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PLANS - 06-00127 - FARM CREDIT SERVICES
Joe * D�k A Ar AREA MAP (208) 359 -2309 Fax (206) 359 -2271 E0 N SERVICES R URGIP i i JAR' -W ASSOCIATES R(C" I I I T E l l R DRAWING INDEX DRAMNG Noe G -1 IDAHO IBC 2003 ANALYSIS TYPE OF CONST. V —B OCCUPANCY GROUP B ALLOWABLE BLDG. HT. 2 STORY ACTUAL BLDG. HT. 1 STORY ALLOWABLE BLDG. AREA 9,000 sqft ACTUAL BLDG. AREA 3400 sqft SQUARE FOOTAGE LEASE SPACE #1 1600 sqft LEASE SPACE #2 180099. ft. TOTAL 3400 sqft SD - 1 SD -2 A -1 A -2 A -3 A -4 A -5 A -6 A -7 A -8 A -9 F -1 S -1 S -2 S -3 S -4 S -5 S -6 S -7 M1 E1 E2 GENERAL COVER SHEET & INDEX TO DRAWINGS S7E DEVELOPMENT SITE PLAN SITE DETAILS ARM TECTUPAL FLOOR PLAN DIMENSION PLAN EXTERIOR ELEVATIONS BUILDING SECTIONS DOOR & WINDOW SCHEDULE & FINISH SCHEDULE REFLECTIVE CEILING PLAN ROOF PLAN INTERIOR ELEVATIONS ENLARGED PLANS & FINISHES FURMSHNGS FINISH PLAN STRUCTURAL GENERAL NOTES SCHEDULES & DETAILS FOUNDATION AND FLOOR FRAMING PLAN ROOF FRAMING PLAN SHEAR WALL PLAN TYPICAL DETAILS TYPICAL DETAILS MECHAMCAL MECHANICAL FLOOR PLAN SITE PLAN, NOTES, AND DETAILS FLOOR PLANS. NOTES AND SCHEDULES S: \ArchiveDwgs \300- 399 \305 -Farm Credit Services \CD(The drawings are here!) \305_G1- CS.dwg, 12/11/2008 11:22:57 AM, Adobe PDF.pc3 ASSOCI A. MCFARLAND AR -2561 STATE OF IDAHO 4 ASSCOC lATES �v �� O AIZCH1'1 +.C'1'U11E' 115'3 EOND AVENUE - Suite A RENHURfG, IDAHO 83440 Voice 20B 359.2309 Fax 205.150,22E1 JOHNNY R WATSON BRENT A McFARLAND GARY D, RI CHARDSON RANDALL G_ ASHCRAFF DOLE C PETTY KATHY DOFF CONSULTANTS: STRUCTURAL ENGINEERNG ES2 Structural Engineers 4943 North 26th East, STE A Idaho Falls, Idaho 83401 (208) 522 7356 Fox (20B) 552 -9302 ELECTRICAL ENODAE RING PAYNE ENGINEERING INC. 1823 E, Center St, Pocatello, Idaho 83201 (208) 232 -4439 Fax (208) 232 -1435 a � � o Q X -A ju LU Q 11a v� E !11 W Z 11.1 Z 0 a o � o z m Q oo C C3 LU DRAWING NO. FILE, 10591-CS * G -1 — I OF N S: \ArchiveDwgs \300- 399 \305 -Farm Credit Services \CD(The drawings are here!) \305_G1- CS.dwg, 12/11/2008 11:22:57 AM, Adobe PDF.pc3 F LOT 3 LOT 5 C7 Wp W v N89'49'33'E 744.6 ' _ SS SS SS_ SS _ SS SITE PLAN SS NOTES I I W S I SS ASS (jCI ATE, STATE OF IDAHO Jam° ASSOCIATES - U s - AI;Ui1TF:�T1; li F. D]NSVLUIPS anv r izoel a ssrz s� z r , zix e.,g 'O a a� 'mom 0 u� O� d �F e '.. DRAWING N0. OF 5: \ArchiveDwgs \300 -399 \305 -Farm Credit Services \CD(The drawings are here!) \305_SD- i.dwg, 12/11/2008 11:23:12 AM, Adobe PDF.pc3 _ 4853 - dam I 5: \ArchiveDwgs\ 300 - 399 \305 -Farm Credit Services \CD(The drawings are here!) \305- GRADING.dwg, 12/11/2008 11:25:06 AM, Adobe PDF.pc3 - - - - - -- - - - -- �I PLAN SEGT� � PPS U4'LR I15v wwN 0. �+UVDARDW�L�IGFi, MU DETAIL n 2LR nG Q o gANa�rteAB N>�.W1Y. _ x-VYh nG — i T FAVIN6 SECTION e DETAIL c N wdx�cd xnusW tB�wcanmvw.�uc • re`s WC 1erErcA mgr � Nv swa rewa� �°vo ee � o srtmweueav+.axu.�o � moo. o DETAIL e G RER° atom 0'� V cFe cum iii•,. .. AT COIYAEiEA1m DETAIL 6 DETAIL S: \ArchiveDwgs \300- 399 \305 -Farm Credit Services \CD(The drawings are here!) \305_SD -2 -.DWG, 12/11/2008 11:23:17 AM, Adobe PDF.pc3 DETAIL rvcolYAEiEYHIP /eUnErt o p P�s�PLLL o DETAIL n DETAIL A cnsmu sw F Pwm euw LEASE SPADE #1 = 1600 SO. FT. F, 7 F1 F1 Or Sy .CPT aas EF D ® O M o 1 I. +54 BROCHURES a >II o O ® M � IYf o / +34� L ❑ LEASE SPACE #2 = I800 SO. FT. UNFINISHED FOR FUTURE TENANT CHECK COPIER PRINTER ffi!dL@1 b o = ,II — ® COL 44 P E RIN ® A u B EA d In PRI T. B SE721 I]I gFKR bl DATA Li Li a v..ev.ai I I! I ,wwv wv , ❑ o 0 NOTES 1. DEDICATED OUTLETS TO BE CONFIRMED BASED ON EST IPMENT REQUIREMENTS ELECTRICAL KEY: DUPLEN OUTLET A T E TLET MW M TDR Mlcwawnv 4 TALAPHDNA DW isH wAS HEB +54 DIM. BOTTOM OF Box i/ TELEPHONE/DATA ® Looa TD 1-1 ou TLET o FLOOR TELEPHONE /IOMPUTAR F PLAN — IN ITl d E1 0 S: \ArchiveDwgs\ 300 - 399 \305 -Farm Credit Services \CD(The drawings are here!) \305- Ai- FP.dwg, 12/11/2008 11:23:25 AM, Adobe PDF.pc3 DIMENSION PLOOR PLAN HALL TYPE5 1X6 a I6' OL. Ab -IM BLONM M MBUL W "' N X' aYP. BD. TAPE AND FINSN NNLL TO LEVEL 4 9NCOIN M2RIOR -ENTBt VV ST TU 2AL SFEATHINS ON ONCE SIDE NYlMSONRY VEtBiF 1X6 a I6 OL. A* -M BLONM M ML MTERIOR MALLS NIPMISHED EKiE V1" ST TLR.AL SFEMHIN6 ON ONCE Sloe MWONR vml 26 a I6. OL. YW -K BLONN MSOIMD R L. LE45E SPADE •I Fi/6' 6YP. W. TYPE X' PMISN TO LEVEL 4 5NIOOTI. SEE SGI®IA..E FOR FINI516. LFhSE SPADE M V1' ST TUPAL VeA TNIN6 U NISHED. 1X6 a I6' —. iWTt -W BLCM M 90UND M . Kyff' B . BO. N 'X' LEVEL 4 5l900TN SEE SLHEDI.LE FOR MALL PMISIE:S. 1X4 • 16' OL. YLTi -W BLOM M 90UND WL. Ny5/6" B . BD. N 'X' FINISH TO LEVEL 4 � SEE W,FEDLLE FOR MALL PMISNES. 1X4 a W' OL. YLS/6' PMISN TO FNI 4 SNIOOTN SEE SGNEDDLE FOR FMAL FMISHEB 2%b • 16' OL. ASS�CIATEa STATE OF IDAHO Jam° ASSOCIA'T'ES - U s - AI;Ui1TF:�T1; li F. D]NSVLTMGS Q O z a� O O ' v L q B S � '.. DRAWING N0. �osw :—L OF 5: \ArchiveDwgs\ 300 - 399 \305 -Farm Credit Services \CD(The drawings are here!) \305- A2- DIM.dwg, 12/11/2008 11:23:33 AM, Adobe PDF.pc3 Imminnllmminnllmminnllmminnllmmlmminnllmminnlln - nnllnnllnnllnnllllnllnnll ..NnTnlmminnllmminnlln _ mnnminnnnnmlmmmm� ^nnnnnNlnnnnNlm --- mmmmmnmmmmmnu�nimmmmmmmmmmmn � mmmmmmmmmmimR_,� mmmmmmmmmmn —__. -_ mmm_ illlllH 1€I llllli f.u. mn Ilnnllll �I nnnnll � -� .a - nnnnunnnnnnnnnnnnnnnnnnnnm �o Innnnm ■� o n — a. - a _ a o n � I� nl nnnm 0 �_ n: — L� ■ ■� ne n: AMST ELEVATION SOUTH ELEVATION NORTH ELEVATION NOTES slnlNs O2 PR6FMEAIED NEPAL GOPINS G1Y < DRP' Yy/UaNr. OLIP RAST✓3ED O la' OL. O STANDMS SEiM GOWPALRD FASTENEK 1F OA O SRIGk vEN�a 501L.DER coIRSE © SOILDIER colrese ew YET�R O PIPE- FINISF� 1�fAL FASLIA VYGONT, cLIP DRIP EDSE FASTEN ® la• oc ASSOCIATES A. FMWD m-] STATE OF IDAHO ASSOCIATES l ro-,.�c..w P.acnITGrTCRE '.. wMLm 'O R u m i= O lu w lu p lu �X ow e '.. DRAWING N0. �0� A -3 OF - 5: \ArchiveDwgs\ 300 - 399 \305 -Farm Credit Services \CD(The drawings are here!) \305- A3- XELEV.dwg, 12/11/2008 11:23:37 AM, Adobe PDF.pc3 FyD50l rya•meCt 9,Rh10 �IH _ / ' Sff tEThIL — _0u1r �96aFnmswrtJ --- - - - - -- oY ee WOaa��� ELNA m A6M1. \ W S.a p93 5�Y9 �4HPlAibN.l Iw• a� ,o� ®= r o a cN.we w ��� Ai K• oz. 1 o f s e v vr 4Ux �R,•cE DETAIL e Nvz �.. RJR .zvo� 's�eciw.nL ` 500 �� .V h-4 SIGN M \ WUMr. wP IY i1l°V. OG �� uMr.5rb1W4at Raa IICA4. `[aIR.P�38A,®6mAW Of z,• ac YLR,9 MTT A61J.nON 100 SHIL eH00PR DETAIL c S: \ArchiveDwgs \300- 399 \305 -Farm Credit Services \CD(The drawings are here!) \305- A4- BS.dwg, 12/11/2008 11:23:43 AM, Adobe PDF.pc3 / — Off ta�ihlLNA -, — I, L .M � G._ �wRa�.RF .s ou -- � �. srom� -re M me. ---- - - - - -- � -- - - - -- s � mee}°�'oae�oy a T xrhlL �.iw raro y T xrhlL� ®avvrlw -- oc. z� 10' +,RIGM+N.5ICATMMS Iloo-��va F ��m �v,L 1bN r®ul�. me ate' ,. cwrJ � LMe me ,v�annrsa m LFCCacxs,L Cewxz+ue \ J +v � � �m xwrt rani zx h zY ae e�,M � =4L eM'�cw�e v va>� myda.e `®` f � Y�6 I000Mle� �e xFCe z m ', ', 1 L,YT,L�.� o� u=•.NM��,s,• j o•aGe.a.mAn�,N� DBTAIL A Y.NB VY =Ib' A-6 / l �FLL 4M FyD50l rya•meCt 9,Rh10 �IH _ / ' Sff tEThIL — _0u1r �96aFnmswrtJ --- - - - - -- oY ee WOaa��� ELNA m A6M1. \ W S.a p93 5�Y9 �4HPlAibN.l Iw• a� ,o� ®= r o a cN.we w ��� Ai K• oz. 1 o f s e v vr 4Ux �R,•cE DETAIL e Nvz �.. RJR .zvo� 's�eciw.nL ` 500 �� .V h-4 SIGN M \ WUMr. wP IY i1l°V. OG �� uMr.5rb1W4at Raa IICA4. `[aIR.P�38A,®6mAW Of z,• ac YLR,9 MTT A61J.nON 100 SHIL eH00PR DETAIL c S: \ArchiveDwgs \300- 399 \305 -Farm Credit Services \CD(The drawings are here!) \305- A4- BS.dwg, 12/11/2008 11:23:43 AM, Adobe PDF.pc3 D 0 0 R S C H E D U L E Q u O WINDOW Z D 0 0 R F R A M E D E T A I L S - g GLAZING TYPES 3 THRESHOLD REMARKS SIZE Z 1 O • A 8b• Tb• 1W4• ALUM. ARDD c�D B A ALLM. ARDp NM WM - - ] 1dJOD. 3 O • A Bb' 'I— 19% • ALIM. .NlOC Qj A ALM4. Nlw Al— WM G G LC 5 • O B 8b' Tb' 19/4' Wrap SIAM wooD A B wpw WAN WM p /A - B 0 4 • O Bb' 'Ib' I{/4' wxp AM h wxp 9ThM WM D /A L� 5 • O c Bb' T 19/4• wow AM A wpw AM WM p /A-B B LOUVERED GRILLE 6 • O eb' Tb' 19%' wxp AM h YVxD 9ThM 4M F/ 4 Q - 1 • O 8b' T 19/4• wCw AM A wow AM WA F /A-B 4 H • O eb' Tb' 19/4' wow AM h YgoD —N WM D /hi A • O 8b' Tb' 19/4' wpon AM A wxD AM WM D /A-5 B b O • A eb• 11- 1 19/4' ALIM. .VNDD. Qj A AILM. ANOD. NM BIM 11 O • A 8b• Tb' 19/4• AWM, ANDD. Z A ALLM. ANDD. NM WM 12 • O 19/4' wow AM h S WM P /h9 PRAME TYP IE $ zrxe V4-1-- RmM pN.�omT'H+. I �Aat2Y I ' 0 GOOK TYPES Pit AME PROP IL. E6 xus yr -r -n WINDOW SCHEDULE WINDOW DETAILS GLAZING TYPES o "Io wum "I"'I'D N - c�D vl REMARKS A A A 1 1dJOD. D 6/A-5 WA-5 - B B ALI.MI. ANDD. 0 61A9 WA9 - G G Al1.Ml. 1dJOD. 0 6/A3 WA-5 - V D wooD STAIN IVA-e 12A-B - E E wow STAIN IVA-e I2/A-0 - ❑ ❑ o ALI.1 + 1 :UM M ALI RAN W o ME WD VANE Ill Ill wlNaow TrPEs xAIB �r.,_a 4�eD6. 4GKr Q FIRE EXTIN6UISHM CABINET DETAIL ES IM In'X (cTtM4�mNrYLlce#NOWfee) P �de,6.sn e�. w�4�L 5T �jBI6Mo tea• HEAD A 4 JAMB ES scALB W -• M Ai e �. Y caPAa HEAD c JAMB n � - y'•Iw• Ai scddP 14r]�Ib' S �A-5 Ta' ttR�X am aw z4a Nv. v6•rm 'x' �X Mzwmw Bwrx s,�� _ calxeoix >Xn snp slp¢s rlP. 41• �w c w. H e JAMB .4n4,w• M .4rs.,w• A9 N Jam° ASSOCIAl'ES a vr AI;Ui1TF:�T1; li F. IbIISULTNGS u I�oej qQ Rl Ck Q J 0 41 N z F L 0 w a o o� z L_J 1 1 1 21 Ea e '.. DRAWING N0. A -5 OF - 5: \ArchiveDwgs\ 300 - 399 \305 -Farm Credit Services \CD(The drawings are here!) \305- A5- DR- WIN.dwg, 12/11/2008 11:23:58 AM, Adobe PDF.pc3 D 0 0 R S C H E D U L E Q WINDOW DETAILS D 0 0 R F R A M E D E T A I L S a�g,�a�o GLAZING TYPES THRESHOLD � REMARKS SIZE _ 5 M. i a, v� 5 1 O • A b• b• W4- AWN. AIGD c A ALLM. AIGD NA-s WA3 - - A I. 1dJOD. 3 O • A eb' lb' 6/4• hWN. .NlOC Qj A hWN. AHOD Al— I/- G G Al1.Ml. 5 • O B 8b' lb' IW4• WOf.D SIAM Yi roD A B WOD RAM WA9 D /Ai - 8 0 4 • O eb' lb' 19%' YVDCD AM h YVZD —N WRe D/M L� 5 • O c 8b• lb• IW4• WO[iD AM A riwD AM WA-s o /A. B LOUVERED GRILLE 6 • O . lb' IW4' YVDDD AM h MoD —N 4h9 1/- 4 Z - 1 • O 8b• lb' IW4• yLGD AM A Yb4D AM SM-8 F /A-H 4 5 • O — lb• IW4' YVDDD —N h WDD SThM WNS W -B 9 • O IW4• WDOD AM A YbDD AM 4A3 D /Ai e b O • A eb' lb' IW4• AWN. hNDD. Qj A hWN. .NJOD. Nh9 B/h9 II O • A 8b• lb' IW4• AWN, ANDD. Qj A AWN. ANDD. NM WM 12 • O B h B WDD RAM P/A-S P /h3 PRAME TYPES H s P� nle� � m HiT[P41( f) DNS troll DEF GOOK TYPES PRAME PROP ILES WINDOW SCHEDULE WINDOW DETAILS GLAZING TYPES a�g,�a�o ❑ 5 �.� — c vl REMARKS A A A I. 1dJOD. D 6/A3 WA3 - B B ALI.M1. ANDD. 0 61A-5 WA3 - G G Al1.Ml. 1dJOD. 0 6/A3 WA3 - D D Yi roD STAIN A IVA3 IWA3 - E B 1W)OD STAIN IVA-S IWA-e - ❑ <❑ I w oo N ALUM o M FR AN OO ME o WINDOW TYPES scus vr.r -w B�MN, loll FIRE EXTIN6UISHM CABINET DETAIL a 5rus s/4• • Iw Ai ASS�CIATEa A. FNtlAND Nh]Sfl STATE OF IDAHO Jam° ASSOCIATES AI;Ui1TF:�T1; li F. D]NSVLTRN@ I =oai ,5 ra, izoai ziz e `a�s Q W Ck 0 Nl 2 N D (D z_ m ~� IL R Ol � IL IL 0 d X '.. DRAWING N0._ A -5 OF - P m�Tras �omc� s l4P.e? u5lbo IM In'X (oTtM+Y �NrYLtaH N1WeB�) aW. IA�TLN ® Btu ICmD 2-p Dls•DS9 ®rr� b9' ?r�Ji� neon cw sM sml�icnn� eerx sma NYI. PgrH H EAD A r JAMB e yIw' A3 5WB IYS' -Ib' A-S 4 �• erv. m 5�iws� � r � ery m y'eleYe &AeNa / 41• �Sp'sra m HE AD E JAMB P .4n�I�D• A3 4n..lb• A9 H EAD c J n - N'•Ib• A9 4(4Iw• h9 R-N mH sW �• TYPE% 2'a sl4D ye•2ro JAMB b H H EAD s s xB a• =I A9 nr•Iw• A9 S: \ArchiveDwgs\ 300 - 399 \305 -Farm Credit Services \CD(The drawings are here!) \305- A5- DR- WIN.dwg, 12/11/2008 11:23:55 AM, Adobe PDF.pc3 FINISH LEGEND LE6END 5/B" bYP3UM BOARD L16HTIN6 SEE ELECT. 2X2 LAY IN LEILINb LOWT FLORESCENT LIGHT C EILING T TILE ALL LEILINb TILE TO BE E %HAUST FAN CEMERED UNLESS NOTED OTHER WISE. SEE DETAIL -A/A3 AWNINIM .#FIT ASS�CIATEa A. FMWD R-] STATE OF IDAHO Jam° ASSOC IA'I'ES D11 ll�l AI;Ui1TF:�T1; li F. wusmwi¢ acv r i =oai ,5z s� z� r , �soei ziz e.s Q 0 iR m ~ W � J V V W IL W V z -1 IL = a o a e '.. DRAWING N0. A -6 OF - 5: \ArchiveDwgs\ 300 - 399 \305 -Farm Credit Services \CD(The drawings are here!) \305- A6- RCP.dwg, 12/11/2008 11:24:38 AM, Adobe PDF.pc3 GEILIN6 SUSPENSION SYSTEM SEISMIC BR W-N DETAIL SEISMIC BRRACINS L LJ 2 DETAIL A LE6END Q 00 L16HTIN6 SEE ELECT. FLORESCENT LIGHT © E %HAUST FAN ASS�CIATEa A. FMWD R-] STATE OF IDAHO Jam° ASSOC IA'I'ES D11 ll�l AI;Ui1TF:�T1; li F. wusmwi¢ acv r i =oai ,5z s� z� r , �soei ziz e.s Q 0 iR m ~ W � J V V W IL W V z -1 IL = a o a e '.. DRAWING N0. A -6 OF - 5: \ArchiveDwgs\ 300 - 399 \305 -Farm Credit Services \CD(The drawings are here!) \305- A6- RCP.dwg, 12/11/2008 11:24:38 AM, Adobe PDF.pc3 GEILIN6 SUSPENSION SYSTEM SEISMIC BR W-N DETAIL SEISMIC BRRACINS L LJ 2 DETAIL A Raw NGx ROOF PLAN wv br. m. rwexJ a �n�' a F xmaF s a, arw wrenr rL°".r. IsvBiw+m _= ` �`mlr� nn� .erx nooFnn rnia -s � Nacees rm � ss'°�`�raxtf°�ixs ou ee. wuR.sreun .w oa. wrry �n•sm.m r..e x• ox� R-w N� ��'� sas u rli.. w oo y .•.. v m me x ersrxveme DETAIL�e DETAIL n DETAIL n NOTES OI PRE-RNI31 W t AL l.O OAP (� OVERFLOYV 5G1PP92 TIIROLKN YWLL (� Y AL ROOP (� SMSLE PLY ROOF SYSTEM ON TAPERIM INEUL. SYSTEM (� S" RDL N JOIST DANA W W CORNER OP AA" W GRAYW SPM.E TE IWO OTIER QDL AND RUN IWO STORM DRAN (� S" RDL ! S' RDO TNROUSN SEPERATION A4 TO O VOL SPADE TIE WO W RDL TO ROOF STORM DRAN � Pvai � Ne...v m. ru +zeo r�x rec w a +a w iraw DETAIL n ar.�w• An W� M�ne�n �H ,arx o DETAIL n a,•..w• An N a sow 6 1�a ASSOC ATLj aw AI;Ui1TF:�T1; 1i1. Ib11SULT�IGS anv r l�oel e ssrz swz r , (zoej z�x aais Q 0 1 m ~ v ul U o 'O� z z 0. �O 'o a B II '.. DRAWING N0. OF — 5: \ArchiveDwgs\ 300 - 399 \305 -Farm Credit Services \CD(The drawings are here!) \305- A7- RP.dwg, 12/11/2008 11:24:42 AM, Adobe PDF.pc3 F - T - - - E 11m� �LLC 1 RECEPTION - EAST s : t /q' -t' -D' w•cLnx to +rewm oIIMYE MRRb / ll>dD tniN ANO 9G4ID 6 TYP. OFFICE DOOR & RELIGH SCALE 1 /q' =1' -D' .ter x i�• MDDD mlu, -E) r I tro uu 11 RELIGHT SECTION SCALE: 3 -t' -D IoNEN Ll —� L DxEa s -r +/- (5) EO (q) ED o�Eeat, Ni 9oF5 IS N FBI m a N Fame - ro uvTi �l -1� a a ED 3 (Za Eq (q) Eq 2' -t D'CL 1' - J -8 -1 HI. ' BY DHNV( _ 9MMNM61t A,p R.b1G1 ® 2 WORK - NORTH 3 WORK - EAST 4 WORK - WEST 5 BREAK - WEST scut: t / °' m�u,o...e.,v.II - D' wal scu>:: t /q' - t' - D" wal scALE: t /q' -t' -D' s 5 7 WOMEN 108 /MEN 107 OPP 8 WOMEN 108 /MEN 107 OPP 9 WOMEN 108 /MEN 107 OPP 10 JANITOR 110 SCU£: t /q' =1' -p' SGVLE: /q' -'I -0' SCUE t /q'= 1'- p• ..... SCALE: t /q' =1' -0' Rlx Jo co o e�i�E ( E) 12 RELIGHT SECTION SCALE: 3 -t' -D 15 TYP. RESTROOM TILE PATTERN 9.: ye-" " jN,F]UDR S1nxDnRDs 16 TYP. CABINET SECTION scue , /r - - D• 4- z• x t aooD 13 DOOR FRAME SECTIO 14 WOOD BASE mom o, �DEx�,mzo�EEm� � 17 DATA - EAST SCALE: 1/2'-t' -0' RESTROOM KEYED NOTES 0 11..�rzE. �E, x PAPER TI-L IIIPExsEx 0 '1, N"P, 0 eNO.LE PA„ EE Fn11 scxEOULE 0 ILL PALE *L FINAL scxEOULE 0 ARo INK11 1 MAr11 TIP of sDI IEn,Ex 0 .1P 1E BAR. D x« MDDN, 3a p 0 a FROM REAR IAL� 31 a, AE.E AND IF F AND DPERArOx PN16 P BEAON1 F RM 1FW.C. xPP EPI /sAxEll sEEM.RM EpD�. DxDn„Dx D � /p• � 0 M1P E NK a .—T © FIR TOILET ACCESSORIES low N 8, AI:CHI'I'F;CfURF', WNSU � FI Izoelaszrz 'awzn[ �lz a � e lzoe) z3x o <n z 9 ro. (zm) ur�nss o ; z� p O lu ° w IL � w lu lu g it a DRAWING N0. A OF - 5: \ArchiveDwgs\ 300 - 399 \305 -Farm Credit Services \CD(The drawings are here!) \305- A8- INT- ELEV.dwg, 12/11/2008 11:24:47 AM, Adobe PDF.pc3 es 2ENsER Mx M6z5 AoARA��EONaL°Ao=LR S 1�oED�NF�R r �. AAA os�A�EOSEPR I1A =Ex�E= 1. T. ENIER. x1DRIF 11 . 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A OF - 5: \ArchiveDwgs\ 300 - 399 \305 -Farm Credit Services \CD(The drawings are here!) \305- A8- INT- ELEV.dwg, 12/11/2008 11:24:47 AM, Adobe PDF.pc3 ROO FINISH SCHEDULE 2 aroma o No u II l z o �oum� ion � - - -- o _ - - - - yr aasno, ROO FINISH SCHEDULE III��lill��lllllllli3illllllll [iillll�IIIIII ®11110 ®V III ®IIIIIIiT�IIIII IIIII[h '�Illlllllimlll� III � I� IIIII� IIIIIIIII� IIIIIIII[� IIII� IIIIII[i� ll1101111� llll� lll[i� llllll� llll� lllll!� © — ABBREVIAl10NS - e w «L ao,Ro 1111E1 141E A RECEPTION DESK - ENLARGED PLAN oM _ = o F xN v4• H m 4 2 amp amp 1 RECEPTION DESK - FRONT 2 RECEPTION DESK - SIDE stele: VY =Y -D• stole. 1/r =Y -D• _ (MN Rq ` 11�(L(EY.G = YIP RE F r - - -, I 48/4' MulVe IMRh lbIMR'D 4 N 1NE 4 _ ,avrA _ _ uvee 3 RECEPTION DESK STAFF SIDE 4 RECEPTION DESK — SECTION S - 1/2'-1' -D' WAM 112'-1' -D' CODED REMARKS FINISH KEY EPEn M PN�nNM fsaNO os PNO� °M)a` REN F11 EIT 1-111 L111, 111 L11111E,E o .RP L- 1.1ENDE1. ill 111 ET-7 'NMNS.oN sN� M (lIEIE EPTMEETS so M-1 1a � N" T s oanc� nNO MEn,w NE I. seEUTeaoM NNTN . 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Li 0 IL O LL O L- ig it D RAWING —No �nTCc W FROM END OF UPPEI LEVEL SHEAR WgLL WHERE q ON PLANS. L ON DBL SND - EDGE W SHUIHINC Al DOUBLE —1 1 PUNS FACE WJL OIL SNOB W/ 6tl AT 16' 0 C. 3. WJUNG AT ALL SHEATHING PSCANE EDGES PER SHFARWgLL S NNLS AT DBL PIATE OR STUDS 4 MTnN REWD µ ANCHOR BOLT OR SXP IIG FR LEVEL AT ENDS OF ON PRWALL WHERE INDKATED UNS S. R NN USHER FRAMING PER SHEARWALL 3CHEDIJ E 8. G NuOUS 2B SOLE PUTS. —ND AYNY FROM HEGUUE PER SH EARWgLL e. soUD U No AT ALL PANEL EDGED B VERRCAL SNDE AT t6' O.0 1D RGWDE ADDIDDNAL TONG ENDS AT DPENING PER PIANS OR SCHEDUUE 11. 0 W DBL U TOP PUTE, SPUCE PER TYPIGLL DEE M H W�N UE PuTES DxEx 13 WOOD HONER GFJD 14. PROVIDE ADDMDNAL TRIMMERS ERR WHERE INDIMTED ON PUNS 15. H URP SS 16. SOLID BLOCK N RED— 31PAP AE OCCURS, SEE PUN O w J I 4 1 2 n TYPICAL SHEAR LL CONSTRUCTION `\ KEY xo , Es 1 wnLL sHEwTH1NC As GCCURB KEYNO]ESL �. I. D - FOR ] 1D AND tt y 4. CONCRETE WALL, SEE PUN CE 1. SPU ll—, SEE BCHEDULE B. WOOD AM OHMEM, SEE x LL D I- FOR �4 AND #,a tB' NIN UP 1 5� R. D. 2x roP PUTS 1 rd' FOR �5 µD SLNLLER B RU YB 12 - d - , TH 1 lINI RNG BEND SPUCE (TYP) PAN SECTION A B. WOOD FT R JOBT (21 PHD8 HOLDOWNS 3. µ41L5 BEWEFN SPUCE U-31ON S SGERED, SEE SCHEDULE 'D TES ONLY B'd' MRpIATIRURy"�R JB FROM —M EDGE OF —NG C DN ° NTROL JOINT IN CONCRETE SLAB ON GRADE 01 A SPUCE RED UIRED P/B2 ALL SHUR w AND WHERE SPECIFlGILY \ ed FOR tHRFAIL) yB Wx5 untcc. A 'd' - BAR DN S \ \`-C.� B. �ECI�C SPUCE REQUIREMEM3 APPLY TO OP OF R NON - SHEAR YUU3 OP OF OR T B. ALL R SHALL REIE WALL W/ REINF 1 N FOUNMTON DEFNL4 qN0 PgRgPEf WAU3 [] Nd 2 t - I ( --x GO NDIED OIHRMS EE O PW14 OR DEr — 2. CgtNER BARS M M—H SRE MD PACE OF HORIZ RBNF IN LB,IGTH OF WALL BEIWEEN CDR NB2S P CE IE NINIMUM WJLS ALONG SPUCE IFNDIH OVER 21Y I B' -O' (36) tPo 11NED A IE35 THAN 2D' 4' -O' (24) 18E 11NL4 STANDARD REBAR BENDING DETAILS PLAN — TYPICAL CONCRETE CORNER n TYPICAL TOP PLATE SPLICE O w J I 4 1 2 n TYPICAL SHEAR LL CONSTRUCTION `\ KEY xo , Es 1 wnLL sHEwTH1NC As GCCURB 2. HOLDDWN, SEE PAW YL- / W 3. WOOD STUD . y 4. CONCRETE WALL, SEE PUN s� B. WOOD AM OHMEM, SEE x LL C-Y 8. EDGE WJUNG,N8VALLSEE 3HE 5� fJ SCHEDULE } 1 7. 2x DOUBLE STUD B. 2x TIPLE STUD PAN SECTION A B. WOOD FT R JOBT (21 PHD8 HOLDOWNS TRE�NCHMREORNS, SOL MIN E BOS T GBY AND DENSITY 2 b o -/ PLAN SEC DN B B SECTI C HTT: PHD: LTT HOLDOWN `lJ PAN SE CTI N D STHD AND STHDRJ HOLDOWN GONNEC'ON NAIuNG BT OR TRUSS BURNG ON DR G IDENNL -Bd BR DG ND ro JD Sf roEWJL UCH END Btl IE PUTE ro JOLSf OR BLOCKING, I-E NNL etl AT t6' OC TOP P ]VE TO STUD END "L TO EACH STUD 2 -t 6d STUD TO SOLE PUTE 4 -8d MENNL OR 2 -16d END WJL DOUBLE 3ND5 FACE NN UNO 18d AT 24' 0 DOU P P. FACE WJL UN MPP . Z AND INIERBEC11 0. FACE NAIL CBUND JOISTS M PU MEW' 3 � Bd CONTINUOUS HEADER TO STUD. MEANL 4-Bd CBuW JO1313 UPS — PAR7RON3 FACE WVL 3 10e PARALLEL R d FACE NNL RAFlER OR TRUSS ro PUTE roE WJL CDWFR SN05 U N OES 1 MINIMUM INUNG 3PECNNED HEREIN SHALL BE PROVIDED UNLESS NOTED OTHERWISE ON PUNS, ENLS OR GSN OR B= NNLS MAY BE USED. NNLS MAY BE EWER COMMON OR SINKER 2. WJUND NOT NOTED OIHERWBE SHALL BE PER UBC TABLE 23- II -B -1 KEYNO]ES. NOIL 1. S— S W/ Bd A T NII—ORS OPRDN STRAP 11NED AT 4' MY BE CONTINUOUS OVER 2. WGOO SNO WgLL, SEE PAW OPENING }, 2x BLOCK PER SHFgR&gLL SCHED 4 WALL SH—NG AS OCCURS n TYPICAL UTILITY TRENCH AT CONTINUOUS FOOTING MINIMUM NAILING SCHEDULE n CS16 STRAP AT WOOD STUD WALL xo muE xo aHE U w muE J E a KEWIYtl g5� �1NQIIi 1 SCHEDULE PER 9HURWALL 1 t /e' 2 t /4' GAP O 2 WALL Ell—N. AS OCCURS 2 ]-Btl NNLS, CLINCHED ] MRON OF STRAP AT END 3 EFS UCH SIDE 3 OF of R " SEE PLAN FOR 11 U JDI55 s /BxN IN 0 zio �I3TS Ira IN 4 FULL HE CM w � M o0o sTUo TYP 580 JOL513: &4 NIN oR sHUN u0 AT S 1. FN:FWJL AT 1G' OC A 3-tatl NNLS 6 L, µCE FROM CORNERS M CENTER OF STRAP EQUq NO E 4 WID1H OF WALL LIRE N. FITS RDHRY J µNIEUR 3HUNINC MAY BE HANG I— CHORD RRUPIED N PUIS� L ro D.C. SPA DER F BE � B. t6tl AFENNL AT B' O.0 4 MERIgt SHUWING AT BeYliWl �1 YRY WBY X]IF NYG NW W emY Del Ryon Yx sMl L 9WSOY mrmmffiwBaE Mtltl 8�1(Wl W 4N} M91L 18 NM 68W6 RI1H DB NPoPTND YYR EBREBDLm16 111 N]DRp W PWiE ] ILW BIIXIf tNIR M NGAYIB YNH W4916 n BnBanmY xWeB xE m e RA W W0�W1�RilB�9VyW IIIX UFBMI Etl NIW4W W [ SWIIW A' B n � ICAL WEB STIFFENER ATTACHMENT n TYPICAL WEB STIFFENER ATTACHMENT TYP_LCAL SHEAR SHEATHING AT WALL INTERSECTION n TYPICAL EPDXY ANCHOR DETAIL KEYtlO]ES 1 OR MUNMTIDN CRETE FOOTING 2. SLEEVE SIZE TO PROVIDE FPIXf IRLNIR Ai N01➢DYN YJIFWIE Ip[UM YL- / W W D6W WL W DYfO Inns s� a 1Y XRQ 5� D' lY BeYliWl �1 YRY WBY X]IF NYG NW W emY Del Ryon Yx sMl L 9WSOY mrmmffiwBaE Mtltl 8�1(Wl W 4N} M91L 18 NM 68W6 RI1H DB NPoPTND YYR EBREBDLm16 111 N]DRp W PWiE ] ILW BIIXIf tNIR M NGAYIB YNH W4916 n BnBanmY xWeB xE m e RA W W0�W1�RilB�9VyW IIIX UFBMI Etl NIW4W W [ SWIIW A' B n � ICAL WEB STIFFENER ATTACHMENT n TYPICAL WEB STIFFENER ATTACHMENT TYP_LCAL SHEAR SHEATHING AT WALL INTERSECTION n TYPICAL EPDXY ANCHOR DETAIL KEYtlO]ES 1 OR MUNMTIDN CRETE FOOTING 2. SLEEVE SIZE TO PROVIDE MIN MIN CUARANCE AROUND UTILITY PIPE 3. JFI PIPE TTI' 1. t. SOWCUI JOIM DEPTH EQ ML M 1/4 SUB THICKNESS 4. LEAN CDNCREIE FU PIPFE 2. COMPACTED SUBGRND SEE GEOTECHNIML REPORT PRIOR TO FOOTNG PLACEMENT. FORM WE WIDTH AS SODRND 5. CLEARANCE EQUAL TO SLEEVE DM (6' MIN B. 3' -0' MM WIDTH. WHERE TRENCH�IDTH EXCEEDS Y -O' RUCTURAL ENGINEER PRIOR ro PUCEM— OF FOOTNG 2 ]. B I`UFl AND RECOMPACT TRE�NCHMREORNS, SOL MIN E BOS T GBY AND DENSITY B. 8=1 O TRES Pnxn FOUTID N NOT BE LLOSER T N T SIDPE FROM —M EDGE OF —NG C DN ° NTROL JOINT IN CONCRETE SLAB ON GRADE .ASSOCE�TES © A It( :H I'LF(: IUHF_ CONSI.ITANTS: e ra, izoei ssz s>az o,E amlzTen Q 0 u J m N QI � L a z z u i DRAW�NO J —CJ t. R SHEATHING, SEE PUN 2. F @OR JOISTS, SEE PW! 3 DDUBIE a TOP PLATO 4. DOW 2 BOTTOM PLATE W /2'66' U)ND EN ANCHOR AT 48' D.C. 5 DOW CRETE ro"MD. SEE AND A D SCHEDULE MR SIZE 6. COMPACTED SUBGRADE J. B11AL GRADE W/ ADEpWTE NOISIURE RAR ER e W / P(N 4 ( ) N 1. NAILS R SDCK 9 PULL SHEATHING AS OCCURS I0. 10d NAILS AT 4' O.L. ddld. MET EDGE SI1 P401 PI POST 044E 1 0 PIER W/ (3) g3 TIES IN TDP t5 AND 0 D.L. RENAJNDER (4) 14 DONS-E NWL GRADE 3 NEYNDIFS —1 STUD WALL, SEE PW! 2. GE NAUND, U ILLS AT 4' O.C. 3. WALL SHEATHING 4. t NAILS STAGGER@ AT 4' O.C. 4 0 5 o /(2) E8N EACH M D EN E. WOOD TRUSS n WOOD TRUSS U Mo AT WOOD STUD WALL n INTERIOR WOOD STUD WALL AT FOUNDATION n WOOD POST AT CONCTRETE PIER '� i .o a•.eE L / nTFR. F R SHEATHING. SEE PIAN 3. DDUBIE 2M TOP PLATE 4 NT 2M P W H / I —CF 6 13W 1/2 SHDTPN qT • C DNT AND L6SCHmULERMR S GE AND RBNF • GOMPACTEC SUBEWFE SEE GSN J. M HLL GRADE WI AD @HATE OISTURE BARRIB2 W/ (4) 18d NNLS PER BLOCK INTERIOR WOOD STUD WALL AT FOUNDATION L / MID — �NQIIi 1. W /q6. SEE 2N BOTTOM PLATE SCHECUIE SIZE NA D SPADING 2 @GE NAIUNG Ed ". AT 4' D.C. 3. @M U SILL PLATE 4. FUIOR SHEATHING, SEE PUN 6 HANGERS, SEE IpUSIIIMPSON B. 6LL, SEE PIAN AND ECHEDUIE MR SIZE AND REINFORCING J. CONT WJ AND R W MR SIZE AND REINFORCING B. MN 'R W/ ADEQWTE OL4IURE BARRIER R. WNPACTFD SUBGWDE SEE GSN 10. AE INroR ARCH MR 11 RICH, SEE GSN @R ATUCHMEIn AND ARCH FOR WATER PROORNG REQUIREMENT4. 12. WALL SHEATHING AS OCCURS. SEE PIAN AND SHEARWALL SCH@UIE N nTF. A WATERPROOF PER ARCH 1. FLOOR SHEATHING, SEE PIAN 2. IE 2 TOP PWTE SEE LAP SPUCE DEFgIL (1VP) 3. M 2M BOTTOM PLATO W/ HI X -CF .1302 1/2' SHOTPN AT 32' D.C. 4. NCRETE FOORNO, SEE = AND SCHEDULE FOR 512£ AND REINFORCING E. CO PACT@ SIBDRADE, SEE B. N H GRACE W/ AD A. OBTURE BARRIER J CD M 2 BDTTOM PLATE SEE GSN OR SHEARWALL SCHEDUIE MR TT ACH-EM REOUMEME d NAILS AT 6' D C IN BEPNEEN EN B W/ BI 16d WJLS R n INTERIOR WOOD STUD WALL AT FOUNDATION T. M 2M B PLATO AD, SEE GSN OR S LL BCHE UIE MR SIZE S E AND SPADING 2. EDGE NWNG 1 EWIS AT 4' O.C. M � SILL PLATO 4. FLOOR SHEATHING, SEE PIAN 5. FLOOR JOISTS IN SIMPSDN HANGERS, SEE PIAN 6 5 MR SIZE AND RE N MRDIND AND J. GO" CONCRETE FOOTING, SEE P� AND AND REINMR.INDUIE @R SIZE B. BNAL GRADE W/ ADEDWTO NOIGTUR BARRIER D. COMPACTED SUBGRADE SEE GSN T0. NAL GRADE, SEE ARCH MR ADDTRON4L IN RMA- 11. BRICK. SEE GEN MR TTADH PENT AND ARCH FOR EATER ROOBNG REQUIREMENTS. T2. WALL SHURIIND AS OCCURS, SEE PIAN AND SHEARWgLL ECH@UIE El A Y/gTERPRDDF PER ARCH n FOOD STUD WALL AT FOUNDATION n WOOD STUD WALL AT FOUNDATION .ASSOCIATES '. AItCHI'IFCIUHF_ CONSI.lTAN13: o ra, (aoe) ssrz swa oIn( .1112 suss ra. (zm) vr�<ss Q 0 ?gy X u m N w � IL IL O d O Q IL z =d DRAWING N0. m w r2Hr=AR HALL PLAN ASSOCIATES I I H 1 11 '. muaiuuis . ......... P-1 E— E 0 11.1 112= O N Li L lu L—j D RAWING - -M 7 -1 m m MECHANICAL SPECIPICATIONS Cd22F— ALL WORK SHALL BE IN ACCOPDAWCE WITH ALL APPLICABLE LOCAL STATE AND NATIONAL CODES. THE CONTRACTOR SRALL. OBTAIN AND PAY POR ALL FISO4ITS AND FEES FOR INSM-TION PERTAINING TO PLUMBN& AND FWAC SYSTEMS. PROVIDE NEW HVA-- SYSTEMS COMPLETE WITH DIRECT EXPANSION COOLING AND SAS FEATI146, PROGRAMMABLE THERMOSTAT WITH SEVEN INDIVIDUAL DAY TYPES AND BATTERY BACK-LF, FOR HEATING AND COOLING. 2Lh2jHQEK DUCTWORK SKNU BE OVhSTPlr-TW IN ACCORDANCE WITH SMAr-NA, WAC DUCT CONSTRUCTION FOR I" S.P. CLASS, DLCTY4C4PK SHALL BE GALVANIZED STEEL. ALL GALVANIZED DUCTS SFALL. BE R49ULATED TO R-S WITH FOIL FADED FIBERGLASS BATT INSULATION, FLEXIBLE DUCT RUNS SHALL NOT EXCEED 0' FLEXIBLE DUCTS SHALL HAVE SHEEr,METAL PLEN" WITH P LINER RETURN AIR SKNLL. BE Mhf-TW FROM &RILLI! TO HWAC- UNIT. ==fr- BALANCE FIVAV, SYSTEM. PROVIDE (2) 250 Orm EXHUAST FANS 114 CRAW-SPACE, EXHAUST FANS TO EXTERIOR. FANS TO BE CONTROLLED VIA HIMIDI-STAT Mr:C.H. FLOOR PLAN H BR '. STAT6 OF IDAHO T 0. "-M, ASSOCIATES MI D I F-TICTUIU: D11 I 2 IL IL T lu UJ DRAWING N0. OF ELECTRICAL 5YM$0L 5CHEDULE m F �vRIFY GHT (DO 101 SWITCH) ® ®® EXIT LIGHT (DIRECTIONAL 1-1 Ox LOINENIfN:E OUTLET �" SDI KING OR ENTATION. -11 FIXTURE RECESSED CAN FIXTURE f O A.— NERGENCY WALL PA cX IISTP.LIID ANN TE EROID s wOEPIACLEZ NEED AMLL COIF_ TO ART—"OF TRAC LIGHT SYSIDA RECEPTACLE E POE SWNCH ALL HOI 1. NEIEHTS TYPCAL A. IIH£55 WJIfD ONEWASE. SHnH -LA F WmB GWNER AY SWTC. W CH (o MIN) HONK ER SW.H(SWUH 1D DE M.— WnnAD SERLE THERMAL F4 OLERLOAD SWTCH W/RL01 PRLHNFLTS AILNtlRK OniS. TO T ONETS FALL l -POLE SWTCH WN PLOT L SEE S . - PECS. l e SWITCH SUP LIE H ECUIPNEN% Ix HRIO TOIMTLx EX5TN6ONIL%111P) PUSHBUTTON F6 SENSOR TO BE SUCH AS WAIL STOPPERLIIYI-1CUOA T E ECTRIC CELL /SWITCH E) TIME CLOCK SWITCH CUPLEX RECEPTACLE (IMP-111 GFI -GRN FL1) (S -SURGE SUPPRESSION IG ATED GROUND) TA15 D. ALL E HTLN T E A5 a"' TO �wA --Al PS LLO:E T i0 AP &f. DOUBLE DUPLEX CUTLET (4 -PLEX) DISCONNECT SWITCH (F -FUSED DISCONNECT) NOTED) pIDIPPNELBOARD'ER MAIN MIN BRANCH E LOORDR —H H SHTLH E OWLET NIEHS NTN PRLTIfGNRA1 WA TELEPHONE /DOA BOARD (GRND AS PER UTIL. CO) BRANCH CIRCUIT - CONCEAE N TOR A5 NOTED) BRANCH CIRCUIT 11 FLOOR OT BR ANCH O UIT - HDNE-RUU TO PANEL E (Ox THE E WHERE OWN) MECHANICAL EOUIPNENT OtDETAILSYMBOL LNCTION BOX NEIRM W/ 0 /4 CONDUIT W/PUL1 CORD 10 NECH. UNl• 11AC SYSTEM SENSOR MECHAN + CROSS UNES SHOWY OF CON S. IF MORE THAN 3 CREON GROUND CONDUCTOR AND ISOLATED GROUND CONDUCTOR NOT SHOWN FAN OR CONNECTION PCI P VOC ET. a WITIH SIN E 8 NU OR DATA OUTL DEEP WX D RING AND 0/4` CONDUIT STUBBED A—E ACCESSIBLE CEILING ® WIN T WO WhEX CEPTACES AuD P LAT R E FOR4 RAXNII DATA /PHONE JACKS. PRONDE ALL REQUIRED MOUNTING FLOOR TO ACCE S N iO BOX WIN _R ® T.I. OUTLET E ELECm cAL CONTRACTOR c NECHAUCAL CONTRACTOR G.C. GENERAL CONTLACTOR A.F.F. AROIE FINISHED FLDOR B.F.G. BELOW FINISHED GRADE NlS. NOT O WALE �roin.B. A w. W T ° n FroH 0 GAWNl E NO HIT TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAM NO 5LALE 9'SONRE m 1 ERRGH �vRIFY $ .-5NNLN ® ®® AN—H. LOINENIfN:E OUTLET �" SDI KING OR ENTATION. • IELEPXOE /DATA LMLET ® T.V.OMLET NFHBt To AUTTEK1MRKER HEN CLARET IS LOMCTED TO AN EA EN'Y EIRNrt, EVM1kT 1 LOVER PIAIE TO BE RED. f O A.— NOTES: IISTP.LIID ANN TE EROID s wOEPIACLEZ NEED AMLL COIF_ TO ART—"OF RECEIVER W TE M _rUOL AS PER _. IN PATEM LAKE AREAS THE — .5—nR. NE NS. RECEPTACLE MOUNTINS DETAIL ALL HOI 1. NEIEHTS TYPCAL A. IIH£55 WJIfD ONEWASE. F3 -LA F WmB GWNER —R AHNET B, LCOROW.T: GVRET Hll M AN HONK TDB SER F4 ltlIIR VERTICAL OR PRLHNFLTS AILNtlRK OniS. TO T ONETS FALL S ., O . H HRIO TOIMTLx EX5TN6ONIL%111P) DGRE ALL NOT SEHND LABIIETS,_NSPLASIES, OR INIERNEFE AN NA 1%, ETC, F6 ALE _E I GO 29O1d5R8 H TA15 D. ALL E HTLN T E A5 a"' TO �wA --Al PS LLO:E T i0 AP &f. TOR N` NOTED) DEVCES WTI LOOI/D /UL DfIAILS ARLHT?LTIRAL AWLS Alm LOORDR —H H SHTLH E OWLET NIEHS NTN PRLTIfGNRA1 WA N TOR A5 NOTED) O S N FA TO I L M Alm OR IN i AORK , z N T FALBWNY IN NSE INfMK. OT FWISNED FLOOR �roin.B. A w. W T ° n FroH 0 GAWNl E NO HIT TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAM NO 5LALE 9'SONRE 1 RBEIFO -REW B OIBD MFGR. CATALOG N ® ®® — RATES --EI COOW TO ERAS PER $iKFILATO6. WIAMLl �" SDI ®® B NFHBt To AUTTEK1MRKER HEN CLARET IS LOMCTED TO AN EA EN'Y EIRNrt, EVM1kT 1 LOVER PIAIE TO BE RED. EREEN E XC XFE --Rl nrzz LIFO IcrA1. ovnelz sINL1 IISTP.LIID ANN TE EROID s wOEPIACLEZ NEED AMLL COIF_ TO ART—"OF RECEIVER W TE M _rUOL AS PER _. IN PATEM LAKE AREAS THE — .5—nR. NE NS. RECEPTACLE MOUNTINS DETAIL NO 5LALE F3 LIGHT FIXTURE SCHEDULE TYPE DESCPoPTION MOUNT VOLT LAMPS W MFGR. CATALOG N Fi s " %- '—'TEDASXET REIEBSED GO B BnMP �" SDI 9AYE AS"EXCEPT AN RAKES Krt PGA HOIRNX6 WWWD LL6. F2 ILIC'NESLEE`WLTEh GAR LOF. LESEED I GO T HOW. AN- I6TRT- trAR-IM F3 -LA F WmB GWNER —R AHNET D WAR HONK TDB SER F4 -ECTID EY aREH�L . E . N E N F5 ACCENT LSHNH ABa E H H nE5 L5H BAR SIOi $ORLE-H TECH SPFL. F6 ALE _E I GO 29O1d5R8 BYR b6 r BRA -I *=��T� NIRALTOR tY 0 FOWER EIFPLY LONONT FOR LEILI. OR — I EOL Tff BAR RECESSED L16HT FIXTURE MOUNTING DETAIL 110 SCALE GENERAL NOTES: (ALL SHWf5) AL E EELTNMC BPLIX 6 NOR NG_G.-I OTERAGE.� l EIKTWLAL LLRTRALTOIt EINLL wbVIDE ALL LLWCPETE PADS AS RE0.PSD W P.LL E_CAL eaRIEM. o c 'RH EXACT LOGATM OF ALL TELEPHONE /DATAa AN OAMR PRIOR TO 9 EIKIHLALLLMRA E NCH Hp. TO MEET A NDCA PwXHTLCN E OURES AT Ib OR AS SHOW LR RATS i0 MFEi INTDILAR'ED REnIRSRENTS. 'O TO LOGAJE OGOR FRA�AS P055ECE, W SHOHN AT ROCH E DOOFNA� AS, CLOSE AS CR IO NRRFERE AN RUCH GANNET%ETC. II 51A7bRT ALL L FIX 1INJEFEFDEIN OF LEDRS. D El. $IMLL OBTPW ALL —GAME PEN. FLR TS WIRK P.I.O PPY AYLCNTED FEES S HM—NN NN CLEARANCE FROH ALL LONUAKATIOW CABLES AND ELECTRONIC BALLASTS THE EASTAS, " TWA' , � eM' PRI °` : EE � NEDN 5 Ix E Lr Lcrua® TO THE WLZnrcND LEE OF S WAfYa RmGA1fD O1HERNEE }N ELfL1RILAL LOMB. iO LOOmIINTf AN AAf 1. S 1 . L ZEIT SPfL W REHAREFE N.. EX. ENEM NE I50 WFJiIT 1GWM TBT GAID WARK To SNL. TE Lamninrs TOuL BECNL ELHF BKT. R A�wRA En « ,X RY,ISNL° a �`EWTHE � -T R "HOW TO SDNAL F,� �PA Y NE a Q eA 8270 0 9�/ - i na In�� �I i Aelq NoHO BBDO l O�U FPPY� b CIGO) »R -4IBT Imf imlra A15r }!'Ip.TC.i A //IMD /A-LN SGT6 OF IDAHO J� W ASSOCIATES �NC'HITHCI'UIiF', r D11 I �Y 0719ATND5: �Y��Y6W OA =�Mr apAF�Nat inieWiwia W�iWiA 0I sw AM a>s O � J � F w W Z u Q Q � � d f U w F � Q Z ¢ 14 I�u N 4� a t DRAIN =NO. . EI OF ELECTRICAL LOAD CALCULATIONS LIGHTING LOADS LIGHTING = LIGHTING SUB -101AL (CONNECTED LOAD) x Tx NEC 3,0-19 0 (LIWIN TAL) 3.635 VA RECEPTACLE LOADS ( 11) DIPLEI RECEP O tB0 VA EACH - 7 .56 G 50 VA HVAC LOADS once (3 . a000vAI = B,000 VA (3 . ovA) - HvAC LOAD TOTAL 9.600 VA FUTURE LEASE SPACE uIURE TOTA.LB 13 w/ 50. IT IS... v SERVICE LOAD SUMMARY TOTALS LOAD VA RECEPTACLE LOAD - 7,51* VA HvAC LOAD - 9,800 VA FUIURE LOAD TOT AL (CDNNECTED LOAD) 40.645 VA 40.645 VA 0 120/240V., 1PH., M. = 169 AXPS. RECOMMENDED SERVICE SIZE 200A., 120/24W.., 1PH, 3W. KEY NOTES OI DUAL LEVEL $NI CH S INTO SHICH LONNOL5 THE CR RD LAZY$ W ONE SNTLN LgTROIV THE NEOARD L— O uAre —ATe _O. XDH HLLxnz. p TO DILITY PAD HO9IDED TRANiL49ER. O4 9YDf314'RYItlW&Y.p OAim XITH.6 BL.6ROIW TO HAR, YANLE T UI TO iElEPHC E .— ON STE. LLbRD6lATE XDH SERVIX6 �L [OI+n Q P PYExACTZIZEAbEREwImETTSRen © I AUE a CEI w PO CA—PIO-reEIUa IcE RcoR eox ro newE ;ATN MTEH ro BE LLYRETED DY A SUrtA &E AIPPJ9 LLMAM' XTH RE1rt AIO PMAL nPPRMAL ET — LREDR SERVxB FACILITY cOX96TNS TEAR. �t OF TIE PROH IAVNRHRBED n0R5CN— MIEMPROCRD, l ODOR YN50R5 ALL EXrt[IOR DOORS PNDND FNFINTLIiEL STM�WbTEIIL .nE L'a ,E T D�ro6R�R�� T� IL�� � � Sz Lae4 o� PLDDR �LL„TR�,'�` v E_E LOrYE SIR'. w HX, HET, G SERVICE OROUNDIMS DETAIL L P AYN ln� E oineer T m.Iln Ieo<a bllx&0lt1109 Is I]oy 033 -I,>, A15r }!'Ip.TC.i A //IAO AR-25M SGT6 OF IDAHO omgoa ,� LT Q _ h OOI9ATNR& M ��YI66• p�Ei rs apel �a wiieiaia R. § ED w rc 'p IL i Z � to � � to f W lu O I G z p LL 4 d w � Z �O O LL 4� a f n POHER RISER DIAGRAM S ypNAL E,� ��0)SlE 1 MAIN PLAN - POWER >N 827or� SLALE, Vb'= I' -0' N '1 Of p 0 00 VX� MAIN PLAN - LICPHTIN6 S LEA 1/8' = 1 N �nomo ommr1 �i�onn — E3mii11 nnmr� — �nonnnnom� ilmiill " — I �mer>•nn nnom� � mmnnnnmm � IMMEMimi I lmw�nn I nnm Immml Im oi oil ■n ■ M— ��m� � Ez EEMiill � EII MIE [��mmev0�C7� ©E3 MC5 TOTAL LOAD/PHASE 125DO — ELECTRICAL LOAD CALCULATIONS LIGHTING LOADS LIGHTING = LIGHTING SUB -101AL (CONNECTED LOAD) x Tx NEC 3,0-19 0 (LIWIN TAL) 3.635 VA RECEPTACLE LOADS ( 11) DIPLEI RECEP O tB0 VA EACH - 7 .56 G 50 VA HVAC LOADS once (3 . a000vAI = B,000 VA (3 . ovA) - HvAC LOAD TOTAL 9.600 VA FUTURE LEASE SPACE uIURE TOTA.LB 13 w/ 50. IT IS... v SERVICE LOAD SUMMARY TOTALS LOAD VA RECEPTACLE LOAD - 7,51* VA HvAC LOAD - 9,800 VA FUIURE LOAD TOT AL (CDNNECTED LOAD) 40.645 VA 40.645 VA 0 120/240V., 1PH., M. = 169 AXPS. RECOMMENDED SERVICE SIZE 200A., 120/24W.., 1PH, 3W. KEY NOTES OI DUAL LEVEL $NI CH S INTO SHICH LONNOL5 THE CR RD LAZY$ W ONE SNTLN LgTROIV THE NEOARD L— O uAre —ATe _O. XDH HLLxnz. p TO DILITY PAD HO9IDED TRANiL49ER. O4 9YDf314'RYItlW&Y.p OAim XITH.6 BL.6ROIW TO HAR, YANLE T UI TO iElEPHC E .— ON STE. LLbRD6lATE XDH SERVIX6 �L [OI+n Q P PYExACTZIZEAbEREwImETTSRen © I AUE a CEI w PO CA—PIO-reEIUa IcE RcoR eox ro newE ;ATN MTEH ro BE LLYRETED DY A SUrtA &E AIPPJ9 LLMAM' XTH RE1rt AIO PMAL nPPRMAL ET — LREDR SERVxB FACILITY cOX96TNS TEAR. �t OF TIE PROH IAVNRHRBED n0R5CN— MIEMPROCRD, l ODOR YN50R5 ALL EXrt[IOR DOORS PNDND FNFINTLIiEL STM�WbTEIIL .nE L'a ,E T D�ro6R�R�� T� IL�� � � Sz Lae4 o� PLDDR �LL„TR�,'�` v E_E LOrYE SIR'. w HX, HET, G SERVICE OROUNDIMS DETAIL L P AYN ln� E oineer T m.Iln Ieo<a bllx&0lt1109 Is I]oy 033 -I,>, A15r }!'Ip.TC.i A //IAO AR-25M SGT6 OF IDAHO omgoa ,� LT Q _ h OOI9ATNR& M ��YI66• p�Ei rs apel �a wiieiaia R. § ED w rc 'p IL i Z � to � � to f W lu O I G z p LL 4 d w � Z �O O LL 4� a f n POHER RISER DIAGRAM S ypNAL E,� ��0)SlE 1 MAIN PLAN - POWER >N 827or� SLALE, Vb'= I' -0' N '1 Of p 0 00 VX� MAIN PLAN - LICPHTIN6 S LEA 1/8' = 1 N -- - - - -- C-) 1J Y 1'r 1 C7 I -t m a to CL Z1? o >' z r' m S = \` (� a C_ m — - -- - - - - - oo+ z ry [[ ANN - r' -_-I I = - -- m ! 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'°" � '°" DATE:- o 0 ISSUED FOR REVIEW & APPROVAL 5/9/2006 71 7 n REXBUR IDAHO 4134 EaBt 2 I�orth z a m a C, 834 s Q o U S YST EM S, N (208) 745-1024 CD �� FAX ��� 745.1w a6 001 & 06 00130 `� ww.amissc�n Farm Credit services z FIRE ALARM PLAN w r+ n p �. � �' t�D r=•�• Or e � ro � o > ° D. D o (1) O r4• N � a � D 0 w J N IV V1 N X X (1t C C t�D N CL _ ro i - + I'm O � (A v 0 o, {n N I 0 A � O n t'1 z _n c o `} O n C � ro ro � ro d ro �. ro � � O x x I x I X $O�OjOOp ,�� � OO�tT�C �y Nww��''� p it it Ii II H o CJ1 g O 01 C P C] Ut to � N O � � 0 S -v f Z Z r cn cn � v � -� to 0 o n a � � � z � o � z Z m D o �y m m rn m M z 1 I 1 1 D 0 � p N � O J o C." 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