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HomeMy WebLinkAbout04-53 420 Victory Ave plans REOFIVRO MAR 15 2004 CB OF ILDING DEPATLS PLANNING 4 ZONING ANAL` 515 DRAWING INDEX SHEET NO. DESCRIPTION ZONED LAND USE M 2 ��- 5F T TITLE SHEET/NOTES ILM TOTAL LOT SIZE I SITE PLAN -CONTOURS TOTAL DEVELOPED (THIS CONTRACT) 50Sb7 SF 2 SITE PLAN- UTILITIES ••PARKING: (SEE BUILDING ANALYSIS THIS SHEET) 3 SITE CONCRETE DETAILS S 4 LANDSCAPE PLAN MOST CLOSELY EMULATES: OFFICE 5 FOOTING/FOUNDATION PLAN Q_.j REQUIRED PARKING: N SPACE PER 500 SQUARE FOOT OF 6 CONCRETE DETAILS BUILDING - 1400 50. FT.(FINISHED OFFICE)/500 = 5 7 FLOOR PLAN BUILDING 8 FINISH PLAN/SCHEDULES I$.G.00GUPANGY: B G ELEVATIONS 10 ELEVATIONS REQUIRED PARKING STALLS: 5 11 ROOF FRAMING PLAN PROPOSED PARKING STALLS: 1-1,((2) HDG ACCESSIBLE) 12 BUILDING SECTIONS \ ® 13 WALL SECTIONS 14 SECTIONS DETAILS LANDSCAPING REQUIRED: 2 5F PER LINEAL FOOT OF FRONTAGE 15 REFLECTED CEILING PLAN PLACED BETNEEN BUILDING AND STREET 16 INTERIOR ELEVATIONS I60' x 2 = 320 S.F. PI PLUMBING PLAN MI MECHANICAL PLAN - HVAG / PROPOSED: 50561 S.F. -643a(BUILDING) - I6b07(ASPHALT M2 MECHANICAL PLAN - RADIANT FLOOR PIPING V 6 WALKS) = 27521 5F M3 MECHANICAL PLAN- RADIANT FLOOR DETAILS El ELECTRICAL DISTRIBUTION PLAN THE T N DRAINAGE: E2 ELECTRICAL LIGHTING PLAN w T4L ON SITE RETENTION: NONE. DESIGNED TO SLOPE TO THE NORTH L S 8410'44" W 287.55' FLAN ANALYSIS Based on 2000 Edition of Intemattonol Building Code Architect of Record, RU55 LIVELY ARCHITECT CHARTERED JZ Job Address; 420 VICTORY AVENUE w, Legal Descriptbn: NA P i I vy Occupancy Classftatlon. B Occupont Load Per Area: 1. 14 2: 51 3,-4.-5. I kwbw of Stories ONE 6: 7: Total, 65 LA Floor I� a Exits Required. Basement: Ist.2 o Basement: 3rd NA I5t.4h. NA �g�y . Yes.4thx No:Starlas :n� _ Type of Ganstructlon: `/-B Exit Skis: Yes: x NO: Automatic 5prhkler. Electrical Pkm: Yes: X No: 1 Yes No X Full Plurnbhg Pkme: Yes: X No: I1 Partial Wet DI'y r•Iedhmkal Plans: Yes. x NO: sA. Maxhum Floor Area Allowed By Code Whd Load:aO MPH 5elsmk Gkss: D RS+ Sq.Ft. 95os Snow LOW: 25 PSF Is'Puy N �c F Basis for Code Alfa a Increases: Foundation BearN Pressure: 1500 F5F Sprhklers: Yes: No. X Fire Wails pyer: NONE Req'd: Yes._No: X \� S atlm Occupaxy Separ Req'd: Yes,_No. X ,4.46 3g f Poo Area Separatlm r-_____S 8TO5'16_ E 429.29' 323.86' o m GITY INDUSTRIAL SUBDIVISION Req'd: Yee._No. X LOT-1 t 1 C.Ofrrnertt5 sr' bf5: 1 i iN a GENERAL NOTES 2" PRESSURIZED IRRIGATION FROM GLEAN OUT 1. MAKE NO C+LAN6E5 FROM THE CONTRACT DOCUMENTS WITHOUT CITY OF TWIN FALLS. SEWER SERVICE �- FIRST RECEIVING N2ITTEN PERMISSION FROM THE ARCHITECT. 1 TOP GO/GD 3719.0 N6-ERE DETAILED INFORMATION 15 LACKING,OR IF DISCREPANC!F_3 1 IIT - INV.5 3-115.00 \\ SHOULD APPEAR WITHIN THE CONTRACT DOCUMENTS,REQUEST I BY CITY OF TWIN FALLS 12 \ SW4 NE4 INTERPRETATION FROM THE ARCHITECT BEFORE PROCEEDIN6 WITH I I a \S 6s. SE4 NE4 THAT PORTION OF THE WORK. rc lc� C` 4�¢ 2. �MATERIAL PERTINENT TO THE MANUFAGTURE-E 15 MADE TO A MATERIAL STSYSTEMS ALL PARTS 2`0 PVC FOR FIBER OPTIC I Io I m \F 3 SPECIFIED SHALL BE FURNISHED AND INSTALLED. GABLE BY CITY OF TWIN FALLS I O 90 \ 06• N 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND I I w SCOPE OF WORK I �oSS I ai CONDITIONS AT THE 51TE BEFORE STARTING WORK,AND THE Q� \ ARCHITECT 5HA_L BE NOTIFIED OF ANY DISCREPANUE5. SO' I O N 0 I N w PRIVATE 4. ALL MATERIAL GALLED OUT IS NEW UNLESS OTHERWISE INDICATED. 5. TYPICAL DETAILS SHALL APPLY IN ALL GASES MX-55 SPECIFICALLY 5HONW OTHERWISE. WHERE NO DETAIL 15 -- - --- � I'��L 5140M,CONSTRUCTION SHALL BE AS NN FOR OTHER �Z � MI5'l'U t I� o SIMILAR WORK. 18 7 PULL BOX I I I 0 70.16' W �OHt"'% 6. ALL CONSTRUCTION TO MEET OR EXCEED 2000 IB.G. 3U -- _ --- --------- I I o VICTORY ___ AVENUE N 8TO5'17" yy / 960.72'_(B.O.B. INDUSTRIAL SUBD. ) W 1I4 ORNER `-`�� / ""--- M—",----�N 87 ------ _.� --;�--- 05'17" W 2641.84'- __ -- ---�_N 8T05'17„ —17 16— {� FOUND /8' IRON WN " CPF,# 010229 M- =�__IN 1194.70�� GW � � W � I O I O / I E UN CORNER QCD FOUND 5/8" IRON PIN V I C I N T 1' PLAN CPF# 896145 1 QN11D / CITY INDUSTRIAL 'IC""CT �. NTS NW4 SE4 NE4 SE4 H 7___ D EDENCE OVER RUSS LIVELY ARCEMCT, CRARTERI,D DATE: DEC fD3 SUBDIVISION WIMENSIONS AR-I 8 40 SMENSIONS. 2068 ADDISON AVE. EAST (734-4303 DRAWN BY: ,. sHieET Nq0 LOT-2 VENSIONS ANDNIS OFFICE OFN FALLS IDAHO 83301 CHECKED: RI-ilATIONS. REVISED: I-9-04 © RUSS LIVELY TOTAL REVISIONfI!A ,CHARTERED PROJECT: A NEW ANIMAL SHELTER FOR: 3-3-04 TOTAL RUSSL !LY ( THESE DRAWINGS ARE A,/ A. T THE PROPERTY OF THE TWIN REVISION BSC ARCHITECT AND MAY CITY OF TW I T�1 F,4LL JOB NO. >✓i�3 STATE OF IDAHO NOT BE REPRODUCED. 22'-4" MATGH EX15TINO GRAVEL A 26.63 Q�0 1 1 64'1 24.50 b. 21.03 EX15T EXIST ! / 26.04 1 I j 1\ 2.40% -- I I / I I 26.42 ' 3" STREET MIX ASPHALT � Al,A 1 I EXIST F.L. (GIN OF TWIN FALLS 1 I / RECEIVED 26.g5 SPECIFIGATION5) APX. _ _ _ -ry 4 1 I 1 1 -- `_ _` I 4,220 S.F. GROWN LINE - - - r MAR 2 5 2004 1 / CITY OF TWIN FALLS TO 3121.45 � 26.04 1 ' 2 I I I BUILDING DEPT. 26.28�, $---�I 30�_g"I 25.55 24.62 2.401 1 --- I------- - -------- = i i r / 24.31 ------------- -- ----------------------- --------------------- 1 0: I m p p 5'-6' 24.20 I 1 ! 1 - - m � I .58 ; 14'-Q" I 25.64 24.66 I 1 I N 2-7.44 j / 1 I TO 3121.g4 m J .. v I / Q Ui n Ni < I m F I Xs 11 I LL 24.65 - z 24'-0' 25.0 I l9 24.80 24.61' \ J 2 Z O 2.40% --' .I:.•'..- 1., J I .t.�'•::F-'.i--'1--'•i--!'F-!.F>'l.'-,�.. F•'.1-! F'.V� }:!-F'..tr 1-';1 1 F F.F.® 3 GRADE REAK tL I. 125.0 3 1 ::.1 '•:.:1:,..•.I •. .1 .' I:. 1.. I;.I fl. i .:I. I,.:f"..I, `1-jL . 1 i I 24.6q I C I 1 . ; '. F..1 .:,i:. " � 24.11 25.0 1 I I I ' � I / v I I / � - / ❑ / /I 1 1 1 I I :L 4:_0: (MINIMUM) I 1 1 I 1 1 t < r r I I I ! Q 24.31 1 ❑ / 1 1 3128.20 i I 26.16 125.15 2.40% r 24.55 24.48 1 J?I J JT}J �� 1p 1p Ep y III, / II I i � � I I I •.T.. // i .I .1., I. ..I I.. . i" A 'I / ? j 25.23 GRADE BREAK A 10'-6" 4'-0" <. r: a. <. r. r•. t� r '1 < <,t r: t' i\ 24.80 A d I (TYPICAL) 4:1 SLOPE _ 11 1� •.. / I i > q I \96� 24.5 25-0 25.0 24.1 GONGRETE APRON / I 1 GRADE BREAK 11 1 I I \ 1 3-725.11 1% 24.14 \ 23.5 22.1 131' . , 23.0 \ � I 30'-0" \ N 02'54'44" E 38.00' - - - - - 1 COMMON PROPERTY LINE W/ VALLEY GUTTER 115WIRE COCA-COLA" &FADE BREAK - EXISTING CHAIN-LINK FENCE 1 (COGA-COLA) I ! I / I 1 1 )43' => ?.06 sF - Lorxiscq?1i 4r exceeds min• Se��S, y SITE LEGEND NOTE: SITE PLAN REFER TO SHEET#2 - -- EXISTING CONTOUR SCALE: I' 10'-0' FOR UTILITIES NEW CONTOUR 3128,11 -\. SHEET TIT EXISTING SPOT ELEVATION 1-SITEiI LICENSED ARCHITECT 24.14 NEW SPOT ELEVATION HWRITTEN AVE PRECEDENCE OVER RUSSS LIVELY ARCHITECT, CHARTERED DATE• C 03 AR-1288 SCALED DIMENSIONS. 2068 ADDISON AVE. EAST(734-4303) DRAWN BY: 5-SO SHEET NO. VERIFY DIMENSIONS AN NOTIFY THIS OFFICE OF CHECKED: R 4L TWIN FALLS IDA HO 83301 ANY VARIATIONS. REVISED: I- -04 ®2003 BY RUSS LIVELY TOTAL_REVISION ARCHITECT,CHARTERED PROJ CT: A NEW ANIMAL SHELTER FOR: 3-3-m4 TOTAL Russ.uv L§ THESE DRAWINGS ARE N HE PROPERTY OFAy THE C I tY OF TWIN 1=,4LLS J NoSION SSG , OTHBE CREPRODUCED. 0103 STATE OF IDAHO I-sitel.dwg 3-10-04 11:17:48 om MST r C ---- PULL BOX \ II \\\ I I \ I \ 2"(0 PVG(SHEDULE 40 BURIED \ 4'-0"BELOW GRADE) FOR f FIBER OPTIC GABLE,TO PULL \\ BOX. PROVIDE BY CONTRACTOR.PULL WIRE. i I \ 2" PRESSURIZED IRRIGATION BY THE �C 0 E I V E D CITY OF TWIN FALLS. I--� NA"2 5 2004 rITYk�iValN FAL DEPT.LS I 4 lP PVG IRRIGATION \ ------—___ CONDUIT — _ _ _ _ — — — = 5-6" ' (TYP) \ I ' I ' A I I 3 p I � I 1 3 UNDERGROUND TEL 2 EPHONE �C I I "m PVC 3121A4 i I; SEE DETAIL D/3 i f lTl P.of(2)J y (TYP) I TO TIME CLOCK C S I 'I3 3 I IN MECHANICAL �ROOM I --��---t)G -- - -_�-=-----------------tJ6 --------------- T----- -- ----- i i I ' SEE DETAIL 113 ------ 24'-0" ' (TYP.OF(2)) 'I I ' SEE DETAIL 313 3F1.F.® 3 . 1. .•..i ...:.I: .i-.:1.:•. I1::, I1 'I. I 1'. t `I; 'I • I•.'A1r,:P1 A 25.0 ' .I I..-1I• l.:;l .a: 'I_ I. ::I` 1 ' • : '. ' _� L 1 1 I` '1 ."'1 t l ;I I .I I. :I .I t.•I ••:I_..I•.•I ' 2"WATER METER(BY I SEE DETAIL 2/3 4 (TYP.OF(2)) KNOX — I 1 I I I I I I I` I I I I 1 1 GIN OF T.F) I I � °� WALK OF LIFE BOX PAVERS(N.1.0) ❑ 1 - i y- . — . — .— . — . I LLII — • yl— . — . fi . .�. . I I 1 3128.20 i 20'-0"(TYP) 30'-0" 20'-0"(TYP) GOTG I I I ul 4"� PVC IRRIGATION .�'. r "i-7� •� ,�''i3 ' CONDUIT a, t. ; <. r�t r t < �r�?�-e...t�?': e I ' SENER SERVICE BY CONTRACTOR I I ----UCV=---------------------d6P-- I 4"m PVC IRRIGATION I —CONDUIT 3 ITYP) I I 3128.11 I I 4"m PVG IRRIGATION ' -- CONDUIT \ I cI0 I __ '• GLEAN OUT � I TOP GO/GD 5 I I -----_.___ ----- INV.53115.00 I _ VERIFY CONNECTION W/C CITY OF TWIN FALLS ' I _ I I 3 02'S4'44" E 338.00' SEWER LINE(BY b"m OTHERS) 'I I COMMON PROPERTY LINE W/ N - "SHIRE GOCA-COLA" EXISTING CHAIN-LINK FENCE (COGA-COLA)(MAINTAIN 4 PROTECT) ELECTRICAL LECrtEND INDICATES(2)HEAD POLE LIGHTS,POLES TO BE PREFINISHED, I I 1 J� (FROM STANDARD FACTORY COLORS),SQUARE METAL AND 25, I.FT I L I T I ES SITE FLAN ® LwJ TALL,W/(2) 400 WATT METAL HALIDE FIXTURES EACH. SEE SECTION D3 FOR BASE INFORMATION.(SUBMIT SHOP DRAWINGS SCALE: I . 10'-0' ® AND COLOR SAMPLES TO ARCHITECT FOR APPROVAL). SHEET TIT LICENSED 2 81TE1 ARCNIiECi WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT CHARTERED A&1288 HAVE PRECEDENCE OVER R CEARTERED DATE• C 03 SCALED IMENSIDIMENSIGNS. '2068 ADDISON AVE. EAST (734-4303) DRAWN BY: SHEET NO. VERIFY DIMENSIONS AND NOTIFY THIS OFFICE OF T� I'i�� IDAHO 83301 CHECKED: RH ANY VARIATIONS. REVISED; ®2003 BY RUSS LIVELY TOT I VI ION ARCHITECT,CHARTERED P CY: ANEW ANIMAL SHELTER FOR: 3-3-m4—Al Ru S L r THESE DRAWINGS ARE THE PROPERTY OF THE CItY OI° tUJIN I`,4LLS REYISION BSC ARCHITECT AND MAY 0103 5 ATE Of IDAHO NOT BE REPRODUCED. JOB N0. 2-site2.dw9 3-10-04 11:21:21 am MST Asphalt d base to City of Twin Falls Finished grade Standards,(see Edges shall not have more Section F-3) than a 1/4"radius 5,_( 1/4"Per Foot Slope Req'd. 11110 OUTSIDE PROVIDE DUPLEX REGEPT. FLUSH HANDHOLE d COVER SIDEWALK KENNEL AREA O BASE OF LIGHT POLE J= IIII„=1 I_IT�=III=1TI_ I_I I 1=11111 T=11111� J1 IIIIIlldff 1�111-_III- - l4)3/4'm x 30"ANCHOR 4"GONG.SLAB ON q5% BOLTS _ -jjl IIIII-ICI 11J-�If(jJ-III COMPACTED(ENGINEERED)FILL IIIII-IT -0" 12b" FULL BASE COVER(TO _ _ =1 E anslon =1 -1�I-11�11j�J,,,,111�I-1� IfIJ IJ1J IIlll-- xP I/2"EXPANSION MATCH POLE) (3)#3 TIES® 12"O.G. I �Lp11 IIII iTl— 1�2"gravel P se corny IIII-Iuu�iju=u�, material acted to q5% required JOINT t SEALANT 30"DIAM.X 6'-O" SONOTUBE of ravel proctor t p. (1) #4 REBAR a TOP 2"ASPHALT ON I 3 BOTTOM(CONTJ COMPACTED BASE (1)#4 REBAR a TOP Q j,-1r (4)#5 REBAR,VERT. Soil compacted to q5%of the loll proctor typ. THICKENED (TYPICAL ALL EDGES) SLOPE d BOTTOM(GONT) - 1 1, 1 FINISHED ANDSGAPE GRADE EDGE / (TYPICAL ALL EDGES) - - B T`�'PICAL SIDEWALK SECTION 4"CONIC.SLAB ON q5% u_Illu=lug u=lm=liu-11J lu 1 - _ COMPACTED(ENGINEERED) FILL I/2"EXPANSION L—IIIII IIII IIIII— =L� di �d-y IIII=l�I=III I= =1=�-� 3 NTS LANDSCAPING 4 JOINT d SEALANT �1111_IIII-I 111=11111�'1111=1 III V5I1 1 � II 1 -IIIII=1�-IIII=11T1H STANDARD SPECIFICATIONS SPEGIFIGATIONS 401,402,403 I a IIII=L_Ii= IIIII=IIIII=1 JJII=IIIII III 11J=1 Ill-ll1 II 1 �1111=IIIII_IIIIIIII-IIIII IIIII=IIIII NOTES: -11111111=1111J11 1111�111= IIIII- BUILDING 11=IIIII=IIII=III=1 fl IIII 1 °i °`1 11ll)=lffJ=IIIII-Ilfff=lf�l=pllf-1 RECEIVED //I.Expansion material shall be required every fifteen feet(I5')and — SLOPES III I� Illl=1 II-I 1=jll=1 =1 FOUNDATION _IIII IIIII=1111�1111= t- IIII=III=IIIII=IT�TI=IIJI=ICI„ 1= I,If-III ^ _ -II IIII - _ tt�-IIII when ad�otnmg any previous concrete work(see 5td.Dwg. E-I =IIIII IIII=11 °° -- 6 =IIIjI=IIIII= IJj=1JIJ�I�- „ ` Illli IIIII IIIIJIIII=IIII 1 - I -��"II- --. - IIIII IIII IIII„I- -IIIII=IIII SOIL w/q5% 4 II' 1=1 1=1JiJ-I 1 ° Ia IIII I=011III IIIIII�I llla2III= CITY OF„�SNFOO4S IIIII- II and Std. Specs.401.02). 'lll�=L= — � COMPACTION 4 � 1=IIIII " r_-�m_- j� =1If=IIIII=III-- TY BUILDINGDEPT FALLS 2.Expansion material shall be required behind the sidewalk "11=IIIII-11111111Ir-IIIII 11111111 T-zll Iil 1 IIII=11111_�=1�' - "=""'ll=; 111_I1LI-IIII 1=I b" I_Iill IIIII_IIII I III -IIIII=IIIII= wherever there well be or Is a drtveway,walk or structure (see "'IIIII �I�IIII a IIII=IIIII -IIIII�III al 1 =IIIII= 5td. Dwg.E-I and Std. Specs.401.02). - N LEI III (ll1=11 �, III=IIII III 1171_ TI-1-q5%COMPACTED FILL 3.All cracked or broken sidewalk shall be rejected except as =1 II -IIIII * -- -<'1, IIIII=III= Indicated below: 501L W/q5% NOTE: PROVIDE EXPANSION JOINT (II III ^1, 1 �1111I a). There shall be allowed one (1)random crack perpendicular COMPACTION a APPROX.20'-O"O.G. -=ijl) -r 1I CONDUIT AS REQUIRED to the curb and within the middle one-third(1/3)of the 61 -I- t _ -1 L1_ five foot(5')sidewalk section per three hundred linear feet SEC I ION + TYP.APRON 1°_ m l (300') of sldw eaik. t 3 NTg b).There shall be no sections less than twenty-five square feet 8 SECTION ION +SIDEWALK/KENNEL gLAg (259.f) when sidewalk Is removed and/or replaced. 3 SCALE: 3/4 t- 4.Gravel may be three-quarter inch(3/4")max.or one and one D SEC i ION +LICsHT POLE BASE half inch(1 1/2")max,graded gravel (see 5td.Specs.412). 3 SCALE: 3/4' . I'-0' 10, Right-of-Way Varies Varies 1� STREET SECTION NOTES Varier, - o5 5treet Width 1 shall In Jude.Collector Street Section Grown 3" Asphalt mat-3/4"Plant Mix Only 2"-3/4" Leveling course m "' F 2S%-- 2.5% q"-1 1/2" Base course CCls8IKE All other Street Sections to be Q Asphalt determined by the city Engineer. NOTE G 1 1/2"Base Course Leveling Course 2.5%cross-slope measured 3 Q I I/ 2"0 STEEL PIPE Compacted 5ubgrade from Edge of Asphalt to Grown. „ FACTORY PRIMED PROPORTIONS AND PAINTED OR � T�'PICAL BALANCED STREET SECTION EACH GRID IS 2 I/2"SQUARE GALVANIZED. BACKGROUND TO BE PAINTED WHITE 3 NTg STANDARD SPECIFIGATIONS 401,402,403,411,412 AND 413 W/SYMBOL PAINTED BLUE GRADE NOTE ALL LINES FOR CROSSWALK # PARKING STALLS TO BE 4"WIDE. CROSSWALK LINES TO BE PAINTED YELLOW d PARKING LINES TO BE PAINTED WHITE. Varies Varies fY ° Uq G =Parki,9N)LIth Concrete Walk PUBLIC PARKING 2.4% --- LOT SECTION NOTES -t- ^ I.Sections: I D 1 I L PAINTED HANDICAP SICsNAGE 31 D E T�I L PAINT STRIPING 2" Asphalt mat-1/2"or 3/4" �� t Asphalt Plant Mix 3 SCALE :NTS -\DE I ,�IL HANDfGAP SIGNAGE 3 SCALE :NTS 3/4" Leveling Course 2"-3/4" Leveling course 3 SCALE :NITS 11/2"Base Course 4'1 1/2' Base course compacted Subgrode �F\ TYPICAL PARKING LOT SECTION 3 NTS STANDARD SPECIFICATIONS 401,402,403,411,412 AND 415 CONCRETE NOTES I. PROVIDE A HEAVY BROOM FINISH ON ALL EXTERIOR WALKS AND SLABS. 2. CONCRETE EXPANSION JOINTS SHALL BE PROVIDED A MAXIMUM OF 20' AND SCORE MARKS AT 4'-0'O.C.+ALL CONCRETE SIDE WALKS UNLESS PLANT MIX PAVEMENT FINISHED GRADE NOTED OTHERWISE. 3. ALL CONCRETE SHALL BE TRANSIT MIXED AS PER ASTM C-94 WITH A DESIGN STRENGTH OF 4000 PSI AT 28 DAYS,(NOTE: ALL FLAT WORK II= TO CONTAIN No FLY ASH). GRAVEL BASE COURSE MINIMUM II-II I�TI 4. FILL UNDER INTERIOR SLABS SHALL BE COMPACTED TO A DENSITY 1-�- II I I' III= OF W%AS PER ASTM 0-1557. FOOTINGS SHALL BE PLACED ON 95% IIII(U=17-ljjr=�j jLl=1 II�1��1=IIJTJ��-IIII 1=' COMPACTED EARTH OR COMPACTED FILL AS DESCRIBED ABOVE. Illy-1l1=_IIII_=11ll)=(JJI-IIIII=IIII_ — _ _ _Ilia— "'I -IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIII=IIIIL=III"- S. ALL SPLICES IN REINFORCING SHALL BE TIED WITH A MINIMUM LAP sUBGRADE ""'=IIIII=1 �,=1L=1Jjl=IIIII_=11="- --IIT AS FOLLOWS: (A) HORIZONTAL REINFORCING - 40 DIA. CONSTRUCTION METHOD: (B) CORNER REINFORCING - 40 DIA. GRAVEL COURSE FOR THICKENED EDGE SHALL 6. ALL EXPOSED VERTICAL CONCRETE SURFACES SHALL HAVE ALL VOIDS, BE GONSTRUGTIOED IN CONJUNCTION WITH STREET AIR POCKETS,ETC.,FILLED AND BLENDED TO A UNIFORM FINISH. SECTION GRAVEL COURSE,THEN GUT AWAY AS (SACK RUBBED). SHOWN. ASPHALT COURSE TO BE PLACED MONOLITHIC WITH STREET SECTION ASPHALT, 1. ALL REINFORCING STEEL SHALL BE GRADE 60. NOTES: 8. ANY 4 ALL EXPOSED STEEL TO BE FACTORY PRIMED, 1. THICKENED EDGE SHALL BE USED IN ALL -SHEET TIT INSTANCES WHERE EDGE OF ASPHALT IS NOT gl�� CONFINED BY ANY SOLID STRUCTURE.2. EDGE OF ASPHALT SHALL NOT VARY MORE LICENSED THAN(3") THREE INCHES FROM TRUE ALIGNMENT WRITTEN DIMENSIONS LICENSED LIVELY ARCHITECT CHARTERED DATE: C 03 AR•I288 AT ANY LOCATION HAVE PRECEDENCE OVER f SVERIFY CALED DIMENSIONS. 2068 ADDISON AVE. EAST(734-4303) DRAWN BY:� SHEET NO. NOTIFY T DIMENSIONS HISOFFCE OF D A nub Fh��* T� CHECKED: RHL ANY VARIATIONS. AU+S iLAHU 83301 REVISED: i-9-md ®2003 BY RUSS LIVELY TOTAI VISION ) T�'P(CAL T4-1 ICKENED EDC-r;E ARCHITECT,CHARTERED PROJECT: ANEW ALIIMA1 gHELTER FOR 3-3-m4 TOTAI USSL €LY ' THESE DRAWINGS ARE 3 NTg THE PROPERTY OF THE CITY OF TUJIN FALLS -MVISION BSC I I STANDARD SPECIFICATIONS 411,412 AND 415 3 ARCHITECT AND MAY 0103 STATE OF IDAHO NOT BE REPRODUCED. JOB NO. 3-siteconc.dw9 3-10-04 11:22:16 am MST ' ` \ \ � \ / ` \ _"R ZED IRRIGATION BY�THE ...... ... Eclj�NSTNI'N F�AL CITY FTWNFALLS BUILDINGIDEPT � ~ . ' L,4N[)eC-,4F:'E FLAN EXISTINS CHAIN-LINK FENCE IRRIGATION SYSTEM NOTEs IRRIGATION CONTRACTOR RESPONSIBLE FOF ppLy AND INSTALLATION OF ALL MATERIALS PER;z SU 7ATION SYSTEM INCLUDING CONSTRUCTION TO FULL IRRIr TAININ6 LANDSCAPE LEGEND SLEEVES TO ALL PLANTING 13EDS AND LANN AREAS. SYMBOLl CO;;�ON NAME BOTANICAL NAME SIZE SIZE 0 MATURITY - SYMBOL COMMON NAME SUBMIT SHOP vRANIw__9 TO ARCHITECT FOR APPROVAL SA^-%N - BOTANICA- AME SIZE SIZE a MATUR17Y SYME30L DESCRIPTION BEFORE COMMENCING Nof;ZK. PENNSYLVANIGA 1-1/211 CALIPER 301-40'SPREA0 CREEPING JUNIPER JUNIPERUS HORIZONTALIS (5) 1 GALLON b"41HIGH (BAR HARBOR) SPACE 4' THIS DFP.4WINo 18 SCHEMATIC IN NATURE. THE PLANTS AS RED MAPLE APART W-6-SPREAD ORA55 kr]DROSEED) INDICATED ARE rOR THE INUMBER 4 SIZE OF:PLANTS BUMALD SPIREA WMALDA 2 GALLON 5'-4'HIGH DIESIGNANSTALL. SUBMIT SHOP DRAWINGS AND SUBMITTALS VARIABLE SPREAD (ANTHONY HATERER) .51-61 SPREAD WLGH OVER NEED TO ARCHITECT FOR APPROVAL EIErcoRE HYBRID HONEY GLEDITSIA FABRIC COMMENCING wow_ '75-loo'SPREAD A5PHALT D UCENSED COLORADO BLUE Rl EN MEN DNS ARCRITECT SPRUCE W A,T P 0 EDE S'E, RUSS LIVELY ARCHITECT, CHARTERED AR-1288 NALK OF LIFE PA I DIMENSION AND RAWN BY: SHEET NO. CHARTERED (MON STRIP) THESE DRAWINGS ARE [MAL SHELTER FOR: THE PROPERTY OF THE RE 181 QN � �:V , 4-|ndscp.dwg 5-10-04 11.25.47om M5T PLANNING 4 ZONING ANALI'SIS DRAWING INDEX SHEET NO. DESCRIPTION TONED LAND USE MZ -50%1 SF T TITLE SHEET/NOTES I � f rl A L L TOTAL LOT SIZE 517E PLAN - CONTOURS MTOTAL DEVELOPED (THIS CONTRACT) 50,561 5F 2 SITE PLAN- UTILITIES 3 SITE CONCRETE DETAILS PARKING: (SEE BUILDING ANALYSIS THIS SHEET) 4 LAND56APE PLAN M05T CLOSELY EMULATES: OFFICE 5 FOOTING/FOUNDATION PLAN REQUIRED PARKING: (1) SPACE PER 300 SQUARE FOOT OF 6 CONCRETE DETAILS BUILDING - 1400 50.FT.(FINISHED OFFICE)/500 = 5 7 FLOOR PLAN BUILDING 8 FINISH PLAN/SCHEDULES I$.G.00GUPANGY: B 4 ELEVATIONS10 ELEVATIONS REQUIRED PARKING STALLS: 5 II ROOF FRAMING PLAN ® Il,((2) HDG ACCESSIBLE) 12 BUILDING SECTIONS PROPOSED PARKING STALLS: 13 WALL SECTIONS 14 SECTIONS DETAILS LANDSCAPING REQUIRED: 2 5F PER LINEAL FOOT OF FRONTAGE 15 REFLECTED GEILIN6 PLAN PLACED BETWEEN BUILDING AND STREET 16 INTERIOR ELEVATIONS 160' x 2 = 320 5.F. PI PLUMBING PLAN MI MECHANICAL PLAN- HVAG PROPOSED: 50,561 S.F. -6439 (BUILDING) - 164,01 (ASPHALT M2 MECHANICAL PLAN- RADIANT FLOOR PIPING 4 WALKS) = 21521 5F M3 MECHANICAL PLAN- RADIANT FLOOR DETAILS El ELECTRICAL DISTRIBUTION PLAN RAINAGE: E2 ELEGTRIGAL LIGHTING PLAN O�IIIIIIIIIIIIICON SITE RETENTION: NONE. DESIGNED TO SLOPE TO THE NORTH RECEIb'i-1, FEB 0 2 2001 0 nYOF1NryN FALy,q F>lR(mIQDEFT, s� n2 PLAN ANAL T'51S S 84'10W W 257.55' ! Based on 2000 Edition of International Building Code Architect of Record, RU55 LIVELY ARCHITECT CHARTERED Job Ad(ji.e5q, 420 VICTORY AVENUE w Legal Descrlptlal�i� Ouupaicy Ckssffkatlon, B Occupalt Land Per ArealI: 14 CELL TOWER 2, 51 3, 4, 5, Nanber of 5torle5, ONE 6.—I,—Total, 65 LA Fkar Areal Exits Required: Basement:_Ist.2 Q BCY.�enlerlt: Ist. 6,439 2nd: 3rd: 4th: 5torles Emergerxy Lkjlts: Yes:_No: STA.O+oO -EXISTING O 2nd. NA 3rd, NA 4th, NA x MANHOLE P. Type of Construction, v-B Exit 519%. Yes.x No, INV.S.E.3106.68 Autamat� Inkier, Electrical Pkns. Yes:x No. RIM 3110.22 `-'P' INV.5 5105.56 Yes No x Full Pkarlbhg Plans. Yes.x No, INV. N 3105.46 S PcAIal Wet Dry Mechrnkal Pkm. Yes,x No, SRS MaxkTw Floor Area Allowed By Code yard Load.90 MPH 5eismi,Glass: D R4S„ 1 5q.Ft. 9505 c M Land: 25 PSF Cq o(� F Basis for Code Allayed Ircreases. Fowdatlon BecrN Pressure. 1500 Ps' IS'1 k I oo p�FX/S� 2g0 Sp Iers: Yes:_No: x Fire Walls C p / OO, 0 NONE Req'd: Yes._No, x 6. \ ®o SOH s- 3 , ySeparation 1 83s$SF 46'5911 f P Req'd: Yes:—No, x p -- -3 -- Area 5eparatlon - S 87'O5' E 429.29' 23'86' Qp Re#. Yes,_No, x CITY INDUSTRIAL SUBDIVISION LOT-I I o Conments or As%gAions, 5TA. 4 -EXISTING MANHO INV.N .3109 1 i 245 LF 6" 5EWER I I INV 3-1 SERVICE® 2.20A5 � .3113. 2" PRESSURIZED IRRIGATION FROM \� GENERAL NOTES GIN OF TWIN FALLS. CONTRACTOR TO Is PROVIDE 4"cP PVC, (SCHEDULE 40 BURIED I. MAKE NO CHANGES FROM THE CONTRACT DOWIENTS WITHOUT 4'-0"BELOW GRADE) 4 2"m WATER FUTURE SEWER GLEAN OUT '0� FIRST REGEIVIN5 WRITTEN PERMISSION FROM THE ARCHITECT. LINE FROM GOLF COURSE FENCE TO THE SERVICE TOP GO/GD 3119 D ERNATE.0 WHERE DETAILED INFORMATION 15 LACKING,OR IF DISCREPANCIES SHOULD APPEAR WITHIN THE CONTRACT DOCUI-ENTS,REQUE5T ANIMAL SHELTER. (APX 290 LF) I I INV.5 3115.00 O SW4 NE4 INTERPRETATION FROM THE ARCHITECT BEFORE PROCEEDING WITH _ SE4 NE4 THAT PORTION OF THE WORK. sS34, 2. WHEN REFERENCE 15 MADE TO A MATERIAL SYSTEM,ALL PARTS 2"V PVG(5HEDULE 40 BURIED o rn \.04^ AND MATERIAL PERTINENT TO THE MANUFACTURES SYSTEMS 4'-O" BELOW GRADE) FOR p 0 00 ACRES f m \� 39 SPECIFIED SHALL BE FIURN15HED AND INSTALLED. FIBER OPTIC GABLE (APX. O \�Og• N 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND (4 305 LF) W/PULL BOX CONDITIONS AT THE SITE BEFORE STARTING WORK,AND THE w SCOPE OF WORK .5 , o N ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. i N w PRIVATE 4. ALL MATERIAL GALLED OUT 15 NEW UNLESS OTHERWISE INDICATED. cv 5. TYPICAL DETAILS SHALL APPLY IN ALL GASES LNLE55NN SPECIFICALLY 5HO OTHr= Wl5E. WHERE NO DETAIL 15 N ' w 1•T SHONN,CONSTRUCTION SHALL B NW E A5 5HO FOR OTHER • 'O ��/��� -- K.I ;n SIMILAR WOR 205' I Z < o --—-- 6. ALL GONSTRUGTION TO MEET'OR EXCEED 2000 I B.G. 1 lfl L7 PULL BOX I 1 ° 0 70.16' --- I 10 -- 30p VICTpRY AVENUE N 87'OS'17" W 960.72' (B.O.B. INDUSTRIAL SUBD. ) J ^--M--"��N BTOS'17" W 41 '-- ----�N 05' 7" W m1194.70' —17 16— W 1/4 ORNER / FOUND /8" 1 PIN 26 .84 8T 1 ------- � I O 1 1 E 1/4 CORNER SHEET FOUND 5/8" IRON PIN TITLE / V I C I N T�' PLAN CPF# 896145 LICENSED CITYINDUSTRIAL CT NW4 SE4 NE4 SE4 RUSS LIVELY ARI�HITECT, CHARTERED DATE: DEC m3 AR NT5 WRITTEN DIMENSIONS SUBDIVISION SCALEDHAVE RDIMENESIONS.NCE VER 2088 ADDISON AVE. EAST (734-4303) DRAWN BY: SHEET No. VERIFY DIMENSIONS AND T c CHECKED: RHL LOT-2 NOTIFY ANY AR ATSONSFICE OF FALLS IDAHO 83301 REVISED: 1-9-m4 ©2003 BY RUSS LIVELY TOTAL I�VI510N ARCHITECT. CHARTERED PROJECT: A NEw ANIMAL SHELTER FOR: BSC R 55L EY THESE DRAWINGS ARE THE PROPERTY OF THE CITY OF TUJIN F,4LLS JOB N0. ARCHITECT AND MA7 0im3 STATE OF{bAHO NOT BE REPRODUCED. t-title.dwg I-23-04 8:11:0-7 am M5T 22'-4" MATCH EXISTING GRAB 6.63 Q`°A 64'-3" 24.50 j EXIST 27.03 EXIST 26.04 i I I \ 2.405K - 24.54 26.42 3" STREET MIX ASPHALT ] / 1/ EXI5T F.L. (CITY OF TWIN FALLS �ry 26 q5 5PEGIFIGATION5) APX. _ _ _ - --_-_`_` I 4,220 S.F. GROWN LINE I I 1 I 1 1 I N 330'-0" TG 3 127.45 26.28 2 'O4 I 30'-5"1 25.55 24.62 2 / I I I I / f2.40% - - - -------- I - - - -- --- -- -- - - -- - -- - -- - -- -- - - -- -- Pj 25.gq �'-3' p P R5'3" n 5 b 24.20 1 N o 2.40% -- I p / 26.58 1 1 I4'q° 25.64 24.66 14'9" / I I N 27.44 Tr-3727.g4 I 1 m J N / I j rI i I ' WALK OF LIFE / / Q 24.65 / r PAVERS(N.I.Gj I OZ I ' I l\ $ I 24.80 24.67 I I I \ \ I LL2646 -- 1 I O 2.40% -- i' F.F.• I - - GRADE OAK 0. 3"125.0 3 I 1 cV. 24.bq J L \ I ?R III I 24.65I lip 25.0 f j g ❑ ' 1 i m 4-0 I I �I (MINIMUM) W T I I Q I I I I I 1 I o 24.37 a ❑ j o I 1 37 128.20 26.16 125.75 2.40A5 24.83 1 I 1 I I l 1 / �/0 Q -GRADE BREAK 0 10-b (TYPICAL) 24.80 __--7 / 4:I SLOPElu --1 II I \25A 96 24.5 I ` fr CONCRETE APRON / GRADE BREAK 1 3728.17 I i I i I I 24.14 23.5 22.57 131' I _ 1 ot 23.0 I 22 A0 N 02'54'44" E 38.00'I \ - COMMON PROPERTY LINE W/ VALLEY GUTTER "SWIRE COGA-GOLA" GRADE BR�AK 43'-0" / EXISTING CHAIN-LINK FENCE (COCA-COLA) I I ZIN0519Pm 2SF 13R Fr I / = P(,A¢ NOTE: SITE LEGEND REFER TO SHEET#2 SITE PLAN FOR UTILITIES EXISTING CONTOUR SCALE: 1' ■ 10'-0' NEW CONTOUR HEET TI7 3728.17 EXISTING SPOT ELEVATION I-SITEI LICENSED ARC T 24.14 NEW SPOT ELEVATION WRITTEN DIMENSIONS RUSE LIVELY ARCHITECT CHARTERED DATE• DEC 03 s B HAVE PRECEDENCE OVER 2088 ADDISON AVE. EAST (734-4303) SCALED DIMENSIONS. DRAWN BY:- SHEET NO. VERIFY DIMENSIONS AND .** CHECKED: NOTIFY THIS OFFICE OF FALLS IDAHO 83301 ANY VARIATIONS. REVISED: I-9-04 02003 BY RUSS LIVELY TOTAL VISION ARCHITECT,CHARTERED 0i E T: ANEW ANIMAL SHELTER FOR: B8C SS ELY THESE DRAWINGS ARE t *III THE PROPERTY OF THE /'�I I \/ OF TWIN F,4LLS JOB N0. m1m3 5 ATE IDAHO ARCHITECT AND MAY c T NOT BE REPRODUCED. I-Sitel.dwg 1-21-04 b:2cldb am MST r PULL BOX,(VERIFY LOCATION) \ I \\ r i \ 2" P4'6(SHEDULE 40 BURIED I \ 4'-0"BELOW GRADE) FOR 2"PRE55URIZED IRRIGATION FROM FIBER OPTIC GABLE(APX. CITY OF THIN FALLS\\ OR TO 505 LF) W/PULL WIRE PROVIDE 4V PVG GHEDULEE 40T(5 BURIED \ 4'-0"BELOW GRADE) 4 2"4) WATER LINE FROM GOLF COURSE FENCE TO THE ANIMAL SHELTER.(APX 240 LF) I \ . \ I \ 165'-0"CHAIN-LINK FENCING(K/5LAT5) \ b 1 ' 4"0 PVC, IRRIGATION = _ _ _ _ _ _ _ = 5'-b' , CONDUIT T�T \\ S II ' (TYP) \ 1 1 I I: A \ z 1 Al' Ii N z S (TYP) 1 1 I 'Ir SEE DETAIL 013 ' (TYP.OF(2)) 6Q'-4"GHAIN-LINK FENCING 3121A4 I II UNDERGROUND TELEPHONE I? C MNYL COATED) \ 1 3'GATE 1 TO TIME CLOCK �-------------------•UGC-------------------------- ----- ---- ----•- --------------- _-L��-- - -- ------- --------- IN MECHANICAL I� ROOM SEE DETAIL 115 I (TYP.OF(2)) I 24'-0" 6'-0" I I, � SEE DETAIL 313 Q'. : F.F.® ] ' I 3125.0 3 � z 2"WATER ' SEE DETAIL 2!3 KNOX CITY OMETERFBT FJ I i Q (TYP.OF(2)) PNALK OF LIFE AVERS M.I.C.) BOX G m = 1 © �� NEW 4 GAUGE CHAIN-LINK FENCING. 1 — — — (W/VINYL PRIVACY SLATS(CEDAR 1 _ — . — . — • — •— •— • — W• — — — — —W — — — L7 4 TONE)TYPICAL® ALL PERIMETER FENCING)AND(VINYL COATING COTG EVERYWHERE ELSE. i Z 1 1 20'-0"(TYP) 3a-0" 20'-O"(TYP) 3128.20 , I1 , I I v I 1 I \ LL 1 J =1 S SEWER SERVICE 4"'P PVC IRRIGATION __ 4 1 CONDUIT BY CONTRACTOR 1 — - - — — — — — — — — — 3'GATE 1 -----HSP-------- -------- -- UGP--------------------- -- I 'GATE \\ U ! I I 4"m PVG IRRIGATION — — — — — 91'-0"CHAIN-LINK FENGING(VINYL COATED) 1 CONDUIT _ \S 1 1 1 IL 1 I I II \ (TYP) \ 1 1 312L1i I �- 4'(P PVC IRRIGATION ' CONDUIT n GLEAN OUT TOP CO/GD 311Q.0 _ INV.5 3115.00 --------- --- (V I I — ADD ALTERNATE#I 1 6"4) SEWER LINE 1 I � 3 N 02'54'44" E 338.00' - I -- COMMON PROPERTY LINE W/ - - � I "SWIRE COCA-COLA" EXISTING CHAIN-LINK FENCE (GOGA-COLA)(MAINTAIN 8 PROTECT) ELECTRICAL LEGEND INDICATES(2) HEAD POLE LIGHTS,POLES TO BE PREFINI5HE:D, (FROM STANDARD FACTORY COLORS),SQUARE METAL AND 25' I TALL,IN(2) 400 WATT METAL HALIDE FIXTURES EACH. SEE T I L I'Ir I E C�J CJ I Ir E FLAN L�N SECTION D3 FOR BASE INFORMATION.(SUBMIT SHOP DRAWING5 U AND COLOR SAMPLES TO ARCHITECT FOR APPROVAL). SCALE: 1' . 10'-0' SHEET TITL 11 Z-SITE2 LICENSED ARCHITECT WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE: DEC m3 AR- 8 HAVE PRECEDENCE OVE 2068 ADDISON AVE. EAST (734-43V3) SHEET NO. SCALED DIMENSIONS. DRAWN BY: VERIFY DIMENSIONS AND 7��p CHECKED: RHL NOTIFY THIS OFFICE OF TWIN FALLS IDAHO 83301 ANY VARIATIONS. REVISED: 02003 BY RUSS LIVELY TOTAL REV161ON ARCHITECT,CHARTERED PROJECT: A NEVI ANIMAL SHELTER SLI L�� THESE DRAWINGS ARE (f" THE PROPERTY OF THE c I*%/ Or- TWIN I IN �f�"5 JOB N0. / ARCHITECT AND MAY L/ I t N/ l� 01m3 5 ATE OF IDAHO NOT BE REPRODUCED. 2-site2.dwg 1-23-04 8:IG:41 am MST Asphalt k base to City of Twin Falls Finished grade Standards,(see Section F-3) 1-1/2"(1) GALV.TOP RAIL Edges shall not have more (REQUIRED) than a 1/4"radius 5'-O" 1/4"Per Foot Slope Req,'d. `1 GAUGE GALV.CHAIN LINK FLUSH HANDHOLE d COVER W/VINYL PRIVACY SLATS PROVIDE DUPLEX REGEPT. ® (CEDAR TONE)® PERIMETER BASE OF LIGHT POLE ( m x 30" ANCHOR AND COLOR VINYL COATING 4" CONC.SLAB ON 95% BOLTS ELSEWHERE(COLOR BY OWNER) COMPACTED(ENGINEERED) FILL FULL BASE COVER(TO ill- pill=lTll =11=1llJ=L IllJf=1 III MATCH POLE) (3) #3 TIES a 12"O.G. - _wl III IIfIJTl=11IMP,= l�l-1n131_ullii_i1111=11T1-11= -' lil J=11 =111EI1i➢-_ III-1 - - - �III =1 1J-11-IIII-1�1=jjllfjfl=ljjll-IIIII �IfJjl-I �fI-J-Illll_ Expansion 2"m GALV.STEEL POST Q AM 6""- material EMBEDDED 2'-O" IN GONG. 2" ASPHALT ON 30" DI X '-0" 50NOTUBE 2"Gravel base compacted to q5% required (® 10'-O"O.G.MAX) COMPACTED BASE 1 °a � (4) #5 REBAR,VERT. of gravel proctor typ. 'tom 4)BO OM GONT)P 4 Q a' 1r I 1i FINISHED ANDSGAPE GRADE Soil compacted to C15%of the soil proctor typ. (TYPICAL ALL EDGES) - - -I/2"m GALV.BOTTOM RAIL / II=IIII= =1 H =l�l=II =1 II ��, ��y �fl-fj=11J1=1�11=1T1=1�J=1J 11=11111 T T FICAL SIDEWALK SECTION (REQUIRED) 1/2" EXPANSION l�lllll hill u111_I(T=111 1L1 . , _ ° ° JOINT � SEALANT III�IIII—IIIII III=11111�1111-11111=IIII ° 1 h • II 1 I I�J-I IIIII=IIIII-11=1�1=111—� 3 NTS 4 _ IIII ITT=IIIII=IIIII=IIIII-IIIII- - STANDARD SPEGIFIGATIONS 401,402,403 LANDSCAPING - IIIII=IIIII=III- l IIIII=IJI= =1 -Jj l 4 1 a 1 1111= 1 I]TI=�1 I�11-IIII-jO=11 NOTES: IIIHIIII IIII=III III IIII_' =IIIII-_ BUILDING IIII I- III-ITITI =Llllj=1l 1 _�_<I , 1p hill-DTI-IT=11111EIII-ITITI _ 11 11LI=1�=1llJ1 11111=11 I_ =11 FOUNDATION -11�I=ill hill 11111=111-ITTI MITT I I-11JI1_Ill=111i1=111f1_f1�f1=u"'-" t I. Expansion material shall be required every fifteen feet(15') and _I I_ "I=11 ITII IIII III IIIII-=1U ulll �jj-IJIII-IIII Q Illi 11111�1111=111111111�=IIIII-11111111=IIIII b -IIIII 1= SOIL W/45A5 fl 1 �111j1=1� - II(I1=�1-(jjJ1=1�1-IJ�I- when adjoining any previous concrete work(see Std.Dwg.E-I -I 1_Ig III COMPACTION f j=1�f f=�J II " 1 _ 1d -117I I�1I=III 1 and 5td.Specs.401.02), IIII=IIII Ill-IIII= 4 p _ 3 �, I Illl=11L r i _i 1 1=IIIII- -IIII=1_ -III=11iL l l l l Q / ill_=IIIII-IIII 1 all H I I I I= 2.Expansion material shall be required behind the sidewalk III IIIII=III< IIIII-IIIII IIIII N -� 20'o" °IIIII- =P wherever there will be or Is a driveway,walk or structure (see 'llll�-g1ID=11JI1= =�1=1 II 1° 1 IITI1-I gSSK COMPACTED FILL Std. Dwg.E-1 and Std.Specs.401,02). 'UII=III 1 �1- N =IIII -_ "1. IlEl�l_ II)L• -1- III=II •1a 1T I,_' 3.All cracked or broken sidewalk shall be rejected except as NOTE: PROVIDE EXPANSION JOINT APPROX.20'-0"O.G. Li Indicated below: . a).There shall be allowed one (I)random crack perpendicular b"m CONDUIT AS REQUIRED to the curb and within the middle one-third(1/3)of the five foot(5')sidewa aSECT ION TYP.APRONlk section per three hundred linear feet [ALSO SEE F-3,(CITY OF TWIN FALLS ENGINEERING 3 NITS (BOO') of sidewalk. DRAWING IN PROJECT MANUAL) b).There shall be no sections less than twenty-five square feet (25s.f) when sidewalk is removed and/or replaced. L L , SECTION •LIGHT POLE BASE 4.Gravel may be three-quarter inch(3/4")max.or one and one SECT ION FENCE 3 SCALE : 3/4' . I'-0' half inch 0 1/2")max.graded gravel (see Std.Specs.412). 3 SCALE: 3/4' . P-0' 3'bI/2 Right-of-Viog Varies STREET SECTION NOTES II I Varies Varies I.Standard 48'Collector Street Section ' \35 ��s. Street Vudth shall Include: 3" Asphalt mat-3/4" Plant - v4 Grown MIX Only 2.5% _--25�, 2"-3/4" Leveling course cl"-1 1/2" Base course 4, All other m via Street determ nedby the G ty Engiinneegr. eeeeae 4 Asphalt NOTE: C, 5/4"Leveling Course 2.5%cross-slope measured 3 1 1/2" Base Course wn.4 Compacted 5ubgrade from Edge of Asphalt to Gro 2'1 STEEL PIPE FACTORY PRIMED PROPORTIONS AND PAINTED OR ^ TYPICAL BALANCED STREET SECTION EACH GRID IS 2 1/2"SQUARE GALVANIZED. 3 NTS STANDARD 5PEGIFICATION5 401,402,405,411,412 AND 415 BACKGROUND TO BE PAINTED WHITE W/SYMBOL PAINTED BLUE GRADE NOTE ALL LINES FOR CROSSWALK b PARKING STALLS p ^y ' TO BE 4"WIDE. CROSSWALK LINES TO BE PAINTED L, . Q YELLOW E PARKING LINES TO BE PAINTED WHITE. Varies Varies Parking Width o G Concrete Walk PUBLIC PARKING 3 2,4� LOT SECTION NOTES -4 1.5ectlon5: �� /� ^ f-� 2"Asphalt mat-1/2"or 5/4" / i \D E TA(L PAINTED HANDICAP SIGNAGE 14/E TA I L PAINT STRIPING As halt Plant MIX /� 3 SCALE :NTS 3/4"Levelin Course 2"-1 1/2 Leveling course 3 SCALE :NTS �D E TA I L HANDICAP SiGNATsE I I/2"Base Course 4"-I I/2" Base course 3 SCALE :NTS Compacted 5ubgrode Y',\ TYPICAL PARKING LOT SECTION 3 NTS STANDARD 5PEGIFICATION5 401,402,405,411,412 AND 413 CONCRETE NOTES 1. PROVIDE A HEAVY BROOM FINISH ON ALL EXTERIOR WALKS AND SLABS. 2. CONCRETE EXPANSION JOINTS SHALL BE PROVIDED A MAXIMUM OF 20' AND SCORE MARKS A7 4'-0'O.C.a ALL CONCRETE WALKS UNLESS NOTED OTHERWISE. PLANT MIX PAVEMENT FINISHED GRADE 3. ALL CONCRETE SHALL BE TRANSIT MIXED AS PER ASTM C-S4 WITH A DESIGN STRENGTH OF 4000 PSI AT 28 DAYS,(NOTE: ALL FLAT WORK TO CONTAIN No FLY ASH). 4. FILL UNDER INTERIOR SLABS SHALL BE COMPACTED TO A DENSITY GRAVEL BASE COURSE ----�I-IIII=1'' MINIMUM OF W%AS PER ASTM D-1551. FOOTINGS SHALL BE PLACED ON 95% --_ =a=-�-- 0=1 COMPACTED EARTH OR COMPACTED FILL AS DESCRIBED ABOVE. =IIIIHI11=IIIII III=I�=1 III-IIIII=12'l=1JII1 III=III 5. ALL SPLICES IN REINFORCING SHALL BE TIED WITH A MINIMUM LAP IIII=1 =IIII=11=III11117E--ll- - ITrI- AL FOLLOWS: SUBGRADE II=IIIII=111TI=1 11=IIJI=1LIf=IIIII=11"'-- =I ll=1J,=11-ILL,=IIII=ice- (A) HORIZONTAL REINFORCING - 40 DIA. - (B) CORNER REINFORCING - 40 DIA. CONSTRUCTION METHOD. 6. ALL EXPOSED VERTICAL CONCRETE SURFACES SHALL HAVE ALL VOIDS, GRAVEL COURSE FOR THICKENED EDGE SHALL AIR POCKETS,ETC.,FILLED AND BLENDED TO A UNIFORM FINISH. BE CON5TRUCTIOED IN CONJUNCTION WITH STREET (SACK RUBBED). SECTION GRAVEL COURSE,THEN CUT AWAY AS 'I. ALL REINFORCING STEEL SHALL BE GRADE 60. 5HOWN. ASPHALT COURSE TO BE PLACED MONOLITHIC WITH STREET SECTION ASPHALT. S. ALL EXPOSED STEEL TO BE FACTORY PRIMED. NOTES. SHEET TITL 1. THICKENED EDGE SHALL BE USED IN ALL LICENSED INSTANCES WHERE EDGE OF ASPHALT 15 NOT CONFINED BY ANY SOLID STRUCTURE. ARCNItECt WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE: D C 03 AR-12e0 2. EDGE OF ASPHALT SHALL NOT VARY MORE HAVE PRECEDENCE OVER 2068 ADSIONS AND EAST (734-4303) DRAWN THAN(3") THREE INCHES FROM TRUE ALIGNMENT SCALED DIMENSIONS. c+ BY: SHEET NO. AT ANY LOCATION NOTIFY THISVERIFY NO OFFICE OF " FALLS SON AVE. IDA-- 83301 CHECKEDRIH ANY VARIATIONS. ®2003 BY RUSS LIVELY ARCHITECT,CHARTERED J ECT: A NEW ANIMAL SHELTER FOR: BSc `Rust V L f�( /� THESE DRAWINGS ARE C3_ TYPICAL TT 7iCKENED EDP�FE THE PROPERTY OF THE ARCHITECT AND MAY CItY OF: tUJiN FALLS JOB N0. �103 STATE OF IDAHO NTSNOT BE REPRODUCED. STANDARD SPEGIFIGAI'IONS 411,412 AND 413 3-siteconc.dw9 1-22-04 4:17:4i pm MST 1 1 1 • I � 1 1 W°VI I ------------------- I 1 ILlo ' I I _ m I � I GGNTROLS ,..., I I 0 I I I I - LANDSCAPE FLAN ® (COCA-COLA)GAIN-LINK FENCE LANDSCAPE LEGEND SCALE: I' 10'-0' ® IRRIGATION SYSTEM NOTE: IRRIGATION CONTRACTOR RESPONSIBLE FOR SUPPLY AND INSTALLATION OF ALL MATERIALS PERTAINING TO FULL IRRIGATION SYSTEM INCLUDING CONSTRUCTION /� /� SLEEVES TO ALL PLANTING BEDS AND LAWN AREAS. LANDeGAj E LEGEND SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL BEFORE COMMENCING WORK. SYMBOL COMMON NAME BOTANICAL NAME SIZE SIZE® MATURITY SYMBOL COMMON NAME BOTANICAL NAME SIZE SIZE® MATURITY SYMBOL DESCRIPTION LANDSCAPE NOTE: FRAZINU5 50'-60'HIGH JUNIPERUS HORIZONTAL15 0)2 GALLON 811-1.HIGH THIS DRAWING IS SCHEMATIC IN NATURE. THE PLANTS AS PATMORE ASH PENNSYLVANICA 1-1/21,CALIPER 30'-40'SPREAD GREEPING JUNIPER (BAR HARBOR) SPACE 3 ' CRASS(HYDR05EED) INDICATED ARE FOR THE 'NUMBER !SIZE OF PLANTS 0APART 6-8 SPREAD DESIRED.' THE INTENT 18 FOR THE LANDSCAPING TO BE !V BE = 40'-60'HIGH SPIRAEA BUMALDA 3'-4'HIGH RIVER ROCK OVER T ARCHITECT FOR SUBMIT SHOP DRAWINGS AND SUBMITTALS WORK RED MAPLE AGER RUBRUM I-I/2 CALIPER VARIABLE SPREAD 0 BUMALD SPIREA (ANTHONY WATERER) 5 GALLON V-6'SPREAD WEED FABRIC(all COBBLE) O HYBRID HONEY GLEDIT5IA 1-I/2"CALIPER 301-"10'HIGH (5)(5) 1 GALLON I'-6" - I'kIGH LOCUST TRIAGANTHOS 300'-'10'SPREAD BARBERRY APART THUNBERGII SPACE 2' 1- 1 NEW CONCRETE E HEET TIT APART 2-I/2 3 SPREAD LICENSED AMERIGAN PLATANUS „ "15'-100'HIGH aR•I e SYCAMORE OGGIDENTALIS 1-I/2 CALIPER 1 ASPHALT AR-I 8 -15-100 SPREAD WRITTEN DIMENSIONS RUSS LIVELY ARCHITLCT� CHARTERED DATE: 03 SCALEDHAVE PRECEDENCE OVER 2088 ADDISON AVE. EAST (734-4303) SHEET NO, ?� COLORADO BLUE 30'-60'HIGH VERIFY ]ME NSIGNS AND DRAWN BY:� LANDSCAPE CURBINGrtRgT�T CHECKED: RHL PIG PUNGENS 15 GALLON 10 20 5PREAD ^' (MOW STRIP) ANY VARIATIONS. A nut FALIaS IDAHO 83301 REVISED:I--B-04._ SPRUCE 1_ I NOTIFY THIS OFFlCE OF ®2003 BY RUSS LIVELY TOTAL REVISION ARCHITECT,CHARTERED PROJECT: A NEW ANIMAL SHELTER FOR: BSc R LY THESE DRAWINGS ARE THE PROPERTY OF THE CITY OF TWIN PF4LLS JOB N0. 01m3 ST EO IDAHO ARCHITECT AND MAY NOT BE REPRODUCED. 4-Indscp,dwg 1-21-04 6.30:44 am MST Permit Number Envelope Compliance Certificate Checked By/Date 2000 IECC COMcheck-EZ Software Version 2.5 Release 1 Data filename:C:\Program Files\Check\COMcheck-EZ\animal-03.cck Section 1: Project Information Project Name: A NEW ANIMAL SHELTER FOR THE CITY OF TWIN FALLS Designer/Contractor: RUSS LIVELY ARCHITECT CHARTERED Document Author: BARRETT SKIVER CRAIG,AIA Section 2: General Information Building Location(for weather data): Twin Falls,Idaho Climate Zone: 14a Heating Degree Days(base 65 degrees F): 6769 RECEIVED Cooling Degree Days(base 65 degrees F): 329 Project Type: New Construction FED 10 2 200 Activity Type(s) Floor Area CITY OF TWIN FALLS Office 1765 BUILDING DEPT. Storage,Industrial and Commercial 4674 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. [ ] 2. Windows,doors,and skylights certified as meeting leakage requirements. [ ] 3. Component R-values&U-factors labeled as certified. [ ] 4. Vapor retarder installed. � I Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 6439 0.0 38.0 0.025 0.055 Exterior Wall 1:Wood Frame,Any Spacing 106 19.0 0.0 0.068 0.080 Door 1:Glass,Tinted,SHGC 0.37 59 --= --- 0.430 0.553 Exterior Wall 2:Wood Frame,Any Spacing 100 19.0 0.0 0.068 0.080 Window 1:Vinyl Frame,Double Pane with Low-E .Tinted,SHGC 0.37 35 --- --- 0.380 0.553 Exterior Wall 3:Wood Frame,Any Spacing 130 19.0 0.0 0.068 0.080 Window 2:Vinyl Frame,Double Pane with Low-E Tinted,SHGC 0.37 18 --- --- 0.380 0.553 Exterior Wall 4:Wood Frame,Any Spacing 420 19.0 0.0 0.068 0.080 Window 3: Vinyl Frame,Double Pane with Low-E Tinted,SHGC 0.37 18 --- --- 0.380 0.553 Window 4:Vinyl Frame,Double Pane with Low-E Tinted,SHGC 0.37 18 --- --- 0.380 0.553 Window 5:Vinyl Frame,Double Pane with Low-E Tinted,SHGC 0.37 18 --- --- 0.380 0.553 Exterior Wall 5:Wood Frame,Any Spacing 100 19.0 0.0 0.068 0.080 Exterior Wall 6:CMU<=8"with Integral Insulation Furring:None 240 --- 0.0 0.350 0.080 Window 6:Vinyl Frame,Double Pane,Clear,SHGC 0.37 12 --- --- 0.490 0.553 Door 2: Solid 21 --- --- 0.342 0.128 Exterior Wall 7:CMU<=8"with Integral Insulation Furring:None 120 --- 0.0 0.350 0.080 Exterior Wall 8:CMU<=8"with Integral Insulation Furring:None 620 --- 0.0 0.350 0.080 Door 3: Solid 4 --- --- 0.770 0.128 Door 4:Solid 4 --- --- 0.770 0.128 Door 12:Solid 4 --- --- 0.770 0.128 Door 11: Solid 4 --- --- 0.770 0.128 Door 10:Solid 4 --- --- 0.770 0.128 Door 9:Solid 4 --- --- 0.770 0.128 Door 8: Solid 4 --- --- 0.770 0.128 Door 7:Solid 4 --- --- 0.770 0.128 Door 6:Solid 4 --- --- 0.770 0.128 Door 5:Solid - 4 --- --- 0.770 0.128 Door 13: Solid 4 --- --- 0.770 0.128 Door 14:Solid 4 --- --- 0.770 0.128 Door 15:Solid 4 --- --- 0.770 0.128 Door 16:Solid 4 --- --- 0.770 0.128 Door 17:Solid 4 --- --- 0.770 0.128 Door 18:Solid 4 --- --- 0.770 0.128 Door 19:Solid 4 --- --- 0.770 0.128 Door 20: Solid 4 --- --- 0.770 0.128 Exterior Wall 9:CMU<=8"with Integral Insulation Furring:None 280 --- 0.0 0.350 0.080 Door 21: Solid 21 --- --- 0.342 0.128 Exterior Wall 10:CMU<=8"with Integral Insulation Furring:None 620 --- 0.0 0.350 0.080 Door 22:Solid 4 --- --- 0.560 0.128 Door 23: Solid 4 --- --- 0.560 0.128 Door 24: Solid 4 --- --- 0.560 0.128 Door 25:Solid 4 --- --- 0.770 0.128 Door 26:Solid 4 --- --- 0.770 0.128 Door 27:Solid 4 --- --- 0.770 0.128 Door 28:Solid 4 --- --- 0.770 0.128 Door 29:Solid 4 --- --- 0.770 0.128 Door 30:Solid 4 --- --- 0.770 0.128 Door 31:Solid 4 --- --- 0.770 0.128 Door 32:Solid 4 --- --- 0.770 0.128 Door 33:Solid 4 --- --- 0.770 0.128 Door 34:Solid 4 --- --- 0.770 0.128 Door 35:Solid 4 --- --- 0.770 0.128 Door 36:Solid 4 --- --- 0.770 0.128 Door 37:Solid 4 --- --- 0.770 0.128 Door 38:Solid 4 --- --- 0.770 0.128 Door 39:Solid 4 --- --- 0.770 0.128 Door 40:Solid 4 --- --- 0.770 0.128 Door 41:Solid 4 --- --- 0.770 0.128 Exterior Wall 11:CMU<=8"with Integral Insulation Furring:None 120 --- 0.0 0.350 0.080 Exterior Wall 12:Wood Frame,Any Spacing 240 19.0 0.0 0.068 0.080 Window 7:Vinyl Frame,Double Pane with Low-E Tinted,SHGC 0.37 14 --- --- 0.380 0.553 Window 8:Vinyl Frame,Double Pane with Low-E Tinted,SHGC 0.37 11 --- --- 0.380 0.553 Exterior Wall 13:Wood Frame,Any Spacing 60 19.0 0.0 0.068 0.080 Exterior Wall 14:Wood Frame,Any Spacing 140 19.0 0.0 0.068 0.080 Window 9:Vinyl Frame,Double Pane with Low-E Tinted,SHGC 0.37 14 --- --- 0.380 0.553 Exterior Wall 15:Wood Frame,Any Spacing 60 19.0 0.0 0.068 0.080 Door 42:Solid 21 -- --- 0.342 0.128 Exterior Wall 16:Wood Frame,Any Spacing 280 19.0 0.0 0.068 0.080 Door 43:Overhead 96 --- --- 0.136 0.128 Door 44:Solid 21 --- --- 0.342 0.128 Exterior Wall 17:Wood Frame,Any Spacing 220 19.0 0.0 0.068 0.080 Exterior Wall 18:CMU<=8"with Integral Insulation Furring:None 180 --- 0.0 0.350 0.080 Exterior Wall 19:CMU<=8"with Integral Insulation - Furring:None 200 --- 0.0 0.350 0.080 Window 10:Vinyl Frame,Double Pane,Clear,SHGC 0.37 12 --- --- 0.498 0.553 Exterior Wall 20:CMU<=8"with Integral Insulation 'Furring:None - 180 -- 0.0 0.350 0.080 Exterior Wall 21:Wood Frame,Any Spacing 90 19.0 0.0 0.068 0.080 Exterior Wall 22:Wood Frame,Any Spacing 100 19.0 0.0 0.068 0.080 Floor 1:Unheated Slab-On-Grade,Vertical 2 ft. 104 --- 14.0 --- --- Floor 2:Heated Slab-On-Grade,Vertical 2 ft. 354 --- 21.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 8%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2000 IECC,Chapter 8,requirements in COMcheck-EZ Version 2.5 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. - 3 UA+ rr van cnA�c-� _ �� ► 2- Principal Envelope Designer-Name Signatu Date �y-sue Permit Number Mechanical Compliance Certificate Standard 90.1 2001'�5vto Checked By/Date COMcheck-EZ Software Version 2.5 Release 1 Data filename: Untitled Section 1: Project Information Pro'ect Name: RECEIVED J Twin Falls Animal Shelter Designer/Contractor: Russ Lively Architect,Chartered FEB 2 5 2004 Document Author: CITY OF TWIN FALLS Glenn Elwell,P.E. BUILDING DEPT. Section 2: General Information Building Location (for weather data): Twin Falls,Idaho Heating Degree Days(base 65 degrees F): 6769 Cooling Degree Days(base 50 degrees F): 1995 Project Type: New Construction Section 3: Mechanical Systems List Q-Y—aaliflly System Tyne&Description 1 HVAC System 1: Split System Heat Pump,Cooling Capacity<65 kBtw%,Air-Cooled Condenser/ Single Zone 1 HVAC System 2: Heating: Radiant Heater,Hot Water,Heating Capacity>=65-<225 kgtu/h/Single Zone Section 4: Requirements Checklist Bldg. Dept. J Use J Requirements Specific To:HVAC System 1 [ ) J 1. Equipment minimum efficiency: I Heat Pump: 6.8 HSPF, 10.0 SEER [ ] J 2. Total constant volume fan nameplate motor horsepower<= 1.1 hp/1000 cfin J Requirements Specific To:HVAC System 2 [ ] 1. Three-pipe systems not used [ ] 2. Total constant volume fan nameplate motor horsepower<= 1.1 hp/1000 cfin J Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] J 2. Thermostatic controls has 5 deg.F deadband J -Exception: Thermostats requiring manual changeover between heating and cooling [ ] J 3. Hot water pipe insulation: 1 in. for pipes<=1.5 in.and 2 in.for pipes>1.5 in. J Chilled water/refrigerant/brine pipe insulation: 1 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 Principal Mechanical Designer-Name Signature Date Section 6: Post Construction Compliance Statement I. HVAC record drawings of the actual installation and performance data for each equipment provided to the owner within 90 days after system acceptance. 2. HVAC O&M documents for all mechanical equipment and system provided to the owner within 90 days after system acceptance. 3. Written HVAC balancing report provided to the owner. The above post construction requirements have been completed. 2-z3-oy Mechanical Designer or Contractor Signature Date in. Steam pipe insulation: 1.5 in. for pipes<=1.5 in. and 3 in. for pipes >1.5 in. ( -Exception:Piping within HVAC equipment ( -Exception:Fluid temperatures between 55 and 105 deg. F ( -Exception:Fluid not heated or cooled J -Exception:Runouts<4 ft in length [ ] J 4. Hot water distribution systems>=300 kBtu/h must have one of the following: ( a)controls that reset supply water temperature by 25%of supply/return delta T ( b)mechanical or electrical adjustable-speed pump drive(s) ( c)two-way valves at all heating coils d)multiple-stage pumps J e)other system controls that reduce pump flow by at least 50%based on load ( -calculations required [ ] ( S. Pumping system balancing required. Means for measurement or J testing pressure across each pump required { ] ( 6. Where separate thermostats are used for heating and cooling,acceptable measures are used to J prevent simultaneous heating and cooling { ] J 7. Stair and elevator shaft vents are equipped with motorized dampers [ ] ( 8. Acceptable measures used to prevent simultaneous humidification and dehumidification ( -Exception:Desiccant systems and systems for uses requiring ( specific humidity levels(approval required) [ J J 9. Automatic controls for freeze protection systems present [ ] ( 10. Automatic ventilation controls(e.g.,CO2 controls)or exhaust air heat recovery present J for high design occupancy areas(>100 person/1000 ft2)with>3,000 cfin outside air capacities [ ] J 11. Duct,plenum,and piping insulation surfaces suitably protected from J weather,moisture,or likely damage [ J J 12. R-6 supply and return air duct insulation in unconditioned spaces J R-8 supply and return air duct insulation outside the building ( R-8 insulation between ducts and the building exterior when ducts are part of a building assembly J R-3.5 supply and return air duct insulation underground [ J ( 13. Duct Sealing: ( Pressure sensitive tape is not used as the primary sealant ( Longitudinal and transverse seams for ducts in unconditioned spaces J Longitudinal and transverse seams and duct wall penetrations for ducts outside the building J Transverse seams on buried ducts [ ] ( 14. Humidistat controls prevent reheating,recooling,and mixing of ( mechanically heated air with mechanically cooled air ( ] J 15. Exhaust air heat recovery included for systems 5,000 cfin or greater with J more than 70%outside air fraction or specifically exempted [ ] ( 16. Kitchen hoods>5,000 cfin provided with 50%makeup air that is uncooled and heated to ( no more than 60 deg.F unless specifically exempted [ ] J 17. Buildings with fume hood systems must have variable air volume hood design, ( exhaust heat recovery,or seprate makeup air supply meeting the following: ( a)75%make up air quantity,and/or ( b)within 2°F of room temperature and/or J c)no humidification ( d)no simultaneous heating and cooling Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the Standard 90.1,2__9 ,requirements in COMcheck-EZ Version 2.5 Release l and to comply with the mandatory requirements in thi``e"'Requirements Checklist. 7 Mee&ianieal Requirements Description Standard 90.1-2O(n Zr000 COMcheck-EZ Software Version 2.5 Release 1 Data filename: Untitled The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1-2001 Standard and must meet the following minimum efficiency: Heat Pump: 6.8 HSPF, 10.0 SEER 2. Total constant volume fan nameplate motor horsepower<= 1.1 hp/1000 cfm Requirements Specific To:HVAC System 2 I. Hydronic systems that use a common return system for both hot water and chilled water must not be used. 2. Total constant volume fan nameplate motor horsepower<= 1.1 hp/1000 efin Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F deadband(a range of temperature where no heating or cooling is provided). -Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 3. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes<=1 1/2-in.nominal diameter 2 in.for pipes>1 1/2-in.nominal diameter_ Chilled water,refrigerant,and brine piping systems: 1 in.insulation for pipes<=1 1/2-in.nominal diameter 1 1/2 in. insulation for pipes>1 1/2-in.nominal diameter. Steam piping: 1 1/2 in. insulation for pipes<=1 1/2-in.nominal diameter 3 in. insulation for pipes>1 1/2-in. nominal diameter. -Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. -Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. -Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. -Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and I in. in diameter between the control valve and HVAC coil. 4. Hot water space-heating systems with a capacity exceeding 300 kBtu/h supplying heated water to comfort conditioning systems must include controls that automatically reset supply water temperatures by representative building loads(including return water temperature)or by outside air temperature. Exceptions: -Where the supply temperature reset controls cannot be implemented without causing improper operation of heating,cooling,humidification,or dehumidification systems. -Hydronic systems that use variable flow to reduce pumping energy. 5. Hydronic systems must be proportionately balanced in a manner to first minimize throttling losses,then the pump impeller must be trimmed or pump speed must be adjusted to meet design flow conditions. Each Hydronic system must have either the ability to measure differential pressure increase across the pump or test ports at each side of each pump. Exceptions: -Pumps with pump motors of 10 hp or less. d - When throttling results in no>5%of the nameplate horsepower draw,or 3 hp,whichever is greater,above that required if the impeller was trimmed. 6. Where zone heating and cooling are controlled by separate zone thermostats,means(such as limit switches, mechanical stops,or,for DDC systems,software programming)must be provided to prevent simultaneous heating and cooling to the zone. 7. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade- -Ventilation systems serving unconditioned spaces. 8. Where a zone is served by a system(s)with both humidification and dehumidification capability,means(such as limit switches,mechanical stops,or software programming)must be provided to prevent simultaneous operation of humidification and dehumidification equipment. -Exception: Zones served by desiccant systems,used with direct evaporative cooling in series; Systems serving zones where specific humidity levels are required. 9. All freeze protection systems, including self-regulating heat tracing,must include automatic controls capable of shutting off the systems when outside air temperatures are above 40°F or when the conditions of the protected fluid will prevent freezing. Snow-and ice-melting systems must include automatic controls capable of shutting off the systems when the pavement temperature is above 50 T and no precipitation is falling,and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. 10. Systems with design outside air capacities>3,000 cfm serving areas having an average design occupancy density exceeding 100 people per 1000 ft2 must include means to automatically reduce outside air intake below design rates when spaces are partially occupied.Ventilation controls must be in compliance with ASHRAE Standard 62 and local standards. 11. Duct and pipe insulation exposed to weather must be suitable for outdoor service;e.g.,protected by aluminum,sheet metal,painted canvas,or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material.Insulation covering chilled water piping,refrigerant suction piping,or cooling ducts located outside the conditioned space must include a vapor retardant located outside the insulation (unless the insulation is inherently vapor retardant),all penetrations and joints of which must be sealed. 12. R-6 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly R-3.5 supply and return air duct insulation underground 13. Duct Sealing Requirements: -Pressure sensitive tape prohibited as the primary sealant -Longitudinal and transverse seams for ducts in unconditioned spaces -Longitudinal and transverse seams and duct wall penetrations for ducts outside the building -Transverse seams on buried ducts 14. Where humidistatic controls are provided,such controls must prevent reheating,mixing of hot and cold air streams,or other means of simultaneous heating and cooling of the same air stream. Exceptions: -capability to first reduce flow rate -cooling capacity<80 kBtufh and capability to unload cooling equipment -cooling capacity<40 Muth -rigid humidity requirements -site-recovered or site-solar energy sources or -use of a desiccant systems. 15. Individual fan systems with a design supply air capacity of 5000 cfin or greater and minimum outside air supply of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50% effectiveness. Exceptions: -Systems serving spaces that are not cooled and heated to<60*F. -Commercial kitchen hoods(grease)classified as Type 1 by NFPA 96 -Systems exhausting toxic, flammable, paint,or corrosive fumes or dust If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer operation. 16, Individual kitchen exhaust hoods larger than 5000 cfm must be provided with make-up air sized for at least 50%of exhaust air volume that is uncooled and either unheated or heated to no more than 60°F Exceptions: -Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan systems. -Certified grease extractor hoods that require a face velocity no>60 fpm. 17. Buildings with fume hood systems having a total exhaust rate>15,000 cfm must either have variable air volume hood design,exhaust air heat recovery,or separate make up air supply. Sftort Form Jots: f Oct : Aug 22,=02 - I"arrio Dudley L-L-C 1041 Mountain Dfrve(P.O.Box 4382.Hailey.Id 83333 Phone:208 578 0400 Fax:208 578 9577 Emait radiant(onorthrimmet Web:radianttloor.com • • • For. 444 1KOA, 0 - • • • Htg CIg Infiltration Outside db(OF) 2 95 Method Simplified Inside db(OF) 70 75 Construction quality Average Design TD(OF) _ 68 20 Fireplaces 0 Daily range - H Inside humidity(%) - 50 Moisture difference(grAb) - -36 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade Elite 13 with R-410A Re Trade Elite 13 with R-410A Re Model HPXA15-030-230* Cond HPXA15-030-230* Coil CBX32M-018/024-230* Efficiency 7.7 HSPF Efficiency 13.1 SEER Heating input Sensible cooling 24480 Stuh Heating output 29600 Btuh @ 47*F Latent cooling 4320 Btuh Low output baseboard 560 Btuh/ft Total cooling 28800 Btuh Total low baseboard 62 ft Actual cooling fan 960 cfm High output baseboard 700 Btuh/ft Cooling air flow factor 0.038 cfm/Btuh Total high baseboard 50 ft Space thermostat Load sensible heat ratio 105 % ROOM NAME Area Htg load CIg load Baseboard(ft) Clg AVF 0F) (Btuh) (Btuh) Low High (cfm) Room2 1280 25830 18788 46 37 706 Rooms 64 9068 6768 16 13 254 Entire House 1344 34898 25556 62 50 960 Ventilation air 2122 624 Equip.@ 1.00 RSM 26180 Latent cooling -1346 TOTALS 1344 37020 24834 62 50 960 Printout certifted by ACCA to meet all requirements of Manual J 8th Ed. wnghtsoft RightSuite Residentia15.9.10 RSR27147 2003-Nov-26 07:26:49 C.-Wy Documents%Wrlghtsoft WACUemplatelTwin Falls.rrt Cale-MJ8 Orientation=E Page 1 l� IrVIM O Radiant Panel Heating System Project#: l2/22/03 Date: 12/22(2003 Prepared By Phone Fax M By: Project Information Name: T.F.Animal Shelter - WOR*V-� Owner. Location: Twin Falls Engineer: GAE Closing Date: Project Summary Total Heat Loss.- Floor Downward: 8,025 Btulhr Total Area: 3,720 ft2 Ceiling Upward: 5,846 Btu/hr Outdoor Temp: 0°F Other Components: 45,741 Btu/hr Supplemental: (0) Btu/hr Total RPH Load: 59,612 Btu/hr Total Combined Load: 59,612 Btu/hr (Induding Supplementaq Rooms Requiring Supplemental. None Detailed Heat Loss Data Room : Central Area Gross Area: 1,200 ft2 Total Heat Loss: Ceiling Height: loft Floor Downward: 1,913 Btu/hr Volume: 12,000 fP Ceiling Upward: 1,886 Btu/hr Perimeter Length: 0 It Other 11,670 Btu/hr Components: Air Changes: 0.50 per Hour Supplemental: (0)Btu/hr Room Temp: 55 OF Net RPH Load: 15,469 Btu/hr Room Infiltration: 6,303 Btu/hr Unit RPH Heat Load: Floor: 14.3 Btumr/ft2 Ceiling: N/A Floor Component Floor Area: 1,200ftx Water Table Present: No Unheated Area: 120 fe Space Below Heated: N/A Net Heated Area: 1,080 ft2 Floor Surface Temp: 61.2 OF Floor Type: Slab On Grade Heat Lass: Floor Cover Rv: 0.00 Downward Loss: 1,913 Btu/hr Under Slab Rv: 5.00 Upward Load: 13,556 Btu/hr Edge Rv: 5.00 Supplemental: (0)Btu/hr Perimeter Rv: 10.00 Net Floor Load: 15,469 Btu/hr Temp Below: 55 OF Unit Heat Load: 14.3 Btufhr/ftz Slab Depth: 4 inches Created using Wirsbo Radiant Express Vembn 4.5 swows Page 1 v �tMeSD Eta dtant Ptnral l ecting SyctC Fm!ect- 12122(03 Dw10: 92(2212003 Ceiling Component Space Above Heated: No Heat Loss:(less sub components if any) Ceiling Area: 1,200 IF Downward Load: 0 Btu/hr Unheated Area: 1,200 ft2 Upward Loss: 1,886 Btu/hr Net Heated Area: 0 ft2 Supplemental: (0)Btu/hr Ceiling Cover Rv: WA Net Ceiling Load: 1,886 Btu/hr Ceiling Insulation Rv: 35.00 Unit Heat Load: NIA Ceiling Surface Temp: 55.0"F Room Components Component Length/ Height(ft) Area(111t:) Rv Heat Loss tflfidth ft) (Btudhr) a 10.00 720 8.00 4,696 Doorl 3.00 7.00 21 5.00 231 Windowl 16.00 1.00 16 2.00 -- 440-- Room : Dog Kennels Gross Area: 1,660 ft' Tots!Heat toss: Ceiling Height: loft Floor Downward: 3,297 Btulhr Volume: 15,600 fe Ceiling Upward: 2,451 Btu/hr Perimeter Length: 0 It Other 18,318 Btulhr Components: Air Changes: 0.50 per Hour Supplemental: (0)Btulhr Room Temp: 55"F Net RPH Load: 24,066 Btu/hr Room Infiltration: 8,194 Btu/hr Unit RPH Heat Load: Floor. 19.1 Btu/hr/ft' Ceiling: N/A Floor Component - Floor Area: 1,560 1112 Water Table Present: No Unheated Area: 300 ft2 Space Below Heated: N/A Net Heated Area: 1,260 ft2 Floor Surface Temp: 63.2 OF Floor Type: Slab On Grade Heat Loss: Floor Cover Rv: 0.00 Downward Loss: 3,297 Btu/hr Under Slab Rv: 6.00 Upward Load: 20,769 Btulhr Edge Rv: 5.00 Supplemental: (0)Btu/hr Perimeter Rv: 10.00 Net Floor Load: 24,066 Btu/hr Temp Below: 55°F Unit Heat Load: 19.1 Btu/hr/ft2 Slab Depth: 4 inches Ceiling Component Space Above Heated: No Heat Loss:(less sub components if any) Ceiling Area: 1,660 ft2 Downward Load: 0 Btu/hr Unheated Area: 1,560 ft2 Upward Loss: 2,451 Btu/hr Net Heated Area: 0 ft2 Supplemental: (0)Btu/hr Ceiling Cover Rv: N/A Net Ceiling Load: 2,451 Btulhr Ceiling Insulation Rv: 35.00 Unit Heat Load: NIA Ceiling Surface Temp: 55.0°F _ Room Components Component Length I Height(ft) Area ff) Rv, Heat Loss UlFtdth(ft) (Btu/hr) a 11 146.00 10.00 1,460 8.00 9,893 Doorl 3.00 7.00 21 5.00 231 CreeMd using Msbo Radiant Ezpmss Version 45 cur Page 2 �; w 1P J3 Prc ": 12122fC Dinto: 9212=33 Room : Receiveing Area Gross Area: 960 fiz Tota/Heaf Loss;: Ceiling Height: loft Floor Downward: 2,815 Btu/hr Volume: 9,600 fN Ceiling Upward: 1,509 Btu/hr Perimeter Length: 0 ft Other 15,753 Btu/hr Components: Air Changes: 0.50 per Hour Supplemental: (0)BtWhr Room Temp: 55°F Net RPH Load: 20.077 Btu/hr Room Infiltration: 5,042 Btu/hr Unit RPH Heat Load: Floor. 23.2 Btu/hr/ft2 Ceiling: NIA Floor Component Floor Area: - 960 ft2 Water Table Present: No Unheated Area: 96 ft2 Space Below Heated: WA Net Heated Area: 864 ft2 Floor Surface Temp: 64.9°F Floor Type: Slab On Grade Heat Loss.- Floor Cover Rv: 0.00 Downward Loss: 2,815 Btu/hr Under Slab Rv: 5.00 Upward Load: 17,262 Btu/hr Edge Rv: 5.00 Supplemental: (0)Btu/hr Perimeter Rv: 10.00 Net Floor Load: 20,077 Btu/hr Temp Below: 55 OF Unit Heat Load: 23.2 Btu/hr/ft2 Slab Depth: 4 Inches Ceiling Component Space Above Heated: No Heat Lou.(less sub components if any) Ceiling Area: 960 fF Downward Load: 0 Btu/hr Unheated Area: 960 ft2 Upward Loss:. 1,509 Btu/hr Net Heated Area: 0 ft' Supplemental: (0)Btu/hr Ceiling Cover Rv: NIA Net Ceiling Load: 1,509 Btuthr Ceiling Insulation Rv. 35.00 Unit Heat load: N/A Ceiling Surface Temp: 55.0 OF Room Componen. Component Length/ Height(ft) Area( Heat Loss Width(ft) (Btu/hr) a Doorl 130.00 1.00 130 5.00 1,430 Windowl 60.00 1.00 60 2.00 1650 Notes: The intended use of this program Is to provide accurate heat loss and design data for Wirsbo Radiant Systems. The heat loss and design data generated by the program will only be as accurate as the Information supplied. Wirsbo Company is not responsible for the misuse of this program. using WIFSFO Radrent ersi6n 4.5 aoap Page 3 l� Permit Number Lighting Compliance Certificate Checked By/Date COMcheck-EZ Software Version 2.5 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\Animal Shelter.cck Section 1: Project Information Project Name: Animal Shelter for the City of Twin Falls Designer/Contractor: Russ Lively Document Author: Brent WallinqP R E C E , VED Section 2: General Information FED 0 2 200 Building Use Description by: Whole Building Type Project Type: New Construction CITY OF TWIN FALLS BUILDING DEFT Building Type Floor Area Office 6439 Section 3: Requirements Checklist Bldg. Dept. Use [ ) Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 10946 10115 YES Exterior Lighting [ ] 2. Type(s)of exterior lighting sources: _Fluorescent _Metal Halide _High-Pr. Sodium Exceptions: Specialized signal,directional,and marker lighting; lighting highlighting exterior features of historic buildings;advertising signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching,and Wiring [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 4. Minimum of two switches,dimmer,'or occupancy sensor in each space. Exceptions: Only one luminaire in space; Security lighting,24 hour lighting; The area is a corridor,storage,restroom,retail sales area or lobby. [ ] 5. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ J ( 6. Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions: Electronic high-frequency ballasted luminaires not on same switch Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 90.1 ('89)Code requirements in COMcheck-EZ Version 2.5 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. 8"'J7— (A ea 11*") 1////C.,� Principal Lighting Designer-Name Signature Date 15 Lighting Application Worksheet 90.1 ('89) Code COMcheck-EZ Software Version 2.5 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type (ft2) watts/ft2 B x C Office 6439 1.7 10946 Total Allowed Watts= 10946 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. D x E F5 24"U Tube Fluorescent/24"T8U 32W/Electronic 2 11 64 704 .f4t 24x48 4 tube surface mount/4 8"T12 40W/Electronic 3 28 120 3360 0! 24x48 4 tube Parabolic/48"T12 40W/Electronic 4 16 186 2976 F2 Bar Light-6 Bulb/Incandescent 60W 6 2 360 720 F7 Attic Light 15W Screw in Floure/Other/Electronic 1 1 15 15 F6 96"2 tube Surface Mount/96" T8 ES 60W/Electronic 2 19 120 2280 F1 Can Light Flourescent/Other/Electronic 1 4 15 60 Total Actual Watts= 10115 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 10946 Total Actual Watts= 10115 Project Compliance= 831 Lighting PASSES: Design 8%better than code f/V RECEIVED MAR 2 5 20% CITYUIILLDING WIN DEPT.FALLS _ — - f=LANNINC:; 4 ZONING ANALI'5I5 DRAUJING INDEX BNEET NO. DESCRIPTION ZONED LAND USE M T TITLE SHEET/NOTES TOTAL LOT SIZE 5056-7 5F I SITE PLAN-CONTOUR5 TOTAL DEVELOPED (THIS CONTRACT) SF 2 517E PLAN-UTILITIES E L 3 517E CONCRETE DETAILS - PARKIN,=: (SEE BUILDING ANALYSIS THIS SHEET) 4 L.AND50APE PLAN MOST GLOSELI' EMULATES: OFFIGE 5 FOOTING/FOUNDATION PLAN REQUIRED PARKINS: (1) SPACE PER 300 SQUARE FOOT OF 6 CONCRETE DETAILS BUILDING-- 1400 50._FT (FINISHED OFFICE) /3OO = 5 l FLOOR PLAN F31JILDIN6 13 FINISH PLAN/SCHEDULES -- —- -- q ELEVATIONS LE.G.occuPANGY: _— 10 ELEVATIONS REQUIRED PARKING STALLS: 5 II ROOF FRAMING PLAN PROPOSED PARKINS STALLS: 1'I,((2) HDG ACCESSIBLE) 12 BUILDING 5EGTION5 ® 13 WALL SECTIONS 14 SECTIONS DETAILS 15 REFLECTED CEILING PLAN LANDSCAPING REQUIRED: 2 SF PER LINEAL FOOT OF FRONTAGE 16 INTERIOR ELEVATIONS PLACED BETWEEN BUILDING AND STREET 160'x 2 = 320 5.F. PI PLUMBING PLAN MI MECHANICAL PLAN-HVAG PROPOSED: 50567 SF -64311(BUILDING) - 16,60"1(ASPHALT M2 MECHANICAL PLAN-RADIANT FLOOR PIPING S WALKS) = 2-7521 5F M3 MECHANICAL PLAN- RADIANT FLOOR DETAILS El ELECTRICAL 015TRIBUTION PLAN DRAINACzE: E2 ELECTRICAL LIGHTING PLAN ON 51TE RETENTION: NONE. DESIGNED TO SLOPE TO THE NORTH E3 ELFGTtLIGQL S,GNEt7utEfi Building Plans have been reviewed and approved M Construction Subject to Feld Inspection Pepe /Z .L yn PLAN ANAL` 61 S Based on 2000 Edltlon of International Building Code g 84'10'44' W 2117.55' Afchitect OF Record, RJ55 LIVELY ARCHITECT CHARTERED .lobAddrege, 420 VICTORY AVENUE Z Legal Description: NA occupancy Classification. B 066 pant Load Per Area: I: 14 TI1 51 5 car, Narlber of 5torles, ONE 6 77, Tota 65 em l, , 1 1 Floor Area, Exits Required, Basent,—let, 2 1305errlent: NA 1st. 6,451 21d: 3rd, 4th, Stories o2 nd. NA 3rd. NA 4th. NA Emergency Lights: Yes: x NO: Q Ttpe of Gonstructlon, V-B Exit Sloes, Yes: x No. Automatic 5prMer, Electrical Plans, Yes- x NO: ,n Yes No X Full Phetleing Plains, Yes, x No, K PCE Portion Not Dry Mechanical Plans, Yes, x No, s MaxFD Floor Area Allowed By Gods Hind Load:90 MPH �jgMio Gig; D I S4• 5q.Ft. &bz 4 Snow Load:S Load: 25 P5F S4srs„ Basis for Gate Allowed Increases, Foundation Bearing Pressure- 1500 P5F F 5prWere, Yes,_No, x Fire Walls N 28 �} •, NONE Req'd: Yes,_NO, x III \ BOO, Occupancy Separation Req'd, Yes,—No, 2 S 74 46,5g" f P Area Separation S 87'05'16" E 429.29'_323,86' 0 Req'd, Yes,_No,% X utl CITY INDUSTRIAL SUBDIVISION r s- 6ormlent5 or A55unlption5. II LOT-1 I I `� , I 1 1 1P p II �F GENERAL NOTES 1. MAKE NO CHAN66ES FROM THE CONTRACT DOCUMENTS WITHOUT \� FIRST RECEIVIN6 NRITTEN PC-RMI5510N FROM THE ARCHITECT. 2" PRESSURIZED IRRIGATION FROM GLEAN OUT I ��. WHERE DETAILED INFORMATION 15 LAC.KIN6,OR IF DISGREPANGIE5 CITY OF TWIN FALLS. I SEWER 5ERVIGE TOP GO/GD 3�19.0 \ SHOULD APPEAR NTHIN THE ARCHITECT BEFORE ENTs,REEDING I - I INV.5 3-115.00 0 \\ SW4 NE4 ITHA PORTION OF ON�W O.IITGT BORE PROCEEDING WITH BY CITY OF TWIN FALLS I SE4 NE4 _ U `-�S 65 j4 2 AND MA PERTINENT TO THE MANUFACTURES SYSTEMS PARTS N to 04.F SPECIFIED SHALL 13E FURNISHED AND INSTALLED. 2°m PVG FOR FIBER OPTICosZad Io I m `\' ;9p b 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSION5 AND GABLE BY CITY OF TWIN FALLS I �� �a. �fO 0 6• I N ARCHITECT AT THE 517E BEFORE STARTING WORK,AND THE \ ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. SCOPE OF WORK I - 1'� a N 4. ALL MATERIAL GALLED OUT 15 NEw UNLESS OTHER 415E INDICATED. w PRIVATE 5. TYPICAL DETAILS SHALL APPLY IN ALL GASES UNLESS SPECIFICALLY 5HOVN OTHERWISE. WHERE NO DETAIL 15 I, In I 5HOM,CONSTRUCTION SHALL BE AS 5HONN FOR OTHER to 51MILAR WORK. _t. Z I ,%� 0 6. ALL CON5MCTION TO MEET OR EXCEED 2000 I.B.G. 1 t I to 7 PULL BOX o 70.16' 1 -- --- I I N 3D'P VICTORY AVENUE N 8T05'17" - "' _—__ W 960.72' (B.O.B. INDUSTRIAL SUBD. ) -- - —17 � a N 8T05'17" W 16— ' W 1 264 .8 N 87'05'17" W 11_ FOUND 5/ IROPIN, ___0___ CPF#01 9 \ /� CUA .„ \1 0 O I b 1 TITL Q I E 1/4 CORNER / FOUND 614 IRON PIN CPFy 896145 a V I C I N TT- FLAN / CITY INDUSTRIAL NTS NW4 SE4 NE4 SE4 FUSS LIVELY ARCHITECT CHARTERED DATE: DEC m3AR-1 WRITTEN DIMENSIONS SUBDIVISION - HAVE PRECEDENCE OVER ' ,�jGSH SCALED DIMENSIONS. 2088 ADDISON AVE. EAST (734-4303) DRAWN BY: VERIFY DIMENSIONS AND p CHECKED: WL NOTIFY THIS OFFICE OF 'I�Qj FALLS IDAHO 83301REVIS I-9-m4 LOT—2 ANY VARIATIONS. TOTAL REVISION Ste Spr+[Iod �TOVISIDf15 ©CHIT BY FUSS LIVELY ARCHITECT,CHARTERED RO C : A NEVI ANIMAL SHELTER FOR. 3-3-04 TOTALTHESE DRAWINGS ARE REVISION 5SC ana No�eS pT\ Plrz,�s ARCNTECT D MAYTHE PROPE OF THE PROPERTY OF HE CITY OF tWIN FALLS JOB NO. 0103 STATE OF IDAHO NOT BE REPRODUCED. t-tltle.dwg 3-10-04 11:16:50 am MST 22'-4" MATCH EXISTING GRAVEL A i 26.63 40 , 24.50 / I / o. EXIST ' I 27.03 EXI5T 2 40% - 26.04 � I I \ l I I 24.88 , lyo WI�� RECEIVED 26.42 3"STREET MIX ASPHALT �� �_K EX15T F.L. (CITY OF TWIN FALLS N i /a" dye 26.g5 SPECIFICATIONS) APX. _ _ _ - _ _ - - 4 mli7'�' 9 MAR 25 2004 OFTWIN 4,220 S.F. GROWN LINE a0' a�. °BUILDING DEPTLS - 1 1 I N I 330'-0" I 1 I l Tr_ 3727.45 26.04 I 25.55 24.62 2450 / r `26.28 $-� 30'-5"1 I I / 1 2.40% - 25Aq 3" I 1 O O 24.20 i o 5'-b' I� I b. 2.40% - 26.55 I 14� 25.64 24.be) 4'-Q" ry� bo' min. �/'C�Yain�9alp vabtu ry / � � I I �'�e� bnl a acc�+s'�' i i�{'c✓et is evtl iPs/fagad I 1 � rV I ; :Y acc 27.17 j 27.44 I ! Tr, 3727.94 I m Q N N f i I LR 24.65 24'-0' 25.0 I 80 24.67 2 EL - - GRADE+PREAK Dd A� 7 F f I:. -- �'a 1 .: 3725.0 -I � C � .�:,..,L' ,I.; •' .4 .1 24b9 I 24.65 25.0 f I I I I I I I I I I I I I I I 1 1 1 g I I 1 � �-- � ❑ Tj 13 T3 13 TI/ l I 1 (MINIMUM) L Vi r 1 24. ❑ 1 I I 1 I 37 I t / 1 3728.20 I 26.16 125.75 2.40% 24.85 24.48 , - I - I I i L I I i 1., 1 `I F I 1.;1..I I* f a'.:1. 1- '1. ...1. I ... 17'-0" 0 4 4 Rio, .. 1 I \d o o b< 20'-b' o i. 1. . 1 .11.., . .1 1 I f I' 1 1 . I 1. I. :I. f '.1 1 / \ e. e. e. e. e. e. . ei .. e 'e. e <._e e: a e..,.e..e...'e 4'-o" 25.23 GRADE BREAK A• lo'-b°24.80 -� I (TYPICAL) 0 I. IN. -- ------� 4:1 SLOPE / I I l II I 5"or Q6 24.5 ,I I \2 $ I �" 2%,gyp_ /'• / ! !/ � /m CONCRETE APRON 1 !I GRADE BREAK II 1 I 56�• 11`f 3728.17 i i 24.14 23.5 ll. 22.7 / \ 23.0 301-01. \ N 02'54'44" E 38.00' f \ COMMON PROPERTY LINE W/ VALLEY GUTTER/ "SHIRE COCA-COLA" ISRADE 13REAK I EXISTING CHAIN-LINK FENCE (COCA-COLA) I I I I LorAsmp AS sF. per Lfneai Toot T Fire E70ir'l":5h\w Lan ap:^9 {qr exceeds m,n. ra}try aA-\og� Sec py fFy SITE LEGEND ® RETTO'SHEET#2 SITE PLAN FOR UTILITIES EXISTING CONTOUR SCALE: 1' . 10'-0' ��- NEW CONTOUR HEET TIT I-SIT£I 3728.17 EXISTING SPOT ELEVATION LICENSED ARCHITECT RUSS LIVELY ARCHITECT, CHARTERED DATE: AR-12 8 WRITTEN DIMENSIONS pp,�-24.14 OVER NEW SPOT ELEVATION HAVE PRECEDENCE O SHEET NO. SCALED DIMENSIONS• 2068 ADDISON AVE. EAST (734-4303) DRAWN BY:J r• VERIFY DIMENSIONS AND CHECKED: RHL NOTIFY THIS OFFICE OF TIM FALLS IDAHO 83301 9-0 I_ 4 ANY VARIATIONS. REVISED: 02003 BY RUSS uvEL Y TOTAL REVISION ARCHITECT,CHARTERED : A NEW ANIMAL SHELTER FOR: 3-3-m4 TOTAL RussLly THESE DRAWINGS ARE REVISION 56C THE PROPERTY OF THE C I TY OF TUJ IN FALLS JOB N0. ARCHITECT AND MAY 0I03 STATE OF IDAHO NOT BE REPRODUCED. 1-5itel.dwg 3-10-04 11:1-7:48 om MST r [ --- PULL BOX II \\ I \ r \ I I \ \ 2"O PVC,(5HEDULE 40 BURIED 4'-0"BELOW(5RADE)FOR \ FIBER OPTIC GABLE,TO PULL \ BOX. PROVIDE PULL WIRE. 2" PRESSURIZED IRRIGATION 15Y THE \ BY CONTRACTOR. CITY OF TWIN FALLS. RECEIVED I I MAR 2 5 2004 \"9A1 CITY OF TWIN D FALLS BUILDING DEPT. ----------------------- -------------------------------------------------------------------------------------- ------------------� ' 4"m PVC IRRIGATION CONDUIT \\ ,I (TYP) \ I� \ ' A ' I I I; 2'm ER6 OUND TELEPHONE I (TYP) i II SEE DETAIL(2)) /3 iy e ' , C 3 312 I.Q4 I ,I TO TIME CLOCK 3 I -�� IN MECHANICAL z ` ROOM dbf-- --- SEE DETAIL 1/3 0 I; (TYP.OF(2)) — — — — — .T .r � r :. > a..:> r. r .a '?' T...T .a'..r•.: I 'I; :1 1 I' F.F.® SEE DETAIL 3/3 3-1250 3 ::.'i :.•I:,....I ..':I ' I ' I' I' I..I**'- I.:;I .a:`I-• ' 1 ' . .I 1. '1 :1...I•..;I.' I - � L \ �I r 1 1 I 1 I 1 2"WATER 'I SEE DETAIL 2/5 KNOX METER(BY I Q (TYP.OF(2)) WALK OF LIFE BOX D CITY OF T.F) PAVERS(N.I.C) M 1 I I oI � 44 — • — • — •— • — •— •—W- -- —COTS�� ' i 3728.20 � 20b"(T)P) 30'-O" 20'-0"(TYP) I I I I I I I I I I 11 1 1 I I I I I I I \ II ` \�` I .':.I ,• 1' ..1 :1 I :.1 1.TT .1 1'; I a' \ ❑ .. J I. . .1 t, t'. t: t. ; t. �.. a •. r•'t. t t.,t t: t' t tt' ' :.. BY CONTRACTOR SEWER SERVICE I1 4"0 PVG IRRIGATION --� .: .: • ..:, .. - \� W I I CONDUIT — — — — 3 4'0 PVG IRRIGATION I j CONDUIT - - — ( P) S\ I GLEAN OUT \ , i 3125.11 � � 4"m PVC IRRIGATION TOP GO/GD 371Q 0 i �---------- CONDUIT ..� INV.5 3'715.00 ------I I FALLS OF� ------------- ---------------- .. ,• . . . . i I _ VERIFY CONNECTION W/CITY WIN FAL I I C _ b"m SEWER LINE(BY OTHERS) I � 3 N 02'54'44" E 338.00' I i O"5WIRECOGRA GO A"RTY LINE W/ 1 I EXISTING CHAIN-LINK FENCE (COCA-COLA)(MAINTAIN 6 PROTECT) ELECTRICAL LEGEND INDICATES(2) HEAD POLE 1-I6HT5,POLES TO BE PREFI11I5HED, ® (FROM STANDARD FACTORY COLORS),SQUARE METAL AND 25' TALL,W/(2) 400 WATT METAL HALIDE FIXTURES EACH. SEE I SECTION D3 FOR BASE INFORMATION.(5UBMIT SHOP DRAWINGS UTILITIES SITE FLAN AND COLOR SAMPLES TO ARCHITECT FOR APPROVAL). SCALE: 1' 10'-0' SHEET TIT tICENSEo ==J ARCHITECT A0.-1281288 WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE: DEC 03 n SHEET N0. HAVE PRECEDENCE OVER e� p �T DRAWN BY: (/ SCALED DIMENSIONS. `2068 ADDISON AVE. EAST (734-4303) WL VERIFY DIMENSIONS AND *�T p CHECKED: NOTIFY THIS OFFICE OF TM FALLS IDAHO 83301 REVISED:1 9-24 ANY VARIATIONS. TOTAI REVISION 02003 BY RUSS LIVELY q-3-04 TOTAL RU SL LY ARCHITECT.CHARTERED P J C : A NEW ANIMAL SHELTER FOR: REVISION BSC THESE DRAWINGS 2 ARE THE PROPERTY OF t)LI kD THE /�I■r�/ O� *I'JISI REVISION JOB N0. 003 STATE OF IDAHO ARCHITECT AND MAY �/ I T I Y1/ 7 NOT BE REPRODUCED. 2-5ite2.dwg 3-10-04 11:21:21 am MST Asphalt 4 base to City of Twin Falls F rode Standards,(see Finished 9 Section F-3) Edges shall not have more than a 1/4"radius S_6, I/4"Per Foot Slope Recta. FLUSH HANDHOLE 4 COVER GEPT.PROVIDE DUPLEX RE OUTSIDE 0 BASE OF LIGHT POLE (4)5/4"m x 50"ANCHOR ' SIDEWALK KENNEL AREA 4"GONG.SLAB ON 9 BOLTS5% FULL BASE COVER(TO COMPACTED(ENGINEERED) FILL lull-111 I= 1=1 -11 -�11=11 �Illll=11J11L1 11ll=11LI=llll=l Jjl=1ll1�IJ1= =1 - i'o° lz'o° MATCH POLE) T ® G. oTUBE IIII=11-111=IT1LI= -1Jjll-�� ITI l3)#3 TIES 12"o plll=l II—Ill II =11�1 III=III11—I II��I—IIIIIIII Expansion I/2 EXPANSION 30"DIAM.X b'-O'SON 1I —IIIII—III=111111 II ITTI1 —IIIII—II —i1111-1 material JOINT t SEALANT 2" ASPHALT ON " 1 °� II (4) #5 REBAR,VERT. IIIII, ICI—III —_I _ 2"Grovel base compacted to c15% required (I)#4 REBAR® TOP COMPACTED BASE (U#4 REBAR® TDP Q h-1r 7I° 1 of gravel proctor typ. 4 BOTTOM(CONT) SLOPE FINISHED"ANDSOSGAPE GRADE THICKENED I (TYPICAL ALL ED6E5) 4 BOTTOM(COED) 1 1° JI - - - - 5oll compacted to 115%of the soli proctor typ. (TYPICAL ALL EDGE5) - - - 1 Q III �° _EDGE =j 1= =1 =11LI�1 ll=111=11 _it 11�1 -III-1 LIfL—IIII II-ILI.4"GONG.SLAB ON c15% I/2" EXPANSION iJ IILITI-IJL=L =1p I ZI -t ° III�IT=III1 L1— A T�t'PICAL SIDEUJALiG SECTiON COMPACTED(ENGINEERED)FILLJOINT 4 SEALANT =IIII � II IIIII-IIJ 1=IIIIIIIIIIIII-I III11ll1- I=I IIII[ —Ill—IINTs LANDSCAPING _ �1 - a — BUILDING =1 _ III=IIIIISTANDARD SPECIFICATIONS 401,402,403 IIIII IIIII=III -III -IIIII FUNDATION l -1=IIIII =IIIII r y I II-1111=if11 ="r' SLOPES "=IIIII IIII JI II I 17 h J III-J� all.Q _-aTl---- I ° ° 1, RECEIVED NOTES: II- III-1111=JII1-IIIII-IIII ° is IIII IIIII IIIII-IIIII-IIIII I.Expansion material shallbe required every fifteen feet(Ig5)and IIIIIIII III II III _° "Ir 6 -IIlT-I SOIL W/a5% Q 1-II Il r j - L�11�Im�lIDi llll- MAR 2 5 2004 when adjoining an previous concrete work(see 5td.Dw E-1 COMPACTION T p l'"111 f1=IIIII=11111�1111�11111 —_IIII I�FI��'AI IIm CITY UILDI GFTWIDEPT.� and 5td.Specs.401.02). n= -_ _ _ zI-IIIII�III °� 1 =1 I-IIIII= II Ilfl I II__ 2.Expansion material shall be required behind the sidewalk II IJLI=1 _ IIP1� 111_ 1p IIII li�llll =11 I� 195%COMPACTED FILL wherever there will be or Is a driveway,walk or structure(see -1JL�I1I1I�II -' - IIII 5td.Dwg.E-I and Std.Specs.401.02). -11111-11111 _,IIU - 3.All cracked or broken sidewalk shall be rejected except as - SOIL W/C15% NOTE: PROVIDE EXPANSION JOINT II=IIII °�a -1IIIII-' COMPACTION o APPROX.20'-O' O.G. 1 1° ° ° ° ° 1 WI CONDUIT AS REQUIRED Indicated below: Y------ t o).There shall be allowed one(1)random crack perpendicular _to the curb and within the middle one-third(1/3)of the SECT ION TYP.APRON five foot(59 sidewalk section per three hundred linear feet 3 NTS (3009 of sidewalk. b).There shall be no sections less than twenty-five square feet B\SECTION SIDEWALKxENNEL SLAB SECTION (25e,f) when sidewalk is removed and/or replaced. 3 SCALE: 3/4' 1'-0' D - LIGHT POLE BASE 4.Gravel may be three-quarter Inch (3/4")max.or one and one 3 SCALE : 3/4' ■ 1'-0' half Inch(1 1/2")max.graded gravel (see 5td.Specs.412). Right-of-Way Varies STREET 5EGTION NOTES 3'-6 I/2" 10" Varies Varies 1.Standard 48'Collector Street 5ectlon Street Width shall include: �55 pis. 3" Asphalt mat-3/4" Plant - , Grown GMix Only 2.5%--- ---2S% 2"- 2 Leveling course "-1 1/I/2"Base course F All other Street Sections to be T determined by the City Engineer. m AC vseIDLE 4 Asphalt NOTE: 3/4"Leveling Course 2.5%cross-slope measured 3 1 1/2' Base Course from Edge of Asphalt to Crown. Q Compacted 5ubgrade v 2"m STEEL PIPE FACTORY PRIMED TYPICAL BALANCED STREET SECTION PROPORTIONS AND PAINTED OR 3 NTS EACH GRID IS 2 I/2"SQUARE GALVANIZED. STANDARD sPEGIFIGATION5 401,402,403,411,412 AND 413 BACKGROUND TO BE PAINTED WHITE W/5YMB0L PAINTED BLUE GRADE NOTE VT ' ALL LINES FOR CROSSWALK 4 PARKING STALLS TO BE 4"WIDE. GRO55WALK LINES TO BE PAINTED YELLOW 4 PARKING LINES TO BE PAINTED WHITE. Varies Varies cv Parking Width o � G Concrete Walk PUBLIC PARKING 3 2 4% -- LOT SECTION NOTES i'4"m 1.Sections: 2" Asphalt mat-1/2"or 5/4" Plant Mix 3 T I PAINT STRIPING Asphalt 2"-3/4" Leveling course i DETAIL PAINTED HANDICAP SIGNACsE �� 3 SCALE :NTS 5/4"Leveling Course 4"-1 1/2" Base course 3 SCALE :NTS C1DETAiL HANDICAP SicNAGE 1 1/2" Base Course 3 SCALE =NTS Compacted 5ubgrode Zohr\ T` EGAL PARKING LOT SECTION 3 NTS STANDARD SPEGIFIGATION5 401,402,405,411,412 AND 415 CONCRETE NOTES 1. PROVIDE A HEAVY BROOM FINISH ON ALL EXTERIOR WALKS AND SLABS. 2. CONCRETE EXPANSION JOINTS SHALL BE PROVIDED A MAXIMUM OF 20' AND SCORE MARKS AT 4'-0'O.C.s ALL CONCRETE SIDE WALKS UNLESS NOTED OTHERWISE. 3. ALL CONCRETE SHALL BE TRANSIT MIXED AS PER ASTM C-S4 WITH A PLANT MIX PAVEMENT FINISHED GRADE DESIGN STRENGTH of 4000 PSI AT 28 DAYS,(NOTE: ALL FLAT WORK t0 CONTAIN No FLY ASH). 4. FILL UNDER INTERIOR SLABS SHALL BE COMPACTED TO A DENSITY MINIMUM OF 95% AS PER ASTM D-1551. FOOTINGS SHALL BE PLACED ON 95% GRAVEL BASE COURSE II=III 1=J1111=1' COMPACTED EARTH OR COMPACTED FILL AS DESCRIBED ABOVE. _ �=FF JlLIIHT=IIIII=_IIIII=111I=11=12I=11- 1=11� 5. ALL SPLICES IN REINFORCING SHALL BE TIED WITH A MINIMUM LAP AS FOLLOWS: -I I r=IIIII=11 I—IIIII=11T11111=IIII=hill— 11111EE f 1 ,I =11111I (A) HORIZONTAL REINFORCING - 40 DIA. = 5U55RADE (B) CORNER REINFORCING - 40 DIA. CONSTRUCTION METHOD: h. ALL EXPOSED VERTICAL CONCRETE SURFACES SHALL HAVE ALL VOIDS, AIR POCKETS,ETC,FILLED AND BLENDED TO A UNIFORM FINISH. GRAVEL COURSE FOR THICKENED EDGE SHALL (SACK RUBBED). BE GON5TRUGTIOED IN CONJUNCTION WITH STREET SECTION GRAVEL COURSE,THEN GUT AWAY AS "I. ALL REINFORCING STEEL SHALL BE GRADE 60. SHOWN. ASPHALT COURSE TO BE PLACED 8. ANY 4 ALL EXPOSED STEEL TO BE FACTORY PRIMED. MONOLITHIC WITH STREET SECTION ASPHALT. NOTES: SIETE nc I. THICKENED EDGE SHALL BE USED IN ALL LICENSED INSTANCES WHERE EDGE OF ASPHALT 15 NOT ARCHITECT CONFINED BY ANY SOLID STRUCTURE. WRITTEN DIMENSIONS DEG 03 AR I288 2. EDGE OF ASPHALT SHALL NOT VARY MORE HAVE PRECEDENCE OVER BUSS LIVELY ARCHITECT, CHARTERED DATE: SCALED DIMENSIONS. 2088 ADDISON AVE. EAST(734-4303) DRAWN BY: SHEET NO. THAN(3")THREE INCHES FROM TRUE ALIGNMENT VERIFY DIMENSIONS AND CHECKED: RHt AT ANY LOCATION ANY VARIATIONS. .Ti REVISED: 1-904 NOTIFY THIS OFFICE OF q'�gIN FALLS 83301 TOT I REVISION �JF ®2003 BY CUSS LIVELY 3-S-04 TOTAL LSSL ELY ARCHITECT,CHARTERED JECT: ANEW ANIMAL SHELTER FOR: REVISION BSC THESE DRAWINGS ARE G TYPICAL TNIGfGENED EDGE THE PROPERTY M THE cIt\/ Or- TWIN I IIII FALLS LLS JOB N0. ARCHITECT AND MAY `/ I T 1�/ /:iI �IPJ3 STATE OF IDAHO NOT BE REPRODUCED. 3 NTS STANDARD 5PEGIFIGATION5 411,412 AND 415 3-siteconc.dw9 3-10-04 11:22:16 am MST .............. .............. . .......................\ .........................- .......................... ............................. . .. .................................. ................................................. .. ........................................................................................ ...I..................... ................................................................. ............................................................................................ .......................................................................................... ............................................................................................. .................................. . .......................... ................................................................ .... ................................................................................................................. ......................................................................... PRESSURIZED IRRIGATION BY THE .......................I..................................................... .......................................................... ..... .. ................................................................................I..............I...... CITY OF TWIN FALLS. .. ....................................................................................................... ...................................................................................................... RECEIVED . . . ......................................... MAR 2 5 2004 . ...... ..................................... ............................................,.... I... . ... ........ . . .................................. ........... . .......................... CITY OF TWIN FALLS ....... ......................... ......... . ....... ............... BUILDING CE,T ................................................ .............................................;........... ..................... ............................... ............................. ...I......................... ........................... 7 .......................... ....................... ....................... ........................ ........................ ........................... ....................... ............ ........................... ..................... ..................... .......................... ...*........................ .................... .. ................ . ........................I..................... .................... . .......................................... ..................................................................................... .... .......................I..... ............................................................... .....................................................................I....................................................................................'....... 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J, ............................... x PAVERS 1110J. .............................. ...I....... . .........I..................... ... . ...................*.,.*.,.,.,.,.,.,.,.*."**....... . ............ 4- . . . ............................ ............... . . ............... .... . .............................. .... ....... ....... ........ ..................... A o 'o i5 Tj T3 TJ U 1:3 ...................................... :'' . ..........I.... ................................... . ............................... ............ . ......................................I.................. ............... ....... ......................... .................... . [I E_� E� [a U E3, [a Q. 11 11 11 U . ................ ............... ............... ....... ..F.-4' .................................... 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EXISTINC,LANDSCAPE FLAN (COCA-rOLA)OHAIN-LINK FENCE LAND6GAFE LEGEND SCALE: I' - 10'-0' IRRIGATION SYSTEM NOTE: IRRIGATION GONTRAGTOR RE5PONSIBLE FOR SUPPLY AND IN5TALLATION OF ALL MATERIAL5 PERTAINING To FULL IRRIGATION 5Y5TEt-i INCLUDING COM5TRUCTION 5LEE\/E5 To ALL PLANTING BED5 AND LAWN AREAS. LANDSCA P E LE END 5UBMIT 5HOP DRANIW55 To ARGHITEGT FOR APPROVAL BEFORE GOMMENGIN& NORK. SYMBOL COMMON NAME BOTANICAL NAME 51ZE SIZE a MATURITY SYMBOL COMMON NAME BOTANICAL NAME SIZE SIZE a MATURITY SYMBOL DE5GRIPTION LANDSCAPE NOTE: 50-601 HIGH JUNIPERUS HORIZONTALIS (5) 1 GALLON &y-141rH THIS DRAWING 16 SCHEMATIC IN NATURE. THE PLANTS AS FRAZINUS 1-1/2"CALIPER CREEPING SPACE 4' GRASS(H'rVROSEED) INDICATED ARE FOR THE NUMBER 4 SIZE or PLANTS PAT MORE ASH PENNSYL\/ANICA 50-40'SPREAD (BAR HARBOR) APART 61-e)'5PREAD F7q DESIRED! THE INTENT 15 FOR THE LANDSCAPING TO BE DESIGNANSTALL. SUBMIT SHOP DRAWINGS AND SUBMITTALS 401-601 HIGH 5PIRAEA BUMAL12A 51-41 HIGH MULCH OVER NEED TO ARCHITECT FOR APPROVAL BEFORE COMMENCING WORK.RED MAPLE ACER RUBRUM 1-1/2"CALIPER VARIABLE SPREAD 0 BUMALD SPIREA (ANTHONY WATERER) 2 GALLON 51-b'5PREAD FABRIC, 5O'-'7O'HIC7H JAPANESE (3) 1 GALLON 11-611 - 11 HIGH HYBRID HONEY &LEDITSIA 1-1/2"CALIPER BERBERIS THUNBERISII SPACE 41 2-1/21-51 SPREAD NEW CONCRETE 0 LOCUST TRIACANTHOS 5O'-'7O'SPREAD BARBERRY APART LICHED G) AMERICAN PLATANUS ARCHITILT 1-1/211 CAUPER ASPHALT ARmI288 SYCAMORE OCCIDENTAL15 '75-100'SPREAD WRITTEN DIMENSIONS CHARTERED DATE: HAVE PRECEDENCE OVER SHEET NO. SCALED PioEA FUN&ENS 15 GALLON WALK OF LIFE PAVERS DIMENSIONS' 1T (734-4303) DRAWN BY: VERIFY D1 E SIONS CHECKED: COLORADO BLUE 501-60' H16H NOTIFY T�NSNOFFICE OFF TWIN FALLS AHO 83301 REVISED: 4111�� SPRUCE 10'-20'5PREAD lam BY OWNER ANY VARIATIONS. TOTAL FEV15ION 02003 BY RUSS LIVELY CHARTERED ANIMAL SHELTER 3_3-04 TOTAL ARCHITECT.CHART ECT: A NEW ER FOR: LANDSCAPE CURBING THESE DRAWINGS ARE REV15ION 55C E RO — F THE Y (MOW STRIP) THCHPITIEDTEAN.0MAY c1mr*T' or- TWIN F14"s 0103 .1 STATE OFIDAAO �1�A.T P CEO \N E�RE REPRODUCED. 4-1ndqcp.dNq 5-10-04 11:23:47 am MST \ 2"(P PVC,(100'f),WITH PULL WIRE \ TO CITY PULL BOX. \ 42-0" 24'-0" RECEIVED \ 3'-II" MAR 2 5 2004 CITY OF TWIN FALLS 4" CONCRETE SLAB W/b"xb" BUILDING DEPT. F- — — — — — — — — — — — — — — — � — — — — TURNDOWNS ON a5%COMPACTELJ 1 \ FILL(TYP) I =R 5---6-_ -- - -1---------------------------U.G.T------------- ---------------------------o� 1 I o. Sim 1 I UNDERGROUND TELEPHONE10. N I I b 4,0 4'-0" 4'0" 4'-0" 4'-0" 4'-0 3'-0�. 3,0 3'.0^ 3�_0! 3,-0�� .3'-0"T 3'-0". 3'-0" 3'-0" 3'-0"� - - - - —� — VERIFY LOCATION W/ FNDI-ARWALL 4 1 i11 b TRU55 MFG b 1 o I I Q (TYP) RECESS FLOOR 1/2"FOR TILEQ. I I 1 I (VERIFY W/TILE IN- .5.(3)2x4's- 1 r 4"CONCRETE SLAB ON I I 4'-lJ 4�" 4'_d" 4'-0 4'-b" 3'-0"14.3_O •3'-0" 3'-0 3'-0. .3.-0 3'-0". .' 3' A. 3'-8". 4'-0".. . 4 I I �cI5%COMM5 PEA PACTED FILL L J I n I — — — — — — — — — — — — — - - - - - - - � i � I I 1 r - - - - - - - - - - -� I . - - ib�-o° 1 I 1 VERIFY LOCATION W/ I I i I b _ I .o N I 1� — — I 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 3'-b" 3'-0" 3'-0" 3'-O" 3'-0" 3'-O" 3'-0" 3'-0" 3'-O" 3'-0' 3'-0" 2'_2" 6 6 4 1 VFN TAR TAR (3J 2xb's 23'-A" � — �— —� — � — �— —a — � —� —a —O —O —a —� —� —a —❑ —a —❑ (5)2x4's 4 4-4 26'-O" 4'-0" 26'-O" g'-8° SLOPE FLOOR TO I 1 4 : 4 FP.e (ALL IDRAINS®u 4 I �� � Imm'-m' aa'-11" TYP) 1 I I I I I 13125�) 5 12A2 PLAQUES BY ( b) 5 1 I b I I I I I b b OWNER 6 1 I I I I I I E — 0— —0 — — — — �— —� — 0 00 — —� —0 —� —E —E —0 —0 —� c� 4'-D" 4'-0" 4'-0" 4'-O" 3'-b" 3'-0.. 3'0' 3'-O" 3'-0" 3'-0" 31-0" 3'-O" 3'0" 3'-0" 3'-0" 2'2" 18 I 1g" I TYP OF(b) 2 1 1 3 b I I'-4" 2'-8" I'-4" 2'-8" I'-4" 2'-8" 1'-4" 2'-8" 1'-4" 2'-V' 1'-4" 2'-8" 1'-4" - — 2 '-9 — — — — — -- — — — _ — — — I — — — — (3)2x4's 3'-8" 4'-0"' 4'-0" 4'-O" ' .4'-0" 4'-0" . :4'-,0" '• 3'-0" ' 3'-0" '3'-0° 3'-0" VERIFY LOCATIONS W/ I , TRU55 MFG b 1z b Q I START b" J 7 1 J 8"m x 24"DEEP 50NOTUSE BLOCKOUTS I I {FND WALL b 1 4 FOR FUTURE KENNELS,(KENNELS N.I,C) �N _ I (3)2xb's I N (TYP) - IT'�i° 5 I HOLD FOUNDATION DOWN b"AND POUR p 1 3'-8° 4b 4'-0" 4'-0 4'-0" 4'-0° 4'-0" 3b 3'-0° . 3'-0" 3'-0" 3',-0". 3'D° 3'O" 3'0• 3' FLOOR SLAB OVER(TYPICAL® ALL - 1 1 1 OPENINGS — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � J FOR AC COMPRESSOR Q I — — — — — — — — —— —1 I START 1 I 1 Q b FND WALL , 1 I ; J I I IQ 8 - - - - - - - - - - - - 4 a'-4" 10' 13-0° FOOTING FOUNDATION PLAN 28'-0 SCALE: I/4' - i'-m' I m 10 N ' � � SHEET TITL 5-� LICENSED O ._ ARCHITECE 7VARIATIONS. DIMENSIONS RUBS LIVELY ARCHITECT, CHARTERE =J D DATE' DEC 03 AR128R ECEDENCE OVER n SHEET N0. DIMENSIONS. 2068 ADDI50N AVE. EAST (734-4303) DRAWN BY: I/ DIMENSIONS AND CHECKED: RHL HIS OFFICE OF ri AT•iC IDAHO 83301 REVISED: IATIONS. TOTAL REVISION BY BUSS LIVELY 33-0TOTAL RUS LIV CT,CHARTERED PROJECT: A NEW ANIMAL SHELTER FOR:RAWINGS ARE w REVISION EE C QN E PROPERTY OF THE C I t\/ Or- �I 1 I{�I ���f� JOB NO. 3O'-0" THBE REPAN.ROD MAY UCED. V I T w I V �/ m1m3 STATE OF IDAHO 5-fnd.dwcg 5-12-04 3:2G:41 pm MST 2x6s(Dr-#2 OR BETTER). ® 16"O.G.w/R-Iq BATT IN50L. 4 VAPOR BARRIER SAY GYPBD 1/I6"O.S.B.EXT.SHEATHING 8"PAINTED GMU WALL 8" PAINTED CMU WALL #5(VERY)REBAR 032" W/ I5#FELT OR APPROVED 2xb R.W.SILL PLATE(/ (GROUT SOLID) (GROUT SOLID) O.G. HOUSE WRAP SILL SEAL 4 1/2%)AO"A.B. I/2" EXPANSION JT.l^1/ TYPIGAL6"BOND BEAM b"PAINTED CMU WALL (W/WASHEW ® 4'-0"O.G. SEALANT TYPICAL 8"BOND BEAM 1/2' EXPANSION JT.W/ (GROUT SOLID) VINYL SIDING W/DIE 4 12" FROM EACH END W/(I) #5 BAR GONT. SEALANT GONT® 41--0IZ BAR O.G. GUT INSULATION BACKER RADIANT TUBING TIED TO TYPICAL 8" BOND BEAM 4 GOING.SLAB ON q5% REBAR MAT(#3 BAR E.W. W/(U#5 BAR GONT. RADIANT TUBING TIED TO 4"ONG.FLOOR ON q5% RADIANT TUBING TIED TO 4"GONG.FLOOR ON 3"PEA COMPACTED(ENGINEERED) FILL ® Ib"O.GJ REBAR MAT(#3 BAR E.W. COMPACTED(ENGINEERED)FILL. REBAR MAT(#3 BAR E.H. GRAVEL AND q5%COMPACT. ® 16"O.G)(WHERE OCCURS) ® I6"O,GJ (ENGINEERED) FILL �P.F.®------ a 4" GOING. -- 100'-®—O" 1 F.E.a - a �I�O�: - 100-0 K RECEIVED 3"PEA GRAVEL o E D -1i 111 11 _IIIII=IIIII I� _IIII-IIIII=1111 1 III=1111 IIIII_ _ _IIIIII 1� IIIII _'III=IIIII IIIII-IIII IIIII °J,1= ;- �IIIII_IIII MAR 2 5 2004 IIII-Illir�II-IIIII I111=_IIIII II_III_ 1- IIHIJ=11111JJJ_���IIIII ME1 11111=1L 1 III, _ _I' IIIII_IIIII_ -IIIII-IIIII - -- III-11111_III CITY OF TWIN FALLS N - II IIIIII 11 ENGINEERED FILL TO -1�1 II=1 (�I d -I 11 II II IIII _ III-IIIII =11II IIII I-I I IIIII III= =IIII jO BUILDINGDEar. IIII=IIII -- 111 a Iil 11111 11111 I" _" -' p 1/2" EXPANSION JOINT -n - _ N 111 3"PEA GRAVEL(® � ° #5 REBAR(HORIZ) _ Vy/SEALANT q5%COMPACTION � I-- - - _ - , - FLOOR RADIANT) ® Ib"O.G. #5 REBAR(VERT)® 16"O.G. u IIIII IIII-IIII IIIII GONG.FOUNDATION WALL 2"RIGID INSULATION® #5 REBAR(HORIZ) - _I IEEE 1�111 - #$REBAR VERT)® Ib"O.C. 8" 8" 8" 2-0 (ALT.STAGGER AND TIE TO FOUNDATION WALL AND ® Ib"O.G. (ALT.STAGGER AND TIE TO #5 REBAR(VERT) ® I6"O.C. HORIZ.STEEL IN FTGJ EXTEND W/#4 REBAR® I6 O.G. a - HORIZ.STEEL IN FTG) EXTEND 2'-0" GONG. FOOTING VI/(3) ALT.BARS(L I FTO INTO GONT.,HORIZ„ 4 (1) #4 0z _1 IN 2'-0"FROM PERIMETER _ ALT.BARS(32"0.0) INTO (ALT.STAGGER AND TIE TO REBAR VERT.® 16"O.G., 4"RIGID INSULATION(TYPICAL - a VERTICAL GROUTED CELLS OF HORIZ.STEEL IN FTG)EXTEND #5 HORIZ,REBAR GONT. VERTICAL GRO TD CELLS OF ALT.BENDS(TIE TO STEEL q b" a ® RADIANT FLOOR HEAT 8' 8' 8 W/' MASONRY WALL(18" LAP,MIN) GONG.FOOTING (3) ALT.BARS(32"0.0) INTO MASONRYLAP IN FOOTING) 2'-0" LOCATIONS #5 HORIZ.REBAR GONT. VERTICAL MASONRY GROUTED CELLSLAP OF HALL GONG.FOOTING(/(3)#4 GONG.FOOTING(/(3) REBAR HORIZ.,GONT. I #5 REBAR GONT. 1 D E TA I L TYP.FOOTING 2 D E TA I L (-TYP.S'CONCRETE/CMU WALL) t / -t- D E I H(L Cm INTERIOR 8'CMU WALL) �41 D E I A I L l• INTERIOR 6'CMU WALLS) b SCALE:3/4' 1'-0' b SCALE: 3/4' 1'-0' 6 SCALE: 3/4' . 1'-0' b SCALE:3/4' s 1'-0' WATER PROOFING (ASPHALT EMULSION) 2'-0" #5 VERT BARS® 32"O.G. 5/4"CHAMFER 8"PAINTED CMU WALL TOP SOIL 4 POTTING (SOLID GROUT,TYP) TYPICAL 8"BOND BEAM 4xb 4 bxb B.U.COLUMN(IN SOIL(50/50 MI)U PRE-MANUFACTURED TRENCH _ , SLIDING(UP)PET DOOR W/(U #5 BAR CONT. WALL)(5EE SHEETS 5 4 1) Q11LI=11 -„ EPDXY PAINT INSTALLED BY OWNER/ DRAIN 111�1111 II ITI -111111II�L�j1 IIIII GEOTEG FABRIC AGENCY 5/8"GYPBD 2x4 4 2xb R.W.SILL PLATE MIN.4"ONG.AROUND e� a IIIIIIIIIIIIIIIII� Q TYPICAL 8 x8"LINTEL SHOT TO GROUND w/"I DRAIN VERIFY NU MFG. 1111�I IIII m 12"GRAVEL W/(2)#5 REBAR GONT TYPE FASTENERS® 4'-0" 4"GONG.FLOOR ON 3"PEA III=11111511IIE2 I ° HORIZ. 4 GONG.SLAB ON 1/2"EXPANSION JOINT #5(HORIZ) REBAR® 16" O.G. 4 12' FROM EACH END ° 4"GONG. 16"WIDE x 24"TALL q5%COMPACTED FILL (SEE SHEETS 5 4 1) W/SEALANT GRAVEL AND q5%COMPACT. HOT 4 GOLD WATER OPENING®CENTER (ENGINEERED) FILL 1/2"m COPPER WEEPS® SLOPE TO DRAIN ;�7 I PLAQUES PROVIDED BY OWNER b'-O O.G.(EA.SIDE) SEE PLUMBING PLAN LINE OF EA.KENNEL F F ® -- (I/4"/I'MIN) 4" 6- 4" �� INSTALLED BY CONTRACTOR. Ile ow _ F.F.STARTS_® 1/2" EXPANSION JOINT ° ° PLAQUES ARE 12"xI2"xI-I/4" • •, '° a IOOb" F.F.STARTS® Q W/SEALANT(TYP) - MARBLE-LAYED FLUSH WITH - -151111 u _ __ e-G. ---- a -1111111 IIII- -�- - THE SLOPING FLOOR IN11114IRF1 II- ilt-ILII=11111_,111-1'110111 11111�1111-IIII 3' PEA GRAVEL II_IIIII IIIIIII L (IIII IIII_III � F77111 1 IIIIII_IIII -I II�I I I I 11JTI=1I � I I II1=1I_�IIII_I = il =11111 1(11 71 'III III_1111 11111A1111 _IIIII=IIIII-IIIII=_I T_II-Q!= n-'' 1'-0" I'-0" n-111 j �1=IIIII IIII-II E III 1=III=IIII'-1 ill IIIII11111=IIIIII -IIII II IIIII_IIIII-IIII IIII IIII IIII IIII_IIII RADIANT TUBING TIED To =!III_IIII IIIII_IIII _IIN IIII= LLD CONCRETE Down IIII-ILIIF=1111 p1-IIIII ILII�III-_ ENGINEERED FILL ro 1-IIIII IIII=nn u1 'III=11111 1111=IIIII"' IIIII - -1 - 6 AND POUR FLOOR # IIII-IIIIL=II 1111�11 _IIIIII q5%COMPACTION b" b REBAR MAT(#3 BAR E.W. =1J IIIIII--=1 -- IIIII SLAB OVER(TYPICAL) ONG•FOOTING YV/(3) 4 2'-0" IIII=.1 _ V JIIII IIIII _u -IIII -ILI 3'-O" ® I b O.GJ - 11-IIIII-IIII I A 'IIIII REBAR(EACH wAY) I #5 REBAR(VERT)® Ib"O.G. -llilll-i1 b IIIII°1= RADIANT TUBING TIED TO ENGINEERED FILL TO RADIA MAT IN BAR E.W. (ALT.STAGGER AND TIE TO q5%COMPACTION L 1 ° ® Ib"O.CJ WERE R E.H. ) GONG.FOOTING YJ/(b) HORIZ.STEEL IN FTG) �_ #4 HORIZ.REBAR GONT. 4"RIGID INSULATION(TYPICAL v g" g" 11 L RADIANT FLOOR HEAT 2'-0" D E Tt A I L (TYP.TRENCH DRAIN) LOCATIONS ( 1�D E TA I L (TYP.AUXILLARY BEARING FOOTING) b SCALE:3/4' ■ 1'-0' / b SCALE:3/4' _ -0' DETAIL (�PLANTER) D E TA I L (-EXTERIOR KENNEL WALL) b SCALE: 3/4' . 1'-0' b SCALE: 3/4' . 1'-0' SHOP DRAWINGS 2EQUIRED CONCRETE NOTES 1. PROVIDE A HEAVY BROOM FINISH ON ALL EXTERIOR WALKS AND SLABS. 2. CONCRETE EXPANSION JOINTS SHALL BE PROVIDED A MAXIMUM OF 20' AND SCORE MARKS AT 4'-0'O.C.• ALL CONCRETE SIDE WALKS UNLESS NOTED OTHERWISE. 3. ALL CONCRETE SHALL BE TRANSIT MIXED AS PER ASTMI C-S4 WITH A DESIGN STRENGTH OF 4000 PSI AT 28 DAYS,(NOTE: ALL FLAT WORK TO CONTAIN NO FLY ASH), 4. FILL UNDER INTERIOR SLABS SHALL BE COMPACTED TO A DENSITY OF S5%AS PER ASTM D-1551. FOOTINGS SHALL BE PLACED ON 95% COMPACTED EARTH OR COMPACTED FILL AS DESCRIBED ABOVE. 5. ALL SPLICES IN REINFORCING SHALL BE TIED WITH A MINIMUM LAP AS FOLLOWS: (A) HORIZONTAL REINFORCING - 40 DIA. (B) CORNER REINFORCING - 40 DIA. b. ALL EXPOSED VERTICAL CONCRETE SURFACES SHALL HAVE ALL VOIDS, AIR POCKETS,ETC.,FILLED AND BLENDED TO A UNIFORM FINISH. (SACK RUBBED). 1. ALL REINFORCING STEEL SHALL BE GRADE 60. S. ALL EXPOSED STEEL TO BE FACTORY PRIMED. SHEET TIT LICENSED ��p L�pLt ARCHITECT WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE: DEG 03 AR4288 HAVE PRECEDENCE OVER 2088 ADDISON AVE. EAST(734-4303) SHEET NO. SCALED DIMENSIONS. DRAWN BY: VERIFY DIMENSIONS AND 77�� RHL NOTIFY THIS OFFICE OF Fi'ALIaS iI/AHQ 83301 CHECKED: ANY VARIATIONS. REVISED:1 02003 BY RUSS LIVELY TOTAL REVISION ARCHITECT,CHARTERED P OJ ECT: A NEW ANIMAL SHELTER FOR: 3-3-04 TOTAL lI'L L 63 THESE DRAWINGS ARE * *III f� REVISION 13SC THE PROPERTY OF THE C I I Y O 1 WIN PALLS JOB N0. STATE , ARCHITECT AND MAY 0103 STATE OF IDAHO NOT BE REPRODUCED. 6-concdet.dwg 3-10-04 11:211:26 om M5T 2"o PVC(FIBER OPTIC)--S — � 42'-0° NOTE: 12'-0" 54" II'-8° DASHED RECTANGLE5,KENNELS,KENNEL NI GATES,APPLIANCES 4 DOG BATH ARE 5-6- V-8" 6'-0" "ALLONANCE" ITEMS,NOT INSTALLED BY THE CONTRACTOR 5 NI B 5 RECEIVED MAR 2 5 2004 'I I CITY OF TWIN FALLS BUILDING DEPT. CI� IL I I � E in 2"ID 2 - PVC(TELEPHONE) 11° u� OMP. 0 - 4'0° A Ib 7 OFFICE 104 CONFERENCE q'-4" b" 14'-2" �- -- - --------------------- g - ----- -------- ----------O ---- ------- -- --------- -- TRAINING 4 E ( RECEPTION 103 108 4'0" 3'-4" 2'-0" 4'-10" 4'-0" 4'-8" 8" in 13 `a 10 Q STOP 5'-10" O O r 101-01, 12 I . m 1 - •I I NI I I '-8" 4'0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-O" 3'-0" 3'-O" 6-01. 3'-0" 3'-o" 3'-O" 3'-0" 3'-O" 3'-0" 3'-01, 3'-0" _4 -L L-_L- I >� >� >` >� >� >� >� >� >� >� >� > > > > > > > CATS � 12d e 1 1 p 1 1 NI 1 1 1 1 1 1 1 1 1 1 1 Q I I Iq 123 4 lz 1 v 1 1 1 1 1 d 1 1 1 v 1 d 1 1 v 1 1 v 1 1 <t 1 tit 1 m _ � e ENtRY ADOPTION rv - `r IWAITING Q 1 H NI � NI r- j 2'-8" 2'-W 2'-8" 2'-8" 2'-8" 2'-8" 2'-2"____` mr -� QUA 10'-01, !u I in CNNI B.U.4xb 8'-8" 8'-0" 8'-4" 11'-4" 1ONIKITTENS I I fl I IISOLAT. N 1 1 1 1 1 1 (TMP)�NI 25 O Ib a 1 1 1 1 1 I v l 1 1 11 11 11 11 11 1 1 1 1 1 Q r • f�a 1 y I _-I I I Ozz1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 e Ib WOMEN - A 106 ` 21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IT-4" ty A 4'-10" r 2'-10" Ib b° �'_0" b" 2'-4" Ni - - O MEN O O m Ib B.0 bxb. < Li El ❑ El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DISPLAY _ � I'1 5'-5° u' 12'1 .-- STAFF B.U.4xb � 5'-I"� (SEE12NH GL05 DETAILTPLAGUES III DETAIL 8/b) j NI NI I 114 I I JAN 26 G MECHANIC 25 24 23 22 00 O m I 1 O Id 1 1 31 113 Y-b" Ib Ib H G431-ZSeZ=3g69�m 3gocc �R� z56Z +��SE 50LATUBE SKYLIGHTS � = OCCcoa� 4* — — //---° — I12 0 _ GOTG M Ib L 0 UA�P 60,xr eogD �.JE -xITPEDU112E0 NO 2ATCa Co2l++t'b2 EKCEPTIOj BREAK NI 4 4 O DOG 33 DOG 32 — FOOD STORAGE 8 122 ❑ ❑ El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o <r QUA O ISo O O _ REF a AND FIEF PUPPIES -- - \ 116 ;\ ; - 12I Fhg/" (TYP) 4'48" zo1 1 1 1 1 NI 1 1 1 1 1 1 1 1 1 1 I I II 1A NI m I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (qgc� o � NI NI � 8'-2 Ill-loll 7�-2° NI �F I II tl I 2l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5- CIOI I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6Ro.AP S VS I I B.U.4xb 10'-0" Z Sva�{ '3000 I I 1 1 1 3'-3" 10'-5" 28 Ib 2'-8" 2'-8" 2'8" 2'-8" 2'8" 2'-8" [Z-2' �y-w I'-8" I'-8" [I.-b" Ir-w I'-8" I'-8" I'-8" 1'-8" 8" 8'-0" 8" 8° I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 HVA4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 = li'4" 2" WORK ROOM 2q EU71-IENASIA 1 `t 1 d 1 d 1 `f 1 1 1 a 1 d 1 `i 1 `i 1 `t 1 `t 1 1 1 `r 1 1 `1 1 m 1 I 1 I I I I I I I I 1 I 1 1 1 1 I 1 I GOM = = 1 = 1 = 1 = 1 = 1 = 1 1 = 1 = 1 = 1 = 1 = 1 = 1 = 1 = 1 = 1 = 1 = I = (SLOG 4,11.5zp 11T LAUNDRY Ib J 120 I6 N NI NI 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C+6f"ll ego GF- ug --�\ / - --1�t� �1�1\ f 1�1-0-- � 1\ i'1Q4�zsp�< < < B 3 3 3 3 3 3 s3�¢4o s�F,B.U,bxb F 3'-8" 4'-0" 4'..0" 4'-0" 4'-0" 4'-0" 4-0" ' " -0' -0" ' -0' -0" -0" 0" O" b" 1 PET „ e e l3cD6 k/ 6431sq 4 NI �� WASH PT- NEW ARRIVALS/" NI D G 118 , P4 2'-b' 3'-8" T-4' W-4° La. ------ PET I BATH r j I / 23'-4" GAS METER - I 1 I 4 O c 4 14'-0" 12 WALL LEGEND 190 GF SERVICE PANELS b 5 ® 8" HGM HALL AND METER/DISCONNECT I ® b"BLOCK INT.HALL(ON FLOOR) 2oS`F 28-O" 2xb HALL(D.F.#2 OR BETTER) B 2x4 HALL(STANDARD OR BETTER) 12 2xb WALL(D.F.#2 OR BETTER)V4/ Aga3-1/2"SOUND INSULATION 4 RG CHANNELS(EA.51DE) FLOOR 2x4 HALL(D.F.#2 OR BETTER)N/ SCALE: I/d' - 1'-0' ® 3-1/2"SOUND INSULATION 4 RC //��I I AUA CHANNELS(EA.SIDE) -SQUARE FOOT S SHEET TIT OFFICE /ANIMAL CARE 6,435 OF 1-FLPLI u3sED CHARTERED �� p L� L� ARCHITECT WRITTEN DIMENSIONS RUSS LIVELY ARCffiTECTF CHARTERED DATE: DEC 03 AR•1288 HAVE PRECEDENCE OVER `IL088 ADDISON AVE. EAST (734-4303) SCALED DIMENSIONS. DRAWN BY: SHEET NO. VERIFY DIMENSIONS AND �a CHECKED: W- L AH NOTIFY THIS OFFICE OF ri S' IDO 83301 ANY VARIATIONS. REVISED:1-S-04 02003 BY RUSS LIVELY TOTAL R-EVISION ARCHITECT,CHARTERED : A NEW ANIMAL SHELTER FOR: 3-3-04 TOTAL ussL LY THESE DRAWINGS ARE REVISION E35C THE PROPERTY OF THE C I Tom/ Or- TWIN I r f�LL.6 JOB N0. 1 , ARCHITECT AND MAY �,/ T I W/ I V 1-1 �103 STATE OF IDAHO NOT BE REPRODUCED. -1-flpII.dwg 3-12-04 2:53:20 pm MST FLOOR LEGEND DOOR SCHEDULE ® 12"xl2" VINYL TILE NUMBER SIZE TYPE MATERIAL FRAME I ELEV HARDWARE GROUP NOTES 4 REMARKS 1 3'0" x'TO" 5F 6LA55/ALUM ALUM A GROUP#1 NOTE "A" 2 3'0"x 1'O" iNSUL METAL METAL G GROUP#3 1/2 GLASS,MASONRY FRAME P OBE AGE 8"x8"CERAMIC TILE 3 3.0" x'TO' INSUL METAL METAL G GROUP#3 I/2 GLASS,MASONRY FRAME OFFICE 04 4 3'O"x l'O" INSUL METAL METAL G GROUP#3 1/2 GLASS,STEEL WRAP FRAME CEPTION 5 12'O"x 8'O" OHGD MFG WOOD NA NA BY OWNER,N.I.G. 102 103 1OZ 108 ED 6 3'0" x-7'0" INSUL METAL METAL G GROUP#3 1/2 GLA55,STEEL WRAP FRAME STOR EPDXY PAINTED FLOORS � 3'0"x 7.0., 5F GLA55/ALUM ALUM B GROUP#2 C E C E I V E D 8 3'O"x 7'O" INSUL METAL METAL D GROUP#5 EXTRA DEPTH JAMB REG. MAR 25 2004 109 .'.'.'.'.'. .. ....'.'.'.'.' q 3'0" x-7'O" INSUL METAL METAL D GROUP#5 EXTRA DEPTH JAMB REQ. 124 T WAITING ''' 10 3'O"x 7'O" SG METAL METAL D GROUP#4TWNFALLS �I BUIOLDINGIDEPT.. 1 0 101 ADOPtION II 3'O" x 1'O" SG WOOD WOOD £ GROUP#b W/ I6"x8"DOOR LOUVER ITWI 12 2'6" ' "x 68 BF WOOD WOOD D GROUP#8 110 ® ... .... .... ...... 3 3'0"x �'O" SG WOOD WOOD D GROUP#4 14 3'O" x-T'O" SG WOOD WOOD D GROUP#4 - ................................................................................ IS 3'O"X O" SG WOOD WOOD D GROUP#4 ENS :.:.i... I6 3'O"x 1'O" INSUL METAL METAL D GROUP#I EXTRA DEPTH JAMB REG. 1 II 1� 5.0"x-7'O" HG METAL METAL D GROUP# 1.2 '•'•'•'..............4.'.'.'.'4'.......'.'.'................ 4.......'.U......a.'.'A.'.'.4.'.a''•'. ..a s .... . 18 3'0"x 7'O" INSUL METAL METAL E GROUP# gT 0.............................................................................'.'.'.'.'.'.............. UP 7 EXTRA DEPTH JAMB REQ., AS 114 "' - ,•,•KETAIELS..................................... ,(MASONRY FRAME) .......... .......... .JAN•. ........,.,.... ........ME W/ I6"x8" DOOR LOUVER .'.'DOG... 112 ...... •••;• 1 5.01.x O' HG METAL METAL D GROUP#7 MASONRY FRAME 20 3'O"x 1'O° HG METAL METAL E GROUP#-1 H/ I6"x8" DOOR LOUVER MASONRY FRAME FE 128 .'.'.'.'.'.'. ....................................... ................................. .." ..""' """"' gib 21 3 0"x 7'O' HG METAL METAL D GROUP#q MASONRY FRAME ......... 3 8r... ......... �...�.;.;.:.a;;,;O;,,O, �,.;.:.'p;...❑ •p•.Q..�..O..�.. ..�• .�..p'.'.�' 22 NO PF?E3Oi'x Tb' HG METAL METAL E GROUP#7 W/I6"x8" DOOR LOUVER 23 3 0 x�O H METAL METAL ,PUPPIES.. ..... ..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' G E GROUP# OUP 7 Yy/ Ib x8 DOOR LOUVER II6 115 122 24 3'6' x.7.01. 121HG METAL MET ................................................................................ AL D GROUP#7 II 25 3101.x 7 O HG METAL METAL E GROUP# i W/ I6 x8 DOOR LOUVER ................................................................... 26 2'6" x-l'O" HG METAL METAL D GROUP# '1 " 27 3'0"x 1'O" HG METAL METAL E GROUP#4 W/ Ib"x8"DOOR LOUVER .. ' ..........'.'.'.'.'. •; UTHEP MIA'... 28 3'O"x i'O" HG METAL METAL D GROUP#4 �w WORK ROOM'.'.'.'.'.'.','. Ili L ..........:: : 120 2q 3'O"x-i'O" HG METAL METAL D GROUP#'1 '... .'..'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.':.'.'.'.' 119 30 3'0"x'T'O" HG METAL METAL D GROUP#b ..............................PET.' fl 31 5'0"x 7'O" HG METAL METAL D GROUP#b WASH ''' 32 5'0"x-1'0" HG METAL METAL D GROUP#q MASONRY FRAME �•,•;•;•; IIS ....'. 33 3.0"x 1'0" HG METAL METAL E ............... ............... ............................ . GROUP#l W/lb"x8"DOOR LOUVER,MASONRY FRAME (...............I.... I...............{.... '.'.t.'...............{...:. TYPE LEGEND HG HOLLOW GORE FLUSH PANEL DOOR INSUL INSULATED DOOR I ® SR SOLID GORE SOUND RESISTANT BF WOOD BIFOLD DOORS FINISH FLAN SF STORE FRONT SYSTEM SG 5OLID GORE WOOD DOOR NTS NOTE "A" ® 3'-O"x1'-O"STOREFRONT DOOR SYSTEM W/(2) I'-6"x7'-O"SIDE LIGHTS AND 6'-4" t(MATCH DOOR WIDTH) x(I'-6"x2'-10"XI'-6") t TRAPEZOIDAL TRANSOM,(SEE ELEVATIONS). SYSTEM TO HAVE THERMAL BREAKS, FINISH SCHEDULE WINDOW SCHEDULE RM HARDWARE SCHEDULE r NO. NAME WALL BASE FLOOR CEILMG COMMENTS WINDOW MATERIAL FRAME STYLE MFG COMMENTS W Q W W GROUP#1 GROUP#b W m 1 f Eu J F J EXTERIOR STOREFRONT, CYLINDER LOCK,FLUSH BOLTS,CLOSURE, LEVER HANDLE,STORAGE LOOK,STOP. U Z p Q z_l(1 p O �7 Z W m HANDICAP THRESHOLD,WEATHER STRIPPING. LU �C x f 4 m (yr _U N fflLL��� ILL (p U GROUP#2 GROUP#T p p O 0 A 4 z �u 0 0 LL u LEVER HANDLE,PASSAGE LATCH,STOP iu uI Ul IL 4 A W J Q ? INTERIOR STOREFRONT,CLOSURE.STOP w w Q7 Q> Qd/ ? W B J �O O? UJ J N- J GROUP#3 GROUP#8 z v V V z X V Z V Q2.49 } n V 0O U LEVER HANDLE,HANDICAP THRESHOLD,WEATHER-STRIPPING,CLOSURE, SINGLE 5.5.KNOB(VERIFY). W hi W 4 �p - Q ENTRY LOCK s DEAD BOLT,STOP. GROUP#q [C 0 X X X X X X GROUP#4 w 5'0" 3' " X X X X X X LEVER HANDLE,PASSAGE LATCH,HDG THRESHOLD, 100 ENTRY • LEVER HANDLE,OFFICE LOCK,STOP WHEATHERSTRIPPING,CLOSURE,STOP. • • • CEILING VARIES,SLOPED 3'O" x 3'6" X X X X X RX GROUP#5 101 WAITING • • • • 8'-6'SUSP.CEILING 102 RECEPTION • • • • 8'-6' SUSP.CEILING 4'a4'0" X X X X XX LEVER HANDLE,CLOSURE,PRIVACY LOCK,STOP 103 OFFICE • • • • 8'-6'SUSP.CEILING G 4'6X X NOTE: 105 COMPUTER • • • • FULL HEIGHT DRYWALL H 3' X X SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVALS. 105 WOMEN'e RR • • • • 8'-6' pRYWALL CLG 1 XRR • • • • 8'-6'DRYWALL CLG J 14" X 101 STORAGE • • • • FULL HEIGHT DRYWALL 108 CONFERENCE 1 8'-6' SUSP.CEILING Ime HALLWAY • • • • 8'-6'SUSP.CEILING 110 ADOPTION • • • • 8'-6' SUSP,CEILING III STAFF R.R. • • • • 8'-6'DRYWALL CLG DOOR ELEVATIONS 112 BREAK ROOM • • • • FULL HEIGHT DRYWALL 113 MECHANICAL • • • • FULL HEIGHT DRYWALL 114 JANITOR • • • • FULL HEIGHT DRYWALL 115 DOG ISOLATION • • • • FULL HEIGHT DRYWALL II6 DOG QUARANTINE • • • • FULL HEIGHT DRYWALL 11 WORK ROOM • • • • FULL HEIGHT DRYWALL 8 PETROOM • • • • FULL HEIGHT DRYWALL � Ile LAUNDRY • • • • FULL HEIGHT DRYWALL � 120 EU7HENASIA • • • • FULL HEIGHT DRYWALL 121 FOOD STORAGE • • • • FULL HEIGHT DRYWALL 171 r i 122 PUPPIES • • • • FULL HEIGHT DRYWALL /i /�� /�� 123 VIEWING KENNELS • • • • FULL HEIGHT DRYWALL i 124 CATS !KITTENS • • • • FULL HEIGHT DRYWALL 125 CAT QUARANTINE • • • 1 • FULL HEIGHT DRYWALL 126 GAT ISOLATION STOREFRONT STOREFRONT I H • • • • FULL HEIGHT DRYWALL A SYSTEM B 5Y5TEMl i METAL D E 12 A LLWAY • • • • FULL HEIGHT DRYWALL 126 KENNEL AREA • • • • FULL HEIGHT DRYWALL CEILING VARIES,SLOPED SHEET TITL 8-SGHED 4ALRICCEHN1T,51ECDT p pr�� HAVE PRECEDENCEWRITTEN DIMENSIONS OVER RUSS .LMLY ARCtHMCT, CiilestR:TERED DATE: DEC 0388 SCALED DIMENSIONS. 2068 ADDISON A.G. EAST (734-4303) DRAWN BY:_� SHEET NO. VERIFY DIMENSIONS AND NOTIFY THIS OFFICE OF * L� CHECKED: RHL ANY VARIATIONS. a nu' r IDAHO 83301 REVISED: 1-9-04 02003 BY RUSS LIVELY TOTAL I;EVISION ARCHITECT,CHARTERED CT: A NEW ANIMAL SHELTER FOR: 3-3-04 TOTAL THESE DRAWINGS ARE 135C THE PROPERTY OF THE /�I*\/ O� t� I(� ����� JOB N0. 11 ARCHITECT AND MAY C I I I W 0103 STATE OF IDAHO NOT BE REPRODUCED. 8-5chedule5ANg 3-12-04 2:54:35 pm MST RECEIVED MAR 2 5 2004 A CITY OF TWIN FALLS 12 5 r 14 BUILDING DEPT. —= COLORED METAL RIDGE ARCHITECTURAL ASPHALT SHINGLES VENT (50 YEAR WARRANTY,80 MPH) ON 30#BLDG. FELT("b" NAILED) (SHINGLES SUPPLIED BY OWNER) COLORED METAL SOFFIT, FASGIA,GUTTERS 6 DOWN SPOUTS PL. HT. E u; VINYL SIDING W/DIE GUT O / Q INSULATION BACKER v v ' � F.F.® 4" TRIM AROUND WINDOWS AND DOORS(CONTRASTING COLOR) PAINTED GMU WALL SOUTH ELEVATION SCALE: 1/4' . I'-0' NOT INSTALL COLORED METAL 'SEAMLESS'GUTTER AND DOWN SPOUTS, GUTTERS TO HAVE 'HIDDEN' HANGERS. PROVIDE SPLASH BLOCKS FOR EACH DOWNSPOUT. PROVIDE SHOP DRAWINGS,COLOR SAMPLES, SUBMITTALS AND VERIFY DOWN SPOUT LOCATIONS W/ARCHITECT AND "50LAlUBE" SKYLIGHTS OWNER BEFORE INSTALLATION. B 12 ARCHITECTURAL ASPHALT 5HINGLE5 (30 YEAR WARRANTY,80 MPH) ON G 30#BLDG.FELT("Co" NAILED) C 14 (SHINGLES SUPPLIED BY OWNER) 12 12 5r COLORED METAL RIDGE VENT E COLORED METAL SOFFIT, _ 13 FASCIA,GUTTERS 3 D.S. K K K K — K — L� — — PL. HHTT.®gyp I10'-I I/2" E III E I 2 B LE VINYL SIDING W/DIE OUT I .. �� INSULATION BACKER F.F. 100' O (2) WALLPAK5 BEYOND (UNDER CANOPY) VERIFY PAINTED GMU WALL ON 4'-0" PAINTED GMU WALLS HEIGHT) PAINTED CONCRETE WALL 4" TRIM AROUND WINDOWS OWNER INSTALLED FENCING AND AND DOORS(CONTRASTING GATES COLOR) WEST ELEVATION SCALE: 1/4' . 1'-0' SHEET TIT 9-ELEVI LICENSED ARCHITECT WRITTEN DIMENSIONS RUBS LIVELY ARCHITECT, CHARTERED DATE: DEC 03 AH 12Sa HAVE PRECEDENCE OVER 2088 ADDISON AVE. EAST (734-4303) SCALED DIMENSIONS. DRAWN BY: SHEET N0. VERIFY DIMENSIONS AND 7n I-�_�,, NOTIFY THIS OFFICE OF 71M FALIS IDAHO 89301 CHECKS:I- WL ANY VARIATIONS. AVth 02003 BY RUSS LIVELY L.�TOTAL ILA ARCHITECT,CHARTERED P OJEC : A NEW ANIMAL SHELTER FOR: 3-3-04 7oTALBSC ussL LY THESE DRAWINGS ARE REVISION S,11 THE PROPERTY OF THE or �I I I I�I J�L.LS JOB NO. ARCHITECT AND MAY tr/ I T W/ Imo{ Jill (d103 STATE OF IDAHO NOT BE REPRODUCED. 9-elevIAN9 3-12-04 3:15:43 pm MST q COLORED METAL RIDGE ARCHITECTURAL ASPHALT SHINGLE5 12 VENT RECEIVED (30 YEAR WARRANTY,80 MPH)ON MAR 2 5 2004 30#BLDG.FELT("b" NAILED) SOLATUBE 5KYLIGHT5 SHINGLES SUPPLIED BY OWNER) CITY OF TWIN FALLS 12 5r'� VENT COLORED METAL SOFFIT, FASCIA,GUTTERS b DOWN SPOUTS PL. HT. 4 ki;a VINYL OUT 5U ATION BACKER IN F.F.a PAINTED GMU WALL CANOPY TO HAVE INTEGRATED GUTTERS OWNER INSTALLED FENCING AND GATES NORTH ELEVATION SCALE: 1/4' NOTE. INSTALL COLORED METAL 'SEAMLESS'GUTTER AND DOWN SPOUTS. GUTTERS TO HAVE 'HIDDEN'HANGERS. PROVIDE SPLASH BLOCKS FOR EACH DOWNSPOUT. PROVIDE SHOP DRAIUINGS,COLOR SAMPLES, SUBMITTALS AND VERIFY DOWN SPOUT LOCATIONS UU/ARCHITECT AND OWNER BEFORE INSTALLATION. B ARCHITECTURAL ASPHALT 5HINGLE5 12 C (50 YEAR WARRANTY,80 MPH)ON 12 ((5 NGLD6. FELT ES SUPPLIED' NAILED) BY 0 WNER) 12 5r COLORED METAL SOFFIT, FASCIA,6,UTTER5 4 DOWN SPOUTS I101-T IT211� Ll / G D FH I b 5 \ I _ --- - -- F.F. THIS DOOR BY W O NER 100TO PAINTED GMU WALL M.LGJ VINYL SIDING W/DIE GUT �� INSULATION BACKER (2) WALLPAK5 BEYON (UNDER GANOPY) VERIFY HEIGHT) OWNER INSTALLED FENGING AND GATES EAST ELEVATION SCALE: 1/4' 1'-0' HEET TI I^-EL9V2 LICENSED ARCHITECT WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT �." AR•1288 HAVE PRECEDENCE OVER f HARTERED DATE:-.:cesEcsC SCALED DIMENSIONS. 2068 ADDISON AVE. EAST (734-4303) DRAWN BY: SHEET NO. VERIFY DIMENSIONS AN N011FY THIS OFFICE OFD 71" F rn CHECKED: L ©Y VARIATIONS. 1 nub aL�O 83301 REVISED:.1. 3., / 2003 BY RUSS LIVELY TOTAL REVISION ARCHITECT,CHARTERED PRO E T: A NEW ANIMAL SHELTER FOR: 3-3-04 TOTAL a s N Lv THESE DRAWINGS ARE 10 THE PROPERTY OF THE CITY OF TWIN rfrl�.LS J REVISION BSC ARCHITECT AND MAY 0I03 STATE OF IDAHO NOT BE REPRODUCED. 10-elev2.dwg 3-12-04 3:17:01 pm MST P.E."JACK"TRU55E5®24"O.G. 4 4 P.E.METAL CANOPY RECEIVED P.E. "JACK" TRUSSES 14"SOLATUBE MAR 2 5 2004 -- SKYLIGHTS(TYP. I I I P 24"O G OF(5)) FTWINFALLS BUILDING DEPT. I I-7/8" BGI/450's ® I ' P.E.TRUSSES®24"O.G. I I 241 O.G. - - -- VQ I'-0" ®� L III I 1 I I I I I 11 I I Ui --- -- ----- ----------- _ _------------ _ p(( RIDGE VENT II ( I I I I II V W I I I I DI I I 1 I i n p� -. -------- ----- -- -------- -- ----- -- ----- , I I II ---- -- P.E. "SCISSOR"TRU55E5® 24"O.G. n�pp��p p I .i III I I I I I I II D.F. VLi�BLE O((xb'S .9 w ------ -------- ----- --- ------- ------- n1 i i i i o VOL)HOLD DOM IS) fV - , _ II I I I I I r ------- -- _ L-I L-I L-I L-I L-I L-I ' RUN L L I 5-I/2 AND OOKOUTS Tf I I B-1 , I -- ----- ------- II I I 1 II L-1 L-1 OVER. NOTE,AUXILLARY N O YNT BEARING POINTSRID (TYPICAL OF SEE FND PLAfit-------- W � ho. < - -- ----- - -- --- ------ -- ---�;; I � ,,�—�---�-�II LI1 . . ... =_-'.• IDGE VENT — -- ------ ---------- R 1 i 1 1 I 1 1 1 . 01 1 I I .I.•.•.�.1i. I I I ` -- i -- a --- - WH- - - -----�- - — I __--®- 1 I I I I I 1 1 II W UJ -- ---- I I I .I .-.-.I ---- - ---- --- -- -------- ----- -- III i I 1 II. --- ------ ----------1,,II 1I ,I ,i II ..L-.-. ..II.. . .'..iF" .-..II.. . -L-. WD_ -- ------- --- ------------RIDG----E--VE N--T-- ------------ -J,1 IIIIIIII I II I1 Oo i• II,i IIII 1.;.;.:II1I 1 --- .--- 1;5 I1 I I1 III iII II1 1II tRive iIE VEIN1 T. . . . . .. . . . . . . OE']ON LL SID F TRUSJ C V SR. . . . . IDE Ac/— . •' .' .I O RS USE ' I I I I I I I 1 I I I r U) 1 I - -�-. -- -- -- ---- - -- -- -- ------- II 1 VE TAG AREA,U 2x8 5 RIDGE VENT I ,III (D.F.#2 OR ETTER)® 24"O.G. nr I I 'I' 11 I'- -- ----- --I--'- ----- -------- -- ---- -- DRAFT STOP(I/2" GYPBD ,II --- ', Y . . . . . . . . . . . __ l l l l I ON ONE 51DE OF TRu55 i i i i i i i I1� —__—__ PROVIDE ACCESS , I , ( III Ilr Illiii II ( IIIIIII 1111111I` I I I 1 ATTIC ACCESS • .I N -- _-----_--- ---_--� - I---- ------------ II I 1 "ir 7 I I 1 - 1 I ----_ ------- - --�II I I I I 1 I III`•----- _- -- N t — ,II LH\/Al ------------ -- ----- ---------- ----- ----- I L-I L-IL-I L-IL-I L-I' -------------- -- - -- ------------ ------ II I I I I II' 1 RIDGE III P.E. "JACK" TRU55E5 - ® 24"O.G. -------------- -- --- ---GIRDER TRU55--- ----- - DIII P.E. TRU55E5 ® 24"O.G. — — —I -- _- -_---------�- o I I KNIT III ATTIC G IRDlTf E'R TRU-55 2'-0" �r 12 i I 1 I 1 I I I 1 I III I I I I I I i IIIIIII P.E. "JACK"TRU55E5 o 24" O.G. I ' I ---' - P.E. "JACK" TRU55E5 2'0" 24"O.G. TRUSS DESIGN WOOD SEAM SCHEDULE I I I I I I I TOP CHORD DESIGN: -I Q WIND LOAD = q0 MPH B-1 1-3/4"A4"VERSA-LAM N N SNON LOAD = 25 P5F DEAD LOAD = 12 P5F 5-1/4"Al-"1/5"VER5A-LAM K"TRU55E5®24"O.G. 2-0 TOTAL DESIGN LOAD(TOP CHORD) = 3-1 P5F El BOTTOM CHORD, TYPICAL HEADER 15 5-1/4"x4-1/2"VERSA-LAM DEAD LOAD = 12 PSF UNLE55 NOTED OTHERN15E B NOTES: LINTEL SCHEDULE 12 ® I- SUBMIT SHOP DRAWINGS TO ARCHITECT,(STAMPED BY ENGINEER),FOR APPROVALS BEFORE FABRICATION. L-I TYPIGAL LINTEL 15 8" LINTEL lN/(2) #5 REBAR ROOF PLAN 2- USE HURRICANE CLIPS ON EACH END OF EACH TRUSS. SCALE: I/4' . 1'-0' ® 3- ALL TRUSSES TO HAVE 1'-0' INSULATION HEEL UNLESS NOTED OTHERWISE, SHEET TIT II-ROOF LICENSED ARCHITECT HAVE WRITTEN RECEDENCEN OVER RUSS LIVELY ARCHITECT, CHARTERED DATE: 03 A0..1258 - SCALED DIMENSIONS. 2088 ADDISON AVE. EAST (734-4303) DRAWN BY: SHEET NO. VERIFY DIMENSIONS AND •*c NOTIFY THIS OFFICE OF FALLS IDAR0 83301 CHECKED: RH ANY VARIATIONS. REVISED: ®2003 BY RUSS LIVELY TOTAL REVISION ARCHITECT.CHARTERED P J CT: A NEW ANIMAL SHELTER FOR: 3-3-04 TOE RUSSL LY THESE DRAWINGS ARE THE PROPERTY OF THE CITY Or- TWIN P,4LLS JRENIDSION EsSC , ARCHITECT AND MAY 0103 STATE OF•IDAHO NOT BE REPRODUCED. 11-roof.dwg 3-10-04 11:45:11 am M5T DUGTWORK IN ATTIC RECEIVED hiAR 2 5 2004 CITY OF TWIN FALLS BUILDING DEPT. LPL. HT. NT 1>7!. L I I j I I I I J ,pF�F. ''100i-�0 r--—- DRYWALL CEILING 5U5PENDED CEILING OBUILDING SECTION (NORTH/°vOUTH) 12 SCALE: 1/4' - 1'-0' DUCTWORK IN ATTIC F 13 D 13 HEAT EG IT IO RY UNN A IG -- - -- -- - - -- - __ IIL/'-� 100�-0 / \\ , BU I L D I NCB SE CT I ON (EASTAJEST) 12 SCALE: 1/4' . V-0' "50LATUBE" SKYLIGHT H 14 - _________ T.O.M. SURFACE MOUNT FLUORESCENT GUTTER $ DOWN SPOUT ON GANOPY ------ F.F. III ---------100'-0�� Iv�l 12'-0" SHEET TITL IZ-sEcr LICENSED V.n L� ARCHITECT 7R,17E \DIMENSIONS RUSS LIVELY ARCIIITECT� CHARTERED DATE: G 03 AR-1288CEDENCE OVER tfIMENSIONS. 2088 ADDISON AVE. EAST (734-4303) DRAWN BY: SHEET NO. IMENSIONS AND �*TIS OFFICE OF T IN FALLS IDAHO CHECKED: RHL ATIONS. 53301 REVISED: 11_ 3-04 BUILDINCH SECTION (• KENNEL AREA) Y RUSS LIVELYTOTAL REY1510N v'^yJ�SCALE: 1/4' - I'-0' T,CHARTERED P OJ CT: ANEW ANIMAL SHELTER FOR: 3-3-04 TOTALR 55L e LT DRAWINGS ARE ROPERTY OF THE REVISION BSC ECT AND MAY ,C/ItY O� TUJIN PALLS JOB NO, ,a1�3 STATE OF IDAHO E REPRODUCED. 2-sect.dwg 5-10-04 11:46:45 am MST RECEIVED MAR 2 5 2004 CITY OF TWIN FALLS BUILDING DEFT. ARCHITECTURAL ASPHALT SHINGLE5 (50 YEAR WARRANTY,80 MPH) ON 30#BLDG.FELT(%"NAILED) ARCHITECTURAL ASPHALT SHINGLES (SHINGLES SUPPLIED BY OWNER) (30 YEAR WARRANTY,80 MPH)ON 30#BLDG.FELT("b"NAILED) PRE-ENGINEERED TRUSSES® 24" (SHINGLES SUPPLIED BY OWNER) O.G.W/1'--0" INSULATION HEEL(NI/ 2x6 RAFTER TAILS® 24" HURRICANE CLIPS ON EA.END OF PRE-ENGINEERED TRUSSES® 24"O.G. EACH TRUSS) (USE HURRICANE CLIPS E ON EACH ND O EACH TRU55) 12 12 —Iv R-38 INSUL.MAINTAIN 51 4,d SOLID INFILL PANELS(EA.SIDE) 5/5'PLYWOOD SHEATHING I-1/2"AIR SPACE® ENDS INSULATION BAFFLE 51 12 5/8"PLYWOOD SHEATHING SOLID BLOCKING II-'1/8"BGI 450's® 24"O.G. SOLID BLOCKING p INSULATION HEEL 5/8'GYPBD M INSULATION HEEL O R-38 INSULATION(MAINTAIN 2xb BOTTOM CORD - _PL.HT.® - R-50 INSUL.MAINTAIN _ -- - --- I10'-I I/2- -—-—- - - 1-1/2"AIR SPACE® ENDS �_PL.HT._—- _ _—_ 1-1/2"AIR SPACE® END5) 5/8"GYPBD(TAPED) 1"FOIL FACE INSULATION ® 110'-I I/2" COLORED METAL 5/8"GYPBD(TAPED 3 TEXTURED) I-1/8"xb" 4 1-I/8AO" PLYWOOD SIMPSON HS HURRICANE GUTTERS d DOWNSPOUTS SUSP.GLG.® CLIPS(TYP) FASCIA W/COLORED METAL I 08r�r------- WRAP COLORED METAL SOFFIT SOLID BLOCKING 1 FASCIA d COLORED PLYWOOD (I/3 PERFORATED) FASCIA w/COLORED METAL I 2x FRAMING W/COLORED WRAP METAL WRAP MATCH TRU55 ROOF BEVEL END TO COLORED METAL SOFFIT ROOF 5/8 GYPBD PLANE (I/3 PERFORATED) 5-I/4"x9-I/2"VERSA-LAM 5-1/4"Al-118"VER5A-LAM COLORED METAL GUTTER d DOWNSPOUTS(TYP) PAINTED WOOD SILL,JAMB 5/8"GYPBD d TRIM(TYPICAL) 4' "CONTRASTING"TRIM AROUND 2x6 R.W.SILL PLATE W/ WINDONL5,DOORS AND® CORNERS PAINTED WOOD SILL,JAMB 12080 OHGD AND TRACK SILL SEAL 3 1/2"lPAO"A.B. d TRIM(TYPICAL) (BY OWNER) (W/WASHER)® 4'-0"O.G. VINYL SIDING W/DIE-GUT # 12"FROM EACH END 4 INSULATION BACKER Q r HOLD FOUNDATION DOWN AND '7/I6"O.S.B.EXT.SHEATHING POUR FLOOR SLAB OVER I/2"EXPANSION JOINT W/15#FELT OR APPROVED 4"CONCRETE SLAB ON a5% (TYP.® ALL OPENINGS) W/SEALANT HOUSE WRAP COMPACTED FILL(RECESS I/2"± FOR TILE INSTALLATION 4"CONCRETE SLAB C15% Zxb's OF#2 OR BETTER). (VERIFY W/TILE INSTALLER)) 4"GONG. COMPACTED FILL ® Ib"O.G.kVR-la BATT INSUL. d VAPOR BARRIER RADIANT TUBING TIED TO CERAMIC TILE REBAR MAT(#3 BAR E.W. ® 16"O.0 j GALVANIZED "Z" FLASHING =i v (TYPICAL) A F.F.® F.F. +100�_Or--- a a. w -------I00 O ------TOTDe-� 8"MIN,SLOPE AWAY FROM " _ — 3 PEA GRAVEL �T� BUILDING® 2%FOR 10-0 FOR LEVELING COURSE I1 L—I lT��ll Ill��I =1 IZI= —IL>=11�i 1 =111—'ll1 Il�ffil IIII-�Illi 1 IIII-ITII-I�'- I1111=1TI=111_ITfI I_II _ 1=111� =III I�TII_ IIII_IT=DTI-1171�11 - =1 I/2"EXPANSION 1oINr "Ii1=IIII=I III_I 1HII1 ='!-'' SEE SHEET#b FOR ""I='II"= 11111=IIII_ 11=_IIII l'' =11111_II111-11111=11111II11 11111=111-111=1 11=11111111 J �I-J11=1 ill I I =1J11-L' �11=1�J =11 LI 1- IJ 111' IIII=1 1=ILI1=1 1=1 II 1=11111=1 1=11ll= =IIII W/SEALANT(TYP) FOUNDATION INFORMATION _ ILITI=IITLR11 �I 11-LI1=1�� ''�=_�I• IIIIIII�I�H�1= -U'' -1�-_�-1 I-UIII-111 I�T11=11ll1=_IIIIIIII--IILI-IIII- ' �1111 1mi:Yl iiIIIJIIIIp=pI' =1TI 11 1111 1111=IT_1= 2xb R.N.SILL PLATE W/ �1111=ITTI Ttl�llll-IIII I_IIIII�IIII=" -I1111=1111U=1 x SILL SEAL $ I/2"(Pxl0" A.B. "'11=11111=11111_IIIII IIII if II II IIiI' (W/WASHER)® 4'-O"O.G. ENGINEERED FILL TO 4 12" FROM EACH END SEE SHEET#b FOR C15%COMPACTION FOUNDATION INFORMATION --" I/2" EXPANSION JOINT W/SEALANT 4" RIGID INSULATION TYPICAL® RADIANT FLOOR HEAT LOCATIONS D SECTION (� TYP.WALL) SECTION (IN ENTRY WALL) SECTION (-oHCso) 13 SCALE: 3/4' . 1'-0' 13 SCALE: 3/4' . 1'-0' 13 SCALE: 3/4' . I'-0' SHEET TIT 13-SEGTZ LICENSED tf p LtpL� ARCHITECT WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT. CHARTERED DATE• IDEC 03 AR•1488 HAVE PRECEDENCE OVER `Z088 ADDISON AVE. EAST (734-4303) SHEET NO. SCALED DIMENSIONS. DRAWN BY;.,. S�C, VERIFY DIMENSIONS AND * �AT*C IDAHO 83301 CHECKED: RHI- NOTIFY THIS OFFICE OF i Tl ll� �fWa7 ANY VARIATIONS. REVISED: I�/nyn ®2003 BY RUSS LIVELY �'RU L ELY ARCHITECT,CHARTERED : ANEW ANIMAL SHELTER FOR: THESE DRAWINGS ARE * III f� 7,I , THE PROPERTY THE M ARCHITECT AND MAY C( I Y Or- TWIN I�I�1 PALLS JOB N0. 0103 STATE OF IDANO NOT BE REPRODUCED. 13-5ect2.dwg 3-12-04 3:1-7:5I pm MST RECEIVED I AR 2 5 2004 CITY OF TWIN FALLS BUILDING DEPT. ARCHITECTURAL ASPHALT 5HIN6LE5 ARCHITECTURAL ASPHALT SHINGLES (30 YEAR WARRANTY,80 MPH)ON (30 YEAR WARRANTY,80 MPH) ON 30#BLDG.FELT("6" NAILED) 30#BLDG.FELT("6" NAILED) (SHINGLE-5 SUPPLIED BY OWNER) (SHINGLE5 SUPPLIED BY OWNER) PRE-ENGINEERED TRUSSES® 24"O.G. PRE-ENGINEERED TRUSSES a 24"Or— (USE HURRICANE CLIPS ON EACH (USE HURRICANE CLIPS ON EACH END END OF EACH TRU55) OF EACH TRU55)(SCISSOR TYPE) 12 5/5"PLYWOOD SHEATHING 12 5/8"PLYWOOD SHEATHING 5 INSULATION BAFFLE 5 INSULATION BAFFLE SOLID BLOCKING R-38 INSULATION(MAINTAIN SOLID BLOCKING 1-1/2" AIR SPACE® ENDS) R-38 INSULATION(MAINTAIN 1-1/2"AIR SPACE® ENDS) T.O.M.® T.O.M. 5/8"GYPBD COLORED METAL 5/5"GYPBD GUTTERS f DOWNSPOUTS PAINTED Ix4 TRIM PAINTED Ix4 TRIM 1-1/8"x6" d 1-1/8x10" PLYWOOD I-I/8"xb" d l-I/SxlO" PLYWOOD 2x8 R.W.PLATE W/1/2"m A.B.® 2x6 R.W.PLATE 1/2"0 A.B.® 48"O.G.(4 12"FROM EACH END) wRAPA W/COLORED METAL W/48"O.G.(e 12" FROM EACH END) FASCIA W/COLORED METAL WRAP COLORED METAL SOFFIT (1/3 PERFORATED) COLORED METAL SOFFIT (I/3 PERFORATED) P.E.CANOPY 8"PAINTED GMU WALL 6"PAINTED GMU WALL (SOLID GROUT,TYP) #5 VERT BARS® 32" O.G. (SOLID GROUT,TYP) #5 VERT BARS® 32"O.G. TYPICAL BOND BEAM TYPICAL BOND BEAM W/(2) #5 REBAR GONT W/(2) #5 REBAR CONT HORIZ. HORIZ. 1/2" EXPANSION JOINT SLIDING PET DOOR W/SEALANT(TYP) TYPICAL 8" LINTEL W/ 4"CONr— 4"GONG. (2) #5 REBAR CONT.HORIZ. RADIANT TUBING TIED TO RADIANT TUBING TIED TO REBAR MAT(#3 BAR E.W. REBAR MAT(#3 BAR E.W. 1/2"EXPANSION JOINT 0 16" O.C) 0 16"O.C) I/4":I'-O" W/SEALANT(TYP) Or------ aa 3" PEA GRAVEL _ 3"PEA GRAVEL FOR LE 11ll- NG VELI COURSE -EEI—iii Ulll ' I-I _I211 — FOR LEVELING COURSE — I-1Tfl��TI=IIIIHIIII=1111I IJ=11111�1111=IIIII�IIII�I l IIIII�1TI=fllfl_ITI_TI�I(_il- 1TI�1111_IT�1�1=1TI 111�1111�111�Illll=lTfl�ll ° 1�1111�1111—IIJ.I=IIII-11111= I(II-1111�IIfll=11111=11111_III 11=11111=11111=11111=11111= =1I I I1=1 I I I=_ III-1I I_I=11I I� =11111=111tI � 1 —I] —1 LII=11ll= lITL1= =I =11 -Ills 1lLl= Fill— =11111—IIII IIII_I1111 1111=11111�11�111 " _1=11�1 -111-1MEN- ENGINEERED FILL TOIIIII. IIIIIJI" ENGINEERED FILL TO =11 ( IIII- a5%COMPACTION -IIII _I - SEE DETAIL SHEET#6 FOR TYPICAL C15%COMPACTION =11111 FOUNDATION INFORMATION SEE SHEET#6 FOR TYPICAL " -- FOUNDATION INFORMATION 4"RIGID INSULATION 4"RIGID INSULATION (TYPICAL® FLOOR (TYPICAL® FLOOR RADIANT HEAT LOCATIONS RADIANT HEAT LOCATIONS ^SECTION (•MASONRY WALL) SECTION KENNEL AREA) 14 SCALE: 3/4' • 1'-0' 14 SCALE: 3/4' • I'-0' SHEEP TIT 14-SECTS LICENSED pip pL� ARCHITECT F;- 7r"ION SIONS BUSS LIVELY ARCHITECT, CHABTEM DATE: DEC 03 AR 1288 NCE OVER 2088 ADDI50N AVE. EAST (734-4303) IONS. DRAWN BY: SHEET NO. ONS AND CHECKED: WLFICE OF iAHO 83301. REVISED: - -S LIVELY TOTAL I�EVI$ION ARTERED P OJ CT: ANEW ANIMAL 8NELTER FOR: 3-3-04 TOTALS ARE OT THE I� REVISI ON I3$C TAHCHPITREOCERATNOMFAY OFT IC14"s SUTA'JT,E OF IDABH O BE REPRODUCED. 14-sect5.dNq 3-12-04 3:Iq;46 pm MST HXI O O CEILING SLOPES ': .. :. . .: ^•;'::: RECEIVED MAR 2 5 2004 ..t.''• •', O CITY OFTWIN FALLS .. •.•t.. O Q • BUILDING DEFT. .•� .(si O 4 r r--------- OS 6 1 O O • v i• t• .. t t�® 8-• •A :F 6. F" .1 j. %: --F 7 O .. o• A L•' • '..:, O O O •S 4 .. .. .• .. •1 O \ 4 �t ... '• 1.. ��]-[y�� O O ATT AGG O 4 •u 4 � 3 ...171 4• •4 t: •1' ••v• ••. ' -"' 4 CEILING SLOPES •4' ♦. a •'•�':•' .O. , ••.C.,.�.^' .'4.: ,, IIII�•+ t .. GYPBD. NOTES: ENTIRE 'LID'TO RECEIVE (1)LAYER 5/8' GYPBD,TAPED BEFORE ANY SUSPENSION OR FURRING DOWN OF CEILINGS OCCUR _ LEGEND SUSPENDED CEILING®8'-611 A.F.F.(2'x2'GRIDS,4 5LT EDGE PANELS)(COLOR BY OWNER 4 ARCHITECT) L�tC I ® TAPED,TEXTURED AND PAINTED fRE LECTED CEILING FLAN GYPBD CEILING® 10'-II/2"t UNLE55 NOTED OTHERWISE SCALE: I/4' . I'-0' SHEET TIT LICENSED AICHITECT WRITTEN DIMENSIONS RUS3 LIVELY ARCHITECT, CHARTERED DATE: DEG m3 AR-1288 HAVE PRECEDENCE OVE 2088 ADDISON AVE. EAST (734-4303) SCALED DIMENSIONS. DRAWN BY: SHEET NO. VERIFY DIMENSIONS AND CHECKED: L NOTIFY THIS OFFICE OF FALLS IDAHO 83301 I-9-m4 ANY VARIATIONS. REVISED: ®2003 BY RUSS LIVELY TOTAL�V50N ARCHITECT,CHARTERED PROJECT: A NEW ANIMAL SHELTER FOR: 3-3-04 TOTAL RUS L LY THESE DRAWINGS ARE REVISION BSC /f THE PROPERTY OF THE C I tY OJ= TWIN J=,4LLS JOB N0. ARCHITECT AND MAY 0103 STATE OF IDAHO NOT BE REPRODUCED. I5-ref CIcj dwcg 3-10-04 4:5G:5-7 am MST r DRYWALL CEILING r SUSPENDED GEILING r SUSPENDED CEILING r SUSPENDED CEILING 1 PAINT CEILING d WALL ABOVE FRP TO CEILING PAPER TOWEL 3/4" H.D. BOARD W/ DISPENSER PLASTIC LAMINATE ON 46" MAX. FRP PANELS TO 4'-0" FROM FLOOR MIRROR ON ALL(4) WALL5 3/4" PLYWOOD 2" 3'b" // OAK EDGE +' TO CONTROL OF RE5TROOM +' p 2400 PROVIDE 2X8 P - --- - - BLOII IN WALL TZ FOR GRAB BAR RECEIVED SUPPORT 3/4" PLYWOOD — MAR 2 5 2004 O TOILET PAPER o o clrvoFTwwFALLs 4 Z o HOLDER o P o (2) LAYERS 3/4"VENEERED DUILDwGDEPT. m f z m o OPEN VINYL TILE N p m m OPEN o OPEN N OPEN PLYWOOD W/SOLID WOOD g m N 6 I2"x12" 3/4"OAK VENEERED- cv FACE --- - W/6"COVED RUBBER PLYWOOD BASE LEGAL LEGAL FLANGE GONERS 8_p" (TYPICAL) 5'-0"CLEAR 2x4'S a 16" O.G. (2) LAYERS 3/4" VENEERED NOTE: PLYWOOD W/SOLID WOOD WOMEN's RE5ROOM 15 A MIRROR IMAGE 2x4 R.W.SILL PLATE FACE OF THESE ELEVATIONS. CONTROLS FOR SHOT TO GROUND W/ "HILTI" TOILET TO BE ON OTHER 5IDE OF ONE TYPE FASTENTERS a 24" O.G. SHOWN ABOVE.(NOT NEXT TO WALL) E L E VAT I ON .MEN'. REsTROom E L E VAT I ON .MEN'. RESTROOM ^ E L E VAT I ON • RECEPTION ELEVATION •RECEPTION � \ ELEVATION • RECEPTION ~ _SCALE - 1/2' . I'-0' " SCALE : 1/2' . I'-0' " SCALE - 1/2' . I'-0' " SCALE : 1/2' 1'-0' SCALE - 1/2' . 1'-0' r DRYWALL GEILING r DRYWALL CEILING r DRYWALL CEILING DRYWALL CEILING DRYWALL CEILING DRYWALL CEILING KEYED LOGK5 —IN SIN 7—KN _(/____ ______-___ -1N —IFV + MIRROR o 0 0 \ 1 ---------- o 0 ME, DRYER WASHER � TOD IG" DEEP Y51)B36 Bib B0I8 5536 THESE 5536 GABINEB24 3'-0"5024 DEEP) Bib 50I8 5542 5TORAGE5-0" � 521 BD21 CORNER GAB CORNER GAB B536 BA5 E L E VAT I ON • STAFF RESTROOM E L E VAT I ON Al 'CAT' ROOM A(� E L E VAT I ON s 'PUPPIES' ROOM ^ E L E VAT I ON • 'EUTHENASIA' ROOM E L E VAT I ON 'LAUNDRY' ELEVATION 'LAUNDRY' SCALE _- I/2' • 1'-0' SCALE : 1/2' . 1'-0' SCALE : 1/2' . 1'-0' SCALE : 1/2' . I'-0' ' SCALE : 1/Z' I'-0' SCALE : 1/2' • I'-0' 2x4'5 (D.F. #I) r DRYWALL CEILING DRYWALL CEILING 3/4" PLYWOOD SHELVING DRYWALL CEILING DRYWALL CEILING ADJUSTABLE 3/4"PLYWOOD 0° "VENEERED" SHELVES W/REGE55ED VBb15 H2430 W2I30 H2I30 SHELF 5TANDARD5 4 METAL GLIP5 N i PLASTIC LAMINATE BAGK5PLA5H + PLASTIC =!N =IN 24" DEEP Q =iN ��-- - - `N -IN N EDGEOVER 3/4 SUBSTRATE 0 0 0 o_ PLASTIC LAMINATE 2'-I" 4 �t SOLID WOOD FACE FRAME,DOOR BACK SPLASH Q P f d DRAWER FACES(TYPICAL) N JUL JL SOLID WOOD DRAWER FRAMES ADJUSTABLE 3/4" PLYWOOD m --- --- --- --- --- "VENEERED" SHELVES bV/RECESSED SHELF STANDARDS d METAL CLIPS a J 3x3 TOE SPACE B21 BD24 6536 5024 521 REFRIGERATOR 4'-b" 4'-b" 4'-b" 524 BD24 553b REFRIGERATOR B24 5536 51?21 B21 2_p FUR"UP CABINET AS REG. TO MATCH FLOORING (VERIFY) 5/4" PLYWOOD GON5TRUGTION L E L E VAT I ON 'FOOD sTORAGE/PREP' M E L E VAT I ON 'FOOD STORAGE/PREP' ry E L E VAT I ON 'PET WASH' ^ ELEVATION 'BREAK ROOM' ("VENEERED",TYPICAL) SCALE : 1/2' • 1'-0' SCALE : la, . 1'-0' SCALE : 1/2' . 1'-0' SCALE : 1/2' . l'-O' A SECTION® TYPICAL CABINET ■ NTS CABINET NOTES: 1. FIELD VERIFY EXACT SIZES AFTER WALLS d DRYWALL ARE INSTALLED. 4. PROVIDE ADDITIONAL LAYER 3/4"PLYWOOD(UNDER COUNTER TOP) d OAK SUPPORT RAILS a KNEE SPAGE LOCATIONS.VERIFY Ix2 BEVELED SHEET TIT 2. VERIFY ALL ELECTRICAL DISTRIBUTION,TELEPHONE,COMPUTER d ANY OAK EDGE COVERAGE. UNDERGOUNTER LIGHTING W/OWNER. 5. "FUR"UP CABINETS a ANY TILE,LAMINATED WOOD OR SOLID WOOD FLOOR 3. ALL"GARGASS"CONSTRUCTION TO BE 3/4" "VENEERED"PLYWOOD(ALL LOCATIONS. VERIFY W/FLOORING CONTRACTOR AND ARCHITECT BEFORE ARCHITECT D) INTERIORS TO BE MELAMINE). DRAWER GONSTRUGTION TO BE I/2"SOLID SETTING CABINETS. AR Izee WOOD FRAME.DRAWER d DOOR FACES TO BE 3/4"(MIN)OAK "FLUSH WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE: DEC 03 6. PROVIDE SHOP DRAWING5 d SUBMITTALS TO ARCHITECT FOR APPROVALS HAVE PRECEDENCE OVER p �i� SHEET N0. PANEL"DESIGN. COUNTER TOP MATERIAL TO BE PLASTIC LAMINATE ON SCALED DIMENSIONS. 2068 ADDISON AVE. EAST (734-4303) DRAWN BY: BEFORE FABRICATION. VERIFY DIMENSIONS AND RHL 3/4"H.D.PARTICLE BOARD W/Ix2 BEVELED OAK EDGE.USE "BLUM"FULL CHECKED: EXTENSION DRAWER SLIDES,"BLUM" EUROPEAN CONGEALED HINGES, d NOTIFY THIS OFFICE OF 'pWlj�j FALLS IDAHO 83301 Z- ANY VARIATIONS. REVISED: 9-ON BRASS PULLS.(VERIFY). TOTAL REVISION ©2003 BY RUSS LIVELY ARCHITECT,CHARTERED : ANEW ANIMAL SHELTER FOR: 3-3-04 TOTAL XSS S1, 16 THESE DRAWINGS ARE I /� I REVISION 55C 1 5 THE PROPERTY OF THEC;_l -r�/ O� �I I I I I�Y �f'•1�1�.�� JOB N0.ARCHITECT AND MAY T �/ 0103 STATE OF IDAHO NOT BE REPRODUCED. 16-intelevIzINg 3-10-04 12:14:22 pm MST P-14 P-IS HOT d GOLD RECEIVED MAR 2 5 2004 CITOFTWIN FALLS BUYILDING DEPT. P-14 - P--1 F P-10 D I -- P-4 P-q - P-5 � - - P-5 P-2 P-I P-1 P-14 I 1 FD I P-6 TRENCH DRAIN(TYP) P-6 P-3 I P 15 HOT d GOLD P-15 HOT d GOLD 'F — �— P-12 I -10 I I GOTG -1 o P-IS HOT d GOLD P 15 HOT d GOLD F�- H P-10 p-7 I P-14 HVAG COMP - - 4, �o� i � VC--i'-� P-15P-10 GAS METER WASHER HOOKUPS FD PROVIDE HOT d GOLD WATER FOR PLUMBING SCHEDULE PET WASH,VERIFY HDG TOILET,KOHLER'HIGHLINE'PRE555LRE LITE,(K-3544),11,15TRA' REQ. W/MFG. P-I SEAT,(K-4652),OPEN FRONT,lb GPF,12'ROL16H IN. 9r 17 -- P-2 STANDARD TOILET,KOHLER'VELLWORTH'PRESSURE LITE,(K-3458), j�l UM B f NCB PLAN 'LUSTRA'5EAT,(K-4652),OPEN FRONT,Ib GPF,12'ROU6H IN. LAVATORY,KOHLER"PENNIN6TON',(K21g6-4),W/4'GENTER5. (TO MEET SCALE: 1/4' - 1'-0' P-3 ADA GUIDELINE5). P-4 WALL HUNG LAVATORY,KOHLER'GHE5APEAKE',0--112q)W/4'GENTER5. (TO MEET ADA GIIIDELINE5). P_5 BOBRIC-K GRAB BAR,36'(8--68Obn36) LEGEND NCO WALL GLEAN OUT P-b BOBRIGK GRAB BAR,42'(56806x42) GLEAN OUT TO GRADE,PROVIDE FLUSH GOTG 5RA55 COVER PLATES EXCEPT® ORA55 51NGLE BOWL SINK,KOHLER'LYRIG'(K-328B-4)5TAINLE%5TEEL AREAS. P-1 W/TRITON FAUGET(K-1821-K/K-I6010-5),W/NR15T BLADE5, 51NK 5TRAINER TV0 TRAINER'(K-880I/03/04.' DOUBLE BOW-SINK,KOHLER'LYRIG"(K-3283-4)5TAINLE55 STEEL P-8 VI/TRITON FAUCET(K-1821-K/K-I6010-5),W/H RI5T BLADE5, 51NK 5TRAINER5'DU05TRAINER'(K-880I/03/04.") 5INGLE HANDLE LAVATORY FAUCET,MOEN'CHATEAU',(1-4621),CENTER 5ET, P-q LEVER HANDLE,METAL DRAIN 5Y5TEM,4'GENTER5 d 1/2'IP5 GONNEGTION5. (CHROME FIN1514) SINGLE HANDLE KITCHEN FAXET,MOEN"CHATEAU',(1460),W/MATCHING P-10 FINISH"PROTEGE"51DE SPRAY,q-1/2'SPOUT REACH,4 HOLE APPLICATION, AND I/2'IP5 GONNEGTION5.(CHROME FINI514) P-12 80 GA.6A5 WATER HEATER, "5ELEGT'DIRECT VENT BY STATE INDUSTRIES ED INC., MODEL PRb 50 NBD5,FURNISH RELIEF VALVE. HEFT TIT F'I-PLUMB JANITOR'S SINK,KOHLER"WHITBY'(6110),VV WIRE RIM GUARD,(K-8g40) LICENSED P-13 FAUCET VU H05E,(K-M28)AND 5TRAINER K-4146) p ARCHITECT 7WINGS DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE: DEG 03 AR 1188 P-14 ECEDENCE OVER 2088 ADDISON AVE. EAST (734-4303) DRAWN BY: °� SHEET N0. ANTI-SIPHON,FREEZELE55 WALL FAIJGET,VJOODFORD MODEL Il, DIMENSIONS. VJ/GP INLET AND REMOVABLE"T". IMENSIONS AND RHL HIS OFFICE OF �t CHECKED: IATIONS. TwIN r IDAHO 83301 REVISED: I-9-04 HOT 4 GOLD FREEZELE55 WALL FA IGET,WOODFORD MODEL 22 BY RUSS LIVELY TOTAL REV151ON P-15 CT, CHARTERED P JECT: A NEW ANIMAL SHELTER FOR: �NO. 0103 0.0 SL ELY W/ATTAGHED VACUUM BREAKER. RAP 1 WINGS ARE THE PROPERTY OF THE CITY OF TWIN FE4LLS CHITECT AND MAY STA EOFI AHO NOT BE REPRODUCED. pl-plumb.dwg 3-10-04 12:32:41 pm MST 4'x24 bxb EGGCRATE RETURN SHOEMAKER TYPE 600 150 --- P24 W4"x24 b'ELECTRIC BASEBOARD E-7" -7" HEATER W/THERMOSTAT l" E C E I V E D 8„ 8x8 MAR 2 5 2004 Ip„ -in 120 BUIIL FALLS BUILDING OF 12" 24"x24 b 8, I50 b„ e bxb 4"x24 'i" 50 200 -I1. 4'x24 5" 4"x24 100 24"x24" EGGCRATE 8x8 200 RETURN,SHOEMAKER 120 TYPE HL 10" 15-3/4"x24-1/2"RETURN DUCT bxb DOWN TO LENNOX PGO-12G bxb 1" 50 12x12 12x12 12x12 12xI2 12x12 AIR PURIFICATION SYSTEMW. 7° 5p 180 ISO ISO 180 I80 CIO%TWO 5TAGE GAS FURNACE bxb 5, APPROX Ib"x30" FAN TO RUN 50 CONTINUOUSLY 5" r Ib' � mx2.2 116 -�,� bxb 30 20" 20" _ 8" FROM HEAT RECOVERY 14" 150 GEM W/MOTORIZED H SPIRAL DUCT IN DAMPERS(CLOSED DURING UNOCCUPIED HOURS) all 20" 20" TRUSSES 150 GFM 14" OxIO IOxlO bxb o 12" 8" 240 240 $ 20" ❑ 10" 10„ o o o bxb 8x8 8x8 10" H 12" 20" qp I10 120 12x12 12x12 12x12 12x12 12x12 I80 I80 180 180 180 10" 12" -I, HVAG 8" 8" T 8x8 COMP INTAKE 120 3200 GFM IOxlO IOxlO 180 180 22 22 W D HEAT RECOVERY OD ❑ ❑ UNIT IN ATTIC 7 0 L — — 8x8 4"DRYER VENT I10 BY THIS CONTRACTOR ED �— — — — — — — — Li EXHAUST 3200 GFM TO BE LOGATED BY ARCHITECT H VHC PLAN MUST BE 15'-0"APART MINIMUM APX.22"mOR EQUIVALENT SQUARE SCALE: I/d' = 1'-0' LEGEND 4 WAY SUPPLY 2 WAY SUPPLY RETURN sS�D�NN Fe U.Y. ` 6 —� lbx8 DOOR LOUVER OA NF tip+� ,y -MO MOTORIZED DAMPER SPIRAL DUCT WRAPPED W/R8 DUCT WRAP MIEHVTAC k FLEXIBLE DUCT,R 6.0 MIN a�D L� r DIMENSIONS RUSS LIVELY ARCHITECTR CiHARTERED DATE: DEG 03 ECEDENCE OVER iZ088 ADDISON AVE. EAST (734-4303) SHEET N0. DIMENSIONS. DRAWN BY:IMENSIONS ANO Lr Tf�,aCHECKED: RHI- THIS OFFICE OF FALLS IDAHO 83301ALL DUCT TAKE-OFFS TO BE 45 DEGREE IATIONS. REVISED:TAKE-OFF W/VOLUMN DAMPER BY RUSS LIVELY REVISION CT,CHARTERED P C : ANEW ANIMAL SHELTER FOR: 3-3-04 TOTALALL JOINTS TO BE SEALED W/HARDCA5T RAWINGS ARE �/ * �I f� REVISION 55C "IRONGRIP"#bOI ARCTHEH R. AND MAYHE C/I� i OF I �II�1 �l�I��s (dlm3 NOT BE REPRODUCED. JOB N0. ml-hvoc.dwg 3-10-04 12:33:02 pm MST _ 0 RECEIVED \� MAR 2 5 2004 '* CITY OF TWIN FALLS BUILDING OEP �V 2' .G ❑ 2' G 0 2Q0' 264' 0 O rn 510' O O O AN O lFlb; g I O 2 -jib". 4 250' 260, .G 2' C G Liu u� 210' 164' — 290' O N H/AG 204' 1. 2' C.G. COMP V O W D Ln p— In ❑ o 240' 0 2 ' 12-O.G. RADIANT FLOOR PLAN SCALE: I/d' • 1'-0' NOTES ORUN 3/4"PEX LINE IN SLAB TO 5EN50R LOCATION. I GAP END OF PEX. EXTEND OTHER END UP INTO MANIFOLD LOCATION. SLAB TEMPERATURE SENSOR TO BE INSTALLED IN THIS PIPE AFTER CONCRETE POUR. TIE END OF PEX AT EQUAL DISTANCE BETWEEN FLOOR HEAT LOOPS. O0)LOOP MANIFOLD,(IN WALL)W/ACCESS PANEL O T 3 (5) LOOP MANIFOLD ;,E L� A.EE` tL,O O 5/4"PEX DISTRIBUTION PIPING UNDER SLAB. SHEET TITL . LICENSED ftp p ARClOTECT WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE: DEC 0$ ARd2B8 HAVE PRECEDENCE OVER 2088 ADDISON AVE. EAST(734-4303) SCALED DIMENSIONS. DRAWN BY: SHEET NO. VERIFY DIMENSIONS ANDT A** IDAHO 83301 CHECKED: �L NOTIFY THIS OFFICE OF 1 Il ll� ALIS ANY VARIATIONS. REVISED: I-9-04 02003 BY RUSS LIVELY TOTAL FEV15ION LARCHITECT CHARTERED PROJECT: A NEW ANIMAL SHELTER FOR: 3-3-m4 TOTAL Ss LY WINGS ARE VIra101,1 E35G I / RTY OF THE C I T\/ Or- TI I I I�I r Jl L-L6 JOB N0. MV29 AND MAY `/ T �/ 'v /�iI �ImS STATE OF IDAHO PRODUCED. m2-rodfl.dwg 3-10-04 12:3q:00 pm MST JOHNSON A-414 24 VOLT CONTROL SET TO'10 DEG.W/5 DEG DIFFERENTIAL KENNEL TEMP CONTROL N o+BIN T. HONEYWELL T8400B1018 NOTE; -GOH IN RECEIVING BAY RECEIVED MOUNT ALL COMPONENTS TO WHITE le+sm MELAMINE BOARD. USE VIBRACUSHION MAR 2 5 2004 BETWEEN COPPER TUBE AND UNI5TRUCT CLAMPS. Tl 72 NG L NO CITY GDING TWIN DEPT. p O O BUILDING DEPT. TT T2 I 3 2 WIRE LOW VOLTAGE x X � � - - 'QS � TACO 5R 503 EXP PUMP CONTROL F B o 0 0 0 G D r 1-1/4' 120 V IN 1Il JUNCTION® KENNEL MANIFOLD ON/OFF 5 ITCH • �� ��' O FLOOR TEMPERATURE SENSOR 120V TO KENNEL PUMP FURNISHED W/JOHNSON A-419 CONTROL. ATTACH TO(2) WIRE GABLE AND PUSH 1/2"� \ INTO 3/4"PEX UNTIL SENSOR REACHES 120V TO MECHANICAL ROOM PUMP ( 4 PLUG IN END OF PEX. GREY / M NOTE: H>120V TO BOILER CONDENSATE DRAIN TO FLOOR 6 L G DRAIN NOT SHOWN GREY GROUND WIRE NUTS BOILER J BOX T,g K WIRE NUTS +V O B G H 3/4„ FROM KENNEL MANIFOLD b FROM MECHANICAL ROOM MANIFOLD TO KENNEL MANIFOLD ` TO MECHANICAL ROOM MANIFOLD PIPING SCHEMATIC NT5 WIRSBO 02821050 COPPER MANIFOLD,(TYPICAL OF(2)) 1" RETURN BALL VALVE (TYPICAL) T --- GAP PIPING LEGEND WIRSBO PROPER CONNECTION SUPPLY O HTP MODEL 80 WM BOILER(WALL HUNG) OI TRANSITION FROM PEX TO COPPER TRANSITION FROM COPPER TO PEX(TYP) OSPARGO PVS 125 AIR SEPARATOR OJ BALL VALVE(TYPICAL) O GAP Lc BbG#38 PRESSURE RELIEF VALVE OK 3/4"SPRING CHECK VALVES(2)REG. 3/4„ Q in OAPPROVED BACKFLOW DEVICE OL AMTROL ST12 EXPANSION TANK — 5EN50R PEX OI/2"GOLD WATER,(BY OTHERS) < 5/4"GAS PIPING BY PLUMBER O PRE55URE/TEMPERATURE GAUGE O 2"PVC,TO CONCENTRIC VENT® ROOF SEPARATOR NOTE: MECHANICAL ROOM 15 SAME 13UT O3/4"BOILER DRAIN OO MANIFOLDS ARE WIR550 02511050 < TACO OOIIF W/150 VALVE FLANGES(2)REG. KENNEL_ MANIFOLD DIAGRAM NTS S�ONAI,EN QQ+'�OTST C! n A.BV` pl{ =J SHEET TIT LICENSED ARCHITECT WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE:- (i 0303 AR�128B HAVE PRECEDENCE OVER 2068 ADDISON AVE. EAST (734-4303) SHEET N0. SCALED DIMENSIONS, DRAWN BY: VERIFY DIMENSIONS AND A T* IDAHO 83301 CHECKED: RI'�I- VERIFY THIS OFFICE OF 1 Tl ll� tfLW ANY VARIATIONS. REVISED: �r1 ®2003 BY RUSS CHARLIVELTERED RUS L ELY_ SIM ARCHITECT,CHARTERED PROJECT: A NEW ANIMAL SHELTER FOR: Lf1`7L mv - THESE DRAWINGS ARE �I THE PROPERTY OF THE CITY Or- Tl I!I I�1 P1�L.I-s JOB N0. / ARCHITECT ANO MAY CITY T �A/ �103 STATE OF IDAHO NOT BE REPRODUCED. m3-radPl2.dwg 3-3-04 4:32:46 pm M5T 2"(1)PVC(FIBER OPTIC) - -I, ® 36" A.F.F. \ COMPUTER 4 PHONE \ HOME-RUN ROOM PS TO-2 P ® 15"A.F.F. A- q,31 6 A-12 \ 2"m PVG(TELEPHONE) —— ® A-25,27 \ - © G A-13,15 Gam_ � ® 18"A.F.F. � Q A 3,35 q, A-14 #\ A-21 3 PS TG-2 RECEIVED ® 56"A.F.F. +60 MAR 2 5 2004 CITY OF TWIN FALLS A-18 BUILDING DEPT. WIRING AS REQ.FOR EQUIPMENT IN 1/2" EMT ❑ CONDUIT(TYPICAL) N a <t P5 A-lb A-1,3 �6F1 GF a A-37,3q u � A-10 6 4 O A8 & bo ❑ WIRING A5 REQ.FOR P EQUIPMENT IN 1/2"EMT CONDUIT(TYPICAL) ° +4 a W --- FQ L-22 A-22 A-20 6 + E 0 A-5 Q A-IS Ntt N — TGI L-i y TG2 L-3 o % TC3 — — L-14,16 ❑ + + A A-6 A-q,l I L-26 ATTIC ACCESS WIRING PS AS REQ.FOR L-24 EQUIPMENT IN 1/2" EMT COIT(TYPICAL)P5 � N (TYPICAL) PROVIDE DISCONNECT AND WORK LIGHT TG-2 ACL�AR IN ATTIC FOR HEAT RECOVERY UNIT. LL 1 (UNIT REQUIRES 100 AMP- 240 VOLT- I PHA5E) A-2 (5WITGH FOR LIGHT TO BE AT ATTIC 6 A-4 ACGE55 W/KEYED 5WITCH) + CONTROL WIRE SUPPLIED 220 +60 3 BY OH6D MANUFACTURER N U B- ,4 ❑D m ❑ y6kW PS N B-5 B-6 `t B-q,11 1*4 ---------------- TG-2 7zzw I I I o 1 ELECTRICAL DISTRIBUTION PLAN + I + SCALE: 1/4' . 1'-0' B-8 B j 1 I 42 5-------UGP4T-- --- PS 1..1 TG-2 ELECTRICAL DISTRIBUTION SYMBOLS SYI`190L8 DESCRIPTION 87meoLS DESCRIPTION lo° ❑ ❑ ❑° qp CONVENIENCE OUTLET 110/120 (2)TELEV15ION GABLES(75 OHM,R56 COAX) ❑ ❑ 9 SPLIT-WIRED OUTLET(SWITCHED) ® HOME RUN TO COMFUTER/HOMERUN ROOM qp 220/240 (D THERMOSTAT(MOUNT®48"A.F.F.TO TOP) 120V DUPLEX 120V DUPLEX W/ *I GROUND FAULT INTERRUPTER(42"A.F.F) ME= ELECTRICAL PANEL(RECESSED) 15OLATED GROUND WATER PROOF OUTLET(6FCU z2—= ELECTRICAL PANEL(SURFACE) TO H -ABLE D OH6D OPERATOR POW PLXO ER SUPPLY(51ME D] DI5GONNEGT L ERUN ROOMM(6CABLE �`'y4TfRF'i GABLES) (4)WAY GONV.OUTLET II0/120(ISOLATED GIRD ® SPECIAL OUTLETS � FQ p TELEPHONE(GAT-5)(2)GABLES EA o 48"ELECTRIC BASEBOARD HEATER W/TSTAT OI (2)#12 AWG GU THHN 4 (1)#12 AWG GROUND a o IIGANGs' OUTLET —'"-- IN 3/4"EMT CONDUIT B 9rF O NT5 —, — (3)#12 AWG GU THHN 4 (1)#12 AWG GROUND PS INSTALL WEATHERPROOF SOFFIT OUTLETS ��VTWPA�\ IN 3/4"EMT CONDUIT FOR GHRISTMAS LIGHTS(TIMER CONTROL) / DEDICATED GIRGUIT © GOMPUTER(GAT-5)(2)GABLES EA GANG OUTLET GON515TIN6 OF: qp 120 V DUPLEX OUTLET COMPUTER(GAT-5(4)PAIR DATA PORT) ISO V DUPLEX OUT ET III ' I I ' ©� UNDER COUNTER.(2)GABLES EA (ISOLATED GIRGUIT EI DIST WIRE SIZE S C H E D U L E la (2)GAT-5 TELEPHONES�A L CENSED © (2)GAT-5 COMPUTER _.n ARCHITECT O 3-#8 AWG GU 4 I-#8 AWG GU GROUND IN A I"EMT CONDUIT. NOTES: 7. M DIMENSIONS RUSS LIVELY ARCffiTECT, CHARTERED DATE: DEG 03 AR•1288 ECEDENCE OVER 2068 ADDISON AVE. EAST (734-4303) DRAWN BY: NC SHEET NO. 1. ALL ELECTRICAL TO LOCAL AND STATE CODES. DINENSIONs.3- #2/0 AWG GU AND 1- #2 AWG GROUND IN A 2"CONDUIT. INENSIONS AND CHECKED: RHL 2.CENTER OF ALL ELECTRICAL,DATA/COMPUTER AND TELEVISION OUTLETS TO BE ® IS' AFF. HIS OFFICE OF 'j'wulj FALLS IDAHO 83301 UNLESS OTHERWISE INDICATED. IATIONS. REVISED: O 3-#2 AWG GU AND I-#2 AWG GROUND IN A I-I/4"CONDUIT. BY RUSS LIVELY TOTAL�yISION 3.$R4SS COVERS AND FLANGES REQUIRED ON ALL FLOOR OUTLETS. (VERIFY STYLE W/ARCHITECT CT,CHARTERED PROJECT: ANEW ANIMAL SHELTER FOR: 3-3-04 7oTALEl BEFORE ORDERING) RAWINGS ARE REVISION BSC THE PROPERTY OF THE 4.TOP OF ALL LIGHT SWITCHING AND THERMOSTATS TO BE LOCATED a 48'APP.MAX. ARCHITECT AND MAY CITY OF TWIN PAL.LS 0103 sTATeOFIDAHO NOT BE REPRODUCED. 5.ALL COMPUTER 4 PHONE CABLING TO}-TOME RUN IN FLEX CONDUIT. el-dist.dwg 3-10-04 12:51:07 pm MST TG-I HXH O O 0:. Lq L G G RECEIVED CEILING 5LOPE5 NOTE MAR 25 2OD4 TG-1 - y CITY OF TWIN BUILDING DEPT.FALLS -II " THE(3)EXIT SIGNS AND THE (14)8'FLUORESCENT " SURFACE MOUNT FIXTURES IN THE KENNEL AREA WILL BE SUPPLIED BY THE OWNER,INSTALLED BY L-II O THE ELECTRICAL CONTRACTOR D 1 -4 TG-I 777 L=6 L L L-6 L-8 L-6 NL L-8 L-8. '' L-13 L-4 QQQQQQ TG-I 0 D L-10.. L-10 L-5 MOUNT IN GABLE Jr .. L_j CR.V 'Tr I L TG2 TG3 L-3 L-8 : . L a. D Qr, L-tQ D D ` L-2 L 12 t /� .• 12 L-4 GEILIN&5LOPES L-12 L-12 PROVIDE LIGHTING FOR HEAT RECOVERY UNIT IN ATTIC, VV KEYED 5WITGH(15 WATT FLUORESCENT W/MEDIUM SGREW IN BASF) 0 - - - ELECTRICAL L IC- HTING PLAN SCALE: 1/4' . p_0' I . I L-I L-12 L' 2 ELECTRICAL LIGHTING SYMBOLS TG-I WIRE SIZE SCHEDULE SYMBOLS pESGRIPTON 8 l5 W(MAX)METAL HALIDE LIGHTS(120 V 141) 0 REGE55ED DOWN LIGHT(75 W,120 V) � EMERGENCY LIGHTS O 3-#8 AWG GU d 1-#8 AWG GU GROUND IN A I"EMT CONDUIT. �--TO-5 �Q BAR LI6HT5((6)BULB) a LIGHTED EXIT SIGNS(5EE NOTE ABOVE) O 3- #2/0 AWG GU AND 1-#2 AWG GROUND IN A 2"CONDUIT. 24"X48"(4)TUBE FLUORE5GENT FIXTURE S 51NGLE POLE(ILL = ILLUMINATED) (TROFFER)W/ELECTRONIC BALLA5T5 O 3- #2 AWG GU AND 1-#2 AWG GROUND IN A 1-1/4"CONDUIT. (T-12,40,—- PARABOLIG LENSE5. !,3 THREE WAY 5WITGH 24"X48"((3)TUBE(5URFAGE MOUNT) KEYED 5WITGH FLUORESCENT FIXTURE W/ELECTRONIC O (2) LAMPS(TU5E5)CONNECTED TO ONE 5WITGH AND(2) LAMP5(TUBES) BALLA5T,(T-12,40 N W/WRAP Tc-I`� TIME CLOCK(IN ELEG/MECH ROOM) CONNECTED TO THE OTHER 5WITGH �pNAL F DIFFU5ER LENS �1STeR � SITE ELECTRICAL LEGEND ❑ 24"(2) "U"TUBE FLUORESGENT N ® HVAG SUPPLY 4 HEAT RECOVERY SUPPLY O CENTER LAMP(TUBE) GONNEGTED TO ONE 5WITGH AND(2)OUTER O' ELECTRONIC,BALLA5T5 6 WRAP LAMPS(TUBES)CONNECTED TO THE OTHER SWITCH DIFFU5ER LEN5 HVAG RETURN d HEAT RECOVERY EXHAU5T I10I0ATE5(2) HEAD POLE LIGHTS,POLE5 TO BE PREFINI5HED, +rf \ar (FROM 5TANDARD FACTORY COLOR5),5GUARE METAL AND 25' 12"x96" (2) TUBE(SURFACE MOUNTJ RFNrOF �\ TALL,W/(2) 400 WATT METAL HALIDE FIXTURE-5 EACH. 5EE FLUORESCENT FIXTURE W/ELECTRONIC SECTION D3 FOR BA5E INFORMATION 4 SHEET 2 FOR LOCATION5 BALLASTS (5EE NOTE ABOVE) /L NIfQD� (SUBMIT SHOP DRANIN65 AND COLOR 5AMPLE5 TO ARGHITEGT (2)#12 AWG L THHN( E N AWG GROUND FOR APPROVAL). N - IN 5/4"EMT CONDUIT (3)#12 AWG GU THHN $ (1) #12 AWG GROUND HEET TITL ---N IN 5/4"EMT CONDUIT EZ-LICsNt (4)#12 AWG GU THHN S (1)#12 AWG GROUND LICENSED O IN 3/4"EMT CONDUIT ARCHITECT AR-1288 NOTES: 7CE"NS.O IMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE: DEC 03 EDENCE OVER 2088 ADDISON AVE. EAST (734-4303) DRAWN BY: SHEET N0. 1. ALL ELECTRICAL TO LOCAL <STATE CODES ENSIONS. 2. NOT ALL SYMBOLS MAY BE USED, CHECKED: WL 3. RECEPTICAL FACEPLATE COLORS TO BE CHOSEN BY oUNER S OFFICE OF TWIN FAL C IDAHO 83301 I_4. NL •NIGHT LIGHT,ALWAYS ON. TIONS. REVISED: 9-ON RUSS LIVELY REVISION,CHARTERED : ANEW ANIMAL SHELTER 3-3-04 TOTAL ss I D.Y E2 THESE DRAWINGS ARE REVISION BSC HE PROPERTY HE ARCHITECT ANDNY C I tY O INU IN FR4LS STATE OF IDAHO OT BE REPRODUCED. XN e2-Ilghta.dwg 3-10-04 12:54:17 pm MST 120/ SCHEDULE VOLTS PANEL "A" SCHEDULE 120/240 VOLTS P,4NEL IV 200A 1 PHASESE 200A BUSSING 1 PHASE BUSSINCs 3 WIRE WITH 2O0A MAIN CIRCUIT BREAKER SURFACE MOUNTING 3 WIRE WITH 2O0A MAN CIRCUIT BREAKER SURFACE MOUNTING CRK DESCRIPTION •POLE AMPS (PA 05 CRK DESCRIPTION •POLE AMPS OA 46 CRIG DESCRIPTION •POLE AMPS OA 05 CRIG DESCRIPTION •POLE AMPS OA 05 1 ENTRY BASE BOARD HEATER 2 20 '750 2 LAUNDRY ROOM 1 20 600 RECEIVED I HVAG COMPRESSOR 2 40 3700 2 HEAT RECOVERY UNIT 2 40 g500 3 750 4 EUTHENA51A d FREEZER 1 20 1400 3 " 20 3700 4 c15OO CITY OF TWIN FALLS 7 MAR 2 5 2004 5 QUARRANTINE d ISOLATION I 20 1440 6 BREAK ROOM/WORK BENCH I 20 1440 5 WASHER I 20 q00 6 OVERHEAD GARAGE DOOR I 20 700 BUILDING DEPT. BATHROOMS I 20 1800 8 VIEWING AND ISOLATION I 20 1620 '1 SPARE I 1 20 O 1 8 WORK ROOM I 1 20 boo Cl GANG OUTLET#1 1 20 180 10 1 GONFERENGE 4 ADOPTION 1 20 1440 1 ci DRYER 2 40 2500 10 11 GANG OUTLET#1 I 20 180 12 COPIER 1 20 500 II 2500 1 13 GANG OUTLET#2 I 20 150 14 2 RECEPTION 1 20 1260 13 12 15 GANG OUTLET#2 I 20 I80 16 OFFICE 1 20 1440 15 16 17 GANG OUTLET#3 20 150 18 ENTRY 1 20 540 17 18 Iq GANG OUTLET#3 1 20 180 20 FURNACE 1 20 800 Iq 20 21 GANG OUTLET#4 1 20 180 22 MECHANICAL ROOM 1 20 300 21 22 23 GANG OUTLET#4 1 20 180 24 23 24 25 GANG OUTLET#5 1 20 180 26 25 2 2-7 GANGGANG OUTLET#5 1 20 150 28 2-1 26 2q GANG OULLET#6 I 20 180 30 2q 30 31 GANG OULTET#6 I 20 180 32 31 32 33 GANG OUTLET#7 I 20 180 34 33 34 35 GANG OUTLET#7 I 20 180 36 35 36 37 GANG OUTLET#8 1 20 180 38 37 38 3q GANG OUTLET#8 1 20 150 40 41 42 3q 40 TOTALS(KN) 3630 3gg0 41 42 TOTALS(K4 l) 5580 6060 TOTALS J(K�O7100 620 TOTALS(KN 020 10100 125%OF FIRST MOTOR NA CONTINUOUS LOAD 1ci,260 WATTS 125%OF FIRST MOTOR = 3700 x 125% = 4625 : `1500 x125% = 11,875 = CONTINUOUS LOAD 40,200 WATTS TOTAL LOAD 81 AMPS ® 120/240 V- I 3W TOTAL LOAD = I68 AMPS 0 120/240 V- I:P, 3W NOTE: THE DESIGN PROFESSIONAL HAS PERFORMED ALL REQUIRED SHORT CIRCUIT CALCULATIONS AND THE AIG RATIN65 INDICATED ON EACH NEW DEVICE IS ADEQUATE TO PROTECT THE EQUIPMENT AND THE ELECTRICAL SYSTEM. 120/ VOLTS PANEL V' SCHEDULE 1 PHASSEE 200A EsUSSING 3 WIRE WITH 2O0A MAIN CIRCUIT BREAKER PLUSH MOUNTING CRK DESCRIPTION "POLE AMPS OA 4B cwl DESCRIPTION •POLE AMPS OA 05 600 AMP MAIN PANEL (W/CT I TIME GLOCK #I (WALL PAK5) 1 20 1725 2 EMERGENGY LIGHTING 1 20 150 METERING AS REQUIRED BY IDAHO POWER) 3 TIME CLOCK#2 (SOFFIT REG) 1 20 1200 4 NIGHT LIGHTING/EXIT SIGNS 1 20 450 SURFACE MOUNT,22000 AIC 5 KENNEL AREA#1 I 20 q60 b VIEWING AREA LIGHTING I 20 360 NEMA 3R ENCLOSURE 7 KENNEL AREA#2 I 20 1280 8 RESTROOM LIGHTING I 20 ciao q OFFICE AREA LIGHTING #1 I 20 1700 F 10 DOG QUARANTINE/ ISOLATION 1 20 680 II OFFICE AREA LIGHTING #2 I 20 1380 12 WORK ROOM 1 20 1160 15 HALLWAY LIGHTING 1 20 240 14 TIME CLOCK#3(PARKING LOT) I 400 PANEL 'A' PANEL'B' PANEL 'L' 15 16 600 A 200 A 200 A 200 A 400 GT METER SOCKET PER 2 P 2 P 2 P 2 P 200 AMP 200 AMP 200 AMP 17 la UTILITY REQUIREMENTS 120/205 120/20S 120/206 Iq 20 (CHECK LOCAL GODE5) 10 21 22 KENNEL OUTLETS I 20 1360 23 24 KENNEL OUTLETS I 20 1050 25 26 PUPPY OUTLETS I 20 q00 #2/0 AWG GU 2-7 28 25 30 31 32 33 34 TO GROUND 85 36 37 38 3q 40 (6)350 MGM GU SERVICE ENTRANCE 41 42 — GABLES IN(2)3"GONDUIT RISERS(R65) TOTALS(KN) 4625 3860 TOTALS(KW) 3850 3g00 TO UTILITY (3) #2/0 AWG CU AND(1) #2 AWG GROUND IN A 2"CONDUIT. POWER SOURCE CONTINUOUS LOAD 16,235 YVATTS TOTAL LOAD 68 AMPS DETAIL � ELECTRICAL SUPPLY PANELS r\S � p 120/240 V- I�, 3W NT5TfRF �2 0 d'rf OF SHEET TITL ' O F a HWRITTEN VE PRECEDENCENOVER RUSS LIVELY ARCHITECT, CHARTERED DATE: DEC OsSCALED DIMENSIONS. 2068 ADDISON AVE. EAST (734-4303) DRAWN BY: SHEET NO. VERIFY DIMENSIONS AND NOTIFY THIS OFFICE OF q'{�jN ri Ai.T fi IDAHO 83301 CHECKED: RHL ANY VARIATIONS. REVISED: ®2003 BY RUSS LIVE ARCHITECT,CHARTERED PROJECT: A NEW ANIMAL SHELTER FOR:THESE DRAWINGS ARE E;51 THE PROPERTY OF THECITY ar- TWIN �F41..L6 JOB NO. STATE OF DA ARCHITECT AND MAY NOT BE REPRODUCED. e3-ponel.dwq 3-10-04 12:57:02 pm MST 0 PLANNING 4 ZONING ANALYSIS DRAWING INDEX SHEET NO, ' DESCRIPTION ZONED LAND USE M-I 50,56-1 SF T TITLE SHEET/NOTES orTOTAL LOT SIZE I SITE PLAN -CONTOURS TOTAL DEVELOPED (TFf15 CONTRACT) 50`�7 SF 2 SITE PLAN-UTILITIES 3 51TE CONCRETE DETAILS N ••PARKING: (SEE BUILDING ANALYSIS THIS SWEET) 4 LANDSCAPE PLAN ' MOST CLOSELY EMULATES: OFFICE 5 FOOTING/FOUNDATION PLAN REQUIRED PARKING: (I)SPACE PER 500 SQUARE FOOT OF b CONCRETE DETAILS _BUILDING - 1400 50. FT.(FINISHED OFFICE)/500 = 5 -1 FLOOR PLAN BUILDING 5 FIN15H PLAN/SCHEDULES =� y "N'. h I.B.C.OCCUPANCY: 9 ELEVATIONS B 10 ELEVATIONS ` REQUIRED PARKING STALLS: _5 II ROOF FRAMING PLAN 4"b PROPOSED PARKING STALLS: 11,((2) HDG AGGE551131_E) 12 BUILDING SECTIONS 13 WALL SECTIONS 14 SECTIONS DETAILS e I5 LANDSCAPING REQUIRED: 2 5F PER LINEAL FOO'ftOF FRONTAGE REFLECTED CEILING PLAN Ib INTERIOR ELEVATIONS `? PLACED BETWEEN BUILDING AND STREET i e 160'x 2 = 520 S.F. ,d PI PLUMBING PLAN .A MI MECHANICAL PLAN- HVAG PROPOSED: 50,567 S.F.-643CIANUILDINO) - 1616b7 VA6PHALT M2 MECHANICAL PLAN-RADIANT FLOOR PIPING 4 WALK5) = 21,521 5F I A %41 A M3 MECHANICAL PLAN-RADIANT FLOOR DETAILS �.{ 1000, EI ELECTRICAL DISTRIBUTION PLAN ONR RSITE RETENTIONT NONE. D IGNED TO OP TO THE NORTH E2 ELECTRICAL LIGHTING PLAN nECEIVED (EB 0 2 20011 � ALLS SULLDINQ DEPT, PLAN AN4LY815 S B4'10'44" W 287 55' Based on 2000 Edition of International Building Code Architect of Record, RUSS LIVELY ARCHITECT CHARTERED Z ,lob Add•eSSi 420 VICTORY AVENUE .v Legal Description: NA Ln w, oCapancy C1069neatlan, B paupant CELL Load Per Area, I: TOWER ° 05--4,-5, * tlurrber of 5tarlen. ONE 2,6, 7, Total: 0 G$O Floor Area: Exits Required: Basement, Ist.2 cWT ''"s;. Basement, NA 19t. 6,431 2nd; 3rd; 4th, 5tOrle9 5TA.0+00 -EXISTING o "h 21d. NA 9rd. NA 4th. NA Emergency I": Yes, x No, MANHOLE o a. Yes. x Not INV.5.E.3'106.68 RIM 5-110 22 TAutonat inkier, V e ElectrlwlExit 'Plms, Yes, x NO, INV.5 3'1.05.56 Yes No X FUII Plumbklg Plans, Yes. X No. INV.N 5-105.46 S �a� Partial Wet Dry Medmi,,al Pkm, Yes,x NO, I s¢S Maxhw Floor Area AIIoWed N Code PW Load:a0 MPH Seismic Glass, D Sa d y �\ `��¢ 5q.ft. FASIL 51505-9,Occ, °IOW LOW, 25 P51F 460\ `S F Basis for Code Allowed Increases, 1500 PSF N cc? 4P 28 SprYlklere, Yes:_No, f°oI Eldcltlon Bearing Pressure, � X Fire Walls C � � Other, NONE Req'd: Yes,_NO, X F Separation ®O®/V S ,4 a� Occupancy 5eparn Yes,—No, X Area Separation - -- --__-- Yes._No, R _ S 87'05'16" E 429.29' 323'86. � ;• Req'd, X N CITY INDUSTRIAL SUBDIVISION \��i .N� LOT-1 �s a mm Coents Or Ions, 5TA.4+60-EXISTING MANHOLE I i INV.N.W.3109.58 \3�- `boy j 1 245 LF 6" SEWER I INV.E 3109.14 ` , N,� I 1 I I � 1 ,1 VA INV.5 3'70q.,10 x, 2 i �F �#� 2"PRESSURIZED IRRIGATION FROM N� SERVICE 2205K GD.3"113. GENERAL NOTES CITY OF TWIN FALLS. CONTRACTOR TO PROVIDE 4"4'PVC(SCHEDULE 40 BURIED I ��� I. MAKE RE CHANGES FROM THE MISSION T M THE R WITHOUT 4'-0"BELOW GRADE) 4 2"m WATER FUTU El^!ER ' GLEAN OUT ��j FIRST RECEIVING WRITTEN PERMISSION FROM THE ARCHITECT. ADp ALTERNATE "I \' WERE DETAILED INFORMATION IS LACKING,OR IF DISCREPANCIES LINE FROM GOLF COURSE FENCE TO THE SER ICE I TOP GO/GD 3'119.0 °•, ANIMAL SHELTER.(APX 290 LF) I _ — — I SHOULD APPEAR WITHIN T♦E CONTRACT DOCUMENTS,RECIUEST 1 �/ INV.5 3715.00 �\ SW4 NE4 INTERPRETATION FROM THE ARCHITECT BEFORE PROCEEDING WITH SE4 NE4 �� j S THAT PORTION OF THE WORK. 2. WHEN REFERENCE IS MADE TO A MATERIAL SYSTEM,ALL PARTS 2"m PVG(SHEDULE 40 BURIED \404" AND MATERIAL PERTINENT TO THE MANUFACTURES SYSTEMS 4'-O" BELOW GRADE) FOR p 0.00 ACRES t m `\F 39 SPECIFIED SHALL BE FURNISHED AND INSTALLED. FIBER OPTIC GABLE(APX. ,D \�Os. 0 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 305 LF) W/PULL BOX 1 w SCOPE OF WORK cor ���� CONDITIONS AT THE 517E BEFORE STARTING WORK,AND THE rn 1� rn ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. 1 coo- I N w PRIVATE 04 4. ALL MATERIAL GALLED OUT IS NEW UNLESS OTHERWISE INDICATED. \OQy' c� ^ 5. TYPICAL DETAILS SHALL APPLY IN ALL GASES UNLESS _ SPECIFICALLY SHOWN OTHERWISE. WHERE NO DETAIL 15 p w 17 SHOWN,CONSTRUCTION SHALL BE AS SHOWW FOR OTHER 0� n 1Ll �=TRZTION 0 6. A TO MEET OR EXCEED 2000 I E.G. PULL BOX --------._----- I l o N 70.16' I � o _ I -VICTORY AVENUE N 87'05'17' L+!96p,72�_(g,0,6. INDUSTRIAL SUBD. ) _ _ �, 1 - — —17 16— W 114 CORNER /�� "/ m --""--""---�— =�„N 8T05'17" W 264�1.84'— J ---- --- -_N_8T05'17" W M FOUND 5/8` IRON PIN --M__ 1194.7p' CPF�y 010229 �-M � I c I E 1/4 CORNER SHEET FOUND 5/8 IRON PIN TITLE / V I C I NT`�' PL,4N CPF#896145 A CHITECi / CITY INDUSTRIAL NW4 SE4 NE4 SE4 7PRECEDENCE IMENSIONS p T�7L� �D �t�L� v�p CAT DEC 03 ARI NTS MENSIONS, HUBS LIVELY ARCHITECT• CHARTEREDDRAWN BY: °+C SHEET N0. SUBDIVISION EDENCE OVERST (734-4303) CHECKED: RHL ENSIONS AND ran c+IS OFFICE OF TINI'iA� IDAHO 83301LOT-2 TIONS. REVISED:I-9-O4 TOTAL IREV16ION ,CHARTEREDLIVELY OJUM A NEW ANIMAL SHELTER FOR: BSG R SSL Y THESE DRAWINGS ARE THE PROPERTY OF THE Z ARCHITECT AND MAY Cf TR' OF: TWIN I=141_LS JOB N0. 0103 S TEOF AHO NOT BE REPRODUCED. t-tltle.dwg 1-23-04 8:1-7:07 am M5T 22'-4" MATCH EXISTING GRAVEL A / � 2 63 �0 I 64'-3" 24.50 6. � , l I Oo 21.03 EXIST EXIST 26.04 I I \\ 2.4096 26.42 ' 3"STREET MIX ASPHALT 2488 / Y I 1 I 1 (CITY OF TWIN FALLS I 1 26Ia5 F.L. L SPEGIFIGATIONS) APX. I 4,220 S.F. GROWN LINE 11 I 330' TO 3121.45 26.28�l 2�6 04 I 30'_5"I 25.55 24.62 2450 � 1 I 2.40% -- 1 --- ------ - -------- -- --- ------------- I------------ --------------------- ----- Pio 25.GG3" ^ 24.31 24.20 -- II b9 I L 2.4096 - 26.58 i I 14�{" 25.64 24.66 oY I / �' i 21.11 21.44 Tr-3121.94 1 m m 1 WALK OF LIFE 24. 5 / r PAVERS(N.I.G) i -1 Z 24'-0" 25.0 L. l $ I z 24.80 24.61' I 1 i 1 \\ I 2 1 - ( I / I 0 2.4096 --- 11 �. 1125.07 ` F.F.®5125.0 24.6G� LI24.65 f 1 1 I I � 1 p / v I I I fl FILT :L (MINIMUM) '7F 24.31 3128.2026.16 12515 2483 24.48 i 2.40SK I I gad o o b. 20'-b" o . f GRADE BREAK 10'b• 4'-0" 24.50 d 0 I (TYPIGAL) --� -- / f / / i 1 1 4:1 SLOPE II 1 �25 \s$ 24.5 25.0 / 25.0 I �8 1 24.1 IGRADE BREAK CONCRETE APRON 1 3128.11 I i I \ / I 24.14 23.5 22.51 i - -- 23.0 .. IAS: 4 ... / 22.G0 \ N 02'54'44" E 38.00, COMMON PROPERTY LINE YV/ VALLEY GUTTERVA "SWIRE GOGA-COLA" GRADE BF�AK 45-0" l EXISTING CHAIN-LINK FENCE \ (GOGA-COLA) I I / ✓" �A/1J \ i NOTE. > SITE LEGEND REFER TO SHEET#2 SI I E FLAN FOR UTILITIES - -- EXISTING CONTOUR SCALE: 1' . 10'-0' NEW GONTOUR 3128.1-I SHEET TITL EXISTING SPOT ELEVATION I-SITEI LICENSED 24.14 NEW SPOT ELEVATION WRITTEN DIMENSIONSRC T HAVE PRECEDENCE OVER RUS5 .LIIVELY ARCHITECT CHARTERED DATE: DECC m3 '2 8 SCALED DIMENSIONS. IZO88 ADDISON AVE. EAST (734-4303) DRAWN BY: SHEET NO. VERIFY DIMENSIONS AND CHECKED: NOTIFY THIS OFFICE OF riAi•TC IDAHO 83301 ANY VARIATIONS. REVISED: I-9-04 02003 BY RUSS UVELY TOTAL REVISION C ARCHITECT,CHARTERED PROJET: A NEW ANIMAL SHELTER FOR: BSC Ss LY THESE DRAWINGS ARE ' THE PROPERTY OF THE CItY OF TWIN FALLS JOB N0. ARCHITECT AND MAY 0103 SATE IDAHO NOT BE REPRODUCED. I-5itoI.dwg 1-21-04 0:2q:15 am MST r C — PULL BOX,(VERIFY \ LOCATION . \ I II \\\ \\ 2 9'G r" P (SHEDULE 40 BURIED I \ FOR FIBERBEL OPTIC G RA (APX. 2"PRESSURIZED IRRIGATION FROM \ 305 LF)W/PULL WIRE CITY OF TWIN FALLS. CONTRACTOR TO \ PROVIDE 4"m PVG(SCHEDULE 40 BURIED 4'-0"BELOW GRADE) 4 2"4) WATER \ LINE FROM GOLF COURSE FENCE TO THE ANIMAL SHELTER.(APX 2cf0 LF) I \ I \\ 165-0"CHAIN-LINK FENCING M/5LAT5) ----------- -------------- ------- 4"m PVC IRRIGATION _ _ _ _ _ _ I I \\ V I CONDUIT I \ s I I � (TYP) \ J I iZ _z WW qq u Q < I I; cV z s (TYP) I II SEE DETAIL 0/3y 3-121A4 (TYP.OF(2)) 4 6T-4"CHAIN-LINK FENGIN6 3 I II --------- UNDERGROUND TELEPHONE G MN(L COATED) 2'(P PVC `� 3 I II 3'GATE I f--il---V&T---- --y=-/-----------tlCTT--------------------------- T---$ ---- - __ ------------- TO TIME GLOGK {�CrF-- ` I ,� :;. IN MEGHANIGAL- - -- ------- ------------ I, SEE DETAIL 1/3 ROOM I i (TYP.OF(2)) 24'-0" 6'-0. 1 1 SEE DETAIL 3/3 4 ..° 3125.0 J z! I 1 2"WATER SEE DETAIL 2/3 KNOX _j ?E g CITY OFT J I METER(BYi Q (TYP.OF(2)) WALK OF LIFE BOX m z S , I PAVERS M.I.GJ -- M ® =Z NEW 4 GAUGE CHAIN-LINK FENCING. � � U 1 L . — .— I i — . — • --W — — � VINYL R SLATSIVACY (CEDAR- - - - - TONE)TYPICAL a ALL I s2 �u _ FENCING)AND(VINYL COATING L a COTO EVERYWHERE ELSE. i z 1 3128.20 I ` 20'-0"(TYP) 30-0' " 20'-0"(TYP) \ z . II 7713 U I O 4"(P PVC IRRIGATIOAN = — SEINER I _ — _ —— BY CONTRACTOR CONDUIT --� -----I I 1 4 i . - - - - - - - - - - - --------- -- UGF� -------------------- �6Fz-- I GATE BY GATE U I 4"m PVC, IRRIGATION — — — — — — — — 41'-0"CHAIN-LINK FENCING(\ANYL COATED) CONDUIT �S , LL � I II • . . .. z 3 I q (TYP) I � z 1 II z CONDUIT IRRIGATION m� GLEAN OUT _ TOP GO/GD 31 INV.5 3115.00 19.0 - I V. \ N s� ADD ALTERNATE#I I � G 6"A SEWER LINE ' 3 N 02'54'44" E 338.00' - -- GOMMON PROPERTY LINE W/ "SHIRE GOGA-GOLA" I EXISTING CHAIN-LINK FENCE e---- (COCA-COLA)(MAINTAIN 4 PROTECT) ELECTRICAL LEGEND INDIGATES(2) HEAD POLE LIGHTS,POLES TO BE PREFINISHED, (FROM STANDARD FACTORY GOLORS),SQUARE METAL AND 25' UTILITIES S I Iy-E PLAN ® � TALL,H/D FOR WATT METAL HALIDE FIXTURES EACH. SEE LLJJ SECTION 3 FOR BASE INFORMATION.(SUBMIT SHOP DRAWINGS SCALE: 1' 10'-0' ® AND COLOR SAMPLES TO ARCHITECT FOR APPROVAL). SHEET TITL �-SITE2 LICENSED ', CHARTERED ARCHITECT WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT/ CHARTERED DATE: DEG 03 AR- 8 HAVE PRECEDENCE OVER 2088 ADDISON AVE. EAST (734-4303) SHEET N0. SCALED DIMENSIONS. DRAWN BY: VERIFY DIMENSIONS AND p CHECKED: RHL NOTIFY THIS OFFICE OF '�'IN ri Ai.ifi IDAHO p3301 REVISED:1-9-04 ANY VARIATIONS. TOTAL 1 VISIGN 02003 BY RUSS LIVELY ARCHITECT,CHARTERED PROJECT: ANEW ANIMAL SHELTER FOR: l/1JNV"^1�LL THESE DRAWINGS ARE 2 THE PROPERTY OF THE CITY Or- TWIN I II1�I FALLS JOB N0. / ARCHITECT AND MAY (r/ I I III/ 1�{ 0103 5 ATE OF IDAHO NOT BE REPRODUCED. 2-site2.dwg 1-23-04 5:IG:41 cim MST Asphalt d base to City of Twin Falls Finished grade Standards,(See Section F-3) 1-1/2"m GALV.TOP RAIL Edges shall not have more (REQUIRED) than a 1/4"radius 5-0" 1/4"Per Foot Slope Req'd. q GAUGE GALV,CHAIN LINK FLUSH HANDHOLE t COVER W/VINYL PRIVACY SLATS PROVIDE DUPLEX REGEPT. _ =111 11 (CEDAR TONE)® PERIMETER ® BASE OF LIGHT POLE (4) 3/4"0 x 30"ANCHOR 1 R1' ° AND COLOR VINYL COATING 4"GONG.SLAB ON q5% BOLT5 rl11 — =1 _ ELSEWHERE(COLOR BY OWNER) COMPACTED(ENGINEERED) FILL FULL BASE COVER(TO IIIII=IIII=1LI1=1I= —I =II II-IJIIJll=II=(jJjf IIIII 1JI= MATCH POLE) (3) #3 TIES® 12"O.G. 1=�1111,--11111-11 411, 11 —I�JJ,-�11=1�LI,=1�1=1_(ii�II11�_Fill I—II��I�I III 1�T111=1TI p 4 J— Ex anslon 2"m GALV.STEEL POST 30 DIAM.X b O 50NOTUBE �T-11i�1_TI—IL—IIII=IIIIHTI—IITII—II(f—_�I'fl—IIIII-IIIII_( material � ° EMBEDDED 2'-O" IN GONG. 2"ASPHALT ON 2 Gravel base compacted to 95% required ,: 1 4 (4) #5 REBAR,VERT. of gravel proctor typ. !® 10'-O O.G.MAX) COMPACTED BASE y� (1)#4 REBAR a TOP 4 t•-1r ,I d BOTTOM(CONY) — ^1 FINISHED ANDSGAPE GRADE 5011 compacted to q5%of the soil proctor typ. (TYPICAL ALL EDGES) �I. I-I/2"m GALV BOTTOM RAIL / —II=IIII-1F—ffp HI1I a� �l° 1 1� 1 IIII-11J1— =I —7 IT=11� .8.TYPICAL SIDEUJALK SECTION (REQUIRED) ' I/2" EXPANSION II—ICI ((III IIII_II1=1]Lfl=1�— < Ir�� '� IIIII=n IIII=LI—IIII—MITI—III 3 NTS LANDSCAPING 4 a JOINT a SEALANT II—III= I III= I— _ —III a ° it IIIII III I I_II I I I=IIIII—IIII I—IIIII—IIII I STANDARD 5PECIFIGATIONS 401,402,403 — �-IIIII=IIIII= _I1J_=1JJ=LI=_ ^•a 11j=�l Llljf �jJ �JJ=JjfJ=lfll a 11=1�J=�jJ=��l �I—IjJI �Jjl= BUILDING plll—III- 11=11ip I _—IIILINT1 1 �.l�__ , T-11TI=111TI-11111=IJ=Illp=llll NOTES: IIII=IIIII=11 J=III III=III IIII—_ FOUNDA I N _ _ _ I IIIII=1�_II =pll1=111=11 = = r o -il IIII IIII(IIII 11711=II=II ° II=pJ i-1LTll=11T=LI=111=""'—" _ r -1 I.Expansion material shall be required every fifteen feet(15')and — _ _ a "�ILII. (III IIII=IIIII=III niil llll=IIIII—III- Q Irlllll�llll_I1111=III ' ° i IIIII 11111=IIIII=11111=1IIIIT —III— 6„ T_uTll- -uTII=IIIII=I SOIL W/q5% ni l —11JJ_IIII `I 1 J11 1111_ILII1=17=�11= when adjoining any previous concrete work(see 5td.Dwg. E-I _JfJIj�= COMPACTION J=fJp=IIII " 1 m 1d —IIII IIIII—IIII=I and 5td.Specs.401.02), lli IIII I= 4 �I�II=1 r__j 1111 =1 =IIII=ITI 4 �' ill=11111111 °1 1 I—IIIII= 2.Expansion material shall be required behind the sidewalk IIIII=III 1111�1111=IIIII= c� 20'-0" I I11111 wherever there will be or Is a driveway,walk or structure(see 1p-p111 II=1�1=117 P 1jJ— III—I_q5%COMPACTED FILL Std.Dwg.E-I and 5td.Specs.401.02). =1 I11= N 1=1 r-- rt. IJLI=Ills �I,., ll—III 1 3.All cracked or broken sidewalk shall be rejected except as NOTE: PROVIDE EXPANSION JOINT .14 gill 1,-'1 Indicated below: ® APPROX.20'-0"O.G. �pll_f ° a 1 -1 IIII , 1 CONDUIT AS REQUIRED a).There shall be allowed one(I)random crack perpendicular 8"m T r---__y -I IT� 1a m1 o e curb and within the middle one-third(I/3) of the �c 1 SE CT i ON s five foot(5')sidewalk section per three hundred linear feet TYP.APRONAL50 SEE F-3,(CITY OF TWIN FALLS ENGINEERING 3 NTS (300')of sidewalk. DRAWING IN PROJECT MANUAL) b).There shall be no sections less than twenty-five square feet (259.f) when sidewalk is removed and/or replaced. /� �1 SECTION LIGHT POLE BASE 4.Gravel may be three-quarter inch(3/4")max.or one and one LB\CJ' ECTiON o FENCE 3 SCALE: 3/4' i'-0' half Inch(1 1/2")max.graded gravel (see Std.Specs.412). 3 SCALE: 3/4' 1'-0' Right-of-Way Varies STREET SECTION NOTES 10" Varies Varies 1.Standard 48'Collector Street Section 'SIT \35 ��s. Street Width shall include: rM 3" Asphalt mat-3/4" Plant Grown Mix Only or 2.5%---- ----25% 2"-3/4" Leveling course q"-i 1/2"Base course mvie All other Street Sections to be E881I 4 Asphalt G determined by the City Engineer. 5/4"Leveling Course 25%cross-slope measured 3 1 1/2"Base Course p Q Compacted from Edge of Asphalt to Grown. ompac Subgrode 2"� STEEL PIPE FACTORY PRIMED PROPORTIONS AND PAINTED OR (t� TYFICAL BALANCED STREET SECTION EACH GRID 15 2 1/2"5QUARE GALVANIZED. 3 NTS STANDARD SPECIFICATIONS 401,402,405,411,412 AND 415 BACKGROUND TO BE PAINTED WHITE W/SYMBOL PAINTED BLUE GRADE NOTE r r \ y ply ALL LINES FOR GRO55WALK d PARKING STALLS Ty TO BE 4"WIDE, CRO55WALK LINES TO BE PAINTED ° a Q YELLOW E PARKING LINES TO BE PAINTED WHITE. Varies Varies Parking Width a G Concrete Walk PUBLIG PARKING 3 2.4% LOT SECTION NOTES I.Sections: @SCALE �\ 2" Asphalt mat-1/2"or 5/4" DETA-kILP AINTED FIANDICAP SIGNAGE i L PAINT STRIPING As halt Plant Mfx �� p 2"-3/4" Levelln course :NTS [_1 1DETAIL HANDICAP yGNAGE 3 SCALE :NTS 3/4" Leveling Course 4"-1 1/2" Base course 11/2"Base Course 3 SCALE :NTS Compacted 5vbgrode ,8 T`t'PiCAL PARKING LOT SECTION 3 NTS STANDARD SPEGIFIGATIONS 401,402,405,411,412 AND 415 CONCRETE NOTES i. PROVIDE A HEAVY BROOM FINISH ON ALL EXTERIOR WALKS AND SLABS. 2. CONCRETE EXPANSION JOINTS SHALL BE PROVIDED A MAXIMUM OF 20' AND SCORE MARKS AT 4'-0'O.C.a ALL CONCRETE WALKS UNLESS NOTED OTHERWISE. PLANT MIX PAVEMENT FINISHED GRADE 3. ALL CONCRETE SHALL BE TRANSIT MIXED AS PER ASTM C-J4 WITH A DESIGN STRENGTH OF 4000 PSI AT 28 DAYS,(NOTE: ALL FLAT WORK TO CONTAIN NO FLY ASH). 21— pJ� — —' MINIMUM 4. FILL UNDER INTERIOR SLABS SHALL BE COMPACTED TO A DENSITY GRAVEL BASE COURSE OF 55%AS PER ASTM D-1557. FOOTINGS SHALL BE PLACED ON S5% A III=11�I�I=IIII=I�Lp—I� II Iz"I-p1J1 III=111-' COMPACTED EARTH OR COMPACTED FILL AS DESCRIBED ABOVE. CO) pID=I =117I1=p1)I=II=III=11�_ — lull— IIIII=IIIII=IIIII=ITS=111=1Tr- T 5. ALL SPLICES IN REINFORCING SHALL BE TIED WITH A MINIMUM LAP =IIIII-11�1-ITLII_1�—JI,=IIIII=1"" AS FOLLOWS: SUBGRADE (A) HORIZONTAL REINFORCING - 40 DIA. IIIII (B) CORNER REINFORCING - 40 DIA. CONSTRUCTION METHOD. 6. ALL EXPOSED VERTICAL CONCRETE SURFACES SHALL HAVE ALL VOIDS, GRAVEL COURSE FOR THICKENED EDGE SHALL AIR POCKETS,ETC.,FILLED AND BLENDED TO A UNIFORM FINISH. BE CONSTRUCTIOED IN CONJUNCTION WITH STREET (SACK RUBBED). SECTION GRAVEL COURSE,THEN GUT AWAY A5 5HOWN. ASPHALT COURSE TO BE PLACED i. ALL REINFORCING STEEL SHALL BE GRADE III MONOLITHIC WITH STREET SECTION ASPHALT. S. ALL EXPOSED STEEL TO BE FACTORY PRIMED. NOTES: SGH�EE�T�TITLL 1. THICKENED EDGE SHALL BE USED IN ALL INSTANCES WHERE EDGE OF ASPHALT 15 NOT LICENSED IMSED CONFINED BY ANY SOLID STRUCTURE.EDGEARCHIT2. OF ASPHALT SHALL NOT VARY MORE L�WRITTEN DIMENSIONS BUSS LIVELY ARCHITECT' SHEET NO. CHARTERED DATE: D m3 AR•1288 HAVE PRECEDENCE OVER THAN(3") THREE INCHES FROM TRUE ALIGNMENT SCALED DIMENSIONS, 2068 ADDISON AVE. EASTt�(734-4303) DRAWN BY: AT ANY LOCATION VER NOTIFY THIS OFFICE OF ITM IFAAJ" IDAHO 83301 NECKED: RHL 1-9-04 ANY VARIATIONS. 02003 BY RUSS LIVELY TOTAL REVISION �r�/���^ r ARCHITECT,CHARTERED P J THESE DRAWINGS ARE : ANEW ANIMAL SHELTER FOR: E,SGrZtV C3T I ( L j�_ uPICAL THICKENED EDnE THE PROPERTY OF THE f� ARCHITECT AND MAY CITY or- TUJIN P,4LLs JOB NO. 01m3 'STATE OF IDAHO 3 NTS STANDARD SPECIFICATIONS 411,412 AND 413lo NOT BE REPRODUCED. 3-siteconc.dwg 1-22-04 4:1'1:47 pm MST I � ' 3 ' a I I 1 I I I I \\ ' > .. ••••...••�•••tRkIGATION•.1•' I _ .• ... GbN1120L5 .....•.• 1 I I LANDSGAFE PLAN ® (COCA-GOLA)IN-LINK FENCE LANDSCAPE LEGEND SCALE: I' = 10'-0' ® IRRIGATION SYSTEM NOTE: IRRIGATION CONTRACTOR RESPONSIBLE FOR SUPPLY \ t AND INSTALLATION OF ALL MATERIALS PERTAINING !i TO FULL IRRIGATION SYSTEM INCLUDING CONSTRUCTION \ ' SLEEVES TO ALL PLANTING BEDS AND LAWN AREAS. LANDSCAPE LEGEND SUBMIT SHOP DRANING5 TO ARCHITECT FOR APPROVAL BEFORE COMMENDING WORK. SYMBOL COMMON NAME BOTANICAL NAME SIZE SIZE® MATURITY SYMBOL COMMON NAME BOTANIGAL NAME SIZE SIZE® MATURITY SYMBOL DESCRIPTION LANDSCAPE NOTE: FRAZINU5 50'-60'HIGH JUNIPER HORIZONTALIS (5)2 GALLON ::_ THIS DRAWING IS SCHEMATIC IN NATURE. THE PLANTS AS 0 PATMORE ASH FRAZINLVANIGA 1-1/2 CALIPER 30'-40'SPREAD CREEPING JUNIPER (BAR HARBOR) `-PACE 3' b I HIGH F71GRASS(HYDRO5EED) INDICATED ARE FOR THE 'NUMBER t SIZE OF PLANTS APART 6-8 SPREAD DESIRED.' THE INTENT IS FOR THE LANDSCAPING TO BE DESIGN/INSTALL. SUBMIT SHOP DRAWINGS AND SUBMITTALS VARIABLE RED MAPLE AGER RUBRUM I-I/2"CALIPER 'HIGH BUMALD SPIREA 5i'IRAEA BUMALDA 5 GALLON 3'-4'HIGHlpo RIVER ROCK OVER TO ARCHITECT FOR APPROVAL BEFORE COMMENCING WORK. VARIABLE SPREAD (ANTHONY WATI=RER) 5:_y'SPREAD WEED FABRIC(W GOBBLE) HYBRID HONEY 6LEDIT5IA 30'--10'HIGH JAPANESE (5) 1 6ALLON I'-6" - it HIGH LOCUST TRIACANTH05 SPACE 2'I-I/2"CALIPER BERBERIS THUNBERGII 2-I/2 30'--IO'SPREAD BARBERRY APART ''3' SPREAD a NEW GONGRE fE SHEET TITL LItENSFD O AAQIIiELT SYCAMORE PLATANUS 1-1/2"CALIPER 75'-100'HIGH ASPHALT RUSS LIVELY ARCHITECT, CHARTERED oArE:-DEG m3 SYCAMORE OCGIDENTALI5 '15-100'SPREAD a AR-1 e WRITTEN DIMENSIONS HAVE PRECEDENCE OVER 2068 ADDISON AVE. EAST (734-4309) SHEET No. SCALED DIMENSIONS. DRAWN BY: NOTIFY THIS OFFlCE OF COLORADO BLUE PIGEA PUNGENS 15 GALLON 30'-60'HIGH LANDSCAPE CURBING VERIFY DIMENSIONS AND CHECKED: RHL SPRUCE TWIN FALLS IDAHO 89301 IO-2O SPREAD ANY VARIATIONS. REVISED:... (MOW STRIP) 02003 BY RUSS LIVELY TOTAL R`eVlSIGN ARCHITECT,CHARTERED PROJ CT: ANEW ANIMAL SHELTER FORS BBC THESE DRAWINGS ARE 4 THE PROPERTY OF THE c l or4r Or- TWIN I IN FA"s JOB NO. ARCHITECT AND MAY Cr/ I I I W Imo{ 0103 5T EO IDAHO NOT BE REPRODUCED. 4-Ind5cp.dwg 1-21-04 0:30:44 am MST \ UNDERGROUND FIBER \ OPTIC 31'-b° 6-0" 32'-10" \ 42'-0" 24'-0" \G� b 4'-� 14'-F 3'-II" 4"CONCRETE SLAB W 6"xl'-O" - - - - - - - - - - - - - - - - - - - - - � I 4 r TURNDO WNSON3"PEA GRAVEL Q Q m AND 45%COMPACTED FILL(TYP) m m -------- -- - -1-------------------------- I ----------off o Sim Q I 1 Q I 6V-4" UNDERGROUND TELEPHONE N - - - - - •4'-0"' 3'-0" 3'-O" �.3'-O" •.•3'-0" 5-0" •3-0" .3'-011 3'-0" 31-0" 3--0'- 101-011 VERIFY LOCATION 1N/ START 8" 4 III 4 . 6'-0" . - - - - _ -� TRUSS MFG FND WALL b I b I I Ib„ • I I I I I I I I I I I I I I . .I b I . I I: I I I I I I I I I I I I I 4 I o III 6'a I Q I I I I I REGE55 FLOOR 1/2"FOR TILE I f I I I I I. I I I 4 4 (VERIFY W/TILE INSTALLER) (3)2x4's I t— - - - I— 8 I . 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 I I 4 CONCRETE SLAB ON II b = 4 I f 3 PEA GRAVEL 3 — — I'r8" I'-9 19 I'-4 9" •I'-q -q" .I'-Q I-4" I'-9' -q" I'-q I4' I'-9 3"I'- '3"I'- I'39'- '3"I'- '3"I'- "I'- ' I'3"�'_ '3"I'- [0:11- 3"I'- Q n — — — — — g55G COMPACTED FILL L J I I I —� 1L .I L-1 I T- 1 — — F —I — C —I —I —I _I _I —I —I —I I_I —I —I —� `R F MLOCATION YV/ Z b IT-b" bz o IfI I o-bSF—TA R 6—L" '. . � Q. 'Nry bl1'—0" —.' _•—. _4N'—_—_—_6"—bZ omN• — —III11I'-•6.�b 94—„"."'-0"—I 1'"-.—91.qlIII II""--—1IIfI1 II.'_-9'.."'—,_.I'--•9.IIII I I"L b_-II-IIIII II— .I-9._.•�"—..' A� W — -IIII L .LT�. JI ———•�,•.A�.-�A. � ' ' 'I.c'�a—I3—IIII n3.'_-b—0•I J ._1 :J. �I_''-" �.I3IIIII I I•�__—O�.I�'- JJ•.'--I3IIIII II 3�'__—•'J..' '--III3II II 1I 3 O�IJ 2�'-�J ._..— —'0.IJ JJ'-I3�IIfIII I 3J�0B.I�.'. �NDWAA — — — (3)2x4's 26-0" 4'-0" 20-0" J'-I3IIII I I 4.•3 0�.-�'-I81-'. " — - - - - - - — — — — SLOPE FLOOR TO — — — - - - - - — — — — — - - - - _ _ — — — — —DRAIN L) (RAI DRAINS a 1001-e0' aa'-fl°TYP) - - - - - - - - - - -3'25.0) J L _ 10 EG EQ b 1ILIIiI I3I � �:8IIII I I I 2� IE.D AI'H .O 3 I8° TYP OF(b) (TYP)L —I _ _ L —1 _ 2 Lrr�'§'7 1 3-" ' VERIFYOCATIONS VV �FNP wAL N HOLD FOUNDATION DOWN 6" AND POUR (3)2xb's (TY ALL °oxAB OVER(TYPICAL�PE is FOR AG COMPRE550R LJ . . LJLL J_ _LJ_ :L CN SAT6 4-0" 4-0". -O"FND WALL 24'0 C - - - - - - - - - - - - 4 jz 4T-b" 14 0" 28'-0 45-0" FOOTING 4 FOUNDATION PLAN SCALE: 114' . 1-0' LIMED ARCHITI WRITTEN DIMENSIONS RUSS LVLY ARCHITECT CH D AR. 8 HAVE PRECEDENCE OVER A SCALED DIMENSIONS, 2068 ADDISON AVE. EAT - 03) DRAWN BY: SHH5EE-°E ETRT d TIDNT1 DEC 03 4m OQ . DIMENSIONS RH-N CHECKED:(nP) I VERIFY tn; ;n; 3 LJ 7 OTIFVARIATIONS.Y HIS OFFICE OF 1nb L IH 3301ANY REVISED:.L'S:�` 02003 BY RUSS LVELY TOTAL REVISION ARCHITECT,CHARTEREDU ANIMAL SHELTER LY THESE DRAWINGS ARE OF TDEROERPRus QARCHITECT E AND AY UCT BE RPRODEV(T"T/ Or- TWIN IILLS 5-fnd.dwg 1-21-04 b:31:31 om M5T 8"PAINTED CMU WALL 8"PAINTED CMU WALL (GROUT SOLID) (GROUT SOLID) TYPICAL 8"BOND BEAM 2x6'5 OF#2 OR BETTER). TYPICAL 8"BOND BEAM W/(I) #5 BAR CONT. ® I6"O.G.W/R-Iq BATT INSUL. W/(1)#5 BAR CONT. 4 VAPOR BARRIER 5/6"GYPBD #5 REBAR(HORIZ) #5(VERY)REBAR® 32" 7/I6" FELT OREXT SHEATHING ® 16"O.G. O.G. W/15#FELT OR APPROVED 2x6 R.W.SILL PLATE W/ a , HOUSE WRAP SILL SEAL 4 1/2"4+XIO" A.B. I/2"EXPANSION JT.W/ I/2" EXPANSION JT.W/ TYPIGAL6"BOND BEAM (W/WA5HER)® 4'1 O.G. SEALANT 4 4 6"PAINTED GMU WALL a SEALANT W/(1) #5 HORIZ.REBAR (GROUT SOLID) VINYL SIDING W/DIE 4 12 FROM EACH END 4 CONT.® 4'-O"O.G. GUT INSULATION BACKER 4"GONG.SLAB ON 3" RADIANT TUBING TIED TO PEA GRAVEL AND q5% 0 1b.. MAT(#3 BAR E.N. RADIANT TUBING TIED TO 4"GONG.FLOOR ON 3"PEA RADIANT TUBING TIED TO 4"GONG.FLOOR ON 3" PEA COMPACTED FILL ® I6"O.GJ REBAR MAT(#3 BAR E.W. GRAVEL AND 45%COMPACT. REBAR MAT(#3 BAR E W. GRAVEL AND Q5%COMPACT. ® 16"O.G�(WHERE OCCURS) (ENGINEERED) FILL 0 16"O.GJ (ENGINEERED) FILL tom-O.. ----- Z 4"GONG. FF FF 3"PEA GRAVEL ° - -I II ILI=1 -IIIII-IJ11=11III_I ° I_IIII IIII= loo 0 � _ -IT111I--(ITI-I IllJ ° �-- III=IIII1=�II_IIIII�III=1I�l IIII= II-IIT� Il IIIII III II _-OIII IIII III _ -IIII!-II. III�p�ll—IIII II -1 IIIII=IIIII=1111�1111 IIIII=1J11=11111�III _ _ _ _ III-Illll o III IIIII=IIII=_IIII ry - l— _ 1I-1Til-_Ifll u11=1Ti1=1!TII P 11 o - IIII=�_ alll=IIII= =N 11l 71�III! I�I= I_I1111=IIIII�II -ql — =IILII�ILI1= __ �1111T Ili I�'SEXPAAN510N JOINT 45%I c oEMPAGTION To _ I=1111 ° I,_I I I I I�� :--- -. III-11_ I q-�-- I= =I I= 1 =!111=_I I� _ II _ II_IIII1�1111=III' 11T IIII TI=1 11= IIII=I"" � IIII—I I— I—�I—ICI—� — iil�ll�l _ — _ -gi.ni r-b° rq mi GONG.FOUNDATION WALL 2 RIGID INSULATION a #5 REBAR(HORIZ) =�1 -I - - I- - #5 REBAR NERT)® I6"O.G. 2_p #5 REBAR(VERY)® I6"O.G. W/#4 REBAR® 16"O.G. o FOUNDATION WALL AND 016110.0. - (ALT.STAGGER AND TIE TO e" 8' 8" (ALT.STAGGER AND TIE TO CONT.,HORIZ., 4 (U #4 p IN 2'-O"FROM PERIMETER HORIZ.STEEL IN FTGJ EXTEND REBAR VERY.® I6"O.G., -� 4"RIGID INSULATION(TYPICAL ALT.BARS(32"O.CJ INTO 2'-0" #5 REBAR(VERT)® 16"O.G. HORIZ.STEEL IN FTGJ EXTEND (ALT.STAGGER AND TIE TO GONG.FOOTING W/(3) ALT.BARS(32"O.GJ INTO ALT.BENDS(TIE TO STEEL q° y° q" ® RADIANT FLOOR HEAT VERTICAL GROUTED GELLS OF HORIZ.STEEL IN FTGJ EXTEND #5 HORIZ.REBAR CONT. VERTICAL GROUTED CELLS OF IN FOOTING) LOCATIONS 8' 8' 8" MASONRY WALL(18' LAP,MIN) GONG.FOOTING W/(3) ALT.BARS(32"O.G) INTO MASONRY WALL(16"LAP MIN) 2-0 GONG.FOOTING W/(3) 2'1 #5 HORIZ.REBAR CONT. VERTICAL GROUTED CELLS OF GONG,FOOTING W/(3)#4 #5 REBAR GONT. MASONRY WALL 08" LAP MIN) REBAR HORIZ.,CONT. DETAIL ETAIL �� �''�E TA I L 42� •TYP.FOOLING (m TYP.8'CONCRETE/CMU WALL) 6 SCALE: 3/4' - 1'-0' 6 SCALE: 3/4' ■ 1'-0' L�\ D E TA I L (ININTERIOR 8'CMU WALL) r4 D E TA I L (• INTERIOR 6'CMU WALLS) \l SCALE: 3/4' - 1'-0• Cv SCALE: 3/4' - 1'-0' WATER PROOFING #5 VERT BARS 9 32'OL. (ASPHALT EMULSIOW 8"PAINTED CMU WALL EPDXY PAINT 4 2'1 (SOLID GROUT,TYP) TYPICAL BOND BEAN EPDXY PAINT 5/4 CHAMFER W/(2)#5 REBAR GOP HORIZ. TOP SOIL 4 POTTING SLIDING(UP)PET DOOR 0 a (HORIZ)REBAR® 16"— #5(HORIZ)REBAR® 16"— 4 II�TI 71 11TIl I ° SOIL(50/50 MIX) INSTALLED BY OWNER/ O.G, o Y 1 =11LI_I III=IIII_ AGENCY SE EXPANSION JOINT W/ 1/2" EXPANSION JOINT W/ ° IIIII=IIIII=1�1=IIIII- o f SEALANT SEALANT 1=IT=IIIII-_ EPDXY PAINT (4)04 HORIZ BAR N' #5(HORIZ)REBAR® I6" r 11=IIIII=IIIII=IIIII=11 ° m RADIANT TUBING TIED TO / 4"GONG.FLOOR ON 3"PEA 4„ < ICI=1 =1JI=IIII :Y', GONG.FLOOR ON 3"PEA REBAR MAT(#3 BAR E.W. GRAVEL AND q5%COMPACT. 4 - IITIIIII_II =11 v 4"GONG. 16"WIDE x 24" TALL ® 16"O.r (ENGINEERED) FILL GRAVEL AND q5%COMPACT. 2-I/2" WASHED GRAVEL IIIII=11f I IAI HOT 4 GOLD WATER OPENING® CENTER > (ENGINEERED) FILL KOBBEL SEE PLUMBING PLAN LINE OF EA. KENNEL F.F. TARTS®� F.F.STARTS® I/8":i -=1 11 ° - ° 100'-O"— -� - ----- JOINT .F. A EXPANSION J ` F STARTS® I/2' EXPANS O OI 100'-O" F.F.STARTS® W/SEALANT(TYF) IIIIIII IIII.IIII-m III IIIIIIIIIIhLI- =111=11=1° 0=u-'I=lu-'I _ - ------ -- - ILI�IIIHII�J IJII�II� IIIII-I�I�IIII�IIII _��_�� =11TI=1 _ 1=7=1 3"E GRAVEL ITI � IIIII 1�1111- - ImI��IILll=11-�I II�1�II�J=IIIIIIII 1�1=11 II=11- IIII) ° I ��-ITI�TI�TI- J I_�i ILI=I I II IIII=I IIl�l ° ILA---I I- =Ill IIII=1 T=IIIII IIII- I-I 11 IIII IIII, ll IIIII=111 IIIII lll l=' IL=11ll-I _ L I= - - -IJI1=1)l 11 1 =_-= - = HOLD CONCRETE Dov GONG.FOOTING W/(3) - b• y ub""""- #5 REBAR(VERY) ® I6"O.G. 11_ 111=111= 11=IIII=III,=1 IIII=11=. 1=IIIII=IT=1 D IIIII IIII- I III -I -IIII-III 6"AND _ - RADIANT TUBING TIE TO _ =1 _ 1J 1=lll- I- REBAR MAT(#3 BAR E.W. 1-11111=IIIII=I�=I IIIIII=TI_ � POUR FLOOR 11111111=11 ENGINE III-IIII=-I I)I�11111-1.1111- SLAB OVER(TYPICAL #4 HORIZ.REBAR CONT. (ALT.STAGGER AND TIE TO ca „ .f GEOTEG FABRIC ERED FILL TO - -�nll-II - IIII_lu ® I6"O.GJIII�I�-_ I'-6' HORIZ.STEEL IN FTGJ I'-b' _ II 8 PERFORATED PIPE I-1If11 - GONG.FOOTING W/(3) b 61, 61, #5 REBAR(VERT)® 16"O.G. GONG. FOOTING W/(3) TO 4" PVG TO SANITARY q5%GOMPAGTION = T #4 HORIZ. REBAR CONT. (ALT.STAGGER AND TIE TO #4 HORIZ.REBAR CONT. SEWER _ ° I'b" HORIZ.STEEL IN FTGJ 4"RIGID INSULATION(TYPICAL ° (A T.STABARGGER (VERT)AND O.G. o RADIANT FLOOR HEAT (ALT.STAGGER AND TIE TO LOCATIONS HORIZ.STEEL IN FTGJ 2-0° DETAIL Ca INTERIOR KENNEL WALLS) QD E TA I L (o EXTERIOR 6'KENNEL WALLS) D E T3/I L�J ^ Q - PLANTER) Cg, DETAIL (� EXTERIOR KENNEL WALL)SCALE: 3/4' . i'-0' b SCALE: 3/4' . I'-0' 6 SCALE: 3/4' . 1' 0' 6 SCALE: 3/4' - 1'-0' CONCRETE NOTES 4x6 4 bxb B.U.COLUMN(IN VA I. PROVIDE A HEAVY BROOM FINISH ON ALL EXTERIOR WALKS AND SLABS. WALL)(SEE SHEETS 5 4 -1) GONG.WALL(BEYOND) PRE-MANUFACTURED TRENCH 2. CONCRETE EXPANSION JOINTS SHALL BE PROVIDED A MAXIM OF ' DRAIN ttJJhh�� 5/8"GYPBD AND SCORE MARKS AT 4'-O'O.G.+ALL CONCRETE WALKS CINL960„ 2x4 4 2x6 R.W.SILL PLATE MIN.4"GONG.AROUND NOTED OTHERWISE. \ t SHOT TO GROUND W/"HILTI" DRAIN VERIFY W/MFG. 3. ALL CONCRETE SHALL BE TRANSIT MIXED AS PER ASTM C-94�ilUITH Alf 4"GONG.SLAB ON TYPE FASTENERS® 4'-O" 4" GONG.FLOOR ON 3"PEA q5%COMPACTED FILL O.G. 4 12"FROM EACH END 1/2 EXPANSION JOINT DESIGN STRENGTH OF 4000 PSI AT 28 DAYS,(NOTE: ALL FLAT WORK (SEE SHEETS 5 4 1) W/SEALANT GRAVEL AND q5%COMPACT. TO CONTAIN NO FLY ASH). (ENGINEERED) FILL SLOPE DRAIN I PLAQUES PROVIDED BY OWNER, 4. FILL UNDER INTERIOR SLABS SHALL BE COMPACTED TO A DENSITY F.F. (I/4"/I',MI 4° b' 4" 2- 10F.®0'-O" ° � 2 INSTALLED BY CONTRACTOR. OF 95q AS PER ASTM D-155'1. FOOTINGS SHALL BE PLACED ON 95% PLAQUES ARE I2"14" COMPACTED EARTH OR COMPACTED FILL AS DESCRIBED ABOVE. e MARBLE LAYED FLUSH WITH IIII THE SLOPING FLOOR 5. ALL SPLICES IN REINFORCING SHALL BE TIED WITH A MINIMUM LAP Ill ° FLOOR AS FOLLOWS: IIIII=IIIII III=!IIII IIIII=IIIII IIIII=1 �" �� I I =i-LIB=1111_I IIIII-Till=lljl_IIIII_f I=IIIII=IIIII FTG/FND III N - D IA (BEYOND) � -1 1 (B) CORNER REINFORCING REINFORCING DIA 1-0 I y = IIII; _ I11111 IIIIIIu i11 ii11J11 ENGINEERED FILL TO _ _ V- I 111 1LI i COMPACTION 6. ALL EXPOSED VERTICAL CONCRETE SURFACES SHALL HAVE ALL VOIDS, GONG.FOOTING W/(5)#4 2'-0" T ♦ AIR POCKETS,ETC.,FILLED AND BLENDED TO A UNIFORM FINISH. REBAR(EACH WAY) --- I (SACK RUBBED). 2 I RADIANT TUBING TIED TO -1. ALL REINFORCING STEEL SHALL BE GRADE 60. REBAR MAT(#3 BAR E.W. S. ALL EXPOSED STEEL TO BE FACTORY PRIMED. ® 16"0.0)(WHERE OGGURS) �� 10 DETAIL (TYP.TRENCH DRAIN) / \ D E TA I L (TYP.AUXILLARY BEARING FOOTING) 6 SCALE: 3/4' - 1'-0' SHEET TITL\,±�J SCALE: 3/4' = 1'-0' LICENSED ARCHITECT WRITTEN DIM IHAVE PRECEDENSIONSENCE OVER RUSS LIVELY ARCHITECT, CHARTERED DATE: DEG 03 AR12 SHOP DRAWINGS REQUIRED SCALED DIMEHSIVERIFY IMENSIODNS. 2068 ADDISON AVE. EAST (734-4303) DRAWN BNS Y: °� SHEET N0. NOTIFY THISNO OFFICE OF aL[iII ID.a CHECKED: RHL ANY VARIATIONS. i nub rA � 83301 REVISED: 1-5-04 C2003 BY RUSS LIVELY TOTAI III ARCHITECT,CHARTERED ROJ ECT: A NEW ANIMAL SHELTER FOR: JSSL E THESE DRAWINGS ARE 6 }�� THE PROPERTY OF THE CITY OF tUJ I I tl F���� JOB N0. (d103 S ATEO IDAH ARCHITECT AND MAY NOT BE REPRODUCED. b-concdet.dwg 1-22-04 4:lb:10 pm MST 21m F'VC(FIBER OPTIC) NOTE' � 42'-0" 13 DASHED RECTANGLES,KENNELS,KENNEL 12'-0" 5'-4" II'-8° NI G ALLOWANCE" ITEMS,NOT INSTALLED BYATES,APPLIANCES d DOG BATH ARE 5-6- T-b" 1'-b" 4'-b" 5-8- 6'-0' THE CONTRACTOR tt OMP. '2"� F VG(TELEPHONE) 24'-0" OFFICE 104 `o�1 CONFERENCE-------------------- B - -- - - --- -- --------- TRAINING9'-4" b' 14'-2"103 108 10 4'-0" 3'_4" 7-0" 4'-I0" 4'-0" 4'-V13 4 10� 5'-10' 2 E 3'-8" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 3'-0" 3'-0" 3'0° 3'-0" 3'0" 3'-0" 3'-0" Y-0" 3'-0" 5-0" Y-0" ST O O O ❑ F m 1 I I I NI I I (TYP) 109 1� Ni _4 1_J L_1_1. NI CATS Ib NI ti 4 ENTRY �\�' 13 IS e"°`( - 124 N O O I O �' ADOPTION 7f' - � 1 � � - - 100 WAITING ��o� "vll0 O 1 4 1 1 NI -� N1 �- 2'-8" 2'8" 2'8" 2'-8" 2'-8" 2'-8" 2'-2" I'-8" I'-8" I'8" I'-8" I'-8" I'-8" I'-8" I'-8" I'-8" I'-II" Q 1- S _ QUA 10'-0' t _W ____�� -� m I - 12 ao g,-g" g.-0' 8'-4' KITgENB� I-- -J 20 I ISOLAT. 105 I F 2 SIM 16 ISdZI �� - I 12 ° NI QB Ib = A 11 4" g"n 5'10" ~ 2-10. Ib b° T-0' b" 2'4" 8" 8 " 8" 8-0" 2" O MET! ' 0 Ib NI STAFF 5BA1 bxb. ❑ ❑ }❑ El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DISPLAY F IT O '-5" u' 128 L '-I' B.U.4xb o OK GL05 I III " 24 23 � DETAIL 10/b) SH — — JAN R PLAQUES(SE EO O O O �faa&.MEG ANIG 0 te.4 14 32 ��r,. 113 3' R 1 Ib Ib H 501 ATUBE SKYLIGHTS ro4�l-Z5e2=3g69�ivo'9 YoAo 15bZStn �o l rE `1Z ov 112 N Ib M z / GOTG I'-O" y1 NI o e I ?vi;L ocr,OA/oc¢ 5b o"✓E ex, 9FQJi12ED �l0 2afe17 axze�t»e Eti(EP/letil 1oc4,3.LI(4) Q Q E DOG a 114 a o1\ BREAK FOOD STORAGE ❑° � 123 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _< o C QUA O DOG 33 _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ry 11� ISO NI O _ ❑ �F 00 PREP PUPPIES - a ❑ 116 122 ( /�♦ /�♦ /�♦ ( NI NI II M 4'-8" SCe/,J/�isM un�a 41Da fPbuiA cly I Wd 1! a? 64' T-4" REFT N IYI A S• M 2l a� 6 B.U.4xb Ip'-0", 5-0` 8 78cE s 8"g Il'-4 I " 33" G10'-5" 28 J 8 9VaB 81_01 gll -8 J181" 22 I " "2 2 -8 18 -8 -8 8 -8 -1° HVA 2gx� OWORK ROOM 40"� Ib w D Ib K NI HEN A'�S IA GOM 'IvEUT o _ - - - It In LAUNDRY 18 0�` 121 Q C3AD b6�4•7Z79 05 c�FF o y 120 NI P1cx 449t 59 Fr as B.U. bxb - ❑ FREEZER ❑ _� � 1�'\ PET oA A A j 4 NI WASH Cron"iv/-643�5xpr r`~v NEW ARRIVAL' 119 NI r D G 5-8" 4'-0" 4'-0" 4'-0" 4'-0" 4 0" 4'-0" '-0" -0" '-0" -O" -0" -0" '_0" '_011 0" '-0" p Q 2'-6" 5-8" T-4' 4'-4" gl, -------- 1 BATH b'-2" 5-b" I I'-Y GAS METER - i i 25-4' I I 4 OG WALL LEGEND 14'-0" r------UGPd ----- RUSS BEARING) ® 8" " WALL ON CONCRETE WALL® /9s3[F POST SCHEDULE(FOR AUXILLARY T 4'-O A.F.F. � b "5 A 4xb BUILT-UP POST ® b BLOCK INT.WALL(ON FLOOR) ' SERVICE PANELS �+ AND METER/DI5GONNEGT b" CONCRETE WALL TO 4'-0" A.F.F. 28'-0" � B bxb(B.U.POST) ' 2xb WALL(D.F.#2 OR BETTER) VERIFY LOCATIONS W/TRUSS MFG. B 2x4 WALL(STANDARD OR BETTER) 12 2xb WALL(D.F.#2 OR BETTER) W/ ® 3-1/2"SOUND INSULATION d RG FLOOR PLAN CHANNELS(EA.51DE) 2x4 WALL(D.F. #2 OR BETTER) W/ SCALE: I/4' I'-0' ® 3-1/2" SOUND INSULATION d RG CHANNELS(EA.51DE) SQUARE r-OOTAG 5 SHEET TIT OFFICE /ANIMAL CARE 6,435 SF 1-FLPLI LICENSED ARCHITECT AR�12 WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE:. DEC 03 HAVE PRECEDENCE , 2068 ADDISON AVE. EAST (734-4303) pppp,,��+• SHEET NO. SCALED DIMENSIONS. DRAWN BY:,..�•+ VERIFY DIMENSIONS AND CHECKED: RHL NOTIFY THIS OFFICE OF '� 'F IDAHO 83301 ANY VARIATIONS. REVISED: I-9-04 ARCHITECT,CHARTEREDY PR C : A NEW ANIMAL SHELTER FOR: T^" IELY THESE DRAWINGS ARE THE PROPERTY OF THE CITY OF TWIN F14LLS ARCHITECT AND MAY DAHO NOT BE REPRODUCED. -7-fipII.dwg 1-21-04 8:33:2-7 am 1­15T DOOR SCHEDULE NUMBER SIZE TYPE MATERIAL FRAME I HARDWARE GROUP NOTES 4 REMARKS I 3'0" x l'O" SF GLA55/ALUM ALUM GROUP#1 NOTE "A" 2 3'0" x l'O" INSUL METAL METAL GROUP#3 1/2 GLASS I' ERENCE 3 3'0" x l'0" INSUL METAL METAL GROUP#3 /2 GLA55 OFFICE 0d TRAINING - 4 3'0" x l'O° INSUL METAL METAL GROUP#3 I/2 GLA55 CEPTION 5 12'0" x L'O" OHGD MFG WOOD NA 102 103 10l 108 6 3'0" x l'O" INSUL METAL METAL GROUP#3 1/2 GLASS BtOR l 3'0" x l'0" SF 5LA55/ALUM ALUM GROUP#2 L 3'O" x l'0" INSUL METAL METAL GROUP#5 EXTRA DEPTH JAMB REG. 109 .'.'.GAT$.'.'.'.'.'.' q 3'O" x l'O" INSUL METAL METAL GROUP#5 EXTRA DEPTH JAMB REQ. 125 10 3'O" x l'O" 5G METAL METAL GROUP#4 ENTRY '' WAITING II 3'O" x l'0" SG WOOD WOOD GROUP#b W/ I6"xL" DOOR LOUVER 101 ADO 110N """" ""'"" 12 2'b" x (OILY BF WOOD WOOD GROUP#L W I 13 3'O" x l'0" 5G WOOD WOOD GROUP #4 _ ... L 14 3'O" x l'O" 5G WOOD WOOD GROUP#4 0�4KITTENS IS 3'O" X l'O" 5G WOOD WOOD GROUP#4 hIEN�rypl I III ... '.'. '.'.'.'.' .'.'.' .'.'.' .'.' I6 3'Q° x l'O" INSUL METAL METAL GROUP #1 EXTRA DEPTH JAMB REQ. Il 5'1 x l'O" HG METAL METAL GROUP #5 ST 0128 ...... . '.'.'.'4.'.'.'.Q.'.'.'.'�'.'.'.'4.'.'.'...'.'.'.. .. . .. IL 3'0" x l'O" INSUL METAL METAL GROUP #1 EXTRA DEPTH JAMB REQ. .......'.'.'.'.'.'.'.'.'.'...................................................I........I............ . . 115 '® — I6"x8" DOOR LOUVER KEI1.1................... W/ JAN ME Iq 3'O" x l'O" HG METAL METAL GROUP #1 '' ''"' 20 3'0" x -PO" HG METAL METAL GROUP#1 W/ I6"x8" DOOR LOUVER '.'.DOG.'.'. .. DOG'. . '.'. '.'.'.. '.'.'.'.'... '.'.'.'.'.'.'.'. 112 ...... ...... QUA ...... ..................... .. ..'.130.'.'.' _ '.'.'.'.' 129 21 3'O" x l'O" HG METAL METAL GROUP#9 ....................................... ........................................ 11d 113 BREAK ST ❑...�. ..❑...❑....❑....❑...❑...❑ .❑. ❑..❑.. ❑..❑.. '� 22 3'O" x TO" HG METAL METAL GROUP#1 W/ Ib"x8" DOOR LOUVER pRE 23 3'O" x l'0" HG METAL METAL GROUP#1 W/ Ib"x8" DOOR LOUVER I S ......... .......E.... . .'.'. '.'.'. ..'. '.'.. 24 3'b" x l'O" HG METAL METAL GROUP #1 Ill Ilh .. ....... .'.'.'.'...".'.'.'.'.'.'.'.'........ .. 122 123 '.'.'.' .'.'.'.. '.'.'.. '.'.'.'.' .'.'.'.'. '.' .'.'.' 25 3'O" x l'0" HG METAL METAL # W/ I6"x8" DOOR LOUVER ..............................I............... GROUP P .'..................................................... 6" x I O HG METAL METAL GROUP#1 26 2 2l 3'O" x l'0" HG METAL METAL GROUP #4 W/ I6"xb" DOOR LOUVER ...... ..................'.'............ ..' ...................UTHENA3IA.... 25 3'0" x l'0" HG METAL METAL GROUP #4 WORKROOM'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'' ' .'.'.'. °MP ;;'' ''' ''' ''' '' L�yy1p 121 2q 3'O" x l'O" HG METAL METAL GROUP #1 30 3'O" x l'0" HG METAL METAL GROUP#6 118 .:...:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:...... 120 31 2'6" x l'O" HG METAL METAL GROUP #5 .'.'.PET.' .'.'.'WASH .... 32 3'O" x l'O" HG METAL METAL GROUP #b 33 3'O" x l'O" HG METAL METAL GROUP#q ............... .................................... ............. ...............—.—.—. .—.r.—.— 119 .... 34 3'0" x l'0" HG METAL METAL GROUP#1 W/ I6"xb" DOOR LOUVER I ...1'. - ::.......'.'..I................{.: TYPE LEGEND HG HOLLOW GORE 6 PANEL DOOR INSUL INSULATED DOOR 5R 50LID GORE SOUND RE515TANT BF WOOD BIFOLD DOORS SF STORE FRONT SYSTEM 5G SOLID GORE WOOD DOOR FINISH PLAN NOTE "A" NTS ® 3'-O"xl'-O" STOREFRONT DOOR SYSTEM W/(2) I'-b"xl'-O" SIDE LIGHTS AND b'-4" t(MATCH DOOR WIDTH) t TRAPEZOIDAL TRANSOM,(SEE ELEVATIONS). SYSTEM TO HAVE THERMAL BREAKS. HARDWARE SCHEDULE GROUP#1 GROUP #(O EXTERIOR STOREFRONT; CYLINDER LOCK,FLUSH BOLTS,CLOSURE, LEVER HANDLE,STORAGE LOCK,STOP. FINISH SCHEDULE FLOOR LEGEND HANDICAP THRESHOLD,WEATHER STRIPPING. GROUP#1 GROUP#2 LEVER HANDLE,PASSAGE LATGH,STOP RM NO. NAME WALL BASE FLOOR CEILING COMMENTS INTERIOR STOREFRONT,CLOSURE. STOP r - 12"xl2" VINYL TILE u W W h GROUP#3 GROUP #L W W u~RJ�� w Wz �1 LEVER HANDLE,HANDICAP THRESHOLD,HEATHER-STRIPPING,CLOSURE, 51NGLE5.5. KNOB(VERIFY). w (a W F- u H'4 ENTRY LOCK 6 DEAD BOLT,STOP. V Q z r U Q Z 8"x8" CERAMIC TILE GROUP#q Q Q GROUP#4 LEVER HANDLE,PASSAGE LATCH,HDG THRESHOLD, Q O 0 XO "O U0 U01 � ? U � n LEVER HANDLE,OFFICE LOCK,STOP WHEATHER5TRIPPIN0,CLOSURE,STOP. ul ~~ U Q U 0. > > Q ? 5n GROUP#5 Q Q Z Z 0 O 111 X O Eui EPDXY PAINTED FLOORS LEVER HANDLE,CLOSURE,PRIVAGY LOCK,STOP W W Q (L NOTE: SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVALS. 100 ENTRY • • • • 101 WAITING • • • • 102 RECEPTION • • • • 103 OFFICE • • • • 104 COMPUTER WINDOW SCHEDULE 105 WOMEN's RR • • • • 106 MEN'e RR • • • • WINDOW MATERIAL FRAME STYLE MFGs COMMENTS 101 STORAGE • • • • tu 105 CONFERENCE • • • • —1 1--1 (L1L y-y-y 109 HALLWAY • • • • 0 U.�zcalf 0O 0O 1�� 0 Z m m 110 ADOPTION • • • • IK U N N 1�LL tL 0 111 STAFF RR • • • • W 4-q UJ u q X w Z 112 BREAK ROOM • • • • U t( A Q� Q 4 W(f) (3(3cn �U�Uz XmQ_ �QU 113 MECHANICAL • • • • R ?U�O cD 4 Q Q > R-0(3 7 114 SHOWER • • • • X X X X X X 115 JANITOR • • • • B 501 3'6" X X X X X X 116 DOG 150L TION • • • • " X X X X X X Ill DOG QUA NTINE • • • • D 3'O" x 3'6" X X X X X X E 4'0" x 3'0" X X X 115 WORK ROOM • • • • F 4' X X X X in PETROOM • • • • 6 ' X X X X 120 LAUNDRY • • • • H 4'6" x 4'0" X X X X 121 T A IA • • • • 1 50" x 4'0" X X X X 1 2 FOOD 7 • • • • J "' X X X X 123 S • • • • K 14" X X X 124 WI NN • • • • __ 125 CATS t K TT • • • • 126 CAT QUARANTINE • • • • 121 CAT ISOLATION_ • • • • 128 HALLWAY • • • • 129 KENNEL AREA • • • • SHEET TITL 8-SCHED LICENSED jj ARCHITECT WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED A.1 88 HAVE PRECEDENCE OVER r� CHARTERED DATE: DEG 03 I SCALED DIMENSIONS. 2068 ADDISON AVE. EAST (734-4303) DRAWN BY: SHEET NO. ffl VERIFY DIMENSIONS AND CHECKED: NOTIFY THIS OFFICE OF TWIN FALLS IDAHO 83301 ANY VARIATIONS. REVISED: ©2003 BY RHA LIVELY 55 VELY, ARCHITECT,CHARTERED P C : A NEW ANIMAL SHELTER FOR: ._(n�/IL THESE DRAWINGS ARE 8 THE PROPERTY OF THE C I'TY OF TlU IN FR4LLS JOB N0. ARCHITECT AND MAY 0I03 STATE OF IDAHO NOT BE REPRODUCED. 8-schedules.dwg 1-2I-04 8:33:58 om MST J12 � G r,2 14 COLORED METAL RIDGE VENT ARCHITECTURAL ASPHALT SHINGLES (30 YEAR WARRANTY,50 MPH)ON 30#BLDG.FELT("b"NAILED) COLORED METAL SOFFIT, FASCIA,GUTTERS 6 DOWN SPOUTS PL.HT. 2,- -- \ E B U- VINYL SIDING W/DIE CUT O\ Q INSULATION BACKER ---- —it t- •.: p i F.F.® i .. 100-a' 4"TRIM AROUND WINDOWS AND DOORS(CONTRASTING PAINTED GMU WALL ON 4'-0" COLOR) PANTED CONCRETE WALL SOUTH ELEVATION SCALE: 1/4' ■ 1'-0' NOTE: INSTALL COLORED METAL 'SEAMLESS'GUTTER AND DOWN SPOUTS. GUTTERS TO HAVE 'HIDDEN'HANGERS. PROVIDE SPLASH BLOCKS FOR EACH DOWNSPOUT. PROVIDE SHOP DRAWINGS,COLOR SAMPLES, SUBMITTALS AND VERIFY DOWN SPOUT LOCATIONS W/ARCHITECT AND OWNER BEFORE INSTALLATION. "SOLATUBE" SKYLIGHTS B 12 ARCHITECTURAL ASPHALT SHINGLES C., (50 YEAR WARRANTY,80 MPH)ON 14 30#BLDG.FELT("b" NAILED) C 12 COLORED METAL RIDGE 12 5T— - VENT - F COLORED METAL SOFFIT, 13 FASCIA,GUTTERS E D.5. K K -- K �G — PL.HT. -- - - -_- - -- 1107 1 2 - 2 O ECE3 FN O O 2 ���I � I � - :• � � �� VINYL SIDING W/DIE GUT ILIi INSULATION BACKER f I m -- -- F.F.T®-Irob - 100-O (3) WALLPAK5 BEYO PAINTED GMU WALL ON 4'-0" (UNDER CANOPY)VERIFY PAINTED CONCRETE WALL HEIGHT) 4"TRIM AROUND WINDOV`L`� PAINTED GMU WALLS AND DOORS(GO TT�AST�N6 (STANDARD) COLOR) � J PREMANUFACTURED FENCING AND GATES WEST ELEVATION SCALE: 1/4' 1'-0' SHEET TIT 9-ELEyI YA WRITTEN DIMENSIONS R)US5 LIVELY ARCHITECT CHARTERED DATE• DEC 03 HAVE PRECEDENCE OVER I`G068 ADDISON AVE. EAST (734-4303) SHEET N0. SCALED DIMENSIONS. DRAWN BY: VERIFY DIMENSIONS AND RHL NOTIFY THIS OFFICE N CHECKED: THIN FALLS IDAHO 83301 1-e-04 ANY VARIATIONS. REVISED: ®2003 BY RUSS LIVELY TOTAL F'EVISGN ARCHITECT,CHARTERED PROJECT: ANEW ANIMAL SHELTER FOR: BSG THESE DRAWINGS ARE THE PROPERTY OF THE (�!✓ �I= '��IN P,�IL,I..S JOB NO. ARCHITECT AND MAY V 1 0103 5 TE IDAHO NOT BE REPRODUCED. q-elevl.dwg 1-21-04 5:34:44 om MST A COLORED METAL RIDGE VENT iZ ARCHITECTURAL ASPHALT SHINGLES 0LATU13E SKYLIGHTS (30 YEAR WARRANTY,80 MPH) ON _ VENT 30#BLDG.FELT OW NAILED) 5 2 COLORED METAL SOFFIT, FASCIA,GU I I ER5 d DOWN 5POUT5 PL. HT. — --110. I-T/2 i 4 9 VINYL SIDING W/DIE CUT INSULATION BACKER -— F.F. PAINTED CMU WALL CANOPY TO HAVE INTEGRATED GUTTER5 NORTH ELEVATION SCALE: 1/4' I'-0' NOTE: INSTALL COLORED METAL 'SEAMLESS'GUTTER AND DOWN SPOUTS. GUTTERS TO HAVE 'HIDDEN'HANGERS. PROVIDE SPLASH BLOCKS FOR EACH DOWNSPOUT. PROVIDE SHOP DRAWINGS,COLOR SAMPLES, SUBMITTALS AND VERIFY DOWN SPOUT LOCATIONS W/ARCHITECT AND OWNER BEFORE INSTALLATION. B C ARCHITECTURAL ASPHALT SHINGLES 12 12 (30 YEAR WARRANTY,80 MPH)ON 30#BLDG.FELT("b"NAILED) 12 COLORED METAL SOFFIT, 5r FASCIA,GUTTERS d DOWN SPOUTS _0 c, D �' 6 5 i ♦ a F. . I O- O O VINYL I I L SIDING I W/DIE GUT PAINTED CMU WALL ON 4'-0" INSULATION BACKER 0)WALLPAKS$EYO PAINTED CONCRETE WALL NNDER CANOPY)VERIFY HEIGHT) PREMANUFACTURED FENCING AND GATE5 EAST ELEVATION SCALE: 1/4' - 1'-0' _ ri SHEET TIT 10-ELEV2 LICENSED D L7 ARCHITECT WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE: DEG 03 AR•1288 HAVE PRECEDENCE OVER 2088 ADDISON AVE. EAST (734-4303) SHEET NO. SCALED DIMENSIONS. DRAWN BY:�' VERIFY DIMENSIONS AND CHECKED: RHL NOTIFY THIS OFFICE OF '�N FALLS IDAHO 83301 I-e-04 ANY VARIATIONS. REVISED: ©2003 BY RUSS LIVELY TOTAL FEVISION ARCHITECT,CHARTERED : A NEW ANIMAL SHELTER FOR: BSc is I LY THESE DRAWINGS ARE 10 THE PROPERTY OF THE GItY OF tUJIN F,4LLS JOB N0. ARCHITECT AND MAY 0103 Si E O IDAHO NOT BE REPRODUCED. 10-elev2.dwg 1-21-04 8:35:06 am MST P.E."JACK'TRU55E5®24"O.G. 2-0" 2'-0" I I P.E.METAL CANOPY P.E. "JAGK" TRUSSES 14"50LATUBE I _ ® 24"O.G. SKYLIGHTS(TYP. I I-'1/8" BGI/450'e ® I ' I I I I I I I I I P.E.TRUSSES®24"O.G. OF(5)) 1 I 24"O.G. 13 1 I I I I I 1 1 I I L T-O' Lu -- — — -- ——— — -- ----------- II I I I I 1 1 i �Q I I I - - III I I I I I II I I O 11 I RIDGE VENT -- IZ W I I I I 01 I 1 I I I II O - -------- ----- -- -------- -- ----- -- ----- I I I I I II ---- -- P.E. "SCISSOR" TRU55E5® 2411 O.G. FRAME ABLE END(2x6's - I G W ------ -------- ----- --- ------- ------- 11 i i I I I i ii e I��O.G)HOLD DDOOM N - I I I I r -- 5-1/2'AND RN LOOKOUTS B-11 - ----- -------- - --- -- --- " OVER. ---- -- __ ___- NOTE,AUXILLARY II RIDGE VENT BEARING POINTS (TYPICAL OF(5)) 4 --- N� ---- ------- - -- -- -- - SEE F'ND 111 1 I E{� LLJ YAA Q -- -2-1 ------------- i t I I I I I I I I N 1 I —II I 1 1 1 I 1 I I 1 1 I - u - -- ----- - -- --- III I I I I 1 1 I I 1 1 1 I 1 1 I i 1 1 I I I 1 I I O 4 QQ ------- -- -- ,II 1 I ----- I 1 1 1 .--- 1 I I I I 1 i 1 I 1 I 1 I _ " I i I I II. . . . . . . . . . . .. . 1 1 ' ------- ------ --•',J111 RIDGE VENT .I __�__�, I I i Q III I I 1 I .ir 1 1 I 1 1 I i 1 I I I I I I I 1 1 I 1 1 1 1 1 1 I Ir 1 - - - - - - -- ------�- --------- I I __. . I I I .r . . -• 1 I I I I I . . . . .-. ° ' -.. i I f r tY . tb IS). ... . .' ' r .1 I 1 I 1 1 I RIDGE VENT I I I I . . . . . . ...I� -. 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I RuC�'`7 DEJICI V III WOOD 5EAM1 1 SCHEDULE Q TOP CHORD DESIGN:I - WIND LOAD = q0 MPH B-1 1-3/4"x14"VERSA-LAM I 1 I 1 1 I 4 SNOW LOAD " = 25 PSF , .� •, DEAD LOAD ,2'-0' = 12 P5F B-2 5-I/4"xll--i/8"VERSA-LAM TOTAL DE51ON LOAD(TOP CHORD) = 37 P5F P.E."J GK"TRU55E5®24"O.G. BOTTOM GHORDI TYPICAL HEADER 15 5-1/4"x4-1/2"VERSA-LAM DEAD LOAD = 12 PSF UNLE55 NOTED OTHERWISE B NOTES: CONC, 5EAM SCHEDULE 12 1- SUBMIT SHOP DRAWINGS TO ARCHITECT,(STAMPED BY ENGINEER),FOR APPROVALS BEFORE FABRICATION. (4) #5 HORIZ.REBAR TIED TO(2) #5 VERT. ROOF FLAN 2- USE HURRICANE CLIPS ON EACH END OF EACH TRUSS. REBAR® EACH 51DE OF ANIMAL DOOR SCALE: 1/4' . I'-0' ® 3- ALL TRUSSES TO HAVE I'-0' INSULATION HEEL UNLESS I }-� NOTED OTHERWISE. LINTEL SCHEDULE L-I TYPIGAL LINTEL 15 8"LINTEL W/(2) #4 REBAR HEET TITL LICENSED 11 ROOF _•p ARCHITECT HAVE WRITTEPRECEDENCEN OVER RUSS LIVELY ARCEMCT, CiHARTERED DATE: DEC 03 AR-12 8 SCALEDDIMENSIONS. 2068 ADD AVE. EAST(734-4303) DRAWN BY:� SHEET NO. NS AND NOTIFY THIS OFiCE OF ram* L� CHECKED: RHL ANY VARIATIONS. 1 n�, r� IDAHO 83301 REVISED:.L-S-O4 02003 BY RUSS LIVELY TOTAL REVISION ARCHITECT,CHARTERED PROJE : ANEW ANIMAL SHELTER FOR BSc RUS VELY THESE DRAWINGS ARE THE PROPERTY OF THE C I*\/ Or- TI I f IN FALLS J\LLS JOB NO. ARCHITECT AND MAY L,/ I T W Imo{ rJf�il 01ta3 STATE IDAHO NOT BE REPRODUCED. II-roof.dwg 1-21-04 G:03:Iq am MST PL.HT. 1 O- 12'r 100�-0'r ,r A ,5U L D INCH SECTION (NORTH/SOUTH) 12 SCALE: 114' 1'-0' F D 13 13 Y UNIT IN A IG .A,PLL_HT.0 — — T IIV'-l2m, F.F. -0 r- ,BUILDING SECTION (EAST/IUEST) 1l SCALE: 1/4' • 1'-0' "50LATUBE"SKYLIGHT H 14 T.O.M. GUTTER b DOWN SPOUT ON CANOPY J. 1/4".P— — �v I SHEET TITL 12-SECT 12'-0° LICENSED ARCHITECT WRITTEN DIMENSIONS R)USS LIVELY ARCffiTECT, CHARTERED DATE: DEG 03 AR1288 HAVE PRECEDENCE OVER I`G088 ADDISON AVE. EAST (734-4303) SHEET NO. SCALED DIMENSIONS. DRAWN BY; VERIFY DIMENSIONS AND T �.*T� TTAHO 83301 CHECKED: RHL NOTIFY THIS OFFICE OF t1LW 11/ Clal - ANY VARIATIONS. REVISED:I-B-04 Yl-�BU I L D I NCB SECTION KENNEL AREA) 02003 BY RUSS LIVELY TOTAL REVISION I2 SCALE; I/4' 1'-0' ARCHITECT, DRA C A ERED PROJECT: NEW ANIMAL SHELTER FOR SSC 5 VEIY THE PTHESEROPERTY OF THE ARCHITECT AND MAY I C I I*`/ OF IIWIN PALLS JOB N0. 0103 SATE CIF IDAHO NOT BE REPRODUCED. 12-5ect.dw9 1-21-04 11:03:3G om MST ARCHITECTURAL ASPHALT SHINGLES (50 YEAR WARRANTY,80 MPH)ON 30#BLDG.FELT("b"NAILED) ARCHITECTURAL ASPHALT SHINGLE5 PRE-ENGINEERED TRUSSES® 24" (30 BAR NALRT("6"RAILED) MPH)ON O.G.W/I'-0" INSULATION HEEL OV 2x6 RAFTER TAILS o 24" HURRICANE CLIPS ON EA.END OF PRE-ENGINEERED TRUSSES® 24"OG. EACH TRU55) END OF EACH TRUSS)RE ICANE CLIPS ON EACH 12 12 — I5 R-36 IN59L.MAINTAIN 51—qA SOLID INFILL PANELS(EA.SIDE) 5/5"PLYWOOD SHEATHING 1-1/2"AIR SPACE® ENDS INSULATION BAFFLE Sf 12 5/8"PLYWOOD SHEATHING II-l/8"BGI 450's® 24"O.G. 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VINYL SIDING W/DIE-GUT 4 12"FROM EACH END 4 INSULATION BACKER 4 HOLD FOUNDATION DOWN AND '7/16"O.S.B.EXT.SHEATHING POUR FLOOR 5LA13 OVER 1/2"EXPANSION JOINT W/15#FELT OR APPROVED 4"CONCRETE SLAB ON 3" (TYP.® ALL DPENIN65) W/SEALANT HOUSE WRAP PEA GRAVEL AND cI596 COMPACTED FILL(REGE55 4"CONCRETE SLAB ON 3" 2x6's OF#2 OR BETTER). 1/2"t FOR TILE INSTALLATION 4"GONG. PEA GRAVEL AND COMPACTED FILL ® I6"O.G.W/R-IcI BATT IN5UL. (VERIFY 1N/TILE INSTALLER)) 4 VAPOR BARRIER RADIANT TUB NG TI ED D TO FCERAMIC TILE REBAR MAT(#3 BAR E.W. ® Ib"O.G) GALVANIZED "Z"FLASHING F.F.o (TYPIGAU F.F.® F.F. �O1_�r --- — 8"MIN,SLOPE AWAY FROM — ----T&0(5 ' � u i0 iq - - u p 3"PEA GRAVEL II�IITI—I BUILDING® 2A5 FOR 10'-O" �, l �—II-11I 11JI �I 1=1ll1 ���II FOR LEVELING COURSE T T �� iil IIII-Illlulil-Ill IlTIIM II ullJlll IIII -I III ulu_ ITS-11�I1=T=1T� S = I- "III=_IIII=IIIII II III I — =I' SEE SHEET 5 FOR _ =I — II1911111=' �1III ;—III`— I/2'EXPANSION JOINT =11111111=1�1=IIIIIIIII-1 11111111=IIII 1=IIIIIII W/SEALANT(TYP) IIII IIII °IIII=IIIII ill' FOUNDATION INFORMATION III —�1LI 1111 111— ' -IIIII—P' III ILI I 1=IIII I=ILIA=LLII 1=IIIII=11111 1111 I I IIII—�rIt 1=1�= 1������--II e 1III� I �����I— —II' =1r�=1r�— I �I�� III 11111 111 11111 IIII-ill"=1 IIIII- 17�1111=IIII—I 2x6 R.W.SILL PLATE W/ -IIIII—II III u_ I �Tf=""' -IIIIIilll=l lllli' III°• IIIII IIIII=IIIII=1fI SILL SEAL 4 1/2"Oxlo"A.B. —ICI IIIII-1 IIJ --III IIII III (W/WASHER)® 4'-0"O.G. =I II_=lP' ENGINEERED FILL TO .Y i _i IIII I— 4 12" FROM EACH END SEE SHEET#5 FOR g5A5 COMPACTION FOUNDATION (INFORMATION 1/2"EXPANSION JOINT W/SEALANT 4"RIGID INSULATION \F - TYPICAL® RADIANTS I FLOOR HEAT LOCATIONS D SECTION (im TYf-.WALL) SECTION (- ENTRY WALL) ^SI=C Iy-ION 13 SCALE.3/4' . 1'-0' 13 SCALE: 3/4' 1'-0' 13 SCALE:3/4' - 1'-0' SHEET TIT =J LICENSED p p ARCHITECT WRITTEN DIMENSIONS RUS5 LIVELY ARCHITECT, CHARTERED DATE' DI=G 03 AR-1288 HAVE PRECEDENCE OVER 2088 ADDISON AVE. EAST (734-4303) SHEET NO. SCALED DIMENSIONS. DRAWN BY: VERIFY DIMENSIONS AND CHECKED: WL NOTIFY THIS OFFICE OFF FALLS IDAHO 83301 ANY VARIATIONS. REVISED: ARCHITECT.CHARTE EDY RO : A NEW ANIMAL SHELTER FOR: 13 THESE DRAWINGS ARE }�� THE PROPERTY OF THE /�I��/ O� II I I I�f P,4LLS JOB N0. ARCHITECT AND MAY CITY I �/ 0103 $ TE F IDAHO NOT BE REPRODUCED. 13-5ect2.dwg 1-21-04 G:04:2G om MST ARCHITECTURAL ASPHALT SHINGLES ARCHITECTURAL ASPHALT 5HINGLES (30 YEAR WARRANTY,80 MPH) ON (30 YEAR WARRANTY,80 MPH)ON 30#BLD(5.FELT 06"NAILED) 30#BLDG.FELT("b"NAILED) PRE-ENGINEERED TRUSSES® 24"O.G. PRE-ENGINEERED TRUSSES® 24"O.G. (USE HURRICANE CLIPS ON EACH (USE HURRICANE CLIPS ON EACH END OF EACH TRUSS) END OF EACH TRUSS) 5/8"PLYWOOD SHEATHING 5/8"PLYWOOD SHEATHING 12 15 INSULATION BAFFLE 12 15 INSULATION BAFFLE 50LID BLOCKING SOLID BLOCKING R-55 INSULATION(MAINTAIN R-35 INSULATION(MAINTAIN 1-1/2"AIR SPACE® EN05) T.O.M. ® 1-I/2" AIR SPACE® ENDS) T.O.M. --- - ® III0'-O"� 5/8"GYPBD COLORED METAL 5/8"GYPBD GUTTER5 8 D0WN5POUT5 PAINTED Ix4 TRIM PAINTED Ix4 TRIM 2x8 R.W.PLATE W/I/2"m A.B.m 1-1/8"xb" E 1-1/8xi0"PLYWOOD 1-1/8"xb" d I-I/5xIO"PLYWOOD FASCIA W/COLORED METAL 2xb R.W.PLATE W/I/2 AB.® FA56IA W/COLORED METAL 48"O.G.(# 12"FROM EACH END) WRAP 48"O.G.(b 12" FROM EACH END) y.IRAP COLORED METAL SOFFIT COLORED METAL SOFFIT (I/3 PERFORATED) (143 PERFORATED) P.E.CANOPY 8"PAINTED GMU WALLEI I b"PAINTED GMU WALL (SOLID GROUT,TYP) #5 VERT BARS® 52"O.G. (SOLID GROUT,TYP) #5 VERT BARS® 52"O.G. TYPICAL BOND BEAM TYPICAL BOND BEAM W/(2)#5 REBAR GONT W/(2)#5 REBAR CONT HORIZ. 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EAST (734-4303) DRAWN BY: IMENSIONS AND CHECKED: THIS OFFICE OF TWIN FALLS' IDAHO 83301 REVISED: IATIONS. TOTAL VISON BY RUSS LIVELY �CJG SCT,CHARTERED PROJECT: ANEW ANIMAL SHELTER FOR:RAWINGS ARETHE PRPERTY OF THE v 1�¢'I I J� ARCHITECT AND MAY CITY I O� I �/I� {o01�L JOB N0. 0103 S TEO ID O NOT BE REPRODUCED. 14-sec,t3.dwg 1-21-04 G:04:56 am MST •S .... O O � •�` ��� O O CEILING SLOPES a ! ,. .. a •.8 b.A.(=.�. ®B-Ei.A.F.F. .. ... ;, '.. T a, I F--.7, N +S ,. .L' 7.O5. , aL • i• O O „ O J ' m 8 b A F.F 7 . M1 , '•L• v v • v , \.. v , V • Yell r i t .. • v ... ... • .. , y''•• • ••������ O .y .. ., , .. ...• .. .. :i. Y O .� E55. % O } „! ..r .. 41 .. t.. y{ .. :. .,.:....,•;•., CEILING SLOPES a .:• �t-y n• 1II�LLYYY ••••'J•v, r I�LYY n• ,,• , '',,a .. .. • r '•F.,,•ITr'r+.'^ .. �r.T��..�r..I+• •.Y.t ..�v t.•J Y..:' G`r'PRD. NOTES: "}':.�: I;.•.±:: ENTIRE 'LID'TO RECEIVE(1)LAYER 5/8' GYPSD,TAPED BEFORE ANY SUSPENSION OR FURRING DOLLN OF CEILINGS OCCUR LEGEND SUSPENDED CEILING® 6-6" A.F.F.(2'x2' GRIDS, d SLT EDGE PANELS) (GOLOR BY = y t OWNER b ARGHITEGT) Q r ® �+^ ••�- }'� TAPED,TEXTURED AND REFLECTED CEILING PLAN PAINTED GYPBD CEILING ® F' 10'-0" UNLESS NOTED OTHERNI5E SCALE: I/d' 1'-0' HEET TIT LICENSED .T- � LLED EEH ARCHITECT WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERE =J) D DATE: D9C m3 AR•1288 HAVE PRECEDENCE OVER DRAWN BY:� SHEET NO. scA�Eo o1MENSIONs. 2068 ADDISON AVE. EAST (734-4303) VERIFY DIMENSIONS AND RHL NOTIFY THIS OFFICE OF '�"� ri'Ai,T IDAHO 83301 CHECKED: ANY VARIATIONS. REVISED: ARCHITECT,CHART REDY PROJECT: A NEW ANIMAL SHELTER FOR: Us$ E Y THESE DRAWINGS ARE }. THE PROPERTY OF THE c(lr�/ ®r- IrI I III► I r 1L L.Ls JOR N0. II ARCHITECT AND MAY t,./ I 1dJ ILL ISM �Im3 STATE OF IDANO NOT BE REPRODUCED. 15-rofcIg.dwg 12-I4-03 3:4c:5a pm MST PAINT CEILING 4 NALL ABOVE FRP TO CEILING PAPER TOWEL 5/4"H.D. BOARD W/ DISPENSER PLASTIC,LAMINATE ON 48"MAX FRP PANELS TO 4'-0" IV3'-6" FROM FLOOR MIRROR 3'-0" b' ON ALL(4) NALL5 3/4"PLYWOOD TO CONTROL OF RE5TROOM OAK EDGE 24.00° PROVIDE 2X5 BLOCK'G IN WALL FOR GRAB BAR SUPPORT 3/4"PLYWOOD — c TOILET PAPER Q v Q o OPEN ° m m OPEN o OPEN P OPEPI PLYWOOD H/SOLID WOOD HOLDER o (2) LAYERS 3/4"VENEERED �F I "v_ mr, v 12"xl2"VINYL TILE �' 3/4'OAK VENEERED- N ` FADE H/6" COVED RUBBER PLYWOOD 1�1 BASE FLANGE GONERS 1'-6' LEGAL LEGAL (TYPICAL) 5'-0"CLEAR 2x4's® 16"O.G. (2)LAYERS 3/4"VENEERED NOTE: PLYWOOD H/SOLID WOOD NOMEN's RE5TROOM 15 A MIRROR IMAGE 2x4 R.W.SILL PLATE FACE OF THESE ELEVATIONS. CONTROLS FOR SHOT TO GROUND H/"HILTI" TOILET TO BE ON OTHER 5IDE OF ONE TYPE FASTENTERS® 24"O.G. � 5HONN ABOVE.MOT NEXT TO NALL) E L E VAT I ON .MEN-. REsTRoom ^E L E VAT I ON .MEN'e RESTROOM ZA-VE L E VAT I ON • RECEPTION ^ ELEVATION • RECEPTIoN E L E VAT I ON •RECEPTION SCALE : I/2' • 1'-0' _&GALE , 1/2' - 1'-0' `� SCALE : 1/2' ■ 1'-0' " SCALE : 1/2' - 1'-0' SCALE : 1/2' • 1'-0' W3630 N4M M630 M630 UNITR CORNER KEYED LOCKS %y UNIT ISM_ C14 MIRROR -- -- 14"DEEP Izz' PLASTIC LAMINATE PLASTIC,LAMINATE a a� 4 BACK SPLASH BACK SPLASH 4 4 � N fV BACK SPLASH iv -��\---- ---- �- Q PLASTIC LAMINATE =m BACK SPLASH _ F­7_7711­—._� \\mmmmn m� N � � ❑ m \ m � in m �� �. � \\ m BV542 5VDI8 BV33 Bib BD18 8536 5536 B24 5024 I B36 5024 LAZY 56AN LAZY 5U5AN 5542 5TORAGE 521 BD21 CORNER GAB INFILL PANELS AS REQUIRED THE5E BASE GABINET5 ARE 6-0"DEEP) I 1 6-0" ELEVATION •STAFF RESTRoom E L E VAT I ON ! 'CAT' ROOM ELEVATION • 'PUPPIES'ROOM � E L E VAT I ON e 'EUTHENASIA'ROOM E L E VAT I ON s 'EUTHENASIA' ROOM ELEVATION 'LAUNDRY' SCALE : 1/2' - 1'-0' SCALE : 1/2' • 1'-0' " SCALE : 1/2' 1'-0' ' SCALE : 1/2' - 1'-0' '' SCALE : I/2' 1'-0' SCALE . 1/2' - 1'-0' 2x4's (D.F. #I) 3/4" PLYWOOD SHELVING i PLASTIC LAMINATE BACK SPLASH H2730 N2M W2430 H2430 W2430 H2430 M1515 Q N4530 K2130 P0630 H2130 M630 N2130 112130 -- --•,\ J- --�� i-- - �L-- --mac - /- -\ - M EE lz N \ � N24"DEEP N � GN ° PLASTIC,LAMINATE o ? a' - PLASTIC LAMINATE w _ PLASTIC LAMINATE BACK SPLASH :o 0 OO ; OO .- .... = 4 BACK SPLASH BACK SPLASH CN 4 / \ DRYER KA9HER :o CORNER GAB 5536 521 B024 B536 BD24 B21 REFRIGERATOR 4'-6" 4'-6" 4'49° 524 5024 8536 8530 5021 536 5021 536 5021 B21 :L E VAT I ON 'LAUNDRY' �_ ELEVATION 'FOOD stORACsE/PREP' E L E VAT I ON 'FOOD STORAGE/PREP' �E L E VAT I ON 'PET WASH' E L E VAT I ON 'WORK ROOM' j L SCALE 1/2' ■ 1'-0' SCALE : SC 1/2' F-0' " WALE . 1/2' 1'-0' O SCALE : 1/2' ■ 1'-0' r SCALE : 1/2' 1'-0' ADJUSTABLE 5/4"PLYWOOD GA5[NET NOTES: "VENEERED"SHELVES N/RECESSED SHELF STANDARDS 4 METAL CLIPS I. FIELD VERIFY EXACT 51ZES AFTER HALLS 4 DRYWALL ARE INSTALLED. 4. PROVIDE ADDITIONAL LAYER 3/4'PLYWOOD(UNDER COUNTER TOP) 4 OAK SUPPORT RAILS o KNEE SPADE LOCATION5.VERIFY Ix2 BEVELED N3615 N2430 W2130 W2130 IQ"DEEP 2. VERIFY ALL ELECTRICAL DISTRIBUTION,TELEPHONE,COMPUTER d ANY OAK EDGE COVERAGE. PLASTIC LAMINATE BACKSPLASH UNDERCOUNTER LIGHTING H/ONNER. � ( 5. "FUR"UP CABINETS® ANY TILE,LAMINATED WOOD OR SOLID WOOD FLOOR LOOKERS(N.I.G) PLASTIC LAMINATE W/OAK 3. ALL"CARCASS"CON5TRUGTION TO BE 3/4""VENEERED"PLYWOOD(ALL LOCATIONS. VERIFY W/FLOORING CONTRACTOR AND ARCHITECT BEFORE 17 EDGE OVER 3/4"SUBSTRATE INTERIORS TO BE MELAMINE). DRAWER GOPLSTRllGTION TO BE I/2"SOLID SETTING CABINETS. WOOD FRAME.DRAWER# DOOR FACES TO BE 3/4"(MIW OAK"FLUSH 6. PROVIDE SHOP DRAWINGS L SUBMITTALS TO ARCHITECT FOR APPROVALS PANEL"DESIGN. COUNTER TOP MATERIAL TO BE PLASTIC LAMINATE ON MIRROR - 2''1" 3/4"H.D.PARTICLE BOARD W/ix2 BEVELED OAK EDGE.USE"BLUM"FULL BEFORE FABRICATION. Q 50LID WOOD FACE FRAME,DOOR EXTENSION DRAWER SLIDES,"BLUM"EUROPEAN CONGEALED HINGES,d PLASTIC LAMINATE acr4, 4 DRAWER FACES(TYPIGAU BRASS PULLS.NERIFY). BACK SPLASH — SOLID WOOD DRAWER FRAMES ADJ1,15TABLE 3/4"PLYWOOD "VENEERED" SHELVES W/RECESSED SHEET TIT SHELF STANDARDS E METAL CLIP5 3x3 TOE SPACE LICENSED ARCHITECT "FUR"UP CABINET AS REG.TO WRITTEN DIMENSIONS RUSS LIVELY ARCffiTECT, CHARTERED DATE: DEC 03 AR:288 2'-O" HAVE PRECEDENCE OVER MATCH FLOORING(VERIFY) SCALED DIMENSIONS. 2088 ADDISON AVE. EAST (734-4303) DRAWN BY:_@W SHEET N0. REFRIGERATOR 524 5536 B021 B21 BV536 BVDIS BV21 VERIFY DIMENSIONS AND CHECKED: RNL NOTIFY THIS OFFICE OF REVISED: 5/4"PLYWOOD CON5TRUGTION TWIN FALLS 0 83301 INFILL PANELS AS REQ. ("VENEERED",TYPICAL) ANY VARIATIONS. 02003 BY RUSS LIVELY ELEVATION 'BREAK Room' E L E VAT I ON woWER Room ARCHITECT,CHARTERED EC : ANEW ANIMAL SHELTER FOR: RU ��ar THESE DRAWINGS ARE THE PROPERTY OF THE /■I I I I f I i Q SCALE : IR' • 1'-0' R SCALE . I/2' ■ 1'-0' A SECT I ON'TYPICAL CABINET ARCHITECT AND MAY `j I�Y TWIN I� ��,.i.s 0103 � JOB N0. I7 NTS NOT BE REPRODUCED. nn I6-intelevl.dwg 12-1,1-03 3:50:53 pm MST P-15 P-Ib HOT 4 GOLD vi 2 WGO COTO FD FD I I P-10 - FD - � I I P-4 p'4 P-a4-iD P-9 FD - FD I P-5 FD P-2 P-I FD P-I - P-I5 I I:10 FD TRENCH DRAIN(TYP) P-6 --_- - WG0 P-12 P-b P-3 P-Ib HOT 4 GOLD P-Ib P-I6 HOT 4 COLD P-Ib 1 I P-7 P-10 I I F� P-13 P-4 I I 5- - • -W - • - • - • - • - • -W- • FD -3 -10 P-2 FD GOTG P,_8 o I P-I6 HOT 4 COLDS p I6 P-Ib HOT 4 COLD P-Ib GOTG _ � _ � _ _ _ _ _ 5 - 5 - 5 FD FD GOTGL FD FD P-10 P-, I I P-I6 HOT 4 GOLD I P-15 HVAG 1 COMP - - - I GOTG FD 1 I I FD F-1 WGO � P-10Li Li Li u u Li u u / P-1 ` HOT 4 COLD P-1 --_ - P-Ib GOTG - - - F� - P-10 P-10 FR05T FREE YARD HYDRANTS 7� WOODFORD MODEL Y34(3/4" NPT) GA5 METER i(TYPICAL OF(10)) FD �- - - - - - - -�U PROVIDE HOT 4 PLUM51NG SCHEDULE GOLD WATER FOR PET WASH,VERIFY FOG TOILET,KOHLER'Hl6HLINE'PRE5�.�M LITE,(K-3544),'LU5TRA' REG.W/MFG. P-I SEAT,(K-4652),OPEN FRONT,Ib 6PF,12'RO%H IN. STANDARD TOILET,KOHLER'WELLWORTH'PRE59M LITE,(K3458),P-2 t�,��"SEAT,(K-4652),OPEN FRONT,Ib GPF,12'ROUGH IN. FL UMB I NCB FLAN AN SCALE: 1/4' I'-0' P-3 LAVATORY,KOHLER"PENNIN6TON°,(1<21964),VV 4"CENTERS. (TO MEET ADA 6111DELINE5). P-4 WALL W46 LAVATORY,KOHLER'GHE5NVJ<E',(K-1124)W/4'GENTERS. (TO MEET ADA GUIDELINES). p_5 LEGEND BOBRICK 6RAB BAR,3b'(B-b8Obx3b) WGO WALL GLEAN OUT " i� • P-b BOBRIGK GRAB BAR,42'(B-6806x4?) GLEAN OUT TO GRADE,PROVIDE FLUSH GOTG BRA55 COVER PLATES EXCEPT® GRA55 51N6LE BOWL 51NK,KOHLER'BALLAD'(K-3258-4)STAINLE95 STEEL AREAS. P-7 W/TRITON FAUCET(K-1821-K/K-I6010-5),W/VRIST BLADES, SINK STRAINER'DUOSTRAINEW(K-8801/03/04.' DOUBLE BOWL 51NK,KOHLER'BALLAD'(K-3246-4)STAINLE56 STEEL P-8 W/TRITON FAUCET(K-1821-K/K-Ib010-5),KI NR15T BLADES, SINK STRAINERS"DUOSTRAINER'(K-8801/03/04.' 511,16LE HANDLE LAVATORY FAUCET,MOEN'CHATEAU",(1-4621),CENTER SET, P-Q LEVER HANDLE,METAL DRAIN SYSTEM,4'CENTERS 4 1/2'IP5 CONNECTIONS. (CHROME FIN15W 51N6LE HANDLE KITCHEN FAUCET,MOEN"(HATEAU",0460),NU MATGHING P-10 FINISH"PROTEGE'SIDE SPRAY,4-1/2'SPOUT REACH,4 HOLE APPLICATION, AND 1/7 IP5 CONNE(TIONS.(CHROME FINISH) PRE55ME BALANCED SHOVER SYSTEM,MOEN'P051-TEMP'SYSTEM OW), P-12 INCLUDES:HAND HELD SHOWER,b9'METAL HOSE,30"SLIDE BAR,DROP ELL SHEET TITL WAIL BRACKET AND VACaH BREAKER. PI-PLUMB P-13 80 GA.GAS WATER HEATER "SANDBLASTER SBF"BY STATE INWSTRICS, J LICENSED ARCHITECT INC., MODEL 5BF80 IQQ NE,RM15H RELIEF VALVE. AR-1288 7VARIATIONS. DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE: DEG 03 ECEDENCE OVER SHEET NO. JANITOR's SINK,KOHLER'N4HITBY"(6"110),W/WIRE RIM GUARD,(K-8940) DIMENSIONS. 2068 ADDISON AVE. EAST (734-4303) DRAWN SY: P-14 FAST W/HOSE,(K-M28)AND STRAINER KAI46) IMENSIONS AND CHECKED: (- THIS OFFICE OF ' ri' �' IDAHO 83301 I-9-m4 IATIONS. REVISED: BY RUSS LIVELY 70TALVI51GN p_15ANTI-SIPHON,FREEZELE55 WALL FAUCET,WOODFORD MODEL IT, CT.CHARTERED PROJ C7: ANEUI ANIMAL SHELTERFOR: BSCEr W/GP INLET AND REMOVABLE"T". RAWINGS ARE THE PROPERTY OF THE I��/r r Or- TWIN W I I IN s���� JOB NO. 0103 5 E AHO ARCHITECT AND MAY O ID P-Ib HOT 4 GOLD FREEZELC-55 WALL FAUCET,WOODFORD MODEL 22 NOT BE REPRODUCED. C W/ATTACHED VACUUM BREAKER. pl-plumb.dwg 1-21-04 9:23:10 om MST 4'x24 bx6 EGGGR ATE RET URN SHOEMAKER TYPE 600 I50 --- 4"x24 4"x24 125 7 125 '7 6 ELEGTRIG BA5EB0ARD HEATER W/THERMOSTAT 10° 8 8x8 12" 4'x24 6" — 8" I50 6° e bx6 4"x24 ?" e 200 -j" 4'x24 ri Obx(? 4'x24 100 24"x24" EGGGRATE 8x8IF r RETURN,SHOEMAKER 120 200 TYPE HL 10" 15-3/4"x24-1/2" RETURN DUCT DOWN TO LENNOX PGO-12G bx6 7" 5p 12x12 12x12 12x12 12x12 12xi2 AIR PURIFICATION SYSTEM 1" E 180 I80 15 I80 I80 a0%TWO 5TA5E GAS FURNAGE bx6 5 APPROX I b"x3O"FAN TO RUN 50 5" ri 16" CONTINUOUSLY 0 �16" 0 3ox22 5.. �„ bx6 2100 30 20" 12" 8 14" FROM HEAT RECOVERY -- 150 GFM W/MOTORIZED H SPIRAL DUCT IN DAMPER5(CLO5ED DURING k rrm. - UNOCCUPIED HOURS) 8" 20" I 20" z2r TRUSSES 150 GFM 14" IOx10 OxIO bxb 12" S'1 240 bxb S 11, 20" Sp 240 O° f0 — 20" 6 10" �p. o o e bxb � 8x8. 'P' Sx8 10" H 12" o — — — — — — 20" a0 110 120 12x12 12x12 12A2 12xI2 12x12 ISO 150 160 I80 180 lo" 12" bxe HVAG 8 8 120 INTAKE COMP 3200 GFM o80 150 22 22 I HEAT RECOVERY ON e UNIT IN ATTIC, I 7 0 ic 0 L — — 8x8 4"DRYER VENT BY THI5 GONTRAGTOR Ilo ED � — — 6- - - - - - - -U EXHAU5T 3200 GFM TO BE LOCATED BY ARCHITECT NVAC PLAN MUST BE 15'-0" APART MINIMUM SCALE: 1/4' 1'-0' APX.22"mOR EQUIVALENT 5GUARE LEGEND 4 WAY SUPPLY Lnsl % 2 WAY SUPPLY RETURN o�Q55�uAr,AN 4 � �) I6xb DOOR LOUVER OF Lor�Lly� A. \�I —O MOTORIZED DAMPER SPIRAL DUGT WRAPPED W/R8 DUCT WRAP � SHEET TIT LICENSED �� FLEXIBLE DUCT,R 6.0 MIN ARCHITECT WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE' DEG 03 AR 8 HAVE PRECEDENCE OVER DRAWN BY:� SHEET NO. SCALED DIMENSIONS. 2088 ADDISON AVE. EAST (734-4303) RHL VERIFY DIMENSIONS AND t` T� a CHECKED: NOTIFY THIS OFFICE OF q''�Irj FALLS IDAHO 83301 REVISED:I-S-04 ALL DUGT TAKE-OFFS TO BE 45 DEGREE ANY VARIATIONS. TOTAL 1;�EVISICN TAKE-OFF W/VOLUMN DAMPER ®2003 BY RUSS LIVELY BcJG RU S ELY ARCHITECT,CHARTERED PROJECT: A NEW ANIMAL SHELTER FOR: ALL JOINTS TO BE 5EALED W/HARDGAST KA ESE DRAWINGS ARE E PROPERTY OF THE CITY TWIN }�� f� 0103 T1 F IDAHO "IRONGRIP° #601 CHITECT AND MAY �/I I ( O� I W I I VI�1�� JOB N0. OT BE REPRODUCED. ml-hvac.dwg 1-14-04 2:45:55 pm MST Y , cV 7T IV • 2' G O 2' .G O 290 ll 264' OHill O rn 310' O O O V L_I ® 244' � � 2 IB" q 4 — O - _ _ =o = _ - - — J 1 00 zao' 280' G I I $ G I o 2 G O 2I0' 164' 290 O HVAG 204' D COMP 2 G I V I O W pry I N OH e O O 240' Li Li u Ll 41 o — 2 12'O.G. RADIANT FLOOR PLAN SCALE: I/4' = 1'-0' NOTES OI RUN 5/4"PEX LINE IN SLAB TO 5EN50R CATION.LOGAP END OF PEX. EXTEND OTHER END UP INTO MANIFOLD LOCATION. SLAB TEMPERATURE 5ENSOR TO BE INSTALLED IN THIS PIPE AFTER CONCRETE POUR. TIE END OF PEX AT EGTUAL DISTANCE BETWEEN FLOOR HEAT LOOP5. O0)LOOP MANIFOLD,(IN WALL) W/AGGE55 PANEL O (5)LOOP MANIFOLD o�s�Nti F� O ` 6 3/4"PEX DISTRIBUTION PIPING UNDER SLAB. A. HEET TIT LICENSED ARCHITECT WRITTEN DIMENSIOS HAVE PRECEDEN EN OVER RUSS LIVELY ARCHITECT, CHARTERED DATE: DECq ro�.�s AR. & SVERIFY CALED DIMENS IMENSI ONS, AND 2088 ADDISON AVE. EAST (734-4303) DRAWN BY:,.,� SHEET N0. NOTIFY THIS OFFICE OF L� CHECKED: RHL ANY VARIATIONS. TM r� IDAHO 83301 REVISED: o ®CH�ARCHITECT.DRAWINGS ARE PROJECT: A NEU!ANIMAL SHELTER FOR: USL Y THESE DRAWINGS ARE THE PROPERTY OF THE /�I T1' �I= TLU IN P J4 1-L.� JOB NO. 2 ARCHITECT ANO MAY �,/ 1 Jlod� fd103 NOT BE REPRODUCED. m2-radfl.dwq 1-14-04 2:51:58 om MST JOHN50N A-41q 24 VOLT CONTROL SET TO'70 DEG.W/5 DEG DIFFERENTIAL KENNEL TEMP CONTROL N o+BIN T HONEYWELL T84005I018 CAN IN RECEIVING BAY NOTE.MOUNT ALL COMPONENTS TO WHITE +9 N MELAMINE BOARD. USE VIBRACUSHION BETWEEN COPPER TUBE AND UN15TRUCT n 72 NG C, NO CLAMPS. 0 0 0 T T T T Q Q 1 Q2Q 3 2 WIRE LOW VOLTAGE 20 ' 'S' - - SS' SS TACO SR 503 EXP PUMP CONTROL X X i i N � i i F B o 0 0 0 G D 1-1/4" 120 V IN JUNCTION® KENNEL MANIFOLD OWOFF SWITCH 120V TO KENNEL PUMP FLOOR TEMPERATURE SENSOR cl CONTROL, ATTACH TO 2) WIRE ABLEIAND PUSH 1/2°I INTO 3/4"PEX UNTIL SENSOR REAGHE5 120V TO MECHANICAL ROOM PUMP (11 y PLUG IN END OF PEX. LyYI I GREY x M NOTE, x B>120V TO OILER G I CONDENSATE DRAIN TO FLOOR GREY L G DRAIN NOT SHOWN GROUND WIRE NUTS BOILER J BOX g 6 *�� FROM WIRE NUTSH 3/4" KENNEL MANIFOLD b FROM MECHANICAL ROOM MANIFOLD TO KENNEL MANIFOLD TO MECHANICAL ROOM MANIFOLD PIPING SCHEMATIC NTS WIR550 02521050 COPPER MANIFOLD,(TYPICAL OF(2)) I" RETURN BALL VALVE (TYPICAL) GAP PIPING LEGEND WIRSBO PROPER CONNECTION O SUPPLY HTP MODEL 80 NM BOILER(WALL HUNG) O TRANSITION FROM PEX TO COPPER TRANSITION FROM COPPER TO PEX(TYP) O SPARCO PV5 125 AIR SEPARATOR OJ BALL VALVE(TYPICAL) !i u O GAP Ble#35 PRESSURE RELIEF VALVE O 3/4" SPRING CHECK VALVES(2)REG. 3/4" Q N OAPPROVED BAGKFLOW DEVICE OL AMTROL STI2 EXPANSION TANK Q-- — SENSOR PEX OI/2" GOLD WATER,(BY OTHERS) O 3/4" GAS PIPING BY PLUMBER bl O PRE55URE/fEMPERATURE GAUGE O 2" PVC TO CONCENTRIC VENT® ROOF SEPARATOR MEd` MECHANICAL ROOM 15 SAME BUT O3/4"BOILER DRAIN pO MANIFOLDS ARE WIR550 02511050 rH TACO OOIIF W/150 VALVE FLANGES(2)RE6t. KENNEL MANIFOLD DIAGRAM I NTS NAI 762 OF `VA. l�l SHEET TIT LA =J WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT CHARTERED DATE• DEc ms HAVE PRECEDENCE OVER q"H` SHEET NO. SCALED DIMENSIONS' 2088 ADDISON AVE. EAST (734-4303) DRAWN BY: -- VERIFY DIMENSIONS AND CHECKED: NOTIFY THIS OFFICE OF T jiAlj�g IDAHO 83301 ANY VARIATIONS. REVISED:®2003 BY RUSS LIVELY ARCHITECT,CHARTERED PROJE : A NEW ANIMAL SHELTER FOR:THESE DRAWINGS ARE * IIII THE PROPERTY OF THEV I I Y O rt'UJ IN SILLSJOB NO. ARCHITECT AND MAY 0103 NOT BE REPRODUCED. m3-rodf12.dwg 1-14-04 3:0"1:32 pm M5T 2"4V PVG(FIBER OPTIC) f \ COMPUTER # PHONE a 36"A.F.F. \ HOME-RUN ROOM PS TO-2 a 18" A.F.F. A- G,31 A-12 6 \ - C-2"Q PVC,(TELEPHONE) A-252 i \ -------- ----------------- --- ------------------------ -- ----------------------- ------ 6 A-17,19 6 a IS"A.F.F. ---- © A-13,15 A 335 A-14 - a A-21 3 - --- PAS„ 2 `�r ® 36"A.F.F. A-IS WIRING AS REG.FORLL- 60 EQUIPMENT IN 1/2 EMT — + CONDUIT(TYPICAL) o PS A-I6 A-1,3 2 GF a A-373G A-10Li 4 Ara �'- WIRING AS REG.FOR P O O O EQUIPMENT IN 1/2"EMT CONDUIT(TYPICAL) ° a ---tL FI Qa w - L-22 A-22 A-20 on. G Q A-IS VN' � TGI L-I � T63 — L-14,16 + �t ---- - - A-5 0 o e `++ + `t O J A-'1 A-6 A-G,I I L-26 -- ATTIC AGGE55 PS L-24 WIRING A5 REG.FOR EQUIPMENT IN 1/2"EMT TG-2 CONDUIT(TYPICAL) P5 �-� PROVIDE DISCONNECT AND WORK LIGHT HVAG IN ATTIC, FOR HEAT RECOVERY UNIT. 1 (UNIT REQUIRES 100 AMP- 240 VOLT- I PHA5E) IL A-2 14 COMP (SWITCH FOR LIGHT TO BE AT ATTIC 6 A-4 AGCE55 W/KEYED 5WITCH) 3'-0" �+ r - CONTROL WIRE SUPPLIED 220 K CLEAR B I3 3 BY OHGD MANUFACTURER w D I of e O I ' 12, u Li Li u u Li Li Li I a B- ,4 L-------- W PS N B-5 B-9,11 B-6 TG-2 ----------------I ° ELECTRICAL DISTRIBUTION PLAIN �+ I i SCALE: I/4' . 1'-0' I 1 B-8 B 42 5-------UGPhT-- --- W PS TO-2 ELECTRICAL DISTRIBUTION SYMBOLS SYMDOLS DESCRIPTION SYMBOLS DESCRIPTION I i O ❑ ❑ o I qp CONVENIENCE OUTLET 110/120 O (2)TELEVISION GABLES(15 OHM,RGb COAX) ❑ ❑ SPLIT—WIRED OUTLET(SWITCHED) ® HOME RUN TO GOMPUTER/i-IOMERUN ROOM loi ❑ ❑ ac 220/240 ® THERMOSTAT(MOUNT®48"A.F.F.TO TOP) 120V DUPLEX 12OV DUPLEX W/ C I GROUND FAULT INTERRUPTER(42"A.F.F) ELECTRICAL PANEL(RECESSED) ISOLATED GROUND WATER PROOF OUTLET(GFGU ELECTRICAL PANEL(SURFACE) TO HOMERUN OHGD OPERATOR POWER SUPPLY(51MPLEX) [31 1215CONNEGT �pNAL F. ROOM(LABILE 0�srf GABLES) (4)WAY GONV.OUTLET 110/120(ISOLATED GIR) 0 SPECIAL OUTLETS q TELEPHONE(GAT-5)(2)GABLES EA o 48"ELECTRIC BA5EBOARD HEATER W/T5TAT 1 (2)#12 AWG GU THHN $ (1)#12 AWG GROUND "GANG" IN 5/4"EMT CONDUIT ;TF OF OO C ,4NCx OUTLET �F�T WA' NTS (5)#12 AWG GU THHN 3 (1)#12 AWG GROUND IIM�PS INSTALL WEATHERPROOF SOFFIT OUTLETS �— IN 3/4"EMT CONDUIT YY FOR CHRISTMAS LIGHTS(TIMER CONTROL) DEDICATED CIRCUIT © COMPUTER(GAT-5)(2)GABLES EA GANG OUTLET CONSISTING OF: W 120 V DUPLEX OUTLET ©UG COMPUTER(GAT-5(4)PAIR DATA PORT) IS�O V DUPLEX OUT ET SHEET TIT UNDER COUNTER.(2)GABLES EA 0 (ISOLATED CIRCUIT) E1-DIST 14 (2)GAT-5 TELEPHONE-._HOMEM TO LICENSED l U I RE SIZE S C H E D U L E © (2)GAT-5 COMPUTER PANEL BOA WA 3-#8 AWG GU d I- #8 AWG GU GROUND IN A I"EMT CONDUIT. NOT � : WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE: DEG 03HAVEPRECEDENCE OVER SHEET NO. 1. ALL ELECTRICAL TO LOCAL AND STATE CODES. SDALEDDIMENSIONS. 2068 ADDISON AVE. EAST 734-4303 DRAWN BY:N CHECKED:3- #2/O AWG GU AND I-#2 AWG GROUND IN A 2' CONDUIT. 2.CENTER OF ALL ELEGtRIGAL,DATA/COMpUtER AND TELEVI51oN OUTLETS TO BE 18' AFF. VEFTWIN FALLS IDAHO 83301 REVISED:1-e-m4 ANY VARIATIONS. TOTAL REVISUNLESS OTHERWISE INDICATED. 02003 BY RUSS LIVELY O 3-#2 AWG GU AND 1-#2 AWG GROUND IN A I-1/4"CONDUIT. 3.BRASS COVERS AND FLANGES REQUIRED ON ALL FLOOR OUTLETS. (VERIFY STYLE W/ARCHITECT ARCHITECT,CHARTERED PROJECT: A NEW ANIMAL SHELTER FOR: BSC � �j�l BEFORE ORDERING) HESE DRAWINGEl S ARE ��AAH PROPERTY OF THE /� Y '% I y�� �103 s ATE I'l W4 4.TOP OF ALL LIGHT SWITCHING AND THERMOSTATS TO BE LOCATED 48'AFF.MAX. ITECT AND MAY GIT i O� 1 W IIv ���� JOB NO.OT BE REPRODUCED. 5.ALL COMPUTER 4 PHONE CABLING TO HOME RUN IN FLEX CONDUIT. eI-dist.dwg 1-15-04 8:34:38 am MST TG-I TG-I 0:. L N ` L CEILING SILO E5 LZ L-6 ® ® _ L ` NL L L-8 L L L-10. L-10 L�5 MOUNT IN 6JA@L 7n , . ... Tbl TG2 : . :LiG3 _ TO L.b : ..: CEILING SLOPES PROVIDE LIGHTING FOR HEAT RECOVERY UNIT IN ATTIC W/ I�yI KEYED 5WITGH(15 WATT FLUORESCENT W/MEDIUM SCREW IN BA5EI F. ELECTRICAL LIGHTING PLAN �: SCALE: 1/4' I_0 1-4 TG-I ELECTRICAL LIGHTING SYMBOLS WIRE SIZE SCHEDULE OYMDOLB DIISCRIPTON 8 -75 W(MAX)METAL HALIDE LIGHTS 620 V I4)) O 3- #8 AWG GU i 1-#8 AWG GU GROUND IN A I" EMT CONDUIT. TG-3 RECESSED DOWN LIGHT 05 W,120 V) � EMERGENCY LIGHTS O 3- #2/0 AWG GU AND 1-#2 AWG GROUND IN A 2"CONDUIT. 9 Q Q BAR LIGHT5((6)BULB) a LIGHTED EXIT 516N5 O 3- #2 AV46 GU AND 1- #2 AWG GROUND IN A 1-1/4" CONDUIT. 24"X48"(4)TUBE FLUORESCENT FIXTURE `� SINGLE POLE(ILL= ILLUMINATED) (TROFFER)W/ELECTRONIC BALLASTS (T-12, %0 W),< PARABOLIC LENSES. E3 THREE WAY SWITCH 24"X48"((3)TUBE(SURFACE MOUNT) FLUORESCENT FIXTURE W/ELECTRONIC KEYED 5WITGHO1STf�Gi SITE ELECTRICAL LEGEND BALLAST,(T-12,40 W)W/WRAP TGI TIME CLOCK(IN ELEC/MEGH ROOM) DIFFUSER LENS INDICATES(2) HEAD POLE LIGHTS,POLES TO BE PREFINISHED, 24"(2) "U"TUBE FLUORESCENT W/ HVAG SUPPLY b HEAT RECOVERY SUPPLY d�rf (FROM STANDARD FACTORY COLORS),50UARE METAL AND 25' ❑O ELECTRONIC BALLASTS S WRAP pF GF TALL,W/(2) 400 WATT METAL HALIDE FIXTURES EACH. SEE DIFFUSER LENS z HVAG RETURN # HEAT RECOVERY EXHAUST Nr wA� UU SECTION D3 FOR BASE INFORMATION 4 SHEET 2 FOR LOCATIONS 12"x96"(2)TUBE(SURFACE MOUNT) (5UBMIT SHOP DRANINC75 AND COLOR SAMPLES TO ARCHITECT FOR APPROVAL). FLUORESCENT FIXTURE VJ/ELECTRONIC BALLASTS (2)#12 AWG GU THHN 4 (1)#12 AWG GROUND SHEET TITL IN 3/4"EMT CONDUIT LICENSED EZ-LICsI IT (3)#12 AWG GU THHN S (1)#12 AWG GROUND ARCHITECT IN 5/4"EMT CONDUIT AR 12 NOTES: WRITTEN DIMENSIONS RU3S LIVELY ARCHTTECT, CHARTERED DATE: DEG m3 HAVE PRECEDENCE OVER ,� SHEET NO. 1. ALL ELECTRICAL TO LOCAL t STATE CODES SCALED DIMENSIONS. 2088 ADDISON AVE. EAST (734-4303) °RAW" BY: Y. NOT ALL SYMBOLS MAY BE USED. VERIFY DIMENSIONS AND *c� CHECKED: RHL NOTIFY THIS OFFICE OF 'I' FALLS IDAHO 83301 REVISED: 1 3. RECEPTICAL 4 FACEPLATE COLORS TO BE CHOSEN BY OM ER. ANY VARIATIONS. 4. NIL •NIGHT LIGHT,ALWAYS OK ©2003 BY RUSS LIVELY ARCHITECT, CHARTERED O.J CT: A NEW ANIMAL SHELTER FOR: E2 THESE DRATHE WINGS ARE ST E O ARCHITECT AN OMAYHE CITY OF TLJ IN F�4LLS .11 kl: NC. rdt03 NOT BE REPRODUCED. e2-IIght.dwg 1-15-04 8:2G:50 am M5T 120/240 VOLTS PANEL "A" SCHEDULE 120/240 VOLTS II d 1 PHASE 200A BUSSING 1 PHASE PANEL B SCHEDULE 200A BUSSING 3 WIRE WITH 2O0A MAIN CIRCUIT BREAKER SURFACE MOUNTING 3 WIRE WITH 2O0A MAN CIRCUIT BREAKER SURFACE MOUNTING CRK DESCRIPTION "POLE AMPS (PA 05 CRK DESCRIPTION -"POLE AMPS 4bA 4e CRK DESCRIPTION •POLE AMPS cOA 46 CRK DESCRIPTION •POLE AMPS OA 05 1 ENTRY BASE BOARD HEATER 2 20 750 2 LAUNDRY ROOM 1 20 600 1 HVAG COMPRESSOR 2 40 3700 2 HEAT RECOVERY UNIT 2 40 g500 5 750 4 EUTHENA51A b FREEZER 1 20 1400 3 " 20 3700 4 g500 5 OUARRANTINE d ISOLATION 1 20 1440 6 BREAK ROOM/WORK BENCH 1 20 1440 5 WASHER 1 20 g00 6 OVERHEAD GARAGE DOOR 1 20 700 7 BATHROOM5 1 20 1800 8 VIEWING AND ISOLATION 1 20 1620 7 SPARE 1 20 O 8 WORK ROOM 1 20 600 Cl GANG OUTLET#1 1 20 180 10 JCONFERENCE $ ADOPTION 1 20 1440 Cl DRYER 2 40 25001 10 II 6AN6 OUTLET#1 1 20 180 12 COPIER 1 20 boo II 2500 12 15 GANG OUTLET#2 1 20 180 14 RECEPTION 1 20 1260 1 13 14 15 6AN6 OUTLET#2 1 20 180 I6 OFFICE 1 20 1440 15 Ib 17 GANG OUTLET#5 1 20 150 18 ENTRY 1 20 540 17 18 Iq GANG OUTLET#3 1 20 1 ISO 1 20 FURNACE 1 20 800 ICI 20 21 GANG OUTLET#4 1 20 180 22 MECHANICAL ROOM 1 20 500 21 22 25 6AN6 OUTLET#4 1 20 180 24 23 24 25 GANG OUTLET#5 1 20 180 26 25 26 27 GANG OUTLET#5 1 20 180 28 27 28 2g GANG OULTET#b 1 20 1 180 30 2q 30 31 GANG OULTET#b 1 20 180 32 31 32 33 GANG OUTLET#7 1 20 160 34 33 34 35 6AN6 OUTLET#7 1 20 180 36 35 36 37 6AN6 OUTLET#8 I 20 I80 38 5-7 38 5q 6AN6 OUTLET#8 1 20 180 40 3q 40 41 42 141 42 TOTALS(KNU I 3630 3ggO TOTALS(KNI) 5580 6060 TOTALS(KNU 7100 620 TOTALS(KW) 102OdIOIO0 125%OF FIRST MOTOR = NA 125%OF FIRST MOTOR = 3700 x 125% = 4625 : g500 A25% = 11,875 CONTINUOUS LOAD = Iq,260 WATTS CONTINUOUS LOAD = 40,200 WATT5 TOTAL LOAD = 81 AMPS ® 120/240 V- 14), 3W TOTAL LOAD = 165 AMPS ® 120/240 V- 1 0, 3W NOTE: THE DE516N PROFESSIONAL HAS PERFORMED ALL REQUIRED SHORT CIRCUIT CALCULATIONS AND THE Air-RATIN65 INDICATED ON EACH NEW DEVICE 15 ADEQUATE TO PROTECT THE EQUIPMENT AND THE ELECTRICAL SYSTEM. 120/240 VOLTS PANEL 'L" SCHEDULE 1 PHASE 200A BUSSING 3 WIRE WITH 2O0A MAIN CIRCUIT BREAKER PLUSH MOUNTING CRK DESCRIPTION "POLE AMPS (PA 05 CWJ DESCRIPTION •POLE AMPS OA 4B 600 AMP MAIN PANEL (W/CT I TIME CLOCK #1 (WALL PAKS) 1 20 1725 2 EMERGENCY LIGHTING 1 20 150 METERING AS REQUIRED BY IDAHO POWER) SURFACE MOUNT,22000 AIC 3 TIME CLOCK#2 (50FFIT REG) 1 20 1200 4 NIGHT LIGHTING/EXIT 516N5 1 20 480 NEMA 3R ENCLOSURE 5 KENNEL AREA#1 1 20 qb0 b VIEWING AREA LIGHTING 1 20 360 7 KENNEL AREA#2 1 20 1250 8 RESTROOM LIGHTING 1 20 Ciao Ci OFFICE AREA LIGHTING #1 1 20 1700 10 DOG QUARANTINE/ ISOLATION 1 20 680 11 OFFICE AREA LIGHTING #2 1 20 15801 12 1 WORK ROOM 1 20 g60 PANEL'A' PANEL 'B' PANEL 'L' 13 HALLWAY LIGHTING 1 20 240 14 TIME CLOCK#3(PARKING LOT) 1 400 600 A 200 A 200 A 200 A 15 16 400 CT METER SOCKET PER . 21? 2 p 2 p 2 p 200 AMP 200 AMP 200 AMP 1-7 1a UTILITY REQUIREMENTS 120/208 120/208 120/208 (CHECK LOCAL CODES) 10 0 10 Iq 20 21 22 KENNEL OUTLETS 1 20 1560 23 24 KENNEL OUTLETS 1 20 1050 25 26 PUPPY OUTLETS 1 20 q00 #2/0 AWG GU 27 28 2g 30 31 52 33 34 TO GROUND 35 36 37 38 3g 4O (6)350 MGM GU SERVICE ENTRANCE GABLES IN(2) 3"CONDUIT RISERS 41 42 TOTALS(KNU 4625 3860 TO UTILITY (3) #2/0 AWG GU AND(I) #2 AWG GROUND IN A 2"CONDUIT. TOTALS(KNu 3a50 3g00 POWER SOURCE CONTINUOUS LOAD = 16,235 WATTS [DETAIL - ELECTRICAL SUPPLY PANELS �qL TOTAL LOAD = (58 AMPS ® 120/240 V- 14), 3W NTS Q`��OLST£R� � e Fo 2 D: 9 qrf OF �FNT WNW lllb�o� SHEET TITL tA CENSE' CHITECI WRITTEN DIMENSIONS RUSS LIVELY ARCHITECT, CHARTERED DATE: DEC 03R1288HAVE PRECEDENCE OVER 2088 ADDISON AVE. EAST (734-4303)SCALED DIMENSIONS. DRAWN BY: SHEET NO. VERIFY DIMENSIONS AND cv CHECKED: RHL NOTIFY THIS OFFICE OF q' j FALLS IDAHO 83301ANY VARIATIONS. REVISED: ®cH°iEci CHARTEREDY PROJECT: ANEW ANIMAL SI-IELTER FOR: E vTHESE DRAWINGS ARE EJ11 THE PROPERTY OF THE /4I'r%/ O� T�I IINL. ARCHITECT AND MAY t„/ I W FALLS NOT BE REPRODUCED. e3-panel.dwg 1-15-04 8:32:48 am MST