ \ -\\ \\ sq.ft. // \\ -- •¢, - --1-_ ^ \\ I PARCEL 2 -\ ��y Part of Section 29 Township 10 South Range /7 East, 1 inch = 40 ft. \\ /' 1k� \ / \ / 07s \ 6 Boise Meridian, Twin Falls County, Idaho. A parcel of FOUND 5/e" IR.\ �\ \ -`.. \�- -3676---_ _ - �- WITH UNREADABLE\CAP 3Y6 \ \, 387� _ -"--3e77--- 659,;-1 0- --- land located in o portion of the NE1/4,SE1/4, \ l < more particular/y described as follows: \ SB �22 IN \ \ / COMMENCING at a iron pin marking the Northeast comer of said NEf/4,SE1/4; JOB N' 7849 0%, Thence South 892722"West for MOO feet along y� the Norther/y boundary of said NE7/4,SE7/4; to a 09-19- \ e\ \ig O 1�• \ \ U\O point on the Westerly right-of-way boundary of OwwN BY sy -.16 L Washington Street South, said point also being the G.J.W. K.'• y,50ho RE4L POINT OF BEGINNING. - oNe 00 O�$C \ Ld" Thence continuing South 01'03J1"East for 180.00 \ / A feet along the Wester/y right-of-woy boundary of said Washington Street South; Thence South 892722"West for J4700 feet; Thence South 442722"West for 197.98 feet; LEGEND Thence South 892722"West for 171.69 feet; Thence North Of'0409"West for J20.00 feet to a ----.- Contours 1' Intervals FOUND 3" BRASS'EA 9 28 point on the Norther/y boundary of said NEf/4,SE1/4; Set 1�2"x24"iron rod with Fire Hydrort p4 Water Meter ED Power Box () Basis of Bearing CP&F#2003-005571 Thence North 892722"East for 660.00 feet along the Per Previous Recorded Deed 32 33 Northerly boundary of said NE1/4,SE1/4 to the plastic cop marked P.L.S. 4563 pd Wafer Valve REAL POINT OF BEGINNING. Qs Sewer Manhole � Electrical Box �� ® Water Box Concrete Sidewalk � Handicap Approach Parcel contains 3.51 acres. "R v Irrigation Valve ® Storm Drain SHMT W. Light Pole D4 Fence Trees Trash 81ns Water Line Power Pole Section corners �— OF SNFPIS COPMIGHr©2 1 ALL RIGMS RE