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Home My WebLink About06-0270 1237 Blue Lakes Blvd N Plans DATE, MAR 06 PROJECTM 0502 �------•------ --- -- — ----------------- FLASH AND COUNTER FLASH � _—_—_—_ T.O.M.0 -0 COLORED_ _ _ COLORED METAL PARAPET - (2)LAYERS 3/e"PLYWOOD SHEATHING ----- ---- COLORED METAL 123'-4 DRAWN BY: B-CRAIG COLORED METAL PARAPET CHECKED: B-CRAIG GAP FLA514IN6 (FOLLOW CURVE) GAP FLASHING REVISIONS: SOLID MIDSPAN BLOCKING REQ. SINGLE PLY ROOFING RI61D INSULATION(6" 2x8 TOP PLATES W/ b"STEEL STUDS(18 6A),0 12" SYNTHETIC STUCCO C.OVERIN6 5 MINIMUM)d DRAINAGE GRIGKET Y2"xlO"A.B.0 4'-0"O.G. /6"05B ROOF SHEATHING NAILED O.G.(0 10'-0"RADIUS) FLA5H AND COUNTER FLASH IN/IOD NAIL5 A 3"O.G.ALL(4) VULGRAFT IS 520 5TEEL AND 12"FROM EACH END COLORED METAL EDGES OF EACH 5HEATHIN6 PANEL ROOF DECK -—- -—- 120'8' METAL PANEL 5Y5TEM BY (2)LAYERS 3/6"PLYWOOD SHEATHING 8"CMU PARAPET(SOLID "AL (FOLLOW CURVE) CONTINUE ROOF SLOPE WITH EXPOSED DEGKIN5 AND BAR 6ROUT)"SPLIT FACED" 02006 BY BALTEUS DESIGN UGOBOND" JOISTS TO BE PRIMED AND GROUP, BARRETT SKIVER 4"STEEL STUD BRACES o 24'O.G. FOAM OVER ENTRY FRAMING GUT GMU AROUND BEARING CRAIG)�HESE DRAWINGS PAINTED 3 ARE THE PROPERTY OF THE (2)LAYERS/a PLYWOOD A": AS- A5 REQ. FLASH AND COUNTER PLASH ARCHITECT AND MAY NOT 5HEATHIN6(o CURVE) BE REPRODUCED. COLORED METAL SINGLE PLY ROOFING VULGRAFT 2&KIO BAR 3/6"x4"xb"BEARING PLATE CONTRACTOR TO VERIFY "C'CHANNEL C IRVED WALL RI61D INSULATION(6'MINIMUM) J015T5 0 48"O.G.4V4'd'-O' YU(2)l4"xb"WELD STUDS ARCHITECT OF DIMENSIONS AND NOTIFY PLATES(FOR 6"STEEL 5TUD5 A NY 0 10'-0"RADIUS SLOPE) SOLID GROUTED VARIATIONS. WRITTEN DIMENSIONS HAVE WLCRAFT IS 520 STEEL WELD BAR J015T TO PRECEDENCE OVER SCALED 3/a"xYs"REVEAL ROOF DECK PROVIDE ADDITIONAL K3 TIE AT - BEARING PLATES DIMENSIONS. ILASTER REINFORCIN665 IN PLANE (4)LAYERS Yb"NA ILED AS PLYWOOD EXPOSED DECKING AND BAR TOP COURSE OF PILASTER LOW BOND BEAMS AT OFPGLUED AND WALL TO EXTEND TO TOP OF WALL C. w RIM JOIST o CURVE JOISTS TO BE PRIMED AND II-Yp"TJIAIO'5 o 24'O.G. PAINTED TOP OF WALL DOUBLE BOND BEAM o TOP OF WALL 0 n¢ L o oa d R-38 INSULATION AU WITH(2)#5 IN EACH BOND BEAM Q 51MP50N INSULATION STRAPS WLGRAFT 24K1 BAR JOISTS 0 "C"CHANNEL GJRVED WALL _ 48"O.G.HELD TO BEARIN6 PLATE _ Z PLATES(FOR 4"STEEL 5TUD5 H L m o 0 o W-0'RADIU5 NAIL 5HEATHIN6 TO PLATES ON GMU VERiTIGAL REINFORGIN6 0 w v u R-25 INSULATION d At IOD NAILS o 4" PILA5TER5 TO BE(4)#6 REBAR a � d O.G. >_ 6 MIL VAPOR BARRIER LAP BARS 36"MIN. (/y cu 51MP50N ITT 11.88 HAN6ER5 = > a 4"STEEL 5TUD5(20 6A),0 12" BLOCK FILLED AND PAINTED Q T-1/4"I.6 E L5L EN6INEERED 5TUD5 #5 VERT.REBAR o 16"O.G. N.] v] O.G.(0 II'-0"RADIUS) _ ON INTERIOR 00 BY TRUS JOIST o 12'O.G.(o CURVE LAP BARS 30"MIN. AV 4'-O"RADIUS METAL PANEL SYSTEM BY "ALUGOBOND" (2)LAYERS 3/B'GYPB 8"B D � 3 0 OND B W/EAM (2)#4 z d 6.MIL VAPOR BARRIER m m < ®CURVE 0 HORIZ.REBAR GONT.0 4'-0' =o (2)LAYERS%/ PLYWOOD 8"C.M.U. x \\ SHEATHING(0 CURVE) W� � N SUSPENDED CEILING U% SYSTEM BY 1156 "G"CHANNEL CURVED WALL PLATES(FOR 6"STEEL STUDS 5/e"6YPBD 8"BOND BEAM At(2)#4 0 10'-0"RADIUS) _ HORIZ.REBAR CONT.0 4'-0" O.G.CONTINUOUS THROUGH PILASTERS N STOREFRONT DOOR SYSTEM - 0 m #3 LATERAL TIES 0 16'O.G. IN PILASTER-TIES TO FALL 0 ON 48'O.G.LAYOUT OF BOND a BEAMS = 8""SPLIT FACED"G.M.U. 0 ^1 0 0 �W o Q D 3 LL HOLD FOUNDATION DOWN AND RUN g Lu z_ FLOOR SLAB OVER Q b"CONCRETE 5LAB W REBAR STOREFRONT DOOR SYSTEM MATi 6RAVELSLEVELIN6 EGOURSEN 3" Q W HOLD FOUNDATION DOWN 6" O Q o 4"CONCRETE SLAB ON 3' AND RUN FLOOR SLAB OVER F.F.o a z Q &RAVEL LEVELIN6 COURSE (TYPICAL) • --_ _ - - _ _ _ 1'-4"A'-4"x2'-b"CONCRETE PIER - r 2"FOAM INSULATION 4111 - -_ _ (4 TES WALL SECTION - _ VERT. AR b T — m = Ti ,_ _ o 12")O.G.RUN F�ATION HORIZ,D TO J � ITk f ._ i=� Ill� - GOMPA(TED TO 95% : °" - __ I I - -I i it--II I_I r = Il --I j REBAR THROUGH,(TYPICAL)EXTEND a- . fi F lllT-u III -11 _ _- _ i.--1 11l-=fflll:TT�- - -- VERTICAL BAR-5 INTO GMU-36"UP FOAM INSULATION - BE ENGINEERED FILL TO 5% - LICENSED N: - I 1- 1 ON VERTICAL BARS IN GMU CONCRETE FOUNDATION WALL E=1I1 }= — ( f i Q III- I- jl �I_ 4 W/(4)#4 HORIZ.REBAR(5P. �LI - ARCHITECT a -v I n 't T 1 2'-8"x2'-8"WIDENED AR 2780 a _ __ _ CONCRETE FOUNDATION WALL n EVENLY)4(U#5 VERT.REBAR �pI •a _� FOOTING AU(4)#4 HORIZ. o Ib'O.G.,TIED TO REBAR IN 'i _ 1 -_ - - - _ -T-I - W/(4)#4 HORIZ.REAR(5P. (30 LAP - REBAR E.W. Ti,= I- 'pnc- u i =III EVENLY)d(1)#5 VERT.REBAR FOOTING MIN.) n7ffIifL- UNDISTURBED 501L OR "24 O.G.,TIED TO REBAR IN a ENGINEERED FILL. TO FOOTING.(ALT.5TAG6ER) 2'-O"xl'-0"GONT.SPREAD 3 4" BARRETi SKIVER CRAIG 8" SQUARE 8" BE COMPACTED TO q5% FOOTING W/(3)#4 HORIZ. UND151URBED 501L OR Tf(I l - - Ir 2'-0"xl'-0'GONT.SPREAD REBAR GONT. 2'-8" ENGINEERED FILL, TO II A ' fl--f p STATE OFIDAHO BE COMPACTED TO 95% FOOTING W/(3)#4 HORIZ. Q * SHEET# REBAR GONT. - �SE CT I Ol�l m ENTRY CYLINDER 6 SECTION w SERVICE PILASTERS 2'-0" 2'-0" s SCALE: 3/4' - I'-& I5 SCALE: 3/4' . P-0' 5 15•SECf3 g FEB 06 i; PROJECTH: 0502 FANEL 11A11- USED FOR MECHANICAL SYSTEMS PANEL II511 USED FOR OUTLETS AND GENERAL LICzHTING DRAWN BY: B-CRAIG CHECKED: B-CRAIG PANEL 'A' - 200 AMP VOLTAGE - 205/120V LUGS: 200 AMP MLO PANEL 'A' - 200 AMP VOLTAGE - 208/120V LUGS: 200 AMP MLO REVISIONS: GIRGUIT DESCRIPTION AMPS POLES A PHASE B PHASE G PHASE G PHASE B PHASE A PHASE I POLES AMPS DESCRIPTION CIRCUIT CIRCUIT DESCRIPTION AMPS POLES A PHASE B PHASE G PHASE G PHASE B PHASE A PHASE POLES AMPS DESCRIPTION GIRGUIT I TIME CLOCK POWER 20 1 300 1060 1 20 UTILITY ROOM OUTLETS 2 1 SOUTH WALL OUTLETS 20 1 1600 1000 1 20 EAST OFFICE 150LATED O 2 3 OHSD 1,2,3 OFFICE 20 I 1800 1600 1 20 EAST WALL GARAGE 4 3 WEST HALL OUTLET5 20 1 600 500 1 20 EAST ISOLATED 0 4 5 AIR COMPRE55OR 20 2 1800 1800 1 20 NEST 6ARA6E OUTLETS 6 5 NORTH HALL OUTLETS 20 1 600 q3b 1 20 LOBBY ISOLATED O b T AIR COMPRESSOR 1600 O 1 20 SPARE 8 T VEHICLE EXHAUST SYSTEM 20 1 1boo 450 1 20 LOBBY ISOLATED 0 8 q SPACE 20, 1 0 O 1 20 SPARE 10 q NORTH HALL OUTLETS 20 1 1000 1664 1 20 GARAGE ISOLATED 0 10 11 SPACE 20 I 0 0 1 20 SPARE 12 11 OFFICE OUTLET5 20 I 1000 1000 I 20 OFFICE 15OLATED O 12 C2006 BY BALTEUS DESIGN 13 RTU-I 60 2 3600 0 1 20 SPARE 14 13 SPARE 20 1 0 q00 1 20 NI6H7 AND EMER6 HT5.LI6 14 GROUP,(BARRETT SKIVER CRAIG)THESE DRAWINGS 15 R U-1 3800 O 1 20 SPARE 16 15 OF ISOLATED OFFICE AREA OUTLETS 20 1 1000 600 1 20 OFFICE IATED O I6 ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT IT SPARE 20 I O O 1 20 SPARE 16 IT FRONT LOBBY OUTLETS 20 1 1200 2400 2 30 LIGHTING 15 BE REPRODUCED. 1-1 BASE BOARD HEATER 20 1 1500 O 1 20 SPARE 20 Iq CENTER HALL OUTLETS 20 1 1200 2400 20 CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY 21 RTU-2 40 2 3800 O 1 20 SPARE 22 21 REFRIGERATOR 20 1 1000 MOO 2 30 LIGHTING 22 ARCHITECT OF ANY 23 RTU-2 3800 O 1 20 SPARE 24 23 BREAK ROOM OUTLETS 20 1 I600 1500 " 24 VARIATIONS. WRITTEN DIMENSIONS HAVE 25 RTU-3 40 2 5800 0 1 20 SPARE 26 25 E.AREA OUTLETS 20 1 1000 1500 1 20 LIGHTING 26 PRECEDENCE OVER SCALED 21 RTU-3 5800 O 1 20 SPARE 28 21 RESTROOMS 20 1 1400 2200 2 30 LIGHTING 28 DIMENSIONS. 2q RTIU-4 40 2 3800 O 1 20 5PARE 30 201 SOUTH OUTLETS 20 1 1200 2200 30 31 RTU-4 5600 O 1 I 1 20 SPARE 32 31 LOBBY OUTLETS 20 1 1000 1500 1 20 LI&HTIN5 32 p, 1+f N 33 HATER HEATER 40 2 5000 0 1 20 SPARE 34 33 SOUTH OUTLETS 20 1 600 1210 1 20 LIGHTING 34 35 WATER HEATER 5000 0 1 20 SPARE 36 35 CENTER OUTLETS 20 1 boo 1400 1 20 LIGHTING 36 � G! Q 3-7 R U-5 40 2 5800 O 1 20 SPARE 38 3l UPSTAIRS OUTLET 20 1 200 1T40 1 20 LIGHTING 38 V ". �M co co 3q RTI/-5 3800 O I 20 SPARE 40 3q NORMAL GANG OUTLETS 20 I 1800 900 1 20 LIGHTING 40 V •� m N N 41 SPARE 40 2 O 0 1 20 SPARE 42 41 NORMAL GANG OUTLETS 20 1 1000 400 1 20 LIGHTING 42 Vf L. SUBTOTALS 18800 0500 14400 1800 1600 1060 SOTOTAL5 6600 8200 8400 10136 01114 g2410 TOTALS 51700 4460 TOTALS 25400 26600 TOTAL kW 56,16o TOTAL kH 54,000 N Q 7 TOTAL AMPS 150 TOTAL AMPS 150116— Q L 0 m m u O 3� FANEL IICII USED FOiR AUTOMATIC SYSTEMS AND 50F LICE+-ITfNC-> PHOTOCELL PAPET HALL(IF APPLIGA" 7 W I--- PROVIDE SELF-RE6UATIN6 HEAT GABLE, O X oONTLLERCONTROL AND MWNTIN6 PLATE.GHROMALOX SRLt WPANEL 'A' - 200 AMP VOLTAGE - 208/120V LUGS: 200 AMP MLO CONTACTORS 1�` SERIES WITH RTAS CONTROLLER AND MBA-I Mi6 CIRCUIT DESCRIPTION AM-5 POLES A PHASE B PHASE G PHASE G PHASE B PHASE A PHASE POLE5 AMPS DE5CRIPTION GIRG)IT (AS MAW AS Nam) PLATE.RIM APPROX.11'-0'OF HEATING CABLE IN I PARKINS LOT L16HTING 30 2 I600 1100 2 20 VEHICLE LIFT 2 TG-1 TO LIGHTING A STAR PATTERN(PLUS LENGTH FROM CONTROLLER TO START OF STAR PATTERN) 3 1600 I-Too 4 AROUND ROOF DRAIN AND EXTEND IN51DE OF 5 516NAGE#1 20 1 1800 IT00 2 20 VEHIGLE LIFT b ROOF DRAIN TO 4'-0'BEYOND ROOF DRAIN. 7 516NAGE#2 20 1 1500 I-100 e TO L16HTIN6 �X �F MOUNT J-BOX AT+18'ABOVE ROOF ON PARAPET q 516NA&E#3 20 1 1600 1100 2 20 VEHICLE LIFT 10 WALL NAND WITH GONTOVE ROOF IF NO PARAPET, A STEM MOUNT AT+IB"ABOVE ROOF WITH 11 516NA6E#4 20 I 1 1800 1 1700 1 1 1 " 12 ROOF CLIPS SET CONTROLLER MT'D BELOW)BOX ON LONDUIT PHOTO G TO LIGHTING IN MASTIC(TYPICAL) 5TEM• F SUMP PUMP 20 I loco ITOO 2 2D VEHICLE LIFT 14BUILDING EXT.LIGHTING 20 1 Ig50 1,100 I6 CONTACTORSPARKING LOT LIGHTING 30 2 2000 ITOO 2 20 VEHICLE LIFT 18 (A5 HAW A5 NEEDED) r; lTG-2 ro u6HTIN6 i" 2g00 IT00 1 " 20 rr, ,PARKING LOT LIGHTING 30 2 2Q00 I'100 2 20 VEHICLE LIFT 22 2goo 1T00 24 TO LIGHTING SPARE 20 I O ITOO 2 20 VEHICLE LIFT 26 1.}I4 di 21 SPARE 20 1 O 1100 28 Q 4?'� 2q SHOP AREA LIGHTING 20 I 1 2200 O 1 20 SPARE 30 TO LIGHTING 31 SHOP AREA LIGHTING 20 1 2200 O 1 20 SPARE 32 Z 33 SHOP AREA L16HTI% 20 1 1600 O 1 20 SPARE 34 Am W 35 SHOP AREA LIGHTING 20 1 1600 O I 20 SPARE 36 PHOTO C£L TO LIGHTIN6 3-7 1 SPARE 1 20 1 0 O 1 20 SPARE 3b -- < 341 SPARE 20 I O O 1 20 SPARE 40 (A5 MAW AS CONTAoTof;r5NEWW I o 0 41 SPARE 20 1 O O 1 20 SPARE 42 TG-3 TO LIGHTING Q T[W SUBTOTALS g500 g850 I3200 6800 8500 8500 0 TOTAL5 52550 2saoo TO LIGHTING RCC= DRAIN HEAT TAPE DETAIL 3 Z TOTAL kW 56,350 NOT TO 9GALE Q ' TOTAL AMPS 156 TO LIGHTING 12 w Q G rj TWO HOUR OVERRIDE PER ENERGY CODE OOaC Z PARKING LOT L&ITIN6 TIME GLOCK#1 CIRCUIT 6-1,3 G-11,11 LIGHTING CONTROL DIAGRAM ELECTRICAL PANEL SCHEDULES AND G-21,23 NOT TO SCALE 516NA6E#1 TIME CLOCK#2 GIRGUIT C-5 516NA6E#2 LICENSED ARCHITECT TIME CLOCK#2 GIRGUIT G-1 AR-v90 516NA6E#3 TIME CLOCK#2 GIRGUIT C-q 516NAa#4 �1��D TIME CLOCK#2 GIRGUIT G-II BARRETT SKIVER CRAIG INTERIOR LIGHTING CONTROL TIME CLOCK#3 CIRCUIT A5 INDICATED sr .11DAH0 TIME CLOCK CONNECTED TO CIRCUIT A-1 9716�Q SHEET# T n 1'`2 E3 Far w�`' 6 E3-PANELSCH DATE: MAR 06 PROJECT N: 0502 DRAWN BY: B•CRAIG CHECKED: B-GRAIL REVISIONS: 3-22-06 ADD HDW SGHED.B56 REMOVE WINDOW.0, B5G Q Q O Q 02006 BY BALTEUS DESIGN GROUP,(BARRETT SKIVER r r r -o r r r CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED. CONTRACTOR TO VERIFY - I I I DIMENSIONS AND NOTIFY b'0" 0'-0" 4'-0" b'-4" 4'-0' �I �I 9'-4' II IS'-0" Ilc 3'4' 3'4" 3'-4" Y-4" ARCHITECT OF ANY VARIATIONS. ®ANGLE 0 ANGLE WRITTEN DIMENSIONS HAVE D E 1 I I PRECEDENCE OVER SCALED j-� DIMENSIONS. DOOR ,AND FRAM"fE SGI4EDULE DOOR HARDWARE SCHEDULE o Q a oe Q a-, �M DOOR FRAME WARE DOOR DOOR LEVER DUMMY CYLINDER ENTRY DEAD BOLT STORAGE OFFICE PRIVACY PASSAGE MM FLUSH PANIC HIN6B HIN6E5 HINGES 0.0 URE ESH SMOKE FLOOR WALL BOOR NOTES V SIZE LOUVER DETAIL FIRE o TYPE HANDLE HANDLE LOCK(SF) LOGK LOCK LOCK LOCK LOCK LATCH PULL BOLTS HDW 3S' 45" TORE GASKETS SWEEPS STOP STOP V •A m N N STOREFRONT ■ ■ ■ ■ ■ ■ ■ L MARK WD FHr-TF TYPE MATL GLAZING WD HGT MAIL EL HEAD .IAMB SILL LABEL SET KEY NOTES2 STOREFRONT ■ ■ ■ ■ ■ ■ M () NO RM NO 3 OHbv 4 STEEL EXT ■ ■ ■ ■ ■ ■ ■ f^ N 1 14'-4'10'-0"I-3/4" SF ALUM YES NA NA ALUM G NA NA NA NA SEE SCHEDULE NA 5 STEEL EXT ■ ■ ■ ■ ■ ■ ■ � V 2 3'-0" '7'-0 1-3/4' SF ALUM YES NA NA ALUM 6 NA NA NA NA SEE SCHEDULE NA b OH6D a 3 16'-0'10'-0,1-3/4' OHGD ALUM YES NA NA NA A NA NA NA NA SEE 50HEDULE NA T STEEL EXT ■ ■ ■ ■ ■ ■ ■ ■ DOUBLE DOOR 4 3'-0" 1'-0' 1-3/4" SWING STEEL YES NA NA STEEL F NA NA NA NA SEE 5GHEDULE NA 8 STEEL.EXT ■ ■ ■ ■ ■ ■ ■ 7 5 3'-0" 1'-0" 1-5/4" SWING STEEL YES NA NA STEEL F NA NA NA NA SEE SCHEDULE NA q STEEL EXT ■ ■ ■ ■ • ■ ■ j y� '^n 6 I6'-0 10'-0"1-3/4" OHGD ALUM YES NA NA NA A NA NA NA NA SEE SGHEDULE NA 10 OHGD 7 6'-O" T-O' 1-3/4" SWING STEEL YE5 NA NIA STEEL 151M NA NA NA NA SEE SCHEDULE NA II STEEL EXT ■ ■ ■ ■ ■ ■ ■ 3 p aD 8 3'-0" 1'-0" 1-3/4" SWING STEEL YES NA NA STEEL F NA NA NA NA SEE 50HE17ULE NA STOREFRONT ■ ■ ■ ■ ■ ■ ■ ■ ■ VEHICLE ACCESS q 3'-0" '7'-0" 1-3/4' SWING STEEL YES NA NA STEEL F NA NA NA NA SEE 5GHEl0ULE NA I STOREFRONT ■ ■ ■ ■ ■ m O ?_ 10 O'-O 10'-O"I-3/4" OH6D ALUM YES NA NA NA B NA NA NA NA SEE SCHEDULE NA 14 WOOD ■ ■ ■ ■ 11 3'-0" 1'-0" 1-5/4" SWING STEEL YES NA NA STEEL F NA NA NA NA SEE SCHEDULE NA IS D ■ ■ ■ ■ 12 2'-0'10'-0"1-3/4" 5F ALUM YES NA NA STEEL D NA NA NA NA SEE 5GHEDULE VEHICLE ACCESS -lb ■ ■ ■ ■ �� _" 7 W 13 12'-O'10'-O"I-3/4° SF ALUM YES NA NA ALUM G 51 NA NA NA NA SEE SGHEWLE NA IT WOOD ■ ■ ■ ■ ■ \\\\\\WIIIII�_ II �O 14 3'-0" 1'-O" 1-5/4 SWING WOOD NO NA NA STEEL I NA NA NA NA SEE 51-HEOULE NA 8 WOOD ■ ■ ■ ■ cy W 15 3'-O" 7'-0" 1-3/4" SWING WOOD NO NA NA STEEL I NA NA NA NA SEE SCHEDULE NA 19 WOOD ■ ■ ■ ■ ■ 16 3'-0" 1'-0" 1-3/4" SWING WOOD YES NA NA 5TEEL H NA NA NA NA SEE 5GHEOULE NA 20 WOOD ■ ■ ■ ■ ■ 1-7 3'-0" 1'-0' 1-3/4" SWING WOOD NO NA NA STEEL I NA NA NA NA SEE 5GHEDULE NA 21 5TEEL INT ■ ■ ■ ■ ■ ■ ■ ■ 18 3'-O" 1'-O" I-3/4" SWING WOOD NO NA NA 5TEEL I NA NA NA NA SEE SCHEDULE NA 22 STEEL INT ■ ■ ■ ■ Iq 3'-0" 1'-O" I-3/4" SWING WOOD NO NA NA STEEL I NA NA NA NA SEE SCHEDULE NA 23 STEEL INT ■ ■ ■ ■ ■ 20 3'-0" 1'-0" 1-3/4 SWING WOOD YE5 NA NA 5TEEL H NA NA NA NA SEE SCHEDULE NA 24 5TEEL INT ■ ■ ■ ■ 21 3'-O" 7'-O" I-3/4" SWING STEEL YE5 NA NA 5TEEL H NA NA NA 45 MIN SEE SCHEDULE NA 25 5TEEL INT ■ ■ ■ ■ ■ 22 3'-0" 7'-0' 1-3/4 SWING STEEL YES NA NA STEEL H NA NA NA NA SEE 5GHEDULE NA 26 STEEL INT ■ ■ ■ ■ 23 3'-0" 7'-0" 1-5/4' SWING STEEL NO NA NA STEEL I NA NA NA NA SEE SCHEDULE NA 21 WOOD ■ ■ • ■ 24 3'-0" 7'-0" I-3/4° SWING STEEL YES NA NA 5TEEL H NA NA NA NA SEE 5GHEDULE NA 28 5TEEL IM ■ ■ ■ ■ 25 3'-0" 1'-O 1-5/4' SWING STEEL NO NA NA STEEL H NA NA NA NA SEE SCHEDULE NA 2q 5TEEL INT ■ ■ ■ ■ 26 3'-0" 1'-0' 1-3/4' SWING STEEL YES NA NA STEEL H NA NA NA NA SEE SCHEDULE NA 30 STEEL INT ■ ■ ■ ■ ■ 27 3'-0" 1'-O" 1-3/4" 5WING WOOD NO NA NA STEEL I NA NA NA NA SEE 5GHEDULE NA 31 STEEL INT ■ ■ ■ ■ ■ DOABLE DOOR 28 3'-0" 7'-O" 1-3/4' SWING STEEL YES NA NA STEEL H NA NA NA NA SEE 56HEDULE NA 32 STEEL INT ■ ■ ■ ■ ■ 2q 3'-O" 1'-O 1-5/4' 5WING STEEL YES NA NA STEEL H NA NA NA NA SEE 5GHEDULE NA 33 OH&D 0 30 3'-0' 1'-0" 1-3/4 SWING STEEL YES NA NA STEEL H NA NA NA NA SEE 5GHEDULE NA 34 STOREFRONT ■ ■ ■ ■ 31 6'-O" 1'-0" 1-3/4" SWING STEEL NO NA NA STEEL 151M NA NA NA NA SEE 5GHEOULE NA 35 STEEL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 32 3'-0" 1'-0" 1-3/4' SWING 5TEEL YE5 NA NA STEEL F NA NA NA NA SEE SCHEDULE NA 33 16'-0'10'-0"1-3/4" OH6D ALUM YES NA NA NA A NA NA NA NA SEE SCHEDULE NA 34 15'-0" 7'-0" 1-5/4" 5F ALUM YES 1 NA I NA ALUM I E NA NA NA NA 5EE 5GHEDULE I NA DESCRIPTION MANUFACTURER MODEL• COLOR NOTES 35 3'-0" 1'-0" 1-3/4 SWING STEEL YES I NA I NA I ALUM I H NA NA NA 45 MIN SEE 51-HEDULE NA DOOR HANDLE LATCH,LOGIC SGHLAGE AL SERIES b2b LEVER DOOR HINGES HA6AR BB12Tq 45x45 626 D VERINdSTILL FRAMES 04 ALL 5TORFRONT5 TO HAVE INSULATED GLAZING,AND THERMALLY BROKE FRAMES DOOR CLOSURE LCN LC 4041 CASH b8q ALUMIKH "SUPER 5 THE'CLOSURE PU STOP O DOOR THRESHOLD PEMKO 272 A MILLED ALUMINA 6'WIDE MlNlmkd DOOR SMOKE 6A5KET5 PER DOOR SUPPLIER d WINDOW SGHIE D UL E »�FLOOR sO I DOOR SUPPLIER y DOOR WALL 5TOO5 IVIES YCi 402CGV U5 26D DOOR FLOOR STOPS I VfS I FS 44145 U5 26D 44'-0 ZE GLAZING uj MARK TYPE MATERIAL COLOR MF6 ELEV NOTES HEIGHT INSUL OW E CLEAR TINT TEMP GL.ELK. w A 13'-0" SF ALUM • • • • SILVER I I Vl/THERMAL BREAKS pO B 13'-01, SF ALUM • • • • SILVER 1 2 THERMAL BREAKS �J 0 Q D 6'-0" SF ALUM • • • • SILVER 1 4 THERMAL BREAKS �) ~ E 2'-0" 6LBLK 6LBLK • • GLEAR 1 5 CLEARSTORY M Naor `<6✓i�ro(ow Q F 8'-O" 5F ALUM • • SILVERI 8 INTERIOR PARTITION �.. G 8-0" 5F ALUM • • SILVER 1 INTERIOR PARTITION H 3'-O' 1'-2" 5F ALUM • • • SILVER 6 MATCH DOOR HEIGHT W Z 3'-4" 4'-O" 5P ALUM • • • SILVER q 2ND FLOOR Q ALL STOREFRONTS TO HAVE INSULATED GLASS AND THERMALLY BROKE FRAMES '^ Lu NOT USED f 0 d z m �� ❑❑ Q DOOR/WINDOW SCHEDULES LICENSED m o Q Q m Q f ARCHITECT AR-2780 zo BARRETi SA 4 "TsKI0 Q� VER CRAIG Li :SBEE FIDAHO12'4b° 8'-04-0 8'0" 4'-0" 1 2 3 -4 5 8 9 0 Tc DATE: MAR 06 -2 Tc-� -------- _ 0502 B-40 C-15 - PROJECT_�� - - _ #: _ 8-40 \ DRAWN BY: B-CRAIG CHECKED: B-CRAIG Eff] -��- -- 8-4m a, 8-14 15-14 REVISIONS: I11 o .r.. C-2931 '1 l 8-38 IRTU� ' i 8 14 ` I / A ` `' D r• fA o ©20,U B(YES'IT SDESIGN ` ' CRAIG)THE�E DRAWINGS ARE THE PROPERTY OF THE ' - 8-14 ARCHITECT AND MAY NOT ` , •.,.: 1 1 r — 1� :,��. ,..: :_,.,. .' ..G.''.. B BE REPRODUCED RTU L _ J ARCHITECT OF D N .. CONTCTOR TO VERIFY I ,i.. VARIATIONS B-14 VMTTEN DIMENSIONS HAVE -�q/A t� A '. ,i"�" - ''.•' PRECEDENCE OVER 5-14 1 ` C-333� B=36 5-42 G B-14 _IIV// 3ITF 13. bZ V •� m N N A G ro / 6-14 —\ B-14�— --� r LwLI 5.14 . . > J5 N TC-2 - 4 .., C-2 B 26 B-18' •Han u+�on nna ctxK ovewioe srarcn , •� L W \ -I820\ ��--_�� TC-l8-22 4 8-14 M LZ rTc-TC V /L/ G �_ � _� 1 , 2ND LEVEL ELECTFIG,4L LfC�+4TING 2 L J \ z , h o I a-zz2a Tr-2\ SCALE: I/8' - 1'-0'I + o 0 29: T�2 I NO Tr- _—/ / TC-2 / \ B-2224 8-26 TC-I 2* Is 5-14 ri -'.�� J.:':'. B B e MW 15T LEVEL ELECTRICAL LIC��ITINC-; To-, B ---�, �_ � z -- SCALE: 1/0' = I'-0' B-za3m :, T.,/ O S ELEGTRIC�4L LIC�I-ITINC� 51'MBOLS � HOLOPHANE PR5L400MHTPDE31 SM5400/G/BU PRISMALUME METAL HALIDE GLASS \ H 0 OINDY#8T-W EIGHT-FOOT WHITE TRACK INCLUDING END FITTINGS FEEDS AND COUPLINGS O REFLECTOR FIXTURE- 5TEM MOUNT WITH BOTTOM OF FIXTURE IN PLANE OF 130TTOM OF +� T'r , e o J015T K/M5400/CBU LAMP5 Q 70 n I�5400/HA� MHXXPBW-5M5400/GBU SIMILAR TO ABOVE EXCEPT FOR DAMP W/ ,,, INDY#50OT/950W WHITE OPEN BACK TRACK FIXTURE WITH LOUVERS W/gOPAR/GAP/5P LAMP5 �Q V z Z 51 a INDY#24MP 5A TWELVE-INCH DIAMETER DOWNLI6HT W/CLEAR ALZAK GONE 4j INDY#500TW 5Ah1E A5 ABOVE EXCEPT WITHOUT LOUVERS AND U51N6 FLOOD LAMP gOPAR/GAP/FL Ji W/400-ED31-MH LAMPS w Lu \.G INDY#618R3215A/AR EIGHT-INCH DIAMETER 32-WATT COMPACT FLLORESGENT DOWNLI W GHT 515TEMALUX#3124 H MODEM LARGE PAR HORIZONTAL FOUR W/4 X PAR-30 75W LAM-5 d z Q • N / 25o/GN LAMPS � _ Ct) 6 CEILING; KE T' INDLAMP FLUORESCENT 5A-55IX �1/3 FT4o EEPGELL LIG LOUVER REGE55ED 3-BIAX �" L13L#%245 NU DOME-51 COAX,4.125X 5.15,BU,15,56,MPT.NU 6Y635 RU35 ELEaR►w LIGHnNc LAMPS EXPOSED PAINTED STRUCTURE INDY#52-6-34OA-T8%B THREE-LAMP 2'X 4'ACRYLIC LEN5 FLUORE5GENT RECE55ED EMER6ENGY LI6HT5 W/BATTERY BACKUP FULL HEIGHT W/3-PO32/835 LAMP5 . LICENSED - ARCHITECT INPY#1304-8-KA-Tb%B EIGHT-FOOT 5URFAGE MOUNT WRAPAROUND ACRYLIC LEN5 LIGHTED EXIT 516%N/BATTERY BA.GKUP AR-2780 FLUORE5GENT-WALL MOUNT AT 8'-0'A.F.F.W/4-FO32/835 LAMPS 1 PAINTED GYPE31D SEE SHEET 0113 FOR HEIGHTS C4 INDY#EI-240-T8555 FOUR-FOOT TWO-LAMP OGTRON INDUSTRIAL FIXTURE W/2-F032/835 LAMPS BARRM SKNU atAIG �8 INDY#EI-240-8-T85513 5AME A5 ABOVE EXCEPT E16111T-FOOT L0W7 IN 4-FO32/835 LAMP5 SUSPENDED CEILING STATE OFIDAHO SEE SHEET 019 FOR HEICsHTB SHEET# ALL ELEGTRIGAL TO BE IN ACCORDANCE WITH THE 2005 N.E.G.AND ANY STATE 4 LOCAL CODE5. OF, r 2 E eyr way° o E2-LIGHT I�1 r (4)Vb"x 10"A.B. DATE: MAR06 TRIM W/COLORED METAL PROJECT 8: 0502 8"xl'0"x3�e"STEEL COLUMN WRAP DRAWN BY: B-CRAIG BLOGKOUT FOUNDATION FOR HOLD FOUNDATION DOWN 6" SECTIONAL OVERHEAD DOOR bx6 PARALLAM GOLUMN CHECKED, B-CRAIG COLUMN AND GROUT AFTER b AND RUN FLOOR SLAB OVER REVISIONS: 3-20-O GOLUMN15INSTALLED (TYPICAL) 4'CONCRETE SLAB W/REBAR REVISE DETAIL q/6 F.F.® MAT(R4'5 0 Ib'O.G.E.WJ ON 3" PER EHM.65C ———— 100'-0" 4'CONCRETE 5LAB ON GRAVEL LEVELING COURSE 3"GRAVEL LEVELING COURSE PV(2 5/b POST ANCHOR °a F.F.® W/(2)5/8'mTHRU-BOLTS LANDSCAPING n - L IIjl1 l=I III 1 I I 4'CONCRETE 5LAB W/bxb- �J I IS -_ —2"FOAM INSULATION o 10/10 W W.M.ON 3"GRAVEL I �II=1LI(I -- 111=II n -4 ° 6 •' a I_I -II 1 CONCRETE FOUNDATION WALL LEVELING COURSE • ®2W6 BY BALTEUS DESIGN - p GROUP, BARRETT SKIVER III —_ -11 I Q c`i I- - _ _ - W/(4)R4 HORIZ.REBAR(SP. CRAIG)THESE DRAWINGS ENGINEERED FILL TO _Q EVENLY)d(U R5 VERT.REBAR • F.F.® ARE THE PROPERTY OF THE - - - —I'-2"xl'-0"CONCRETE PIER W/ BE COMPACTED TO q5% - m _ -_--_ ARCHITECT AND MAY NOT m (4)BS VERT.REBAR(10"HOOKS _ 24'O.G.,TIED TO REBAR IN - 100'-O" BE REPRODUCED. S i _ — < — _ .�II— FOOTING.(ALT.STAGGER) a CONTRACTOR TO VERIFY TIED TO HORIZ R IN FTC)d 11L8"I I IIII DIMENSIONS AND NOTIFY n - = 2"FOAM INSULATION E2i < - = 4 yAIUATI0N5. R3 TIES®12"O.G. — �y p ARCHITECT OF ANY f T 'I IN _ _ I — ,� I II _ VV�TTEN DIMENSIONS HAVE - - 2'-O"xl'-O'GONT.SPREAD III - �'.--II - UNDISTURBED 501L OR PRE DENCE OVER SCALED L . .Q 2'-b'x2'-6"xl'-0"PAD FOOTING - Q FOOTING W/(3)B4 HORIZ. -111 - ENGINEERED FILL. TO DIr�ENSIONS. Q -- - W/(3)R5 HORIZ.REBAR E.W.. r I _ - REBAR(.ONT. I'-b" I'6' 8E GOMPACTED To q5% P GONG.FOOTING W/(3)R5 3,-0" IIf=IIII IIj= f(E UNDISTURBED 50IL OR REBAR(EACH WAY) a M N UNDISTURBED 501E OR 8' 8' 6' ENGINEERED FILL. TO a ENGINEERED FILL. TO BE COMPACTED TO q5% Q a 2,-b„ BE COMPACTED TO C15% l7 ^ 'G c M 10 DETAIL II DET,41L 6' COLUMN FOOTING z m "= o 0 • OVERHEAD DOORS a SCALE: 3/4' . 1'-0' N - m N N O D E TA I L 9 STEEL COLUMNS b SCALE: 3/4' = 1'-0' >_ a 6 SCALE: 3/4' 1'-0" �-t > s � N FW- I'-o° 'n M 2x6'S(D.F.><2 OR BETTER) 1-1/4"0 PIPE HANDRAIL I'-101. PROVIDE BLOCKING IN WALL dINTERhEDIATE RAIL 1-1/4"(P PIPE HANDRAIL(PAINTED) Go ®I6"O.G. AS REQ.FOR HANDRAIL (PAINTED) WHERE OCGUR5 O z= 3x3xY4'STEEL PLATE PVY2'xb" 1-1/4"0 PIPE P05T5 GYPBD 2xb R.W.OR P.T.SILL PLATE WELD 5TUD®b'-O"O.G. Q W/1/2"AO'ANGHOR BOLT5 MAX.(EMBED IN GONG) Y-b'CLEAR MAX(PAINTED) O.G. a 4'-O'D.G.AND I'-O'FROM (PAINTED) 3x3.d4'STEEL PLATE hV)4"x6" 4"CONCRETE SLAB NU bxb- ENDS Q WELD STUD®6-0"O.G. 10/10 W.W.M.ON 3'GRAVEL m I'-0" I'-0" MAX.(EMBED IN GONG) LEVELING COURSE )4"EXPANSION JOINT W/ Yz'RADIUS �` SEALANT(TYP) ro- ONGRETE SLAB W/bx6- w 10 CONCRETE SLAB W/bxL �---i_ _ 100'-O' G 10/ W.M.ON 3'GRAVEL = $ a7 q 10/10 W W.M.ON 3"GRAVEL L= 1 ° d LEVEL COURSE i „ , - ' LEVELING COURSE _ u11i1= - I I - #4 REBAR o N051N65 _ II I I _i1a I-4'x8'CONCRETE D II� LI I Q THICKEN SLAB AS REQUIRED I II f I;; �I -�I II II-'I II _ FOOTING W 3)#4 HORIZ. FOR WELD STUD COVERAGE -0 1'-0" ( R4 REBAR®32'OG. - - GONG.FOOTING W/(3)#4 2'-0" #4 VERTIGLE REBAR 5, b„ REBAR � I I 1 Yz"EXPANSION JOINT d SEALANT o ®32"O.G. _ HORIZ.REBAR I'_4" - - 6"CONCRETE WALLS T10P AND 180TT M REBAR (2)R4 HORIZONTAL REBAR QLL DETAIL 8' THICKENED FOOTING SPACED EVENLY 12 S b SCALE: 3/4' . I'-0' 13 D E TA I L - INTERIOR HDG RAMP 14 D E TA I L - CONCRETE STEPS w 6 SCALE: 3/4' I'-m" 6 SCALE: 3/4' 1'-0 -� w O � Q � � c w V_ LL z < G G � W_ W O d z Q • CONCRETE DETAILS LICENSED ARCHITECT AR�2780 BARRETT SKIVER CRAIG STATE OF IDAHO SHEET# 6 6-CONCDET2 5ERVIGE METER AND PROVIDE POWER FOR LOW TEMP DATE: MAR 06 DISTRIBUTION PANELS BASEBOARD ROIECT a: 0502 VEHICLE EXHAUST SY5TEM ELECTRICAL D15TR15UTION 5"50L5 DRAWN BY: B-CRAIG CHECKED: B-CRAIG IYY Q.p DUPLEX REGEPTIGAL OUTLET(II0/I2OV) REVISIONS: 48 eo` &� 4e 45 DUPLEX RECEPTACLE OUTLET(5PLIT-WIRED) (110/120V) SINGLE RECEPTACLE OUTLET(220/240V) \\ f \ q yI DUPLEX REGEPTIGAL OUTLET(110/120V) GROUND FAULT CIRCUIT INTERRUPTER A-6® I ` A-pal PROVIDE POWER FOR L_ �4 A_2✓ ROOF TOP HVAC UNITS YY 2 DUPLEX REGEPTIGAL OUTLET(110/120V) a 42"A.F.F. AND COW.OUTLET FOR 02006 BY BALTEUS DESIGN a I MAINTENANGE(TYPICAL) DUPLEX REGEPTIGAL OUTLET(110/120V) WEATHER PROOF(GFCU GROUP,(BARRETT SKIVER 22CV ` _ _ _ CRAIG)THESE DRAWINGS QUADRUPLEX RECEPTACLE OUTLET 010/120V) ARE THE PROPERTY OF THE R.N , I / ARCHITECT AND MAY NOT R��; -\ BE REPRODUCED. L A-5 q B n r J / ° SINGLE RECEPTACLE OUTLET(OHGD OPERATOR) (110/120V) CONTRACTORTOVERIFY ` 1 ® ® ® FLOOR MOUNT DUPLEX REGEPTIGAL OUTLET(110/120V) A CHITECTOFANND YOTIFY !N INI VARIATIONS. WRITTEN DIMENSIONS HAVE fI g 0 TELEPHONE/DATA OUTLET ((2)GAT-5 CABLES HOME RUW W A-13,15 I I PRECEDENCE OVER SCALED �� i B-I r DIMENSIONS. \ CAEILE TELEVISION OUTLET((-75 OHM R66)(2)GABLES HOME RUN) � � q NJL SPEAKER LOCATION M N B-133--' L RTU J U SPEAKER VOLUME CONTROL 0 ¢ L a I Beal n 3s ( Cie THERMOSTAT LD -0 QN,N eai O -f B4 ELECTRICAL PANEL(RECESSED) V 'L m o N _ —� �1 � ELECTRICAL PANEL(SURFACE) V ++ ® \ I ^^��- 5-4 1 10 8-41 / � B 2 410 ELECTRICAL METER AND DISCONNECT H;/1 N8- 1 ✓ B-I 8-31 COAX H07 > s N O O �__ Eli DISCONNECT W N Q H _ o 0 5-25 E ® SPECIAL OUTLET(WATER HEATERS) B 29 8�12 B_6 ❑1 JUNGTION BOX 3 p O \ A 3 A-2123 / `\ B-31 _ I mo: 5-39 IN FLOOR IN FLOOR / WIRING LYE CYO z o MULTIPLE DATA/COMMUNICATION/POWER OUTLET. (1)DUPLEX OUTLET(5TD), 1 O(1) DUPLEX OUTLET(ISOLATED CIRCUIT),(4)GAT 5 GAEILE5 HOME RUN(IN \ O g R CONDUIT) TO COMMUNICATIONS/NETWORK EIOARD AS INDICATED. ° L )L --�IN FLOOR L? j —— - ALL ELECTRICAL TO BE IN ACCORDANCE WITH THE 2005 N.E.G.AND ANY STATE IN FLOOR / �, B 31 B 3v d LOCAL CODES. ` B-41 _ -��A-2527 B-33+—- ----- B-35 _ P B-33�� 5-15 IN LOOK € A-BJS s T � i son IN315PD &CONVENIENCE 7 * `—� --12 \ 1�- IN FLOOR 1 DISLOIAEGT L 8 B 5-41 -D PARTS BELOW OUTLET N � d WAG Ill 5E HI AND M2 FOR LOGAnON a zl4 son L111FI15ED 8-37 -- DI5LOId6LT I J 15t LEVEL ELECTRICAL D15TRIBUTION PLAN o OUTLET SCALE: 1/0' = 1'-0' Z OO WAG#2 B-ST 5M MI AND H2 FOR LOCATION _ Q A-25X 6W AMP MAIN F*M(PU CT MET Rl* UNFINISHED y3j w W12 ate A5 REQUIRED 13Y LOCAL UTILITY SPACE Z 8-37 1215COREGT COMPANY)SURFACE MOUNT,22000 AC z NEMA 3R ENCLOSURELa uj Q 3 N OUrLET 4� IENCE O ,� Q NYC cam. z Q 5ff MI AND H2 FOR LOCATION wo 225 A 225 A 225 A 225 AMP 225 AI-MP 2 225 AMP CT METER SOCKET PER 3 P 3 P 3 P 3 P 120/208 120/ P i2 /208 A-299 UTILITY REWIREMENTS (GI-ECK LOCAL CODf5) C�T �7 30 34) 3 ELECTRIGAI.DISTRIBUTION DISCOHF5E B-37 wsE SRKR E& ER2KR I 2n[) LEVEL ELECTRICAL D15TRI5UTION PLAN ENS 62/0 AWG CU SCALE: 1/0' = 1'-0" ZoLrmEr LICENSED ARCHITECT WAG µ AR-27B0 SEE MI AND M2 FOR LOCATION TO GROUND A37,3Y ��UD B-37 (8)350 MGM CU 5ERVIGE ENTRANCE I - BA��T�SKIVER CRAIG DI5001AEGT GABIS IN(2)4"CONDUIT FJ5ER5(RG5) 1 #4/0 AWG CU AND(1)#2 AWC,GROUND IN A 2'CONDUIT. OUT�lE NIENGE P0�SOURCESTATE OF IDAHO �q�L qC, 1 PRe OR COMBINATION OF PAN35 WITH F=TA I L a+ELECTRICAL SUPPLY PANELS ' NyA6,5 ONE 600 MAIN D15GONNECT AND THREE BREAKER5 NT5 THE ELEGTRIGAL CONTRAGTOR SHALL SE RESPONSIBLE FOR INSTALLING ALL ELECTRICAL PER THE NEG GODS. SHEET# SEE M AID M2 FOR LOCATION OR NBC CODE COMPLIANT EQUIVALENT. WHEN DISGREPANGIES ARISE THE CODE SHALL BE U5E0 FOR BIDDING AND GON5TRUGTION PURP05E5. .�ftob Et-DIST 4"CONCRETE SLAB DATE: MAR 06 GOMPAGTED ENGINEERED FILL PROJECT#: OS02 AND 3"LEVELING COURSE DRAWN BY: B•CRAIG 20'4" 24'-0" 20'-0" CHECKED: B-CRAIG REVISIONS: O 6 r a 20'-0" ' 4 T 5LOPE TO DRAIN p Q GROUP BYA LTELI S DESIGN �p CRAIG)THESE DRAW K INGS ARE THE PROPERTY OF THE 101-O ARCHITECT AND C REPRODUCED. MAY CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY Q ARCHITECT OF ANY VARIATIONS. 4"GONGRETE 5LAB ON 95% YS WRITTEN DIMENSIONS HAVE COMPACTED ENGINEERED FILL-]- ILL PRECEDENCE OVER SCALED DIMENSIONS. 4 TiZASH AND 3"LEVELING GOUR5E O Q o a U . n TRASN ENCLOSURE ,GALE: 1/0' I'_0' L 6 v •� m o 0 3 LU N Q Il'-8" i C 0 ro Q 3 zo CC] m O z a x A \\ 0 uT 1V� � \6A °o 0 4"C.ONGRETE SLAB ON 956 GOMPACTED ENGINEERED FILL AND 3'LEVELING 6OUR5E Q� 4"CONCRETE SLAB ON 95% COMPACTED ENGINEERED FILL 0 AND 3"LEVELIN6 COUR51E 24'-8" cC L c w LU Q 6 J :.. .:.. .... : . 4'CONCRETE SLAB ON�qK GOMPAGRET ENGINEER i :'.:;".. - - P9 II I 16'-0 Ib'-0" z AND 3"LEVELING COUR z ¢ C 2 32 2 3 bi-0ii 5i�i b'-O" 5'-0' G vi 4 0 o C4 a o SITE CONCRETE PLAN 29'-b' 12'-0" 3 26-2' 8'-O" 18'-0' 6'-0" 18'-0" 6-0. 54'-0" LICENSED ARCHITECT AR-2760 57E CONCRETE PLAN' SCALE: I/S" a P-a" RARRETT SKIVER CRAIG STATEOFIDAH0 SHEET# 2 2-SITECONC 1 I DATE: MAR 06 PRO)ECT$; 0502 TO MEGHANIGAL DRAWN BY: B-CMG ROOM B-CRAIG CHECKED: REVISIONS: - - - - - - - - -_ - - - - -_ —_ —_ —_ —_ _ _—_—_—_—_ —_—_ I �r _—_ _—_—_—_—_—_—_—_—_ —_—_ _— — — — — — �� - - - - - - - - - - I I �_- - - - - - - - - - - - - - - — - - -- J d}10066YBALTEUSDESIGN II —�I -~" �- — — —"'� '" — GROUP, BARRETT SKIVER _ _ _ _ ARE THE PROPERTY OFTHE ARCHITECT AND MAY NOT C— BE REPRODUCED. I I — - - — — — — — — — �— — — — — — — — - - - — TOOL5TOR/ — I I I — — — - - —� CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF ANY III - - - - - - 1 - - - - - — � 1 I MECH.ROOM — I I I I I � - - _ _ — — - - — - - - - - VARIATIONS. — — — — — — — — — — — — — — — — — — WRITTEN DIMENSIONS HAVE J I ( _ _ _ _ _ _ _ _ _ _ _ _ PRECEDENCE OVER SCALED - - - - - - - - - � - - - - - - - - - L_��` _��J� I C - - - - - - - - - - - - - - - - - - - DIMENSIONS. �— — I I I I - - - - - - - -� r-- - - - - - - - - r - - - - - - - - - - - — - -�� 9 J=J-�J�- _______�� I I �C_--_ � J I I I I�(� - - ] © -- - - - - __--------- a L a _ _ _ - - - - - - - _ -� - - - - - - - - - - -� IIIII III - � '® � - Q -� NN - - - - - - - - — - -JJJIIIII BOILERS - o V m o0 r—_ __________ _ I I I I I I _ r � —___—_- - _—� III - Q 3 zo _ a7 an _— - - - - - -_- - -� III —C_ _ _ _ —_- - -_ __ � _ - - - - - - �J I I I I 0d '"5 — �— O I — — __-- — D C - - - - - - - - - - - I TOMEGHANIGAL C — — — — — — — — — — — — — — — — TOR�hIEGHANIGAL ROOM - - - - - - - - - - - - - � G - - - - - - - - - — � NAWFOLD D -_-`-��---=�0-=� MANIFOLD F O o::]= TTOOOMGHANIGAL ►III �� — r1 I I �1 I o 4— IjIjIiIlI11i11111I111111 � III ______ __=__�J� IIII11111 LL `°— I I I I I I I I I I I I I I I I( _ —_ � ROOM _ TO MECHANICAL- _ — — — — — — — — — —1 I I I I I � f f-1 C J I I I I I �-�__=__= _ _�I I I I I I I J o 1 ( IIII L� - - - - - - - - - - - IIIIIIIIIIII o I - - - - - — - ----_--- I I L�_ __________�J 1 1 1 1 1 1 1 1 1 1 1 1 3 �L - - - - - - - - -� / © I C- - — ___________= 1 1 11 IIII 1 111 z - z MANIFOLD E - - - - - - - - - / - - - - - _— _— _� � If�Illl a --- - - - -l- - - -_— _ _ - - - - - - - - _ N - - - - - - - - 0 o --_ -_- - - - - - - - - - _ - - - - - - - - - - _ I a z AALLLLPIPE5PAGIN6roBEls"OG. 'III'( I- - - - - - - - - - - - ` - - - _ — _ _ — _ - - J (T(PIGAL) IIII —_—_— - ___ _______ ______________________— _ H V A C P L A N — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — LICENSED ARCHITECT / AR-2780 NOTE- REFER TO RFH SPEGS FOR BARRETf SKIVER CRAIG Y � I DISTRIBUTION PIPING SCHEDULE / AND DETAILS STATE OF IDAHO let FLOOF�,' FIAD IANT FLOO1, FLAN sxEET# SCALE 3/16' = P-0' Z M2 1 M2-HVAC1 I DATE: MAR 06 PRO)ECT 0: 0502 DRAWN BY: B-CRNG CHECKED: B-CRAIG REVISIONS: i —-—-—-—-—-—-—-—-—-—-—-—- --------EVERGREEN STREE7------------------------------ ------ I 02006 BY BALTEUS DESIGN 1 i GROUP, BARRETT SKIVER WATER METER LOCATION COMMUNICATIONS VAULT CRAIG) HESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED. 2�IO.O' CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY 0e0 OOD COO 0&0 090 ARCHITECT ANY EXISTING HYDRANT VARIATIONS.S. WRITTEN DIMENSIONS HAVE ' r----- — -- -- -- -- -- — -- — -- -- , I EISO OVER SCALED ---------------- — -- DIMNSON I I RIG TION VAL 5 ' NEW VEHICLE DISPLAY(12 SPACES) NEW VEHICLE DISPLAY(-I 5PAGE5) I I C7 L I I I 1 � ba � yam•M NOTE: — Ira O ow I N L a EXISTING UTILITY LOCATIONS(FIELD I p U u s NEW VEHICLE DISPLAY(5 SPACES) VERIFY).VERIFY LOCATION OF I I Gn w GOMMUNICATION5 GABLEING FOR I > t 1 TIE OFF AND PROTECTION N . 1 ;� i OWNER5 COMMUNICATIONS TECH B LU I I LL] of Q ~ ARGHITEGT BEFORE EXISTING 11 I I t: ` R w BUILDNG 15 DEMOLISHED. Q a m 3 00 Q EX15TINOBUILDING - - - - - - - - - - -- - � LOCATION(TO BE 1 \ p o REMOVED) I N I I a LIJ ASPHALT PATCH BACK I J I A5 REG. g m 0 ' I I J I � I IL g a IN I I IY 1 0 I � W cu = FIRE SPRINKLER RISERAl I � La I I /o ❑ o V 1 1 e I a 1 I 1 31 . I I 1 z z I ' a FRENCH DRAINS EXISTING SEWER I � i l ------I LINE I------ 1 I I i i I I I E Q ASPHALT. BACK -'- , , '-"T � I Q I I � � Q � A5 RE0. I I I I I i i I W I I I c z ' I 1 l � - I— EXTENT OF CONSTRUCTION I I SITE PLAN 1 ` � ❑ I p 1 I 0 o c N f� I C0570 I ER PARKING LICENSED U5ED VEHIGLE DI5PLXY I }j -( 5PAGE5) (5 5PAGE5) ARCHITECT AR-2700 I . ol EXI5TIN6 SEWER TAP _ _ BARRErrsRN�aGwlc EXISTING TRAN5FORMER RELOCATE GAS METER N STATE OF IDAHO AS REQUIRED S I I-I-E FLAN SHEET# SCALE: 1/16' - I'-0' 1-SITE LOW TEMP.BA5EB0ARD HEATER REFUSE GLEANOUT PLENUM DATE: MAP,06 NOTE:#2 @ 4'-0"A.F.F. Y PROJECT#: F)3- 0502 "� i r'T DRAWN BY: B-CRAIG CHECKED: B-CPAIC+ C.O. I J �� — REVISIONS: LLIA ++ i ti I I ❑ TTT -' ❑ D53 NOTE:FIRE DAMPERS WE I @ FLOOR W/ACCESS DOORS ! '-a GROUP BtBARRTETT SKIV RN I I(400 CFM 22x14 UP 22x14 UP ❑ ' ❑ ARE iFi P OPERTY OF THE RCU I ON Ino 3(EXHAUST DUG TO RTU 2 TO RTU 2 5" CD3 ARCHITECT AND MAY NOT ❑ ROOF D IN J015T 5PAGE) ( BE REPRODUCED. CONTRACTOR TO VERIFY RVI ON - DIMENSIONS AND NOTIFY I I ARCHITECT OF ANY ROOF RVt 10 1 I ■ VARIATIONS. RV1 24x24 UP 3 1 �" ■ 24 I I5� all, PRECEDENCE OVER SCALED E TO RGU I cDs CD3 1 IcUs 4"0■ I ■ 8 zoo ® TTT D DIMENSIONS. @ 18b"A.F.F. ❑ e 40 1 5„0 t "xl4". 12"� cpz SD b' ' DGl 1 OGt "IO 5'D4 200 TO RTU 2 �I 05 L Q DG7 8"0 EG�7 ( E 1" ■ I Lf Q 2t�' DG2 '--Cl "� � NOTE:#2 C. . -gym l"a p DG7 O IO" ® a �[� CO N N cos 8"0 1 "- 1 �— T ALL OUGTWORK IN CEILING Rj B- ❑ 40 8"m ' RG3 1 tr i 5PAGE AND J015T5 v =x Y °0 cps 10 6� cDI -- ----s� V Q 140f 14 b n Q ao 10" 3so v N —_--! : R°z TO RTU I �14ta .724"0 UP TO RTU I ■� a N z II�� I I �I ;M NOTE:#I .0. RG2 124'10SPIRALrilm"7" J 24'0 UP TO RTU I VEHICLE CLE EXHAUST FLAT`l Z a s= SCALE: 1/6' P-0' m = O 0 VOLUME 0 ' 052 IW �uT DAMPERS DAMPERS _ —I VEHICLE x�4,4UST S MBoLs �E 12'REGULAR DUCT @ Ib'-O"A.F,F. ; -4+ Usl• ABOVE CEILING I VEHICLE EXHAUST EXTRACTION SYSTEM BY CAR-MON .. �0 @ IS'-0'AP.F. Dsz INDUSTRIES. NATAL DUCT PENETRATES o ■ SYSTEM TO BE IN FLOOR UJ/AUTOMATIC SEALING DOORS WALL(50 IT) I AND HOSE STORAGE IN FLOOR RECEPTACLES '_j o IN FLOOR RECEPTACLE 3 IN FLOOR DUCTING,(PITCH 1/40) , ELEVATED EXHAUST EXTRACTION FAN 0 t @ 18'-0"A.F.F. NOTES- I. INTERLOCK G.O.DETECTOR W/OUTER DOOR ' OPERATOR. OUTER DOOR OPEN5 WHEN G.O. i EXGEf)5 ALARM LEVEL.(COORDINATE I � LOCATION AND ELECTRICAL REQUIREMENTS F L O o F P V A C FLAN 0 -4— let INCLUDING CONDUIT W/ELECTRICIAN) I'-0" Z = _ 2. INTERLOCK G.O.DETECTOR TO OPEN BOTH SCALE: 1/0' :3 RELIEF VENTS AND TURN ON FAN ONLY IN ♦�"vv RGUA(COORDINATE LOCATION AND Rc2 L ELECTRICAL REQUIREMENT5 INGLUDING ^^ee CONDUIT W/ELECTRICIAN) W 1 NOTE:FIRE DAMPERS REQ. OR o i ®FLOOR W/AGGE%DOOR5 Q 3. EXHAUST FAN EF-I 70 8E INTERLOCKED V4/ i � LIGHTS IN HALLWAY(COORDINATE W/ Ib"mom -- 2W1-4 UP 22x14 UP i --- ORT2 ORU2ELECTRICAL CONTRACTOR N® ' z z I COORDINATE INSTALLATION OF DOOR GRATES U11TH DOOR 1 Q NVAC S�'1"I80L5 SUPPLIER AND DOOR INSTALLERS cos cps L_ cos G 1 I so 150 l so 1. W c:e SUPPLY DUCT UP ; :- 8"0 ■ I " d Q o Ibxl4 .�b„0 o z Q � I t-� TO RTU 3 1 ■�8" •------ RETURN DUCT II-U6ER 5Ci"t l/UL J ..�12.0 .. .. 16='0.� NECK RGU 3 ON f L HVAC PLAN SYM SIZE TYPE QUANTITY TYPE MFG. AND MODEL. SUPPLY DIFFUSERS GD-1 24"x24" 10" 4 WAY I LAY IN TITU5 DAT 10"3 SLOT +A PIA ROOF GT?-2 24"x24 8' 4 HAY I LA I TITUS PAT "2 SLOT Ibxl4 UP -� Imo- CD-3 61xb' b 2 KAY 2 SURFACE TITU5 TDG b-I-26-2-T7-100 TO RTU 3 �'� 8"� �~ 8"0 8"0 8"0 8' RETURN DIFFUSER GD-4 6"xb" 6. 3 WAY I 5URFAGE TITUS TDG b-1-26-3-D-100 GD-5 24 x2 6 4 HAY b LAY IN TITUS PAT 6"I SLOT cos cos CDs cos cUs LICENSED A GD-6 8'0 all 4 DUGT TITUS R-5 150 150 150 150 750 AR-z7eDRCHITECT EXHAUST FAN INLET,(FOR GROAN INLINE P5I NA FABRIC DUCT NA NA DUGT50X SEE MEGHANIGAL SPECS VENTILATOR FAN SYSTEMS) P52 FABRIC GT NA NA DuGT50X SEE MECHANICAL 5F'EGS — EXHAUST FAN DUCTING,(FOR GROAN INLINE D55 NA FABRIC,DUCT NA NA DUGT5OX MECHANICAL SPECS VENTILATOR FAN SYSTEMS) 56-1 I4'xlb" NA DOOR GRILL TITUS GT TOO L W/AUXILIARY FRAME DG-2 72 xa DOOR GRILL I NA TITUS GT 100 L W/AUXILIARY FRAME HANG DUCTWORK AT HIGH BARRETt SKIVER CRAIG GROAN REMOTE INLINE VENTILATOR SUPPLIED G I e"x8" 7' EGG GRATE 2 LA IN TITUS 5OF-3 8x8 CD 15YME 2 5'ELECTRICIAN,DUGTEDNENTED BY E EG- 8"x8 EGG GRATE 2 5 ACE TITUS 50F-1-bx8 MECHANICAL CONT. STATE OF IDAHo R61 22"x22 SEE DWG EGG GRATE 4 LA IN TITUS 5OF-3-22x22 O CC C PROGRAMMABLE ELECTRONIC THERMOSTAT RG2 22'x22 5EE DWG EGG GRATE 3 DUGT T TU5 5OF-1-22x22 Z SHEET# GAS FIRES ROOF TOP UNITS RG3 10 xl0 V" EGG GRATE I SURFAGE TITU5 5OF-3-IOxIO SCALE: 1/0' = 1'-0" m I MI-HVACI j DATE: MAR 06 PROJECT#: 0502 DRAWN BY: B-CRAIG A NEW AUTO DEALERSHIP FOR: A N� PTION CHECKED: ION ErG REVISIONS:��/��35�"22-Ob 11 IrRE� T TITLE SHEET/NOTES APR 2 0 2008 S STRUGTURAL NOTES/SPECIFICATIONS CITYOFTWIN FALLS D DEMOLITION PLAN I FULL 51TE PLAN 2 SITE CONCRETE PLAN 02006 BY BALTEUS DESIGN 3 SITE CONCRETE DETAILS GROUP,(BARRETT SKR 4 FOOTING/FOUNDATION PLAN CRAIG)THESE DRAWINGIVES ARE THE PROPERTY OF THE Middlekauff 5 CONCRETE DETAILS ARCHITECT AND MAY NOT BE REPRODUCED. 6 CONCRETE DETAILS CONTRACTOR TO VERIFY 7 FLOOR PLAN DIMENSIONS AND NOTIFY ARCHITECT OF ANY H ori �A 8 2nd FLOOR FRAMING d 2nd FLOOR PLAN VARIATIONS. 9 WINDOW 5GHEDULE5/WINDO 5GHEDULE5 WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED 10 ELEVATIONS DIMENSIONS. II ELEVATIONS 12 ROOF FRAMING PLAN CL a 13 BUILDING SECTIONS �N 14 WALL SECTIONS O Q b 15 WALL SECTIONS V ^ M 16 WALL 5EGTION5 z 7 cb ac 1-7 DETAILSH L do `�`�" OWNER: MIDDLEKAUFF AUTO GROUP STRUCTURAL ENGINEER: EHM ENGINEERS,I.N.C. 18 INTERIOR ELEVATIONS V 1243 BLUE LAKES BLVD.NORTH RICK MORROW,P.E. 19 INTERIOR ELEVATIONS/CABINET DETAILS V� Q) «v+ TWIN FALLS,IDAHO 83338 621 NORTH COLLEGE ROAD 20 INTERIOR ELEVATIONS/CABINET DETAILS NO CONTACT TWIN FALLS,IDAHO 83301 21 INTERIOR ELEVATIONS/CABINET DETAILS -� v (208)734 4888 22 INTERIOR ELEVATIONS/CABINET DETAILS N Q H HONDA REPRESENTATIVE: JOHN IRBY 23 REFLECTED CEILING PLAN M ELECTRICAL ENGINEER: INFINITY ENGINEERING s. ASST.ZONE MANAGER 24 FLOOR FINISH PLAN MARKET REPRESENTATION BRENT WALLIN,P.E. 25 FURNITURE PLAN m O Z= AMERICAN HONDA MOTOR CO.,INC. 1415 FILMORE 26 FINISH SCHEDULES =o 16800 N.E.SANDY BLVD. TWIN FALLS,IDAHO 83338 27 FINISH 5GHEDULE5 PORTLAND,OREGON (208)732 0548 \ O MAIL STOP: PTL PI PLUMBING FIXTURE PLAN W NO CONTACT MECHANICAL ENGINEER: GLENN ELWELL,P.E. P2 PLUMBING PIPING PLAN 251 C SOUTH 400 WEST MI HVAG/VEHICLE EXHAUST PLANS JEROME,IDAHO 8333 M2 HVAG/RADIANT FLOOR HEAT LAYOUTS ARCHITECT: BALTEUS DESIGN GROUP (208)324 4042 BARRETT SKIVER CRAIG,AIA El ELECTRICAL DISTRIBUTION PLAN 112 SOUTH LINCOLN,STE#2 E2 ELEGTRIGAL LIGHTING PLAN GENERAL CONTRACTOR: STANLEY ASSOCIATES,I.N.C. JEROME,IDAHO 83338 E3 PANEL 5GHEDULE5 (208)420 9703 GREGG McENTARFFER,TIM POLLARD 1887 HIGHLAND AVENUE EAST TWIN FALLS,IDAHO 83301 O (208)7340455 t NOTES: PLANNING; AND ZONING; 5 "I5OL LEGiEND CITY OF TWIN FALLS ° 77,865 77,865 PLAN ANALYSIS BASED ON 2003 INTERNATIONAL BUILDING CODE °- PROPERTY DEVELOPED = MAKE NO GRANGES TO CONSTRUCTION DOCUMENTS WITHOUT PROPERTY SIZE AND LATEST ADDITION OF INTERNATIONAL FIRE CODE H EXPRESS WRITTEN PERMISSION FROM ARCHITECT. NEW PROPERTY DEVELOPED (EXISTING DEVELOPMENT) O WINDOW ID TAG CONTRACTOR TO SURVEY EXISTING CONDITIONS AND CITY OF TWIN FALLS ZONE DESIGNATION GI Architect of Record: 13ALTEU5 DESIGN GROUP,BARRETT SKIVER GRAIL,AIA J NOTIFY THE ARGHITEGT OF ANY DISCREPANCIES BEFORE AUTO DEALERSHIP Job Address: I237 BLUE LAKE5 BLVD.N q} TWIN FALLS State: IDAHO ZIP;55301 w GOMMENCIN6 WORK. OCCUPANCY OR BUILDINn USE Oj DOOR ID TAG y` p Legal Descrlptlon: PROVIDED BY OWNER IF INFORMATION ON A PARTICULAR SYSTEM OR CONSTRUCTION LANDSCAPING O� o` DETAIL 15 LAGKIN6 OR INSUFFICIENT,NOTIFY ARCHITECT FOR CITY OF TWIN FALLS REQUIREMENTS: 10%OF PARKING REQ. A Occupancy Glassificatlon: B,51 OR 3% OF DEVELOPED PROPERTY AREA Occupant Load Per Area: INTERPRETATION BEFORE STARTING WORK. � y p Q '^ THI5 BUILDING PROJECT 15 BASED ON SPECIFICATIONS D e B INTERIOR ELEVATIONS Offices: 54 Repair: 33 OBTAINED BY HONDA CORPORATION,BASED ON THEIR 77,865 * .03 = 2336 SF 4,455 * .10 = 445 SF Number of 5torles: TI O 2nd Floor: 24 Total: III Z LL DEALERSHIP IMAGE PROGRAM,DATED FEBRUARY 2005. Floor Area: Exits Required: Offices: 2 Q MATERIAL 5PEGIFIGATION5 LISTED ON THE GON5TRUGTION PROVIDED G Basement: 1st,* 12,062 5F 2nd Floor: I Repair: 2 DOCUMENTS RELATE TO 5PEGIFIGATION5 LISTED IN THE EXISTING 10055 SF NEW 5,708 SF p DESIGN INTENT DOCUMENTS,WHICH ARE A PART OF THE 16,3G3 __—PL.HT. ® FINISH FLOOR 2nd. 2400 5F Garage. Emergency Lights: Yes:x No: U CONSTRUCTION DOCUMENT PACKAGE. IF THE DESIGN TOTAL LANDSCAPING PROVIDED I10'-O'—� Type of Construction: /-B Exlt 51 ns: Yes:x No: w YES,30' EXISTING STRUGTURAL ELEVATION yp g INTENT DOCUMENTS ARE NOT INCLUDED IN THE PACKAGE, ARTERIAL REQUIREMENTS Maximum Floor Area Allowed By Gode Electrical Plans: Yes:x No: 0 Q CONTACT THE GENERAL GONTR4CTOR,OR THE ARGHITEGT I 5q.Ft. 65,000 Plumbing Plans: Yes:x No: ° z FOR A COPY. SECTION GALLOUT Automatic inkler: Mechanical Plans: Yes: No: NOTE THAT THE OWNERS WILL BE OPERATING THEIR BU51NE55 OFF STREET PARKING q 5Pr x OUT OF A TEMPORARY TRAILER DURING CONSTRUCTION AND CITY OF TWIN FALLS REQUIREMENTS N PARKING STALL Yes x No Full X Wind LOad:gO MPH Seismic GIa55: G THAT DELIVERIES,STAGING,AND CONSTRUCTION 5TA6E5 PER 600 SQUARE FOOT OF SALES E Partial Wet�_Dry x Snow Load: 25 PSF TITLE SHEET NOT SHOULD BE COORDINATED WITH THE OWNER THROUGH THE A le 3 Basis for Gode Allowed Increases: Foundatlon Bearing Pressure: 1500 P5F ARCHITECT BEFORE SUCH TIME AS THEY OCCUR. DETAIL GALLOUT 5prinklers: Yes: x No: Fire Walls Req'd: 6,825/300 = Other: 50%FOR FRONTAGE INGREASE Yes:_No: x ALL CONSTRUCTION TO MEET OR EXCEED THE 2003 INTERNATIONAL BUILDING GODE, INTERNATIONAL ENERGY PROVIDED LICENSED NA 12 ?-# FINISH DESIGNATOR Occupancy Separation ARCHITECT ARCHITECT CODE, AND ANY LOCAL CODES AS APPLICABLE. EXISTING NEW HDC SPACES 2 Yes:—No: X AR-2780 Comments: *5414 S.F.OFFICE d Area 5eparatlan Req'd: DISPLAY,6648 S.F.REPAIR AND Yes:_No: X SITE DRAINAGE ® NOTE DESIGNATOR PARTS STORAGE Fire Hydrants Within 1000 Ft.: PROJECT CONSISTS OF REPLAGIN6 AN EXISTING BUILDING #1 I80'NORTH/WE5T #2 240'EA5T AND SECTION OF ASPHALT PARKING LOT WITH NEW BUILDING BARRETI SKIVER CRAIG (SAME OCCUPANCY) AND LANDSGAPIN6. NO INCREASE IN >t3 326'sourH w4 STORM DRAINAGE RETENTION 15 REQUIRED. HOWEVER,(2) STATEOFIDAHO 40 SUB SURFACE DRAINAGE SYSTEMS,(FRENCH DRAIN) WILL BE (ANALYSIS BASED ON CITY OF S AND JEROME STANDARD FOR15) INSTALLED ON THE 1NE5T SIDE OF THE STRUCTURE FOR THE SHEET# RUNOFF OF THE ROOF DRAINS. / T T-TITLE f-1 TIE INTO EXI5TIN6 SEWER LINE DATE 06 - - -S- -I- - - - - - - - - - - -5-- - - - - - - - _ PROJECT#. 0502 -----------------RRE-64N€----------------------------------------- -----------------F-REE-L-IME----- DRAWN BY: 6-CRAIG R15ER ; G0T6 I CHECKED: BCRAIG REVISIONS: I I i i � I GOLD I ROV I � I I IDE 51#JTOFF I I ® LETSVRN VE oI&RRT SKIVER DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT +ems#+ BE REPRODUCED. PROVIDE SFUTO ALVES i� CONTRACTOR TO VERIFY FOR EACH 5TATI - I ARCHITIECCT OF AND NOTIFY VARIATIONS. WRITTEN DIMENSIONS HAVE i PRECEDENCE OVER SCALED DIMENSIONS. H05E , ®® REEL5 8-0"AF.F. I GAOIR --- -�i -- ---- -.--- �-_ V' IGAL) - ii cn^ aO�p W V N F—Ei ® STOFFVALVE on O Jf ICA Vm4H - E----------------------------i ----------------EXTERIOR WTER VALVE I GONTROL BOX Ff =INC LEGEND SLEEVE FOOTINGS AS REG. OFF- VN �dMNr0n' F-Ul TYPIGAL I \` I ----�---- MAIN WATER LINE \` I r4R +-4NE FIRE SPRINKLER SYSTEM WATER LINELL \ O � I , E�W GOLD WATER x IW— HOT WATERLLI a 5EWER 1 (�� Al— COMPRE55ED AIR LINES 0 FR05T FREE H05E BIBS ' $ FROST FREE YARD HYDRANT 1i 3 I z .s Z I N DC"IESTIC PIfE 61 INC- + �°- z a I 001,E5TIG WATER LINES SHALL 13E 51ZED ACCORDING ; TO THE TABLE 13ELOW,UNLE55 OTHERWISE NOTED. I I'POLY PIPE(BURIED - 2 THESE PLANS ARE 5GFEMATIC IN NATURE AND DOE5 NOT i PLUMBING PIPING PLAN 3'-0"MIN)FOR HYDRANTS NECESSARILY SHOW ALL PIPING RUNS. f 3 CONTRACTORS OPTION TO INSTALL A FACTORY SHOCK � AB50RDER IN AGGORDANGE W/PDI-NH2O1 AT THE TOP OF EACH FIXTURE 6ROUP,OR A 10'GAPPED AIR -- i LICENSED CHAMBER AT EACH WATER SUPPLY. , ARCHITECT -- AR-2780 "OF FIXTURES PIPE SIZE (IPS) IOR2 _ - 3 TO 5 5/4" z ' ' �`��6 TO 10 1• - SCALE: 3/16' I'-m' _ --_ II TO IS I-1/4" � -_ _-- BARRM SKNER CRAIG I6 TO 25 1-1/2" ---_ _ -_- 24 TO 42 2^ --- --- ---"----------_ STATE OFIDAHO SHEET# P2 P2-PLUMB2 6 SEWER CAPACITY FEE CALCULATION May 11,2006 Middlekauf Honda(showroom) 1237 BLBN VALUES Number New DFU/Unit Existing DFU/Unit Total DFU Lavatories 5 Lavatories 21 3 Water Closets 4 Water Closets 21 2 Urinal 1 Urinal 0 1 Water Softener 0 Water Softener 0 0 Mon-Sat 7:30 Am-8:00 Prr 12.5 Hand Sink 1 Hand Sink 1 0 Dishwasher 0 Dishwasher 0 0 Bar Sink 0 Bar Sink 0 0 Cloths Washer 0 Cloths Washer 0 0 Kitchen Sink 0 Kitchen Sink 01 0 Shower 0 Shower 0 0 Drinking Fountian 0 Drinking Fountiar 0 0 Mop/Service Sink 1 Mop/Service Sink 1 0 Hose Bibb 0 Hose Bibb 0 0 Holidays 6 Laundry Sink 0 Laundry Sink 0 0 EHrs /Wks 6 Floor Drain/Sinks 4 Floor Drain/Sinks 0 4 Day 12.60 Swimming pool 0 Swimming pool 0 0 Hot tub/whirl pool 0 Hot tub 0 0 Residential $ 279.00 Other 0 Other 0 0 Duplex $ 444.00 16 Apt/unit $ 222.00 Moble H Parks &Small $ 165.00 Comm. Number DFU/Unit Lavatories 3 X 3 = 9.00 DFU Flow per 1000 Igals 1.855 Water Closets 2 X 4 = 8.00 DFU BOD $/Ib 0.738 Urinals 1 X 4 = 4.00 DFU TSS $/Ib 0.749 Water Softener 0 X 4 = 0.00 DFU BOD(lbs) mg/1 200 Hand Sink 0 X 2 = 0.00 DFU Usage/Unit 1 0.5 gpm Dishwasher 0 X 2 = 0.00 DFU Conversaion 1mg/I to lb 0.00834 Bar Sink 0 X 2 = 0.00 DFU Cloths washer 0 X 3 = 0.00 DFU Kitchen Sink 0 X 3 = 0.00 DFU Factor Usage Shower 0 X 3 = 0.00 DFU Medical 6% Drinking Fountian 0 X 0.5 = 0.00 DFU Church 4% Mop/Service Sink 0 X 6 = 0.00 DFU Office 4% Hose Bibb 0 X 2.5 = 0.00 DFU Auto Sales 4% Laundry Sink 0 X 2 = 0.00 DFU Store 4% Floor Drain/Sinks 4 X 1 = 4.00 DFU Restaurant 9% Swimming pool 01 X 20 = 0.00 DFU Gas/C-Store 4% Hot tub/whirl pool 0 X 4 = 0.00 DFU Other 0 X = 0.00 DFU TOTAL 25 DFU 12.5 Hours X 60 min/hour X 4.00% usea e = 30.0 min/da 52 Weeks X 6 days/wks 1 6 Holidays = 306 ]day/year 25.0 DFU X 0.5 gpm/DFU = 12.5 gpm 12.5 gpm X 12 min/day X 4% usea a facl 61gal/day 306.0 days/year X 30 min/day X 12.5 gpm = 114,750.00 al/ ear 114,750.00 gal/year = 114.750 gal/1000 FLOW 114.750 gal/1000 X 1 lb I X $ 1.85-5-1 $ 212.86 BOD 114.750 gal/1000 X 3.336 lb X $ 0.738 = $ 282.51 TSS 114.750 gal/1000 X 3.336 lb X $ 0.749 = $ 286.72 TOTAL SEWER CAPACITY FEE $ 782.09 rev. 10/20/05 SHB/JEM 0 DATE: MAR 06 .. PROJECT#: 0502 DRAWN BY: B-CRAIG CHECKED: B-CRAIG REVISIONS: PLUI IPING FIXTURE SPECIFICATIONS SINGLE BOWL KITCHEN SINK,KOHLER STACCATO K-3362-3 13 O W/GORALAI5 K150 71-P FAUCET,LEVER HANDLE 4 K-88I3 5TAINLE55 STEEL STRAINER 4 TAILPIECE. 16 26" SERVICE SINK,KOHLER WHITBY,K-6-710 I^1/K8g40 WIRE _- RIM GUARD AND KNOXFORD KSgO5 FAUCET W/H05E 02OD6 BY BALTEUS DESIGN GROUP, BARRM SKIVER s- CRAIG)1SHESE DRAWINGS OCOUNTER MOUNT LAV.,KOHLER PENNINGTON 1<2Igb-41NI,WHITE ARE THE PROPERTY OF THE 3 W/GORALA15 KI51g8F FAUCET,LEVER HANDLE 4 GRID DRAIN ARCHITECT A14D MAY NOT 15 BE REPRODUCED. CONTRACTOR TO VERIFY WALL MOUNT LAVATORY,KOHLER HUDSON K2861,WHITE W/ DIMENSIONS AND NOTIFYARCHITECT OF ANY ❑ ❑ - O WRITTEN DIMENSIONS HAVE CORALA15 K151g8F FAUCET,LEVER HANDLE 4 GRID DRAIN PRECEDENCE OVER SCALED HANDICAP ACCE551BLE TOILET,KOHLER HIGHLINE COMFORT O DIMENSIONS.PLUS,K-342 7-U,W/LEFT HAND TRIP LEVER AND IN5ULINER g 6 TANK LINER. HANDICAP ACCESSIBLE TOILET,KOHLER HIGHLINE COMFORT 1:13 1 6 PLUS,K-342'7-UR, RIGHT HAND TRIP LEVER AND IN5ULINER 0 i a s ❑ ❑ 3 O TANK LINER. W/ v ,0 C4 M bb - z 8 O7 HANDICAP ACCESSIBLE URINAL,KOHLER DEXTER,K-5016-ET 10 C V 2 42" GRAB BAR,BOBRICK B-6806 SERIES N/CONGEALED G� ❑ ® 10 4 7 $ MOUNTING AND COVER PLATES. H i cq LLAat 10 36" GRAB BAR,BOBRIGK 5-6806 SERIES W/CONGEALED E'er 16:1 z 5 11 12 O MOUNTING AND COVER PLATES. .� d Q m z ® 8 °o 1 m m O 10 FLOOR DRAIN,JR5MITH 22-IOG W/8" DIAMETER GRATE F c 8 O COMMERCIAL ELECTRIC WATER HEATER STATE INDUSTRIES SAND BLASTER,GSB 5215 I 11 FB �ll 3 FREEZELE55 WALL HYDRANT,WOODFORD MODEL 6"I0 W/ #RK-5TK SHORT KEY T 14 HOT/GOLD MIXING FREEZELE55 WALL HYDRANT,WOODFORD 13 MODEL HGBb7 N/#RK-STK SHORT KEY T f� 15 f1-=1J 14 FREEZELE55 YARD HYDRANT,WOODFORD MODEL N54 W/ BAGKFLON PROTECTION AND TAMPER PROOF HANDLE OTRENCH DRAIN,AGO KI005 "KLA551CDRAIN" SYSTEM I-V 15 N/SLOTTED STAINLESS STEEL GRATE -- 16 WASH BAY FLOOR DRAIN,JR5MITH MODEL 2650 BUCKET 4 GARAGE DRAIN a BABY CHANGING STATION,KOALA KB-100-00 HORIZONTAL = 1 WALL MOUNT. Q � � 14 14 r3 LL a 2 uj G W W 0 0 a z PLUMP INCH FIXTURE PLAN Z SCALE: 1/8' a 1'-0' PLUMBING PLAN LICENSED ARCHITECT AR-2780 %,lO1D ' BARRETT SKNER CRAIG STATE OF IDAHO SHEET# P1 P1•PLUMB DATE: MAR 06 PROJECT#: 0502 DRAWN BY: B-CRAIG CHECKED: B-CRAIG REVISIONS: FLU"f81NG; FIXTURE 5FECIFIGATIONS � SINGLE BOWL KITCHEN SINK,KOHLER STACCATO K-5362-3 W/CORALA15 KI50-11-P FAUCET,LEVER HANDLE 8 K-8813 5TAINLE55 STEEL STRAINER 4 TAILPIECE. 16 28"SERVICE SINK,KOHLER WHITBY,K-6-710 W/K5g40 WIRE 2 RIM GUARD AND KNOXFORD K8g05 FAUCET W/HOSE 020136 BY BALTEUS DESIGN GROUPOUP,tBARRETT SKIVER O CRET THESE DRAWINGS 3 COUNTER MOUNT LAV.,KOHLER PENNINGTON K21g6-4N,WHITE ARETHE PROPERTY OF THE W/GORALAIS KI51g8F FAUCET,LEVER HANDLE 8 GRID DRAIN BE REPRODUC D.MAY NOT BE REPRODUCED. 15 $ CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY WALL MOUNT LAVATORY,KOHLER HUD50N K286I,WHITE W/ ARCHITECT OF ANY O GORALAI5 K151g8F FAUCET,LEVER HANDLE $ GRID DRAIN VARIATIONS. ® ❑ WRITTEN DIMENSIONS HAVE PRECEDENCE OVERSCALED O HANDICAP ACCESSIBLE TOILET,KOHLER HIGHLINE COMFORT DIMENSIONS. + 5 PLUS,K-3427-U,1N/LEFT HAND TRIP LEVER AND IN5ULINER 9 6 TANK LINER. HANDICAP ACCESSIBLE TOILET,KOHLER HIGHLINE COMFORT = Q M N ❑ ❑ 1 3 O TANK L-542-1-UR,W/RIGHT HAND TRIP LEVER AND INSULINER 0 a z bA ao ao I O7 HANDICAP ACCESSIBLE URINAL,KOHLER DEXTER,K-50I6-ET l7 L to N 8 10 w V a..` EA / 771 0 L Ov! a" 2 42" GRAB BAR,BOBRIGK B-68O6 5ERIE5 W/CONGEALED (� El ® 1 8 MOUNTING AND COVER PLATES. L 10 4 L.LI c/f -< N 9 10 36' GRAB BAR,BOBRIGK 8-6806 SERIES W/CONGEALED ' 5 11 2 O MOUNTING AND COVER PLATES. 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PATTERN,L.EATHERLOOK(VINYU CONFERENCE ROOM,AND CONTACT:PATRICIA KRONAtk= COLS: #G421-1q GLAZE CONTACT.PATRICIA COLOR: #C421-7q 6LAZE CONTACT,PATIRIUA KRO COLOR: #C 421-14 GLAZE O Q G (INFO CENTER STOOD TOLL FREE(586)304-2122 COLOR:#21.06 BLACK TOLL FREE(bW)304-2122 COLOR.#21-0b BLACK TOLL FREE(6W)304-2122 COLOR:421-06 BLACK CUSTOMER CENTER) (IM)29g1Tb34 (q37)2qq-g634 (e7)2gg11634 z Q 6-1 EPDXY 6ROUT LATICRETE INTERNATIONAL COLOR: #2".ii AWM W#TE LATICRETE INTERNATIONAL COLOR: #bq SMOKE 6RAY LATICRETE INTERNATIONAL COLOR: #bq SMOKE 6RAY WC3 KAILOWERIN5 JM LYNE PATTERN,OLEFIN LX 2400 SERI JM LYM PATTERN,OLEFIN LX 2400 5ERIe JM LYNNE PATTERN:OLEFIN LX (51-I01AROOM AND CONTACT. RANDY MAYS,/ CONTACT+ RANDY MAW CONTACT: RANDY MAW (ALTERNATE TO WG-6- CONTACT: MARL VERHOEF COLOR: Rn4b6 PLATINUM CONTACT: MAR(VERHOEF COLOR: #LX2466 PLATINUM CONTACT: MARC YERHOEF 2400 SERIES RESTROOM FLOORS) TRI-STATE TILE TRI-STATE TILE TRI-STATE TILE BALK SIDE OF INFO CENTER (b00)645-5044 EXT.4172 (WO)645-5044 EXT.4712 (800)645-5044 EXT.4TU COLOR+ #LX24bb PLATINM (513)860-6900 N5)860 GgOO (513)860-MOO I BACK WALL) FINISH SCHEDULES (2-2 GROUT LATICRETE INTERNATIONAL COLOR: #24 NATURAL GRAY LATICRETE INTERNATIONAL COLOR: #23 ANTIQUE WHITE LATIGRETE INTERNATIONAL COLOR: #88 SILVER 5HAWK W-6 WALLCOVERIN6 L.K.TRADING INTERNATIONAL PATTERN: #5M(5YI411 LK.TRADING INTONATIONAL PATTERN: #5MSW1411 L.K.TRADIN6 INTERNATIONAL. PATTERN: #5M5WI411 (RE5TR00M WALLS) (KIDS'PLAY AREA) CONTACT: SU MONTANA (GLOW PATTERN) CONTACT: SO MONTANA (CLOUD PATTERN CONTACT: SU MONTANA (CLOUD PATTERN 63 6ROUT LATIC.RETE INTERNATIONAL 022 MIDNIGHT LATIC47EM INTERNATIONAL #22 MION69 L.ATIGRETE INTERNATIONAL #22 MIDNIGHT (bOO)465-0584 IWO)465-0564 (800)465-0584 (5FIED 940P FLOOR) W-1 MOOD FLOORING AR-STRON&COMMERCIAL PATTERN PU)5 5000 ARW7TRON6 COMMERCIAL PATTERN PLUS 5000 ARM511RON6 COMMERCIAL PATTERN PLUS 5000 LICENSED P-1 PAINT SHOWIN HWAMS COLOR: #5V#034 ZJ IGH SHEMN WILLIAMS COLOR: #SHO34 ZLRICH SFERHN ALLIAMS COLOR: #51,I034 Z1A21CH INFO CENTER FLOORING HARDWOOD MAPLE,5UCRET BEIGE HARDWOOD MAPLE,SIRNSET BEI6E HARDWOOD MAPLE,SI)N5ET BE16E ARCHITECT (OVERALL INTERIOR) CONTACT: MARGE JOJES WHITE CONTACT: MAR6E JOES WNTE CONTACT: MAR6E JONES WHITE OPTION) CONTACT, L15A CAVATAIO (APPROPRIATE MOISTURE CONTACT, USA CAVATAIO (APPROPRIATE MOISTURE CONTACT: U5A CAVATAIO (APPROPRIATE M015TURE AR-2780 (311)5i4-0083 011)5414008E (317)5g4-0083 (800)355-9301 EXT.M32 TE5n*MUST BE GOIDUGTTD (WO)3%-W EXT.b432 TESTIN6 M517 BE CONDUCTED (8OO)3564301 EXT.8432 TE5TIN6 MIST BE GOND ICTED P-2 PAINT SHERYUN VHUJAMS COLOR: "804 HOLLAND SHB IN WILUAMS COLOR: #SW1804 HOLLAND SHERVIN MILUAHS COLOR: #SN804 HOLLAND BEFORE INSTALLATION BEFORE INSTALLATION BEFORE INSTALLATION) (HONDA BLUE WALU TILE(BLUE) TILE(BLUFJ TILE (BLUE) W-1 RECESSED WALK-OFF MAT C,5 ENTRANC.E FMCJ2I0 G/5 ENTRANCE PEDIMP 05 ENTRANCE PEDI6RID P-3 PAINT SHERWIN VILLIAMS COLOR #5W1001 BLACK TIE SHERVIN KLUAMS COLOR. N51,11001 BLACK TIE SH ERWIN HLL APS COLOR: #5HOM BLACK TIE (ENTRY VTSnBULER) FLOORING SYSTEMS RAIL/FRAME: CLEAR ANOVIZEE FLOORING 5Y5TE45 RAIL/FI AM E. CLEAR ANODIZED KLOORINb SYSTEMS RAL/FRPME: CLEAR AHOOI (TRIM,FIXR)RE5,AND (800)233-M3 TREAD:CASTLE GRAY (800)2338441E TREAD:CASTLE 6RAY (000)233-BM TREAD:CASTLE 6RAY ETT SKIVER CRAIG ACCENT STRIFES) PARTS t STORAGE STANLEY STORAGE EQUIPTO MAIUFAGTIJRER L15TA INTERNATIONAL BARROLGHS CORPORATION 2/w+, P-4 PAINT PRO-COTE COLOR: SLATE 6REY PRO-COTE COLOR: SLATE 6REY FRO-DOTE COLOR, SLATE GREY H16H DMITY AND C: JOE MICEK EXT.3391q CONTACT: JIM DALY CONTACT. KEN SMITH CONTACT, MIKE PR005, STATE OF IDAHO CONTACT: JORY GARAFELY CANNILY: JORY LARAPE.LY CONTACT. JORY GARAIFELLY CONVENTIONAL SRELAN6 (610)7q7-6600 (800)15865 4- 08 (508)42,1-050 1 nM RAM OR GHCK BOT515 i (800)522-5425 (800)522-5425 (800)522-5425 (800)523-01462 (WO)1223020 (8O0)148-0227 I SHEET# P-5 PAINT PRO-COTE COLOR, FIRE WHITE PRO-COTE COLOR: PURE WITE PRO-COTE COLOR: PURE MITE NOTES: I. REFER TO SHEET E-8A FOR EXTERIOR FIN15H SGHHXLE 27 2 REFER TO SHEET E-4C(SPED MNUAU FOR PHOTOGRAPHS OF INTERIOR PALETTE SAMPLES. 27-FINISH-2 I DATE: MAR 06 EXTERIOR SIGNAGE NOTES GENERAL NOTES LEGEND PROJECT#: 0502 DRAWN BY: B-CRAIG A. ELEVATIONS NOT SHOWN SHALL RECEIVE 5AI-E OR ® NOTE DE516NATOR-REFER TO DRAWIN6 NOTE5 ON THI5 SHEET B-CRAIG GRAPHIC COMMENTS COMPLEMENTARY FIN15HE5 TO MATERIAL5 SHOWN BELOW CHECKED: G_I THE HONDA'H'15 A q"DEEP,NON-ILLUMINATED L060,FABRICATED IN ONE B. NEW EIF5 EXTERIOR SIDING TO BE 5GORED IN 4'X8' c-z 6RAPHIG5 DESIGNATOR-REFER TO SHEET 6-X REVISIONS: OF TWO RADII GURVE5 1,151%MOLDED FI5EFOLA5 MATERIAL.IT 15 MOUNTED PATTERN.WHEN NOT GRAPHICALLY 5HOVNIN: 8'-0' TO THE FACE OF THE ENTRY CYLINDER AND REGUIRE5 APPROPRIATE BLOGKIN6 4'-0" TO ATTACH THE 516N TO THE CYLINDER.AG6E55 MU5T BE PROVIDED WITHIN '® FINISH DE516NATOR-REFER TO EXTERIOR FINISH 51-HEDULE ON SHEET 26 THE GYLINDER FOR THROUGH BOLT CONNEGTION5. ODRAWING NOTES c-z 1. PROVIDE LIC-HTIN6 THE5E 51GN5 ARE INTERNALLY ILLUMINATED'CAN"TYPE 5I6N5 WHIGH REQUIRE 2. 516NA(5E OGGUR5 AT CENTER OF OVERHEAD DOORS G-3 3, 5TAIR5 ®RWP,BBARRETT SKIVERN BLOCKING IN THE EXTERIOR WALLS G-4 4 CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE IMA6EPOINT 15 AMERICAN HONDA'S AUTHORIZED 516N PROVIDER. 5. 516NAC-E CENTERED ON WALL ARCHITECT AND MAY NOT ALL EXTERIOR WALL MOUNTED 516NA6E HA5 5PECIFIG AGCE55,ELECTRICAL RE REPRODUCED. ERIFY AND 5UPPORT(BLOGKIN6)REQUIREMENT5 WHICH MUST BE OBTAINED FROM D MENSIONSS AND NOTIFY IMA6EPOINT AND COORDINATED W ARCHITECT OF ANYITH DEALERS ARGHITEGT/EN6INEER. VARIATIONS. FOR MORE INFORMATION ON WHERE THE5E 516N5 ARE TO BE PROVIDED, WRITTEN DIMENSIONS HAVE CONTACT YOUR HONDA PROGRAM MANAGER PRECEDENCE OVER SCALED DIMENSIONS. 20'-0"DIAMETER METAL GLAD ENTRANCE CYLINDER ¢ M N A EIFS-1 CF-I G-3 CF-3 M-3 O Q y o 13 V ba �^ / SYNTHETIC STUCCO M-2 G-1 CF-2 COLORED METAL PARAPET l7 *L m N N H CAP cn (, CF-3 M-3 15 CF-3 T.O.P6� i a EIFS-1 G-4 TO,.g_ > -� 13 5 g127 4 >_. 123'-4" v z M Klid I ka u 5YNTHETIG 5TUGGO �( L O°D Se i ent r -- COLORED METAL SIDING �` 00 O z< _ BY ALUGOBOND COLORED METAL CANOPY 1 �Oeee yy _ .- ' O �i PAINTED 5PLIT FACED GMU(COLOR TO MATCH / EIF5-1)FP-6 G-5.1 SF-1 4 G-9 D-1 3 M-2 SF-1 REVEAL PANEL 2 �IM� TYP. TYP. CURVED WALL UNDERSIDE M-1 � Z D-3 FRONT EDGE M-2 TYP. EA&T ELEVATION SCALE: I/8' = 1'-0' ff�------ _ G2 A�S/GSM METAL CLAD pew� co ENTRANCE CYLINDER -' Q M-3 CF-3 /�1 0 E CF-3 O �V I- < COLORED METAL PARAPET CF-2 [EED14 = 70 o GAP �IQ.P-A---- P-6 Q -ITR� COLORED METAL PARAPET u3i V GAP Z3 F- 12 If COLORED METAL 51DIN6 BY ALUCOBOND —-- - Z Q (OLORED METAL CANOPY --- -- -- -- �00 - — I Tl PAINTED SPLIT FACED ELEVATIONS o GMU(COLOR TO MATCH SYNTHETIC 51UGG0 p n EIF5-1) P-6�/ \� / i LICENSED 4F F _— ARCHITECT 1 -vea 3 4 M-2 D-1 4 SF-1 SF-1 D-2 TIP. TYP. uRRETi SKIVE0.C/.AIG NORTH ELEVATION STATE OF IDAHO $GALE: 1/8' = 1'-O' SHEET#I0 tLEVt a� DATE: MAR 06 EXTERIOR FINISH SCHEDULE FURNITURE SCHEDULE PROJECT#: 0502 DESCRIPTION LOCATION DRAWN BY: B-CRAIG SERIES FOR DIMENSION LADE MATERIAL MAMIFACTURER IME CODE ITEM MANE. SERIES MODEL/PATTERN TRIM DOLOR FABRIC DIMENSION LOCATION ADDITIONAL INFORMATION SERIES 50FA HAWORTH HELLO SERIES 4854-0012-T LE6 FINISH:TR-LE METALLIC SILVER SEAT:F-I ICON,ZINC IC-4;35-H X 30'9 X 56-I/2'W CUSTOMERCHECKED: B-CRAIG CENTER, CF-1 METAL PARAPET GAP FLASHING BY ARCHITECT OF RECORD TO MATCH M3 LONiT LENGTH REVISIONS: (9UNRI5E SILVER METALLIC) AVAILABLE ARM5/BACK:F-2 SHOWROOM GF 2 METAL PARAPET GAP FLASHINM6 BY ARCHITECT OF RECORD TO MATCH M-2 LONGEST LENGTH TELLURE,BLACK 43-15 (HONDA BITE) AVAILABLE FN-2 CLUB CHAIR HAWORTH HELLO SERIES 4654-0011-T LE6 FINISH:TR-LE METALLIC SILVER SEAT:F-I ICON,ZING IC-4;35"H X 30"D X 30-lt7H CUSTOMER CENTER GF-3 METAL PARAPET CAP F A5HIN6 BY ARCHITECT OF RECORD TO MATCH M-I T (WHITE) AVAILABLE TELLURE,ARMSLOCK F4 SHOWROOM ,BLACK 43-18 D-I 6LA55 4 ALUMINUM DOOR BY ARCHITECT OF RECORD 3070 MEDIUM STYLE COLOR TO MATCH 5F-I FN3 51DE TABLE HA140RTH IMPROV MTRI-20-2M LAM.TOP:PL-3 PIONITE PEARWOOD 20"H X 20'0 X 20'W EXPRESS CHANGE 3010 I N PANEL SHERH142423IN WILLIAMS OH-DD6;PVC EDGE:TR-KO BLACK; D-2 HOLLOW METAL DOOR BY ARCHITECT OF RETARD VISION PANEL >F5W2423 POLAR VRNITE FRAME,TR-LE METALLIC SILVER D-3 ALUMINM OVERHEAD BY ARCHITECT OF REGARD METAL COLOR TO FN-4 INFO CENTER STOOL 14ANORTH IMPROV M600-8110-M FRAME:TR-LE SILVER METALLIC F-2 TELLURE a3A-lb 41-1/4'14 X 0"o X 22'H INFO CENTER 02006 BY BALTEUS DESIGN DOOR(rLA55) MATCH SF-I ALUMINUM OVERHEAD SHE MIN N HILLIAMS FL55NVINYL)421.06�8 OR GROUP, BARRETT SKIVER LACX CRAIG)THESE DRAWINGS I)� DOOR A'AINTE7J METAU BY ARCHITECT OF RECORD x5W2423 POLAR WHITE i�-5 DAFT TABLE HAWORTH 450 SERIES 45XR30-F750 LAM,TOP:PL3 PIONITE PEARWOOD 30°DIAMETEF2,40'H INFO CENTER ARCH ARCH THE IPERTY TECT MAOYFNOT EXTEIRIOR IN5ULTATION A DRYVIT OH-DD6;E O6EE:TR-KO BLACK,BASE TRIM, BE REPRODUCED. CONTRACTOR TO VERIFY EIESI CONTACT. JOE SIMDH2MAN 5ANDp®BLE ><103 NATURAL PBNIIE EXTERIOR WN15 TR-LE METALLIC SILVER DIMENSIONS AND NOTIFY FINISH SYSTEM (513)q22-OIII FN-6 CHILDS RAND TABLE HAWORTH KINETICS/5C K5TR-24 LAMINATE TOP:PL-1 LAMNART MOSAIC 24'14 X 24'D X 24M KIDS'FLAY RHS2 TO INTERIOR FINISH SCHEDULE FOR ARCHITECT OF ANY BLUE H-CbH,EDGE'TRH PLASTIC LAMINATE VARIATIONS. LA BLACK, WRITTEN DIMENSIONS HAVE M-I METAL PANEL SYSTEM CONTACT: (800)626-�65 PNITE UNDERSIDE OF CANOPIES FRAME:TR-F BLACK WRITTEN OVER SCALED M-2 METAL PANEL SYSTEM A-U'OBOND PIS 2856 ED6E5 OF CANOPIES, FN-1 614ILD5 CHAIR HAWORTH KRETIGS/5GA KSGP-5110 LAMINATE TOP:PL-I LAMIN ART M05AIG 2514 X 19'D X I5-3/4% KIDS'PLAY REFER TO INTERIOR FIN15H 5GHEDULE FOR DIMENSIONS. CONTACT: (800)626-3365 (HONDA BLUE) ENTRANCE CYLINDER PLASTIC LAMINATE E31J1E H{6H;EDGE:TR-KO ffi�4CK; ALL'GOBOND 24'HIGH LONGE5T 2'HI6H EXTERIOR FRAME:TR-F BLACK M-3 METAL PANEL SYSTEM SUNRISE SILVER METALLIC CONTACT: N HIL IAP5 65 LENGhI AVAILABLE ACCENT WALL F�8 6UE5T CHAIR HAWORTH X9q SEMINAR X640-0140 FRAME:TR-LE METALLIG SILVER SEAT:F-2 TELLURE,BLAG 36'H X 24'D X 22"W C40WULTAI ION AREAS, C. :y w SHERWIN WILLIAMS CHAIR ARM GAPS:BLACK 3A-18;BACK:F-4 MESH SERVICE WRITE-UPjM6R. 0 a 5W DTM ACRYLIC aa5W2423 POLAR WHITE P b PAINT CONTACT:BELINDA SIPOS GOATINYi (TO MATCH EIF5) MO-BL OFFICES,Fdl,' VICE M&R. Q � (31T)5q4-0083 FN-Q TASK CHAIR HAMORTH X99 TASK CHAIR X621-2140 FRAME:TR-LE METALLIC SILVER SEAT:F-2 TE-LURE,BLAG 38-V2'H X 25'D RECEPTIONIST,M6R OFFICES, 5F-I ALUMINUM STOREFRONT BY ARCHITECT OF RECORD PHS 285G(HONDA BLUE) ARM GAPS,BLACK 3A-15;BACK:F-4 ME-5H X 26% F41,5EFLYIGE MDR. Z dA 7 m OR CLEAR ANODIZED MO-BL C7 L 00 ate4 SOLID SURFACING HIL50NART Nrg022-MI6 ATLANTIS f%-IO TASK STOOL HAWORTH IMPROV K EI-10424 M(ASTERS TR-F BLACK TRIM F-2 TELLn R3A-18 CASHIER COUNTER USE HARD CASTEt5 IN CARPETED AREAS SL-I MATERIAL CONTACT, MUCOUS POUTS 61BRA1 TAR MIRAGE SEE SHEET F-II M i TR2EI-1022 SOFT CASTER F BLACK TRIM F-2 TEILURE,R3A-18 RETAIL PARTS COULTER USE SOFT CASTERS IN NON-CARPETED AREAS (800)"184-1475 EXT.303 EXPRESS (/) FN-II OVAL TABLE HAWORTH IMPROV MTVI-2048-2M LAM TOP:PL3 PIONITE PE:ARWOOD 20"H X 48'W X 20"D CUSTOMER CENTER V w OH-006;WG EDGE:TR-KO BLACK; FRAME:TR-LE METALLIC SILVER FW12 PANEL WITH WAINSCOT KIT 16'H HAWORTH PLACES WM5H-3062 6LA55: L^ 'A�^- CLEAR;BASE,TR-K CHARCOAL; 30'W X 64'H C.ON".iATA710N AREAS OPTION TO FN-28 � n AND HORIZONTAL MJNTIN5 HAKORTH i 3 O m FLRAN1FJfOP GAP/SIDE RAILS/MMTINS: 30,W TR-LE METALLIC 51LVER;WAINSCOT: PEARWOOD PL3 PIONITEm O zx J FN-13 PANEL MTN HAIN5G0T KIT lb" HAWORTH PLACES WM514462 6 %5 BASE LA CLEAR; :TR-K CHARCOAL; 46'W X 64"H CONSULTATION AREAS OPTION TO FN-26 AND HORIZONTAL MMTINS, HAMORTH FRAMFj TOP GAP/51DE RAIL51 M1NTR5: j ui 48"W TR-LE METALLIC SILVER,WAINSCOT: ` _ 0 6 PL3 PIONITE PEARWOOD ul FN-14 P-SHAPE WORK SURFACE HAWORTH PLACES PAST-630-(L or R) LAMINATE:PL3 PIONITE PFARWOOD 72'W X 30°D CONSULTATION AREAS OPTION TO FN-29 ' 01-1-006;AMYL EDGE:TR-K CHARCOAL 12'W X 30"0 C01,15ULTATION AREAS OPTION TO FN-2q WORK SURFACE SUPPORT 14AHORTH PLACES IE06-0001 TRIM:TR-LE METALLIC SILVER PENCIL DRAPER 14AW0RTH PLACES PPO-18 TRIM:TR-K CHARCOAL 501H FN-15 D-SHAPE WORK SURFACE RAN" PLACES SVNI-3ObO-I LAMINATE:PL3 PIONITE PEARWOOD 2q'H X 30'D X 60°W MF6.OFFICE, Fdl,5ERVICE OH-DD6;EDGE.TR-K CHARCOAL;END MANAGER PANEL,TR-K CHARCOAL PENCIL DRAPER HAMORTH PLACES PPD-18 TRIM,TR-K CHARCOAL FN-I6 D-5HAPE WORK SURFACE HAWORTH PLACES 5VN-3066-1 LAMINATE,PL3 PIONITE PEARWOOD 2q"H X 3010 X b54V SERVILE ADVISORS OH-DD6;ED6E,TR-K CHARCOAL,END PANEL,TR-K CHARCOAL PENCIL DRAPER HAMORTH PLACES PPD-lb TRIM:TR-K CHARCOAL F14-11 MOBILE PEDESTAL DRAPER HAWORTH PLACES PDM-24-HLN TR-K CHARCOAL 27-3/4'14 X 24-D X CONSULTATION AREAS,SERVI 153/8'W ADVISORS FN-18 TRANSITION BRIDGE HAWORTH PLACES 57I-2442-08 LAMINATE:PL3 PIONITE PEARWOOD MDR.OFFICE,Ft OH-OM;EDGE:TR-K CHARCOAL;END PANEL.TR-K CHARCOAL pt FN-Iq TABLE DESK HAWORTH PLACE-5 WFI-2460 LAMINATE:PL3 PIONITE PEARWOOO 2q'H X 24'D X 60'W M6R.OFFICE,Fti 0 PEDESTAL(13OX/BOXAFILE) 14AHORTH PLACES 014-096;E DSE:TR-K GHARrOAL;END U. PANEL:TR-K CHARCOAL FN-20 DESK HEIGHT RETURN HAWORTH PLACES 5EFI-2442-OL LAMINATE:PL3 PIONITE PEARWOOD SERVICE M5R. V1 OH-DD6;E 06E.TR-K CHARGAAL;END CMG cu PANEL,TR-K CHARCOAL ""I �/ FN-21 CREDENZA(DOOR/DRANIER) HAWORTH SGFI-24124L N LAMINATE,PL3 MONITE PEARPOOD 2q"H X 24"D X 12'W SERVILE CONSULTATION w ED -L OH-Mb,E06E:TR-K GHARGOAL;END A n' p PANEL,TR-K CHARCOAL O z FN-22 LATERAL FILE HAMORTH q50 SERIES LFR5-33b-LDOH GA5EIDOOR TRIM:TR-K CHARCOAL 38-1/8"H X 18'0 SERVICE ADVISORS RADIUS CASE E 06E c X 36'W Q FN-23 LAR6E CONFERENCE TABLE HAWORTH TRIPOLI SERIES GTRB-4817-I LAMINATE,PL3 PIONITE PEARWOOD LL-AR; 48'X 117" SALES CANEERENGE ROOM RADIUS EDGE L6.CONF.TABLE BASE HAWORTH 5135-17130 TRIM:VR-AAA BLACK WALN11f;BASE, 301W WII>F SLAB BASE VR-AAA BLACK WALNUT z ■ zz FN24 SMALL GON>FERENGE TABLE HAMORTH TRIPOLI SERIES CTRB4284-1 LAMINATE:PL3 PIONITE PEARWOOD LL-AD; 42'X 84' SALES CONFERENCE ROOM RADIL15 EDGE Q 2 M 5M.GONF.TABLE BASE HAMORTH 585-8480 TRIM:VR-AAA BLACK WALNUT;BASE: 301W WIDE 5LA8 BASE ` 'A VP-AAA BLACK WALNUT �J FN-25 ROUND TABLE HAWORTH PLACES HTR-0048 LAMINATE: PL3 OH-001 CHARCOAL; SERVICE CONSULTATION O Z A BASE TRIM:TR-K GHARGOAL;VINYL ED6E: BLACK TR-K FN-26 ROUND TABLE HAWORTH PLACES HTR-0048 LAMINATE: R3 OH-M CHARCOAL; 45'DIAMETER 5ALE5 BREAKROOM BASE TRIM:TR-K CHARCOAL;VINYL EDGE: 29"H BLACK TR-K. FINISH SCHEDULES EN-27 EXTERIOR BENCH LANDSCAPE FORMS FN-28 PANEL SYSTEM HAWORTH PLACES HFP-4850 FABRIC PANEL,POWER 64'H X 404 SALES WORKROOM CONTACT: IESLIE COLLETT FA13RIG:F-3 SAVOY 5TAIRLE955 FJ-AM 64'H X 30L4 I PANEL(48'W X(AN)= TRIM:TR-K CHARCOAL 3 GLAZED TILE5+I PLAM TILE LICENSED ARCHITECT FN-29 PANEL SYSTEM HAWORTH PLACES HFN-3050 FABRIC PANEL,NON-POWER 30'W X 121 SALES WORKROOM AR-2780 FABRIC,F3 SAVOY STAINLESS FJ-AM TRIM,TR-K CHARCOAL FN-30 WORKSIRFAGE HAHORM PLACES WS-430 PLASTIC LAMINATE: PL-13 6RAPHITE 5ALE5 WORKROOM EDGE:TR-K GHARGOAL OPTIONAL SELEG1I0145, I BARRETT SYJVER CRAIG ROUND TABLE FU4WORTH PLACES HTR-0048 CONNATE:FL-1 FORMICA FOLKSTONE TECH BREAKROOM GELBTA R6g2-%MATTE. ED6E:TR-J 6RAPHITE;BASE:TR-J 6RAPHITE. FRAME: STATE OF IDAHO TR-J 6RAPHNTE. 5TAGK CHAIR HAWORTH GOMFORTO 1200-2100 POLY SHELL:TR-15 PEBBLE GRAY 32"H X 17-1/4'0 TECH BREAKROOM SHEET# SYSTEM 12 X 1g3/4'W *REFER TO INTERIOR FIN15H SCHEDULE ON SHEET 23 FOR FABRIC SPECIFICATIONS 6 26-FINISH-1 DATE: MAR 06 1-1/4"m PIPE HANDRAIL PROJECT N: 0502 I'10" 3x3vv4"STEEL PLATE W/)4"xb' $INTERMEDIATE RAIL DRAWN B B-CRAIG 1-1/4"(P PIPE HANDRAIL(PAINTED) WELD STUD®8'-0"O.G. (PAINTED) CHECKED:: B-CRAIG WHERE OCCURS MAX.(EMBED IN( NG) REVISIONS: 3-I6-06 P 1-1/4"(P PIPE PO5T5® ADD 51TE DRAIN DET N MAX 8'-0"O.G. 4'CONCRETE WALK ON 5B.g5G Q (PAINTED) ENGINEERED FILL COMPACTED m 30)4"STEEL PLATE WNW V RADIUS )4"EXPANSION JOINT TO q5%AND 3"LEVELING GOURSE WELD STUD®8'-O"O.G. �4"CONCRETE WALK ON �Z"RADIUS -02 MAX.013ED IN GONG) b"CONCRETE WALLS l^U ENGINEERED FILL COMPACTED (3)#4 HORIZONTAL REBAR ° TO q5%AND 3'LEVELING COURSE ASPHALT w� 4"CONCRETE WALK ON SPACED EVENLY — > ®OUP,006 B BARRETT SKIVER Y BALTEUS N 8 ENGI�RED FILL COMPACTED -_ = = =- CRAITH rHESSE DRAWINGS NOT e ° d ARE E PROPERTY F THE s u.I TO q5%AND 3"LEVELING COURSE m'.-O" ARCHITECT AND MCLEAR ° - _ - , .o -- BE REPRODUCED. __ �+ #4 VERTIGLE REBAR L 1111= ®32'Q.G. III — -� =III — I — b Til I IIIIh��I 6� CONTRACTOR TO VERIFY #4 REBAR®32'O.G. — _ — l ll Llll�l DIMENSIONS AND NOTIFY _ — — — °' fV — — 6': — b" VARIATIONS. ANY ° THICKEN 5LAB AS REQUIRED ' _ = TT WRITTEN- _ Q _I 1=11L—� —Hill �I IfI1m VARIES PRECEDENCE OVEROSCALEDE #4 REBAR®N051NG5 I ' ry = - FOR WELD STUD COVERAGE III DIMENSIONS. - I J4"EXPANSION JOINT d SEALANT I'-4"x8'GONGRETE SPREAD FOOTING NV(3)#4 HORIZ. III I- III I- _ REBAR L n N (1)#4 HORIZONTAL REBAR 05- TOPr O b° AND BOTTOM 5" b" 7 Q L 6 r-� I'4" I'4" DETAIL m CONCRETE SIDEWALK LD M DETAIL CONCRETE STEPS 2 D E TAIL 3 bA SCALE: 3/4' ■ I'-0' V ,� m N N m HDG RAMPS :n U s SCALE: 3/4' 1'-0' s SCALE: 3/4' ■ 1'-0' o L v a � j t N a 4"CONCRETE 5LA13 r o ON q5%COMPACTED b-0 5-0' b.-O. b° 3�4°RADIUS m m z ENGINEERED FILL AND 3"LEVELING COARSE FINISH GRADE 144" 5" I" BELOW T.O.G.(MIN) TYP•MAY VARY ASPHALT PAVING \\(I`�I � O Tj Q . Q - rl Ti 1 I b".I b" I1 =1TII—TI� II�T�—_I — — 6" I IQ I�lr T (2)#4 HOR1Z p ICI`I T- - IT�IIII REBAR 4'CONCRETE WALK ON 4 ENGINEERED FILL COMPACTED / s TO q5%AND 3"LEVELING GOUR5E 6 D E 7,4 I L CONCRETE CURB s SCALE: 3/4' = 1'-0' 4 DETAIL HDG CURB CUT RAMP 5 Q E T A I L e HDG CURB GUT RAMP s SCALE: 3/4' ■ P-0' s SCALE: 3/4" = 1'-0" a 2 a � 2"CONCRETE GAP BLOCK CONCRETE RING,(b'xb'x8'MIN) "I 3b" GRATE,(BUILT TO � � 0 b"SPLIT FACED CONCRETE _ ASPHALT PATCH BACK TO LOADS)W/HEAVY ANGLE IRON o BLOCK(PAINTED TO MATCH CHAIN LINK GATE NV MATCH EXISTING(A5 REQ) FRAME(FACTORY PRIME,FIELD a MAIN BUILDING)(SOLID GROUT) PRIVACY 5LAT5 PAINT)w/ANGHOR5 0 8"O.G. Lu 3 LL b"BOND BEAM YV(1)#4 z z HORIZONTAL REBAR®48" a •5 O.G. o EXISTING FILL q5% -� - - _ _ PRE-CAST CONCRETE GONE COMPACTED (�= II�J— AND BARRELS TO CITY OF w 11=Fill-m- 4'-0'(T.F.5TAND) a TWIN FALLS ENGINEERING Q o I IEEI - - DEPARTMENT 5TANDARD5 a z a #4 VERTICAL BARS®32" < _ O.G. WA5HED GRAVEL(bO% / - VOIDS) ( PERFORATED PIPE INTO DRAIN SITE CONCRETE DETAILS / 4 FIELD,(24"0) Q. - 4'CONCRETE SLAB ON 9� COVER ALL FACES OF LICENSED FF ENGINEERED FILL COMPACTED 44 EXGAVATION YV GEOTEGH b"xIO"MONOLITHIC FOOTING - - ARCHITECT _ TO q5%AND 3"LEVELING GOUR5E APROXIMATELY 10'xb'x60' FABRIC W/(3)#4 HORIZONTAL REBAR SPACED EVENLY AND#4 a =I Ib"xlb"ANGLE#4 REBAR® DRAIN FIELD W/40AS VOIDS ARveo VERTICAL REBAR®32"O.G. v - Ig4p GU.FT.RETENTION EA. - - 32"O.G.(TIE TO VERITIGALS) ��IN> n 6"Ox 6"CONCRETE SLAB W/ ° 1 - 4 Q� JJJJJJ 6xb-10/10 WW.M.ON 3"GRAVEL APROX.10'-0"xbO'-0' LEVELING COURSE BARREITSKIVERCRAIG STATE OF IDAHO p E TA I L DUMPSTER ENCLOSURE a DETAIL m SITE DRAIN,(TYP.OF(2)) s s SCALE: 3/4' ■ 1'-0' s SCALE: 3/4' = 1'-0" IT -' DATE: MAR 06 PROJECT#: 0502 DRAWN BY: B•CRAIG CHECKED: Q Q �, r,` -' '., LEGE�II`1D REVISIONS: 0 ?_# FIN15H DE516NATOR-REFER TO INTERIOR FIN15H 5PEOFICATION5 ON SHEFT 21 NOTE VE516NATOR-REFER TO DRAWING NOTES ON THIS SHEET L_k e DETAIL DE516NATOR-REFER TO DETAIL?ON SHEET E-X 0200e BY BALTEUS DESIGN GROUP,ttBARRETT SKIVER CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE D FN- FURNITURE ITEM-REFER TO FURNITURE 5GHEOULE ON SHEET E-3A ARCHITECT AND MAY NOT BE REPRODUCED. CONTRACTOR TO VERIFY F� FIXTURE ITEM-REFER TO"I'"5ERIE5 SHEET A CHITE°NTOFANYYonFY • �� VARIATIONS. ® DRAWING NOTES PRECEDENCE OVERSCALEDE DIMENSIONS. I. STEEL STUD AND 6YPBD PARTITION D (Ono) � 2. ALL EXP05M SURFACES To BE PL-7<1>� 3. 2"RADIUS ON ALL CORNERS 0 Q '-' d d• 4. PARTIAL OR FULL WALL REQUIRED TO SNORT DESK ep /� N A m N N �/ �) N N a ! s t.t l can Q �M co GD OC1 O 3 F-CUSTOMER CONTACT FURNITURE LAYOUT PLANS F-4 �02°. u—._�� a. FN-17 FN-19 _ w TIM. FN-8 ,l _'' I FN-18 I FN-9 FN-10 FN-10 Q u' ^^'' W i O TYR FN-i6 I I FN-15 ----- 0 FN-8 FN-8 F-3 c n, TYP. TvP' - FN-5 �/ F TYP 3 FN 8 TYR SERVICE ADVISOR z z TYP. MANAGER GENERAL OFFICE Q INFO CENTER ESREAKROOM FURNITURE LAYOUT FURNITURE LAYOUT F: Ji ® � ' F-9 F-7 W � c CASHIER RETAIL FARTS O FN-2 .? FURNITURE LAYOUT a z 4 TYP. 4 ® FN-11 Hr' ---- _ FURNITURE PLAN c ---' FN-20 FN-9 I A I FN-14 4 FN-14 -- FN-15 FN-8 FN-8 LICENSED FN-6 �Q O NP' FN-8 FN-8 1 P ARCHITECT NP TMP T AR-278D \0 o FN-7 FN-23 1 CUSTOMER CENTER/ TYP. SERVICE MANAGER 110` CONSULTATION AREA BA�tt SKIVER CRAIG BUSINESS CENTER KID'S PLAY CONFERENCE ROOM FURNITURE LAYOUT FURNITURE LAYOUT STATE OF IDAHO i SHEET# 5 25 N DATE: MAR 06 PROJECT 0502 DRAWN BY: B-CRAIG CHECKED: B-CRAIG REVISIONS: i -—-—-—-—-—-—-—-—-—-—-—- --------EVERSREEN STREET---- -—-—-—-—-—-—-—-—-—-—-—-—-- --------� 02006 BY BALTEUS DESIGN WATER METER LOCATION COMMUNICATIONS VAULT GROUP,(RARRETT SKIVER CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT "Q ,'Wo, BE REPRODUCED. 2q0 ODIMENSIONS AND NOTIFY 080 O80 O80 O80 090 ARCHITECTS. ANY EXISTING HYDRANT VARIATIONS.WRITTEN DIMENSIONS HAVE PRECEDENCE DIMENSIONS,OVER SCALED I RIG TION VAL 5 PPNEW VEHICLE 15PLAY(12 5FACE5) NEW HIGLE DISPLAY(l SPACES) I V Q M p V •� m o 0 NOTE: - I L N N N EXISTING UTILITY LOCATIONS(FIELD 1 p V NEW VEHICLE DI 5PL Y(5 5PAGE5) VERIFY).VERIFY LOCATION OF t I I G/� (Li COMMUNIGATION5 CABLEING FOR I I > s N TIE OFF AND PROTECTION W/ w I L.t H Q OWNER5 COMMUNICATIONS TECH ff ARCHITECT BEFORE EXISTING v 1 I [" + >: N BUILDING IS DEMOLISHED. N I _ n0 o EXISTING BUILDING - - - - - - - - - - - — Q I �a LOCATION(TO BE REMOVED) I I N I I a.emu \- - � WI ASPHALT PATCH BACK I I I U I 0 AS REG. 0 /l�� pp k:�•� A4 AZ "' J G7N'l Iu ►i IBC¢ i � I I � I N I � I ' � ,�,�,��.�,>� F DAlby> I J QTID I I , �LU6 GAxES Pal/O FRAf/7JR'�E� CC f I l— U. � q I Mi,v,¢gyp•r,� Elf 0 •g� �s� ��a l��o Q FIRE SPRINKLER RISER I V �I/04pA� ,10n,IGr 1 w , 1?9E�!ird5 S I I � � ' / s; �' z .� _ w z FRENCH DRAINS EXISTING SEWER ,AAA, 5 �A+`�� •• .�/ - ----; Ln LINE {r_M 10".0 r / N I i c Lvt yyo o ASPHALT PATCH BACK I I I _-._. _�___= -=_ - — =_ g/ '"WI Q I I =2ABSSF Q p AS AL I WL I ; ��— If I •7A/sy'gtG ul /a V Aok4-ov I -id05'F 6�:4-- 7 qp I— EXTENT OF ON5TRUGTION am1 I `S� (/htvrc.vPU4 SITE PLAN J I L>l 1 I �irctiv� aru �erwaesu SEt L/AA-- Lu , i7Tl`��igRi, GA2 ir�Yw»n,� GUST (�M ER PARKING USED VEHICLE DI5PLXY I 't 5PAGE5) 5PAG 1 LICENSED ARCHITECT AR-2780 MRRE SKIVER CRA I G EXISTING SEWER TAP 9-7 EXISTING TRANSFORMER RELOCATE GAS METER N STATE OF IDAHO AS REQUIRED SITE f=L,4N SHEET# SCALE: 1/I(v = 1'-o 1 I-SITE o DATE: MAR 06 PROTECTM 0502 --__— DRAWN BY: FLOOR TREATMENTS e-cRAlc i REVISIONS: CARPET 1 ® ---------- ----------' GERAMIG TILE 1 j *io 01006 BY BALTEUS DESIGN /............. ..... GROUP.((BARRETT SKIVER VINYL COMPOSITION CRAIc)THESEDRAWINGS 1 ® [] 1 j/ / TILE ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED. CONTRACTOR TO VERIFY 1 P-4 1 /' — .. ._�® •:{. ( ARCHITE(.r OF ANY NOTIFY 1 I -I VGT-I " ' " WOOD FLOORING VARIATIONS. G-1 WRITTEN DIMENSIONS HAVE 1 1 / VGT-2 3 I I PRECEDENCE OVER SCALED 1 - 1 G 1 DIMENSIONS. 1 1 / 2 --- 1 ® WALK-OFF MAT 1 1 VGT-I / =' GI 1 1 "'oN _ a SEE SHEET 22 1 / VGT-I VG7-I SEE SHEET d 18 o ¢ Q...................................... -- d 0 N N SEALED CONCRETE V B 4 00 bA w ao : z � - � o 1 I 1 1 G I :::::::.: V ■[Q CO N N 1 m I P5 1 / 3 II GI H V 1 VGT-I / VGT-I GI 1 i .......: FAINTED CONCRETE °) w ��, L---_-- J 0 (A ,= LL . v {a� l i .. ... F- r G I VGT-I VGT I G-I..... 1 a I P 5 I = O : :: VGT-2 VGT-I _ Coy 12' m m 0 W I GT-I WF-I T �I Fv I 1 77 ■ i I ..,. ' ,- .. .' GT-I SEE SHEET#21 /Ilk—� G I C I SEE SHEET#22 LEGEND CT-1 ® NOTE DESIGNATOR-REFER TO DRAWING NOTES ON THIS SHEET \4RF9�e-E# d 20 77777O� F74-1 FINISH DESIGNATOR-REFER TO INTERIOR FINISH SCHEDULES O 1 5EE SHEET#20 _ ON SHEET 21 IAUI IA IA ELEVATION DE516NATOR-REFER TO INTERIOR ELEVATION°?"ON F-I N I S P FLAN Z w � OI SHEETS 18 THRU 22 AND E-4A d E-40(HONDA MANUAL) SCALE: I/S' 1'-0" p IA n FLOOfiy FATTERN A 0 ( o INDICATES EXTENT OF BAND ON WALL FROM 0--0'TO 4'0" P-2 21 SCALE: 1/2'-i'-0" H— — AND BAND ON WALL FROM 4b"TO 4'-8' P-3 SEE q/I8 AND t� III Q V DETAIL BONE-40(HONDAMANUAL) O DR,4UJINC-c NOTES (not all notes used) CPENER,4L NOTES '0 w Z Uj INDICATES EXTENT OF BAND ON WALL FROM 8'-2"TO q'-2"Fp--2--1 z 33 SEE 8/18 AND DETAIL T ON E-40(HONDA MANUAL) I. PAINT LINES A5 REQUIRED TO DE5I6NATE SERVICE BAYS A. REFER TO INTERIOR WALL FINISH INFORMATION GT-4 GT-3 Q F ON SHEET 18 AND INTERIOR FIN15H 5GHEOULE INDIGATE5 EXTENT OF WALL STRIPE WITH WAVE DETAIL PL-12 2. U5E FLOOR PATTERN A IN THIS AREA ly ON SHEET 2T FOR WALL FINISH INFORMATION w u REFER TO DETAIL ON THIS SHEET SEE 10/18 AND DETAILS I,2 d 3 ON E-4A M oONDA MANUAL) p 3, USE FLOOR PATTERN B IN THI5 AREA B. REFER TO REFLECTED GEILING PLAN ON SHEET %`m a Z Q REFER TO DETAIL ON THI5 SHEET 23 FOR INFORMATION ON GEILING FIN15HE-5 FLOOR FINISH DESCRIPTION 4. CURVED SOFFIT TO HAVE EITHER A 12'HIGH PAINTED BAND P-2 DE:SICsNAtO 9F DE:SICsNATO OR PL-I2 SEE I/E-4A AND IA/E-4A FOR CLARIFICATION N R R FINISH PLAN 5. RECESSED WALK-OFF MAT G-I GENERAL PURPOSE CARPET FOR ALL cTTOMER CONTACT AND OFFICE AREA5. b. RADIUS OF CIRCLE SHARES CENTER POINT AND G-2 VE-1 INFO CENTER AREA OILY,CARPET PATTERN FOLLOWS LONGE5T PIMEN51ON of SHOWROOM. FOLLOWS RADIUS OF WALL.SEE SHEET E-5 FOR CIRCLE SIZE GT-I ED GENERAL FURP05E CERAMIC,TILE 7. DIRECTION OF WOOD GRAIN FLOOR ARCHITECT AR-sno Fr,T-2 ACCENT GERAMIG TILE 9URROIMDIN6 FEATURE VEHICLE ELLIPSE 8. THE PROTOTYPICAL EI I IP5E 51-OWN 15 DEPICTED IN DETAIL CIE-4 CUSTOM SMALLER ELLIPSE CAN BE DE5I6NED AND UTILIZED GT-8 SPEED SHOP BECAUSE OF RESTRICTING FLOOR CONDITIONS 5C-I SEALED CONCRETE,PRINCIPALLY FOR UNINHABITED AND BACK ROOM AREAS. q. DRYWALL BULKHEAD ABOVE TO RECEIVE WALL ELEMENT. 'L11t�1° SEE 2/E-4A MSRn r urvEl awc 0-4 SPECIAL COLORED CONCRETE FLOOR FIN15H FOR SERVICE BAYS AND VEHICLE RECEPTION AREAS 10.PROTOTYPICAL INFO CENTER WALL 15 NOT FULL HEIGHT.ACCENT / d \FLOOR F A T T E RN 8 P-5 SPECIAL COLORED CONCRETE FLOOR FINISH FOR CUSTOMER AND PEDESTRIAN KALKWAY5 ELEMENT PASSE5 BEHIND.IN LOW CEILING CONDITIONS,THE REAR INFO p SCALE: 1/2`=1'-0` GENTER WALL 15 FULL HEIGHT AND BAND SHOULD BE DISCONTINUOUS STATEOFIDAHO WITHIN P� AREAS BEHIND IT. SHEET# VGT-I VGT-2 SECONDARY SUPPORT AREAS THAT INVOLVE CUSTOMER AND EMPI.oYEE TRAFFIC AND USE II.SEE 3/E-412 FOR PROTOTTPIGAL WALL FINISHES 24 24-FINISHPLAN DATE: MAR 06 PROJECT#: 0502 DRAWN BY: B-CRAIG DEALERSHIP FOR. CHECKED: B•CRAIG ANEW AUTO I N D�� REVISIONS: 3-22-06 FF DESCRIPTION TOTAL REVISION,B5G E SHEET/NOTES UCTURAL NOTES/SPECIFICATIONS MOLITION PLAN L 517E PLAN E CONCRETE PLAN 02006 BY BALTEUS DESIGN E CONCRETE DETAILS GROUP,CRAIGTTIlBARRETT SKIVER NGS OTING/FOUNDATION PLAN A.T.P PROPESE ERTY OF THE ARCHITECT AND MAY NOT NGRETE DETAILS BE REPRODUCED. Middleklauff NCRETE DETAILS CONTRACTOR TOSAND VERIFY OR PLAN ARCHITECT OF ANYOTIFY VARIATIONS. FLOOR FRAMING 4 2nd FLOOR PLAN WRITTEN DIMENSIONS HAVE A OR/WINDOW SCHEDULES I V E D PRECEDENCE OVER SCALED 10 ELEVATIONS NAR 2 11 2996 DIMENSIONS. II ELEVATIONS c 12 ROOF FRAMING PLAN LDING DEFT 13 BUILDING SECTIONS Q o a 14 WALL SECTIONS Q y d 15 WALL SECTIONS C7 �_ v M 16 bo WALL SECTIONS z = N OM OD C7 N I7 rC m DETAILS � V OWNER: MIDDLEKAUFF AUTO GROUP STRUCTURAL ENGINEER: EHM ENGINEERS,I.N.C. 18 INTERIOR ELEVATIONS p v 1243 BLUE LAKES BLVD.NORTH RICK MORROW,P.E. 19 INTERIOR ELEVATIONS/GABINET DETAILS CU u o LL TWIN FALLS,IDAHO 83338 621 NORTH COLLEGE ROAD 20 INTERIOR ELEVATIONS/CABINET DETAILS ^�' > U w NO CONTACT TWIN FALLS,IDAHO 83301 21 INTERIOR ELEVATIONS/CABINET DETAILS LV N Q (208)734 4888 22 INTERIOR ELEVATIONS/CABINET DETAILS CC I Q� Y�V I S l Ok 5 23 REFLECTED CEILING PLAN .�.] ayi 2 M HONDA REPRESENTATIVE: JOHN IRBY C 0 m ELECTRICAL ENGINEER INFINITY ENGINEERING J✓° �� 24 FLOOR FINISH PLAN Q O ASST.ZONE MANAGER / m O Z Oz MARKET REPRESENTATION BRENT WALLIN,P.E. r U S kk1,S 25 FURNITURE PLAN AMERICAN HONDA MOTOR CO.,INC. 1415 FILMORE POIJ T� X�1 h� 26 FINISH SCHEDULES t�B 16800 N.E.SANDY BLVD. TWIN FALLS,IDAHO 83338 �' 27 FINISH SCHEDULES �+ [(cs�oGna��c Ftwe x�iu�ois tc�5 \4 0 PORTLAND,OREGON (208)732 0548 D(� I O MAIL STOP: PTL M / l�Dc�f�5' PI PLUMBING FIXTURE PLAN -- / f 1pNc�� o� f ke- �t h� t P2 PLUMBING PIPING PLAN NO CONTACT MECHANICAL ENGINEER: GLENN ELWELL,P.E. MI HVAG/VEHICLE EXHAUST PLANS 251 C SOUTH 400 WEST M2 HVAG/RADIANT FLOOR HEAT LAYOUTS JEROME,IDAHO 8333 ARCHITECT: BALTEUS DESIGN GROUP (208)324 4042 Building Plans have El ELECTRICAL DISTRIBUTION PLAN BARRETT SKIVER CRAIG,AIA been reviewed and approved t t2 SOUTH LINCOLN,STE#2 E2 ELEGTRIGAL LIGHTING PLAN 112SOJEROME,IDAHO LN,S GENERAL CONTRACTOR: STANLEY ASSOCIATES,I.N.C. AA Construction Subject E3 PANEL SCHEDULES (208)420 9703 GREGG McENTARFFER,TIM POLLARD b Field Inspection 1887 HIGHLAND AVENUE EAST TWIN FALLS,IDAHO 83301 Page w (208)734 0455 1 Delay__ O NOTES: FLANNING AND ZONING SYMBOL LEGEND CITY OF TWIN FALLS 77,865 77,865 PLAN ANALYSIS BASED ON 2003 INTERNATIONAL BUILDING CODE _ PROPERTY SIZE PROPERTY DEVELOPED AND LATEST ADDITION OF INTERNATIONAL FIRE CODE MAKE NO CHANGES TO CONSTRUCTION DOCUMENTS WITHOUT (EXISTING DEVELOPMENT) EXPRESS WRITTEN PERMISSION FROM ARCHITECT. NEW PROPERTY DEVELOPED O WINDOW ID TAG J CONTRACTOR TO SURVEY EXISTING CONDITIONS AND CITY OF TWIN FALLS ZONE DESIGNATION CI Architect of Record: BALTEUS DESIGN GROUP,BARRETT SKIVER GRAIL,AIA NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE AUTO DEALERSHIP Jab Address: 1231 BLUE LAKES BLVD.N uty; TWIN FALLS State; IDAHO ZIP;83301 0 COMMENCING WORK. OCCUPANCY OR BUILDINGS USE O DOOR ID TAG Legal Description: PROVIDED BY OWNER O O IF INFORMATION ON A PARTICULAR SYSTEM OR GONSTRUCTION LANDSCAPING ~ Q DETAIL IS LACKING OR INSUFFICIENT,NOTIFY ARCHITECT FOR CITY OF TWIN FALLS REQUIREMENTS: 10%OF PARKING REG. P Occupacy Classification: B,51 Occupant Load Per Area: Q INTERPRETATION BEFORE 5TARTING WORK. OR 3%OF DEVELOPED PROPERTY AREA THI5 BUILDING PROJECT 15 BASED ON 5PECIFIGATION5 D 6 B INTERIOR ELEVATIONS Offices: 54 Repair: 33 3 —0 Q OBTAINED BY HONDA CORPORATION,BASED ON THEIR 77865 * .03 = 2336 SF 4,455 * .10 = 445 SF Number re Stories: T1+o 2nd Floor: 24 Total: III z V_ Floor Area: Exits Required: Offices: 2 DEALERSHIP IMAGE PROGRAM,DATED FEBRUARY 2005. Q PROVIDED G Basement: Ist.*12A62 5F 2nd Floor: I air: 2 MATERIAL SPECIFICATIONS LISTED ON THE CONSTRUCTION 10,685 SF 5,708 SF � DOCUMENTS RELATE TO SPECIFICATIONS LISTED IN THE EXISTING NEW 2nd. 2400 5F Garage. Emergency Lights: Yes: x No: rj DESIGN INTENT DOCUMENTS,WHICH ARE A PART OF THE 16,3CI3 ___ PL.HT. ® FINISH FLOOR w La GON5TRUGTION DOGUMENT PACKAGE. IF THE DESIGN TOTAL LANDSCAPING PROVIDED I10'-O'—� STRUCTURAL ELEVATION Type of Construction: V-B Exit 51gns: Yes:x No: O o INTENT DOCUMENTS ARE NOT INCLUDED IN THE PACKAGE, ARTERIAL REQUIREMENTS YES,30'EXISTING Maximum Floor Area Allowed By Code Electrical Plans: Yes: x No: a Z c CONTACT THE GENERAL CONTRACTOR,OR THE ARCHITECT 5q,Ft. 63,000 Plumbing Plans: Yes: x No: FOR A COPY. 12 SECTION CALLOUT Automatic Sprinkler: Mechanical Plans: Yes: x No: OFF STREET PARKING A Yes X No Full x Wlnd Load:90 MPH 5815MIC Class: G NOTE THAT THE OWNERS WILL BE OPERATING THEIR BUSINESS CITY OF TWIN FALLS REQUIREMENTS (1) PARKING STALL TITLE SHEET OTES OUT OF A TEMPORARY TRAILER DURING CONSTRUCTION AND PER 600 SQUARE FOOT OF SALES/a Y 1G� Partial Wet X Dry X 5now Load: 25 P5F THAT DELIVERIES,STAGING,AND CONSTRUCTION 5TA6E5 f�y� y�SA,y4pE 3 Basis for lode Allowed Increases: Foundation Bearing Pressure: 1500 PSF SHOULD BE COORDINATED WITH THE OWNER THROUGH THE DETAIL GALLOUT ARCHITECT BEFORE SUCH TIME AS THEY OCCUR. Sprinklers: Yes: x No: Fire Walls Req'd: 6,825/300 = I I Other; SOBS FOR FRONTAGE INCREASE Yes:_No: x ALL CONSTRUCTION TO MEET OR EXCEED THE 2003 PROVIDED Occupancy Separation Req'd: LICENSED INTERNATIONAL BUILDING CODE, INTERNATIONAL ENERGY NA 12 ?-# FINISH DESIGNATOR ARCHITECT CODE,AND ANY LOCAL CODES AS APPLICABLE. EXISTING NEW Yes:—No: X AR•2760 HDC SPACES 2 Comments: *5414 5.F.OFFICE d Area Separation Req'd: DISPLAY,6648 5.F.REPAIR AND Yes:_No: x SITE DRAINAGE ® NOTE DESIGNATOR PARTS 5TOF2AGE Fire Hydrants Within 1000 Ft.: PROJECT CONSISTS OF REPLAGING AN EXISTING BUILDING 01 180'NORTH/WEST A2 240'EA5T BARRETT SKI AND SECTION OF ASPHALT PARKING LOT WITH NEW BUILDING (SAME OCCUPANCY) AND LANDSCAPING. NO INCREASE IN ><3 328'SOUTH p4 TE OF dam' STORM DRAINAGE RETENTION IS REQUIRED. HOWEVER,(2) (ANALYSIS BASED ON CITY OF TWIN FALLS,AND JEROME STANDARD FO ) SUB SURFACE DRAINAGE SYSTEMS,(FRENCH DRAIN) WILL BE RI'15 SEE # INSTALLED ON THE WEST 51DE OF THE STRUCTURE FOR THE RUNOFF OF THE ROOF DRAINS. e T-TITLE DATE: MAR 06 Li PROJECT#: — 0502 DRAWN BY: B-CPAIG CHECKED: B-CRAIG 0 REVISIONS: 1 0 0 1 0 1 9 a 0 1 a RTU e 7 1 0 .. A. .,:.....,,. 02006 BY BALTEUS DESIGN 'ROU"A EP KVER A 5'RETTS I G H DRAWINGS S r CRA L L-- ------------------i IG PROPERTY TY 0,T A THE PEI HE ARCHITECT AND MAY NOT BE REPRODUCED. 0 CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF ANY % VARIATIONS. ------------------------ e WRITTEN DIMENSIONS HAVE RTU PRECEDENCE OVER SCALED DIMENSIONS. 0 < 0, F- low ... , . . . .:..; ;%:� ... - 0. 40 0 12� 0 2 ca bBco -1---L-l. L I Z LU 0 0 e e 0 0 0 0 'N 0 0 co 7- 71 2NQ LEVEL REFLECTED CEILING ING z �- 0 L,0 / / I/ SCALE: 1/5' V-0' u 0 RTIJ L LK < L I 18 L � 0 'T \ \ 90 e e e CEILING <E'i- LEGEND REFER TO SHEET ETA FOR DRANIN6 NOTES AND GUIDE FOR CEILIN5 AND L169 FIXTURE SELECTION EX POSED PANTED STRUCTURE FULL HEIGH T HT CEILING HEIGHT DESIGNATOR r. 7E FINISH DESIGNATOR-REFER To INTERIOR F11,1194 5GHEDULE ON SHEET E-45 e e e ® 11 e1 PAINTEDr?-,�PAINTEDEf-15r,>D GY SEE NOTES MAIL DE516NATOR-REFER To MAIL 7'ON SHEET EX THIS SHEET FOR HEIGHTS -IREFLECTED CEILING; FLAN z II 0 0 0 6U5Fr=N0ED CEILING SEE NOTES SCALE: 115' - 1'-0' T THIS SHEET FOR HEIGHTS-FT 2 ig DRAWING NOTES AND GUIDE FOR EIR01011FE CEILING AND LIGHT FIXTURE SELECTION GENERAL NOTES A. COORDINATE LIGHTING LAYOUT WITH PARTS STORAGE LAYOUT 0 AREA GEILINry 4 L16HT5 b. SUPPORT AREAS INCLUDING:GENERAL PROVIDE Z(4'LAY IN OEILIN&'AC I"o 81-61 Ar.r.16E TYPE'El 21. FAIR OF'HI"TRACKS AND LIGHTS OFFICES,OFFICE MANAGERS,CASHIER, LIGHT FIXTURES,COVERING 100 TO 120 S.F.EA(H.LOW CEILING MOUNTED SIMILAR TO NE-1 BUT B. VOLTAGES TO BE VERIFIED BY ELECTRICAL CONTRACTOR 0 BREAK AREAS,TFLH AFF*AND SALES HEIGHTS TO V-0-A.F.F.MEN MEZZANINE 15 PRESENT ON FLOOR HIGHLIGHTING ACCESSORY VEHICLE SALES CONSULTATION AREAS,K DS -YPE'A'FIXTURES a 171-01 AF.F.COVERIN6 A 14'xl4'AREA EACH.SUSPEND WORK AND MEETING ROOMS. < I. SHOWROOM FLOOR AN OPEN PAINT EXPOSED STRUCTURE AND DECK PTI.USE PENDANT HUNG ABOVE AREA, DISPLAY AREA -YPE'L*L16HT FIXTURES a bImO"AFF.OVER CONSULTATION DE5K5. 22. W TRACK AND LIGHTS DIRECTED AT G. LAMPS SHALL 13E AS MANUFACTURED 13Y OSRAM6YLVANiA (CUSTOMER SEE A AND 5 ON E-TA W q. PARTS STORAGE,MECHANICAL PROVIDE EITHER L16HT FIXTURE TYPE'r,4'OR AGGE55ORY DISPLAY VANVER5,MA. AREAS,TOOLS AND EQUIPMENT COORDINATE FIXTURE PLACEMENT WITH OWNER PROVIDED STORAGE SYSTEM. 2. SERVICE BAY AREA 4 K46H BAYS PAINT EXPOSED STRUCTURE NO DEGK=.USE PENDANT HUNG STORAGE ARRANGE FIXTURES END TO END FOR CONTIRM TRACK OF LIGHT IN PARTS 23. SEE SHEET E-10 FOR REFLECTED CEILING PLAN OF V. INCANDESCENT LAWS SHALL BE 120 VOLT RATED TPE'A'FIXTURES a 171-01 kr.F.COVERING A 14'xl4'AI;U:A EACH, STORAGE AREA,SPACE AS REQUIRED FROM ADJACENT TRAGK5 FOR DESIRED LIGHT. THE VEHICLE DELIVERY CENTER LOCATE ONE FIXTURE BETKENI EACH STALL AND AS NEEDED IN F FLUORESCENT LA1415 SHALL BE Tb OR BIAX AS SPECRED ---j CIRCULATION AREAS.SELECT TYPE"Ad"FIXTURES FOR H16H MOISTURE 10. SOFFITS,STORAGE ROOMS, PROVIDE GYPSUM BOARD CEILING PAINTED r P-1 GENERAL NOTE AND NA5H BAY AREAS.AFFIX TYPE T-'FIXTURE5 TO NEAREST ADJACENT .6 til WALL(5)ALONG SIDES AND IN FRONT OF STALLS 5U5PEW TYPE"G-4' HALLWAYS,CLOSETS AND BATHROOMS USE LIGHT FIXTURE 161 5PACE!D AS REQUIRED FOR DESIRED L16W LEVELS. I. THE LIGHT FIXTURE SCHEDULE HA5 BEEN ESTABLISHED TO SET A QUALITY AND F. BALLASTS TO 13E 05RA"YLVANIA OR MAGNETEK FUl-L 6 AKV/OR'6 WFIXTURES a 81-0"AF.F.IN FRONT OF VEHICLES PMN 11. ENTRY CYLINDER VESTIBULE PROVIDE GYPSUM BOARD CEILING PAINTED PERFORMANCE 5TAMARP. FIXTURE5 BY OTHER MANUFACTURES THAT MATCH OR OUTPUT EI-EcIRONIG ADJACENT AALL5 ARE NOT PRESENT OR PRACTICAL. USE LIGHT FIXTURE 13"SPACED A5 REQUIRED FOR DESIRED LIGHTLEVELS. EXCEED QUALITY AND PERFORMANCE MAY BE%B5T]TUTEE).MANUFACTURERS 3. SERVICE RECEPTION,EXPRESS 04WE PAINT EXPOSED STRUCTURE AND DECK=YqITH 5,05.0 14'-0'A.F.F. 12. C45TOMER PESTROOMS PROVIDE 2x2'LAY IN CEILIN6AG-2'0 VLWARF,USE TYPED" MOM WMSER5 ARE SUBJECT TO GHAN6E WITHOUT NOTICE,FOR ADDITIONAL (7. A(-I IC EXPRE55 SERVICE 4 EXPRESS K66H 5U5PEND PENDANT HUNG TYPE'A"FIXTURES(CENTERED)ABOVE EACH VEHICLE. LIGHT FIXTURES OVER SINKS AID STALLS. INFORMATION ON INDY LIGHT FIXTURES CALL o 1400-42e-5212 SUBSTITUTE TYPE'Al'FIXTURE FOR USE ON 0-0 AIR DELIVERY CANOPIES FOR ADDITIONAL INFORMATION ON 515TEMALLK CALL LEIE5HAN LIGHTING, REFLECTED EILFNG AND IN HlJMD OR YET ENVIROWENTS, WSPENI)TYPE'L'LIGHT FIXTURES 13. Ein SOFFIT� USE SIK16LE'13"L16W FIXTURE PHONE;5113-bbl-2061 CWTOMER CONTACT OFFICES c V-01 Aflp.OVER SERVICE RECEPTION VffK5.5E A AND B ON E-"IA -7fl 1 FOR ADDITIONAL INFORMATION ON LEIL,(ALL CHR15 KOLE5AR a rL PE516* 4. 14. CANOPY FM 2 WALL TYPE'13'L 6HIT FIXTURE NO GREATER THAN IVOL.ALONG FULL PHONE:614-611-0530 PROVIDE 2W'LAY IN V-VAPF.USE TYPE CANOPY LENGTH. I AND AREAS INCLUDING.Ft 1, L16HT FIXTURES,Wvl-:RIW6 A 00 To 120 S.F.AREA EACH,Ew No LESS THAN FIXTURES CAN AL50 BE USED To ACCENTUATE DOORS, MANAGERS,CONFERENCE ROOMS, ONE PER OFFIGUAREA.LOYER CEILING HEIGHTS To 6'-O"PIFEN MEZZANINE WINDOWS OR BUILDING OFENN&5 THAT FALL UNDER CANOPIES. 2.RECOMMENDED 5PACIN6 AND L1644TIN6 TYPE5 MAY NEED To VARY BASED SERVICE MANAGERS AND 15 PRESENT ON FLOOR ABOVE. 15. NOT USED. ON EX15TIN6 CONPITION5 OR DESIGN PARAMETERS. ALL LIGHTING DE516N H. I-L AC-2 LICENSED SERVICE CONSUL RECOMMENDATIONS NEED TO 13E VERIFIED BY A LICENSED ELECTRICAL ENGINEER ARCHITECT 5. CUSTOMER CENTER WEN 5OFFITED CEILING OPTION 15 UTILIZED,PROVIDE 16. REFER TO INFO CENTER CURVED PRIOR TO YORKING,DRAWINGS AND CONSTRUCTION. AR-2780 2�(VLAY IN CEILINC,lAr-21 a bL21 Ar-P.U5--TYPE ID1 LIGHT FIXTURES WALL PRAININC,ON SHEET E-13 ,• T-' COVERING loo To 120 5f.EACH.OTHERK5E REFER NOTE#1 ABOVE. FOR LIGHTING DETAILS 3.THIS SHEET CONTAIN5 STANDARD DRAWING NOTES. NOT ALL NOTE5 ARE USED I 6. SERVICE ADVIS04-1.5 PROVIDE 2�KZLAY IN GElLIN6'AC-2"@ 131-011 A.F.F.USE TYPE-D' 11. SOFFIT CEILING SYSTEM ON EVERY PROX-GT. PLEASE CONSULT E-1 FOR APPROPRIATE INFORMATION. LIGHT FIXTURES,COVERING loo To 120 Sr-.EACH.DEFINE LIMITS OF 16. DRYWALL BULKHEAD SERVICE ADVISORS AREA WITH SOFFIT CEILING EDGE.SUSPEND I. FOR 50UND AB50RDTION AT EXPOSED STRUCTJR5DE6K,USE BARRETT SKIVER CRAIG TPE'L'L16W FIXTURES @ 8'-O',kFr-.OVER 9ERVIGE ADV15OR5 DE%5. lq. 5'-O'X 5'-O'5KYLI6HT TYPICAL 20 GAZE,I 1/2'CEUII-AR A006TIGAL DECK OVER 20 61JAr7E 9 T. UPPER MAWEI-ENT PROVIDE 2W LAY IN CEILING'ACI'o 51-6"AY.F.USE TYPE'E' 20. TYPE'H"L16HTS AND TRACK,8'-0' ROOF DECK.FOR MORE INFORMATION CONTACT,UNITED STEEL PECK STATE OF IDAHO NON-CUSTOMER CONTACT L16HT FIXTURES,COVERING A 00 TO 120 S.F.AREA EACH,BUT No LE55 T14AN LONG,AM 12'-0"A.F.F. AREAS INCLUDING:DEALERS ONE PER OFFWAREA.LOYER CEILING HE16HTS To 8I-01 WHEN MEZZANINE HIGHLIGHT EVERY CONSULTATION PRINCIPLES AND=-*-UTfVE 15 PRESENT ON FLOOR ABOVE. AREA WALL. SEE A AND B on E-TA SHEET# OFFICES 23 23-REFCLG DATE: IULY 06 PROl OS02 DRAWN BY: KRAIG CHECKED: B-Cl REVISIONS:1-11-06,NEW SHEET,2nd FLOOR FIN15HE5. 65G STORAGE 02006 BY BALTEUS DESIGN GROUP,(BARRETT SKIVER CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITVGT -= BE RREPRODUCED.AND MAY NOT SHEET VINYL FLOOR AND FRP UP 5'-0"ON ALL 4 WALL5 OF RE5TROOM5 DIM NSSIIONS AND NOTIFY HVAC DUCT VARR ATIONS.ANY N ROOF AGGE55 LADDER WRITTEN DIMENSIONS HAVE — - PRECEDENCE OVER SCALED r µ' 'JT Imo^ 'i ' TV'.:_ DIMENSIONS. 1 3'xl'5.G.DOOR Q LU "I z 1 M N LU W/STORAGE LOCK p ° p' OFFICE#I O P O a 77 a 3'xl'5.G.DOOR y 0 v N m GT-3,4 W/5TOl LOCK N; --� 'N Z m a° G 50'5.G.DOOR 4"5TEEL 5T)05® N N W/PRIVACY LOCK G-I Ib"O.G.AND 5/8" ;Fys—IN FLOOR IN FLOOR--R/ p 6YPBD. 3'x1'5.C.DOOR IN N MEETING ROOM YV OFFICE LOCK OFFICE#2 - v `� 1 1/2'P.T.FURRING 5TRIP5 AND 5/8"6YPEID < N �' (TYPICAL ON MASONRY WALL5) co ll-4 ,4 1,4 R-,klFl \ 0 W 0 O W 2nd FLOOR PLAN 2nD LEVEL ELECTRICAL DISTRIBUTION PLAN Z SCALE: 1/8' = 1'-0' Z SCALE: 1/8' I'-0' RE 2pW �U�.10\NFP�s ° ELECTRICAL &�'MBOLS Qp DUPLEX REGEPTICAL OUTLET(1101120V) a DUPLEX REGEPTIGAL OUTLET(IIO/I20V)GROUND FAULT GIRGUIT INTERRUPTER E:Y4 a t, J TELEPHONE/DATA OUTLET ((2)GAT-5 GABLES HOME RUN TN/ GABLE TELEV15ION OUTLET 05 OHM l(2)GABLES HOME RUN) O < T THERM05TAT z MULTIPLE DATA/GOMMUNIGATION/POWER OUTLET. (1)DUPLEX OUTLET(5TD), �4 ° ° _rza Q N (1)DUPLEX OUTLET(15OLATED CIRCUIT),(4)GAT 5 GABLE5 HOME RUN(IN GONDUIT)TO GOMMUNICATION5/NETWORK BOARD A5 INDICATED. INOY#215-55-22315-%A-5513 2'X 75UURFACE MOUNT 3-6IAX \ T W ° LAMP FLUORE5GENT FIXTURE W/3-FT40DL/835/RS LAMP5 p 14 INDY#EI-240-T55513 FOUR-FOOT TWO-LAMP OGTRON IND1,15TRIAL FIXTURE W/ ° 2 F032/835 LAMPS /raf2nd FLOG EMERGENCY LI6HT5 l U BATTERY BACKUP �4 4 r I o0ldiny Plans Nave 4e LICENSED I IhHTFD FXIT 51ANS l FSATTERY BACKUP ,Fen reviewedandaperwer,, _ r_ _. _.r _..__ _.. .. _...- .- .. . .._ .. ___ ARCHITECT !f ....�. --t--_ �._.. r___ Aa-vea All Construction Subject ALL ELECTRICAL TO BE IN ACCORDANCE WITH THE 2005 N.E.G.AND ANY 5TATE to rl,ad inspection PAINTED EXPO5ED 5TRUGTURE DOUBLE 5WITGHED FOR t LOCAL CODE5. TO REMAIN 50%L16HT REDUCTION eARRErT G 2N1) LEVEL ELECTRICAL LICNTINC Z STATE OF IDAHO SCALE: 1/8' = 1'-0' SHEET# 28 28•FLPL2 N 3600 N 3600 DATE: MAR 06 22 PROJECT q: 0502 FL-2 DRAWN BY: B-CRAIG CHECKED: B-CRAIG b'O" 2" 2- 2" REVISIONS: 3'O" 3-0" ? PL 4 .. iv FL-2 IA 22 BLACK BLpGK 2'-0' "-6ROM �6ROFTET PL (A5 RREIiib) (AS REGibJ BLACK T-MOLD FL-2 PL-2 PL-2 N 22 ®1006 B��Ygg BALTEUS DESIGN 4 BLA.GK T MOLDIN5 iN CRAOIGJ'THESEDAWINGS PL-4 ry N N ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT 22 BE REPRODUCED. CONTRACTOR TO VERIFY B 36 8 36 DIMENSIONS AND NOTIFY ARCHITECT OF ANY VARIATIONS. L FLAN �J�I I \/ - WRITTEN DIMENSIONS HAVE Y 4T IO �l PRECEDENCE OVER SCALED VIEW �IE I I I � DIMENSIONS. SCALE: 1/2' = 1'-O' 22 SCALE: 1/2' = r-0' ^ SECTION IA DETAIL SCALE: 3/5' = 1'-0' SCALE: 3' = 1'-0. =3a ° a 5USINESS CENTEF z �ba ,;co CN7N L m N N W v � o L y d� s N v B -0' 22_ 2-0- W a Fw_ 4 _ co 571m. -n'+ D L H M COIRITERTOp 5TAIN-E55 __j Z m STEEL � � � O calNTstTop m m O z s 4 N STAINLESS AwRoO oCDK IN6tW STEEL SND. o=xc C,OUNIERTOP � Q w m STEFELFENER 4'-0. AS REO'D, 2 O m ELEVATION 22 SECTION DETAfL SCALE: 1/2' 1'-0" 22 SCALE: 3/4' 1'-0' zz SCALE: 3" 1'-0' PLAN VIEUJ SCALE: 1/2' = I'-O' TECH FAFTS 22 0 I'-0" 0 hJ 3gx30 N!3000 A 3bx12 C 3/4'5U%TRATE d AD.USTABLE PLASTIC LAM Lu Cr�i SRLf:ON SLATPIALL N -T ��.1 ' 2-10' BLARE pL-3 'p PL3 BRACKET /�� O�VtlSEE (I26J N VS/ S I NOTED)Fpt3j Q 0 o m a v `Q � 6RAH = 4 NPLO Q fdM hB TAL tart GRAIN 4'0/G N DECK EDGE AND IXY.K 1.Ar11NAiE O Z y9 z 5 GRAIN FL-4 INSERTS J LZ T O PL3 v VIEW PLASTIC LAM 7E d �Q; RUN METAL LAM.GRAIN 50FT TT�AD FLAN Y I E W PL3 Q PL3 y� I,ij old � 3 G�AND DECK (aJ R�DA57ER5 2'-l0° SCALE: 1/2' I'-0'DECK ro a Q 0 O TOP PL-4 6 Z Q B 21 BD 18 B5 30 REFRIGERATOR PLAN VIEW ELEVATION SECTION INTERIOR ELEV./DETAILS SCALE: 1/2' . I'-0' zz SCALE: 1/2' - 1'-0' SCALE: 3/4' = i'-0' ELEVATION ^ SECTION 2z SCALE: 1/2' = I'-0' 22 SCALE: 3/4' = I'-0' a LEGEND FIN15H DE516NATOR-REFER TO INTERIOR FIN15H 5PEGIFIGATION5 NOTE: FIXTURE 15 EQUIPPED WITH GA5TER5 FOR MOVEMENT TO SECURE AREA5 ?-# ON 5HEET5 21 AND E-4B(HONDA MANUAL) AFTER WORKING HOURS. G ' NOTE DESIGNATOR-REFER TO DRAWING NOTES ON THIS SHEET ACCE SSOfiR'T' FARTS 4 LAB ' F I X TUFE E?? DETAIL DESIGNATOR-REFER TO DETAIL?ON SHEET E-X f5fRE,4< fROOM STATE OF IDAHO T f(C,4 L OF: (2) G-? 6RAPHIG5 DE516NATOR-REFER TO SHEET 6-X(HONDA MANUAL) SHEET# 22 22-INTELEV-5 CENTER BANDING 1 1/2"THICK PLYWOOD DATE: MAR O6 LAMINATE TYPICAL WWTERTOPEFL-2 PRO]ECTR: 0502 A PL-4 ACCENT BANDD DRAWN BY: B-CRAIG 21 VERTICAL 6RAIN I I/2'THICK PLYWOOD PL-3 GOUNTERTOP PL-2 CHECKED: B-CRAIG c m BLACK T-MOLD,TYP REVISIONS: 1/4'x 1/4"REVEALS rr 2.,. %--4 ALL IN51DE AND EXTERIOR 5U2FP.GE5 10' BLACK T-MOLD,TYP � SURFACES PL-3 AGGETQf BAND AT KICK I1. fV :o �+ KNEE SPACE `" LE6AL FILE5 VERTICAL 6RAIN PL-3 ^'I` I I ACCESS PAWL C2006 BY BALTEUS DESIGN GROUP,(BARRETT SKIVER CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT FRONT ELEVATION ASIDE ELEVATION BE REPRODUCED. O O CONTRACTOR TO VERIFY 27 SCALE: 1/2'=1'-O" 21 SCALE: 1/2"=I'-0" DIMENSIONS AND NOTIFY 1 1/2"THICK PL,YWOOD ARCHITECT OF ANY L� CHA5E WALL VARIATIONS. 6 TYP. PL-2 A COIRJTERTOP PL-2 FOR ELECTRICAL U/2-- 5ECTION WRITTEN DIMENSIONS HAVE (BELOWI 21 WNI OPENING 11/2"THICK PLYWOOD ACC PRECEDENCE IMEN ONE OVER SCALED COUNTERTOP PL-2 ADJUSTABLE PLYWOOD SHELVES n PL-3 BLACK T MOLD,TYP s 1 1/2"THICK PlYHOOD21 $GALE: 3/ (r(Dr a rx N COUNTERTOP PL--2-2 I ^a 1 ACCESS PANEL TYP. ALL INSIDE AND EXTERIOR SURFACES PL-3 `P in V � v ro 21 KNEE 5PACE LE6AL FILES `� KNEE SPACE Z � "� �°5 ALL IN51DE AND EXTERIOR SURFAGE5 l7 L m �N N 5URFACES AT BACK PL-3 W CAe�4IER WINDOW . p V v 6LL SCALE: 1/2"=1-0' * '� .C i N 2 PACK ELEVATION ASIDE ELEVATION w N a 21 SCALE= 1/2'=1'-0' \,2V SCALE: 1/2'=P-m' M fli z W 80 OCI m O z a =c 1 1/2,THICK INY� CENTER BANDING,TYP. ~" 4-0° COUNTERTOP PLu-2 B PL-4 C PIVOT HINGE 51NIN&DOOR 11/2°THICK PLYWOOD ACCENT BAND D COUNTERTOP PL-2 - VERTICAL GRAIN 21 21 21 _. FPL-3 -3 BRIY�HED ALUMINIM 3 I/2"0/G PL-2 O PL-4 WIRE FULL 1/4'x 1/4'REVEAL-5 PL-3 PL-4 1/4'x I/4"REVEAL5 m PL-4 A i» i�J1 ACCENT BAND AT KICK VERTICAL&RAIN PL-10 N PL-2 FRONT ELEVATION COUNTER NT ELEVATION 24 STOR�4CE C45INET m 6 al J 21SC -101 5J PL-2 o BLACK T-MOLD,TYP 1 1/2"THICK PLYWOOD 1 1/2'THICK PLYWOOD SIM COUNTERTOP PL-2 GOUMERTOP PL-2 21 � LL C B a I1-6" 21 21 Z/�7— SIDEWALL BEYOND 21 = h BRU5F ED ALUMINIM 3 I/2'0/G y T( "� ADJUSTABLE PLYWOOD SHELVES WIRE FULL Lu =iry PL-3 Q PL-3 PL-3 y„T ACCESS PANEL TYP. p �9 O PL-2 iv m Tv m Q V/ S 4 p � c PL-2 O ry PL-10 PL-10 SURFACES AT BACK PL-3 � ALL IPI5IDE AND EXTERIOR SURFACES BLACK 3'-O" 3'-0" 3'-0" 3'-0" 2'-10' 6RO�I. 2 i0' l� a o _I 2'-0 Z cc Z FRONT ELEVATION la" STORAGE CAPINET a G 5 PACK ELEVATION COUNTER 4 PL-2 TOP AND EDGE 21 (�2 =1_0' 21 C / -�° t� ui Lu 0 o 21 a Z Q RETAIL FARTS 2-0° BLACK T-MOLD,'YP 2 2-0"S_ 1'-6' BAACK T-NOLD,7YP 10 SCALE: 1/2'-1'-0' 1 INTERIOR ELEV./DETAILS _ f =ry ACCESS PAWL1 1/2°6ATE Al 5PRING LOADED _ LICENSED Q PIVOT HINGE ARCHITECT NT� m ry 7 mAR-2780 F('-i E516NATOR-REFER TO INTERIOR FIN15H 5PEGIFIGATION5 I I/2"X 1 1/2' TS 2l AND E-4B(HONDA MANUAL) STOP W7 SILENCERS- PAINT TO MATCH WALL �y' 1010�SIGNATOR-REFER TO DRAWING NOTES ON THIS SHEET P-2 BARRETT SKNER CRAIG FOUR ELECTRICAL ACCESSACCESS E_o DETAIL DE516NATOR-REFER TO DETAIL 7 ON SHEET E-X STATE OF IDAHO //B SHEET# SE �_,CTION SECTION 0 5ECTION GRAPHICS DESIGNATOR-REFER TO SHEET 6-X(HONDA MANUAL) A 1 21 SCALE: 3/4 -I-�-0� 2I 5G E: 3/ _ -0' 21 - 3/ '-0� L 21-INTELEV-4 i i LEGEND DATE: MAR 06 II/^I - PROJECTAf: 0502 D F,,4 W f NCB NOTES F�o FIN15H DESIGNATOR-REFER TO INTERIOR FINISH SPEGIFIGATION5 DRAWN BY: B-CRAIG ON SHEETS 21 AND E-413(HONDA MANUAL) CHECKED: B-CRAIG I. G.G.TO PROVIDE ACCESS FOR COMPUTER GABLE AND ELEGTRIGAL 15, BLOCKING AS REQUIRED TO PREVENT MONITOR NOTE DESIGNATOR-REFER TO DRAWINGNOTES ON THI5 SHEET REVISIONS: IN WALL FOR ALL EQUIPMENT. FROM MOVINGBACKWARD5 FIN15H TO MATCH INTERIOR 2. 3/4"LAMINATED PLYWOOD TOUGH LATCH CONGEALED HINGE DOORS OF CABINETalNr 3. BLACK PERFORATED METAL 14. GHEGK WITH HONDA PRIOR TODETAIL DESIGNATOR-REFER TO DETAIL?ON SHEET E-X FELD 4. OPENING IN PANEL FOR TOUGH 5GREEN MONITOR TO F OPENING O DETERMINE IF TRADITIONAL OR 5, METAL 5TUD WALL WITH DRYWALL FACE STAND ALONE FLAT SCREEN MONITOR G-? 6RAPHI05 DESIGNATOR-REFER TO SHEET(5-X(HONDA MAN)AL) ACCESS PAWS LICE Of 6. SOLID WOOD FRAME PAINT TO MAT 15 TO BE USED. A5�E55ARY BELOW P-1'T. POWER ACCESS 15. MONITOR BY AHMG 02006 BY BALTEUS DESIGN Ib. GPJ/KEYBOARD BY AHMG GROUP,(BARRETT SKIVER 8. TOUGH SCREEN MONITOR cRAIG>THESE DRAWINGS 11. PRINTER BY AHMG ARE THE PROPERTY MAOFTHE -I. GABLE PA55 THROUGH IN SHELF BE REPRODUCED. 10. 11/2"THICK LAMINATED PLYWOOD COUNTER PL-2 15. WOOD TRIM APPLIED TO FACE OF WALL BE REPRODUCED. VERIFY TO MATCH COUNTER II. 1/2"METAL TRIM DIMENSIONS AND NOTIFY ARCHITECT OF ANY 12. ADJUSTABLE SHELVING ON HEAVYVARIATIONS.DUTY SURFACE ac? 20 LINE OF COLUTER WRITTEN DIMENSIONS HAVE MOUNTED STANDARDS ABOVE PRECEDENCE OVER SCALED 2 DIMENSIONS. BLACK 6ROMFR:T FIELD JOINT ABOVE Q M.n N 5 \� 4ai FteJDlNr SECTION RASP COUNTER ¢ N M 6 I' 6 3/4•PLYN"RIB FRAME z co O _ SIDES AND - I'-l' �i� 3 20 PRAP WITH I/LAMNATE y IL cc �Nj -�xv 17 BASE BASE Y. L- to CABINET LIFE OF CABINET N F- t 4 r COXTER ABOVE L: v7 M 18 ALGE55 PAN35 Q7 CJ Z n AS WCE55ARY L I— p PLAN VIEW zo FED Jow Q ea U.= CENTER BANDING TYPICAL A5 NECESSARY PANELSATORT O Q 7 1 LAMINA PL-4 2 . + BASE BASE II II E- P-4 MEN FORESHORTENED 11/2'1HIGK R. CABWT GASIET \ Oy O . COIRN73LI' PL-2 ^W G-12 ACCENTS PL-3 LAP m vERn AL GRA D ^ 5 - p_3 LINE AB RAISED - � V4'x I/4'Ri:VEA15 PL-4 TO'ABOVE ` P . c ACOf55 PANELS BLACK GROMMET ` ACCENT BAND41 K AS WTA 55ARY ABODE L\ SECTION THROUGH PRINTER OPENING PARTIAL ELEVATION ®PRINTER OPENING � vERTCALGRA PL-3 A-., [[[r��/ttt 20 /F .,SECTION THROUGH COUNTER BASE `�i SCALE: 3/4'=1'-O' SCALE: 3/4'=I'-O' e' 1" zo SCALE: 3/ _ -O' _FRONT ELEVATION 2' ' 20 SCALE:1/2' 1'-0' I'-4° I'-O• Iril I I%2'7FACK PLYWOOD d CaNTERTO° PL-2 1� O O G 6 AGCETtT BAND P-1 VERTICAL GRAI PL-3 N 6 114°x 1/4'REVEALS FPL-3 SI�PORf Eta 12 pL_ F O 3 20is ry O _cv I NG SIZ m ACCESS 14 B PL-3 PANELTYP LAMINA PL-4 TYPICAL Q [ / C 3 LL / I I 9 1/4'x VV REVEAL ,P 4' / 11 i q A7 SIDE PAMEL u BACK ELEVATION ACaNT BAND AT KICK 10 1 I I ry 16 20 SG E: I �(�- VERTICAL 6M pL-3Lu G SECTION a vi O in 2 10 _1 D Q c _ 2 H 2 22' 20 d Z Q P-4 PL-2 INTERIOR ELEV./DETAILS m i• I" MIN. SUPPORT AS MIN. �..IE AINEGE95AZY LICENSED BLACK '�'- � T-MOLD �• ARCHITECT AR-2760 PARTIAL ELEVATION o FOR TRADITIONAL TOUCH SCREEN MONITOR SECTION THROUGH MONITOR AND CPU 2O SCALE: 3/4'=I'-O' SIDE ELE CATION 1A DETAIL N SECTION SCALE: 3/4'=1'-0' 20 SCALE: 1/7 -I'-O' 20 CA E: I I/2'=I'-O' m SG : 3/ =1'-O' BARRE7T SKIVER CRAIG STATE OF B)AHO INFOf1"f4T1ON CENTER DETAILS JRECEFTION DESK IDEfi,417L5 SHEET#20INTELEV20- -3 LEGEND DATE: MAR 06 �_# 0502 FIN15H DE516NATOR-REFER TO INTERIOR FIN15H 5PEGIFIGATION5 PR AWN N RAIG g o DRAWING NOTES 11 /� 11 ON 5HEET5 21 AND E-46(HONDA MANUAL) 11 s CHECKED: ��G 3 19 �-t ® NOTE DESIGNATOR-REFER TO DRAWING NOTES ON THIS 5HEET DRAWING I NCB NOT S B REVISIONS: I. MOUNT LONGEST POSSIBLE J2,J3,OR J4 5TRIP FLUORESCENT TO FOLLOW CU;VE OF WALL, I. 6.6.TO PROVIDE AC E-55 FOR COMPUTER GABLE AND 1 HOLD FIXTURE TOWARD FRONT WALL-REFER TO 5HEET ELECTRICAL IN WALL FOR ALL EQUIPMENT. E-IA FOR LIGHT FIXTURE INFORMATION.(HONDA MANUAL) E_� DETAIL DESIGNATOR-REFER TO DETAIL?ON SHEET E-X 18 2. WALL MOUNT PLASMA 56REEN BY OWNER 2. 3/4'LAMINATED PLYWOOD TOUGH LATCH CONGEALED HINGE DOORS 4 tt CENTER MONITOR BETWEEN HORIZONTAL REVEAL 5GORE5 G-? 6RAPHIC5 DE516NATOR-REFER TO SHEET 6 X(HONDA MANUAL) 3. 3/4'LAMINATED PLYWOOD DIVIDER PANEL5 'I- 5 3. PROVIDE STRUCTURAL BRACING FOR LIGHT FIXTURE 5 PLATFORM A5 REQUIRED.FIXTURE5 WILL REST ON - 4. 6"X 8"TRA914 RECEPTACLE GROMMET 1a B PLATFORM A5 5HOWNI 5. METAL STUD WALL WITH DRYWALL FACE 02006 BY BALTEUS DESIGN 4. COMPUTER MONITOR 13Y OWNER- 6. K105 AREA COUNTER 5EE A-14 AND 2/E-4D FOR GROUP,(BARRETT SKIVER CRAIG)THESE DRAWINGS t2 6G TO PROVIDE 5UPPORTS AS REQUIRED MORE INFORMATION(HONDA MANUAL) ARE THE PROPERTY OF THE SEE 6RAPHIG5 SHEET QG-25A FOR - T. STANDARD I/4" REVEAL BRUSHED METAL PL-4 BE REPRODUCED MAYNOT 4 APPROXIMATE LOCATION(HONDA MANUAL) BE REPRODUCED. in C �` CONTRACTOR TO VERIFY 8. MUD DORMER BEAD 5. COFFEE NICHE 5EE E-13G FOR MORE INFORMATION DIMENSIOC'•NF S ANANY NOTIFY 9. PAINTED DRYWALL 1 (HONDA MANUAL) e 10. 1 1/2'THICK LAMINATED PLYWOOD COUNTER PL-2 VARIATIONS. Ea 6. PROVIDE POWER/DATA SUPPLY/ACCESS THROUGk WRITTEN DIMENSIONS HAVE 1I. TRA5H RECEPTACLE BY OWNER PRECEDENCE OVER SCALED 5 12''r FLOOR(OR THROUGH WALL/CEILIN6 WHEN DIRECT _-. 5 DIMENSIONS. CONTACT EX15T5.5EE PLAN FOR ACTUAL CONDITIONIS) -� 12. 3/4"LAMINATED PLYWOOD ADJUSTABLE 5HELVE5 1 ELEVATION - INFO CENTER FRONT WALL(FLATTENED) ON 5 MM PIN5 t C , "a _Oo T. PRINTER BY OWNER SEE B 13A AND SHEET 138 FOR MORE INFORMATION. 13. PRINT EXPOSED SIDES,BACK TOP OF NICHE 8. BEADED AND MUD CORNER 14. FLAT,5E6MENTED FACE OF GA5EWORK BENEATH O s 0,o 5 COUNTERTOP 2 Q 6�F 9. 6"X 8"TRA51-1 RECEPTACLE GROMMET 3$' 15. CURVED DRYWALL SURFACE OF INFO CENTER ABOVE U bA ~N 10. CONGEALED HINGE FACE MOUNT DOOR5(PLAT,5E6MENTED) COUNTERTOP u '� ca L �N 19 PL-12 11 G-24 P-t PL-12 19 PL-12 19 16. 5E6MENTED ANGLE GHAN6E TO AL16N WITH VERTICAL 11, REFER TO 6RAPHIC5 PLACEMENT PLAN ON 5HEET E-5 e 17 REVEAL LINE5 ABOVE COUNTER A z FOR GRAPHIC INFORMATION(HONDA MANUAL) (nCOF 12. OWNER 5UPPLIED TRA5H RECEPTACLE 15 � 11. WOOD TRIM APPLIED TO FACE OF WALL TO MATCH COUNTER 5C Q F 13, OWNER SUPPLIED FLAT SCREEN MONITORS ON 4 L.L, cn 15 P-t SHELF.PROVIDE MEANS FOR WIRING TO POKER AS NECESSARY 15 E--• � N M a✓ O P-1 15 14. CHECK WITH HONDA PRIOR TO FABRICATION TO DETERMINE IF MONITORS ARE TO BE STANDALONE FLAT 5CREEN5 OR BUILT so 1s 13 IN TRADITIONAL MONITORS RaDT� m m Q 7 5 PL-2 15. PAINTED DRYWALL NTcr �PL9Vlks -ate° z g TYP. 8 R`4'-Ip w F 1 16. STANDARD I/4"REVEAL BRUSHED METAL FPL-4 n PARTIAL PLAN/SECTION THROUGH UPPER WALL \ -_ o zo tB 11. KIDS PLAY COUNTER ON OPP05ITE SIDE OF INFO CENTER WALL 1s $G : 3/ '=f'-0" ^ w PL-4 4 18. SEGMENTED ANGLE CHANGE OF BASE CABINETS TO ALI6N „ WITH VERTICAL REVEAL LINE-5 ABOVE COUNTS PL-3 A PLIABLE MDF OR PLYWOOD ON CURVED 6"5TEEL WALL 5TUD5 5HOR a�vrro vtgLL (®S"O.CJ LAMINATED WITH PL-12 20. WOOD TRIM APPLIED TO FACE OF WALL TO MATCH COUNTER 19 E�EYATIONr�INFO CENTER FRONT WALL 21. 0)LAYERS 3/8'6YP50 ON OURVED 6"5TEEL WALL 5TUD5 3 12 3 (®8"O.GJ t2 9�0 D 4 14 PL-5 B 17 g GC A /V 16 O w 19 `/ TYP. a z z o B t ttP. �w w P 5 n PARTIAL PLAN/SECTION THROUGH BASE CABINETS o b 2 2 19 SCPLE:3/4-=1'-0' O 19 V woTH 51DE5'fYP.80TH 2t g s s 3 Q 7 OUTSIDE TO q/ESIDf R-2'-I1" 7 7 5 Q F' 4 ARCHITECTURAL PLAN t �-o B SCALE: / e - i 13 * gam. * B 5 W z Q 1 F O P-1 Z Q A S M g IQ j PL-5 17 � �• � � 13 INTERIOR ELEV./DETAILS 10 v IB• I � 17 5' 6' g m I T 4 j N 15 A 1 I 1 PL-4 z 11 9Do __ _ @ D 5 � 1 �SEGTION - INFORMATION CENTER PL-3 12 w SCALE: I/2 =I'-m" � - LIGHTING PLAN SCALE, / _ -O STATE OF IDAHO 1PARTI14 ELEVATION a COFFEE NICHE OPENING(FLATTENED) ^ SECTION THROUGH COFFEE NICHE SHEET# INFORz IATION CENTEFZ DETAILS UscALE. 3/4_ -m' I9 C L : 3/ =r-U' ". 19•INTELEV•2 P-I DATE: MAR 06 PROJECT a: 0502 DRAWN BY: B-CRAIG WOMEN'S 10,16-1 CHECKED: B-CRAIG REVISIONS: (2)LAY1R5 3/4' WG b MENS WC-2 PLYWOOD W/PL. LAM 3'-0° 02006 BY BALTEUS DESIGN GROUP,(IlARRETT SKIVER 7n n THE PROPERTY OF THE i'f) m PL-S bu bn ARCHITECT AND MAY NOT BE REPRODUCED. VENEERED PLYWOOD EFCONTRACTOR S ODNnF IMENON AN VERIFY SUPPORTS Q Q ARCHITECT OF ANY In 'o • VARIATIONS. O N O Q WRITTEN DIMENSIONS HAVE N PPEDIMCEDENa OVER SCALED N cV SF-I GB-I G&I 5'-0' 2'-b' INTEGRAL COVED TILE INTEGRAL COVED TILE ¢ n VARIES-CONSULT FLOOR PLAN(FORE5HORTENEP) GT-5 BASE REQUIRED AT SASE REQUIRED AT 2 Q y a RE5TROOM5 RE5TROOM5 CT-5 0 n bA ... &SCALELEVATION E VAT I ON - PERIMETER STOREFRONT V �f 00 N E: 2 E L E V4T I ON KIDS F'LAl' AREA 3LE V,4TION MEN's RESTROOM E L E V74T I ON WOMEN'S RESTROOM IA j 1/4' 1'-0' CSCALE: 1/4' = I'-0' 3/8' = I'-0' SCALE: 3/5' = i'-m' y d > V N P-2 P-I p-1 LU y a E ` M 80 m m Zm �a a =3 W OPTION F P-I o _ p � OPTION P W 4 P-I \1J � O CN 4 / lz �- \ O \\ \\ / O i HI li D-5 SF-2 GB 2 D-5 GB 2 GB-2 5F-2 D-I SF-2 D 2 P-2 D 4 P-3 (®WOOD WALLS)ELEVATION ELEVATION P TYPICAL OFFICE ELEVATION -CONFERENCE PARTS/UTILITIES 8 ELE4TtON ELEATION SCALE: 1/4 I-0 SCALE: 1/4' = 1'-0' SCALE: I/4 = I-0 OTHER SUPPORT SCALE: 1/4' - I'-0' SIDE WALLS SCALE: I/4" = I'-0' ALL PERIMETER WALLS S CURVED SOFFIT �Q ••^'b PL q W 6-13.2 P_I G-13.4 PL_q 6-133 P-2 O H o Q _0 J SERVICE RETAIL PARTS E�15 G Lu m a Z Q INTERIOR ELEVATIONS CASHIER LICENSED (� ARCHITECT m \ \ Q AR-2780 \ \ LEGEND a FINISH DE516NATOR-REFER TO INTERIOR PIN15H 5PEGIFIGATION5 ��1 / / ON 51EET5 21 AND E-46 IN HONDAS MANAAL BARRETT SKIVER CRAIG / O' NOTE DESIGNATOR-REFER TO DRAWING NOTE5 ON THI5 SHEET P-2 GB-I STATE OF IDAHO ESHOWROOM/SERVICE/PARTS e DETAIL GNTOR-REFER TO DETAIL 7 ON SHEET F-X SHEET# SCAA ELEVATION T I ON LE: I/4" = 1'-0' BACK WALLS E-15 AI DESIA I 18.INTELEV-1 R 06 5-Yb"x15"GLUE-LAM BEAM TO LL PLRA E ON CHU DATE: 0502 4x4 TOP PLATE REO.RIP PRo1Ea s: GUT OUT BLOCK FOR hU IOD®b'O.0 TO MATCH WIDTH OF GMU DRAWN BY: B-CRAIG BEAM POCKET WALL,PROVIDE x 10 AB. 2x4 PLATE ON LEDGER NAIL CHECKED: B-CRAIG 2x4 PLATE ON LEDGER 51MPSON GL5 5-5 ®4b"OG.EMBED BOLTS PLATE TO DEDGER W/(2)ROWS CONTINUOUS N LED6 SADDLE HANGER b'MIN.IN CMU,GOUNTER51NK Ibd®24"O.G.AND NAIL FLOOR REVISIONS:FINAL NS:STEEL CAI I HI=H2=IbY2" NUTS IN 4xSILL PLATE I Y5"T8G PLYWOOD DECKING SHEATHING TO PLATE Wl IOD® 5 AND b FROM EHM 1AIL5 GLUED AND 5GREWED b'-0"O G. RETAIN FACE SHELL ON FAR SIDE OF BEAM F F ® �- F.F.®_ POCKET T.O.M.3 �I-0� 51MP50N BLFSA BEAM SEAT IIO'-1 N (V BEAM BR6—_ _BEAM BRG—- 14"TJL'S®24"O.G. 14"TJL'S®24"O.G. 02006 BY BALTEUS DESIGN NON SHRINK GROUT 109'fJ 5/0" ---6 3�e" y —- " ro GRRAOUP 4BARRETT SKIVER (2)1-3/4'xll-l/8'LVL LEDGERS (2)I-3/4"xIl-l/8 LVL LEDGERS - ARE THE PROPERTY OF THE DOUBLE BOND BEAM-8'-0' BOND BEAM®TOP W/(2)5/8"AO'A.B.®16"O.G. W/(2)51WAO"AB.®16'O.G. ARCHITECT AND MAY NOT MINIMUM LENGTH-CENTERED COURSE pp C,MU P - 5-Ye"xl5"GLUE-LAM BEAM IN GROUTED VERTICAL CELLS - IN GROUTED VERTICAL CELLS BE CONTRACTOR T BELWO BEAM POCKET W/(2) (2)#4 HORIZ BARS (TYp) CONTRACTOR TO VERIFY (TYP) DIMENSIONS AND NOTIFY ARCHITECT OF ANY ®4'5 X S'-0"EACH VARIATIONS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL ¢ o a lll1� 3/4' = 1'-0' n SCALE: 3/4' 1'-0' n SCALE: 3/4' - 1'-0' 17 SCALE: 3/4' 1'-0' ^ L � a "M Z bA '7 m co L 8" din a 8" 8" b" COLUMN TO � V �^ a Y2"O DEFORMED BAR ANCHORS N y4" BASE PLATE NEL50N D2L OR EQUAL. WELDED u w Y4" TO TOP FLANGE C BEAM® L.L� N Q w H55 12"x8'x5/5"STEEL COLUMN O.G. Ya' RDGK OUT GMU STEEL STUDS®16"O.G. d z-- ANCHOR BOLTS, FOR ROOF JOISTS s. C J m TYPICAL OF(4) Y4' I/8" PL 3/a °x1'-OY2°BASE PLATE H55 12"x8"x3/e'STEEL COLUMN 3 z= ON COLUMN 5�6"x4Y2"x9"SINGLE PLATE PL%D°x8"xl'-0' CYO m QGMU AT PARAPET NOT SHOWN /;PL HEAR CONNECTOR,TYPICAL COVER AT TOP =o o N PL%'x10"xl'-IS EMBEDDED BASE _- 100;-0, �� BOTH SIDES OF COLUMN 800TI25 43 TRACK ATTACHED---- " - PLATE NU(4)/5 O ANCHOR BOLTS 4- - 2" m 6 TO 8"x3'STEEL NBE hU HILTI O z - - ----------- ENP2K-20 L15 POWDER ACT. TYPICAL STEM WALL REINFORGING 1 —_— A FASTENERS AT Ib'O.G. I J GONTINUOUS THROUGH PEDESTAL m _ _ I 6 p STAGGERED I Y2°GOVER TYPICAL--------_ - #3 TIES BA5EPLATE TO EMBED ED PLATE -__- #5 VERT.TYP.OF 3/"OA325-N BOLT TYPIG Ye I"xl"xYbNW ERECTION g Ya SEAT,REMOVE AFTER %5" ANCHOR BOLTS WEWED (4) 7 ) FIELD WELDING OF TO BOTTOM OF EMBEDDED H55 12"x8"x3/5"5TEEL COLUMN BEAM TO COLUMN Ye �— -{ BASE PLATE-TYP. Ya o r- xV DETAIL s STEEL COLUMNS 6 DETAIL m STEEL COLUMN/BEAM CONNECTIONS D E TA I L a STOREFRONT WINpOW SYSTEMS 3" b' 3 11 SCALE:: 3/4' 1'-0- IT SCALE: P 1'-0° 17 SCALE: I' = 1'-0" BASE PLATE a I-I I/2" Z 1/2" ` CIO ODRAWINGc NOTES 2 1. 1/2'THICK LAMINATED BOARD FES MaNTED OFF HALL O V PL 9 2. 1 1/2'LONS X I'DIA 5Po15FIW METAL STANDOFF o Rb'-b Y2"' R5'-5 Y2" 3.BOTTOM OF FEATURE TYPICALLY AT 10'-0'AFF. J ALL VISABLE GES Q R5'-5Y2" R5-5Y2" Rb'-bY2° 4 ° � LL g 65.8 a 3A5 fry bG.O � 0 — iV PL-9 , ELEVATION INDOOR T1JAvE z z a N ALL VISABLE EDGES n NTS 3'-I I/8 �'-8 P.6'-b I/2" ry d 5'-1 RS'-SY2" 3'-III/2" l'-II" W w W-6/Y ^ SECTION INDOOR WAVE RZ'-8 Y5" o n 31 bQ e 62 a NTS Z 6a A A TYPICAL STARTINGc TYPICAL MID SEGTMENT TYPICAL MID SEGMENT TYPICAL END SEGMENT L v/ � va° WALL SECTIONS 1'-8 3/8" 3'-8 1/2" R2'-8 0 . 3'-4 3/4" SEGMENT INVERTED b'9" 6'-9" b'-9" b'q" 6'q` 6'-9" 3'-5" 3'4 3/4 3'-4 3/4 3'4 3/4 3'-4 3/4 �' 3'4 3/4 3'4 3 I'-8 3/8" LICENSED ARCHITECT N _ � � AR-2760 m T J 3 B B— D C C f 17 BARRETT SRNER OtAIG A � �T STATE OF IDAHO ( 1 D E TA I L EXTERIOR CANOPY 10 DETAIL INDOOR WAVE SHEET# n NTS n NTS 17 17-SECTS T.O.M.® 2x8 TOP PLATES W/ DATE MAR 06 �4'=8�_-_-_-_-'-------- Y2'xlO"A.B.®4'-0"O.G. SINGLE PLY ROOFING PROJECT M 0502 COLORED METAL PARAPET AND 12'FROM EACH END RIGID INSULATION(6"MINIMUM) DRAWN BY: B CRAIG GAP FLASHING - - CHECKEp; B-CRAIG (1)#4 HORIZ.REBAR IN EACH WLGRAFT 13 520 STEEL REVISIONS: 3-20-06 BOND BEAM®TOP AND BOTTOM - T.O.M.® ROOF DECK REVISED STEEL BEAM COUR5E5 OF PARAPET S 51NaE PLY ROOFING $ , 3-; -------- AND COLUMN PER EHM T.O.B.® RI61D INSULATION(6'MINIMUM) 121-I/a B5G 22'-`i"------------------------- -_ EXP05ED DEGKIN6 AND BAR VULCRAFT IS B20 STEEL JOISTS TO BE PRIMED AND FLASH AND COUNTER FLASH I ROOF DECK PAINTED COLORED METAL EXPOSED DEGKIN6 AND BAR b"CANT. _ �� JOISTS TO BE PRIMED AND g/e'x4'x6"BEARING PLATE 02006 BALTEUS DESIGN GR GROUPUP,(BARRETT SKIVER PAINTED N/(2)Y;xb"WELD STUDS CRAIG)THESE DRAWINGS 8"PARAPET WALL(SOLID =- ARE THE PROPERTY OF THE GR01JT) �� WLCRAFT 24KT BAR JOISTS II SOLID GROUPED BE REPRODUCED.MAY NOT 48"O.G.BOLT TO STEEL BEAM VULCRAFT 16K4 BAR JOISTS WELD BAR J015T TO )4" VERIFY DEFORMED BAR ANCHORS FULL II 0 48"O.G.A"!I'SLOPE) BEARIN6 PLATES FOR DIMENSIONSS ANOR D NOTIFY HEIGHT OF PARAPET WELDED TO �� WI2x40 STEEL BEAM:, LATERAL SUPPORT ONLY ARCHITECT OF ANY VARIATIONS. TOP FLANGE OF WIO BEAMS®24' I� PRIMED. BEYOND IN WRITTEN DIMENSIONS HAVE O.G.(NELSON 026 OR E(�I)AL) II G ADDITIONAL BOND BEAM® PRECEDENCE OVER SCALED II ATTACH TRACK TO BOTTOM OF BEAM TOP COURSE W/(2)#4 REBAR W/HILTI ENP2-21LI5 POWDER ACTUATED FASTENERS(OR EQUAL)®161 O.G.ALT. STAGGER Q M N 1-;'2"FOAM AND YNTHETIG I I 8"C.M.U. 5T p >, c UlC 0 W/REI -ED W05125-43 STEEL STUDS® - Q d 2'-0° v "IMPACT"MESH IV'OL.N/R-21 INSULATION,6 MIL C7 ^ 'C c M VAPOR BARRIER,Vs'6YPBD d z � -0 II V2"PLYWOOD(EXTERIOR)(BEYOND) l7 L ao N N ATTACH TRACK TO(2)8005125-43 BEAM N/#10 SCREWS®16'OL. STAGGERED > s L3005125-45 TRACK TYPICAL #5 VERT.REBAR®I6"O.G. N Q w o II TOP AND BOTTOM 3 Nz"SOUND INSULATION = LAP BARS 30'MIN. II (2)8005125-43 LIP TO LIP1. °M° STRONG AXIS HORIZONTAL 6LsUED AND 50REWED GKIN6 - f� m 0 z= 10'-0" F.F.® W $--— III'-o" _ \ O 0 CANTILEVER CANOPY SUPPORT n 14"TJL's®24'O.G. N^ BRACING,(WELD TO COLUMN) II � PROVIDE SHOP DRAWINGS II FAGTOi2Y PRIMED AND FIELD STEEL STUD FRAMED II PAINTED (2)1-3/4"A1-1/8"LVL LE06ER5 CANOPY FRAMING,5EE II N/(2)5/8"xl0"AB.®16"O.G.(TYP) q-IT,PROVIDE SHOP II DRAWIN65 II " SUSPENDED 6YPB0 GEILIN6 II 55 12"WA/e"STEEL COLUMN '" SYSTEM BY U56®8'-0"AFF. II y - STOREFRONT WINDOW 5Y5TEM `L Ve"6YPBD BEYOND II ` 8"BOND BEAM N/(2)#4 IN VAPOR BARRIER HORIZ,REBAR CONT.®4'-0' II O.G. N o 2xb STEEL STUDS®16"OL., 3-Y2"INSULATION AND S WATER RE515TANT 6YPBD. BLOCKOUT FOUNDATION FOR U-1 COLUMN AND 6ROUT AFTER '� Q COLUMN 15 INSTALLED "' 5 �t - o I� V _ CONCRETE FOUNDATION WALL = 4"CONCRETE SLAB Wl bxb- HORIZ.EVENLY)d(1)5 VERT.REBAR Lu LL II 10/10 W.W.M.ON 3"GRAVEL d 0 16"O.G.,TIED TO REBAR IN z LEVELING COURSE � FOOTING.(ALT,5TA66% II 4"CONCRETE SLAB NU bxb .: EXTEND ALTERNATE VERTICAL Q 2 F F ® IO/10 W.W.M.ON 3'GRAVEL N BABOVE(30"M N INTO ON w U w 100E-0" LEVELINC'COURSE VERTICAL BARS IN 00 O F.F.® a z Q 1 $100--0" Y2'EXPAN51ON JOINT W SEALANT ENGINEERED FILL TO (TYPICAL) LANDSCAPING - __=I'�= 1=ITI n'lBE COMPACTED TO q5% CONCRETE SLAB N/REBAR WALL SECTIONS -_- - MAT(#4's®I6"O.G.E.W)ON 3" -- - ) I " --- -- - -HI-- 2"FOAM INSULATION - - - �q8'-8' - -- _ - GRAVEL LEVELING COURSE --- -I I'2'xl'-O"CONCRETE PIER W/ _ _ - (4)5 VERT.REBAR(10'HOOKS = 2'-O"xl'-0"CONT.SPREAD UNDISTURBED SOIL OR a LICENSED 8'II 1'-2.' 8"= TIED TO HORIZ.REBAR IN FT6)b 4 -: FOOTING N/(3)#4 HORIZ. ARCHITECT _ I - #3 TIE5®10"O.G. ENGINEERED FILL. TO - <. - BE COMPACTED TO q5% �' REBAR CONT. AR-veo N�611NE TURBED FILL.ERED 501L 0� _ 2'-6'x2'-0"xl'-O'PAD FOOTING 8" 8" 8" QL BE COMPACTED TO q5% +�l0 I N/(3)#5 HORIZ.REBAR E.W.. 2-0' BARRETT SKIVER CRAIG STATE OF IDAHO SQUARE �- ----UNDISTURBED 50IL OR I SECTION a OFFICE/PARTS UTALL H SECTION ENGINEERED FILL. TO �j Ib SCALE: 3/4' I'-m' SHEET# m EXTERIOR COLUMNS BE COMPACTED TO q5% I 16 SCALE: 3/4' � I'-D' 1 16-SECT4 COLORED METAL PARAPET FLASH AND COUNTER FLASH DATE: MAR 060501 RLA5H AND GOUNTER FLASH GAP FLASHING GOLORED METAL(8 6"GANT) COLORED METAL PARAPET PROJECT#: B C0502 DRAWN BY: --------- v 51N6LE PLY ROOFING B-CRAIG RAIG COLORED METAL -t `* T.O.M.��-—-—- GAP FLASHING cHECICED: FOAM DRAINAGE CRICKETS 123'-4" > RIGID IN%LAflON (6"MINIMUM) 2x8 TOP PLATES W/ REVISIONS: 51N6LE PLY ROOFING - T.O.M. 2x8 TOP PLATES W/ _8-- -—-—-—- Y2NIO'AB.®4'-0"O G. )�'x10'AB.®4'-0'O.G. I VULGRAFT IS 520 STEEL AND 12"FROM EACH END AND 12'FROM EACH END ROOF DECK 8"PARAPET WALL(501-I0 RI61D INSULATION(6"MINI10.k1) GROUT) EXP05ED DECKING AND BAR - - FLASH AND COUNTER FLASH VULGRAFT 1.5 B20 STEEL JOISTS TO BE PRIMED AND COLORED METAL ROOF DECK T.O.M.__ -—- -—-—-—_ 120'-8`® PAINTED b"CANT. 02006 BY BALTEUS DESIGN EXPOSED DECKING AND BAR 8'GMU PARAPET(SOLID 4 SINGLE PLY ROOFING GROUP,(BARRETT SKIVER v VULGRAFT I6K4 BAR JOISTS CRAIGJ THESE DRAWINGS GROUT) ARE THE PROPERTY OF THE JOISTS TO BE PRIMED AND GUT GNN AROUND BEARING ®48"O.G.4a°:I'SLOPE) RIGID INSULATION (6"MINIMUh) ARCHITECT E REPRODUCED MAY NOT PAINTED A5 RE61, CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY VULGRAFT 16K4$28KI0 3/B"x4"xb"BEARIN6 PLATE VULOF DEFT 1 B20 5TEEL ARCHITECT OF ANY S. BAR JOISTS®48"O.G. NU(2)&xb"WELD STUDS WRITTEN IM IYq.1 5LOPE) WRITTEN DIMENSIONS HAVE SOLID GROUTED EXP05ED DECKIN6 AND BAR DIMENS IOWVER SCALED WELD BAR J015T TO 12"FOAM AND 5YNTHETIG J0151`5 TO BE PRIMED AND SEARING PLATES STUCCO NV REINFORCED PAINTED "IMPAGT'MESH VULGRAFT 24KT BAR TYPICAL RELIEF PATTERN -4 #5 VERT.REBAR®16" o __ JOISTS 48°O.G. Q z. a a O.G.,LAP BARS 30"MIN ---------------------- — z 'S ra ,L m $N _ BLOGK FILLED AND PAINTED GMU PILASTER(BEYOND) ON INTERIOR (� a 1-§'DEEP x%a'REVEAL - I-Y2 DEEP x 34'REVEAL - > u a (IYPIGAL) (TYPICAL) WAZ'LINTLE 5LOGK5 W/ BLOGK FILLED AND PAINTED BLOCK FILLED AND PAINTED (2)#5 HORIZ.REBAR AND #5 VERT.REBAR®I6"O.G. 8"BOND BEAM,(®LOCATION �--� ON INTERIOR00 - LAP BARS 30'MIN. ON INTERIOR OF 13'-0"TALL WINDOWS ¢ ?s O #5 VERT.RE13AR®8'O.G. 4 m mo a v Q LAP BARS 30'MIN.(5EE ROOF p \ - — uT FRAMING PLAN FOR LOCATIONS n \ O p I-Y2"FOAM AND SYNTHETIC 5TUGG0 W/REINFORCED I 8"xlb"LIME BLOCKS W/ "IMPACT"MESH (2)#5 HORIZ.REBAR LI 5 b4 �9 STOREFRONT WINDOW SYSTEMS 8'BOND BEAM IN(2)#4 HORIZ.REBAR GONT.®4'-0" O.G. W2 FOAM AND SYNTHETIG t� 51UG60 NU REINFORCED 'IMPACT"MESH COLORED ALUMINUM SECTIONAL {-J OVERHEAD DOOR W OPERATOR O 8""SPLIT FACED"G.M.U. _ a b'PIPE BOLLARD FILLED W/CONCRETE(ROUND OFF HOLD FOUNDATION DOPIN AND TOP)SHOP PRIMED AND RUN CONGRETE SLAB OVER in 0 FIELD PAINTED TYPIGAL®ALL OPENINGS 0 � a GONGRETE FOUNDATION WALL 4 4'CONCRETE SLAB W/bxb- IOAO W.W.M.ON 3"GRAVEL 3 W/(3)#4 HORIZ.REBAR(5P. I HOLD FOUNDATION DOWN AND LEVE1I1,16 COURSE z EVENLY)S(1)#5 VERT.REBAR Q 0 16"O.G.,TIED TO REBAR IN RUN�NGREE SLAB OVER pF• Pk I FOOTING.(ALT.STAGGER) TYPICAL®ALL OPENIN65 D EXTEND VERTICAL BARS 6"CONCRETE SLAB W/REBAP g (I6"OC)INTO GMU ABOVE 4'CONCRETE SLAB W/REBAR MAT(#4's®Ib"O.G.E.W)ON 3" :p (30"MIN LAP ON VERTICAL I MAT(#4'5®Ib"O.G)ON 3' _ -- O 4 Q o 6RAVEL LEVELING COURSE c� ry ! _ :II- v— ! °10, " z Q '° BARS IN GMU) � GRAVEL.LEVELING COURSE a -_ I -- ' F.P.® - L.=••�------ I-llli` -itil It1111 =� ENGINEERED FILL TO WALL SECTIONS 2"FOAM INSULATION - .+ _ _ iqEi ll,-I� _h�l� I' BE GOh>1'AGIED TO G5% J=i -LI III I I r �r - 2"FOAM INSULATION 2"FOAM INSULATION TI I 11�11u— 1 II �11 _ram IlJli N, � ITt��ll} I—ilI N —All { -i111 -III �� i�ll I '1'll I L�H I �Illu_I I I S �I(( IIII I t I-11i1 {- T(I I 11` I Li11 .11t � 1111I�hIIt-II 11� LICENSED 1 ARCHITECT EN6INEERED FILL TO _ I I - ( I_IL�I ° " I ENGINEERED FILL TO .i' - II_ AR-2780 BE GOMPAGTED TO 95% II � =1 - �� l (IE = IIII BE GOMPAGTED TO 45% - •° AT-1 2'-O"xl'-O'GONT.SPREAD I�- 111 ° ION',IJ!_ ° - 4 FOOTING W/(5)#4 HORIZ. II p o 1 REBAR GONT. 11T'. UNDISTURBED 501L OR (-!! III O I1—' P" S" 8" BARREttSKIVERCRAIG ENGINEERED FILL. TO 8 Tb- 2'-0" BE COMPACTED TO 95% 2'-0" STATE OF IDAHO �.I * SHEET# G SECTION 5ERvIGE/PARTS EXTERIOR UJALL / D %SECT I OI V m SERVICE/FEGEPTION �5r CT I OI�1 g SHOWROOM EXTERIOR WALL , L'. to SCALE: 3/4' = 1'-0' t4 SCALE: 3/4' = 1'-0' 4 TYP.OWSD 4 SCALE: 3/4' = 1'-0' 145E4 DATE: MAR06 F PRO]ECT#: 0502 [-7IS DRAWN BY: KRAIG CHECKED: B-CRAIG REVISIONS: G 14 I6 02006 BY BALTEUS DESIGN 2 GROUP,{BARRETT SKIVER 1/4" CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT ------ -- — - — ---- T.O.M. BE REPRODUCED. - 123'-4" CONTRACTOR TO VERIFY -- DIMENSIONS AND NOTIFY ARCHITECT OF ANY ® T.O.M. VARIATIONS. a 120'-8" WRITTEN OVER SCALED E DIMENSIONS. C. C7 bb^A '� M r •L m N N mlf W H W T7 8W o � �p GYM m O J.: -L--Jl U. J, `v 'llw !101 F.F. 0 A SECTION 6 (LOCATION) _ 13 SCALE: 1/4' = 1'-0" D G 14 15 �yM® 4-J I/4" U. ------- ---- T.O.M. 123'-4" _ Wild T.O.M. 120'-8" Q ® O O _ F e lwI Q � � 3 'Will a `c' jIwl N 111111 Mill a z Q N WILPI BUILDING SECTIONS LICENSED ARCHITECT AR-2780 F.F. BARRETT SKIVER CRAIG � STATE OF IDAHO SE CT�ON m (LOCATION) SHEET# 1s SCALE: 1/4' = I'-0' 13 13-SECTI DATE: MAR 06 MASONRI' LINTLE SCHEDULE VULGRAFT 28KIO BAR J015T5®48"O.G. VULCRAFT IbK4 BAR JOISTS®45"O.G. PR03ECTA 0502 DRAWN BY: B•CRAIG 8"GMU LINTLE BLOCK W/(2)#5 HORIZ. CHECKED: B-CRAIG �1 REBAR CONT.TIED TO(2)#5 VERT.REBAR REVISIONS: 3-20-06 ®51DE5 OF OPENINGS G REVISED STEEL BEAM Ib"GMU LINTLE BLOCK W/(2)#5 HORIZ. 3 6 la 3 3 4 AND PER E14M,1350 [2 REBAR CONT.TIED TO(2)#5 VERT.REBAR ®51DE5 OF OPENIN65 _ 8"CMU LINTLE BLOCK"SPLIT FACED" 3] I V(2)#5 HORIZ.REBAR CONT.TIED TO 1 1 1 (2)#5 VERT.REBAR®51DE-5 OF OPENIN65 16"CMU LINTLE BLOCK"SPLIT FACED" 3 I I I I I I I I I I I I I I 02006 BY BALTEUS DESIGN I I 1 I 1 1 I 1 I 1 GROUP BARRETT SKIVER I I 1 I I I I I I I I 4 W/2)#5 HORIZ.REBAR GONT.TIED TO i -T' CRAIGj HESE DRAWINGS (2)#5 VERT.REBAR®51DE5 OF OPENINGS I 19� I I I I ®I I I I I I I I I I I I I I I ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED. 24"GMU LINTEL(I6'LINTEL BLOCK 4 8"BOND BEAM BLOCK ABOVE,50 6ROUTED T06ETHER) -- CONTRACTOR TO VERIFY I I I I 1 I I 11 I I I 1 W/(2)#6 HORIZONTAL REBA%ATOF S TIED I I I I I ( VARIATIONS.DIMENSIONS AND NOTIFY ARCHITECT OF ANY TO(2)#5 VERTICAL REBAR OPENINGS. 'I 2 '#6 HORIZONTAL REINFORCINMUST R�U _I RTW 3 WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. EXTEND 30"MINIMUM PAST 51DE5 OF 0 IN 6ROUTED GOUR5E5(5TANDARD BLOCK) I 24"GMU LINTEL(16"LINTEL BLOCK 8 8"BOND I ( I I I I I I I I I I I I a M N BEAM BLOCK ABOVE,SOLID GROUTED T06ETHER) I I I I I I ( I I I :3Q o a .^.. W/(2)#6 HORIZONTAL REBAR GONTItdbUS TIED I I I I I 1 1 1 1 I I I 1 1 I 4 O p� a a 06 d�. TO(2)#5 VERTICAL REBAR AT SIDES OF OPENIN65. ( I I I I I I I I I I I 0 v M #b HORIZONTAL REINFORGIN6 AT LINTELS MU5T I I I I I I I I I I I I I i z �� ao 3 I I® I I I I I I I I ❑I EXTEND 30'MINIMUM PAST 51DE5 OF OPENINGS IN V L m N N 6ROUTED GOUR5E5(SPLIT FACED BLOCK) I I I I I I I I I I RITU I Y I V a - NOTE: #5 HORIZONTAL REINFORCING AT LINTELS MU5T EXTEND 25" I I I I I I I 1 I I I I I I .`•. MINIMUM BEYOND SIDES OF OPENING >S IN GROUTED COURSE U.NA. I I 1 1 1 , � � v N I I 1 I I 1 1--I I I I I I I I I I I I. I I I I I I I I I I I I L W ALL LINTEL5 TO HAVE#5 VERTICAL ®16'O.G. 4 LL1 I n I I I 1 1 1 1 I I I I I 1 I 1 ' I � L- 3f�.+, LZ M Q I I I I I I I 1 I I I I I I M M..y �TEE�L....Bti.E. AM.,�SC..»�HEDULM.�ER IIIII IIIIII IIII1I IIII1I IIII1I IIIII1I IIIIII1I IIII II1I II11' IIII1I IIII11 1IIII1 - 1IIIIII IIIIII1 IIIII1 III1 IIII1 I11II 4 W1 W O In~ _a STEEL BEAM,FIELD PRIMED AND PAINTED 3 2 O OO BE VERTICAL REIFORCING FOR GMU WA T S,#5's® OIN GOO ® GELL5. I I I I I I I I I RTu I I I I I I I 2 AA Tea"x9�'s°PARALLAM 1 1 I 1 1 I 1 I I I 2 I I I I I I I I I I I 1 1 I I I I 1 I I I I I I 1 6"ROOF DRAIN✓E EMERGENCY SCUPPER DRAINAGE CRICKETSAm (TYP.OF(4)) I 1 1 1 I I I I I 1 I i 1 3314" 34'-0" L — _ J 2 I I 1 I 1 1 I 1 I I I 1 I I i ---- - -- ------ ----------- -- - -- _-- 51 2 I I I I 4 1 I I I I I I I I I I � � B I 1 1 I I I i I I I 1 1 1 I , Bi — I 1 1 C ■'\ 4 RTU RTU VULGRAFT IbK4 BAR J015T5®48"O.G. — — — — — — — — — Lu A III ' ' A A A 'p I VERTICAL REINFORGIN6 FOR GMU WALL5 \\ v�" O W = ®MARKED WALLS,#5's®8"O.G.IN GROUTED ` — — — — — — — — — — — — — J o 4 RTU CELLS. AA a '� H W f 6"CANT(TYPICAL) II-1/811 TJI/110's®24'O.G. z 3z3 a � F- _ tv. VULGRAFT 24K i BAR JOISTS' "O.G. W W R1Uf �f a o 110. Z a ROd�DECKING NOTE: _ ROOF DECKI9&TQ BE 20 6A 146""B'DECK ROOF FRAMING PLAN FA5TENED TO JOTS WITH%'PUDDLE VFL05 36/4 PATTERN AND TEK SCREWS AT 12" f — - ROOF F�A�ING FLAN O.G.AT SIDE LAPS. I z LICENSED SCALE: 1/8' 1'-0' ARCHITECT AR-2780 BARRETF SKIVER CRAIG i,00F SLOPE fi L AN STATE OF IDAHO SCALE: 1/16' = 1'-0' z 2-ROO�� DATE, MAR 06 EXTERIOR SIGNAGE NOTES GENERAL NOTES LEGEND PROJECT#; 0502 GRAPHIC COMMENTS A. ELEVATIONS NOT 5HOWN SHALL RECEIVE SAME OR ® NOTE DE516NATOR-REFER TO DRAWING NOTES ON THI5 SHEET DRAWN BY. B-CRAIG COMPLEMENTARY FINISHES,TO MATERIALS SHOWN BELOW CHECKED: c_I THE HONDA'H'15 A 9"DEEP,NON-ILLUMINATED LOGO,FABRIGATED IN ONE B. NEW EIF5 EXTERIOR 51DIN6 TO BE SCORED IN 4'X8' c-x 6RAPHIGS DE516NATOR-REFER TO SHEET 6-X REVISIONS: OF TWO RADII G41RVE5 U51N6 MOLDED FIBER61LA5 MATERIAL.IT 15 MOUNTED PATTERN.WHEN NOT GRAPHICALLY SHOWN: 8'-0' TO THE FACE OF THE ENTRY CYLINDER AND REQUIRES APPROPRIATE BLOGKIN6 4'-0" TO ATTACH THE SIGN TO THE CYLINDER.ACCESS MUST BE PROVIDED WITHIN � FIK15H DE516NATOR-REFER TO EXTERIOR FINISH SCHEDULE ON SHEET 2b THE CYLINDER FOR THROUGH BOLT CONNECTIONS. ODRAWING NOTES c-z I. PROVIDE L160% G-3 THESE 516%ARE INTERNALLY ILLUMINATED 'GAN"TYPE 516N5 WHICH REQUIRE 2. 516NA6E OCCURS AT CENTER OF OVERHEAD DOOR5 BLOCKING IN THE EXTERIOR WALL5 3. STAIRS C2006 BY BALTEUS DESIGN G-4 GROUP,(BARRETT SKIVER 4. RAMP CRAIG)THESE DRAWINGS IMACEPOINT 15 AMERICAN HONDA5 AUTHORIZED 516M PROVIDER. A RE TH E PROPERTY Of THE 5. 516NA6E CENTERED ON WALL ARCHITECT AND MAY NOT ALL EXTERIOR WALL MOUNTED 516NA6E HAS SPECIFIC ACCESS,ELECTRICAL BE REPRODUCED. CONTRACTOR TO VERIFY AND SUPPORT(BLOCKING)REQUIREMENTS WHICH MUST BE OBTAINED FROM DIMENSIONS AND NOTIFY IMA6EPOINT AND COORDINATED WITH DEALERS ARGHITEGT/fN61N�R. ARCHITECT OF ANY FOR MORE INFORMATION ON WERE THESE SIGNS ARE TO BE PROVIDED, VARIATIONS. CONTACT YOUR HONDA PR06RAM MANAGER. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. SYNTHETIC 5TUCGO 0 >_ o oa N o 4 COLORED METAL PARAPET G V ^ N Iw+ GAP 14 z CF-3 0 P-6 130'-O" P-6 A V a T.D.P. 12'7 4� ; = 124'-8" ;� N L FW COLORED METAL EMER6ENCY L u L^ Q SCUPPERS,MATCH GFEI M PAINTED SPLIT FACED H m C1 GMU D-4 D-2 D-2 D-4 D-2 EXPAN51ON JOINTS 0 TYR TYP. ' I TYP. 20'-0'O.G. j ROOF DRAINUSE S It ELEVATION ROOF DRAIN SCALE: 1/8' = I'-0' O 4- METAL GLAD CURVED a ENTRANCE CYLINDER COLORED METAL PARAPET Lu CF-3 EIFS-1 CF-1 CF-2 GAP P-6 M-2 T � 123'-4" 124'-8" Q W COLORED METAL 51DIN6 w Z z BY ALUGOBONDyHlyly' Q ............ - o a a o z 1 4 SYNTHETIC STUCCO O '- ELEVATIONS F F. G8'-8" 100'-O" SF-1 M-3 4 3 TYP' b'-0"x4'-0'PANEL LICENSED ARCHITECT REVEAL AR-2780 PAINTED FLIT FACED SOUTH ELEVATION GMU P-6 SCALE: 1/6' = 1'-0' BARRETI SKIVER CRAIG - STATE OF IDAHO SHEET# 11 11•ELEV2 DATE: MAR 06 EXTERIOR SIGNAGE NOTES GENERAL NOTES LEGEND PROJECT#: 0502 DRAWN BY: B-CRAIG GRAPHIC COMMENTS A. ELEVATIONS NOT 5HOWN SHALL RECEIVE 5AME OR ® NOTE DE516MATOR-REFER TO DRAWING NOTES ON THIS SHEET CHECKED: B-CRAIG COMPLEMENTARY FINISHES TO MATERIALS 5HOWN BELOW G_I THE HONDA"H'15 A Q"DEEP,NON-ILLUMINATED 1-060,FABRICATED IN ONE B. NEW EIF5 EXTERIOR 510IN6 TO BE SCORED IN 4'X8' REVISIONS: OF TWO RADII CURVES U51N6 MOLDED FIBER6LA5 MATERIAL.IT 15 MOUNTED PATTERN,WHEN NOT 6RAPHIGALLY 5HOWN: 8'-0 G-x GRAPHICS DESIGNATOR-REFER TO SHEET G-X TO THE FACE OF THE ENTRY CYLINDER AND REQUIRES APPROPRIATE BLOGKIN6 4>_0 TO ATTACH THE 516N TO THE CYLINDER.AC(E55 MUST BE PROVIDED WITHIN FINISH DE516NATOR-REFER TO EXTERIOR FIN15H 5GHEDULE ON SHEET 26 THE CYLINDER FOR THROUGH BOLT CONNEGTION5. ODRAWING NOTES G-2 1. PROVIDE L16HTIN6 THESE 516%ARE INTERNALLY ILLUMINATED'CAN"TYPE 505 WHICH REQUIRE 2. 516NA6 OC E CURS AT CENTER OF OVERHEAD DOORS G-3 C2006 BY BALTEUS DESIGN BLOCKING IN THE EXTERIOR WALLS 3. STAIRS GROUP,(BARRETT SKIVER C-4 CRAIG)THESE DRAWINGS 4. RAMP ERTY OF THE IMA6EPOINT 15 AMERICAN HONDA5 AUTHORIZED 516N PROVIDER. 5. 516NA6E CENTERED ON WALL ARCHITE OCTAND MAY NOT ALL EXTERIOR WALL MOUNTED 516NA6E HAS SPECIFIC,ACCESS,ELECTRICAL BE REPRODUCED. AND SUPPORT(BLO(KING)REQUIREMENT5 WHICH MUST BE OBTAINED FROM CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY IMAGEPOINT AND COORDINATED WITH DEALERS ARGHITECT/Bd61NEER. ARCHITECT OF ANY FOR MORE INFORMATION ON WHERE T)ESE SIGNS ARE TO BE PROVIDED, VARIATIONS. WRITTEN DIMENSIONS HAVE CONTACT YOUR HONDA PROGRAM MANA66Z PRECEDENCE DIMENSIONS.OVER SCALED 20'-0"DIAMETER METAL GLAD ENTRANCE CYLINDER = Q M N A EIFS-1 CF-1 G-3 CF-3 M-3 o Q d V N N bA SYNTHETIC,STUCCO M-2 G-1 Is CF-2 COLORED METAL PARAPET V �� C�0 N N H GAP V 4` 2CF-3 M-3 CF-3 EIFS-1 S G-4 OLQ� �_ --- - 6 -- - - -----------1-QE� ; a 5 12'1'-4" N L H - 4> I SYNTHETIC STUCCO � � C 0� idlkau � 3 � Se i e n t f -- COLORED METAL SIDING m m 0 BY ALUGOBOND ° COLORED METAL CANOPY O0 we a jI .- PAINTED SPLIT FACED / _ GMU(COLOR TO MATCH / m_ in EIF5-I) P-6 \ / - - 8 Qj 100-00 ^ G-5.1 CL SF_1 4 G-9 D-1 3 M-2 E { �q7 6-0'k<+-O'PANEL 2 NP'esim REVEAL ERCURVED WALL UNDERSIDE FRONT EDGE TYP. EA6T ELEVATION SCALE: 1/8' - 1'-& a i METAL CLAD ENTRANCE CYLINDER w M-3 CF-3 p E CF-3 Q 0 COLORED METAL PARAPET CF-2 Cf-1 G-2 14 EIFS-1 F o GAP 130'-O" P-6 -ITQ-p z COLORED METAL PARAPET 3 z_ 9� ®-— GAP 124'-8" - ------31 4 9 Q 123-4" h HIM m COLORED METAL 510IN6 w o BY ALUCOBOND Z pQ COLORED METAL CANOPY _ _ Lr °OO PAINTED SPLIT FACED ELEVATIONS GMU(COLOR TO MATCH 4 EIFS U P-6 SYNTHETIC STUCCO LICENSED ARCHITECT 100'-O" _—_ F.Fi y -sxeo SF-1 SF-1 D-2 TYR TYP. - BARRETS SKIVER CRAIG NORTH ELEVATION STATE OFIDAHO SCALE: 1/8' - 1'-0' SHEET# 10 10-ELEVI 51M DATE. MAR 06 MA50NRY LINTLE SCHEDULE I A PROJECT$: 0502 b 13 8"GMl LINTLE BLOCK W/(2)#5 HORIZ. DRAWN BY: B-CRAIG 3 CHECKED:p 1 ®@51DE5 OF OPENINGS REVISIONS: REBAR REVISIONS: B-CRAIc 13 16"GMU LINTLE BLOCK W/(2)#5 HORIZ. REBAR CONT,TIED TO(2)#5 VERT.REBAR ----- i i a 51DE5 OF OPENINGS _ I b°GMU LINTLE BLOCK'SPLIT FACED" _ 1 W/(2)#5 HORIZ.REBAR CONT.TIED TO I (2)#5 VERT.REBAR®51DE5 OF OPENINGS `----------- 16"GMU LINTLE BLOGK"SPLIT FA( PARTS D 02006 BY BALTEUS DESIGN __ __ N 22 RISERS®6-22/32° BELOW cRAK J TIHESE DRwwlNcs �✓ 4 W/2)#5 HORIZ.REBAR GONT.TIED TO "v GROUP, BARRETT SKIVER I r__—__ 1 (2)#5 VERT.REBAR®SIDES OF OPENINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT Lv ----- 24'GMJ LINTEL(Ib"LINTEL BLOCK d a'BOND BE REPRODUCED. 14'T.R.'s®24"OL. ❑5 BEAM BLOCK ABOVE,50LID GROUTED TOGETHER) CONTRACTOR TO VERIFY # 24'-q" II'-9" 5'-b' 13'-11, DIMENSIONS AND NOTIFY (2)I-3/4"xll-7/b"MIGROLAM LEDGERS 1 W/(2) 6 HORIZONTAL REBAR GONiIN10U5 TIED ARCHITECT OF ANY ----- W/(2)5/b'xIO`A.B.®161,O.G.(TYP) TO(2)#5 VERTICAL REBAR AT 51DE5 OF OPENINGS. VARIATIONS. #6 HORIZONTAL REINFORCING AT LINTELS MUST WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED I I I CC I I I I i 1 1 I EXTEND 30 MINIMUM PAST SIDES OF OPENINGS IN b'-0" b'�i° 4'-0" I 4 o DIMENSIONS. 1�r- 11 GROUTED GOUR5E5(STANDARD BLOCK) P g Hb v 17 51MP50N 6L5 5S SADDLE I I , i HANGER HI=Hz=ib�", I I I "I IIII � � I I I I III I ( 24'GMJ LINTEL(I6'LINTEL BLOCK d b'BOND ii7 1 I I 1 1 5=T_/4n I .I I BEAM BLOCK ABOVE,SOLID GROUTED TOGETHER) * Op 4 Q_ o a 3 I I I I I I 1 1 1 1 1 1 1 _ �f 1 1 1 1 1 I 1 1 1 1 1 1 1 I I I I I 1 1 1 1 2 W/(2)#6 HORIZONTAL REBAR GONTIN10115 TIED � BEAM POCKET IN n I I I I I I I I I III I I I TO(2)#5 VERTICAL REBAR AT 51DE5 OF OPENINGS. ��nn Q o d 11 1 11 1 1 1 1 I I 1 1 1 I , ( I I I I I I 4 V 1 M GMU WALL i i i i l l l AA I I 1 1 l i i i l i l BB I I 1 1 I CC I ' � ' I I I I I 1 1 #b HORIZONTAL REINFORGIN6 AT LINTELS MUST Wl ao IT EXTEND 30'MINIMUM PA5T 51DE5 OF OPENINGS IN UNFINISHED Iq R15E%®6-�6' T z "tC N N T GROUTED COUR5E5(SPLIT FADED BLOCK) 5PAGE o %n L- 1 NOTE: p V u 1 1 1 1 I I I I I I I I I I II 19 I I I I 1 I IIII I bx6 PARALLAM P05TI 4�- 1I-12 6xb PARALLAM POST I I 1 I III I I I I #5 HORIZONTAL REINFORGIN6 AT LINTEL5 MU5T EXTEND 25" � n ; Il I I I 1 I I I III I III I I �� MINIMUM BEYOND 51DE5 OF OPENINGS IN GROUTED COURSE U.N.O. .� I,11 1 1 1 I I I I , I 11 I I ALL LINTEL5 TO HAVE#5 VERTIGAL a 16"O.G. D u m m N 1 1 1 1 1 II I I I I I I I L 1 1 1 1 1 Y am\ N L Q h M 0 Q? 24'-B" 3'-4" q'-4" 3'-4" q'-4' 3'-4" q'-4' 3'-4" 6'6- 3 `+O 1 1 m m 0 ?_ 14'T.IL's®24"OL. WOOD BEAM SCHEDULE SIb �M o AA 5-1/5"x&'GLUELAM 24F-V8 \ O N BB 5-1/8"x15"GLUELAM 24F-V4 ^LLLJJJ CC (2) 1-3/4"X9-1/2" MIGROLAMS 2rb FL00fR FRIA1-1(NG FLAN Z 2nd FLOOR FLAN Z �l SCALE: I/8' = I'-0' L n LL eGHED IL / SCALE: I/8' I'-0' mmmmm b REINFORCED GNU WALL 6QUARE FOOT,4C �S 15t FLOOR 12p62 SF %wJ 4",b',b"FRAME WALL5,(ENGINEERED FUTURE 2nd FLOOR 2,400 SF 5TUD5 OR STEEL 5TU05) �I 3)z"SOUND INSULATION eA O a I ya°TdG PLYWOODD DECKING = GLUED AND SCREWED ul F.F. 11i'-o a n, 0 "'11 14 TJL5 ® 24 O.G. W I J.., c 4'-0' (2)I-3/4"xU-l/b'LVL HEADER5 a GLUED AND NAILED v I)'4" PAINTED STEEL RAIL Z z ® 36"AW\/E NOSING5 Q C sy2"SOUND INSULATION m V GYPBD U G 3/4'PLYWOOD SHEATHING SUSPENDED GYPBD CEILING 0 Z R15ER5 AND TREADS SYSTEM BY U56® 8'-O" A.F.F. I�-p• 2x6'S(D.F.#2 OR BETTER) II" ® 16"O.G. 5/en GYPBD 4 1 y4" PAINTED STEEL RAIL 2nd FLOOR PLAN II"2x4 STUDS® I6"O.G. - 2x6 STUDS® I6"O.G. ® 56"ABOVE NOSIN65 � 4 5/e" GYPBD m 5/4" PLYWOOD SHEATHING LICENSED RISERS AND TREADS ARCHITECT 4" CONCRETE SLAB W/bxb- Aa-27e0 2x4 RW.OR P.T. SILL 10/10 W.W.M.ON 3" GRAVEL PLATE,SHOT TO SLAB LEVELING COURSE ,T W/HILTI TYPE FASTERS - ---100'= ----- �110� 2x4 RW.OR P.T.SILL 2 All Fleur BARRETT SKIVER CRAIG 2x12 5TRINGER5 ® 12"O.G. PLATE,SHOT TO 5LAB 2x12 5TRIN&ER5® 12"O.G. STATE OF IDAHO W/HILT[ TYPE FA5TER5 2x4 5TUD5® 16" O.G. I Q�� /��L ®STAIRS a STEPS SHEET# a SCALE: 1/8' = 1'-0' a SCALE: 1/8' = 1'-0" A 8-FLPL-2 DATE: MAR 06 G PROJECT X: 0502 14 DRAWN BY: B•CRAIG CHECKED: B-CRAIG 140'-0° REVISIONS: 3-23-06 60'-5' ADD G0N5ULTATION AREA WALL DIMENSIONS,B56 21'-4' 3'-4'j'-4` 16'-0" 1'-4° 24'-8" 2'-8' 6'-4' 2'-l' 3'4' 3'-6' 32'-6' 3'4'1'4' 10'-W 1'4"4'-0' I'-I" 7 O 8 ®L006 BY BALTEUS DESIGN OIL BARREL I- 21 -��, O I 70 i GROUP,O ,CRAIG)BAR ESKI TTDRAWINGS o STORAGE L PARTS I ARE THE PROPERTY OF THE Q OV i 3,_5° 1 RECEIVING' ARCHITECT AND MAY NOT v BE REPRODUCED. CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY ® I'------- ---------' ❑ i.....19'-.L'�----' g ARCHITECT OF ANY Fn PARTS P VARIATIONS. Q 2 ry WRITTEN DIMENSIONS HAVE 31 IZ"10 8 DIMENSIONS. ECEDOVER SCALED TOOL 4 O4 STORAGE 20 o o ITT Q 5'-0" UP W-8" 1 ❑ cO 5'-I' 9'-I" 14'-6° II'-10" '^ 1 "� 4 Q 0 � Q a� 4 Q SERVICE BAYS 30 - 0 JR: v V M a z �� N N BREAK 4'-0' l'-e s PARTS/ 22 WORK ROOM Og _ N r BROG URE 5TOR. 4 O ® ❑ MANAGER 2 --- 19 Gn > V 18 I R 5 5 6 *`•F `-... l-2� ~ I 17 II- I4,_5" I- -------' E0 I - 25 W z G NERAL GENERAL Q u O 4 ❑ I I tEC iv �i E OFFICE m ANAGER O 4 M 4 m pp a 4 4'-8' I'-° 6 '4'3'4'A+ m6-8 0 y Is- '^ Q 4 32 � 14 15 ry \\II�{�JI 0 O A� 6'-0° I6 33 Lu 27 ' NIN6 26 10'-8" 14'-6' II'-10" 5-0' 14'-8" W� gip" ry O NTY >w CLE RETAIL e 6" 3'-4' 7-0' �.� 7 ASHI PARTS KIDS PLAY CONSULTATION Ile 207-0" OD N ° ti AREA O p CONS TION E N 14 N 4 SERVICE N RECEPTION u'6• 11'q' INFO CENTE ---------- ------ ---I DISPLAY G� SHOWROOM i UP 4 71ON - -- — R'y�� r 14'-0" b. F MANAGERS Obi rL 4 5LOPIN6 9b OFFICE S B m CUSTOMER CENTER 8"BLOCK 8"BLOGKLLI y �( in ^. A I Lti A 61 A r5: A 0 4'-8' I'-4' I6'-0' 1'-4" �3'4' 3,_4' 8'-0" 2'-B" �'E/ a 28'-0' I�' 14'-0' ENTRY — Q J 42'-0' ---- — tJJ LL �I z z F too, '0- z T-T 6 9'-0' w-0' 6' " 6'-q° 6'-q" 6'-9" 6'i" l'-l" IL 14' -2-4' IB'-0' 2'-5° 13'-6' 13'-6' 14'4' la' I.FLOOR PLAN �ryp y169 A H WALL 5CHERULE 13 I6 LICENSED r v �1 o1" :� "A" 8"REI ORGED GMU WALE ARCH AR zi 80 U 1� 4%6',8"FRAME WALL5,(ENGI Olt k �� 5 1xM16" I s t. FL OOfis t�L r4N z 5M)5 OR STEEL 5TUD5) WOp 0 SCALE: 1/8' I'-O' BARRETT SKIVER CRAIG% SQUARE FOOTAGE& G I /� STATE OF IDA1{O \ CONSULTATION AREA Ist FLOOR 12,062 5F SCALE: 1/5' = I'-0' 9`&11 FUTURE 2nd FLOOR 2,400 5F SHEET I1 - 7•FLPL-1 DATE: MAR 06 b""5PLIT FACED"C.M.U. 8""5PLIT-FACED"G.MU. PROJECT A 0502 #5 VERT.REBAR o 16'Of- PILASTER WHERE OCCURS DRAWN BY: B-CRAIG LAP BARS 30'MIN. [BEYOND) CHECKED: B-CRAIG b"CONCRETE SLAB W/REBAR b"CONCRETE SLAB N REBAR #5 VERT.REBAR o 16"O.G. REVISIONS: MAT(#4's 0 I6"O.G.EAJ ON 3" MAT(#4's o 16,O.G.EA)ON 3' LAP BARS 30"MIN. 8"G.M.U. GRAVEL LEVELING COURSE GRAVEL LEVELING COURSE #5 VERT.REBAR o 16"O.G. FP.0 8'BOND BEAM Al(2)#4 F F o 8"BOND BEAM NU(2)#4 LAP BARS 30"MIN. �98'-8--- HORIZ.REBAR GON7.0 4'O" ---- HORIZ.REBAR GONT.0 4'-0" _ O.G. 4"GONG I-Y2'FOAM AND SYNTHETIC SLAB Wl bxb- 5TUGG0 W REINFORCED 2"FOAM INSULATION - GONGRET'E FOUNDATION WALL 2"FOAM INSULATION - CONCRETE FOUNDATION WALL 10/10 WI�LM.ON 3°GRAVEL IMPAGT"MESH(WHERE = I-JTI==1I111. -_�1��-p r� WK4414ORIZRIEBAR(SP. 11�=_ 1 1� -p- W/(4)#4 HORIZ.REBAR(5P. Ozoo6 eY BALTEus DESIGN LEVELING COURSE OCCURS) -- ' I "ry �I -' fV ' GROUP BARRETT SKIVER =_ EVENLY)4(U#5 VERT.REBAR (�IIL- 1 EVENLY)E(U#5 VERT.REBAR 'n-_ - 'TI CRAIG)'THESE DRAWINGS 8'BOND BEAM W/(2)#4 • _ 0 I6'O:G.,TIED TO REBAR IN I-- (( " h o war,TIED TO REBAR IN ARE THE PROPERTY OF THE F.F.0 -- HORIZ.REBAR GONT.0 4'-0" ENGINEERED FILL TO 'i �� FOOTING.(ALT.5TA66ER) IDD'0° ENGINEERED FILL TO 1=I_- ARCHITECT AND ruY NOT BE COMPACTED TO q5% -L T_ I ' BE COMPACTED TO q5% =1ZI I II.. �[ FOOTING.(ALT.5TA66M BE REPRODUCED. G, I = a = EXTEND VERTICAL BAR5 30" a _ EXTEND VERTICAL BARS 30" CONTRACTOR TO VERIFY a 1,=II - MIN INTO GMU WALLS MIN INTO GMU WALLS gRCHIiIEOCNTOFANYO'� 2"FOAM INSULATION - _ . _ GON FOUNDATION WALL : 11- W/(4)#4 REBAR(SP, ,IT - Q WRITTEN DIMENSIONS HAVE EVENLY)4(I) T.REBAR ° 2'-0"xl'-0"GONT.SPREAD 2'-O"xl'-O"CONT.SPREAD PRECEDENCE OVER SCALED I UNDISTURBED 501L OR FOOTING NU(3)#4 HORIZ. W15TURBED SOIL OR FOOTING W/0)#4 HORIZ. DIMENSIONS. = NO 0 I6'O.G.,TIED TO AR IN REBAR GONT. REBAR GONT. ENGINEERED FILL TO - - Q FOOTING.(ALT.STAGGER) EN6INEERED FILL. TO ENGINEERED FILL. TO BE COMPACTED TO 95% �1 •^ _ v - BE COMPACTED TO q5% 8" 8° 0, 0" 8" 8" EXTEND VERTICAL BARS 30" ` BE COMPACTED TO q5% MIN INTO Gt U WALLS .01 -_== 2 DETAIL e PARTS NORTH WALL 3 DETAIL SERVIGE/PARTS WEST/SOUTH WALL Z bb 7 o V � N N j 2'-0"xl'-0"GONT.SPREAD Y 5 SCALE: 3/4' I'-0' S SCALE: 3/4' . I'-0' t. -Q' FOOTING NU(3)#4 HORIZ. p V U =if- •• ° _P REBAR GONT. ��n GJ UNDISTURBED 50IL OR " ,� Y u N ENGINEERED FILL. TO 8"G.MU PILASTER N 2'-0' BE IS TO q " +5% GROUTED SOLID 8 "5PLIT-FACED"G.M.U. oF 1r E PARTS 8"G.MU. #3 LATERAL TIES 0 lb"O.G. v GROUTED SOLID o m #5 VERT.REBAR 0 Ib"O.G. I�"REV.FURRING 5TRIP5 0 #5 VERT.REBAR 0 I6'O.G. m u s 6"CONCRETE SLAB NU RE BAR >. Ib'Of-,1�4"RI51D INSULATION LAP BARS 30"MIN, a LAP BAR5 30"MIN. MAT(#4's o 16"O.G.EA)ON 3" s e AND%"6YPBD. D �� L 7YPIGAL 8'EXT.WALL GRAVEL LEVELING®COURSE 'bw 8"BOND BEAM W/(2)#4 \ _ o �� &BOND BEAM W/(2)#4 4"CONCRETE SLAB W/bxb- HORIZ.REBAR GONT.0 4'-0" OI21 ` yN. s SCALE: 3/4' = 1'-0' 8'-8'--- _ = NR�EBAR GONT.0 4'-0" 10/10 W.W.M.ON 3"GRAVEL LU ^,,, -+- ° - -� O.G. LEVELING COURSE O.G. 2"FOAM INSULATION I -_ Ij 1 I'-4"xl'4"x2'-b"GbNCRETE PIER �F•f• CONCRETE FOUNDATION WALL 100'-0"W/(4)#5 vERT.REBAf28;#3 TIES —— —^ —- :� ° W/(3)#4 HORIZ.REBAR(SP. 0 12"O.G.RUN FOUNDATION HORIZ. EVENLY)4(I)#5 VAT.REBAR ENGINEERED FILL TO _ - REBAR THROUGH,(TYPICAL)EXTEND _ — p 0 Ib"O.G.,TIED TO REBAR IN ENGINEERED FILL TO III = VERTICAL BARS INTO GMU-36"'UPS BE COMPACTED T q5% �p = FOOTING.(ALT.STAGGER) I "" F F 0 _ _' BE GOMPAGTED TO q5% = 1--11 ON VERTICAL BARS IN GhU a " q8,_8„ ——— _ } _t° _ _ BFXTEND ARS ALTERNATE VERTICAL POP, Q � ABOVE(30"MIN LAP ON P r 2'-8"x2'-8"WIDENED ; ° Q fji II - VERTICAL BARS IN GMU) UNDISTURBED 501L OR FOOTING W/(4)#4 HORIZ. - ENGINEERED FILL. TO D. 1'4- 8" REBAR EA BE COMPACTED TO 615% 5GUAPE 2'-0"xl'-O"GONT.SPREAD 2'-8' UNDISTURB� OIL OR 8" 8" 8" FOOTING W/(3)#4 HORIZ. ENGINEERED FILbM TO REBAR GONT. STOREFRONT DOOR SYSTEM BE GOMPACTED T 5% 2'O" fit HOLD FOUNDATION DOWN 6" �� ' a 4- 4"CONCRETE SLAB ON 3" AND RUN FLOOR SLAB OVER / 5 \D E TA I Lo SHOP F CASTERS 2 GRAVEL LEVELING COURSE F.F. (TYPICAL) 5 SCALE: 3/4" I'-0" ® tib DETAIL s OFFICES/PARTS WALL UJI 5 ,SCALE: 3/4' ■ 1'-0. ENGINEERED FILL b,_. .. �1f 1 = �1- `� . O �°" sa BE COMPACTED TO q5% _ F_-- 4- -I f--" -il - e¶l( 2"FOAM INSULATION bxb PARALLAM COLUMN a 1= Iill i �IIII II - CONCRETE FOUNDATION WALL Q r2 NU(4)#4 HORIZ.REBAR(SP. #5 VERT.REBAR o Ib"O.G. GB66 5D52 P05T ANCHOR F =� EVENLY)4(1)#5 VERT.REBAR b"CONCRETE SLAB W/REBAR LAP BARS 30"MIN. t U(2)5/0"mTHRU BOLTS N = 1I = 0 24"OG.,TIED TO REBAR IN MAT(#4'5 o 16"O.G.EA)ON 3" 6"CONCRETE 5 W/REBAR � 41 FOOTING.(ACT.STAGGER)- GRAVEL LEVELING COURSE o 8'BOND BEAM W/(2)#4 MAT(#4's o Ib"0 W.)ON 3" Q o I) F-F.0 HORIZ.REBAR CONT.0 4'-0' GRAVEL I E\gLIN6 5E a Z Q 2'-0"xl'-O"CONT.SPREAD e ° -_ FOOTING W/(3)#4 HORIZ. q8'-8" _".+r •a< -- - O.G.• °°I Q REBAR GONT. -- - a e CONCRETE DETAILS UNDISTURBED 501L OR 4 -� - 2'-0"xl'-0"GONT.SPREAD - 8" 8" 8" ENGINEERED FILL. TO - --- a' - FOOTING W/0)#4 HORIZ. BE COMPACTED TO q5% _ - -- r REBAR GONT. e•• ' 4 _ 4 UNDISTURBED 501E OR LICENSED ENGINEERED FILL. TO ( _- - = ARCHITECT 8" 280 8° bI',N,T n__rr i r r EEN6IINEEREb\'FS01L O BE COMPACTED TO q5% - '--- T-S- . n AR•2780 4 DETAIL - ENTRY GYL INoER CONC,FOOTING W/(4)#5 BE GOMPAG TO q5%3,�" SCALE: 3/4' ■ I'-C' REBAR(EACH WAY) BARRETiSKIVER l D E TA I L - SHOP INT.WALL g D TA I L 6'COLUMN FOOTINCs s SCALE: 3/4' I'-r/D" 5 SCALE: 3/4' I'-0' sT rE.oTVDAHo S # G r, -CONCD�1 DATE: MAR 06 6"GONGRETE 5LA13 YV REBAR PROJECT#: 0502 MAT(#4's®16"O.GJ,ON ENGINEERED DRAWN BY; B-CRAIG HOLD FOUNDATION DOWN b"AND POUR FILL COMPACTED TO q5%AND 3' CHECKED: B-CRAIG FLOOR SLAB OVER(TYPICAL®ALL 3 GRAVEL LEVELING COURSE. REVISIONS: 5 OPENIN65) 5 s 140'-0" 6B'-O" 12'-0" 21'4" 3'-4" I'4" 16'0° I'4" 24'-b" 2'-b" 6'-4" V-b'3--4" 36'-0" 5-4" I'-4" 10'-0- 1'-4-4'-O" — — — — — — — — — — — — — — — — — — — — — —�-�_ 02006 BY BALTEUS DESIGN —� — — — — — — — — — 'I — — — 11 — — — — — -- -- — --,-�� I GCRA GI THEREET SKIVER l IiII I 2 ERTY OF THE ARCHITECT ITECT THE �AND MAY NOT BE REPRODUCED. IiII I I I CONTRACTOR TO VERIFY 6"GONGRETE 5LAB W/REBAR I —UNDERGROUND EXHAUST III i i F-F. I I ARCHITECT OF AND NOTIFY MAT N's®16"O.GJ,ON ENGINERED I SYSTEM III IIII Ise- T415 I — VARIATIONS. FILL COMPACTED TO 95%AND 3" III IIII RpREECEEDENTTEN CIE OVER SCALEDEGRAVEL LEVELING COURSE. i I I DIMENSIONS. �-0�� IIII IIII 26'-4" 5'-0" 14'-b" O. 1019 .01 4"CONCRETE 5LA5 Wl bxb-IOAO V ^ 0 M W.W.M. ON ENGINEERED FILL Z bA '� co A III I i( I i i I GOMPAGTED TO cFA AND 3" C7 A m N$ I L� IiiI I I 6 I i L 10m1-0' GRAVFI LEVELING COURSE. V V = Ide 5 cn I— —i r -_-------_---- -_-_-- F-- M 2-0 -------------------------- ---------- IiiI ° I L M IiiI J 31'-b" ' co i I IiiI I I II 12 I I m m m o� x` I Iq� 1l'b' I b s I � I I \\III =W L- - - - - - - - - -- - - -_—_—_—_ —J 'L-_—_--_—_— - - - - - - - - - - - - - - -- U►w 0 _ _ --------------------------------------------- -----_-----_---_--------------- _ I� II I b 18ii 4'GONGRETE 5L�t`Be NU bxb-IOAO 14'-b° 3'-4" 2'-0" I W.W.M. ON EN(5&Ea1 D FILL N 20'-0" ( I I 98r 8. N GOMPAGTED TO q5%Act�D3" 4'-1' GRAVEL LEVELING GOURSE; _ 98r_8" 13 14 — I 0 -,' 4 u� z' SL x - I — _ — — — — 4"GONGRETE AB W/b b 10/0 — — W.W— — — — — — = .M. ON ENGINEERED FILL I'4 3'-4 3'41F 14-0 q I — — C.OMPAGTED TO 615%AND 3" O GRAVEL L 4"CONCRETE SLAB W/REBAR 26-0" I'-4' 14--0" G I N EVELING COURSE. MAT Ms®Ib"0.0,ON ENGINEERED 42'-0" I 6 (�'� FILL COMPACTED TO q5%AND 3" I I -10" f2'-4" -10' GRAVEL LEVELING COURSE. — - 6 — — — — — — -- 4 Q 1'- I'-10° s I'-6" i2'b° 12' I'-4" La Z 4 %B"x I °ANCHOR BOLT5®3'-0" O.G.®GURVED L5L WALL a a'y,�,� FOOTING/FOUNDATION Y ~ D LICENSED ARCHITECT ITECT AR-2780 zeo FOOTING; 4 FOUNDATION FLAN - - Z BARRETT SKIVEROWG/ _ SCALE: 1/8' - I'-0' STATE-OFJDAHO N" J HEET 34-FTGFND DATE: MAR 06 I-I/4°(P PIPE HANDRAIL PROJECT#: 0502 30YA"STEEL PLATE W/}2"xb" $INTERMEDIATE RAIL DRAWN BY: B-CRAIG 1-1/4'4)PIPE HANDRAIL(PAINTED) WELD STUD®8'-0"O.G. (PAINTED) CHECKED: B-CRAIG , WHERE OGGUR5 MAX.(EMBED IN CONC,) REVISIONS: 3-Ib-0b 1-1/4"0 PIPE P05T5 0 ADD 51TE DRAIN PET `I MAX 8'-0"O.G. 4'CONCRETE WALK ON 8/3,B5G Q (PAINTED) EN6INEERED FILL GOMPAGTED m 304'STEEL PLATE W/Y2"xb" V RADIUS Y2'EXPAN5ION JOINT TO cFA'i AND 3"LEVELING COURSE WELD STUD®8'-0"O.G. " HALK ON III RADIUS 6" MAX.(EMBED IN GONG) CONCRETE WALLS W/ m EN6INEERED FILL COMPACTED (3)#4 HORIZONTAL REBAR ® ' TO 95%AND 3'LEVELING COURSE ASPHALT w 4"CONCRETE WALK ON . GROUP BY BRRETTS DESIGN SPACED EVENLY GROUP (BARRETT SKIVER ENGINEERED FILL GOMPAGTED — —111=—-IN ° °' CRAIG)THESE DRAWINGS TO Q5;K AND 3"LEVELING COURSE — _ _ • •' .° ARE THE PROPERTY OF THE - •' ` " '• es »> _ 3'-0`CLEAR L—_, ° I — 4 L— ARCHITECT EREPRODUCED.ND MAY NOT _ w #4 VERTIGLE REBAR — — _ =4 1= I — — 111— _— ®32"O.G. — — = — — b —T=�— b" CONTRACTOR TO VERIFY #4 REBAR®32"O.G. — VARIATIONS. DIMENSIONS AND NOTIFY _ _ _ _ _ _ tN _ 6'. - IT([)= 6`' ARCHITECT OF ANY 4 — THICKEN SLAB AS REQUIRED WRITTEN DIMENSIONS HAVE #4 REBAR®NOSINGS = ° ( � cv FOR WELD STUD COVERAGE - _—__ — — —iTn_ OVER SCALD PRECEDENCE OV II_ Ys"EXPANSION JOINT$SEALANT I'-4"x8'CONCRETE SPREAD _— �RE DIMENSIONS gill FOOTING W/(3)#4 HORIZ. REBAR = 1 L I�11 — = = (1)#4 HORIZONTAL REBAR"® 5" b" 5" 5 b" 5' o b" TOP AND BOTTOM ~ •. 14 14 3 DETAIL u Q "M g CONCRETE SIDEIUALK z 12 I p E TA I L +�CONCRETE STEPS 2 DETAIL 3 bA go SCALE: 3/4' i'-0' o 0 V L m N N ® HDG RAMPS �. s SCALE: 3/4' I'-0' SCALE: 3/4' I'-0' ` a N..9� > +*•,, `; H Q tco LZ om- Ii 4"CONCRETE SLAB" ....� .4 co ON 95%COMPACTED b'-0" '. 5'-O" 7 b'-O" 80 ENGINEERED FILL AND b' %"RADIUS m m O 4 3"LEVELING COURSE w FINISH 6RAE 11) 5 1 TYP,MAY VARY M a •x., BELOW TA.G.(MIN) \\,II p� t ASPHALT PAVING N # T '.° � 4 I • 111E=IIIIF (2) 4 HORIZ IIII till Ill 6, �,1� REBAR 4 EN6INEERE FILL LCOhI1OP TED TO 95B AND 3"LEVELING'GCSR5E p E T A I L a CONCRETE CURB 6 1 s SCALE: 3/4' = 1'-0" 4 DETAIL HDG CURB GUT RAMP 5 D E T A I L a m Hr->C CURB CUT RAMP • s SCALE: 3/4' = I'-0' s SCALE: 3/4' = I'-O' 2"GONGRETE GAP BLOCK CONCRETE RING,(b5&6< "MIN) 3'-0" 6RATE,(BUILT TO Y'x D ASPHALT PATCH BACK TO b"SPLIT FADED CONCRETE A5HT0 H HEAVY TRAFFICr, c MATCH EXISTIN6(AS REQ) LOADS)W/I-Y2"ANGLE IRON Q T Z BLOCK(PAINTED TO MATCH GRAIN LINK GATE W/ FRAME(PAGTORY PRIME,FIELD d•� MAIN BUILPIN6)(SOLID 6ROUT) PRIVACY SLATS PAINT)W ANGHOR5 0 8"O.G. Z 6"BOND BEAM IN(1)#4 ` ' HORIZONTAL REBAR 0 48" Q O.C. o EXISTING FILL 95% - =I — - _ - PRE-CAST CONCRETE GONE oil COMPACTED ®= — AND BARRELS TO CITY OF I — THIN FALLS EN(5INEERIN65 4'-0"(T.F.STAND) ° —II - DEPARTMENT 5TANDARD5 0 z q� #4 VERTICAL BARS®32' O.G. -- > WASHED GRAVEL(60 K VOIDS) PERFORATED PIPE INTO DRAIN �� SITE CONCRETE DETAILS / Q FIELD,(24"A \, 731 40 4"CONCRETE SLAB ON COVER ALL FADES OF ENGINEERED PILL COMPACTED l\ b"xIO'MONOLITHIC,POOTIN6 = _ — TO 95%AND 3"LEVELING GOUR5E EXCAVATION W/6EOTEGH J LICENSED�6 ARCHITECT W/(3)#4 HORIZONTAL REBAR _ = DRAIN FIELD V4 10'xbkb0' FABRIC AR-2780 SPACED EVENLY AND#4 - 16"xlb'AN6LE#4 REBAR® DRAIN FIELD W/40%VOIDS VERTICAL REBAR®32"O.G. � R' 32'O.G.(TIE TO VERITIGALS) 1440 CU.FT.RETENTION EA. b"Ox b'CONCRETE SLAB IN ' Yj�IGjo 'I ° _ bxb-10/IO W.W.M.ON 3'GRAVEL A„ APROX.10'-0"xbO'-0' LEVELIN6 COURSE BARRETT SKIVER CRAIG T V STATE OF IDAHO p E TA I L m DUMP 8STER ENCLOSURE p E TA I L - SITE DRAIN,(TYP.OF(2)) SHLET a SCALE: 3/4' I'-0' a SCALE: 3/4' = 1'-& 1-5ITEDET' DATE: MAR 06 PROJECT#: 0502 GAP OFF EXI5TIN6 SEWERLINE FOR RE-U5E DRAWN BY: B-CRAIG CHECKED: B-CRAIG I REVISIONS: EXTENT5 OF NEW GON5TRUGTION `F - - - - - - - - - - - - - - -� 02006 BY BALTEUS DESIGN — — — — — _ _ _ _ _ _ _ _ _ _ _ — — — — GROUP,T(BARRETT SKIVER — DRAWINGS - - � - - — I I - - - - - - - - - —I ARE ITHE PROHESPERTY OF THE — \ I ARCHITECT AND MAY NOT BE REPRODUCED. CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF ANY VARIATIONS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED SAWGUf AND REMOVE ASPHALT FOR DIMENSIONS. I ON PTR EXTENTS FOR EVEN SPIT HBAG EXISTING 5E1^ER LINE AND GLEANOUT LOCATION I I I a M N CONTRAGTOR TO REMOVE AND GAP OFF®THE EXTENT OF NEW CONSTRUCTION FOR TIE IN. I I I oO�G Q s. d 4 I I I z ea � �m _ _ ____ ___ _ ^ L II ' I W i-� .. ••5• iit H t .�'I ii Ii iI I I I i I A L a LL EXISTING ELECTRICAL METER AND SERVICE L.LJ Vf Q PANEL LOGATON5. (TO BE REMOVED) i %--- 4 4 4 4 4 ------� "---------- i co I I ''----'�' 1 1 I 1 1 r------- I I ' h M I "' A A A A A l i i i 4 LY z 0 IL---------- ---------A---------A---------.A.---------I ---------------I,----- .1 ---�wuv I --------------lll . i I�H Oi ` � f ' I I - - - - - EXISTING STRUCTURE TO BE DEMOLISHEDr % --- I I I AND D15PO5ED OFF SITE. EXI5TIN6 5U8 BASE i I I i i i I rr' d�______________1, 4 TO BE RE-USED FOR NEW CONSTRUCTION. I CONTRACTOR TO VERIFY AND SECURE ALL ===-.... r-_- ii "d-fi-----------------\i------r---------------------21 � r rl II ' . PERMITS A5 REQUIRED BY THE CITY OF '' I I L ' �____A -------------------TWIN FALLS BUILDING DEPARTMENT. "_II �- __________________.I_____-�_---_-_____________-« "l -_-_— .M ) EXISTING OAS METER I I i it l-- T+ C+��= l I i NOTE: L il� '---,I ,�' it I i I I EXI5TINCG UTILITY LOGATION5(FIELD TO BE RELOCATED _��-- VERIFY).VERIFY LOCATION OF COMMUNICATIONS GABLEING FOR -------------- TIE OFF AND FROTEGTION I/q/ OWNERS COMMU ICATION5 TECH 8 ARCHITECT BEFORE EXISTING O ING 15 DEMOLISHED. L f 0 -— I fi------ I i v .\.. 1�aa�� c-f-a±z+ta�a--:r x ` c,,/ it II II , I iI J 4^ I OM T -�11RE SAGPA O REMOVE EXISTING CONCRETE PADS W SIDEWALKS,CURBS AND LANDSCAPING z z I i SAWGUT ASPHALT FOR EVEN PATGHIBAGK Q I ---''--------------------------------------------------- I i �---------------'------ ----------------------------s `\ N o J- t I a z a DEMOLITION PLAN I I I — — — — — — — — — -- \ — — — — — — / \` �/ I LICENSED `` " ARCHITECT ' ' . •� : I AR•2780 L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L— — — — — — — — — — — — — — — — __ ?yI t o u., BAWTT SKIVER CRAIG DEMOLITION PLAN SCALE: lib" I-m Z STATE OF IDAHO SHEET# D D-DEMO DATE: MAR 06 PROJECT B: 0502 DRAWN BY: B-CRAIG Design CI"iteria CHECKED: B-CRAIG REVISIONS: Structural design In accordance with the International Building Code 2005 edition. Dea"n Loada-"'Roof Snow Load 25 psf Roof Dead Load 20 psf Mezzanine Floor Live Load 50 psf -Offices 80 psf -corridors C2006 BY BALTEUS DESIGN 1Dead Load 20 psf GROUP,TT((HHBARRETT SKIVER ESE Dead Load 15 psf ARE THE PROPERTY OF THE Wind q0 mph -Exposure G ARCHITECT AND BE REPRODUCED.MAY NOT �Selsmic Design Gotegory C CONTRACTOR NS TO VERIFNOTIFY 5011 Bearing Capacity; 5-2ee9 psf(aisu Ced) ARCHITECT OF ANY VARIATIONS. EN Foundation: Structural Framing Lumber and Plywood Sheathing Structural Steel PRECEDENCEOVESRIO SCALEDE Footings shall be placed on undisturbed existing roll or compacted granular back fill Solid Sewn Lumber: Structural steel shall conform to A5TM A52q Grade 50(Fy= 50 ksl)unless otherwise noted except; DIMENSIONS. placed in accordance with the geotechnical report for the project. 2" -4" thick lumber: Square and 2" - 4" wide: Standard d Better Douglas Fir Larch Rectangular structural steel tubing shall conform to ASTM A500, Contractor shall notify geotechnical engineer if clay loll or ground water are 9 Grade B(Fy= 46 ksl encountered during excavation. except stud grade for studs less than 10' 5" and wider: No.2 and Better Douglas Fir - Larch. Steel pipe columns shall conform to A5TM A55 Type E or 5,Grade B(Fy =55 ksl) O For bearing partially on soli and partially on rock,provide minimum b" sand cushion 5"and thicker lumber: No. I Douglas Fir -Larch. Bolts for structural steel: A5TM A325 unless otherwise noted. ' aQ between rock and bottom of footing. 9 V "0 �M Unless noted otherwise on plans,all bolted connections are bearing type connections with threads by Footing excavations shall be clean and free of loose debris,standing water or Structural Glued Laminated Timber (Gluelam), not excluded from shear plans. Z o 0 Fb = 2400 si C7 L. m N N uncompacted material at time of concrete placement. Except where Specificallyy shown on plans,all holes for bolts shall be Standard holes: hole L. Fv = Iq0 ps diameter not more than f/I6" larger than nominal bolt size(not more than 1/8" larger for anchor bolts). Concrete Fc = 3000 psi for foundations E = IAE *6 p5I Where oversize or slotted holes detailed on the lace,provide hardened washers. V u d 4000 psi for floor. Fc (perpendlcular to grain) = 650 psi p p Lei L Reinforcing Steel: Conform to the requirements of A5TM Ar B Fc (parallel to grain) - 1650 psi Grout beneath column bases plates shall be minimum 5000 psi,non-shrink,flow able grout or dru-pack. > u N Install rout under column base plates after column has been plumbed but prior to floor or roof. L m Grade 60(F = 60 psi)deformed bars for#4 or larger bars. Laminated Veneer Lumber(LVL) P p r y p g to =Veneer psi Instal lotion. Grout depth shall be sufficient to allow placementwithout voids. LLl Vf Q � Grade 40(Fy = 40 k5i)deformed bars permitted for#5 and smaller u.n.o. Fv = 2q5 psi All steel fabrication and erection shall conform to the current edition of AI5C"Specification for the '+ Minimum coverage = 3"cast against earth. E = IAE *b psi Design,Fabrication and Erection of Structural Steel for Buildings." p 1.5"formed Fc (perpendicular to grain,parallel to glue lines) = 750 psi O Fc arallel to rain) = 2310 51 Light-gauge Steel m pip Q ? Minimum lap splices = no. 4-- 15"u.n.o. P 9 p z no.5 -- Ib" u.n o. Parallel Strand Lumber(P5L) =c All reinforcing shall be tied or otherwise held In place to prevent movement Flo = 2g00 psi Carbon sheet steel must meat the requirements of A5TM A510: placement. Fv = * Grade 50 Its]for 12 gaucq7e during concrete E = 2.OE.OE 6 6 psi Grade Sq k51 or Grade 33 k51 for 14 and 16 gauge *m4 �p Anchor Bolts: ASTM A301 Fc(perpendicular to grain,pparallel to wide faces of strands) = 650 psi Grade 33 ksl for 16 gauge or lighter members. Size and spacing per plan Fc(parallel to grain) = 2g00 psi Structural members must be designed in accordance with A151 "Specification for the Design of Provide additional anchor bolts not more than 12"and not less than Laminated Strand Lumber(L5L) Gold-Formed Steel Structural Members"101%edition including Supplement No.1. 4-1/2" from the ends of all still plates. Flo = 2425 psi (1100 psi for IAE rim board material Provide minimum(2)anchor bolts per sill plates or wall segments. Fv = 400 psl Locate joists directly over bearing studs or headers. Unless noted otherwise(u.n.o)embedded bolts shall be laced liar to an concrete E = I.bE *6 psi (1.3E *6 psi for 1.3E rim board material) Provide web stiffeners at bearing points and at locations of concentrated loads from above. p p y Fc (perpendicular to grain,parallel to wide faces of strands) = 525 psi I, placement.,and shall be held In place with templates or other suitable means to Fc ( 4 parallel to grain) = 2150 psi (1400 psi for 1.3E rim board material). Provide blocking for joists not otherwise restrained from rotation. to prevent movement during concrete placement. Manufactured Plywood Web Joists: Studs shall be plumbed securely attached to flanges of both upper and lower runners. Masonry See plan for sizes and spacings. Runners shall be secure) attached to the supporting structure. Level I Special Inspection Is required per IBC Table 1104.5.1 All Installation per manufactures specifications y Pp 9 Manufactured O en-Web Wood-Flan9a Joists: Abutting lengths of runner shall be sec All materials shall conform to the applicable standards of quality specified in chapter p urely attached to a common Structural element or shall be butt- welded or spliced. 21 of the International Building Code,2005 ed. See plan for sizes and spocing5. p all installation,bridging,struct. acing,and erection bracing per Studs not laterally braced with sheathing shall be laterally braced with horizontal straps or cold-rolled manufactures specifications. channels. {� Fm = I500 psi. manufactures Open-Web Wood-Flange Floor Joists, �u Bracing shall conform to section D3 of the AI51 Speciflcatlon. Concrete masonry units: Minimum net area compressive strength = 1500 psi. See plan for sizes and spacings. all installation,bridging,struct.-bracing,and erection bracing per Maintain temporary bracing at all bearing wail studs until the permanent bracing system is completed. d0 `— manufactures specifications. Mortar : Type M or 5 per ASTM C210 Main Roof Sheathing: 20 Gauge 1.5"B deck. Splices In axially loaded studs are not permitted. o, Grout: 2000 psi minimum compressive strength Attach to roof joists with 5/8"puddle welds,36/4 pattern j P p Genera I: Reinforcing Steel: conform to the requirements of A5TM 65 10#TEK screws at 12"O.G.at all sldelop5. w CIO Grade 60(fy = 60 ksl)deformed bars for #4 or larger bars. Entry Roof Sheathing: 5/8" (nominal)055 or GD-X All workmanship and materials shall conform to the requirements of the International Building Code Grade 40(fy - 40 ksi) deformed bars permitted for #5 Minimum APA 40/20 span rating 2003 addition. and smaller u.n.o.. Mlnfmum panel width = 12" O p Shop drawings for all structural components,Including but not limited to pre-engineered roof Q _ Vertical Reinforcing: #5 typical at walls. Spacingvaries - see Ian. Minimum panel length = 3 spans trusses,structural insulated floor,wall or roof panels,structural steel members, re-cast H p p or pre-stressed concrete members,etc. shollbe submitted to the engineer of record for review Q o (4) 6® pilasters. 2-inch nominal blocking required at all sheathing panel edges. prior to construction. Review b4 the engineer of record Is for purposes of coordination with One#5 required each building corner and at each side Nail sheathing panels all for edges with IOd nails at 4" o.c. other building component's and for general conformance to the structural drawings. Review does 3 a of all openings. field nail with IOd nails ® 12"o.c. not Indicate That the shop drawings are correct or complete. Responsibility for correctness Z z Horizontal Relnforch (2)#4 at bond beams ® 4'-O"o.c. shall rest with the contractor. Any engineering provided by others shall bear the seal of an g, Mezzanine Floor Sheathing: 1-1/8" tongue and Groove Sheathing,24" span appropriately registered engineer. ERM Enineers Is not responsible for the adequacy of Q Reinforcing shall be secured against displacement with positloners spaced not more rating or better. engineering designs performed by others. One copy of each submittal shall be retained for EHM N than 200 bar diameters on center. Minimum panel width = 24" Engineers'records. Minimum panel length = 3'sponr w All construction shall conform to the provisions of chapter 21 of the International Glued and Screwed ¢ o Building Code,2003 ed. Screws at 6"o.c.edges 0 Z Unless noted otherwise(u.n.o)embedded bolts shall be placed prior to any grout 12"o.c.field 4 placement.,and shall be held In place with templates or other sultabie means to All framing nalling shall meet the minimum requirements of IBG Table 2304A.1 to prevent movement during grouting. All nails specified by pennLL{{weight. In there notes,on the plans and In all STRUCTURAL NOTES ; schedules are common nails unless otherwise noted. All framing hardware shall be full nailed or bolted. Bolts: ASTM A30-1 unless noted otherwt5e. Provide washers at all bolt heads and nuts. LICENSED ARCHITECT AR-2700 RARREn SIaVER O LAIG STATE OF IDAHO SHEEET# J S-ST-NOTES DATE: MAR06 PROJECT A: 0502 DRAWN BY: B-CRAIG AU" TO 6i IdFnwOR: I N D X CHECKED: 3-22 066GA EW REVISIONS:LLLIIIIIIiii///... VMVVVMMM M��MMMdIII 75STRUCTURAL pESGRIPTION TOTAL REVISION,BSG E SHEET/NOTES NOTES/SPECIFICATIONS D DEMOLITION PLAN I FULL SITE PLAN 2 SITE CONCRETE PLAN 02006 BY BALTEUS DESIGN 3 51TE CONCRETE DETAILS GROUP,(BARRETT SKIVER CRAIC THESE DRAWINGS 4 FOOTING/FOUNDATION PLAN ARE THE PROPERTY OF THE Midd' lekauff 5 CONCRETE DETAILS ARCHITECT AND MAY NOT BE REPRODUCED. LH11011 I j, 6 CONCRETE DETAILS CONTRACTOR TO VERIFY 1 FLOOR PLAN DIMENSIONS AND NOTIFY ARCHITECT OF ANY 8 2nd FLOOR FRAMING 4 2nd FLOOR PLAN C E IV E D VARIATIONS. Cl DOOR/WINDOW SCHEDULES PRECEDENCE OVER SCALED E 10 ELEVATIONS DIMENSIONS. II ELEVATIONS �TMusLDmooewr• 12 ROOF FRAMING PLAN 13 BUILDING SECTIONS Q 01 14 WALL SECTIONS 15 WALL SECTIONS 16 WALL SECTIONS Z .� 100,00 11 DETAILS C7 i m OWNER: MIDDLEKAUFF AUTO GROUP STRUCTURAL ENGINEER: EHM ENGINEERS,I.N.C. IS INTERIOR ELEVATIONS Q V 1243 BLUE LAKES BLVD.NORTH RICK MORROW,P.E. 19 INTERIOR ELEVATIONS/CABINET DETAILS �� a TWIN FALLS,IDAHO 83338 621 NORTH COLLEGE ROAD` 20 INTERIOR ELEVATIONS/CABINET DETAILS H v a NO CONTACT TWIN FALLS,IDAHO 83301 21 INTERIOR ELEVATIONS/CABINET DETAILS k� (208)734 4888 22 INTERIOR ELEVATIONS/CABINET DETAILS + Q y M 23 REFLECTED GEILIN6 PLAN HONDA REPRESENTATIVE: JOHN IRBY �Q m ASST.ZONE MANAGER ELECTRICAL ENGINEER: INFINITY ENGINEERING 24 FLOOR FINISH PLAN O O MARKET REPRESENTATION BRENT WALLIN,P.E. 25 FURNITURE PLAN m Q AMERICAN HONDA MOTOR CO.,INC. 1415 FILMORE 26 FINISH SCHEDULES c 16800 N.E.SANDY BLVD. TWIN FALLS,IDAHO 83338 2-1 FINISH SCHEDULES r� PORTLAND,OREGON (208)732 0548 \ Ji MAIL STOP: PTL PI PLUMBING FIXTURE PLAN OR NO CONTACT MECHANICAL ENGINEER: GLENN ELWELL,P.E. P2 PLUMBING PIPING PLAN 251 C SOUTH 400 WEST MI HVAG/VEHICLE EXHAUST PLANS JEROME,IDAHO 8333 M2 HVAG/RADIANT FLOOR HEAT LAYOUTS ARCHITECT: BALTEUS DESIGN GROUP (208)324 4042 BARRETT SKIVER CRAIG,AIA El ELECTRICAL DISTRIEAITION PLAN 112 SOUTH LINCOLN,STE N2 E2 ELECTRICAL LIGHTING PLAN A JEROME,IDAHO 83338 GENERAL CONTRACTOR: STANLEY ASSOCIATES,I.N.C. p (208)420 9703 GREGG McENTARFFER,TIM POLLARD E3 PANEL SCHEDULES 1887 HIGHLAND AVENUE EAST TWIN FALLS,IDAHO 83301 (208)734 0455 NOTES: PLANNING AND ZONING 6 "I5OL LEGEND :. CITE' OF TUJIN FALLS ° 4- 4- PROPERTY ?7,865 ?I865 YSIS BASED ON 2003 INTERNATIONAL BUILDING CODE E- PROPERTY SIZE DEVELOPED S MAKE NO CHANGES TO CONSTRUCTION DOCUMENTS WITHOUT ATEST ADDITION OF INTERNATIONAL FIRE CODE v, EXPRESS NRITTEN PERMISSION FROM ARCHITECT. NEW PROPERTY DEVELOPED (EXISTING DEVELOPMENT) O WINDOW ID TAG CITY OF TWIN FALLS ZONE DESIGNATION 11"7NAr CIO BALTEU5 DE516N GROUP,BARRETT SKIVER CRAIG,AIA -4CONTRACTOR TO SURVEY EXISTING CONDITIONS AND cecoecord: NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE COMMENCING WORK, OCCUPANCY OR BUILDING USE AUTO DEALERSHIP O DOOR ID TAG Jo Address: on. BLUE LAKES BLVD.N Gity: THIN FALLS gig; IDAHO ZIp;83301 Legalbescriptiom PROVIDED BY OWNER O IF INFORMATION ON A PARTICULAR SYSTEM OR CONSTRUCTION LANDSCAPING N, � DETAIL 15 LACKING OR INSUFFICIENT,NOTIFY ARCHITECT FOR CITY OF TWIN FALLS REQUIREMENTS: 10%OF PARKING REG. A ^ B,51 ~ Occupancy G1dsslflcation: Occupant Load Per Area: ¢ � r INTERPRETATION BEFORE 5TARTIN6 WORK. OR 3%OF DEVELOPED PROPERTY AREA THIS BUILDING PROJECT 15 BASED ON SPECIFICATIONS D e B INTERIOR ELEVATIONS Offices: 54 Repair: 33 3 a OBTAINED BY HONDA CORPORATION,BASED ON THEIR "f-f,865 * .03 = 2336 SF 4,455 * .10 = 445 5F Number of 5tories TV40 2nd Floor: 24 Total: III Z DEALERSHIP IMAGE PROGRAM,DATED FEBRUARY 2005. Floor Area: Exits Required: Offices: 2 Q MATERIAL SPECIFICATIONS LISTED ON THE CONSTRUCTION PROVIDED G Basement: ."12,062 5F 2nd Floor: I Repair: 2 DOCUMENTS RELATE TO SPECIFICATIONS LISTED IN THE EXISTING 10685 SF NEW 5,708 5F 2nd, 2400 SF Gara a Emergency Lights: Yes: x No: DE516N INTENT DOCUMENTS,WHICH ARE A PART OF THE 16,5co ___ PL.HT. ® FINISH FLOOR g g y g w w �' CONSTRUCTION DOCUMENT PACKAGE. IF THE DESIGN TOTAL LANDSCAPING PROVIDED I10'-O"-� INTENT DOCUMENTS ARE NOT INCLUDED IN THE PACKAGE, ARTERIAL REQUIREMENTS YES,30'EXISTING STRUCTURAL ELEVATION Type of Construction: �� Exit Signs: Yes: x No: O o Maximum Floor Area Allowed By Coya, Electrical Plane: Yee: x No: cc Q CONTACT THE GENERAL CONTRACTOR,OR THE ARCHITECT 12q.pt 63poo Plumbing Plans: Yes: x No: ° z FOR A COPY. OFF STREET PARKING A SECTION GALLOUT Automatic Sprinkler: Mechanical Plans: Yes: X No: NOTE THAT THE OWNERS WILL BE OPERATING THEIR BUSINESS CITY OF TWIN FALLS REQUIREMENT-5- (I) PARKING STALL Yes X No Full X Wind Load: MPH Seismic Class: C OUT OF A TEMPORARY TRAILER DURING CONSTRUCTION AND � 25 PSF TITLESH /NOTES THAT DELIVERIES,STAGING,AND CONSTRUCTION STAGES PER 600 SQUARE FOOT OF SALE5/DISPLAY/OFFICE rartial Mt X ory X N Load: SHOULD BE COORDINATED WITH THE OWNER THROUGH THE SPACE 3 Ba515 for Code Allowed Increases: Fou Nation Bearing Pre55ure: 1500� t, DETAIL GALLOUT ARCHITECT BEFORE SUCH TIME AS THEY OCCUR. i 5�inklers: Yes: x No: Fire�Ie,Req'd: 6 825/300 = I I a ALL CONSTRUCTION TO MEET OR EXCEED THE 2003 er: 50%FOR FRONTAGE INGREA51E Yes: X PROVIDED LICENSED INTERNATIONAL BUILDING CODE, INTERNATIONAL ENERGY ® FINISH DESIGNRTO , J OccupancyS paration Req'd: x kAICH tCODE,AND ANY LOCAL CODES AS APPLICABLE. EXISTING N° NEW 12 ?HDC SPACES 2 Gomments: *5414 S.F.OFFICE 4 Ys:_No:Area SeparatiD15PLAY.6645 5.F.REPAIR AND &_pia; X SITE DRAINAGE ® NOTE DE516NATOR PARTS STORAGE Fire Hydrants Within 1000PROJECT CONSISTS OF REPLACING AN EXISTING BUILDING #1 Ibo'NORTHANE5T EA5T BARR AND SECTION OF ASPHALT PARKING LOT WITH NEN BUILDING (SAME OCCUPANCY) AND LANDSGAPING. NO INCREASE IN #3 326'SOUTH gq STA OF D STORM DRAINAGE RETENTION IS REQUIRED. HOWEVER,(2)SUB SURFACE DRAINAGE SYSTEMS,(FRENCH DRAIN) WILL BE (ANALYSIS BASED ON CITY OF TWIN FALLS,AND JEROME STANDARD FAS) INSTALLED ON THE WE5T 51ZIE OF THE STRUCTURE FOR THE T RUNOFF OF THE ROOF DRAINS. *= T-TITLE r' G, 5-Ya'x&'GLUE-LAM BEAM NAIL FLOOR SHEATHING DATE: MAR06 TO 51LL PLATE ON GMU 4x4 TOP PLATE REQ.RIP PROJECT B"CR0502 AIG GUT OUT BLOCK FOR NU IOD®b"O.G TO MATCH WIDTH OF GMU RAIG DRAWN BY: BEAM POCKET WALL,PROVIDEY2`x 10 A.B. 2x4 PLATE ON LEDGER NAIL CHECKED: B•CRAIG 2x4 PLATE ON LEDGER 51MP50N 61-5 5-5 ®4'-0`O.G.EMBED BOLT5 PLATE TO DED6ER W/(2)ROWS CONTINUOUS ACROSS SADDLE HANG b ER "MIN.IN GMU,COUNTERSINK Ibd®24"O.G.AND NAIL FLOOR REVISIONS: 3-20-06 BEAM HI=H2=I( NUTS IN 4x51LL PLATE 5HEATHIN6 TO PLATE W/IOD® ADD FINAL STEEL DETAIL5 5-T 3/4, I Ye`T86 PLYWOOD DECKING 6-0"O.G. 5 AND 6 FROM EHM F.F.® -- —_—F.F.® _-- GLUED AND SCREWED F - RETAIN FACE SHELL ON —— B5G FAR SIDE OF BEAM III'-0" III'-0" F F.F. POCKET T.O.M. ----- 51MP50N BLF5A BEAM SEAT BEAM BR6—_h —BEAM BR6—_ 14"TJL'5®24"O.G. 4"TJL'S®24"O.G. 02006 BY BALTEUS DESIGN NON SHRINK GROUT jOq_6 3�a 4 I�i_6 3�a GROUP,(BARRETT SKIVER (2)t-3/4'kN-l/8"LVL LEDGERS = CRAIG)THESE DRAWINGS (2)I-3/4"x1I-7/8"LVL LE96ER5 ARE THE PROPERTY OF THE DOUBLE BOND BEAM-8'-0" BOND BEAM®TOP W/(2)5/8"x10"A.B.®Ib"O.G. IN/(2)5/8"x10"A.B.®16"O.G. ARCHITECT AND MAY NOT 5�e°xl5"GLUE-LAM BEAM IN 6ROUTED VERTICAL GELL5 _ BE REPRODUCED. MINIMUM LENGTH-CENTERED COUR5E OF GMU W/ IN GROUTED VERTICAL GELL5 CONTRACTOR TO VERIFY BELWO BEAM POCKET W/(2) (2)#4 HORIZ BAR5 (TYP) (TYP) DIMENSIONS AND NOTIFY ARCHITECT OF ANY ®4'5 X 8'-0"EACH VARIATIONS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. IL STAI- D ST A 2 DL 3 D T IL 4 DET,AIL RECEIVED Q M Coll n SCALE: 3/4' = 1'-0' 7 SCALE: 3/4" = 1'-0' n SCALE: 3/4' - 1'-0' IT SCALE: 3/4' 1'-0' O a APR 2 112003 CITY OF TWIN FALLS �_ M z C7 Lu o N L LL 6" GOLUMN TO Y"0 DEFORMED BAR ANGHOR5 13A5E PLATE NELSON D2L OR EQUAL. WELDED Y4" TO TOP FLANGE OF BEAM®24" H55 12"xb'x3/a"5TEEL COLUMN O.G. Y4 LLJ N a 5 M ANCHOR BOLT5, Ya' BLOCK OUT GMU STEEL 5TUD5®16"O.G. .�oc:c y ai z n TYPICAL OF(4) /4" FOR ROOF JOISTS LPL co ON COLUMN OYz"BASE PLATE PL�6"x4Y2"xT SINGLE PLATE PL%"x8"XI'-01, H55 12"x8"X3/8 STEEL COLUMN 1/8 mL 0 z x GMU AT PARAPET NOT SHOWN SHEAR CONNECTOR,TYPICAL COVER AT TOP o_ PL 3/ak10"xI'-I"EMBEDDED BA5E ______ F.F.® BOTH 51DE5 OF CALUMN F- ° - PLATE 6V(4)5/"0 ANCHOR BOLTS 100'-0" 80OTI25-43 TRACK ATTACHED O W e _ --- TO 8"x3"STEEL Tl1BE W/HILTI N TYPICAL STEM WALL REINFORCING ° Ig m - ENP2K-20 LI5 POWDER ACT. J GONTINUOU5 THROUGH PEDE5TAL m — 6 FASTENERS AT I6"O.G. I Yz"COVER TYPICAL BA5EPLATE TO -- - --- E) O 5TA66ERED #3 TIE5 Y4" EMBEDDED PLATE ---- #5 VERT.TYP.OF %"OA325-N BOLT TYPICAL Ye' INN"W'x4"ERECTION 5/B" ANCHOR BOLTS WELDED (4) OF(3) Ye' SEAT,REMOVE AFTER '.. TO BOTTOM OF EMBEDDED FIELD L LU H55 12`xb`x5/8"5TEEL COLUMN 13EA TO COLUMN OF BASE PLATE-TYP. e x 5 D E T,A I L STEEL COLUMNS L L D E TA I L ® STEEL COLUMN/BEAM CONNECTIONS ?� E TA I L a STOREFRONT WINDOW SYSTEMS 3 b" 3# SCALE: 3/4' = 1'-0" Y SCALE: 1" = 1'-0' SCALE: 1" = I'-0' SASE PLATE 0 LL `� 1-I/2' 1/2' h 1I/2" 1/2" w A't ODRAWING NOTES 3'S" b'q I/2" b'-q I/2" plz L 1/2"THICK LAMINATED BOARD PE6 MOLETED Off MALL 0 6'-b I/2" PL-9 2 1 1/2'LONG X I'VIA.BWF.�HED METAL 5TANDOFF o Rb'-bY2°n RS'-SY2" N 3.BOTTOM OF FFAVRE TYPICALLY AT 10'-O'A.F.F. ALL V15ABLE ED6E5 Q R5'-5Yz" RS'-SYz° Rb'bY" NO 3A3 bq.0 / *R5 65.6 ELEVATION INDOOR WAVE zQRb'-b 112" c ALL V15ABLE ED6E5 n NTS R2'-8V'5Yz" 1_5. 3'-I I/8° 3'-8 I/4" F 3'-II I/2" T'-II' T-4I/2' G T r Q R6'-bYz° ^ � E CT I ON INDOOR WAVE fA R2 8/6 O n Q NTS 3� s s ry 62 i z Q A G D ID 3 \a C bq o� A TYPIGAL STARTING TYPICAL MID SEGx LENT TYPIGAL MID SEGMENT TYT=IGAL END SEGMENT 3'-1I/6" wALLSECTIONs SEGMENT INVERTED 1'-8 3/8" 3'-8 1/2" _8 Y6" 3'-4 3/4" 5-4 3/4 11 5-4 3/4 3'4 3/4 3'-4 3/4 3'-4 5/4 5-4 3/4 1'-8 3/b" LICENSED V ARCHITECT AR-2790 - m m D C BARRETT SKIVER CRAIG IT STATE OF IDAHO q DETAIL EXTERIOR CANOPY to D E T4 I L INDOOR WAVE SHEET# n NT5 T NTS 17 17-SECTS ® 2x8 TOP PLATES W/ DATE: MAR 06 -124'-8"--- ------- - Y2"x10"A9.®4'0'O.G. SINGLE PLY ROOFING Pao7Ecr x: 0502 COLORED METAL PARAPET AND 12"FROM EACH END DRAWN BY, B-CRAIG GAP FLASHING =- RIGID INSULATION(6"MINIMUM) CHECKED: B-CRAIG (1)#4 HORIZ.REBAR IN EACH VULGRAFT 1.5 B20 STEEL REVISIONS: 3-20-06 BOND BEAM®TOP AND BOTTOM ROOF DECK REVISED STEEL BEAM COUR5E5 OF PARAPET SINGLE PLY ROOFING T.O.M.® ---- AND COLUMN AND FTG T.O.B.® 121'-13/4"" �---x122'l RIGID INSULATION(b"MINIMUM) EXP05ED DEGKIN6 AND BAR WIDTHS PER EHM,B5G ----------------------- WLGRAFT 1.5 620 STEEL JOISTS TO BE PRIMED AND FLASH AND COUNTER FLASH II ROOF DECK PAINTED COLORED METAL EXPOSED DEGKIN6 AND BAR __ 6"CANT. (� JOISTS TO BE PRIMED AND %x4"xb"BEARING PLATE 02006 BY BALTEUS DESIGN 8'PARAPET WALL(SOLID GROUP,THESE DTT SKIVER PAINTED W/ I 6RO WELD STUDS ARE THE THESE DRAWINGS SOLID GROUTED ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT GROUT) �) WLGRAFT 24K1 BAR JOISTS® WLGRAFT 16K4 BAR JOISTS 1^ELD BAR,1015T TO BE REPRODUCED. 48"O.G.BOLT TO STEEL BEAM y"DEFORMED BAR ANCHORS FULL % to 48"O.G.a4":I'SLOPE) BEARING PLATES FOR CONTRACTOR IMEN ACTOR TO Nonce HEIGHT OF PARAPET 1 ELDED TO �� WI2x40 STEEL BEAM,FIELD LATERAL SUPPORT ONLY ARCHITECT OF ANY TOP FLAN6E OF WIO BEAMS®24" PRIMED. BEYOND _ VARIATIONS. O.G.(NELSON 026 OR EGUAL) �I b WRITTEN DIMENSIONS HAVE ATTACH TRACK TO BOTTOM OF BEAM ADDITIONAL BOND BEAM® _ DIIMENSIONS OVER SCALED W/HILTI ENP2-21LI5 POWDER ACTUATED TOP COURSE t^U(2)#4 REBAR FASTENERS(OR EQUAL)A 16"O.G.ALT. 14"FOAM AND SYNTHETIC STAGGER Q a RECEIVED 5TIK.GO W/REINFORCED 2'_0'. 8005125-43 STEEL STUDS® 8"C.M.U.APR 2 0 20D"0 O Qgad w "IMPACT"MESH I6'O.G.W/R-21 INSULATION,b MIL C-OFTNIN FALLS 0 -0 d n . by VAPOR BARRIER,YB'6YPBD d BUILDING DEPT. ;z bB = co co Yz"PLYWOOD(EXTERIOR)(BEYOND) l7 i m oN 0 ATTACH TRACK TO(2)13005125-43 == p U u y BEAM W/#10 SCREWS®16"O.G. (, 5TA66ERED > s N 8005125-43 TRACK TYPICAL #5 VERT.REBAR®Ib"O.G. TOP AND BOTTOM 344"SOUND INSULATION LAP BARS 30"MIN. ¢ M - (2)80CE425-43 LIP TO LIP i I Ye"T46 PLYWOOD DECKING L- O STRONG AXIS HORIZONTAL GLUED AND 5GREWED m Z O d ca 10 0" (n� F.F. --- N, 7 I �II' CANTILEVER CANOPY SUPPORT l 14"TJL's®24"O.G. BRACING,(WELD TO GOLUMN) Nil PROVIDE SHOP DRAWINGS III FACTORY PRIMED AND FIELD PAINTED (2)I-3/4"AI-1/6"LVL LEDGERS STEEL STUD FRAMED J CANOPY FRAMING,SEE W/(2)5/8"x10"A.B.®Ib"OG.(TYP) 9-11,PROVIDE 5HOP ) 3A.F.F. R MN 0 DRAWINGS .,<<' N� '!H5(15 12�xb"x'%STEEL GOLUMN ) SY SUSPENDED U56®8'-0"A F.F. Y ' STOREFRONT WINDOW SYSTEM Ye GYPBD BEYOND (� VAPOR BARRIER B"BOND BEAM V4/(2)#4 HORIZ.REBAR CONT.®4'-0" �U O.G. a O I 2x6 STEEL STUDS 0 16"O.G., a '�! 34�°INSULATION AND 3/° � J WATER RE51STANT 6YPBD. V) BLOGKOUT FOUNDATION FOR COLUMN AND GROUT AFTER COLUMN 15 INSTALLED wLu in 5 O _ 1-7 CONCRETE FOUNDATION WALL I CONCRETE SLAB U bxb- W/(3)#4 HORIZ.REBAR(5P. `� 4" p� 4"C W.W.M. 3"GRAVEL EVENLY)t(1)#5 VERT.REBAR 7r LL ®Ib"O.G.,TIED TO REBAR IN LEVELING COURSE .v z FOOTING.(ALT.STAGGER) N! M 4"CONCRETE SLAB NU bxb- EXTEND ALTERNATE VERTICAL FF ® 10/lo W.W.M.ON 3"GRAVEL p BARS(32"OGJ INTO GMU -= LEVELIN6 COURSE c� ABOVE C30"MIN LAP ON ua G VERTICAL BARS IN CHU) 0 Q O - I III�II)r III- 100'-0 - - Y�°EXPANSION JOINT W/SEALANT _ ENGINEERED FILL TO I-' 1 IIIIIT ,L (TYPICAL) LANDSCAPING - I �ITII IIII-: =T�1=TI-` NINE I BE COMPACTED TO 95% - b"CONCRETE SLAB W/REBAR Dill' h; 'II!= WALL SECTIONS __ ITII-. „_ 2"FOAM INSULATION FF ® 3 MAT(#4's 0 16"O.G.E.W.)ON " B=Q " i1�LT Q I= �98' GRAVEL LEVELING COURSE - ._ I'-2"xl'-0"CONCRETE PIER W/ �I _IIII � I •a a " lUl-�lll=1 Y , -- I - (4)#5 VERT.REBAR(10"HOOKS 2'-6'xl'-0"GONT.SPREAD UNDISTURBED 501E OR o - ° 4 - J=a LICENSED l'-2" -1'-5" - 1= TIED TO HORIZ.REBAR IN FT6)B _ 1= f_� FOOTING W/(3)#4 HORIZ. ARCHITECT - - _ I #3 TIES®10"O.G. ENGINEERED FILL. TO REBAR GONT. AR-2780 • -- BE COMPACTED TO 95% - ' m _ h__ ° - r m j - - UNDI5TURBED SOIL OR ENGINEERED FILL. TO 4 O"x4'-0"xl'-0"PAD FOOTING II" II" BE COMPACTED TO 45% \� 4 W/(4)#5 HORIZ.REBAR E.W.. — '" 2'-6" BARBErtsIOVERCRAIG aI < LUA , S4- °..° UNDISTURBED SOIL OR STATE OF IDAHO S CT OI�1 OFFICE/PARTS LL EN(51NEERED FILL. To �H SECT ION�! ��E TERIOR COLUMNS BE COMPACTED TO 95% b SCALE: 3/4' . 1'-0' SHEET# I6 SCALE: 3/4' = 1'-0' 1 16-SECT4 I DATE: MAR 06 OJECT 0502 MASONRY LINTLE 6CHEDULE DRAWN BY: RAIG WLGRAFT 28KI0 BAR JOISTS®48"O.G. WLGRAFT IbK4 BAR JOISTS®48"O.G. g.CRAIG — / DRAWN BY: 6"GMU LINTLE BLOCK VV(2)#5 HORIZ. CHECKED: B-CRAIG ❑1 REBAR GONT.TIED TO(2)#5 VERT.REBAR REVISIONS: 3 20-Ob ®51DE5 OF OPENIN65 G REV15ED STEEL BEAM 16"GMU LINTLE BLOCK W/(2)#5 HORIZ. 3 6 14 3 3 ^ AND PER EHM,B5G 2 REBAR GONT.TIED TO(2)#5 VERT.REBAR ®51DE5 OF OPENINGS - _ -- - — 6"GMU LINTLE BLOCK"5PLIT FACED" - I I ❑3 NU(2)#5 HORIZ.REBAR GONT.TIED TO (2)#5 VERT.REBAR®510B OF OPENINGS !I I I I I 1 I I I I I I I I I I ❑4: IIIII I __1II IIIIIIII I � 0 rV2 WwdOz�6J. BY B v S DESIM°�waN�G' N GROUP, BARRETT SKIVER cRAITGH THESEDRAWINGSIb"GMU LINTLE BLOCK"5PLIT FA( RW 2)#5 HORIZ REBAR GONT.TIED TO EE PROPERTY OF THE (2)#5 VERT.REBAR®51DE5 OF OPENINGS ARCHITECT AND MAY NOT I-F I I BE REPRODUCED. CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY24"GMU LINTEL(16"LINTEL BLOCK$6"BOND ❑5 BEAM BLOCK ABOVE,50LID 6ROUTED TOGETHR ARCHITECT OF ANY W (2)#6 HORIZONTAL REBAR GONTIO5 TIED VARIATIONS. 2 RT WRITTEN DIMENSIONS HAVE V N o�N �E PRECEDENCE OVER SCALEDTO(2)#5 VERTICAL REBAR AT SIDES OF OPENING 3 DIMENSIONS. #b HORIZONTAL REINFORGIN6 AT LINTELS MJ5T ®EXTEND 30"MINIMUM PA5T 51DE5 OFOENIN65 IN 6ROUTED COUR5E5(5TANDARD BLOCK) 24"GMU LINTEL(I6'LINTEL BLOCK It b"BOND 6❑ BEAM BLOCK ABOVE, OLID GROUTED T06ETHW 4 N(2)#6 HORIZONTAL REBAR CONTINUOUS TIED M TO(2)#5 VERTICAL REBAR AT SIDES OF OPENIN65. #b HORIZONTAL REINFORGIN6 AT LINTELS MUST m cc® RECEIVED V EXTEND 30"MINIMUM PAST 51DE5 OF OPENINGS IN L 6ROUTED GOUR (5PLIT FACED BLOCK) APR 2 0 z°X CRY OF TWIN FALLSOTE #5 HORIZONTAL REINFORGIN6 AT LINTELS MUST EXTEND 25" BUILDING DEPT. > MINIMUM BEYOND 51DE5 OF OPENIN65 IN GROUTED COURSE U.N.O. 4 � ALL LINTEL5 TO HAVE#5 VERTICAL ®16"O.G. Q I I 1 I I I I I 1 I I I I I I I =M "o�ED I I 1 I W W O z 6TEEL BEAM 6CHEDULE -- ---- --- - --- -- - — 1 I I 1 I I I I I I I I I I I I I I 1 = W OWI2x40 STEEL BEAM,FIELD PRIMED 1 A AND PAINTED 3 I 5 1 1 / 2 I O 2 I I 1 I I I 1 1 I I ,I II TI V I I1 FJ 1 1 1 I 1 1 1 1 I I I I 1 I I 1 VERTICAL REINFORGIN6 FOR GMU WALLS �1 I I I I I I I WOOD BEAM 6CHEDULE ®MARKED WALL5,#5's®5"O.G.IN GROUTED I J AA ,y4"�y2"PARALLAM CELLS. ( I I I I I I I FTu 2 6"ROOF DRAIN b EMER6ENGY 5GUPPER DRAINAGE GRIGKETS -- ------ (TYP.OF(4)) 54'-0" - I I I 1 I I 1 I I I I I 1 I I I I I I ----- ---_--- ---------_— =---------- — _-- 5 2 I I I I 4 1 I I I I I I I I o B I I I I I I I I I I I 1 I I I I I I LI. 13 1 I 1 1 I I I I I I I I I I I I I I I d. T 4 RTU RN WLGRAFT I6K4 BAR J0I5T5®4b"O.G. A A A � \ O fVERTICAL REINFORCING FOR GMU WALLS — — — — I 0 a ®MARKED WALL5,#5'5®5"O.G.IN GROUTED — — — — — — — - o GELL5. Q N 4 RTU AA H w f 6"CANT(TYPICAL) 15 Q �n II-l/S"TJI/IIO's®24°O.G. H 4 WLGRAFT 24KT BAR J015TS®48"O.G. G W }} O � o RTU i A a z Q N RTu 3 ROOF DECKING NOTE: ROOF FRAMING PLAN ROOF DECKIN6(_-----�----— ( FA5TE ED TO J01 BE WI f G H V(PUDDLE VELD5 — 3b/4 PATTERN AND#10 TEK 5GREW5 AT 1211 -' O.G.AT SIDE LAPS. t ROOF FRAI"f INIS PLAN z ARCHITECT SG4LE: 1/8' 1'-0" AR-2780 BARRETt SKNERCRAIG ROOF SLOPE STATE OF IDAHO 6CALE: 1/16' = 1'-0' SHEET# I IL12-ROOF DATE: MAR 06 PROJECT#: 0502 DRAWN BY: B-CRAIG CHECKED: B-CRAIG - REVISIONS: 6 ADD HDW SGHED,GHED.BSG REMOVE WINDOW"C' in Q Q C) p O Q cV 101006 BY BALTEUS DESIGN Q Q Q Q Q GROUP,(BARRETT SKIVER F- F- F- < F_ r r CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE Fl E ARCHITECT AND MAY NOT BE REPRODUCED. CONTRACTOR TO VERIFY �T- DIMENSIONS AND NOTIFY 4'-0" � 6'-4" 4'-0" q'-4" I5'-O" I. 3'-4' 3'-4" 3'-4" 3'�" ARCHITECT of ANY VARIATIONS. WRITTEN DIMENSIONS HAVE ®ANGLE C ®ANGLE D PRECEDENCE OVER SCALED DIMENSIONS. RELIVED AKt 2 0 ZLjd C.. Q M N DOOM ,4ND RAID ICI— DUL DOOR HARDWARE SCHEDULE aU;L�Ih��PT: o L V �. "2 aN n DOOR FRAME HARDWARE DOOR DOOR LEVER DUMMY CYLINDER ENTRY DEAD BOLT 5TORME OFFICE PRIVACY PA55A6E PJ5H FLUSH PANIC HIN6E5 HINSES HINGES CLOSURE NDC SMOKE FLOOR WALL FLOOR NOTESco SIZE LOUVER DETAIL FIRE # TYPE HANDLE HANDLE LOGKISF) LOCK LOCK LOCK LOCK LOCK LATCH PULL BOLTS HDW 35" 45" TOREFRON 6A5KET5 SWEEP5 STOP STOP V .L m a N RATING NOTE5 I STOREFRONT ■ ' • ° ° ° ■ MARK WD HOT THK TYPE MATL GLAZING WD HOT MATL EL HEAD JAMB SILL LABEL SET KEYSIDE ■ ■ ■ ° • ° N a W 2 STOREFRONT NO RM NO 3 OH6D 4 STEEL EXT ■ ■ ■ ■ ■ ■ ■ 14'-4'10'-O"I-3/4" 5F ALUM YES NA NA ALUM G NA NA NA NA 5EE SCHEDULE NA 5 STEEL£M ■ • ° • ° ° ■ 2 3'-0" 1'-O" I-3/4" 5F ALUM YES NA NA ALUM 6 NA NA NA NA 5EE 5GHEDULE NA 6 OH6D DOUBLEV N 3 I6'-O'10'-O"1-3/4" OHSD ALUM YES NA NA NA A NA NA NA NA 5EE 5GHEDULE NA T STEEL EM ■ ■ • ■ ° ° ° ■ �� H Q ~ 4 3'-O,, -1'-O" I-3/4" SWING STEEL YES NA NA STEEL F NA NA NA NA 5EE 5GHEDULE NA 8 STEEL EXT ■ • ° ■ ° ■ ■ m 5 3'-0" 1'-O" 1-3/4" 5WIN6 5TEEL YES NA NA STEEL F NA NA NA NA SEE 5GHEDULE NA 4 STEEL EXT ■ • • H n 6 I6'-O'10'-0"F-5/4 OHSD ALUM YES NA NA NA A NA NA NA MA SEE SCHEDULE NA 10 OH6D ■ ■ ■ ■ ^, C -' 1 6'-O" �'-O" SWIN6 STEEL YES NA NA STEEL 151M NA NA NA NA 5EE 5GHEDULE NA II 5Tff1 Ex ■ ■ ° ■ • • ° O 8 3'-0" ?'-O" SWING STEEL YES NA NA STEEL F NA NA NA NA SEE SCHEDULE NA 12 STOREFRONT ■ ■ ■ ■ ■ • • ■ ■ VEHICLE ACCESS m O ZO 9O" SWING STEEL YES NA NA STEEL F NA NA NA NA SEE SCHEDULE NA 13 STOREFRONT Q 10 O'-O'10'-O" OHGD ALUM YE5 NA NA NA B NA NA NA NA 5EE SCHEDULE NA14 WOODII 3'-O" 1'-O" R5F STEEL YES NA NA STEEL F NA NA NA NA SEE 5GHEDULE NA IS12 9'-O"1 V-01 ALUM YES NA NA STEEL D NA NA NA NA 5EE 5GHEDULE VEHICLE ACCESS 16 W00D ■ • °13 12'-O'10'-0" ALUM YES NA NA ALUM G 51 NA NA NA NA 5EE 5GHEDULE NA I1 WOODO14 3'-O" 1'-OSHINS WORD NO NA NA STEEL I NA NA NA NA SEE SCHEDULE NA 18 WOOD ■ • ° ° ° \ N w 15 3'-O" 1'-O, I-3/4" WOOD NO NA NA STEEL I NA NA NA NA 5EE SCHEDULE NA 14 WOOD ■ ° ° ° ■ Ib 3'-0" 1'-O" 1-3/4" WOOD YES NA NA STEEL H NA NA NA NA SEE 5GHEDULE NA 20 WOOD ■ • ° ° ■ 11 3'-0" �'-O" I-3/4' WOOD NO NA NA STEEL I MA NA NA NA 5EE SCHEDULE NA 21 STEEL INT ■ • ° ° ° ° ■ ■ 18 3'-0" 1'-0" I-3/4" WOOD NO NA NA STEEL I NA NA NA NA 5EE SCHEDULE NA 22 STEEL IM ■I9 3'-0" T-O" I-3/4" WOOD NO NA NA STEEL I NA NA NA NA 5EE SCHEDULE NA 23 STEEL INT ■'-O" I-3/4" WOOD YES NA NA STEEL H NA NA NA NA 5EE 5GHEDULE NA 24 STEEL INT ■21 3-O" 1'-O" -3/4" STEEL YES NA NA STEEL H NA NA NA 45 MIN SEE SCHEDULE NA 25 STEEL INT ■ • ° ° ° 22 3'-O" 1'-O" I-3/4" SWING STEEL YES NA NA STEEL H NA NA NA NA SEE SCHEDULE NA 2b STEEL INT ■ ■ • ° 23 3'-0" -1'-O" 1-3/4" SWIN6 STEEL NO NA NA STEEL I NA NA NA NA SEE 5GHEDULE NA 21 WOOD • ■ ■ ■ 24 3'-0' 1'-0" I-3/4" SWING STEEL YES NA NA STEEL H NA FNANA NA 5EE 5GHEDULE NA 28 5TEEL INT ■ • ° • "- 25 3-0" T-0' 1-3/4" SWING 5TEEL NO NA NA STEEL H NA NA SEE 5GHEDULE NA 24 STEEL INT ■ 26 5'-0' 1 O' 1-3/4"rSlllllNr, STEEL YES NA NA STEEL H NA NA SEE 5GHEDULE NA 30 STEELINT ■ • • ■ ■21 3'-0" 1 O" I-3/4" WOOD NO NA NA STEEL I NA NA 5EE 5GHEDULE NA 31 STEELINT ■ ■ • • ° DOUBLE DOOR 28 3'-0" 1'-0" I-3/4" STEEL YES NA NA STEEL H NA NA SEE 5GHEDULE NA 32 STEEL IFIT ■ ■2A 3'-0" 1-O -3/4" :x STEEL YES NA NA STEEL H NA NA 5EE 5GHEDULE NA 33 OH6D - 30 3'-O" 1'-O" 1-3/4" STEEL YES NA NA STEEL H NA NA SEE 5GHEDULE NA 34 S311'-O' NO NA NA STEEL 15IM NA 5EE32 3-O" 1'-0' I-3/4" STEEL YES NA NA STEEL F NA NA 5EE33 16'-O 10-O 13/4" ALUM YES NA NA NA A NA NA SEE 5GHEDULE NA34 IS-0 Y-O' I-3/4" ALUM YES NA NA ALUM E NA NA 5EE 5GHEDULE NA DESCRIPTION MANUFACTURER MODEL" COLOR NOTES w 35 3'-0" 1'-O" I-3/4" SWING STEEL YE5 NA NA ALUM H NA 45 MIN SEE 5GHEDULE NA DOOR HANDLE LATCH LOCK 5GHLA6E D'SERIES 626 ATHEMS LEVER DOOR HINGES HA6AR BBI21Q 45x45 626 N526D) VERIFY W(STEEL FRAMES 0 U- ALL EXTERIOR STORERONTS TO HAVE INSULATED 6L.AZIN6,AMD THERMALLY BROKE FRAMES URE DOOR 0.05 LON LG 4041 Ct% 689 ALUMINUM "SUPER 5MOOTHEE'GLO5URE W/STOP DOOR THRESHOLD PEMKO 212 A MILLED ALUMINUM 6"WIDE MINIMUM WINDOW II }� I I C/�I I DOOR SMOKE 6A5KET5 PER DOOR SUPPLIER W I I�l D O W J lns 1"I D U L DOOR FLOOR SNESf5 PER DOOR SUPPLIER 04 DOOR WALL STOPS IV£S V'Ti 40266V U5 26D � DOOR FLOOR STOPS IVES F5 44I415 U5 260 MARK SIZE TYPE MATERIAL GLAZING COLOR MFO ELEV NOTES WIDTH HEIGHT INSUL LOW E CLEAR TINT TEMP GL. BLK. ° A 12'-6" 13'-O" SF ALUM • • • • SILVER I I W/THERMAL BREAKS O B 8'-O" 13'-O" 5t- ALUM • • • • SILVER I 2 W/THERMAL BREAKS C7 "- _ F- c D 8'-O" 6'-0" SF ALUM • • • • SILVER 1 4 W/THERMAL BREAKS y' E 4'-0" 2'-O" 6LBLK SLBLK • • CLEAR I 5 CLEARSTORY F Q'-0" 8'-O" 5F ALUM • e SILVER I 8 INTERIOR PARTITION " J • • SILVER I 1 INTERIOR PARTITION @ 8'-2 SF ALUM H 3'-O" T-2" SF ALUM • • • SILVER 6 MATCH DOOR HEIGHT w '- - 3'-4" 4'-0" SF ALUM • • • SILVER Q 2N1D FLOOR s: Q ALL STOREFRONTS TO HAVE INSULATED SLA55 AND THERMALLY BROKE FRAMES H w � Q 114K-O DOOR/WINDOWSCHEDULESUCENSED ARCHITECT AR$780 zz STATE OF IDAHO 6_01 4'-0: 3'0" , „ SHEET# 9-SCHED i DATE: MAR 06 G PROJECT#: 0502 14 DRAWN BY: B-CRAIG CHECKED: B-CRAIG 140-0 REVISIONS: 3-23-06 681-0' II'-T" bo'-5" ADD CONSULTATION AREA WALL 0IME1610115.B5G 6-4' 1'-4' 16'-0" I'-4' 24'-8n 2'_8" 6'_4° 2r_"!• 3r_4. 3',8• 32'_b" 5-4.11, I01-01 Ir74"4r-0' I i Ir'I" 7 8 w_ ®1006 BY BALTEUS DESIGN 4 O O i » OIL ARREL O 21 O R10 GROUP,(BARRETT SKIVER ! 1 ° STORAGE `' PARTS i CRA fl THESE DRAWINGS O i RECEIVING' ARCHI E TAND MAY NOT BE REPRODUCED. ------- m CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY 1 N Q ARCHITECT OF ANY PARTS ' _ VARIATIONS. 12-10 SF 2 N WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED - ° TOOL b DIMENSIONS. STORAGE 20 4 O 4'_6" v IMP — o a 4 4 SERVICE BAYS — - L P RECEIVED °C Q L N a m 30 N - UPv I v (7 bA , a M N a APR 2 0 2005 0 = 00 BREAK 4'_0" �'_Bn C7 M m N N SALES/CONE. F DSUIOLDINGDVT�S � L 0 o PARTS/ 22 - WORK ROOM O 4 :o p V V P 0 ® ® g MSERVICEANAGER O N BROG RE 5TOR. � NPCC s 29 24 2 UA K 18 1) 5'-5" 6 in (/1 Q tz 17 11,_Bn r---`-_..-'— ------ --"i 1 - 2s w E GOFFICEL N GENERAL O Z i 4 OTEC 4 PARTS ry W OH m a� m IT Q 4'-8" 1'-4" 16 I'-4.3r�" IIr_4n ram. .o 6$n T-4' *-0. 15 '^ 4 4 ,,. 32 28 \ U O 14 } Y \ o O �� ' ,..=d. 33 \ Hl 27NIN6 26 10'-8° 14'-b" II'-10" 5'-0" 14'-8° ,... 6'-0' I6 6FQ N U O lU;4RRANTY N LU RETAIL 14'-B" 3'-4" 2-0° �W �P CASNIIEE/ PARTS CONSULTATION 4 20'-0" OD �w o KIDS PLAY AREA A 4 CONS 'ATION O E --- 4 > N 4 SERVICE 34 RECEPTION INFO CENTE r -.__; DISPLAY �� SHOWROOM 12 Y Q ..* Q OD q'-4' � `> O � UP O O 14 OPIN 5 I L Pb. O MANAr r=RS OA ? O 4 q'-0" OFFICE N B m CUSTOMER CENTER B"BLOCK 8"BLOCK _ 3 Q 13 j a — w C 4'-8' I'-4" 16'-0" 1_4n Y-4- 3r-4" 8'-0" 2'_B A b< A A A Q x _ 0 c 26-0' II-4' 14'-0" .-I._--- -- — ENTRY _._ Q 42'-,' w g z z _ W W < o 6rA" 6r-y. T_7" 14'-4" 2'4" 18'-0" 2'-5' 131-6" lb' is�FLOOR PLAN �ryA A H WALL SGHEDULE 13 Ib ucENSED ARCHITECT p ® 8"REINFORCED CMU WALL AR-2780 4"6",8"FRAME WALL5,(ENGINEERED 1 S t. FLOOR FLAN 5TUD5 OR STEEL 5TU05) 3 \ SCALE: 1/8' = 1'-0' - 'z BARRETT SKIVER CRAIG SQUARE FOOTAGES STATE OF IDAHO GONsULTATION AREA 15t FLOOR 12,062 5F SCALE: 1/8' = 1'-0' FUTURE 2nd FLOOR 2,400 5F SHEET# 7 7-FLPL-1 i DATE: MAR 06 (4)5/g"x 10"A.B. TRIM W/COLORED METAL PROJECT k: 0502 WRAP DRAWN BY: B-CRAIG 8"xI'-0"x6/a"STEEL(OLUMN BLOGKOUT FOUNDATION FOR 5E6TIONAL OVERHEAD DOOR CHECKED: COLUMN AND GROUT AFTER HOLD FOUNDATION DOWN 6" bx6 PARALLAM COLUMN REVISIONS: B C06 C (TYPICAL)OLUMN 15 INSTALLED AND RUN FLOOR SLAB OVER REVISE DETAIL 9/( 4"CONCRETE SLAB W/REBAR F,F.® MAT(45®16"OL,EWJ ON 3" PER EHM.656 4'CONCRETE SLAB ON GRAVEL LEVELING COURSE 6566 5052 P05T ANCHOR 3"GRAVEL LEVELING COURSE FF ® VV(2)5/8"�PTHRU-13OLT5 LANDSCAPING 98_ -8 ��1� � 4"CONCRETE SLAB VU 6xb- IOAO W.W.M.ON 3'GRAVEL 2"FOAM INSULATION j. ° - GONGRETE FOUNDATION WALL LEVELING COURSE 02006 BY BALTEUS DESIGN 1--(I11� -q III �, . ' -0 I11J III=n�I 1- N/(4)#4HORIZ.REBAR(5P. a GROUP(BARRETTSKIVER Ir-�_lll - �1� , I�l Q CRAIG)THESE DRAWINGS ENGINEERED FILL TO ' Q' EVENLY)d(1)#5 VERT.REBAR • F.F.® ,� ARE THE PROPERTY OF THE ��- —U1L �- �1--�_ ARCHITECT AND MAY NOT —I'-2"xl'-0'CONCRETE PIER W/ BE COMPACTED TO 95% m IT illi=- (4)#5 VERT.REBAR!10"HOOKS -� 111 (�] - � ®24"O.G.,TIED TO REBAR IN - - --�-- 100'-O" BE REPRODUCED. 11!IY�I�}i-�f FOOTING.(ALT.5TA66% _ VERIFY rJLIr 1 - TIED TO HORIZ.REBAR IN FTC)8 III �iIi�-�-IIII- � TT ° d.^ DIMENSIONS AND NOTIFY - �jlfJ— 1= Q ARCHITECT OF ANY 2"FOAM INSULATION ��, - I"I #3 TIES®12"O.G. = -- 1-- •^4 •' — VARIATIONS. 2'o°xI'-0"GONE.SPREAD TN(( f�I -1��-I I�jJ � ILI 15 IL OR PRECED N EMOVER SCANS LED E ;•; —4'-0"x4'-0"xI'-0"PAD FOOTING 1- 4 FOOTING W/(3)#4 HORIZ. - ENGINEERED FILL. TO DIMENSIONS. 4 ° - W/(4)#5 HORIZ.REBAR E.W,. �1-� -1� = REBAR C.ONT, I'6" _ I b BE COMPACTED TO 95% -- - UND15TUR13ED 50IL OR CONS.FOOTING VU(3)#5 UNDISTURBED 501E OR 7=III1= � REBAR(EACH WAY) ENGINEERED FILL. TO RECEIVED Q p a 8" S" 8" BE COMPACTED TO 45% O aLi 0 _ 1'-2" 1'-5" ENGINEERED FILL. TO Af'P 2 0 2003 J7: Q d d e BE COMPACTED TO 95 5 ,, p T,4 I L BUILDING DEPT. z ba w eb cq CITY OFTWIIJ FAL DETAIL g W COLUMN FOOTING r 7 L 00 N N 10 OVERHEAD DOORS 6 SCALE: 3/4' a 1'-0" p V a 4 a DETAIL .- STEEL COLUMNS a SCALE: 3/4' . 1'-0" S_ GJ a LL � N 6 SCALE: 3/4' 1'-0' i a 1'-0" 1-I/4"m PIPE HANDRAIL I'10 v z M 2xb's(D.F.#2 OR BETTER) tINTERMEDIATE RAIL 1-1/4"(1)PIPE HANDRAIL(PAINTED) 3 O O ®Ib"O.G. PROVIDE BLOCKING IN WALL (PAINTED) WHERE OCCURS a x AS REO.FOR HANDRAIL m OO O :I ID c 3x344"'STEEL PLATE W h"xb" 1-1/411m PIPE POSTS® 4 GYPBD 2xb R.W.OR P.T.51LL PLATE VELD STUD®8'-0"O.G. MAX 8'-0"O.G. m H p - VU 1/2,AO'ANCHOR BOLTS MAX.(EMBED IN CONC) 3'-b"CLEAR (PAINTED) 3xM4"STEEL PLATE VOTxb" ®4'-0"O.G.AND I'-0"FROM iv VELD STUD®8'-0"OL, 4"CONCRETE SLAB W/bx6- ENDS 4 I'-0" I'-0" MAX.(EMBED IN GONG) 10/10 W.W.M.ON 3"GRAVEL m 2"EXPAN51ON JOINT VU LEVELING COURSE )z'RADIUS �`^• SEALANT"CONCRETE SLAB W/bxb- 9` _ IOAO N.N.M .ON 3"GRAVEL F.F. ® -- - y ,. fl 10/10 W.W.M.ON 3"GRAVEL _ - `a A w -t LEVELING COURSE w • �I�11 LEVELING COURSE 11J11 1- - � A .. EE 4 REBAR®N051NG5 LnI1-1IIIl1 Q I�fF n� THICKEN SLAB AS REQUIRED _ m - �¶�- I'-4"x8"CONCRETE SPREAD - FOR VELD STUD COVERAGE 1.-0" I'-0" -DTI ^l 1 - " ,- FOOTING W/(31#4 HORIZ. �111 �_�-. I ILI �Z"EXPANSION JOINT E SEALANT r - #4 REBAR®32"O.G, GONG.FOOTING W/(3)#4 2'-0" #4 VERTIGLE REBAR 5 b 5 REBAR HORIZ.REBAR ®32"O.G. 4 _ - 6"CONCRETE WALLS (1)#4 HORIZONTAL REBAR® Cie(2)#4 HORIZONTAL REBAR 6 TOP AND BOTTOM O 12 DETAIL 0' THICKENED FOOTING SPACED EVENLY / //� S 13 D E T A I L - INTERIOR HDC RAMP 4 T H L CONCRETE STEPS w 5 SCALE: 3/4' = I'-0" 6 SCALE: 3/4' 1'-0' _.J 6 SCALE: 3/4' 1'-0" w Q /�� p 0 �W o d � � W LL z ¢— z Q a a g a Z Q CONCRETE DETAILS LICENSED ARCHITECT AR•2780 BARRM SKIVER CRAIG STATE OF NAHO SHEET# b 6-CONCDET2 DATE: MAR 06 8""SPLIT FACED"G.M.U. PILASTER WHERE OCCURS 8""SPLIT-FACED"G.M.U. PROJECT#: 0502 #5 VERT.REBAR®16"OL. DRAWN BY: B-CRAIG LAP BARS 30"MIN. (BEYOND) £ CHECKED: B•CRAIG b'CONCRETE SLAB W/REBAR 6"GONGRETE SLAB NU REBAR #5 VERT.REBAR®16"O.G. REVISIONS:4-IQ-05.REV MAT(#4'S®16"O.G.EWJ ON 3" MAT(#4'5®16"OL.E.WJ ON 3" LAP BARS 30"MIN. DETAILS 5,6 AND"I 8"G.M.U. GRAVEL LEVELING GOUR5E GRAVEL LEVELIN6 COURSE FOR WIDER FOOTING _ #5 VERT.REBAR®16"O.G. F F ® B"BOND BEAM W/(2)#4 F.F ® 8"BOND BEAM W/(2)#4 55G LAP BARS 30"MIN. �q8_8+----- HORIZ.REBAR GOUT.®4'-0" �q8-_8=-- HORIZ.REBAR GONT.®4'-0" I}�"FOAM AND SYNTHETIC _ OL. -- �, --- _ O.G, 4"CONCRETE SLAB PU bx6- STUCCO W/REINFORCED 2'FOAM INSULATION - _ - CONCRETE FOUNDATION WALL 2"FOAM INSULATION = CONCRETE FOUNDATION WALL 10/10 W W.M.ON 3'GRAVEL IMPACT"MESH(WHERE I - I_ = h=IILI I=p - W(4)#4 HORIZ.REBAR(5P. I �_ TO=- 6 _ =III=Q WI(4)#4 HORIZ.REBAR(SP. 02006 BY BALTEUS DESIGN LEVELING COURSE OCCURS) 1= -ITjJ1� N = EVENLY)d Q)#5 VERT.REBAR � �jII�=I ° ^ l- -�ry EVENLY)8(I)#5 VERT.REBAR CRAIGGROUP(BARRETT SKIVER F F ® 8"BOND BEAM W/(2)#4 ITi �11 1= -I " ®I6"O.G TIED TO RE IN _ ®16"O.G.,TIED TO REBAR IN ARE THE PROPEDRAWINGS TY OI F THE �100'-0" = _ HORIZ.REBAR GOUT.®4'-0" ENGINEERED FILL TO - 1=1 ., . :_=11 - FOOTING.(ALT.STAGGER) ENGINEERED FILL TO �J�III ., MITI ARCHITECT AND MAY NOT °' OL. BE COMPACTED TO 95% I I I III-F. BE COMPACTED TO 9 III =I II=.I FOOTING.(ALT.STAGGER) BE REPRODUCED. a = EXTEND VERTICAL BARS 30" a = -_ EXTEND VERTICAL BARS 30" • I CONTRACTOR TO VERIFY fl (� MIN INTO GMU WALLS _ MIN INTO GMU WALLS DIMENSION A DNOTIFY 2"FOAM INSULATION ° - — CONCRETE FOUNDATION WALL ° _ ANY . W/(4)#4 HORIZ.REBAR(5P. •° "L ° 2'-0"xl'-0"GONT,SPREAD I' Q VARIATIONS •° 2'-0"xl'-0"GOUT.SPREAD WRITTEN DIMENSIONS HAVE EVENLY)+E(U#5 VERT.REBAR PRECEDENCE OVER SCALED UNDISTURBED 501E OR FOOTING W/(3)#4 HORIZ. UNDISTURBED 501L OR FOOTING NV(3)#4 HORIZ. DIMENSIONS. ENGINEERED FILL TO ~ _1-'I� � --iT!- o I _ ®Ib"O.G.,TIED TO REBAR IN REBAR GONT. REBAR CONT. III=1fllli- ) FOOTIN6.(ALT.5TA66ER) ENGINEERED FILL. TO BE GOMPAGTED TO 95% _ = EXTEND VERTICAL BARS 30" BE COMPACTED TO 95% 8" 8" 8" BE COMPACTED TO 15% D FILL. TO MIN INTO CMU WALL5 2 0° RECEIVED Q ^a 0 '- a I APR 2 0 2003 cc Q v 06.F _ f� I s DETAIL CRY OF TWIN FALLS -T M a)j�E TA I L PARTS NORTH WALL � SERVICE/PARTS WEST/SOUT44 WALL Z 3 eo BUILDING DEPT OA 2'-O"xl'-O"CANT.SPREAD s SCALE: 3/4' . 1'-0' 9 SCALE: 3/4' - 1'-0' N -4 FOOTING NV(3)#4 HORIZ. o V z REBAR GONT. >✓ v n UNDISTURBED 501L OR u a ENGINEERED FILL. TO 8"G.M.0 PILASTER Lu N Q k" BE GOMPAGTED TO 95% GROUTED SOLID 85PLIT-FADED"" "G.MU. OFFICE PARTS y 2'-0" _ 81,C.M.U. t-+ n #3 LATERAL TIES®16"O.G. GROUPED SOLID i cu C z' #5 VERT.REBAR®16"OL. 1�"R.H.FURRIN6 STRIPS® #5 VERT.REBAR®16"O.G. Q ra 3 z= b'CONCRETE SLAB W/REBAR 16"OL.,I4"RIGID INSULATION LAP BARS 50"MIN. m CO 0 d MAT(#4'S®I6"O.G.E. ON 3° LAP BARS 30'MIN. a GRAVEL LEVELIN6 COURSE " AND 5/"6YPBD. F- �i D E TA I L o TYPICAL 8" EXT.WALL F.F.® 8"BOND BEAM W/(2)#4 4"CONCRETE SLAB W/bxb- 8"BOND BEAM W/(2)#4 0 N O 5 61 -' -. HORIZ.REBAR GOUT.®4'-0" IOAO KKK ON 3"GRAVEL HORIZ.C REBAR CANT.0 4- �y a SCALE: 3/4' . P-0' 9b'8" °�_n- ° _^_ ---- l _ O.G. LEVELING COURSE O.C. ^^ FF,®------ I-T ,-p _ W/(4)#5 vERT.REBAR d#3 TIES 100'0' °' W/(3)#4 HORIZ.REBAR(SP. -IT= ®12"OL.RUN FOUNDATION HORIZ. EVENLY)S(1)#5 VERT.REBAR ENGINEERED FILL TO _ REBAR THROUGH,(TYPICAL)EXTEND = p 6 16"OL,TIED TO REBAR IN = BE COMPACTED TO 95% ENGINEERED FILL 70 �iL= VERTICAL BARS INTO GMU-36"UP _r—I I� � � FOOTING.(ALT.STAGGER) BE COMPACTED TO 45% III = ! F F'® 'I-Vl- ° EXTEND ALTERNATE VERTICAL _ _ =T ON VERTICAL BARS IN GMU *q8-8 °_ �. 4 �) BARS(32"O.GJ INTO GMJ ABOVE(30"MIN LAP ON 2'-8"x2'-8"WIDENED Q III : VERTICAL BARS IN CMU) UNDISTURBED SOIL OR FOOTING W/(4)#4 HORIZ. � ENGINEERED FILL. TO 8" 1'-4" 8" REBAR E.W. BE COMPACTED TO 95% SQUARE - T -i i_rT 2'-0"xl'-O"GONT.SPREAD , 2'-8" UNDISTURBED 501L OR II" 8" II" FOOTING W/(3)#4 HORIZ. EN61NEERED FILL. TO _ REBAR GONT. O 2 STOREFRONT DOOR SYSTEM BE COMPACTED TO 95% 0 N'wb" HOLD FOUNDATION DOWN 6" 4"CONCRETE SLAB ON 3" AND RUN FLOOR 51LA5 OVER g SHOP PILASTERS GRAVEL LEVELING COURSE (TYPICAL) D E T A I L T F.F.® SCALE: 3/4' I'-0' D E TA IL a OFFICES/PARTS WALL SCALE: 3/4" I'-O" Q ua ENGINEERED FILL TO - I' ,' e I. 1 = II(I-- O BE COMPACTED TO 95AS J I- 6 ° o a -i1I-I bxb PARALLAM GOLUMN 2"FOAM INSULATION 470 'Jill-11111 8"G.M.U. w =1 CONCRETE FOUNDATION WALL 2 ® z __I, i_. W/(4)#4 HORIZ.REBAR(5P. 0566 5052 P05T ANCHOR Q „ 11-8 11= - #5 VERT.REBAR®lb"OL. 1--_.l EVENLY)t(1)#5 VERT.REBAR W/(2)5/8VTHRU-BOLT5 b'CONCRETE SLAB I^U REBAR LAP BARS 30"MIN. di !Li==-1 :=i ®24"O.G.,TIED TO REBAR IN MAT(#4'5®16'O.G.EA)ON 3"7 6"CONCRETE SLAB W/REBAR �I--1 FOOTING.(ALT.STAGGER) -IW=1' GRAVEL LEVELIN6 COURSE 1Iff _ 8"BOND BEAM W/(2)#4 MAT(#4's®16"O.G.EA)ON 3" oOC Q o Q`" 2'-O"xl'-O"CONT.SPREAD F.F.® HORIZ.REBAR GONT.0 4'-0" 6RAVEL LEVELING COURSE e a Q I�.a ilk Q FOOTING W/0)#4 HORIZ. OG. e _ __ F.F. II' = REBAR GOUT. ° - a-* p -_- __°. - --- - Q8'—S" CONCRETE DETAILS ITI}_ = UNDISTURBED 501E OR 2'-0"xl'-0"GONT.SPREAD - a° FOOTING W/(3)#4 HORIZ. 8" 8 8" ENGINEERED FILL. TO - �i I ,� 'I�I�� BE COMPACTED TO 45% REBAR_ I I 7 I I= CONT. ml a 2-0' "I To 1,AIL�TI� I F'- UNDISTURBED SOIL OR =I -1 i1 - ENGINEERED FILL. TO -ILI = LICENSED II" 8" II" �I _ UNDI5Tl1RBED SOIL OR � ARCHITECT °„. BE COMPACTED TO 95% Til�II v '+� � �I'f11-�-�� ""- ENGINEERED FILL. TO AR-2780 D E T A I L a ENTRY CYLINDER 2b" 2'-0" BE COMPACTED TO 95% a GONG.FOOTING I°U(4)#5 �9 SCALE: 3/4' = 1'-0' ^c'" REBAR(EACH WAY) 4'0" BARRE7T SKNER CRAIG D E TA I L 6 SHOP INT.WALL D E TA I L 6" COLUMN FOOTINGS s SCALE: 3/4' = 1'-0' s SCALE: 3/4' a I'-m" STATE OF IDAHO SHEET# 5 5-IONCDETI DATE: MAR 06 b'CONCRETE SLAB W/REBAR PROJECT#: 0502 HOLD FOUNDATION DOWN b"AND POUR MAT(#4'e 0 Ib"O.GJ,ON ENGINEERED DRAWN BY: B-CRAIG FLOOR SLAB OVER(TYPICAL 0 ALL FILL COMPACTED TO q5%AND 3° CHECKED; B-CRAIG 5 OPENINGS) 3 GRAVEL LEVELING COURSE. REVISIONS:4-Iq-05.REV 5 5 DETAILS 5,b AND 1 140'-0" FOR WIDER FOOTING 66-0" 12'-0" PER EHM,B5G 21'4" 3'-4" I'-4" I6'-0" 1'-4" 24'-b" 2'-b" b'-4" 3'-b"3'-4" 36'O" 3'-4"I'4" I0'-0" I'-4"4'-0" —® - - - - - - - - - i - - -r li - - - - - - - - - - — Z� — �� ®2006 BY BALTEUS DESIGN j I I I I GROUP,(BARRETT SKIVER CRAIG)THESE ARE THE PROPERTY OIF NGS THE I I 2 ARCHITECT AND MAY NOT BE REPRODUCED. b°CONCRETE SLAB W/REBAR I �-UNDERGROUND EXHAUSTCONTRACTOR TO VERIFY I I 5 FY MAT(#4'5 0 16"O.G),ON ENGINEERED ( SYSTEM I''I III F F a I 'SE ARCHITECTDIMENSION OFND NOT ANY FILL COMPAGTED TO 15%AND 3" ( i (51M) 98'_$ T461-0. I I Q i VARIATIONS. G EV RAVEL LEVELING COURSE I ' I i I i i I I N i WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED I RECEIVED DIMENSIONS. o— o i fl i i 2b'-4' 5'-0" —N 4'-b' v APR 2 0 2006 CINLsN - L BUILDING DEPr. � OO a o v ce Q d d 4"CONCRETE SLAB 1^U bxb-10/10 C7 'p N N W.W.M. ON ENGINEERED FILL I N I I I I N z ba COMPACTED TO g5%AND 3" C7 �7 an N w GRAVEL LEVELING COUR5E. cif L- 2'-0"I!Ilz I I � _—_—_��; onU V s — LZ I..I L'� L ____________ ________ I I b I I 3r-b" I a, z M 2'-b° I STRwIP 6 I Im_ i 1 FOOT m 11 F A — — — — — --- - - _--_- - _-- ---- - ---------------------------- -- -- ---- O -- - z: W 8" I'-4" 16'0 74 4 3_4 CV n r a I I 4_ 2'-0" IS"I 4"CONCRETE SLAB WW bxb-10/10 b" 3' 5 I a r 14'- -4" I H.H.M. ON ENGINEERED FILL I v I, 98'S" N COMPACTED TO q5%AND 3" 2 I 9F-6 13 I4 4'-1" 4-I" GRAVEL LEVELING COURSE. - 5 I I 6 - 100'-0" I I'_ 1, Ib'-0" _1 I o Da az 4'x4'xl'-O"PIER FT6 e ° /V(4)#5's E.W.TYP. 4"GONGRETE SLAB W/bxb-10/10 —mzs� — — — — — — — OF(6) _ W.W.M. ON EN61NEERED FILL 4'-b" I'-4" I6 0' I-4' 3'-4" 4" b'-0" 2' 14'-0" 9'-b" . • *. - - GOMPAGTED TO q5%AND 3" 4"CONCRETE SLAB NU REBAR 2b-0" I'-4" 14'-0" I I 6RAVEL LEVELIN6 COURSE. L6 E . a. MAT(#4's 0 Ib"O.CJ,ON ENGINEERED I �� g I ~ FILL COMPACTED TO q5%AND 3" 42-0" m 6 J "10 10" � GRAVEL LEVELING COURSE. I - 12'-4" - � — s - - F- o z 12'-b" I' I'-10" S I'6" 12'-6" I2'-b" 12'-b" I'-4" 6'b" lb.-O" p-0 45-4` I'-O.' a 18'-0" I Q x I "ANCHOR BOLTS 0 3'-0" O.C.O CURVED L5L WALL — FOOTING/FOUNDATION LICENSED ARCHITECT AR•2M FOOTING 4 FOUNIDATION FLAN %� 4111 SCALE: 1/8' = P-0' STATE OF IDAHO SHEET# 4 4•FTGFND I DATE: MAR 06 I'O" 1-1/4"0 PIPE HANDRAIL PROJECT#: 0502 30AW 5TEEL PLATE H012" b" 81NTERMEDIATE RAIL DRAWN BY; B-CRAIG 1-1/4"(P PIPE HANDRAIL(PAINTED) WELD STUD®8'-O"O.G. (PAINTED) CHECKED: _B-CRAIG WHERE OCCURS MAX.(EMBED IN GONG) REVISIONS: 3-I6-Ob 1-1/4"(P PIPE P05T5® ADD 51TE DRAIN DET Q N MAX V-O"O.G. 4"CONCRETE WALK ON 8/3,BOG m (PAINTED) ENGINEERED FILL COMPACTED 3xN/4"5TEEL PLATE W/Y2'Xb" RAVIL15 Y2"EXPANSION JOINT TO 615%AND 3"LEVELING GOUR5E WELD 5TUD®Vl O.G.I'-0" MAX.(EMBED IN GONG) �4"CONCRETE WALK ON Y2"RADIUS I'0" o b"CONCRETE WALL5 W/ EN6INEERED FILL COMPACTED (3)#4 HORIZONTAL REBAR ° ¢ TO 15%AND 3"LEVELING GOURSE ASPHALT Lu o 4"CONCRETE WALK ON $PAGED EVENLY — 02006 BY BALTEUS DESIGN T� GROUP,(BARRETT SKIVER ENGINEERED FILL COMPACTED -�—� _ — ° CRAIG)THESE DRAWINGS - IIIII L d TO 95%AND 3'LEVELIN6 COURSE wll—_ .. _ p ° ARE THE PROPERTY OF THE .• �— ° — 3 III. a Mimi I I� nl_ .1JI° ° __—_ BE REPRODUCED. ARCHITECT AND MAY NOT — ° aREBAR 'o CLEAR ° Q — — _ _ _(ll��il=1_I_II II I_ - ° b l !11=IIIII �� 116°I — CONTRACTOR TO VERIFY �I w #4 VERTIGLE I1 b" _ — DIMENSIONS AND NOTIFY _ I� ff-�.._ rTHGKEN SLAB A5 REQUIRED ®32"O.G. lLl— ^ = — _IIIf—� .... q. II�j��N = � — I' _ III 1—'ll F=nu—I. I-- �I �III III — = b _, ARCHITECT OF ANY W1FQ — _1��11111— ° '�_ —r'u:- fl-i— 1111- VARIATIONS. #4 REBAR®32"O.G. nr _ � _ —� ,III �� _ ll _ I � II�I - I —I1' IIIII 111I—ICI I—,,III - — f� ',. — RECEIVED WRITTEN DIMENSIONS HAVE VARIES #4 RE13AR®NO51N65 1Li—.< II v = FOR WELD STUD COVERAGE 11 u_ it PRECEDENCE OVER SCALED I_ I ,, 1� lull_II 1�I1 I I'-4"x8"CONCRETE SPREAD —_ �l- < ' � APR 10 1006 DIMENSIONS. �1L Y2"EXPAN51ON JOINT&SEALANT FOOTING NU(3)#4 HORIZ. =;1 F I-II=111 Imo1III �� — —il- CITY PALL S ILDINGDEP. BAR li H (1)#4 HORIZONTAL RE13AR® _ b" TOP AND BOTTOM 5" b" 5" 5" 6" 5" O �" i a 3 D E TA I L CONCRETE SIDEWALK l7 o M 3 SCALE: 3/4' 1'-0" z 'b m o 0 D E TA I L -CONCRETE STEPS �D E T.4I L NDC RAMPS N i SCALE: 3/4' = I'-0" 3 SCALE: 3/4" = I'-O' p V s V V� N 6 > s N 4"CONCRETE SLAB r J ON 95%COMPACTED b'-0" 5'-0" m 3 Ou O EN6INEERED FILL AND b° 314 RADIUS I= m 0 z Q 3"LEVELING GOURSE FIN15H GRADE I-)'" 5 i TYP.MAY VARY ~ BELOW T.O.G.(MIN) w _ ASPHALT PAVING � O ~Io'III Ile: — = � w —III III — d )Q h , m-1111 IT_Ilill= Ii 17 gill_- (I(I— b a •-�1�i (2)#4 HORIZ 1=1111�1 1�1r=1111111 a IIIII=111I�II— REBAR III �T b.I I I Ig - T'0" 4"CONCRETE WALK ON 4 EN6INEERED FILL COMPACTED 3 TO 95%AND 3"LEVELING G0UR5E 6 DETAIL g CONCRETE CURB s SCALE: 3/4' = I'-0" 4 D E T A f L D E TA I L g HDC CURB GUT RAMP 0 4-- s SCALE: 3/4' 1'-0' a SCALE: 3/4" 1'-0" U. a. x Lu ca _j 2"CONCRETE GAP BLOCK CONCRETE RING,(65Wxb"MIN) w 3'l GRATE,(BUILT TO n 0 6"SPLIT FADED CONCRETE _ A5PHALT PATCH BACK TO ASHTO H HEAVY TRAFFIC x BLOCK(PAINTED TO MATCH CHAIN LINK 6ATE W/ MATCH EXISTING(A5 REG) LOA05)NU 142"ANGLE IRON p� MAIN BUILDIN6)(50LID 6ROUT) PRIVACY SLATS FRAME(FACTORY PRIME,FIELD Q 4/ PAINT)w/ANGHOR5 0 b"O.G. ul _ b"BOND BEAM HU(1)#4 L ° z z HORIZONTAL REBAR®4b" _ Q 3 O.G. I EXI5TIN6 FILL 95AS = iil=ili - 11= PRE-GA5T CONCRETE GONE O COMPACTED — - IIll= 111=I = AND BARREL5 TO CITY OF U ua fl 'I-1 —PI=n� ' 4'-O"(T.F.STAND) dIIII —III TWIN FALL5 EN6INEERIN6 "� o III— II — I I= DEPARTMENT 5TANDAR05#4 VERTICAL BARS®32" 51 HE 6 z a° -a O.G. > WA5HED GRAVEL(60% U VOIDS) \ PERFORATED PIPE INTO DRAIN SITE CONCRETE DETAILS V/ 4 FIELD,(24"0) UF '° d 1 =_ 4"CONCRETE SLAB ON o COVER ALL FAGE5 OF Tr ENGINEERED FILL COMPACTED b"x10"MONOLITHIC FOOTING — Q EXCAVATION NU 6EOTEGH LICENSED W/(3)#4 HORIZONTAL REBAR = TO 95%AND 3"LEVELING COURSE ARCHITECT APROXIMATELY 10'xb'x60' FABRIC SPACED EVENLY AND#4 DRAIN FIELD W/40%VOID5 0� v Tll = = Ib"Ab"AN6LE#4 RE13AR® 1440 GU.FT.RETENTION EA. AR-veo VERTICAL RE13AR®32"O.G. _ �P 32"O.G.(TIE TO VERITIGAL5) b"0x b"CONCRETE 5LA5 W/ ". I= 6xb-10/10 W.W.M.ON 3"GRAVEL APROX.10'-0"x60'-0" LEVELING GOUR5E BARRETT SKIVER CRAIG k STATE OF IDAHO DETAIL DUNIPSTER ENCLOSURE 8 DETAIL - SITE DRAIN,(TYP.OF(2)) SHEET# a SCALE: 3/4' = 1'-0' SCALE: 3/4' = I'-0" 3 3-SITEDET May 03 OG 02: 21p Glenn Elwell 2083244042 P• 2 Permit Number r-vjeci.lanical CoLrtplia;.ace C_-ert Icat€ Chi By/Date 2003 IECC COMclfeek-EL Soffware Vetsion 3.0 Release 2b Data filename: C:\Progrxn Fitcs\Chcck\COMcha:k-E2'\ltondaTF.cck Section 1: Project Information project Name: MiddickaufHonda Designer/Contractor. Balteus Design Group Document Author. Glenn Elwdi P.E. Section 2: General Information Building I_ocAion (foie weather data): Twin Fails, Idaho Climate Zone. 14a Heating Dcgree Days(bast 65 degrees F): 6769 Cooling Debate Days(base 65 dew F): 329 Prujeut Type: New Cotutruc Lion Section 3: Mechanical Systems Last qjaaW System Typc tLDkcnntion g p S A� >—t 35 -<240 kBtu/h. I RTU1: Heating: Central 1'umacc, Gas/ Coolin Rooffo Package Unit, Ca ty Air-Cooled Condenser/Multiple-Zone I RTU 2: Beating: Ccntnd Fumacc, Gas/Cowling: Roollop Pack Unit, Capacity<6S kBtu/h, Airfiooled Condenser/ Single Zone ! ing: Rnoflop Package IJnit, Capacity<65 kBLu/h, Air-Cooled RTU 3: Heating: Cattrat Furnace, C:aAir-Cooled Condenser 1 Single Zone I Radiant Floor Heat: Heating: Other, Gas/Multiplo-7.onc I RCU 1: Cooling: Other, Capacity>=135 --41'240 IcBtu/h, Evcpurativcly Cuulerl Condeoser/Single-Lune Section 4: Requirements Checklist Bld,g. I Dept. J RECEIVED Use J Requirements Specific To:RTUI ( J 1. Newly purchascd heating equipment meets the heating ct6cicncy ruluirancnts 'tnJ� 3 2005 ] ' 2. Mitumurn une temperature control device per zone ] I 3. Equipment m ffici minimum efficiency: BUILDING OF T G D FALLS BUILDING DEPT. Rootop package Unit: 9.5 EER ] j 4. Integrated air economizer required [ ] J 5. Systems serving more than one zone mutt be VAV cystcros [ ] j 6. Controls eapal)lc of resetting supply air tozrtp(SAT)by 25%,of SAT-room temp diffeence I t May 03 06 02: 21p Glenn Elwell 2093244042 p. 3 Requirements Specific To:RTU 2 I 1. Newly putrhased heating equipment meets the hcating efficiency requirements ( ] { 2. Equipment minimum efficiency: Ronlfop Package Unit: 9.7 SEER 1 I Requiranents Spedfic To:RTU 3 ( ] 1. Newly ptuihasod heating equipment meets the heating cEciency rcquircrnools [ ] I 2. Equipment minimum e1fio5eney: Rooftop Package Unit: 9.7 SEER I t Ann .'rwmwnh yCpedfic To'Radiant Floor Beat j I t. Minimum one tanpa-e.mre control device per Zone [ ] 2. Sy6tcros saving more than one zone must be VAV systems [ ] { 3. Controls capable ofmc(ting supply air tip(SAT)by 25°!.,of SAT-room tern", di(_l se I { Requirements Specific To: RCU 1 [ ] I 1. Integrated air economizer required I -Exception: Air/evap condenser and cxtcncivc outsidcrtir filtration Concede Ruquirrmatts: Must be nut by all systems to which the require] tmt is applicable [ ] I 1. Load ca]oulabons per 1997 ASIiRAF.Fundamenuds [ 1 { 2. Plant equipment and system capacity no gaiter than needed to meet loads -Exception: Standby equipment automatically offwben prim.iry system is operating I •Exception: Multiple units controlled to sequatce operation as a fartetion of load ( J 3. Minimum one tamperaturc control device per systvn ( ] { 4. Minimum one humidity control device per ingtalled humidification/drhumidifieotion system ( ] I 5. 'ncLrmostatic controls has 5 degree F dcadband i -Exception: Thermostats inquiring manual changeover between heating and cooling [ ] 6. Automatic Controls: Setback to 55 degree F (beat)and 85 degree F(cool); 7-day clnck, 2-hour occupant override, 1041our backup -Fxception: Continuously operating zones -Exception: 2 kW demand or less, submit calcultuions [ ] { 7. Automatic xhut-otfdampers on exhaust systems and supply:systems with airflow>3,000 cti» [ ] { R. Out%ido,air source for ventilation; system capable of reducing OSA to required minimum [ ] I 9. R-5 supply and return air duct insulation in unconditioned spaces { R-8 supply and rntutn.ur duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts arc part of building assembly j - Exception: Ducts loaded within equipment -Exception: Ducts with interior and exterior temperature diflixence not exceeding IS degree F. [ j f 10. ,Ducts sealed-longitudinal seams on rigid duets; transverse seams on all ducts; { UL 181A or 1811:3 tapes and mastim ' -Exception: Continuously welded and locking-type longitudinal joints and u=s on duds operating at static pressurts less than 2 inches w.g. pressure classilicwion j ) 11. Mechanical L;tmers and sealants used to connect ducts and air distribution equipment [ ] { 12. Operation and maintenanc:.c manual provided to building owner ( ] I 13. Balancing dcvicCS pt-OviAed in=ordmirc with BAC 603.15 [ J 14. Stair and elevator shalt vcmtc are equipped with motorized dampers Section 5: Compliance Statement The proposal mechanical design represented.in this document is consistent with the building plans, specifications and other calculotions submittal with this permit application. The proposed mcxhvtical syttcros have bem designed to meet Mai 03 06 02: 21p Glenn Elwell 2083244042 p. 4 the NO W-CC requirements in COMeheck--F,7 Vcrsion 3.0 Rcloasc 2b and to comply with the mandatory requircmcnts in the Roquircmcnta Checklist. _C z t.,. Ptinc-ipal Mechanical Designer-Name Signature Date Apr 17 06 11 : 51a Glenn Elwell 2083244042 p. 2 7077 Pcrmit Number Envelope Compliance Certificate Chocked By/Daie 2003 IECC C OMrheck-F,Z Software Version 3.0 Rclav;c 2b Data filcnw"c: CAProgram l;ilcs\Check\COMelte:ck-F7.\Tionda TF.ock Section 1: Project Information Project Name: MiddlekaufHonda R Designer/Contractor. Ralteus Deign Group E C E' V E C Document Author. Glenn Elwell I'.E. Section 2: General Information CrTyb,z SUlLOINGDEPTLS Building Location (fur weather data): Twin Falls, Idaho Climate Zone: 14a Pleating Dcgrcc Days(ba a 65 degrees F): 6769 Cooling Degree Days(base 65 degrees F): 329 Project Typc: New Construction Window/Wall Rhtio: 0.29 Euildiue Typc Floor Atra Automotive Facility 12062 Section 3:Requirements Checklist Dldg. J Dcpt. Use: Air Lenlmge, Component Certification, and Vapor Rd2rder Requirements ( ] 1 1. All joints and pmetraiions arc caulked, gasketed, weather stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] J 3. Component R-values&.U-factors labeled w certified. ( ] 4. Stair, elevator shall vents, and other dampers integral to the building envelope are equipped I with motorized damperN. [ J 5_ Cargo doors and loading dock door;am weather scaled. ( 1 I 6. Recessed lighting Sxtum are: (i)Type IC wed and sealed or gasketed, or(6)installed inside m appropnaie air-tight assembly with a 0.5 incli clearance kom combustiblc materials and with 3 inncczi cicararim from insulation material. [ ] I 7. Building entrance doors have a vestibule and equipped with closing devices. Exceptions. Building ailramcc;with revolving doors. Doors that open directly from a space less than 3000 sq. 9. in area. Apr 17 06 11 : 51a Glenn Elwell 2083244042 p. 3 Ctlmak-Specific Requirements Gross Area or Cavity Cont. proposed Budget Comnonmt T1a aQw;cri to ion Pcdmctta R_Value R_ValueU-Factor U-Factor Roof 1. Non-Wood Joist/Mcr/Truss /y�St 12062 0.0 35.0 0.028 0.055 Exterior Wall 1: CMU<=8"with Tntcgral Insulation Raring:None 5940 — 0.0 0.350 0.080 Window 1: Mdal rrame with Thermal Break:Double Panc with Low-L Clear, SHGC 0.47 f 110 1630 — — 0.420 0.553 Door 1: Ovatrrad �' 260 — — 0.200 0,128 Door 2: Solid 105 --- — 0.200 0,129 Exterior Wall 2: CMU<-R" with Integral Insulation Furring: None 4616 — 5.0 0.127 0.080 Window 2- metal frame with Thtamal Rm&:Double Panc with Low-F Clear, SHGC 0.47 0.420 0.553 Dour 3: Ovcrhmd i 160 — — 0.200 0.128 Dour 4: Solid 2 t — -- 0,200 0.128 Door 5: Cilasc, Clow, SHOC 0.47 237 — — 0.420 0.553 Floor 1: Slab-On-Ceadc:licatrd,Horizontal 3 $. -41'f — --- Floor 2: Slab-On-Gradc:Unhcated, Horizontal 3 tt. q16 -56 — 10.0 — — (a)Budget U-factors are used fors baseline calculations ONT-Y,and erne not code requirements. 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C:•: i.i.i...::":......................:......... .----.....;;....,v-,.,..;....,..,.....,........,......:.. :...:.. ..:.,...:...,.,... •.:•.:•:::'.:•.•.'.v::�:::. SOD 80 LDO 3Jt[d 4SLZ 9EL of 3 a. .3 I 3 Y10hfl WK ZO 01 gon/ /t --AO- 04-200S 14:50 FROM: TO:12087347841 P.1/5 Enaarr'A' MATERIALS p,�r#,OF F�Vtsion DAYS�tOd6 \wnsEwER21PaOPOS.ALrcQNrmLicTioNW TESTING & AoPo&XS\LBPROPOSALIlTwuu FA LrVADDLENAUF KONOJLWC INSPECTION t]EnvironmerW Services a Geolechnical Engineering ❑Construction Materials Testing a Special Insptcticins TIiM POLLARD PHONF.(20fi)734-0455 S.; ANLEY.ASSOCITATFS,INC. FAX-.(VkR)734-7841 887 Highland.Ave.F.#6 R E C E I V E 'twin Fa .ID 83303-1719 Ae: Test' and Inspection Services for the 4,r 1 2006 Proposed Project: h iddlekauff Honda,Twin FaM,1 ) CITY OF TWIN FALLS BUILDING DEPT. Dear Mr, Pollard, The enclosed cost proposal has been prepared for your review and evaluation, Materials Testing & Inspection, Imp:, (MITI) appreciates the opportunity to submit this estimate to provide materials testing and inspection services on the above referenced project. The estimate is based on our review of plans, Specifications, similar projects and City of Twin Falls regt&emems, The estimate is also based on a presumed construction schedule. If the construction schedule does not follow MTI's estimated production rates and schedule, the quantities and number of trips required will wary. Please review the number of cps and quantities to insure that each item follows your construction schedule/produc6on rates. Variances from our estimate and your schedule/production rates will be billed at the b4cated'unit rates. The result may be a decrease or increase in the total testing and inspection.costs. Scope of services for the project have been outlined below: —14;000'SF Masonry and- The Scope of Services includes; 1) soils testing and inspection,2) concrete testing .attd irtspectiov, 3) masonry testing and inspection, 4) structural 'stee] welding and/or bolting, and 5) asphalt testing and inspection. The scope may be adjusted based on the actual special_inspcction requirements. Costs Will be dUendent on the actual number of tries/time for testin and inspections. A.detailed explanation of testing/inspection items for each phase of construction has been provided below: • Soils — Fill placement monitoring and compaction testing will be performed throughout the project. Geotechaical observations will also be performed during stripping activities and at footing bearing surfaces. • Concrete — This estimate is based on the assumption that structural concrete will be tested at the International Building Code minimum intervals of one set of 4 concrete cylinders for each 150 cubic yards or fraction thereof of each concrete mix placed each day. 1230 North Skyline Drive,Ste.C . Idaho Falls,Idaho 8UO2 (208)5ea-8242 • Fax(208)sz9-6911 l almillOmtkid-00m • www.m5-id.00m POM XXocx Rav 0 . . . . . . . . . . . . . ..... . . . . . . ::::::::::::>::::::: .mcc.=. 4 :: ............ .:...: ::: :.... : : : . . ... ....•.....: .... . ... ... ... . . . ;::... .......c . . : :: .............. .....::.: . ... .. ..... . ....... ... .......... .......... .......__. . j :...:. .................. .. .......... ........... . ............... ....:: : :::. .... . .:.: ... . .. ............................. ... . . . ... . . . . . . .. . .. . . .......:........... ......... . ..:: . ...... . ... ... S00 30 £00 :3'JVid 9SZZ-9£L :OS. 6vc,xazvi6u� .C;tui;vl xe� :ytOdd WV ZO�OT 900Z/ZTl6 ... . . . .. . . . . .... : : : R :: .. ......20� �F :: :::":: : : :.:.:: .:.:.: :::. . . .: : : :::;.::;..:.:..... ... ..... ,. . . .. ... ... ... . . ........ .. ... ... ... .- : ..... . :.- -. ... ... .. . :: : :: : ::: : :::::: :: , . . r> �' ::: - . 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'e, - on l Coa i t-"cc Ga.16latia 1. . .:.::_.. ...:. ,CiC Tot�it ?11rap+r�r gift-:��inn.f*ht" �+z,' c f r,'Ti a`•r t� s t��than n#tx li td jOr tli�l�tjlrtu rt tnl�h ' .. . .... .. ..... ....- .. .: : T fro•fllltt�iU�i alto .c?::.... ......... .. . .... �' .. . . . ...:... . . . . . . .......... .::::::: f4f&..:.. .. .. ... .. -- :.:... :.. .... S00 30 700 BJKd 95ZZ 9EL OS 6ucaaaui6ug S3tuz;u[ xe3 •A H3 ldd ZO.Ot 900Zl4L/h 3Ffi tt?G stcnL r-obi tat must he Cfm . . . Cl€►+]i�t4�Y 211UI11ttifll.€d; . . . . . j: � tl7;se.-u4�i��.�xnarr�t►�'��-�.i�acl.ts, : . . : 3 7: AIRWIlk lightiit siiat i#ti3oitti>it:iit:tit3ilcl:ij .Iai i•than SAW:OAL . • . . . . . t E ' ?2ilf astrcume��T liar fiv�itrh can1ic llii:s. . . ... . . ... t�trti.� ;iririn. c1 yf fight hoit : : : . . . . . .:::: 'Ceti esij wfrt i wc4airs and . . . I: lecti itii tti h�>ratitteiicv.lsalla�t;;L.s��t7.iv;si s bfl ci,s i u cir i2+:c�Y}pith tt: ait l .. . : : ::: . : : : ::: : : : : :::: : -lvn�4tarrplixrterce�t The ptii+x � ti htiii ti i t i a tt d itt:.liis.ctcxuiticrt::5 w:sts► :1: itit.tiiie t:iii2di`it�pipits;sfs r c tioit iti:i► ii . . .:.:..... ti�ii i fie :sitttt i t i t0iith-this pet iit appiicWon, Tile m xosal ii�,trtiti�swot a iu�.s-bcmi de�iq�ri�xi d thir 1)Tni :.'.E►O'?i:: : :: roquiri �r 1t5 n GE? eFg � 4'ea i�ui 3.0.Relcw*2 rid to co t�,ly with 4lit sr�a�tcf esry ui i me t , . �y 13tc T2 mttnots f?e;;k.fsA. : : . : : : rV� . . . . I'v r {: : : : : V. zirA T igliionk:i �a attt 5i t ?u�c tf &� . . . .. l7;it� �, r : .....:. . ... ..... . ........... ......... •- - - - - ---- • 500 30 S00 :soya 95ZZ-9Et :OS 6v?.xeeu?6a� �1?u?;aI xe,I :1iOkf.d 4iX ZO:OL 900Z/ZL 4 4/12/2006 10:02 AM FROM: Fax Infinity Engineering TO: 736-2256 PAGE: 001 OF 005 • Infinity Engineering To: Rick Dunn Fax number: 736-2256 From: Brent Wallin Fax number: N/A Business phone: 732-0458 Home phone: 423-4627 Date &Time: 4/12/2006 10:02:07 AM Pages: 5 Re: Revised Middlekauff Rick, Per our conversation I have corrected errors on the Middlekauff Honda lighting compliance documents. Brent �O 2006 14:50 FROM: T0:12087347841 P.2/5 . - Elonsir^A" PAGC r2 OF 5 MATERIALS %%MTL OM rFMDATF ROPO.'4mmo 6 i� C ��;;c�ve�r�arosxs\cowsraDcr�a ROPOSATESTING V ;:AUV&LS\OB Pw F HON ADOC FAu,SUAipOL6KP11F FiONDA.DOC INSPECTION .0 EAvironmental 5ervicos ❑Geotechnical Enpineodng ❑Construction Materials Testing ❑special lnspeetions • Masonry — "Special bSpection" of masonry is required. Inspection will consist of inspecting cell conditions and reinforcing steel placement prior to grouting and witnessing of grouting activities during placement. Inspections will be performed on a periodic basis. Testing will include compressive strength of masonry units,masonry prisms, grout prisms, and mortar cylinders. Stractural Steel — "Special Inspection" of welded and/or bolted connections is required. Periodic visual welding inspection will be performed on all field welds, Bolted connections will be inspected in accordance with the project specifications. The first trips should be performed at the start-up of welding or bolting operations to check certifications or bolt calibrations and review procedures with on-site welders / steel workers. Intermediate trips should be performed to inspect welds or bolts that are to be covered prior to the final inspection. The final inspection should be performed at the completion of welding and/or bolting,but prior to departure of the steel crew,to inspect the finished product. + Asphalt—Monitoring of placement and density testing will be performed, Asphalt cores will, be taken to verify thickness and density of asphalt and to perform nuclear gauge correlation. • ENS This service is not included in this estimate,but upon request can be added. It. i5 MTI's intention that our services will complement your,efforts towards maintaining the highest standards of quality. Please let us know if you require additional.i.aformation. We thank you for considering our firm and loo:L-forward to working with you on-this project. ktespectfully Submitted, Materials Testing&Inspoction,Inc. Z-- Charles Garrison Jeremy Presley 8stimator Director of Marketing Jr 1230 North Skyline Drive;Ste.C • Idaho Falls,Idaho 82402 (208)529-9242 Fax(208)52M911 l� eimtiamti-id.COn9 • vd w•mft4d.O= Fort" )OD= F.. D 2083241192 10.05 28 am 04-10-2006 213 Page I of 1 Barrett Cra i. 0 to "�7 U C ETV EQ From: <rmorrow@ehminc.com> To: "Barrett Craig"<balteus@earth link,net> APR 10 2005 Sent: Wednesday,April 05,2006 2:29 PM Subject: Re:Building Department Structural Questions on Honda. CITY OF TWIN FALLS Barrett BUILUNG DEPT. \ I went through the foundation design to see what would change to go to 1500 psf soil bearing. Doing so should satisfy the City without having to do a foundation investigation. The following would be the required changes: Interior wail footing between the Display-Showroom and the Service Bays-Office Area would increase to 2'-6" wide(from 74'wide). Depth at 12"is still ok and no additional reinforcing would be required. Interior wall footing between the Office Area and Parts would increase to 2'-G"wide(from 2'-0"wide). Depth at 12"is still ok and no additional reinforcing would be required. a, Pad footing for isolated column under floor beam for mezzanine would increase to 4'-0"square(from T-6" square). Depth at 12"is still ok and reinforcing at(4)#5 each way would also still be ok. Pad footings for columns at front wall,monolithic with strip footing,would increase to 4'-0"square(from 2'-15" square). Depth at 12"is still ok. Reinforcing would increase to(4)#5 each way from(3)#5 each way. These footings will have to be changed even if we keep the soil bearing at 2000 psf as 1 did not include the weight(dead and snow)of the wavy canopy in the column load when t originally sized them. Thererfore the additional concrete and reinforcing to change from 2000 psf to 1500 psf is less than the increase listed here. I have marked the changes on a copy of your foundation plan,and attached a_pdf file of the marked-up drawing. The amount of and cost for the additional concrete(5 yards by my, count)is pretty small consider';ng that a foundation investigation would cost at least$1800. There is no additional forming required,so the wst for the conrete should be just the material cost,not the full per yard installed cost the contractor quoted. Also since,as you noted,they would have to interrupt the work between existing building demolition and new building construction to do the testing,the value of the time that may be lost from the schedule should be considered as well. Rick 4/6/2006 f3 2083241192 10 05,51 a m 04-10-2006 313 Special Inspections for Middlekauff Honda Concrete: Inspection of reinforcing steel and placement. Concrete sampling and testing per ASTM C172 and ASTM C31 including slump, air content,and temperature tests. Inspection of installation of drilled-in adhesive anchors. Masonry: Level I special inspection per IBC Table 1704.5.1. Structural Steel: Deck welds on roof Field welding High strength bolting(bearing connections—turn-of-nut method). Rick Morrow,P.E. F.HM Engineers DATE: FEB 06. PROJECT III: 0502 PANEL "A" USED FOR i IECHANICAL 51'STEl le PANEL 115" USED FOR OUTLETS AND GENERAL LIGHTING DRAWN BY: B-CRAIG CHECKED: B-CRAIG PANEL 'A' - 200 AMP VOLTAGE - 208/120V LUGS: 200 AMP MLO PANEL 'A' - 200 AMP VOLTAGE - 208/120V LUGS: 200 AMP MLO REVISIONS: CIRCUIT DESCRIPTION AMPS POLES A PHASE B PHASE IC,PHASE I G PHASE B PHASE A PHASE POLES AMPS DESCRIPTION CIRCUIT CIRCUIT DESCRIPTION AMPS POLES A PHASE B PHASE G PHASE G PHASE B PHASE A PHASE POLES AMPS DESCRIPTION CIRCUIT ._ I TIME CLOCK POWER 20 I 500 1060 1 20 UTILITY ROOM OUTLETS 2 1 SOUTH WALL OUTLET5 20 1 1600 1000 1 20 EAST OFFICE 150LATED 0 2 3 OHGD 1,2,3 20 I 1,500 1600 1I 20 EAST WALL GARAGE 4 3 {"JEST WALL OUTLETS 20 1 600 800 1 20 EAST OFFICE ISOLATED 0 4 5 AIR COMPRESSOR 20 2 [boo 18o0 1 20 WEST&ARA6E OUTLETS 6 5 NORTH WALL OUTLETS 20 1 600 q36 1 20 LOBBY 150LATED O 6 1 AIR COMPRESSOR 1800 O 1 20 SPARE 8 1 VEHICLE EXHAIST SY5TEM 20 1 1600 450 1 20 LOBBY ISOLATED O 8 q SPACE 20. 1 O O 1 20 SPARE 10 q NORTH WALL OUTLETS 20 1 1000 1664 1 20 GARAGE ISOLATED O 10 I I SPACE 20 1 O 1O 1 20 1 SPARE 12 II OFFICE OUTLETS 20 I 1 1000 1000 1 20 OFFICE 150LATED O 12 02006 BY BALTEUS DESIGN K23 RTU-I 60 2 5500 O 1 20 SPARE 14 13 SPARE 20 1 O q00 1 20 NIGHT AND EMER&.LIGHTS 14 GROUP,(BA E DR SKIVER CRAIG)THESE DRAWINGS RTU-1 3800 O 1 20 SPARE 16 IS OFFICE AREA OUTLETS 20 1 1800 600 1 20 OFFICE ISOLATED O 16 ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT SPARE 20 1 O 0 1 20 SPARE 18 11 FRONT LOBBY OUTLET5 20 1 1200 2400 2 30 LIGHTING 18 BE REPRODUCED. IIIBASE BOARD HEATER 20 1 1500 0 1 20 SPARE 20 Iq CENTER WALL OUTLETS 20 1 1200 2400 20 CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY RN-2 40 2 5800 O 1 20 SPARE 22 21 REFRI6ERATOR 20 1 1000 Ib00 2 30 LIGHTING 22 ARCHITECT OF ANY VARIATIONS. RTU-2 3800 0 1 20 SPARE 24 23 BREAK ROOM OUTLETS 20 1 1600 1500 " 2`} WRITTEN DIMENSIONS HAVE RTU-3 40 2 3800 O 1 1 20 SPARE 26 25 E.AREA OUTLETS 20 1 1000 1300 1 20 LI6HTIN6 26 PRECEDENCE OVER SCALED DIMENSIONS. 2-1 RTU-3 3500 1 O 1 1 20 SPARE 28 21 RE5TROOMS 20 1 1400 2200 2 30 LIGHTING 28 2q RTU-4 40 2 3bo0 O I 20 SPARE 30 2q SOUTH OUTLETS 20 1 1200 2200 30 31 RTU-4 3800 O 1 20 SPARE 32 31 LOBBY OUTLETS 20 1 1000 1500 1 20 LIGHTING 32 0- M N 33 WATER HEATER 40 2 5000 0 1 20 SPARE 34 33 SOUTH OUTLETS 20 1 boo 1210 1 20 LIGHTING 34 oh 35 WATER HEATER 5000 O 1 20 SPARE 3b 35 CENTER OUTLETS 20 1 boo 1400 1 20 LIGHTING 36 Q GJ d s} - 5-1 RN-5 40 2 5800 O 1 20 SPARE 3b 3-1 UPSTAIRS OUTLET 20 1 200 1140 1 20 LIGHTING 38 V v M 3q RTU-5 3800 O 1 20 SPARE 40 3q NORMAL GANG OUTLETS 20 I Iwo g00 1 20 LIGHTING 40 V �fQ m N N 41 SPARE 40 2 O O I 20 SPARE 42 41 NORMAL GANG OUTLETS 20 I IBOO 400 I 20 LIGHTING 42 of L In L 5UBTOTALS Igb00 16500 14400 1600 I600 I060 5UBTOTALS 6800 8200 6400 10136 gIT4 g2gO �1 TOTALS 51T00 4460 TOTALS 25400 25600 Y It: kW 56,I60 TOTAL kW 54,000 N TOTAL AMPS 150 TOTAL AMPS 150j ao PANEL 11C" USED FOR AUTOi„IATIC e`'STEMe AND 6HOF LIGHTING PHOTOCELL PARAPET WALL(IF APPLIGABLFJ 7 PROVIDE SELF-RE6ULATIN5 HEAT GABLE, \ ON Q PANEL 'A' - 200 AMP VOLTAGE - 208/120v LUGS: 200 AMP MLO CONTACTOR5 RTAS CONTROLLER CONTROL AND MOUNTING PLATE.AND MP-1 X SRL (AS MANY A9 N ZW) _____ __ SERIES WITH RTA5 CONTROLLER H AND MP-1 LE .. 1 CIRCUIT DESCRIPTION AMPS POLES A PHASE B PHASE G PHASE G PHASE B PHASE A PHASE POLE5 AMPS DESCRIPTION CIRCUIT _ —� PLATE.RUN APPROX.II'-0"OF HEATING GABLE IN I PARKIN6 LOT LIGHTING 30 2 1600 IT00 2 20 VEHICLE LIFT 2 TG-I TO LIGHTING C STAR PATTERN(PLUS LENGTH FROM CONTROLLER TO START OF STAR PATTERN) , 3 " 1500 1100 4 AROUND ROOF DRAIN AND EXTEND INSIDE OF 5 SI6NA6E#1 20 1 1800 1100 2 20 VEHICLE LIFT b ^ ROOF DRAIN TO 4'-0"BEYOND ROOF DRAIN. 1 SI&NA6E#2 20 1 800 1100 g I TO L16HTIN6 sox MOUNT J-BOX AT+18'ABOVE ROOF ON PARAPET u WALL ALONG WITH CONTROLLER IF NO PARAPET, 9 516NAGE#3 20 1 I boo 1100 2 20 VEHICLE LIFT 10 STEM MOUNT AT rib'ABOVE ROOF WITH A I 516NA6E 4 20 I 1800 1100 " 12 TO LIGHTING ROOF CLIPS`SET CONTROLLER MT'D BELOW 4WX ON CONDUIT p PHOTO G IN MASTIC hYPIGAU STF-1'I• 13 SUMP PUMP 20 I 1000 ITOO 2 20 VEHICLE LIFT 14 15 BUILDING EXT.LIGHTING 20 1 1150 1100 I6 CONTACTORS 11 PARKIN6 LOT LIGHTING 30 2 24100 1100 2 20 VEHICLE LIFT 18 (AS MAW A5ram) Iq 2-100 1100 20 \. I O{P� TG-2 TO LIGHTING 21 PARKIN6 LOT LI6HTIN6 30 2 2400 1100 2 20 VEHICLE LIFT 22 23 2400 1100 24 25 SPARE 20 1 O 1100 2 20 VEHICLE LIFT 2b TO LIGHTIN6 M44 04 21 SPARE 20 1 O MOO " 28 0 4- 2q SHOP AREA LIGHTING 20 1 2200 O 1 20 SPARE 30 TO LIGHTING a. T 31 SHOP AREA LIGHTING 20 1 2200 O 1 20 SPARE 32 N 33 SHOP AREA LIGHTING 20 1 1600 O 1 20 SPARE 34 35 SHOP AREA LIGHTING 20 1 1600 0 1 20 SPARE 36 PHOTO TO LIGHTING r Q 31 SPARE 20 1 0 0 1 20 SPARE 38 1 Q 3q SPARE 20 1 O O I 20 SPARE 40 (AS CONTACTORS AS TME=) I 41 SPARE 20 I O o 1 I 1 20 ISPARE 42 .. _ G TG-3 TO LIGHTING = SUBTOTALS g500 1650 13200 bboo bsoo 6500 ROOF DRAIN HEAT TAPE DETAIL 3 a TOTALS $2550 25500 TO LIGHTING Z TOTAL kW 56BBO NOT TO SCALE Q TOTAL AMPS 156 TO LIGHTING S TWO HOUR OVERRIDE PER ENERGY CODE Q a Z 4 PARKING LOT LIGHTING TIMEGLOGK#1(IR0)ITG-I,3G-11)q LIGHTING CONTROL DIAGRAM ELECTRICAL PANELSCHEDULEs AND 0-21,23 Nor TO SCALE 51GNAGE#1 TIME GLOGK#2 CIRCUIT G-5 A 516NAGE#2 TIME GLOGK#2 GIRGUIT 6-1 51GNAGE#3 TIME GLOGK#2 CIRCUIT C-q 516NA6E#4 TIME CLOCK#2 CIRCUIT G-II INTERIOR L16HTING CONTROL TIME GLOGK#3 CIRCUIT A5 INDIGATED cN L STATE OF IDAHO TIME GLOGK CONNECTED TO CIRCUIT A-I ��ylsr� 9716 SHEET# OF`SFr n E3 �Nr wV° E3-PANELSCH } DATE: FEB 06 PROJECT#: 0502 PANEL "A" USED FOR MECHANICAL 5Y5TEMS PANEL "B" USED FOR OUTLETS AND GENERAL LIGHTING; DRAWN BY: B-CRAIG CHECKED: B-CRAIG PANEL 'A' - 200 AMP VOLTAGE - 208/120Y LUGS: 200 AMP MLO PANEL 'A' - 200 AMP VOLTAGE - 208/120V LU36: 200 AMP MLO REVISIONS: CIRCUIT DESCRIPTION AMPS POLES A PHASE B PHASE G PHASE G PHASE B PHASE A PHASE POLE`5 AMPS DESCRIPTION GIRGUIT CIRCUIT DESCRIPTION AMPS POLES A PHASE B PHASE G PHASE G PHASE B PHASE A PHASE POLE5 AMPS DESCRIPTION CIRCUIT I TIME CLOCK POWER 20 1 300 1060 1 20 UTILITY ROOM OUTLETS 2 1 SOUTH WALL OUTLETS 20 1 1600 1000 1 20 EAST OFFICE 150LATED O 2 3 OHISD 1" 20 1 1800 1600 1 20 EAST WALL GARA6E 4 3 NEST WALL OUTLETS 20 1 600 800 1 20 EAST OFFICE 150LA7ED O 4 5 AIR C.OMPRE550R 20 2 1500 boo 1 20 P-E5T GARAGE OUTLETS 6 5 NORTH WALL OUTLET5 20 1 600 q36 1 20 LOBBY ISOLATED 0 6 -f AIR COMPRESSOR 1800 0 1 20 SPARE H -I VEHICLE EXHAUST SYSTEM 20 1 1500 450 1 20 LOBBY ISOLATED 0 8 q SPACE 20 1 O O 1 20 SPARE 10 q (NORTH WALL OUTLETS 20 1 1000 1664 1 20 6ARA6E ISOLATED O 10 11 SPACE 20 I 1 o 1 O 1 20 SPARE 12 II OFFICE OUTLET5 20 1 1000 1000 I 1 20 OFFICE 150LATE P O 12 ®20D6 BY BALTEUS DESIGN 13 RTU-1 60 2 3800 O 1 20 SPARE 14 13 SPARE 20 1 0 g00 1 20 1 NIGHT AND EMER6.LI&HT5 14 GROUP,TT((BARRETT SKIVER 15 RTU-I 3800 O 1 20 SPARE 16 15 OFFICE AREA OUTLETS 20 1 1800 600 1 20 OFFICE ISOLATED O 16 ARE ITHE P OPERTY OIF THE ARCHITECT AND MAY NOT 1-7 SPARE20 1 o O 1 20 SPARE 16 1-7 FRONT LOBBY OUTLETS 20 1 1200 2400 2 30 LIGHTING IS BE REPRODUCED. ICI BASE BOARD HEATER 20 1 1500 0 1 20 SPARE 20 Iq CENTER WALL OLTLET5 20 1 1200 2400 20 CONTRACTOR TO VERIFY 21 RTU-2 40 2 3800 O 1 20 SPARE 22 21 REFRIGERATOR 20 1 1000 I800 2 30 LIGHTING 22 DIMENSIONS OF AND NOTIFY 23 RTU-2 1 3600 0 1 20 SPARE 24 23 BREAK ROOM OUTLETS 20 1 1600 (Boo VARIATIONS. 24 WRITTEN DIMENSIONS HAVE 25 RTU-5 40 2 3800 0 1 20 SPARE 26 25 E.AREA OUTLETS 20 1 1000 1300 1 1 20 LIGHTING 26 PRECEDENCE OVER SCALED 2"1 RTU-3 5800 0 1 20 SPARE 28 21 RESTROOM5 20 1 1400 2200 2 30 LIGHTING 28 DIMENSIONS. 2q RTU-4 40 2 5800 O 1 20 5PARE 30 2q SOUTH OUTLETS 20 1 1200 2200 30 00 31 RTU-4 38 0 1 20 SPARE 32 3I LOBBY OUTLETS 20 1 1000 1500 1 20 LIGHTING 32 33 WATER HEATER 40 2 5000 O 1 20 SPARE 34 33 SOUTH OUTLETS 20 1 600 1210 1 20 LIGHTING 34 35 WATER HEATER 5000 p 1 20 SPARE 36 35 (,ENTER OUTLETS 20 1 80O 1400 1 20 LIGHTING 36 0 Q GJ ej 51 RfU-5 40 2 3800 O 1 20 SPARE 38 Bl OUTLET 20 1 200 1-140 1 20 LIGHTING 38 V , � t MRTU-5 3800 O I 20 SPARE 40 3qJUPSTAIR.5 WORMAL GANG OUTLETS 20 I 1800 q00 1 20 LIGHTING 40 z aQ a0 C7 L- m N N 41 SPARE 40 2 O O I 20 SPARE 42 41 NORMAL GANS OUTLETS 20 I 1500 400 1 20 LIGHTING 42 rL 5UBTOTALS V 6 18800 18500 14400 1800. 1600 1060 SUBTOTALS 1 6800 8200 8400 10136 g114 9290 L. TOTAL5 51100 4460 TOTALS 25400 28600 > TOTAL k,4 56,160 TOTAL kW 54,000 N TOTAL AMPS 150 TOTAL AMPS I50 0 I' PANEL "C" USED FOR AUTOMATIC SYSTEMS AND 5{40i= Ll&-ITING PHOTOCELL PARAPET WALL(IF AFPLICASLE-J W i PROVIDE SELF-REGULATING HEAT GABLE, 0 Q J PANEL 'A' 200 AMP VOLTAGES - 206/120v LUGS. 200 AMP MLO -AS ONTRO CONTROL AND MOUNTING PLATE.GHROMALOX SRL ^ec G NTAGroRs I SERIES WITH RTAS CONTROLLER AND MP-I MT6 (AS MANY AS NXDED) ----L ^ CIRCUIT DESCRIPTION AMPS POLES A F�IA5E B PHASE G PHASE G PHASE B PHASE A PHASE POLES AMPS DESCRIPTION GIRGUIT PLATE.RIM APPROX.II'-0"OF HEATING GABLE M I PARKING LOT L16HTING 30 2 1600 1100 2 20 VEHICLE LIFT 2 Tr--I TO LIGHTING A STAR PATTERN!PLUS LENGTH FROM CONTROLLER TO START OF STAR PATTERN) 3 1800 1100 4 AROUND ROOF DRAIN AND EXTEND INSIDE OF 5 516NA6E s<I 20 I 1800 (TOO 2 20 VEHICLE LIFT 6 ROOF DRAIN TO 4'-O'BEYOND ROOF DRAIN, 'f SI&NA6E•2 20 1800 1100 8 TO LIGHTING U 13ox Roof MOU•IT J-BOX AT+18'ABOVE ROOF ON PARAPET WALL ALONG WITH CONTROLLER,IF NO PARAPET, q 515NAGE#5 20 1 1600 1'100 2 20 VEHICLE LIFT 10 STEM MOUNT AT+18'ABOVE ROOF WITH II 516NA&E 04 20 I 1 1 I800 1100 " 12 TO LIGHTING ROOF CLIPS SET CONTROLLER MTV BELOW J-BOX ON CONDUIT F25 SUMP PUMP 20 I 1000 1100 2 20 VEHIGLE LIFT 14 PHOTO GEL IN MASTIC(TYPIGAU STEM. BUILDING EXT,LIGHTING 20 1 Ig50 moo 16 CONTACTORS tm PARKING LOT LIGHTING 30 2 2goo 1100 2 20 VEHICLE LIFT 18 06 MAW AS�) 2g00 1100 20 TO-2 TO LIGHTING V``= PARKING LOT LIGHTING 30 2 2-100 1100 2 20 VEHICLE LIFT 22 ' 21100 1100 24 SPARE 20 O 1100 2 20 VEHICLE LIFT 26 TO LIGHTING Mao CK 21 SPARE 20 I O 1100 28 _ 2q SHOP AREA LIGHTING 20 I 2200 O 1 20 SPARE 30 TO LIGHTING 31 SHOP AREA LIGHTINS 20 I 2200 O I 20 SPARE 32 33 SHOP AREA LIGHTING 20 1 1600 O 1 20 SPARE 34 p� 35 SHOP AREA LIGHTING 20 1 1600 0 1 20 SPARE 36 PHOTO GEL TO LIGHTING - 3l SPARE 20 1 0 0 1 20 SPARE 38 ------ — W 3q SPARE 20 1 1 O O I 20 SPARE 40 CONTACTORS 1 ^\ O 015 MW AS WWW) I O \6/ 41 SPARE 20 I 1 O 1 0 1 20 SPARE 42 0 TG-5 TO LIGHTING Q i SUBTOTALS g500 g850 13200 1 1 6500 8500 8500 TOTALS 32550 23800 TO uGHr1N6 ROOF DRAIN NEAT TAPE DETAIL LL z 56,350 NOT TO 5OALE z TOTAL kW Q TOTAL AMPS 156 TO LIGHTING � vi TWO HOUR OVERRIDE PER ENERGY CODE G Z Q PARKING LOT LI6HTIN6 II��JJ TIME CLOCK#I GIRGUIT C-I,3 G-IIJq L IGx 4TING CONTROL DIAGRAM IELECTRJICAL PANEL SCHEDULES AND G-21,23 NOT i0 SCALE 516NA6E#1 " TIME GLOGK#2 GIRGUIT G-5 516NA6E#2 a TIME CLOCK#2 GIRGUIT G-1 ARCHITECT 516NA&E#3 TIME CLOCK#2 GIRGUIT C-q • 516NA6E#4 TIME GLOGK#2 GIRGUIT G-11 INTERIOR L16HTIN6 CONTROL TIME CLOCK#3 CIRCUIT A5 INDICATED STATE OF IDAHO TIME CLOCK CONNECTED TO GG IRUIT A-I 9716 SHEET# Wad E3 E3-PANELSCH y � j _TC-I _ DATE: MAR 06 TO-Z ___ ____- 0502 D-40 C-q -J-�� -'�_�.__ _ PROJECT#: O � B-40 DRAWN BY: B-CRAIG CHECKED: B-CRAIG 5-40\ �-�D-14 5-14 r ' cm REVISIONS: 14 0 -4p, -� I C_Z8 1 j j `-33� l 1 j RTU TC.4 /B 5-14 C2006 BY BALTEUS DESIGN ...:... :. ,. (A o �R o ra .:...,: ' / GROUP,(IAR ES,RETi SKIVER I q q\ :' �". : ` G::::.;'.'v.•..:r.e ,,:G ' ARE ITHEP OPERT TH �Y OF THE 5-14 ARCHITECT AND MAY NOT BE REPRODUCED. ,.:.... CONT I I \ I 15-34 I} .::,;: '. .'-:."•..;., ..,,'.. G`' - e' i D MENSIONSOAND NOTIFY I 1 L RlU r I . .T ,..: •'Bt3b'• �..�-... °,�..,. `. ®-36 ARCyHITCNOF ANY S. WRITTEN DIMENSIONS HAVE 53 PRECEDENCE OVER SCALED �A �A NL I A ` ""-'yam•; DIMENSIONS. 15-14 TA, EV 5- Z E�- OIL Q a.f \ 0 JA 8-14 O L No N �[q/ JA 8-14 --_� B-14 \ TC-2 C_Z Tc B-Zb B-I8 !TOUR IMT6210R n1-aeewele ovaxwoe swlrcH �.� N Q F- TC-1 B-22,24 -182m\ B_14 �•----�� H �qA M �- —1-Eol L14 I- TC-2 ®®®A / 1 cm Z O R 1 \ \� \_ �� 2ND LEVEL ELECTRICAL LIGHTING Z o x N _ O I L "I I B--sa24 \ L 1 I I I SCALE: 1/5' 1 TC.4 \ ' I B_26 I I NO TC____,I / TC22 / B-2224 5- 6 11 I � TC-I I i 1 8-14 / II 1ST LEVEL ELECTRICAL LIC �4TINC-� TC ;.:g. ' :`:: _--- r 5-2b3m ;'0� _ 0 yam. SCALE: 1/6' F-0' Tc-1/ y 5-za,3m c. S ELECTRICAL LIG;HTING� SYMBOLS HOLOPHANE RPR5L400MHTPDE31-5M5400/C/6U PRISMALUhE METAL HALIDE GLA55 n' REFLEGTOR FIXTURE- 5TEM MOUNT WITH 130TTOM OF FIXTURE IN PLANE OF BOTTOM OF �'r� INDY#ST-W EIGHT-FOOT MITE TRACK INCLUDING END FITTING5,FEE05 AND COUPLINGS W = J015T W/M5400/G/BU LAMPS Q o HOLOPHANE#EN400MHXXP8W-5M5400/G/13U SIMILAR TO ABOVE EXCEPT FOR DAMP W/ } N W 95 0OT/ 0 NHITE OPEN BAGK TRACK FIXTURE WITH LOUVER5 NU 90PAR/GAP/5P LAMPS 3 O M5400/G/BIl LAMPS INDY#5 `�(I z Q INDY#24MP-5A TNELVE-INCH DIAMETER DOWNLIGHT W/CLEAR ALZAK GONE �� INDY#500TW SAME AS ABOVE EXCEPT WITHOUT LOUVERS AND U5145 FLOOD LAMP 40PAR/0AP/FL C N �I NU 400-ED31-MH LAMP5 C r� r, ce INDY#6M21SA/AR EIGHT-INCH DIAMETER 32-MATT COMPAGT FLUORESCENT DOWNLIGHT m 515TEMALUX#3124 H MODEM LARGE PAR HORIZONTAL FOUR W/4 X PAR-30'15W LAMP5 a • NU M250/GN LAMPS m a z Q CEILING; KEY u INDY#215-%-2235-15A-556 2'X 2'DECPGFH PARA13OLIG LOUVER RECESSED 3-5IAX LBL#H5245 NU DOME-51 COAX,4.125X 5.15,BU,IB,5G,MPT.PV GY6.35 BULB5 ELECTRICAL LIGHTING LAMP FLLURE56ENT FIXTURE NV 3-Ff40EV835/R5 LAMP% EXPOSED PAINTED STRUCTURE INDY#52-G-34OA-T855B THREE-LAMP 2'X 4'AGRYLIG LEK5 FLUORESCENT REGE55ED EMERGENCY LIGHTS w BATTERY BACKUP FULL HEIGHT EEJ W/3+032/835 LAMP5 LR2 INDY#1304-8- -ALL MO EIGHT FOOT SURFACE MOUNT WRAPAROUND ACRYLIC LENS LIGHTED EXIT 51GN5 PU BATTERY BACKUP � fLU0RE5GENT-WALL MOUNT AT 8'-0'A.F.F.W/4 f032/835 LAMPS PAINTED GYPBD SEE SHEET"19 FOR HEIGHTS �4 INDY#EI-240-T855B FOUR-FOOT TWO-LAMP OGTRON INDU5TRIAL FIXTURE W/2-F032/835 LAMP5 i ... L_y� INDY#EI-240 8-T855B SAME A5 ABOVE EXCEPT EIGHT-FOOT LONG PU 4-FO32/b35 LAMPS SUSPENDED CEILING STATE OF IDAHO SEE SHEET OIS FOR HEIGHTS SHEET# ALL ELECTRICAL TO BE IN AGGORDANGE WITH THE 2005 N.E.G.AND ANY STATE 6 LOGAL GODE5. e- OF E2 L o6 E2-LIGHT ®r DATE; MAR 06 SERVICE METER AND PROVIDE POWER FOR LOW TEMP PROJECT#: __0502 015TRI5UTION PANELS VEHICLE EXHAUST SYSTEM BASEBOARD ELECTRICAL D I STR 1 BUT I ON SYMBOLS DRAWN BY: B-CRAIG CHECKED: B-CRAIG DUPLEX REGEPTIGAL OUTLET(110/12OV) REVISIONS: 46 B-1 �' - /- o DUPLEX RECEPTACLE OUTLET(SPLIT-WIRED) (110/120V) ` rt SINGLE RECEPTACLE OUTLET(220/24OV) 1i \ ` , DUPLEX REGEPTAGAL OUTLET(I10/120V) GROUND FAULT CIRCUIT INTERRUPTER A-6 0 A-2a91 PROVIDE POWER FOR �'` f3 A-2 ✓ ROOF OUTLET FOR a DUPLEX REGEPTIGAL OUTLET(110/12OV) a 42"A.F.F.AND ®ypDb BY BALTEUS DESIGN MAINTENANGE(TYPICAL) DUPLEX REGEPTIGAL OUTLET(I101120V) WEATHER PROOF(GFCI) GROUP(BARRETT SKIVER \` A-5,1 22� I` , CRAIG)THESE DRAWINGS ® QUADRUPLE:X RECEPTACLE OUTLET(110/120V) ARE THE PROPERTY OF THE i RTU \, \ I I -1 - / x ARCHITECT AND MAY NOT R�L�- - BE REPRODUCED. L A-3 B-n _ J /� ° SINGLE REGEPTAGLE OUTLET(OHGD OPERATOR) (110/120V) CONTRACTOR TO VERIFY ® ' ® ® O - `_ DIMENSIONS AND NOTIFY 1 ® FLOOR MOUNT DUPLEX REGEPTIGAL OUTLET(110/120V) ARCHITECT OF ANY VARIA770N5. Q '6O I 1 TELEPHONE/DATA OUTLET ((2)GAT-5 GABLES HOME RUt V WRITTEN DIMENSIONS HAVE `I f PRECEDENCE OVER SCALED A-13,I5 �---� i l` � B-I � � � DIMENSIONS. 1 I e \ GABLE TELEVISION OUTLET((?5 OHM RG6)(2)GABLES HOME RUN) �� Qs SPEAKER LOCATION a / El NIL, ` F o a 4 RTJ 6L1 SPEAKER VOLUME CONTROL Q L I. 5-16 Aa3,33 Q I B.,i1 m N. THERMOSTAT V ba B 31 \ I 5-10 ELECTRICAL PANEL(RECESSED) Cz7 [p gn N N ��. LE HOME' � ELECTRICAL PANEL(SURFACE) Q V ® A 4 B-10 BB-44I �t / A-37,3a B-� ELEGTRICAL METER AND DISCONNECT Ln > a B-1 I 5-31 COAX HOME -. - NY J «ae ab Q \` / a DISCONNECT L N Q + co 5-25�\ ® SPECIAL OUTLET(WATER HEATERS) M 8-211�\ BB-127 ` -- -�' e-6 ❑.1 JUNGTION B co = 0 \ e�s1 - [ ---IN FLOOR IN FLOOR /-\ WIRING m 0 O _ A-alas_ I -' A-3 \ MULTIPLE DATA/COMMUNIGATION/PONER OUTLET. (1)DUPLEX OUTLET(STD), \ \ r`� (1) DUPLEX OUTLET(ISOLATED GIRGUIT),(4)GAT 5 GABLES HOME RUN(IN R U �`- __.. B3 �- \, COND)IT) TO COMMUNIGATIONS/NETWORK BOARD AS INDICATED. \ a RIN FLOOR — -- N ALL ELECTRICAL TO BE IN ACCORDANCE WITH THE 2005 N.E.C. AND ANY 5TATE / e 31 B 39 4 LOCAL CODE5. j i::!�:N FLOOR B-6 5-41 -- A 25,21 8-33—- r-—' ---TT—'- B-33~ B-8 -- - L 1 1 IN LOOP --- 60/2 UNSVSED B_37 1.�B-12 IN FLOOR DISLONHFLT -� Y 8-33 - B-6 B-e t PARTS r \ B a1 �0-35 B-e BELOW CUTLET� RVAC EI SEE MI AND M2 FOR LOCATION i_ - 0 L� O A-21,]3 bon UNIFIED DISCONNECT W 8-37 h � i7 15t LEVEL ELECTRICAL DISTR15UTI0N PLAN o 0 Cow SCALE: I/8' = 1'-m' :-.. Z O a y o AG 705EE MI AND M2 FOR LOCATION &$1 _ ? A-25X 60o AMP MAIN PANEL(W CT METERING t UNFINISHED •�1,,,1 LL bon afuEm 8-37 A5 REOIIIFM 13Y LOCAL UTILITY SPACE z •— z vISCOMECr -\ COMPANYSURFACE NEMA E MOM,22000 E AIC Q N t uj OUTLET BIIENCE � 0 O WAG 83 PAN PANEL PANEL a Z Q SM MI NO M2 FOR LOCATION 225 A 225 A 225 A 225 AMP 225 AM' Z.2,AMP - ------ ..�_._ ---•d -----* GTME R50CKETPER 3P 3P 3P 3P 12O/2P 122/208 20/208 A-2931 UTILITY f ffIREMENT5 l 60/2 L*US (CNEGK LOCAL CODES) �KT W / � 30 30 30 ELECTRICAL DISTRIviscBUTION 8-37 rrr,E BRKR BRKR �tK I 2nD LEVEL ELECTRICAL DISTRIBUTION FLAN o LICENSED II3N0E N12/o AWG Gu SCALE: 1/8' - 1'-0' Z ARCHITECT I AR-2780 HVAC>wT 5EE MI AND M2 FOR LOCATION TO GROUND cl WFUSED Dl5cl2mT B-37 (6))350 MGM GIl 5ERVIGE ENTRANCE GABLES IN(2)4"CONDUIT R15ER5(RG5) EAIREIT SKIVER CLMG FROM UTILITY (3) '/0 AWG CU AND(I)a2 ANY GROINID IN A 2"GONIDUIT. POWER SOURCE NOTE: STATE OF IDAHO CaniErONVENIENCE PAN OR COMBINATION OF PANS WITH D E TA I L• ELECTRICAL SUPPLY PANELS RVAc 5 ONE 600 MAIN D15GONNNECT AND THREE BRAKERS E NT5 ELEGTRIGAL CONTRACTOR SHALL BE RESPONSIBLE FOR IN5TALLIN5 ALL ELEGTRICAL PER THE NEC,CODE. SHEET# S E MI AV Mz FOR LOCATION oR NEC CODE GOM%1ANT E6d1IVALaNr. MMEN D15CREPANGIE5 AR15E THE CODE SHALL BE USED FOR BIDDING AND GON5TRUGTION PURPOSES. '�a` E 1 M wn� abCob Et-DIST DATE: MAR 06 PROJECT#: 0502 DRAWN BY: B�CRAIG TO MECHANICAL CHECKED: B-CRAIG ROOM REVISIONS: (-c-�- __ ___ --- D c =_ = I _ -- N:- � �r — _- - - -_ - - _- � - - 02006 BY BALTEEIS DESIGN CRAIG)7�BARRETTSKIVERHESE DRASAMHE - - - - � - _ _ - - - � I I I -'#. �.. __ I r - - - - .- - - - - - - - - - - - - - � AREHITECT THE ND MA F OT_ _ _ _ _ _ _ _ _ _ ARCHITECT AND MAY NOT— - - - - - - - - ___ ___ _ - - - - - — � TOOL5TOR/ -- I I I I C- - - - - - - -- - - - - - - - - - - - - - J BE REPRODUCED. _ _ _ CONTRACTOR TO VERIFY X" DIMENSIONS AND NOTIFY IIII - _ - - - - --- -� r- -- - - - - - - - MECH.ROOM — I I I ( ARCHITECT OF ANY L _ — — — — — I mil— 0] v J I 1 PRECEDENCE OVER SCALED WRITTEN DIMENSIONS HAVE ol _ --�_J I — — — — —_— — DIMENSIONS. _- -_- - - -_ - - -� - - - - -_-_- - - J C) �y JJJJ - - - - - - - - - - - - - - - - - -YR _= _ _ — — rr J=�J—�J�- —_ —_ _- -_ —_ —_ —_ �J_ I I _�G_ _ —_ _—_ —_— J I III _ -- �— - - - - - - - - - -J 1- - - - - - - - - - J_j 11,ll BOILERS v 3 �_ ZT bA 00 _ I V [Q N aV I - -_- - -_-__- � err- -==____ - J - -- r- jl -c _ - rr� ) III �- - - - - - - - - - -� - - - - - - - - - - - - - I -----I----- ------ - --- -� - - - - - - - - � i II -- z�o_ ___ _ 1 o ____ f -� I I I on =oc _ _ _____-__� o OWQ O X- - - - -- - - �� — o -JJ ! C - - - - - - - - C - - - - - - - - - - D I FUN ---- \ - - - - - - - - - - D C - - - - - - - - - - - I TO MECHANICAL — — — — — — — — _ — — — — — — — TO MEGHANIGAL o ROOM - - - - - - — � G - - — � ROOM o 0 NAMPOLD D -_-'— -__-=-=_0 MANIFOLD F _ TROOMGHANIGAL �-- r = — __ _ _ _ _ _ = IIII L _ —1 IIIr -1IIIIf� III - -=___ ==J-� II ( III IIII IIIIIIIIIIIIIIIIIIIIIIII ----- III I —___ — — —� II IIIII111 0 �— II I I II II I I 11 � _ _ _ _ _ J IIIIIIIIII LL 1I I I I I I I I I I I I I TO MEGHANIGAL IIIII I I I l� I I I I I I I I I ROOM - - - - - - _ �� 2 -co I W III �I-T-1J I I i I I i I L _ _ ___________ _� I Ll_===____ __ _ —_ _J� ( I I I I I I I I I I o (U °— _ _ o a _ _ _ _ _ ( IIIIIIIIII I- � e LC �� I I I i I I I I ( III a �3 - - - - — / o i C- - — — — — _ z- - -_ III II III I I I z - - -_ — - - -� MANIFOLD I _ - - — — — — — — — - - - -_ Q 3 - - -/- - - - - - _- -___ - - - - __ -� I I NOTE: LLL A PIPE 5PAGIN6 TO BE 12"O.G.— _ _ —— — _ — — — _ _ _ _ _ _ _ — _ _�-J I I ( I I I I z a (IYPIGAL) IIII____- ___________ ____ - - � - - - -- - - - - - - - - - - - - - - - - - - - - - - - J HVAC PLAN �______ _____________-___=__ LICENSED ARCHITECT AR-2780 NOTE- REFER TO RFH 5PEG5 FOR BARRETT SKIVER CRAIG DISTRIBUTION PIPING 5GHEDULE AND DETAILS STATE OF IDAHO 1st FLOOi2 fiR,4D I,4NT FLOOR PLAN sIMET# 5GALE 3/I6' = I'-0' z 1�2 M2-HVACI LOW TEMP.13A5E60ARD HEATER REFUSE GLEANOUT PLENUM DATE: MAR 06 NOTE:#2 0 4'-0"A.F.F. PROTECT M. 0502 DRAWN BY: B•CRAIG CHECKED: B,CRAIG C.O. �yy M j ( REVISIONS: 0 --- -- f I I ❑ - - - - - - -� ® ❑ - - so NOTE:FIRE DAMPER5 REQ. ®FLOOR W/ACCESS DOORS a, I� 02006 BY BALTEUS DESIGN GROUP,(BARRETT SKIVER I I(4O0 GFM 22XI4 UP 22XI4 UP ❑ I CRAIG)THESE DRAWINGS ❑ ARE THE PROPERTY OF THE RGU I ON NOTE#3(EJCHPJJST DUG TO RTU 2 TO RTU 2 5" ( ao BE REPRODUCED. ROOF MAY NOT DIMENSIONS AND NOTIFY CONTRACTOR TO VERIFY ❑ ROOF ❑ ��- IN JOIST SPAG I I ARCHITECT OF ANY RVI ON VARIATIONS. ROOF RV7 - L _J WRITTEN DIMENSIONS HAVE RV1 24x24 UP 3 l" 1 24' (5" CD2 ❑ ® DIMENSIONS.PRECEDENCE OVER SCALED TO RGU I CD5 CD3 1 CD5 4(0 BE 1 200 e 40 I ® ®16-0"A.F F. eo ' ❑ DG1 510 , 5°� `A4°' --12"'�• CD2 I Q M N DS3 DG7 DG7 0 200 TO RTU 2 O L pOn, i CD4 Q DG1° 8'� EG1 ,a D02 (((jjj ——— 444... NOTE:#2 _ D ® Z 's ado ON ❑ 40 ' RG3 CD5b� 11 1 1 v ALL DUCTWORK IN CEILING, v� �- g00 r SPACE AND J015T5 ��, p V CD5 IO I , CD1 _ - — -»----i V Y _ 14 14m. Q ao b� 10°0 350 a Al �I : / RG1 \_. a ---Y" L IW- r1 _ i Rcz TO RTU I 00 I I4PD 24" UP TO RTU I \ / / J I J }� Qz co "SD OD RG� RG2 RG2 YEi� CLE EXHAUST FL—hlIV a � �+Q NOTE:#I 0. CD2 .. 24'�DSPIRAL 24°4 UP TO RTU I J SCALE: IAS' P-0" z m x a VOLUME 0 .� D52 O DAMPERS DAMPERS 7 VEHICLE EXI• AIJeT SYMBOLS —••�•• 12°REGULAR DUCT �18'-0°A.F.F. ■ DS7 } •• ABOVE GEILIN6 ' VEHICLE EXHAUST EXTRACTION SYSTEM BY GAR-MON 4e0• L®18-0'A.F.F. METAL DUCT PENETRATES Ds2 INDUSTRIES. ^ ��-- I SYSTEM TO BE IN FLOOR LU/AUTOMATIC SEALING DOORS MALL( FIT) AND HOSE STORAGE IN FLOOR RECEPTACLES IN FLOOR RECEPTACLE IN FLOOR DUCTING,(PITCH 1/40) "�" "�•'�" "�•'�"�"�" ••' ELEVATED EXHAUST EXTRACTION FAN a A.F.F. 4�i1 ®18'-0"A.F.F. NOTES: I. INTERLOCK G.O.DETECTOR NU OUTER DOOR OPERATOR OUTER DOOR OPENS MEN G.O.EXGEED5 ALARM LEVEL.(GOORDINATIE O �_ I �"L LOCATION AND ELEGTRIGAL REQUIREMENT5 I S t FLOOR 14 V A G FLAN z U. INCLUDING CONDUIT PV ELECTRICIAN) SCALE: 1/6' - 1'-0' �V 2. INTERLOCK GA.DETECTOR TO OPEN BOTHLu RELIEF VENT5 AND TURN ON FAN ONLY IN RG2 RGU-I.(COORDINATE LOCATION AND �� A _ a ELECTRICAL REQUIREMENTS INGLUDIN6 L�JTV - �I\ 0 CONDUIT NV ELECTRICIAN) 1 -- NOTE:FIRE DAMPERS REQ. W o 3. EX}IAU5T FAN EF-I TO BE INTERLOCKED W/ _ ®FLOOR YV/ACCESS DOORS a TT LIGHT5 IN HALLWAY(COORDINATE VV 16"m~ 22xl4 UP 22x 47UP V J ELECTRICAL CONTRACTOR 1 NOTE:; i TO RTU 2 TO RTU 2 z z_ C�l ^; Q COORDINATE INSTALLATION OF POOR GRATES WITH DOOR HIV 4C SYMBOLS SUPPLIER AND DOOR INSTALLERSLu c5o iso L -"- ,tea 0 2i SUPPLY DUCT 1 �_8n� 1 oG Ibxl4 UP Q � TO RN 3 "� z II ------' RETURN DUCT fIr -USEi2 SC--IEFDIJLE 12'� 6"m .�..� 1r J SYM 51 ZE NECK NPE G2UANTI TY TYPE MFG. AND MODEL ROOF ON \—- ..J_.-_.. ...�.�_.! r HVAC PLAN SUPPLY DIFFUSERS IA 1 TT GD-I 24"x24" 10" 4 WAY I LAY IN TITUS PAT 10 3 SLOT I6XI4 UP GP-2 24'x24 8" 4 WAY I LAY IN TITUS PAT 8 2 SLOT GD-3 "x(o 6 2 WAY 2 SURF G TITUSTDG b-I-26- -D-100 TO RTU 3 bm b°� ;wo GO-4 6 xb b 3 WAY I 5URF GE TITUS TDG -1-26-3-D-100 RETURN DIFFUSER ) cos C06 CDa cD6 cos LICENSED GD-5 24 x2 b 4 WAY b LAY IN TITUS DAT b"I SLOT /pip ARCHITECT GD-b 6'o 8" ROUND Q DUCT TITUS R-8 Iso 150 1sD 1so iso gRzTE EXHAUST FAN INLET,(FOR GROAN INLINE 051 NA FABRIC T NA NA DUGT50X SEE MECHANICAL SPECS 780 VENTILATOR FAN SYSTEMS) 052 NA FABRIC GT N NA DUGT50X 5 E MEGHANIGAL SPECS - - — EXHAUST FAN DUCTING,(FOR BROAN INLINE D53 NA FABRIC MOT NA vuGTsox 5E MEGH NIGAL SPECS VENTILATOR FAN SYSTEMS) DG-I 14"xlb' NA DOOR GRILL NA TITUS GT'100 L AUXILIARY FRAME 0G-2 12"xl2" NA DOOR GRILL I N TITS CT 00 L AUXILIARY FRAME HANG DUCTWORK AT HIGH BARRETESKNERCRAIG BROAN REMOTE INLINE VENTILATOR SUPPLIED EG-1 a"xb �' EGG GRATE GRATE 2 LA I TITUS 50F-3 8x8 MECHANICAL CONT.C� ELECTRICIAN,DUGTEp/VENTED BY Er,-2 8"xb" 5' EGG GRATE 2 SURF TITU5 50P-i-8x8 STATE OFIDAHO ME I I /� /� O RGI 22"x22 SEE DWG EGG GRATE 4 LA I TITUS 5OF-3-22x22 FLOORI-�V,4C I a f-! PROGRAMMABLE ELECTRONIC THERMOSTAT RG 22 2 x22 5 G DWG EG GRATE 5 DUCT TITUS 5OF-1-22x22 Z SHEET# RG3 10 xl0 S" EGG GRATE I 5URFAGE TITUS 50F-3-loxlo SCALE: 1/8' - 1'-0' GAS FIRES ROOF TOP UNITS M 1 MI-HVAC1 TIE INTO EXI5TIN6 SEWER LINE — — DATE: MAR06 - - — - - - - - - - - - - - - -5- - - - - - - PROTECT A: 0502 r------------------F4PE-14N€----------------------------------------------�------------------�—RE—"NE--------------------------- DRAWN BY. B-CRAIG ISER I �—GOTG i CHECKED: &CRAIG , REVISIONS: i : GOLD i i IDE 5WTOFF - - - ALVEGGRO GROUP BBARRETT SKI VVERN II�T� 7TT : CRAIG)�HESE DMTVGTS RJI ---"� ® I I ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT ems.+ BE REPRODUCED. PROVIDE 5HUT0ELVES TI DIMENSIONS AND NOTIFY CTOR TO VERIFY FOR EACH 5TAT I 11) ARCHITECT OF ANY I VARIATIONS.WRITTEN - PRECEDENCED VER SCALED NS E / — ss - - S. H05E REELS AIR I ®8'-O"A.F.F. GO� I V IGAL)� ® ® I I I Q oa ' I V B .� .(•M co I V i 8 N Eli I � cn a L N e, LZ I _JI w z M J40 I I I /-SHUTOFF VALVE � � � 3 80 cc� NH cth 1 O 2: 1__ \ I� - ---------------------------- - - --------- - -------------------------- ----- ------------------- EXTERIOR MTER VALVE GONTROL BOX j PIPING LEGEND SLEEVE FOOTINGS AS REQ. \` TYPICAL ----W---- MAIN WATER LIFE ` I ` F-HRE-LINE FIRE SPRINKLER 5Y5TEM WATER LINE O GOLD KATER \ _ vi LU —HST— HOT WATER ; —- - ss — SEWER tail -�� 0 GOMPRE55ED AIR LINES O 0 FR05T FREE HOSE BIBB ; Q j � $ FROST FREE YARD HYDRANT y � 7T 1 z z 111 Q 5 W D01"IESTIC PIPE SIZING o d z I DOMESTIG WATER LIDS SHALL 8E 5IZED ACCORDING TO THE TABLE BELOW,UNLE55 OTHERN15E NOTED. I"POLY PIPE(5.RIED I 2 THESE PLANS ARE SCHEMATIC IN NATURE AND DOES NOT 3'-O"MIN)FOR HYDRANTS PLUMBING PIPING PLAN NEGE55ARILY SHOW ALL PIPING RUNS. , 3 GONTRAGTOR5 OPTION TO INSTALL A FACTORY 5HOGK ABSORBER IN AGGORDANGE W/PDI-M2OI AT THE TOP i OF EACH FIXTURE GROUP,OR A IO'GAPPED AIR LICENSED GHAMBER AT EACH WATER SUPPLY. ; ARCHITECT - AR 2780 M OF FIXTURES PIPE SIZE (IFS) I OR 1/2" ' - _ _ _ _ PIPING f=LAN = 6 TO 10 3/4" _ _ 5GALE: 3/16' 1'-0' z _. y��t-o` II TO 15 1-1/4" BARRETi SKNER CRAIG 16 TO 25 1-1/2" _ - 24 TO 42 2" - STATE OF IDAHO SHEET# P2 P2•PLUMB2 DATE MAR 06 P-7 PAINT 51ERWIN WILLIAMS DOLOR#SWIOIi 6AR60 SHERWIN WILLIAM5 GOLa2:"loll 6ARB0 SHERWIN PIILLIAMS DOLOR:#5WI0116ARB0 PROJECT#: 0502DRAWN BY, B-CRAIG HONDA MATERIAL AND FINISH SPEAFIGATIONS (ALTERNATE TO WG-6) SILVER SILVER SILVER CHECKED: B-CRAIG SCHEME BACK 51DE OF INFO GEMWARM DOLOR 5GH♦EN5 NEUTRAL COLOR SCHEME COOT.COLORBACK WALU REVISIONS: CODE MATERIAL MAH FAGTLM SPECIFICATION MtAN1FACILIF R SPECIFICATION MANUFACTURER SPECIFICATION PLA PLASTID LAMINATE LAMIN-ART COLOR,01114-5 MOSAIC BUIE LAMIN-ART COLOR: Rg114-5 MOSAIC BUIE LAMIN-ART DOLOR#4114-5 MOSAIC BLUE AG-I AC01I5TIGAL GEILIN6 USG,INTERIORS INC. SERIES: RADAR CLIMAPLL6 L55 INTERIORS INC. SERIES: RADAR G.IMAPUI5 U56 INTERIORS ING. SERIES: RADAR GLIMAPUIS (CASEWORK,TRIM,KIDS'PLAY CONTACT:DONNA YOUNG FIN15H: SATIN CONTACT:DONNA YOUN5 FINISH: SATIN CONTACT:DONNA YIN* FINISH: SATIN TILE GONTACTCUSTOMER 5ERVILE ITEM, 2410 50 CONTACT, CUSTOMER SERVILE ITEM#: 2410 50 CONTACT: GSTOffTR SERVICE ITEM 2410 50 FURNITURE,) (800)323-1624 (600)323-7624 (500)3237624 (800)-50-383q -0 SIZE: 2'-0'X 4' 'X 3/4' (800)g50383q 50: 7-0"X 4'-0'X 3/4' (800)g50-" -0 SIZE: 2' 'X 4'-0'X 3/4' PL-2 PLASTIC LAMINATE POINITE LOLLP:#AG361-5 PONITE COLOR:#A6361-5 POINITE COLOR:#A6361-5 AC-2 ACOSTIC&CEILING, U55 NTERIOR5 NG. SERIES: RADAR GLIMAPLUS I%INTERIORS INC. SERIES, RADAR GUMAP115 956 INTERIORS INC. SERIES: RADAR 0.1MAPLUS (RECEPTION,INFO GENTER CONTACT,C 15TOFER SERVIGI-. GRAFHITE TALL CONTACT,CU5TONER SERVICE GRAPHITE TALC, CONTA(,T:WSTOMER SERVICE 6RAFHT E TALC TILE GONTA6T:(U5TOMER 5WGE ITEM#: 2210 SO CONTACT: CUSTOMER SWAGE ITEM#: 2210 50 CONTACT: GSTOMER SERVILE ITEM#: 2210 50 SERVICE CENTER,RETAIL CENTER FINISH:SUEDE CENTS FINISH:SUEDE GENfEit FINISH:SIFDE (000)g50-3024 SIZE: 2'-0'X 2'-0'X 3/4' (800)150382q 51ZE: 2'-0'X 2'-0'X W4' (800)q50-382q SIZE: 2'-0"X 2'-O'X 3/4" PARTS COUNTED) (800)146-6483 (800)146-6483 (800)146-W3 CG-1 GOMPA550 GEILINS L66 INTERIORS INC. STYLE: 00MPAS50 USG INTERIORS INC. STYLE: GOMPA550 US6 INTERIORS ING. STYLE: COMPA550 PIA PLASTIC,LAMINATE MONTIE COLOR:4WX031-5 PEARWOOD PIONITE COLOR: #YUC031-5 PEARAGOD PIONITE • *VD31-5 PEAR'IOOD C2006 BY BALTEUS DESIGN GG-IA COMPA550 51185TITUTE GORDOK ING. STYLE: CONRIRA GORDON,INC. STYLE, CONTURA 60FDOR ING. STYLE: CO IRA (RECEPTION GA5ENORK, FINISH: 5UEDE FINISH, 9JEDE FINISH: 5JEDE GROUP,(BARRETT SKIVER (212)532-0015 CRAIG)7(HESE DRAWINGS (212)532-0015 (212)532.0075 INFO GETTER WALL TRIM,CAFE ARE THE PROPERTY OF THE GI CARPET J t Jr INVASION J t y NV1510N J t J/W51ON TABLETOP5,SALES BREAKROOM ARCHITECT AND MAY NOT BE REPRODUCED. (OVERALL, CONTACT: INN!FICKLIN6 RE6V 43405434E CONTACT: DON FICKLIN6 IW 413405434-0 CONTACT:.DON FIGKLINS REQ#g3405434-A TABLE,CONFERENCE TABLE, CONTRACTOR TO VERIFY EXLEPT INFO(,ENTER) (600)241-4586 EXT.-1154 (800)241-45bb EXT.104 (800)2414506 EXT.7g34 CONSJLTATION STATION DIMENSIONS AND NOTIFY OR OR OR WORK'SUaFAGf:J VARIATIONS. ANY LISA NLCOX L15A HL(OX USA PILGOX PL-4 PLASTIC LAMINATE FORMICA CORPORATION GOLOR: #2178 BRI)SHED FORMICA CORPORATION COLOR: #2116 BRUSHED FORMICA CORPORATION COLOR: 018 0146HED WRITTEN DIMENSIONS HAVE (800)241-4585 (8I0)241-45$5 (800)241-4585 (RECEPTION,INFO CENTER, CONTACT, JANN 6ARVIN STAINLES5 STEEL CONTACT, JANN GARVIN STAINLESS STEEL CONTACT: JINN GARVIN STAINLESS STEEL PRECEDENCE OVER SCALED C-2 CARPET J t J/INIA51O1 J t J/IN 51ON J t Jr NV510N SERVICE WINTER,RETAIL (513)786-3018 (513)18b-3018 (5I3)186-3010 ONFO CENTER ONLY) CONTACT: DON FCKLIN6 REQ#g34O5434-6 CONTACT: DI!FIGKLII5 RE60 g3405434-0 CONTACT: DON FICKLIN6 REG#13405434-8 I PARTS GOUNTM FIXRRE5) (600)241-45M EXT.7g34 (800)241-45bb EM.'IgM (800)241-4586 EXT.-M34 PL-5 PLASTIC LAMINATE PRINT/ABET LAMINATI COLOR: #I2-5%V6REEN) PRINT/ABET LAMINATI COLOR #1215(BLUE(6REE) PRINV ABET LAMINATI DOLOR: #1215 011E/GRI£TU OR OR GR (KIDS'PLAY AREA] CONTACT,CUSTOMER SERVO FINISH: SOFT CONTACT:CUSTOMER 5ERVIGE FINISH: SOFT CONTACT,CU5TOMffR SERVICE FINISH: SOFT Q +n w L15A WLCOX LISA WILCOX LISA WILCOX CENTER(200 541-MOO CENTER(201)541-MOO CENTER(201)541-0100 O oh Q cc Q 0, a (800)241-4585 (8001241-450 (800)241-4505 PL-6 PLASTIC LAMNATE FORMICA CORPORATION COLOR:#T018.50 NAVY 6RAF1 FORMICA CORPORATION � #HID-W NAVY 6RAFIX FOF MIGA CORPORATION GOLAR:#7018-58 NAVY GRAFIX 65-1 COVE BASE FLEXCO COLOR:OW-01 BLACK DAHLIA FLEXGO - #*-a BLACK DAHLIA FLEXCO COLOR, #WF-OI BLACK DAHLIA (RFSTROOM COUNTERTOP) FINISH: MATTE FINISH, MATTE FINISH, MATTE z tm (5NOY♦ROOM,CASEWORK., (.OITACT: SHARON KING CONTACT: SHARON KIM CONTACT: SHARON KING PL-1 PLASTIC LAMINATE FORMICA CORPORATION COLOR: #W-50 FOLK5TO✓E FORMICA CORPORATION COLOR: %g230 FOLK5TON✓E FORMICA CORPORATION COLOR: #6q2-58 FOLKSTCC C7 f7 on N N AND FIXTURES) (8O0)633-3151 EXT.312 (800)6333151 EXT.312 (800)633-3I51 EXT.312 (SALTS t TECH BREAKROO I CELESTA CELESTA CELESTA L. 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L 27"FINISH-2 II t �j t p C I DATE: MA0502 R 06 I URNI I LIRE 5CHEDULE PROTECT N: IC, EXTERICS, F-IN15H SCHEDULE DRECKED: B-CRAIG DESCRIPTION LOCATION �� ITEM MANE. 5E21Ei MODEL/PATTERN TRIM DOLOR FABRIC DIMENSION LOCATION ADDITIONAL INFORMATION CHECKED: &EROTIC CODE MATERIAL MANUFACTURER 5ERE5 CapR DIMEMiION Ft-I 50FA HAWORTH 16-LO SERIES 41154-0012-T LES FIN154:TR-LE METALLIC SILVER SEAT:FI ICON,ZING IC-4;35'H X 30"D X 56-1/2'W CUSTOMER CENTER, REVISIONS: TO MATCH M3 LONGEST LENGTH ARM5/BAGK:F-2 `BOOM CFI METAL PARAPET GAP FLASHING 13Y ARGHITECT OF RECORD (URISE SILVER METALLIC) AVAILABLE TB.LURE,BLACK 43-18 GF-2 METAL PARAPET GAP FLASHING BY ARCHITECT OF RECORD TO MATCH M-2 LONGEST LENGTH ZINC CLUB CHAIR HAWORTH HELLO SERIES 4854-0011-T LES FINISH:TR-LE METALLIG SILVER 5EAT:F-1 ICON,ZING IC,4;35'H X 30"D X 30-V2°W CUSTOMER CENTER (HONDA BU1F) AVAILABLE - TO MATCH M-I TH ARMSBACK:F2 SHOWROOM CF-3 METAL PARAPET GAP FLA5HIN6 BY ARG44ITEGT OF RECORD (WHITE) AVAILABLE TELLURE,BLACK 43-18 r D-1 6LA55 4 ALUMINUM DOOR BY ARCHITECT OF RECORD 3070 MEDIUM STYLE COLOR TO MATCH SF-I FN3 SIDE TABLE HAWORTH IMPROV MTRI-20-2M LAM.TOP:PL-3 7E PEARWOOD 20"H X 20ro X 20'W EXPRESS CHANGE OH-DDb;PVC,EDGEOES.TR-KO BLA(K; 3070 INTEGRAL SHERWIN WILLIAMS FRAME,TR-LE METALLIC,SILVER 0-2 HOLLOW METAL DOOR BY ARCHITECT OF RECORD V15ION PANEL #%12423 POLAR WHITE GROUP BY#ALTEUS DESIGN ALUMIN M OVERHEAD S COLOR TO EFN-4 INFO GBTfER STOOL HAWORTH IMT ROV M600-8110 M FRAME:TR-LE SILVER METALLIC F-2,OR LEE#3A-18 41-1/4'H X 23°D X 22"H INFO GENTH2 GROUP, BARRDR SKIVER D3 �,(6L ERF BY ARCHITECT OF RECORD N7ATGH _IBLACK,OR LEAIIERLOOK CRAIG)11HESE DRAWINGS 51ERPIIN WI5r 6 F 5(VINYL#21 Ob BLACK ARE THE PROPERTY OF THE ALIIMIMUM OVERFEAD ARCHITECTANDMAYNOT D� DOOR INUFI OVE METAL) 13Y ARCHITECT OF RECORD #%V423 POLAR WHITE GAF?TABLE HAPORTH 450 SERIES 45XR30-F750 LAM.TOP,PL-3 PIONITE PEARWOOD 30'DIAMETER 40"H INFD GEN1132 BE REPRODUCED. OH-DDb;ED6E,TR-KO BLACK;BASE TRIM. CONTRACTOR TO VERIFY EXTERIOR INSIXTATION 6 DRYVIT TR-LE METALLIC SILVER DIMENSIONS AND NOTIFY EIF5-I CONTACT. JOE 5 MAN 5A E #103 NATURAL M41TE E�RIOR KALL ARCHITECTS. ANY FINISH 5Y5TEM CHILDS ROUND TABLE 14 WORTH KIN"TIC561- KSTR-24 LAMINATE TOP:PL-I LAMINART MOSAIC 24"H X 24'D X 24'W K161 PLAY FEN TO INTERIOR FINISH SCHEDULE FOR VARIATIONS. (513)922-0III PLASTIC LAMINATE WRITTEN DIMENSIONS HAVE BLUE H-CbH;EDGE:TR-KO BLACK; PRECEDENCE OVER SCALED ALUGOBOND WHITE UNDERSIDE OF CANOPIES FRAME,TR-F BLACK M-1 METAL PANEL SYSTEM CONTACT, (800)626-3365 DIMENSIONS. EDGES OF CANOPIES, FN-T CHILDS CHAIR HAWORTH KINETIC515GA KSGP-1110 LAMINATE TOP:PL-1 LAMINART MOSAIC 5'H X 19"D X I5-3/4'W KIDS'PLAY REFHT TO INTERIOR FINISFI SCHEDULE FOR M-2 METAL PANEL SYSTEM T- (80)6 PM5 285E ENTRANCE GYLINOER PLASTIC LAMINATE CONTACT: (800 626-3365 bONDA BLUE) BLUE H�GbH;E06E:TR-KO BLACK, M 3 METAL PANEL SYSTEMALUCOBOND WW15E SILVER METALLIC 24'HIGH LONGEST 2'HIGH EXTERIOR FRAME'TR-F BLACK CONTACT: (800 626-3365 LENGTH AVAILABLE ACCENT WALL PN3 CUE5T CHAIR HAN" X99 SEMINAR X640-0140 FRAME:TR-LE hETALLIG SILVER SEAT:F2 TELWRE, 36'H X 24"D X 22"W CONSULTATION AREAS, _ � M N SH�YUN WILLIAMS CHAIR ARM GAPS:BLACK 3A-18 BACK:F 4 MESH SERVICE WHITE Ld'f46R 0 P 6 PAINT CONffAGT:80.1NDA 51PO5 `9W DTM ACRYLIC #5W2423 POLAR WHITE MO BL OFFICES,FEU,SERVICE M6R COATIN S (TO MATCH EIF5) (3iT)BELND%4-0083 FN-g TASK CHAIR HAWORTH X99 TASK CHAIR X621-2140 FRAME:TR-LE METALLIC SILVER SEAT:F-2 TFJI.URE,BLPC 38-I/2'H X 25'D RECEPTIONIST,MDR.OFFICES, z .� W PM5 ARM GAPS,BLACK 3A-18;BACK:F4 MESH X 26'W FL I,5ERVIGE MDR. 0 L 2856(f40NDA on N a SF-I ALUMINR4 STOREFRONT BY ARCHITECT OF RECORD OR CLEAR ANODIZED MOH3L CASHIER COUNTER USE HARD CASTERS IN CARPET7]D AREAS W FM-10 TASK STOOL HAWORTH IMT'ROV M2EI-1042-HARD CASTERS TR-F BLACK TRIM F-2 TELLURE,#3A-18 0 V VS'LL HL50NART #g022-M6 ATLANTIS M2EI-1022-SOFT CASTERS TR-F BLACK TRIM F-2 TEUIRE,#3A-18 RETAIL PARTS COUNTER, U5E SOFT CASTERS IN NON-CARPETED AREAS �' S SOLID 5 READING GIBRALTAR SEE SHEET F-II .. `-'L-1 MATERIAL CONTACT, NIGOLE FOUTS MIRAGE SS (800)184-1475 EXT.303 N FN-11 OVAL TABLE HAWORTH IM'ROV MEVI-2048-2M LAM.TOP,PL-3 PIONITE FEAR 20'H X 48'w x aoro CUSTOMERCENTER - OH-VV6;PVG EDGE:TR-KO BLACK; uj H FRAME:TRAE METALLIC SILVER M FN-12 PANEL'WITH WAINSCOT KIT Ib"H HAWORTH PLACES IMPISH-3062 6LAS5:CLEAR;BASE,TR-K CHARCOAL; 30%X 64'H C.O&LTATION AREAS OPTION TO FN-28 AND HORIZONTAL MATINS HAWORTH FRAME/TOP CAP/5110E RAILS/MUNTIN5: L. O m 30.W TR-LE METALLIC SILVER;WAINSCOT: Z m m O O PL-3 PIONITE PEARWOOD Q FN-13 PATE.WITH WAINSCOT KIT Ibl HAWORTH PLACES W451-1-462 6LA95:CLEAR BASE.TR-K CHARCOAL; 48%X 64"H CONSULTATION AREAS OPTION TO FN-26 jE AND HORIZONTAL MUNTINS, HAWORTH FRAME/TOP CAP/51DE RAILS/MUNTIN5: \ p O 48•W TR-LE METALLIC SILVER;KAIN5G0T: . . PL3 PIONITE PEARWOOD FN-14 P-SHAPE WORK 5URFACE K4ORTH PLAGE5 FWST-b30-(L or RI LAMINATE:PL3 PIONITE PEARWOOD 12'W X 30°0 CONSULTATION AREAS OPTION TO FN-29 OH-DDb;VINYL EDGE:TR-K CHARCOAL 12°W X 3O'D C06LTA11ON AREAS OPTION TO FN-2g i+ WORK SURFACE SUPPORT HAWORTH PLACES HCG-OD01 TRIM:TR-LE METALLIC 51LVER PE4GIL DRAPER HAWORTH PLACES PPO-18 TRIM:TR-K CHARCOAL 301H FH-15 D-SHAPE WORK SURFACE HAYORTH PLACES "1-3050-1 LAMINATE,PL3 PIONITE PEARWOOD 29"H X 30'D X 60% MF6.OFFIC& FEU,SERVICE OH-DDb;EDGE,TR-K CHARCOAL;END MANAGER PANEL.TR-K CHARCOAL PENCIL DRAPER HAWORTH I PLACES PPD-18 TRIM,TR-K CHARCOAL FN-I6 D-5HAPE WORK SURFACE HAWORTH PLACES SVNI3066-1 LAMINATE:PL-3 PIONITE PEARWOOD 29"H X 30b X 65"W SERVILE ADVISORS OH-DDbi EDGE,TR-K CHARCOAL;END PANEL,TR-K CHARCOAL PENCIL DRAPER HAWORTH PLACES I PPD-18 TRIM:TR-K CHARCOAL FN-17 MOBILE PEDESTAL DRAPER 14AMRTH PLAGE5 I PDM-24411-11 TR-K CHARCOAL 21-3/414 X 24'D X CONSULTATION AREA5,51ERVI I5-3/81q AWSOR5 FN-18 TRANSITION B006E HAWORTH PLACES STFI-2442.08 LAMINATE:PL-3 PONITE PEAI&MD MDR.OFFICE,F4I OH-OM;ED6E:TR-K aIARCOAL;END PANEL,TR-K CHARCOAL 0 `}- f%-19 TABLE DESK HAWORTH PLACES 5DFI-2460 LAMINATE:PL3 PIONITE PEARW00D 29'H X 24ro X 60'W M6R OFFICE,F61 PEDESTAL(BOX/BOX/FILE) HAW',NRTH PLACES OH-DD6;EDGE:TR-K CHARCOAL;END 0- PANEL:TR-K CHAR(OAL S FN-20 DESK HEIGHT RETURN HAWORTH PLACES 5EFI-2442-OL LAMINATE:PL3 PIONITE PEARPOOD SERVICE M6R. ON-DD6;ED65 TR-K CHARCOAL;END „LI PANEL,TR-K CHARCOAL FN-21 CREDENZA(DOOR/DRAPER) H\WORTH SCFI-2412-HJN LAMINATE PL3 PIONITE PEARWOOD 2g94 X 24"D X 72'W SERVICE GONSIATAITON uj OH-DDb;E06E,TR-K CHARCOAL;END 0 xOz PANE.:TR-K CHARCOAL FN-22 LATERAL FILE HAWORTH g50 SERIES LFR5-3364 DOH GA5E/DOOR TRIM.TR-K CHARCOAL 38-7/8%X 18ro SERVICE ADV15OR5 RADIUS CASE E06E Q _0 X 3b"W FN-23 LAR6E CONFERENCE TABLE HAVMM TRIPOLI SERIES CIPB-4811-1 LAMINATE.PL-3 PIONITE PEARWOOD LL-AD; 48"X 117" SP.LES LONF132ElGE ROOM RADIUS EDGE W L6 GON F TABLE 13ASE HAPIORTH $85-11130 TRIM.VR-AAA BLACK WALNUT;BASE, 30114 WIDE SLAB BASE z ■ Z_ VR-AAA BLACK PIALNUT Q C FN-24 SMALL CONFERENCE TABLE HAWORTH TRIPOLI SERIES GTRI3 4284-1 LAMINATE:PL-3 PIONITE PEARWOOD LL-AD; 42'X 84' SALES CONFERENCE ROOM RADIUS E06E `J SM.GOWSABLE BASE HAWORTH 5B5-84B0 TRIM:VR-AAA BLACK WALNUT;BASE: 30"W WIDE SLAB BASE VR-AAA BLACK WALNUT w FN-25 ROUND TABLE 14AW0RTH PLACES HTR-Om LAMINATE: PL3 ON-DD7 CHARCOAL; SERVILE CONSULTATION p C BASE TRIM:TR-K CH DG CHARCOAL;VINYL EE: a Z Q BLACK TR-K. FN-26 ROUND TABLE HAP4ORTH PLACES HIR-0O48 LAMINATE: FL-3 OHM CHARCOAL; 48'DIAMETER 5ALE5 BREAKROOM ;,. BASE TRIM:TR-K CHARCOAL;VINYL EDGE, 2g"14. FINISH SCHEDU BLACK TR-K LES FN-27 EXTERIOR BENCH LANDSCAPE FORMS FN-25 PANE.SYSTEM HAWORTH PLACES HFP-4850 FABRIC PANEL,POPER 64"I4 X 4b% SALES PORKROOM CONTACT. LESLIE COLLET FABRIC:F3 SAVOY 5TAINLE%FJ-AM 64'H X 50W I PANE-MWIl X 644= a TRIM:TR-K CHARCOAL 3 61AZED TILES+I PLANT TILE FN-29 PANEL SYSTEM HAWORTH PLACES HFN-3050 FABRIC PANEL,NON4"ER 30"W X 12'L SALES WORKROOM FABRIC,F3 SAVOY STAINLESS FJ-AM TRIM,TR-K CHARCOAL FN-30 PORK`SURFAGE HAWORTH PLAGE5 PEP-430 PLASTIC LAMINATE: FL-13 GRAPHITE SALES WORKROOM EDGE:TR-K GHARGOAL OPTIONAL 5ELECTION5: ROUND TABLE K41ORTH PLACES HTR-004B LAMINATE:PL-1 FORMICA FOLKSTONE TECH BREAKROOM CELESTA#bg2-58 MATTE. EDGE:TR-J STATE OF IDAHO 6RAPHITE;BASE:TR-J 6RAP14ITE. FRAME: TR-J 6RAPHITE. SHEET# STACK CHAIR HAW02TH GOMFORTO 1200-2100 POLY 9ELL:TR-15 P83BLE GRAY 32"H X 17-1/4'0 TEGN BREAKROOM w I SYSTEM 12 X 19-3/414 16 •RFFFR TO INTERIOR FIN15H SaEDULE ON 5HE`T 23 FOR FABRIC SPECIFICATIONS 26•FINISH-1 , `G DATE: MAR 06 PROJECT#: 0502 DRAWN BY: B-CRAIG - CHECKED: B-CRAIG LE 6 E ND REVISIONS: # FIN15H DE516NATOR-REFER TO INTERIOR FINISH 5PEGIFIGATIONS v_ P - 1 ON SHEET 21 NOTE DE516NATOR-REFER TO DRAWING NOTE5 ON THI5 SHEET FJL'— So' eE_qDETAIL DESIGNATOR-REFER TO DETAIL?ON SHEET E-X ®2006 BY BALTEUS DESIGN GROUP,(BARRETT SKIVER CRAIG)THESE DRAWINGS D FN- FURNITURE ITEM-REFER TO FURNITURE 5GHEOULE ON SHEET E-3A ARCHI E PROPERTY OF THE -� ARCHITECT AND MAY NOT BE REPRODUCED. CONTRACTOR TO VERIFY FIXTURE ITEM-REFER TO T"5ERIE5 SHEET ARCHITECT OF ANYOTIFY DRAWINCs NOTES PRECEDENCEWRITTEN OVER SCALENS VE PRECEDENCE OVER SCALED DIMENSIONS. I. STEEL 5ND AND 6YMP PARTITION �' toga O2. ALL EXPOSED SURFACES TO BE PL-7OQ a3. 2"RADIUS ON ALL GORNER5 0< Q y ✓ (� �C N CV 4. PARTIAL OR FULL WALL REQUIRED TO SUPPORT DESK V i ca N N In = Q) 6 tL \ � N Q ~ M N 0 ® m Co z= �a 0. �o CUST01"IER CONTACT FURNITURE LAYOUT RLAN3 A 6-� u w 4 FN-8 _�� ' n' O O FN-4 FN-17 FN-19 O FTYP. - I II FN-18 FN-9 FN-10 FN-10 TYR Oi__A /® f FN-16 JI j FN-15 o TvFN-FN-8 TYR 8 F-3 �• Q z J F FN-8 TYR O O F TYP. z z z Z 6ERVICE ADVISOR TYP. MANAGER,GENERAL OFFICE 4 INFO CENTER BREAKROOI`1 FURNITURE LAYOUT FURNITURE LAYOUT 0i F-9 F-7�rp • CASHIER RETAIL PARTS O FN-2 K FURNITURE LAYOUT a z Q TYR 4 1 1 --- FURNITURE PLAN ol FN-20 FN-9 L-- :-- FN-14 4 FN-14 --� FN-8 FN-15 FN-8 1 FN-8 LICENSED FN-6 �O O TYR F•Np8 TYR TYR ARsno TYR \� FN-7 FN-23 CUSTOMER CENTER/ TYR 6ERVICE MANAGER �� CONSULTATION AREA BARRETTSgVEACRAIG BUSINESS CENTER KID'S PLAY CONFERENCE: ROOM FURNITURE LAYOUT FURNITURE LAYOUT STATE OF IDAHO SHEET# 25 25-FUNITURE �3 DATE MAR 06 PROJECT A: 0502 DRAWN BY: B-CMG CHECKED: FLOOR TREATMENTS B-CRAIG 1 I I /*5G-1 G'1 / REVISIONS: CARPET 1 ® --------- ----------' 1 CERAMIC TILE 1 02OD6 BY BALTEUS DESIGN 1 I CROIiI P, BARRETT SNRIVER VINYL COMPOSITION V L G)�HESE DRAB NGS // '////j/ G-I .. . ..' ARE THE PROPERTY OF THE 4��11 ..... .. TILE ARCHITECT AND MAY NOT . ...:' BE REPRODUCED. 1 1 / _ 7—•-= '-" —'•---- CONTRACTOR TO VERIFY 1 P-4 1 / 0 11 ARCHITECT OF ANY _I WOOD FLOORING VARIATIONS. 1 VGT 1 - GI WRITTENV i HAVE VGT-2 PRECEDENCE OVER SCALED ( 1 / 3 I I .':.G—I ,', DIMENSIONS. i 1 1 VGT-I 0 WALK-OFF MAT _G-I / 0- 1 1 1 M N 1 SEE SHEET#22 / VGT-I VGT-I SEE SHEET#18 0 ¢ L a 1 1 we oL Q .v N N I 1 � SEALED CONCRETE 1 bA eo � z � m pep OO N N 1 ' 1 VGT-I / VGT-I .'..�':.'.'. G V 1 ' 1 PAINTED CONCRETE 1- ° L--------- ------ - -J 0 con w ------ ---- -- -__ __�_..-. ....... (J N Ll.� Vf m N GI ■ ■ ......................... P5 I■ VGT-f I ... . . . ... .....VG- LaC3 �Ojz` OV G- MMMm0 r-N P-4 ox■ I GT-I f GT-I - -- e �1 5EE SHEET#21 G 1 is .•' ....'.. G-I . ... SEE SHEET#22 - GT-I i-i ® NOTE DE516NATOR-REFER TO DRAWING NOTES ON THIS SHEET SEE SHEETS#Iq S 20 0 ` — 7-# FIN15H OB16NATOR-REFER TO INTERIOR FIN15H 5GHEDULE5 01 SEE 5HEET#20 ON SHEET 21 _ II IA 7'ELEVATION DE51ONATOR-REFER TO INTERIOR ELEVATION ON FINISH FLAN IA IA z Q SHEETS 18 THRll 22 AND E-4A 4 E-40(HONDA MANUAL) SCALE: 1/8' _ I'-0' ! A l FL OOR F��TT�RN {-'c O � IA _ INDICATES EXTENT OF BAND ON WALL FROM 0'-0"TO 4'-0" P-2 21 o 0 SCALE: 1/2'-1'-0' j AND BAND ON WALL FROM 4'-0"TO 4'-V' FT-3-1 5EE Va AND I Q DETAIL 80NE-4D(HONDA MANUAL) O DRAWING NOTES (not all notes used) ��N��'��-- NOTES � Z LLI INDICATES EXTENT OF BAND ON WALL FROM 8'-2"TO q'-2'F_P-_2-1 z SEE 8/18 AND DETAIL T ON E-40(HONDA MANUAL) I. PAINT LINES AS REQUIRED TO DE516NATE SERVICE BAYS A. REFER TO INTERIOR WALL FINISH INFORMATION GT-4 GT-3 2. USE FLOOR PATTERN A IN TH15 AREA ON SHEET 18 AND INTERIOR FIN15H SCHEDULE 12 3' _ , INDICATES EXTENT OF WALL STRIPE WITH HAVE DETAIL PL-12 REFER TO DETAIL ON THI5 SHEET ON SHEET 21 FOR WALL FIN15H INFORMATION �`-- * O ¢ Q SEE IOflB AND DETAILS i,2 13 ON E 4A(HONDA MANUAL) 3. USE FLOOR PATTERN B IN THIS AREA B. REFER TO REFLECTED CEILING PLAN ON SHEET z < REFER TO DETAIL ON THI5 SHEET 23 FOR INFORMATION ON GEILIN6 FINISHES FLOOR FINISH DESCRIPTION 4. CURVED SOFFIT TO HAVE EITHER A 12'HIGH PAINTED BAND P-2 OR PL-12 5EE I/E-4A AND IA/E-4A FOR GLARIFIGATION DESIGNATOR OF DESIGNATOR 5. RECESSED WALK-OFF MAT FlNISH PLAN G-I 6EW:RAL R RPo5E CARPET FOR ALL CuWO ER GONMACT AND OFFICE AREAS. 6. RADIUS OF CIRCLE SHARES CENTER POINT AND — WF-I INFO CENTER AREA oNLY.CARPET PATTERN FoLLom L01SEST DIMENSION OF SHOWROOM. FOLLOWS RADIUS OF WALL.SEE SHEET E3 FOR CIRCLE SIZE cr-I sENERAL PURPOSE CERAMIC TILE 1. DIRECTION OF WOOD GRAIN FLOOR LICENSED i, ARCHITECT AR-2T80 GT-2 ALGENT OERAMIO TILE SURRoWiNS FEATURE VEHICLE ELLIPSE 8. THE PROTOTYPICAL ELLIPSE SHOWN 15 DEPICTED IN DETAIL G/E 4 CUSTOM SMALLER ELLIPSE CAN 13E DE51R ED AND UTILIZED FG-f-b-1 SPEED SHOP BECAUSE OF RE5TRIGTIN6 FLOOR CONDITIONS SGI SEALED CONCRETE,PRINCIPALLY FOR UNINHABITED AND BALK Roots AREAS. q. DRYWALL BULKHEAD ABOVE TO 17EGEIVE WALL ELEMENT. 'Lj1 V, E 2/E-4A BARRETI SKNER CRAki P- ESPECIAL COLORED GONGRETE FLOOR FIN15H FOR 5HUCE BAYS AND VEHICLE RECEPTION AREAS 10.PROTOTYPICAL INFO CENTER WALL 15 NOT FULL HE16HT.ACGENT n F L O O fR F A T T E RN E3 ELEMENT PA55E5 BEHIND.IN LON CEILING CONDITIONS,THE REAR INFO 21 SCALE: 1/2'=I'-0' STATE OF IDAHO P-5 5P'ELIAL COLORED CONCRETE FLOOR FIN15H FOR CUSTOMER AND PEDESTRIAN WALKWAY5 CENTER WALL 15 FULL HE16HT AND BAND SHOULD BE DISCONTINUOUS WITHINFT-47 AREAS BEHIND IT. SHEET# VGT-I VGT-2 5ECO VARY SUPPORT ARE46 THAT IWOLVE CUSTOMER AND EMPLOYEE TRAFFIC AND USE 11.SEE 3/E-4D FOR PROTOTYPICAL WALL FIN15HE5 24 24-FINISHPLAN _ DATE: MAR 06 PROJECTN: 0502 • '- DRAWN BY: B-CRAIG B-CRAIG �. RTU . �•. 4."., ". ®20006 BY BALTEU S DESIGN o ° o--1 r 1 Y GR UP,I'B ARR ETT SKIVER CRAIG' HESE DRAWINGS I ,j �, � .,; .'• ARE THE PROPERTY OF THE •• ARCHITECT AND MAY NOT o o , • BE REPRODUCED. •� CONTRACTOR TO VERIFY o 12 o o • • DIMENSIONS AND NOTIFY O O VARCHITECT ARIATTONOF ANY S. 1/ ,, •. -. A ® 4 >• WRIT TEN IEERSLA E PNCOVCAFD• o e DIMENSIONS. •" O. M N o L €P 60 ® ® o 2 o z9, V �/1 N 6 0 21 � ° o o � ® o ° 16\ 41 o\ //®',. 2ND LEVEL REFLECTED CEILING 7 --� o ca SCALE. 1/8" - 1'-O' Q M 3 V O o • �- RTU O v �\\ \ m 00 9 Q I-- -- i 18 ® ® ~ ® ® ® s ® CEILING KEG►- LEGEND ® REFER TO SHEET E-7A FOR DRAINING NOTES AND GUIDE FOR CEILING r - AND LI6HT FIXTURE SEIEG110N EXPOSED PAINTED STRUGtURE ®FULL WEIGHT CEILING HEIGHT DESIGNATOR \ FINISH DESIGNATOR-REFER TO INTERIOR FINISH 5GHEDULE ON SHEET E-48 FAINTED GYf115D SEE THIS IG3 TS TES E?X DETAIL DESIGNATOR-REF62 To DETAIL°?"ONSHEET£-X HIS SWEET O C O..' �� F,EFLECTED CEILING FLAN N O a O SUSPENDED CEILING SEE NOTES SCALE: 115' • 1'-0' z FT—F THIS SHEET FOR HEIGHTS O 4 14 0. DRAWING NOTES AND GUIDE FOR PROTOTYPE CEILING AND LIG+4T FIXTURE 15ELECTION GENERAL NOTES w � A. COORDINATE LIGHTING LAYOUT NITH PARTS STORAGE LAYOUT 0 O AREA GEILIN6 b LIGHTS 8. SUPPORT AREAS INCLUDING:GENERAL PROVIDE 2k4'LAY IN CEILING'AGI"0 8'-6"AF.P.USE TYPE'E' 21. PAIR OF'HI"TRACKS AND LIGHTS �• OFFICES,OFFICE KV06ERS,CASHIER, LIGHT FIXTIRE5,COVERING 100 TO 120 S.F.EACH.LOVER CEILING MOUNTED SIMILAR TO A/E-1 BUT B. VOLTA6E5 TO BE VERIFIED BY ELECTRICAL CONTRACTOR 1— I. 5HONROOM FLOOR AND OPEN PAINT EXP05W STRUCTURE AND DKK P-I 65E PENDANT HWG BREAK ARM,TECH AREAS AND SALES W1644T5 TO 8'-0'A.F.F.WHEN MEZZANINE 15 PRESENT ON FLOOR ABOVE. HIGHLIGHTING ACCE55ORY VEHICLE SALES CONSULTATION AREAS,K D5 -YPE'A'FIXTURE5 0 CP-O"A.F.F.COVERING A 14'x14'AREA EACH.SUSPEND WORK AND MEETING ROOMS. 22. 'H"TRACK AND LIGHTS DIRECTED AT G. LAMPS SHALL BE A5 MANUFACTURED BY 05RAMb5YLVANIA AREA,ACCESSORY DISPLAY AREA -YFE'L'L16HT FIXTURES 0 W-O"AFF.OVER CONS.LTATION DESKS. T°S 4 (CUSTOMER C£N11E�1 5E A AND B ON E-IA 4. PARTS STORAGE,MECHANICAL PROVIDE EITHER LIGHT FIXTURE TYPE'G-4"OR'b-811. AGGE55ORY DISPLAY DANVERS,MA. V LL AREAS,TOOLS AND EWPMENT COORDINATE FIXTURE PLACEMENT KITH ONIER PROVIDED STORAGE SY57EM. z ••® Z 2. SERVICE BAY AREA t KASH BAYS PAINT EXP05ED STRUCTURE AND DEGK P-I .115E PENDANT NUNS STORAGE ARRANGE FIXTURES END TO END FOR CONTINJOUS TRACK OF LIGHT IN PARTS 23• SEE SHEET E-10 FOR REFLECTED CEILING PLAN OF YPE'A'FIXTURES 0 Ff'-0"A.F.F.COVERING A 14'xW AREA EACH, STORAGE AREA,SPACE AS REQUIRED FROM ADJPLENT TRACKS FOUR DESIRED LIGHT. THE VEHICLE DELIVERY CENTER D. INCANDESCENT LAMPS SHALL BE 120 VOLT RATED Q LOCATE ONE FIXTURE BETPEEN EACH STALL AND AS NEEDED IN CIRCULATION AREAS.SELECT TYPE"AI'FIXTURES FOR HIGH M015TWE 10. SOFFITS,STORAGE ROOM5,SMALL PROVIDE OMLIM BOARD CEILING PAINED P I GENERAL NOTES E. FLUORESCENT LAMPS SHALL�T8 OR BIAX AS SPECIFIED F- AND NASH BAY AREAS.AFFIX TYPE'F'FIXTURES TO NEAREST ADJACENT HALLWAYS,CLOSETS AND BATHROOMS USE LIGHT FIXTURE"G°SPACED A5 REQUIRED FOR DESIRED LIGHT LEVELS. WALL(5)ALONG SIDES AV IN FRONT OF STALLS.SUSPEND TYPE"G-4° I. THE LIGHT FIXTURE SCHEDULE HAS BEEN ESTABLISHED TO SET A G JAL17Y AND F. BALLASTS TO BE 05RAKSYLVANIA OR MA6NETEK FULL AND/OR'G-8'FIXTURES 0 8'0'AF.F.IN FRONT N VEHICLES WEN II. ENTRY CYLINDER VESTIBULE PROVIDE GYPSUM BOARD CEILING PAINTED P-I PERFORMANCE STANDARD. FIXTURES BY OTHER MANUFACTURES THAT MATCH OR �T ELECTRONIC Z Q ADJACENT WALLS ARE NOT PRESENT OR PRACTICAL. USE L169 FIXTURES"5PAGED A5 REQUIRED FOR DE5IRED LIGHT LEVELS. EXCEED GUALITY AND PERFORMANCE MAY BE SUBSTITUTED.MANUFA6TURER5 3. SERVICE RECEPTION,EXPRE55 CHANGE PAINT EXPOSED STRUCTURE AND DECK=WITH 5,05.0 14'-0'AFT. 12. CUSTOMER RESTROOM5 PROVIDE 2k2'LAY IN CEILING'AG-2'0&'-0"A.F.F.USE TYPE'D" MODEL NUMBER5 ARE SUBJECT TO CHANGE WITHOUT NOTICE.FOR ADDITIONAL IS. IAG-.I EXPRE55 5E2VICE t EXPRESS MASH SUSPEND PENDANT HUNG TYPE"A"FIXTURES(CENTERED)ABOVE EACH VEHICLE. L16K FIXTURES OVER 5INK5 AND STALLS. INFORMATION ON INDY LIGHT FIXTURE5 GALL 0 I-WO-428-5212 SUBSTITUTE TYPE'A1"FIXTURE FOR USE N O-EN AIR DELIVERY CANOPIES FOR ADDITIONAL INFORMATION ON 515TEMALUX,GALL LEIE5MAN LIGHTING, REFLECTED CEILMG AND IN WMID OR NET ENNIROtJMENTS. SUSPEND TYPE 1'LIGHT FIXTURES 13. EIFS SOFFIT£IFS-I USE SINGLE'B°LIGHT FIXTURE PHONE;513-681-2081 0 V-O'A.F.F.OVER SERVICE RECEPTION DESKS.SEE A AND B ON B-1A FOR ADDITIONAL INFORMATION ON LBL,GALL CHRIS KOLESAR •KG DE5161,15 4. a6TOMER CONTACT OFFICES PROVIDE 2k4'LAY IN CEILING'AC-I'0 V-b'AFF.USE TYPE'D' 14. CANOPY FM,2l INSTALL TYPE'51"L16HT FIXTURES NO GREATER THAN 16'OL.ALONG FULL PHONE:614-811-0530 AND AREAS INCU DINT Ft I, LIGHT FIXTURES,COVERING A 00 TO 120 S.F.AREA EACH,BUT NO LE%THAN CANOPY LENGTH. FIXTURES CAN AL50 BE USED TO ACCENTUATE DOORS, MANAGERS,CONFERENCE ROOMS, ONE PER OFFICE/AREA.LONER CEILING HEIGHTS TO 8'-0°WEN MEZZANINE WINDOWS OR BUILDING OPENINGS THAT FALL UNDER CANOPIES. 2.RECOMMENDED SPACING AND LIGHTING TYPES MAY NEED TO VARY BASED SERVICE MANAGERS AND 15 PRESENT N FLOOR ABOVE. ON EXISTING CONDITIONS OR DESIGN PARAMETERS. ALL LIGHTING DESIGN H. a SERVILE OON5(1L"ATION IS• NOT ' AC-2 16. REFER TO INFO CENTER CURVED PRIOR TO NEED AND CONSTRUCTIONIFIED BY A . ELEGTRIGAL ENGIt R 5. CIYoTON1E3t CENTER WEN SOFFITED CEILING OPTION IS UTILIZED,PROVIDE 2k2'LAY IN CEILING'AG-2'0 8'-2'AF.F.115=TYPE'D"LIGHT FIXTURES HALL DRAWING N SHEET E-13 COVERING 100 TO 120 5F-EACH.OTWM15E REFER MOTE#1 ABOVE FOR L16n*DETAILS 3.THIS SHEET GONTAIN5 STANDARD DRAWING NOTES. NOT ALL NOTES ARE USED17. SLTFFIT GEILIN6 SYSTEM ON EVERY PROJECT. PLEASE CONSULT E-1 FOR APPROPRIATE INFORMATION.b. SERVICE ADVISOR PROVIDE MCLAY IN CEILING'AC-2"0 13b"AF.F.USE TYPE"D' Im LIGHT FIXTURES,COVERING 100 TO 120 5F.EACH.DEFINE LIMITS OF 16. DRYNALL BULKHEAD SERVICE ADVISORS AREAKITH SOFFIT CEILING EDGE.SUSPEND I. FOR SOUND AB50RDTION AT EXP05M 5TRUGTWZVECK,USE YPE'L"LIGHT FIXTURES 0 81-0"A.F.F.OVER SERVILE ADVISORS DESKS, 19. 5'-0'X 51-0'SKYLIGHT TYPICAL 20 GAUGE,I I/2'CELLULAR AGOIYTIGAL DECK OVER 20 WAGE 7. UPPER MANAGEMENT PROVIDE 20'LAY IN CEILING'AC-I'0 V-6'APP.USE TYPE'E' 20. TYPE'H"LIGHTS AND TRACK,8'-0' ROOF DECK FOR MORE INFORMATION CONTACT:UNITED STEEL DECK L STATE OF IDAHO NON-CUSTOMER CONTACT L16M PIXn RE5,COVERING A 00 TO 120 S.F.AREA EACH,13UT NO LE-55 THAN LONG AND 12-0"A.F.F. ®908-2t1-Ibil AREAS INCLUDING:DEALERS ONE PER OFFICE/AREA.LOVER CEILING HE16M TO W-O"WEN MEZZANINE HIC-FILIGHT EVERY CONSULTATION PRINCIPLES AND EXECUTIVE 15 PRESENT N FLOOR ABOVE. AREA KAU. SEE A AND B on E-TA SHEET# OFFICES 23 23-REFCLG W 36Y30 D W 36x30 DATE: MAR 06 22 PROJECTM 0502 F- 2 DRAWN BY: B•CRAIG CHECKED: B-CRAIG REVISIONS: 6-0" 3'-0" 3'-0" F 2 IA 22 2'_0" Q -iry PL-2 — (AS REQV) --(ASROFtREq-£Tb) N :p — A BLACK T-MOLD PL-2 PL-2 R-2 Y 02OD6 BY BALTEUS DESIGN 7. BLACK T MOLDING �"`+ CRAOIGj 7HEESE DRAWINGS Fn FLU N iv ry ARE THE PROPERTY Of THE BE REPRODUCED.MAY NOT 22 CONTRACTOR TO VERIFY ARCHITFCTANDDIMENSIONS AND NOTIFY B 36 B 36 VARIATIONS. ANY \ WRITTEN DIMENSIONS HAVE FLAN V I E W �1 E L E X/A T I ON PRECEDENCE OVER SCALED t'-� DIMENSIONS. n SCALE: , ' = P-0' SCALE: ln' = 1'-0' ^ SECTION ® DET,41L zz SCALE: 3' = 1'-0' = Q M w 5U51NE55 CENTEF, a "a C4 M z W V i o0 N xN G V a LL cn > v a B 2'-0' 22 4'-0' 22 STAINLESS [^ L M STEEL GdMTERTOP STAJNLSTEEL EI5 �•� m CaNTERTOP Z 0 _ �a c N STA 4 BLOGKINS ui STEEL m A5 GOIIMTERTOP m N STIFFENER R 2 4'-0` A51=b. �r 22 ELEVATION ' I SCALE: 1/2" = 1'-0' B SECTION ® QETAIL FLAN LAN VIEW 22 SCALE: 3/4' 1'-0' 22 SCALE: 3' = 1'-0' SCALE: ln' 1'-0' TECH PART) " 514, 31-0 2 2 wf, N 34100 N 3OX30 IN 36A2 3/4'SUBSTRATE 4 ADJUSTABLE I'-I' �� PLASTIC LAM uj �2 SHELF 6-I5 SLATPoALL FL-'I 2'-10' BLADE 111Rh _ E oOTFCRI' SE n ET N 0 _ o I NJTTED) PL-3 Q 0 Q _ O o 4 a _6-24 �-T Q R-'I Q FB1N METAL LAM GRAIN 4"0/G 2_I 6F.AIN Q` ry cad VERTIG ALLrDECKED6E NV DECK PU LAMINATE 22 r z z N 6RAIN '" TOP PL-4 IWERTS ® 3/4"SUBSTRATE 4 Q" c /� III _ W� -3 PLAN VIEW �3 PLASTIC LAM W 3 VERTFA�c LLYOAL�AT�nLU �T�4D 2-10" SCALE: In' 1'-0' O Q o DECK EDGE AND DECK ( Zb 22 TOP rE--41 S Z a B 21 BD 16 LEIS 30 REFRIGERATOR FLAN VEW ELEVATION 4N SECTION � INTERIOR ELEV./DA SCALE: 1n" 1'-m" ALE: in' = 1'-0' 22 SCALE: 3/4' = 1'-0' VATON � 3' ECT I ON SCALE: 1/2' = I'-C" SCALE: 3/4' = I'-0' a L EGzEND FIN15H DE516NATOR-REFER TO INTERIOR FINISH 5PEGIFIGATION5 NOTE: FIXTURE 15 EQUIPPED WITH CASTERS FOR MOVEMENT TO 5EGURE AREAS ?-# ON SHEETS 21 AND E-45(HONDA MANUAL) AFTER WORKING HOURS. ® NOTE DE516RATOR-REFER TO DRAWING NOTES ON THIS SHEET AGCE 5SOR'�' FART5 4 UJAY FIXTURE E'? DETAIL DE516NATOR-REFER TO DETAIL?ON SHEET E-X 8RE,4K fROOM STATE OF IDAHO TYPICAL OF (G) G-? 6RAPHIG5 DE516NATOR-REFER TO SHEET 6-X(HONDA MANUAL) SHEFT# 22 22-INTELEV-5 I i CENTER BANDING I I/2'THICK PLYWOOD DATE: MAR 060502 LAMINATE TYPICAL COUNTERTOP IL-2 PRO)ECTA B�CRAIG PL-4 ACCENT BAND I/2'THICK PLYWOOD DRAWN BYs 21 VERTICAL 6RAIK COUNTERTOP CHECKED: B•CRAIG ' PL-3 PL-2 a BLACK T-MOLD,TYP REVISIONS: REVEALS 2 PL-4 ALL INSIDE AND EXTERIOR SURFACES 10, BLACK T-MOLD,TYP ry 3 21 4 m SURFACES FL-3 �D 2 �' ACCENT BAND AT KICK KNEE 5PA(E LEGAL FILES VERTIGAL 6RAINFPL-3 =�` cn I may, I EQ• I cn I I ACCESS PANEL (BARRETT SKIVER GROUP, ._"_,fir �r —�c .�Ir 9'-0" ;Q m CRAIG)THESEDRAWINGS ARE PROPER FRONT ELEVATION c3z5IDE ELEVATION N m BE DUCED.TYOFTHE O O ARCHITECT AND MAY NOT I SCALE: 1/2'■l'-0' BE REPRODUCED. 21 SCALE. I/2" I'-0' CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY I I/2°THICK P SOD ARCHITECTS. ANY u CHASE WALL VARIATIONS. TYP PL-2 21 GOINTE'TOP PL-2 FORAC-C EIS TRICAL 'D PRECEDENCE OVSER SCALED HAVE 1/2,THICK PLYWOOD 6-6" LMALL OPENING COUNTERTOP PL-2 I I/2° DIMENSIONS. . ADLTABLE PLYWOOD 511 VEs � SECTION PL-3-3 BLACK T-M01-D,TYP "o 1 1/2'THICK PVC 21 SGALE�3/ ' — n, o COUNTERTOP PLu-2 ALL INSIDE AND EXTERIOR q O AGGE55 PANEL TYP. SURFACES pL-3 4 d a 21 KNEE SPACE cv to LEGAL FILES KNEE SPACE Z ALL INSIDE AND EXTERIOR AGES �,- U �!d 00 N SURFACES 'BACK PL-3 �' � C,45NIER WINDOW — �' `4 SCALE: 1/2'-1'-0' > V N 2 BACK ELEVATION )SIDE ELEVATION co ' SCALE- 21 SCALE: 1/2'•1'-0" �' • m L M W 1.. O c - I I/7 THICK Y D CENTER BANDING,TYP. I I/2"THICK PLYWOOD \ 0 4-0° COUNTERTOP PLu-2 B PL-4 C PIVOT HINGE SNIN5 DOOR COUNTERTOP PL-2 N ACCENT BAND 21 21 D VERTICAL GRAIN 21 ^r, PL-3 pL-2 b BR EF FULL ALUMINIM 3 I/2'0/G I/4"x I/4'REVEALS PL-3 I/4'x 1/4"11.6 L5 Tn FPL-4 !p ACCENT BAND AT KICK m - VERTICAL GRAIN PL-10 PL-2 PL-3 6 b'-0' I'-6" I 2 9 2-9" 3'-0' I 4zFRONT ELEVATION 24" STORAGE CABINET 21 z, FRONT ELEVATION COUNTER 2, 5 PL-2 o BLACK T-MOLD,TYP 1 1/2"THICK PLY 1 1/2'THICK PLYWOOD SIM a COUNTERTOP PuL-2 C NTERTO' FPL-2 2 G B D d 21 51DEWALL BEYOND 21 4 BRUSHED ALUMINUM 3 I/2'0/G ADJJ5TABLE PLYWOOD SHELVES WIRE FULL y� PL-3 PL-3 W —�- ACCESS PAIN.TYP. PL-3 0 FP-2 iv m T� m O O OR Q 4 PL-2 O Q SURFACES AT BACK pL-3 PL-10 PL-10 Q �J 3'-0' ALL INSIDE AND EXTERIOR 9JRFAGES BLACK I I �fV'� LL 6ROMMET 3 3 O 3-0' 2 10 _ 2 IO 12 IO I 2 I Z Z ` ` ' ,FRONT ELEVATION 18" STORAGE `CABINET 4 e' n5ACK TELEVATION COUNTER 2t 5cA€1//2-'a0 W 4FPL-2 TOP AND E06E 2 C '-F-0 u3 Y O 0Ca Ca 21 � z Q RETAIL PARTS 2 " BLACK T-MO D,TYP 2'0'$ BLACK T-MOLD,TYP SCALE: INTERIOR ELEV./DETAILS ACCESS PANEL •1 1/2"6ATE W/ 5PRIN6 LOADED ` Q PIVOT HINGE LICENSED m S2V T— ARCHITECT N m N 'ry�j LEGEND AR•Y780 1••• FINISH M516NATOR-REFER TO INTERIOR FINISH SPEGIFIGAT ONS I/2'x I I/2' ?-# ON SHEETS 21 AND E-413(HONDA MANUAL) STOP W/SILENCERS- {olote PANT T- MArclt WALL Ira DESIGNATOR-REFER TO DRAWING NOTES ON THI5 SHEET �f CHASE WALL P_2 _.__..___._._._. BARRE7T SKIVER CRAIG FOR ELEGTRIGA- AccE55 1 1/2" E_v DETAIL DESIGNATOR-REFER TO DETAIL?ON SHEET E-X STATE of IDAHO SECTION 0 SECTION �E C T 1 ON G-? 6RApHIGS DESIGNATOR-REFER TO SHEET G-X(HONDA MANUAL) SHE�# 21 SCALE. 3/ ��r 21 C : 3/ '-0 2 21-INTELEV-4 , 3� f DRAWING NOTES C 06 LEGEND DATE: MAR 02 PROJECT N: 0502 II �_ FINISH DE516NATOR-REFER TO INTERIOR FIN15H SPECIFICATIONS DRAWN BY: B-CRAIG ON SHEETS 21 AND E-45(HONDA MANUAL) CHECKED: B-CRAIG I. G.G.TO PROVIDE ACCESS FOR COMPUTER GABLE AND El EGTRIGAL 13. BLOGKINS A5 REQUIRED TO PREVENT MONITOR ® NOTE DE516NATOR-REFER TO DRAWING NOTES ON TH15 SHEET REVISIONS: IN WALL FOR ALL EQUIPMENT. FROM MOVING BACKWARDS FINISH TO MATCH INTERIOR 2, 3/4"LAMINATED PLYWOOD TOUGH LATCH CONGEALED HINGE DOORS OF CABINET 3. BLACK PERFORATED METAL 14. CHECK WITH HONDA PRIOR TO E-7 DETAIL X-516NATOR-REFER TO DETAIL?ON 5FEET E-X FIF1D JOINT 4. OPENING IN PANEL FOR TOUGH SCREEN MONITOR o DETERMINE OF OPENING — TO DETERMINE IF TRADITIONAL OR 5. METAL STUD WALL WITH DRYWALL FACE STAND ALONE FLAT SCREEN MONITOR -? 6RAPHIG5 DE516NATOR-REFER TO SHEET 5-X(HONDA MANUAL) AC6E9S PANELS LINE OF 15 TO BE USED. AS WLE55W BELOW 6. SOLID WOOD FRAME PAINT TO MATG P-1 15. MONITOR BY AHMG 1. POWER ACCESS 02OD6 BY BALTEUS DESIGN 8, TOUGH SCREEN MONITOR I6. GPU/KEl BOARD BY AHMG cPAIcj THHEESE DRAWINGS 4. GABLE PA55 THROUGH IN SHELF 11. PRINTER BY AHMG ARCHITECT AND MAY NOT ARE THE PROPERTY OF THE 10. I/2"THICK LAMINATED PLYWOOD COUNTER PL-2 I8. WOOD TRIM APPLIED TO FAGS OF WALL BE REPRODUCED. TO MATCH COUNTER CONTRACTOR TO VERIFY II. 1/2"METAL TRIM DIMENSIONS HITCT FANYYVARIATonET I2. ADJUSTABLE 5HELVIN6 ON HEAVY DUTY SURFACE �; WRITTEN DIM MOUNTED STANDARDS 20 LINE E COUNTEEL WRITTEN DIMENSIONS HAVE 2 ABOVE PRECEDENCE OVER SCALED DIMENSIONS. BLACK 6ROMFE'T FIELD JOINT ABOVE M N FIELD JOINT SECTION m RAISED COUNTER 0 Q d\� qp _ 6 6 3/4"PLYWOOD RIB FRAhE z •� 02 flaCK AND 1,_T Ij. NRAP WITH 1/4'WAN V L m N _ SIDES _ B �O LAMINATE V. " p � os- > U N t' 17 CABI AASE LB T L - LDE OF y Q . 4 cOMTER,ABOVE ALCE55 PAIRS N w n PLAN VIEW 20 51RPORT PANELS �JOINT Q 3 8_ CENTER BAMIN6 TYPICAL AS NECESSARY m O -+Q x 7 1 LAMINA PL-4 BASE BASE =W P-4 VIEN FORESkDRTEJ67 1 1/2'THICK PLYWOOD CABINET CABINET \ O O GOUlfE2T PL-2 ^W G-12 ACCENT 5*0 PL�-3 LA ' 4 N VERTICAL GRAN 5 c' P 3 LINE RAISED AB TOP AB I... � I/4'x I/4"REVEALS PL-4 ODE m 1 PCCEfi PANELS BLACK GROMMET . ACCENT BANDig K AS NECESSARY ABOVE ^ SECTION THROUGH PRINTER OPENING PARTIAL ELEVATION ® PRINTER OPENING VERnC&6RA PL-3 2O SCALE: 3/4'=1'-m" SCALE: /F SECTION THROUGH COUNTER BASE 0 FRONT ELEVATION .c ZO SCALE 1/2"-V-0" 11/2"THICK PLYWOOD l, CCWrERTOP PL-2 1A0 0 {.T .. F- 3�4° 6 520 ACCENT BAND P 1 VERTICAL 6RAI PL-3 E PL-3 ® ® ® F20 PL-3 < 6 U4"x 1/4'REVEALS PL-3 51Pr'PORf m AS 12 pL_ F '�, nips p n�/, 0 3 'Q �' ry O Q VERIFY OP NIN I IVX18" I-- _- 15 8 PANEL GENn3t BTYPIGAL - PL-3 LAMINA PL-4 B I/4'x I/4'REVEAL "-1 N- / I q AT SIDE PANEL z Z 13 z BACK ELEVATION ACCENT BANDATKICK Q t I I ry 1g 20 C E: T VT3ZTICAL6RAI pL_3 /�6\SECTION F N U w 3 10 4 w 2 p 2'_2 20 - a z Q P-4 INTERIOR ELEV./DETAILS R ar 20 1 B' -* - SUPPORT AS m 1' MIN. m � - �{ NECESSARY BLACK P-3 m T LICENSED 2' AR-2M PARTIAL ELEVATION®FOR � TRADITIONAL TOUCH SCREEN MONITOR !D1 SECTION THROUGH MONITOR AND CPU 20 SCALE: 3/4'-1'-0' 3 SIDE ELEVTION 1a DETAIL N SECTION �In o SCALE: 3/4'=1'-0' 20 SCALE: I/1'=1'-0 20 C E. 1 1%1 =1'-0" 20 SC : 3/ =I'-0' BARRMSK ERTauc STATE OF IDAHO SHEET# INFOR1 IATION CENTEF, DETAILS fECEPTION 1DES< DET>�IL:� 20 20-INTELEV-3 R 06 LEGEND DATE: �502 PROJECT N: _ o- FINISH DESIGNATOR-REFER TO INTERIOR FINISH SPECIFICATIONS /�I�f DRAWN By; B•CRAIG D iR741�J I NCB NOTES II,4 II ON SHEET5 TI AND E-46(HONDA MANUAL) D Rr-i W I NCB NOTES II 8 11 CHECKED: TYCRAIG e 4 3 19 ® NOTE DES-SIGNATOR-REFER TO DRAWING NOTES ON TH15 SHEET I, MOUNT LONGEST POSSIBLE J2,J3,OR J4 REVISIONS: STRIP FLUORESCENT TO FOLLOW CURVE OF WALL, I. G.G.TO PROVIDE AGGE55 FOR COMPUTER GABLE AND HOLD FIXTURE TOWARD FRONT WALL-REFER TO SHEET ELECTRICAL IN WALL FOR ALL EQUIPMENT. E-IA FOR LIGHT FIXTURE INFORMATION.(HONDA MANUAL) E_? DETAIL DESIGNATOR-REFER TO DETAIL?ON SHEET E-X ib 2. WALL MOUNT PLASMA SCREEN BY OWNER 2. 3/HI LAMINATED PLYWOOD TOUGH LATCH CONGEALED HINGE DOORS q t 1 CENTER MONITOR BETWEEN HORIZONTAL REVEAL SCORES G-? GRAPHICS DESIGNATOR-REFER TO SHEET G X(HONDA MANIAC) 3. 3/4"LAMINATED PLYWOOD DIVIDER PANELS 5 3, PROVIDE 5TRUGTURAL BRACING FOR LIGHT FIXTURE 5 PLATFORM A5 REQUIRED.FIXTURES WILL REST ON 4. 6'X 8"TRASH RECEPTACLE GROMMET a 5 METAL 5 PLATFORM AS SHOWN . ND WALL WITH DRYWALL FACE C2006 BY BALTELIS DESIGN 20 a 6. KIDS AREA COUNTER 5 A-19 AND 2/E 4D FOR GROUP, BARRETT SKIVER a y„ 4, COMPUTER MONITOR BY OWNER CRAIG)TIHESE DRAWINGS GG TO PROVIDE SUPPORTS AS REQUIRED MORE INFORMATION(HONDA MANUAL) ARE THE PROPERTY OF THE 12 5EE 6RAPHI05 SHEET GG-25A FOR T. 5TANDARD 1/4' REVEAL BRUSHED METAL PL-4 4 APPROXIMATE LOGATIOR-(HONDA MANUAL) ARCHITECT AND MAY NOT m 8 MUD CORNER BEAD BE REPRODUCED. c 5. COFFEE NICHE SEE E-130 FOR MORE INFORMATION CONTRACTOR TO VERIFY q, PAINTED DRYWALL DIMENSIONS AND NOTIFY -t (HONDA MANUAL) a 10. 1 1/2"THICK LAMINATED PLYWOOD COUNTER PL-2 VARIATARCHIIONS. ANY WRITTEN DIMENSIONS HAVE ea. 6. PROVIDE PONER/DATA SUPPLY/AGGES5 THROUGH 11. TRASH RECEPTACLE BY OWNER PRECEDENCE RECED OVER SCALED 6 12`r UGH WA FLOOR(OR THROUGH WHEN DIRECTDIMENSIONS. CONTACT EXISTS.SEE PLAN FOR ACTUAL GONDITION5) 5 12. 3/4"LAMINATED PLYWOOD AD.USTABLE SHELVES n ELEVATION - INFO CENTER FRONT WALL (FLATTENED) ON 3 MM PINS U SCALE: / _ -0' 1. PRINTER OWNER SEE B 13A AND SHEET 13B FOR 13. PAINT EXPOSED SIDES,BACK 4 TOP OF NICHE MORE INFORMATION. P-1 = Q M N _ O O• 8. BEADED AND MUD CORNER 14. FLAT,SEGMENTED FADE OF CASEWORK BENEATH O ° 0, 5 COUNTERTOP Q � N 9. 6'X 8"TRASH RECEPTACLE GROMMET 3$' 15. CURVED DRYWALL SURFACE OF INFO CENTER ABOVE z bA M 10. CONGEALED HINGE FACE MOUNT DOORS(FLAT,5E6MENTED) COUNTERTOP N 'L m 19 PL-12 16. 5E6MENTED ANGLE CHANGE TO ALIGN WITH VERTICAL o 0 t1 c-za P-1 PL-12 19 PL-12 19 I. REFER TO GRAPHICS PLACEMENT PLAN ON SHEET E-5 Gn a FOR GRAPHIC INFORMATION(HONDA MANUAL) ° 17 REVEAL LINES ABOVE COUNTER 12. OWNER SUPPLIED TRASH RECEPTACLE 15 coFFE tam 11. WOOD TRIM APPLIED TO FACE OF WALL > N TO MATCH COUNTER Y Q 13. OWNER SUPPLIED FLAT SCREEN MONITORS ON a N 15 P-1 0 SHELF.PROVIDE MEANS FOR WIRING TO POKER AS NECESSARY 15 P-i is 14. CHECK WITH HONDA PRIOR TO FABRICATION TO DETERMINE IF 1a MONITOR5 ARE TO BE 5TANDALONE FLAT SCREENS OR BUILT'' Q 3 O IN TRADITIONAL MONITORS wv CO 00 Q ON N� R=d3' 7 PL-2 15. PAINTED DRYWALL k � R=2vr W TYPB 16. STANDARD I/4"REVEAL BRUSHED METAL PL-4 20 i6 N /c1 PARTIAGL PLAN/SECTION THROUGH UPPER WALL ER 11. KIDS PLAY COUNT ON OPPOSITE 51M OF INFO CENTER WALL 1 PL-4 $ 18. SEGMENTED ANGLE CHANGE OF BASE CABINETS TO ALIGN m WITH VERTICAL REVEAL LINES ABOVE COUNTER an Pon PL-3 19. PLIABLE MOF OR PLYWOOD ON GURVED 6"STEEL WALL STUDS (®8°O.G)LAMINATED WITH PL-12 ELEVATION - INFO CENTER FRONT WALL 20. WOOD TRIM APPLIED TO FACE OF WALL TO MATCH COUNTER 21. (3)LAYERS 3/8'GYPBD ON CURVED 6"STEEL WALL STUDS 3 (o 8"O.C) 12 3 .. 12 9�e .:. D a H 20 14 PL-5 6 FY/m'AY 9 17 9 /L/ 16 0 4 19 // TYP. a 2 ttP. S 9 (t3o W • 5 pn PARTIAL PLAN SECTION THROUGH BASE CABINETS o IA �. 2 2 19 SCALE:3/3/4°=1'-0" S c b 20 3 C 2 "2s. �` 12-7' R-5'T(P.BOTH 21 a hALL SIDES9 9 9 :3: V LL la 7 wrs roWit' P-O'MIN. z \./ z D 5 Q 3 4 F- ARCHITECTURAL PLAN 1 1a 6 L2 I I F2 G P-1 G Z Q A l i I S M. 19 I 1 I -1n EQ' PL-5 17 13 Y 3 13 4 10 1'-p' a 10 N F-I INTERIOR ELEV./DETAILS I T tV j 15 2 LICENSED PL-4 ARCHITECT 1 I 11 AR-2760 D m Pl-3 12 ^SECTION - INFORMATION CENTER BARRETf SKNER CRAIG LIGHTING PLAN -- srArE of IDAHo i9 PGRTIAL3E L.EryAOTION a COFFEE NICHE OPENING(FLATTENED) !s\ S�TION3�HR0�H COFFEE NICHE SHEET# j5 INFOFR`IATION CENTER 1--)ET,4ILS t 19-INTELEV-2 I p-I DATE MAR06 PROJECT#: 0502 DRAWN BY: B-CRAIG WOMEN'5 WG-1 CHECKED: B-CRAIG GT 6 GT 6 WG I REVISIONS: (2)LAYERS 3/4" WG 6 MENS NO-2 PLYWOOD W/PL. LAM Q ryi 3-0 3--0" ®2006 BY BALTEUS DESIGN 4 GROUP, BARRETT SKIVER Q P CAR THE PROPERTY OF THE Tn ARCHITECT AND MAY NOT BE REPRODUCED. VENEERED PLYWOOD CONTRACTOR TO VERIFY SUPPORTS DIMENSIONS AND NOTIFY Q Q ARCHITECT OF ANY VARIATIONS. O O N O Q WRITTEN DIMENSIONS HAVE O 4 n N fn PRECEDENCE OVER SCALED J- DIMENSIONS. V N rz . SF-I 5-0" a rn a INTEGRAL GOVED TILE INTEGRAL COVED TILE � Q VARIE5-GON5ULT FLOOR PLAN(PORE5HORTENED) GT-5 5A5E REQUIRED AT BA5E REQUIRED AT � RE5TROOM5 RE5TROOM5 GT 5 u M Z bb ELEVATION ELEVATION -<DS PLAY AREAELEVATION V m N N � � PERIMETER STORE PRONt 2 �� L E V,4T I ON MEWS RESTRoorl 4 E L E V>4T I ON WOMEN'S RESTROOM � V SCALE: 1/4' 1'-0' SGALE: 1/4' I'-0" SGALE: 3/8° = I'-0' SCALE: 3/8' = I'-V Y v w L U Ln Q L� h co •...�� OiJ N Z rMn Q 3 �o Im m O z OPTION FIE, \ 0 W N W OPTION WG-3 P-3 WG-4 P-I HI 0 0 - o a D-5 SF-2 GB 2 D-5 GB-2 GB-2 5F-2 D-I SF-2 D 2 P 2 D 4 P-3 (®WOOD WALLS) 4 E L E V,4T 1 ON -TYPICAL OFFICE 6 E L E VAT I ON o I- CE , ELEVATION -FARTS/UTILITIES s E L E VAT I ON SERVICE RECEPTION 9 E L E VA T I ON SERVICE BAYS/TECH PARTS 0 SGALE: I/4° = I'-0` SCALE: 1/4' I'-0' SGALE: I/4" = I'-0' OTHER SUPPORT SCALE: 1/4' • I'-0' SIDE WALLS SGALE: 1/4" = I'-(D" ALL PERIMETER WALLS GURVED 5OFFIT IQ 6-13.2 P_I 6-13.4 -6-I3.3 a � z z u Q q SERVICE RETAIL PARTS I Ji Sa E-15 w Lu 3 z Q INTERIOR ELEVATIONS CASHIER A p c m \ \ Q \ \ LEGEND FINISH DESIGNATOR-REFER TO INTERIOR FINISH 5PEGIFIGATION5ON SHEET5 27 AND E-4B IN HONDAS MANUAL NOTE DE516NATOR-REFER TO DRAWING NOTES ON THI5 SHEET /� P-2 STATE OF IDAHO SCALE: E V T(ON SHOWROOM/SERVICE/PARTS GB DETAIL DE516NATOR-REFER TO DETAIL?ON SHEET F-X SHEET# SCAA LE: I/4' = 1'-0' BACK WALLS E-15 I 18-INTELEV-1 36 I II 5-YWAY GLUE-LAM BEAM T01SILL PLATE ONL FLOOR TGhMU DATE: 0502 Al MOD®b"O.G MAR 06 4x4 TOP PLATE REQ.RIP PROIEcr a: GUT OUT BLOCK FOR TO MATCH WIDTH OF GMU DRAWN BY: BEAM POCKETx4 PLATE ON LEDGER NAIL CHECKED: B-CRAIG WALL,PROVIDEY2"x 10 A.B.AB. &CRAIG 2x4 PLATE ON LEDGER 51MP5ON GL5 5-5 ®4to"O.G.EMBED BOLTS PLATE TO DE06ER W/(2)ROWS REVISIONS: 3-20-Ob SADDLE HANGER b"MIN.IN GMU,GOUNTEP51NK Ibd®24"O.G.AND NAIL FLOOR CONTINUOUS ACROSS HI=H2=Ib NUTS IN 4x5ILL PLATE SHEATHING TO PLATE W/MOD® ADD FINAL STEEL DETAILS BEAM 5=T a/a" 6La'T 4 AND 5G PLYNOOD DEGKI% 6'-0"O.G. 5 AND b FROM EHM RETAIN FACE SHELL ON F.F.® _-- ---F.F.®_---� B5G FAR SIDE OF BEAM III'-0' III'-0' F.F.® F.F. POCKET I.-0x 51MPSON BLFSA BEAM SEAT N fY BEAM BRG—_ —BEAM BRG—_ 14"TJL's®24"O.G. 14"TJL's®24"O.G. C2006 BY BALTEUS DESIGN GROUP, BARRETT SKIVER NON SHRINK GROUT IOq'-6%" - IOq'-6 3%" _ (2)1-3/4'4-l/8"LVL LED6ER5 - (2)1-3/4"Al-'1/8"LVL LEX-B25 " ARE THE THESE DRAWINGS DOUBLE BOND BEAM-8'-O" BOND BEAM®TOPV(2)5/8"x10"AB.®16'O.G. ARE THE PROPERTY OF THE l^U(2)5/8'XIO"A.B.AB.®Ib"OG. ARCHITECT REPRODUCED.A MAY NOT MINIMUM LENGTH-CENTERED COURSE OF CMU NU 5�'s'xl5"GLUE-LAM BEAM IN GROUTED VERTICAL GELL5 - IN GROUTED VERTICAL CELLS CONTRACTOR TO VERIFY (TYP) DIMENSIONS AND NOTIFY BELWO BEAM POCKET W/(2) (2)#4 HOW BARS (Ty') ARCHITECT OF ANY ®4's x 8'-O'EAGH -- VARIATIONS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DETAIL 2 DETAIL 3 DETAIL 4 DETAIL � Q MN n SCALE: 3/4' = 1'-0' SCALE: 3/4' . 1'-0' n SCALE: 3/4' 1'-0' IT SCALE: 3/4' = 1'-0' a� z � •� C7 �L m N N b. 8" all b" COLUMN TO Y2"0 DEFORMED BAR ANCHORS BASE PLATE N Ya" NELSON 122L OR EQUAL. 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Ya o 5 D E TA I L STEEL COLUMNS 6 DETAIL o STEEL COLUMN/BEAM CONNECTIONS D E TA I L 9 STOREFRONT WINDOW SYSTEMS b° 3�' n SCALE: 3/4' 1'-0' SCALE: I' 1'-0. SCALE: 1' = P-0" BASE PLATE O Iln" 1/2' LLI co ' ' % ODRAWING NOTES j2 1. V2"THICK LAMINATED BOARD F'E5 MOUNTED OFF WALL 0 b'-8 I/2" PL-9 2. 1 V2'LONa x I'DIA.BRUSHED METAL 5TANDOFF 3.BOTTOM OF FEATURE TYPICALLY AT 10'-0'AFF. 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O.G.(NELSON 026 OR EQUAL) b REICED TTEN NCIE MENSIONS OVER SCALED E ADDITIONAL BOND BEAM® DIMENSIONS. �l ATTACH TRACK TO BOTTOM OF BEAM TOP COURSE Wl(2)R4 REBAR W/HILTI ENP2-211-I5 POWDER ACTUATED FA5TENER5(OR EQUAL)®Ib'O.G.ALT. 5TA66ER = Q M w I Y2"FOAM AND SYNTHETIC 8005125-43 STEEL 5TUD5® __ 8°G.M.U. 0 i o^�a STUCCO W/REINFORCED 2'-0" � Q -V d d "IMPACT"MESH Ib"OL.l/R-21 INSULATION,6 MIL l7 N n VAPOR BARRIER,%"6YP13D 8 Z .bA 'Ei '6 ll YT PLYWOOD(EXTERIOR)(BEYOND) V L m N N ATTACH TRACK TO(2)8005125-43 p V v BEAM W/#10 5GREW5®Ib"O.G. vi " pg 5TA(56ERED R5 VERT.REBAR®16"O.G. 8005125 43 TRACK TYPICAL :2 la, w TOP AND BOTTOM 34'2'SOUND INSULATION LAP BAR5 30"MIN. c/] Q N m ' M �B (2)8005125 43 LIP TO LIP 0 M 5TRO%AXI5 HORIZONTAL GLBUED AND BREWED KING ¢ n z0 T-T, 1 gg LY1 Gn O c F.F.® m III'-0' \ O o CANTILEVER CANOPY SUPPORT 17 14"TJL's®24'O.G. ^^ BRAGIN6,(WELD TO COLUMN) PROVIDE SHOP DRAWINGS G� FACTORY PRIMED AND FIELD STEEL STUD FRAMED PAINTED (2)1-3/4'xll-T/8"LVL LE06ER5 CANOPY FRAMIN6,5EE W/(2)5/8"x10'AB.®Ib"O.G.(fl P) 4-I1,PROVIDE SHOPS A DRAWIN65 $� SUSPENDED 6YP5D GEILIN6 q 12"WA/e"STEEL COLUMN SYSTEM BY U56®W-O"AF.F. 5TOREFRONT WINDOW SYSTEM %B'6YPBD BEYOND 8"BOND BEAM W/(2)#4 VAPOR BARRIER HORIZ.REBAR CONT.®4'-O' OL. god 2xb STEEL STUDS,®16"O.G., L`~ 3)'2"INSULATION AND s/e WATER RE515TANT 6YP5D. _ BLOGKOUT FOUNDATION FOR COLUMN AND 6ROUT AFTER - GOLUMN 15 INSTALLED Lu rA 5 O Vd n CONCRETE FOUNDATION WALL Ctl 4" ONCRETE SLAB bxb- EVENLY 8$(1)1Z.#5 VERT.C NU T.REBAR w a L/E 0 H.H.COARSE 6RAVEL g ®16"OL.,TIED TO REBAR IN z z FOOTING.(ALT.5TA66ER) Q c z EXTEND ALTERNATE VERTICAL 4'CONCRETE SLAB W bx6- z 10/10 H.H.M.ON 3"GRAVEL 5AR5(32"OL)INTO CMU N ABOVE(30"MIN LAP ON u+ w LEVELING COURSE VERTICAL BARS IN GMU) jl100'-0' ---- - -- �)ION JOINT 1 U SEALANT 6 z _ EN61NEEPED FILL TO LAND5GAPIN6 I Hill iF11 I I-_ °e I-I�I�:I.T 11-77__ BE GOMPAGTED TO 45% 6"CONCRETE 5LA13 W/REBAR - I T _ MAT(R4's®I6°O.G.E.WJ ON 3' 2"FOAM INSULATION F F ® _ - �- - - , --¢ GRAVEL LEVELING G �III IIII- � �i_.--=*I=T 'illl= III- ,< .. 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TO 2'-6'x2'-6"xl'-O"PAD FOOTING 8 8" 8" BE COMPACTED TO 45% Q -- I W(3)R5 HORIZ.REBAR E.W.. 2-0' *(-"I0 r — BARREiT SKIVER CAIJG - I .La STATE OF IDAHO 2 A UNDISTURBED 501L OR m OFFICE/PARTS UJALL � SQUARE I S C ON ^S GT ®N EXTERIOR COLUMNS gE61DT FII I. °5% I6 SCALE: 3/4' = 1'-0' SHEET I6 SCALE: 3/4' = 1'-0" 1^1 X+' 6-S CT4 Q_) ' 5Y8'xl5"GLUE-LAM BEAM NAIL FLOOR 94EATHIN6 DATE: M/+R� TO SILL PLATE ON GhpJ 4x4 TOP PLATE REQ.RIP 0502 OUT OUT BLOCK FOR W/IOD®b"O.G TO MATCH WIDTH OF GMU PROJECT#: DRAWN BY: B-CRAIG BEAM POCKET WALL,PROVIDE ys"x 10 A.B. 2x4 PLATE ON LED6ER NAIL CHECKED: B-CRAIG 2x4 PLATE ON LED6ER 51MP50N 6L5 5-5 ®4'-0"O.G.EMBED BOLT5 PLATE TO DED6ER NU(2)ROWS GONTINUOU5 AGRO55 5ADDLE HANGER 6'MIN.IN GMU,GOUNTEF51NK Ibd®24"O.G.AND NAIL FLOOR REVISIONS: 3-20-06 NUT5 IN 4x51LL PLATE 5HEATHIN6 TO PLATE K/IOD® ADD FINAL STEEL DETAIL5 BEAM HI=H2=IbYz" I Ye"T46 PLYWOOD DECKING 5-T 9/4" 6LUED AND 5CREWED b'-0"O.G. s AND 6 FROM EHM RETAIN FACE SHELL ON F.F.0 -___F.F.® FAR 510E OF BEAM III-O' I I P 0° F.F. POCKET T.O.M. F.F. 51MP50N 5LF5A BEAM SEAT _ Iv-1 ry N BEAM BRG _BEAM BRG 14"TJL'S®24"O.G. 14"TJL'5®24"O.G. 02006 BY BALTEUS DESIGN NON SHRINK GROUT __ GROUP, BARRETT SKIVER 109-b%" 104'-6 3/a" - (2)I-3/4"xll-7/8"LVL LEDGERS =^ cRAIG)�HESE DRAWINGS (2)1-3/4"A1-1/5"LVL LEDGERS ="� ARE THE PROPERTY OF THE DOUBLE BOND BEAM-6-0" BOND$EAM®TOP N/(2)5/8"x10"A.B.®1b"O.G. N/(2)5/8"AO"AB.®Ib'O.G. ARCHITECT AND MAY NOT MINIMUM LENGTH-CENTERED COURSE OF CN81 Wl 5Y8'xl5"GLUE-LAM BEAM IN GROUTED VERTICAL CELLS IN GROUTED VERTICAL CELLS BE CONTRREPRODACTOR T BELWO BEAM POCKET VJ/(2) (2)#4 HORIZ BARS (TYp) CONTRACTOR TO NERVY (TYP) DIMENSIONS AND NOTIFY ®4'5 x 8'-O'EACH VARIATIONS.ARCHITECT ANY WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. RECEIVED DETAIL 2 DETAIL s DETAIL 4 DETAIL ApP,20wOs CITY OFTMN FALLS '� O01 T SCALE: 3/4' I'-O' SCALE: 3/4' 1'-m° SCALE: 3/4' I'-0' SCALE: 3/4° I'-m° BUILDINGD:PT. 0 s a V -0 ON N z C7 f� m N S.� 8" 8" all 6" COLUMN TO Y"0 DEFORMED BAR ANGHOR5 t n W y4 BA5E PLATE NEL50N 02L OR EQUAL. WELDED > L y4" TO TOP FLANGE OF BEAM®24" H55 12"x8'x%"5TEEL COLUMN O.G. 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SINGLE PLY ROOFING PROJECT: 0502 COLORED METAL PARAPET AND 12'FROM EACH END DRAWN BY; B-CRAIG GAP FLA5HIN6 -- RI61D INSULATION(6"MINIMUM) CHECKED: B-CRAIG (1)#4 HORIZ.REBAR IN EACH VULGRAFT IS B20 STEEL REVISIONS: 3-20-06 BOND BEAM®TOP AND BOTTOM - < ROOF DEGK REVISED STEEL BEAM COURSES OF PARAPET C> t 51N6LE PLY ROOFING T.O.M. ———— T.O.B.® �121'-I 3*-- AND COLUMN AND FT6 ' 7" ------------ R1610 INSULATION(6"MINIMUM) WIDTHS PER EHM,B5G I22'- EXPOSED DEGKIN6 AND BAR WLGRAFT 15 520 STEEL J015T5 TO BE PRIMED AND FLASH AND COUNTER FLASH ROOF DEGK PAINTED COLORED METAL EXPOSED DEGKIN6 AND BAR _ b"CANT. J015T5 TO BE PRIMED AND % ,,xb"BEARING PLATE GROUP02006 BY BRRETTS DESIGN GROUP,(BARRETT SKIVER 8"PARAPET WALL(SOLID PAINTED Wl(2)Y"xb"WELD STUDS CRAIG)THESE DRAWINGS SOLID GROUTED ARE THE PROPERTY OF THE WLGRAFT 24KT BAR J015T5® ARCHITECT AND MAY NOT �) I! WLGRAFT 16K4 BAR J015T5 WELD BAR J015T TO BE REPRODUCED. YY DEFORMED BAR ANCHORS FULL �) 48°OG.BOLT TO STEEL BEAM _ CONTRACTOR TO VERIFY r �, ®48"O.G.(4°:I'SLOPE) BEARING PLATES FOR DIMENSIONS AND NOTIFY HEIGHT OF PARAPET WELDED TO �� W12x40 5TEEL BEAM,FIELD LATERAL SUPPORT ONLY ARCHITECT'OF ANY TOP FLANGE OF WIO BEAMS®24" �� PRIMED. BEYOND WRITTEN DIM O.G.(NELSON 026 OR EQUAL) b ' 4 ` WRITTEN DIMENSIONS HAVE ADDITIONAL BOND BEAM® DIiMEPRECNSIONS.CE OVER SCALED �G ATTACH TRACK TO BOTTOM OF BEAM TOP COURSE W/(2)#4 REBAR RECEIVED YU HILTI ENP2-21LI5 POWDER ACTUATED FASTENERS(OR EQUAL)®I b"O.C.ALT. APR 10 2005 5TA66ER CIN OFTYVIN NGDFALLS 6. 10,N I�z"FOAM AND SYNTHETIC "� 8005125-43 STEEL STUDS,® _ 8"G.M.U. BUILDINGDEPT. O Q t. STUCCO W/REINFORCED ,A "IMPACT"MESH 2-0 I6"O.G.W/R-21 INSULATION,b MIL v N N VAPOR BARRIER,%"6YPBD$ Z bA '� m.M6 Y2"PLYWOOD(EXTERIOR)(BEYOND) C7 i Ib N N ATTACH TRACK TO(2)8005125-43 G U y BEAM K/#10 5GREW5®16"O.G. V) ��, - 93"7e 5TA66ERED S N 8005125-43 TRACK TYPICAL #5 VERT.REBAR®I6"O.G. TOP AND BOTTOM V� Q 3a4"SOUND INSULATION LAP BARS 30°MIN. (2)8005125-43 LIP TO LIP .� L C O co I Y'a"T$6 PLYWOOD DEGKIN6 ¢ i. 3 V Q 7'-t" ili STRONG AXIS HORIZONTAL GLUED AND SCREWED m Q Z x ( F.F. O£ �o n ^� CANTILEVER CANOPY SUPPORT 1 14"TJL's®24"O.G. BRAGIN6,(WELD TO COLUMN) PROVIDE SHOP DRAWINGS �P FACTORY PRIMED AND FIELD STEEL STUD FRAMED a� PAINTED (2)1-3/4"A-7/8"LW LEDGERS - GANOPY FRAMING,5EE W/(2)5/8"AO"A.B.®16"O.G.(TYP) q-11,PROVIDE SHOP DRAWINGS SUSPENDED 6YPBD GEILIN6 H55 12"x8"x3/a'5TEEL COLUMN SYSTEM BY U56®V-O"A.F.F. I� .�.«"+..,....,,;`�,,��,.�.,�^'^,....•"" _ _ Wes.. ` STOREFRONT WINDOW SYSTEM I s/�6YPBD YO 8"BOND BEAM W/(2)#4 �p VAPOR BARRIER HORIZ.REBAR CONT.®4'-0" s0 O.G. d 2x6 STEEL STUDS®I6"O.G., � 3-Yz°INSULATION AND s/e" 7-3 WATER RE51STANT 6YPB0. BLOGKOUT FOUNDATION FOR COLUMN AND GROUT AFTER Q GOLUMN 15 INSTALLED w 5 � O n 0 c CONCRETE FOUNDATION WALL "CONCRETE SLAB VU bxb- W/(3)#4 HORIZ.REBAR(5P. Q 4 4" O HAM.ON 3"GRAVEL EVENLY)E(1)#5 VERT.REBAR w p� LEVELING COURSE a_ ®16"O.G.,TIED TO REBAR IN Z z FOOTING.(ALT.5TA66% 3 �N 4"CONCRETE SLAB W/bx6- � EXTEND ALTERNATE VERTICAL Q F N BABOVE "330 MIN INTO GMULAP ON per. Lu k 10/10 W.W.M.ON 3'GRAVEL � - Vku =- -- LEVELING COURSE °L VERTICAL BARS IN(MU) Orx < a �100=0' EXPANSION JOINT VJ/SEALANT a Z I iII I`�il� l ENGINEERED FILL TO (TYPICAL) LANDSCAPING - I lam'-li li -1 BE COMPACTED TO q5% —I I I :, �— �=I I a I I= I - i t 6"CONCRETE SLAB PU REBAR MAT(#4's®16"O.G.EA)ON 3" wnI L s1 cTloNs II�LiI (—II �Ifl lII I II-11 I li 2"FOAM INSULATION F.F. a'' _ . ° 6RAVEL LEVELIN6 GOUR5EI 6II t 11 II II I'-2"xi'-O'CONCRETE PIER W e ° _ (4)#5 VERT.REBAR(10"HOO 2'-6"xl'-O"GONT.SPREAD UNDISTURBED 501L OR O - 1=1 LICENSED 1'-2" !-5'��"!' � TIED TO HORIZ.REBAR IN FT6)b = fLri I i j) FOOTING W/(3)#4 HORIZ. ARCHITECT 11—ULU III I' #3 TIES®10"O.G. ENGINEERED FILL. TO �I� p a I) u' REBAR CONT. AR-2780 BE COMPACTED TO q5% MM = UNDISTURBED 501L OR 4'-0"x4'-0"xl'-0"PAD FOOTING I I., 11' ENGINEERED FILL. TO o BE COMPACTED TO 45% �1�\ o -- N(4)#5 HORIZ.REBAR E.W.. E i 2'-b" BARREIT SKIVER CRAIG STATE OF IDAHO * <� �——UNDISTURBED SOIL TO OFFICE/PARTS WALL 5QU �1�S�CTION T I nK A `"' ENGINEERED FILL. TO F+ � EXtERIOR COLUMNS BE COMPACTED TO q5% IS, SCALE: 3/4' a I'-0' SHEET# I6 SCALE: 3/4' = 1'-0' 16 16-SECT4 �r DATE: MAR 06 __ 502 PL..HT.® FLASH AND COUNTER FLASH -—-—-—- T.O.M.T O ® PRo)ECT a: 130'-O" --- 123'4" BCRAIG - COLORED METAL DRAWN BY: COLORED METAL PARAPET (2)LAYERS%'PLYWOOD 5HEATHIN6 COLORED METAL PARAPET CHECKED: B-CRAIG GAP FLASHING (FOLLOW CURVE) I 50LIP MI95PAN BLCGKIN6 REG. SINGLE PLY ROOFING GAP FLASHING REVISIONS: RIGID INSULATION(6" 2x8 TOP PLATES W! 6'STEEL STUDS(IS 6A),®12" 5YNTI ETIG 5TUGG0 GOVERING MINIMUM)$DRAINAGE GRIGKET 5/e'OSB ROOF SHEATHING NAILED "j FROM EACH END PLASH OL.(0 10'-0"RADIU5) FLASH AND GOUNIIER ASH N/IOD NAILS A 3"OL.ALL(4) VULGRAFT 15 520 STEEL AND 12 COLORED METAL EDGES OF EACH SHEATHING PANEL ROOF DEGK _—_ _—_ T.O.M. 120'-8" METAL PANEL SYSTEM BY (2)LAYERS%W PLYWOOD 5HEATHIN6 8"GMU PARAPET(SOLID (FOLLOW CURVE) EXPOSED DEGKIN6 AND BAR 6ROUf)"SPLIT FACED" ®1006 BY BALTEUS DESIGN "ALUGOBOND" CONTINUE ROOF SLOPE WITH FOISTS TO BE PRIMED AND GROUP,(BARRETT SKIVER 4"STEEL STUD BRAGE5®24"O.G. FOAM OVER ENTRY FRAMING PAINTED GUT GMU AROUND BEARING CRAIG)THESE DRAWINGS (2)LAYER-5 3/a'PLYWOOD FLASH AND COUNTER FLASH aa°I'-0"J A5 REQ. ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT 5HEATHIN6(o CURVE) BE REPRODUCED. =' COLORED METAL SINGLE PLY ROOFING WLGRAFT 28KI0 BAR - - 3/e"x4"xb'BEARING PLATE CONTRAC70R TO VERIFY .I015T5®48"O.G.A'�1'-O" K/(2)y2,�Xb„WELD STUDSDIMENSIONS AND NOTIFY "G"CHANNEL CURVED WALL RI610 INSULATION(6°MINIMUM) SLOB SOLID GROIffED VARIATIONS. ANY PLATES(FOR 6"STEEL STUDS ®10'-O'RADIUS WRITTEN DIMENSIONS HAVE WLGRAFfIS 52o STEEL WELD BAR J015T TO PRECEDENCE OVER SCALED 3/a'A REVEAL - ROOF DEGK PROVIDE ADDITIONAL#3 TIE AT- (4)LAYERS%1"PLYWOOD TOP GOUR5E OF PILASTER AND #b PILASTER REINFORCIN6 IN PLANE GLUED AND NAILED A5 _ EXP05ED DECKING AND BAR LOVER OF(2)BOND BEAMS AT OF WALL TO EXTEND TO TOP OF WALL RIM J015T®CURVE ! J015T5 TO BE PRIMED AND TOP OF WALL 2i Q ON i II-Ya'TJIAIO's®24"O.G. PAINTED _ a o d R-38 INSULATION VU DOUBLE BOND BEAM®TOP OF WALL 0 VIILCRAFT 24KI BAR JOISTS® WITH(2)#5 IN EACH BOND BEAM l7 51MP50N INSULATION 5TRAP5 . 48"O.G.VELD TO BEARING PLATE z bA °� °o m G"CHANNEL CURVED WALL - -- 0 m co $N PLATES(FOR 4"STEEL 5TUD5 v, L VERITICAL i ®11'-0'RADIUS R-25 INSULATION d NAIL 5HEATHIN6 TO PLATES ON GMU PILASTERS TO BE(4)#6 REBAR cav a b MIL VAPOR BARRIER W/IOD NAILS®4"O.G. LAP BARS 36"MIN. L 51MP50N ITT 11.88 HAWER5 V N 4"STEEL STUDS(20 GA),®12" 1-1/4"lbI E 1-51-EN61NEBZM 5TUD5 #5 VERT.REBAR®16"O.G. BLOGK FILLED AND PAINTED Ltd zA O.G.(®II'-o"RADIUS) i BY TRU5 JOIST 0 12'O.G.(®CURVE - LAP BAR5 50"MIN. ON INTERIOR IV,-0. 9'-O"RADIUS 71 METAL PANEL SYSTEM BY "ALUGOBOND' (2J LAYERS 3/a°6YPBD 8"BOND BEAM VU(2)#4 L 3 O O &b.MIL VAPOR BARRIER HORIZ.REBAR GONT.®4'-0' m m O x A ® OL. UZ (2)LAYERS Va'PLYWOOD CURVE \ O 5HEATHIN6(o GURVE) 8"GMU. ^� - _ � ry SUSPENDED GYPBD CEILING �c - -- 5Y5TEM BY U56 °G°CHANNEL CURVED WALL. PLATES(FOR 6"STEEL 51UD5 5/e"6YP5D 8°BOND BEAM VU(2)#4 ®10'-0"RADIUS)) a HORIZ.REBAR GONT.®4'-0" o PIL CONTINUOUS UGH THRO PILASTERS fV - v STOREFRONT DOOR 5Y5TEM � m_ #3 LATERAL TIES®16'OL. d IN PILASTER-TIES To FALL O �: ON 48'O.G.LAYOUT OF BOND BEAMS Z 4 uj (� a 8""SPLIT FACED"G.M.U. w O D- 3 '� HOLD FOUNDATION DOWN AND RUN g uj Z Z FLOOR SLAB OVER f Q 6"GONGRETE SLAB VI/RE13AR STOREFRONT DOOR SYSTBI MAT(#4's®1611 O.G.E.W)ON 3" Q w HOLD FOUNDATION DOWN b" GRAVEL LEVELIN6 COURSE 4 o 4'CONGRETE SLAB ON 3° AND RUN FLOOR SLAB OVER -—-—F_.F.®� 4 z Q GRAVEL LEVELING COURSE (TYPIGAL) e_-a•- -�-. 98'-8` .__ I=1i l Ik=� f=l�_Il _-�k > F='I�l- {=1 _. n�� • ) REB ENGINEERED FILL TO _- I��- 6' •• • IC IhIII_ill l Illl II ( I III= I II ili 71111=111k=� 1- � I�` III IuT-! ICI 'I - " ry ®12"O.G.RUN FOUNDATION HORIZ. BE GOMPAGTED To 95% i - - � ,`, REBAR THROUGH, I ND _a '_i I �lllll-u�11 li 1 INTO MU 36"I 3 �=o -- -1 I (— L _(f _,11 milli u - _ _ _ _ - - VERTICAL BARS INTO GMAI-36"UP ENGINEERED FILL TO , I �I iv: FOAM INSULATION =II BE GOMPAGTED TO 95% a ° - I ON VERTICAL BARS IN GMU LICENSED _ - ill 1' 11=Ui Jh In GONGRETE FOUNDATION WALL - �I I I II Il r 1T = _ W/f4)#4 HORIZ.REBAR(SP. - -- - ARCHITECT al `r, I r-uuL�l u- `r EVENLY)4 N#5 VERT.REBAR II L I I� AR 2'-8"x2'-8"WIDENED CONCRETE FOUNDATION WALL ° _ Q FOOTING W/(4)#4 HORIZ. I 1. • ° . ., EAR IN e- - - VU(4)#4 HORIZ.REBAR(5P. ®16"OG TIED TO R REBAR E.N. I !I EVENLY)d(1)#5 VERT.REBAR FOOTING.(30'LAP MIN) III I IR 1 - I I11i o 24"OL.,TIED TO REBAR IN UNDISTURBED ILL. TO 8 8'°^ $' --- n 1'-4 ENGINEF ED FILL. TO BARRETt SKNERCRAIG -LII I 1 1 - I I IL III i T FOOTING.(ALT.STAGGER) a " 2'-0"xl'-0"GONf.SPREAD BE GOMPAGTED TO 95Ri UNDISTURBED SOIL OR FOOTING VI/(3)#4 HORIZ. 8' SQUARE 8" ENGINEERED FILL. TO I - 2'-O"xI'-0"GONT.SPREAD REBAR GONT. 2:-$, STATE OF IDAHO FOOTING W/(3)#4 HORIZ. F S C t I O* C r®� SHEET# BE COMPACTED TO 95% ° = REBAR GONT Q �J I 1�l ® ENTRY CYLINpER 6 I SERYIC f ILAStERS 2-0" S SCALE: 3/4" = I'-D' 5 SCALE: 3/4' = 1'-0' ' 5 15-SECT3 33 COLORED METAL PARAPET FLASH AND COUNTER FLASH MAR 06 DATE:GAP FLA51-106 COLORED METAL 4(9"GANT) PRO]ECT#: 0502 FLASH AND COUNTER FLASH COLORED METAL PARAPET DRAWN BY: B-CRAIG SINGLE PLY ROOFING B-CRAIG COLORED METAL `r T.O.M.0 '�' GAP FLASHING -- ------- 123'-4" �"------ CHECKED: FOAM DRAINA6E CRICKETS I " j R161D INSULATION (6'MINIMUM) 2x8 TOP PLATES W/ REVISIONS: 51N5L.E PLY ROOFING - 2x8 TOP PLA%hU TAM ® — 124'-9—-—-— °x10'A.B.®4'-0"O.G. ),'AO"A.B.®4'-0'O.G. I�R VULGRAFT IS 1320 5TEEL AND 12"FROM EACH END AND 12'FROM EACH END ROOF DECK 8"PARAPET WALL(SOLID RIGID INSULATION(6" GROUT)MINIMUM) EXPOSED DECKING AND BAR - FLASH AND COUNTER FLASH VULCRAFT 1.5 520 STEEL J015T5 TO BE PRIMED AND COLORED METAL ROOF DECK T.O.M.® PRINTED 120'-8' b"CANT. C2006 BY BALTEUS DESIGN 8'GMU PARAPET(50LID Q 51N6LE PLY ROOFING GROUP,(BARRETT SKIVER EXPOSED DECKING AND BAR GS 6ROUT) v VULGRAFT I6K4 BAR JOISTS AREI FiTHESE RERTY OFITHE J015T5 TO BE PRIMED AND ®48"O.G.A':I'SLOPE) R1610 IN5ULATION (6'MINIMUMI) ARCHITECT AND MAY NOT PAINTED GUT GMU AROUND BEARIN6 - BE REPRODUCED. AS REG. CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY VULGRAFT 1.5 E320 STEEL ARCHITECT OF ANY VULGRAFT 16K4 8 28KIO %"x4"xb"BEARING PLATE - - ROOF DECK VARIATIONS. WRITTEN DIMENSIONS HAVE BAR JOISTS®48"O.G. W/(2)Ys"Xb"WELD 5T1JD5 PRECEDENCE OVER SCALED 04:1'SLOPE) SOLID GROUTED EXP05ED DEGKIN6 AND BAR DIMENSIONS. WELD BAR J015T TO Yz"FOAM AND 5YNTHETIG J015T5 TO BE PRIMED AND BEARIN6 PLATES 5T000O W/REINFORCED PAINTED "IMPACT"MESH VULGRAFT 24KT BAR 9. M TYPICAL RELIEF PATTERN - #5 VERT.REBAR®16" 0 J015T5®48'O.G. =O ¢ a aco, O.G.,LAP BAR5 30"MIN V- ------------_---- -- — Z ._�• m ba ao 8"G.M.U. 8`G.MU. .i ca N N BLOCK FILLED AND PAINTED V GMU PILASTER(BEYOND) ON INTERIOR G L d c/� a I-Y2'DEEP x%a'REVEAL N'2'DEEP x V4'REVEAL > N (T(PIGAL) "GAL) .!C L H _ 8"xl2"LINTLE 5LOGK5 W/ BLOCK FILLED AND PAINTED BS ROBE M,(o L AND BLOCK FILLED AND PAINTED " [�' M #5 VERT.REBAR III,lb"O.G. 8 BOND BEAM, LOCATION ON INTERIOR LAP BARS 30'MIN. ON INTERIOR ! OF 13'-0"TALL WINDOWS ¢ i 3 00 #5 VERT.REBAR®8'O.G. A LAP BARS 30'MIN.(SEE ROOF FRAMING PLAN FOR LOCATIONS m 0 O .N.W I-Y2"FOAM AND SYNTHETIC 8°xlb"LINTLE BLOCKS W/ STUCCO W/REINFORCEDIt -IMPACT"MESH (2)#5 HORIZ.REBAR STOREFRONT WINDOW 5Y5TEM5 8'BOND BEAM 1/(2)#4 HMZ.REBAR CONT.®4'-0" (/ O.G. I-)�'FOAM AND SYNTHETIC 5TUGC0 W/REINFORCED Q rni 'IMPACT"MESH COLORED ALUMINUM 5EGTIONAL OVERHEAD DOOR W/OPERATOR O 8""5PLIT FAGED"G.Mll. a z w b'PIPE BOLLARD FILLED hU CONCRETE(ROUND OFF I HOLD FOUNDATION DOWN AND W TOP)SHOP PRIMED AND RUN GONGRETE SLAB OVER O FIELD PAINTED TYPIGAL®ALL OPENINGS O GONGRETE FOUNDATION WALL I o 4"CONCRETE SLAB W/bxb- W/(3)#4 HORIZ.REBAR(SP. N 10/10 W.W.M.ON 3"GRAVEL W LL EVENLY)8(1)#5 VERT.REBAR HOLD FOUNDATION DOWN AND LEVELING COURSE z z ®ib'O.G.,TIED TO REBAR IN I RUN GONGREE SLAB OVER F F. z - - ' TYPICAL®ALL OPENINGSIOO'-O" --- - -- ----- �_<__ Q FOOTING.(ALT.5TA66EW o _ EXTEND VERTICAL BARS " b"CONGRETE SLAB W/REBAR g (lb"OG)INTO GMU ABOVE 4"CONCRETE SLAB W/REBAR g II IL�i'!i 'jlj IIII i,1 11I i-i11111i lvlllfll��l ili '`� (30"MIN LAP ON VERTICAL MAT(#4's®16"O.C)ON 3' 4 �� T - < MAT(#4'S®I6"O.G.E WJ ON 3" fl N j Tl I-a 11 .�I r Z GRAVEL LEVELIN6 COURSE I It BARS IN GM) GRAVEL LEVELING COURSE ° i ii It F.F.® E � Illy 1� 1(IIII IIII z�- ---- I f1 611N.It" fil - I I Ijll l 1 ��I ENGINEERED FILL TO WALL SECTIONS 2"FOAM INSULATION _ _ A �{r�i' BE GOMPAGTED TO Q5% -- - I II -J -I 2"FOAM INSULATION I- 2"FOAM INSULATION II IIII�r1�11 IH 111. =IIIL mow' AILI! i I �I �[ �'lll_ LICENSED �lil ?IL ! Ilill lii�llll=l° I!I h1.-1 iI IIII ',1—L(�111�'_ ARCHITECT EN6II�RED FILL TO -11� !� ENGINEERED FILL TO 1UIi�I _I (III'' Ili i AR-2280 BE COMPACTED TO 95% li�-' _ l�..`I Hl BE GOMPAGTED TO 95% `I f FOOTIN6 W (3)#4 HORIZ. ROARCONT.2-O'A'-O'GONT.SPREAD =� j - 1 C7- UNDISTURBED SOIL OR I_ I,IIII Ilt'=1111—'J 8u 8" an BARRETT SKIVER CRAIG ENGINEERED FILL. TO 8" "8" B 2 O" BE COMPAGTED TO Q5% 2-0' STATE OFIDAHO G C OV ® SERVIGE/PARTS EXTERIOR WALL SECT I ON SERyIGE/RECEPTION 51-10WROOt-1 EXTERIOR WALL SHEET#SEECTION 14 ' Ia SCALE: 3/4' = I'-0' Ia SCALE: 3/4' = 1'-0' a TYF'.OWGD 14 SCALE: 3/4" = 1'-0' IA SECT2 3� DATE: MAR 06 F PROJECT#: 0502 I5 DRAWN BY: B-CRAIG _- CHECKED: B-CRAIG REVISIONS: G 'c I 14 I6 dim' C2006 BY BALTEUS DESIGN 2 GROUP,T(rRETT SKIVER ----� I/4" PC.R6 TGHE PROPERTYESE AOF GS — ----- -- --- --------- THE ARCHITECT T.O.M. BE REPRODU EDD MAY NOT DIMENSIONS AND NOTIFY _ ARCHITECT OF ANY - T.O.M. VARIATIONS. 120'-8" WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED 1.0 DIMENSIONS. a Q 0 Q IE w Q a� dd U �_ "bB z o 0 N N U) L > s M 0 o 0 J Q Ft �Q F.F. T1 A &EGT I ON O (LOCATION) 13 SCALE: 1/4' _= I'-0' 14 15 I/4" 2 �F- - ---------- — --------- - -- ------ ----— T.O.M. a 123'-4" s m T.O.M. 120'-8" O o z 114111 111111 a Z� fful �_kill LL a III Lis 0 0 d z a N BUILDING SECTIONS LICENSED ARCHITECT AR-2780 F.F. BARRETT SKIVER CRAIG STATE OF IDAHO B SEGTfON ID (LOCATION) SHEET# 13 SCALE: 1/4' P-0' 13•SECTt DATE: MAR 06 MASONRY LINTLE 5CHI=DUL1= VULGRAFT 28KIO BAR JOIST5®4B"O.G. VULGRAFT IbK4 BAR JOISTS®45"O.G. PROJECT#: 0502 DRAWN BY: B-CRAIG ❑ 8"GMU LINTLE BLOCK NU(2)#5 HORIZ. CHECKED: B•CRAIG 1 REBAR CONT.TIED TO(2)#5 VERT.REBAR REVISIONS: 3-20 O6 ®5IDE5 OF OPENINGS G REVISED STEEL BEAM 16"GMU LINTLE BLOCK W/(2)#5 HORIZ. 3 6 4 3 3 4 AND PER EHM,556 REBAR GONT.TIED TO(2)#5 VERT.REBAR ®5IDE5 OF OPENINC75 ❑ 8"GMU LINTLE BLOCK"SPLIT FACED" 3 hU(2)#5 HORIZ.REBAR CONT.TIED TO r; (2)#5 VERT,REBAR®5IDE5 OF OPENINGS i I I I I I I I I I I � 16"GMU LINTLE BLOCK"SPLIT FACED" G YJ . . 3333 I''IIIIIIII IIIIIIiIIII 1IIIIi iII' 02�0•�C�0J�67•,BY QVBA L TE-v U�LL_3S^ DESIGN ' N GROUP BARRETT SKIVER F4 W/2)#5 HORIZ REBAR CONT.TIED TO CRAIG) DRAWINGS ARE THE PROPERTY OF THE A(2)#5 VERT.REBAR®5IDE5 OF OPENINGS ERCHITECT AND MAY NOT REPRODUCED. CONTRACTOR VERIFY5] 24"GMU LINTEL(I6'LINTEL BLOCK 4 8"BOND BEAM BLOCK ABOVE,50LID GROUTED TOGETHER) DIMENSIONS AND NOTIFY ARCHITECT OF ANY W(2)#6 HORIZONTAL REBAR CONTINUOUS TIED VARIATIONS. TO(2)#5 VERTICAL REBAR AT 5IDE5 OF OPENINGS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED#6 HORIZONTAL REINFORCING AT LINTELS MST DIMENSIONS. EXTEND 30'MINIMUM PAST 5IDE5 OF OPENIN65 IN I 13 I IR I I I I GROUTED COURSES(5TANDARD BLOCK) 24"GMU LINTEL(I6"LINTEL BLOCK 4 8"BOND 6 BEAM LOCK ABOVE,SOLID GROT TOETHER O a W (2)#6 HORIZONTAL REBAR GONTINUOU5 TIED ad a 64 TO(2)05 VERTICAL REBAR AT 5IDE5 OF OPENINGS. Z#6 HORIZONTAL REINFORCING AT LINTELS hST ® EXTEND 30"MINIMUM PAST 5I0E OF OPENIN65 IN 0 CO GROUTED COURSES(SPLIT FACED B #5 HORIZONTAL REINFORCIN AT LINTEL5 MUST EXLOEND25 SNOTE: MINIMUM BEYOND 5IDE5 OF OPENINGS IN 6ROUTED COURSEUNA ALL LINTELS TO HAVE#5 VERTICAL ®16'O.G. Vf < 9=1 QQ' CSTEEL BEAM SCHEDULE — — — -- ---- --- ,--- -- - I-- oW12x40 5TEEL BEAM,FIELD PRIMED AND PAINTED 3 O5 CW E ,I I I I I I I I I I I I I I I I I I 14 II I I I TU I 1 5 WOOD BEAM SCHEDULE VERTICAL REINFORCING FOR GMU N1ALL5 r I I I � " I I I I I I I I MARKED WALL5,#5's®8'O.G.IN 6ROUTED AA 144'"x142'PARALLAM DELLS. RTW I I I I I 2 I 6"ROOF DRAIN 4 /E�ME�RGENCY SCUPPER DRAINAGE CRICKETS I I P.OF(4)I 34--0" L 5 1 2 I I I I I 41 - S Q R'N RTU VULGRAFT IbK4 BAR JOISTS®48"O.G. L(A� A VERTICAL REINFORCING FOR GMU WALLS \\ �-I — — — — — — — — — — — — O W Ox ®MARKED WALLS,#5's®8"O.G.IN GROUTED I? RTU CELLS. Q �� vz AA L 6"CANT(TYPICAL) -- II-1/8"TJI/IIO's®24'O.G. Q Q Q IJi VULGRAFT 24K1 BAR J015T5®48'O.G. G �, RTU g RTU g q a z Q 13 ROOF DECKING NOTE: ---_,_— ROOF DEGKIN6 TO BE 20 6A IJ12""B"DECK ROOF FRAMING PLAN FASTENED TO JOIST5 WITH%PUDDLE VELD5 36/4 PATTERN AND#10 TEK 5GREW5 AT 12" f - - ROOF FRA4 I I NCB PLAN O.G.AT SIDE LAPS. Z LICENSED SCALE: 1/8' 1'-0' ARCHITECT AR-2780 i Zi'Zo�l9l0 BA ETi SKIVER CRAIG ROOF SLOFE FLAN z SCALE: 1/Io' a P-0' STATE OF IDAM I S ET 2-ROOF DATE: MAR 06 1 MASONRY LINTLE SCHEDULE VULGRAFT 28KIO BAR JOISTS®48"O.G. WLGRAFT IbK4 BAR JOISTS®48"O.G. PROJECT#: 0502 DRAWN BY: B-CRAIG F 1-1REBAR LGONTETIIED TO(2)BLOCK/V(#5 VERT.REBAR #5 HORIZ. CHECKED: B-CRAIG ®SIDES OF OPENIN65 REVISIONS:REVISED STEELTEEL BEAM 16"GMU LINTLE BLOCK 5 HORIZ. 3 la 3 3 4 AND PER EHM,65G 2❑ (2)#5 V REBAR GONT.TIED TO(2)#5 VERT.REBAR It SIDES OF OPENIN55 8"GMU LINTLE BLOCK"SPLIT FACED" 37 W/(2)#5 HORIZ.REBAP GONT.TIED TO I I I I 1 I I I 2 #5 VERT.REBAR®SIDES OF OPENINGS I I I I I I I I I I I I I 1 I 16"GMU LINTLE BLOCK"SPLIT FACED" 3 I I I I I I I I I I I ( - I I I I I I I 02006 BY BALTEUS DESIGN 1 I I I I I I 1 , -- , , I I RECEIVED GROUP BARRETT SKIVER 4 W/2)#5 HORIZ.REBAR GONT.TIED TO -I�,- CRA r AESEDRAWINGS (2)#5 VERT.REBAR a SIDES OF OPENINGS I C9 I I I I I �J I i T" ARE THE PROPERTY OF THE PR 2 0 2006 ARCHITECT AND MAY NOT BE REPRODUCED. 24"GMU LINTEL(I6"LINTEL BLOCK E 8"BOND GIN OF TWIN FALLS CONTRACTOR TO VERIFY 5 BEAM BLOCK ABOVE,50LID 6ROUTED T06ETHER) BuaowO DEPT. DIMENSIONS AND NOTIFY W/(2)#6 HORIZONTAL REBAR CONTINUOUS TIED I I I I I I I I I - ARCHITECTS. ANY VARIATIONS. 3 J I I I 1 I i 2 i I I I I TO(2)#5 VERTICAL REBAR AT SIDES OF OPENIN65. WRITTEN DIMENSIONS HAVE #6 HORIZONTAL REINFORGINS AT LINTELS MUST - 3 PRECEDENCE OVER SCALED EXTEND 30"MINIMUM PAST SIDES OF OPENIN65 IN I El I DIMENSIONS. GROUTED GOUR5E5(STANDARD BLOCK) ..1.. ... �. ----6-- --I__:_-1- - __ - _- I I I I 1 I I I I 1-6] 24"GMU LINTEL(Ib"LINTEL BLOCK d 8"BOND I I I I I I I I I I I I I I I I I I I I I I I I 1 I I a M 1 BEAM BLOCK ABOVE,SOLID GROUTED TOGETHER) I I I I I I I I = a O aN VV(2)#b HORIZONTAL REBAR CONTINUOUS TIED 0 L °" TO(2)#5 VERTICAL REBAR AT SIDES OF OPENINGS. #6 HORIZONTAL REINFORGIN5 AT LINTELS MUST 3 ® ®' I I I I I I I I I z 00 I I I I I I I I I EXTEND 30"MINIMUM PAST SIDES OF OPENIN65 IN I l7 i m N N GROUTED COURSES(SPLIT FACED BLOCK) ( I I I I I I I I Lu U + NOTE: I 1 I I 1 I I I 1 I 1 I I I I L i G tL #5 HORIZONTAL REINFORGIN(5 AT LINTELS MUST EXTEND 25" I I I I I I I I I I I I I 1 MINIMUM BEYOND 51DES OF OPENINGS IN GROUTED COURSE U.N.O. ALL LINTELS TO HAVE#5 VERTICAL ®16"O.C. I I ( I I I I I I I I I I 4 YQt 3 (® I I I I I I l i i i i i i I �"` +--� �°p O O O W z x STEEL O BEM SCHEDE FIELRWI240 STEEL BEAM,E AND PAINTED l ' -o 3 I 5 1 1 I I I I I I I I I I i 2 O_0 TUI FJ WOOD BEAM SCHEDULE VERTICAL REINFORGIN6 FOR GMU WALLSI - ®MARKED WALL5,#5's®8"O.G.IN SROUTED AA l�a"xq y2"PARALLAM CELLS. 6"ROOF DRAIN d EMERGENCY SCUPPER (TYP.OF(4)) DRAINAGE CRICKETS : - �� 34'-0' 56-b" q'b" -� LI I I I I I I I I I i 2 -- - ---- --- ------ ---------- - - - -- ------ -- --- -- 5 1 2 I I I I 4 1 0 13 I I I Lu Q RTU RN WLGRAFT IbK4 BAR JOISTS®48"O.G. A I I I A A A I Q �f W VERTICAL REINFORGIN6 FOR GMU WALLS = ®MARKED WALLS,#55®8"O.G.IN 5ROUTED _ _ _ _ _ Q RTU CELLS. — — — — — Q AA f6"CANT(TYPICAL) e Lu _ 11-1/8"TJI/IIO's®24"O.G. z Q WLGRAFT 24K"I BAR JOISTS®48"O.G. W O Q o RTV s a z Q ROOF DECKING NOTE: ROOF DECKIN5 TO BE 20 6A 14'""B"DECK ROOF FRAMING PLAN FASTENED TO JOISTS WITH%11 PUDDLE WELDS 36/4 PATTERN AND#10 TEK 5GREW5 AT 12" -------- � -_---------- O.G.AT SIDE LAPS. ROOF FRAI"LING FLAN z LICENSED SCALE: 1/8' = 1'-0' ARCHITECT AR 2780 BARRETT SKIVER CRAIG ROOF SLOT=E FLAN SCALE: 1/1W = 11-0" Z STATE OFIDAHO SHEET# 12 12-ROOF c3e) I DATE: MAR 06 EXTERIOR SIGNAGE NOTES GENERAL NOTES LEGEND PROJECT R; 0502 GRAPHIC COMMENTS COMPLEMENTARY ELEVATIONS NOT 5HOWN SHALL RECEIVE SAME OR ® NOTE DE516NATOR-REFER TO DRAWING NOTES ON THI5 SHEET DRAWN BY: CRAIG COMPLEMENTARY FIN15HFo TO MATERIALS 5HONN BELOW CHECKED: c_I THE HONDA'H'15 A q"DEEP,NON-ILLUMINATED 1-060,FABRICATED IN ONE B. NEW EIF5 EXTERIOR 5101%TO BE SCORED IN 4'X8' c x 6RAPHIG5 DE516NATOR-REFER TO SHEET 6-X REVISIONS: OF TWO RADII CURVE-5 U511`16 MOLDED FIBER6LA5 MATERIAL.IT 15 MOUNTED PATTERN.WHEN NOT GRAPHICALLY SHOWN: 8'-0' TO Ti E FACE OF THE ENTRY CYLINDER AND REQUIRES APPROPRIATE BLOGKIN6 4'-0" TO ATTACH THE 516N TO THE CYLINDER.ACCESS MU57 BE PROVIDED WITHIN FEE FIN15H DE516NATOP-REFER TO EXTERIOR FINISH 51,1-IEPULE ON SHEET 26 THE CYLINDER FOR THROUGH BOLT CONNECTIONS. ODRAUJING NOTES — G_2 I. PROVIDE LIGHTING c-a THESE 516N5 ARE INTERNALLY ILLUMINATED"GAN"TYPE 51(5N5 NHICH REQUIRE 2. 516NA6E OCCURS AT CENTER OF OVERHEAD DOORS BLOC KIN5 IN THE EXTERIOR W6LL5 3. STAIRS C2006 BY BALTEUS DESIGN G-4 GROUP, BARRETT SKIVER 4. RAMP CRAIG)1SHESE DRAWINGS ARE THE PROPERTY OF THE IMA6EPOINT IS AMERIGAN HONDAS AUTHORIZED SIbN PROVIDER. 5. 5I6NAGE CENTERED ON WALL ARCHITECT AND MAY NOT ALL EXTERIOR WALL MOUNTED 516NASE HAS SPECIFIC ACCESS,ELECTRICAL BE REPRODUCED. AND SUPPORT(BLOGKIN6)RE6UIREMENT5 WHIGH MUST BE OBTAINED FROM IMA6EPOINT AND COORDINATED KITH DEALERS ARGHITEGT/EN51NEER. DIMENSCONTRACTORSAND VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF ANY ` FOR MORE INFORMATION ON WHERE THESE SIGNS ARE TO BE PROVIDED, VARIATIONS. CONTACT YOUR HONDA PROGRAM MANAG WRITTEN DIMENSIONS HAVEER, PRECEDENCE OVER SCALED DIMENSIONS. .. _ M N SYNTHETIC 5TUGGO p L. N- COLORED METAL PARAPET G C7 ^ M GAP a Z .3 m ao CF-3 V 3 m N N P-6 130'-0" T L a a Ad N 124'-8" i COLORED METAL EMER6ENGY 5GIIPPER5,MATCH GF3 M Q 3 °O GL1 _ PAINTED SPLIT FACED m Oa GMU F ox D-4 D-2 D-2 D-4 D-2 EXPAN51ON JOINTS o A TYR TYR TYR 20'-0"O.G. ROOF DRAIN WEST ELEVATION ROOF DRAIN - - SCALE: 1/8' I'-0' O METAL GLAD CURVED a ENTRANCE CYLINDER = COLORED METAL PARAPET CF-3 EIFS-1 CF-1 CF-2r T-0, GAP Q P-6 M-2 130'-O" B] W 0 127-4" O c T M T 124'-8" 123'-4" Tll 3 � � LL COLORED METAL 5101% _ z z z_ BY ALUGOBOND Q _ oLa c a z a 4 SYNTHETIC STUCCO O - - ELEVATIONS q8'-8" ld4 3 nP S'-0'k4'-O'PANEL ARCHITECT REVEAI- AR-2780 PAINTED SPLIT FACED SOUTH ELEVATION GMu P-6 $GALE: I/S' . 1'-01 2il(Ol '+ BARRETT SKIVER CRAIG STATE OF IDAHO SHEET# 1 ' 1 11-ELEV2 I DATE: MAR 06 PROJECT N: 0502 DRAWN BY. B-CRAIG CHECKED: &CRAIG REVISIONS: 3-22-06 ADD HDW SGHED.B5G REMOVE WINDOW"G" IIINI�I B5G Q o m 02006 BY BALTEUS DESIGN Q N Q Q Q Q Q GROUP,(BARRET'T SKIVER CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITCONTRACTOR CT ANDTORT MAY NOT BE REPRODUCED. CONTRACTOR TO VERIFY A CHI ECT OF ANY OTIFY 0'-O" 4'-0" b'-4" 4 q'-4" IS'-0' 3'-4' 3'-4" 3'4" 3'4' VARIATIONS. ®ANGLE ®ANGLE WRITTEN DIMENSIONS HAVE 14 E3 C D E F I PRECEDENCE OVER SCALED DIMENSIONS. DOOR AND Ffis741"fE SCHEDULE DOOR HARDWARE 5GHEDULE ° Q v 10, 64 DOOR FRAME HARDWARE DOOR DOOR LEVER D MMY CYLINDER ENTRY DEAD BOLT STORAGE OFFICE PRIVACY PA%AGE PUSH FWSH PANIC HINGES HINGES MANSES GL05URE HOG SMOKE FLOOR WALL FLOOR NOTES M 51ZE LOUVER DETAIL FIRE # TYPE HANDLE HANDLE LOCK(SF) LOCK LOCK LOCK LOCK LOCK LATCH PULL BOLTS HDW 35, 45" 5TOREF L GA5KE75 5WEEP5 STOP STOP (7 •f� m N N MARK TYPE MATL GLAZING MATL EL RATING TSETKEY51DE NOTES I STOREFRONT ■ ■ ■ ■ ■ ■ ■ 0HGT HEAD JAMB SILL LABEL2 STOREFRONT ■ • ■ ■ ■ ■ in V NO 3 OH60 4 STEEL EXT ■ ■ ■ ■ ■ ■ ■ (/7 GLJ ~ o. 1 14'-4'10'-0"1-3/4' 5F ALUM YES NA NA ALUM G NA NA NA NA SEE SCHEDULE NA 5 STEEL EXT ■ ■ • • • • ■ u 2 3'-0" T-O" 1-3/4' 5F ALUM YES NA NA ALUM 6 NA NA NA NA SEE 5GHEDULE NA 6 OHlD V a 3 16'-0'10'-0"1-3/4' OH6D ALUM YES NA NA NA A NA NA NA NA SEE SCHEDULE NA 7 STEEL EXT ■ ■ ■ • • • ■ • D01�1-E DOOR ('j� Q 1`�- 4 3'-0" 1'-O" -3/4' SWING STEEL YES NA NA STEEL F NA NA NA NA SEE SCHEDULE NA 8 STEEL EM ■ ■ ■ • ■ ■ ■ 5 3'-0" 1'-O" 1-3/4" SWING STEEL YE NA NA STEEL F NA NA NA NA SEE 5GHEDULE NA 9 STEEL EXT ■ ■ • • ■ ■ ■ + L "�"� 6 16'-0'10'-0"1-3/4" OH6D ALUM YES NA NA NA A NA NA NA NA SEE 5GHEDULE NA 10 OH60 'I 6'-0" '7'-0" 1-3/4" SWING STEEL YES NA NA STEEL I SIM NA NA NA NA SEE 5GHEDULE NA II STEEL EM ■ ■ • • • • ■ O 8 3'-0" 1'-0" I-5/4" SWING STEEL YES NA NA STEEL F NA NA NA NA SEE 5GHEDULE NA 12 570FtEFRONT ■ ■ ■ ■ ■ ■ ■ ■ ■ VEHICLE ACCESS O 1-3/4" SWING STEEL YES NA NA STEEL F NA NA NA - SEE 5GHEDULE NA 13 STOREFRONT ■ • • ■ • C.10 OCR Q 10 10'-0'10'-0"1-5/4" OHOD ALUM YES NA NA NA B NA NA NA NA SEE SCHEDULE NA 14 WOOD ■ ■ ■ ■ H 3'-0" 1'-0" 1-3/4" SWING STEEL YES NA NA 5T[5L F NA NA NA NA SEE SCHEDULE NA 15 WOOD ■ ■ • • F=- 12 Q'-O"13'-O"1-3/4" 5F ALUM YES NA NA STEEL D NA NA NA NA SEE 5GHEDULE VEHIGLE AGGE55 lb HOOD ■ ■ ■ • \\II M u 13 12'-O'10'-0"1-3/4" 5F ALUM YES NA NA ALUM 0 51 NA NA NA NA SEE 5GHEDULE NA IT WOOD ■ • • ■ ■ W v o 14 3'-0" -7-O" 1-3/4" SWING WOOD NO NA NA STEEL I NA NA NA NA SEE SCHEDULE NA 18 WOOD ■ ■ ■ • ■ w 02 15 3'-0" T'-O" 1-3/4" 5WIN6 WOOD NO NA NA STEEL I NA NA NA NA SEE SCHEDULE NA 14 P100D ■ • ■ • ■ 16 3'-0" 1'-0" 1-5/4' 5WIN6 WOOD YES NA NA STEEL H NA NA NA NA SEE SCHEDULE NA 20 WOOD ■ ■ ■ • • 11 3'-0" 1'-0" 1-3/4' 5WIN6 WOOD NO NA NA STEEL I NA NA NA NA SEE 5GHEDULE NA 21 STEEL INT ■ ■ ■ ■ ■ ■ • ■ 18 3'-0" 1'-O" -3/4" SWING WOOD NO NA NA STEEL I NA NA NA NA SEE SCHEDULE NA 22 STEEL INT ■ ■ ■ ■ 19 3'-O" T-0" 1-3/4" SWING WOOD NO NA NA STEEL I NA NA NA NA SEE SCHEDULE NA 23 STEEL INf ■ ■ • ■ ■ 20 3'-O"1'-O" -3/4" SWING WOOD YE5 NA NA STEEL H NA NA NA NA SEE 5GHEDULE NA 24 STEEL INT ■ ■ ■ ■ 21 3'-0" 1'-0" 1-3/4" 5WIN6 STEEL YES NA NA STEEL H NA NA NA 45 MIN SEE SCHEDULE NA 25 STEEL INT ■ ■ ■ ■ ■ 22 3'-0" 1'-0" 1-5/4" SWING STEEL YES NA NA STEEL H NA NA NA NA SEE SCHEDULE NA 26 STEEL INT ■ ■ • • 1-5/4' 5WIN6 STEEL NO NA NA STEEL I NA NA NA NA SEE SCHEDULE NA 27 WOOD ■ ■ ■ • 24 3'-0" 1'-0" I-3/4" SWING I STEEL YES NA NA STEEL H NA NA NA NA SEE SCHEDULE NA 26 5TEEL INT ■ ■ ■ • 25 3'-0" 1'-0" I-3/4" SWING 5TEEL NO NA NA STEEL H NA NA NA NA SEE SCHEDULE NA 29 STEEL INT ■ ■ ■ • 26 3'-O" 1'-O" 1-5/4" SWING I 5TEEL YES NA NA STEEL H NA NA NA NA SEE SCHEDULE NA 30 STEEL INT ■ ■ ■ ■ ■ 21 3'-0" 1'-O" 1-3/4" SWING I WOOD NO NA NA STEEL I NA NA NA NA SEE SCHEDULE NA 31 STEEL INT ■ ■ ■ • ■ DOUBLE DOOR 28 3'-O"1'-O" 1-3/4" SWING STEEL YES NA NA STEEL H NA NA NA NA SEE 51-HEDULE NA 32 STEEL INT ■ • • ■ ■ 2Q 3'-0" 1'-0" 1-5/4" 5WIN6 STEEL YE5 NA NA STEEL H NA NA NA NA SEE 56HEDULE NA 33 OH6D 30 3'-0" 1'-0" 1-5/4" 5WIN6 STEEL YE5 NA NA STEEL I H I NA NA NA NA SEE SCHEDULE NA 34 STOREFRONT ■ • • ■ 31 6'-O" 1'-0" 1-5/4" SWING STEEL NO I NA NA STEEL I I 51MI NA NA NA NA SEE SCHEDULE NA 35 STEEL ■ ■ ■ ■ ■ ■ ■ ■ ■ • ■ • • ■ ■ ■ ■ • ■ 32 3'-O" 1'-0" 1-3/4" SWING STEEL YES I NA NA STEEL F NA NA NA NA SEE 5GHEDULE NA y 33 16'-0'10'-0"1-3/4" OH6D ALUM YES NA NA NA A NA NA NA NA SEE 5GHEDULE NA 34 15'-0' T-O" 1-3/4' 5F ALUM YE5 NA NA ALUM I E NA NA NA NA SEE SGHEDULE NA DESCRIPTION MANUFACTURER MODEL" COLOR NOTES 35 3'-0" 1'-0' I-3/4" SWING STEEL YES NA NA I ALUM I H NA NA NA 45 MIN SEE SCHEDULE NA DOOR HANDLE LATCH LOCK SGHLA6E AL SERIES 62b SATURN LEVER DOOR HINGES HAGAR BB1219 45x45 b26 bD VERIFY IN STEEL FRAMES ALL 5TORERONT5 TO HAVE INSULATED GLAZING,AND THERMALLY BROKE FRAMES DOOR CLOSURE LCH LC 4041 CUSH 6M ALUMINUM SUPER 5MOOIHEE'CLOSURE W/STOP O DOOR THRESHOLD PEFKO 212 A MILLED AWMINIM W WIDE MINIMUM DOOR SMOKE GA5KET5 PER DOOR SUPPLIER d III III I I DOOR FLOOR SWEEPS PER DOOR SUPPLIER 'S WINDOW S C H E D U L E DOOR WALL STOPS IVES W5 402GCV US 260 DOOR FLOOR 5TOP5 I IVES F5 441445 U5 260 SIZE GLAZING Q MARK " WIDTH HEIGHT TY ELEV NOTES PE MATERIAL INSUL OW E CLEAR TINT TEMP GL.BLK.COLOR MFG 3. ul A 12'-61, 1 13'-0" SF ALUM • • • • SILVER I I W/THERMAL BREAKS n\ 0 B 8'-O" 1 13'-0" 5F ALUM • • • • SILVER 1 2 W/THERMAL BREAKS W = D b'-O" 6'-0" SF ALUM • • • • SILVER 1 4 W/THERMAL BREAKS ~ E -O" GL.BLK 6LBLK • • CLEAR 1 5 CLEARSTORY Q ' F q'-O" 8'-O" 5F ALUM • • SILVER 1 5 INTERIOR PARTITION 6 6'-O" 8-O" SF ALUM • • SILVER I 1 INTERIOR PARTITION H 3'-0" 1'-2" 5F ALUM • • • SILVER I 6 MATCH DOOR HEIGHT Z Z 1 3'-4" 4'-0" 5F ALUM • • • SILVER I Q 12NU FLOOR a � � ALL STOREFRONTS TO HAVE INSULATED GLA55 AND THERMALLY BROKE FRAMES rj w W � NOT USED z a z 0 4 0 m �� m ❑❑ m DOOR/WINDOW SCHEDULES LICENS Q p Q ARCHITLICENSECT m Fn Q m Q - � � � O ❑� � � Q AR-27#0 (3 �� ❑❑ 3'-4" yll22�d o "OL BARRETT SKIVER CRAIG q'-0" STATE OF IDAHO 7 4'-0" 8'-0" 4'-0 1 2 3 4 11 5 11 ro 8 e?H ' 9-SC`HED �. I I DATE: MAR 06 PROJECT#: 0502 DRAWN BY: B-CRAIG CHECKED: B-CPAIG REVISIONS: 3-22-0606 ADD HDW%HED,55G REMOVE WINDOW 0 59, Q o Q c? m N GROU BY BALTEUS DESIGN Q r Q Q Q Q CRAIGj THESE DPTAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED.1 El 1z U CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY I6'-0" 10'-0' 4'-0" b'-4' 4'-0' q'-4' 15-0' 3'-4" 3'-4' 3'-4" 3'-4" ARCHITECT OF ANY VARIAT®ANGLE ®ANGLE WRITTEN DIM WRITTEN DIMENSIONS HAVE /\ D E F R! C E I V E D PRECEDENCE MENSIONS.OVER SCALED -- APR 2 0 2006 CRY OF TWIN FALLS BUILDING DEFT. DOOF' AND oR 1FRA IE 5GHEDULE FRAME DOOR HARDWARE SCHEDULE o Q � o M HARDWARE POOP DOOR LEVER OUI W CYLINDER ENTRY DEAD BOLT 5TORAGE OFFICE PRIVACY PASSAGE PUSH FLUSH PANIC, HINGES HINGES HINGES CLOSURE HDC SMOKE FLOOR MALL FLOOR NOTES SIZE LOWER DETAIL FIRE x - TYPE HANDLE HANDLE LOGK(5F) LOCK LOCK LOCK LOCK LOCK LATCH PULL BOLTS HDW 35, 45" TORffRON1LD GASKETS 5NffP5 STOP STOP RATING NOTES I STOREFRONT ■ ■ ■ ■ ■ • ■ N L MARK ND HGT THK TYPE MATL GLAZING HCHGT MATL EL HEAD JAMB SILL LABEL SET I KEY5IDE 2 STOREFRONT ■ ■ ■ ■ ■ ■ o U z Q NO RM NO 3 OHGD L aJ o 4 STEEL EXT ■ ■ ■ ■ ■ ■ ■ (n !-' 1 14'-4'10'-O"1-3/4" 5F ALUM YES NA NA ALUM G NA NA NA NA SEE 561HEDULE NA 5 STEEL EXT ■ ■ ■ ■ ■ ■ ■ > ..� 2 3'-0" T-O" 1-3/4" 5F ALUM YE5 NA NA ALUM G NA NA NA NA 5EE SCHEDULE NA b OHGD 17Q1BLE DOOR N Q FNw- 3 I6'-0'10'-0"1-3/4" OHGD ALUM YES NA tIAE 4 3'-0" T-0" - EL YE5 NA EL F NA NA NA NA 5EE 5GHE53'-0.. 1'-O" I-3/4" SWING STEEL YE5 NA EL F NA NA NA NA 5EE 5GH6 I6'-0'10'-O"1-5/4" OHOD ALUM YES NA A NA NA NA NA SEE SCHEDULE NA 10 OHGD .� �1 6'-O" T-O" I-3/4" SWING STEEL YE5 NA EL 1 51M NA NA NA NA 5EE SCHEDULE NA II STEEL EXT ■ ■ ■ ■ ■ ■ ■ 3O 83'-0.. T- " I-3/4" SWING STEEL YES NA EL F NA NA NA NA 5EE SCHEDULE NA 12 570REFRONf ■ ■ ■ ■ ■ ■ ■ ■ ■ VEHICLE ACGC55q 3'-0" T-O" 1-5/4" SWING STEEL YES NA EL F NA NA NA NA 5EE 5GHEDULE NA 13 STOREFRONT ■ ■ ■ ■ ■ m Q zG10 O'-O'10'-O"I-3/4" OHGD ALUM YE5 NA B NA NA NA NA 5EE SCHEDULE NA 14 WOOD "'II 3'-0" 1'-0" 1-5/4" SWING STEEL YE5 NA EL F NA NA NA NA 5EE SCHEDULE NA 15 WOOD12 q'-0"13'-0"1-5/4" SF ALUM YE5 NA EL D NA NA NA NA SEE SCHEDULE VEHIGLE AGGE55 I6 WOOD13 12'-0'10'-0"1-5/4" 5F ALUM YE5 NA M G SI NA NA NA NA SEE 5GHEDULE NA 11 WOOD ■ ■ ■ ■ ■ O O 14 3'-0" T-O" 1-3/4" SWING WOOD NO NA NA STEEL I NA NA- NA NA SEE SCHEDULE NA 18 WOOD ■ ■ ■ ■ ■ w w 15 3'-0" T-O" 1-3/4" SWING WOOD NO NA NA STEEL I NA NA NA NA SEE 5GHEDULE NA IQ WOOD ■ ■ ■ ■ ■ 16 3'-0" T-O" 1-3/4" 5WIN6 WOOD YE5 NA NA STEEL H NA NA NA NA 5EE SCHEDULE NA 20 WOOD ■ ■ ■ ■ ■ 11 3'-0" 1'-0" 1-3/4" 5WING WOOD NO NA NA STEEL I NA NA NA NA SEE 5GHEDULE NA 21 STEEL INT ■ ■ ■ ■ ■ ■ ■ ■ 18 3'-0" 1'-0" 1-3/4" 5WIN6 WOOD NO NA NA STEEL I NA NA NA NA SEE 5GHEDULE NA 22 STEEL INT ■ ■ ■ ■ Iq 3'-0" T-O" 1-3/4" 5WING WOOD NO NA NA STEEL I NA NA NA NA S EEGHEDULE NA 23 5TEEL INT ■ ■ ■ ■ ■ 20 3'-0" 1'-O" I-3/4" SWING WOOD YES NA NA STEEL H NA NA NA NA SEESCHEDULE NA 24 STEEL iNT ■ ■ ■ ■ 21 3'-0" 1'-O" -3/4" SWING STEEL YES NA NA STEEL H NA NA NA 45 MIN SEEGHEDULE NA 25 STEEL INT ■ ■ ■ ■ ■ 22 3'-0" 1'-O" I-3/4" SWING STEEL YES NA NA STEEL H NA NA NA NA SEEGHEDULE NA 26 STEEL INT ■ ■ ■ ■ a, 23 3'-0" 1'-O" I-3/4" 5WING STEEL NO NA NA STEEL NA NA NA NA SEEGHEDULE NA 21 WOOD ■ ■ ■ ■ 24 3'-0" 1'-O" I-3/4" SWING STEEL YES NA NA STEEL H NA NA NA NA GHEDULE28 25 3'-0" T-O" 1-5/4" SWING STEEL NO NA NA STEEL H NA NA i NA GHEDULE NA 211 STEEL INT ■26 3-O 1'-0" 1-3/4' 5WING STEEL YE5 NA NA STEEL H NA NA NA GHEDULE30 STEELI21 3-O T-O" 1-5/4" 5WING WOOD NO NA NA STEEL I NA NA NA GHEDULE NA 31 5TEEL INT ■ ■ ■ ■ ■ DOUBLE DOOR - 28 3-0 T-O" 1-5/4" SHINS STEEL YES NA NA STEEL H NA NA NA SEE 5GHEDULE NA 32 S7EEL INT ■ ■ ■ ■ ■ 2q 3-0' 1'-O' 1-5/4" SWING STEEL YES NA NA STEEL H NA NA NA SEE SCHEDULE NA 33 OHGD 30 3'-0" T-O" 1-3/4" 5WING STEEL YES NA NA STEEL H NA NA NA SEE SCHEDULE NA 34 STOREFRONT ■ ■ ■ ■ 31 6'-0" T-O" 1-3/4" SWING STEEL NO NA NA STEEL I SIM NA NA NA SEE SCHEDULE NA 35 STEEL ■ ■ ■ ■ ■ ■ ■ ■ ■ 32 3'-0" T-O" 1-5/4" SWING STEEL YES NA NA STEEL F NA NA NA SEE SCHEDULE NA 33 I6'-O'10'-O"I-3/4" OHGD ALUM YES NA NA NA A NA NA NA SEE SCHEDULE NA 34 I5'-0' 1'-O" I-3/4" 5F ALUM 1 YE NA NA ALUM E NA NA NA NA SEE SCHEDULE NA DESCRIPTION MANUFACTURER MODEL• COLOR NOTES O"35 B'- T-0" 1-3/4" SWING STEEL YE5 NA I NA ALUM H 1 NA NA T NA 45 MIN SEE SCHEDULE NA DOOR HANDLE LATCH,LOCK SOLACE 'D'SERIE5 b2b ATHENS LEVER DOOR HINGES HAGAR BB1214 45x4.5 626 26D VERIFY IN STEEL FRAME5 cG ALL EXTERIOR 5TORFRONTS TO HAVE INSULATED GLAZING,AND THERMALLY BROKE FRAMES DOOR CLOSURE LON LG 4044 CV51 68q ALUMINUM "SUPER 5HOOTHEE"CL09M PU 5TOP DOOR THRESHOLD PEMKO 212 A MILLED ALUHMM V WIDE MININNM III DOOR SMOKE GA5KET5 PER DOOR SUPPLIER �^ INDOW S C H E D U L E DOOR FLOOR TOPEPS DOOR SUPPLIER W S DOOR WALL STOPS IVES I'5 402CCV US 260 � POOR FLOOR STOPS IVES FS 441-M U5 26D 51ZE GLAZING MARK WIDTH I HEIGHT TYPE MATERIAL INSUL LOW E CLEAR TINT TEMP GL. BLK,GOLOR MFG ELEV NOTES w A 12'-6" 13'-O" 5F ALUM • • • • SILVER 1 1 VI/THERMAL BREAKS G} O B 8'-O" 13'-0" 5F ALUM • • • • SILVER 1 2 W/THERMAL BREAKS _ D 8'-0" 6'-O" 5F ALUM • • • • SILVER I 4 W/THERMAL BREAKS E 4'-0" 2'-0" 6LBLK GLBLK • • CLEAR 1 5 CLEARSTORY < F q'-O" 8'-O" SF ALUM • • SILVER I 8 INTERIOR PARTITION 6 6'-0" 8'-0" SF ALUM • • SILVER I 1 INTERIOR PARTITION 3'-0 LL H ' T-2" 5F ALUM • • • SR I 6 MATCH DOOR HEIGHT ■ Z I 3'-4" 4'-0" 5F ALUM • • • SILVER I q 2ND FLOOR z Z ALL STOREFRONTS TO HAVE INSULATED GLASS AND THERMALLY BROKE FRAMES V I.0 aii NOT USED a z Q th �� O ❑❑ Q DOOR/WINDOW SCHEDULES LICENSED Q Q Q Q Q ARCHITECT �O N W ❑� Q Q AR•2760 eARRrrr sS `r Q r � Q� slavER cR,vG q-0 'IY 12'-b" 4'-0" STATE OF IDAHO 8�_O�� 4�,-0� g�-0� b�-0�� SHEET# 1 2 9-SCHED n 51M DATE: MAR 015 MASONRY LINTLE SCHEDULE 1 A PRO]ECFB: 0502 8"GMU LINTLE BLOCK W(2)B5 HORIZ. a s DRAWN BY; B-CRAIG Y 3 p a REBAR GONT.TIED TO(2)#5 VERT.REBAR CHECKED: B-CRAIG 13 ®51DE5 OF OPENINGS II'-10' 4' REVISIONS: r� Ib"GMU LINTLE BLOCK VV(2)#5 HORIZ. ❑2 REBAP CONT.TIED TO(2)#5 VERT.REBAR I I ®51DE5 OF OPENI%5 ----- I I 8"GMU LINTLE BLOCK"SPLIT FACED" _ W/(2)B5 HORIZ.REBAR GONT.TIED TO } (2)#5 VERT.REBAR®SIDE5 OF OPENINGS L ----- `------------' Ib"CMU LINTLE BLOCK"SPLIT FACED" PART5 02DD6 BY BALTEUS DESIGN ----- 3 ❑4 W/2)t5 HORIZ.REBAR GONT.TIED TO 22 RISERS®b-22/32" BELOW GROUP,/BARRETT SKIVER ' ----- n (2)65 VERT.REBAR®SIDES OF OPENINGSPROPE+ cRAIG)THESE DRAWINGS ARCHITECT AND MAY NOT 1 r BE REPRODUCED. OF THE _ 14'TJL' ®24"O.c. 24"GMU LINTEL(Ib"LINTEL BLOCK d 8"BOND --_-- a BEAM BLOCK ABOVE,50LID GROUTED TOGETHER) CONTRACTOR TO VERIFY (2)1-3/4"AI-7/8"MIGROLAM LEDGER5 W/(2)#b HORIZONTAL REBAR CONTINJOUS TIED 24 Q^ u'i" 5'-b^ I3'-u" ARCHITECT OFANYY OTIFY ----- YV(2)5/8NIV AB.®Ib"O.G.(TYP) TO(2)#5 VERTICAL REBAR AT 51DE5 OF OPENINGS. VARIATIONS. WRITTEN DIMENSIONS HAVE Rb HORIZONTAL REINFORGI%AT LINTEL5 MU5T PRECEDENCE OVER SCALED EXTEND 30 MINIMUM PAST SIDES OF OPENINGS IN 1 4 4 DIMENSIONS. F-.11 I I I II cc i l l l l l l l I 16RagED GOUR5E5(5TANDARD BLOCK) bb" b'-b' 4b"I7 In 8 1(j 51MP50N 5L5 55 5ADDLE " HANGER HI=Hz=Ib�", I I I III I I I I ( IIIII I I 24'GM)LINTEL 66'LINTEL BLOCK 18"BOND 1�1 I I I I I B I I I I I 1 1 ' I 1 I I I I I I I l 4 BEAM BLOCK ABOVE,SOLID GROUTED TWL I I�LIy vY P O4 MNA 4 W/(2)u6 HORIZONTAL REBAR GONTIR)OU5 TIEDq ooI I I I 1 1 I 1 i I l I 11 I ID4 LBEAM POCKET IN n TO(2)#5 VERTICAL REBAR AT 51DE5 OF OPENINGS. a oI I I I 1 I I I I I I I I I I II I I I I i II I I I I I 4 CMU WALL I AA 1 1 BB I I I I I CC ' #b HORIZONTAL REINFORGING AT LINTEL5 MUST bD co IT UNFINISHED 19 R15ER5®b-i(r," i- V •L o 0 EXTEND 30"MINIMUM PA5T 51DE5 OF OPENINGS IN - 1 1 GROUTED COURSES(SPLIT FACED BLOCK) 5PAGEvil NOTE: U I I I I 11 1 1 1 1 I I I I I 1 1 1 1 1 1 1 bxb PARALLAM POST ' - ��' bxb PARALLAM POST I I I I ' ' I ' I I ' #5 HORIZONTAL REINFORCING AT LINTELS MUST EXTEND 25° cu --�� MINIMUM BEYOND 51DB OF OPENINGS IN GROUTED GOURSE U.N.O. c II I I I I I I I I I I I I 1 1 1 I I I I III I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 " ALL LINTEL5 TO HAVE#5 VERTICAL 0 ib"O.G. D� N a L Q ~ H�I M LLI_ O OI O O ry .__1 v 0. 9'-4' 3'4" q'-4" 3'-4" 4'-4" 3'4" II cq3 O 1 W TJL's®24"O.G. WOOD BEAM SC{--{EDUCE m O° 0 5HONROOM s o AA 5-I/8"x15"GLUELAM 24F-V8 \ 0 x BB 5-1/8"x15"6LUELAM 24F-V4 CC (2) 1-5/4"X9-1/2" MIGROLAM5 2rd FLOOR FRA4 LING PLAN Z 2nb FLOOR PLAN Z SCALE: I/8' = 1'-0' TALL 5 HEQ ILF /�I a / SCALE: 1/5' P-f0' !n. &I REINFORCED GMU WALL SaU,ARE FOOT�iIG let FLOOR 12p62 5F x+ 5TUD5 OR STEEL TUS D55)(ENGINEERED FUTURE 2nd FLOOR 2,400 SF ed 3Y2' SOUND INSULATION OLL d I Ye"T86 PLYWOOD DECKING = GLUED AND SCREWED Lu 0 14" TJL's® 24"O.G. _ 4'-0" (2)1-3/4"A1-711W LVL FEADER5 GLUED AND NAILED 1 44" PAINTED STEEL RAIL Z z ® 36"ABOVE NOSIN65 Q 3 Ys"SOUND INSULATION 5/5"GYPBD O n WLu 5/4"PLYWOOD SHEATHING ro ® SUSPENDED GYPBD GEILIN6 � Z RISERS AND TREADS SYSTEM 13Y U56® 8'-O" A.F.F. pp 2x6's (D.F.#2 OR BETTER) I" z ® 16"O.G. 5/a' 6YPE30 P ° IY4° PAINTED STEEL RAIL 2nd FLOOR PLAN 2x4 STUDS® I6"O.G. P 2xb STUDS® I6" O.G. I-II• ® 36"ABOVE N051N65 5/6" GYPBD m RISERS 400DAND 7 ARCHITECT IN6 LICENSED 4" CONCRETE SLAB W/bxb- nR-z�eo 10/10 W.W.M.ON 3" GRAVEL 2x4 P.T.SILL LEVELING COURSE ° PLATE,,SHOT TO SLAB W/HILTI TYPE FA5TERS F.F.® I ---I00'= ----- �11v' BARRETT SKNER CRAIG - 2x4 RN.OR P.T.SILL 2x12 5TRIN6ER5 ® 12" O.G. 1 /� PLATE,5HOT TO SLAB I DT�4�L ®STAIRS W/HILTI TYPE FASTERS 2x12 STR RS® 12 O.G.INGE " }T-- STATE OF 1DAH0 �2�I )E TA�L. ® STEPS 2x4 5TUD5® I6" O.G. S e CALE: 1/8' - 1'-0' a SCALE: 1/0' = 1'-& SHEET# 8 8-FLPL-2 a6 DATE: MAR 06 C PR03ECTA 0502 14 DRAWN BY: B-CRAIG CHECKED: B•CRAIG 140'-0" REVISIONS: 3-25-06 ADD CONSULTATION AREA WALL DIMEt1510N5,BSG 214" I'-4" 24'-8' 2'-8" b'-4" 2'-1' 3'-4' 32'-b" 3'�'I'-4' 10'-0' I' 7 R O I s0 m OIL ARREL O 21 O 10 i GROUP BY RRETTS DESIGN GROUP(BARBER SKIVER i ^ STORAGE L i PARTS i CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE 1 RECEIVING, ARCHITECT AND MAY NOT Q O 3'-5" , BE REPRODUCED. i in CONTRACTOR TO VERIFY r, DIMENSIONS AND NOTIFY - �__--_14� g - ARCHITECT OF ANY ❑ ---------- -- - ❑ T m PARTS 4 VARIATIONS. 12-10 SF 2 w WRITTEN DIMENSIONS HAVE a 31 8 DIMENSIONS OVER SCALED TOOL 20 STORAGE o o Q 6-0" 14'_g 11 Y ❑ ❑ ?� 14'-b' II'-10' UP o o" 4 p v 4- SERVICE BAYS y 30 - UPS o m g z bA m BREA q-0• T_g" 'L pq o 0 K SALES/CONF. W }; 0 o z2 N _ WORK ROOM O o U a d PARTS/ f�lE BFDG URE 5TOR, Cn L- _+ 4 0 ❑ FTT ® MANAGER --- 1s -5- 2 N 24 _° iQn 5-5' B 18 I m O _. mN L�L]� G�/L Q _--------- ------ --- Lc u25 w GENERAL GENERAL O m❑ OFFICE /-; ANAGER PARTS O m m Q Q 4 V-8'174,! IP I,-4'3'-4- III-4" mg,w 14 O 0 15 , O �^ cv 4 32 28 3 ry \ o 33 1L Q_ 4 4 26 10'-8" 14'-b' II'-10" b'-0' Ib n U? 27 ARRANTY INb o >Ul CLE RETAIL 8'6' _ la'-b 3'4" z-0" BCt 4 ASHIE PARTS CONSULTATION 20'-0" DO ¢� a KIDS PLAY AREA CON TION E ry 4 SERVICE 34 Q { P'b• �,' - n RECEPTION 111-6" I'9 INFO CENTS -- -— ---------- ------ --- DISPLAY 4,p SHOWROOM 12 r Q Q O I i q'-4"UP v v 2 0 4 O O O o 14-0' v F MANAGERS 4 5 OP 6 a'-0" OFFICE N S 5 m CUSTOMER CENTER 8"BLOCK 8'BLOCK i 13 _ Q N W R9• � �4'-8" I'-4" Ib'-0" 1'-4' 3'-4. O 3'-4• g�-0" �_g�� A �• A A A O o 28'-0' 1'� —14--0" — -- ENTRY --- -- — — ----- --- — Q z z 1 Q W O < a z Q 'I'-T• g 9" 5'-0• 9'-0. 14'-4' 2'-4' 18'-0' 2'-0' 13'-6' 13'-b' 14'-4" 1st FLOOR PLAN �'1-A A H WALL 624EDULE 13 Ib LICENSED ® V REINFORCED CMU WALL ARCHITECT AR•s7eo P b 4',6°,8"FRAME WALLS,(ENGINEERED let, F L O O F FLAN Z STUDS OR STEEL STU05) IZi1-� SCALE: 1/0' 1'-0" BARRETT$KIMC AIG SQUAIRE FOOTAGES STATE OF IDAHO Y GON5UL7,47 ION AFEA 15t FLOOR 12,062 5F FUTURE 2nd FLOOR 2,400 SF SHEET :' (4)We'x 10"AB. DATE: MAR06 TRIM PU COLORED METAL PROJECT A 0502 8"xI'-0"x3/a"5TEEL GOLUMN BLOGKOUT FOUNDATION FOR WRAP DRAWN BY: ��G COLUMN AND GROUT AFTER HOLD FOUNDATION DOWN b" SECTIONAL OVERHEAD DOOR bxb PARALLAM GOLUMN CHECKED: GOLUMN IS INSTALLED AND RUN FLOOR SLAB OVER REVISIONS: 3-20-0b (TYPIGAL) 4"GONGRETE SLAB W/RE13AR REV15E DETAIL q/b F.F.® MAT(#4's 0 16'O.G.E.W)ON 3" PER EHM.B5G <- -- 100'-O" 4'GONGRETE SLAB ON GRAVEL LEVELING GOUR5E _ 3"GRAVEL LEVELING COURSE GBbb 5D52 P05T ANCHOR _ vMME.-Im's W/(2)5/8''OTHRU-BOLTS LANDSCAPING a 4"GONGRETE 5LA13 NU bxb- II- - - —2"FOAM INSULATION o _ 10/10 W.W.M.ON 3"GRAVEL _ !L - 1:. GONGRETE FOUNDATION WALL LEVELING GOUR5E - __ - .i I-m II___, c1 2006 BY BALTEUS DESIGN ' r = 1 .Q -ry I b' �.C . I'llv I —I — _-1 W/(4)#4 HORIZ.REBAR(5P. ° GROUP,T(BARRETT SKIVER mq = 1= � a 2,-ITH I I-2 ENGINEERED FILL TO - -=Q �' EVENLY)d(I)#5 VERT.REBAR • F.F.® ARSE THE PROPERTY OP THE _ —I'-2"xl'-0"CONCRETE PIER W/ BE COMPACTED TO q5% _ ,. I ^� ®24"O G.,TIED TO REBAR IN - - -_ �- --'J-- =z- 100'-O" ARCHITECT AND MAY NOT I BE REPRODUCED. (4)#5 VERT.REBAR(10"HOOKS I' a - _ 1�=.I.��,�1�8n 11 • I' ICI II�� I __ �' d _ CONTRACTOR AND NOTIFY TIED TO HORIZ.REBAR IN F76)d FOOTING.(ALT.STAGGE _ _ VERIFY #3 TIE5®12"O.G. 1 �llt - 2"FOAM INSULATION- I ARCHITECT OF ANY L - 4 Q •{LI '{�I= - VARIATIONS. _ _ WRITTEN DIMENSIONS HAVE •- r '< _ - I 2'-O'XI'-0"GONT.SPREAD III IIu �I II jJ - UNDISTURBED 501L OR PRECEDENCE OVER SCALED 2'-6"x2'-6"xI'-O"PAD FOOTING L == Q FOOTING W/(3)#4 HORIZ. —Tf f= 1=�_ ' ENGINEERED FILL. TO DIMENSIONS. W/(3)#5 HORIZ.REBAR E.K. i_ - REBAR GONT. 1'-b" I'-6' BE GOMPAGTED TO q5% - -, GONG.FOOTING W/(5)#5 3'-0" �- UNDISTURBED 501L OR RE13AR(EACH WAY) M N • UNDISTURBED 501E OR =1111_.:-,1. - m- 8° 8' 8' EN6INEERED FILL. TO o^ 8" 1'-2„ 8" ENGINEERED FILL. TO 2'-0„ BE GOMPAGTED TO q5% Q y BE GOMPAGTED TO q5% t-� t7 'G N M 2 10 D TAIL I I D TAIL L 6' COLUMN FOOTING z •- o 0 0 V b N N OVERHEAD DOORS 6 SCALE: 3/4' - I'-0' (2)DETAIL - STEEL COLUMNS b SCALE: 3/4' = 1'-0" C L, a"► V) ;� e SCALP: 3/4' 1'-0" � Y i F L, 'n M 1-1/4"O PIPE HANDRAIL I'-10" ...� J L z m 2xb's(D.F.#2 OR BETTER) dINTERMEDIAIE RAIL 1-1/4"O PIPE HANDRAIL(PAINTED) ®16"O.G. PROVIDE OR HANDRAIL IN WALL (PAINTED) WHERE OCCURS A M= A5 REO.FOR HANDRAIL V o � _�c 3x3)4"5TEEL PLATE W/Y2"xb" 1-1/4"(P PIPE P05T5® ui 6YP50 2xb R.W.OR P.T.51LL PLATE WIELD STUD®8'-0'O.G. MAX W-O'O.G. 1 0 p W/I/2"x10'ANCHOR BOLTS MAX.(EMBED IN GONG) 6-6"GLEAR ®4'-0"O.G.AND 1'-0"FROM Q (PAINTED) 30W4"5TEEL PLATE WUY2'xb" N W 4'GONGRETE SLAB W/bxb- END5 Q WELD STUD®8'-O"O.G. 10/10 WW.M.ON 3"GRAVEL in I'-O" I'-0' MAX.(EMBED IN GONG) 14"EXPANSION JOINT W/ LEVELING COURSE ----- 5EALANT(TYP) Yz'RADIt� �` 4"GONGRETE SLAB W/6x6- 4'CONCRETE SLAB hU bxb- F.F.® o 10/10 W.W.M.ON 3'6RAV13 10/10 W W.M.ON 3"GRAVEL LEVELING COURSE LEVELING GOUR5E TH #4 RE13AR®NO51NG5 I—III -•, r THICKEN 5LA13 A5 REQUIRED -_- - - -I °� I'-4"xb"GONGREIE SPREAD Il— I Q _- #4 REAR®32"O.G. I I-�-�I N FOR WELD 51UD COVERAGE FOOITNG NU(3)#4 HORIZ. - GONG.FOOTING l^U(3)#4 2'-0" #4 VERTIGLE REBAR m 5" "b" 5„' ' REBAR 11 �I== - ®32"O.G. ITIIII Y�"EXPANSION JOINT d SEALANT HORIZ.REBAR 1'-4" �I11=1 d b"GONGRETE WALL5 (1)#4 HORIZONTAL RE13AR (2)#4 HORIZONTAL REBAR b° TOP AND 130TTOM O WAGED EVENLY (}— 12 DETAIL 0' THICKENED FOOTING a' {�� S 6 SCALE: 3/4' = 1'-0' 13 D E TA I L w INTERIOR HDG RAMP 14 DETAIL m CONCRETE STEPS ` T( 6 SCALE: 3/4' I'-O' e SCALE: 3/4' . 1'-0' `v ul 0 0 O a F- c Q V LL La o a z Q CONCRETE DETAILS LICENSED ARCHITECT AR-2780 ]CR-AIG BARRETT SKIV ,. b. STATE OF IDAHO SHEET# 6-CONCDET2 DATE: MAR 06 b""SPLIT FACED"G.MU. PILASTER WHERE OGGUR5 8""SPLIT-FAGED"G.M.U. PROJECT#: 0502 #5 VERT.REBAR a 16"O.G. OEYONP) DRAWN BY: B-CRAIG LAP BAR5 30'MIN. CHECKED: .B-CRAIG b"CONCRETE SLAB,NU REBAR 0 CONCRETE SLAB W/REBAR #5 VERT.REBAR a lb"O.G. REVISIONS: MAT(#4's a 16"O.G.EAJ ON 3" MAT 04's®1611 O.G.EYJJ ON 31 LAP BARS 30"MIN. 8"G.M.U. GRAVEL LEVELINb COURSE GRAVEL LEVELING COURSE #5 VERT.REBAR o 16"O.G. F F.a 8'BOND BEAM W/(2)#4 F F a 8"BOND BEAM W/(2)#4 LAP BARS 50"MIN. �98'-b--- HORIZ.REBAR GONT.®4'-0' HORIZ.REBAR GONT.®4'0" r�_ -. O.G. q a _---: --- O.G. - 142"FOAM AND SYNTHETIC 4"CONCRETE SLAB W/6x6 - 5TI1000 W/REINFORCED 2"FOAM INSULATION -_ - = - CONCRETE FOUNDATION KALL 2'FOAM INSULATION - _ 1_ (rl I I GONGREIE FOUNDATION WALL 1010/LEVELI GORSE GRAVEL 'IMPACT"MESH(MERE itSIZESL I I =�i-P W/(4)#4 HORIZ.REBAR(5P. )TI =7 =f I��(-� T K(4)#4 HORIZ.REBAR(5P. ®2006 BY BALTEUS DESIGN OGGUR5) �_ �cv - EVENLY)d(1)#5 VERT.REBAR iII _ I� ry EVENLY)d(1)#5 VERT.REBAR GROUP,(BARRETT SKIVER 8"BOND BEAM W/(2)#4 I - ° ��.'_ -1(• I_ CRAIG)THESE DRAWINGS _AQ ter A a l6"O.G.,TIED TO REBAR IN �_ f 16"O.G TIED TO REAR IN ARE THE PROPERTY OF THE ENGINEERED FILL TO (-1 = EN61NEERED FILL TO IL �I ARCHITECT AND MAY NOT �; �" -- -____-- a. HORIZ.REBAR GONT.a 4'-0" BE COMPACTED TO q5% I=11) FOOTING.(ALT.STAGGER) _= 1=1 fi T[l�1 FOOTING.(ALT.STAGGER) BE REPRODUCED. O.G. - EXTEND VERTICAL BARS 30" BE GOMPAGTED TO q5% _ a EXTEND VERTICAL BARS 30 CONTRACTOR TO VERIFY MIN INTO GMU WALL5 MIN INTO CMU WALL5 DIMENSIONS AND NOTIFY 2"FOAM INSULATION - ,_- _ 9 — CONCRETE FOUNDATION WALL ° ARCHITECT OF ANY VARIATI r -IS. JI-1�i=III NU(4)#4 HORIZ.REBAR(SP. °a - 2 O°xl'-0`GONT.SPREAD °a 2'-0"xl'0"GONT.SPREAD WRITTEN DIMENSIONS HAVE EVENLY)B(1)#5 VERT.REBAR PRECEDENCE OVER SCALED UNDISTURBED 501E OR FOOTING W/(5)#4 HORIZ. UNDISTURBED 501E OR FOOTING W/(3)#4 HORIZ. DIMENSIONS. ENGINEERED FILL TO - -I Ti--f f f �QI1-wrl ®16"O.G.,TIED TO REBAR IN REBAR GONT. REBAR GONT, BE COMPACTED TO 95% =L, _TIE FOOTING.(ALT.5TA6GER1 BE COMPACTED TO 95% 8" 8" 8" BE GO RED FILL. TO ENGINEERED PILL. TO EXTEND VERTICAL BARS 30" COMPACTED TO q5% 8" 8" 8" 11L_TI _��- . ITI` MIN INTO(MJ WALL5 2�-0 2'-0" li. I- ill -.1i �I� a d� LIB r_ I -flJD 2 D E T A 1 L g PARTS NORTH WALL L __1 E T A 1 L ® SERvICE/PARTS WEST/SOUTH WALL z en c c _. i - _ N N xl'-0"GONT.SPREAD 5 SCALE: 3/4' . 1'-0' s SCALE: 3/4' . 1'-0" C7 i m -Q FOOTIN6 W/(3)#4 HORIZ. V `j d REBAR CONT. �n UND15TURBED SOIL OR :Q Uu' N 8" 8" 8' ENGINEERED FILL. TO 8"G.M.0 PILASTER N OFFICE PARTS L.L] 2'-0' BE COMPACTED TO q5% GROUTED SOLID GROUTED �p"C.MU. 8"G.M.U. 03 LATERAL TIE-5 a 16"O.G. .�.� V m #5 VERT.REBAR a 16'O.G. 1�"RA FURRING STRIPS a #5 VERT.RE13AR a 16'O.G. O 6"CONCRETE SLAB K REBAR Ib"O G.,I)�"RI61D INSULATION LAP BARS 30"MIN. m LAP BARS 30'MIN. AND/e"6YPBD. 9 9 x MAT(#4's a I6"O.G.E WJ ON 3" s e tt'� GRAVEL LEVELING GOUR5E I J/ T L *�TYPICAL 8'EXT.WALL F.F.a b'BOND BEAM W/(2)#4 4"CONCRETE SLAB W/bxb- 8"BOND BEAM W/(2)#4 \ O XO HORIZ.REBAR GONT.a 4'-0" ^oc SCALE: 3/4' . 1'-0' �q8-8"--- __- __ HORIZ.REBAR GONT.a 4'-0" 10/10 WHIM.ON 3"GRAVEL --` - - OL^• LEVELING COURSE O.G. 2"FOAM INSULATION _ I'-4"xl'-4"x2'-6"CONCRETE PIER F a GONGRETE FOUNDATION WALL _ �---- W/(3)#4 HORIZ.REBAR(SP. - -T W/(4)#5 vERT.REBAR d#3 TIES 100-0" - ---�;-�- + , aj =�I- a 12"O.G.RUN FOUNDATION HORIZ. EVENLY)b(1)#5 VERT.REBAR REBAR THROUGH,(TYPICAL)EXTEND ENGINEERED FILL TO a 1611 O.G.,TIED TO REBAR IN ENGINEERED FILL TO I.�1� I�I}= VERTICAL BARS INTO GMU-36'UP BE COMPACTED TO q5% FOOTING.(ALT.5TA66ER) BE COMPACTED TO q5% I=_: , ON VERTICAL BARS IN GMU tDgBF.-8----- -- -- - EXTEND ALTERNATE VERTICAL _ t BAR5(32'O.W INTO CMU 1 ABOVE(50"MIN LAP ON [ 4 •ram . �'• - 2'-8'x2-8"WIDENED VERTICAL BARS IN GMU) Q II- I UNDISTURBED SOIL OR ° ° FOOTING IN(4)#4 HORIZ. _ EN6INEERED FILL. TO b. 1,_4, b, REBAR E.W. BE COMPACTED TO 45% 5QUARE I 2'-0"xI'-O"GONT.SPREAD UNDISTURBED SOIL OR 8" 8" b" FOOTING NU 0)#4 HORIZ. ENGINEERED FILL. TO 2--o"' REBAR GONT. STOREFRONT DOOR SYSTEM b°HOLD FOUNDATION DO BE COMPACTED TO q5% 4— WN � O �~ 4"CONCRETE SLAB ON 3" AND RUN FLOOR SLAB OVER / 5 \D E TA I L $HOP PILASTERS a Z GRAVEL LEVELING COURSE (TYPICAL) 5 SCALE: 3/4' . 1'-0' b ID TA I L o OFFICES/PARTS WALL F.F.a w Too'-0.1 5 SCALE: 3/4' . I'-O' g < ENGINEERED FILL TO 0 0 BE COMPACTED TO q5% _ - -" - bxb PARALLAM COLUMN 2 Q T�Q "FOAM INSULATION V r�ry , 1VA !mg 8,l C.M.U. CONCRETE FOUNDATION WALL Q IN(4)#4 HORIZ.REBAR(SP. _ _ #5 VERT.REBAR a 16'O.G. GB66 5052 P05T ANCHOR �f EVENLY)E(U#5 VERT.REBAR " W/(2)5/8'OTHRU-BOLT5 N b'CONCRETE SLAB W/REBAR LAP BARS 30 MIN. I- - o 24"O.G.,TIED TO REBAR IN MAT(#4's o 16'O.G.EA)ON 3° 6"CONCRETE SLAB NV REBAR w W � Q - I _ FOOTING.(ALT.STAGGER) GRAVEL LEVELING COURSE 8"BOND BEAM W/(2)#4 MAT(#4's a Ib"OG.EWJ ON 3" O < - - 2'-0"xl'-0"GONT.SPREAD F.F.a HORIZ.REBAR GO -0 NT.o 4' " GRAVEL LEVELING COURSE c� Z �¢ Q FOOTING W/(3)#4 HORIZ. O.G. =I ,! a - - REBAR GONT. a --- - -. e F.F. •I�. a — ——— -a''4'- --- q8'_8„ CONCRETE DETAILS -I -• 2'-0"xI'-0"CONT.SPREAD "-n° - UNDISTURBED 50L OR 4 8° 8" g, ENGINEERED FILL. TO = ---�, a - I7 FOOTING NU(3)#4 HORIZ. LJ - REBAR CONT.�� a 2,-0„ BE COMPACTED TO q5% ,1I�" �I 1 -BTRI _i T UNDISTURBED 501L OR " 8" ENGINEERED FILL, TO _ I - = r -, ! ^ LICENSED V. 8 UNDI5TURBIED SOIL OR BE COMPACTED TO 015% ENGINEERED FILL. TO ARCHITECT T 80 � 2'-0" I'q" 1'4, BE COMPACTED TO q5% L `E 1 D E T,41 L -ENTRY CYLINDER GONG.FOOTING NU(4)#5 s SCALE: 3/4' 1'-0' REBAR(EACH WAY) 3{'" 7 IDETA I L o SHOP INT.WALL 8 D T,4I L BARRETFSI MCM/G $ SCALE: 3/4' 1'-0' W COLUMN FOOTING s SCALE: 3/4' 1'-0' sT TEOF IDM: '�HEET -CONCDETI DATE: MAR 06 b"GONGRETE 5LAB W/REBAR PROJECT R: 0502 MAT(#4'9®161 O.G),ON ENGINEERED DRAWN BY: KPAIG HOLD FOUNDATION DOWN b"AND POUR FILL GOMPAGTED TO 95%AND 3" CHECKED: B CMG FLOOR SLAB OVER(TYPICAL®ALL GRAVEL LEVELING GOUR5E. � OPENINGS) 3 REVISIONS; s s 140'-0" 12'-0" 21'-4" 3'-4" I'-4" I6'-0" 1'-4" 24'-5' 2'-8' 6-4" 3'-8°3'-4" 36-0" 3'-4" 1'-4" 10'-0' 1'-4"4'-0" — -- -- — — — — — — i — — — i, — — — — — — — — — — -- —t-�— 02006 BY BALTEUS DESIGN GROUP,(BARRETT SKIVER CRAIG)THESE DRAWINGS I'1 1 IIII 2 ARC ITECT°PERTY AND MAY NOT ARE THEIIII IIII I s OF THE BE REPRODUCED. b"GONGRETE SLAB W/REBAR I �—UNDERGROUND EXHAUST i i i q CONTRACTOR TO VERIFY MAT(#4's®Ib"O.GJ,ON ENGINEERED SYSTEM IIII (i1 -8" I ! Q ARCHITECT OONS F AND NOTIFY '' 11 6 VARIATIONS. ` FILL COMPACTED TO 95%AND 3" GRAVEL LEVELING GOUR..iE, I I I IIII -I .IIII 5 I N WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED ' I I 5 IIII I I DIMENSIONS. 1 1 o— I o I i 1 IiiI 26-4" 5'-0. 14'-8" II L - - -JiIL - - - - - - - - - - - I m _ -," -- _-__-_ i F _II — — — I — — I —� Q 4" AB GOWRETE 5L IN bxb-10/10 V � Q _ a C4M N I I III IIII — W.W.M. ON ENGINEERED FILL Z bA •= I I i i I v i i i COMPAGTED TO 95%AND 3" C7 '�v an N$ IIII I I 'L —1 I fF'40 I I GRAVEL LEVELING GOUR5E. cu`3 V II ;o I � I F.P. 3 I 98'-g° 11' 11'-," I I I u N III r I IIIII I ° LZ J Q it �ii M 4-1b z= IT — — — — — —7 I Q 14'-" =0" 3'-4" 21-01 I FF.® 6 I'ti I W.W M N R TE 5 ERED IN bx6-10/10 FILL GOMPAGTED TO 45%AND 3" ( _ 4'-1" GRAVEL LEVELING GOUR5E. - H 5 198-8' 114 16 16 GA" I R I � up _ ° ( N 4"GONGRETE SLAB IN bxb-10/10 4'-8" I'-4' Ib'-0"— I'4" 3'-4" -4° 8'-0" 2� 14b" q'-6 I _ _ _ 5%W.WM. ON ENGINEERED FILL GOMPAGTED TO 9 AND 3" O 4'CONCRETE 5LA13 W/REBAR 28'-O' 1'-4" 14--0" I GRAVEL LEVELING GOUR5E. MAT(#4's®16"0.0,ON ENGINEERED 42'-0" I y I I N FIH ELIN ° R AND 31 6RA LLEVELNGDOUE I co to �- - - - - - - - - - - - - - - - - - - - � P N o --- -- --- �° / ---- - --- ----- E- o Q =s Z I'-4" 12'-6" 1' I'-10" 9 I'-6" 12'-b" 12'-b" 12'-b' 1'-4" 18'-0" I-0' 43'-4" 10" WLu x I "ANGHOR BOLT5®3'-0" O.G.®CURVED I I WALL FOOTING/FOLMDATION ASID FOOTINCH & FOUNDATION FLANSCALP: 1/S' I'-m' STATE \ 4-FTGFNID DATE: MAR 06 G PROJECT#. 0502 14 DRAWN BY: B-CRAIG CHECKED: B•CRAIG 140'-0' REVISIONS: 3-23-0(J 66'-0" _ II'-I° b0'-5" ADD CONSULTATION AREA 21'-4' I' I'-4" _ WALL DIMENSION.B56 4 4 8 = n ®2CA6 BY BALTEUS DESIGN R O OIL ARREL O N 21 9O 10 µ GROUP,(BARRETT SKIVER STORAGE PARTS CRAIG)THESE DRAWINGS O RECEIVING' ARE THE PROPERTY OF THE 4 ARCHITECT AND MAY NOT BE REPRODUCED. `r CONTRACTOR TO VERIFY ____ DIMENSIONS AND NOTIFY ❑ I_ ___-._ __________I ❑ m �_._....._1q�-4____..i g ARCHITECTOFANY Q — in PARTS Q VARIATIONS. \„ 1210 SF IE� WRITTEN DIMENSIONS HAVE 31 PRECEDENCE OVER SCALED "D TOOL T7- DIMENSIONS. 4 STORAGE p,m 4 � Q rn 04 - a a SERVICE BAYS Y 30 — UP I RECEIVED Q b , m N BREAK 4_0 T$" a APR 20 20D6 m N SALE$/CONE. ;- CITY OF TWIN FALLS N 0 0 D 4 BUILDING DEFT. ty U +- PARTS/ 22 \ WORK ROOM O o p v a 4 OE ® ® 5 SERVICE N BROG URE 5TOR. - MANAGER 2 --- 1s > w JA I 4 5'S' G,,1 = I� N Q t= p„ 18 _ m 17 II'-8" 14'-5" a� v 25 E GENERAL » GENERAL [p 3 2 O O ❑ 1 § PTE:rIARTS a v OFFICE O n -\MAN,4GER O 4 CYO CD O - T-4" 4'-O' ' '-4' 4 p 0 t4 15 33 W O.. GASHIE 4QARTS log b" 6 CONSULTATION 5-0' V-0" I6 6'�' U? 27 RRANTY PENIN6 14'-b" 3'-4' -0" m , GLE RETAIL 4 20'-O" O w o KIDS PLAT N 3 — AREA CONS ATION A --- 1, E IN 14 SERVICE Ss - RECEPTION e� INFO CENTER ------^---- —-- -------_.... ._...__..'---' DISPLAY �� SHOWROOM 12 O Y Q Q q� c O 2 UP—_ O Rim • OO 5 14-0 qb. F MANAGERS A �4 O w OFFICE O w B m CUSTOMER CENTER 8"BLOCK 'BLOCK � 13 4 13 Lo � N — — Latd Rv p O 4'6' 1'-4- 161,01 1'-4" V-4' Y-4' 8'-0" 2'-8' A A A A 0 �� c I'4 --... ENTRY 25'-0" 14'-0" � Q J 42'-0' — w LL 1 H F•^ W Lu p .c. z 4 q'-0" q'-0" 6'-' b'-w 6'-q" 6'q" 6'-q" 1'-T' 14'-4" 1st FLOOR PLAN T8' A H LUALL SCHEDULE 13 I6 — LICENSED ® 8"REINFORGED GMU WALL ARCHITECT A0.-2780 4"b",8"FRAME WALL5,(ENGINEERED 1st. FLOOR PLAN 5TUD5 OR 5TEEL 5TUD5) SCALE: 1/8' e P-0" i�r BARRETi SKIVER CRAIG SQUARE FOOTAGES STATE OF IDAHO CONSULTATION AREA Ist FLOOR 12,062 5F SCALE: 1/8' . 1'-0' FUTURE 2nd FLOOR 2,400 5F SHEET# 7-FLPL•1 I (4)%"x 10"A.B. DATE: MAR 06 TRIM IV GOLORED METAL PROJECT s: 0502 8'xl'-O"x9/B'STEEL COLUMN �P DRAWN BY: B-CRAIG COLUMN FOUNDATION FOR C A COLUMN AND GROUT AFTER HOLD FOUNDATION DOWN b" SECTIONAL OVERHEAD DOOR bxb PARALLAM COLUMN CHECKED; B-CMG COLUMN 15 INSTALLED AND RUN FLOOR SLAB OVER REVISIONS: 3-20-06 (TYPICAL) 4"CONCRETE SLAB W/REBAR REV15E DETAIL 01/6. F.F.® MAT 04's 0 16"O.G.EAJ ON 3" 4: 100'-O" 4"CONCRETE SLAB ON GRAVEL LEVELING COURSE PER EHM.BSG °- _ 3'GRAVEL LEVELING GOURSE GBbb 5D52 POST ANCHOR F.F. W/(2)5/8"OTHRU LANOSGAPING BOLTS 4"CONCRETE SLAB W/6x6- I]Jj�1111 2"FOAM INSULATION o tl 10/10 W.W.M.ON 3"GRAVEL l Iif _Q II CONCRETE FOUNDATION WALL LEVELING COURSE EmEhill-=L 02006 BY BALTEUS DESIGN W/(4)#4 HORIZ.REBAR(SP. • GROUP,(BARRETT SKIVER TI- -- _( _:r ENGINEERED FILL TO EVENLY)d(I #5 VE AR CCRAIG)THESDRAWINGS RA WINGS = —I'-2"xl'0"CONCRETE PIER W/ BE COMPACTED TO gSSK - = I ' ° EVE ) ) RT'REB • F.F.® RE E PROPERTYF HE °° _ -z� 0 24"O.G.,TIED TO REBAR IN - -----b= --- =- =;� 100'-0" ARCHITECT AND MAY NOT =1�I- •' Till �� _ (4)#5 VERT.REBAR(10"HOOKS BE REPRODUCED. I T ^ FOOTING.(ALT.5TAGGER) TIED TO HORIZ.REBAR IN FTC)dID CONTRACTOR TO VERIFY #3 TIES®12`O.G. 8'_fli = 2 FOA LATION 4 ARCHITECTENSIGN OF ANY NOTIFY M INSU )I�� I� ° ° 4 (— _- ° � — — VARIATIONS. -— IVlIT �jj� �_ _ dE ..: 4'-O°x4'-0"xlb"PAD FOOTING -° _ _ 2 TING W/(3)#4 HORIZ. — — —I - I — WRITTEN CE OVER SCALED E II-11� If 11 ( _- UNDISTURBED SOIL OR PRECEDENCE Q 4 W/(4)#5 HORIZ.REBAR EA.. _ REBAR GONT. I'-b" �I,bll= I�=1110 BE GOMPAGTED TO 5%EN61NEEPED FILL. TO DIMENSIONS. °•° CONG.FOOTING W/(3)#5 -I III LIT#} UNDISTURBED 501L OR REBAR(EACH WAY) 3-0" Q UNDI5TURBED 501L OR gI'll b I"I gll ENGINEERED FILL. TO o a 1'-5" ENGINEERED FILL. TO 2'-0"' BE COMPACTED TO q5% o Q BE COMPACTED TO g5S5 oe RECEIVED 0" z . �c 10 DETAIL 11 DETAIL COLUMN FOOTING APR 2 0 2006 V gm N I �] • OVERHEAD DOORS 6 SCALE: 3/4' I'-0' CITY OF TWIN FALLS N L q D�TAIL -STEEL COLUMNS e SCALE: 3/4' I'-0' BUILDING DEPT. U e SCALE: 3/4' 1'-0' L^ OJ t N lid ¢ I✓ 1'0" N 2xb's(D.F.#2 OR BETTER) I-I/4"(P PIPE HANDRAIL _ ®16"O.G. PROVIDE BLOCKING IN WALL 4INTERMEDIATE RAIL 1-1/4"m PIPE HANDRAIL(PAINTED) A5 REG.FOR HANDRAIL (PAINTED) WHERE OCG1R5 m U O Z x 301d'4"STEEL PLATE W/14"xb" -GYP _ 9Yp' BD 1-1/4"0 PIPE P05T5 III ",y 2x6 R.W.OR P.T.SILL PLATE VELD STUD®8'-0"O.G. MAX&-0"O.G. \ V9/1/2"AO"ANCHOR BOLT5 MAX.(EMBED IN GONG) 3'6"CLEAR "' O c 4'-0"O.G.AND 1'-0"FROM (PAINTED) 50x)44"STEEL PLATE WlY2"xb" 4"CONCRETE SLAB Wl bxb- EN05 Q N VELD STUD®6-0"O.G. 10/10 W.W.M.ON 3"GRAVEL MAX.(EMBED IN(ONG) LEVELING COUR5E Y2"EXPAN51ON JOINT NU Y2'RADIUS �` 2 SEALANT(1YP) 4"CONCRETE SLAB W/bxb- F•F• 4"CONCRETE 5LAB W/bxb4 - -- a_ _ - 10/10 WW.M.ON 3"GRAVEL ° R `D• �d w `r LEVELING COURSE VEL >- a - 100'-O' LEVELING COURSE -IIIf 4 - > _ .. 1� I - #4 REBAR®N051N65 IIri RBI t ��h II = a ," IIII.III - ='I THICKEN SLAB A5 REQUIRED I'-4"x8'CONCRETE SPREAD #4 REBAR®32"O G. �(] - F " FOOTING W/(3)#4 HORIZ. N OR WELD STUD COVERAGE #4 VERTIGLE REBAR REBAR GONG.FOOTING W/C3)#4 2'O° ®32"O.G. YY EXPANSION JOINT d SEALANT HORIZ.REBAR - - 0.4 6"CONCRETE WALLS (I)#4 HORIZONTAL REBAR III (2)#4 HORIZONTAL REBAR b" TOP AND BOTTOM 0 12 D E TAIL 8' THICKENED FOOTING SPACED EVENLY 47 6 SCALE: 3/4" 1'-0' 13 DETAIL ® INTERIOR HDC RAMP 14 D E TA I L a CONCRETE STEPS b SCALE: 3/4' . 1'-0' 6 SCALE: 3/4' 1'-0' _j •v w CI 0 O o Q LL z O a a Z 4 CONCRETE DETAILS z RAW STATE OF IDAHO SHEET# b 6-CONCDET2 DATE: MAR 06 8""SPLIT FACED"C.M.U. 8"'SPLIT-FADED"G.M.U. PROJECT N: 0502 #5 VERT.REBAR®16"O.G. PILASTER WHERE OCCURS - B-CRAIG (BEYOND) DRAWN BY. LAP BARS 30"MIN. CHECKED; B-CRAIG b"CONCRETE SLAB W/REBAR 6"CONCRETE SLAB NU REBAR #5 VERT.REBAR®16"O.G. REVISIONS:4-15-05,REV MAT(49®16"O.G.EAJ ON 3" MAT(#4's®16"O.G.EA)ON 3" LAP BARS 30"MIN. DETAILS 5,b AND T 8"C.M.U. GRAVEL LEVELING COURSE r! GRAVEL LEVELING COURSE FOR WIDER FOOTING #5 VERT.REBAR®16"O.G. F F.® 8"BOND BEAM W/(2)#4 F' 8"BOND BEAM W/(2)#4 55C LAP BARS 30'MIN. =--- HORIZ.REBAR CONT.®4'-0" $F' ® -- HORIZ.REBAR CONT.®4'-0" g8'8° g8'8" -_ -- 1-Ys"FOAM AND SYNTHETIC _--`� - - O G. a` _--. __ D.G. 4"CONCRETE SLAB INI bxb 5=0 W/REINFORCED - _ - 10/10 KN.M.ON 3"GRAVEL "IMPACT"MESH(WHERE 2°FOAM INSULATION - _ ., CONCRETE FOUNDATION WALL 2"FOAM INSULATION - ' . . �: --- _ CONCRETE FOUNDATION WALL LEVELING COURSE OCCURS) � - -L¶ T� - Flo W/(4)#4 HORIZ.REBAR(SP. f -_ . I ��i J II_9 _ 1 PV(4)#4 HORIZ.REBAR(5P. 02006 BY BALTEUS DESIGN �= =� EVENLY)E(U#5 VERT.REBAR --(1(�I j�'; 111J-f�Ij.N.Tlr EVENLY)a(U#5 VERT.REBAR cRouP,(BARRETT SKIVER CRAIG)THESE DRAWINGS �-_--- a HORIZ.REBAR GONT.a*-0" ENGINEERED FILL TO TIT P�1 �� FOOTING.(ALT.STAGGER) ENGINEERED FILL TO I .,• -R IN �I�I ®Ib"O.G.,TIED TO REBAR IN ARE THE PROPERTY OF THE 8"BOND BEAM W/(2)#4 TF _ 1 FOOTIN VERTICAL BARS 30' ITI I B I{ l j��I-=11��' BE REPRODUCED. D MAY NOT mr - 100 - - _ _ EX TING.(ALT.STAGGER) BE REPRODUCED. BE GOMPAGIED TO 95Ai _ BE COMPACTED TO q% TEND VERTICAL BARS CONTRACTOR TO VERIFY +I O.C. - _ I. MIN INTO GMU WALLS DIMENSIONS AND NOTIFY 2"FOAM INSULATION __ T--.. - - •a MIN INTO GMU WALLS ° ARCHITECT OF ANY „ CONCRETE FOUNDATION WALL i. TI Q VARIATIONS. _-�L:=1111=i III_ W/(4)#4 HORIZ.REBAR(5P. 2'-0"xl'-0"GONT.SPREAD 'a 2'-0"xl'-0"GDNT.SPREAD WRITTEN DIMENSIONS HAVE EVENLY)d(1)#5 VERT.REAR PRECEDENCE OVER SCALED - ®Ib"OG TIED TO REBAR IN UNDISTURBED 501L OR 4 HORIZ. UNDISTURBED SOIL OR W/(3)#4 HORIZ. DIMENSIONS. AR ° FOOTING hV(3)# ° FOOTING ENGINEERED FILL TO 4� FOOTING (ALT.STAG ENGINEERED FILL. TO REBAR CONT. ENGINEERED FILL. TO REBAR CONT. Iil °h re , DER)BE COMPACTED TO gSRS _ q 30 BE COMPACTED TO g5AS BE COMPACTED TO gSAs�- EXTEND VERTIG L BARS " - _ MIN INTO GMU WALLS 2'-0" 2'-0" •" - - arc Q v d RECEIVED V 'C eN.M �1pETAfL m FARTS NORTH WALL s DETAIL SERVICE/FARTS WE57/SOUtµ WALL APR 20 2006 V bB'� m 'T 0 2'-0"xI'-O"CONT.SPREAD a SCALE: 3/4' I'-0" s SCALE: 3/4' 1'-0" L N N FOOTING 1V(3)#4 HORIZ. cmroDTWINFALLS 0 V y BUILDING DEPT. LL] V Y cn v REBAR CONT. > �< UNDISTURBED SOIL OR ✓� ENGINEERED FILL. TO 8"G.M.0 PILASTER N BE COMPACTED TO g5% GROUTED SOLID 8""SPLIT-FACED"C.M.U. OFFICE PARTS 8"G.M.U. 4- Q r°Dn 2'0' = GROUTED SOLID �' L y #3 LATERAL TIES®16"O.G. i = O w #5 VERT.REBAR 18 16"O.G. I�"RA.FURRING 5TRIP5® #5 VERT.REBAR®lb"O.G. m 3 y y b"CONCRETE SLAB VU REBAR Ib"O.G., ,�"RIGID INSULATION LAP BARS 30"MIN. m Inn :3MAT(#4's®16"O.G.EA)ON 3" LAP BARS 30"MIN• s c GRAVEL LEVELING COURSE AND/6 GYPBD. 1 D E TA I L o TYPICAL S" EXT.WALL F.F.® 8"BOND BEAM W/(2)#4 4"CONCRETE SLAB Wl bxb- HORIZ REBAR CONT a 4-0 0 ND BEAM W/(2)#4 5 SCALE: 3/4' 1'-0' - _-_ HORIZ.REBAR CONT.®4'-0" 10/10 W.W.M.ON 3'GRAVEL OL HORIZ. ^aWr L. - - O.G. LEVELING GOUR5E 2"FOAM INSULATION _ - 1'-4'04"4'45"CONCRETE PIER F F•® CONCRETE FOUNDATION WALL W/(4)#5 vERT.REBAR d#3 TIES 100-0" ®12"O.G.RUN FOUNDATION HORIZ. ENGINEERED FILL TO EVENLY)6(U#5 VERT.REBAR _ REBAR THROUGH,(TYPICAL)EXTEND ®16"O.G.,TIED TO REBAR IN ENGINEERED FILL 70 ° 1= VERTICAL BARS INTO GMU-36"UP BE COMPACTED TO g5S5 nl{ , EXTEND ALTERNATE VERTICAL -I FOOTING.(ALT.STAGGER) BE COMPACTED TO g5AS 1 _ __=II �llll F.F.T ON VERTICAL BARS IN GMU � 8- a pf - .. BARS(32"O.G)INTO GMU ABOVE(30"MIN LAP ON k 4 VERTICAL BARS IN CMU) 2'-8"x2'-8"WIDENED UNDISTURBED 501L OR j, FOOTING W/(4)#4 HORIZ. 1 ENGINEERED FILL. TO g' 1-4' g REBAR E.W. 2'-O"xI'-0"CONT.SPREAD BE COMPACTED TO g5;5 SQUARE 2'-8" UNDISTURBED 501E OR FOOTING W/(3)#4 HORIZ. , II" 8" II" STOREFRONT DOOR SYSTEM ENGINEERED FILL. TO REBAR CONT. BE COMPACTED TO 45% (� 5""� p HOLD FOUNDATION DOWN 6" 2'b a 4"CONCRETE SLAB ON 3" AND RUN FLOOR SLAB OVER 5 DETAIL m sHOP PILASTERS GRAVEL LEVELING COURSE (TYPICAL) s SCALE: 3/4' 1'-0' W) !'9R F F ® G D E TA I L m OFFICES/PARTS WALL w ti!i 00'-0" 9 SCALE: 3/4' ■ P-0' _ ENGINEERED FILL TO I_.,l �ub BE GOMPAGIED TO g5AS - °' bxb PARALLAM COLUMN - 2"FOAM INSULATION ._.IL ,- - CONCRETE FOUNDATION WALL z I Ell- `r a Y' = - GBbb 5D52 POST ANCHOR d -I =8°G W/(4)#4 HORIZ.REBAR(5P. #5 VERT.REBAR®I6"O.C. 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TO AR-2780 2'-0" 2'-0" BE COMPACTED TO g5% 4 DETAIL o ENTRY CYLINDER y r CONC.FOOTING W/(4)#5 f" 4'-D" s SCALE: 3/4" ■ 1'-0" REBAR(EACH WAY) �I1`f D E TA I L SHOP INT.WALL D E TA I L b" COLUMN FOOTING BARRETi SKIVE0.CRAIG s SCALE: 3/4' ■ 1'-0' g STATE OF IDAHO SCALE: 3/4' ■ 1'-0' SHEET# 5 ' 5-CONCDETI 3 DATE: MAR 06 b"GONGRETE SLAB NU REBAR PROJECT P. 0502 HOLD FOUNDATION DOWN b"AND POUR MAT 0415®16"O.G),ON ENGINEERED DRAWN BY: B-CRAIG FILL COMPACTED TO 515%AND 3" CHECKED: B-CRAIG FLOOR 5LAB OVER,(TYPICAL®ALL GRAVEL LEVELING GOUR5E. 5 OPENING5) 3 REVISIONS:4-15-05.REV 5 5F DETAILS 5,6 AND"I 140'-0' FOR WIDER FOOTING 68'-O" T2'0" PER EHM,55G 21'-4" 3'-4" I'-4" 16-0" I'-4" 24'48" '-8" b'-4" 3'-8"3'-4" 36'-01. 3'-4"1'-4" 10'-0" 1'-4'1 4'-0" _ —� fT_ — — — — — — — — — I 1 — 01006 BY BALTEUS DESIGN 1 GROUP,(BARRETT SKIVER ' III I I CRAIG)THESE DRAWINGS IiiI I ARE THE PROPERTY OF THE 1 1 n 2 ARCHITECT AND MAY NOT BE REPRODUCED. b"GONGRETE 5LAB W/REBAR I I P�UNDERGROUND EMAU5T 11 I I III I 5 CONTRACTOR TO VERIFY MAT 04'S® 16'O.C),ON ENGINEERED 5Y5TEM Jill 11 FF. o I DARCHITECT IMENSIONS AND NOTIFY FILL GOMPAGTED To g5%AND 3" I ( I I - Q VARIATIONS. ANY 11 51 11 T46.-O.. RECEIVED GRAVEL LEVELING COURSE. I I i 7 i APR 2 0 2006 11 I I N WRITTEN DIMENSIONS HAVE ' I 1 PRECEDENCE OVER SCALED I I I DIMENSIONS. 1 1 5 11 n CITYIL TWINFALLS BUILDING DEPT. o— 21-011 !I sry 2-0' n � 26-4 5'-0" 14'-8'— a � p. ,- 4"GONGRETE 5LAB W/bxb-10/10cu W.W.M. ON ENGINEERED FILL C7 bA GOMPAGTED TO q5%AND 3" V •� m o 0 IL I �_I I I r GRAVEL LEVELING COURSE. � 2' W L- -0"I l i I I - - �i 10F0��0° I I a � V � µ 3 I I 9 _g° I I u w 5 ' - I I (- — — — — — — ------------ Jill — 5 L l N Q ~ L- J �—. L_ _ __------------------ --- vo r7 ------ a' I I r""'"""�,*�„• 8 31'-8" ¢ � 3 c,l q I I ° 2'-b'STRIP FOOTI o d I ; I I 12 I C� m 4" I C, e I m s p L — — — — — — --- - -- -- J — — — — --- - - ----- - - - - - o ------ - -- --- ------=----==r_--- ------------------------- ------- -- _ - - — — - ---- --- --- q � — — — — — — 4 N b'6" fl ) B �8"I 4"GONGRETE 5LAB N/bxb-10/I0 W.W.M. ON ENGINEERED FILL �' 20'O" I 9S;S" N COMPACTED TO q5%AND 3" Q I I PF ° GRAVEL LEVELING GOUR5E. II b 4 I I 11 161 To" 21-11 -t Ip I o 4'x4'xl'-0"PIER FTG I Q UP _"— I N F(6)#5'S E.N.TYP. V 11_ — — — — 0 r 4"CONCRETE SLAB W/bxb 10/10 — — — — — � - W.W.M. ON ENGINEERED FILL °• 4'-8" r- Ib'-0" I'4' 3'-4" -4" 8'-0" 2' 14'-0" g b „w. '` - - GOMPACTED TO g5%AND 3" 4"GONGRETE 5LA8 W/REBAR 28'-0" 1'-4- 14'-0" g I ry GRAVEL LEVELING COURSE. L u MAT(#4'S 0 16"O.G),ON ENGINEERED FILL GOMPACTED TO q5%AND 3" 42'-0" I b - GRAVEL LEVELING GOUR5E. 10" 12'-4" -10" Lu to - - -� - - - Z - - � � - - -� - - _ _ *IV-O" - O Q z12'6" I' 12'-b° 12'-b" 12'-6" 1'-4" 4i Ib'-8" -0 43'-4" a z 4 x I "ANCHOR BOLT5®3'-0" O.G.®CURVED L5L WALL —' FOOTING/FOUNDATION ZIA FOOTING 4 FOUNDATION PLAN z SCALE: 1/8' a 1'-O' STATE OF IDAHO SHEET# 4•FTGFND DATE: MAR 06 i-O 1-1/4"0 PIPE HANDRAIL PROJECT#: 0502 1'-10" 30x1'4"STEEL PLATE W/Y2"xb" a� BINTERMEDIATE RAIL DRAWN BY; B-CRAIG 1-1/4'm PIPE HANDRAIL(PAINTED) WELD STUD®8'-0"O.G. (PAINTED) B-CRAIG CHECKED: WHERE OCCURS MAX.(EMBED IN GONG) REVISIONS: 3-I6-Ob 1-I/4%0 PIPE P05T5® ADD 51TE DRAIN PET Q N (PAINTED) D.G. EN61NONGRETE EKED FILLLK ON GOMPAGTED 8/3.85G m Y2"EXPANSION JOINT TO q5%AND 3"LEVELIN6 COURSE 3x3xya"STEEL PLATE W/Y2"xb" Yz"RADIUS WELD STUD®8'-0"O.G. �4"CONCRETE WALK ON AY PAPIL15 MAX.(EMBED IN GONG) ° ° ENGINEERED FILL COMPACTED 6"CONCRETE WALLS W/ (3)#4 HORIZONTAL REBAR ° Q TO q5%AND 3"LEVELIN6 COURSE ASPHALT CS > GROUP BY BRRETTS DESIGN < w 4"CONCRETE WALK ON SPACED EVENLY — — GROUP(BARRETT SKIVER ENGINEERED FILL COMPACTED 111 LJ= , —j}II�I��_ — ' CRAIG)'THESE DRAWINGS TO q5%AND 3"LEVELING COURSE I -Im mn ° O - -- BE REPRODUCED. THE HTECTAND MAARE THE PROPERTY Y NOT II >77 — 1�3-0"GLEAR� II a L L 9 I --= w #4 VERTIGLE REBAR — — — � — — -- % I ��1�1� — _ J -6' ''II�ii _IIIIII II' II 6 CONTRACTOR TO VERIFY ®32'O.G. �— _ _Ti— 1p1� _ h'_ I ��—III—J LLI1LI 6 DIMENSIONS AND NOTIFY .1llLlll1 ARCHITECT OF ANY #4 REBAR®32"O.G. _ - �� ®— - —_- � - — THICKEN SLAB A5 REQUIRED IIII IIII— _II''II ' —J-IIII° IIII — r 1= - (r �1f -- "- VARIATIONS. =11!i��--- 1111i= �� —B1L- VARIE5 WRITTEN DIMENSIONS HAVE #4 REBAR®NOSIN65 T =�N = = FOR WELD STUD COVERAGE _�� =III II--I ui- DIMENSIONS ECEDENCE OVER SCALED Y�"EXPANSION JOINT 8 SEALANT I'-4"x8'CONCRETE SPREAD �—�ILI=� � =w FOOTING W/(3)#4 HORIZ. �, 1� =° 1 RECEIVE D ' I I-11 =IIII- � �n T . ur' III (I)#4 HORIZONTAL REBAR® RE13AR APR 2 0 Zooso 5" 6" 5" 5" b' 5" cmDFTWIN DEPT. " N 6" TOP AND BOTTOM BUILDING DEPT. Q 'v D^. I'-4" I'-4° 3 D E TA I L - CONCRETE SIDEWALK C7 vN M 1 DETAIL - CONCRETE STEPS 2 DETAIL - HDC RAMPS s SCALE: 3/4" = I'-0" W '� ON o SCALE: 3/4' P-O" s SCALE: 3/4' 1'-& L N M 4"CONCRETE SLAB r ¢ 3 O o ON q5%COMPACTED 6'-0" 5'-0" b'-0" �G ENGINEERED FILL AND 6" 3I4"RADIUS m m z o 3"LEVELING COURSE FIN15H GRADE I Y" 5 I TYP.MAY VARY ~ BELOW T.O.G.(MIN) ASPHALT PAVING \\III O ER,III o IIII 1,1_-_6 I�ll�II_=11 �Tii 11 _ 1='4 r- 4 # I>— 11 III I —IIIII- I IIII'M' 1 I IIII ICI1� 6° l�I! — (2) 4 HORIz mm,1�L�=1T_ll=1111�I---111ll=11 III=11 -1uIIJ11 =111 — REBAR -Ili 1=1 _ nl_ 6" ill- IIII Tr 4'GONGRETE WALK ON 4 ENGINEERED FILL COMPACTED s TO q5%AND 3"LEVELING COURSE 4Z D E TA 1 L CONCRETE CURB 3 SCALE: 3/4' I'-0' (2)DETAIL HDC CURB CUT RAMP 5 D T A I L g HDC CURB CUT RAMP 0 4— s SCALE: 3/4" = I'-0' a SCALE: 3/4' P-0' w 2"CONCRETE GAP BLOCK CONCRETE RING,(6'&6&'MIN) I`I 3'-0" GRATE,(BUILT TO O A5HTO H HEAVY TRAFFIC O ASPHALT PATCH BACK TO I— b"SPLIT FADED CONCRETE _ MAT( EXI5TIN6(AS REG) LOA05)W/I-Y2"ANGLE IRON BLOCK(PAINTED TO MATCH GHAIN LINK GATE W/ FRAME(FACTORY PRIME,FIELD Q MAIN BUILDING)(SOLID GROUT) PRIVACY SLATS PAINT)w/ANCHORS®8"O.G. 6"BOND BEAM W/(1)#4 ` " z z HORIZONTAL REBAR®45" - p1= O.G. EXISTING FILL q5% -ll= — PRE-CAST CONCRETE GONE COMPACTED ~_ =' IIII= - AND BARRELS TO CITY OF V w =1 — 4'-0"(T.F.STAND) III-III: I TWIN FALLS ENGINEERING LL °C I I�!I I i-- IIIII--i - =�� DEPARTMENT STANDARDS z Q #4 VERTICAL BARS o 32" _ _ O.G. > WASHED GRAVEL(60% VOIDS) ( PERFORATED PIPE INTO DRAIN SITE CONCRETE DETAILS \ / 4 FIELD,(24"0) -- ° 4"CONCRETE SLAB ON o � COVER ALL FACES OF ENGINEERED FILL GOMPAGTED� _ a EXCAVATION NU GEOTEGH LICENSED 6"x10"MONOLITHIC FOOTING - -- ¢ W/(3)#4 HORIZONTAL REBAR TO q5%AND 3"LEVELING COURSE APROXIMATELY 10'xb'xb0' FABRIC ARCHITECT 5PA(ED EVENLY AND#4 — I DRAIN FIELD NU 40%V0105 AR-27e0 VERTICAL REBAR®32"O.G. _ III=� I6"xib"ANGLE#4 REBAR® 1440 GU.FT.RETENTION EA. ''r 52"O.G.(TIE TO VERITIGAL5) • 6"Ox 6"CONCRETE SLAB W/ a��IL)O 6x6-10/10 W.W.M.ON 3"GRAVEL I ti I APROX.lO'-0"x60'-O' LEVELING COURSE BARRETi SKIVER CRAIG T ', STATE OF IDAHO DETAIL a DUMP R 8STE ENCLOSURE DETAIL m SITE DRAIN,(TYP.OF l2)) SHEET# 7 a SCALE: 3/4' = 1'-0' SCALE: 3/4' = P-0" 3 3-5ITEDET ry Ir"If 4'C.ONGRETE 5LAB ON q5% DATE: MAR 06 GOMPAGTED ENGINEERED FILL PROJECT : 0502 AND 3"LEVELING COURSE DRAWN BY: B-aWG 20'-4' 24'-0" 20'-0" CHECKED: B-CRAIG REVISIONS: 4 6 v „... w. 20 _ :.:.... 7-0" 4 3 5LOPE TO DRAIN A Q GRODUP IPIIARRETT SKIEVERN CRAIG)THESE DRAWINGS ARE THE PROPERTY OE THE I BE REPRODUCED. ARCHITECT AND MAY RAC TO VERIFY DIM I' DIMENSIONS AND NOTIFY Q ARCHITECT ANY M 4"CONCRETE SLA�ON q5% m WRITTEN DIMENSIONS HAVE COMPACTED ENGED FILL PRECEDENCE OVER SCALED DIMENSIONS. Q TRAs+1 AND 3"LEVELINGRSE r 4 ja oa ce � � N N TfR,4S�4 ENCLOSURE z ba •2 m SCALE: 1/0' = I'-0' 3 In tL a L W N a F=- M Z1 m °o m m O �< 0a W A \ 0 p Q`b ^ 4 0 0 4"CONCRETE SLAB ON q5% p(_ COMPACTED ENGINEERED FILL �� AND 3'LEVELING COUR5E �D (��(�✓/ 4"CONCRETE SLAB ON q5% L�iI COMPACTED ENGINEERED FILL _ AND 3"LEVELING GOUR5E 24'-b" d 0 — Iy `cu`'' 6 J i 4'CONCRETE SLAB ON 015% cw `: ..`•,•' _ _ = p ^` 3 COMPACTED ENGINEERED FIHL " :: :<:.` - - o W x AND 3'LEVELING COURSE •. :.• � '9 II - � c I Ib'0" � - Ilwo � 0 2 22 2 3 61-01, 5-01. 6-0" 5-0' F CA LA G 2-6,, +IL33 _ s `r 2T-b" '° v SITE CONCRETE LAN ] 12'-0" Q 8,-0„ b �-0 3 2W-2' 6-0^ v IV-0' 6'-O" la'-0" b'-0" 54'-0" LICENSED ARCHITECT AR•2M 51TE GONQRETE FL W z it SCALE: 1/8' = V-0' eAReEIT SKNFRQAIG STATE OF IDAHO SHEET# 2 2-SITECONC I f i MAY-10-2006 WED 03:03 PM RE I S PLUMBING FAX NO, 208 326 4533 P, 02 Msy 10 06 02:mp ca-lyn Bigot 2087351751 p.2 P.0.-_OX- 57fe 14 TAOL u 10 I I 11 i ¢ W CL, Q._ 1 W TOP UIC\A' a • W '7 c�^ q 4" CY 31 �! /2' 1r Lj �,� LL- 5E Ifir 43• 37" f. 40` I 2' TAPER (TYP:> ^r SIDE `CIE w G P.EASE ZA t 0 Gsl'nin DRAWIN 4": VC'-1250-C BY: IDATC, 71 2v1Gsu Ed Wd00:20 907E 0T 'heW JNI-s3iulDossu AM.INH1S: WObd DATE: MAR 06 PROTECTS: 0502 GAP OFF EXISTING 5E,ERLINE FOR REUSE DRAWN BY; B-CRAIG " CHECKED: B-CRMG I I REVISIONS: EXTENT5 OF NEW GONSTRUGTION - - - - - - - - - - - - - - -� — — — — — — — — — — — — — — — — —— — — — — — — — — GROUP,(BARRETT SKIVER — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — 02006 THESEBY D E DRAWINGS INGSDESIGN ARE THE THESEDRAWINGS Y I \ I ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED. CONTRACTOR TO VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF ANY VARIATIONS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED 5AWGUT AND REMOVE A5PHALT FOR DIMENSIONS. NEA PTRllGN NT5 FOR EVEN EA5TIN6 551ER LINE AND GLEANOUT LOCATION 0 Q o GONTRAGTOR TO REMOVE AND GAP OFF®THE M N _ o; :I EXTENT OF NEW GON5TRUGTION FOR TIE IN. I I I - Q N d u I I � .r M zan---------------------------------------------------- "- ' > s 11 jI I I _____ , , V ____ • %- F 1j , , I N 1 r i II I _____ 1 , I EXISTING ELECTRICAL METER AND SERVICE r I PANEL LOGATON5. (TO BE REMOVED) i -�y 4 4 4 4 4 �- ----� -----------1 11 1 1 1 1 1 Ir_______� M li Y Y Y Y Y I I, LL ar. O lf m u Q _J- — — — — — — I1 I A---------A______--_A______-__A—_---__-.11 I II „ Ir------------- —'r----- Ij ;1 it I 1j Y j `� lj fl krAl _______ I i I I EXI5TIN6 5TRUGTURE TO BE DEMOLISHED AND DISPOSED OFF 51TE. EX15TIN6 5U8-13A51E ii ;; f - r--------------�' 11 I I I I 11'"r FI' �'--------------I I , I TO BE REUSED FOR NEW CONSTRUCTION. �-__-- GONTRAGTOR TO VERIFY AND SECURE ALL I I r �--- 1 I I I I I I L-------- 1 'r-+- YJ------r--------------------� PERMIT5 A5 REQUIRED BY THE GITY OF 'I r i II i n 1 1 II �.--I--¢------------------y }-------------------'i TWIN FALLS&11L0IN6 DEPARTMENT. {--� '--- i I '�--------------- `• NOTE: EX15T1N6 6A5 METER i i i;'—__—___--+� TO BE RELOCATED i L_�I i " l i i ; I EXI5TING UTILITY LOGATION5(FIELD ��;`�.� - ;I VERIFY).VERIFY LOCATION OF r—__-- COMMUNICATIONS GABLEIN6 FOR r-------------- TIE OFF AND PROTECTION W/ _________ I OMER5 COMMUNICATIONS TECH 8 d q ARCHITECT BEFORE EXISTING O BUILDING 15 DEMOLI5HED. � Fes________________________ `" y I L I I i � `� ♦ 4 z _ iSiYSd'�i�� I � W REMOVE EXI5TIN5 ASPHALT I , '�...��a=====�--- �.-0ii i i i x .==a===. .,.a.ism AND DISPOSE OFF 517E ' ___-_JJ� J ; 0 0 3 V LL REMOVE EXISTING CONCRETE PADS � ' SIDEWALKS,GUR65 AND LANDSCAPING z -- SAWGUT A5PHALT FOR EVEN PATGHBAGK a r---------------------- -L--------------------------------------------------- H F L____________ _______________________ ______- T t I z DEMOLITION PLAN i 1 ; I LICENSED i ARCHITECT AR-2180 I-- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — L— — — — — — — — — — — — — — — — — J ;.�::;.. BARRETf SKIVER CRAIG Q P' OL I T I ON PL,4N SCALE: 1/S" I'-0' —�z STATE OF IDAHO SHEET# D DATE: MAR 06 PROJECT#: 0502 _ DRAWN BY: B•CRAiG De51gn Criteria CHECKED: B-CRAIG REVISIONS: Structural design in accordance with the International Building Gode 2003 edition. Design Loads: Roof Snow Load 25 p5f Roof Dead Load 20 psf Mezzanine Floor Live Load 50 psf -Offices 50 p5f -corridors 02006 BY BALTEUS DESIGN Dead Load 20 p5f GROUP,T(BARRETT SKIVER Dead Load 15 psf ARREEITHE PROPERTY OF THE Wind 40 mph -Exposure G ARCHITECT AND D.MAY NOT BE REPRODUC Seismic Design Category G CONTRACTOR TO VERIFY Soil Bearing Capacity; 2000 p5f (o55umed) DIMENS OCNI OF D NOTIFY ARCHIVARIATIONS. Foundation: Structural Framing Lumber and Plywood Sheathing_ Structural Steel WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED Footings shall be placed on undisturbed existing soil or compacted granular back fill Solid Sewn Lumber: Structural steel shall conform to ASTM A524 Grade 50(Fy =50 ksi)unless otherwise noted except; DIMENSIONS. placed in accordance with the geotechnical report for the project. 2" -4" thick lumbar: Square and Rectangular structural steel tubing shall conform to A5TM A500, Contractor shall notify geotechnical engineer if clay soil or ground water are 2" - 4" wide: Standard 6 Better Douglas Fir Larch Grade B(Fy= 46 k50 encountered during excavation. except stud grade for studs less than 10' 5" and wider: No.2 and Better Douglas Fir - Larch. Steel pipe columns shall conform to A57M A55 Type E or 5,Grade B(Fy =55 ksl)For bearing partially on soil and partially on rock,provide minimum 6" sand cushion "and thicker lumber: No. I Douglas Fir - Larch. Bolts for structural steel: A5TM A525 unless otherwise noted.between rock and bottom of footing. 5 g V Unless noted otherwise on plans,all bolted connections are bearinga connections with threads Footing excavations shall be clean and free of loose debris,standing water or Structural Glued Laminated Timber (Gluelam). not excluded from shear plans. �p z bA = $o uncompacted material at time of concrete placement. Fb = 2400 psi Except where specificallyy shown on plans,all holes for bolts shall be standard holes: hole 0 ea m a w Fv = 140 psi diameter not more than l/I6" larger than nominal bolt size(not more than 1/8" larger for anchor bolts). ` V Concrete Fc = 3000 psi for foundations E = 1.4E *6 p5I Where oversize or slotted holes are detailed on the plans,provide hardened washers. 4000 psi for floor. Fc (perpendicular to grain) = 650 psi Reinforcing Steel: Conform to the requirements of ASTM A6 B Fc (parallel to grain) = 1650 psi Grout beneath column bases plates shall be minimum 5000 psi,non-shrink,flow able grout or dry-pack. > v a Laminated Veneer Lumber(LVL) Install rout under column base plates after column has been plumbed but prior to floor or roof. id r. Grade 60(Fy = 60 psi) deformed bars for#4 or larger bars. Installs Ion. Grout depth shall be sufficient to allow placement without voids. LLJ Vf Fb = 2600 p51 p p Q Grade 40(Fy = 40 ksl) deformed bars permitted for #5 and smaller u.n.o. Fv = 245 psi p All steel fabrication and erection shall conform to the current edition of AISG"Specification for they+' L: Minimum coverage = 3"cast against earth. E = 1.4E *6 ps to grain,parallel to glue lines) '750 psii Design,Fabrication and Erection of Structural Steel for Buildings." 1.5"formed Fc (perpendicular _ O Minimum lap splices = no.4-- 15"u.n.o. Fc(parallel to grain) = 2510 psi Light-gauge Steel m no.5 -- IS" u.n.o. Parallel Strand Lumber (P5L) All reinforcing shall be tied or otherwise held In place to prevent movement Fb = 2400 psi Carbon sheet steel must meat the requirements of A57M A570: during concrete placement. Fv = 2clO psi Grade 50 ksl for 12 Gaugqe \ "' E = 2.0E 6 psi Grade 54 3 ksl or Grade 3 ksl for 14 and 16 gauge ,y#�{, _ O O Anchor Bolts: A5TM A307 Fc (perpendicular to grain,pparallel to wide faces of strands) = 650 psi Grade 33 ksl for 16 gauge or lighter members.Size and spacing per plan Fc (parallel to grain) = 240 0 psi Structural members must be designed in accordance with AI51 "Specification for the Design of Provide additional anchor bolts not more than 12"and not less than Laminated Strand Lumber(L5L) Gold-Formed Steel Structural Members" 1446 edition Including Supplement No. 1. 4-1/2" from the ends of oil still plates. Fb = 2425 p5l (1100 psi for 1.4E rim board material) Provide minimum(2) anchor bolts per sill plates or wall segments. Fv = 400 psi Locate Joists directly over bearing studs or headers. E = I.6E *6 psi (1.3E *6 psi for 1.3E rim board material) Provide web stiffeners at bearing points and at locations of concentrated loads from above. Unless noted otherwise(v.n.o) embedded bolts shall be placed prior to any concrete Fa (perpendicular to graln,parallel to wide faces of strands) = 525 psi placement.,and shall be held In place with templates or other suitable means to Fc (parallel to grain) = 2150 psi (1400 psi for 1.3E rim board material). Provide blocking for joists not otherwlse restrained from rotation. o prevent movement during concrete placement. Manufactured Plywood web Joists: Studs shall be plumbed securely attached to flanges of both upper and lower runners. Masonry See plan for sizes and spacings. Runners shall be secure) attached to the supporting structure. Level I Special Inspection is required per IBC Table I'704.5.1 All installation per manufactures specifications y pp 9 Manufactured O en-web wood-Flan a Joists: Abutting lengths of runner shall be securely attached to a common structural element or shall be butt- All materials shall conform to the applicable standards of quality specified in chapter See Ian for sizes ands stings welded or spliced. 9 21 of the International Building Code,2003 ed. all installation,bredqin eruct.-brocin and erection bracing per 9 9 P Studs not laterally braced with sheathing shall be laterally braced with horizontal straps or cold-rolled manufactures specifications. channels. )s, Fm = 1500 psi. Manufactured Open-Web wood-Flange Floor Joists: Concrete masonry units. Minimum net area compressive strength = 1500 psi. See plan for sizes and spacincqi5. Bracing shall conform to section D3 of the AI51 Specification. all Installation,bridging,5truct.-brocing,and erection bracing per Maintain temporary bracing at all bearing wall studs until the permanent bracing system is completed. p Mortar : Type M or 5 per ASTM G2 manufactures specifications. 0 10 Splices in axially loaded studs are not permitted. a Main Roof Sheathing: 20 Gauge 1.5"B deck. Grout: 2000 psi minimum compressive strength = Attach to roof Joists with 5/5" puddle welds,36/4 pattern General: �qof Reinforcing Steel: conform to the requirements of A5TM 613 10#TEK screws at 12"o.c,at all sidelaps. 01 `v Grade 60(fy = 60 ksl)deformed bars for#4 or larger bars. Entry Roof Sheathing: 5/5"(nominal) 050 or GD-X All workmanship and materials shall conform to the requirements of the International Building Code Q Grade 40(f 40 ksi) deformed bars permitted for#5 2003 addition. y - P Minimum APA 40/20 span rating A and smaller u.n.o.. Minimum panel width = i2" O p Shop drawings for all structural components,Including but not limited to pre-engineered roof Q _ Vertical Reinforcing: #5 typical at walls, Spacing varies - sea Ian. Minimum panel length = 3 spans trusses,structural insulated floor,wall or roof panels,structural steel members, re-cast F- yp g p or re-stressed concrete members,etc. shall besubmitted to the engineer of record for review (4) #6 a pilasters. 2-Inch nominal blocking required at all sheathing panel edges. prior to construction. Review bu the engineer of record Is for purposes of coordination with a One #5 required each building corner and at each side Nall sheathing panels all for edges with IOd halls at 4" o.c. other building component's and for general conformance to the structural drawings. Review does 3 of all openings. field null with IOd nails 0 12"o.c. not Indicate That the shop drawings are correct or complete. Responsibility for correctness z Horizontal Reinforcing" (2)#4 at bond beams ® 4'-O"o.c. shall rest with the contractor. Any engqineering provided by others shall bear the seal of an g Mezzanine Floor Sheathing: I-I/5" tongue and Groove Sheathing,24" span appropriately registered engineer. EFM Engineers Is not responsible for the adequacy of Q Reinforcing shall be secured against displacement with positioners spaced not more rating or better. engineering designs performed by others. One copy of each submittal shall be retained for EHM 3i than 200 bar diameters on center. Minimum panel width = 24" Engineers'records. Minimum panel length = 3 spans w to All construction shall conform to the provisions of chapter 21 of the International Glued and Screwed n Building Code,2003 ed. Screws at 6" o.c.edges 0 z Unless noted otherwise(u.n.o)embedded bolts shall be placed prior to any grout 12" o.c.field placement.,and shall be held In place with templates or other suitable means to All framing nalling shall meet the minimum requirements of IBC Table 2304A.1 to prevent movement during grouting. All nails specified by Pennyweight. In these notes,on the plans and In all STRUCTURAL NOTES schedules are common nails unless otherwise noted. All framing hardware shall be full nailed or bolted. Bolts: ASTM A30-1 unless noted otherwise. Provide washers at all bolt heads and nuts, LICENSED ARCHITECT AR-2780 �II�I BARRETT SKIVER CRAIG STATE OF IDAHO SHEET# S S-ST-NOTES 0 DATE: MAR 06 PROJECT A: 0502 DRAWN BY: B-CRA IG INDEX CHECKED: B-CPAIG REVISIONS: 06A NEW UTO DEALERSHIP FORO DESCRIPTION REVISION BALCEIVED T TITLE SHEET/NOTES APR ;995 - 5 STRUCTURAL NOTES/SPECIFICATIONS D DEMOLITION PLAN suaouaoDePr" I FULL 51TE PLAN 2 1 SITE CONCRETE PLAN 02006 BY BALTEUS DESIGN 3 51TE CONCRETE DETAILS GROUP,tBARRETT SKIVER 4 FOOTING/FOUNDATION PLAN ARESEDRAWINGS AREE THTH THE PROPERTY OF THE 5 CONCRETE DETAILS ARCHITECT AND MAY NOT BE REPRODUCED. 6 CONCRETE DETAILS CONTRACTOR TO VERIFY M '� d d k u ff 1 FLOOR PLAN DIMENSIONS AND NOTIFY ARCHITECT OF ANY j 8 2nd FLOOR FRAMING 4 2nd FLOOR PLAN VARIATIONS. Cl DOOR/WINDOW SCHEDULES WRITTEN DIMENSIONS HAVE ``,`;,•` , PRECEDENCE OVER SCALED 10 ELEVATIONS DIMENSIONS. II ELEVATIONS 12 ROOF FRAMING PLAN 13 BUILDIN6 SECTIONS Q 14 WALL SECTIONS O Q b 15 WALL SECTIONS V n I6 WALL SECTIONS z a w W IT DETAILS N sue. m N N OWNER: MIDDLEKAUFf AUTO GROUP STRUCTURAL ENGINEER: EHM ENGINEERS,I.N.C. 18 INTERIOR ELEVATIONS � V v 1243 BLUE LAKES BLVD.NORTH RICK MORROW,P.E. IQ INTERIOR ELEVATIONS/CABINET DETAILS N _ ' 2 TWIN FALLS,IDAHO 83338 621 NORTH COLLEGE ROAD 20 INTERIOR ELEVATIONS/CABINET DETAILS > _ NO CONTACT TWIN FALLS,IDAHO 83301 21 INTERIOR ELEVATIONS/CABINET DETAILS -Y '- fw (208)734 4888 22 INTERIOR ELEVATIONS/CABINET DETAILS N Q H HONDA REPRESENTATIVE: JOHN IRBY n fJ � 23 REFLECTED CEILING PLAN ASST.ZONE MANAGER ELECTRICAL ENGINEER: INFINITY ENGINEERING Lo e ��✓�L� O �5�d 24 FLOOR FINISH PLAN p�, 3 p Co MARKET REPRESENTATION BRENT WALLIN,P.E. I 25 FURNITURE PLAN z zO 1415 FILMORE /� G 6 1�� 5 e V`S � m O _�< AMERICAN HONDA MOTOR CO.,INC. O (� @ `11 L.`1 26 FINISH SCHEDULES _ 16800 N.E.SANDY BLVD. TWIN FALLS,IDAHO 83338 �II c �a[ 21 FINISH SCHEDULES PORTLAND,OREGON (208)732 0548 (�(, (,vjL k. FtPe �K �VcS" ��/5 \ p� MAIL STOP: PTL O 1 n �� c4'^ PI PLUMBING FIXTURE PLAN NO CONTACT MECHANICAL ENGINEER: GLENN ELWELL,P.E. 0-1 /L. VAN` � O P2 PLUMBING PIPING PLAN 251 C SOUTH 400 WEST y of le WL MI HVAG/VEHICLE EXHAUST PLANS JEROME,IDAHO 8333 U M2 HVAG/RADIANT FLOOR HEAT LAYOUTS ARCHITECT: BALTEUS DESIGN GROUP (208)324 4042 BARRETT SKIVER CRAIG,AIA EI ELECTRICAL DISTRIBUTION PLAN a 112 SOUTH LINCOLN,STE N2 BuBding Plans have E2 ELECTRICAL LIGHTING PLAN GENERAL CONTRACTOR: STANLEY ASSOCIATES,LN.C. bcrn rovieWed end approved �' JEROME,IDAHO 83338 E3 PANEL SCHEDULES (208)420 9703 GREGG McENTARFFER,TIM POLLARD Al Conftledon med 1887 HIGHLAND AVENUE EAST to Field IrgxcBon TWIN FALLS,IDAHO 83301 (208)7340455 �° /U ��d NOTES: FLANNING AND ZONING SYI"(BOL LF=C;Ez-ND CITE' OF TWIN FALLS °PROPERTY SIZE PROPERTY DEVELOPED PLAN ANALYSIS BASED ON 2003 INTERNATIONAL BUILDING CODE��,865 ��,865 h MAKE NO GRANGES TO CONSTRUCTION DOCUMENTS WITHOUT AND LATEST ADDITION OF INTERNATIONAL FIRE GODS EXPRESS WRITTEN PERMISSION FROM ARCHITECT. NEW PROPERTY DEVELOPED (EXISTING DEVELOPMENT) O WINDOW ID TAG S-✓ CONTRACTOR TO SURVEY EXISTING CONDITIONS AND CITY OF TWIN FALLS ZONE DESIGNATION GI Architect of Record: BALTEU5 DE51GN 6ROUP,BARRETT SKIVER GRAI6,AIA -a NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE AUTO DEALERSHIP Job Address: 123-7 BLUE LAKE5 BLVD.N (it TWIN FALL5 State: IDAHO Zip;83301 �¢+I COMMENCING WORK. OCCUPANCY OR BUILDING USE O DOOR ID TAG y` a `F Legal Description: PROVIDED BY OWNER IF INFORMATION ON A PARTICULAR SYSTEM OR CONSTRUCTION LANDSCAPING 0O ¢ �' DETAIL 15 LACKIN6 OR INSUFFICIENT,NOTIFY ARCHITECT FOR 10%OF PARKING REG. A � c CITY OF TWIN FALLS REQUIREMENTS: Occu nc Classification: B,51 occupant Load Per Area: 70 INTERPRETATION BEFORE STARTING WORK. 9 p Q OR 396 OF DEVELOPED PROPERTY AREA D a B INTERIOR ELEVATIONS Offices: Repair: 33 - THIS BUILDING PROJECT IS BASED ON SPECIFICATIONS p � � LL OBTAINED BY HONDA CORPORATION,BASED ON THEIR -7'1,565 * .03 = 2336 SF 4,455 0 .10 = 445 5F Number of Stories: TV40 2nd Floor: 24 Total: III w _ DEALERSHIP IMAGE PROGRAM,DATED FEBRUARY 2005. Floor Area Exits Required: Offices: 2 Z MATERIAL SPECIFICATIONS LISTED ON THE CONSTRUCTION PROVIDED EXISTING NEW G Basement: Ist. 12p62 5F 2nd Floor. Repair; 2 Q DOCUMENTS RELATE TO SPECIFICATIONS LISTED IN THE 10685 SF 5,i08 SF p J DE516N INTENT DOCUMENTS,WHICH ARE A PART OF THE 16,393 __PL. HT. ® FINISH FLOOR 2nd. 2400 5F Garage. Emergency Lights: Yes: x No: u TOTAL LANDSCAPING PROVIDED — CONSTRUCTION DOCUMENT PACKAGE. IF THE DESIGN I10'-O' STRUCTURAL ELEVATION Type of Construction: /-B Exit Signs: Yes:X No: 0 z LATENT DOCUMENTS ARE NOT INCLUDED IN THE PACKAGE, ARTERIAL REQUIREMENTS YES,30' EXISTING p o Maximum Floor Area Allowed By Gode Electrical Plans: Yes: x No: CONTACT THE GENERAL CONTRACTOR,OR THE ARCHITECT 12 o Z FOR A COPY. Sq.Ft. 63Aoo Plumbing Plans: Yes: x No: OFF STREET PARKING SECTION GALLOUT Automatic Sprinkler: Mechanical Plans: Yes: X- No: NOTE THAT THE OWNERS WILL BE OPERATING THEIR BUSINESS A CITY OF TWIN FALLS REQUIREMENT-5- (1) PARKING STALL Yes x No Full x Wind Load:g0_MPF(Seismic Glass: G OUT OF L TEMPORARY TRAILER DURING CONSTRUCTION AND PER 600 SQUARE FOOT OF SALES/DISPLAY/OFFICE Partial Wet X D x Snow Load: 25 P5F TITLE NOTESV THAT DELIVERIES,STAGING,AND CONSTRUCTION STAGES � _ SHOULD BE COORDINATED WITH THE OWNER THROUGH THE SPACE 3 Basis for(ode Allowed Increases: Foundatlon Bearing Pressures I50o PSF Of ARCHITECT BEFORE SUCH TIME AS THEY OCCUR. DETAIL GALLOUT Sprinklers: es: X No: Fire Walls 6,825/300 = II � Y q� Re dIf I ! ALL CONSTRUCTION TO MEET OR EXCEED THE 2005 Other: 50%FOR FRONTAGE INCREASE Yes:_No: x INTERNATIONAL BUILDING CODE, INTERNATIONAL ENERGY PROVIDED LICENSE NA 12 ?� FINISH DESIGNATOR Occupancy Separation Req'd: ARCHITEC GORE,AND ANY LOCAL CODES AS APPLICABLE. EXISTING NEW # Yes:_No: x AR-2780 2 HDG SPACES Comments: *5414 S.F.OFFICE d Area Separation Req'd: DISPLAY,6648 S.F.REPAIR AND Yes:_No: x SITE DRAINAGE ® NOTE PE516NATOR PARTS 5TORAOE Fire Hydrants Withln 1000 Ft.: ydI22� PROJEGT CONSISTS OF REPLAGIN6 AN EXISTING BUILDING #i I8o'NORTHWEST #2 240'EAST BARRETf SKIVER CR AND SECTION OF ASPHALT PARKING LOT WITH NEW BUILDING #g 328'SOUTH # (SAME OCCUPANCY) AND LANDSCAPING. NO INCREASE IN 4 STORM DRAINAGE RETENTION 15 REGUIRED. HOWEVER,(2) STATE OF 11 AHO SUB SURFACE DRAINAGE SYSTEMS,(FRENCH DRAIN) WILL BE �ALYr'18BASED ON CITY OF TWIN FALLS,AND JEROME STANDARD FORMS) - INSTALLED ON THE WEST 51DE OF THE STRUGTURE FOR THE SHEET# RUNOFF OF THE ROOF DRAINS. ^r T-TITLE 6/0,. DATE; )ULY 06 PROJECT#: 0502 DRAWN BY: B-CRAIG CHECKED: B-CRAIG REVISIONS:-I-IT-06,NEW SHEET,2nd FLOOR i FIN15HE5. 1351- 1 I �. 5TORAGE --- 02006 BY BALTEUS DESIGN GROUP,tBARRETT SKIVER I` --- CRAIG)THESE DRAWINGS j VGT I — ARE THE PROPERTY OF THE SHEET VINYL FLOOR AND FRP UP 5'-0"ON BE REPRODUCECT D. D MAY NOT BE REPRODUCED. ALL 4 WALL5 OF RESTROOMS -- CONTRACTOR TO rYion�v HVAG DUGT __ ARCHITECT OF ANY 1 ROOF ACCESS LADDER VARIATIONS. -- WRITTEN DIMENSIONS HAVE ; PRECEDENCE OVER SCALED ;-.i DIMENSIONS. j 3'xl'S.G.DOOR Q Z E" W/5TORA6E LOCK p p W OFFICE#I a ,4� 3'xl'S.G.DOOR m GT-3,4 W/STORAGE LOCK N M V d G_I 3'xl'5.G.DOOR N n W/PRIVACY LOCK 4"STEEL STUDS® G -� IN V'"v+ GYPBD,AND 5/8" IN FLOOR IN FLOOR- f� L 3'xl'5.G.DOOR N! N' 4J �= I-I/2'P.T.FURRING STRIPS AND 5/8"GYPBD h1EETING ROOM W/OFFICE LOCK OFFICE#2 - - U a <_ �' I— W. (TYPI(AL ON MASONRY WALL5) v'f Q � M SHOWROOM e wi,o I 2nd FLOOR PLAN 2nD LEVEL ELECTRICAL DISTRIBUTION PLAN Z SCALE: 1/8' I'-0' Z SCALE: I/8' I'-0' I FSOS`veD � L 10-2 0 2006 G�BG�pWGOE�S r ELECTRICAL SYMBOLS .° o QP DUPLEX REGEPTIGAL OUTLET(110/120V) e: �f7FGl DUPLEX REGEPTGAL OUTLET(II0/120V)GROUND FAULT CIRCUIT INTERRUPTER4 TELEPHONE/DATA OUTLET ((2)GAT-5 GABLES HOME RUN) W T./ GABLE TELEV15ION OUTLET 05 OHM R76)(2)GABLES HOME RUN) I 0 C T THEPH05TAT / ~ � WIRING .. . J MULTIPLE DATA/(OMMUNIGATION/POWEP OUTLET. (1)DUPLEX OUTLET(5TD), a c c z z N O)DUPLEX OUTLET(ISOLATED CIRCUIT),(4)GAT 5 GABLES HOME RUN(IN a Q I (ONDUIT)TO GOMMUNIGATIONSMETWORK BOARD AS INDICATED. r-P INDY#215-56-2235-95A-556 2'X 2'SLURFAGE MOUNT 3-13IAX �+ °OJ LAMP FLUORE56ENT FIXTURE W/3-FT4ODL/835/R5 LAMPS , _ = I z �4 INDY#EI-240-T8556 FOUR-FOOT TWO-LAMP OGTRON INDUSTRIAL FIXTURE W/ 2-FO32/835 LAMPS 2n" OOR PUN , EMERGENCY LIGHTS PV BATTERY BACKUP [ 4 rn�i4 r- j4 ��4 i LICENSED LIUHItD txff SIGNS W/IiAl7tkY BAGKUI' _...--...._-r^_..- _..... :.- .__.. __...----"' --1�_.`::—_-�r--r---'--- RCHITLCT Ak ALL ELECTRICAL TO BE IN ACCORDANCE WITH THE 2005 N.E.G.AND ANY STATE PAINTED EXPOSED STRUCTURE DOUBLE SWITCHED FOR C LOCAL CODES. TO REMAIN 50%LIGHT REDUCTION -� rcl BARRM SKIVER aWG 2ND LEVEL ELECTRICAL LIG� 4TINC S It_,,DAHO I SCALE: 1/8' 1'-0' Z 1 SHEETT# 28 2B-FLPL2 DATE: MAR 06 MASONRY LINTLE SCHEDULE WLGRAFT 28KIO BAR J015T5®4b"O.G. WLGRAFT 16K4 BAR JOISTS®46"O.G. PROJECT#: 0502 DRAWN BY: B-CRAIG 8"GMU LINTLE BLOCK W(2)#5 HORIZ. CHECKED: B-CRAIG REBAR GONT.TIED TO(2)#5 VERT.REBAR REVISIONS: 3-20-06 ®51DE5 OF OPENINGS G REVISED STEEL BEAM lb"GMU 14 REBAR GONT.51DE5LINTLE BLOCK VV OF OPEND (2)(5 VERT�REBAR __..3 .� _... . _.,:- 3 I-- 1 AND PER EHM,B5 51-1011 G _ - •.r-. LLL,. _,. ._ _ C w _ 4 _:_ ,I K_..-...... ._ .v:� _.:: a ROOMG,REVISE LAZIW 72 ----'- ----- ---- = - I I } '- __:L -I nC I� - ROOMCALUMNS/GLAZING 8.1"/GMU LINTLE BLOCK SPLIT FACED" B5G IV(2)#5 HORIZ.REBAR GONT.TIED TO (2)#5 VERT.REBAR®SIDES OF OPENINGS --- .. ❑_4._.._.__ __---'_----_-.-._--__. -__'-___-_.--_------- 3 y . I1'III IIII -'III j-j--IIiI•- Iy�V I-- ":_a�IIliI IIl IIiI I IIi -yIIi I III I 02006 BY B A L T E US DESIGNI6"CM LINTLE BLOCK'SPLIT FADED EI I CRAITGHHESE DRAWINGSP/2)#5 HOW REBAR GONT TIED TO GROU BARRETT SKIVER (2)?5 VERT.REBAR®SIDESOF OPENINGS 11 ARE PROPERTY OF THE ARCHITECT AND MAY NOT I I BE REPRODUCED. 24'GMJ LINTEL(16 LINTEL BLOCK d 8"BOND CONTRACTOR TO VERIFY DIMENSIONS AND NOTYBEAM BLOCK ABOVE,SOLID GROUTED T06ETHER) ARCHITECTOFANY W/(2)#6 HORIZONTAL REBAR CONTINUOUS TIED TO(2)#5 VERTICAL REBAR AT SIDES OF OPENIN65. 3 R V VARIATIONS. WRITT PRECEEN DIMENSIONS HAVE #6 HORIZONTAL REINFORCING AT LINTELS MUST DENCE OVER SCALED EXTEND 30"MINIMUM PAST SIDES OF OPENINGS IN DIMENSIONS. 6ROUTED COURSES(STANDARD BLOCK( 24"GMU LINTEL(I6"LINTEL BLOCK d 8"BOND pTW 6 BEAM BLOCK ABOVE 50LID GROUTED TOOETHE "I .�� Q o a W/(2)#6 HORIZONTA R TIED I I I I I I I 111 I I 1 3 TO(2)#5 VERTICAL REBAR AT SIDES OF OPENIN65. 4 p V d N #6 HORIZONTAL REINFORGING AT LINTEL5 MUST - II1I IIII f iI IIII II11 1III IIII I(II iII IIII IIII II iIII III IIII III1 °A —�u3 vL auI i EXLtNU 30"h 3 II I(I co O p G l GROUTED(CURSES(SPLIT FACED BLOCK) RI.- Off.— In O #5 HORIZONTAL REINFORCIG AT LINTEL5 MUST EXTEND 25"MINIMUM BEYOND SIDES OF OPENIGS IN GROUTED COURSE U.N.O. -I Al I LINTFL5 TO HAVE 05 VF:RTIGAI as 16"O.C. 1 1 I I I I I I I I I I I I I I a LLj N a 1 I 11 1 I 1 1 I I I I I I I 3 I I u ` •1y. _.II I I I I I I I I 1 I 1 I I O I 1 I I I I I I 1 I I I I I I STEEL BEAM_SCHEDULE _ _� ....._ =- ---- ---...- ___ si ,- - -- DULE - - - - 1 Q P WI2x40 STEEL BEAM,FIELD PRIMED y ( uuu 1 i 1 i I I O y O AND PAINTED 3 5 -J I kl � 1 , I > -��- .:- _— r � WOOD BEAM SCHEDULE VERTICAL REINFORCING FOR GMU WALLS TU ,l 5 L..__.�., � r --- ---__-_- - - ®MARKED WALLS,#5's®8"O.G.IN GROUTEDy'II 1 I I I I I I l l l 0 CELLS. I I I I I 1 i I I I I I l l l l l l l r 2 AA l A"x9 Y,"PARALLAM �� 2 I I I I I I I I I € b"ROOF DRAIN d EMERSENGY SCUPPER DRAINAGE CRICKETS 1j I � I�� I I I I I I 1 I I I I 1 � _L.•.ri'. .. �__ -, l-:. L I_.:_... I I I I 1 1 I 1 1 i,.,..L.r... ; I I "•J ., (TYP.OF - -' 33'-6" 34'-0" I CANOPY - 5 ..:I I l I Ji i �,1,�i 1� � 1 Ii•. I� � j �', i i 1 � �i � 11 1) .1 1 L 1_1 1 II [B _ � �_ la. .I 1 m o RTU RTU WLGRAFT I6K4 BAR JOISTS®48"O.G. 2 A I Q CANOPY Q I VERTIGAL REINFORCING FOR GMU WALL5 4 L -' — — \ ! I 1. ®MARKED WALLS,#5'e®8"O.G.IN GROUTED O a N RN I CELLS. — - - - - - - - - - J Q K N AA J ib"CANT(TYPICAL) la II-I/b" IJI/IIO's a 24"O.G. L 4 4 WLGRAFT 24K1 BAR JOISTS®48"O.G. w w '� RTU O A Z RTU _ N ROOF DECKING NOTE: ROOF DEGKIN6 TO BE 20 GA I Y2""B'DECK ROOF rr.AhaNc PLAN FASTENED TO JOISTS WITH%"PUDDLE WELO5 36/4 PATTERN AND#10 TEK SCREWS AT 12" -i • —_-- O.G.AT SIDE LAPS. OOF -=-• °--: --_ !� R FRAMING PLAN LICENSED � SCALE: I/8 • I-0 ARCHITECT AR•2780 RECEIVED f�0 O_F_SLOPE _f L�4 N �apY ,z zoos BARRETT SKIVER CRVG Z OF INOIDEPT SCALE: I/I6• - I'-OY- gO1W STATE OFIDAHO Si ILL('lit 12 12-ROOF DATE: MAR 06 ExTERIOR 5IGNAGE NOTES GENERAL NOTES LEGEND PRoILcl0: 0502 A. ELEVATIONS NOT 5HOM SHALL RECEIVE SAME OR DRAWN BY: B-CRAIG GRAPHIC COMMENTS COMPLEMENTARY FINISHES TO MATERIALS SHOWN BELO W ® NOTE DESIGNATOR-REFER TO DRAWING NOTES ON THIS SHEET CHECKED: B-CRAIG c_7 THE HONDA'H'15 A 9"DEEP,NON-ILLUMINATED LOGO,FABRICATED IN ONE B. NEW EIF5 EXTERIOR 5I0IN6 TO BE SCORED IN 4'X8' REVISIc-z GRAPHICS DESIGNATOR-REFER TO SHEET G X WINGONS: 2 b.REV OF TWO RADII CURVES U51N6 MOLDED FIBER6LA5 MATERIAL.IT 15 MOUNTED PATTERN.WHEN NOT GRAPHICALLY SHOWN: 8-0 TO THE FACE OF THE ENTRY CYLINDER AND REQUIRE5 APPROPRIATE BLOCKING 4-D" TO ATTACH THE SIGN TO THE CYLINDER.AGGE55 MUST BE PROVIDED WITHIN EE El FIN15H DESIGNATOR-REFER TO EXTERIOR FINISH 56HEDULE ON SHEET 2b THE CYLINDER FOR THROUGH BOLT CONNECTIONS. 01-DRAWING NOTES c 2 I. PROVIDE LIGHTING 0-3 THESE-51GN5 ARE INTERNALLY ILLUMINATED"CAN'TYPE 516N5 WHICH REQUIRE 2. 516NA6E OCGUR5 AT CENTER OF OVERHEAD DOOR5 BLOCKING IN THE EXTERIOR WALL5 3. 5TAIR5 C2006 BY BALTEUS DESIGN c_4 4. RAMP CRAIG)THE�EE DDRAWINGS . IMAGEPOINT IS AMERIGAN HONDAS AUTHORIZED SIGN PROVIDER. 5. SIGNAGE CENTERED ON WALL ARCHITECT ANDTMMAOY NOT ALL EXTERIOR WALL MOUNTED 516NAGE HAS SPECIFIC AGGE55,ELECTRICAL BE REPRODUCED. ANP tAll'I'JRI (1.3LOU:IN6d RI_aUIRLMLNI WIIIGI1 M(b] 13L 0131AINLD I ROM CONTRACTORTOVERIFY IMAGEPOINT AND COORDINATED WITH DEALERS ARCHITECT/ENGINEER. DIMENSIONS AND NOTIFY ARCHITECT Of ANY FOR MORE INFORMATION ON WHERE THESE 516N5 ARE TO BE PROVIDED, VARIATIONS. CONTACT YOUR HONDA PROGRAM MANAGER. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. SYNTHETIC STUCCO 0 �. o oa COLORED METAL PARAPET CAP 14 z 'bb �� o CF-3 C7 [d m N N P-6 L V v s 12l'-4" >I I i I l till I N 124'-8„ T.n ;SG COLORED METAL EMERGENCY CA 5CUPPLP5,MA1CI1 GF3 1 L :l .I I l I I7. L . .-.+✓t n s_ O r.r T i. ru 3 z O PAINTED SPLIT FACED 1 x I _ t t r 1 S c (MU •- ..,.w� .. .. .. \ .. ...L 7:L�': .1 I:�;TS 1I1'I.la.l r Ia.l 1."LT1�7 1:: : .. D-4 D-2 D-2 D-4 D-2 EXPANSION JOINTS TYR TYP. TYR 20'-0"O.G. 'II ROOF DRAIN WEST ELEVATION ROOF DRAIN SCALE: 1/6' 1'-0' NA 0 u- 4— METAL GLAD CURVED r_ ENTRANCE CYLINDER COLORED METAL PARAPET a CF-3 EIFS-I CF-1 CF-2 GAP ¢ A P-g M-2 130'-O° o O 12l'-4" — _ �.�• c T. 123'-4" 124'T.0 Q 3 �.L .. z a. 0"T COLORED METAL SIDING z rI.:Ir:! Irl:I�. rilrr �, _ BY ALUG013OND Q�. O N SYNTHETIC STUCCO — ELEVATIONS ,_1"- �► 100. O� 98'-8 SF-1 M-3 4 3 TYR 8'-O"x4'-0"PANEL LICENSED REVEAL ARCHITECT AR-27B0 PAINTED SPLIT FACED E,V ED 5OUTN ELEVATION G"U P-6 FMpV �22996 SCALE: 1/8' . 1'-0' GIFyOFwOpE t��loG BUrLO BARRETi SKIVER CRAIG STATE OF IDAHO I I•ELEV2 DATE: ... MAR 06 EXTERIOR SIGNAGE NOTES GENERAL NOTES LEGEND PROTECT 0502 DRAWN BYY: B•CRAIGRAIG A. ELEVATION,NOT 5HOWN SHALL RECEIVE SAME OR ® NOTE DESIGNATOR-REFER TO DRAWING NOTES ON THI5 SHEET CHECKED: B-GRAIG 6RAPHIG COMMENTS COMPLEMENTARY FIN15HE5 TO MATERIALS SHOWN BELOW ' REVISIONS: 4-26-06 THE HONDA''H'15 A W DEEP,NON-ILLUMINATED LOW,FABRICATED IN ONE D. NEW EIF5 EXTERIOR 510IN6 TO BE SCORED IN 4'XV G-x 6RAPHIG5 DE516NATOR-REFER TO SHEET 6-X REVISED FRONT ELEV OF TWO RADII GURVE5 U51N6 MOLDED FIBER6LA5 MATERIAL.IT 15 MOUNTED PATTERN.WHEN NOT GRAPHICALLY 5HONN: 8'-0' FOR 6LA55/CANOPY TO THE FACE OF THE ENTRY CYLINDER AND REOUIRE5 APPROPRIATE BLOGKIN6 4'-0" LAYOUT,BSG TO ATTACH THE SIGN TO THE CYLINDER.ACCESS MUST BE PROVIDED WITHIN FIN15H DE516NATOR-REFER TO EXTERIOR FINISH SCHEDULE ON SHEET 26 THE CYLINDER FOR THROUGH BOLT CONNErTION5. 01DRAWINC3 NOTES I. PROVIDE LIGHTING G 2 THESE 516N5 ARE INTERNALLY ILLUMINATED"CAN"TYPE 5161`5 WHICH REGUIRE 2. 516NA6E OCCURS AT CENTER OF OVERHEAD DOORS c-a BLOGKIN5 IN THE EXTERIOR WALLS GROUP (BBRRETTS DESIGN S. STAIRS GROUP,(BARRETi SKIVER G-4 4. RAMP CRAIGI THESE DRAWINGS ARE THE PROPERTY OF THE IMA6EPOINT 15 AMERICAN HONDA5 AUTHORIZED 516N PROVIDER. 5. 516NA6E CENTERED ON WALL ARCHITECT AND MAY NOT BE REPRODUCED. ALL EXTERIOR WALL MOUNTED 516NA6E HAS 5PEGIFIG ACCESS,ELECTRICAL CONTRACTOR TO VERIFY AND SUPPORT(BLOGKIN6)REGUIREMENT5 WHICH M15T BE OBTAINED FROM DIMENSIONS AND NOTIFY IMA6EPOINT AND COORDINATED WITH DEALERS ARGHITEGT/EN6INEER. ARCHITECT OFANY VARIATFOR MORE INFORMATION ON WHERE THESE 516N5 ARE TO BE PROVIDED, WRITTEN DIMENSIONS IM CONTACT YOUR HONDA PROGRAM MANAGER. PRECEo NCE OVER SCALEEDVE DIMENSIONS. 20'-0"DIAMETER METAL GLAD ENTRANCE CYLINDER Q M a A EIFS-1 CF-1 G-3 CF-3 M-3 O ¢ o tV v-n M-2 G-1 CF-2 zba 0 SYNTHETIC 5T000O COLORED METAL PARAPET C7 i m N N 1I CAN Ej U CF-3 u-_3 M_3 I6 — T.O.P�� y a EIFS-1 G-4 QP�_ --- - -- -- - --------- Is 5 0 2T-4" — - _ 'yam i T.O.M�0 0T0 _ -—-—-— 124'-8" t.i.LT. trTr I1 l 5YNEIG 5GG0�� I �au C�, CYO U vOSP — P^ } h Z 4COLORED METAL5IDING m _ BY ALUGOBOND _ COLORED METAL GANOPY I �I ,-.W W. PAINTED SPLIT FACED L' -- -- / - -- -- N GMU(COLOR TO MATCH \ / \ m m EIF5-1) P-6 \ \ / - - F.F. _ y. L g_8 —-—- 100'-O G-5.1 !L SF-1 4 G-9 rCURVED M-2 SF-1 b'-0"x4'-O' PANEL 2 D-1 TYP, TYP. REVEAL SIM. WALLU NDERSIDE M-1 TYP. EAST FRONT EDGE M-2 ELEVATION SCALE: I/S' 1'-0' Li THI5 FACE HAS BEEN REVISED 4-26-06,B5G n 0 �. c.. Y METAL CLAD w ENTRANCE CYLINDER M-3 F-3 Q VE CF-3 Ox COLORED METAL PARAPET - G-2 EIFS-1 _ g ¢o GAP Q.P -—- Q r 130'-O" P-6 -1 4 COLORED METAL PARAPET W e z 6T.O.M --- GAP z 124'-b" Z T.1 rr$- J, I 1 123'-4" I.I. iLI 1 1 L]. S _1 .17.1 COLORED METAL SIDING L u BY AL00013OND II'-0 T 11r r r T 1L r r C a ____ __._. JS T. T�1 1.IS 1111E "I frI1r 1'Sr11T 1CI.I:ZT 1'1 d z Q COLORED METAL GANOPY LIt� rzri I t1t t r r1 PAINTED SPLIT FACED ELEVATIONS = rri r�J.7:r.J r T r T. 1 T c ._ zzr rrrLL u GMJ(GOLOR TO MATCH r tTrli f1IlrrIrlT P-6 SYNTHETIC STUCCO / � / - LICENSED ARCHITECT 100'-0" r_. - ___ F.F � v ED AR•2780 3 ® M-2 D-1 4 SF-1 SF-1 D-2 RgG \22065 TYP. TYP. PV s a aa30wND°� <v11\oL- jj�� I \ / BARRErr SKIVERCRAIG NORTH ELEVATION ATION STATE OF IDAHO SCALE: 1/8' = 1'-0' SHEET#,1 iQ 10-ELEV 1 DATE: MAR 06 C PRO]ECT N: 0502 14 DRAWN BY: . B-CRAIG CHECKED: B•CRAIG 140'-0' REVISIONS: 3-23-06 ADD C.ON5ULTATION AREA WALL DIMENSIONS.13% 21'-4• 3'-4' I'-4' 16'-0' 1'-4" 24'-8" 2 8 V-4" 2 9" 3-4' 3'-6' 32'-6° 3'-4`1'_4" 101-0" 1'-4,4'-O•1, 4-26.05,REVI5ED SHOW- I' ROOM COLUMNS/GLASS LAYOUT,BSG 'i. J_— C2006 BY BALTEUS DESIGN r..--.. OIL ARREL 21 GROUP, BARRETT SKIVER l b O sO B O8 r Os 10 STORAGE PARTS AREITHE PROPERTY OF THE } RECEIVING I' 4 E V-5" 1 BE REPR DO UCED. Y NOT CONTRACTOR TO VERIFY 1 v O o i o °? DIMENSIONS AND NOTIFY ARCHITECT.,......... ❑ in 1 .. 19'-8''-� I g Q VARIATIONOF ANY PARTS - ry WRITTEN DIMENSIONS HAVE S. 1210 Sr 31 8 I PRECEDENCES.DIME ONOVER SCALED STORAGE 20 "B' ' v UP Q da 4 4 SERVICE BAYS v 30 _ 0 UPa _ I Q z bA .� M N N I = BREAK v[ U �. SALES/CONE, LLJ o o PARTS / 2z v WORK ROOM O m L N' a= R E ❑ p Y SERVICE O` 1rIEN _ GROG USE 5TOR ii con > v O II = MANAGER 29 24 z3• J,4N 'R i B R 5-5' 1 s F p_ 4� N M °� 17 II-B 14'-5" cu WW GENERAL n GENERAL R p L]� O7 O z= R B 4 PTECARTS _ OFFICEO m ��`IANAGER O I z6 In 6 =o �I - - ®3'-4` II,_4. 3��. :o b�_8�� l'_4• 4`-0' 3.-4" p�E 0 O 4'-B' I-4" I6 1'-4' N i-v 4 32 28 ------------ v C .o W O.. CLERK RETAIL io a la 6• a lo" s-o° la'-e' ^ 4'x4' 27 WARRANTY PENIN6 26 in >> -0" R1-- �4 ASHIE PARTS A CONSULTATION _ KIDS PLAY 2a-o" DO N ° AREA O j ---- / CONS TAT E SERVICE '-6 - ;� RECEPTION I'6" II'9" INFO CENTER DISPLAY SHOWROOM j • O UP 0ij _.... _.. 2 :c - " O • 14'-0' b"Vx 4'-0"PIPE BOLLARD5 b. O MANAGERS PAINTED BLACK(TYP.OF b) 4 5 0 G Q'-0" m OFFICE n Y B m CUSTOMER CENTER 0"BLOCK ` 8"BLOCK wco ` 3 Q 13 \� ...� ... ....,., t1" J a.. 71 -- --- I I.1J o I'-4' 161-0" P-4" 3'-4" 13-4' 8 0 2'-e _ - I za'-0 1a-o ENTRY Q r �I z RECEIVED u � L THIN FALLS 0 Q a7 1 ( 01 BOF IID:Nd DEpt. 9'-V 4 O 4'-6" a'-9" a'-a" b.l.. 6''9" I i B'-0" 3'-10" IB'-0" 3'-10' 0 13 tl WALL 5GNEDULE LICENSED 16 ARCHITECT \ ® b"REINFORCED CMU WALL AR•2780 LAYOUT OF THI5 FACE HA5 CHANGED,4-26-06 4" b"8"FRAME WALLS,(ENGINEERED 5TUD5 OR STEEL STUDS) 1st, FLOOR PLAN _ Ai,_E__ BARRETf SKNER CRAIG -- z SQU FOOTAC�ES STATE OF IDAHO GONSULTATION AREA Ist FLOOR 12,062 5F SCALE: I/S' • 1'-0' FUTURE 2nd FLOOR 2,400 5F SHEET# 7 7 fI PI I Rc-LA, RECEIVED MAY 17 7305 CMU VERTICAL $AR CITY OF TWIN FALLS BUILDING DCPT. 30' MIN LAP Bulfrjin I`I;r'c 's ue "�?rt rPtirit�w-d and ap rGtfi;ra All ConS.rr.il ilen iabjc�.4 to i ,l(i ►I I� 7 [Page _ a# EXISTING VERTICAL BAR Dal MIDDLEKAUI-F HONDA ADD ADDITIONAL 05 BARS IN STEM WALL ADJACENT TO EACH EXISTING VERTICAL - NEW BARS MUST EXTEND MINIMUM 30' ABOVE TOP OF STEM WALL Vic, 'v TO LAP ON VERTICALS IN CMU 7 e DATE: MAR 06 6'CONCRETE SLAB W/REBAR PROJECT a: 0502 HOLD FOUNDATION DOWN b"AND POUR MAT(R4's®Ib"0.C,I,ON ENGINEERED DRAWN BY: B•CRAIG FLOOR SLAB OVER,(TYPICAL®ALL FILL COMPACTED TO q5%AND 3" CHECKED: B•CRAIG 5 OPENINGS) 3 GRAVEL LEVELING COURSE. REVISIONS:4-15-05.REV s s DETAILS 5,6 AND, 140'-0" FOR WIDER FOOTING 68'0 ,2,_0, RECEIVED 4-26-05,REVISED MAY 12 2006 FRONT FOOTIN65 PER 21'-4" 3'-4" I'-4" I6-0" 4" 24'8" 2'-8" 6-4" 3'-8"3'-4" 36'-0" 3'-4"I'-4" 10'-0" I'-4"4'-0" OIN OF 7N IN FALLS HONDA,B56 BUILDINO DCPT. —a ee'�. — — --- — — — I 02006 BY BALTEUS DESIGN [; — — — — — i, ,, GROUP,(BARRETT SKIVER CRAIG)THESE DRAWINGS ARE THE PROPERTY OF THE IJ I I I I I I .�\�`//l BE REPRODUCED MAY NOT 6'CONCRETE SLAB W/REBAR UNDERGROUND EXHAUST MAT(#4's®Ib"OLD ON ENGINEERED I B �-SYSTEM I i i i FF.Q I �� CONTRACTOR MENSS ONSOAND VERIFY OT F FILL COMPACTED TO q5k AND 3" I ;I I (SIM) I i I b I I Q VARIATIONS.CT ANY I GRAVEL LEVELING COURSE.. I I I 1 I I I I I b I WRITTEN DIMENSIONS HAVE ,, 7 I PRECEDENCE OVER SCALED I 5 I I I I DIMENSIONS. 2-01 ' i --0" I Y I IIi --IiiL _ - - - - - — - -� m Q oa --- --- ---- -- - -- - -- _ 4 I I — — — — — I i' — — — — , — • Q 4 CONCRETE SLAB W bxb-10/10 Q 'gyp N a W.W.M. ON ENGINEERED FILL IIII I GOMPAGTED TO q52 AND 3" l7 Ri m N No m I GRAVEL LEVELING COURSE in L- F.F. g i ` 8 co 2'-b'STRIP FOOTIN I I I I 5 I l2 I m Q z= g- - - - - — I- - - - - J — _ -------- - ----------- ---- -- ------- _ ------ — — J of ------------ ------- --- -- ---- ------- - N N SIM)—I 8 6" N I-4 I� 13 14'-8' 2'-0' I b �8 I 4"CONCRETE SLAB V41 bxb-10/10 s I O HAM. ON ENGINEERED FILL ~ 20'-0' I 4'II GOMPAGTED TO q5%AND 3" I I n�i 2 I 98,'8, I I4 13 14 I GRAVEL LEVELING COURSE. L ai ri II � O Q UF'y I g 4'x4'x1'-O"PIER FTG I .. R I O(4))R5's E.W.TYP, I 4"CONCRETE SLAB Wl bxb 10/10 W.W.M. ON ENGINEERED FILL -4" COMPACTED TO q5�AND 3" c k 4"CONCRETE SLAB W/REBAR 26-0" I'-4"-/ 14 0 I GRAVEL LEVELING COARSE. I+ !r•- MAT(#4'5®16"O.CJ,ON ENGINEERED 42'0" I �Q q cv FILL COMPACTED TO q5%AND 3" I 10" 12'4" -10" b 4 W GRAVEL LEVELING COURSE. S Z o �'-0• 8" O / Q J W a z 4 Q 4'-10" 8'-0" 3'-10" 5' 3'-10" 8'-0" 1'-0" 12'-6" I'-O" 12-6" I'-.0 3'-6" RECEIVED y„ ,,, Ia.-0" 43'-4° MAY 12 LL a 2066 u aOIT/OFT"ItNO FF < Ll BNIAMO a7 oft te'. z x 10"ANCHOR BOLTS®3'-0" O.G.®CURVED L5L WALL FOOTING/FOUNDATI LAYOUT OF THIS FACED REVISED,4-2b-05 'i r C ;ad Plnns'ave LICENS been reviawed and approved ARCHIT AR•276 AB Construction Sub]ect to Field L,spcction FOOTING 4 FOUNDATION PLAN '�y - Page /� SCALE: 1/8' . 1'-0'----- --- _Date y/r ZoO� BARRMSKIVFRCRAIG STATE OF IDAHO SHEET#f 4 4•FTGFND,' i I i