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HomeMy WebLinkAboutPLANS - 06-00413 - Citizens Community Bank & Mobile Structureommunilty Giv __. --_._ IDAHO i (208) 359 -28{x.9 Fax (208) 359 -2271 itiz.ens ARCHITEIC. BAS"IS OFDESIGN 1. G ❑VFFNING JU [L C ©], ?E. , r , ....... , . , . , ... ?003 I ]3C .2. CRAVITY ' DESj_.GNl LEAD UflATr f< CAF ......I.. -.I .......... ,,,,,,.. Ell P F' SNUW LEE] 6RQ4�ND SN11W. r x . r a_ r. a r . r % P SF L' i . IS.- _,...... ......... ..........,. DRrFT'ING -PER A C-E 7 3. VEND- 10E3CNG BASIC WJND PEEIi (3 SEC: GUST) 9c MPH EXP I) SME ,..,. ....... ....,..,,...,.,,,.r c It......, ...- ............... ... ,.,.. 1: 15 4. SE I MIO ]DESIGN: LA.'ERAL SYSTENL , ,2 2 2 2 ............ , .... iB SHr h VALLS E ISMT -C DES IUK -PRUMBURE. { .. _ , , : , _ ; ... EQU IVA1 CNIT LAT. FORCE SE C Sfd I l # E eFP. I T 1 S I T y E CL.AZ r � . . r .r . . . � . � � r � t . r i � � r � D ZfISMTC: DEaIGN CATE Y.... , :.. _ ....... D R. ........ .... I ...... - ...... . 0MUCaA...,...v._.,.... .0 BUILDING PERIOD T.............. , , , , :. , , '0.210 SEE BASE 'SHEAR V... ............ ....... , x. 0 19 R s CHART `d+411j1E, . , . ... C. 77(� S1 CHART VALUc .................. .. 17. P39 g i SD&S ... ,. .....,.,,,., ..111... t7. 635 9 SEE...... � . ........................ 0.3%Q SITr WEPPICIEfi+I; Fa........... I.- , .. 1< 19 SITE EDEFR ICIENT FV , . , , , . , , , ....... 1.92 F 5. 11 LSi .y Jj. �� SAIL PEARI7U PRES r . . . r . . 15001 PS•F 1 LATERAL F_AR7JH PRESSURE, , , 1 . , , . , .:....... 45 i'SF - 14TNIMIJM FRU L;UVLR. , , , , :... , ....... , _ . 36 INCHFS CQ S. - - - - -- 1152 BOND AVENUE REXBURG IDAHO 88440 ASSOCIATES !I IBC 2003 ANALYSIS I TYPE OF C ON S T.. V_B OCGUPANCY G RDUP ALLOWABLE Bin HT. 40 ACTUAL BLDG. HT. 2 2 . -Ir ALLOWABLE BLDG, AREA 9,000 sqf# QU1, MAIN LEVEE. 9,000 s>qf# > 5,180 sq#1 ATTIC, DRAFT STOP REQUIRED - .SEE DWAWING A1.4 FOR LOCATION (A TTIC AREA SHALL NOT E XCEED 3GOO SCI`) DRAWING INDEX DRAWING D A4VINC DRAWN BY: -No. GEN RAL DATE 1 ' 4 4 L, 4 Y 5� 452 North 2nd East SITS REXBIIGf#G, IDAFIO 1 1.o GENERAL STRUCTURAL MOTES I S1.1 'FOUNDAT PLAN ! SITE DEVELOPMENT S1 .2 FOUNDATION DIMENSION PLAN' SO1.1 SITE FLAN - LAS 11T S -1 ROOF FRAMING PLAN 7 4E MUM D I �2 1 „rte TYPICAL DETAIL - -- R - FED . SK, It ROOLM # ! I«}1 } _ X ST DWIME to 6 k x s.t x sr D � SITE PLAN - DETAI E 1 u- - H K rum ST. r r 4 I n i � 3 .f k#J�� F - - - D ARICAL wi i ' f 11 PLUMBING FLOOR -PLAN A1.1 A1.2 I M2.1 MECHA141CAL FLOOR PLAN A1_3 Iff REFLECTED O€ #LINE PLAN i M3.1 MECH. DETAIL AND 23 9 ` I DIAGRAM ; i 1, 4.1 MECH. SCHEDULES i (208) 359 -28{x.9 Fax (208) 359 -2271 itiz.ens ARCHITEIC. BAS"IS OFDESIGN 1. G ❑VFFNING JU [L C ©], ?E. , r , ....... , . , . , ... ?003 I ]3C .2. CRAVITY ' DESj_.GNl LEAD UflATr f< CAF ......I.. -.I .......... ,,,,,,.. Ell P F' SNUW LEE] 6RQ4�ND SN11W. r x . r a_ r. a r . r % P SF L' i . IS.- _,...... ......... ..........,. DRrFT'ING -PER A C-E 7 3. VEND- 10E3CNG BASIC WJND PEEIi (3 SEC: GUST) 9c MPH EXP I) SME ,..,. ....... ....,..,,...,.,,,.r c It......, ...- ............... ... ,.,.. 1: 15 4. SE I MIO ]DESIGN: LA.'ERAL SYSTENL , ,2 2 2 2 ............ , .... iB SHr h VALLS E ISMT -C DES IUK -PRUMBURE. { .. _ , , : , _ ; ... EQU IVA1 CNIT LAT. FORCE SE C Sfd I l # E eFP. I T 1 S I T y E CL.AZ r � . . r .r . . . � . � � r � t . r i � � r � D ZfISMTC: DEaIGN CATE Y.... , :.. _ ....... D R. ........ .... I ...... - ...... . 0MUCaA...,...v._.,.... .0 BUILDING PERIOD T.............. , , , , :. , , '0.210 SEE BASE 'SHEAR V... ............ ....... , x. 0 19 R s CHART `d+411j1E, . , . ... C. 77(� S1 CHART VALUc .................. .. 17. P39 g i SD&S ... ,. .....,.,,,., ..111... t7. 635 9 SEE...... � . ........................ 0.3%Q SITr WEPPICIEfi+I; Fa........... I.- , .. 1< 19 SITE EDEFR ICIENT FV , . , , , . , , , ....... 1.92 F 5. 11 LSi .y Jj. �� SAIL PEARI7U PRES r . . . r . . 15001 PS•F 1 LATERAL F_AR7JH PRESSURE, , , 1 . , , . , .:....... 45 i'SF - 14TNIMIJM FRU L;UVLR. , , , , :... , ....... , _ . 36 INCHFS CQ S. - - - - -- 1152 BOND AVENUE REXBURG IDAHO 88440 ASSOCIATES !I IBC 2003 ANALYSIS I TYPE OF C ON S T.. V_B OCGUPANCY G RDUP ALLOWABLE Bin HT. 40 ACTUAL BLDG. HT. 2 2 . -Ir ALLOWABLE BLDG, AREA 9,000 sqf# QU1, MAIN LEVEE. 9,000 s>qf# > 5,180 sq#1 ATTIC, DRAFT STOP REQUIRED - .SEE DWAWING A1.4 FOR LOCATION (A TTIC AREA SHALL NOT E XCEED 3GOO SCI`) DRAWING INDEX A •- �•-- •--'�4 �-- �- .w--�� • I } BREW- A. McFARLAND AR- 2561 r I j STATE OF TDAO . I I A T E AH.0 II' FECTUR E 1152 �ps�++v - - S A ar�� ��t & � c A4LiSL URG, il.f O i7s 44rJ � Votae . . 500' Fax C ALSIJLTA9TS: STRUC EF�1f �IG ES2 SiFuc tUr'F71 Errginecry 494.3 Nari:h nih Enst, .4 ldgho FdIIs. I iaho i3WF -208} 522 7 {ux (-208i 652 -$3012 JA EWA iE F;lNG ENGINEERF.D _;Yc ITE s 455C)C. 315 -1Yesi +i -orter - Pu"telb. FA .o W.0-1 (.208) 2.325 -jD51Y! F &x (aC11 } 2ZZ -552.9 ELECTRIC ENC4NEEFUNG PAYNE UNOINEIRING INC. I -3 E. Centers 13t P-ucot4lo. Ipoh❑ 83201 (2M) :2J22 -44 9 Fay 0 208) 232 -144 �S { + { DRAWING D A4VINC DRAWN BY: -No. GEN RAL DATE 1 ' 4 4 L, 4 Y 5� I S G1.1 OOVEI -FEES �3e Ihl f}C TG DRAWINGS 1 1.o GENERAL STRUCTURAL MOTES I S1.1 'FOUNDAT PLAN ! SITE DEVELOPMENT S1 .2 FOUNDATION DIMENSION PLAN' SO1.1 SITE FLAN - LAS 11T S -1 ROOF FRAMING PLAN D I �2 SITE PLAN GRADING S3.1 TYPICAL DETAIL SD1.3 i. SITE PLAN - UTILITIES ; S3_2 TYPICAL DETAILS ! I«}1 } SffE PLAN - D.RI IF THRUGH S4.1 FOUNDATION DETAILS D � SITE PLAN - DETAI S5.1 #GOO FIRAMINiC, DETAILS S ID2.2 �I SITE PLAN - DETAIL. - I .f k#J�� F - - - D ARICAL M 1 . t I PLUMBING FLOOR -PLAN A1.1 A1.2 FLOOR .PLAN DIMENSION FLOOR PLAN M2.1 MECHA141CAL FLOOR PLAN A1_3 I REFLECTED O€ #LINE PLAN r M3.1 MECH. DETAIL AND A1.4 I ROOF PLAN I DIAGRAM ; i 1, 4.1 MECH. SCHEDULES X12.1 - EXTERIOR ELEVATIONS I & DETAILS A2.2 - EXTERIOR , ELEVATI I' A3.1 'BUILDING SECTIONS A3.2 I WALL SECTIONS A WALL TYPES E I-0 SITE PLAN, NOTE A - A4.1 M ILLWORK ELEV. �c DETAILS OWEDUI� I A4.2 MILLWORK ELEV. DETAILS i E2.0 FLOOP PLAN - LIGHTING A4.3 LARGE SCALE PLANS & DTLS E3.0 FLOOR PI-AN - POWER ; ,4.1 MI DETAILS A5.2 I ROOF DETAILS E FLOOR PL r�i -- E 4JI#'MENT mss. DOOR + +iIVI �N SCHEDULE s t�).O POWER RfSER r�C ,46.2 FtRISH SCHEDULE DETAILS PANEL SCHEDULES 1 FURN]S.HM j a F1.1 i fINISH PLAN A •- �•-- •--'�4 �-- �- .w--�� • I } BREW- A. McFARLAND AR- 2561 r I j STATE OF TDAO . I I A T E AH.0 II' FECTUR E 1152 �ps�++v - - S A ar�� ��t & � c A4LiSL URG, il.f O i7s 44rJ � Votae . . 500' Fax C ALSIJLTA9TS: STRUC EF�1f �IG ES2 SiFuc tUr'F71 Errginecry 494.3 Nari:h nih Enst, .4 ldgho FdIIs. I iaho i3WF -208} 522 7 {ux (-208i 652 -$3012 JA EWA iE F;lNG ENGINEERF.D _;Yc ITE s 455C)C. 315 -1Yesi +i -orter - Pu"telb. FA .o W.0-1 (.208) 2.325 -jD51Y! F &x (aC11 } 2ZZ -552.9 ELECTRIC ENC4NEEFUNG PAYNE UNOINEIRING INC. I -3 E. Centers 13t P-ucot4lo. Ipoh❑ 83201 (2M) :2J22 -44 9 Fay 0 208) 232 -144 �S { + { PLOT DAII<: DRAWtNG NO. FILE. _G1.1 -� Y 61.1 � 1 J -- OF DRAWN BY: JDB NQ IHECKED BY: ..IIV 7 DATE 1 ' 4 4 L, 4 Y 5� PLOT DAII<: DRAWtNG NO. FILE. _G1.1 -� Y 61.1 � 1 J -- OF o AP�x.�� WsIaN o� �r Pe_ oI;�.oN�PAI� Y $ Ad I I I I _ II I I i b l CID s I� LL b N� y/ PARKIN& REQUIREMENTS 3 SPAGE5 PER 1000 50FT. AT 5000 sgfG IS SPADES REQUIRED 30 5PAGE5 SfbWN I it SITE PLAN — LAYOUT BUILDING LOOATION _ �L Y $ Ad b l CID s I� LL b N� y/ PARKIN& REQUIREMENTS 3 SPAGE5 PER 1000 50FT. AT 5000 sgfG IS SPADES REQUIRED 30 5PAGE5 SfbWN I it SITE PLAN — LAYOUT BUILDING LOOATION _ I I I 7� I X IF X TQ I x I y n Y� RR blFlM N� ^r n o- p o �u a �n a a2' ? pQ nT a 1 ' ti g X 1. r G �xi x _ / T Q o .. —. Oil x be,9� as, j I 4 J o LED6END EXISTINS SPOT ELEVATION y ��� � X0.35 NEW SPOT ELEVATION SITE I-LAN 6RAPIN6 I L z , I i ARBT� i �I 3 5 �\ 5 y NOTES Oj 4" SAN, SEWER TO EXIST LINE. REPAIR ASPHALT AS READ. - INSTALL IN ACCORDANCE W Cltt OF RE3®UR6 STANDARDS �� � bA5 NIETE2 BY INTERMdMTAIN bA5 CgMPANY 1 " COLD WATER SERVILE LINE T05lREEf MAIN INSTPLL 1N (p er O ACCORDANCE W/Lltt OF REXEVRb STANDARDS ® 4" PVG LAriN SPRMKLE PIPE SLEEVE OS 8" 5TORM PIPE TO NEW MANHOLE. INSTALL NEW MANHOLE A5 REgUIRED BY GIN OF REXB+Rb O TELEPHONE LINE IN 4" CONDUIT - COORDINATE WITH OWIEST O8 POWER NETEI= - GfJORDINATE WITH ROCKY M. POWER O UNDERbROJND SERV ICE FROM NEW PAD MLUNT %FMR - SEE ELECT. COORDINATE WITH ROCKY FR. POWER 10 IN5TALL NEW MANHOLE AT 5AN, SEVER CONNECTION AS REgUIRED BY CITY OF REXBURb SITE PLAN -UTILITIES GENERAL NOTE5 I AT ALL I VACIXIL, FLAT AND GURB', E AVA MIW. EELOW ELEVATION OF 6RAWLAR BASE, W/ wMPAGT® EWbINEERE� FILL ALL EMERIOR GONG. TO - - t+IESW SITE PLAN i T 11 i ur1 dli u i I m � `n � u ni 'II u i� li li nu w � 1 DE TAIL D ETAILS DETAIL RESERVED PARKING ill . , -l _- I I I I I �I- I I I I DETAIL RESERVED t PARKING V ero waa ox ewF nao� �II I l I � DETAIL PAVIN6 SECTION i 4 - r E� EE 'I I �rI rn rn rIL �r-� `emu F 1 i I m , r L i u L i I II II __I „� I I—I Iu III Iu In lu li I I_ � II � I I � I _��I,�II, � I �•��� i u'I��� °,�L, Hu? —` I u — i DETAIL n DETAIL m 4 vEarcnu `sEe e.cc,e tai L d rEa euiry 11 i ll III III�I� I CHI I� - I I II sECT1ou zcKe - b SECTION i awK Ca � �sN, w�c anse PLAN AEUTTIN& CURB DETAIL p t�taE,E. rj DETAIL ro �ta,EO� s.Ea 1E . b �7 DETAIL c DETAIL I I wn DETAIL PLAN VIEW _7P11VN AI IF ---I� gc� CURS 4 &U ' TTL M WITH INLET BOX - DETAIL Il �llill �� I �I1- r DETAIL I y cU9r./ I _5 SEE A13 � f t 4 C - — I - - sraeASE s _ PII I F-101 d s a s ® �� — E c. r SEE r II I owc. I 4 A6.1 II IIIIII� I ❑ a I _� I ' 121E ❑E I �':"� (` L.L Al PA o h; o — ,a o O Q 0 �.� u. Go o nn� cor�aErvce O c� --------- oll r ❑ ❑- FLOOR PLAN Kj� f I i o LWEND —o r<AI.�. „PE sff oaAry � Asa wa s�uNO sEarvH D- O CI 7 O 0 t�t O I I1 I I � III I I� n 11 I �„ N, I .3© _ 13 - ©.- El a —. - I E3 �T © I f { Ll s I t4 I _ r ICI �L—J REPLEG CEILING PLAN _ 6 se ise- -- v i LEGEND BEE H ELEG , TR ' IICAL U r MEGN. DIFFU5ERS SEE MEONAWOAL CEILING MA7MIAL5 LEGEND GYPSUM BOARD ON F SYSTEM, TEXTURE 6 FAINT GYPSUM BOARD ATTACHED TO EOTTOM CORD OF OF STRUOTVRE PERFORATED ALUMINUM SOFFIT 2x2 AT IN ACOUSTICAL CEILING TILE SEE DETAIL - SOUND ION AT INSULAT —:1-I N 5 ION AT CE'O,LI6 III ACOUSTICAL TILE ON G P. BD. B s ROOF PL,4N NOTE5 (D SIN6LE PLY MEMBRANE ON 5- DENB DECK ON TAPERED IMBJL. MIMI /8' PER FOOT (MEGH. FASTENED) O2 ROOF DRAIN W/ RFLON (W—IT 2' -O" X b —) 5EE DETAIL - O VENTED RIDbE GAP BY SHINbLE MANUFACTURER HOLD SHEA -- BACK I I/2" O4 ASPHALT 5HiN6LE5 �5 AM DRAFT STOP - EXTEND 5 /B" bYP. BD. TO BTTM. OF ROOF DECK. FIRE TAPE AND SEAL ALL PENETRATIONS AND 6AP .. bYP. BD. IL EXTEND ON ONE SIDE ONLY ABOVE GEILIN6 (REFRE5ENTED BY DASHED LINE) �b --T---- SEE DETAIL 2/A5.1 (FIELD VERIFY LOCATION) - — -- — — — — — — — — — — — — — 51 [Al AEST ELEVATION la a tt DH T AIL DETAIL NOTES C) EELS. 2 0� Y OWNER 05 — m'.. — — CAST CANCRETS SILL O 4-16 INTE6RA1. COLORED HONED AND SCORE S. 06 STEEL ANSLe LINTEL - SSE O El-I.S. 4 O I - S. COAT ALL E%POBED FOUNDATION (TYPICAL) 10 A5-ALT SHINGLES OM UNDERLAY T 0 I - — SEE —L B/A2.1 @ EP-I.S. DETAIL - SEE —L 13 COLOR A' BY ARCHITECT S'BY ARCHITECT r I �° DETAIL - - - - -- _ - - -- - - - EA5T ELEVATION NOTES 0 EP,1.5. 3" ILLUMINATED SIGN BY OWNER „��� �;1 1 Q3 1 \ FAZE BRILK VEIgER PRE GA5T CO— SILL 14 —` —. -' r 12 4xbxl6 INTEGRAL. COLORED HONED AND U SCORED o 8" �}6 STEEL ANGLE LINTEL -SEE STRUGT- - -_ - -� 13 9 6� - 1 b I _.� C � LGbG SIGN BY G✓WER GOAT ALL EXPOSED FOUNDATION I Lt' T -, t SLi S3- 5 IoeO _. - _�--,. 0 (TYPICAL: ASFMAI,T SHINbLES OW UNDERLAYMENT I1 'V' 6RG6VE - NP. SEE DETAIL B /AE.1 — - — - 13 E F:1.5. DETAIL -SEE DETAIL AY.I m - i l -— GOI.OR 'A' BY ARGHITEUT a 14 COLOR 'B' EY ARCHITECT 0 5OUTH ELEVATION � �E rfful 13 II - fl v I I HALL 12 0 B l �I �$ m �- n m III a —_ ni m m u mli lil m u V 'I ` II 2 II II II I�—III III _II IFIII II _ 4 5 III ° I I � 14 D EST. Dol III III I III III s J I T �. ul ;II -I ul= III 1- `T9' C5 Is SECTION � ,� ii a II =i wNF /n -I- A6.I III „� � 5eF GN rmoeEnv =rn ( ' C r mcmrr le+m III II I III _ I 1 — SECTION SEGTIONI l NOTES CI FOOTING AND FgINDATION SEE STRVOT. �3 BITUMINOUS DAMP PR�FINb O ]" R1GI6 INSULATION �4 b" FREE DRAINING bRAVEL OS UImER -SLAB VAPOR RETARDER © 4" OONCRETE SLAB O COMPACTED 5U8 bRADE O8 3xb STUD WALL SEE 5TR — �9 5 /B" bYP. BO. TEXTURE 6 PAIM 14 WALL SHEATHING - SEE STRUOT. II BLOWN IN INSULATION. FILL 5ND CAVITY (R -Iq MIN) 12 FLASHIkb INSTALL FEEP HOLE5 PER SPECIFICATIONS 13 AIR INFILTRATION BARRIER (TYVEK OR EWA-) 14 ROOF JO15T - 5FE STRUOT. IS ROOF SNEATNING -SEE STRUOT. I6 3x3 LAY N —TIDAL 5U5PENDED CE 1- 5Y5TEM SEE REFLECTED 046 PLAN IT SINbLE PLY F£h®RANE ON TAPERED INSULATION ON 3 /B' DENS DECK IB DRAFT STOP - EXTEND s/B GYP. BD. TO BTTM. OF ROOF DECK. FIRE TAPE AND SEAL ALL PENETRA TIONS — .A-. GYP. BD. O EXTEND ON ONE SIDE ONLY ABOVE CEILING IQ ASPHALT SHINbLES ON UNDERLAYMENT BLOWN IN ATTIC INJILATION MIN R -3B 21 INSJLR ION FABRIO FASTEN TO BTTM LORD ® E FS HI - -NOTED FERFORA'fE0 ALUMINUM SOFFIT 51NbLE PLY MEMBRANE ON TAPERED INSULATION ON S/B" DENS DECK ntA * r,TION i I I� - WALLWALL SEGTION� NOTES OI FOOTINb AND FOUNDATION SEE STRULT. �. BITUMINW5 DAMP PROOFINb O3 2" RIGID INSULATION �� 6" FREE DRAININb bRAVEL OS UNDER -SLAB VAPOR RETARDER �B 4" CANLRETE 5LAH O COMPACTED 5UB bRADE O 2xB STUD WALL SEE GTRULT. O9 S /B" bYP. BD. TEXTURE f PAINT 10 (BSJ LOURDES FALL. BRICK VENEER 3/4" IN 5E7 AT 24" O/C 4x8x1B INTEbRAL COLORED HONED AND SCORE6 • B" THICKN@55 A5 NOTED 13 PERFORATED ALUMINUM SOFFIT 14 ROOF TRU55 -SEE sTRULTURAL IS ASPHALT SHINbLES ON UNDERLAYMENT I6 AIR INFILTRATION BARRIER (1YVEK OR EQUAL) PN WALL SHEATHINb - SE{ -T. IT GLOM IN INSULATION FILL STUD GAVitt (A -19 MIN) IB FLASHING INSTALL PEEP HOLES PER SPELIFILATION5 I9 ANCHOR BOLTB - SEE STRUCTURAL ® BLOWN IN ATTIC INSULATION MIN R -SB 31 INSULATION FABRIC - FASTEN TO BTTM, CORD OF TRUSSER ® ROOF SHEATHING -SEE STRICT. ® 2.2 LAY IN ALOYTILA S SPENDER CEILINb SYSTEM - 5EE REFLECTED CLb. PLAN ® SINGLE PLY MEMBRANE ON TAPERED INSULATION ON B /B" DENS OELK ® FIRE BLOCKING AT LEILINS ® PA- CART ALL Ew'OSEO POUNDATION WALLS Tl'P_ - srP x,a � =re• 6� � ,.� x ,a ,�,� �• brP � ,.� •x,a `� ,Taub �Lr��• � �a� � o� �- i� n Foa � a wxc ,Fxv.F •wo AM ,exnme f 6rw.reL °o° B�° L7 �.f'�� lY\ \h�. \\i /N SECTION wi SECTION SECTION scut r = i - o• � - � - o � scvE. sia - m ,re9 scuE. s.� - i a .x39 scnLe � . i - o A3.3 5t£ 9i9G, xe s,wc, scE Srmisr 5ff 5nar �� 3xa K \ � frT� Frsnn��6 � \ xro srvD ws ro �a�n � bs s,m - vau irffso wi avRON cF r+qR- Ar nt ro FaR bRner SrU wu n, - 'no r7znrnrr��.�s wFwsnxs nr w xty FrtE n, I. �r � c LsLN+i Fttu51G -'Fw A, o/c�� I II FRNt nr t•o.G�`" A � n�rD � � ,. L wuL t'/tcsw3 W5 - ® rss xg5rwu ( Q i `- M.xE¢ffi cu (sN'N+U csL Nz TP - -� cF uw m. O are Fwwxw �>s vwww eeu�z rrv.� f O �v�.a r,�u.iro m. O �.e 3> zxe rauuus��Pa's¢® Ancu (•�4wU sMwmiw Fart oanFr s,w ,Fx� M i sr�z x Nr - ao F 5�n� a V/X T . \\ eMrs Ex SECTION ® ®/ SECTION —o i SECTION �� ®was 6EGTION o wraF. sw• = I• - o• a33 scuE. sia . i - o � scue, sia . i o xuF. sit - r - a n U Q V o�R 4 3 5 2 ELEY. o .�K A e , TFLLL� �l g.yh• 4 4 s a� s lid SIaE FONT. REAR ELEY. HILLH� o ELEY. CHECK �aUN,,:R a �. ELEY, n Raa EW �I, s 5 Y p 5 O DC ti �1 r m x jf n FLOOR PLAN _ o I_ 1 2 a DETAIL I rocrz n U Q V o�R 4 3 5 2 ELEY. o .�K A e , TFLLL� �l g.yh• 4 4 s a� s lid SIaE FONT. REAR ELEY. HILLH� o ELEY. CHECK �aUN,,:R a �. ELEY, n Raa EW �I, s 5 Y p 5 O DC ti �1 r m x jf n FLOOR PLAN _ o NOTES Oj 4• CARPET BASE BASE - SEE DETAIL V 1 - SEE SLHEWLE O 17" DEEP, I" THICK HD. PARTICLE BD. — jUSTABLE SHELVtNfi OB 24" DEEP, I" THICK HD. PARTICLE BD, ADJUSTABLE SHELVING ® LOCK OS SOILD SURPAOE COUNTER TOP - 5EE DTL. 6/A43 © 514" x 4" HARDYIOOD BALK SPLASH AT 50111 SURFACE COUNTER TOP O OERAMIL TILE BASE BASE - SEE DETAIL I/A4.t -SEE SLHEDULE GENERAL NOTE5 t TOP: (0) LAYERS S/4" — PARTICLE BD. GgINTCR TOES W PLASTIC LAM. 2 OVERHEAD OABINET TOPS: MELAMINE 3 END': MELAMINE 8ACK5: MELAMINE 4 SEE MELH. FOR PLUMBING Fl— S 5 PROVIDE (4) 4" L x I" W SLOTS IN COUNTER TOP AT EAOH CAMPUTER WORK STATION AJ PVC bl¢OMMETS. VERIFY LOOATION WITH ARCHITECT 6 4" TOE 5FACE T-IOAL I I_ I a DETAIL I �erAl� s NOTES Oj 4• CARPET BASE BASE - SEE DETAIL V 1 - SEE SLHEWLE O 17" DEEP, I" THICK HD. PARTICLE BD. — jUSTABLE SHELVtNfi OB 24" DEEP, I" THICK HD. PARTICLE BD, ADJUSTABLE SHELVING ® LOCK OS SOILD SURPAOE COUNTER TOP - 5EE DTL. 6/A43 © 514" x 4" HARDYIOOD BALK SPLASH AT 50111 SURFACE COUNTER TOP O OERAMIL TILE BASE BASE - SEE DETAIL I/A4.t -SEE SLHEDULE GENERAL NOTE5 t TOP: (0) LAYERS S/4" — PARTICLE BD. GgINTCR TOES W PLASTIC LAM. 2 OVERHEAD OABINET TOPS: MELAMINE 3 END': MELAMINE 8ACK5: MELAMINE 4 SEE MELH. FOR PLUMBING Fl— S 5 PROVIDE (4) 4" L x I" W SLOTS IN COUNTER TOP AT EAOH CAMPUTER WORK STATION AJ PVC bl¢OMMETS. VERIFY LOOATION WITH ARCHITECT 6 4" TOE 5FACE T-IOAL I I_ ®_ © =® =�_ 0� m ELEY, o e — i, cl -.IP fifab uBtlF`Y) n � 2 � ELEVATION r i _ I c 4 � � ,cwlw.re Aus � — Hus Lae rs. n n SECTION W SECTION SECTION SECTION ELEVATION w R �.,a -lb 114 NOTES OI BASE -SEE SCHEDULE 12" DEEP, I" THICK Hp. PARTICLE BD. ADJUSTABLE SHELVINb O 24" DEEP, I" THICK H.D. PARTICLE BD. ADJUSTABLE SHELVING ® LOCK US 501LD 5U3FACE C.OIM,ER TOP - 5EE DR. 5/A— © 5/4" X 4" HARDWOOD BACK SPLASH AT SOLID SURFAOE OOUNTER TOP O PLPSPC LAMINATE COUNTER TOP. 4" BACK SPLASH vl/ CONT. SEALANT GENERAL NOTES I TOP: (2J LAYERS 5/4' H.D. PARTICLE BD. OlAINTER TOPS YU RASTIG LAM. 2 OVERHEAD CABINET TOPS: MELAMINE 3 £NDS: MELAMINE BACKS: NffLAM1NE 4 5EE MELH. FOR PWMBIN6 FfXiVRES 5 PROVIDE (4J 4" L z 1" W 5LOT5 IN CWNTER TOP AT EACH OCJMPffER WORK STATION W/ P✓O GROMMETS. VERIFY LOCATION WITH ARCHITECT b 4" TOE SPADE TYPICAL DETAIL LnH ��6 = ��cawn DETAIL � ELEVATION ELEV. ` (DB�SIT r 4 4 4 2 D � r D 5 3 ELEVATION A ELEVATION s ELEVATION c ELEVATION v ELEVATION a ELEVATION ELEVATION ELEVATION H 1. ALL Al 111111 111. WASTE RE—CLE EsPEHSER oRVER �R ; I� � i, PRGnuCTS RECCPTncLc osaLNS[ yErvooli snL I'weR [ A H ax xxo[n msuuw y =l. e x�wL i �.AVN rE To cox z # l tn roILET TOILET LAVAZIrFEwsEn AND LAVATORY Rnou, Sc. U-' STAN Et£c1RICAL W.— STANDARD ACCESSIBILITY INSTALLATION REQUIREMENTS Fo HTA1ry � ScA�. xTS - Q NOTES OI bYPSUM BOARD PAINTED O GERAMIG TILE O OERAMIO TILE BASE WALL MOUNTED SINK - 5EE MEGH. Q WALL MOUNTED —BARS -TALL INSTALL - PROVIDE b 5EE STANDARD AGGE551BILIx ATION REgUIREMENTS THIS SHEET © REC FLOOR STRICTURE 2" FOR OERAHIO FLOOR TILE 5ETTIN BED - SLOPE FLOOR TO FL— DRAIN AT 1/4" PER FOOT SEE FLOOR 1-1- PLAN DHSS. 53.1 �y WAT£R GL05ED -SEE MEOH. PILE AGOENT EA D REST ROOM ACCE550RIE5 MIRROR (24'% B8 ") �g SRA9 BARS - 5EE NOTE 5 PAPER TOWEL DISPENSER Q TOILET PAPER DISPENSER L.5. FLOOR PLAN os M IN ING Allis it it Illm- EmIll i I� DETAIL re PETAL PETAL DETAIL-_, T- � ®� ® / \� ^ ® 2 . . - - - MM- m.:< A= \ ~ \�T &, vr;. \. ) DETAIL n� \ sc"ecviF A�u+v AxArs sNS \ - se axs ' I `� 7 E_ I L � I I. JAMB DooR AA HEAD��e JAMB�D�Pc _ - b b + - - c P RAMS TYPES laAr s —y lYryE carmAU •K .� . ann �� � S�N sffsiwr1XN6 ,� a�Alw� � r� r �aum�wnre oMntr �� TM \� P _ ��va"k •.- •. frPL A_ vocrz t3- *u�_ H Dooa a. HEAD o Dona AEe D� wAMB Do a DOOR TYPES HEAD o oaffaD s1Des � aarnw� rm e A B_ r F RAME PROP Jp`MB.tw• JAMB 3 ti Ae' SECURE 5117E T I W 3 I/' SIDE (INTERIOR) I (EXTERIOR Nsu�a sff scut � � I AI, ---- tFrrtN sr¢ ��r nBri A. ory PUDLIC. SIDE (EXTERIOR) L s.s *nm �srcv (rPry �D � ._ SECURE SIDE (INTERIOR D 0 0 R S C H E D U L E s v3 d' f g DOOR FRAME DETAILS g o 3 IL/SING TYPES s T HRESHOLD SIZE 1 r REMARKS g ALUMN. ANpD 3,. < /A.1 a w REMARKS B O • v • c .G d � IlAb.t 5/ -5 AiuM ALA NOP ANDD G G ALUM � A�1.,. ANpp 6/A6 yAb Ab.l �,A6, E/AE3 3/A61 I D ALllMN. ANON 41A .1 5/A 1 5/M.1 E ALUMN, ANOD 4/Ab.1 5/A6.1 5 /AbJ a • G A NA51 - - s • G I a 1 — w»oD B AIlM. /woD e/Aa.l NAa.1 3 WDaD B A Ab 5 I • G 5 9 wpoD B A AuM /AV NPs. s e • C7 3 B/ wDDD B A AuM. Aa P i G B 5 D a A AI�,M N ._._ _ 5 — — Io • O B -5/ M. A 5 NM. PAINT Breb FiAnD - z _ II • G A 9 —N A Al1M B1A6 / - -_. B A _ 14 15 1 U . p B B/, veroD srnv B A l Nwo a /A6 clsb.l - s Ib • O s { 1 -51.w vraro STAN B A AIyM. Arvoo B/Aa.1 —1 5 _ I' • t, A 3 p ) o -B/4• YCaD 5rA N B A AIyNn. ANIJD BlA4. Nb l B la • G 3 A —I - a ♦ O B vrwD a 20 • G 5 9 vGOD ® A �I • . B A6 = - aa • G p• / <• A A DI . 0 � � , p• B /.• weeD $rrN B A e �A • O .* _e s O r o' -B /a• va;pp SrA N e A WINDOW SCHEDULE s WINDOW DETAILS GLAZING T YPES m x..11 z �1x u y v7 REMARKS A ALUMN. ANpD 3,. < /A.1 —.1 — B —N. BRY.»1E IlAb.t 2/A6.1 VAb G AtUMN. ANOO 4/A6.1 5 /AbA 3/A61 D ALllMN. ANON 41A .1 5/A 1 5/M.1 E ALUMN, ANOD 4/Ab.1 5/A6.1 5 /AbJ unw.Ar rm �smwT. NS� 5LL 5 LL .Ib a I 5, s I `A I I SECTION T — ��>ulrw -� x.mwE HEAD Don as1 ro.l s• V 1 xl<cu,:. 3 � a �s srvD ,EN,ArD P] rl E 5 0o p JAMB won A WINDOW T Y P E Sum CEILING 5j5MN51011 y ST BRACING SEISMIC BRACING DETAIL SESM C BRACING DETAIL. --l— HEAD THRESHOLD t'E"\ \t FIRM EX71N61JISHER CABINET DETAIL THRESHOLD F I N I S H S C H E D U L E 0 ROOM NAML WALLS REMARKS DESCRIPTION 101 V S T. --- - ri --- 51 — WI - WI -- K --Al CI F FLOOR 3-T B BAS 102 ECINIF 62Ji ROOM F2 52 Y41 At At 03 10 O" 103 Lo. F2 52 - Al At At K NI GI 1 9-0" 04 - F5 53 — A Al K At G I a -O 'T -A5t-4 ROOM F2 - R2 Al At At At GI &-C" 106 TELLERS_ F2 A At WI At C3 101-o' o'? TELLER WAITING _52 F 51 At NI At Al 02, G4 lo' -J" 05 5TCRA6 E r? B2 At NI At A, GI go" l- —1l 11i W/ 4' —1 -E W WALLS C- pEPOSIT_ 52 A K K A, ci 1 1 -0 1, lio _SAFETY HALL _F2_ F2 52 Al Hi At A C5 - fli III MEN'S r9 BI HI/A2 INVA2 WI At CI 11-11, 112 NOMENS r3 BI At W /W2 WI/W2 At V 6`0" 15 F!5 AI At At A CI - j�-o" - ... 1/.' -1 T— -T C CEILING 114 WORK Room F2 52 A! V41 At At C3 11-11, Ir HALL p2 52 Al Hl Al K C5 9 -2" 116 _ oErCr F2 52 At HI K At C5 10' -v = O FFI C E �:2- B2 Aj NI WI At C5 IO` -0" 0-UM ON TM Ai, C3 2 T -1. na - 1 2 ITAIL V6.2 M I X 1 11— T11 ox IP N-1 REMARK 118 --------- EMPLOYEE �OUN61E - -- F4 55 A l V41 At - WI -- c 1 - t 1-1� ---- Iq DATA/ELEC. F4 _ ER A ' H A N 2 L L 011 1:20 oErCE 1`2 52 Al At At Al C5 10'-011 12 CFFCE F:2 K At 05 10� 1.22 - - -- C:2 C4 - 1� FF-- hl At C5 101-01, 24 orrZr 1�2 wl AI C3 - To - -C F5 A , A C I a 777 - L L L At At GI BRANCH M,hNA6ER F2 B2 ril WI WI A , _ C , 707-57-1-1 NN15H 1 - El 1-1 axe��H , 3 x . � viNf� wMPO� iicN nee Nci) t � /� ]a ACGENr GuzEEr i I• ■ II I I I L NOTES O STONE THRESHOLD ® METAL THRESHOLD FINISH PLAN GENERAL STRUCTURAL NOTES GENERAL REQGIREMEN TOUNDA110N INI RE INFORCING STEEL HOIDON ANCHORAG lIOOD CUNT. - VE_R IFILID�(NANOINSPfCIlO4 CONTPERIQDIC N� rxnoe .,rv1.LC .. Lk E.E 7HR _ _ III .� .. 111 11111 11 1.1 IT ED C., TED � E N ENSTn ,i.N o✓ aE — S I N x �. E x E E eE FS =P Uw _ .,PL VVE,E I -- / .'v „ ,1 ry Iry �� _ �IPL. 3. �� , vcxn�. rr ,. E, Uxr o nies - f ,.L INr In I -NIT ED I I , . ,P, .IV „ INF� ITS III .9 �� . N,1 �1� D N E�1 �5 CN, u � — EN, I N.� �: 1 I �ti �fD,re �, — _ ,I IF E 31 E l " I v 'rF ..P -U ,ll BY Etf.nJ..tfl Ix is FIT NNu L N 1, E l _ Iw IEE IIre � DR,E a P_ IN�N.� 1 E Ec ED , ., : STANDARD ABBREVIATI ©NS 31.1 IT I N IF 'I CONCRETE x v _ ,1 Cd FI IS FIT I'll AFTE .1 EGNL Ill F,x EJ01 - 'N I III IInI I'l ov1 �_ vs e c.e LI N 111,1 11 1 afro �� nr bl C"NIN 11 'IFNF FIFEE l a N, IN IF mr LE Uw.wa,s 'rvcry of r ,W.E wa. n,rve ND z -toay xre �.ra.uurnl _" -c' n cw ov o$ a .... 1 LI III c' - NA Ia N,. , z cENLa,.. r�or::II x cL c `e' an .. 1 In oz�N _.. v IT 'Ei PLC ,�I�E1�1 . �N re,.1�1 ro.Iw �� ,. I , F w, ..E, re ET I) NI ore 1 111F IS N IF ,I .NN. D� .,, .,. . I INE I T� , E F re T.P �, N M, ,,, � ,IN 2 FIAT L X10 E w� .mow .LE 6ALD� 1 - ,111 IT, N T,.E:N� tarooc El, FINIIFT Ill ucw ., RED�AC a,m t1.TN rc� F r r vLUT I'll otl'v 11 INAL, IF1111. 1. 1111 IN III Ell It' OJT I CIE 0 (I.1,cN Lx Nn =A5 le is 1111 i+: TH - .w.u� nL III ILL IC' IF �rvor nvn ux[ 'J�. S � r 1E "I CLIFF t 2,�NG IF LAI NINE �Kn ..c ux .rvu j. tN xt .a. R. ^LL y • r 1 u.ry in z 1 M . * ,n r ,t x v� w 1111 ilP ' ' 1, _P uG lll4E STRUCTERAL STEEL Ec rPLw TOn. u1w I,�w. Sw . vc n_ v.ac E mu eE PER c 3),I xrx ..,.,,L +r r L, 1., 1, ry k iP .a I.s. rvr=,r PRECAMDODTRUSS Ell" ..EC �.N, �r. �x ,.e ... E1 1 ItEl IF Ev1 ..o rEn x rn.c ' c - aNI INI.rea II n„ u,.L BI �. s L o xc cc uN„ .. L�� ry s ' 011 Ill eN1 IDEA E nr< La I Ill 2 I'll- (.ND .:L L BASIS FOR DESIGN INITIES111 'LLEIL IF IFFEENIS, ILI11 VIII III I- IS III IF 11 III' III I III 2 �.s. Lour CC uuL Lv6 e - 1 E LEAST 11111 "1 111 BE 1 ,4 BILE i � ll C kAIi E 0 ai kv I.. ExR�E Ei_ reE1 , E o �� n I ve NE III, .WL P, L- c c r, TEII IN III It' r. E,. _asEr< v� F 61 wn In ..N,,.k _.. -_ INT INIDS roil v vL�o.1 .Y r v LFI.- I ll Ell � D� ti w .> I - o1 �L E IF, SHEET INDEX — SH EX R... .... .> > ��x�E 1 ry .ou,.� a INSPECTIONS SHEET NOT SH[fTTI11f RRIf10V ELECT 1, z c- i L FLINT n r -ME SANS ry r: .1 uER By',,. '�N IvEN rvN Rest s,n e '.+; �r, v eN L o „�c �'^ `' "_, - Sdf El' STD ABBRENATIONI SHUT INDEX o" ' I TELL a.,n . Nw c a s �u,L rvcL rs .cz ,� _emE� oz n. z o E.ec.. Lc e 1. Wei 1 - E. L,•7 ea: s�� I rx 1 ` SL' 106NDSilOVP1AR _.. a .EF Iv DI N cPV El IILre _ vH L- CN .✓✓o wvn M V W"I111 r.z' „�.; i w - i,z� „r ti ". :wo - - eiP S5F2 '. k70N6ATI0N OIMEN510N PLAN rasp < "Ill yr rn'r TE _ kL.;,.IL gnu St' RWFF AMMO iaTCnkL L ry _. y v'E'. N IN t P - Itus .v, aR a ., Itc 1. titer F. Sl E. "�v DETAILS ' >;- " E - +,'.:. +L) _ / I S5. -. FL NG ETA DEiA115 - TT CFF- Er l ' IF I Ell LEE 1110 I IF FOUNDATION' Tu vao o. , N 1I . r. LI u r r n..IN I ,1 I,Cn s �, x Pc 1 ,3FE a v ..c „n .I w, v.., .. n n ...n. • " INL IN I' ) s A.1 ILL 11—A EIE1IN­ IN ICI r.Iwe I FILL oLee .0 Ewo I c Li�LU nL SDIIIII N tif. r^ oNaau � x � o �uNo R' F'S FI:l IN,N„ v Prvo DLL Ar o� ITS II Cl WCNIL2 1111 N E I 11 1 FLEAS 11 1 1 N +Er oN. sigU 11 CSIDITSIl 1-11 11 FF;1SITFI m n, N occnw. Lx un ma QUALITY ASSUR ANCE 1AI N ur riot u 1 s F� ii v ° / \ . =noel tA2 III III viox E I c _ v a+1 L L vu, EL . ,u N Lu 1 L _. ,u+ + E_ F, �' E. ,I 'TENT sL Y_ F O ....FREE L _ I. D ,Erv,N,I 5 E.EE P �_N.,rrv.D EDr rv.1� J 1�,� a� „E. �1.� � r 'IF N' Ls nccDSDJED ,NDDINF ED N<LU BE E ,NC.fTC.. - " IF FE " Err _. � JULBi� ILU LD oI ax I II D " 01 t 11 1 �05 1 1 wF2 O - - - -- - -f L - -_ — N — - - - -- II I II, o l 1 1 �aHa 1 — �r -T, I IF 117 II �L i I Y , H ❑ FO PLAN NOTES L +- LET L, 111111 FT vE u F Ir s rvT "rC T T� ­1 rlv UN TI N [t /c s I I I I I 1 I I I I I 1 I I 1� I I III 1L II I1 1 I , 11 I 111 II I I 1 I 1 tH> I I I 1 I I 1 1 I I 1 I I I I r �l F A T �,j �f I I O I O I I I I I II _1T ­ •,, <ra.a FOUNDATION PLAN _ ASSOCIATES BRfNf ANO AA 2561 7 �J STATE OF IDAHO) ASSOCIATES A I r � , ARCHITECTURE caNSU T N s z o m 4 o �- 0 0 w d N � O a �slaN OFAWN 8 T � 0 — ONIL O CNECNEb BY D0.1E� DRAWING NO SU ov — FOUNDATION PLAN NOTES CONE. C v. o -- — F) n 0 - - -- - - - - -- -... - -- - -- - I '.� oa11 T E o KEYNOTES 3.,cT r,.�- xr i EV c, 'IF I 1 = 5 / 9 /2 PSE WFUM w/ 5115M as t � ^ HI s ­NN —_ —_ --. i I Y , H ❑ FO PLAN NOTES L +- LET L, 111111 FT vE u F Ir s rvT "rC T T� ­1 rlv UN TI N [t /c s I I I I I 1 I I I I I 1 I I 1� I I III 1L II I1 1 I , 11 I 111 II I I 1 I 1 tH> I I I 1 I I 1 1 I I 1 I I I I r �l F A T �,j �f I I O I O I I I I I II _1T ­ •,, <ra.a FOUNDATION PLAN _ ASSOCIATES BRfNf ANO AA 2561 7 �J STATE OF IDAHO) ASSOCIATES A I r � , ARCHITECTURE caNSU T N s z o m 4 o �- 0 0 w d N � O a �slaN OFAWN 8 T � 0 — ONIL O CNECNEb BY D0.1E� DRAWING NO SU ov — i FOUNDATION DIMENSION PLAN _ sr KEYNOTES. _ ROOF FRAMIN PLAN NOTE e ni 11 X55 nJ'm Y A T x� A o Fs� CID ti o wow .ow M� 2," F , r, ,r rE. . 1� F 111 s -- - - - - -- — -� cD oaEIQ r — AFO o OPTS wee 1015T w/ oa. my c au I . _ uunons. e w 1 . v, 11 ar.r r �- rm.re �- �ja w° rai yes reoor volts a rzr ac � r i I - c t 3/an /s Ave - _ 'IF i c vti s -ILI Ir s r_. 11 2 LVL OU 1 31 1/8 cvE I ILL 11 111 111 SI IT FIL( F Q D via es c. - 1 ITLIS I'LL, III / / cowwx iD - t ' nvs ni n 1— ewasoN eento - 1 w/ a) � a, .rs 1 �. .:.� ,-r.. , - r ss, i. roa N'_ rasionos /�e rnwux a z .. � �r.. I- �r re =o i ,_e rE.w:a �unncr. ©zs a0'm I �s� O.c. _ RI 3 IF I— � Y HF i. A OW TO LAP AND MATCH ' A' REL 2d F— oowFL TO nurcx FoDO. 24 5. WPAGIED SUBGFPDE SEE GSN A 5 "A A E SEE FOU i1ON . CONCRETE FOOTING AT CONCRETE WALL CIEON M _ ERP OR TRUSS B EA RIN G 01 P P OR L OR GIRDER, TOExut 3 ea B P JOS T, T PEE RAIEFAGl1 END () tl I P t OR E .1 PAC TaPI 81 T 6" 0 � / /�/ TO, E PU ;E 10 ST D END wa 0 EACH SNO US LATE mrD ?P SOLE _ DOUBLE SCUDS, FACE NAIL UNO 2 UB 6 DOUBLE TOP PLATES. FACE PALL, UN AT " O.G 101' ­TES LAPS AND INTERSECTIONS, IS) t6a I ED IIIHNUOUS�NGDER IOESLUODN I DO BE (4) 9tl �� i "I aDisTS, LAPS mreR PARTmorvs. FACE NmL a 16a cE¢ixc =TS TO PARALLEL RATERS FACE MAL (a t6a __ -- ER STEER, iwD EITHER COISON OR SINNER E B­ NOT NOTED ATE—GE SHALL BE PER BU -LE 23ATM 1 NOiri: FOUxO uNETRILs AN DID, HE "ARE OE LEEZ O 'Co , w . 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Lonrs +o'a`nrr RooR , eNArcn oNLma�rrxr,�sr«alrolw STATE OF IDAHO ®�_ o"E� a mwa °°N� Y vAw s Aa _eRar+o _ 0 rs, -E an_- mrn w. s 1 ,. 0 3pr1 f` wt»B glrtErs '\ r I- frA'.NV A GFF HALL / OR _ O__— 0 1 M f Io9 a vw�- .m�nz s,w.N "` �` - ASSOCIATES a m.ea Y� r 9�sra ME M ra 6 y s t� p orz h0 °E� — A " M �ArA m a n T - s t �E o A h BIr19,rY r61.A A�041ANitt allt£ oYBIHt G O fi rARCHITECTURE 1, "rF rw�I�AV,c.w,xw.L COao.xc99,amArA wroAre,rffx,r oK no.�.. 1152 BM -PE � n -I, XUNOEA IP iSAkasr l'W4AW Wr0 W&E mAY AernE 03490 � ��il Nh:�r�l f /� © Axr E 2aa�5a °� -- 4 wurl �� IN �� O oe s o�.�m.i fV4 Mau � w.r0 EI-1 ARfAKWFYexACr DETAIL — TELEPHONE / DATA w SMVVTiA j �3 11a5 I Nis e uv,ureM ExOMEEFMO h L Q TERMINAL BOARD —Z NOW o warwce -< � j N L7 �r � Em.+Erc conoul. � nEw a nD - - Al L Dy"I j ro d w,ze au - �� U I � cl�a�r nY cwra aEfele L/ I]b \ 154�E t"N L MI .,HES r0 -" 03 DI5G4NNEGT ELCYATIUN Al wl e r x r, J zEFfa 1 1. -14T n c 5-NE5 'L nrN+l FLOOR PLAN - POWER N— N : r z ALF, I1 = I• -p" MECHANICAL EQUIPMENT SCHEDULE _ L K &�EAKfrz Oa Eql kENA2K5 ff e n+A,rs, �x r�xnwcu a. 98 E 4 xAr� ae c In - , wi TE Fc1 s carcEVS r� wrr ao mw z 3 - - - IA Fs AYT IT r °- 9I x0e 5 11 i � wz ,9r5� I I I i .. o srEil. ''. rx -,KEr3 vno u.L o srow� ro � �wA 3a �� _ Q f C c ° ! © IF o .11 n c x wo SECTION 91 rc ary o I I ear o A y ' PA- S<F-d �AO.wcrr.� F �o REwzlo�anory LHL CONDENSING UNIT — CONDUIT DIAGRAM �ELA IT Awe I II wncc Ed ® iMr t SLAG) �© O 1 ® L _..... A or GABLE TRAY SY'STEaMr ;o .11 -r " AY lYl— ear _ I I _ "" ? a2r �, r / �- u-r£a! xsrr,L. rru LIA o Ice re r c. rnx o w>:er srri EO c"LFxeAress. aawlsla,s roa.,rrs i„g.� w / a I au,,ws J R 4aA� e � rnrA�s. a w ea e eo_.�o�rAeEennw,�rcn , Ez rrurar cneaoslL a�aw� I R . a� ® a ri wnlxs � I �I 7 LJ �� S E .A oE� err of Al I A A A Y LP&.E IHAY - - C•� C _ —__ _ "�hllvroes svee Fl ®, 0 RE.ION- p o Y. secnoe w -� sscran m-e - .\ " . IE A. cau-T 5x411 eE q re< =wE CUxE Ir�iur»w,,,,«E SROn,o IN A$4 - GABLE TRAY GUTTING TOOL I�rAL LEYs I �! ` !� Ew3ra�vlEw N xEwd d on¢ RECEPTACLE MOUNTINS DETAIL R� eY DB xa' __ _ , I EM GABLE TRAY NOTES Npsr E E Le 3�s — EO BY DALE: _ JLh MY. / CHE TEP APRI: 06 - arm Nsrau 1 F� _: ,c96agg3 DRAWING NO. Fl-00R PLAN - GAESLE TRAY SYSTEM ,.aRNERZ Z x r �a ff�P ! YIY I�]C TYPICAL GABLE TRAY MOUNTINS DETAIL A v I M ARC. - _coe"TreoL�ous Plxnr+E wore �Irw uro Txe or�x >x�R Srxr . � � � wx.Rq, c�m<<nm wrng �urcx Aur, rxE rro 0 F AO".vs: ws "resA " ro oLers " e wire clwx xroelslox O 0�� FCYUIFEO�i� [F£N / LLOSE 51FM5 A p�R� rNW LhNES.IABEL Al M o UI lNff u IT WMkCL'— uA �. ­E FlbttrGf]1 oJlSGE Ao AxF1 wIeRE A w oCF L zlCx A9 XrtBUUrlc+ti -r tX. Im A fnLE ACror colgErtwTM n�o aL. � � i�r'�s e:revicR a.evnrla� vlrmroR �` "sloe L16HT FIXTURE SCHEDULE TYPE DESCRIPTION MOUNT VOLT LAMPS MFGR. CATALOG $ NOTES F7 .....— O I TE L­'­ rl�ies r laz rsr im[z wR 11-1 oal�ArEO ro � wAL �^urr.�n. a - w NRE foMl+aL a _ 0 sru+oARO wLOR/ Flwze ro ee �scrm er Axlmr£r. F2 JD9 325 O 3 SrPNOAPD wIOR / iIMSH, io EE SF1ECrFn ev ARGNIrELT. �6 0 wckALL NEIErt LF FXNFE rn BE ilEin oErzRnlr� ar AccxlrELi. 4 Pe..x�a sx]a � 82Y0 a YIEfMp A �OD F4 rel (ave) zriaasa F3 a RRa - xor -za -os �" DRAWING N0. I E2.0 e of F4 —T I— F 6 F7 = �"- wE � �— aF 9 F8 i`. r (Ha212.LA^x') RK£sEFD way xr45Pxj5 e o Ei SISrRMif l2o F9 E 1NO 6TI YeIg2 m E M HID , LL CIO WO H�NIA hiYfL IWM 1B /� F10 t`A�° e r p AL fil olaur curve w�TM cE"rc warto — — F12 lil L F13 L�xIOLLT x — o r'��",' LIT -1A Flo „aslL F14 n M ali rtwwrraw rwav,� �p o� A r/ Al A - o s r r , -n.l� F15 F16 a R - -- SIB + F77 `R aefLECrax . � ” � Ia F18 �� �ROI�EI 2��wlA MIO 000J w� ew W �r AF��['IATES DALE G PEd1Y Afl-11T1 STATE OF IDAHO ASSOCIATES o ARCHITECTURE UV W. I— e �muxc, mwo eaua dee EOB 95929 �DR�,LTA "rs. 2 Y Z J v Q Z a lu ar rr � v FIL RECESSED L16HT FIXTURE MOUNTING DETAIL NP S ALE l W 1 EIXNRE.IVOiE5: _ TI A AN a I slaw _ LILS WiH EIHtsCNCY BAnERl BhLASr, ro rc LxW N ♦ xo casFEO ENC -cots ro eE IrD ou Aerc ult�/.R sl.Iwr.icFM LAr6's. .....— O I TE L­'­ rl�ies r laz rsr im[z wR 11-1 oal�ArEO ro � wAL �^urr.�n. a - w NRE foMl+aL �., R bPh COO— _ 0 sru+oARO wLOR/ Flwze ro ee �scrm er Axlmr£r. oaAwx ec JD9 325 O 3 SrPNOAPD wIOR / iIMSH, io EE SF1ECrFn ev ARGNIrELT. �6 0 wckALL NEIErt LF FXNFE rn BE ilEin oErzRnlr� ar AccxlrELi. 4 Pe..x�a sx]a � 82Y0 a YIEfMp A �OD F4 rel (ave) zriaasa CNECNES BY. TEP OA1E: —I Ob - xor -za -os �" DRAWING N0. I E2.0 ��-� rm /Xoa) ax+4s5 of RECESSED L16HT FIXTURE MOUNTING DETAIL NP S ALE ELECTRICAL SYMBOL SCHEDULE ® R ) ME"MA4ICAL SrNTCx WINGS) U 1u I "NA IT "I I ART Li - Aral _ - u $ L" 'AUTGI RELE1111 - -l — ID ¢g ERG 4 V J TWFS AND III A E 5 NIER $ _ $ tELEPIVJNE Ns eo 0 W1S NJ dG4E AN ALLS 1_. NI lwel SS ARFARN cG,S LE�ERArr ­AY SNITCH $ ) - ilLLwone IN (1.1— .N w naa ­IEL) I T li I / AL07 LIGHT NOT ES _o NAI rwxE e 1 E LoutiEC - - R A ro N W INTRA NPNCO N 0 ITITAELEITRIC c L /sw 11 - " - "__ -- U Tn+E GL — — a AN {SVSURGE WNO) ( ,Ex)� Q Ec T) FGM uW £xWLE E Ril ­T SM K HA, TO INSH TA L£TA RU NO F E &WMN . USIES NEE NE / NATA ELARA (G RN_ s 11A JT1 c0) ^9 R- d CN CRS UNDERGROUND 3� BRA ill GAWNG N­ (ON TTY GLEET A AT..) 3 6 = RM D mD o LNIL. d _ U J G 1 J.NLETt A5 G1 IL, ME 1 °J�fi'IBLEO c'am crs wrrx _ cR D e t ..DATED GRCOND ONDU - 2 FIN 1110F CONNEGROIN 111T O __1E wR tF1£w.gFE .USN r ANCF & OR DATA OUTLET 11 C)LIET ANA— `" rOR G. P ov 1-11 . ANNING IN # uma, EAR NM LG a Gm.ET 1 A.F F A111 N111 ED T1911 Ni �. A eLnvDxArE TEwmrw rows AT earN PNO wn+o1++ETe aRCN n)rzAl wnlNS I. ANR AM ILE ro AS NOr TO YALL MIDwAT IN TiESE FlN5Fff5 GENERAL N0TE5 (ALL �M) ATY ALL LA II .. 9 3 m A Ec AA s - vrEry cFPUtrolx Ewvasrn.ve ss �reEUD. 46 6 T fYiKY AIaJ T ELEG WN PRiN qD.i s R[YdP�JJ cN ALL e N TLOCaf OIG OY ALL ttLE aJE /OATa a.LP- ttlowxE,e crzlaa. To to AHAL 1 N a AANNO MwM G—lTN NCE I1 E AIAAL'� GGIAN ALL — CARLE RERRKT5 FOR T15 L-G —PAT A55'X' ARTH F EL�i Is TIE= N GIp J THE boY IGGI All "OENAY 16 EGNMM AN_ TO NECa=ART,: AiALL f 'Ew dr n¢ARCH r 1 —11— Ni,1t hi' B TO AREDNA-Y ACe9MA,.N E.E OLE BA wlr+LOVEe rIN15N 5RADE n , ANLMOR _15 TG.11 r_ vaE OMPACO" o e: ��e o- �R M roRPRr"�1LEvTRWEA EA PALL P14 POLE LIGHT MOUNTING DETAIL NO xALE 8_ A IRn ME"MA4ICAL SrNTCx U 1u I "NA IT "I I ART Li - Aral _ - u $ L" 'AUTGI p:. t caNrACrs 4 V J TWFS AND III A E 5 NIER —,I— _E rF a/buE wREr / vnrA t,N. 4 tELEPIVJNE Ns eo 0 W1S NJ dG4E AN ALLS 1_. NI lwel SS ARFARN cG,S LE�ERArr LCN ffRi V rM LET 'A NG - ilLLwone _ °PL A w:e`a m 1.o., I T w a>=, A. res As rfa rEe cq °RQ" Ro NOT ES —�Rn NAI rwxE e 1 E LoutiEC - - . hL MG.fITilS xEI6NT5 TPiGAL r-' PR ro zE zoa uNE, �rzw EnraTOx rr-TNP NOwuR ma i.r+,wrxsmvlcE ATE L1iiLF NE aW 'E FGM uW £xWLE E Ril ­T SM K HA, TO INSH TA L£TA RU NO F E &WMN . USIES # -1' E%16TIN5 DfY LS \ �'. cAgINEr 3� AcruRNb DRNJINFl fiM ELECTRICK SFRVN,E STtlo-an lc0 ay u '.. II ' _ ° A ,.ae5 �05N5 3 6 = RM D mD o J s ,rF O c:MA a11�7w,1A P 1 1 J.NLETt A5 G1 IL, ME 1 °J�fi'IBLEO c'am crs wrrx 2 O __1E wR tF1£w.gFE .USN r ARLaIrE„ .a:a1 anNS IN GE 1., 6B8PAL coazolraAna$ xon: `" rOR G. P ov 1-11 . ANNING IN # uma, EAR NM LG a Gm.ET 1 I�R xs HoTEOI � E` wuL—I —AUK MAN HaTS.,vw Fx cr LaATa+ T5 Tta �. A eLnvDxArE TEwmrw rows AT earN PNO wn+o1++ETe aRCN n)rzAl wnlNS I. ANR AM ILE ro AS NOr TO YALL MIDwAT IN TiESE FlN5Fff5 I,'I I f +415tE0 BOOR Ni » 0.¢cNT N�NOREICVA„ TO Pgvmrumm -L Crs awm[cT 'woRTO RawFm•• b GCrzo an To PRL ` �1 �pLAGONWTN IR T oPMARK RLIV rHEPHpI•£ uriMPRNT. 5EE CONiui S'MEL'NLE TH5 SHEET. R� TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAM Gp�T ALLO ��T�rNE M rMM KsCTR.GAL � zRVILE FLSV € PpEx RzLx `MEET OS AE } '" A CaRo 8_ G—RA ELT c c �lO ,altmaLS Erc. wORwNA RTH T ' m oFNEx. 4L L 11. ML • � — aEirore A IRn 1 I I 1u I D ") ru5c 1 "tsoJ II +, i caNrACrs 4 V J -- I tELEPIVJNE Ns eo 0 W1S NJ dG4E AN ALLS 1_. NI lwel SS ARFARN cG,S LE�ERArr 'A NG -__ '== I T G—RA ELT c c �lO ,altmaLS Erc. wORwNA RTH T ' m oFNEx. 4L L 11. ML • � — aEirore menu 5" sxaa ¢.zAT01 w rmu T�iy mp w,:at Teq�renlpNI 1, 1. p pcmc and E te" 1 —N. tre tlttv wmpay R _. "I work aid NO dll cash ! egippte arL opoeating sjslenw as dP LtW Ul tle yNeml� 1tt ePSTEpet� APAY N _ t : A }E OF ko he..)bG— reK(]>OLIE a35 Moo PP -- ASSOCIAT[;S GALE C PETTY AR -1111 STATE OF IDAHO — &— ASSOCIATES Is 0 ARCHITECTURE LDD — �m xa e N p � W N F 0 U Z Z w N H U � N a-CHR. OR. ew ,rod xo. LB CHECK 3 PATE TE t L o6 D RAWINC NO E,O — C 1 I I I UTILITY caNrACrs 4 V J ELFCTRICAL V AL P01^Rd CO RExBI,R5, if3. (mil � -4 a0 tELEPIVJNE Ns eo 0 W1S NJ dG4E AN ALLS 1_. NI lwel SS ARFARN cG,S LE�ERArr 5PEVAL NOTE: a<.roR M_R.sNNe . R ", Nil HN1' menu 5" sxaa ¢.zAT01 w rmu T�iy mp w,:at Teq�renlpNI 1, 1. p pcmc and E te" 1 —N. tre tlttv wmpay R _. "I work aid NO dll cash ! egippte arL opoeating sjslenw as dP LtW Ul tle yNeml� 1tt ePSTEpet� APAY N _ t : A }E OF ko he..)bG— reK(]>OLIE a35 Moo PP -- ASSOCIAT[;S GALE C PETTY AR -1111 STATE OF IDAHO — &— ASSOCIATES Is 0 ARCHITECTURE LDD — �m xa e N p � W N F 0 U Z Z w N H U � N a-CHR. OR. ew ,rod xo. LB CHECK 3 PATE TE t L o6 D RAWINC NO E,O — C