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HomeMy WebLinkAboutSITE & BLDG PLAN - 06-00474 - Dr Scott Hardy - Medical OfficeF T NEW v low * 5 4 T R X URGIP (208) 359 -2309 Fax (208) 359 -2271 A MAP OFFICE ( Ob A M I P Mir qk \IZCI l ibloffi mc l Woll � l 1 DRAWING INDEX LN 0 1 A-m— JAR' -W IDAHO 1152 BOND AVE. REXBURG, IDAHO 83440 DRAMNG ASSOCIATES DRAWNG STATE OF IDAHO No. GENERAL NEAm FUPMSH0NGS G1.1 COYER SHEET & INDEX TO F1.1 FINISH PLAN & SCHEDULE Voice 20�.3R�.2009 DRAWINGS CONSULTANTS: STRUCTURAL ENGR*MNG STRUCTURAL A S E DEVELOPMENT S1.0 GENERAL STRUCTURAL NOTES SD1.1 SITE PLAN — LAY OUT S1.1 FOOTING & FOUNDATION PLAN SD1.2 SITE PLAN — GRADING S1.2 ROOF FRAMING & SHEAR WALL PLANS SD2.1 SITE DETAILS S2.1 TYPICAL DETAILS o A RIO T E C T U P A L S2.2 TYPICAL DETAILS A1.1 MAIN LEVEL FLOOR PLAN w v A1.2 DIMENSION FLOOR PLAN �� ono °�� A1.3 REFLECTED CEILING PLAN P -1 PLUMBING FLOOR PLANS A1.4 ROOF PLAN 11.1 P -2 PLUMBING DETAILS & v � SCHEDULES A2.1 EXTERIOR ELEVATIONS tu A2.2 EXTERIOR ELEVATIONS 11.1 MECHAMICAL A3.1 BUILDING SECTIONS M -1 MECHANICAL FLOOR PLAN & SCHEDULES A4.1 INTERIOR ELEVATIONS M -2 MECHANICAL DETAILS A5.1 MISCELLANEOUS DETAILS A6.1 DOOR & WINDOW SCHEDULE ELECTR CAL A6.2 FINISH SCHEDULE E1 ELECTRICAL SITE PLAN REVISION. & SCHEDULES E2 LIGHTING & POWER PLANS E3 ELECTRICAL PANEL SCHEDULES & POWER RISER DRAWN BY: LN 0 1 A-m— JAR' -W IDAHO 1152 BOND AVE. REXBURG, IDAHO 83440 ASSOCIATES BE T A. NcFARLAPD AR -2581 STATE OF IDAHO 4 ASSOCIA 0 ARCHITECTURE 1152 ]BOND AVENUE — Suitp A REXHUIRGr, IDAHO 33440 Voice 20�.3R�.2009 1FEix 208,359,2271 CONSULTANTS: STRUCTURAL ENGR*MNG ES2 Structural Engineers 4443 North 26th East, STE daho Falls, Idaho 83401 (206) 522 7355 A Fax (206) 552 -9302 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC, 315 West Center Pocatello, Idaho 83204 (2D8) 233 -0501 Fax (8D1) 233 -0529 ELECTRICAL ENGNEE W PAYNE ENGINEERING INC. 1823 E, Center St, Pocatello, Idaho 83201 (2D8) Z32 -4439 Fax (208) 232 -1435 o � w v a o 11.1 v � Q tu lu 11.1 1u X— REVISION. DRAWN BY: JOB NO: STAFF 542 CHECKED BY DATE: .JIZV MAY '06 PLOT EATS. 12 -11 -08 DRAWING NO. FILE, 342— G1,1 —CS * G1,1 OF DI SI SION 2 I I I NOTES I O LM I EXIST.VYIATER NE 112 ACOORDAW. YV I ax of REK8W6 I O2 WM 4" SAN SMYM TIE INTO EXST. 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O2 ASPIMLT 511N6 ® PRE RNISHED METAL RLAOHIN ® RA GOAT ALL � ROIINDATION RLALL O RANDOM E.I.R9. NAGk9 °..1 Wd —R T V... AND 9FW.L M M AGGENf GAIOR - TYPICAL © 9" E IFS. BAND - AGLEN� COLOR A ELEVATION xuav - rvv Azz WUTH ELEVATION 2 zNn i/a•itiv M2 0 0 0 _ _ _ _ _ _ _ _ _ _ _ _ -- RlA'MIW 0 0 0 0 0 0 0 ZEBW B i A a ARM M -2581 STATE OF IDAHO O - 1 I_011 ASSOCIATES ARCHITECTURE Rl U N L- z O lu F ag z ' w F 4 w 992 JRW I H4Y l'IB DETAIL swaVa• -r -o• Ae.l NOTES OI POOTN6 AND POI.NDATION SM SI T. O2 BINMNOUS DAMP PROOFINS 3O SPRAY ON F WATION INSULATION rHN R -IU ® b" DRANIN66RAVEL OS UNDER - SLAB VAPOR RETARDER © 4" CONLRETE SLAB O COMPACT® SUB 611ADE OB bib STUD WALL SEE STnl1CT O9 b STUD AA SEE STRUCT. 10 SO' GYP. BD. TEXN t PANT II I in- E.P I.S 12 STONE VSffit PLAC® NNERMITTENRY I3 bW Fi1R OUT WFEIPE OGGIRS -SEE STRUCT. 14 ' OP® PRE CAST NIT SEE DETAIL APES IS --ONT AT I6'O /C FILL 6AVITY1 BLOPNN N�ATION M -II MIN) I6 WASI® PEA GRAVEL (TTPIlAQ li K." S ATNN& - S ST T. 18 BLOYN N NSULATION FILL STUD CAVITY * -M MIN) 19 PLASH WALL PAP NOLES PER SPECIPICATIONS ® AIR NPILTRATION BARRIER (TYVSC OR EXA.J ROOF J MT - SEE ST Y. ® RLiDP SI A TNIN6 - S sT T. ® 1f0 LAY M ACOUSTICAL S"ETM GEILN& SYSTEM - SEE REFLECTED CL6. PLAN ® VB W RIDGE GAP =WE I U7" GAP IN ROOF SHEATHING AT RI—W ® ASPHALT SHN.LE o UNDEWAYMENT ® UNmER GRAVEL VAPOR BARRIER (b MILL VS41S3D ® BIOPN IN INWLATION - MN R AT ROOF JDST FILL J ST CAVITY - INSTALL NSULATION FABRIC TO BOTTOM CORD ® RODE 6N®ER TRIG - � STRLCT. SECTION e swava• -r -c se.I ( oL T 3o a+ccp 9 2 4 II n A 6 5 6 ELEVATION a D ELEVATION e p Pq➢VH+IP! ' RBD VLPR/ � 12 ELEVATION s 1.— 7 RBDVPPW� 4 � 6 ELEVATION �c n ELEVATION 9uYe. w• •IVY wae. V +' •IVY asee I I I I p p S 9 IB 12 5 5 5 5 ELEV H y ELEVATION 4 ELEVATION ELEVATION E L EVA TION .� � � Yue� wee yr --�� wye 10 I 110 ' I I I X 10 2 2 2 2 a i 5 B n "t 5 mm �� ioa; iro 1 mm. PmR im l0 6 sAnorY ev+ +Nxf. 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CORNER GUARD GENERAL MIILLAORG NOTES ® ALL CJBNETS MILSONVLT WNDFAR MMtlbANY T0 — © ALL GABNET INTERIORS MITE T•F IWE © ALL COUNTERTOPS WWAMAR CANYON FIS9I.RE FS2 -IT OD EDGE BMIDINC+BY.WDTAPE 8 CA m GCiPRT EO ALL -BL~ YWITEM MINE OF ELEIATIONS WITH BUBBLE AR W T TO BE BID AS ALT. © EXOWDE TRIM DETAILS BALL MOUNTED ERAB BAR4 - PROW�E BAOKINS IO RD sTANDA A 49181LITY INSTAL REOUIREBENTS T45 SIFT ELEVATION w vP • Iw• NOTE BUT JOINT 4" MDF. DTET=AL�rwlwcor FILL ALL NAIL HOLES AND CAULK JOIN S ELEVATION e ELEVATION F w.la Va• • rvo• axe.K I wa[. V +• . Ib• eaPOK rscvn� ELEVATION x ELEVATION r� waB w' • Iw• SINS Va' NOTES REST ROOM ACCESSORIES O 6YPB M BOARD PAIN ED O A MIRROR MAX W-) O 4' LARPBT BA9B e 4 4 2- O3 OARPBT Bh9B hT TOB klOk 3 Q V2 "O x 42' HDRITANTAL GRAB BAR. 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CT6cu OCVGCS Imi us l [ FO YTgIN a00M siaugq[ STANDARD ACCESSIBILITY INSTALLATION REQUIREMENTS n 5cN6 tLTS A6.1 VALLEY PLASHING DETAIL e - LT AB.I lbon BNTY ni /���nx / +nx mn +e �� I 2 3 4 JAMB TYPES z[Me i(a+ivr T A P DOOR, TYPES L ILI 1 0 0 © ❑ ❑ ❑ �o- FIRE EXTIN6UI5HER CABINET DETAIL A D 0 0 R S C H E D U L E Q w K O x _ Z D 0 0 R F R A M E D E T A I L S - g ; c cLAZ1uc ttREs /♦.�wr� THRESHOLB u uaanxo SIZE_ � w _ � Z 5 � w e - o � r BROY¢E ANODIZED 2 REMARKS O I O • A Ab" T -0" I-9/4' TvL STARED I P6L STARED e - - Qj ALLN BROHIE ANDDIt® 2 • O B 9' -0' 6'-H" I-S/4' YIOOD PANT® - 2 WOOD PAINED - - - 4 - 9 • O B S'-0' b'-S" I-S /4' YIOOD PANTED _ 2 YVOOD PANS D' 4 • O B 9' -0' ASS' I-9/4' Y'I�D PANTED 2 YI D PANTED 0 S • O B S' -0' b' b" 1-0/4' Y OOD PARKED - 2 WOOD PAN ED 0 b • O B 9b' b'-9" 1-9/4' Yi— PANTED 2 J T • O B S' -0' b'-0" 1-9/4' YVDDD PANTED 2 WAD PAIN® S • O B 9' -0' b'-0" 1-9/4' A— PANTED - 2 Ho PAINED Z q • O D S' -0' 6'-b" I-S/4' WOOD PANTED _ 2 WOOD PANTED b • O B 9'-0' 6'-9" 1-9/4' Y100D PANTED _ 2 HAD PANTED Q II • O B S'-0' 6— 1-9/4' YVOnD PANTED _ 2 Y'K>oD PARKED - - - - 12 • O E 9' -0' W 1-9/4' FvL STARED 4 F6L STARED - 19 • O B 9' -0' b'-0" I-9/4' YVOOD PANTED 2 WOOD PAINED 14 • O B 9' -0' W- 1-S/4' YVOOD PANTED 2 PlMD PAINED 15 • O B S'-0' 6'-9" 1-914' Al PAINED 2 YIWD PANTED IA O • b' -0" b'-b" I-S/4' NETK PANTED WINDOW SCHEDULE ❑ s — _ FRAME a a 0 ' N — REMARKS A - Qj ALLN BRONZE ANODI»57 H e - QQ ALLN BROY¢E ANODIZED 2 O - Qj ALI.N BROHIE ANDDIt® 5 D - Q gLiM BRONZE ANODIZ® e E - Qj ALLN BROHIE ANDDIt® 2 P Q ALLN BRONZE ANODIZED 2 B - Qj ALLN ERCTJIE ANODIt� 4 F I N I S H S C H E D U L E ROOM NAME WALLS z v zi � U v z a v INFORMATION u 3 VESTIBULES F4 9' -0' 100 YVAITIN& FI BI AI Y4I/W3 AI/Y'H AI OI 9' -0' 51 PANT OONTINUE9 INTO CIRCULAR HALL LY ICI RECEPTION F2 B2 A2 A2 Y42 A2 GI q' -0' 102 EXAM #I PI BI AI AI Y41 AI GI q - 109 EXAM #2 FI BI AI AI AI WI 01 9'- ' PANT CONTINUES INTO CIRCULAR ?ALL I04 NURSES' STATION FI BI A2 A2 A2 A2 GI 9' -0' J 105 NURSES' STATION FI BI A2 A2 A2 A2/YH 01 9' -0' Li I06 EXAM #3 FI BI Al All AI AI 0I -I.-o- 101 EXAM 04 FI BI AI AI AI AI 0I 9' -0' - Z ICS RESTROOM F9 B9 A2 A2 A2 A2 02 9-0 - _ 104 PHARMACY STORAGE FS 63 A2 A2 A2 m CI 9'-O' - 110 STORAGE FB B3 A2 A2 A2 A2 0I 9' -0' - Q III BREAKRGOM F2 52 A2 A2 A2 W2 0I 9'-O' 91 112 OFFICE F2 B2 A2/Y'H ywm A2 A2 CI q' 1' - 119 CORRIDOR F2 B2 A! / A2 A2 M Cl 9' -0' - I I4 TOILET ROOM F9 63 A2 A2 Y 2 A2 02 IIS STORAGE F9 69 A2 A2 A2 A2 0I 9' -0' DESCRIPTION F FLOCR B USE W WALLS C CEILING S SPECIALTIES -'u nc, x ues cnv�, vx xsx- orcsse ea x auee[q xvE un cx s w ius co ox c srsr[x susvrxno" s s[i o�pi a %46u x[A cneiu[il FINISH FLOOR PLAN 7i)�,� srra� w• • iw• LEES- STYLE: PHOTO FINISH PATTERN. 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"THEN, INDITHE I REFAI III IIING AS IEI1NN PERNEDFRI HIPT IF All TO 11`13RT A 11 — Ill 11111RENT E,E ­ F1 TIE OTHINNINO ITINN CO. IRWIREPENTO IFORI 11 1111$ ITALL 11 THE TIE KINI LIPTEI IN IT ­ Ill FERII I 11 NI TO An LATERAL ­1111NAI -111, ZO I�F All KIII IF FF, H I I I A IR' 1113 ill "I HE s I NO YN K FFN OTHNH� H IF— Al INFA—I IN I'll ­1 O P� TRI11- FIEA. TRF­ ". I NO THE PER ITIL PROTHY I RE11111 11 111 A, INATIN, III ­11N NORTAT11. , E TO N Al HE 1EIIIIIIII PAR TI E NATIL-11 IT 'NHI'�� F "N1TH F 1B TO 1 ' QZ ` 1AlInPEM 1�0 H ANN ' IFI C' E F�ITIZ" A 1111 IFINKIN IFAIIII OF TRUSI PER STANDARD ABBREVIATIONS I I " P. . =11 YII�Yl .11. NAO . HHOONTEAFTELIPPlIPEN1 Rl .6111 AHAT, PAY, .1. .1 .Pl I I 11 . I ART .NI I11FU .. An.11HYPI 11 A I'll ITH IT I HE I'll IT ,I, MPI Z I'�R F�RHPITI -1 I El —I ITHE 11 I 11 L IF HL 1111%E11 'H IT- P, P" 11 `1 �1 1 2 AT 11 1 Z I Z % In KINE, P. A., ill. APA r ..P IP PI nH KINNI W Ill III ­ I TIP 0 3 M 1 4 % TP ll� TIP H 'AP Ill. 11 Ill PRO "T. REEP F, I Ls B 7- �AMMAR­ AR-2561 �STATE 0 �FLDIAHO ASSOC IATES ba ARCHITECTURE 1152 Bo " A `r - ' A NF_ SEA '344 1.1102131 CONSULTANTS: ITAHOINFIAL ENNINE111. ..... I. . . F. ­F P­ .­ iln am IN) III ILEY�'I'Al �N.NEJW'. NA�� 2­1 IL u- 43 Z nj z JU OPEABON BRAMH BY, RAN NO n2 342 CHEONED BY RATE. IL.1 HATI DRAWL HIT 0 1 51.0 11 W FOUNDATION PLAN NOTES 1. "F2.5', .. INDICATE ISOLATED FOOTINGS, SEE FOOTING SCHEDULE THIS SHEET. 2. 'WET 33", .. INDICATE CONTINUOUS WALL FOOTINGS, SEE FOOTING SCHEDULE THIS SHEET. 3. GONTINUE WALL AND FOOTING REINFORCEMENT INTO WALLS AND FOOTINGS THAT ARE PERPENDICULAR TO EACH OTHER. SEE TYPICAL DETAIL. 4. SC ... INDICATE SIDEARM LS AND LENGTH SPECIFIED BY SHADING, SEE REDUCE ON THIS SHEET. 5, ALL EXTERIOR WALLS SHALL BE CONSTRUCTED AS AN OA TYPE SHEARWALt, UNLESS NOTED OTHERWISE 6, ALL LOLDDWNS AT ENDS OF SHEARWALLS WHERE INDICATED ON THE PUN ARE SIMPBON TYPE ATTACHMENT REQUIREMENTS TO WALL AND FOUNDATION ARE PER M P SON. ]. 5/8'0 ANCHOR BOLTS W /]" EMBEDMENT INTO CONCRETE SHALL BE INSTALLED AT 40" O.C. MAXIMUM AT ALL SOLE PLATES UNLESS OTHERWISE REQUIRED PER THE SIT EARWALL SCHEDULE. ALL SHEARWALLS REQUIRE 3/16x2x2 PLATE WASHER BEE SHEARWALT SCHEDULE. 8. CONTRACTOR TO VMFH ALL DIMENSIONS, PRIOR TO CONSTRUCTION, RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT. 9. CONTRACTOR TO VERIFY LOCATION OF ALL INSERTS IN SLAB WITH APPROVED MECHANICAL PLUMBING, AND ELECTRICAL DRAWINGS PRIOR TO CONSTRUCTION. SEE ARCH FOR GARAGE DRAIN LOCATIONS. 10, PROVIDE CONTROL JOINTS IN CONCRETE SLAB ON GRADE PER TYPICAL DETAIL AND THE GONE OPTIMIZE LOCATIONS WITH ARCHRECTURAL DRAWINGS. ILI e ,sx(nwnvEVreou %� ov sue oa siae S,rneown7 Pm eon awiuu wmiw s ixcx or x rxo or ucx as uao no crosEre r,ux a %z' ro ExD ar Pu e ro i /e C ti U �o a�s� V ki .. /2� ( I .L rvorviiu � wu u co.mm mxcawl ,,,,,,D wm AL PIA, Mx irvc ulxc mr of =oE aFLL .r ., 5 , e c DS BE aAT e oc FOOTING 4 FOUNF 4TION PLAN FOOTING SCHEDULE MARK WIDTH SIZE LENGTH THICK. BOTTOM REINF. WF 1.55 I'- ' CONT. 10" (2) u 4 CONT. BOTTOM F25 2' -6" 2' -1" 12 (5) u 4 BAR BOTTOM 50THAAY5 I r I 3I.ro�� lei rq oy,. 12e cit wHWI IW writs wvr, rNS�a�� �on�� I I I 1 I I I I � l I I I Ifl III Ili GS a 1 tL 2xe w F�a. x4,a Lvl ROOF FRAMING PLAN II 'I 10 t I I � ow.sT ARm V r � ROOF FRAMING PLAN NOTES 1. 2,4 AND 2x6 BEARING WALLS SHALL BE FRAMED AT 16" O.C. UNLESS NOTED OTHERWISE, ADD (1) 2x5 BELOW EACH TRUSS WITH SPANS EXCEEDING 2O' –O ", SEE PLAN FOR LOCATIONS. ADD (2) 2z6 BELOW EA GIRDER TRUSS, UNLESS NOTED OTHERWISE. 2. OINDICATE SHFARWALLS AND LENGTH SPECIFIED BY SHADING, SEE SCHEDULE ON THIS STEEL 3, ALL EXTERIOR WALES SHALL BE CONSTRUCTED AS AN TYPE SNEARWAF, UNLESS NOTED OTHERWISE. 4, KING AND TRIMMER STUDS (FOR 2x6 WALLS). 4-O' OPENING OR LESS- (2) KING SND AND (1) TRIMMER STUD REQUIRED, UNLESS NOTED OTHERWISE. 8'–D' OPENING OR LESS (3)) KING STUDS AND (2) TRIMMER STUDS REWIRED, UNLESS NOTED OTHERWISE. 5, CONTRACTOR TO VERITY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, RESOLVE ANY DISCREPANCIES WITH ARCHITECTS, 5. ROOF SLOPE SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS_ 7. FASTEN ROOF JOISTS AND TRUSSES AT BEARING POINTS WITH (T) HS CLIP AT EVERY OTHER JOIST OR TRUS, FASTEN GIRDER TRUSSES AT BEARING POINTS WITH (2) H5 CLIPS, UNLESS NOTED OTHERWISE, B. MINIMUM (2) 2.6 AT BEARING POINTS FOR ALL GIRDER TRUSSES, UNLESS NOTED OTHERWISE ON THE PUN. G. WHERE DOUBLE TOP PLATES ARE BROKEN OR STEP AROUND PERIMETER, OR INTERIOR SEES WAITED CONNECT TOGETHER WITH SIMPSON LSTA30, MSTC40 DR TS22 STRAP, UNLESS NOTED OTHERWISE. 10. PREFABED WOOD TRUSSES SHALL BE ENGINEERED AND FABRICATED PER THE WOOD TRUSS NOTES, SEE THE GENERAL STRUCTURAL NOTES. 11, OCT" INDICATES WOOD GIRDER TRUSS, SEE THE TRUSS NOTES IN THE GENERAL STRUCTURAL NOTES. 12. TRUSS MANUFACTURER SHALL OPTIMIZE SPACING OF ROOF TRUSSES TO ACCOMMODATE INDICATED LOADS. (SPACING SHOWN AT 24" O.C. FOR SCHEMATIC PURPOSES ONLY). 13, OVERBUILD FRAMING AT SHADED AREAS SHALL BE 216 AT 24° 0 MAX, WITH A MAXIMUM UNSUPPORTED SPAN OF 5' -0 ". AT CONTRACTORS OPTION_ TRUSSES MAY BE USED TO FRAME OVERBUILD. 14, INSTALL SIMPSON LUS26 FACE MOUNT HANGERS AT OVERBUILD JOIST TO TRUSS OR LEDGER CONNECTIONS. 15. 'C516" INDICATES SIMPSON OS16 STRAP. SEE TYPICAL DETAIL 16, TRUSS MANUFACTURER SHALL PROVIDE SIZE OF MANGERS FOR TRUSSES ATTACHED AT ALL GIRDERS. 17, ALL HANGERS, CLIPS AND STRAP CONNECTORS ON THE PLANS AND DETAILS ARE SIMPSON STRONG TIE PRODUCTS UNLESS NOTED OTHERWISE. S1-EA-ALL W ....ULL AT 5 LALL —HI or s�na oR Stae srcvo lSll9a BOLS I MwuUM WIHII s wexes or vsx wo a ucw Piece, wo rvo closex TxnN 1 /z" m [rvo ox au E s B M 1 %e'o i / I /9 ok ftooa /rz� I.IET (uw) �orvc Nui.S s ��yyNm[o oixwru isc[ssen ixm sutw /'. wxrc AT. TPLD AT 11' _NC _ O SHEAIPALLS A _ Fes SL � r IT xous. P C5 WO OD TRUSS AT WOOD STUD WALL CONCRETE SLAB ON GRADE AT FOUNDATION Qq TYPICAL SHEAR PANEL BLOCKING TYPICAL OVERBUILD FRAMING WOOD I DIST AT WOOD STUD WALL CONCRETE SLAB ON GRADE AT FOUNDATION l w sa[ m�m,sxo: imTS xo w- am�oii xo vmc i (P 04 STUD WALL AT FOUNDATION WOOD TRUSS AT WOOD TRUSS � owe � WOOD TRUSS AT WOOD STUD WALL ASSO L FARLMD AR- II OF IDAHO Anw TR W ASSOCIATES 'd. ARCI IITECTURE n ,�a aoe.onnzaov� O.OULraxn �` u bo,Lv 'U O ul a 3 Q Qi Q V RExslax OR ANN BV: JOB NO 34] p1EC1(Eb xY'. lE. JRW MAY b6 DRAWING NO. 52.1 OF 5 'a TYPICAL TOP PLATE SPLICE - - CONNE CAON lAI— -- i i i C -- e STANDARD REBAR BENDING DETAILS MIMMUM NAILING SCHEDULE TYPICAL SHEAR PANEL BLOCKING 5 TYPICAL CONCRETE CORNER (PLAN) n TYPICAL UTILITY TRENCH AT CONTNUOUS FOOTING .o sxw Z'wrru —' Fit— /� TYPICAL SHEAR SHEATHING AT WALL INTERSECTION 7u o� IF 61 CONCRETE FOOTING AT CONCRETE WALL _ - — 5E1M4IfS: P r N n RADON NBE INSERT THROUGH FOUNDATION 5 SIMPLE FRAMING AT WOOD TRUSS mwl ,1 S7MPSON CS16 STRAP AT WINDOW OPENING moorsx «o �— rl F -4o Ef— B EAM AND GIRDER TRUSS CONNECT'rON x ( n SAWCUT JOINT IN CR CONETE SLAB ON GRADE w w� ro,� ��I \ ASjOC IATDS B NER i P. McfARLAND AR -25fi1 STATE OF IDAHO ASSOCIATES AHCI - I I'I LCITUBE 11 52 BoN4 A\'6NII — 9w[« h Od 12v1 CONSIILiANiS: oof e 1 rar q , w U rl O Ll k ju� Q � L � a reEVlsox DRA- BY'. JW N0. — 342 ECK 8Y: DAIE: DRAWING NO OF 8 K 4 ( Oarc MN PI /ALVE -- ­1 -9 (� j MEGH. ROOM PLUMBING PLAN SCALE, 1 14" = 1'q" N" V� .�• 1, I, 1 I � °I L- � ' RRICLR 113 N REL IdI O d. - - - -� -;.x P_I.r Ma br 3 1 T ottAYMflY: JpB ND: .111 1 r - j 5R 343 CHEG(CM Br NA'E SEPT.'a] I E $ A 'i S PWI 3AlE -Y r A / x., ORAWIM1O NO... \ 1 FLOOR PLAN - AA5TE 4 VENT �7sz P -I 5GALE: 1/40 - I ^�' 9W 36087 9 OF GA5 MErza er Lau GAZ ernsAm sgn Fore a+apdo an. RIX -I/4" GAS LM U IN I—M WALL TO ARIL SPADE ANO RllN ALR055 TO sERVE E(dllP: fNT IN OROP In' 6A5 LI!E W WN IN WNL NEM is G ?'v PLACE. C016'ff T TO o!5 FIR�N�E WITH 5WT-0FF VALVE. WATION OF "M SEE MELH. ROOM PJtM6I PLAN THIS SNEET. 5JR G'TNIINIATION OF PI s PLVF�i'It FLANS DROP �" WA51'E 0.�NN W WALL BROW AND fWN UNpE25LA8. SEE WASTE.4h9. VENT Pi.NU TIiISSik2T h]le —I OF PWING. 1- /4'rRE E REWLING STATION, 5 DETAIL ON SnfFf Fn. 1`4APPED LAVM $W21W1E'R / FIAIHt RNNRE LIiVE. 5EE WAIER.-RES'.i1RE. REd.OM1G STATION dEAIL ON SNIT Fn. FOR LfJM1WATI0N OF PIPINtS 511E ftAN. DRO? 3/4' HOT AIN LOIDYNRR LINE DOWI W YWi A6, TO PIPING IMDER rLA8 6E W 'K ° COFFEE WI:TN HO.bINIS ALLLWFD NIUHt SLAP. Vv¢AP PIPING U1DER XAB In 3/4' THICK ARMAREX PIPE INiRATION, 5t£ I)E'AIL ON 51ffEi PLUMBING LEGEND SYMWl- D�iGRIF(�ON V vm veo vErrt RaaF ___ LTEawxrs cLEAr%,r - - �— �i£DROP T06RAOE BALL AL - - - - -- -- VE}E LINE PIPIN IPINL DOME TIL(aLD WATER P I P ING - -- - — _COMESTIL NDT WATEit PIPING NOT WATER REL PIPMIG D 6/5 PIPMIG LONOBGAIE aeA UIff R p � Y FIXTURE SCHEDULE LuNe1rW -- 5YM. DESCRIPTION HOT WILD KA5TE VENT PI AnA TANK TTFE MATER CLrY2T KONLLR K 39219H6HLINE VV flnN6AnL EOWI, WHITE FRONt -- In' 4° 2" K -46tOL OP& SEAT, Ed.i �AP5 AND In 5 VALVE WALL NOJNIED ADA LAVATORY KgILER V.T In°- UZ' -In' K ]09]'6RfaW Gi' W K Fig %CfFSE DRA� K 155tl] LEVhN IMIbtE EPLtEi, I -In' Aem n DRAIN Arm NOT 'WATER 51W Lr IPmER SIH;. N0.41191NK IT HANDILAPPfn LEVEL. a e�AK R�6T4 sIxK -ELKAr MD�L � -zzw 1n• In' 1 -1n• 1 -MZ' W LK41C0 LEVEtt HANDLE fPLY,ET; LK-3S r�,1 -1n• P -1RaP Arm In° ZtaP vuv Pn N iaT� KOHLER MDOFL K -tars 4 sELFRlwnlxG °FARM1WTON' 1n, Kow.ER IR1rax K- TSOSSA FxeEi, rn• In° 1 -Irz• 1 -Irz.. 2- nI50PP1 GRm STR,AINHt, l? ST03 AND I- I /4 °P -IRM. P3 NwSES SiATIgI SLAW ayslNK KOHLER NODEL K -z905i SBF- RIMnIrG caRwNSrcx'wrxK - 15 Twiox Taos -sA EueE1 K n s oral Gum smAree, n• z ors 1 r u sff IaArm vENr DETAa al ZrIEE In' VY I -In' I -I(1° KON.ER M Dfi. K- Nflr45FLF- RIMMI,W =NMNG GN In' , 1n• I -Il' I -Irz• W KOHIER TW ONK Tip% -SA FMY,E, I K TIS OPEN GRID ZiRAINFR, U]' STOPS AND I -v4• P li[PP T ,'FImRDRAIN -j11ftN ZiK WIT 4 NI �6RONZE SIRAIiE£ AW ]' DffP SEAL P PH WASHING MACHINE RpXM -IN a'� % -Wf GRAY MoDa MoDa razo0 w x wo sfur wf VAVEd -O' -5T aP- I.RAft.,. 12° Vz' _ z' I-IY1' P9 4O GALLON WATER Al. S14V NODd 6PDK4O W 40 GAL 6LA LINEU TANK, 40ADO BN NA GAS IN+Ii CAPALItt, M - I -110 AZFE 11RRELIff VALVE 1 -5 ON iAlK, ItL'DmE FAGIOFTDRAINPAN WTI3/4'�/tlN A FffAIER. id E%IEWOR WI1H 3" PVL PIFE Awm Roof cAP. Izomon. Z' CalmEHSAIE REiL1C9 --AIL ON rR2. P EMHt OR1 ➢,RxZ 310 — 3/4° -- — TN °ECOLOTRM• WI H V TH E AKER Nm REMNA@LE KEY LENIN i0 911T WALL tHICKNE�i�. uuoN pYP VALVE AND STWtIr1fR SET���� r��H /4't0 Fl%IIIRES DISCHARGE AT 5D P516 — ft15E TO REarm e cE1Lm16 sPUE � A�FLaN�EN� IISRILE 3 -V2' u eau vuVE ! � a -ro-lro wl WATER PRESSURE REDUCING STATION DETAIL NO 5CALE r ELx a�G PNIW i0 WATER HEATER � f-- BALL VALVE T d P RELIEF VALVE 41ZED ��� Rr51RAHn. TO MATGN MATER HEATER GAZ FIRED SEALED LOI+HUi ION waiER HEAVER -- RAC hiO FLOOR 6P5 GOLK DRAIN VALVE W EPRTHNI RESRAIM THREAD HDSE F LJ � 1 WAS TE o colmErvAiE RffLElva — �rD LArLRS R m IrraaAnax 5EALED COM54TION GAB -FIRED WATER HEATER PIPING DETAIL NO 5CALE ttPILU SINK z•vENr PIPE -� I r�sr ��PARnnoN 2 WLO. I -In° Or T z ISLAND SINK VENTING DETAIL NO 5CALE mILAL LuNe1rW -- uz• HaT WATER In' can WA>se f i wW EuILO�W vAroR Flwslmm wAU-� BARRpER�aH arslce r —SNn SPACE wTM BAIT VHrt PIPIW Fxl . IN5RATION RIGID HON PIPING IN OUTSIDE WALL DETAIL NO 5GALE BRASS LFANWIPLW W ��� STATE dF IDAHd I6 YdIARf CONL PAD iR ffL SMOOIN�� %MAT EX ND ASA L AIm SLREH�L�ft NL4iIE OR AEM � °�su FINISH GRADE �- - � —WALL �, va c,. BETm WITL'UEn ffE ASSOCIATES mi uEaxprt ryryI��-� LBIGTH T.0511i L . /'� RGOR Miff �l ,i� —WASTE LIig — /e f, f. BEtm :30m ` re aalD If cLE4xar Rum rrTIM occ�z AT aaD oFUW. �BAiArxEOF PIPIxb sArx A✓ LLV,N:YJ'1 i0 6RAOE. azANOUF TO 6RADE (GoT6) Yt"CLEAW (Y W) .. AV P"ZZ GLEAN OUT DE16IL5 NO 5CALE CO -TAM = pmr u � I 1 SEAL AEL AwrNm inwnm - -z•VNT i F� NIaEL DRAIN + I II i r L -- t >N `1 � f I " j ' , r ee .0 F In°DIP %4'.IA wC ADAPTER — z' WASTE, FL W. W WALL Dnl'P'. Td EetOW ODR SLAG I Iln °wL RIRM J � CONDENSATE RECEIVER DETAIj� 4 NO SCALE __ -- ju IL ILI V �LDCRETE_ o� 5� w 3 ��� uNlrsl� t N�Ie TUhlit�l I u_ F :fLTION ,A, �cowancr�D euerx � I I -ALL WARR PIPIN5INSTALLED NmERFIOOR SHALL � 1YFE °K' COPPEA WATER PITC IxSJI.ATION ON Nr6E'RFIDLR PIPING SHALL &'. PRMAFLEX 3/4" THICK pRBBt. Z PIPE INSILATION. TAPE IMU -lN AT ALL SEAMS. - PE 512E NmEREL00251V°LI. � 3H' !DIA. p TAMPED, RODDED OR LIGHRY COMPACTED DJRIlG IN5iAllATON. CARE SHOAD BE UNDER SLAB PIPE INSTALLATION DETAIL 111 w A L ING NO. 2 2 K FURNACE AND DX COOLING COIL. SCHEDULE ..... srM. 'Y E LF.M. 5P SPEED HP. GEAR. IImT AAA dJifllt sFIFV. EAT 208160W 24100 T59 Bi FAi LAT. '. Llpllo. 5K'NLV. pp L 51 (IMAKE ExINVS REMARKS -, : FOWIFLOW f00O 5Y2B5 4frLiHIEH 19 12ro/60f 66(WO 62P� 52080 65'F IIOY NAi BoAtOO Bo °F `3 °F U1' tiB' 3/4" IQ' 12" NL 2' NL %- 3BBL'IO'+V MPiaffD D% L 1 VERTILAL VEM iCRMINAL :455ETBL` cEILINb LbW&iOw BOP .lO' LGN L5 I]P/60f 44p0a 41p00 59A'A 65'F 109°F NAT 24100 : BP °F B'F Y /B' lIB` BF9" V2' I2• RVL 1" he I % ILALvEV' iHtMINALMAT &Dx bIL 3 PoWISLOW B00 .l0•. ioN I3 120/6PN 66( 62111 B20BP : NAT 2 -0p00 : BO °F 53`f�ll. 3 /B° l/6` 3,'4" V2' 2 "WG I 2' WL. L9W0X 65MW- 36&plO W MATLHED Dx VERi LAL VEWP'IEkMINAL A55E@LY CONDENSING UNIT SCHEDULE STM. MGR LHAR. BN EAT : REMM1AY ,pq 12AN6E nu�nw...w . AT'ERN Ti10160,4 33PPO 95'F MODfL X529 -1£0 Vt 0•F IDW Ar.IpIEM HARL STPRT Ktt DAMPER 131 208160W 24100 45 °F IAWO% OOFJ HS -02�4 YK 'F LDW AMEN XTRf3 1 3 132 208 /6OW 24PPo WNIi y.® xA 5i KIT P GRILLE AND REGISTER_ SCHEDULE s srM. nPF 51" ,pq 12AN6E nu�nw...w . AT'ERN rTLZ r +N SV rninru;114s�F1ae DAMPER. DAMPER � e2 25 8l P,aQ LEILINE 6x6 Sl✓IXJ. ig► 5TEE1 WNIi NA N4 n.9LE NGDf15MV Wh BEVELED fRA6fr _ - LE LING ax9 5Y2B5 �k Si[EL I NA NA IN 4 LA y - t% - , GFM CEILING 9x9 150 -285 AIXI► 579-1 - M` IN 24x24 LAT -W !roWLE cEILINb xl ISG3O0 IW ryp LE M2DEL 515 IN 29X14 LAT -W NODJfE NTI LNLIN6 2'2 3W -4°.O ----- sP 1 AHrrE - NA NA - 1 6A - M IN 4 4 L4Y IN YC6JL: (✓ LELIIG Ex5 4A-150 NA SILL r W141L � � M Wiq gSAT_N .7JLE C� ROOF LAP 9b NA ALW O L WND NA _ NA . WT B ON O VFM TERMINAL AIR AIR f� RENWI Wi512E CE A1R DJCT TYPICAL FURNACE SECTION 40 SCALE - EXHAUST FAN SCHEDULE s 'ME LFM. E WAn5 LNAR. RYM I, CGNROL R99ARKS t E LFILrtx MOPIIED CEILINS MgMiFD IIX2 � e2 25 8l / M'60 /1 6 i __4h5 5FE E.JZT �IN o R La c xL "11, m'"M Po NG W -1 111 C, L ' 4ERIN6 MWMFU PA 25 s0160W l50 S�E'.F1'. iWl J MlJF it5a L£ILW6 f%NAPT. - ,4NWP 6'J TAK TO ROOF LAP _ - LN_IN6 NpIdTEO IPo S � eY DO16P11 65 Sff 9FOT ' MN ttt N— flPoLEWN6 E%HAI iFAN WIiN 6'G dk. DROOP LAP FIL!NL Spy IHRU RIXM a AR effLx. 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MECHANICAL LE-61END !� ` I aJIPr»NT 5n,%2' I v AMPER � 4 s ArK 5NP'AKF All I "� T1RNIr15 VKIBS 1--� 0.0 TRANS ION ' '' IN3J LExiB,.E DNLT F-LJ RENRN AIR OR E%HAU'T 621iLE LEILM6 DIFFVifR o E�AUST Fa -_..- RRxACe OR -11 -T - - a LONG -N51N0 NNli -� - // S A /� /'b S 57E — � v I t �E I ca ¢� � ar�1 N M GIA ! - - '7 1 � " ' � I °° ASSOCIATES ARC ,IT1' T1Ji1 I 1 1 W J v 0 0. I U b K RENSWN: NMENT CRAWN By -II N0: 5R 342 CNE.,II BV: DAIS: $LYL. 'Cb -- ' DRAWING ND. M -I I loom GAG /IJ ;;^^u ` 9 A �1 LIlHt ON I —II Za° To U TIN51 ', 4 "MAXTO OF NL FIRZT SRPPRi P P11 R]AA)RI61D -kI- RST yFPOkt I RI61D SHK I WcT- WLRK AND FItlIN6S. I IN FITTING ttILT 5�R � WLT TO LEILING DIFFUSER 8'b'MAX.LBIbIH I f ' / r£UUIFIM051N T HAND DAMPER DWT 1 i 1 �� I. I / AW —L w41HRI6NFT /-PIPE SNPPRr T f \� I) PDOF LAP AT RIZE PoID B'9' / AT IXOP / SHIN6L (SLOPEp RPPF) MAXIMM FAUNS LSE GLUE FLEX WLT io FITTING, popFJ =` j LR£LTAN5IWLAR�� LLAMP WrtH STWW AND i 6WE flf%DWTTO ROSH NI61D D.KT. � SLREW SDLID TD WGID FlTTIifb ADAPTER 6 LLAFP BJffLY DJLT ATTPLH TO RIGID DJLT WPH S — E%NAIST PICT (YE L WrtH GRAN O BL ROMD To SGIEp,LE FIXt SIZE1 LONpE161N6 5 COIL 5ELn0H Yfl1ARE FAN AGGEMeI.Y -:;�.. I � FELIF® RW51nON BALK-0RAFT -- __ _ DAMFrtR - TRAP— ftNNPGE 115JI -AIEp _ L E PANSIPN VALVE -1 I.Ar -Iry DIFFUX e.� LAr- meEwrr, �"gT Eh_T FAx IwLAnow PALS - - PADS AT Each _ - coR: rzLF UNIT 1. -- � �3N °LD io RWR DRAIN LEILIkb SK�HT �A55 FR�TEN CEILING GRILLE � WALL �'� CEILING DIFFUSER DETAIL WITH FLEXIBLE DUCT CEILING MOUNTED EXHAUST FAN DETAIL REFRIGERANT PIPING DIAGRAM NO SCALE NO 51AL.E NO 5"ALE (5 TON AND 5MALLEW ALL UNDER RODF SHINGLES AND SFAi - WATERTI6M NOTE. �ROGP LAP GPS E REFRSRPoktS PAM AIGIE SRPORTS PITCH wITH'UWSmM PIPE TO MATGI WIfDIN6 AT 4' AFF. e HOSE CONNECTION SR � COI.Oii. _ - �m TNW WALL Z° INBJLATpN PRWID I LLAN?vR EQUAL. RLti7F � - - - -- -- MINIMIM FOR CRYER CAMELIiON hTx4 ExHN5T SKTION LINES DJLTM IN W4L IB 6AWE GA LVANIZ ED SIB•£T FETAL TO FILDI N �ALN. BACK -DRAFT _ WITH _ ARCHITECT RM FROM COroEIl5M16 Iu lsr wu - 4• cLaMP s/a a LP6 _ r _ F1 v.REw w>N \ r lore xt- s /B•uwsiwrt T� FRG11DE 4 "m HOSE LONEL ION `4'FLEp5LE L_ ' 6 U� 0]b� CHAWIfLr ALVA1NZE-0)F1TPJ PIP. EXIENO iHW Wall -T D N VENT_ NIST / 'IINIM,M FDR DRYER IAMELIiPN. N CEILING — I'LHPNtEL (iMIBTWrt° UNIBIRUt NIDTN TD �B' NJ 6PUSE 6ALVANZID G 51RUf SLEP+E b °tON6.(ttPJ f —P05 AlE Ui OR Fff A MA50W FDR ALL PIPIIMU f � T p 0 ?A�RR7. AN.NOk PLAN VIPA 9/B'm EXPAN50N Fw N, ,�I {� vM+r HOSE HArv6eR abDS TlNwunON fON 1 �BOLi53 "..PN6 � 4' rL0 RF[E KYJIRdNr PAD J -x - -_- LLMIP ASSEMBLY. SELUfi REFR16ERNR II I4 fa 1 No1E �IP 51fflPRiS HINS WNBTEEL COVER LONtINX»Y a HO°;F �LAPE �� � VNStWrt'CIWIW3 sat5j PaiEiNAnoNS OR Eg1AL (IYPICNJ — "Z� A APB TiPILPL REFRI($lAM AL (1'PK.PLi. WAL IPE IN NELH. ROOn1 �• DRYER VENT DETAIL SUSPENDED PIPE SUPPORT REFRIGERANT PIPE SUPPORT DETAIL NO SCALE NO SCALE NO' ALE IF — Q } IxrAeF CONCENTRIC VENT TERMINATION DETAIL NO SCALE DIF�ION LO � i INLIti?i �� (pu- FLW DF51 TRANBVL£SE MINIHIM REBFORANs MIbfE SIZE AND MA%IMM LDrGITMINAL SPPLING BETVEEN iRANISY£2£ .pINI51 /LR INIERtSDIAIE REIlECRCIN6 RNNROR I(U AT.YlIMS (7 IXtIVE aIP �- HEFA�D SELIP FS4VDED _ tT3,0' ED GAGE LINEN Ll-TO EE ApIEP.ED TD ALL DM OF LINER TO BE DJLi WIPO%AD1651VE EUITEDF I TO6Eli&R noxf NEYd11— DUCT CONSTRUCTION AND HANGER DETAIL b -IB X NOtE REIIIIRED 24 24 1'x1•xl/B'o 601N 2a -1-T-1. —1. HA —ARAM— PLATED hEX HEAD `BEET METAL SCFEN NAN6 PICTS UP i0 30" VADiH WTH I° x18 6AbE SIFAP"AT 10'-O° A4SAFPLlNI6.— G1RAP5 TO BE n6M A6AIN0� WL1VYiRY — I ND P� RIVPrG ALLOWED THAN Z° o ) INANS'JFRSE REIHFORGN6 Slff 15 DETERMINED LD FRDM EDGE I LINEN IMEI N OF SIDE TO NN1c1 PNWE IS APPLIED. 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IN EOU Pti,EN c.. -- Oe cD e R` E SH "sDO WATT PER ­—A ATITO I 1ELL/- o is ....E Pr s� 1 GLATED GROUND) n . . 0' SITIN E a° aaDAR l2RN DD 1 1111113 WN, HIT (DN TIE SHEET MIRRE E6uIPMENT DR Q EN BO% T i W/ U/a CDNDU T w /auLL coRD TO rnECx. UN —W— # soured L"I". CONDUCTOR NOT SH— �D oR oAr WnE; E.G. —TRACTIDE K /WISHED FLOOR "I RESUILY IN A IT IS xAE - -- TO T CnL T S °R w1icH p _._. g va , SUIT rlPCx. Lsxr swrrcx n.9 Rlxe len nox � coxUEw[�E wnEr razvxONE / vnrA was $ ®wn; �. r..w,LET i � uL «tiles A µ NLE�NOTHI M6 GTHERWISE.PWAL i e —RO IW.rE wnr:T xElaxTS wlrH ul+rv�ncu ON ARGI1TELi5 MILLWORK DHKS. i9 „Oa OI T TO MATCH NwRE rlwr wrtETS wu Nor PAU ' * BxlsnNe avrcxs (1TP) I BEH ND GP .1 BAGKWLABNBZ Q' cu NreR CRe wrx wn 11 rs erc ( SWTL1ff0 ANP RERIYXTAi9 (OR AS N D ALL OrfD, Q ro ®A —NLE o T -- � 0 �� MBS Al POSSIBLE. ALL�,IL�w�x ARrAN1EL1UWd. BANS AIJD pETAIL. eaazaL coaO„orr'a,E: * rw`EE �iswm nuxlrcmm�l. wAlxs � j loans rtareo) * �.�roUaoxare AU V�Ge anLEr 1 rouxrraG,crs AxvEw.crLxAnox GAINS AND OR TIL, N 1— w,x Arv:,,rcT 'N' acHecvAraw io BAU reownr ,� ElwWlrs. ... ElwsxEO TLO� "LSORr�x�s,sro awc.U�T �vlaoR ro aauux•• TYPICAL DEVICE MOUNTING HE16HT5 DIA6RAM NO SCALE I T j T L Pp4vHt CCLO TI N / NOPJM R-(SF£vEL51 D 0'0 �O 1= �,�L1m w ` LESUSEOM ATPEFS nlE C2J GES ANO wRx6 RECEPTACLE MOUNTIN6 DETAIL MO 5GALE ELECTRICAL SITE PLAN N' SCALE: "=20'4 GENERAL NOTES: A E LL (AL. SHEETS) BEfOR�E "STrLLL11N AN H. .�OP.L ELO s. SO"E A, SAA SE tl — — ALL hvTi. J =R w I Ell AI o A a El Li9Ax All A-IG —5— Ti5 Akxt Awo PAYa 'e. —FCIX. 4 rA EraoM ALL Caren UHA GABLES ANO eEC Taw+IG EALLSAT5 s N"A", THE AOHTR TO— GONATE No Lam. CLE"'i AL C9 r""`NERE �.° ,r"`'A" NO6A "o„.E�; n r v rRlcgAL S CexrR r0 eE pf FcR F NAL o ALL =GAL Ed1. 1 6. All —UE O ANE:e5sArYl IT EHALL ee AwRmrEO BT ns ArecN reIT UTILITY GONTAGTS ELEGTRI TELEPHONE UTAH POKER rA. DENN S �HIFFlMREN ONEET 51 19 BwLEV � ) 25i^5 ZZ Gp.15 LES — SPECIAL NOTM ::rya —trwplfa tan teal pepavJ tM1 41 tY P. kle� G RCThB 5 \ON.IL y th q b \ST(q tel I MY pa/ F. wry wopu -atn9 Y. .,c oa ty the gwamog Ut a1 T OPp PR� .ASSO D M -2561 I STATE OF IDAHO ASSOCIATES A R CDHITECT6RE I. ® No a s ONC mexa esa � aye w Fex 2d 3551 CONSULTANTS: r �I 1 l i, m l:' (iml d ux B+ATs rm feael az-I9n I SCI W v n J 4t 4 ud � I ao w Q . 33 LL Q Az 0 RENSIRY ^ MA. BY: MP — � 1 O 32 LPfSxED BY O 'F Ep SET o6 jRAwl;rG NO. .1.. a asa.3a UR 1. 1-1 zsa -wES iI OF _ L16HT FIXTURE SCHEDULE TYPE DESCRIPTION MOUNT VOLT LAMPS � MFGR. CATALOG p NOTES F l i wm cvrtea w�EV w xis 1� F3 e cONVervsixb LNIr rv5 McN F3 m �� De � 1 � -5 F Py res Im/ (De TIM NI F5 -T 11 ®,� EB «wsNnmaN D�L`a P; Na NLrLENT°N ,=ED�� I rwN�xra,� `m o ass a•TM:n aANSWPLrr+r razre/sPx+s I F zv wie ,NIA aoww F11e F12 SNPoR �e ° F13 F14 Lu' I iow x, ro�.erpv�� FIXNRE NcTES p � g L �5R0.m W1H pN eMEA6e.,r opilERr BN1A5T iO POr�. a+E.AM."FON�� N. - No co�rz®a�c -ccM ro eE iron oN um uNtAe Rxpf�i.EVr uMPs � '�I�°�IASN ,�Ewi�x � ��Ee�,F r °�LUpL,wIrClev. I�N�N� Hr 1 \ N " N MECHANICAL EQUIPMENT SCHEDULE s oEwarion Arv¢s e�� w e cONVervsixb LNIr rv5 McN _ vk FI �� De � 1 � �1Ne (De EB IgL T n _Te NOD iNvN�, a D ,YP - - SIZk ETC lTYPG1L.iGP - mn°M aF e5ARO1 DETAIL — TELEPHONE / DATA TERMINAL BOARD 5GALE. - U MAIN LEVEL PLAN — POWER SCALE: 1/5 - iGEY NOTES w Pi �o w �, LaaP3 wNx txecnkTZ vAlicx. Q rrvwaxx P,roro ceu wxWVUm ue,rtlrls coxc 0 1/ '-T Hl Au ccrsv ro wsai -T ve wexace H �rNiNDErpN,NS�r. ITR °ANT °i° o WTNNwNLp�,eNNNN Page -N 11-N-T 41& -'ART IN� ­ AN � °� M mr eLw. w.0 PANK �I INw� � EN HuTls;i ��NDR�EP� / ' = 'M DI WWT 4 RD NOGA . PUN JIE AD;ACiS1( POV Nb W PACE RBRI(£FA ION LNK NEtIlJ ACS -G KEFER i PLAN :R GNNTIn CP GPND. UNIiS CONDEN51N6 UNIT — CONDUIT DAISRAM NO C ,ALC [A�VE 51 AE� F RM. L16HTIN6 SCALE I "E ° =l' -0" (A00VE REI.EPi. 101) Gttl /a'P IONS {Sff oETp�l, iHlS � 10 a � Pa+ee wsEw ®8i 8 Nov "' MEGH RM. POWER 5(ALE I18" = I• -O' {A00VE RFGEFT. lIf) ANW BY. JDB ND: D MMP CHECNED DY: DAIE: rEp StVT. 'Ob DRAWING NO. to lace)a3a a3 rax WW OF SPECIAL NOTE: Pu vnn sxa Oau+gNK cASHrw'., zxpu 60NN. EA4,� u eNL,Ni° e"a NNN,. �,N�AflND.ErD � � o �tE Fte. T0 00 P�� 4 ASSOCEYES NRENT A - ARLAND AR-25 SPATE OF IDAHO ASSOCIATES 0 ARCHITECTURE uez eoNU Arexuc - smLe A x®onc mwe awe Fex 206,efi9ECN I =o� a .xw)ll sac T J I V � J 0o a of Z u- J " Z MAIN LEVEL PLAN - L16HTIN6 5GALE Alb" = I'-0" ■ All ..O'1�R I FINISH BY ARCH,I =�Mmlll� 'ALUN11eEY nR mLr9 T. i F IF +:.kl>x2 o-ntry Flx�raE; A� lion /- raoun�LP.a m� 1 I � �i�iiri� i. - ��toNCP.�E DnsE i nos t� ®�uM rnlsurt -Sff PLAN n�nn mmrrnim umu�mmm 1111 on NO xALE �� � rn a mmnn� ni Iri 670��11 nj �Il���m on 6WID � LOUL • ��A4 Txs sur_ d � I R7���111� I - I��mlr II��OFy�— ®yam mm - MUM I I! Gki�O11 �II���FP.� Il���m�� �m�seun un�€>?� IOW��_ ©wee mas ° e �esm ° mom ■ All ..O'1�R I FINISH BY ARCH,I =�Mmlll� 'ALUN11eEY nR mLr9 T. i F IF +:.kl>x2 o-ntry Flx�raE; A� lion /- raoun�LP.a m� 1 I _ If: �f i. - ��toNCP.�E DnsE t� ®�uM rnlsurt -Sff PLAN � umu�mmm ®, NO xALE E rn a o! 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W6 DNLY �A— M FFfD TOP ❑ — MAME ❑ MANi SW._ANPS OIMFN9IXi5 LOAD NAME o a ��ie ■x .. at " LOAD NAME TOTAL LOAD/PHASE nu sa wr cAP�glw. •x vs fEIDFR CgNUCTgt SIiE: —IT SV£ REMARKS _ II 1 ` A550ClAT[S BRENT A. M -ELAND AR -2561 STATE OF IDAHO ASSOCIATES 0 ARCHITECTURE nNSULtANr 1 a oai -s,o: c FOAER RISER DIA6RAM — r NP SCALE L-1 EAIESEPT. 'Ob ee�Sl ee �/' \1 /YG I DRAWING NO, �eQrios x� „� E3 a �� �. zu a.3a p em {MCel az.w3s OF - TYPE Fla FIXTURE DETAIL xALE. N,, ME _ A� ° IL u P paxv E ALL a o! Iri nj I I �: 6WID � LOUL • ��A4 Txs sur_ d � I I I - 1u�x 5 v 0 FOAER RISER DIA6RAM — r NP SCALE L-1 EAIESEPT. 'Ob ee�Sl ee �/' \1 /YG I DRAWING NO, �eQrios x� „� E3 a �� �. zu a.3a p em {MCel az.w3s OF - TYPE Fla FIXTURE DETAIL xALE. N,, ME D VS ON I I I 1 I i \ I ' I i NOTES �I ACCE55181LIT`( 516N — 5EE DETAIL A /5D2.1 I 1 O2 VAN ACCE55181LITY SIGN SEE DETAIL 5/5D2.1 �3 2 1/2" A5PHALTIC CONCRETE PAVING 5EE DETAIL 6/5D2.1 TYPICAL 1 �4 5' -0" WIDE x 4' -0" x 4" THICK CONCRETE STOOP — SLOPE 1/4" PER FT A YWr FROM DOOR O CITY TRA5H CAN 5ET TO CURB ON TRA5H PICK UP DAY — SCREENED PAID 1 WITH 4' -0" HIGH VINYL PENCE '� O6 6" THICK CONCRETE APRON W/ #4 5AR5 AT 24" 0/0 EA. WAY ' O THICKEN 5' -0" WIDE 51DEWALK TO 6" THICK ' AND REINFORCE W/#4 BARS AT 24" 0/0 EA. WAY AT DRIVEWAY APRON O8 STONE FOUNTAIN (WATER FEATURE) n L I SHTr70 MONUMENT SIGN � ASSOCIATES BR NT A. McFARLAND AR -2561 STATE OF IDAHO 0 05 0 ASSOCIATES 0 0 �D Q) 0 0 ARCHITECTURE 1152 BOND AVENUE — Suite A REXBURG, IDAHO 83440 Voice 208.359.2309 Fax 208.359.2271 CONSULTANTS: STRUCTURAL ENGINEERING ES2 Structural Engineers 4943 North 26th East, STE A Idaho Falls, Idaho 83401 (208) 522 7356 Fax (208) 552 -9302 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 (208) 233 -0501 Fax (801) 233 -0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 (208) 232 -4439 Fax (208) 232 -1435 Q V O � � O v � IL z l z OL ul LAJ W � z o Q REVISION: DRAWN BY: JOB NO: 61DR 542 CHECKED BY: DATE: JRW MAY '06 PLOT DATE: 12 -12 -06 DRAWING NO. FILE: 342— SD1.1 —LO * SD1.1 OF