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Home My WebLink AboutAS BUILT PLANS 2 - 11-00390 - 37 S 2nd E - New Building - BeaumontmW I at" 11 �� u. �I WENT A McFARLAND AR -2561 DRAWING INDEX STATE OF IDAHO DRAWING DRAWING; (DRAWING .._. ...... ..DRAWING hsz� 3C�N R1L ARCHITECTURAL STR TURAL bs. ELECTRICAL G1.1 COVER SHEET A1.1 FLOOR PLAN - MAIN LEVEL SOA GENERAL NOTES E1.0 ELECTRICAL SITE PLAN G1.2 INDEX TO DRAWINGS A1.2 ! FLOOR PLAN - SECOND LEVEL SO.2 % SCHEDULES E1.1 NOTES, DETAILS, AND SCHEDULES Gi.3 CODE REVIEW PLAN A1.3 FLOOR PLAN - THIRD LEVEL O Ei.2 POWER RISER R PANEL SCHEDULES A1.4 DIMENSION FLOOR PLAN - MAIN LEVEL 51,0 FOOTING AND FOUNDATION PLAN E1.3 POWER RISER k PANEL SCHEDULES �ITF�VELgPMEN Al." OPENING DIMENSION PLAN - MAIN LEVEL Si.t '; St.2 LEVEL TWO FRAMING PUN LEVEL THREE FRAMING PLAN Ei.4 POWER RISER t PANEL SCHEDULES F . A1.5 DIMENSION FLOOR PLAN - SECOND LEVEL S1.3 1 HIGH ROOF FRAMING PLAN REVISION: Dt.t "SDIA SITE DEMOLITION PUN A1.6 DIMENSION FLOOR PLAN - THIRD LEVEL E2.1 MAIN LEVEL PLAN - LIGHTING SITE PLAN - OVERALL I A1.7 REFLECTED CEILING PLAN - MAIN LEVEL j S2.0 BRACE ELEVATIONS E2.2 SECOND LEVEL PLAN - LIGHTING SD i $ SITE PUN - LA70UT t M A I REnZCTED CEIUNO PLAN - SECOND LEVEL 03.0 DETAILS E2.3 : THIRD LEVEL PUN - LIOHTINO SD1.3 SITE PLAN - GRADING A1.9 REFLECTED CEILING PLAN - THIRD LEVEL 55.1 :DETAILS E3.1 MAIN LEVEL PLAN -POWER SD1.4 SITE PLAN - UTILITIES A1.10 ROOF PLAN S5.2 S5.3 DETAILS ! DETAILS E3.2 SECOND LEVEL PUN -POWER SD2.1 SITE DETAILS Ai.it '', ROOFING DETAILS S5.4 DETAILS E3.3 THIRD LEYEI PLAN -POWER SD2.2 SITE DETAILS A7.12 ROOFING DETAILS S5.5 DETAILS E3.4 MAIN LEVEL PLAN - MECHANICAL CONNECTION SD2.3 SITE DETAILS E3.5 SECOND LEVEL PLAN - MECHANICAL CONNECTION A2.1 EXTERIOR ELEVATIONS - NORTH/WEST E3.6 THIRD LEVEL PLAN - MECHANICAL CONNECTION A2.2 EXTERIOR ELEVATIONS - SOUTH /EAST pLUMQ�NG E4.1 MAIN LEVEL PLAN - FIRE ALARM A3.1 BUILDING SECTIONS E4.2 SECOND LEVEL PLAN - FIRE ALARM A3.2 ! WALL SECTK)NS Pt.t FOUNDATION R MAIN LEVEL PLUMBING PLANS E4.3 THIRD LEVEL PLAN - FIRE ALARM A3.3 BUILDING SECTIONS P1.2 SECOND & THIRD LEVEL PLUMBING PUNS A3.4 STAIR SECTION k DETAILS p2.1 LARGE SCALE PLUMBING PLANS A3.5 '!, STAIR SECTION d DETAILS P2.2 PLUMBING DETAILS AND DIAGRAMS A4.1 INTERIOR ELEVATIONS P3.1 PIPING DIAGRAMS k FIXTURE SCHEDULE A4.2 MILLWORK ELEVATIONS & DETAILS A4.3 j MILLWORK ELEVATIONS & DETAILS A5.1 EXTERIOR DOOR SCHEDULE & DETAILS MECHANICAL A5.2 INTERIOR DOOR SCHEDULE MIA ',MAIN LEVEL 3 ROOF MECHANICAL PLANS A5.4 WINDOW SCHEDULE M1.2 (SECOND R THIRD LEVEL MECHANICAL PLANS A5.5 WINDOW DETAILS M2.1 MAIN LEVEL PIPING PLANS M21 ! SECOND LEVEL PIPING PLANS M2.3 THIRD LEVEL PIPING PLANS FURNISHINGS F1.1 FINISH SCHEDULE R FLOOR PLAN - MAIN LEVEL M3.1 MECHANICAL DETAILS h DIAGRAMS F1.2 FINISH SCHEDULE R FLOOR PLAN - SECOND LEVEL F1.3 FINISH SCHEDULE k FLOOR PLAN - THIRD LEVEL M4.1 MECHANICAL SCHEDULES F2.1 FINISH MATERIALS SCHEDULE F2.2 FINISH MATERIALS SCHEDULE F2.3 FINISH MATERIALS SCHEDULE u. �I WENT A McFARLAND AR -2561 STATE OF IDAHO Q� 0$ CONSULTANT- ILEU DESIGN VM DESIGN 75 Scutt, 600 Wk Logan, UT (435) 752 -4544 STRUCTURAL ETA. TANNER SARF= STRUCnraAL ENpNERS 233 North 1250 Writ 1= Bmmtfl,L Uton SW4 (801) 296 -6795 v . 315 WNt CmtW P000tdio, Iddw 83204 (206) 233 -OW F. (�80�1{) 233 -0629 p AV 1NE Etld ' IN , 1823 E. Curter St. Pecot.11. foMo 63201 (208) 232 -4439 Fox (208) 232 -1435 O Z Q lu M� lu F . REVISION: DRAWN BY: JOB N0: GDR 424 CHECKED BY: DATE -RV NOV.It PLOT DATE: IO -26 -12 DRAWING NO. FLE: 42. M,2- • C 2 61.2 OF Ir - E tc taW7E RPSEt RLViH PLooR PLAN - MAIN Le\/mL ECAL6 V16' . F - a — NORTiH STANDARD ACCESS04JTYN L ALL DOORS N THE PUBLIC AND COMMA! USE AREAS SHALL COMPLY WITH ANSI AN7.L NCLUD NECESSARY MANE"Ve"m CLEARANCES AND ACCES SLL DOOR HARDWARE. THIS NCLUDeZ THE EXTFRM SIDE OF THE MAN ENTRY ODORS TO 2. MULL HAVE 3E' MN. CLEAR WDT4 WHEN DOOR IS OPEN 30 OLGRCLS. 3. ALL PLIWABNG MTUQZS AHD APPLIANCES N OWLLL04 UNITS SHALL HAVE MM. 30• X 4C CLEAR FLOOR SP ce AS REOT2 BY FHA, 4. ALL ?tUM!MWA FDMALS APPLWKLS 9 TGLCPHCNLS N PL%LIC AND COMMON USE AREAS SHALL COMPLY WITH A.D.A. W AND MIST WF.I FLooR PLAN - SEGOND L eyeL r _ FLOOR PLAN -THIRD LPL E'. SCAL VI6• . V- O' X� vw. - I. _ & — NDRTIe HH2�ErfI NOT. PROVIDE A MAL CLEAR FLOOR SPACE OF 30X46 AT APPROACH, ALONG 'F— H AN ACCESSOLE ROUTE. Ie ........... . TTICAL TYfC.aL TOWEL DISPENSER TOWEL HAND SANITARY WASTE TISSUE NAPCN WASTE RECEPTACLE DISPENSER DRYER PRODUCTS RECEPTACLE DISPENSER DISPOSAL VENDOR NOTE: NOTE: NY MN. CLR PROVIDL A MN. CLEAR FLOOR SPACE OF 30X44 WITH NOTE: FROM WALL T tT MAX. EXTEWD0 6 UNDER LAV/OI. TO OWLATED GRAS BARS MUST NOT 6 OF LAV PW4NO/PLUMSN9. ROTATE WITHIN THEIR FrrTNGR NN?TEs FALCETS MUST BE LEVER TYPE. ELLCTROWCALLY fLUr` ACTNATM OR APPROVED SELFCLOSNO VALVES FLUSH VALVE HANDLE W DAN. IO SEC. OPEN FLOWD AID BE OPERABLE W/ WIDE SCE OF TOILET. 44' AFP MAX. 2'-6' W /ONE HAND NOT RLCIAHNG TMWT GRASPNG, MOUHT SNdMi AT LATCH 3Y -4Y ` MHL cu.'r PNGtHNA OR TWtS,TNG OF WRK.T. S 6 AbeX FORCE SCE C DOOR, OR NEAREST QA TO 1 V2' OD. I V2' TO REOI ED TO AGTNATC CONTROLS ADJACENT WALL ...- _ BB• MAIL j '' � 4 BAR (TYP3 CLEAa TO i 7 ,t WALL OR 1 I I «iNrLa I NOTCG J Ie 3Y 38• wV • DSffHN ERS l FLUSH VALVE HANDLE NWA � -�—.� 174' C% I AT 44'AFF MAX. ALL SPACE AT APPROACH W Nr iT «.0 ( 3. s B. MAX FORCE TO OPERATE FLUSH VALVE u lw R x S 'd a. WZLk0 R cxee: >2 rN FLOPIN. ,�- i$ 8' F.L fN.00R __W I44 FLOOR ...• k « 1YP1oAf. �' T TY010."L �- FACE OF FN{SFIED WALL GCEARANLC p, TOILET TOILET LAVATORY. MIRROR AND LAVATORY DRNKNS PERMANENT URNAL ELECTRICAL DEVICES SOAP DISPENSER FOUNTAN ROOM SN3NALV- STANDARD ACC555151LIT`t' INSTALLATION REQUIRtMLNTS i e. SCM.E. V4' - ILO' @i3 LEGEND DICI9CFDP1ION PLAN SYMBOL I HR FlRE RATED WALL ...... " "••• 2 HR FlRE RATED WALL -- - - - - -- FIRE EXTINGUISHER + i� a a C. 8 BRENT A Md�ARLAND AR -2565 STATE OF IDAHO d� �a CCRSUITM NWili OFStGHi 75 ih e00 Want W- UT jas? 752 -4544 $TRICRRAL ENGINEERNG TANNER 8I16USS STRUCTURAL DMEERS 2.'.S NMh 1250 W..t /2M a_ft, Utah 84014 (801) 298 -6795 IIEaHANICAI �rIE�Nc 912NEERED SYSTEMS AS= 37s Want s+a W 0m 4.90 , aaho 83204 (205) 233 -OW Paa (601) 253 -0526 PAYN£ ENGINEER 70 W- 1823 £. Center St. P..e.kq wh. 83201 (208) 232 -4439 Taa (206) 232 -!.N35 lu fa lu Q REVION. DRAIN Bt JOB NQ SAM 424 OEM BY DAIS .RW Nw. MI PLOT DATE: 10 -26 -12 DRAWING NO. H1f 12a- Gf:3-(p7E " SR.i 01.3 OF 3 0 tj S—ss—ss—ss—ss T7---7- M �N L3 < -GAS—' rA.Z— rA-'Z �13> -A QHP- soll x Fj I Fl L F0" 13111 jj CQy ss�ss ss- SITE lPEMCLlTi4PN A. McFArLW AR-2561 11 STATE OF IDEOJ Q DESGN WLIEU OESIGN ui NOTES (435) 752-4544 0 4, l DRAYM BY. fp-1*4 TANNER MNFU55 KCTURAL ENGINEERS 0 233 Nath 1250 West 001 PLOT DATE: W -28 -t2 3ae+UU, Ut91, 84014 < j 296-8795 MECHAMM IM EN ENGINEERED S ASSM 315 ww C.N, P.-talk, ldh 93 04 (208) 2= F. (801) 233,05" TwM TO PREMAN P"tMWT MOM PAMAdP- RSNOVE EMSTINS RMAM4 KA" AND A65MTAM PAIIE ENGINEERING w aS 182.3 E. Cf. St P—tWb, td h. 83201 race 1. (208) 232-1435 4 90� mxwn" am AM ovrmK Po4ove MSTNO AgMiALT N PAPWJN& AM.& SM -AD So" f4alM roK AdFRALT N® I M3QP, ON 9CM3 Ftemam WWI" WwAtem WALK PVRZF F11;lw HM Vt-4i,- R040NT L4bSGAP1N4 M400SH TO AC 40,4 AM mm I-AM QN0 STAU.S CMMATE YlTM SM.,X ma�v MXMTRo Mier M.L MID rrnw Mwove rASTNO MCA Smr Am rw4cm Mwove VQwl" OVMC-D Poem IN Loo-A-mom $MOM C401.4 RDWA TE MM t*V r M4RAAft0IN 0VCM ON N7M C.4 SHMT $VTN Y �M ROM PNMI P"540YE E"TIN& OVIMEAC PC"W POLE AS MCNCATM GENERAL NOTES 7— 1. AAA. WOSWAS I," MOLL " M WM TO IM AD'Aarm TO Nm awlmDft sm 514= wnal 105-ME MftTvo Aelivomp vruxrz5 rfew vftm"M=.. vmm M lenptwk- ar^vffft trUMMIr L Ws FO Ni m Sle4.44c,A"S o 0V R TtON& M W A wz LOCA 4. PELD Veml-f mas"No UTH.MUS Cl-LL LOUTS SWAM rmm TO DOOR#" rcw_ comy$t^Grom Is wwombalz MA rwo"raTwo A" POISMS AM 82X""ff To M44M ArM P40W AREA. 6. PROVM SAPOCOM — PeRsomet. pplv=nv rAixK-.Y3, mww", em. m strau"tw PM PMarWTVr" OP "Ud AT A" TAMS CUR" =M"Gr-TS M XPW" AM AO"M HCUAW. I MAWAM" Ift"IM MMTS PROM *Me WLVrP* 00 NOT mocx). Our SLIMOMWOO HOPM IMWft Mar"CAM" AM xi WORMN"T14% MI" TM OYM" A�V APW.Hr=r OF VMFM 904ir VCHN 0 To OC4rM 2444MM PMM TO SKM VCVM CAOCM""M V&40- ON MW W M" MW PftM TO 0411 NC.N4 PITH ftemorlm- H FO. O"M TO MIM ALL 9N..VAae RJ&fM IM-0 NOT GAS GAS VebNtg!D ISY OPIN19t TO M OMPOSM OF alf WKTIRACTM 11, IN A14rAd MCOVrA& PORK, ALL MPNS Mt~ msr" mummm rwnpes 140T BE?" mism SK-LL Ile fq%40YWVV PROPERLY CAPP OM MOM MOM At ABOVE CELN$ ftew" MKISrMS F"NS AS M20 MM MM MMZ a NM LOCATION$ Or SM"4494r 12. M e PROTECTION TO APMA6 THAT MAY Oe INDOWrLY APMrTM W CAMIPICTIM 15. r"ovve PROTWilom To Afft#a 1144T MAY BE ffcmmvrLle ArnrITM ay WNS1144TION. 14. ALL VM40LMON SK-" Be C4,09MY C40RDWATM w " A.LL ImAces. M -AM OM- ALL MZCTMCwV PM-tNJTION HOW- 16. U224OUTION PLANS AM WRMAM4 IN MAlUME. SOME MM VIEMMHO VeMMMON MAY NOT M M"MD. UNMRACTOR 15 AMPIONOWLA! To PtlMoVe eXM'nM* riow Aa Wasuptw TO AcxoM4 Tm mm row- t SITE lPEMCLlTi4PN A. McFArLW AR-2561 11 STATE OF IDEOJ ,ice :z IILK 9; S REMSION: Q DESGN WLIEU OESIGN ui (435) 752-4544 0 4, l DRAYM BY. fp-1*4 TANNER MNFU55 KCTURAL ENGINEERS 0 233 Nath 1250 West 001 PLOT DATE: W -28 -t2 3ae+UU, Ut91, 84014 < j 296-8795 ,ice :z IILK 9; S REMSION: Q DESGN WLIEU OESIGN S.", wo fte (435) 752-4544 STKCR#tk pwmw DRAYM BY. fp-1*4 TANNER MNFU55 KCTURAL ENGINEERS G&DO BY. J" 233 Nath 1250 West 001 PLOT DATE: W -28 -t2 3ae+UU, Ut91, 84014 296-8795 MECHAMM IM EN ENGINEERED S ASSM 315 ww C.N, P.-talk, ldh 93 04 (208) 2= F. (801) 233,05" PAIIE ENGINEERING w aS 182.3 E. Cf. St P—tWb, td h. 83201 12061 232-44M 1. (208) 232-1435 ,ice :z IILK 9; S REMSION: DRAYM BY. fp-1*4 JOB m 424 G&DO BY. J" DATE NOV. 'If PLOT DATE: W -28 -t2 DRAWING NO. REA24-711-Mmo • M.1 OF . e ad JlaZ71, J&-l4i ...... . ........... 72 SITE PLAN OVE?ALL NOttlft 4a- 7 A. McFAK)M AR-2561 C) EXIS-nNo ASPHALT TO REMAIN - FROrMT FROM VAMA6E REPAIR EXISTINS CITY STPJMI AS FZ�QUJREP FOR KAIMR CONNECTION - SEE SITE UTILITIES FLAN DRAKNS WIA REPAIR AS MR CITY OF RZXBUFt6 STANDARDS I ui wm DES" MulU MS% 75 S..� 6W Log., I u? �.35) '52 -4544 STALCKRAL IAMNER SAMISS 5"WiMPAL eQNEM 233 Math 1250 WM fM El—tft. :t. 84014 (W) 298-6755 KWW UM00 VSTEMS AW- 315 ww CAnt. ld*. 83204 12�) 233 -056t 2M-05" PAYNE SHEERING jw_ '823 " "—. st P ..t o, kv. 83205 '2%) 2u-" F- (206) 232-1435 II- O Z ul 11111[2:12am i Is I g5m 424 "'A", 8y" "o, 0HICKE1 1AIME, FA Nov� If PLOT DATE� 10-26-12 DRAWING NO. fit %XX OF t i 0 4o d Io to / 1 g 4 q�; if I to -- - - y{ ( C N 4 n T44 " - I 77. 6 7 -� -' - --------- \ 6 + --- F 1 \ d " : FLOORY 4873.00. 4 + �� ` i 6 r . I r - 3jjj p F j I %� PROP. _ I6�• t� (4) 74.1 § x j n� - _.. n 04�0' I Ora, �I {3 _ I 3 l t ,fiac` I Ili � •,f; `� BMT A. "AMMID AR -2561 'E( i SEE 5Yt BOL THIS PLAN EXI6TIN6 RETAININS WALL TO REMAIN KIPROTECT FROM DAMASE STATE OF IDAHO NEH ASPHALT SEE DETAIL 2/5D2.2 ® PROVIDE 4' PVC PIPE SLi�VE. GOORPINATE a LOCATIONS WITH LANDSCAPE CONTRACTOR- g i �5 AcGE5SiSLE PARKINS 5ISN SEE DETAILS 2/8D2.1 AND 4/5D2/I. 'VAN ACCESSIBLE PARKINS SIGN SEE DETAIL-5 I/SD2.1 AND 4/6D2.A. Q SEE DETAIL 3/5D2.1 FM WNCRETE BASE ON .�� A44' ESGIBLE PARKINS SIGNAGE- ® SEE DETAIL 5/502_I FOR ACCESSIBLE PARKINS y STALL MARKINb. 9 4' STRIPtN6 ON STALLS AND ACCESS RAMP'. I TrPiGAL x Q3 t0 INLET BOX W CONCRETE AND - SEE DETAIL 4PSD23 a bENER41.. NOTES Z MUM DES«, � wo wt u / SEE r-INS LOT SITE +4TI PLAN EI.O FOR u PARKINS LOT LIGHTING W/ LONG, BASE � ,4-�.} 7s2 -45u TANNER "MM Gi 2333 N" 1250 wn I 9oa tlat, uca, w14 tam) ne -eras sysluts / I aHrtn ais wart (-,t. V Z PaNNb, idd+ 832D4 13 (T9aj 3 - zss -asu asa Paate'2 a8) m 832 ,$) tai -443s (1m) 2Y12 -1435 _ � Y _ t t a II— d z f � 1 lu i z 1 _ n K S I I DRAW BY JOB ft R5M 424 OiEDO BY,. DATE I J-A NOV, 11 ' PERT DAZE: tP -26 -12 �� SITE FLAN - LA%eOUT _ DRAWING NO. ° 9C SL.S 3, - 2o,-o, F%E:4z4- 9».2 -SPt • tx OF MATCH -00 MATCH MATCH [71 1 71.99 I t 0 2.0% AT ©9 I '09 7 up .29 7,.09 MATCH 4% ,, . . . . ...... 71.80_ 71 80 �o 4T 4 4� * '-6;2-0- . _ i 2.0% 2,096 :2.0% Z0% .29 71.09 9 7 L 2. [69 16% UP 2 15596 7 71, 1 7F \ J+- 172'05 71.92 72 05 ... ..................... 58 72.88 VP 72.88 72.05 n, f, n 155% X4073 ATC 72.98 TON 2.02% 2.0296 Tow 7235 72.98 MATCHI X467582 t NF 13�w BOW 72.881-, 172.88 7 2.05 A 7 1,7 LIP UP 0 w TO 72.25 72.25 76,55 7� TOW - 76 05, 76.99 X 45-'bjf5 4 X4674-68 : x4WM021- X4el4hlb X44574,572 4811345 2 Tl;l ToH Tc" X -44311139I X4670306 ♦ -- ----------- -------- 'Will X MOSTWO SPCrr 9-EVATWNS o48.50 WK SPOT ELEVATIONS ti jar li SITE PLAN - &RAOINd, SCALE, V - 201-0- �, CEA�TEOF IDAHQ I 72,98 Lu 2 115% 72,98 777 1 2 84- 72,25, "71,30 X4677006-9 SeAUMONT FINISH FLOOR ELEVATION; � 72-98 72.98 --------------- 4873.00 100*-0* _41 T7-1 7 72.98 71.92 72.05 71.92 72.98 72.98 72.25 L55% F2 88 72,29 155% X4073 ATC 72.98 TON 2.02% 2.0296 Tow 7235 72.98 MATCHI X467582 t NF 13�w BOW 72.881-, 172.88 7 2.05 A 7 1,7 LIP UP 0 w TO 72.25 72.25 76,55 7� TOW - 76 05, 76.99 X 45-'bjf5 4 X4674-68 : x4WM021- X4el4hlb X44574,572 4811345 2 Tl;l ToH Tc" X -44311139I X4670306 ♦ -- ----------- -------- 'Will X MOSTWO SPCrr 9-EVATWNS o48.50 WK SPOT ELEVATIONS ti jar li SITE PLAN - &RAOINd, SCALE, V - 201-0- �, CEA�TEOF IDAHQ I 25 800 Kent Lq.. UT ST"TURAL DONWS 233 Nwu' 1250 ww "01 W 8-04. QMh 4 MI) 298 -6795 31s W.0 ;knit Pea. kfh. 8=4 (2m) 23}ow (0m) i PANE DG"EMNG Wa 1823 E. r-1. St. td. Wm (2706) 232-44a F. (206) 232-1435 z lu L o II�6 DRAW Vr JOB NO: R-1.14 424 OCM 6Y. DATE JeA I NOV. 11 PLOT DAM 10-26-12 DRAWiNG NO. W, 4$4-0]1'3 -Ts • mi.a Lu 25 800 Kent Lq.. UT ST"TURAL DONWS 233 Nwu' 1250 ww "01 W 8-04. QMh 4 MI) 298 -6795 31s W.0 ;knit Pea. kfh. 8=4 (2m) 23}ow (0m) i PANE DG"EMNG Wa 1823 E. r-1. St. td. Wm (2706) 232-44a F. (206) 232-1435 z lu L o II�6 DRAW Vr JOB NO: R-1.14 424 OCM 6Y. DATE JeA I NOV. 11 PLOT DAM 10-26-12 DRAWiNG NO. W, 4$4-0]1'3 -Ts • mi.a E MoT rAp fmsilNs 127Y A rw 6ENERAL NOTES 7 SEE M-15:0*11CAL SITE PLAN r:I,0 FOR IIAIWJNO LOT U&MNS W COW- SASE A. McFARLW AR-2%1 I V- 7 7� 5 lu VALVE am 4 w"Mi9a fty 4 IHR*T n*46T T -4� .. . ....... DRAW 8Y,. to, Rem 424 CHECKED BY DATE. SITE PLAN UTILITIES DRAWING NO. FIE 424-sw.4 SN • SMA 5c"8 I' - 2010' < CONSULTANTS: 'M V DESM MtttPU DEMN 75 Sth 6w ww ur , 114" "'52-544 TV04ER PwWS 5mvURAL Etiwm's w l250 yho AM a—VIA. UNh 84014 (801) M-8795 315 wk Crime WN (20) 233-050 233-0526 =sm) PAYK aighEERLVO M- 1823 F C rvt. St. P--f.4 , Wd 83201 2z2-4 Pm (208) $3p -1435 V- 7 7� 5 lu VALVE am 4 w"Mi9a fty 4 IHR*T n*46T T -4� .. . ....... DRAW 8Y,. to, Rem 424 CHECKED BY DATE. SITE PLAN UTILITIES DRAWING NO. FIE 424-sw.4 SN • SMA 5c"8 I' - 2010' le*M GATES VU04pwnm �z PI-AN 04Loftm SCALE! ur - V-& sc.Qz V7 - 11-0- WE-'aWvl= I-AfWJN* OWNS r"Ta BAWofwLm PPEC.-ST Cxxr-sm CAP • M 6ftM HMVVTICA MATCH PRE Gre6T ON aukr** MWRATM 00L.M TO BE VINYL PBtCg HMSM TO le n%7 * 5/6• 042M verawmv. To aw "Ts sootpm srtwe 4 0 #4 MARS CO MM 6RWr . .......... . ... r"Te 0Z. VtllaM If HQNW c4w,,1m ON a - VAC4�� Waom:ty L"M INTEMAL vm A4c&qeftz Clalm TO Be veraomteD, 5400- "ffm mA4Kwtm*v w df amts comnNUOM 6fk= 15RIM i'MYMICA Text TO V"N CMLL SOUP VX 2'X V4' (6'-9' sou-Aw SM MAIL III LOW SIN-V- SIM& 7/-,v22 nm apromr w no C�w 04 VERTW�-1 $tEB/,R W 6• ftof-w Me w toCK 0 301 0- P"N 04 BARS W"n"Jas 604AM Ca.L SOUP 4' ORAMJ-,W OAM w agommw ML f33 K m4ts w"Mom SECTION N C42rMCM OOLLAM SASE SM MrAC V901.2-2 sc.Qz V7 - 11-0- SC-ALF, 3/4' - V- 0' WE-'aWvl= I-AfWJN* OWNS r"Ta BAWofwLm STOM Ww-Mm TO • M 6ftM HMVVTICA MATCH PRE Gre6T ON aukr** SM" a MTE K4, n%7 * 5/6• 042M PARK aAc4WwwV sootpm srtwe 4 A4casafmz IAmwo W" . .......... . ... r"Te 0Z. VtllaM If ON a - VAC4�� vm A4c&qeftz 5400- "ffm mA4Kwtm*v w df C4w-$wm SLAP!." TOP 15RIM i'MYMICA Text TO V"N VX 2'X V4' (6'-9' Ci III LOW SIN-V- SIM& nm apromr w no C�w =4CRL°TL' BASE - M ftof-w Me w P"N PETAL N SC-ALF, 3/4' - V- 0' IPL-7AIL SC-N� 3/• - V- 0' PAM CAP 516N SM VETAALS 1, Z 4 AM 5/602J SAW.' am com -7,� ADA ACZESS ,� ll-a PAW FAVeM!Xr PV 4' MBE STR"No - v6p4a "VM ON ftm (2 COArs) / PM 6. DETAIL WALE, 3!4• . 1-0* WE-'aWvl= I-AfWJN* OWNS STOM Ww-Mm TO • "I OPM somm MATCH PRE Gre6T ON aukr** SM" a MTE K4, SYM® ON MJX PARK aAc4WwwV A4casafmz IAmwo W" . .......... . ... SIM mm If df C4w-$wm SLAP!." TOP TO V"N IPL-7AIL SC-N� 3/• - V- 0' PAM CAP 516N SM VETAALS 1, Z 4 AM 5/602J SAW.' am com -7,� ADA ACZESS ,� ll-a PAW FAVeM!Xr PV 4' MBE STR"No - v6p4a "VM ON ftm (2 COArs) / PM 6. DETAIL WALE, 3!4• . 1-0* RGtMD 916N BASES SG-A.& 9/4' - P - 0' fvm CAP S*k Sm VeTAfLPS 1, 2,4 AM SO3P21 zzffsw=rl e PAW MWACe OF ASMVA.T ?V D~W4, STRIAtNS 4* 0" M MWATM ON SITE M,.N A4CaMBUTYi,-r-,\ EMTAIL 5c,.m M.. P-0. 6• A. "AR. O AR-rA cnlu �q �— vT Lu I. < MLEJ DESM VLU 7 75 swN GOD Nest L.W. UT (435) 752 4544 SIMCRAAL TAWA SARFUSS STRUCTURAL LUG14EERS 233 K" 1250 WW 901 B..tioA 'ut. MM4 ,am) 296-8795 000ft-U&I SYS-W ASSOC, 375 YAMt P-t.M, tdto 83204 (M) 2U-O= F. M) 233-46" PAYK E%GWEMWG INC. Isn L C-tN St, --r� 4* 15321) k (2m) w2 -44M (208) 232 -1435 DRAM BY- JOB * 5LS 1 424 CHUM BY: I DATE IRK NOV, 11 PLOT DATE: tG-26-12 DRAWING NO. OF STOM Ww-Mm TO • MATCH PRE Gre6T ON aukr** RGtMD 916N BASES SG-A.& 9/4' - P - 0' fvm CAP S*k Sm VeTAfLPS 1, 2,4 AM SO3P21 zzffsw=rl e PAW MWACe OF ASMVA.T ?V D~W4, STRIAtNS 4* 0" M MWATM ON SITE M,.N A4CaMBUTYi,-r-,\ EMTAIL 5c,.m M.. P-0. 6• A. "AR. O AR-rA cnlu �q �— vT Lu I. < MLEJ DESM VLU 7 75 swN GOD Nest L.W. UT (435) 752 4544 SIMCRAAL TAWA SARFUSS STRUCTURAL LUG14EERS 233 K" 1250 WW 901 B..tioA 'ut. MM4 ,am) 296-8795 000ft-U&I SYS-W ASSOC, 375 YAMt P-t.M, tdto 83204 (M) 2U-O= F. M) 233-46" PAYK E%GWEMWG INC. Isn L C-tN St, --r� 4* 15321) k (2m) w2 -44M (208) 232 -1435 DRAM BY- JOB * 5LS 1 424 CHUM BY: I DATE IRK NOV, 11 PLOT DATE: tG-26-12 DRAWING NO. OF S' ASMALT PAVOIENT SEE DETALL 5,50= , 40 Fnffw.OFZE "T" F f m NTH Flew OVORWN-MAPPROAC44 JOISTS AT O.G. w E)VANSION JOIRM • Solo- oz PA~ PA4ft J<PANSION jow SEE DEAL. 45D22 1 Z BWANS40" JOIST SEE VerAL 40SM2 00-REBSW ame MAX91.15 AS PER CnY OP RlDa" STMOAPD5 Z, 13409433aw FILL 4- ORANA-AR / SAM 4. 641,4UL.AR 6PARLAR BASE �V STREET PAYNS, AS PER cily or AFvS REAmas STNv ILL a 41; 04 WNMOUS BAR OVORWN-MAPPROAC44 JOISTS AT O.G. w E)VANSION JOIRM • Solo- oz PA~ PA4ft PAVIN6 3c'Wr, I- tl(r Z StcPE C, I 7Y CUR5 CNI-",r 04 WNMOUS BAR PNd9ti GRADE, SEE NOTE 1 JOISTS AT O.G. w E)VANSION JOIRM • Solo- oz PA~ PA4ft PAVIN6 Z StcPE 13409433aw FILL 4- ORANA-AR / SAM 4. 641,4UL.AR Wwk"Tw SOIL DAM EASE �V DETAIL FILL OFF 51TE WHEN WATER DRAINS TOWARD CURB AS PER CITY OF REXBUR,65TANDARDS PETAL60101"TION 5001ILK- a" A�V SVrrM DETAIL PMt TYPE MEN SPADE 3' PAVNS ------------------------ aplkq&AR OE cam 1-40 GUTTER PA~ cAow-fW-T• SAM I GUM AND Saw IW 5m. SUTTER A . . 14 1 ........... . FOR USE ON PERIMETER AREAS WHERE WATER DRAINS TOWARD IDAVIN$ SECTION /-:2`\ SCALE, V-0- W PAWN& TYR SLOM 4- 6RAMI-AR EASE 4 ENSMEREV FILL 4' EASE cZ%c;m" rive AM TYPE SUTTER 41 4• Wl F045H B• PAVM / TYP. SWFE pAywW 6RARLAR Dom m4sgelmv. cam AM FILL oirTm FOR USE ON PERIMETER AREAS WHERE WATER DRAINS TOWARD CURB T- 17ETAIL fawVAewrA sc4m.M I- • 11-0• NOTE: • ALL EXPOSED CONCRETE ELEMENTS SHALL HAVE FIBER MESH INCLUDED. • IF STYLE OF CURB 15 DIFFERENT FROM THAT DRAWN. ARCHITECTS APPROVAL PRIOR To INSTALLATION. • CURS TYPE CALLED OUT ON 5DI.2 WITH TOOLED Jo1w VIV RINDW CONTROL. JDMT K..Xww VWANCa BETHEM 10*-V ac, DETAIL GONTWOL JOIST SCALE 1*. 110• C40W-;WTE DRAW SYRZTLM 04 WNMOUS BAR JOISTS AT O.G. w E)VANSION JOIRM • Solo- oz PA~ 4 ill PAVIN6 Z 13409433aw FILL Wwk"Tw SOIL DAM �V DETAIL ,A"EY wrTm t2) SC ALE. P - 1--o• IQ2Y 3' PAVNS ------------------------ aplkq&AR OE cam 1-40 GUTTER PA~ cAow-fW-T• SAM I GUM AND Saw IW 5m. SUTTER A . . 14 1 ........... . FOR USE ON PERIMETER AREAS WHERE WATER DRAINS TOWARD IDAVIN$ SECTION /-:2`\ SCALE, V-0- W PAWN& TYR SLOM 4- 6RAMI-AR EASE 4 ENSMEREV FILL 4' EASE cZ%c;m" rive AM TYPE SUTTER 41 4• Wl F045H B• PAVM / TYP. SWFE pAywW 6RARLAR Dom m4sgelmv. cam AM FILL oirTm FOR USE ON PERIMETER AREAS WHERE WATER DRAINS TOWARD CURB T- 17ETAIL fawVAewrA sc4m.M I- • 11-0• NOTE: • ALL EXPOSED CONCRETE ELEMENTS SHALL HAVE FIBER MESH INCLUDED. • IF STYLE OF CURB 15 DIFFERENT FROM THAT DRAWN. ARCHITECTS APPROVAL PRIOR To INSTALLATION. • CURS TYPE CALLED OUT ON 5DI.2 WITH TOOLED Jo1w VIV RINDW CONTROL. JDMT K..Xww VWANCa BETHEM 10*-V ac, DETAIL GONTWOL JOIST SCALE 1*. 110• C40W-;WTE DRAW SYRZTLM 04 WNMOUS BAR JOISTS AT O.G. w E)VANSION JOIRM • Solo- oz PA~ 4 ill PAVIN6 Z 13409433aw FILL Wwk"Tw SOIL DAM -------------------- DETAIL ,A"EY wrTm t2) SC ALE. P - 1--o• IQ2Y HM 4• CoWR'TE KA&X P*"H R, v "ER 'IS" {GRADE 4 4- 6PAqLAR EASE to. mispamm pli DETAIL ODE Sc.-4p, 1* - V-D' FOAM ONC4 MR TROD TOOLED WSes PREE 0RAA" Tr cawowim GRAVEL. EARTH PmEmomw - Hpwoom 05.0m Sims-Ace OF kALK ta- TYPKIL AT MK 50'41 olG DETAIL ,-,..-.,wT4 MA . 6• MIN DETAIL SCALE, 1• - 1, - a' `. PILLED YY LM TIOv N OF ll II it A. "ARM AR-M STATE OF IDAHO -_j w MW L.W. VT 11 -(14135-)75-24544 TAWFR BWJSS STWX?M& 00-4cm 233 N" 1250 'Neat f= B—t!V, WO 84014 'am) 296-6745 316 VAt Cent. (206) 245--050! F. (801) 233-0329 PAYNE DrAM?llG Wt. 1823 E. Ct. St P c *O, 1". 83261 (208) 232-"39 ( 208) 232-1435 I-- X DRAW BY: W. m 4,24 CWCM W: DAM j-" Nov it KW DAM 10-26-12 DRAWING NO. 'M-24-5622-SP0 - SD2,2 SV2.2 OF I u .4 0 MW L.W. VT 11 -(14135-)75-24544 TAWFR BWJSS STWX?M& 00-4cm 233 N" 1250 'Neat f= B—t!V, WO 84014 'am) 296-6745 316 VAt Cent. (206) 245--050! F. (801) 233-0329 PAYNE DrAM?llG Wt. 1823 E. Ct. St P c *O, 1". 83261 (208) 232-"39 ( 208) 232-1435 I-- X DRAW BY: W. m 4,24 CWCM W: DAM j-" Nov it KW DAM 10-26-12 DRAWING NO. 'M-24-5622-SP0 - SD2,2 SV2.2 OF I SM PLAN POR CUFF OBTML SM TYPE ON 502 AM DETA S, ON 5/5023 Pansy 6RAVm --\ TOP SOS 4' SPAMLAR BSS TOP Sm P "] a le' e4e4HE94ED RtA. { PETAtIL 3 50AE. U2' • 1'-O' SEE PLAN " BAR NORZ TOP e BOTTOM 4A91�141' /ffl�ffl-ei-. ' 1 01 -" 4• COW&LAR 914E P � "P ,�xP 44{ c O'�,!c. c.� %Jn' • _..° ° � 'v j w190a@A®FILL J Sums ALL PETAtIL c"A"mD'D"M 2 sc.A18 V2' . I'o• 4 F! - 6 /- " OWTION B 4 KST DOX MOM& PLAN lll, I RATED .46PFitiT 04 BAR • 12' 9AR (CAI OZ. STBS. GRATE- / EAGI YMY BOLTED DOHW \ ...� `6RANa1R 9A5E STON4 PPE C "wbc;lm TO STORM YAT9t CHAM/Bt4 A SECTION A MrAIIL mm eox 4 SCIAM U2' . iw• PPES CON MCATCH ICTED TO T BOXES OR CAT W48M SMALL HAVE A INS 1 Y SPIGOT .IOINT LOCAIM MMIN 24' PROM OUTWX W" OF SYMC UFE AND THAT PORTION SHALL BE SI:PPORHm HITH OONOW E UP TO, BUT NOT MC4J.ON6 THE JOMT. NA. *—,008.40 — TO — —WY . r✓+J. MRST Be COATED PITH AN BOXY DOND049 ASEW JOINTS, ETC. THAT MIST BE 6ROUIm, SMALL BE 'DRY PAIUCW NTHI A NOIFSHWNCM6 TYPE 6ROUT SIIC41 AS TH OFVE (STANDARD OW MALL PROMT5 MC) OR HGWA41W KE T am TYPE R' 07.116' MW OR TYPE S' 0.116' MAXJ MAY Be PRE OAST OR POIBRM M PLACE 'D' TO BE OETHL#H® M THE SBA. AdF4iALT PA%134 T WNSTIMICT1O16 2-1/1' MK ASRALT PAV94CNT OVM 6' 411 GOMPACI® 6RA)4 AA BASE OVOR w ROAD BASE PINAR 05 OVAL BE OF ADEBIATE 1.150114 TO BE HFIV TO 1421SAR GI, AND SMALL BE EMEWDEO M THE BOX A MMIMM OP W W-44M MAMTAM SPAC4N6 POR CI FMW MATH FUSW MW OR ADDITIONAL M OMAR AT BROS. G a4 5' -0' C.5 04 214' WSW AT IM OX 75 eoo w., P 2X4 MY NAY 5• ASPHALT PA~ 4' 6RMG.Nt 9ASE iX 2 North 150 Wok PM 233 awn ,750 PM Ir. e6 BanUN, 81014 844 ) 2 (BO1) 198 -8795 g a el 315 TNN Codw a3204 P (108} 73.344 4 L PIInSFi PAidaNs . PIOM 91RPK.E K BARS GONTfliOlA7E Pomhb, I". 83101 (208) 732 -4439 Fat (208) 237-1435 T 0 =F 44'1 �• 0 A YL I AIL IR'T HALL 2 SOME. V2' . I'4' - 6 /- " OWTION B 4 KST DOX MOM& PLAN lll, I RATED .46PFitiT 04 BAR • 12' 9AR (CAI OZ. STBS. GRATE- / EAGI YMY BOLTED DOHW \ ...� `6RANa1R 9A5E STON4 PPE C "wbc;lm TO STORM YAT9t CHAM/Bt4 A SECTION A MrAIIL mm eox 4 SCIAM U2' . iw• PPES CON MCATCH ICTED TO T BOXES OR CAT W48M SMALL HAVE A INS 1 Y SPIGOT .IOINT LOCAIM MMIN 24' PROM OUTWX W" OF SYMC UFE AND THAT PORTION SHALL BE SI:PPORHm HITH OONOW E UP TO, BUT NOT MC4J.ON6 THE JOMT. NA. *—,008.40 — TO — —WY . r✓+J. MRST Be COATED PITH AN BOXY DOND049 ASEW JOINTS, ETC. THAT MIST BE 6ROUIm, SMALL BE 'DRY PAIUCW NTHI A NOIFSHWNCM6 TYPE 6ROUT SIIC41 AS TH OFVE (STANDARD OW MALL PROMT5 MC) OR HGWA41W KE T am TYPE R' 07.116' MW OR TYPE S' 0.116' MAXJ MAY Be PRE OAST OR POIBRM M PLACE 'D' TO BE OETHL#H® M THE SBA. AdF4iALT PA%134 T WNSTIMICT1O16 2-1/1' MK ASRALT PAV94CNT OVM 6' 411 GOMPACI® 6RA)4 AA BASE OVOR w ROAD BASE PINAR 05 OVAL BE OF ADEBIATE 1.150114 TO BE HFIV TO 1421SAR GI, AND SMALL BE EMEWDEO M THE BOX A MMIMM OP W W-44M MAMTAM SPAC4N6 POR CI FMW MATH FUSW MW OR ADDITIONAL M OMAR AT BROS. G a4 5' -0' C.5 04 214' r W fn e• 9 ell Ul� r DRANK V. JOB NQ Tt%4 424 II OEM BY: DAM .RJN Nov, it PLOT DATE: 10 -26-12 DRAWING NO. FLE 4N- W23 -SPD • »2.T 5L�2.3 OF 75 eoo w., ' ^ '(u4U1 35) 757 -4544 TANa,R GASENG iX 2 North 150 Wok PM 233 awn ,750 PM BanUN, 81014 844 ) 2 (BO1) 198 -8795 g a el 315 TNN Codw a3204 P (108} 73.344 a r. (801) 731-OW b, AF 11E UW*i;M W. 1823 E Cwtw SL Pomhb, I". 83101 (208) 732 -4439 Fat (208) 237-1435 z 0 0 r W fn e• 9 ell Ul� r DRANK V. JOB NQ Tt%4 424 II OEM BY: DAM .RJN Nov, it PLOT DATE: 10 -26-12 DRAWING NO. FLE 4N- W23 -SPD • »2.T 5L�2.3 OF A Ai A2 A4 B i 83 c CI' A6) C3, 'C' DI D-2 E El PLO OR PLAN - MAIN -L=\/FL 0 � CAI I g oAl c LA & Cl Cl Fill , F741 ft'i ol CIA) C�B, [ACI C,C) E 2 C3) (AA--i C4 Isu t"m =ku Lfir 1,508 11 18D ce 11 061 D02 toMcz MOO" EA CD ROE SCAU Awm 13.4 _90 4A r-LooR fol-AN - MAIN LEVEL -EA-SE 5FAICE E = 4623 ",;t -EASE 5PAV,'F- F = 4454 �o.f. SPACE = :2316 r-Loon FILAN , MAN LEVEL 9C.". Va.. V - o' 11 71 - 71 AL M;FMMV M-2581 ll� W19 MM OEM - MLEU DESM 75 S.$ SM Wrl L� , UT (43b) M-4544 TANNM BAN= SPICKWA DAMEM 233 K.6 1250 wwr am (am) M-4m SOL EMwma 3f5 11111 Cady Fm 832D4 (801) 253 -OSH 2&,= PAYW ENOtFFlaG m F5 WE C-W A P td0. lde WM § -) -- '. �232- m 1435 REVAM CDA CA ce 11 061 D02 toMcz MOO" EA CD ROE SCAU Awm 13.4 _90 4A r-LooR fol-AN - MAIN LEVEL -EA-SE 5FAICE E = 4623 ",;t -EASE 5PAV,'F- F = 4454 �o.f. SPACE = :2316 r-Loon FILAN , MAN LEVEL 9C.". Va.. V - o' 11 71 - 71 AL M;FMMV M-2581 ll� W19 MM OEM - MLEU DESM 75 S.$ SM Wrl L� , UT (43b) M-4544 TANNM BAN= SPICKWA DAMEM 233 K.6 1250 wwr am (am) M-4m SOL EMwma 3f5 11111 Cady Fm 832D4 (801) 253 -OSH 2&,= PAYW ENOtFFlaG m F5 WE C-W A P td0. lde WM § -) -- '. �232- m 1435 REVAM t CPAIN BY.. - 64m JOB m 1--424 -- OEM WE —m -bleLIL "KM DAM. 12-11-12 DIMING NO, ne o"u-m • at A1.1 OF 2-1 A', C i C3' D, D 1'` El 6, FLOOR PLAN SECOND LEVEL LEA5E A LEASE 13 11 1 qq Ic lip 1 1 45 it I wi I PPI 1 P 11 COMMON SPACE A"C 211A /, TLT IbA 74 1, Ic r s„ EXAM 1 2 7 EXAM ",LM MALL F216 r2-12-1 77.0 2w EXAM EXA i--M r2-101 2 r2i ASE A r2-,Sj t 2 Z'- % MALL 2, N,� 4 F EXAM AL4 --------- exolm VITALS M W HALL Pii A , I BOMA4 M AM t TR ® AVMTN - M Mo#P A(tnt ri C3' ) LKR r 204 1 250 je (4A, F- BUILDINC CA�MR 4 Ak T 244 Tl� HEN F240 TE it - w t F 71 F262 DLVM ALL A I T.R. 11 L 2 DOUBLE 50UND M.L A" CZ 12'-4* 1 EXAM TIF, EXAM T.R. WK t�w IN F- 5, FT-7 C" F- Numw I.T. �j OFFICE DOOR Let LEASE 5 KONLL 11,11 OFFIC-E EXAM i g�] ! OPPICE EXAM exAM O"Icz -,F—W F2-541 ULTPtA SOUND 4 =2- *c) 2, FKFi 552,q soft 316-cl ScLft FLOOR PLAN — SECOND LEVEL �3) SCALE, IW . V - 0- NORiit CD c�i b II a DRAWN BY. JOB NO. WR 424 CHECKED BY: DATE. PLOT DATE: 10-26-12 DRAWING NO. RIL 424,411-M • AI.2 A L:2 OF :217 MOT A. WFARAO AR-2561 STATE OF IDAHO ul u < MULTANTS: Em 75 Sth 600 ww ,og., UT (135) 752-544 SNW1t6UL 90NMtW TANNER BAWUSS STRUCTURAL DNAQ:ERS 233 North t250 *at PDI Bo.tffW. Utah 8W4 IMI 216-1791 MECNAIICAL EMPEff" DONEERM SYsTELS ASSOC. 315 Wee Cants PocataPA Idaho 0204 (208) 233-0W Far (Wl) 233-0529 PPP DONEERING ft,!C. 182-3 E. C-t. St Pocat4ho, WVm 113201 fax � '� o o ILI L "C 3c It Ap� FLOOR PLAN — THIRD LEVEL D D 40 P LEASE 5PA.CE r- = 58415 sqft COMMON SPADE = 1445 sctft D T.K* o 4- ID D r A L • 7- M rG-j G G M r -G� Ha Al tsar -, A'� Win, I tq 2 ri TCM. SLmap^�a .,w ROCA' A.C.C.J!ss KAJJIN6 of"Ce vr U, A. M&NVM M-Ml 11 SPATE OF EDAHO STATE OF EDAI I-- CONSULTANTS: 75 Swth 600 West z Logm, U (436) 752-4544 TANNER BAFSM STRUC'URAL DIGHM 233 Nth 1250 W.' PM 8_#U, Utah BW4 (M) 298-8795 Kmp9mm" SnMJM ASMC 315 W.M Ct. P_tm�, wo. 83204 (208) 233-Ml F. (Slit) 233-0529 ummmm Doommam ai 1823 L Ct. St P—t.fi. kkt- 93201 232:4439 F. �205) 208) 2.32 1435 EXAM I TLT. t-EGFVCAMT "24 RA" f 9 HALL STAM PROCaMM 2 SEE E!H �3' S I i i J � �� .,� � ` --..._ .. ^.. - "�. � �L.. MKAM MKAM 2 -rLT' C �b'L' TLr� . 7 L OXA.M 5 eK+ 4 EXAMS EXAM 6 z J, (�A - (�A) ---177 -- I t I J F4 7,4 tv FEVOW 9; MAYM By. JOB NO. L 424 �ac OfCM BY: DATE FLOOR PLAN — THIRD LEVEL J sc'.4Z. 11b. - 1, - 0• NORTE El) PLOT DATE: 10 -26 -12 DRAWING No 424-Ail3-M - M.3 ALB JOF :27 _I ,2"L.3i E El, A A 93 c C 3 D'� A6' 1 A -4 64 Ikj 5t) E 0 LAI r4'-q 1/2-1 I/--- 13 2 True �D*1!9� AJW F or rah la EXT. RRDIR rT-1 4; to — 11 in t T, z -r-a. 4 ---4- w-4• C13 3 2 h 41J 1� "TA ID 2, ti Li 1 7 Mi -�o N' ee f too �2A 3 W-2' T .07 -T-4- 4' 2'-0 1-465C fm 48i ❑ ol 77— 77-- 2'-4 '-Ij- W-4 N:4 PI L -i I 4fe' 2 7 !,-w 9'34• 444- -�- 5-4 SJL a 41 T T 5 QIS, 2 (2) LAYERS 5/6" TYPE W GYP. BID. TEXTURE AND PAINT STAIR SIDE ONLY TO FLUSH WALL M (2) STATE OF IDAHO HOUR ELEVATOR SHAFT WALL. f O3 AM (1) LAYER 5/6" GYP. So. TO FLUSH 104ALL OUT KTH ELEVATOR SHAFT FLOORAROOF SHEATHING. WALL. ABOVE CLS. To < SHIM AS REWIRED, INSTALL 5/6- 6YP. ED. ATTENUATION BATT INSULATION TEXTURE AND PAINT AROUND C-OLUMNS FROM FLOOR TO Ct& K TEXTURE AND PAINT. TOP OF V(ALL TO TERMINATE TANNER 8ABFUSS UNDERSIDE Or FLOORROOF SHEATHING. FIRE! E 233 North 1250 WW f2i TAPE GYP. EV. ABOVE FINISHED CEILINS. (I W- (SM) 298-8795 FIRE RATED) INSULATE WALL NV SOUND 315 Wm Ct. Pocot.1b, Idah. 83204 ATTEMATION BATT INSULATION r. (W 233.0839 2x6 AT I '01C, K/ 5/6• TYPE X'GYP. 50. EA, SIDE t? \w�' TEXTURE AND PAINT. TOP OF WALL TO TERMINATE 12. 94! • 0-0. 34!• ql-lw 12`1- ATTENUATION BATT INSULATION 2x& AT 16"0/0 NV 5/6' TYPE 'X' GYP. BD. EA, SIDE � TEXTURE AND PAINT. EXTEND WALL TO BOTTOM OF FLOORAROOF SWEATHINS. WALL ABOVE CL& TO BE 5OLM TAPED. INSULATE WALL NV SOUND ATTEWATION BATT INSULATION IL =W5 2x6 AT 16' O/C YV (2) LAYERS 5/6' TYPE 'X'4SYP lu Ds TO TERMINATE UNDERSIDE OF FLOOPUROOF SHEATHIN6. FIRE TAPE GYP. 50. ABOVE FINISHED CEILING. (2 HR. FIRE RATED) INSULATE 4w lAk SE SOUND ATTENUATION BATT INSULATION NN (K6 2x6 AT 16' 0/0 VV S/&' TYPE 1XI GYP. BD. slj� TEXTURE AND FAINT. TOP OF NL4L L TO TERMINATE 0'-4- la-4• TAPE GYP. BO. ABOVE FINISHM CEILING. (I HR. FIRE RATED) INSULATE WALL NV 50LNP 174 CA ATTENUATION BATT INSULATION JOB NO GDR 424 �A (-Alt 1, B ; �Bi, E, (l DRAWING NO. z PLAN NOTE5 (D COORDINATE INTERIOR SHAFT DIMENSIONS N ELEVATOR MA"JINACTURIER &ENER.AL NOTES 1. ALL DIMENSIONS TO FACE OF STUD U.N.C. 2. FOR ROUGH OPENING 51ZES, — SCHEDULE ON AIAA 3. BRACE PARTITION WALLS MIN. 4'-0' O/C. BIRAcl! AT DOORS - TYPICAL 4. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALLS TO RECEIVE 055 5HEATHIN6 AND FOR NAILING/BRACING DETAILS 5. AT FIRE RATED WALLS, FIRE STOP (CAULK) AS REWIRED TO MAINTAIN SPECIFIED RATING AT ALL PENETRATIONS. b. AT ANY COLUMN IMIHICH PROTRUDES FROM WALL, SHIM AS ' T TEXTURE AND PAI A`R.OUKD COLUMNS FROM FLOOR TO 01-6. TYPICAL AALL 2 (2) LAYERS 5/6" TYPE W GYP. BID. TEXTURE AND PAINT STAIR SIDE ONLY TO FLUSH WALL M (2) STATE OF IDAHO HOUR ELEVATOR SHAFT WALL. f O3 AM (1) LAYER 5/6" GYP. So. TO FLUSH 104ALL OUT KTH ELEVATOR SHAFT FLOORAROOF SHEATHING. WALL. ABOVE CLS. To < SHIM AS REWIRED, INSTALL 5/6- 6YP. ED. ATTENUATION BATT INSULATION TEXTURE AND PAINT AROUND C-OLUMNS FROM FLOOR TO Ct& &ENER.AL NOTES 1. ALL DIMENSIONS TO FACE OF STUD U.N.C. 2. FOR ROUGH OPENING 51ZES, — SCHEDULE ON AIAA 3. BRACE PARTITION WALLS MIN. 4'-0' O/C. BIRAcl! AT DOORS - TYPICAL 4. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALLS TO RECEIVE 055 5HEATHIN6 AND FOR NAILING/BRACING DETAILS 5. AT FIRE RATED WALLS, FIRE STOP (CAULK) AS REWIRED TO MAINTAIN SPECIFIED RATING AT ALL PENETRATIONS. b. AT ANY COLUMN IMIHICH PROTRUDES FROM WALL, SHIM AS ' T TEXTURE AND PAI A`R.OUKD COLUMNS FROM FLOOR TO 01-6. TYPICAL AALL T*fI"""E9 STATE OF IDAHO 2x4 AT 16' Olr, )IV 5/6' rfrE 'X' GYP. 90. EA, Sim TEXTURE AND PAINT. Ex-ruNv WALL To sorrom OF w w FLOORAROOF SHEATHING. WALL. ABOVE CLS. To < BE SOUND TAPED, INSULATE WALL NV BOUND ATTENUATION BATT INSULATION I iA 2x4 AT 16" O/C NV 5/b' TYPE 'X'GYP. 5D. EA. SIDE K TEXTURE AND PAINT. TOP OF V(ALL TO TERMINATE TANNER 8ABFUSS UNDERSIDE Or FLOORROOF SHEATHING. FIRE! E 233 North 1250 WW f2i TAPE GYP. EV. ABOVE FINISHED CEILINS. (I W- (SM) 298-8795 FIRE RATED) INSULATE WALL NV SOUND 315 Wm Ct. Pocot.1b, Idah. 83204 ATTEMATION BATT INSULATION r. (W 233.0839 2x6 AT I '01C, K/ 5/6• TYPE X'GYP. 50. EA, SIDE t? \w�' TEXTURE AND PAINT. TOP OF WALL TO TERMINATE (208) 732-4439 UNDERSIDE OF FL OORJKOOF SHEATHING. FIRE TAPE GYP. 50. ABOVE FINISHED CEILING. (I HR. FIRE RATED) INSULATE NALL PV SOUND ATTENUATION BATT INSULATION 2x& AT 16"0/0 NV 5/6' TYPE 'X' GYP. BD. EA, SIDE � TEXTURE AND PAINT. EXTEND WALL TO BOTTOM OF FLOORAROOF SWEATHINS. WALL ABOVE CL& TO BE 5OLM TAPED. INSULATE WALL NV SOUND ATTEWATION BATT INSULATION IL =W5 2x6 AT 16' O/C YV (2) LAYERS 5/6' TYPE 'X'4SYP lu 50. EA. SIDE TEXTURE AND PAINT. TOP OF AALL' TO TERMINATE UNDERSIDE OF FLOOPUROOF SHEATHIN6. FIRE TAPE GYP. 50. ABOVE FINISHED CEILING. (2 HR. FIRE RATED) INSULATE 4w SOUND ATTENUATION BATT INSULATION NN (K6 2x6 AT 16' 0/0 VV S/&' TYPE 1XI GYP. BD. slj� TEXTURE AND FAINT. TOP OF NL4L L TO TERMINATE UNDERSIDE OF FLOOR/ROOF SHEATHING. rlrrL: TAPE GYP. BO. ABOVE FINISHM CEILING. (I HR. FIRE RATED) INSULATE WALL NV 50LNP ATTENUATION BATT INSULATION JOB NO GDR 424 CHEMED BY: JRA DATE NOV. rPLOT -- 26-12 DRAWING NO. FU 424-Al{ W • Al 4 41.4 OF :21 DIMENSION FLOOR PLAN - MAIN LEVEL (JL� SCALE. I• .1• - 0* 77-- ENT A. McFARM AR-2561 STATE OF IDAHO w w < 4 I iA CMSULTANTS: tea, kf-G DESIGN 75 Souft, 600 YAW 09an. UT (435) 752-4544 TANNER 8ABFUSS STRUCIURAL EN 233 North 1250 WW f2i 3—UhA, Utoh 84014 (SM) 298-8795 315 Wm Ct. Pocot.1b, Idah. 83204 (208) =-OW r. (W 233.0839 � II M"GINEERING NC PPINE EN 1823E Cart. St. Pocd.0o,,d.ho 83201 (208) 732-4439 Fox (208) 232-1435 A z Z IL lu L z REA": ORAKN By: JOB NO GDR 424 CHEMED BY: JRA DATE NOV. rPLOT -- 26-12 DRAWING NO. FU 424-Al{ W • Al 4 41.4 OF :21 I E, AV E 3 21 3 W--4j' 41* E 7H 7H LH j L L�j -L�l H EEB 1 J, E FA, r F1 El C -FT Ll I T fi 04 7A 05A 1 Av -1 1 rE� -E) L.!i W L±i L2,j Lli 1-21 Lij L±j LI-i 1-21 di Lij 21 (�E) 1. ALL 1?11- } IONS TO FACE Or STUD U.N.O. 2. FOR RDU&H OPERNS SIZES, SM 5C+eVVLF- THIS 5HEET EXTERIOR ROUGH OPENING SCHEDULE MT A, MdARLAND AR-2561 UJ ROUGH OPENING STATE OF MARI) REMARKS All ^11*OOY4 ui 0 6'-19. < A2 YOOOI,'i 4'-111 51-4. < 54 KtcoiN 4` -11* 4'-9* 75 Sol* WO W"t 52 mtcokx 41-111 4'-3' q..uf* ut&, 84014 (301) 295-0795 mt,00*1 -7-7- *-3- (No) 2.13-7501 F (MI) 233 -0529 nAcrvmAL o4goompm MWE MGKtEm ml- 1823 E, Carta St. Pao .k loch. 83201 (208) 232-4139 F. (205) =-1435 4*-3' WINDOW 221-13* 61-4l K 2'-4- 103A DOOR Z V-51 102AI clooR REAMW W-2- loeA vooR '055 DOOR '07A PooR 12*-31 V-3' ALL"INL" STOREFRONT 112A zcop, T-11 ME W-41,"-%"A - AIA A1.4A 1125 ::looR '71-1* 4-2* 12C zlooR 255A :k�- 121-51 ala. 505A r'O� 12-5' V-3. OnNINCP DIMENSION IPLAN - MAIN LEVEL �i 3 t i F� MT A, MdARLAND AR-2561 STATE OF MARI) 91 ui 0 � - 8 < < Wt, DESIGN Degm 75 Sol* WO W"t 4.qm UT (4m) SWOURAL DOWEDW TANN&I SWIM STWC", AL ViON&T$ 21'1 —!250 ww fm q..uf* ut&, 84014 (301) 295-0795 W0(k4M 0KNEW OVGI�'ftE9 SYSTUAS ASMC. 315 W..t cwt. P-w W. MD. (No) 2.13-7501 F (MI) 233 -0529 nAcrvmAL o4goompm MWE MGKtEm ml- 1823 E, Carta St. Pao .k loch. 83201 (208) 232-4139 F. (205) =-1435 ul Z REAMW DRAM BY: im NO: 5w 424 MM BY: RW DALE: Nov. PLAT DATE, 10-26-12 DRAWING NO. ME W-41,"-%"A - AIA A1.4A OF :217 A A4 B 14,4 4--i1b- 6,4 I I I PP I T1 I IP ........... F215 51 (Eel 211 F2 F 210 1 ==j OW 4 256 - FA21 tl trio r w3 4 2w 4 iv n 4 255 !'5 C6 El El E D ' *2" kf l C3', , D D'I El rl 11 r t tort j r-2-171 4' F-2-1q I v vo in n n Fan 225 • • 2,40 r2 t4At cn+ FA21 r242 j O m r2-1 A2 N, n4 F2-4'-Yl 5A� I i-mAece s r-246 in 4 FRI r FKJ W-4- 5-4' W-1• 1 kr r&4<A PIMENSION PLAN - SeCONV LEVEL S6.4.£°• 1/0' - V - 0' 77-- PLAN NOTES 0 COORDINATE INTERIOR.9KAJr-T DIMENSIONS PV ENT A. McFAR.AA AR-2561 (2) LAYERS 5/9- rrrE 'X' GYP. Ev. TEXTURE AND PAINT STAIR SIDE ONLY To FLUSH WALL W (2) HOUR ELEVATOR SHAFT WALL. Am (I) LATER 5/8- GYP. ED. To Fix" WALL OUT STATE OF IDAHO WITH ELEVATOR SHAFT ® SHIM AS REQUIRED, INSTALL SI8° GYP. BD. TEXTURE AND PAINT AROUND COLUMNS FROM ry FLOOR TO CL6. W GENERA NOTES 1. ALL DIMENSIONS TO FADE OF STUD U.N.O. 2. FOR ROUGH OPENING SIZES, SEE SCHEDULE ON AIAA 3. BRAGS PARTITION WALLS MIN. 4-0' O /G. BRAGS AT < DOORS - TYPICAL 4. REFER TO STRUCTURAL DRANN&S FOR SWEAR �' KALLS TO RECEIVE 0515 SHEATHING AND FOR NAILINO/BRACINS DETAILS 5. AT FIRE RATED WALLS, FIRE STOP (CAULK) AS gr CONSULTANTS: REWIRED TO MAINTAIN 5PEc-'IFIE!P RATING AT ALL 711 PENETRATIONS. WLIEU " DE WEL DE" 75 Sftth, 600 west 6. AT ANY WLL*44 "HIGH PROTRUDES FROM WALL, Z -ogm, UT SHIM AS REWIRED, INSTALL 5I8° GYP. ED. f435) 7 -4544 TEXTURE AND PAINT AROUND GOL.UhRLr7 FROM � 57RUCTtAtAL ENtiNE1�C FLOOR TO CA-&. TYPICAL a a SS HALL 2X4 AT 16' OIC, YV 5/6" TYPE 'X' GYP. 50. EA. SIDE C CwDl TEXTURE AND PAINT. EXTEND WALL TO BOTTOM or FLOOR/ROOF SHEATHING. WALL ABOVE CL & To BE SOUND TAPED. INSULATE HALL YV WOW ATTENUATION BATT INSULATION 2x4 AT 16* O/C W/ 51W TYPE 'X'6YP. ED. EA, SIDE Q �W2 TEXTURE AND PAINT, TOP OF WALL TO TERMINATE UNDERSIDE OF FLOOR^OOF SHEATHING. FIRE TAPE GYP. BD. ABOVE FINISHED CEILING. (I W- FIRE RATED) INSULATE WALL YV SOUND ATTENUATION BATT INSULATION a 2x6 AT 16* OIC, A/ 5/6* TYPE W GYP. 50. EA, SIDE TEXTURE AND PAINT. TOP OF WALL To TERMINATE UNDERSIDE OF FLOORUROOF SHEATHING. FIRE TAPE GYP. 50. ABOVE FINISHED CEILING. (I W- FIRE RATED) INSULATE WALL IAV SOUND ATTENUATION BATT INSULATION W4 2xb AT 16' 01r, A/ 5/5' TYPE 'X'6YP. BD. EA. SIDE TEXTURE AND PAINT. EXTEND WALL TO BOTTOM OF FLOORAWOF SHEATHING. WALL ABOVE GL& TO BE SOUND TAPED. INSULATE NALL YV SOUND ATTENUATION BATT INSULATION 2x6 AT 16* OIC A/ (2) LAYERS 5/6* TYPE 'X' GYP. 2 (:W:5:) BID. EA. SIDE TEXTURE AND PAINT. TOP OF WALL. TO TERMINATE UNDERSIDE OF FLOORAROOF 5HEATHM6. FIRE TAPE GYP. BD. ABOVE FINISHED CEILING. (2 HR FIRE RATED) INSULATE SOUND ATTENUATION BATT INSULATION 2)cb AT IWO/r, A/ * TYPE *X'&YP. EV. 1 54 TEXTURE AND PAINT. /TOP TOP OF WALL TO TERMINATE UNDERSIDE OF FLOORAtOOF SHEATH TAPE GYP. BD. ABOVE FINISHED CEILING. (I HR. FIRE RATED) INSULATE WALL YV SOUND II ATTENUATION BATT INSULATION 233 Nth 1250 WWt 1201 3—ftd, 0 , 84014 (OW) 298-8795 MEWENClEfIMC MONEM SYMS ASSOC, 315 WW Canter P—t* kaho 83204 (208) 233-050'. 233-0629 pmmvw 7 1823 L C-t. St. rddla 83201 (208) 232-"39 (208) 232-113-1 11 rtZ ir z z 0 ti '"'m "Y" ' 44 I m '*' .2 CIE00 BY. DAY-- NOV. Ill r---T DATE: 10-26-12 DRAWING NO. FU 424-Al S()W • Alb ASS -1) " n4 F2-4'-Yl 5A� I i-mAece s r-246 in 4 FRI r FKJ W-4- 5-4' W-1• 1 kr r&4<A PIMENSION PLAN - SeCONV LEVEL S6.4.£°• 1/0' - V - 0' 77-- PLAN NOTES 0 COORDINATE INTERIOR.9KAJr-T DIMENSIONS PV ENT A. McFAR.AA AR-2561 (2) LAYERS 5/9- rrrE 'X' GYP. Ev. TEXTURE AND PAINT STAIR SIDE ONLY To FLUSH WALL W (2) HOUR ELEVATOR SHAFT WALL. Am (I) LATER 5/8- GYP. ED. To Fix" WALL OUT STATE OF IDAHO WITH ELEVATOR SHAFT ® SHIM AS REQUIRED, INSTALL SI8° GYP. BD. TEXTURE AND PAINT AROUND COLUMNS FROM ry FLOOR TO CL6. W GENERA NOTES 1. ALL DIMENSIONS TO FADE OF STUD U.N.O. 2. FOR ROUGH OPENING SIZES, SEE SCHEDULE ON AIAA 3. BRAGS PARTITION WALLS MIN. 4-0' O /G. BRAGS AT < DOORS - TYPICAL 4. REFER TO STRUCTURAL DRANN&S FOR SWEAR �' KALLS TO RECEIVE 0515 SHEATHING AND FOR NAILINO/BRACINS DETAILS 5. AT FIRE RATED WALLS, FIRE STOP (CAULK) AS gr CONSULTANTS: REWIRED TO MAINTAIN 5PEc-'IFIE!P RATING AT ALL 711 PENETRATIONS. WLIEU " DE WEL DE" 75 Sftth, 600 west 6. AT ANY WLL*44 "HIGH PROTRUDES FROM WALL, Z -ogm, UT SHIM AS REWIRED, INSTALL 5I8° GYP. ED. f435) 7 -4544 TEXTURE AND PAINT AROUND GOL.UhRLr7 FROM � 57RUCTtAtAL ENtiNE1�C FLOOR TO CA-&. TYPICAL a a SS HALL 2X4 AT 16' OIC, YV 5/6" TYPE 'X' GYP. 50. EA. SIDE C CwDl TEXTURE AND PAINT. EXTEND WALL TO BOTTOM or FLOOR/ROOF SHEATHING. WALL ABOVE CL & To BE SOUND TAPED. INSULATE HALL YV WOW ATTENUATION BATT INSULATION 2x4 AT 16* O/C W/ 51W TYPE 'X'6YP. ED. EA, SIDE Q �W2 TEXTURE AND PAINT, TOP OF WALL TO TERMINATE UNDERSIDE OF FLOOR^OOF SHEATHING. FIRE TAPE GYP. BD. ABOVE FINISHED CEILING. (I W- FIRE RATED) INSULATE WALL YV SOUND ATTENUATION BATT INSULATION a 2x6 AT 16* OIC, A/ 5/6* TYPE W GYP. 50. EA, SIDE TEXTURE AND PAINT. TOP OF WALL To TERMINATE UNDERSIDE OF FLOORUROOF SHEATHING. FIRE TAPE GYP. 50. ABOVE FINISHED CEILING. (I W- FIRE RATED) INSULATE WALL IAV SOUND ATTENUATION BATT INSULATION W4 2xb AT 16' 01r, A/ 5/5' TYPE 'X'6YP. BD. EA. SIDE TEXTURE AND PAINT. EXTEND WALL TO BOTTOM OF FLOORAWOF SHEATHING. WALL ABOVE GL& TO BE SOUND TAPED. INSULATE NALL YV SOUND ATTENUATION BATT INSULATION 2x6 AT 16* OIC A/ (2) LAYERS 5/6* TYPE 'X' GYP. 2 (:W:5:) BID. EA. SIDE TEXTURE AND PAINT. TOP OF WALL. TO TERMINATE UNDERSIDE OF FLOORAROOF 5HEATHM6. FIRE TAPE GYP. BD. ABOVE FINISHED CEILING. (2 HR FIRE RATED) INSULATE SOUND ATTENUATION BATT INSULATION 2)cb AT IWO/r, A/ * TYPE *X'&YP. EV. 1 54 TEXTURE AND PAINT. /TOP TOP OF WALL TO TERMINATE UNDERSIDE OF FLOORAtOOF SHEATH TAPE GYP. BD. ABOVE FINISHED CEILING. (I HR. FIRE RATED) INSULATE WALL YV SOUND II ATTENUATION BATT INSULATION 233 Nth 1250 WWt 1201 3—ftd, 0 , 84014 (OW) 298-8795 MEWENClEfIMC MONEM SYMS ASSOC, 315 WW Canter P—t* kaho 83204 (208) 233-050'. 233-0629 pmmvw 7 1823 L C-t. St. rddla 83201 (208) 232-"39 (208) 232-113-1 11 rtZ ir z z 0 ti '"'m "Y" ' 44 I m '*' .2 CIE00 BY. DAY-- NOV. Ill r---T DATE: 10-26-12 DRAWING NO. FU 424-Al S()W • Alb ASS -1) " 1 kr r&4<A PIMENSION PLAN - SeCONV LEVEL S6.4.£°• 1/0' - V - 0' 77-- PLAN NOTES 0 COORDINATE INTERIOR.9KAJr-T DIMENSIONS PV ENT A. McFAR.AA AR-2561 (2) LAYERS 5/9- rrrE 'X' GYP. Ev. TEXTURE AND PAINT STAIR SIDE ONLY To FLUSH WALL W (2) HOUR ELEVATOR SHAFT WALL. Am (I) LATER 5/8- GYP. ED. To Fix" WALL OUT STATE OF IDAHO WITH ELEVATOR SHAFT ® SHIM AS REQUIRED, INSTALL SI8° GYP. BD. TEXTURE AND PAINT AROUND COLUMNS FROM ry FLOOR TO CL6. W GENERA NOTES 1. ALL DIMENSIONS TO FADE OF STUD U.N.O. 2. FOR ROUGH OPENING SIZES, SEE SCHEDULE ON AIAA 3. BRAGS PARTITION WALLS MIN. 4-0' O /G. BRAGS AT < DOORS - TYPICAL 4. REFER TO STRUCTURAL DRANN&S FOR SWEAR �' KALLS TO RECEIVE 0515 SHEATHING AND FOR NAILINO/BRACINS DETAILS 5. AT FIRE RATED WALLS, FIRE STOP (CAULK) AS gr CONSULTANTS: REWIRED TO MAINTAIN 5PEc-'IFIE!P RATING AT ALL 711 PENETRATIONS. WLIEU " DE WEL DE" 75 Sftth, 600 west 6. AT ANY WLL*44 "HIGH PROTRUDES FROM WALL, Z -ogm, UT SHIM AS REWIRED, INSTALL 5I8° GYP. ED. f435) 7 -4544 TEXTURE AND PAINT AROUND GOL.UhRLr7 FROM � 57RUCTtAtAL ENtiNE1�C FLOOR TO CA-&. TYPICAL a a SS HALL 2X4 AT 16' OIC, YV 5/6" TYPE 'X' GYP. 50. EA. SIDE C CwDl TEXTURE AND PAINT. EXTEND WALL TO BOTTOM or FLOOR/ROOF SHEATHING. WALL ABOVE CL & To BE SOUND TAPED. INSULATE HALL YV WOW ATTENUATION BATT INSULATION 2x4 AT 16* O/C W/ 51W TYPE 'X'6YP. ED. EA, SIDE Q �W2 TEXTURE AND PAINT, TOP OF WALL TO TERMINATE UNDERSIDE OF FLOOR^OOF SHEATHING. FIRE TAPE GYP. BD. ABOVE FINISHED CEILING. (I W- FIRE RATED) INSULATE WALL YV SOUND ATTENUATION BATT INSULATION a 2x6 AT 16* OIC, A/ 5/6* TYPE W GYP. 50. EA, SIDE TEXTURE AND PAINT. TOP OF WALL To TERMINATE UNDERSIDE OF FLOORUROOF SHEATHING. FIRE TAPE GYP. 50. ABOVE FINISHED CEILING. (I W- FIRE RATED) INSULATE WALL IAV SOUND ATTENUATION BATT INSULATION W4 2xb AT 16' 01r, A/ 5/5' TYPE 'X'6YP. BD. EA. SIDE TEXTURE AND PAINT. EXTEND WALL TO BOTTOM OF FLOORAWOF SHEATHING. WALL ABOVE GL& TO BE SOUND TAPED. INSULATE NALL YV SOUND ATTENUATION BATT INSULATION 2x6 AT 16* OIC A/ (2) LAYERS 5/6* TYPE 'X' GYP. 2 (:W:5:) BID. EA. SIDE TEXTURE AND PAINT. TOP OF WALL. TO TERMINATE UNDERSIDE OF FLOORAROOF 5HEATHM6. FIRE TAPE GYP. BD. ABOVE FINISHED CEILING. (2 HR FIRE RATED) INSULATE SOUND ATTENUATION BATT INSULATION 2)cb AT IWO/r, A/ * TYPE *X'&YP. EV. 1 54 TEXTURE AND PAINT. /TOP TOP OF WALL TO TERMINATE UNDERSIDE OF FLOORAtOOF SHEATH TAPE GYP. BD. ABOVE FINISHED CEILING. (I HR. FIRE RATED) INSULATE WALL YV SOUND II ATTENUATION BATT INSULATION 233 Nth 1250 WWt 1201 3—ftd, 0 , 84014 (OW) 298-8795 MEWENClEfIMC MONEM SYMS ASSOC, 315 WW Canter P—t* kaho 83204 (208) 233-050'. 233-0629 pmmvw 7 1823 L C-t. St. rddla 83201 (208) 232-"39 (208) 232-113-1 11 rtZ ir z z 0 ti '"'m "Y" ' 44 I m '*' .2 CIE00 BY. DAY-- NOV. Ill r---T DATE: 10-26-12 DRAWING NO. FU 424-Al S()W • Alb ASS -1) " HALL 2X4 AT 16' OIC, YV 5/6" TYPE 'X' GYP. 50. EA. SIDE C CwDl TEXTURE AND PAINT. EXTEND WALL TO BOTTOM or FLOOR/ROOF SHEATHING. WALL ABOVE CL & To BE SOUND TAPED. INSULATE HALL YV WOW ATTENUATION BATT INSULATION 2x4 AT 16* O/C W/ 51W TYPE 'X'6YP. ED. EA, SIDE Q �W2 TEXTURE AND PAINT, TOP OF WALL TO TERMINATE UNDERSIDE OF FLOOR^OOF SHEATHING. FIRE TAPE GYP. BD. ABOVE FINISHED CEILING. (I W- FIRE RATED) INSULATE WALL YV SOUND ATTENUATION BATT INSULATION a 2x6 AT 16* OIC, A/ 5/6* TYPE W GYP. 50. EA, SIDE TEXTURE AND PAINT. TOP OF WALL To TERMINATE UNDERSIDE OF FLOORUROOF SHEATHING. FIRE TAPE GYP. 50. ABOVE FINISHED CEILING. (I W- FIRE RATED) INSULATE WALL IAV SOUND ATTENUATION BATT INSULATION W4 2xb AT 16' 01r, A/ 5/5' TYPE 'X'6YP. BD. EA. SIDE TEXTURE AND PAINT. EXTEND WALL TO BOTTOM OF FLOORAWOF SHEATHING. WALL ABOVE GL& TO BE SOUND TAPED. INSULATE NALL YV SOUND ATTENUATION BATT INSULATION 2x6 AT 16* OIC A/ (2) LAYERS 5/6* TYPE 'X' GYP. 2 (:W:5:) BID. EA. SIDE TEXTURE AND PAINT. TOP OF WALL. TO TERMINATE UNDERSIDE OF FLOORAROOF 5HEATHM6. FIRE TAPE GYP. BD. ABOVE FINISHED CEILING. (2 HR FIRE RATED) INSULATE SOUND ATTENUATION BATT INSULATION 2)cb AT IWO/r, A/ * TYPE *X'&YP. EV. 1 54 TEXTURE AND PAINT. /TOP TOP OF WALL TO TERMINATE UNDERSIDE OF FLOORAtOOF SHEATH TAPE GYP. BD. ABOVE FINISHED CEILING. (I HR. FIRE RATED) INSULATE WALL YV SOUND II ATTENUATION BATT INSULATION 233 Nth 1250 WWt 1201 3—ftd, 0 , 84014 (OW) 298-8795 MEWENClEfIMC MONEM SYMS ASSOC, 315 WW Canter P—t* kaho 83204 (208) 233-050'. 233-0629 pmmvw 7 1823 L C-t. St. rddla 83201 (208) 232-"39 (208) 232-113-1 11 rtZ ir z z 0 ti '"'m "Y" ' 44 I m '*' .2 CIE00 BY. DAY-- NOV. Ill r---T DATE: 10-26-12 DRAWING NO. FU 424-Al S()W • Alb ASS -1) " -1) " \A m r ,2, Q � ear "Z' 17 -41j' L �i T w2 r Ws n 7r 1 "n w n 81 '.'!'-4' r� I; I i OA 0 w 98T 16 �yp� 1uTi II'-0• 5' -f,�' 11' -W1�' 4'�S m w 81 T ; n e r. s'-bk A — — q. —4- �EU I� I T; ry i I, 4 2 89 I i s i I I t 1 910 L n w � I n 1r-e• n � , eY•. �n "K- a ''., ens• �• . b'- -y' i n w i � n h 1 n w a BUCDINb CANTER H, 4 I LEASE G t. -.• 1 „_.1. 3}4' -2�• T-C• # s• -Ih'• s' -I#• _ (:E�- w t 1 5 0 E i PAYNE ENGtt'EER W INC. � T 1823 E, t. St T823 E Csilm St 2X4 AT 16" 0/C W/ 5/6' TYPE 'X' GYP. BD. Fro. 51DE 2x6 AT 16' O/C W/ 5/6' TYPE 'X' GYP. W. EA. SIDE w AK W3 — — q. —4- �EU I� I T; ry i I, 4 2 89 I i s i I I t 1 910 L n w � I n 1r-e• n � , eY•. �n "K- a ''., ens• �• . b'- -y' i n w i � n h 1 n w a BUCDINb CANTER H, 4 I LEASE G t. -.• 1 „_.1. 3}4' -2�• T-C• # s• -Ih'• s' -I#• _ 5 w t 1 5 ,cc E i PAYNE ENGtt'EER W INC. 1823 E, t. St T823 E Csilm St 2X4 AT 16" 0/C W/ 5/6' TYPE 'X' GYP. BD. Fro. 51DE 2x6 AT 16' O/C W/ 5/6' TYPE 'X' GYP. W. EA. SIDE w W' TEXTURE AND PAINT. EXTEND WALL TO BOTTOM OF W3 Pa: (20e) ) ui -1 FLOOR/WOOF SHEATHINS. WALL. ABOVE CL6, TO Be SOUND TAPED. INSULATE WALL W/ SOUND ATTENUATION BATT INSULATION TAPE GYP. BD. ABOVE FINISHED CEILING. (I HR I' r, 5A; 2x4 AT 16" O/C W/ 5/8' TYPE 'X' GYP. BD. EA. SIDE o y I I 5 f- (w) 2 ,cc E i DIMENSION PLAN — THIRD LEVEL _ sc.”. ve' - P - a NORIfI PLAN NOTES l J COORDINATE INTERIOR SHAFT DIMENSIONS M ELEVATOR MANJFACTU;MR PAINT STAIR SIDE ONLY TO FLUSH WA 1. W/ (2) HOUR ELEVATOR SHAFT WALL. O FUR OUT PORTION OF 2X6 WALL TO FLUSH OUT WITH 2X8 WALL GENERAL NOTES I. ALL DIMENSIONS TO FAGS OF STUD U.N.O. 2. FOR ROUGH OPENINS SIZES, SEE SC+IEVULE ON AIAA 3. IMAGE PARTITION WALLS MIN. 4' -0" O /C. BRACE AT DOORS - TYPICAL 4. REFER TO STRUCTURAL.. DRAWIN65 FOR SHEAR WALLS TO RECEIVE 056 SHEATHING AND FOR NAILIN6/BRACING DETAILS 5. AT FIRE RATED WADS, FIRE STOP (CAULK) AS REWIRED TO MAINTAIN SPECIFIED RATING AT ALL PENETRATIONS. A MCFARLAND AR -2561 II r W Q „ MLEU OEM MBEU DESM 75 SwU 600 Wwl L.9- UT (435) 752-4544 Ss TANNER BMRISS STRUCTIFUL ENGINEERS 233 North 1250 Wwt 1201 8-0A. UlM 64014 (601) 298 -8795 IECKAN>ICAL 0 GWERI i6 GAW4 R 0 SYSTEMS ASSOC 315 Wwt Cot. P=fisbo, Wolro 83204 WALL TYPES 5 f- (w) 2 PAYNE ENGtt'EER W INC. 1823 E, t. St T823 E Csilm St 2X4 AT 16" 0/C W/ 5/6' TYPE 'X' GYP. BD. Fro. 51DE 2x6 AT 16' O/C W/ 5/6' TYPE 'X' GYP. W. EA. SIDE w W' TEXTURE AND PAINT. EXTEND WALL TO BOTTOM OF W3 Pa: (20e) ) ui -1 FLOOR/WOOF SHEATHINS. WALL. ABOVE CL6, TO Be SOUND TAPED. INSULATE WALL W/ SOUND ATTENUATION BATT INSULATION TAPE GYP. BD. ABOVE FINISHED CEILING. (I HR FIRE RATED) INSULATE WALL W/ SOUND 2x4 AT 16" O/C W/ 5/8' TYPE 'X' GYP. BD. EA. SIDE o ` W2 TEXTURE AND PAINT. TOP OF WALL TO TERMINATE "+ UNDERSIDE OF FLOORAROO!' S+IEATI+INb. FIRE ` TAPE GYP BD ABOVE FINISHED CEILING (I HR. TEXTURE AND PAINT. EXTEND WALL TO BOTTOM OF e REN90N: s �S DRAi1N BY: JOB NO: Bw 424 II 0600 BY: DAZE .RW NOV, 'il PLOT DATE: 10 -26 -12 DRAWING N0. Fill- 4N mk-w • Aib A1.6 OF 2i FIRE RATED) INSULATE WALL W/ SOUND ATTENUATION BATT INSULATION 2x6 AT 16' O/C W/ 5/6' TYPE 'X' GYP. W. EA. SIDE w W3 TEXTURE AND PAINT. TOP OF WALL TO TERMINATE UNDERSIDE OF FLOOR/ROOF SHEATHING. FIRE TAPE GYP. BD. ABOVE FINISHED CEILING. (I HR FIRE RATED) INSULATE WALL W/ SOUND ATTENUATION BATT INSULATION "+ W4 2X6 AT 16- O/C W/ 5/8" TYPE 'X' GYP. BD. EA, SIDE TEXTURE AND PAINT. EXTEND WALL TO BOTTOM OF $ FLOOR/WOOF SHEATHING. WALL ABOVE CL6. TO BE SOUND TAPED. INSULATE WALL. W/ SOUND ATTENUATION BATT INSULATION 2x6 AT 16" O/C W/ (2) LAYERS 5/8• TYPE 'X' GYP. BD. EA. SIDE TEXTURE AND PAINT. TOP OF WALL ° TO TERMINATE UNPER54M OF FLOOR/ROOF SHEATHING. FIRE TAPE GYP. BD. ABOVE FINISHED ` CEILING. (2 HR FIRE RATED) INSULATE WA1. YV u SOUND ATTENUATION BATT INSULATION Wfi 2x8 AT 16" O/C W/ 5/6' TYPE 'X' GYP. BO. ROOM < SIDE TEXTURE AND PAINT. TOP OF WALL TO TERMINATE 4" MIN. ABOVE CEILING. BRACE TO STRUCTURE AT 4' -0' O/C ° II e REN90N: s �S DRAi1N BY: JOB NO: Bw 424 II 0600 BY: DAZE .RW NOV, 'il PLOT DATE: 10 -26 -12 DRAWING N0. Fill- 4N mk-w • Aib A1.6 OF 2i ' (D) �-A�� (AC wN M �� — �! II ME V,- ,'-mot.:, tBi 2 6ENERLAL NOTES A. TYPICAL CEILING HE16+4T TO ESE W-O' U.N.O. CaILIN& MATMAL LZOMM GYP 00. TAM, IEXIUW-, AM PAIN 24'X24' SUS FIDOW CZ-11-Ims TILE "TLM EV-osw sTpnZTLWZ Q�� SOFFIT MATMAL T. 3 C3 li 7' 4� 2 -0 1011 L W17- Cl 40B U— STAIR -4 -4- -4-- q,-cr 46 rw STM r-W 14 Its -4 v ��7 IMM O a T M I I I "T 4-14+ 4 - 58? cl, Tj MISSWASXf- 4 C, 121j W11 L ,5D) C6 �- 50E 1 --4 SE 6 A" REFLECTM CMILINIS PLAN MAIN LEVEL NGIIRNI A 1) �Bl cl PLAN NOTES (D SOFFIT MATMAL 2 E.I.F.St. MINAL ON SOFFIT (D VROM MOLVIN* ON WOE OF SOFFIT tt Ml lu REV": DRAW BY: JOB NO. om 424 MG BY, DAM PLOT DATE: 10-26-12 DRAWING NO. I'M 424-Al 7 RCM - A13 Al .7 OF :21 Q�� CONSUMM mm BMW um DESION 7s smr so0 w«1 L" u {435) 752 -4544 TANNER BARFUSS STRUCTMAL ENGINEERS 233 Ntl 1250 W.1 OM 8—tHW, UWh 81014 WWI VNIMMM 315 ow PocOM.. Idh. 83204 (208) 233 -0501 F. ) 2&V-05" UWWACrAL Immomal PANE ENOMEERM W, 1823 E. Ctw SL Podall., ldOho MW (208) 232-4439 F. (206) 232-1435 tt Ml lu REV": DRAW BY: JOB NO. om 424 MG BY, DAM PLOT DATE: 10-26-12 DRAWING NO. I'M 424-Al 7 RCM - A13 Al .7 OF :21 I ��l AdA 7-v 02 A, TYMCIAL Ca" B, cloomomAlm C, GGILIN6 NV Gyp 60. ETTI ZV X: COL" aorpt F-I A A4 ✓ A6) , ,2 T. 2 4`1 'i� B, C5, r. 6r=Nr=RAl- NOTES B. COORDINATE rr:ILIN& HEI&HTS V41TH MECHMICAL 14 11 -i4dl PLAN NOTES I I `", ad4wim i 61011411M."d. BREhIT A. "AMAND AR-2561 MATERIAL ON SOFFIT rROM MOLDINC, ON EP61E OF SOFFIT fu 42 Wig I.- e - . S fa lu CONSULTANTS: t& MUD) DESIGN MILIEL DESIM 75 S.� 600 YAW lu A IL -.9- u (4351752-4544 SIMMURAL NC i!M TANNER BARFUSS 57RUC TLRAL ERG04UZS 233 Mwth 1250 West M B.. MA, Utah 84014 M-8795 WECHAWC& DIO140M ENGINEEREV SYSTEMS ASSM 315 West Ct. Pocatdlo, Idd. 63204 DRAV1N ft. (208) 233-050' SVIR F_ (8M) 233 -OW9 CHECKED BY: J" PAYNE EMINEERING W., PLOT DATE 10-26-12 1823 C. C-t. St AIZ 232:UJQ Fax. (208) 232 1455 fu A S fa lu t& lu A IL DRAV1N ft. JOB No- SVIR 424 CHECKED BY: J" DATE-- NOY. PLOT DATE 10-26-12 DRAWING NO. FIE 424 M.8-RCP21 AIA AIZ SEE LARGE SCALE DRAWW AS.S EE LARGE SCALE DUM-40 A3.4 4N� A) 01 Torm FS-0-1 I - 02 104- O SA c J C�) 19MM966 !.ENTER i,4) ISPENERLAL NOTES PLAN NOTES A. TYPICAL CEILINS HE16W TO BE 4' -0" U.N.O. nt SOFFIT MATMIAL CMILIN& MATMAL LOSE40 1:1 OYP W. TMT� TeXnM AND PAINT F77-1 24' X 24' SUSPS01W F4P, 1 C&I, [No TLE Sysirm F� EM-03M 5711111CMIRZ F1 SOFFIT MATMAL 1*t F-I.F.S. (TOYM T7 REFLECTM CMILINIS PLAN 3RD LEVEL sc.-Az. W - 1, - o' NOION I C*OM HOLVINS 1� BRENT A. McFARLAND AR-2561 STATE OF IDAHO < < mm OEM MIM DESIGN 75 Swillt 500 Wt Logm, UT (435) 752-4544 S� 09090" TANNER BARFUSS MY 233 No h 1250 WW IM 8—Ukd, Utah 5W4 (am) no-sm ligniAl" poopliff" ENGINEERED SYSMES ASSM 316 Wt C.M. J C�) 19MM966 !.ENTER i,4) ISPENERLAL NOTES PLAN NOTES A. TYPICAL CEILINS HE16W TO BE 4' -0" U.N.O. nt SOFFIT MATMIAL CMILIN& MATMAL LOSE40 1:1 OYP W. TMT� TeXnM AND PAINT F77-1 24' X 24' SUSPS01W F4P, 1 C&I, [No TLE Sysirm F� EM-03M 5711111CMIRZ F1 SOFFIT MATMAL 1*t F-I.F.S. (TOYM T7 REFLECTM CMILINIS PLAN 3RD LEVEL sc.-Az. W - 1, - o' NOION I C*OM HOLVINS 1� BRENT A. McFARLAND AR-2561 STATE OF IDAHO < < mm OEM MIM DESIGN 75 Swillt 500 Wt Logm, UT (435) 752-4544 S� 09090" TANNER BARFUSS STRUCTURAL ENGINEERS 233 No h 1250 WW IM 8—Ukd, Utah 5W4 (am) no-sm ligniAl" poopliff" ENGINEERED SYSMES ASSM 316 Wt C.M. P—t.k wdl. mm (208) M-OW Fax (801) 233-0M MWE ENGINEERING INC- 1823 1- C SL po.d4A0. ift. &UM ('W) 2'2- F. (208) 232-1435 A Z lu —1 lu NJ DRAVIN BY: pw JOB ft 4-14 CHECKED BY. _Vgpi DAM NOV. 'll PLOT DATE: 10-26-12 DRAWING NO. ME' 4N-Al$-W3 - AIA A1.101 OF :21 �EJ) i 71"ll v TYP, ter 4 U-0 ±5t i5 ROOF PLAN : Ma. . 1• - 0, ,rte _. NOTES 1) ARCAITBr nJRAL ASPHALT 5HINGLE SiN&LE PLY ROOFING ME R ON TAPERED INSULATION SYSTEM METAL ROOFING 4 METAL VALLEY FLASHING L J hlETAL COFFINS GAP ROOF DRAIN. SEE DETAJL 2/Ai.11 ROOF A4,GE3S HATCH. SEE DETAIL 5/Al.11 �$ RAISED PAVER TILE SYSTEM ICE • AATER SHIELD ON ALL SHINGLED ROOFS, TYP. 10 MECHANICAL LWIT. SEE DETAIL S /AI.11 li ATTIC VENTILATOR SEE DETAIL 4 /AI.11 12 ROOF DRAIN BELON RAISED TILE PAVER SYSTEM. USE PLYAOOD CRICKET TO SLOPE TO DRAIN AT 1/4" PER FOOT R McFARLAND AR -2561 STATE OF IDAHO g MM OESM urea ES r War r43s) z32 -4su SMICCAMAL EM 10 7AMO 9114USS StRUCIAk ENGNEERS 2S: N" i250 ww, 12M 8—W, Jtdf 84014 yBJt; 288 -8795 t71GN[ERM SYSTEMS ASSOC. 315 Wt Cntm Pdzteb, lodes 83204 22313 -0301 fm: lBCi) 113 -0524 E1C4T!sm 01004"Ma PA,w 1$23 G Cantc St. PoateNr, ted 832531 ;2t�) m -N39 fm kmM 232-11.35 c O Z �yW fL {' I O � � z K 3 7. r JOB Na 424 DATE NOY. it -26-12 DRAWING NO. flf; 424 V.10 -16' - Ai !9 A1.10 OF :27 UJ a - MM OESM urea ES r War r43s) z32 -4su SMICCAMAL EM 10 7AMO 9114USS StRUCIAk ENGNEERS 2S: N" i250 ww, 12M 8—W, Jtdf 84014 yBJt; 288 -8795 t71GN[ERM SYSTEMS ASSOC. 315 Wt Cntm Pdzteb, lodes 83204 22313 -0301 fm: lBCi) 113 -0524 E1C4T!sm 01004"Ma PA,w 1$23 G Cantc St. PoateNr, ted 832531 ;2t�) m -N39 fm kmM 232-11.35 c O Z �yW fL {' I O � � z K 3 7. r JOB Na 424 DATE NOY. it -26-12 DRAWING NO. flf; 424 V.10 -16' - Ai !9 A1.10 OF :27 APZHrtWMP.AL ASPHALT SHIMOU RoOPtNE \ 12 12 1 SeAm cl." COPPM PAN SEAM YliD EON7M6 AOF#SIVE AU PLaPDSE SEALANT PLATE . ROOFiN6 ( tf^_ „ ,j�,,,,- RP* AS P TEtd9t M.HMS JJJj ' \^ 1^�� " /°` DRAM TAPE DLSt1LATWN ' � ` PLATE � •� .......� HOW TMI NOM PAH TO Be f9>W TO DECK AT DRAM. AND IMVE HO %~ MOM 'MI5 DErAI 'TYPICAL • xL ROOF DRAMS PETAL 2 SCALD I V2' • V- O' A7.31 54"5f2 -PLY ROOPMS " r— STAB STM!L CLAM 3' MK UOLf"ORtffi MB ERAJE M whvlaC.AL i WT TREAnp "OM 5LPEPER YY*Lp V ///2: APHESIYE m - y TAPORM INSILATWH 'iSS-== i SYSTW = I / YOeM TIO TYPE SEPARATOR (_________ ______� TAPERED M5lLATION {— .... Rd.T'T -'T T48'<.J T82 Y40tiD ELOGIGN6 .; YtOOD TRL65 ANCHORED YNTH 59: S'iRUCTNtAL FOLMERSMC FA5TE4B2 PETAL RJ6Arr NSLL 1TION. = ra sc.. I vr 1 r, t VT A3.11 t Y1'!Rt NKAM'2CTtAN. ASPNxT °JlNGL6 ICE d YLATIIt SFXEtD All� An R151A ATkm ..... ..... .. LK . SMSLY -MY R44DFlN6 MATMAL MA-ATM f TAPMQW ft4SAAT$OM •' ✓ �' • _ SYSTI" CB.R✓S PLAN I � J 7 t STRUOT Aill1N,M t � ! 2 V2' 814#0 Sw TYPE 'X' 6YP. ED. ME DETALL. A(A3 rEJrs- TOrxrwt PLASTCYEIP4ASTAM FMI&1 SYSTEM OR APPRO M BMIAL. yg. I PETAL SCA18 V2, ' - a V C - O' A1,li ICE 4 Y .l88C.OPnb 5AFE1Y POST -. _ .Tf*W STR1. IVAZA ., 310'X 216' 11 FUNK ROOF HATCtI MSttAT10N "IN LOCK HASP SEAL fAV13t R.ASWO TFER ALL AIWAW COVM COVER _ Fl.AF&iIN6 ON TAFIEFMD c.. 9EE PLAN m mmN PRE FAD ROOF TFX SS SM STR.1fT. 3ro• TYPE x 6YP. ED. T89cti1RE s✓6" TYPE x PA Mr "YP. 80, TE cnm d PAW 2X6 HOW FRAPW YNtL i• DiA. 1-Tx PMfi LADDQt MASS AT 2 V2• x 3/D' EEHr YMTH X I LAb EOI.TS. SeAm cl." COPPM PAN SEAM YliD EON7M6 AOF#SIVE AU PLaPDSE SEALANT PLATE . ROOFiN6 ( tf^_ „ ,j�,,,,- RP* AS P TEtd9t M.HMS JJJj ' \^ 1^�� " /°` DRAM TAPE DLSt1LATWN ' � ` PLATE � •� .......� HOW TMI NOM PAH TO Be f9>W TO DECK AT DRAM. AND IMVE HO %~ MOM 'MI5 DErAI 'TYPICAL • xL ROOF DRAMS PETAL 2 SCALD I V2' • V- O' A7.31 54"5f2 -PLY ROOPMS " r— STAB STM!L CLAM 3' MK UOLf"ORtffi MB ERAJE M whvlaC.AL i WT TREAnp "OM 5LPEPER YY*Lp V ///2: APHESIYE m - y TAPORM INSILATWH 'iSS-== i SYSTW = I / YOeM TIO TYPE SEPARATOR (_________ ______� TAPERED M5lLATION {— .... Rd.T'T -'T T48'<.J T82 Y40tiD ELOGIGN6 .; YtOOD TRL65 ANCHORED YNTH 59: S'iRUCTNtAL FOLMERSMC FA5TE4B2 PETAL •-� MErx FLA6N11NS GAP = ra sc.. I vr 1 r, t VT A3.11 ROOF ME AL PLA6HR* METAL LADDER ARCAM'tWURN. A6PHALT 5HO46LE KE t KkTPR &M! &FATHIN6 SEE Vr=7 [IL LAVVM%eWP 4MTDH rJ" SCALP, V2• • 11dM 43.11 SiNSLY -PLY ROOFlNS KATERIAL TAPOW RMLATION SY51W L IL SC.. • .NZ 1l2V2. r� • 1'-0' MErx FtAaF i6 4RGNTEGTURAJ_ A.,PKAA.T SFMHSW ICE t K."rm SHE L?ET SCALE, V27 ' - ( V'- -O' � Alit StEATfNN6 9EE / NOM raw sm STTRU. T. SMSLY -PLY ROOFMS MATSILid_ TAFERP,D R ULATWN MOM Ti4ss SEE STRUCTGl"L • Fkl-& WS TflIM w fl"Oh" HASH YZ}OE POSSUM -E AM MIST EE AEOVE ROOF FLOW LPVIg. ' W ATWN Ado PMS.D M! ER KW EE CUT T16ArtLY AROlM THE PIPE EASE DET,41L kF ,,r""�"`• -.._ SM6i.Y -PLY ROOFMS tiAT84tlAL� •-� MErx FLA6N11NS GAP t Y1'!Rt NKAM'2CTtAN. ASPNxT °JlNGL6 ICE d YLATIIt SFXEtD &1°AT1Nk5 SEE STPLIC7LRAL SMSLY -MY R44DFlN6 MATMAL MA-ATM TAPMQW ft4SAAT$OM Y'1OGD TRIP -g 5EE SYSTI" STTNOT. I SHEATNMS MM STRUOT YIOOD TR!T3S STAUGT. $WAY"#* SEE STIWIT 1?ETAiL�t" 9CAd..E. V2' • 14Y Ai.il k "ARLAND AR -2561 4"! <13 E MKVJ DEM wm DESM 75 S..th sm Wee1 .q., UT (k3S? ? -kS4k 73 TMMU 9AFSUS'S STRMTURAL OfORET.RS f 233 Harm 1250 'west M .11 , &M4 {80;) 298 -8195 EMGNEEREO SYSTEM$ As= 3t5 ?Y�t r:_tw P—te WMa &}204 1208) 233 -Q54t Fa (90'-) 233 -0529 L1ECTfiCAI ElQIlU8N8 PA`TIE EMORE "o Y1C. 1823 E Cater 51. PowteiH.. Idrho $3261 {) 232 -M39 F. (208) 232 -1435 a � Q � w z K 1] II ,� REY1510N: DRAW BY im Na "m 424 CHECKED BY, DATE: PLOT DATE:. 10 -26-12 DRAWING NO. i1E 42+- 4Lt -R6' Fl1'< A1.II OF 2�? PETAL rMCAA SCAZ 11/2' - V - 0' AJV-4Mr,VJtAL Aa-wLT Swous 2.6 Sm gmarT 2,6 2.4 AT -M. . ...... . .. ACIMW SOMT PM Mi%w MrAa: 2 w amo SM MML AeA9.2 2'EJPA - TOTAL KA" PLA6TOWNIA6TAIN FRASH SYSTEM OR APPfWYW 5SVAL Sty' SIIMT� *T, MOOP SHEATHIM9 SM 571OXT, nNnR WHOLES \ \l�4 5SH�W-v MASHMS W Dw Mse 21 c4mr%um CLIP `V, 2M M-AISHIF* w A swpep P.M 2 PIS FETAL FA6rAA GoNroaan alr PETAL rMCAA SCAZ 11/2' - V - 0' AJV-4Mr,VJtAL Aa-wLT Swous 2.6 Sm gmarT 2,6 2.4 AT -M. . ...... . .. ACIMW SOMT PM Mi%w MrAa: 2 w amo SM MML AeA9.2 2'EJPA - TOTAL KA" PLA6TOWNIA6TAIN FRASH SYSTEM OR APPfWYW 5SVAL Sty' SIIMT� *T, Sm STfar'T r,O 4 KMM 2'IUPS. - TOTAL K-43. 5SH�W-v PLASTOWMASTAM MW OVIItl16lt9 SHWMAM I- Typrlo-WL SYSTIM OR APPRVVM 524AL- M-ASK** w M-AISHIF* w P pw froe-_ of SfNsL,r-f2LY Roorms GoNroaan alr H� = g. U AM OVER I p"'f S 2,6 JMT P,M2KM som" M or" 2X6 Fm - m"AL rAdc4A FCfALP1 A ammaDew IN NJPA C.4" %-A.M TO 2.X6 KNL 5wkn*40 sm slfw-T MOVE 1r A MIN ORA-FPRC'YW2V PLAMM"LASTAM F*494 PETAL MW-4A 4S RAIM SYSTOM OR APPPVYW MOL \,A612 PETAIL TOYQ PA9GIA SCALE. I U:r • P - 0- \tIJ2 2�Hfi AT SiMT X MCFAWM AR-2561 PETAL r-B"\ 5cAii.E. 1 V2• - V - cr \tI2 THM Aomw w4xr SWAINM !HE WwUrm KN.L SWATHMS SM wx 4 mrm s4mw 2'IUPS. - TOTAL K-43. CaLji& - sm PLASTOWMASTAM MW FMPLECM U& FLAN SYSTIM OR APPRVVM 524AL- aw rfm w 61yr ap M-AISHIF* w of SfNsL,r-f2LY Roorms R-21 VATr MOLLAIWN H� = g. U AM OVER I p"'f PETAL r-B"\ 5cAii.E. 1 V2• - V - cr \tI2 THM Aomw w4xr SWAINM !HE WwUrm AfVAfnrlVRAL ASPHALr SHMOLM wx 4 mrm s4mw rMISN signiq OR Appmaw MOOL 2 MFATW* SEE S7VUCT. M-AISHIF* w VOM MWtV W"-, I*cwfww C40NMOM U 12 P*OSHW hl AL rme -x &rp, M, FCfALP1 A 2X6 STW MN.L C.4" KNL 5wkn*40 sm slfw-T rip--. -TOTAL Yiy.i. O"VON& Ad FMMV. 6TOMsYLASTAIM FRftH MIN ORA-FPRC'YW2V PETAL MW-4A 4S RAIM 9C.42% I LrV - V- 0- \,A612 DETAIL Pmy m,,Lr—c'\ SCALE, I VT • 1, - cr �& VETAIL rr"\ sc,kz 1 V2* - 11- 0. lU w rrm w &YP W. WM EATr 11151.LATk* 77 SNRi FOR SLOPE TO OP.-M PETAL w4w TILT .Avem SCA4Z t V2' - V- 0' \�12 [STATE OF IDAHO F 75 Sth 6M WW L.W. Ur (435) M-*4 TWiM i3AWM STRUC"M& ENGNMB 233 Mot Im W ow 8..UML Ut,* 84014 (M) 2*-8795 315 W.0 C-t. fttat.k., W. 93264 (2W) 233-W F. (SM) 231-05" PMW 84OW-ERM 8/G t823 E Cf. St. P--O-V� Wd�. 83207 232 -4638 F. (W(220B)) 532-1-35 I z lu o L FEWSM ORAIAW st JM NO: dom 424 "110 V, DAM Nw. if PLOT DAM 10-26-12 DRAWING NO. fm #z+-W2 -f& • At.12 Al.1:2 OF :2"T p-- rMISN signiq OR Appmaw MOOL MFATW* SEE S7VUCT. VOM MWtV W"-, P*OSHW hl AL rme -x &rp, M, W vw apoe '7 O"VON& Ad FMMV. op" 1, PRE COaT Ww- oprim a. elm - TorAt- ?W.L PLASTOWMA6TAW at.oc4mo M fw-Qv. R-2t eATr PMVLATM 74' F9450 SYSMM OR APF%VYW 5SUAL -2X4 AT 24 0&- RATS® TIM PAVM SYSTE" TYPE w 19Tr fv. oom Jpwr 504OLIr-my ROOM* ft 31 eATT RSMAMN S M M ON M.YHOM CARWACrW TO MAR PONY 2"* oc. M-LL VETAIL rr"\ sc,kz 1 V2* - 11- 0. lU w rrm w &YP W. WM EATr 11151.LATk* 77 SNRi FOR SLOPE TO OP.-M PETAL w4w TILT .Avem SCA4Z t V2' - V- 0' \�12 [STATE OF IDAHO F 75 Sth 6M WW L.W. Ur (435) M-*4 TWiM i3AWM STRUC"M& ENGNMB 233 Mot Im W ow 8..UML Ut,* 84014 (M) 2*-8795 315 W.0 C-t. fttat.k., W. 93264 (2W) 233-W F. (SM) 231-05" PMW 84OW-ERM 8/G t823 E Cf. St. P--O-V� Wd�. 83207 232 -4638 F. (W(220B)) 532-1-35 I z lu o L FEWSM ORAIAW st JM NO: dom 424 "110 V, DAM Nw. if PLOT DAM 10-26-12 DRAWING NO. fm #z+-W2 -f& • At.12 Al.1:2 OF :2"T A. MdARLAND AR-2561 REST ELEVATION sc.Alz. VD' - 1, - 0* NORTH ELEVATION 5C,04x� Vb• - 1, - o' NORTH qALcoN*i, eNTRAwr: sc.Aiz Vw - r- 0, & WEU DESM 4,�5i 752 -4344 SMXnRk 04HU3MG ANKR WfUZ smog -Lqlk ENGh - "'t Nnr4h 1250 W— #2M vwh BC14 2"-V95 WECHAM& QW4MFOK ENawEKo SYSTEMS k"'wc, 375 'Most rn• 7323 G Cents st 2322 "-4418 2-.2-1-35 12TaQ• era DRAYM SY: 6OR JCB NO: 424 CHECKED BY' JZA DAM O I IW-4'0 x rra A. MdARLAND AR-2561 REST ELEVATION sc.Alz. VD' - 1, - 0* NORTH ELEVATION 5C,04x� Vb• - 1, - o' NORTH qALcoN*i, eNTRAwr: sc.Aiz Vw - r- 0, & WEU DESM 4,�5i 752 -4344 SMXnRk 04HU3MG ANKR WfUZ smog -Lqlk ENGh - "'t Nnr4h 1250 W— #2M vwh BC14 2"-V95 WECHAM& QW4MFOK ENawEKo SYSTEMS k"'wc, 375 'Most rn• 7323 G Cents st 2322 "-4418 2-.2-1-35 �I REMSICN: z DRAYM SY: 6OR JCB NO: 424 CHECKED BY' JZA DAM O lu x �I REMSICN: DRAYM SY: 6OR JCB NO: 424 CHECKED BY' JZA DAM ?LOT DATE: 10-26-12 DRAWING NO. FiL 42-Ai,-lz - IV A:2.1 OF 2-7 ttsACm -- - - - - - - - - - - - - - - - - - EAST ELEVATION 5c,.Az Im• • 1,- o' SOUTH ELEVATION W,NZ Vw - V - 0, U 12r- 4 X MCFARIAND AR-2561 I U ARCHITECTURAL ASPHALT 5+41WLE 2* E.I.F5. - TOTAL HALL PLA6TONE/PL45TAIN FINISH SYSTEM STATE OF EDAHO OR AFfV.CYW EMAL ti 2 1/2• SAND_ SEE A/A5.2 THIN STONE FINISH ON SCRATCH ttsACm -- - - - - - - - - - - - - - - - - - EAST ELEVATION 5c,.Az Im• • 1,- o' SOUTH ELEVATION W,NZ Vw - V - 0, U 12r- 4 X MCFARIAND AR-2561 I U ARCHITECTURAL ASPHALT 5+41WLE 2* E.I.F5. - TOTAL HALL PLA6TONE/PL45TAIN FINISH SYSTEM STATE OF EDAHO OR AFfV.CYW EMAL 2 1/2• SAND_ SEE A/A5.2 THIN STONE FINISH ON SCRATCH GOAT ON 11 &A. KFZ=- I e5H ON 57th:,CO WRAP ui I ADHERED THIN BRICK ON SCRATCH GOAT ON 17 6A_ WIRE MESH ON STtr,,:,O WRAP ICE 4 YAATM SHIELD ALL eLOFW ROOFS, rrP. l< PRE CAST BAND, SEE S/A32 FIRE CAST BASE. SEE OIA3.2 PRE CAST BASE. SEE 1:�/AS.2 PRE FINISHED METAL 51VINS i 10, PIPE FINISHED SANDIN6 SeAM METAL ROOF @ MCK VENEER. CONSIXTAK— FABRIC AMINS, LA& x5m IS METAL HANDRAIL. SEE RAIL UREL DEWN 5.0 -1 U 6w ow T DETAILS ON A5,4 t4-351 752-45" 4 STMXRJRX 2 TANNER BARFUSS STRLC PAL ENGNEERS 233 Nwt�, 1250 West PC! N—tft, utM 840;4 (8m) a—wss M 'K� Canter P—t.Canter , wd'. mo F- "w) 233-0529 RAYNE ENGNEER116 WC, 1423 C Curter st 8,W �208) 232-39 F. (209) 232-11.15 �l U) z x NJ REASON: �I DRAW BY: JOB NO, 6DR 4:24 CK00 BY, DATE, JRYi NOV. '11 PLOT DATE; 10-26-12 DRAWING NO. FUL *24 Qa-* • A22 A:2.:2 OF :27 DRAWING NO. FUL *24 Qa-* • A22 A:2.:2 OF :27 m mxv. 5LOFM 1/4' FTR raoT U7 On ROOF, TRW 12 ee FjZ 9 T STATE OF IDAHO tAn OF nIDAHO CONSULTAHM MM DaM AIR INFILTRATION BARRIER (rT*P. ALL EXTERIOR EEAM INSULATION BAFFLE 75 sw ww NALL$) 6 MILL UNDER SLAB VAPOR BARRIER 2i CEILING - SEE REFLEOTED CZLINS, PLANS w 10 4' FREE PRAININS, 6RAVEL TAMER Elmw 14 13 Ors str. ATE To t/4• EWRY CRICKET INSULAT'ION SYSTEM rna IN5ULAnoN THERMAL BREAK IST104N. SLAB AND Tj - 9d 57"AlT T- . l/Q 11- F( 63 [a 14 8 • ASPHALT EMULSION TO 4' BELOW FINISH 6RADE 17 -IT R-ab BAIT INSULATION MYP, AT CEILING) 5 (2 08) 73S-0501 @ 15 R-21 BAIT INSULATION (rYr. ALL EXTERIOR MALL iE 21 6 .7r- Pow Lwwow :w mev. ti m Tj - Sm STI;WT. 'IT - TOTAL HIA" PLA-5TONE/PLASTAIN FINISH 1323 L tinier A P—Wb. 40. 8,52M (2owl 232 4439 SECTION SYSTEM OR APPROVED EQUAL fax 428) 232-14M IS @ BRICK VENEER STEEL BEAM - SEE 571VUl-TVFM 13 ORNAMENTAL TRIM Q 15 METAL ROOF I* DEEP IRWE55M PANEL 1A I.T la 16 C2 SECTION 4) iff. 1001-0-0 Sm Sw4rT NOTES i 80ENT k 4cFMLqO AR-2561 I' 6YPr,� ON a/4' T 4 6 PLY1000C) ON FLOOR (D -I- - 11 i, \�, -11 ...jT . . 5� 'T. I8 ) 1:2 ROCA• 710065 9 4' COWPZTI! SLAB ON $RAPE STEEL CcLJ.R4N - SEE STR14TURAL, ATTIC VERnLATOR, SEE ROOF PLAN STATE OF IDAHO tAn OF nIDAHO CONSULTAHM MM DaM AIR INFILTRATION BARRIER (rT*P. ALL EXTERIOR INSULATION BAFFLE 75 sw ww NALL$) 6 MILL UNDER SLAB VAPOR BARRIER 2i CEILING - SEE REFLEOTED CZLINS, PLANS w 4' FREE PRAININS, 6RAVEL TAMER Elmw SINGLE PLY ROOFING t-AIEMERANE ON TAPERED Ors str. ATE To t/4• EWRY CRICKET INSULAT'ION SYSTEM IN5ULAnoN THERMAL BREAK IST104N. SLAB AND ASPHALT SHINGLES ON ICE AND WATER SHIELD -5M 1795 [a ROOF PLAN 8 • ASPHALT EMULSION TO 4' BELOW FINISH 6RADE 17 -IT R-ab BAIT INSULATION MYP, AT CEILING) TYPICAL ALL EXTERIOR 51DE FOUNDATION WALLS (2 08) 73S-0501 @ rtm To awoIrrom C-10IRP or R-21 BAIT INSULATION (rYr. ALL EXTERIOR MALL l5 21 6 .7r- Pow Lwwow :w m !Lootfll =mltllyVLATIcN - FILL JOIST CAVITY - TOTAL HIA" PLA-5TONE/PLASTAIN FINISH 1323 L tinier A P—Wb. 40. 8,52M (2owl 232 4439 SECTION SYSTEM OR APPROVED EQUAL fax 428) 232-14M IS @ BRICK VENEER STEEL BEAM - SEE 571VUl-TVFM 13 ORNAMENTAL TRIM Q ...jT . . 5� 'T. V2* SHEATHINS CONSULTAHM MM DaM INSULATION BAFFLE 75 sw ww 6 MILL UNDER SLAB VAPOR BARRIER 2i 752-4544 sTmxTmk mwwrm 4' FREE PRAININS, 6RAVEL TAMER Elmw IN5ULAnoN THERMAL BREAK IST104N. SLAB AND 2 1795 [a CATION WALL 8 Dop" ASPHALT EMULSION TO 4' BELOW FINISH 6RADE 17 LN9WERLD SYM aswe. TYPICAL ALL EXTERIOR 51DE FOUNDATION WALLS (2 08) 73S-0501 rtm To awoIrrom C-10IRP or Pow Lwwow :w !Lootfll =mltllyVLATIcN - FILL JOIST CAVITY 1323 L tinier A P—Wb. 40. 8,52M (2owl 232 4439 SECTION fax 428) 232-14M STEEL BEAM - SEE 571VUl-TVFM sc,&E, Va.. V - 0• METAL ROOF I* DEEP IRWE55M PANEL 1A SECTION SCALZ 116' - V- 0' 7p iomT 571,MT $M IWV -1111. I z :S ul L_J DRAYN BY: im NO! 66DR 4:24 CHECKED BY: DATE: dtYY Nov- if PLOT DATE: 10 -26 -12 DRAWING NO. A5.1 OF :2-7 -1 W-4 ln� QPnm 2. TLWAV CAVr STOW cf-Mak 11 PRE CAST A&r lrj& - Tar,.,L HALL ,TOw,VLAsTNNi Fw-*4 QFMM 2 TtMM CAST STONE SY511!H OR APPROVeP 5SVIAL MA-P-11 -TOTAL �,� PLA5TOWMLASTAM Ffmf*4 SYSTEH OR AFPRoYM Ea&-,L PETAIL /-AN DETAIL SC-ALZ I' 1' 0- SCAM 1* - 1'- 0' eoPnr ICE 4 HATER %a YV ,-', 9 -7-2- EU-.5. - TarAL WILL PLAISTOW", PLASTAM FWM SYST04 OR APPROVM ea AL ,np.,&L AaF%ALT W� .5 SE ICE 4 HATER SHMID FEE: W4' CHA+FER 12 F SCALE, 1• - i- 0' -Sm REFLECTED '—PLAN SEE CWA5�2 4' C4W,. SLAJS� R-3& GATT INELLATWH PLASTAIN MNtSH SYST!" OR ZE 4 WITER SHMD Y' Fumv N%L Sm SOUP aur� ST$W-TtJRAL roar%& Sm AT 64.5. SjRXTLjftAIL WALL SECTION � —AA92T ELM& SEE vxpuGTw CMiNs PLAN WALL SECTION sc.-lz L V - P - 0. "--NLH- SlOF"T < MLPS. - PJAU PLAISTOW —R-21 BAIT NS)LAr4K PLASTAIN FHSH SYSTEM OR TYPE W &M. 50, AFFRVNED MaGKk-NL SMATKH9 SC' SMATHM& SEE STM,-- ar-lo, Pra AWHtT&,nWAL Aap,�ILT P40M JOMT SHOWAZ ROOFINS sm STRIIGTLRAL ICE 4 HATER SM.-LD MC'K VB4EER I- AM SPIAWCZ VAPOR GAS REFLrCTM L12' CMUNS PLAN SM STIRIZT. 2X6 HOM PRA#4w OKA" ALLHUH 2' FJP�S, - TOTAL 'MMM -at PLASTOW PLAISTA04 112- 111AT11111 Sys-mm OR APPROYM SEE STWw"T 2X6 A400MO 114!-4- NOW STRZTURAIL SEE STRZIMPA7 aRXK YMeER 2X& Poop FRAJ-W HALL WLDM canw STEM ... . ..... . AtAkow SOFFIT WAVER SEE STMJOT. ln� QPnm 2. TLWAV CAVr STOW cf-Mak 11 PRE CAST A&r lrj& - Tar,.,L HALL ,TOw,VLAsTNNi Fw-*4 QFMM 2 TtMM CAST STONE SY511!H OR APPROVeP 5SVIAL MA-P-11 -TOTAL �,� PLA5TOWMLASTAM Ffmf*4 SYSTEH OR AFPRoYM Ea&-,L PETAIL /-AN DETAIL SC-ALZ I' 1' 0- SCAM 1* - 1'- 0' eoPnr ICE 4 HATER %a YV ,-', 9 -7-2- EU-.5. - TarAL WILL PLAISTOW", PLASTAM FWM SYST04 OR APPROVM ea AL ,np.,&L AaF%ALT W� .5 SE ICE 4 HATER SHMID FEE: W4' CHA+FER PETAIL F SCALE, 1• - i- 0' -Sm REFLECTED '—PLAN SEE CWA5�2 4' C4W,. SLAJS� WAS PLAISTOW PLASTAIN MNtSH SYST!" OR APPROVM 524-L Y' Fumv N%L Sm ST$W-TtJRAL roar%& Sm 114' SjRXTLjftAIL WALL SECTION � —AA92T WALL SECTION sc.-lz L V - P - 0. SCALF, 1/4' - 1'- 0• ln� QPnm 2. TLWAV CAVr STOW cf-Mak 11 PRE CAST A&r lrj& - Tar,.,L HALL ,TOw,VLAsTNNi Fw-*4 QFMM 2 TtMM CAST STONE SY511!H OR APPROVeP 5SVIAL MA-P-11 -TOTAL �,� PLA5TOWMLASTAM Ffmf*4 SYSTEH OR AFPRoYM Ea&-,L PETAIL /-AN DETAIL SC-ALZ I' 1' 0- SCAM 1* - 1'- 0' eoPnr ICE 4 HATER %a YV ,-', 9 -7-2- EU-.5. - TarAL WILL PLAISTOW", PLASTAM FWM SYST04 OR APPROVM ea AL ,np.,&L AaF%ALT W� .5 SE ICE 4 HATER SHMID 12 rJj 4 W4' CHA+FER PETAIL SCALE, 1• - i- 0' -Sm REFLECTED '—PLAN 12 F, 2' eJP-I, - TOTAL WAS PLAISTOW PLASTAIN MNtSH SYST!" OR APPROVM 524-L Y' ALIAIRLM SOMT--' AdR SPATE _i PRE C.-ST GAIL CWA3.2 2>0 NO FRAotv MAL MA-ATM L HALL SECTION s HALL SECTION 4 sr.-Lal VW - P- 0' A93 SC,,,LZ V4• cr QPt'IOM i. PRE QA:'rT DETAIL I I WALL SECTION SCA,LZ V4' - 1' - 0- NAT [STATE OF IDAHO 75 South 800 ww TANNER 8ARFJW SIRKnRAL &#G*RXR5 ZM N th 1250 *,I fM S—Z L,* M. (80) 296-81a5 IECNANICAL Q710 EfrGBffEREO 'YsTw AS= 315 ww ,—t-k 8320 faz �208) 233-05M (M) 233,1529 PA NE NC. Fm Ct. SL .t. 'Mh- 432M i2oa, 232-4" F. 2m) 232-14m I < vi A DRAWN BY: JOB NO: oorg 424 cwoa By. DATE, —RJA{ Nov. III PLOT DATE- 10-26-12 DRAWING NO. -24-41"s - Al2 AS.:2 Mtff CAST � necw CAST 5TCW W4' CHA+FER PETAIL SCALE, 1• - i- 0' WALL SECTION SCA,LZ V4' - 1' - 0- NAT [STATE OF IDAHO 75 South 800 ww TANNER 8ARFJW SIRKnRAL &#G*RXR5 ZM N th 1250 *,I fM S—Z L,* M. (80) 296-81a5 IECNANICAL Q710 EfrGBffEREO 'YsTw AS= 315 ww ,—t-k 8320 faz �208) 233-05M (M) 233,1529 PA NE NC. Fm Ct. SL .t. 'Mh- 432M i2oa, 232-4" F. 2m) 232-14m I < vi A DRAWN BY: JOB NO: oorg 424 cwoa By. DATE, —RJA{ Nov. III PLOT DATE- 10-26-12 DRAWING NO. -24-41"s - Al2 AS.:2 14"' jb a-43 W-4- ,/-�-N A W-Oft f/4• PM pooT r--:zam - I,-a ub CAD 08 CC SECTION sc.Nx, vw - V - cr \Zy BEY CEI � B.Ir%S. - TOTAL WALL PLASTONE/PLASTAIN FINISH SYSTEM OR APPROVED ff0JAL BRICK VENEER PRE CAST V2* SHEATHIN6 5/6* TYPE 1XI Slypo W. INSULATION 5APPEL b MILL UNDER SLAB VAPOR HARRIER 4* PIPME VIRAININ& GRAVEL 2' PLISID FOUWATION INSA.A*nON YV V RJ6117 INStXATION THEIRMAL BREAK STIAK SLAB AND FOUNDATION WALL ASPHALT EMJLSION. TO 4' BELOW FINISH 6RAM INSULATION NET ft.-JA NIP IMA.0 O.A."Eft al"w"04 ACHEI! E THIN BRICK y%%EtlK I* RECZ55 IN E.i P 5. IN APjCHW PANELS ROOF ACCZ95 HATCH AND LADDER. SEE PLANS FOR LOCATION AND LAYOUT. SEE DETAIL. 5/,&J.11 A. MCFAR.W AR-2561 I I STATE IF 11AH1 3TAlOM6R JOIST. 31e sw.NTo** _^ -V CONGf�ETE SLAIS ON GRAVE Lu I STEEL COLUMN - SEE STWilk--TURAL ti 2x45 Y400D STUD PRAMINO L 2x6 AO= SlW FRAM$16 r 2116111. a 12 X 12 SUSPENOW ACOUSTICAL CZILIN& SYSTEM SINS LE PLY ROOF1146 MID-ORANE ON TAPOqw INSULA110K SYSTEM COWLTANM Ad fAg!av ASPHALT SHINGLES ON ICE AM k*4ATMX 5HIELV ti 1 2* "S. - TOfN. KALL (Tyr) (','5) 752-45" FLAST120rLASTAIN Mm "Tw CR AFFROYW 52JAL STRUCPJP& Ulf;itFIIt4i6— TANNER RAWSS R-36 SATE INSULATION SMMRAL BIGNM 233 Nth 1250 W—t W @ R-21 IDATT INSULATION CEI � B.Ir%S. - TOTAL WALL PLASTONE/PLASTAIN FINISH SYSTEM OR APPROVED ff0JAL BRICK VENEER PRE CAST V2* SHEATHIN6 5/6* TYPE 1XI Slypo W. INSULATION 5APPEL b MILL UNDER SLAB VAPOR HARRIER 4* PIPME VIRAININ& GRAVEL 2' PLISID FOUWATION INSA.A*nON YV V RJ6117 INStXATION THEIRMAL BREAK STIAK SLAB AND FOUNDATION WALL ASPHALT EMJLSION. TO 4' BELOW FINISH 6RAM INSULATION NET ft.-JA NIP IMA.0 O.A."Eft al"w"04 ACHEI! E THIN BRICK y%%EtlK I* RECZ55 IN E.i P 5. IN APjCHW PANELS ROOF ACCZ95 HATCH AND LADDER. SEE PLANS FOR LOCATION AND LAYOUT. SEE DETAIL. 5/,&J.11 A. MCFAR.W AR-2561 I I STATE IF 11AH1 z REA": DRAYN BY. JOB ma 06PIR 424 Of0a Ilf DATE -"A NOVJI PLOT DAIL' 10-26-12 DRAWING A5.5 OF :217 Lu COWLTANM 75 Sth 560 wt m U LogT (','5) 752-45" STRUCPJP& Ulf;itFIIt4i6— TANNER RAWSS SMMRAL BIGNM 233 Nth 1250 W—t W 3—bld, Utffi 8014 am) 2*-8795 LNGMEM SnTEMS AMM 315 WW C"tV PomAA, Woho 83204 (20) zu-m F. (831) 233-OWO agl"r,� PAIWE w- Ian L C.1f. st P..fala 110. 81201 (2m) 232-" Foe (268) =-!433 z REA": DRAYN BY. JOB ma 06PIR 424 Of0a Ilf DATE -"A NOVJI PLOT DAIL' 10-26-12 DRAWING A5.5 OF :217 r C,C*r_ H& 47.~4' m : 1 x 2• x 114• x RE/ V LEMTH ovm 5TH ANatz AMD TO PLATE DEL) - Me D TOO LEAN ! Pri-ow TO it15m V STRRIISiH2 STR AV l PA F . PA GE t2 F GYP nri STAIR 9TRRiFiD7. _ TLEE STS S.@ STPLGT. TREAD, � h IJ'J\jj _ 2"xIZ' [Aga PAN 1' MQ.D TO STR1N5B2 a / �� -• -W' Eetf PLATE RISSM EA. EM TO STWNl32 S / ERAIAzf STS EEAM I' x I• x am, SEE STRIIGT MELD AT I.:. STRM6B2 t PETAL SCN E. 1 0' A94 n STEEL STATE OF IDAHO 1 ! Pri-ow TO it15m i l PA F . PA GE t2 F GYP nri , r x 21 ScaIO.RE TUBE STEEL _ TLEE STS ' � h WELD® TO L47TaIDE STS. 5Tffi. P7'PtJMt7 �'R"'� RAGE OF k �`. I Z' X 2' 59114M A r.� STEEL M6.DBJ TO RISER i in' 1 OD. SMC'URAL ENGNMIS `'�• allf:XDE STEEi TCA RAIL SR PAGE OF TIME STEM RAGE OF n t!� �E I; la-i• ail Dos ce STEEL tY i 11j' y,. f,. LF -: STAIR tab I `�' OI751DE STEEL • PAGE OP PACE of &m. ED. GYP. M. LEVEL I - STAIR SCALE, 1/4• . P- O• NOR'il4 STEEL STATE OF IDAHO 1 ! Pri-ow TO it15m i I/V V) -a , r x 21 ScaIO.RE TUBE STEEL 5 TLEE STS ' TOP RAL C� WELD® TO L47TaIDE STS. 5Tffi. P7'PtJMt7 �'R"'� RAGE OF k �`. I Z' X 2' 59114M A r.� STEEL M6.DBJ TO RISER i in' 1 OD. SMC'URAL ENGNMIS `'�• allf:XDE STEEi TCA RAIL SR PAGE OF TIME STEM RAGE OF "�•i ID Eax (891} 2233 -0529 I In• A OD. i'M r Cent. St. P..tOo, W." 83201 R-00 RAB. HA sax (208) 232 -1435 . 6 l 7 � F I In t!� �E I; la-i• ail Dos ce STEEL tY i 11j' y,. f,. LF -: STAIR tab I `�' OI751DE STEEL • PAGE OP PACE of &m. ED. GYP. M. LEVEL I - STAIR SCALE, 1/4• . P- O• NOR'il4 C xM Ei *mm ' 5'-O• a1 ..... . ...... . ._..__...._. -7y7 UP . STEEL STATE OF IDAHO STAR ! Pri-ow TO it15m i I/V V) -a , r x 21 ScaIO.RE TUBE STEEL TLEE STS TOP RAL C� WELD® TO L47TaIDE STS. 5Tffi. P7'PtJMt7 �'R"'� RAGE OF �* �`. I Z' X 2' 59114M A r.� STEEL M6.DBJ TO RISER i in' 1 OD. SMC'URAL ENGNMIS `'�• allf:XDE STEEi TCA RAIL SR PAGE OF TIME STEM RAGE OF "�•i GYP. Ed. Eax (891} 2233 -0529 I In• A OD. i'M r Cent. St. P..tOo, W." 83201 R-00 RAB. HA sax (208) 232 -1435 . Q 7 � F I In I ?.... Q 2. 5ciUARE a' SCa/ARE 4� ` .._... _....... TUBE 5TlS RI5ER MPLDED 7tEE STEEL RUSER WH,DPD 7 i I TO SM,.9 TO STPAism ! p REMSON: DRAW BY: JOB NQ 66DR 424 2•X 2'°..OARE DATE JRW NOV. 'ii PLOT DATE: W -28 -12 — DRAWING NO. RE: 424 AA4-STAP. • A 4 A .3.4 27 OF 2'x2. PM JA TIEE STEM BOTTOM RA IL 5MypD TRINf�Z Tr TYPIC.4. _.._.._.._. ... STAPR SEE STRRk+ER STTa1GT. 21xI2D, i 2'x12' PAN STAIR STRIN962 � o S MEiD TO 5TRINSHi TYPIfAJ_ 5� STRUGT. • ALL Ma5.O5 TO BE 6RO.W 5M007H ALL 51'M RMLINS ELEVATION � SECTION A Be TW C4lPOH3Jt9 Slaw_ EE A55ef4%JM 50 AS A 4• ♦ CYL[NCM CANIOT PASS 1NPDU&H 60P DETAIL_ C xM Ei *mm ' 5'-O• a1 ..... . ...... . ._..__...._. -7y7 UP . DN STATE OF IDAHO STAR i V) -a (ll a C� F• L47TaIDE STS. PALL• or RAGE OF �_..... GYP. BD. GYP. BD. . LEVEL 2 - STAIR _ SCALE, 1/4' • V- O' NORTH WOOD POST OAP. PIWSH TO MATG41 n oAC veasR !k �n L3 Q ry p b 5I PLYHOW fr....._...��. __ 2X4 PRAd'8Nb 114' STE.9. PLATE MsS.D rYrAL Q BASE n STAR I -o' ' STRINSl.R. PAM :r' r I 1 3/4. OAK V84ER TO IIATGH STAR _� Ak _._. PLYWOOD STRIte68;I5 3.: g• ;.y..: PETAL SCALE, 3I4• . V- a A9.4 r "E 1 m i C LEVEL 3 - STAIR v SGALS IJ4• . 1' - O' NGRTf4 a 0 NOTES ( ARCHITECTURAL ASPHALT SHINSLE ON ICE AND WATER SHEILD 4' CONCRETE SLAB ON 6RADE �3 STEEL COLUMN - SEE STRUCTURAL �4 4' GONG, LANDIN& ON STEEL DECK - SEE STRUGT is O I" bYPGRETE ON 3/4' T / 6 PLYWOOD ON FLOOR a JOIST. V b CEILING - SEE REFLECTED CEILING PLAN O 2 x 4 FUR DOWN BELOW LANDING, W! 5/0" GYP. BD. GEILINCS TEXTURE AND PAINT O 2' X 2' SWARE TUBE STEEL. HAND RAIL - POWDER COATED R-S5 GATT INSULATION 10 R -21 BATT INSULATION i !I 2' E.I.F5. - TOTAL WALL PL.A5TONElPLAS IN FINt a 5Y5TEM OR APPROVED EQUAL z 12 INSULATION FABRIC PINNED TO BOTTOM C LORD OF g JOIST, n 13 R -W BLOWN IN INSULATION I4 1/2' SHEATHING - SEE STRUCTURE. �� y 15 518" TYPE 'X' GYP. BD. lb INSULATION SAFFEL x I? b MILL UNDER SLAB VAPOR BARRIER 18 4' FREE DRAINING GRAVEL BREN7 A Akf'ARL.AND AR -2561 STATE OF IDAHO i V) -a (ll a C� 40i d$ 9-4' �� 5`-4• STRUC1URAL flY TANNER BMNSS SMC'URAL ENGNMIS `'�• allf:XDE STEEi {901} 298 -8795 PAGE OF ENUMERED SYSTEM <_ AS.SOC, RAGE OF Noe" Waho 83204 GYP. Ed. Eax (891} 2233 -0529 GYP. W. i'M r Cent. St. C LEVEL 3 - STAIR v SGALS IJ4• . 1' - O' NGRTf4 a 0 NOTES ( ARCHITECTURAL ASPHALT SHINSLE ON ICE AND WATER SHEILD 4' CONCRETE SLAB ON 6RADE �3 STEEL COLUMN - SEE STRUCTURAL �4 4' GONG, LANDIN& ON STEEL DECK - SEE STRUGT is O I" bYPGRETE ON 3/4' T / 6 PLYWOOD ON FLOOR a JOIST. V b CEILING - SEE REFLECTED CEILING PLAN O 2 x 4 FUR DOWN BELOW LANDING, W! 5/0" GYP. BD. GEILINCS TEXTURE AND PAINT O 2' X 2' SWARE TUBE STEEL. HAND RAIL - POWDER COATED R-S5 GATT INSULATION 10 R -21 BATT INSULATION i !I 2' E.I.F5. - TOTAL WALL PL.A5TONElPLAS IN FINt a 5Y5TEM OR APPROVED EQUAL z 12 INSULATION FABRIC PINNED TO BOTTOM C LORD OF g JOIST, n 13 R -W BLOWN IN INSULATION I4 1/2' SHEATHING - SEE STRUCTURE. �� y 15 518" TYPE 'X' GYP. BD. lb INSULATION SAFFEL x I? b MILL UNDER SLAB VAPOR BARRIER 18 4' FREE DRAINING GRAVEL BREN7 A Akf'ARL.AND AR -2561 STATE OF IDAHO i V) -a (ll a a 40i d$ CCNSULTANTS: DESRI WLiEl! DESH%4 n 5.,m 6m. we.r Log.. UT (405) 752 -4544 STRUC1URAL flY TANNER BMNSS SMC'URAL ENGNMIS 33 Narth 1250 We., 120 3—W14 Utah 84014 {901} 298 -8795 IffLNANCAI QU.A$iPotlG ENUMERED SYSTEM <_ AS.SOC, 315 West Cent. Noe" Waho 83204 (208j 233 -0501 Eax (891} 2233 -0529 PAYNE EHpNEER.YG KC. i'M r Cent. St. P..tOo, W." 83201 (208) 232 -K39 sax (208) 232 -1435 Q Q 4� o Y o U lu REMSON: DRAW BY: JOB NQ 66DR 424 CFff00 BY. DATE JRW NOV. 'ii PLOT DATE: W -28 -12 — DRAWING NO. RE: 424 AA4-STAP. • A 4 A .3.4 27 OF %!�; 1401-5 %W f W- '0� ), W114'-4*0. W. lov-0*0 - f-Aze OF 6yp. M n4m, n� r 'f Y (1i LAYtS4$ 15 i I2 er- 01:-i STAIR 10 rrp. 4 iz 14 iz STAR MOCH at-row T 49 T IT �j T--5.W4' SpAmpeL 6L-1!& j131E "'STAim le'EST E T'j, W40' STAIR SECTION sc.Nz Ve • 1, - 0, A A VEST ra-i OVrS"M STIEEL r. Ofmot STMM- " E� 1. FACE OF W-V V-e FACE OF FAZE OF V-4, &YR 80. 6,V1 6yp. W. 15YR W. STAIR STAR ON Lp mflm srea INSIDE s,>33 ri - p p r LEVEL .2 STAIR 5CI14-R. V41 - 11 - o* ill STAIR F--'71 FAZE OF &YFI So, z uj�E MM DESIGN mmn OE" 75 sth 6W OW L.9m UT (435) 752-1544 STRUCTURAL TANNER BAKUSS STRUCTURAL ENOINEM 2 233 N.1th 1250 Wt im 8—tU. 12t.1 W14 SYSTEMS k-SX- ZwX W�h. 53204 233-w PAYNE ENGKERM INC- !W E. C-i. SL P—tk% 2... 832m (M) M-44M LEVEL 5 - STAIR SCIAAJ5 V-e - 11 - Ir NOTES OK ARCHITECTURAL ASPHALT SHINGLE ON ICE AND HATER SHEILD 4' CONCRETE SLAB ON VrACE STEEL COLUMN - SEE STRLGTVRAL 4' CONC. LANDING ON STEEL VZCX - SEE STK4T lu I" 6YFY- E, E ON 3/4* T 9 & PLYWOOD ON FLOOR 9-: JOIST. 25 4* :z CEILING - SEE RMmLWTEV CEILINS PLAN 2 x 4 MR VOM BELOW LANVtN&, NV 5/0* GYP. F BO. CEILING TEXTURE AND PANT 2* X 2" SQUARE THE STEEL HAW RAIL - POHPM lu COATED K-30 BATT INSULATION @ K-21 5ATT INSULATION it 2* E.IFS, - TOTAL HALL FLA-STONE-IILAS NFINI SYSTEM OR APPROVED EQUAL @ INSULATION FABRIC PINNED TO BOTTOM CHORD OF IF JOIST, @ R-35 BLOM IN INSULATION 1/2' SHMATHIN6 - SEE STRUCTURE, IS 5/&* Tyre 1X` &YP, so, INSULAT10N MAPFEL t'w FEVMW, 6 HILL UNrMR SLAB VAPOR BARRIER Ub 4* FREE DRAININ& SRAVEL DRAYN BY: im NO, 6(5m :!L24 CHEOG 8Y, DATE' JPJN I _NQY ]I PLOT PATE: 10-26-12 DRAWING NO. FM 42 -A15-51AIR - Ali OF 21 CA)" LEVEL I STAIR 3C,#4Z V4' • V- 0' NORM INSIDE s,>33 ri - p p r LEVEL .2 STAIR 5CI14-R. V41 - 11 - o* ill STAIR F--'71 FAZE OF &YFI So, z uj�E MM DESIGN mmn OE" 75 sth 6W OW L.9m UT (435) 752-1544 STRUCTURAL TANNER BAKUSS STRUCTURAL ENOINEM 2 233 N.1th 1250 Wt im 8—tU. 12t.1 W14 SYSTEMS k-SX- ZwX W�h. 53204 233-w PAYNE ENGKERM INC- !W E. C-i. SL P—tk% 2... 832m (M) M-44M LEVEL 5 - STAIR SCIAAJ5 V-e - 11 - Ir NOTES OK ARCHITECTURAL ASPHALT SHINGLE ON ICE AND HATER SHEILD 4' CONCRETE SLAB ON VrACE STEEL COLUMN - SEE STRLGTVRAL 4' CONC. LANDING ON STEEL VZCX - SEE STK4T lu I" 6YFY- E, E ON 3/4* T 9 & PLYWOOD ON FLOOR 9-: JOIST. 25 4* :z CEILING - SEE RMmLWTEV CEILINS PLAN 2 x 4 MR VOM BELOW LANVtN&, NV 5/0* GYP. F BO. CEILING TEXTURE AND PANT 2* X 2" SQUARE THE STEEL HAW RAIL - POHPM lu COATED K-30 BATT INSULATION @ K-21 5ATT INSULATION it 2* E.IFS, - TOTAL HALL FLA-STONE-IILAS NFINI SYSTEM OR APPROVED EQUAL @ INSULATION FABRIC PINNED TO BOTTOM CHORD OF IF JOIST, @ R-35 BLOM IN INSULATION 1/2' SHMATHIN6 - SEE STRUCTURE, IS 5/&* Tyre 1X` &YP, so, INSULAT10N MAPFEL t'w FEVMW, 6 HILL UNrMR SLAB VAPOR BARRIER Ub 4* FREE DRAININ& SRAVEL DRAYN BY: im NO, 6(5m :!L24 CHEOG 8Y, DATE' JPJN I _NQY ]I PLOT PATE: 10-26-12 DRAWING NO. FM 42 -A15-51AIR - Ali OF 21 ELEVATION IY ELEVATION 105 Q_ ELEVATION foe, 3 ELEVATION 15"x`` 1_ ELEVATION I� 5 ELEVATION I SC,N.S 1/4'- P-0' A4.I %A.Z V4'- 1'-O' A4.. T 3CJ1E. V4' • 1-'-o' A4.1 SCAB V4' - 0 -0• �A4.7J� 'SCALE; V4' - V-05 t 5C.AL15 V4' . 1'-0' A4.! 2 2 10 - `r _ -.. -, � ... Tom....• �- ML. - � •r1-• z"`_ 4 .._. 6 4 6 8 6 ELEVATION Oq � ELEVATION 1}NO10 " sc.ALE. V4' - 11-01 A4.1 SCALES V4' - I'- . A4.1 ELEVATION I5 ELEVATION ib SCALP, V4' - ro' A4.1 SCALE' V4' - V -0• A4.1 ELEVATION 23 SCALE. 1/4' - P-o' Ai.! Ia —E ! 4 ELEVATION 24 SCALE. V4,. V -V A4.! Y ELEVATION 1-r io ELEVATION 4o " ELEVATION 15" 0 1 " I2 SCALES 1/4' - I' -0' A4.1 SCALP, V4'- r -0' A4.1 SCALES V4' - 110' A4.E ELEVATION i-r ELEVATION t8 SCALEI V4' . r-0' A4.1 I SCALE. V4' - 1'-0' A4,1 U6 ELEVATION to -r SCALE, V4' - 15-05 A4.1 ELEVATION i5 ELEVATION i4 SCALE, V4' - 1'-O' A4_i 5CALfi V4' - r-0' A4J ELEVATION q SCN..E. 1/4' - I'-0' A4.1 ELEVATION 20 ELEVATION 2i SCAM V4'- 0-0' KE7 SCAES V4' . E'-0' A4,1 mmih ssa1�� ELEVATION 22 SCALE. 1/4' - i' -0' A4.1 ELEVATION /2--5N ELEVATION 26 SC.-A-15. VW - 1'-O' 5 SCALES V4 - 1'-0" = ELEVATION °CALF, V4' - 110' A4.# ELEVATION 28 SCALE V4' - !'-O' A4.1 � 1 �.- i I I 11 FOR r''t.A'(+iGY1SE AREA DETAILS SEE ! 2 ! I { 12/A48 Y 131A4B_ II E ` !' E i ELEVATION MIAITIN6 140 SUJ..E. 1/4' - !'-O' A4.1 ELEVATION AAIT.N6142 3( SCALE, 114' - r-o' t 6ENBRAL MOTES ELEVATION 3*0 2a SCALE. 114' - Ib' A4,1 1. 5EE 11613 FOR STANDARD M06R'1TINS WI&4T R:WIREF-IffNi5 FOR ACCESSORIES, 2, MOISTURE- RE445TIVE 6YP'a1M BOARD TO BE PLACED BENIND ALL PLO -61146 PIXTURES, -0 NOTES 11 31 X 61 HALL TILP 6YP. ice, TLXTtNRM t PAINTED O GRAB BARS G4 31 X 6" COVE CERAMIC TILE ( D Y100D BA9E/GRDYMt L TOILET PAPER DISPEN5m 0? TOILET PAi2Ti MON 0 SANITARY NAPKIN DISPOSAL 0 BABY CHAN61N6 STATION 10 3' X V SUI.LMOSE GAP II MIRROR WV STAINLESS BTEEL PRAMS 24'X 36' 12 MIRROR W/ STAINLESS STEEL FRAME 60" X 44' 33 MIRROR A/ STAINLESS STEEL FRAJ,,e 86' X 44' 14 MIRROR K STAINLIMS6 STEEL FRAME 99" X 44 5 Q A WOFARLAAND AR -2561 � � K Lu Q u n R t Q� a NSMTANM- :�kU OESR71 bey` JESCti 75 SI,' 800 W t Log., UT 1435,' 7-`.2 -1544 SfRttC AA1 f1VC,elEE w TWVER 9ARRVSS STMCTURAL ENDWEMS 231 NPri\ 3250 Wmt I= 5—tft' qty Wi. {9011 29E -8?35 E*4ONMRS SYSTEMS ASSOC 315 Wes, twl P —t.k.' Ica,. 83204 1208) 211 -0W F r {lve 213 -3'549 P9 "fE 'N� EEAMt6 NY'. gawtd =a :dWC 3-1281 (26092 051 2 4 22 -14`4 Fu {1 2;2 -1135 3 10 t DR8 424 11111111111: DATE .iP.H NOV. 'II P "O' DATE: to-26-12 ul 4 U6 ELEVATION to -r SCALE, V4' - 15-05 A4.1 ELEVATION i5 ELEVATION i4 SCALE, V4' - 1'-O' A4_i 5CALfi V4' - r-0' A4J ELEVATION q SCN..E. 1/4' - I'-0' A4.1 ELEVATION 20 ELEVATION 2i SCAM V4'- 0-0' KE7 SCAES V4' . E'-0' A4,1 mmih ssa1�� ELEVATION 22 SCALE. 1/4' - i' -0' A4.1 ELEVATION /2--5N ELEVATION 26 SC.-A-15. VW - 1'-O' 5 SCALES V4 - 1'-0" = ELEVATION °CALF, V4' - 110' A4.# ELEVATION 28 SCALE V4' - !'-O' A4.1 � 1 �.- i I I 11 FOR r''t.A'(+iGY1SE AREA DETAILS SEE ! 2 ! I { 12/A48 Y 131A4B_ II E ` !' E i ELEVATION MIAITIN6 140 SUJ..E. 1/4' - !'-O' A4.1 ELEVATION AAIT.N6142 3( SCALE, 114' - r-o' t 6ENBRAL MOTES ELEVATION 3*0 2a SCALE. 114' - Ib' A4,1 1. 5EE 11613 FOR STANDARD M06R'1TINS WI&4T R:WIREF-IffNi5 FOR ACCESSORIES, 2, MOISTURE- RE445TIVE 6YP'a1M BOARD TO BE PLACED BENIND ALL PLO -61146 PIXTURES, -0 NOTES 11 31 X 61 HALL TILP 6YP. ice, TLXTtNRM t PAINTED O GRAB BARS G4 31 X 6" COVE CERAMIC TILE ( D Y100D BA9E/GRDYMt L TOILET PAPER DISPEN5m 0? TOILET PAi2Ti MON 0 SANITARY NAPKIN DISPOSAL 0 BABY CHAN61N6 STATION 10 3' X V SUI.LMOSE GAP II MIRROR WV STAINLESS BTEEL PRAMS 24'X 36' 12 MIRROR W/ STAINLESS STEEL FRAME 60" X 44' 33 MIRROR A/ STAINLESS STEEL FRAJ,,e 86' X 44' 14 MIRROR K STAINLIMS6 STEEL FRAME 99" X 44 5 Q A WOFARLAAND AR -2561 � � K Lu Q u n R t Q� a NSMTANM- :�kU OESR71 bey` JESCti 75 SI,' 800 W t Log., UT 1435,' 7-`.2 -1544 SfRttC AA1 f1VC,elEE w TWVER 9ARRVSS STMCTURAL ENDWEMS 231 NPri\ 3250 Wmt I= 5—tft' qty Wi. {9011 29E -8?35 E*4ONMRS SYSTEMS ASSOC 315 Wes, twl P —t.k.' Ica,. 83204 1208) 211 -0W F r {lve 213 -3'549 P9 "fE 'N� EEAMt6 NY'. gawtd =a :dWC 3-1281 (26092 051 2 4 22 -14`4 Fu {1 2;2 -1135 DRAW BY: JDR ND: DR8 424 11111111111: DATE .iP.H NOV. 'II P "O' DATE: to-26-12 ul 4 lu c� of REMSON: DRAW BY: JDR ND: DR8 424 11111111111: DATE .iP.H NOV. 'II P "O' DATE: to-26-12 DRAWING N0. 1) '1'. ?14 lu II- r ju MELAKM ORA w 47M PACE L16+fnms lu V 24' 9046LE z J aorK- sm M-MVATION SPLM." 2--W Z-O' SECTION I ELEVATION PRocoxi-m miuyow SC.ALM 1/4' • 1*-0' TYPI ?14 crypi 2 Ir-- 5H&\' L-j J 6CLUTot 4 Q -J-4M H7lV crr) SC-ALE, V4• - 11-0' 161-. - T-0. ,wl.a• 6'-a` SECTION 1 ELEVATIONsracA8t1�T9 /31 SCALP 1/4• - V-0' \t2l rrypi = LDUL11 0- L111, ...,— mlcr-v� trrpj Eill ELEVATION Sc.. E, V4' • I*-0- lu II- r ju lu V 24' 9046LE z J sm M-MVATION 51-IM..B V4.. 11-0* V4 191E PP. km 2�' ELEVATION exAm H-LooRK SCALE, I/• - V-0' TYR crypi 2 Ir-- 5H&\' L-j J 6CLUTot 4 Q -J-4M H7lV crr) SC-ALE, V4• - 11-0' 161-. - T-0. ,wl.a• 6'-a` SECTION 1 ELEVATIONsracA8t1�T9 /31 SCALP 1/4• - V-0' \t2l rrypi = LDUL11 0- L111, ...,— mlcr-v� trrpj Eill ELEVATION Sc.. E, V4' • I*-0- A. —� ELEVATION SCAM V4' - :1111-6. *-• ELEVATION ll;i%_ SCALZ VW . \ty Ell IF:- L 4- ELEVATION w-CEtartoN 148 SCALE. V4• V-0' I .- M�� T-o" ELEVATI ON ccw. 252 SCALE• 114• - •-0' KAM C47pow (Tyr) A 2 V7 reP. mm) r PLAM CCtwm (M') 41 V-4- 0.4w ELEVATION tee SC,ILB V4* - r 1--6- 214' f MYN FIF- rryp) FkW 4 BACX- fvm Are (rfr�' ... ........ . ti mr,�, :[]F Lj SCAR 1/4' • V-0- T-W w FILM LJ 114• 9'-4. I,-q• 2,0* MLMVATIOM motto 14m SCALE, IW • V-0' 21,61 i f PLM 0DLknrzR OYPJ Z" 4. ADJST,l 7 rryp� Lj 4- 2-, 516, 510A ELEVATION /-i2-\ 'ELEVATION -p-,— SCAiZ, V4• - 1'-0' \ty . VW - I-Cl -N -A ctj. JV W*V PACE rTYPJ cckwnm sw"Mcw I ra-EVATI ON 56.4Z 1/4' - P-o' AVJST. (Typ3 7 PLAH COW 15Z M'YP�— 0. 9-0- 1,r V-,O- ELEVATION orr-ICE 214 SCALE 114' - 110* A4 niol w L O F- STRUMURAL MMEONG TANW 3AKUSS STWC,Lq,AL ENGNEM 233N.-tr,' im M t 1201 84014 I=) 29E -3795 MECH94C& MOMEDtING ENGR41RED SYSTW 4=, 315 OW i-. P-tog., 'O.h. 83204 (2ca) 23--ow F. (W,) 211-,,529 PAY* 64%4UTG 1W- 1923 f, unlx st, Poa c . 932M (248; 232-413; (20) 232-415 lu II- r ju lu V z J M-MVATION 51-IM..B V4.. 11-0* V4 A. —� ELEVATION SCAM V4' - :1111-6. *-• ELEVATION ll;i%_ SCALZ VW . \ty Ell IF:- L 4- ELEVATION w-CEtartoN 148 SCALE. V4• V-0' I .- M�� T-o" ELEVATI ON ccw. 252 SCALE• 114• - •-0' KAM C47pow (Tyr) A 2 V7 reP. mm) r PLAM CCtwm (M') 41 V-4- 0.4w ELEVATION tee SC,ILB V4* - r 1--6- 214' f MYN FIF- rryp) FkW 4 BACX- fvm Are (rfr�' ... ........ . ti mr,�, :[]F Lj SCAR 1/4' • V-0- T-W w FILM LJ 114• 9'-4. I,-q• 2,0* MLMVATIOM motto 14m SCALE, IW • V-0' 21,61 i f PLM 0DLknrzR OYPJ Z" 4. ADJST,l 7 rryp� Lj 4- 2-, 516, 510A ELEVATION /-i2-\ 'ELEVATION -p-,— SCAiZ, V4• - 1'-0' \ty . VW - I-Cl -N -A ctj. JV W*V PACE rTYPJ cckwnm sw"Mcw I ra-EVATI ON 56.4Z 1/4' - P-o' AVJST. (Typ3 7 PLAH COW 15Z M'YP�— 0. 9-0- 1,r V-,O- ELEVATION orr-ICE 214 SCALE 114' - 110* A4 niol w L O F- STRUMURAL MMEONG TANW 3AKUSS STWC,Lq,AL ENGNEM 233N.-tr,' im M t 1201 84014 I=) 29E -3795 MECH94C& MOMEDtING ENGR41RED SYSTW 4=, 315 OW i-. P-tog., 'O.h. 83204 (2ca) 23--ow F. (W,) 211-,,529 PAY* 64%4UTG 1W- 1923 f, unlx st, Poa c . 932M (248; 232-413; (20) 232-415 DRANK BY. im NO. vim 424 CHECM BY, DATE J" NOV. It PLOT DAM 10-26-12 DRAWING NO 11424 AA2 - "2 A4.2 nr 1717 lu II- r ju lu V z J WASON: DRANK BY. im NO. vim 424 CHECM BY, DATE J" NOV. It PLOT DAM 10-26-12 DRAWING NO 11424 AA2 - "2 A4.2 nr 1717 2 61-0* MYP) ftypi 71111 gi SIN PLW C-oUwMR mm_-mm VRAoleft 4 elwK- OMASH PLAM Ell SPLA45H SPLA6H 1 -.11 2*-3' T-ok CRAMRS W HUM FACE MM) ELEVATION UTILITY 224 ELEVATION wfte2ft t-2\ ELEVATION wRae 2a6 ELEVATION ScAtz 56o%4, 114* - P-0- SCAIX, V4'. F-0- 90,4z, 1/4'. 1,<r \t-li \ty ml-r SCR 66e — --------- / TO RAOM YW-L -"4m =`'lib 2• F=-t Mrj TO amm SAM j XIT I Z, ttt SRYM ! U, MJ L L fqum IZ th- PLW CDL*CMR PLM sw — — - C`3w SHE,LANffrYP) F WWMR 9 EDA CX�- SPLAdw A 2W V-r Z-5' P kiO.AMlE 212' ov HPM PALE IML.CYATI ON nRz#xw 265 r-LMYATI ON tF� SCAM V4* - V-• SC,4Z VW - V-0- \tyl ELEVATION PLAYFousm iim /-12N sc.%.n V*• - 11-0• \ty OP MLICYATION rt"m m—m X04 a WAX, ve - V-0• ELEVATION ON PLAYHoum rm / '15-\ W,Ad.F, V4* - 110' \tv ftAlliotee ---------------- 1• R 4M 4 TM. 2• ELEVATION R)Rse 2sq /5"\ SC.-Aj.-, V4'- V-0• R-M . \t49 eam "AY5 X-0• r-Lt'-/ATI ON nvmK noon 2&4 /I—ON SCALE, V4• - V-0. \,ty ELEVATION wec-oN r-14-N SC.AAr-, V4• - P-0• \ty pplopo✓ AREA FM aus*vss L060 pvtopoew M"AJ'VW LOCAMN AvjJ5TAvLZ Man LIE ELEVATION SCALE, L14* - 1101 \t! IF1171T -11 41-1:11 / -------------- / TYP ol-w =MVATION wot:bc 2" t—it"N sc.m.& V4• - 11-• \ty BRENT A. McFARLAND AR -2561 0 11 k % ml LLI Io- z MM DE" WAL''XSGN 755 Smth SW What Lagos. I<'T smucna�u o> TAMER BAMSS S IRUC OUR& 94GOAHS 23 Nom iM *4-t mul 3—tfu, Uth 34m4 ,,M) 298-8-9,5 ME04M*CAL DOMIMM u4w�Rw MTN' kssoc 315 ww Owl. is 93204 PAM ENCNEERM ' NC, IM E. Cnl. St, P.0,0a sdds 83201 a2--Qs F. 208l =-1435 lu fa RMOK, CIRAM BY. JDB PO. PRO 424 CHECYD BY: DAM J" NOV. 'It PLOT DATE- 10-26-12 DRAWING NO. flL 43-"3-C • 443 OF Ad1R4RU4 htTAL U-1 D TR) -STRZ DO M TRt STRZ DOOR SLAB DOOR STOW FRONT DOM YV 6LA86 ISM A62 ! SPIrS) (SEE A52 4 SPECS) (Sm A62 4 SPFG.4J A S G 2 DOOR T`Y'PES SCALE, V4' . I' - O' 52 AL r-a• 1.iL -r' : EOl7Ad. .._....._i. -o' ( I t � 611 1 I I: III; i it I. ! ALL#O R4 WTA. GLAD +ham "0129 STORE PROW chum FRNE A 8 TYP. PR ME PROP i LE SCALE. NITS. r --� o P' Ii ii METAL CLAD '4-L' MM ` 'ABLE 1 -L'TA. GLAD FRAME STORE FRONT srow FAT TQA_LtGt1 STORE FRONT nKTEPXR DOORS) I 2 3 4 FRAME TYPES SCALE. V4• . 1'- O' AIR IN$_TRATION eRICaC YH8.T2 ` 9APRm E X T E R I O R D O O R S C H E D U L E X CONiTN.KNS n Gi'W'FSt, iM$RP APPLtg / TYP PRELA6T J l7J'•4 REBM / � X .. .L"tM8 FXT@i510N ,5 j METAL C1J.II DOOR � 1 „- D 0 0 R F RA M E HTT14 F }�� S GLAZING TYPES SC.AJ.E. k- !!2'.i' -O• ."SIDE. TYPICAL. R THRESHOLD ( TY*m JAMS N IAA wm 4 +(` SCALP, f- in'.I' -O' A�S.I 5CAL8 Nn'•I' -O' A&.1 BtOGICtNG ewo• x GYP, ep. ,rte- -- / ML+t+.D woad Gls. - Tb'TAL "ALL y smucnxMAi ENCN�7G TmNER BARFUSS 6Yr.W. TF- XTi.Im AM (801) 298 -8745 PLADTOMENLJ5TAN RN51i LWCFffE4ED SmlfMB ASSOC. 315 Nost C-t. P-*i ' ;C Ro 93204 -V2' SrEA.THN6 PANT AiA.M. SYSTEM OR AF4ROVFD E»lisL. T" (268) 232 -4439 232 -1435 n• EHEATH816 -i� sros:g SIZE ?x8 5T1D kMA11.� M ) � � JNy)f,A.TE'O -T /X• TYPE 'x INSU.ATP.P 1. � �f / TTe>cn*m AO . 5FE'A .'1'i I .t j� M.t ..` GYP. Tv. TP1Ct11RP AJMD QW L. L, CL , PAINT i BARRIER v2• clVa�t, j 2i 0 Z d f i °~ o m q ir- I (u w w a yxy/� { W W REVGCN: DRAW BY: JOB Ntt a m J DECKED BY. CS JRYt < Z 4 Q W 2 Q Z '� K Q Z La �J J z uT a. 0 3 z '- � '.'- Q U- L - � iz x +_-� = REMARKS I ©IA O • 8 T -0' 8' -0° - 3!4• FACTORY - S € 1 ACT i/A5.1 21A5.1 9 /AS.I TO Be `AHU AS C� GL- - 102A 0 • S T -0" 8' -0' I- 314" � FACTORY - S 3 AGT 1/AS.I�M 2 /AS. 3lA5.1 - Ns To ee SAYE AX C� M 0 • S T -0' V -0' 1- 9/4' � FACTOfiY - S 9 FACTORY I /A5.1 2/A5.�,M 9 /A5.1 TO eE 9✓J C AS CLTAL2 - P C7 • S f' -0' 8' -0" 1-3/4, FACTORY i - S 3 7 /AS.i i 2/AS. 91AS.t - TO W 9A>`E As C M P PiA 0 • A f' -0' 8' -0" 1- 3/4" AL Wt. 1p¢D�NZE I A 2 ALUM. BR 41A5.1 5 /AS.i 3 /A5.I - NPi sTO�RONT 0 • S T -0" V -0' 1- 3/4" GLAD FACTORY - S 3 CLAD AGT i/A5.1 I VAS,6M 3/A5.1 - 2 'NS TO M S,At� A3 0 • S T -0" 8' -0' 1- 3/4• M"-- FACTORY - $ 3 FACTORY /AS.I 2/AS.i 3/A5.1 2 N* Ns TO Be 9Att A6 CLAD CLAD - FMFeM I22A J • S T' -0" 8' -0" 1- 3/4" � FAGTC?iY - S 9 A•CT i /AS.ISiM 2 /AS. 9 /A5A - 2 Ne To Be SAR'6°. AB C� M 238A 0 • S T' -0' 8' -0' 1- 3/4' FAGTOF2Y - S 1 `' AGT 6/A5.1 T /A5.1 81A5.1 ra To Be SAME AS CLAMD C - 2 3A 0 • S T' -0 ' 8' -0° 1- 9/4" GLAD FACTORY - S i AGT VASA 10 /A5.1 8/A5,1 - 2 eLAZIPS TO Me � A6 GLAD mic"V6 NOTE: FOR ROUXSF! OPENIN6 SIZES, � 5C+f MX ON SHEET AL4A ;74 a ,sP ' ' hKTGi ,I4lM iHi-xm --e HVAD. TRIM METAL GLAD Aa..........' ....-_.�,. i 1` AR SPACE S/6' TYPE x 'T0 Mi4TT.Ft CICAJR WTN /. 6tT. M1Q• DIXfR TBXTLRP A7'D fXJ.�le L r- Y'#E32L .`p'. ' SHE- ATNIN6 PANE tETAL PRBtAST 2X8 ETA tV.L.1_ IAMB EXTEWC EMSUGR x (! 7t 1'D T 54M RNISM SCHW" CRiCRETE I n+5lasaBJ 2 2 ? ji N SB4.AIT FOR R'OOR m. La+ra 2 a sTw r TE Aas {I/ / sro' TYPE x BD. INStA.ATHJ t' 'e 1 1 E l`�,I, 4 ; T>=x t n srEATMxras 1 PANT l i ;1` A r dl INTERIOR LINiEi. r4 REBAs AaR INw TRA X ,e; Y . , ( ( e Cow - B"imeR TYR 00' 1 1 1 1 1 f t. 1 I• Aw 5PAOe i n < GGNTINJOLS a , AR RFfLTRATiON X CONiTN.KNS n Gi'W'FSt, iM$RP APPLtg / TYP PRELA6T J l7J'•4 REBM / � X .. .L"tM8 FXT@i510N ,5 j METAL C1J.II DOOR � 1 „- SIDE. STOW --'/ HTT14 F }�� S l"fPIGAL SC.AJ.E. k- !!2'.i' -O• ."SIDE. TYPICAL. R THRESHOLD ( TY*m JAMS N IAA wm 4 +(` SCALP, f- in'.I' -O' A�S.I 5CAL8 Nn'•I' -O' A&.1 BtOGICtNG ewo• x GYP, ep. ,rte- -- / ML+t+.D woad Gls. - Tb'TAL "ALL y smucnxMAi ENCN�7G TmNER BARFUSS 6Yr.W. TF- XTi.Im AM (801) 298 -8745 PLADTOMENLJ5TAN RN51i LWCFffE4ED SmlfMB ASSOC. 315 Nost C-t. P-*i ' ;C Ro 93204 -V2' SrEA.THN6 PANT AiA.M. SYSTEM OR AF4ROVFD E»lisL. T" (268) 232 -4439 232 -1435 n• EHEATH816 -i� sros:g ?x8 5T1D kMA11.� M ) � � JNy)f,A.TE'O -T /X• TYPE 'x INSU.ATP.P 1 i•B• TYPE x TTe>cn*m AO . 5FE'A .'1'i I .t j� M.t ..` GYP. Tv. TP1Ct11RP AJMD PANT AIR IWtLTRA . "\ X 8 , PAINT i BARRIER v2• clVa�t, j 2i HDHD_ TRHN TO ;' ' € LaV.LK PA i ,. q W t i + 1 ) t 7 AIFL SPACE b3. TTP. $ j v o' FRED DR HATCH DOOR BLOCKING €'4' GE. TYPO <.A. c 6RAY8 i 3 s t BL.00FUNS <1. tM Gi DOOR X EXT56K N MPJrK VE BER V2' C.M004742, TYP .� BRICK v8>iR t "H8a' APRIE5 TYP. 2,., -HE cLA9 DOCM2 (2J +4 RB.KR CA" EA ..r- '_ -? M FRNISHEV WOOD CUM SIDE TTFlC.AL ,i amplOR HEAIP METAL GLAD i JAMS YETTAL Ci 47 2 SCALE, I- VS'.t' -O' A5.1 SCAi.E. I- V2lllo• A5.1 MATCH JAM$ TINC�6,W$ TENG�6 HpmY TRIM META. GLAD TEXT TYPE D TO HATCH RYE ICK 6YP, Co. DOOR FN r) HO09 DOOR TEMLRP ,AIO � PANNT THRMSHAD ' ' EX7EFiX)N 2 2 RAISED TILE PAN N 5EA1 AHT 2.6 SAO Y641L 4 9YXT8.1� - t In' sHFATMMlEiS tx 'Y 1 A HE RBO THIN h GAUX Ph j BRICK VENVER 1.,0, tYPICdJ. V2' G4MAMFER., TTP, EIFS. - TOTAL PV.LL PLA6TON5PUSTAN RHSI SYSTEM OR APYRtlY® EYLAL. JAMS METAL GLAD -r THRESHOLD b SCALE, Hn •lb Aa.l ScA.E. Hn••F -O' TEXT TYPE x R-JR9 Hoof GYP. eD. 2X6 IO FRAME R_ AM WAl 5m - PLAN rn. T 7EXTLRE AND TYPE 7C PANT - 6YP. BD i .3 TEICTLRE A2I ',+ 5m STFWT,. PANT k R-4;v Hoop FRAlle S8' TYPE x GYP, eD. TEXTUF2 NO PANT HEAD NTERIOR i JAMB NiEi,GR !4 SCALE, t- V2'•t+a' A5.1 SCALE, t-V2• 1'-O• A3.1 cow, f4U- MATION I -XAT1 X CONiTN.KNS n Gi'W'FSt, iM$RP APPLtg / TYP PRELA6T J l7J'•4 REBM / � X .. .L"tM8 FXT@i510N ,5 j METAL C1J.II DOOR � TEXTUP'P AND PAS. 5� RAH SIDE. STOW --'/ HTT14 F }�� S l"fPIGAL SC.AJ.E. k- !!2'.i' -O• ."SIDE. TYPICAL. R THRESHOLD ( HEAD AL M INA M 4 JAMS N IAA wm 4 +(` SCALP, f- in'.I' -O' A�S.I 5CAL8 Nn'•I' -O' A&.1 SCALE: H/2'-I'-O' A5.) - H b f \lll 2' ElFS. - TOTAL "A.L. 4 PLA,STOHE,V ASTAN FINISH SYSTEM OR APPRavw PJ.ibAl. }1 NDYO -TR�i� hETAL CLAD EARS. - TOTAL HALL TEXT TYPE 7C TO MATCH nJGR YMT4f 580 PL.A6TOtE-PLA6TAN FINISH GYP. HD. DOOR plW� SYSTEM OR ApPROJw ra AL EE i TexnwP AW 11 PANT .� n• 5FfATNiN6 ' °..� FIf435FM 5CM®tAE p ,, SAWS JAs`!i EXTHZ'iiON y^�. 2,2 FOR FLOM Fmt5H 2� 2X8 STLEJ HA11.�� V2• GwW4�. 5M' TYPE x P45LLATED 6YP, M$1. In• SIEATNDIS PABMi PAINTF3• � 8 8 21 EARS. - TOTAL 1' LL Bd r 2' E.I.PS. - TOTAL W AL i Pt.ABTOMFRLA57AN PW44 9 <C PLAWOTERLA5TAN FINISH SYSTEM OR APPROVED EQUAL �o� SYSTEM OR APPROVED 5244L ) I ,+ ' HDVV. TRIM TO lf2' GV4M - j ' t'-O' 'ttP1OAi L12' CHAMFER MATCH DOOR FLOM 2 8 EY1illr1w1 F- IPA- TOTALHALL- STR14 .MLgL °_$. PLA9T0lERLASTAN MNISN STRUGTURAI- C METAL CLAD DOOR SYSTEM OR APPRO` 2?V EQUAL CA" EA POTH PN1S ED HOOD SIDE. TYPICAL _ NfHtim DETAIL io DETAIL a - SCALE Hn.r As.i SCALE, 1- In1•11-o" A3.1 •.ND•TYPE x 1 SRI' TYPE x / GYP BD. TEX7Li� AND 2x4 STLO WOLL .__. ......__ GYP. aR. 2X4 57W H4JL TEXTLPE A D 2O FMDL PANT `M RAN 2.6 STUD WALL S/X' TYPE x 5g PLAN PAW RATM BARD 5m RAN W. V4000 FRAHI! T£XILM AND x TY PANT PE SEE STRLGT. M k X 6YP. ev, HG�EADlYt -HEADISR 3(X' TYPE x j ,� '4' TEXTLRE AO w. STRJGT. GYP. R3, PANT 1 TEcamm Ado R.'d381TED JOttT I PAM it 20 MDL RATED K-4w How I ; ' � � s/X' TTPfi 'wl FRAME t t�irE GYP. "D RA�ITI3A ; RAM617M v TEXli1RE AM 'AIM HEAD 20 MIN 15 JAMS 20 HIN, Ib HEAD INTERIOR I? SGAE. I- V2'.l' -Cl A3.1 SLAP, I- VV-V-O' A3,1 SCALLR !- 7/2' "I'-O• AS.i 2X4 5TLV W Sm PLAN TYPE x GYP, W. TEXnJRE AND - TYPE X' 5)w TYPE' P GYP. BD, 2X4 97M "ALL /1`.6• Temor GYP, W. hD TEXTUP'P AND PAS. 5� RAH P � 3' JAMS. 16 SC.AJ.E. k- !!2'.i' -O• SEE l STRL.GT 4 +(` Q y< ,rte- -- / ML+t+.D woad 5/X' TYFE x y smucnxMAi ENCN�7G TmNER BARFUSS 6Yr.W. 217 NOM 12Th Wes( t25t 8amWd. LIM 84014 (801) 298 -8745 TEX116✓f Am LWCFffE4ED SmlfMB ASSOC. 315 Nost C-t. P-*i ' ;C Ro 93204 PANT T tam? 233-ono N&O EMC" 1823 4a SL p telb :.0.40 4.'251 (268) 232 -4439 232 -1435 HEAD 1NMeaoR i I JAMS Ntse oR 2 SCALE. NV2 °.ib' AS.I SC.id.E, 1- V2'•1' -O' AXZ.1 a' 20 tiN 5/8' TYPE x C RATED MMARD \ % 6YP. BD. "DOD FRAIi F.ANr 2E ARM7 S m STLO WALL PANT 5x6 PLAN RAECIT® ,F� - -'A'X• TYPE 'X' tSTATEOF GYP. e9. TE7C11.RE AM PANT JAMS. 16 SC.AJ.E. k- !!2'.i' -O• A8.1 ,F� BRENT A. McFARLVD AR -2561 tSTATEOF IDAHO l Q y< CONSULTANTS t8L1ELt DE9RM ?5 _w:Mr saa Wes., smucnxMAi ENCN�7G TmNER BARFUSS ST;F�C JRAL ENGMPM 217 NOM 12Th Wes( t25t 8amWd. LIM 84014 (801) 298 -8745 MECHANICAL FN68 tlNC LWCFffE4ED SmlfMB ASSOC. 315 Nost C-t. P-*i ' ;C Ro 93204 (208) ZxT -S15J: T tam? 233-ono N&O EMC" 1823 4a SL p telb :.0.40 4.'251 (268) 232 -4439 232 -1435 U! _ ✓r Ll 1 M.t II- Z U gQk Z ul M Q (u d yxy/� W REVGCN: DRAW BY: JOB Ntt SNM 424 DECKED BY. DATE: JRYt NOV. T PLOT DATE; 10 -26 -12 DRAWING NO. tx� 4z4- �1yh�Lxy= Mars�a�tz • Ar, OF 2� 0- I N T E R 1 0 R D 0 0 R S C H E D U L E BRENT A. McFARLAND AR-2561 STATE 6F IDAHO ! D O O R F R A M E D E T A I L S i I CL GL AZING TYPES < UJI 0 z ck: La CIL w SIZE w V) La a_ Z i::l -j 0 0 a_ U.1 < a. �: ui < m E2 Q V) Z < w m m < -j 0 3: li I -:� V) UJI m i L" In cr < REMARK I. &LA-As INSERTS Po'-Ka'r c'00R MA&NETIC HOLD-OPM4 'm-lw U.1 L) REMARKS 1015 0 0 C 3' -0" T-0- 1-5/4-1 yo I STAIN I C. 4 M PAINT '5/A5-' 16145,1 20 ( 4\ \ 1 1025 0 0 0 5'-0' T-0- 1-3/4' YV STAIN 2 G 4 M ANT IIIA5.I l 12/A5.1 REASON; 11 102c, 0 0 a 5'-'01 1 7' -0- 1-5/4-1 YV STAIN 2 G 4 yo PAINT IIIA5.1 12/A5,1 10 104A 0 0 E 3,-ol j T-0- 1-5/4-1 1 ?V STAIN - G 4 I'V I-AIWr Ii /A5.1 12/A5,1 - 0 l08A 0 0 D a,-o. 11-01 1--3/4- PC STAIN - G 4 M 11XINTI 15/A5J 12/A5,1 20 '7 I0qA 0 0 v V.'. T-0" 1-5/4-1 yo STAIN - G 4 M PAINT '5/A5J 16/A5.1 110A 0 0 0 51-01 T-1. 1-5/4-1 P-0 STAIN - 6 4 M PAINT II/A5J i2/A5.1 It IIIA 0 0 e S'-V T-C- 1-5/4' 1 YID STAIN - c 4 YV PAINT I5/45-1 14/A5.l 8 115A 0 0 E 3' -0- -V-o' 1-574' M STAIN C 4 1�0 PAINT 3/A53 J4/A-lJ 20 4 ,4A 0 0 i E v-o. -7-0. I-S/4" M STAIN - G 4 YV PAINT fl/A5.i iVASJ - ;0 H5A 0 z 51-01 -r-o- 13/4" YV STAIN - C 4 M PAINT II/45.1 12/A5,1 U H&A 0 1 0 i r= 5'-0' T--O' 1-3/4" yo STAIN - G 4 M PAINT IIIA5.1 i2/A5.1 0 I lTA +� 0 1 E 3' -0- -T-V 1-5/4' Y0 STAIN - C, 4 rV PAINT II/A5J I2/A5.1 > 10 lIaA 0 0 i r: 51-01 71-01 1-5/4, YVD STAIN - G 4 YV PAINT IVAS.l 12IA5.1 IlqA * 0 E s'-o' 1 -7--0- 1-3/4- to'a STAIN - G 4 YVD PAINT H/AW 12/A5.i 10 Cr- 1204 9 0 e V-0 T-0- 1--3/4- )�v STAIN 4 J,*0 PAINT II/As,i 1:2/A5.'; > 10 0 121A 0 C V-C' 1 T-C' 1--5/4' PIV STAIN - G 4 N10 PAINT II/A5.1 I2/A5J 10 1254 0 e 3'-0* 'T-0' I-v314* YlV STAIN - r, 4 I'D PAINT H/A5.1 12/A5J 20 11 2= 124A 0 1, V-01 T-1. 1-3/4' Yv STAIN - G 4 YVD PAINT If/AS.I 12/A5,I 20 > LAJ 125A 0 0 e 3,-0, -T,-O* 1-3/4, i 1-0 STAIN - G 4 I"D PAINT. 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MAZiNEMC HOLD -OPEN 'm-lw U.1 L) REMARKS 21114 0 0 E 5--0- 1' -o- 13/4- rc STAIN - G 4 04C PAINT ll/A5.1 12/45,1 10 E 3' -0- T-0- 1-9/4. i1v STAIN - G 4 M PAINT H/AS.I !2/A5.1 REASON; 11 :22A JM NO: 15"q- e 5-0- 1-0- 1-3/4' J`lv 1 STAIN - C 4 YAD PAINT IIIA5.1 12/A5,1 10 2AA 0 0 r= 3' -0- T-0- 1-5/4' M STAIN 4 I'V PAINT 15/45.1 14/A5.1 2224 0 0 rz 51-01 11-01 1-5/4' i'lo STAIN r- 4 P'V PAINT It/A5,1 12/A5,1 to 223A 0 0 E 5'..v 1' -1. 1-5/4' 1-0 STAIN C 4 YV PAINT II /A5.1 2248 1 0 0 E 51-01 1-5/4* J-0 i STAIN G 4 VC PAINT If/A5.1 12/A5.1 It E 3' -0- 7 -0- 1-3/4' I-V 1 STAIN 4 PAINT IVA5,1 I:2/A5J 10 2268 9 0 E 3' -0- -V-o' 1-3/4' J`lv STAIN C 4 M 1 PAINT 15/A5.1 I&/Ar,.l 20 2:24A 0 1 0 1, 9' -0- T-0' i 1-3/4' M 57AN 2 =.- YV PAINT II /A5.1 12/A5.1 - rz 3' -0- -r-o- 1-3w m STAIN G 4 PAINT, II/A5.1 IVA5] 10 2334 I rz 3' -0- T-0' 1 1-3/4' JV STAIN 4 PAINT II/A5.1 12/A5.1 10 2338 +� 0 E 5*-0* T-o' 1 1-5/4' I-V STAIN 4 YID PAINT 13 /A5.1 Sim, 14/A5.1 5k 14 :254A 9 0 E 5--0- T-0- 1 1-5/4' I-V STAIN 4 YV PAINT IIIAS.1 JVA5�1 235A * 0 rz YC STAIN C, 4 1 M PAINT II/A5.1 12/A5,1 10 256A 9 0 E 3' -0' 7' -0' 1-5/4' YlV STAN 4 m PAINT If/A5.1 1:21A5.1 14 -0 STAIN C' 4 M PAINT II/A5.1 1:21A5.I q 25aB % G 'T-0' 1-3/4* m STAIN 1 G 4 VC PAINT, I5/A5J lb/A5.1 20 2= 240A 0 1, V-01 T-1. 1-3/4' VIC STAN_ - 4 M PAINT IS/A51 16105,1 20 > :241A 0 0 0 3' -0- T-0- I3/4 m STAIN - c 4 )1V PAINT 15/45.1 16145.1 20 -7 CL :242A 9 0 0 51-o" T-1. 1--3/4' m STAIN - r, 4 N10 PAINT IIIA5.1 !2/A5.1 - 4 7 :245A * 0 E V.I. 1-3/4' i v1V STAIN - G 4 M PAINT IIJA5.1 12`A5,1 -j 2444 1--5/4* jeo STAIN - G 4 PAINT II/AS-! 12/A5.1 245A 9 0 r 5,_O. 1_8/4. 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V-o' 7' -0- 1-5/4' YV STAIN 1 G 4 M PAINT 1'7/A5.1 1151AS.1 - 20 5 I's 506A 9 0 r , 13/4. yo STAIN 2 G 4 PV PAINT IJ/AS.l 12/A5,1 - 16 1 50e,5 0 3' -0" T-o' 1-5/4' M 1 STAIN 2 G 4 00 PAINT If/AS,l 1:2/A5.1 - ns < I D 5'-0* 1-5/4' m STAIN - G 4 PAINT IVA5.1 12/45,1 - IS 310A r:, 3' -o- -v-o- 1-3/4- i-a STAIN - G 4 IIIA5.1 12/AW Ip N 5554 -1-3/4' Mv STAIN - rl 4 PAINT H/ASJ 12IA5.1 - 20 16 A 35-TA 0 C) i v I 5'-0- 7-0- ,3/4- YW STAIN - c 4 00 PAINT I3 /A5.1 !41A5.1 20 6 N-j 3575 9 0 i STAIN - C, 4 YVD PAINT IS/AW 14iAS.1 0- BRENT A. McFARLAND AR-2561 STATE 6F IDAHO ! 'V) W < U 0 V) UT STRUCTURAL ENGINE MC •M a 'ss M.RAL ENGWERS 233 Htl im wen fm 8-ftf' J!'h W14 1307j 203 -gS0.5 MECHANICAL DMINEDW iNIVILEKD SnTEM5 k5SO, d ' 83n,4 'm-lw pAYY- Eh'44U.Flm� �823 F, ciw n2-105 lu Z O REASON; DRAW BY. JM NO: 15"q- 424 GiECKEO BY: DATE: NOV. 111 F7-7�-,.m 77,2 DRAWING NO. • 4&2 AF7.2 27 OF m JEW INTERN WINDOW T*,rPr=S SCALE, V4' - V- 0' m It47MRIOR 12 3 3. 1� WINDOW SCHEDULE ST L w CONSULTANTS: Mw 7_ sth wo ww Low, UT (*X) 752 4544 StRUCTURAL 04GDKEFMK WMER Wnlln SlWJMR& ENGNMRS 273 A" 1250 Wt in S_fim. ul 84414 (am) 288 -8795 ENGMERM SMIDAS AWM 515 W., C... P..t.k ..h. MZK (208) 233 -OW re, tam_9 233-an PONE ENONEUNG w- 1823 E. CW. St d,*o $3201 (48 232-443f) F. (209� 232-1435 Z lu REVIS": DRAYM BY.' JOB NO: aw 424 CHECM BY DAM 'ARA Nov. *11 PLOT DATE., 10 -26-12 DRAWING NO. RL, 424-A&4-OM • 4',4 A5.4 OF 171T Mm m JEW INTERN WINDOW T*,rPr=S SCALE, V4' - V- 0' m It47MRIOR 12 3 3. 1� BRENT A. McFAWA AR-2M k ST L w CONSULTANTS: Mw 7_ sth wo ww Low, UT (*X) 752 4544 StRUCTURAL 04GDKEFMK WMER Wnlln SlWJMR& ENGNMRS 273 A" 1250 Wt in S_fim. ul 84414 (am) 288 -8795 ENGMERM SMIDAS AWM 515 W., C... P..t.k ..h. MZK (208) 233 -OW re, tam_9 233-an PONE ENONEUNG w- 1823 E. CW. St d,*o $3201 (48 232-443f) F. (209� 232-1435 Z lu REVIS": DRAYM BY.' JOB NO: aw 424 CHECM BY DAM 'ARA Nov. *11 PLOT DATE., 10 -26-12 DRAWING NO. RL, 424-A&4-OM • 4',4 A5.4 OF 171T 2.6 STUD HALL I 5Ttv mLL EXTENSION < Syr. Tll-E',1015YP SH1141"Ne TEX114a. Aw 15p. 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Temm Ni S2 • TYPE W PAINT PRECI.C.T PAINT ED 5 8 Y 5HEAll"NS 'W.ut- Cow-fMTE Cow-RETE r1re w 45YP a ----eLocr Temm AM JNS 54-L ftc"11146 TT' SILL P KAU T-11 2.15 STM 2- EFTS. - TOTAL 2 or. v PLASTCW-'Pl-A5TAIN PLA6Tow-4-LA6TAJN 2X5 5TtV KALL 2.6 STIV YOLL SIM TYPICAL FINISH SYSTEM OR sive, TYPICAL fft5H SYSTEM OR ,,CK V,,,,,Z ERICK VENITR thISLILATED V7 SWATH WS Ad-PRa�W ECLIAL APPROVW AIR INFILTRATION F-v2. seAY,4p* AIR INlF!LlRAT;OH V7 5HEATHINC 5,4ata3Z el-fwme 2* "J-s� -TOTAL �AIN n i 05TAIL DETAIL I' AIR SPACE 11 Am SPACE FINISH SYSTEM OR WALL KA5TOW 52"A" ScAl-, SSA JS C>ETA PC-TAIL PETAL IL SCALE, 5C.-Lf, HV•-('--O' A8.3 SCALE, AIR AIR =IAr,:* WILTRATION , BARRIER fv$lvl Tlw TO P AR SPACE r V2'SNEATAN6 I- AIR SPACE ------- 11'2' 5HMATHIN6 RCOF MA\e LIM MATC44 PfKl� Hipto TRIM TO 2.6 Snv MALL ERICK 111$92!R 2116 S= KAU V2* 5141-ATHIN6 NSULATM 0451.ILATED 2. 2KI5 STIV You Sm. TYPE X PIMP HOLE 51V TYPE X INTERIOR eyp. 50, CONTINIXV5 --------- fLALTOLVE mcc"45 AS R52v- EKTENSk-Ae -A� EKTENSiONS CAA.K EA. ElLocr445 IEEP HO, Sim TYPICAL "67 TEXTL*M AM TEXn4M ANP el p 6, 1. CONCRETE r"- TYPE X PAINT C1-44CRETE PAINT 6YP' 50 HDVV, Tplm To UNTEL UNTEL 7MKM*M AM -ANT b Syr FZEISAR REBAR 2 ANV DOWLE R#* METAL METAL C+VJ.V-M MmIslen piom FINISHM kl� I POW. MM TO �/-mpv. Mm To TRIM To sful i I , MATCH 19 i PIdHT ri r- 5. ---4N9*LATW 2.'.b STV WTE THIS DETAIL TYPICAL OF A" INTEF"tolk tMT5zjoR mp i PINDOH V" MATCH 1,41FC10101 V-6ploa& Kivow WALL OPER145LE METAL CLAP moope 2 6 EXTENSIC04 PLASWN& a EXTENSION EKTEH5r-N WV SHEATH-4h& H1,11,16 I�N. c4w- 1'.'IETAL c4NTINXIM I DoLfte H1,11,16, MffrAL co� '414010H "TH DETAIL i;;,r=TAiL -x---LLric-'\ DETAIL CA CLAV KW4:)$4 KTH c1lux Eok I ' CLAD 00NIXIN MITH CAI Ell, SCALE, I-VV-0-0• SCALE, SOP_ TYPICAL FINISHED o0m 5UN.- P905HEII) DOWLE WINS t'en't VoLeu IAN& I'lerAL FI TOTAL K4LL PL,45TON15PLASTAIN Came HUM, MM CLAD V0VC*4 KTH T"OT�ll 5/5- TYPE INTERICR POOH KTH CLID V#NC"4 KTH ABLE RNS METAL 515* TYPE IV "Cov I ,A'O£R SARFUSS ENGWERS P40M ccmTTm)O6s 19NMHW 1'� INTMOR U.IKER:D SYSTU, ASSOC, 315 ft C-tp AD 1,4WICH HIM Syr. W, TExnvr FAYW WAVEEWG INC. 1823 F I!-ts St. DETAIL TEXTLM PAINT CAULK E,-, CAIA-1 EA. SIDE. EXYD,15tOW DETAIL ftHw 1`1� TRIOR PANT �f SCALM \Z511 _;�" - MATCH "mIc'K C,-,frt4,-,v5 MATCH "HDO!"! SC.-CE, I-v2•.l,-o. 2.6 STUD HALL I 5Ttv mLL EXTENSION < Syr. Tll-E',1015YP SH1141"Ne TEX114a. Aw 15p. Temm Ni S2 • TYPE W PAINT PRECI.C.T PAINT ED 5 8 Y 5HEAll"NS 'W.ut- Cow-fMTE Cow-RETE r1re w 45YP a ----eLocr Temm AM JNS 54-L ftc"11146 TT' SILL P KAU T-11 2.15 STM 2- EFTS. - TOTAL 2 or. v PLASTCW-'Pl-A5TAIN PLA6Tow-4-LA6TAJN 2X5 5TtV KALL 2.6 STIV YOLL SIM TYPICAL FINISH SYSTEM OR sive, TYPICAL fft5H SYSTEM OR ,,CK V,,,,,Z ERICK VENITR thISLILATED V7 SWATH WS Ad-PRa�W ECLIAL APPROVW AIR INFILTRATION F-v2. seAY,4p* AIR INlF!LlRAT;OH V7 5HEATHINC 5,4ata3Z el-fwme 2* "J-s� -TOTAL �AIN n i 05TAIL DETAIL I' AIR SPACE 11 Am SPACE FINISH SYSTEM OR WALL KA5TOW 52"A" ScAl-, SSA JS C>ETA PC-TAIL PETAL IL SCALE, 5C.-Lf, HV•-('--O' A8.3 SCALE, AIR AIR =IAr,:* WILTRATION , BARRIER fv$lvl Tlw TO P AR SPACE r V2'SNEATAN6 I- AIR SPACE ------- 11'2' 5HMATHIN6 RCOF MA\e LIM MATC44 PfKl� Hipto TRIM TO 2.6 Snv MALL ERICK 111$92!R 2116 S= KAU V2* 5141-ATHIN6 NSULATM 0451.ILATED 2. 2KI5 STIV You Sm. TYPE X PIMP HOLE 51V TYPE X INTERIOR eyp. 50, CONTINIXV5 --------- fLALTOLVE mcc"45 AS R52v- EKTENSk-Ae -A� EKTENSiONS CAA.K EA. ElLocr445 IEEP HO, Sim TYPICAL "67 TEXTL*M AM TEXn4M ANP el p 6, 1. CONCRETE r"- TYPE X PAINT C1-44CRETE PAINT 6YP' 50 HDVV, Tplm To UNTEL UNTEL 7MKM*M AM -ANT b Syr FZEISAR REBAR 2 ANV DOWLE R#* METAL METAL C+VJ.V-M MmIslen piom FINISHM kl� I POW. MM TO �/-mpv. Mm To TRIM To sful i I , MATCH 19 i PIdHT ri r- 5. ---4N9*LATW 2.'.b STV WTE THIS DETAIL TYPICAL OF A" INTEF"tolk tMT5zjoR mp i PINDOH V" MATCH 1,41FC10101 V-6ploa& Kivow WALL OPER145LE METAL CLAP moope 2 6 EXTENSIC04 PLASWN& a EXTENSION EKTEH5r-N WV SHEATH-4h& H1,11,16 I�N. c4w- 1'.'IETAL c4NTINXIM I DoLfte H1,11,16, MffrAL co� '414010H "TH DETAIL i;;,r=TAiL -x---LLric-'\ DETAIL CA CLAV KW4:)$4 KTH c1lux Eok I ' CLAD 00NIXIN MITH CAI Ell, 1411" EXTENSION 50- TYPE 21 E-Ipo5l - TOTAL -5/51 TYPE W t . - mipa w_-Dm &YP. Ev. .I 16 EXT194510" -IAFV EXTENSION &YP. BD. IN TEXTI)PE AM 2.6 S'nv WALL MATCH HH>OH NSULATED f"C"o, To F"OSH SYSTEM OFZ PAINT TEXTUM AND P'Ar APPROYM 155I)AL TYR AMP 6 6 DOWLE R�%rl RIMS METAL Vot)"LE "Ar 6 6 CL-D I'll CA-AD 1,414voli Ct.AV KH004 MTH TRIM To 1/2' C4104 HVVV. mm. TRIM TO FINISHED f4NI5Hm 1`4�017 FINISHM 1,4000 MATCH KNIDO" •-1/2' SHFATHIH& elips. 59-L -IW"ATED 2x& STI.V V2, CMA£t : 11 I'l , RVERJOR INTERIOR wnffum WALL o z V-6ROOVE MATCH Mcol"I 2.6 57W WALL EXTENSION THIN STOW FINISH ON A EXTM450N 1• INSULATED VVSHEATHINS c4*mNijCm SCRATCH COAT ON IT &A uom PRE K--M ON 511440 MAP -------- IK 1/2' SHFATHIN& CoNrUxamr, VOLIBLE HUNS METAL c4fml VOLIEU! RN& METAL CA� e0k cAl" CA" EA, CLAD AINDON "T" 5". TYPIC.AL Sm I CLAD VIINDOV4 ?M SIDE. TYPICAL FR45HW OL-40 in- Chomqw, TYP. "*L YPW vw aHAM� TYP. 5m TYPICAL FINISHM poov INTERIOR 2-1/2• EIPS. - TCrN- KALL 2-1/2' ffjps. - TOTAL WALL THIN STONE FINISH ON A ro>r=TAIL VETA-��; )k PI-ASTONERL-16TAIN FINISH PLASTONE/"_ASr^IN FINISN 1A SCRATCH COAT ON 17 &ol, R SCALE, 1-142. SYSTEM OR APPROVED EX21AL SYSTEM OR APPROVES 15%)AL "w MESH, ON snrlco )"IRAP DETAIL s DETAIL r el IN DETAIL rP DETAIL 60-\ DETAIL SCALE, 1-1/21V-0' SCALE, W2• -P-o' ASS SCALE, 1-1/21I•w Nis THIN STOW FINISH ON A THIN STONE FINISH ON A ADHBRM TRW SCRATCH COAT ON rl 6A SCRATCH GOAT ON rI 6A, BRICK "Fe I les ON snrzo MZAP ps"'E I m ON 57LC40 MAP 11'2* SW-ATI*N& f�' TRIM METAL CLAD VENEER S. V-V 5FUEATHN6 TYPE w TO M&Tc+4 L ROOF LAVE LINE I I A '101 KTH STV Kq.L ==2.6 5TtV WALL SYR fv� V Jois-m COLE" RN6 MET W*v TRIM SW TYPE X t- INSI)LATED 045LLATM TEKTIM AND It CLAD PIHIP 4 P1Ti T�&TCN "yp. Ev. IWSHMATHINS PAW FINISHED m>% TW� A10 KALL TYPE X 4' 5HEATW*& PAINT r5w TYPE W ISYP. ED, 'Syp. 50. TYPE X SSLOK T° ,W Aw JAM MKTem5;ON PAINT' PAINT INSLILATM r 5m TYPICAL F 1P.S. H15.0" 2X5 2.6 STW 1414-1- j TEXTIME AM I INSU-ATM PANT In. r"' TYPE "y METAL CI-AV "Dov TRIM TO 1/2' SHEATHINS TYP SWATHIN5 2 �'&j K"'TcH ?04"" SYR 9D, Exrj;u-. AM "TH P%115HED p0m -ER FCVV. TRIM TO V2• CAA0,11 TmM TO PAW INTERIOR & EXTENSION V-16ROOVE 1,000" EXTENSION o teF ADHEFMD TAN SVNS CONTIN[jas OcOxe KJ%`S METAL a EKTO451ON --140 EXTENSION m CLAD mmcol TH HVI'v. TRIM To CAJ-K EA, EA.: 24 MATC44 HND004 CNA-K EA. • SIM rlrw.AL PINIStw Y40M C4NTTM"M -te -tIVIAL CLAO PqWOH 7'.' C4-"v I"V� TPJM TO SM. TYPICAL CIN" EA, mr,4 Fmow H4ocwv C.AN I x Km>om ws TYP. V2* C+Aoq�ER MATC44 I*MPO" SVF- iNTElam Sm fiN115HM HOM M<Tff6ION PLOCRINS, SYSTEM. RmRICR SEE PLANS CONTINk" ?-mAL allo Kwaq ---l/ DETAIL 22 DETAIL 2 PETAL - m rk w . low DETAIL 26 DETAIL 6"" DETAIL SCALE I-V2 110' ASS SCALE, 1-1112%1• -.0* SCALE, SCALE, I-4t2• -V-O• SCALE L---i -.11 .. -- DETAIL (�:25 CLAD 1,41NDO14 KTH Voual-E RAS mnv- =ArL CLAD AINVOM "MaLE MAS"ETA' 5HM 114NISHVID WOO COWTINtious Co"T"Varl wrl5tm C.Aj" FA, PHISHM VCW C.14" EA. INTERJOR 5m INTERIOR smr_ 54M TYPICAL EXT8451ch FUTD, 51WLE K#49 KTH pe 7 IVIV. TRIM TO -1 HV$'V TRIM TO fv�lv_ TRIM TO FINISHM t,� Ty 4*v MM To 5"" TYPE W-,\ -6 MATCH HINDO" BOTH 5VES MATCH 1`� 2 �---6 HATCH YOVOH VW C,."ER ANDOH VINT"'m NO MATCH V*VOHi dYP. ED. Tyr PANT TTXTLw AM • PRE CAST Tyre V GYP, 2* EJF�5. - TYPE V GYP. PAJmT S" AM TOTAL KN-L TEXTURE AND FI=PUNPOH PLASTONE" PART ��=AL AND PREC14ST -.1 I'llow Fv�lv. TP-" TO NITMOR MATCH I� PLASTNH A, --445t)LATED FW-44 SYSTEM STUD 4 45W WALL --INEIA-ATED 2K6 STLV SILL 2.6 SW 2.6 152IJ641- C124CRETE 1/2• SHEATHINO SHEATHIN& V2* SW-AT 046 K." MALL OR APFWVVW POLL TYPE w MATCH "llpol"! FIXED, 504SLE 4*46 PIM. CAST GYP. ev, l*- - TO METAL C4-Av 104INDOM CLAD JJg ERE CAST Cow'WIE 1-7 TEXTIllm AND V#T" PINISHM 1,4000 PAINT 15OTH smes PETAL 2a DETAIL A-01\ DETAIL PETAL 3:-2), DETAIL 6-31\ DETAIL r3-4- DETAIL SCALE, SCALE, 1-41••I'-• SC14Z �& SCALE, I-142. 1•0• �& SCALE, �& SCALZ 1-1/7-1'-0' \tsv SCALE, 1-U2• -l'-O' Ass SCALE, I-VV-0-0• SCALE, SOP_ TYPICAL FINISHED o0m 5UN.- P905HEII) YZIM Nom FI TOTAL K4LL PL,45TON15PLASTAIN INTERIOR INTERICR FINISH SYSTEM OR AFIIF?A7yw ECVAI- C111S13LTANTS: mm75 S-h SX w- I ,A'O£R SARFUSS ENGWERS 2,13 1�11, 12W Went go 3 !.) 84014 -X. 29&-4795 U.IKER:D SYSTU, ASSOC, 315 ft C-tp P-t.,o id 93204 DETAIL FAYW WAVEEWG INC. 1823 F I!-ts St. DETAIL t -12-1\ DETAIL s DETAIL SCALE, �& SCALM \Z511 SCALM, I-U2lI• -0• Asa SC.-CE, I-v2•.l,-o. �ROOT LEAVE LINE sw HEWV. T" TO HW TMM TO MATCH 4NDC" KNDOH V 5HEATHI6 META CAAD TO TP�4 M TYPE 1w, METAL CLAD HC*v YR" ". TYPE V alp. Do. Ck O REASON: 1411" EXTENSION 50- TYPE 21 E-Ipo5l - TOTAL -5/51 TYPE W t . - mipa w_-Dm &YP. Ev. .I 16 EXT194510" -IAFV EXTENSION &YP. BD. IN TEXTI)PE AM 2.6 S'nv WALL MATCH HH>OH NSULATED f"C"o, To F"OSH SYSTEM OFZ PAINT TEXTUM AND P'Ar APPROYM 155I)AL TYR AMP 6 6 DOWLE R�%rl RIMS METAL Vot)"LE "Ar 6 6 CL-D I'll CA-AD 1,414voli Ct.AV KH004 MTH TRIM To 1/2' C4104 HVVV. mm. TRIM TO FINISHED f4NI5Hm 1`4�017 FINISHM 1,4000 MATCH KNIDO" •-1/2' SHFATHIH& elips. 59-L -IW"ATED 2x& STI.V V2, CMA£t : 11 I'l , RVERJOR INTERIOR wnffum WALL o z V-6ROOVE MATCH Mcol"I 2.6 57W WALL EXTENSION THIN STOW FINISH ON A EXTM450N 1• INSULATED VVSHEATHINS c4*mNijCm SCRATCH COAT ON IT &A uom PRE K--M ON 511440 MAP -------- IK 1/2' SHFATHIN& CoNrUxamr, VOLIBLE HUNS METAL c4fml VOLIEU! RN& METAL CA� e0k cAl" CA" EA, CLAD AINDON "T" 5". TYPIC.AL Sm I CLAD VIINDOV4 ?M SIDE. TYPICAL FR45HW OL-40 in- Chomqw, TYP. "*L YPW vw aHAM� TYP. 5m TYPICAL FINISHM poov INTERIOR 2-1/2• EIPS. - TCrN- KALL 2-1/2' ffjps. - TOTAL WALL THIN STONE FINISH ON A ro>r=TAIL VETA-��; )k PI-ASTONERL-16TAIN FINISH PLASTONE/"_ASr^IN FINISN 1A SCRATCH COAT ON 17 &ol, R SCALE, 1-142. SYSTEM OR APPROVED EX21AL SYSTEM OR APPROVES 15%)AL "w MESH, ON snrlco )"IRAP DETAIL s DETAIL r el IN DETAIL rP DETAIL 60-\ DETAIL SCALE, 1-1/21V-0' SCALE, W2• -P-o' ASS SCALE, 1-1/21I•w Nis THIN STOW FINISH ON A THIN STONE FINISH ON A ADHBRM TRW SCRATCH COAT ON rl 6A SCRATCH GOAT ON rI 6A, BRICK "Fe I les ON snrzo MZAP ps"'E I m ON 57LC40 MAP 11'2* SW-ATI*N& f�' TRIM METAL CLAD VENEER S. V-V 5FUEATHN6 TYPE w TO M&Tc+4 L ROOF LAVE LINE I I A '101 KTH STV Kq.L ==2.6 5TtV WALL SYR fv� V Jois-m COLE" RN6 MET W*v TRIM SW TYPE X t- INSI)LATED 045LLATM TEKTIM AND It CLAD PIHIP 4 P1Ti T�&TCN "yp. Ev. IWSHMATHINS PAW FINISHED m>% TW� A10 KALL TYPE X 4' 5HEATW*& PAINT r5w TYPE W ISYP. ED, 'Syp. 50. TYPE X SSLOK T° ,W Aw JAM MKTem5;ON PAINT' PAINT INSLILATM r 5m TYPICAL F 1P.S. H15.0" 2X5 2.6 STW 1414-1- j TEXTIME AM I INSU-ATM PANT In. r"' TYPE "y METAL CI-AV "Dov TRIM TO 1/2' SHEATHINS TYP SWATHIN5 2 �'&j K"'TcH ?04"" SYR 9D, Exrj;u-. AM "TH P%115HED p0m -ER FCVV. TRIM TO V2• CAA0,11 TmM TO PAW INTERIOR & EXTENSION V-16ROOVE 1,000" EXTENSION o teF ADHEFMD TAN SVNS CONTIN[jas OcOxe KJ%`S METAL a EKTO451ON --140 EXTENSION m CLAD mmcol TH HVI'v. TRIM To CAJ-K EA, EA.: 24 MATC44 HND004 CNA-K EA. • SIM rlrw.AL PINIStw Y40M C4NTTM"M -te -tIVIAL CLAO PqWOH 7'.' C4-"v I"V� TPJM TO SM. TYPICAL CIN" EA, mr,4 Fmow H4ocwv C.AN I x Km>om ws TYP. V2* C+Aoq�ER MATC44 I*MPO" SVF- iNTElam Sm fiN115HM HOM M<Tff6ION PLOCRINS, SYSTEM. RmRICR SEE PLANS CONTINk" ?-mAL allo Kwaq ---l/ DETAIL 22 DETAIL 2 PETAL - m rk w . low DETAIL 26 DETAIL 6"" DETAIL SCALE I-V2 110' ASS SCALE, 1-1112%1• -.0* SCALE, SCALE, I-4t2• -V-O• SCALE L---i -.11 .. -- DETAIL (�:25 CLAD 1,41NDO14 KTH Voual-E RAS mnv- =ArL CLAD AINVOM "MaLE MAS"ETA' 5HM 114NISHVID WOO COWTINtious Co"T"Varl wrl5tm C.Aj" FA, PHISHM VCW C.14" EA. INTERJOR 5m INTERIOR smr_ 54M TYPICAL EXT8451ch FUTD, 51WLE K#49 KTH pe 7 IVIV. TRIM TO -1 HV$'V TRIM TO fv�lv_ TRIM TO FINISHM t,� Ty 4*v MM To 5"" TYPE W-,\ -6 MATCH HINDO" BOTH 5VES MATCH 1`� 2 �---6 HATCH YOVOH VW C,."ER ANDOH VINT"'m NO MATCH V*VOHi dYP. ED. Tyr PANT TTXTLw AM • PRE CAST Tyre V GYP, 2* EJF�5. - TYPE V GYP. PAJmT S" AM TOTAL KN-L TEXTURE AND FI=PUNPOH PLASTONE" PART ��=AL AND PREC14ST -.1 I'llow Fv�lv. TP-" TO NITMOR MATCH I� PLASTNH A, --445t)LATED FW-44 SYSTEM STUD 4 45W WALL --INEIA-ATED 2K6 STLV SILL 2.6 SW 2.6 152IJ641- C124CRETE 1/2• SHEATHINO SHEATHIN& V2* SW-AT 046 K." MALL OR APFWVVW POLL TYPE w MATCH "llpol"! FIXED, 504SLE 4*46 PIM. CAST GYP. ev, l*- - TO METAL C4-Av 104INDOM CLAD JJg ERE CAST Cow'WIE 1-7 TEXTIllm AND V#T" PINISHM 1,4000 PAINT 15OTH smes PETAL 2a DETAIL A-01\ DETAIL PETAL 3:-2), DETAIL 6-31\ DETAIL r3-4- DETAIL SCALE, SCALE, 1-41••I'-• SC14Z �& SCALE, I-142. 1•0• �& SCALE, �& SCALZ 1-1/7-1'-0' \tsv SCALE, 1-U2• -l'-O' Ass BRENT A. WFARLAND AR-2561 STATE OF IDAHO UJ C111S13LTANTS: mm75 S-h SX w- ,A'O£R SARFUSS ENGWERS 2,13 1�11, 12W Went go 3 !.) 84014 -X. 29&-4795 U.IKER:D SYSTU, ASSOC, 315 ft C-tp P-t.,o id 93204 e. (aw) 2n-05" FAYW WAVEEWG INC. 1823 F I!-ts St. q dh. "2DI (2D811 2.12 -439 Fa. 12081 232 -143' Z lu Ck O REASON: DRAM BY: JOB No: Silt 424 CHECKED BY. DATF- J" Nov. it PLOT DATE: 10-26-12 DRAWING NO. A55 OF :2*7 S I G N A G E S C H E D U L E 4- K V LxAr otN X 4• -r OWN COLOR 70<r clat4m owum 11000" I DOORS, KPIA, 240A, 5101 PLASM Im ARCM rm ARCM FWWJM 4' * DOORS, M& 24t,%, W4A PLASM PM AM" PM ARCM ym 75 Sth 6w W.A .. ............ . ..................... DOORS, 000, 242A PLASM MR AAV4 MR ANW-H YM zm X�th 12W ftm AM Room I * MOM RSA. 261A, *91A, 904A 7 MBE 2 BRAILLE Sm scax4te ORAV 2 =-osm MI. : � 233-03" * DOORS, III^ 2 5m SC SAILS rm ARCH SC+NXXLE 0 YM PM amm sle7N Tl(rw 5 Ocolm SSA PLASM rem AF4H em ARCH ym Sr"R A"am 9 VOORS, 9060 S I G N A G E S C H E D U L E r,ve LxAr otN wATeRiAi OWN COLOR 70<r clat4m owum 11000" I DOORS, KPIA, 240A, 5101 PLASM Im ARCM rm ARCM YM * DOORS, M& 24t,%, W4A PLASM PM AM" PM ARCM ym 75 Sth 6w W.A * DOORS, 000, 242A PLASM MR AAV4 MR ANW-H YM zm X�th 12W ftm AM Room I * MOM RSA. 261A, *91A, 904A PLASM Pm ARC44 PM ARCH YM =-osm 233-03" * DOORS, III^ PLASM rm ARCH PER AM44 YM PM amm 5 Ocolm SSA PLASM rem AF4H em ARCH ym Sr"R A"am 9 VOORS, 9060 PLASM fwt AM" =. — w ROOP #4ca Si&N REMARK5 1. 6CUM SK-" W AS SK.Xr-nV W AACHMMT PROM MPIL STNIVARD COLORS SI&N lk %"Wlf ALL Sldw w km-m MTN Doom * A#tC+Ol=T D. PROVIVI! Clowa4m rAsTamm rm supoac i, R C. SM OCTAL V#a* MW W" rfPft A. ikfMLW M-Ml I I lu REWMW MAYS ft im NQ pm=4 > Me 424 MM BY. DAT- Fla Imm" 7-27 -12 DRAWING NO. F -'SO • IU M, Q4-41 A5.6 M-mm Z" ul CONSULTANTS: 75 Sth 6w W.A UT (435) m-o" TAX*ma SPIUGM& e4cWmts zm X�th 12W ftm AM 8,0A uwb MM4 (am) M-sm gKoesim sysma A5=1 315 wm Cw 83204 =-osm 233-03" ULCINICAL 0000"U"a FAYWE 94004L,041; W.. 11123 C CW. - p—t.ft, 5dw. 83201 (209) 232-4Q9 F. (2W) 231,455 lu REWMW MAYS ft im NQ pm=4 > Me 424 MM BY. DAT- Fla Imm" 7-27 -12 DRAWING NO. F -'SO • IU M, Q4-41 A5.6 M-mm Z" i 1 � Y jxi �I I � I 58 5 5D� i A Al to ". '1B) i 2, J 2A ,3'; \a. ...' q, eVILLAHS CANTER °.> �vcR4.?fsh lYtrxJ! �tsl� 4Ai 5` SA 1 CARPET TILE j uNPousmw nLE SHEET VINYL RE MLIENT LVT rSC,`.5B% SD' SE.. 6i FINISH FLOOR PLAN — MAIN LPL sc.4.9, UD• . V - o 14acrN - FINISH SCHEDULE REVISION, W GO a$ DRAWN BY: OPR JOB NO 424 W. O O 4 z Z O ix ROOM NAME cn N m O O 3 O 101 VESTIBULE BI Fl Al CI, 02 STRUCTURAL EM91EERING Tolou aaRfTXSE 102 VESTIBULE 51 Fl AI CI, G2 (801; 298 -8755 105 ELEVATOR BI FI At 03 (208) 233 -050, 106 STAIRS BI Fl Al C3 10"1 LOBBY BI Fi Al CI, 02 IOEi ADMEN 54 F Al, A2 GI 104 MEN B4 FI AI, A2 GI 110 AOMEN B4 F1 Al, A2 Cl 111 FIRE RI5ER/ELEG. B3 F2 A3 GI 113 STAIRS BI Fl Wf G3 14 EXAM 1 B2 F4 AI, A3 G2 115 OR. DOTTREL Bi F3 Al, A3 G2 116 EXAM 2 E32 F4 AI, A3 02 III EXAM 3 B2 F4 Al, AS G2 115 EXAM 4 52 F4 Al, A3 G2 J 1141 EXAM 5 52 F4 Al, A3 02 L4,! 120 EXAM 6 52 F4 Al, A3 G2 121 EXAM ? 52 F4 Ai, A3 02 122 BREAK ROOM BI Fl At G2 W 123 OR, OFFICE BI F3 Al G2 -� 124 OFFICE BI F3 AI G2 HALL B1 F9 AI G2 x 125 _ 126 UN15EX 54 Fl Al, A2 GI Q 12? ADMEN e4 Fl AI, A2 GI 12A HALL BI F3 Al G2 !29 EXAM 4 132 F4 AI, A5 02 130 EXAM 5 152 F4 Ai, 113 02 131 HALL BI F3 AI C2 132 HALL 151 F3 Al G2 133 NIJR5E STATION BI F4 Al Gl, G2 134 HALL BI F3 Al G2 135 HALL BI F3 AI 02 136 VITALS BI F3 AI 02 13-1 STOR. - F4 AI GI 155 MEN B4 Fl Al, A2 GI 134 PLAYHOUSE BI F3 A!, A3 G2 140 AAITIN6 BI F3 Al GI, G2 142 AAITIN6 Bi F3 Al GI, G2 143 RECEPTION 51 F3 AI GI COPY CENTER BI F3 AI G2 144 145 NJP5E GALL BI 1,23 Al G2 146 VITALS 51 F3 AI t777Z3 DESCRIPTION W WALLS B BASE Wi TEXTURED k PAINTED GYP. BO. 81 STAIN GRADE WOOD W2 WALL TILE B2 PAINT GRADE WOOD W3 VINYL DECALS 83 6" RESILIENT VINYL 84 3" X 6" COVED CERAMIC F FLOOR Ft UNPOUSHED TILE F2 RESILIENT LVT 1 F3 CARPET TILE F4 SHEET VINYL C CEILING Cl TEXTURED h PAINTED GYP. BD, C2 24" X 24" SUSPENDED CEILING TILE SYSTEM C3 OPEN TO ABOVE J STRUCTURE NOTE: A. MCFARLAND AR -2561 11 gg = Q 0 o a 0 z w 6 x REVISION, W a$ DRAWN BY: OPR JOB NO 424 CHECKED BY: 4 � CONSULTANTS MM DESIGN "LEU SON 'S Sate 8OO Wt ,3 r435? 752 -459 STRUCTURAL EM91EERING Tolou aaRfTXSE STRUC'URf ENCAIEERS 237 NartN 1250 Went I= 8—tft, Utah 84014 (801; 298 -8755 MECNAMC.4 ENGEERRK'. ENGNEERED SYSTEMS ASSOC. 315 Wm Cate oocata9a, W h. 83204 (208) 233 -050, Fay (W) 235 -0529 awma- PAYNE 1823 E Cate St FocoWI., ICORw &;201 (208) 232 -M39 goy (208) 232 -1435 gg = Q 0 o a 0 z w 6 x REVISION, DRAWN BY: OPR JOB NO 424 CHECKED BY: DATE PLOT DATE: 10 -26 -12 DRAWING NO. FU flA PIA 4 sa PLAN NOTES (D USE TRANSITION STRIPS Hl ALL CHANCES IN MATERIAL.TYP. 02 METAL THRESHOLD (3 SLOPE TILE TO FLOOR DRAIN FLADMINO MATMIAL LG6I`ND 1 cAR+°er nLe ® LwousHEn TILe ❑ 5F?e£T VINYL RESILIeNT LVT F-1 VINYL TILE ERAISM PAVM SYSTI N 6YPGRCTE F-1 LWINISHM SPACE DESCRIPTION BRENT A McFARL" AR -2561 W W1 iN -� iiFirm� - ��CI - --' WALL TILE D • FLOOR UNPOLISHED TI-E / F2 RESILIENT LVT J 3 F3 CARPET TILE _ r SHEET VINYL ® INS ®t•ENI% CONSULTANTS: F6 VINYL TILE (<3s 7sz -4544 SfRUCTURAI ENg1EFRNG F' GYPCRETE G2 C C1 CEILING TEXTURED t PAINTED GYP. BD. C2 24' X 24' SUSPENDED vA Ci CEILING TILE SYSTEM 205 206 207 C3 OPEN TO ABOVE J STRUCTURE F5 NOTE: G2 EXAM - STOR B BI rreif••il B2 PAINT GRADE WOOD B3 /..a■ I1.rrr G2 iiii I TILE F3 � EXAM B3 F5 WI - 2D I.T. 53 F5 WI GI 210 211 EXAM B3 F3 WI v PROCEDURE 55 F5 W1 G2 P 1.2 211A ATTIC 83 Is loom no ■■ �I Be F5 WI G2 213 UN15EX 54 F5 WI W2 ■i 214 215 OFFICE BI II�IIw� NI C12 GI G2 216 NM E35 F5 WI G2 219 all WI W2 Cd 218 PROCEZNUl w 1041 218A 219 ATTIC 85 F7 WI GI EXAM ■ F5 WI G2 ya� 220 HALL 83 F3 WI G2 221 EXAM 53 F5 �� G2 mill-1 222 EXAM SS F5 WI 02 J 228 224 ■'I'LL %u� Fb �'�A Gi UTILITY 55 V:�� WI GI lAJ 225 226 HALL 83 F3 WI -J.��1 BREAKRM 53 F6 WI G2 W 229 I 51 Fl WI G5 -j 228 224 STAIR 51 Ft WI G3 HALL BS F5 i� •�� Z 250 251 LOOKER 53 F6 ■� G2 RECEPTION BI F5 NI CI O 252 CONFERENCE 55 F3 WI NN C� 235 254 ADMIN 53 F3 WI G2 UNISEX 54 1`6 WI, W2 GI L " "I��y.�� 255 256 EXAM B3 ■ °.�i 02 NURSE iiii■ F6 ■■■N�: G2 237 UNISEX ■ 1 ■ ®■ Wi, W2 GI 258 234 LOBBY BI FE Al GI, G2 NURSE E35 F6 WI GI 240 MEN 54 Fl WI W2 2A ANI 1 25 �) 51 F3 YU Gi 2G 241 MECHANICAL 51 _ WI C WOMEN 54 FI WI, W2 GI 242 245 WOMEN 54 Fl (i• GI UNISEX 84 F4 Wi, W2 GI 244 UTILITY BI F2 WI I•i••/■iiil 245 246 OFFICE BI F5 WI 02 HALL 51 F5 WI 249 EXAM BI F5 WI ck 248 EXAM logo F3 W1 mammal 249 PROCEDURE BI F4 WI G2 249A 250 ATTIC BI F9 WI GI UNISEX 54 F4 WI, W2 cil MEMO EXAM m0_1 .. FS Wl G2 EXAM I� F5 WI G2 �© 253 I'� BI / WI 02 loans • I ■!�R UNISEX sonal F4 WI, W2 PROCEDURE BI F4 WI ® 255A ATTIC BI ■ Wl GI 256 OFFICE BI F5 iii! 257 EXAM 51 F5 WI 256 254 HALL 51 F5 Al G EXAM BI F3 WI 1--m. 260 UNISEX E4 F4 �i GI 261 STAIR BI Fl WI G5 262 WAITING BI F5 Al iiill 265 264 BREAKRM BI F4 WI III II�iNI� WORKRM BI F5 WI AOry 265 NURSE _ , F4 Iii ■ ■•11 266 � ■l�J 51 ■ ■ilI 02 1_ ��I�� 1- �� iiiii�■�iiNEI � Iii■■ii■i■1 urru=r�. o ia■crrs•a� ■��:, � � '� I ■11i•• / ■ ■ ■ ■ ■ ■■ ■ ■ ■iiii•• ■ ■ ■ ■■■ ■■I ■ ■ ■1 (I�� I� 1�1� �■� m•■•e� IIN�■ ■■■ +trwrrrrrrrwrurrre 1.1 /i ■ ■t/N ■iiii ■ ■1 ,., N■■•■■■■■i■■i■■l I) Omni, Z ,gyp /IV ii ■ ■ D ■ plll■• /�/IIIItt�� ■iiii ■•I 'q r■■•• ■ ■ ■ ■ \iiii■■ \i■i� s■ ■ ■■■�■■ ■•i■N■■ ■■■N■ ... iNNI N ■� ■11■ ■ ■h■IETJi■ ■i;:ti:lii ■ ■■ ■ ■ Mau ■i■ ■ ■■■ ■■■■■■1 ■ ■ p■■■1 ■i•1 ■ NMI ■•....a OMEN ■■■■ ■�� ■��Y■��■■■■■■ ■ ■i ■ ■i .rrN ■ ■ ■1 / ■■i \■■ now �f■■ ■ ■■1 / ■■ ■■■ ■ ■ ■ ■ ■ ■ Ell ■ ■ ■1 II II ■ ■ ■ ■uiMe� ` \ ■ii■iii■ii■iii•■i■i■ �\ii_iii■ ■• ■ ■•• ■■■■ ■ ■i ■iiii ■ ■�liii■■ ■■■ii�■Ili■i■■i■ ■I/■■m■ ■N• ■ ■iiiiiii■1 ■•• ■■iiii ■•il ■1 ■i■i■■i■ii■.•N• Ni■N ■■1 /hi■ss II I' li �) ■� wr t ::■iini�aiN ti■■iir- ■ YiiN•t t• ■�nounIH•t %N��1 ■•i• ■i••i■■•�i . /■��p.. - -- ■■ii ■il �a, . 2 ■ii•� _ - - - -- - 1■■i /ii- ��t� liter =- tii■ill i ■■■ ■i•�1Elmo! Hi•■•i -- 7�■•ii•■ 1 ■ ill■i ■ ■i ■ ■O•■••■N Bi■ ••••■s II I) n■i•i•� m ■iii■/ IIm�I6S ii■••i= I/■i�f�'aE s•••�l lIiiiwLNw■:6 ■1 ■1 �� IY.G O=IlMi ■■ II 'f■i■■i!' I[��>!>li� ■■ Ii�iiii ■ii■illlti I ■i►iii ■ ■ ■1il ■r "C7 i I ii•i■■iiiir lu ii;i;i;www..:i� i��;�1i��1��• _ _ .rrrrrrruuw ©i -� swrrrrrrcr. 4 sa PLAN NOTES (D USE TRANSITION STRIPS Hl ALL CHANCES IN MATERIAL.TYP. 02 METAL THRESHOLD (3 SLOPE TILE TO FLOOR DRAIN FLADMINO MATMIAL LG6I`ND 1 cAR+°er nLe ® LwousHEn TILe ❑ 5F?e£T VINYL RESILIeNT LVT F-1 VINYL TILE ERAISM PAVM SYSTI N 6YPGRCTE F-1 LWINISHM SPACE DESCRIPTION BRENT A McFARL" AR -2561 W W1 iN -� iiFirm� - ��CI - --' WALL TILE D • FLOOR UNPOLISHED TI-E / F2 RESILIENT LVT J 3 F3 CARPET TILE _ F4 SHEET VINYL ® INS ®t•ENI% CONSULTANTS: F6 VINYL TILE (<3s 7sz -4544 SfRUCTURAI ENg1EFRNG F' GYPCRETE G2 C C1 CEILING TEXTURED t PAINTED GYP. BD. C2 24' X 24' SUSPENDED vA Ci CEILING TILE SYSTEM 205 206 207 C3 OPEN TO ABOVE J STRUCTURE F5 NOTE: G2 EXAM - STOR B BI rreif••il B2 PAINT GRADE WOOD B3 /..a■ I1.rrr G2 iiii orrt TILE F3 G2 1 EXAM B3 F5 WI - 2D I.T. 53 F5 WI GI 210 211 EXAM B3 F3 WI G2 PROCEDURE 55 F5 W1 G2 P 1.2 211A ATTIC 83 Is loom no ■■ �I Be F5 WI G2 213 UN15EX 54 F5 WI W2 ■i 214 215 OFFICE BI II�IIw� NI C12 GI G2 216 NM E35 F5 WI G2 219 all WI W2 Cd 218 PROCEZNUl w 1041 218A 219 ATTIC 85 F7 WI GI EXAM 133 F5 WI G2 220 HALL 83 F3 WI G2 221 EXAM 53 F5 W1 G2 222 EXAM SS F5 WI 02 J 228 224 UTILITY 83 Fb WI Gi UTILITY 55 F5 WI GI lAJ 225 226 HALL 83 F3 WI -J.��1 BREAKRM 53 F6 WI G2 W 229 I 51 Fl WI G5 -j 228 224 STAIR 51 Ft WI G3 HALL BS F5 i� •�� Z 250 251 LOOKER 53 F6 ■� G2 RECEPTION BI F5 NI CI O 252 CONFERENCE 55 F3 WI NN C� 235 254 ADMIN 53 F3 WI G2 UNISEX 54 1`6 WI, W2 GI N 255 256 EXAM B3 ■ °.�i 02 NURSE iiii■ F6 ■■■N�: G2 237 UNISEX ■ 1 ■ ®■ Wi, W2 GI 258 234 LOBBY BI FE Al GI, G2 NURSE E35 F6 WI GI 240 MEN 54 Fl WI W2 2A ANI 1 25 I.T. 51 F3 YU Gi 2G 241 MECHANICAL 51 F2 WI C WOMEN 54 FI WI, W2 GI 242 245 WOMEN 54 Fl WI, W2 GI UNISEX 84 F4 Wi, W2 GI 244 UTILITY BI F2 WI GI 245 246 OFFICE BI F5 WI 02 HALL 51 F5 WI 249 EXAM BI F5 WI ck 248 EXAM BI F3 W1 G 249 PROCEDURE BI F4 WI G2 249A 250 ATTIC BI F9 WI GI UNISEX 54 F4 WI, W2 GI 251 252 EXAM BI FS Wl G2 EXAM BI F5 WI G2 253 EXAM BI FS WI 02 254 255 UNISEX 54 F4 WI, W2 PROCEDURE BI F4 WI G 255A ATTIC BI F7 Wl GI 256 OFFICE BI F5 6 4 sa PLAN NOTES (D USE TRANSITION STRIPS Hl ALL CHANCES IN MATERIAL.TYP. 02 METAL THRESHOLD (3 SLOPE TILE TO FLOOR DRAIN FLADMINO MATMIAL LG6I`ND 1 cAR+°er nLe ® LwousHEn TILe ❑ 5F?e£T VINYL RESILIeNT LVT F-1 VINYL TILE ERAISM PAVM SYSTI N 6YPGRCTE F-1 LWINISHM SPACE DESCRIPTION BRENT A McFARL" AR -2561 W W1 WALLS TEXTURED k PAINTED GYP. BD. W2 WALL TILE F Fl FLOOR UNPOLISHED TI-E ROOM NAME F2 RESILIENT LVT J 3 F3 CARPET TILE 201 F4 SHEET VINYL FI, Fa F5 SHEET FLOORING CONSULTANTS: F6 VINYL TILE (<3s 7sz -4544 SfRUCTURAI ENg1EFRNG F' GYPCRETE G2 C C1 CEILING TEXTURED t PAINTED GYP. BD. C2 24' X 24' SUSPENDED vA Ci CEILING TILE SYSTEM 205 206 207 C3 OPEN TO ABOVE J STRUCTURE F5 NOTE: G2 EXAM - STOR B BI BASE STAIN GRADE WOOD B2 PAINT GRADE WOOD B3 6' RESILIENT VINYL G2 84 3' X 6' COVED CERAMIC TILE SC, 6' FINISH FLOOR PLAN - SECOND LEVEL 5CAL6 UV • P - O• NORi11 FINISH SCHEDULE BRENT A McFARL" AR -2561 O Z �Q STATE OF IDAHO L-'.. 0 °- ROOM NAME N m O � J 3 J 0 201 WAITING - PLAY BI FI, Fa W1 GI, G2 CONSULTANTS: 202 VITALS (<3s 7sz -4544 SfRUCTURAI ENg1EFRNG F5 2M 233 50 Ill /20? 1250 G2 (801) 298 -8795 204 UNISEX 208) 233 -050'. Fb vA Ci .nano 832M '208) 232 -4.39 205 206 207 HALL P1514 F5 rNI'INC2 G2 EXAM - STOR F3 GI, G2 CONSULTATION F3 G2 208 HALL F3 G2 204 EXAM B3 F5 WI G2 2D I.T. 53 F5 WI GI 210 211 EXAM B3 F3 WI G2 PROCEDURE 55 F5 W1 G2 P 1.2 211A ATTIC 83 F9 WI Gi 212 EXAM Be F5 WI G2 213 UN15EX 54 F5 WI W2 C 1 214 215 OFFICE BI F5 NI C12 GI G2 216 NM E35 F5 WI G2 219 WI W2 Cd 218 PROCEZNUl w 1041 218A 219 ATTIC 85 F7 WI GI EXAM 133 F5 WI G2 220 HALL 83 F3 WI G2 221 EXAM 53 F5 W1 G2 222 EXAM SS F5 WI 02 J 228 224 UTILITY 83 Fb WI Gi UTILITY 55 F5 WI GI lAJ 225 226 HALL 83 F3 WI G2 BREAKRM 53 F6 WI G2 W 229 ELEVATOR 51 Fl WI G5 -j 228 224 STAIR 51 Ft WI G3 HALL BS F5 WI G2 Z 250 251 LOOKER 53 F6 WI G2 RECEPTION BI F5 NI CI O 252 CONFERENCE 55 F3 WI G2 C� 235 254 ADMIN 53 F3 WI G2 UNISEX 54 1`6 WI, W2 GI N 255 256 EXAM B3 F5 WI 02 NURSE 55 F6 WI G2 237 UNISEX 134 F6 Wi, W2 GI 258 234 LOBBY BI FE Al GI, G2 NURSE E35 F6 WI GI 240 MEN 54 Fl WI W2 2A ANI 1 25 I.T. 51 F3 YU Gi 2G 241 MECHANICAL 51 F2 WI C WOMEN 54 FI WI, W2 GI 242 245 WOMEN 54 Fl WI, W2 GI UNISEX 84 F4 Wi, W2 GI 244 UTILITY BI F2 WI GI 245 246 OFFICE BI F5 WI 02 HALL 51 F5 WI 249 EXAM BI F5 WI ck 248 EXAM BI F3 W1 G 249 PROCEDURE BI F4 WI G2 249A 250 ATTIC BI F9 WI GI UNISEX 54 F4 WI, W2 GI 251 252 EXAM BI FS Wl G2 EXAM BI F5 WI G2 253 EXAM BI FS WI 02 254 255 UNISEX 54 F4 WI, W2 PROCEDURE BI F4 WI G 255A ATTIC BI F7 Wl GI 256 OFFICE BI F5 WI 257 EXAM 51 F5 WI 256 254 HALL 51 F5 Al G EXAM BI F3 WI G2 260 UNISEX E4 F4 WI, W2 GI 261 STAIR BI Fl WI G5 262 WAITING BI F5 Al G2 265 264 BREAKRM BI F4 WI WORKRM BI F5 WI AOry 265 NURSE BI F4 WI 266 HALL 51 F3 WI 02 BRENT A McFARL" AR -2561 �t �Q STATE OF IDAHO W Q� Q � CONSULTANTS: wuEU Dma4 WM DESIGN 5 Sa;th 500 Wt o9m. UT (<3s 7sz -4544 SfRUCTURAI ENg1EFRNG STRUCTURAL ENGINEERS C uRU 2M 233 50 Ill /20? 1250 11hA, B401 6auntllU, Vt� 84011 (801) 298 -8795 MEOW" ON NG ENGINEERED SYSTEMS ASSOC. 315 wl Centr Potet•80. kMo 63204 208) 233 -050'. Fya (so!) M -0529 vA 1P23 E C•nts St, Pacotdk, .nano 832M '208) 232 -4.39 Fm (208) 232 -1435 Z ul 3 +r► 9 �z RMON: DRAMA! BY, JOB NC GDR 424 7WOID:D BY JRW DATE NOV.41 PLOT DATE: 10 -26 -12 DRAWING NO. RIf: 424-- 2 --F 2 • FI.2 P 1.2 OF 6 .\A PLAN NOTES A L FINISH SCHEDULE La W m z Z � O W O J O O W 4 w i CK ROOM NAME m L� 3 v J 301 TOYeR - - - G4 W 304 STAIR BI FI Al GI > W 30'T ELEVATOR BI FI AI G3 J 306 LOBBY BI FI AI Gi, G2 0 3041 AOMEN 84 FI AI, A2 GI EL 310 MEN 54 FI AI, A2 GI Z 335 HALL BI FI AI G2 ~ 55-1 STAIR BI FI AI GI DESCRIPTION B BASE W Wt WAILS TEXTURED R PAINTED GYP. 8D. 81 STAIN GRADE WOOD W2 WALL TILE 82 PAINT GRADE WOOD 83 6" RESILIENT VINYL F FLOOR 84 3" X 6" COVED CERAMIC TILE Fl UNPOLISHED TILE C Cl QUILLING TEXTURED t PAINTED GYP. 8D. C2 24' X 24" SUSPENDED CEILING TILE SYSTEM C3 OPEN TO STRUCTURE C4 E.LF.S. NOTE: 9 jo t.i . ISrt2* -iLi 3Li 'ON 3NIMY80 'mot -tf-4i t3lVG i(nd ava -A ¢3)03�0 bZt Q54 ON 8x A8 WYK, -FJQsva z z hl ul h n � r rn a srai -Zfz ,eoz, n; 5fv5 -3£L (8aki l5 ni+e� 3 CZbt 'alit :7463 -43 A, Id aw-m fwg8 'AM- vz iCZt� a o`o gli '3(YSY Srflits C3ti� �eG �NllC�Nk'M'Li H'�4i3!!1 fi6i &- (E`J6) tizl +� 04Li 4:++N SN.s'3!kJNi MBfit^<!{riS DNW33N SSft'dd8 e.3MHVi G lYWUDrALS MY-ZSL �Sft; to '�- s oa9 :nos st. rxlis3a �3nei RDMQ D _0 D rm OHV(H do KVIS t9SZ-97 OWIW: M Y A388 1 t i� LEASE F CONT. �to'iatran _ !VnatS 136 ttii Smrage 137 �t t- ��thrisex eamtaom 138..__... YPWyhoux 139 e t t It ?Wattin9142 E z JR —ption 143 -- s f Y E z { tCepp Center 144 =9:tc a NO, —1; & ebw, toe— l— Santa F, Sul ll PUBLIC SPACE 1 ST FLOOR tK, Ciene2, NPYZs LEASE F ;J au -.cior '.T-; ;rzsa CmYn 2116 COO, : =inS varaEo-Gvar Dc,can wo—; ie {� 30 Roaring :Block Print QN JNIM"(1 Zi -t£ -Oi ;31TC 101d fit AONON ishaw Conti G� 3'cUp - 3LV0 tAe mN33}p 4L4 ?5at.n N�Q 4N 80P z8 Nevaa Cabinets iLegn�V, enge N' 'Legno S ^, %entt6 Dackor3D Lamfnata,5 SoBlberg 1nduSfne,S Counier1011, iAfplrte Passage 1844K -05 A,ipine Passage Laminate Wilsonan HD �rasuQ� m Ft h Brie Block Print 591,2 tpi,gna d 7 ?761 Ga pe= Tile ;Shaw Contract wrcup ' ?'a! 001,07 a*1er is karg X ISalm Pain! ;Shermrl tN'dhan' Cabinets _egno V^ e ge l Dd�k9C 30, ammales 5oe berg lnd�_ :. es 7oantertop IAlp,ne Passage - 1844K -45 k1p..ne Passage LaT rtafe 'Y E50'Fatl HD f Utility 223 M Metallo =TM 71188 C vrttz'aoz: �e 6"ti -life {)Oi' ,`1. - -;„✓i Cvi ,0r 3 £L8t �i atsc -r£z fwe} xct ;eso -£cs ;ate= t3L£9 0+191 'WW�E *.�✓J f M 5t£ ';%SS°: SY43tiAS Ci3tt3�rf}:F3 {q �ce-�z iaa; Nall 225 Fa ,0rsnc tG2l iDOiN fb"SF W�str :T" Eng2.Kd -71781 '3fYfi� ssftrere tl3NWi Si53 -ESL ( ^aCr) •Coca- isw Cos 4-S Ws"t 'anoi 1*va:TC01Dr 991sw rt#'Wi tSf.NVil(ISN03 is 1A, 01T23 Saran b2 i Sherwin VV.illarns D Breakroom 226 Fioo ring Metallo ,TM 71186 .- - , 186 :T_ Market 'A'a.- Color _ _ _ - � Jircertam Grap I SW 6234 M Pant u cn Cabinet, Legno Wenge N7A IJIIVttt �7V W4 ill M -9V 0RY1M_N 'V JKRM Lq\ 11) X II > n z >c x General t,lote, ale wall Z hard ceiling temure to ce a light Santa Fe Finish- LEASE A Cont. Company IType Col -Timsh Iftem #/Dim. ;item Name IApplicallon Location LEASE A Roaring :Block Print 159572 ,fd -71761 Carpet Tile ishaw Conti G� 3'cUp V'al Color 'Pewter Tankard SVv`0023 ?5at.n Pain€ SNIL, erwin'AAliarrs Cabinets iLegn�V, enge N' 'Legno S ^, %entt6 Dackor3D Lamfnata,5 SoBlberg 1nduSfne,S Counier1011, iAfplrte Passage 1844K -05 A,ipine Passage Laminate Wilsonan HD m Ft h Brie Block Print 591,2 tpi,gna d 7 ?761 Ga pe= Tile ;Shaw Contract wrcup ' ?'a! 001,07 a*1er is karg SIA, 0023 ISalm Pain! ;Shermrl tN'dhan' Cabinets _egno V^ e ge Ilegn, VJenge Dd�k9C 30, ammales 5oe berg lnd�_ :. es 7oantertop IAlp,ne Passage - 1844K -45 k1p..ne Passage LaT rtafe 'Y E50'Fatl HD f Utility 223 Foon :a Metallo =TM 71188 1710, 71188 Vinl Tike ,c Market t ,`1. - -;„✓i Cvi ,0r Pewter Tankard tgLti fYi,23 Satin Paint :Sherwin "Iaa(iarrrs i Nall 225 Fa ,0rsnc Block Print 59572 Eng2.Kd -71781 Carpet Tile ;Shaw Contract Group 1*va:TC01Dr Pewter Tankard is 1A, 01T23 Saran Paint i Sherwin VV.illarns Breakroom 226 Fioo ring Metallo ,TM 71186 .- - , 186 :T_ Market 'A'a.- Color _ _ _ - � Jircertam Grap I SW 6234 sa. :., Pant `,herw}n ,1011 ams Cabinet, Legno Wenge N7A Legn., Wenge jDackor 3D Laminates {Sticbe r ;ndusmes Countertops ,4!p;ne Passage _ 1644K -45 Anne Passage Larh:nate �— �'Ailsonart ND i 6acksp:esh Arden xS 13130" 3?6 Cream Gera nil T;la i;,n i Sacks Nail 229 Flooring Block Print, 59572 Eng.aved -71761 Ca. -.et Tile ;Shaw Contract Grout ,A'ali Color Pewter Tankard I SiN 0023 Satin Paine 1Sherxtin %Ni€hams Locker Room 230 Flooring Metallo TM 't a8b TM, 71 i88 >Vrnv! Tile 'To Market !hall Color Uncertain Gray SW 6233 Satin ;Pant 'Sherwin Williams Cabinets Legno At enge N ;A Legiw Wenge Dacko: 3D Laminates ',Sueinerg industnes Reception 231 Flooring Block Print 59572 Engrtied -71?61 Carpet Tile Shaw Contract Grout "Vale Color Uncertain Cray SW 6234 iSa"n Porn - Sherwin Williams Tram iBase- Crown.. Casing; Rift Sawn Vdhita Oak - NiA ,Finish To be Prouoed by Milieu Wow 780 Cabinet Rift Sawn White Oak IWA iF;tish To be Promoed by Mil)eu 4 cz ?8D Countertops - Sussex 2095mm ;Sussex Quartz Cambria C-4--o Room 232 FI—Q lB!ock Pnnt 159572 En [aged -71769 Carpet TO. Snow Coniraot Gr�u ,Naf! Color €Cityscape 1SVV7D67 I Sarin Paint hanv!n VYtiliams Cabinet ;Le no ihenge I NIA Latino Wenge Dackor3D Laminates Soeiber3 lrhiustries t Co untenops lcatalys2 15C60 BNBhed 5'It'RC Laminate LaCKh -4lt lei.;, Admin 233 Rooting Print 159572 Engraved -71761 Carpet Tic Snaw Contract Group Wa!i ao: ;Cityscape 151 ^� 706T iSatin Palm 5nelwin V,,Wlarns j CaNnet _ lLegno Wenge jNrA Leg no v.'en se Dackor 3D Laminates Soelberg Indastnes i 1h.,6:int3',nGps f7ata;yst :5 .)n, ;BFmfihed Ji;tef Laminate Lar',ni A; i Unisex Bathroom 234 Fi:}L'nM MatafiC , 11 &d 177,1 71188 ._ V:nYI ?tie T3 Market _ "Val! Colo° ICttysCape S'.1"'067 ._� ;Satin Paint Snerwin Williams Vvaf, Tiie ,r'at�d4>ri AS 1 -1 136 Cream _ Cera!nit Tile Ann Sacks Exam 236 Rooring Block Print 59572 ;Engraved -71761 Carpel Tile jShaw Contract Group V,. ail :Pewter Tanla;u SW 0023 `Satin Paint 251*'x lS`aanvin b4'i(liams Cabinets iLecno Vvenge NIA. :Legno `r ^ienge 3D Laminate-, iSoelberg (industries Cou`ntertao .';Aip7ne Passage 1544K -45 !;;!pine Passage Lam ale, i`Jrilsonart HD Nurse Station 236 Flooring -Metallo Tfa1'T18$ =7SS 71788 Vmyi Tie ;To 1119a[ke; 1 ^Jac Colo, IcItyscape S11v' 7 - ;Satin Paint iShe.^.vi ^":JII!iams CabmeMS 'Legrro .ti enga NfA Legno 'IAenge 1 -ackor 3D Laminates SOeiberg industries Caunteltop ��ata` :gst 5G(t'n Brushed Siher Laminate Lamin4vi a Unisex Bathroom 237 FlOOnng !Metallo TM 71188 - 'Im 71188 ��- Vtnv€ Tile - -- To Market ! Vda'I -o!0: 'Cityscape S4:o 7067 :Satin Paint rSharwirr YJiiliams ''tall Tile Arden AS "8136 3k ',re am Ce;a,ni ^, Tile ;Riii7 S.KS _t Nurse 238 FI =:mew IMelaflo ;TM 7t 188 TM -,188 Vinyl Tile "o Market 'A all Color - tyscape '6th %457 satin Pantt bFr .+ n VPia- Ties Cabil� ends L egnc Wenge `Nt.A L °gnO +tienge Dackor 3D Laminates So- berg ndu_t;ies CounieRop Catalyst 5CJ6J Br1.3S, ;ed a: u?' CalT3Ridte dmin-An 1 MechanicaI 2A IPxnng Metatto !TM 71183 'R,,4 —8E IVtml Tile To Market ,. w .,_ �.r ,.1 S3V(l --� General t,lote, ale wall Z hard ceiling temure to ce a light Santa Fe Finish- LEASE A Cont. Company IType Col -Timsh Iftem #/Dim. ;item Name IApplicallon Location LEASE A 30 PUBLIC SPACE 3RD FLOOR Lb �Appht All Tn. je C,-,I C "i,ii Cahl "91 Item Name I*. WDim �CW.Ornush Type Now IRA C-l' Man, Oak PL F, act U, I'm— ill�i i Til lirnpre'skaI -- -° Gnd n"i .. a.fi. rprJ LEASE 8 ="Dan jApplica --T- .All Ceilings AM Doors F6i;F Application nim, Do,,jrs Ease Iftern Name Impressil r ;4134 - "Chen, At `I_� �ColorlFimsh 0,ste- If pIn lie, !Sr,, T. be, Pro,oed D,, MS :Finish -I o be Pded try WIre. -e Til L'122�___ I'Vood ;Company Notes ;,4mvonQ Grd tc m.n'r !TBD T BZ,, ON DNA"(] MAIN FLOOR. *all Tile -Ior Flooring 'Aal Colo, Fioonng 'Nall Color apie I'm* e5c. P�wler !an* al�j_ Print IDe5er? 7"il'ohl :o,-k PrInd Tankard p sv% DS_ -!37 59572 7-VV Oil S 23 ,berry hdectwal Grel,-S.mf Glass I ch, X X Eng,ilaal 7176 1 sv: -:E grated -?17v (Satin h Int :retain( I Re 51E ev L parm �-_inpe. lie paint Ca Paint [MarnmgT i1com, memnik Sherwrn Gat Tfe �Nlaivph,, 'Mam Sherw,, 'i, ;Shaw Contract Groiic isen.'amir. Mcane t Gmup Sh4 in WOams :31YO '-AG OVOIC St.— 304 IFt ... se.sin C M? .-,he 24 jp�Wna Re'lie jun;ool,'Ied Tile [Unisex Bathroom 243 4 Utifity 244 F.W, h.na� 'BE TBD re 11 M� �S Act. E Ere Nato( 307 CefafiieOe %9�S 7S 21220-i2 2. 1p,mennn'. �.le Tll� R D'I Til, ;Office 2 ati :.Etter oy, sn,4i pill'bu,qn 'Paint mm_ Z,,, e 7 308 la,ams,,he Wan C.111I 24 �F Tile _:10�0 !2 hnn. RI, Unv,,h,h_ pa,ni jr., T,,k jpth� ngh paint I Exam 247 Fidoang eiak �ih �t 5S,572 jErgra�d-71761 Ca met TIJe 'Sna. Contract Gm,tp CeIni. AV_q! Ti-nin Circle, FI.,h TN,.I.i C'.1 P4�, ce�hhq S,I't.m Gir", T_ Wall Colo, Pewter Tankard �;7, 6023 in Paint snehnn Williams Cabinets !Cnerry To be Prodded by Mdrec Wood TB11 . . ............ . . C.-Uraertop N, 1, Cabinet$ Cor.tedop an CoIor Cabinel, cocmm.iop iD�e pstxAgane Pewter Tankard l� �_fwm' :Deepstar.Agale ie Gh:, Tankard z DEep5tat ngaIs �"22 teis.35 5621 - SlV ✓'32' N A jEngnaeat-71-61 l Satin Fmnln To ae Pm,ide a by Wbeil jceepsla! agate �nen,,, atn 'sh TD De Pfc,tcled by Milieu hi ceepstar Agate Carpet -lie Shaw Contract Group Paint Siewn, 'All1fiams wood TED Lam!"' "A ;sonald inngton Commercial pa"'I !: Sherwin Wflbams INcod TBC Lamhate I✓Msonaft HD W.- jC_,-.hehe ;T-T'92120 12 24 JP,a1h- Rsa a Unpoh,rJ 111r, IS., nie T 19 Ts C, Exam 248 2 11 'cr;,11 --,>a,, oincen.", G,,, S11,1234 viil.nrS X S'na'.- olcti z- E, Gl I �Cvnrl Tie li, . . . . ....... �Rht Sn Whit, 04, NA �Fill�lt: T, n, BID, ��o.:!�,g, 11,11m a. 350 ilarocedu e 2411 i Me Ws Bath— 310 jFinn,i h. '4 p"11cnlin, Re.le le tu> tu ttieSS S ti. TEG i Nail CDI,,I U1,11M.101 G., _, 9L 6234 tik P.0 lsi ✓glain, RdIe,Ih. 3q are 01M�- . F - ,Ont-,Iunn Gray Seri, Gli,11 I' Tile Dal TIIe Unisex Bathroom 250 Ficann a grove 5625 Sheet Vinyl Commercial Manningtoi C dither b nO, ........ .. RIP Sawn VWd, Gi N,A F�nl,h Tc, ne P,d-d by W V1,nW 350 TF D ,Ivali Coic, SIA 7067, ISatin paint Shelwm Williams _�C�y��ape �Nal Tile SqAe 01.0j 3)z IkIchnectiral Gney-Semi Glass Ceramic Tlie Dal Tl!a z HaAl 336 - ----------- ---- i"'aa ""i - 337 1 jr'adnignn, --- 'ner Sne'll 1C I� Car rhie,�he I. 99$19,'Z,2120� 12 24 RraIe intMI,hed T�lc llp`v r, I P1 "Sr.'�_1211 12 e 1`11 L`111� 7-111, =R ea pin"! 993£ 752529 -12 24 jPlanna Peitie Unrh,led :Fi 7 jq� Tile 24 jF,,l,,Innna. F D,, Tir 0.: Tice Ffnlb� F,"If Cal TI� Me- I N.Iincl TBO, I JEkam 251 Exam 252 i8lock PnM C�,;aTf, ;Wf [Sha. contract Graup 'Nall Colo, iPe,�ner Tankand isann paint he. nilvffl, , s CinatW.s NA I Finish To D. Prodded by Moiel.i 'A, 000 5815 -35 !Deepslar Agate Lannnate jW,Isoha,-, HD jBiock P,,W, 69572 Elm Carpet -;its ShtLcoritfaV Gmup pewter Tankard sm ClIn Paint $heiwmWih,a__ Cabinets Cherry._. Fnimh 7, he Pro.dea _35 ID"to" III Mill't, EArarof Haaj I'M C_ip na Countimop le T877 5-;;pSta, Agate Laminate Msonaft HD P c, G. rai Not— -It & bard lInq lextnle, in he I )m Sann, F, 'A .01 ha. k.e! ",.!I, tin 1:11nn� Detail, ca CII C" PUBLIC SPACE 2ND FLOOR'A"M Fmi,r4 St� TeD 'Exam . __�53 Unisex Bathroom 254 P�,.ced.re 255 irma Black phqz �w 59,12 Ehgra,�J� 1-61 Carpet Tile Shaw Contract Group "all Calv Pruner TanY.atd �S, �00�3 Satin Paint iShefwin Williams Cabinets Chatty s Fn A inst. To be Prodded tne Mfi!eu Wood _-,ounjanop J��iWetS? I �Als W I �.nrnnate A"'Isonarl H(,' -------- Floonnn :Maple Sid-& 1Nall L:oiol cayscape 5625 ic -eme Sheet Vinyl JIManhinTon Commercial she-in W,Ynims Wait TO 3X6 Afch",Wal Gey-Sem, Gloss -�eamnc T ie L'x Tile Floonng - (Maple Grote C.10c Irewter Tankard 7� OC23 S. Paint she-n Nllliams T4 A IF,msh To be Pr o by Mmeu 1, md JTBD -,I-za Igor -A IDzi,k .1pp, roIpi_d '15 nut 3 £Zin iffDIADIGI�Vd snasks 63eDmw, tic" cl j lt� oq,' a-N U'. SMWIN3 01,11l TMU-TWIS 4� > _TIPai_;z. It— Wine [item vDi., �C.IFsh icurn"ny ------------- Ali fl;; _T, W P:, n, M, 1,�, .... ..... .. ... SECON D FLOOR. S..W MA sa, -2 Ti� S,_ - ------- sw,,, T !Gi.hziI 224 i . ........ 99�Il ` 9-,12G 12T 2� D�� T., . .. . _.._._ °._., .._.. office 256 Eiam_�E_ (Exam 259 Cauntedop 11 jpepstar Agate 1',IiLlso-d HD Floating Block, phM, 59572 E22ra�0-71761 i icarpet Tile Contract Group iSMV,r, W.fl C.I., 2137-40 paint Moore Floonng [Block Print 5957� lEngratd-71761 amet I, 'aw Conti,act Gm.p Wait ;.,Na [Pewie, Tankard S!1'' W23 : paint Sherwin Williams Ca jcr v Md,eo N A Finish To ve Pnooided ti� 'Nood Imc Cotimallap :Dee star Agate Deepstar Agate Lammale hNOsohad HC jElxk pndi .1761 Ca,pek Tile ;Shaw� Contract Group Sall Cola, 'Pewte! Tankard Palm ishiew','l Miti ms Flooring BlDck, print 513572 jEngrawdJ1.761 Catpet Tile I Gmup Nall Cob� Pewter Tankard _,S'Ae QC23 IS31'ri paim sherw,n "Millanns n ft 5,1 416 5 Cauniets Cointedop IDeepsta, Ap!e Raching Glo,le Wail _010, 00,,sc.ape e V'vall Oe �Rll .. Ouse Square Fioopnq prim wier '&all C"A., Pewter larikwo Doc, i N'A 181535 25 S '�� 1,367 '72 SA' CW,123 RGG-_�8 Finish -a be Pnmid!�. v �Mtkeu Deepsiar Agate Cherry hii rchnectu,ral Grey-5emi Glass Engfa,*J--, Satin RGG_5_- "wood Street Vinyl paint Ceramic Tile paml class 781) Wilsonarl HD MarnAlnold +, S I! Wifi,ams Shanxi 'Da� Tile Shaw Cantlact Gna.p Mliams `Ouiwater Plastics i I I I a3_11h '134 �Nf 11 111r, "im rum fcll �Tll_ . ................. W [5!.4122$ lit 79212(..` ,4 jPrr,!! Rk, 1,1tru lo.� T", Unisex Bathroom 260 iSLMY11(t5M6� `^ 1p t D"� 7 ,, jci��L' Ten is > 36 -m W. 242A jnt E -------- --- 1= __aLLn 12 2a . . . . ......... ...... . .... . . ........ Nett .. .. ........ ..... - :T. T., lWailing 262 Breakro,arn 263 Maple Gm* 5626 l�rierri -1-1- Sheet vnlyl iManianglon Commercial livali 0,1� lLaeeit Twilight 4 �7_4�1 _P_d�dbv lBenjamin mo.�e Cahinins 'Cherry NA, lFnssh lo be MI IQ �K45 Alpine Pass _aminaie .'.b'iisanart HD ELc splash 01093x& !r,ctniechral G 'reySehrk Glass Ceramic T* iDai Tile 0 M M Ti Su 0,10 316 A,, G-' �, ------------- L_± e Ca* t,i A ............. ........ ....... ... - W.'s IWh 240 -921.� 1� 24 Sw ,Zu 4rEz, w� -- - --------- . ........... . . . . . ........... .. . Ti T" TSD Tec Ti, lWork Room 264 '6ti Nurse 265 slock, pf'M carpet Tile Shaw Contract Group vail Color Deseri Twilight 2137-40 Satin pinot Bertram Eaann,,,ls Chenir 1`1 A Wwt, IWvo TB:) onumenop 1,1p,ne P ... age I ------- 'Waschan HD Ficialing 5625 V,ilyl Maniungtor, Commercial 'Wail Colo, Pewter Tankard SW 004 Satm [pa'm S,1eivhn,.1vlH,ams atmels Cabinets MF Finsr. To be Pmnided thy Mine., Wcod TB- l� �Deecsta, Agate 4i Laminate Pr�isohar, HD Rcoxmg �.'dg B 572 19572 jErdui,led71761 'suns 2sa . ......... . 511J=12' l� 24 R . . . . . ... . .................. TIC .1 IlIc lull 266 Colo, e, Tankard Pewtef Tankard at ;n EE pang :Sherwin Williams 'OHMI JO 31US F!, _ta,c "I, 1 111, ' I'.I.I11C !�-29 7, Kij� ur,co M,, TFr _'Aall Floonng Wall Colo., K PfIrr, lac I,_ Bloc p T. arc Pewtw Tank e , an, aid 'Co TZ AI 002 18 �221__k�;k �8 fEngra ved-11761 Engn, Satin IzAsh WWl z Ile Paint Resilient LV 7 Contract Group ShehlanNill,adis jPnilladeiptua Commemiai -Sna,& 79 2.2,1 T� 26 L99Z aril NOMt: Gederal Notes All wail S hard "Vall Col. Pewter _. Ez�c�_-:;:;io jSa1iT cetiapg texture to be a iqnt Santa Fe F,n;$,,, STRI�Tt�2AL GEt,�RAL NOTES BASIS IF DESIGN 1. GOVERNING BUILDING CODE ................... 2009 IBC 2. LOAD CORINATIOMS SIMPLIFIED ALTERNATE ASS - GRAVITY AND LATERAL.... Ifin. 3.2 LRFD - LATERAL. ........ ... _ ... . , 1605,2.1 3, GRAVITY DESIGN 1.0 DEAD LOAD 20 PSF RO OF ....... ......... ..... ....... ... 25 PSF FLOOR . ......... . .... . . ..... 35 PSF PARTPI ONS .. .. ... _...,. 15 PSF N D FLOM) LIVE LOAD (SU3PE lE SITE CLASS,,,,,,,, ,,,,,,,, ROOMS ...... ..... ............... 50 PSF CORRIDORS . ............. . ......... . QU PSF SNOW LOAD PORTION OF SLEW LOAD INCLUDED...... GROUND SNOW. ._ , _ _ - , , 53 PSF ROOF SNOW, . ................. 40 PSF Is.... . ........ ....... ..... 1.0 Ce................. ... ... . 1.0 Ct .,. ........................... ... 1,0 DRIFTING PER ASCE 7 SI CHART VALLE ..................... 4, WIND DESIGN I J06 N¢ WIND DESIGN PROCEDURE_ ............ SIMPLIFIED BASIC WIND SPEED (3 SEC. GUST) ..... 90 MPH EXPOSURE...... I.,... 1........... I'. C I...... ................_ .....,.... 1.0 C014POWNTS /CLADDING................ 20 PSF 5, SEISMIC DESIGN, LATERAL SYSTEM.... ..... PLYWOOD SHEAR WALL SPECIAL CONCENTRIC BRACES STEEL SYSTEM NUT SEISMICALLY DETAILED SEISMIC DESIGN PROCEDURE ......... EQUIVALENT SITE CLASS,,,,,,,, ,,,,,,,, - C SEISMIC DESIGN CATEGORY......... .. C REDUNDANCY FACTOR. . ............ .. I. 0 PORTION OF SLEW LOAD INCLUDED...... 207. BUILDING PERIOD T.......... . ... .... a 355 SEC EARTHQUAKE FORCE EXD 7... ...... . ... 0,041 g ............. 0.044 g 0.88 g Ss CHART VALUE, .................... 0.474 g SI CHART VALLE ..................... 0.164 g SDS ............................... 0.379 g SDI. ............................... 0.179 g SITE COEFFICIENT F¢ ................ I2 SITE COEFFICIENT FV. , ., . , , . _ ... .. 11636 IE.. ................. ........... ... I'D R.. ............................... 6.5. 6, 3 OMEGA ,_ .......................... 3, 2, 3 C( I . ............................... 4, 5, 3 6, SOILS, SOIL BEARING PRESSURE ................. 2500 PSF LATERAL EARTH PRESSURtE ..... . ........ 11 . 45 PSF MINIMUM FROST COVER ................... 42 INCHES GENERAL 1. THE GENERAL CONTRACTOR SHWLU A BECOME FAMILIAR WITH ALL PORTIONS OF THE CONTRACT DOCUMENTS AND INSURE THAT ALL SUBCONTRACTORS ARE FAMILIAR WITH THESE PORTIONS PERTAINING TO THEIR AREA O' WORK, NO DEVIATIONS VILL BE ALLOWED UNLESS AGREED UPON BY ALL PARTIES IN WRITING PRIOR TO CONSTRUCTION OR FABRICATION , B. VERIFY ALL DIMENSIONS AND FLEVATIINS, CORDINATE ALL DOORS, WINDOWS, NON- BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, D RAINS, RECESSES, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, CHAMFERS. KERM ETC. C FIELD VERIFY ALL SITE CONDITIONS AND IMMEDIATELY NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER REGARDING ACTUAL CONDITIONS AT THE SITE WHICH ARE HUT PER THE DRAWINGS, D, COORDINATE ALL WORK BETWEEN THE VARIOUS TRADES AND SUBCONTRACTORS. REPORT ANY MODIFICATIONS TO THE STRUCTURAL PORTION OF THE BUILDING BY OTHER TRADES TU THE ARCHITECT AND STRUCTURAL ENGINEER. E BE RESPONSIBLE FOR SAFETY AND PROTECTION IN AND AROUND THE JOB SITE AND /OR ADJACENT PROPERTIES. F REPORT PROGRESS OF WORK TO ARCHITECT AND STRUCTURAL ENGINEER, 2, CONTRACT DIRUMENTS A. REFER TO THE SPECIFICATIONS FIR INFORMATION NOT COVERED BY THESE GENERAL ROTES OR THE DRAWINGS. B, DETAILS, SECTIONS AND NOTES SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS ELSEWHERE, UNLESS MATED OR SHOWN OTHERWISE. C THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER SHOP DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. D. INFORMATION ON DRAWINGS INDICATING EX'STIN'G CONDITIONS IS BASED ON REST PRESENT KNOWLEDGE, BUT MAY NOT BE €NTIRELY ACCURATE AND MUST BE FIELD VERIFIED. 3. BUILDING CODE COMPLIANCE; A. INSPECTION, TESTING, CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL F NT THE GOYERNING BUILDING COME AND STANDARDS, CONFORM O THE REQUIREMENTS � ASTM, IBC, AND OTHER DESIGNATIONS SHALL BE AS AMENDED TO LATEST DATE UNLESS NOTED OTHERWISE 4, COORDINATION A. COORDINATE AND VERIFY, LOCATIONS AND WEIGHTS OF MECHANICAL UNITS AND /OR OTHER EQUIPMENT OR DEVICES PRIOR TU FABRICATION AND /OR INSTALLATION OF ANY SUPPORTING STRUCTURE SUCH LOADS SMALL BE REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. ADDITIONAL FRAMING MAY BE REWIRED FOR PROPER SUPPORT OF SUCH LNI T S ND /OR EQUIPMENT. LATERAL SUPPER- FOR THE EQUIPMENT SHALL HE PROVIDED BY EQUIPMENT INSTALLER, B COORDINATE AND VERIFY ROOF, FLOM, AND WALL OPENINGS REQUIRED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND /OR OTHER 13RAVINGS PRIOR TO CONSTRUCTION. REPORT OPENINGS REQUIRED WHICH ARE NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW, C. COORDINATE ANY CONSTRUCTION SITUATION NUT COVERED BY THESE PLANS, GENERAL MOTES, OR SPECIFICATIONS WITH THE ARCHITECT AND STRUCTURAL ENGINEER. 5. CONSTRUCTION SEWENCE, SHOORING, AND BRACING REQUIREMENT& A THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE METHOD, MEANS. AND SEQUENCE OF ALL STRUCTURA_ ERECTION EXCEPT WHEN SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. HE SHALL PROVIDE TEMPORARY SHORING AND BRACING AS HIS METHOD OF ERECTION REQUIRES TO PROVIDE ADEQUATE VERTICAL AND LATERAL SUPPORT DURING ERECTION THIS SHMING AND BRACING SHALL REMAIN IN PLACE UNTIL ALL PERMANENT MEMBERS ARE PLACED AND ALL FINAL CONNECTIONS ARE COMPLETED, INCLUDING ALL ROOF AND FL3R ATTACHMENTS, B. SNORING AND SUPPORTING FORM WORM FOR SUSPENDED CONCRETE OR MASONRY MATERIAL SHALL REMAIN IN PLACE AND SHALL NOT BE REMOVED UNTIL THE STRUCTURAL MEMBERS HAVE ACQUIRED SUFFICIENT STRENGTH TO SAFELY SUPPORT THEIR OWN WEIGHT AND ANY ADDITIONAL. CONSTRUCTION, STORAGE, AND/OR OTHER LOADS TO WHICH THEY MAY BE SUBJECTED, IN NO CASE SHALL THEY BE REMOVED OF SUCH FORMS AND SHALL REMAIN IN PLACE UNTIL 28 DAYS AFTER PLACING IF MATERIAL OR UNTIL MATERIAL HAS REACHED ITS 28 DAY DESIGN STRENGTH, WHICHEVER IS LOWER. DO NUT REMOVE LARGE AREAS O SHORING REFIRE STARTING RE- SHORING PROCEDURES. C. NON- BEARING INTERIOR WALLS SMALL BE ADEQUATELY BRACED TO THE STRICTURE ABOVE WITH ALLOWANCE FOR DEFLECTION OF THE STRUCTURE ABOVE AND/OR BELOW, D. BUILDING WALLS WHICH RETAIN EARTH MOST BE BRACED AT THE TIP, DU NOT BACKFILL UNLESS BRACING IS PROVIDED OR UNTIL THE COMPLETE FLOOR IN ROOF SYSTEM IS IN PLACE, TYPICAL, R)LESS NOTED OTHERWISE. 6, OMISSIONS AND /OR COFLICTS+ A ON I SSIONS IN AND /1R C,W;_ICTS BETWEEN THE VARIOUS ELEMENTS O' THE CONTRACT DOCUMENTS SHALL BE ,IRCUENT TO THE IMMEDIATE ATTENTION IF THE ARCHITECT AND STRUCTURAL EN6DNEER AND SHALL BE RESOLVED BY THE SAME BEFORE PROCEEDING WITH ANY WORK INVOLVED, B. IN CASE OF CONFLICTS IN THE STRUCTURAL WORK, T1E MOST STRINGENT REQUIREMENTS, AS DIRECTED BY THE ARCHITECT AND STRUCTURAL ENGINEER, SHALL BE IMPLEMENTED AT NO ADDITIONAL COST TO THE OWNER, 7. MISCELLANEOUS, A DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND /OUR OWNER SHALL KEEP THE LOADS ON TIE STRUCTURE WITHIN THE LIMITS BE THE DESIGN. B, OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. C. STAIRS ARE TO BE AS PER THE ARCHITECTURAL DRAWINGS. D. ELEVATOR MACHINERY SUPP'OR' BEAMS, GJ 3E RA :LS, SUPPORTS _?C, SHALL BE SUPPLIED BY THE ELEVATOR MANUFACTURER ALL LEADS IMPUSED BY THE ELEVATOR ONTO THE STRUCTURE SHALL BE DETERMINED BY THE ELEVATOR MANUFACTURER AND SHALL RE CLEARLY SHOWN ON SHOP DRAWINGS SUBMITTED FOR REVIEW, ADDITIONAL FRAMING NAY BE REQUIRED FOR THE PROPER SUPPORT OF THESE LOADS. COORDINATE WITH THE ARCHITECT AND STRUCTURAL ENGINEER, 8. SUBMITTALS, A THE FOLLOWING ITEMS SMALL BE SUBMITTED TO THE ARCHITECT AVE F MCAT' ERECTION, STRUCTURAL ENGINEER FOR REVIEW PRIOR T4 FABRICATION, E , INSTALLATION, OR OTHERWISE BEING INCORPORATED INTO THE WORK. MATERIALS CERTIFICATION FOR ALL CONCRETE MATERIALS, MIX DESIGNS FOR EACH TYPE OF CONCRETE REINFORCING STEEL SHOP DRAWINGS. STRUCTURAL, STEEL SHOP DRAWINGS. WELDING PROCEDURES AND CERTIFICATIONS, MANUFACTURED WOOD JOIST AND BEAM SHOP BRAWINGS. ■ STEEL TRUSS SHIP DRAWINGS AND CALCULATIONS. . PRE -FAR WOAD TRUSS SHOP DRAWINGS AND CALCULATIONS, . VENEER TIES AND ANCHORS. SPECIAL OP LOADS ON THE STRUCTURE- OPEN THROUGH WALLS AND /OR SLABS, . THESE SUBMITTALS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF IDAHO, B. A MINIMUM OF TWO WEEKS SHALL RE ALLOWED FOR THE REVIEW OF ALL SUBMITTALS BY THE ARCHITECT AND STRUCTURAL ENGINEER. C. REQUESTS FOR SUBSTITUTIONS SW' BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER IN WRITING, REASONS) FOR THE REQUEST AND COST DIFFERENTIALS SHALL RE INCLUDED DN THE REQUESTS SUBSTITUTIONS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE ARCHITECT AND STRUCTURAL ENGINEER. QUALITY ASSURANCE PLAT FOR STRUCTURE I. INSPECTION A THE OWNER SHALL PEN ISE SPECIAL INSPECTION BY QUALIFIED INSPECTORS FOR THE FOLLOWING TYPES IF CONSTRUCTION IN ACCORDANCE WITH IRE, SECTION 2704 AND I707 AND THE SPECIFICATIONS. SOILS THE BUTTON IF EXCAVATIONS AND PLACEMENT BE STRUCTURAL FILL. CONCRETE DURING THE CASTING OF ALL CONCRETE AND TAKING OF ALL TEST SPECIMENS, AND SHALL VERIFY THE PLACEMENT OF ALL REINFORCING, INSPECTOR SHALL BE ACI -II OR ICC CERTIFIED. BULTIMCA ALL HIGH STRENGTH BOLTS AND BOLTS EMBEDDED IN CONCRETE AND/OR EPDXY, WELDING, ALL SHOP AND FIELD WELDS. INSPECTOR SMALL BE AWS -OCI CERTIFIER 2. TESTIW, A. THE OWNER SHALL PROVIDE TESTING BY QUALIFIED TESTING AGENCIES FOR THE FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1708 AND THE SPECIFICATIONS, SOILS COMPACTION OF STRUCTURAL FILL, CONCRETE STRENGTH, SLUMP, AIR, AND TEMPFRATLIZE. BOLTI5, PROPER INSTALLATTION AND CORRECT TORQUE AND /OR TENSION, WELDING TYPE, SIZE, LENGTH, AND QUALITY IF ALL SHOP AND FIELD WELDS BY APPROVED METHODS, ULTRASOR CLLLY TEST ALL COMPLETE PENETRATION WELDS. 3. STRUCTURAL OBSERVATIONS, A. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO PERFORM STRUCTURAL OBSERVATIONS AT SIGNIFICANT STAGES DURING CONSTRUCTION, B. THE STRUCTURAL ENGINEER SHALL PROVIDE A COPY OF THE OBSERVATION REPORT TO THE ARCHITECT FOR FURTHER DISTRIBUTION. 4. THE CONTRACTOR SHALL, A. SUBMIT A STATEMENT OF RESPONSIBILITY TO THE OWNER AND BUILDING OFFICIAL PRIOR TO COMMENCING WORK IN STRUCTURE THAT INCLUDES AWARENESS OF THE QUALITY ASSURANCE PLAN REQUIREMENTS, ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN COFBRMANCE TO CONSTRUCTION DOCUMENTS, PROCEDURES FOR EXERCISING CONTROL, METHOD AND FREQUENCY IF REPORTING, AND IDENTIFICATION AND QUALIFICATIONS OF PERSONNEL IN CHARGE OF CONTROL. B. CORRECT ALL WORK FOND TO BE DEFICIENT AT NO ADDITIONAL COST TO THE OWNER C. COORDINATE ALL THE REWIRED INSPECTIONS, TESTING, AND /OR STRUCTURAL OBSERVATIONS OF THE QUALITY ASSURANCE PLAN. DI NOT PROCEED WITH SUBSEQUENT VON( UNTIL THE REQUIRED INSPECTIONS, TESTING, AND STRUCTURAL OBSERVATIONS HAVE BEEN PROVIDED NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER AT LEAST 48 HOURS PRIOR TO ANY REQUIRED OBSERVATIONS, D PROUD COPIES OF THE DAILY INSPECTION REPORTS AND ALL TESTING 7' ENGINEER, OWNER AND BUILDING RESULTS TO THE ARCHITECT, STRUCTURAL ENG , OFFICIAL. SITE PREPARATION I. SOILS REPORT, A THESE SITE PREPARATION NOTES ARE BASED ON RECOMMENDATIONS CONTAINED IN A SOILS REPORT BY EAGLE RUCK ENGINEERING, DATED AUGUST 22, 2011 AND ANY ADDENDA THERETO A REFERENCE COPY OF THIS REPORT SHALL RE OBTAINED BY THE CONTRACTOR AND IS AVAILABLE FROM THE ARCHITECT UNPIN REQUEST, THE SOILS REPORT IS MET A PART BE THE STRUCTURAL CONTRACT DOCUMENTS. B, IF SOIL CONDITIONS VARY FROM THE SOILS REPCT, THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ARCHITECT AND THE STRUCTURAL ENGINEER FOOTINGS AND FOUNDATIONS AS SHOWN ON THE DRAWINGS MAY NEED TO BE REVISED, 2. REQUIREMENTS A REMOVE ALL EXISTING VEGETATION, EXISTING FILL MATERIAL, LOOSE MATERIAL, AND ALL DELETERIOUS MATERIAL FROM THE SITE PRIOR TO EXCAVATiO9 FOR THE STRUCTURE DEBRIS FROM EXISTING DEMOLISHED STREETURES SHALL ALL BE REMOVED FROM THE SITE. EXCAVATION SHALL EXTEND TWO FEET BELOW THE BOTTOM OF FOOTING ELEVATION FOR INSTALLATION OF STRUCTURAL FILL. WIDTH OF STRUCTURAL FILL SHALL BE TWO TIES THE FILL DEPTH PLUS THE FONT ING WIDTH ON TWO TIMES THE FOOTING WIDTH, INIGEYER IS 'BEATER. B, FOLLOWING COPAETION IF EXCAVATION, THE SITE SHALL BE PROF ROLLED AND ANY SOFT SPOTS SHALL BE REMOVED AND REPLACED WITH WELL GRADED STRUCTURAL FILL AS APPROVED BY T1E SOILS ENGINEER. PRIOR TO PLACEMENT OF COMPACTED FILL, THE SOILS ENGINEER SHALL BE NOTIFIED TO VERIFY THE SITE CONDITIONS ARE AS PER HIS RECOMMENDATIONS. C, ENGINEERED COMPACTED FILL SHALL BE VELL GRADED GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3 INCHES, AND SHALL BE PLACED IN MAXIMUM EIGHT INCH LOUSE LIFTS AND COMPACTED TO 95X. AS DETERMINED BY THE MODIFIED PROCTOR METHOD :ASTM 81557) OF TESTING. D, IF SOFT OR WET SOILS ARE ENCOUNTERED, THE USE OF GECTECH FABRIC 111 BG "4G^ T AA b : „c.- - DIRECTED BY THE SOILS ENGINEER, T� CONCRETE I. COIFS AND STANDARD& A. CONCRETE CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL -COMPLY VITH THE AMERICAN CONCRETE INSTITUTE (ACI) EDITIONS O', 1, ACI 301. 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS', II. ACI 318, 'BUILDING CEDE REQUIREMENTS ='CR REINFORCED CONCRETE', EYf£PT AS WnD FIFO BY THE IBC. III. ACI 347. 'RECOMMENDED PRACTICE FOR CONCRETE FORM WORK'. 2, MATERIA SM A CEMENT SHAL -_ CONFORM �O ASTM F150. TYPE 1, PONTLAN CEMENT, R. YARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33, AN., SHALL tiCiT HAVE ALKALI SILICA REACTION PROBLEMS, LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C330, C WATER SHALL BE POTABLE. D. AIR ENTRAINMENT SHALL CONFORM TO ASTM C260. E. FLY ASH SHALL CONFORM TO ASTM C6LB. F CALCIUM CHLORIDE SHALL NUT BE USED. Cv EPDXY SHALL CONFORM TO ASTM C881, TYPES I, II, TV, AND Y. GRADE 3, CLASSES B AND r- 3. MIX DESIGNS, A EMLY ONE TYPE OF CONCRETE SHALL BE PLACED AT THE SITE AT ANY GIVEN TIME, B A MIX DESIGN THAT PRODUCES THE LOWEST SLOP COMPATIBLE WITH PROPER PLACEMENT SHALT. BE USED, 4' MAX14 -M C CONCRETE MIXES SHALL CONFORM TO THE FOLLOVING TYPE CF MINIMUM MAX, DRY MAX. AIR MIN. CONCRETE STRENGTH W/C WEIGHT AGGREGATE ENTRAIN - CEMENT MEMBER AT 28 DAYS SIZE MENT PER YD, (PS:) (RATIO) (PCF) (I,NCHES) (7,) (LBS) FOOTINGS, 4Ox 3145 145 3/4 6 -/- I 564 FU'U4DATION WALLS AND GRADE BEAMS, 4066 0, 45 145 3/4 6 -/- I 564 SLABS ON GRADE . INTERIOR 4500 0, 42 147 3/4 . 3 t / - , 6It EXTERIOR 5000 0,4C 145 3/4 6 +/- I 658 COLUMNS, 4000 0.45 145 3/4 3 N- 1 564 A LIMIT FLY ASH TO 207., OF THE TOTAL CEMENTITICUS MATERIAL. E PEA GRAVEL AGGREGATE AND /OR PLASTICIZER MAY BE USED IN CONGESTED AREAS WHEN REQUIRED TO PROPERLY FILL ALL VCIDS AND /OR FOR WORKABILITY. (CONTRACTORS OPTION). 4, CONSTRUCTION, A CONCRETE SHALL BE PROPERLY VIBRATED DLQ14G PLACEMENT, R. PRIOR TO PLACING CONCRETE, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT DE OPENINGS, BLOCK COTS, SLEEVES, CURBS, CONDUITS. BOLTS, INSERTS, EMBEDS, DOWELS, ETC. ANCHOR BOLTS AND DOWELS SHALL HE PLACED PRIOR TO CASTING CUCRETL C. CONSTRUCTION JOINTS AND BULKHEADS SHALL BE FORMED WITH A KEY WAY. ALL CONTACT SURFACES, NEW OR EXISTING, AT CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED PRIOR TO CASTING ADVENT POUR, D, OPENINGS IN WALLS SHALL HAVE ADDITIONAL REINFORCING AROUND ALL SIDES OF THE OPENING EQUIVALENT. TO THE BARS CUT BY THE 3PENI,NG WITH RALF ON EACH SIDE -Of THE OPENING OR 2 -45 BARS, VHICHEVER IS GREATER, UNLESS NOTED OTHERWISE BARS PARALLEL TO THE PRINCIPAL REIMbI1RC£[Fi SHALL RUM FUL! LENGTH IF THE SPAN. BARS IN THE OTHER DIRECTION SMALL RUN 24 INCHES BEYOND THE EDGE OF THE OPENING IR END WITH A STANDARD HOCK ALSO PROVIDE 2 -45 X 4'-0' DIAGONAL BARS AT EACH CORNER OF EACH OPENING. F, NO PENETRATION SHALL BE ALLOWED THROUGH ANY CONCRETE COLJNN WITHOUT THE ARCHITECTS AND STRUCTURAL ENGINEER'S PRIER WRITTEN APPROVAL. PENETRATIONS SHALL BE RE -ROUTED AS REWIRED AT THESE. LOCATIONS, ALL ROE HOLES TO BE FILLED WITH EPDXY SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR, FOLLOW MANUFACTURERS RECOMMENDATIONS. 5. FOOTINGS. A FOOTINGS SHALL BEAR ON PROPERLY PREPARED MATERIAL. SEE THE SITE PREPARATION MATES B FOOTINGS SHALL BE CENTERED BELOW THE WALL AND/O7 COLUMN ABOVE, TYPICAL UNLESS NOTED OTHERWISE, C EXTERIOR FOOTINGS SHALL BEAR BELOW THE EFFECTS OF FROST. D PROVIDE A 2X4 BEVELED KEY WAY IN ALL CONTINUOUS WALL FOOTINGS. E STAGGER FOOTING CONSTRUCTION JOINTS FROM WALL CONSTRUCTION jUINTS ABOVE BY AT LEAST 6 FEET. F. REINFORCING IN CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND /OR INTERSECTIONS BY PROVIDING PROPER LAP LENGTHS AND /OR CORNER BARS, G. CONTINUOUS FOOTINGS WITHOUT CONCRETE FOUNDATION WALLS ABOVE SHALL BE REINFORCED VITH A MINI" OF 2 -06 LONG DTUDINAL TON BARS IN ADDITION TO REINFORCING SPECIFIED IN THEE FOOTING SCHEDULE AT 7ENI4GS, PROVIDE (1) 45 TOP BAN FOR EACH FONT OF FGCTING WIDTH OR PORTION THEREOF, EXTEND 24' BEYOND EDGE OF OPENING, EACH SIDE. H W PENETRATIONS SHALL BE ALLOYED THROUGH ANY CONCRETE FOOTING. WHEN CONFLICTS ARISE BETWEEN UNDERGROUND PLUMBING, UTILITIES, ETC., THE FiOTING SHALL BE STEPPED DOWN BELOW THE CONFLICT AND A CONCRETE WALL, PIER, COLUMN ETC„ SHALL BE EXTENDED TO THE FOTTING AS REWIRED. '. BEARING SURFACES FOR FOOTINGS WHICH ARE, ON BECOME, UNDERMINED DURING CONSTRUCTION SHALL BE BACKFILLED VITH A LEAN-MIX CONCRETE (2000 PSI MIN. ), 6. SLABS OU GRADE A INTERIOR SLABS ON GRADE SHALL BE A MINIMUM OF 4 INCHES THICK, SHALL BEAR ON A 4 INCH MINIMUM LAYER OF FREE - (DRAINING GRAVEL. AND SHALL BE REINFORCED WITH 44 BARS AT 18' O C 30TH WAYS, TYPICAL UNLESS NOTED OTHERWISE PROVIDE CHAIRS WITH SAND PLATES FOR PROPER PLACEMENT, R, LARGE AREAS BE INTERIOR SLABS ON GRADE SHALL BE PLACED IN STRIPS NOT TO EXCEED 120 FEET IN LENGTH NOR 30 FEET IN WIDTH WHICH ARE SUBDIVIDED BY iOISTRUCTION AND /ON EGNTRACT -ION (CONTR{A_) 'DINT$ INTO RCUC4-li.Y SQUARES WHOSE SIDES SHALL NOT EXCEED 15 FEET IN EITHER DIRECTION C SEE ARCHITECTURAL FOR EXTERIOR SLABS ON GRADE, TYPICAL, UNLESS NOTED OTHERWISE. 7. VALLSz F A V UNLESS NOTE A CONCRETE VA;..iS SHALL BE REUN MERGED S FOLLOWS, OTHERWISE- WALL VERTICAL HORIZONTAL THICKNESS REINFORCING REINFORCING 8' M5E 14. 0, r. 45E14' 0. a , 45 2 :2' O, C. 45 B 12' 0, C. 12' 44 B '.2' a C , E. F. 44 9 12' O C. , E F. IS' OR 14' 44 R 10' 0. G ,'E, F, 44 2 10' 0. C. E. F. SEE PLANS, SCHEDULES, AND DETAILS FUR OTHER REINFORCING REQUIREMENTS, D PLACE VERTICAL REINFORCING IN THE CENTER O' THE WALL (EXCEPT FOR BASEMENT WALLS, RETAINING WALLS, OR WHEN EACH FACE IS SPECIFIED), C, VERTICAL REINFORCING SHALL BE DVFII.D TO - CONCRETE FOOTING OR STRUCTURE BELOW AND TO STRUCTURE ABOVE WITH THE SAME SIZE BAR AND SPACING, TYPICAL, UNLESS METED OTHERWISE. D PROVI -_S CENSER BARS AT ALL INTERSECTIONS AND CORNERS, USE SAME SIZE T ME AR AND SPACING AS THE HORIZONTAL RE. ORCI% SI ._ B D E. HORIZONTAL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS AND AT OPENINGS VITH A STANDARD RD H F_ iNHEN TWO CURTAINS OF STEEL ARE REWIRED, THE SPLICES IN THE HORIZONTAL REINFORCING OF EACH CiRTA1N SHALL NOT OCCUR AT THE SANE LOCATION, a PENETRATIONS THROUGH ANY CONCRETE WALL SHALL BE BUILT INTO THE WALL AS THE WALL IS BEING CONSTRUCTED AND SHALL BE REVIEVED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOZ TO INSTALLATION. H PROVIDE DRAINAGE AT THE BASE DE RETAINING VALLS AND AT THE BASE OF ALL BASEMENT 'WALLS. 9. COLUMNS, A VERTICAL REINFORCING IN COLUMNS SHALL HAVE A MINIMUM OF 40 BAR DIAMETERS SPLICE LENGTH, SPLICES SHALL OCCUR AT FLUOR LEVELS ONLY, D LATERAL TIES IN COLUMNS SHALL BE SPACED AT ORE HALF THE REGULAR SPACING BUT NOT MORE THAN 8 INCHES DUI CENTER AT THE TOP AND BOTTOM O THE COLUMN FOR A DISTANCE OF 1/6 THE CLEAR COLUMN HEIGHT, THE MAXIMUM CO.UMN PLAN DIMENSION, OR 18 INCHES, WHICHEVER IS GREATER, C. WHEN CROSS SECTIONAL CHANGES OCCUR IN COLUMNS, THE LONGITUDINAL BARS SHALL BE OFFSET IN A REGION WHERE LATERAL SUPPORT IC P QVOS)£D AT THE [FFS£T, THE SLR OF THE Ik,^LINED PORTION SMALL NET BE MORE THAN 1 IN 6, AND THE LATERAL TIES SHALL BE SPACED ^&37 OVER 3 INCHES ON CENTER FOR A DISTANCE OF ONE FEET BELCV AND ABOVE THE POINT OF OFFSET. REINFORCING STEEL I. CUBES AND STANDARD& A REINFORCING STEEL SHALL COMPLY WITH, 1, CONCRETE REINFORCING STEEL INSTITUTE 'MANUAL OF STANDARD PRACTICE', j AERICAM CONCRETE INSTITUTE 'DETAILING MANUAL', ACT 315 (ON SP -66). 2. MATERIALS, A, REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS AND SHALL CONFORM TO ASTM 4615, GRAD 6C, WITH A DESIGN YIELD STRENGTH O 60,OQU PSI, EXCEPT AS NOTED BELOW. L DOWELS TO BE BENT IN THE FIELD DURING CONSTRUCTION SHALL BE ASTM A615, GRADE 4C ON ASTM 4706, GRADE 60, 'LOW -ALLOY STEEL'. li RETNFORCING TO BE WELDED SMALL BE ASTM A706, GRADE 60, 'LOW -ALLOY STEEL'. B. MECHANICAL SPLICE COUPLERS SHALL BE SABLE OF DEVELOPING 1257. OF THE SPECIFIED STRENGTH OF THE BAR 3. CONSTRUCTION, A. REINFORCING SHALL BE DETAILED, BOLSTERED, AND SUPPORTED PER ACI 315, B. REINFORCING STEEL SHALL BE FREE OF LOUSE FLAKY RUST, SCALE GREASE, CIL, DIRT, AND OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND, C. REINFORCING SHALL BE CONTINUOUS IN WALLS, BEAMS, COLUMNS, SLABS, FT'O': Awls. ETC D, SPLICES IN CONTINUOUS REINFORCING SHALL BE MADE IN AREAS OF COMPRESSION AND /OR AT POINTS DE MINIMUM STRESS, TYPICAL UNLESS NOTED OTHERWISE. LAP SPLICES SHALL BE MINIMUM OF 40 BAR DIAMETERS LONG IN CONCRETE, TYPICAL UNLESS NOTED OTHERWISE. MINIMUM LAP SHAWL BE 24 INCHES LONG, DOWELS SHALL HAVE A MINIMUM OF 30 BAR DIAMETERS EMBEDMENT: TENSION SPICES SHALL BE USED IN CONCRETE WHEN SPECIFICALLY NOTED, USE A - ASS 3 SPLICE. SPLICES IN TOP BARS IN SUSPENDED S ,_ABS AND BEAMS SHALL BE MADE AT MID SPAN. SPLICES IN BOTTOM BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT SUPPORTS: E. BENDS SHALL BE MADE COLD, DO NET USE HEAT. BENDS SHALL RE DOE IN THE FABRICAiM' S SHOP UNLESS SPECIFICALLY NOTED . OR T$ FIELD. DO NOT UN -BEND OR RE -BEND A PREVIOUSLY BENT BAR, F, REINFORCING STEEL IN CONCRETE SHALL BE SECURELY ANCHORED AND TIED IN PLACE PRIER TO PLACING CONCRETE AND SMALL BE POSITIONED WITH THE FOLLOWING MINI MM CONCRETE COVER CONCRETE CAST AGAINST AND PERMAWNTLY EXPOSES TO EARTH 3' CONCRETE EXPOSED TO EARTH OR VEATHER, 46 AND LARGER .............. 2' 45 AND SMALLER. . .. ., ...... ..... 1 -L? CONCRETE MET EXPOSED TO EARTH OR WEATHER, SLABS AND WALLS, 411 AND SMAL GR.... .. 3/4' BEAMS AND COLUMNS, MAIN REINFORCING, OR TIES... t -1/2' SLABS ON GRADE .. .... . ... CENTER OF SLAB G. REINFORCING STEEL IN MASONRY SHALL HE PLACED PRIOR TO GROUTING AND SHALL BE PLACED, POSITIONED, AND LOCATED ACCORDING TO THE STRUCTIRRAL. DRAWINGS, IT SHALL BE SECURED AGAINST DISPLACEMENT AT INTERVALS NET TO EXCEED 200 BAR DIAMETERS OR TEN FEET, H NO REIFORCIG SHALL BE WELDED UNLESS SPECIFICALLY MUTED AS SUCH. USE E90XX ELECTRODES AND ASTM A706 REINFORCING, COMPLY WITH AWS D1.4 REQUIREMENTS EPDXY COATED REINFORCING BARS SHALL BE USED WHEN SPECIFICALLY NETEA INCREASE LAP SPLICE LENGTHS AS REWIRED BY THE IBC AND ACI, STRUCTURAL STEEL 1, CODES AND STANDARDS+ A STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL COMPLY WIT0 I. THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360 -05", WITH 'COMMENTARY' AND AISC 341 -05 'SEISMIC DESIGN FOR STRUCTURAL STEEL BUILDINGS'. II, AISC 'CORE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRI3CES (AISC 303 -0)' EXCLUDING SECTIONS L 5. 1, 4, 4, 7, S. 4, AND 7, 13. 3, IOU. AMERICAN WELDING SOCIETY (AWS -01. SJ 'STRUCTURAL WELDING CODE - STEEL -, EXCLUDING ITEMS CONFLICTING WITH AISC REQUIREMENTS. 2. MATERIALS, A. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. OTHER STRUCTURAL STEEL SHAPES, PLATES, ANGLES, ETC. SHALL CONFORM TO ASTM A35, RJSSIAN STEEL 'S NOT PERMITTED. R HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM ASCG, GRADE B, WITH A MINIM tt YIELD STRENGTH Fy = 46 KSI, C, STRUCTURAL PIPE SHAD CONFORM TO ASTM A53, WITH A MINIMUM YIELD STRENGTH Fy = 36 KSI, D. HIGH STRENGTH BOLTS SHALL IY,INSO2M M, ASTM A325, ANiMCR REDS SHALL HAVE HEADED STUDS AND SHALL CONFORM TO ASTM F1554, ALL OTHER BOLTS SHALL CONFORM TO ASTM A307 OR BETTER, E. VELDET: ANCHOR STUDS AND DEFORMED BAR ANCHORS SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS. F. ALL MEMBERS IN TENSION WHICH HAVE FLANGE THICKNESS WHICH EXCEEDS TWO INCHES IN THICKNESS AND ARE SPLICED WITH COMPLETE PENETRATION GROOVE WELDS SHALL MEET, THE CHARPY V -NOTCH TOUGH ESS IMPACT TEST OF 20 FOOT POUNDS AT 70 DEGREES FAHRENHEIT 3; C6%TRUC7ION A. FABRICAT1314 SHALL BE DOW. IN AN APPROVED FABRICATUN' S SHOP. A CAMBER IN BEAMS SHALL BE AS INDICATED ON PLANS. C. PROVIDE A SHOP COAT DE PAINT ON ALL STEEL ITEMS, EXCEPT AT AREAS OF WELDING AND /UR BOLTING, ^ USE HIGH STRENGTH (8000 PSI MINIMUM AT 23 DAY), NfN'- SIRING, LIPID EPDXY GROUT BENEATH ALL STEEL BASE PLATES AND BEARING PLATES, MIX GROUT WITH SAND OR PEA GRAVEL AS RECOMMENDED BY THE MANUFACTURER, PLACE GRUNT AS SEEN AS STEEL MEMBER HAS BEEN PROPERLY POSITIONED AND ALIGNED. E. WHEERE STRUCTURAL STEEL WIDE F_ANGE, PIPE, OR HOLOV STRUCTURAL SECTIONS ARE EMBEDDED IN CONCRETE OR MASONRY AND REINFORCING BARS BUTT TO ' 'IT, DEFORMED BAR ANCHORS OR REINFORCING BARS WITH THE SAME SIZE AND SPACING AS THE ADJACENT REINFORCING BARS, 48 BAR DIAMETERS LONG, SHALL BE 'WELDED TO THE STRUCTURAL STEEL. THE MANUFACTURERS WELDING PROCEDURES SHALL BE ADHERES TC 4. BOLTED CQNWCTIONS A STEEL TO STEP..1. BI'LTED CONNECTIONS SHALL BE MADE WITS ASTM A325 HIGH STRENGTH BOLTS AND NUTS. UNLESS MOOTED OTHERWISE, BOLTS SHALL CARRY THE IDENTIFYING MARK OF THREE (3) RADIAL LINES. B. ALL OTHER BOLTED CONNECTIONS SHALL BE MADE WITH BATS AND NUTS CGNA'CRMItG TO ASTM 4307 UNLESS NOTED OTHERWISE. C, BATS SHALL BE 3/4' DIAMETER, TYPICAL, UNLESS NOTED OTHERWISE, STANDARD SPACING SHALL BE 3' O.C. AND STANDARD EDGE DISTANCE SHALL BE L I12', TYPICAL, UNLESS NOTED OTHERWISE.. D. BAT SHALL BE BEARING TYPE CONNECTIGS WITH THREADS EXCLUDED UNLESS NOTES OTHERWISE . BOLTE. CO. NE^T'CMS SHALL BE TIGHTENED AND SHALL HAVE WASHERS AS REQUIRES BY AISC UNLESS NOTED OTHERWISE. F. ENLARGING OF HOLES SHALL BE ACCOMPLISHED BY MEANS OF REAMING, IO NOT USE A TORCH ON ANY BOLT HOLES, S WELDED CONNECTIONS A. WE' _DING AND GAS CUTTING SHALL BE DONE PER AVS. B. WELDERS SHALL BE CURRENTLY CERTIFIED ACCORDING I AVS WITHIN THE LAST 12 MONTHS, ALL WELDING PROCEDURES SHALL BE PRE-QUALIFIED, WELDERS SHALL FOLLOW. VELDING PROCEDURES, C. VELDE3 CONNECTIONS SHALL BE MADE USING LOW HYDROGEN MATCHING FILLER MATERIAL ELECTRODES, UNLESS NOTED OTHERWISE. D. WELDS SHALT HAVE THE SLAG RENRV',_D, E, FULL PENETRATION WELDS, SHOP OR FIELD, SHALL HAVE BACKER BARS REMOVED, BE BACK COOKED, AND WELDED PER AVS TO HAVE FULL PENETRATION VELD. WOOD .. CODES AND STANDARDS, A WOOD CONSTRUCTION SHALL COMPLY VITT. THE AMERICAN FOREST 6 PAPER ASSOCIATION `NATIONAL DES ' ON SPECIFICATION', AFPA -NOS. —,nc..c..rc nc r.r- r_a., vrvinc P-1- 2. MATERIALS, A. STRUCTURAL LUMBER SHALL BE AS FOLLOWS AND SHALL BE CLEARLY MARKED AS TO SPECIES AND GRADE, JOISTS, BEAMS OR HEADERS - DOUGLAS FIR (NORTH) 42 OR BETTER. IT, POSTS AND COLUMNS - DOUGLAS FIR (NORTH) MI OR BEER. STUDS - DOUGLAS FIR ,NORTH) 42 OR BETTER, STUD GRADE AND STANDARD GRADE ARE NET ALLOWED, B. MANUFACTURED JOISTS SHALL BE AS PER THE DRAWINGS UNLESS U7HERWISE APPROVED BY THE ARCHITECT AND STRUCTURAL ENGIW -'R PRIOR TG BIDDING, ALTERNATE ."LIST MANUFACTURERS PRODUCTS ARE ACCE LABL P123V'DED THE SECTION PROPERTIES, DESIGN PARAMETERS, AND LOADING CAPACITIES OF 'riL SPECIFIED PROULT ARE MET OR EXCEEDED. STRUCTRAL SLUED- LAMINATED TIMBER SHALL K MANUFACT;Er AND IDENTIFIED PER AITC A190 .I AND ASTM D 3737, IT SHALL BE 24F -V4 FOR SIMPLE SPANS AND 24F -V8 FOR CONTDNUOUS SPANS OR CANTILEVERED REAMS AND CLEARLY MARKED, MEETING THE GRADE REQUIREMENTS AS DEFINED BY THE IBC D STRUCTURAL LAMINATED- VENEER - LUMBER (LVU UP TO 18' DEEP SHALL CONFIRM TO THE FOLLOWING MINIM, DESIGN PARAMETERS+ Fb = 216M PSI. Fv = 285 PSI. £ = 1, 9CPC, OCi PSI, E STRUCTURAL LAMINA TED-VENEER-LUMBER (LPL) 19-24' DEEP SHALL CONFORM TO THE FOLLOWING MINIMUM DESIGN PARAMETERS- , FP - 215M PSI. F V - 285 PSI. ' = 2,300, PSI, F, STRUCTURAL PARALLEL-STRAND- LUMSER (PSU SHALL CONFORM TO THE FOLLOWING MINIMUM DESIGN PARAMETERS, Fb = 29CL PSI. V 290 PSI. E 2. O00, COO PSI. G STRUCTURAL LAM INATED- STRANDLUNBER (LSO SHALL CONFORM TO THE FOLLOWING, MINIMUM ESIGN PARAMETERS, Fb = 2250 PSI. 285 PSI. ,_ I. 500, QUC PSI_ k WOOD STRUCTURAL PANELS SHALL BE EXPOSURE C GRADE OR BETTER A P. A RATED SHEATHING WITH EXTERIOR GLUE AND SHALL CONFORM TO STANDARD PS 1-07, OR PS 2 -04, VOID CONNECTORS SHALL BE SIMPSON STRONG -52E UNLESS OTHERWISE APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO BIDDING. J. WOOD .OASTS AND BEAMS SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER CURRENTLY LICENSED IN THE STATE OF IDAHO. I CONSTRUCTION: A ROOF AND FLOOR .LISTS SHALL BE AS NOTED ON THE PLANS. ALL JOISTS SHALL BE LATERALLY SUPPORTED AT THE ENDS BY SOLID BLOCKING A1ND/CR 4 METAL HANGER. B MANUFACTURED .HOISTS SHALL BE EECTED IN ,,ACCORDANCE WtTH THE NANUFACT€.RER' S RECCMMENDATIONS AND SHALL BE DESIGNED TO SUPPORT T1E MAXIMUM .LOADS INDICATED IN TrE MAN FACTUREW S PUBLISHED LOAD TABLES, PROVIDE APPROVED BRIDGING AT 8' -0. C. C. MAXIMUM SPACING FOR ALL DI ENSIDNAL LUMBER, ' VL, PSL, LSL AND JOISTS, PROVIDE BRIDGING IN ALL OTHER .MANUFACTURED JOISTS PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE SHOWN ON Pi -AN' D. DES IN WOOD CONNECTORS (FRAMING ANCHORS, JOIST HANGERS, PURI.IN 4WHERS, ETC.) MUST BE FILLED WITH NAILS AS SPECIFIED BY THE MANUFACTURER, TYPICAL, UNLESS NOTED OTHERWISE, DOLTS THRU WOOD SHALL HAVE WASHERS UNDER NUTS. ALL BOLTS HIES SHALL BE C /32 TO i /16 INCH LARGER THAN BOLTS. NUTS SHALL BE TIONT-NED SNUGLY, BUT MUST SO TIGHT AS TO - AE CRUSHING IF THE WOOD, 30 NUT COUNTERSINK BO-TS UNLESS SPECIFICALLY NOTED F. NAILING OF MEMBERS SHALL CONFORM TO THE FASTENING SCHEDULE IN THE IRE, TABLE M- 4. 9, 1, UNLESS NOTED OTHERWISE. a EDGE NAILING BETWEEN PANELS OF SHEATHING STALL OCCUR ALONG A SINGLE COMMON BACK UP MEMBER SHEATHING SHALL RE EDGE NAILED TO ALL MEMBERS ATTACHED 70 DRAG STRUTS, HOLD DOWNS, FLOOR TIE ANCHORS, ETC H. CORNERS AND INTERSECTIONS OF SHEAR WALLS SHALL BE BUILT INTEGRALLY. THE SHEATHING FROM EACH WAIL SHALL BE EDGE NAILED TO A COMMON BACK UP MEMBER. L SILL PLATES FOR SHEAR WALLS SMALL BE 2X MATERIAL (3X WHEN SPECIFIED), AND ANCHOR BOLTS SHALL HAVE A 5'X5'X5/16' SQUARE VASHER, 1 'AMINATED BUILT -UP BEAMS OF 2X__ MEMBERS 13' DEEP OR LESS SMALL BE NAILED TOGETHER WITH NOT LESS THAN 16d NAILS AT 12' O. C , STAGGERED USE (2) -2Od COMMON NAILS AT ALL SUPPORTS, 2X__ MEMBERS DEEPER THAN I0' SHALL BE BOLTED TOGETHER WITH 1/2' BATS AT 16' 6C, STAGGERED WITH 2 BOLTS AT SUPPORTS. PRE - FABRICATED WOW TRUSSES C. PRODUCT, A PRE- FABRICATED WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF €HE TRUSS PLATE INSTITUTE (TPI). ALL METAL GUSSET PLATES SHALL BE GALVANIZED AND SHALL BE DESIGNED AND MANUFACTURED AS APPROVED BY 'THE RESEARCH COMUTTEE FOR THE DCBW. 2, DES 15N, A THE TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF THNE PRE - FABRICATED WOOD TRUSSES, B. ALL PRE - FABRICATED YSIIUD TRUSSES SHALL BE DESIGNED AMID STAMPED BY P. PROFESSIONAL ENGINEER CURRENTLY LICENSED IN THE STATE O IDAHO, C, THE TRUSSES SHALL BE DESIGNED TO SUPPORT THE 79- LOWING UNIFORM LOADS. DEAD LEAD (TOP CHORD) i5 PSF DEAD LOAD (BOTTOM CHORD) 10 PSF LIVE LOAD -SNOV (TOO CHORD) 40 PSF (PLUS DRIFT) LIVE LOAD- (BOTTOM CHORD) '0 PSF (NM- CORNCURRENT> TOTAL LOAD 65 PSF (PLUS DRIFT) 'HEY SHALL BE DESIGNED FOR THE WIND LOADS SHOWN IN THE BASIS OF DESIGN SECTION OF THESE GENERAL NOTES. THEY SHALL ALSO BE DESIGNED IN ACCORDANCE WITH SHOW DRIFT REQUIREMENTS IF THE IBC AND ASCE 7, FUR 'UNBALANCED LOADS, LOWER ROLES, OVERHANGS, VALLEYS, RIDGES, GABLES, ETC. D, THE EFFECTS 7 ECCENTRIC LOADING SHALL BE CONSIDERED IN THE DESIGN OF 'EEL JOINTS. E. TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED BY THE TRUSS MANUFACTURER 3. FABRICATION, A TRUSSES SHALL BE FABRICATED IN JIGS WITH LUMBER ACCURATELY CUT TO PROVIDE FULL BEARING AT ALL JOINTS. B. LUMBER SHALL BE 42 DOUG FIR OR BETTER, C. !-UMBER SHALL BE KILN DRIED D POSITION ALL MENDERS AS SHOWN ON TP' DRAWINGS, MAINTAINING THE TRUSS CONFIGURATION, MEMBER SIZE AND CALCULATED STRESSES FOR EACH MEMBER AS DETAILED, E. METAL GUSSET. PLATES SHALL BE PRESSED INTO MEMBERS TO -BTAIN FULL PFWTRATI-ON WITH CUT CRUSHING THE WT SIDE SURFACES O' T'HE WYID, F PLATES SHALL BE BALANCED ON THE .HINT AS THE STRESSES REQUIRE AMC SMALL HAVE A MINIMUM SITE OF 3' LENGTH UR ALL MEMBERS. THE MINIMUM SIZE FOR ANY CONNECTOR SHALL BE 18 SQUARE INCHES, G. EACH CONNECTOR SHALL BE DIMENSIONED ON THE SHE DRAWINGS AS TO THE EXACT LOCATION FOR EACH JOINT. H A STRESS INCREASE FOR THE VALUE OF A METAL CONNECTOR FUR DURATION EE LEADING OR OTHER FACTORS WILL NOT BE ALLOWED. L FUR TRUSSES SIZE PLATES, NAIL, AND STEEL SECTION, FOR I35 PERCENT IF MEMBER FORCES, 4. ERECTION A. ROT TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE 'LATERAL BRACIK OF T4 T A TIT ' (TP ). REW (?REPENTS THE TRUSS PLATE :NS U E I B WHERE MULTIPLE TRUSSES ARE USED, THEY SHALL BE CONNECTED TOGETHER PER THE MANUFACTURERS RECD@ENDATICNS. MASONRY VENEER P RT�G�q�, '�4�`,� �Y 1, M,> No ?47537 %, ,z% L EON VIILUAMS ?110-�'l - ,INNER �-l;- l7F�M en t . W i t_ Q,- <h 6- A 0 vA� gs ui w 01<i; mI CONSULTANTS: 75 South 600 Peat Log., UT (435) 752-434+ ZwElAwabalm TANNER SMITH BARFUSS # AS= StA f-i Erg,, - 233 40H, 1250 Mket /N1 S,Im', Eta, 84P.4 (801) 298 -8795 1N5 'aeat Cont. P-0.4. Waro 83.204 (FPM) ]Sl -Ram I. (w) 233 -0529 ELECTRICAL PAYN 1823 E Ca,t. St PocoteMa. V.4. 81201 (209) 232 -4439 F,a (308) 232 -1435 0, t— Z Q < p W 11 m 7 d w lu z to F U U � a a � I, PRODUCT mmm A LEDGERS AND LINTELS SHALL BE ASTM A36 GALVANIZED MATERIAL. B MASONRY VENEER ANCHOR TIES SMALL BE ME OF THE FOLLOWING REVISION: I. DOVETAIL ANCHOR& IL DV -10 SEISMIC CLIP INTERLOCK SYSTEM BY HOMANN U BARNARD *IfTD III, ARCHITECT AND STRUCTURAL ENGINEER APPROVED TWO PIECE ADJUSTABLE - HOT- DIPPEB GALVANIZED TIES, P_ INSTALLATION, A MASONRY VENEER SHALL RE INDEPENDENTLY SUPPORTED AT EACH STORY IN SEISMIC DESIGN CATEGORY D, E, OR F. 3, MAXIMUM SPACING OF ANCHOR TIES SHALL BE 16' a C, HURRIZONTAL AND VERTICAL., C PROVIDE CONTINUO ?S HDRIZC TAL GALVANIZES 49 WIRE IN CENTER THIRD O MORTAR JOINTS AT 16' O C.. ENGAGE 49 WIRE WI -H ALL ANCHOR TIES D. MAXIMUM SPACING IF STUD BACX:W SMALL BE 16' 0. C STUDS SHALL BE , CONSTRUCTION JOINTS IN MASONRY VENEER WALLS SHALL BE PROVIDED AS PER THE ARCHITECTURAL DRAWINGS, AND SHALL BE SPACED AT A MAXIMUM O' 30' -G' C. C, FOR BRICK VENEER AND A MAXIMUM OF I5' -0' 0. C FOR MASONRY BLOCK VENEER. DRAM BY: I J06 N¢ RG 424 �. iO#CKEO BY; . .. .... ......._. ']ATE; i ,_-a CG- Ti . ..._._..____...._. ...... PLOT DATE: DRAWING NO. Fu sc.: OF - PLYWOOD SHEAR WALL SCHEDULE WALL SHEATHING A.P.A. RATED NAE91C P IN EDGES SUPPORTS Mw. S61 PLATE SIZE MIN. STUD SIZE AT ABUTTING PANELS. CAPACITY SN-1 15 3Y DINE SIB 8d# 6' as 8d Q t2' as 2K 2x 280 FLF SW-2 15/3f ONE ME 8d 0 < at 8d 0 it aC 2x 21 130 FtF SW-3 is 3Y OE s 6d Sr at 8d 0 12' as 21 2x 550 PIF 574 is GNE SIX W- Y O.G. 8d 0 12' aC 3z lac 730 PLF NNOIORAtE SCHEDULE (WOOD) WALL BOLTING A35 LTP4 16d NAIL 2x TO 2x OR THICKER NOTES SW_I 3 Q 48' as 24' D.C. 24' O.C. r as SW-2 i 032' as 78' as t8' O.C. 4 aC SW-3 5 Q 24 O.0 14' at ,4' at r ac, 5W-4 3/4o 0 3r at If at it' ac. 25' ac. SW-/ WITH - INDICATES SPECIAL DETAILING REQUIRED AROUND OPENINGS SEE DETAIL 14/S&Z PLYWOOD SHEAR WALL AND ANCHORAGE GENERAL NO 1. ALL STUDS AND PLATES SHALL MEET THE MATERIALS REQUIREMENTS SPECITED IN THE GENERAL NOTES 2. ALIGN STUDS WITH FRAMING MEMBERS ABOVE, TYPICAL U.N.O. 3. PROVIDE SINGLE SILL PLATE AT BOTTOM OF WALL AND DOUBLE TOP PATE AT TOP OF WALL, TYPICAL U.N.O. USE 3X MATERIAL WHEN SPEOM. 4. PROVIDE SPLICES IN PATES CENTERED OVER STUDS ONLY STAGGER TOP PATE WUCES AT LEAST SIX FEET, SEE DETAIL. I/S5.5. 5. PROVE FULL HEIGHT STUDS BETWEEN FRAMING LEVELS, TYPICAL, U.N.O. PROVIDE PATES AT BEARING LOCATIONS ONLY. DO NOT PROVIDE /NIERMEOATE PATES IN WALLS BETWEEN FRAMING LEVELS. 6. ANCHOR BOLTS N SILL PATES SHALL BE PLACED SO AS NOT TO COINCIDE WITH THE LOCATION OF THE STUDS ABOVE 7. ANCHOR BOLTS SHALL BE CENTERED IN SILL PLATE. TYPICAL, U.N.O. & SHEAR WALLS SHALL BE FULLY BLOCKED RILL HEIGHT OF WALL 9. ALL MAILS SIZES TO BE COMMON OR GALVANIZED BOX to WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6' O.C. ON EITHER SCE, PANEL JOINTS SHALL BE %TSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3x MEMBERS OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. it. ALL ANCHOR WOK,TS 4RALL HAVE A 6 /te'x6',r3' THIq( PLATE WASHER. 12 SEE OENfRAI NOTES fOR AOOTIOU MPORMAttON. STUD WALL SCHEDULE STIR LAM! STUDS SPACING TOP PLATE NOTES W-1 2X6 16 ac 2 246 SEE 900 WAIL SCHEDULE FOR 3X REWREMENTS i W-2 2 2X6 24 as 2 W 2X6 RAM 2108 13MOW EACH TRUSS W-3 22781 16' O.C. O.C. 2 2X6 KALE 2 210 BELOW EACH JOUST W74 3 16 aG 2 3X6 PUVCE 3 2X8 BELOW EACH JCST OF W-5 38 I6' all 2 2X8 RACE i 2X8 SIN EACH JUST W-8 22X8 t6' as 2X6 PLACE 2X8 3100 EKH JOST STEEL ANGEL LINTEL SCHEDULE 1. PROVIDE I. OF BEARING FOR EACH FOOT OF OPENING. 6' MINIMUK EACH SIDE 2. CONTACT STRUCTURAL ENC.IEE.R FOR ALL UN7ELS WITH SPANS GREATER THAN 13 FEET. CLEAR OPENING _ ANGLE 92E UP 70 5' -0' 3-1 /2'X3- tj2'x1 /4' 5' -(i TO Y -O' 3 -i /2'X3- i/2'XS/16' J'-0' TO 9' -0' 4'X3 -1 jYXS%78' 9'-0' TO W' -(Y 5'X3 -i /2'X5 /18' i(Y -0" i0 tr -fY 6'%4'X7 /2' No147537 e�f(LEON WILLVNS Ill Q O �4�y Q W1QN 75 South 600 NWt L.9w UT 4{.8} 752 -4941 TAf86JC s>,a7rt 6N611SS 3 ASSOC 9lxucturtl E,4- T33 t1oAh 7290 Wsk sR07 IanIHW, CiCOh 64014 JNfi Wst Ce+tar lyppWq ?MsA9 83'7D4 373 -0929 PLAYAS t I 7623 E Cntr St Pocata9q IdMo 83201 (208) 232 -4439 iox (106) 2 32 -1439 4 w � ISl lu a w RE1nsa4: 1i 0 i CONSTiI1CTiO7 SET DRAWN BY: JOB N0: RG 424 C#C(€D BY: OATS: i PLOT DATE: C� DRAWING N0. Ixe 54.2 STEEL ANGEL LINTEL SCHEDULE 1. PROVIDE I. OF BEARING FOR EACH FOOT OF OPENING. 6' MINIMUK EACH SIDE 2. CONTACT STRUCTURAL ENC.IEE.R FOR ALL UN7ELS WITH SPANS GREATER THAN 13 FEET. CLEAR OPENING _ ANGLE 92E UP 70 5' -0' 3-1 /2'X3- tj2'x1 /4' 5' -(i TO Y -O' 3 -i /2'X3- i/2'XS/16' J'-0' TO 9' -0' 4'X3 -1 jYXS%78' 9'-0' TO W' -(Y 5'X3 -i /2'X5 /18' i(Y -0" i0 tr -fY 6'%4'X7 /2' No147537 e�f(LEON WILLVNS Ill Q O �4�y Q W1QN 75 South 600 NWt L.9w UT 4{.8} 752 -4941 TAf86JC s>,a7rt 6N611SS 3 ASSOC 9lxucturtl E,4- T33 t1oAh 7290 Wsk sR07 IanIHW, CiCOh 64014 JNfi Wst Ce+tar lyppWq ?MsA9 83'7D4 373 -0929 PLAYAS t I 7623 E Cntr St Pocata9q IdMo 83201 (208) 232 -4439 iox (106) 2 32 -1439 4 w � ISl lu a w RE1nsa4: 1i 0 i CONSTiI1CTiO7 SET DRAWN BY: JOB N0: RG 424 C#C(€D BY: OATS: i PLOT DATE: C� DRAWING N0. Ixe 54.2 jYXS%78' 9'-0' TO W' -(Y 5'X3 -i /2'X5 /18' i(Y -0" i0 tr -fY 6'%4'X7 /2' No147537 e�f(LEON WILLVNS Ill Q O �4�y Q W1QN 75 South 600 NWt L.9w UT 4{.8} 752 -4941 TAf86JC s>,a7rt 6N611SS 3 ASSOC 9lxucturtl E,4- T33 t1oAh 7290 Wsk sR07 IanIHW, CiCOh 64014 JNfi Wst Ce+tar lyppWq ?MsA9 83'7D4 373 -0929 PLAYAS t I 7623 E Cntr St Pocata9q IdMo 83201 (208) 232 -4439 iox (106) 2 32 -1439 4 w � ISl lu a w RE1nsa4: 1i 0 i CONSTiI1CTiO7 SET DRAWN BY: JOB N0: RG 424 C#C(€D BY: OATS: i PLOT DATE: C� DRAWING N0. Ixe 54.2 WILLVNS Ill Q O �4�y Q W1QN 75 South 600 NWt L.9w UT 4{.8} 752 -4941 TAf86JC s>,a7rt 6N611SS 3 ASSOC 9lxucturtl E,4- T33 t1oAh 7290 Wsk sR07 IanIHW, CiCOh 64014 JNfi Wst Ce+tar lyppWq ?MsA9 83'7D4 373 -0929 PLAYAS t I 7623 E Cntr St Pocata9q IdMo 83201 (208) 232 -4439 iox (106) 2 32 -1439 4 w � ISl lu a w RE1nsa4: 1i 0 i CONSTiI1CTiO7 SET DRAWN BY: JOB N0: RG 424 C#C(€D BY: OATS: i PLOT DATE: C� DRAWING N0. Ixe 54.2 _0. 1 A TW-100 -' F =99•_4• 9 9 _6 S5 S5, t D r - - ,F =97 G r' = 77 ss.a B LENGTH 02 NOTES S5.0 5' -0• VTF- F- .5 `' 4' CONCRE L SLAB ON GRACE. REINFORCE Tff =99' -4• F- 5 I i 7' 4 it 55.0 T -0• MATH 44 AT, 18.0.C. BOTH WAYS CENTER SA F-9 8' -0` 73 20" (12) #5 E.W. OPR TYP. Tf =yr_p:- 8' -0' 24' 4 (12) #5i EW. (12) #5 E.W. F -BLS 1 8' -6' 8' -6' 117-0 -0' i F -9 E 9' -0' 9' -0• iF =97' -0' F -BS f BRACE 2 i 12 55.0 ,,tt `` W S5.0 a' 99 -4' TP =99' -4' f ` TW--10Q'- F -4C ` 4' -0' { tiJk 12' (4) #5 LW., #5 0 id'O.C. C.W. d 7 .� 4 S5.0 $' CaNCREiE WALL , f f BOH WAYS CENTER OF SLAB. PLACE ON SS.p 2 A REINFORCE PER GENERAL VERICAL REINFORCING N ELEMENT ABOVE. S!- $ FREE DRAINING GRANULAR FILL A7TACH NEW SLAB ro EXISTING SLAB W"H 8. PENE'RATIW THROUGH '00TINGS ARE NOT ALLOWED. MESS APPROVED BY THE ARCTITECT AND /OR STRUCTURAL ENGINEER tN WRITNG PRIOR TO CASTING FOOTING. 58 10. #4 0 9' O.C. MAY BE USED IN LIEU OF #5 O 14' 7_C. - - -- #4X24' DOWELS A 8' O C. D ttil AND - - SG dam+ it 1p 6 /51 - { � $ - � I�y} SE: PLAN. j TF- 96' -0' : '4 5D j f SUMP , SS.Q 3C �N ZaPt' I 6' • TW=t00'_0 F9j 3 I 3-2 11/16' TF =97-0" 7 X ° I TF�= 0 3x-3 3 13' -4 3/4' .. _... ............ --- SS SS p 16_9 1,f87 1;, 0 BZ ryMi00' -Q' 2' -0. (A (Al 7F =97 -0' , C C2D TW= t00' -0' T'W=99' -4' V HOLD DOWN BY SiMPSON USE (2) STUDS E AT HOLD DOWN AND 2.55DS SCREWS BY '0 TYP t' -6• f #50 12'� O.C. �,� ' •• �" • _12 E 7F =96�0. +1 18• _.- 5 F-7 t �� _ #5 O 12' O.C. BOTH WAYS F- .5 s ASS ( - 7 TF 9T 0' TW =99' -4' I j ! - r- - ssD I i (I 3/4• GUSSET PI_AFE � , # A I SEE PLAN. . I M � 5`xY , s TW=100' -p• V TF =9Y -0' � 10 S5.0 Vw ill WITH (2) 3 /4•DIA. ANCHOR +y +, E TF =99 "a" = +8 B SEE PLAN. ` o O 7=9T -0' S F -3C y ,F I 1 EMTTEO N SET -XP EPDXY € 4 PLACES 3' L---- --- - -- I ,7t9 ' STEEL COLUMN, 51.0 2 SEE PLAN, CENTER IN e� 559 I a TW =99'-4. 1! 1/4 4 4 17 TW=100' -Q` 6 S5.0 74 St 4. -3. q x 55.0 x 7 y 0 SCALE: 3J4' =t' G' S1,O SCALE: 3/4 =1' 00 Tw=700, -G' -,-- 4A ° FOOi1NG SCHEDULE j BEARING PRESSURE = 2500 PST B LENGTH FOOTING AND FOMATtON PLAN NOTM NOTES S5.0 5' -0• VTF- F- .5 `' 4' CONCRE L SLAB ON GRACE. REINFORCE Tff =99' -4• F- 5 I i 7' 4 T -0• MATH 44 AT, 18.0.C. BOTH WAYS CENTER SA F-9 8' -0` 8' -0" 20" (12) #5 E.W. _ Tf =yr_p:- 8' -0' 24' 4 (12) #5i EW. (12) #5 E.W. F -BLS 1 8' -6' 8' -6' GRANULAR FILL. SEE LINE - - .- - i F -9 E 9' -0' 9' -0• '1 FOR EXTENT OF CONCRETE SLAB. o t ,,tt `` W S5.0 a' 99 -4' � ` OPP. TYP. '-� W F -4C ` 4' -0' i !� 7 V 12' (4) #5 LW., #5 0 id'O.C. C.W. f CONT. S5.0 $' CaNCREiE WALL , f I. ALL FOOINGS SHALL BF_AR ON PROPERLY PREPARED MATERIAL SEE THE SITE PREPARATION NOTES. BOH WAYS CENTER OF SLAB. PLACE ON 3. ALL EXTER;OR FOOTINGS SHALL BEAR BELOW THE EFFECTS OF TH•E FROST. 4. PRONDE A 2X4 BEVELED KEY WAY IN ALL CONTINUOUS WAIL FO07iNGS. REINFORCE PER GENERAL VERICAL REINFORCING N ELEMENT ABOVE. S!- $ FREE DRAINING GRANULAR FILL A7TACH NEW SLAB ro EXISTING SLAB W"H 8. PENE'RATIW THROUGH '00TINGS ARE NOT ALLOWED. MESS APPROVED BY THE ARCTITECT AND /OR STRUCTURAL ENGINEER tN WRITNG PRIOR TO CASTING FOOTING. 58 10. #4 0 9' O.C. MAY BE USED IN LIEU OF #5 O 14' 7_C. - - -- #4X24' DOWELS A 8' O C. D ttil AND - - SG dam+ S"NS X � TWr=99'- 4•.... 6 /51 - { � $ - � I�y} SE: PLAN. j 5D i F x I I IF 3C 3C �N ZaPt' -6 d, 6' • TW=t00'_0 F9j DETAIL 18/S5.0_ t--a1 3-2 11/16' TF =97-0" 7 X ° I TF�= 0 3x-3 3 13' -4 3/4' .. _... ............ --- - -' SS p 16_9 1,f87 1;, 0 BZ ryMi00' -Q' (A (Al A3 �8 6t C C2D �• V HOLD DOWN BY SiMPSON USE (2) STUDS ° FOOi1NG SCHEDULE j BEARING PRESSURE = 2500 PST MARK I TWD- LENGTH FOOTING AND FOMATtON PLAN NOTM NOTES F -5 15 -O' 5' -0• 14' (6) g.5 E.W 4' CONCRE L SLAB ON GRACE. REINFORCE W -0" 16• ': (7) 15 E.W. - i F -7 I T -0' T -0• MATH 44 AT, 18.0.C. BOTH WAYS CENTER ^I,F =97' -.y F-9 8' -0` 8' -0" 20" (12) #5 E.W. z OF SLAB. P;.ACE ON 4' FREE DRAINING 8' -0' 24' 4 (12) #5i EW. (12) #5 E.W. F -BLS 1 8' -6' 8' -6' GRANULAR FILL. SEE LINE - - .- - a F -9 E 9' -0' 9' -0• 24' j (t 4) #5 E.W. ! FOR EXTENT OF CONCRETE SLAB. o t ,,tt `` W DOYk1 TO MAT � ER #CAL F -3C : 3' -0' � FUTURE 4' CONCRETE SLAB SLAB tXN F -4C ` 4' -0' WALL RUNE. 12' (4) #5 LW., #5 0 id'O.C. C.W. GRADE, REINFORCE NTH #4 AT 19"O.C, CONT. 24' I {i2) p L.W., #4 0 5'O.C. C.W." 1 (12) 9 LW, #4 O 5'O.C. GW•• $' CaNCREiE WALL C.W.: CROSSWISE i E.W. - EACH WAY LW. LENGTHWISE__.._...____. I. ALL FOOINGS SHALL BF_AR ON PROPERLY PREPARED MATERIAL SEE THE SITE PREPARATION NOTES. BOH WAYS CENTER OF SLAB. PLACE ON 3. ALL EXTER;OR FOOTINGS SHALL BEAR BELOW THE EFFECTS OF TH•E FROST. 4. PRONDE A 2X4 BEVELED KEY WAY IN ALL CONTINUOUS WAIL FO07iNGS. REINFORCE PER GENERAL VERICAL REINFORCING N ELEMENT ABOVE. 6. PROYNE MINIMUM COYER FOR ALL REiNFO'RC;NG PER GENERAL NOTES. $ FREE DRAINING GRANULAR FILL A7TACH NEW SLAB ro EXISTING SLAB W"H 8. PENE'RATIW THROUGH '00TINGS ARE NOT ALLOWED. MESS APPROVED BY THE ARCTITECT AND /OR STRUCTURAL ENGINEER tN WRITNG PRIOR TO CASTING FOOTING. 9. SEE GENERAL. NOES FOR ADDITIONAL INFC$NMA'IOV. 10. #4 0 9' O.C. MAY BE USED IN LIEU OF #5 O 14' 7_C. 11. #4 0 5' D.C. MAY BE USED N LIEU OF # 5 0 8" O.C. #4X24' DOWELS A 8' O C. D ttil AND 11) ' C -� - TF =9Y -O' V 72` AOt. (2) 05 TOP AND- BOTTOM. CCNCRETE SLAB, SEE PLAN. � 111 0 EPDXY 4' MINIMUM EMBE.. 14' CONCRETE SLAB, REINFORCE WITH #5 0 tY O.G BOTH WAYS TOP AND BOTTOM. SE: PLAN. j ," 0 FOR STEP IN CONCRETE WALLS SEE DETAIL 18/S5.0_ S50 4 •�' 0 FOR CORNER BARS IN CONCRETE WALLS ryMi00' -Q' SEE DETAIL 79JS5.0 11 �• V HOLD DOWN BY SiMPSON USE (2) STUDS AT HOLD DOWN AND 2.55DS SCREWS BY '0 TYP SIMPSON. DRILL AND EPDXY ANCHOR f #50 12'� O.C. �,� ' •• �" • _12 BOLTS, EMBED 8' MINIMUM N SET -XP +1 18• Q EPDXY BY SIMPSCN OR EQUAL SEE BRACE ELEVATIONS ON SHEET: SIC. 30 #5 O 12' O.C. BOTH WAYS TOP AND BOTTOM. I (I 3/4• GUSSET PI_AFE 57t`E. COLTMN # A SEE PLAN. . STEEL BRACE, 5`xY 1 SEE PLAN. 3 /4'XB"Xi0' BASE PLATE Vw t 1 2,. ' CONCRETE WALL, WITH (2) 3 /4•DIA. ANCHOR 5/16' SEE PLAN. ` o O BOLTS. DPoLL AND EPDXY ANCHORS WITH W MN. 2A 3 EMTTEO N SET -XP EPDXY € 4 PLACES 3' BY SIMPSON OR EQUAL ' ,7t9 ' STEEL COLUMN, 51.0 SEE PLAN, CENTER IN 2X8 WALL a TW =99'-4. 1! 1/4 4 4 17 6 S5.0 TF =97' -0' 7 y 0 SCALE: 3J4' =t' G' S1,O SCALE: 3/4 =1' 00 Tw=700, -G' -,-- 4A E Et F -6 -O' 58 - SIC SIR No, 147537 z z LEON WY LiAMS }iI 9 OF DNSIATANTS; WUE'J JESM 75 Sat" WO W_ 4aWm {435) 752 -45" SIN}lCSTRAL EMWTtING SLu<t.d fiFeo_ 213 NMA 12W Wart POT 9eo ft , :Etch 84014 (807) M-M IEaVW.AL DWINSOM 606NEERM SYSTw ASSOC 315 0.1 Cantor Paotwo, woho 85204 (7q4) ZiJ-asot Fm (mot) 235-as2a t1.ECTpx;Ai. - ,Qx'N�N6- _ _ PAYW &0091W WC .823 E Cmiar St. Perotaa Md. 932M (2(A) 232 -44.% Fm (208) 232 -1435 FOOi1NG SCHEDULE j BEARING PRESSURE = 2500 PST MARK I TWD- LENGTH THICK.''; BOTTOM RE1NF. TOP RENNF. NOTES F -5 15 -O' 5' -0• 14' (6) g.5 E.W ' F -fi 1 6' -0 W -0" 16• ': (7) 15 E.W. - i F -7 I T -0' T -0• i8' (9) #5 EW. --- F-9 8' -0` 8' -0" 20" (12) #5 E.W. z F -8S 8'-0• 8' -0' 24' 4 (12) #5i EW. (12) #5 E.W. F -BLS 1 8' -6' 8' -6' 24' (13) #5 E.W. j a F -9 E 9' -0' 9' -0• 24' j (t 4) #5 E.W. ! 0 ,,tt `` W F -3C : 3' -0' CON'. 12' (3) L.W.. #4 O 9.O.C. C.W.• F -4C ` 4' -0' CONL 12' (4) #5 LW., #5 0 id'O.C. C.W. F -8C 8' -0" CONT. 24' I {i2) p L.W., #4 0 5'O.C. C.W." 1 (12) 9 LW, #4 O 5'O.C. GW•• C.W.: CROSSWISE i E.W. - EACH WAY LW. LENGTHWISE__.._...____. I. ALL FOOINGS SHALL BF_AR ON PROPERLY PREPARED MATERIAL SEE THE SITE PREPARATION NOTES. 2. ALL FOOTINGS SHALL BE CENTERED BELOW THE WALL AND ! OR COLUMN ABOVE, TYP., O.N.O. 3. ALL EXTER;OR FOOTINGS SHALL BEAR BELOW THE EFFECTS OF TH•E FROST. 4. PRONDE A 2X4 BEVELED KEY WAY IN ALL CONTINUOUS WAIL FO07iNGS. 5. PROiIDE DOWELS WITH STANDARD HOOCS FROM FOOTINGS TO ANY REINFORCED ELEMENT ABOVE WITH SIZE AND SPACING TO MATCH VERICAL REINFORCING N ELEMENT ABOVE. 6. PROYNE MINIMUM COYER FOR ALL REiNFO'RC;NG PER GENERAL NOTES. 7. ANY INCREASE .N 'HE SIZE OF FOOT>NGS SHOWN MAY REQUIRE ADDITIONAL RENFDRCING, COORDINATE OIN ;TIE ARCHITECT AND STRU TURAL ENGINEER. 8. PENE'RATIW THROUGH '00TINGS ARE NOT ALLOWED. MESS APPROVED BY THE ARCTITECT AND /OR STRUCTURAL ENGINEER tN WRITNG PRIOR TO CASTING FOOTING. 9. SEE GENERAL. NOES FOR ADDITIONAL INFC$NMA'IOV. 10. #4 0 9' O.C. MAY BE USED IN LIEU OF #5 O 14' 7_C. 11. #4 0 5' D.C. MAY BE USED N LIEU OF # 5 0 8" O.C. '. TYP. FTG RELINE. I SIR No, 147537 z z LEON WY LiAMS }iI 9 OF DNSIATANTS; WUE'J JESM 75 Sat" WO W_ 4aWm {435) 752 -45" SIN}lCSTRAL EMWTtING SLu<t.d fiFeo_ 213 NMA 12W Wart POT 9eo ft , :Etch 84014 (807) M-M IEaVW.AL DWINSOM 606NEERM SYSTw ASSOC 315 0.1 Cantor Paotwo, woho 85204 (7q4) ZiJ-asot Fm (mot) 235-as2a t1.ECTpx;Ai. - ,Qx'N�N6- _ _ PAYW &0091W WC .823 E Cmiar St. Perotaa Md. 932M (2(A) 232 -44.% Fm (208) 232 -1435 DRAWN BY .LOB NU Rd 424 {3N 00 BY I DATE L-B OC7 ..PLOT DATE - DRAWING N0. FTP ,,rrte� 4F 4 � Z z � � a IL 0 ,,tt `` W W r� V z ............._ REVISION: '. DRAWN BY .LOB NU Rd 424 {3N 00 BY I DATE L-B OC7 ..PLOT DATE - DRAWING N0. FTP ,,rrte� 4F AA6 2X8 TYR. O �C ski_I:�i�� Dry /� n,n n `v 02 �A 00,; 48 - � O r (3) 2x8 m x4x1 lk y i9 A 5 (3) 1.3/4X7.1/4 LVL 5A - 4 S5 2 t VIYiI v 10y■ 56 -- Z { N.. 147537 `1121, z z FLOOR SHEATHING SHALL BE 3/4` TGNCu£ AND GROOVE A.P.A RAZED WOOD STRUCTURAL PANELS, EXPOSURE 1, WITH MIN, SPAN INDEX OF _ z( LEON WIILIMNS i �'�, �'4Tf � 40/20. APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS.. TWO OF !A e SPAN MIN. GLUE AT ALL EDGES AND AT SUPPORTS. ATTACH TO SUPPORTS WITH 10d COMMON NAILS: 6'0.C. AT ALL SUPPORTED PANEL �22 2K8 YP EDGES. DRAG STRUTS, BOUNDARIES, AND /OR SHEAR WALLS, IrO.C. IN I tU THE FIELD. G _! It 6 O ALL EXTERIOR WALLS SHALL BE SW-I, UNLESS NOTED CTHERWISE, SEE REVISION: W -5 1I /10/2011 GONsm''CRON SET SHEAR WALL SCHEDULE. SEE DETAIL 5/S5.5 FOR SLOCK!NG. r 3� ALL STEEL COLUMNS IN STRUCTURAL SHEAT:ED SHEAR WALLS SHALL HAVE 5/8' THREADED STUDS AT 16' O.C. FOR ATTACHMENT OF 3X STUD i5 A 16'O.C. I 'W 1 fs TO STEEL COLUMN FOR EACH DIRECTION STUD WALL EXTENDS OUT FROM `. COLJMN. 4 ' Q4 IT + OK (gT - NUMBER OF TRIMMER STUDS, p( . NUMBER OF KING I 1 � �(3) 2X8 TOTAL 1 POST) SEE DETAIL ,O /S5.3. ( �iK+j2T TYR d ALL HEADERS SHALL HAVE (1) TRIMMER STUD AND (i) KONG POST STUD 1 ( A5 TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL ,O /S5.3. A At A3 62 �B B1' 6 - - =f-- -- (�-(3) 1.3/4X9.1/4 L'A _ o 44 _ 3N (3) 1.3/07.1/4 LVL A .y0i,3 m, I H 4X, D c+ w r 0 n S5. 19 x ,S, HSS8X4X1 s m v (3)2X8 3)2X LOW .i e> 2A 3 - vin yS 24' RED 190 016'O.C. z (3) 2X8 TOTAL C3 1K +2. TP. j C2 O ® 15 S5.2 j n f' I Qs� 58 Q - 5C 3 -- - LEVEL '"WO FRAMING FLAN SCALE. 1/8' - i' - 6' NPCft - NOTF-5 \F STrt , L Q Z LM TWO FRAMING PLAN: N.. 147537 `1121, z z FLOOR SHEATHING SHALL BE 3/4` TGNCu£ AND GROOVE A.P.A RAZED WOOD STRUCTURAL PANELS, EXPOSURE 1, WITH MIN, SPAN INDEX OF O z( LEON WIILIMNS i �'�, �'4Tf � 40/20. APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS.. TWO OF !A e SPAN MIN. GLUE AT ALL EDGES AND AT SUPPORTS. ATTACH TO SUPPORTS WITH 10d COMMON NAILS: 6'0.C. AT ALL SUPPORTED PANEL i~ EDGES. DRAG STRUTS, BOUNDARIES, AND /OR SHEAR WALLS, IrO.C. IN I tU THE FIELD. G _! It 6 O ALL EXTERIOR WALLS SHALL BE SW-I, UNLESS NOTED CTHERWISE, SEE REVISION: _ 1I /10/2011 GONsm''CRON SET SHEAR WALL SCHEDULE. SEE DETAIL 5/S5.5 FOR SLOCK!NG. r 3� ALL STEEL COLUMNS IN STRUCTURAL SHEAT:ED SHEAR WALLS SHALL HAVE 5/8' THREADED STUDS AT 16' O.C. FOR ATTACHMENT OF 3X STUD I 'W TO STEEL COLUMN FOR EACH DIRECTION STUD WALL EXTENDS OUT FROM `. COLJMN. 4 ' Q4 IT + OK (gT - NUMBER OF TRIMMER STUDS, p( . NUMBER OF KING Q POST) SEE DETAIL ,O /S5.3. d ALL HEADERS SHALL HAVE (1) TRIMMER STUD AND (i) KONG POST STUD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL ,O /S5.3. O ,. ® FOR 00-IUZ TOP PLATE SPLICE SEE DETAIL 1/S55 d ROOF SHEATHING SHALL BE 5/8' A.P.A. RATED WOOD STRUCTURAL t%} PANELS. EXPOSURE 1, WITH MINIMUM SPAN INDEX OF 40/20. APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS- TWO SPAN MINIMUM. ATTACH TO SUPPORTS WITH 10d COMMON NAILS: 6'0.C. A' ALL PANEL EDGES. DRAG STRUTS, BOUNDARIES, AND/OR SHEAR WALLS, IrO.C. IN THE FIELD. d HOLD DOWN BY SIMPSON USE (3) STUDS AND 2.5SOS SCREWS BY j C04,SUUANTS: SIMPSON, I, ® FLOOR 9-48 SHAL -. BE 4' TOTAL THICKNESS UGHTWEGiT CONCRETE SLAB ( ON 1.1/2' X 18 GAUGE TYPE 'B' COMPOSITE GALVANIZED FLOOR DECK J7{ WITH INTERLOCKING SIDE LAPS. SHORE AS RECD. REINFORCE WITH j4 75 SaN eao wenxt UT BARS AT 18'O.C. EACH "WAY. ATTACH DECK TO SUPPORTS, ATTACH TO (433) 752 -4544 PERPENDICULAR SUPPORTS 'NTH (7) 314' DIAMETER PUDDLE WELDS PER 36' WIDE SHEET. ATTACH TO PARALLEL SUPPORTS WITH 3/4' DIAMETER PUDDLE WEDS AT 12'0.C. ATTACH SIDE LAPS WITH 1 1/2' LONG TOP '! TANNER SMITH BARFUSS a ASSX SHnrcturd Enos SLAM WILDS AT 12'0.C. 233 Nana ,250 Wut JIM ' B —flfw, Utah 1� i -JOIST BLOCKING FOR 8' -0' AT CENTER OF ELEVATOR VAULT. FACE IBM) 298 -8745 CS16 BY SIMPSON ALONG BLOCKING. d ALL STEEL BEAMS SHALL HAVE 3X TOP PLATE WITH WIDTH EQUAL TO s i BEAM FLANGE WITH PLUS 1/2'. ATTACH TO BEAM WITH 5/8'4 CARRIAGE 315 want cent'' BOLTS AT 12'0.C. STAGGERED. � r'amtx WaM 83264 �: ® SEE BRACE ELEVATIONS ON SHEET 52.0. {g{a F¢ (60tl 233 -652 d { 13 ALL I- IOISTS SHALL HAVE BRIDGING AT 8- D'O.C, PAttB: ENGF+EeieNG 4tG. 1823 E Cent. SL Po Mat Idaho 83201 (206) 232 -4434 Fax (208) 232 -1435 Q FAWN BY: ' ,A6 NO' FRG 424 CHECKED BY: DATL: E 1 II PLOT DATE I, DR "'�.AWING NO- OF - Z ~ z z, O � !A e iI - i~ tU tU G _! It 6 O REVISION: _ 1I /10/2011 GONsm''CRON SET FAWN BY: ' ,A6 NO' FRG 424 CHECKED BY: DATL: E 1 II PLOT DATE I, DR "'�.AWING NO- OF - \1 A Al A2 7 .4 10 .4 2XA�N12 O t { (3) 1 314•x7 1/4' n `J N a B s65 63 G? Ct s55D j Di D2 LE ti 55.4 AB SW 3 u `�r�' rytix lu ,'s /a'x+ € ,/4• L lD 1 3 4'X11 1 /2X 0�1 3 — 4 "X7 i'4• L W 1 55,4 X10 a ( 1 O. O.C. i I .T 3 - t% 6X6X3 ~� 17 55.2 .• rrss sXs �6 Ti Z RN AB — W -1 � a x a N N BX4X7 /2 i s � � n � 10 v Ewa lb 5 — 4 �' }q I i 8 1 OW. 55 5 . IT 11 �.n 2X12 . \ ~-2X10 I HIGH AND 10 I LOW 2XW T2) 55.4 9 24' 0 4 (Z) 2X10 O 24 D.t�_ 2X10 HIGH 2#10 �- 1 3 /4-Xll 1/0 L11 LOW. AS 2 L �A (A Ell (2) 2X10 I 1 3/4 "x7 714" LVL � ','E W- N NN x N N N 51 3E R r HISS 9X4X1 X �4 8 s f < _1 3 4 7 .2 4A 19 ssz 3 1 3/4',,9 1/4' LA v— _ ..... , s 5 I d J� S5.1 2 s 55.4 r5 a -- ,Owe -- "41�1'1�'4/ 4'x7 1/4' LVL x �. (2) 2X10 � 14 6 7 2X12 55.4 (2) 2X7O i (2)1 2X10 .� 9 3iO HI A PP. 3 1ex, I / 1 4 L low YP. LEVEL 7 f EREE PRIMING FLAN SCALE. 'I8 0' t Neetn4 — UE7 NDTES �f� SraUi�y:\ REVISION: SET I DRAWN BY: I JOB NO: 'RG 7 424 _ PLOT DATE: =ZEEE= I DRAWING NO. RL: n fl LEVEL ltliFE FRAMING PLAN: J i No.'47537 ail LEON WIi,CM!5 I tD FLOM SHEATHING SHALL BE 3/4' TONGUE AND GROOVE A.P.A RATED 1-' Z �L TARNER 89170 STRUCTURAL PANEL S, EXP0SURE t, WTH MIN, SPAN NDEX OF 40120. APPLY WITH FACE GRAN PERPENDICULAR TO SUPPORTS. TWO ul SPAN WN. CLUE AT ALL EDGES AND AT SUPPORTS. ATTACH TO SUPPORTS NTH 10d COMMON NVLS: 6'O.C. AT ALL SUPPORTED PANEL, - EDGES, DRAG STRUTS, BOUNDARIES, AND /OR SHEAR WALLS, 12.O.C. tN (( j THE JU V ROOF SHEATHING SHAD. BE 5/8' A.P.A. RATED WOOD STRUCTURAL. PANELS, EXPO&AE 1, W14 MINIMUM SPAN NOEX OF 40/20. APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPOR'S. `:WO SPAN MINIMUM. Gi ATTACH TO SUPPORTS WITH 6d COMMON NAILS: 6'O.C. AT ALL PANEL EDGES, DRAG STRUTS, BOUNDARIES, AND /OR SHEAR WALLS, 12'0.C. IN _ THE FIELD. ' Q ALL EXTERIOR WALLS SHALL BE SW-1, UNLESS NOTED OTHERWISE, SEE SHEAR WALL SCHEDULE. SEE DETAIL 5/55.5 FOR BLOCKING. 4� ALL STEEL COLUMNS IN STRUCTURAL SHEATHED SHEAR WALLS SHALL i `& HAVE 5/8' THREADED STUDS AT 18' O.C. FOR ATTACHMENT OF 3X STUD �. TO STEEL COLUMN FOR EACH DIRECTION STUD WALL EXTENDS OUT FROM COLUMN. 50 /T + JK (fT . NUMBER OF TRIMMER STUDS, JK = NUMBER OF KING STUDS) SEE DETAIL 10/55.1 3 . �Y1 ALL HEADERS SHAL HAVE (T) TRIMMER STUD AND (1) KING POST STUD TYPICAL UNLESS NOTED OTHERWISE, SEE DETAIL 10/55.1 :L 7(} HOLD DOWN BY SIMPSON. USE (2) 2X6 STUDS AND 2.5' SOS SCREWS BY » . i SIMPSON. SEE DETAIL 2O/S5.2. SEE DETAIL i/S5.5 FOR DOUBLE TOP PLATE SPLICE. ............... 'I CONSULTANTS: 9Q FLOM SLAS SHALL BE 4' TOTAL THICKNESS U04TWFJGHT CONCRETE SLAB ON t.t/2" X 18 GAUGE TYPE 'B' COMPOSITE GALVANIZED FLOOR DECK ,( YlY3t OWN MN.&Z1 OE�a! WITH INTERLOCKNG SIDE LAPS. SHORE AS REO'D. REINFORCE WIN j4 75 c„�tyl 808 ow BARS AT 18'0.C. EACH WAY. ATTACH DECK TO SUPPORTS. ATTACH TO ) Lam^, UT PERPENDICULAR SUPPORTS WITH (7) 3/4' DIAMETER PUDDLE WELDS PER (435) 752 -45N+ ' 36' WIDE SHEET. ATTACH TO PARALLEL SUPPORTS WIN 3/4' DIAMETER PUDDLE WELDS AT 12'O.C. ATTACH SIDE LAPS WITH 1 1/2' LONG TOP s!aiiitsm" Oe SEAM WELDS AT 12'O.0 sv eod Dip r 215 N" 1258 Wert (201 10 1 INDICATES SNOW DRIFT. SNOW DRIFT TO BE ADDED Oo UU, Wall 84814 , CONCURRENTLY WIN SNOW LOADS. (80i} 298-8795 ii TJ BLOCKING FOR 8' -0' AT CENTER OF ELEVATOR VAULT. PLACE C516 BY SIMPSON ALONG BLOCKING. � �tY ALL STEEL BEAMS SHALL HAVE iX TOP PUTS WITH WiOTH EOUAL TO 1 315 WW Center ? ;� P�epy Mend 83204 BBAM iLN4Q MM Puts 1/2'. ATTAp/ TO 9CAA4 WITH 'J/a•# CMINIlApC BOLTS A'. 12'O.C. STAGGERED, i 4aw) zYJ —min se,, (801) 233 -D529 1 1 SEE BRACE ELEVATIONS ON SHEET SZO, PATl mama N0. i 1821 E. Carrot SE t© ALL I- JOISTS SHALL HAVE BRIDGING AT 8- 0'0.C. PaeetNa, Kano 83281 (288) 232 -4439 S� (206) 232 -1435 REVISION: SET I DRAWN BY: I JOB NO: 'RG 7 424 _ PLOT DATE: =ZEEE= I DRAWING NO. RL: n fl - z 1-' Z z � IL ul W W I- (( j JU REVISION: SET I DRAWN BY: I JOB NO: 'RG 7 424 _ PLOT DATE: =ZEEE= I DRAWING NO. RL: n (3) t 3/ C C C A 1 5 ZY (3) 1 3/4'X I /'LN. -L H� I I C (3) 3/4'X9 1 /4`LVL E7 �fl 2X72 a ^I; 5 55.4 I i � � 'L.4 —�-- - - - .� \✓ / 5 3) 1 3/4`X9 I /FLVL 1 �.4,, .[1L*. -2X72 9 �-(3) 1 3/4'X9 I /4'Ll S 3 , 9 i 4 S5.3 Ttt'. 6 55.3 1-(2) 1 3 /fill 7 /ell 55.3 TYP. 9 3 PLY MIN.) M /4'X18' LV1. 04' 1/4' LVt. 0 SA I H 16H ROOF PRAM l N6 PLAN �'�\ N�31[tif LJ C) E1 MOTES HOOF fRMWdG PLAN: ROOF SHEATHING SHALL BE 5/8' A.P.A. RATED WOOD STRUCTURAL PANELS, EXPOSURE 1, WITH MINIMUM SPAN INDEX OF 40/20. APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. TWO SPAN MINIMUM. ATTACH TO SUPPORTS WITH 10d COMMON NAILS: VO.C. AT ALL PAR! EDGES, DRAG STRUTS. BOUNDARIES, AND /OR SHEAR WALLS, 12-O.C. IN THE FIELD. INDICATES ROOF Si£A'.WNG SHALL BE 5/6' A.P.A. RATED WOOD STRU TURAL PANELS, EXPOSURE 7, LOUTH MINIMUM SPAN INDEX OF 40/20. APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, TWO SPAN MINIMUM. ALL PANEL EDGES SHALL BE BLOCKED. A7TAC,H TO SUPPORTS VN-,' 10d COMMON NAILS 4'O.C. Al Al SUPPORTED PANEL EDGES, DRAG STRUTS, BOUNDARIES, AND /OR SHEAR WALLS, 12'O.C. IN THE FIELD. SEE DETAIL 5/55.5 FOR BLOCKING. /T + OK (fT m NUMBER OF HEMMER STUDS ;iK - NUMBER OF KING STUDS) SEE DETAIL 1O/55.3, ALL HEADERS SHALL HAVE (1) TRRWMER STUD AND (1) KING POST STUD TYPICAL UNLESS NOTED OMERWiSE. SEE DETAIL TO/55.3. (}5 TRUSS SYSTEM TO BE DESIGNED AND STAMPED BY SUPPLIER. TRUSSES SHALL BE DESIGNED FOR MECHANICAL UNIT LOADS, SEE MECHANICAL DRAWINGS FOR MECHANICAL UNITS ON ROOF. ALL EXTERIOR WALLS SHALL BE SW -I, UNLESS NOTED OTHERWISE, SEE SHEAR WALL SCHEDULE SEE DETAIL 5/S5.5 FOR BLOCKING. CJ INDICATES SNOW DRIFT. SNOW DRIFT TO BE ADDED CONCURRENTLY WITH SNOW LOADS USE SIMPSOi LGT2, LGT3, OR LGT4 AT MUL-,P U PLY TRUSS. SEE DETAIL 5/55.3 FOR SIMILAR CONDITION. SEE DETAIL 1/55.5 FOR DOUBLE TOP PLATE SPRUCE. ® OVERBUILD: USE 2X6 O 24` O.C. FOR SPANS OF 6' -6' OR LESS, USE 2X8 O 24' G.C. FOR SPANS OF 8• -6' OR LESS, USE 2X10 O 24' O.C. FOR SPANS OF 10� -6' OR LESS, ©1 TOTAL LOAD DEFLECTION FOR LONG SPAN TRUSSES SHALL BE UNITED TO L/720. a TRUSS TO BE CENTERED ON NORTH ELEVATOR SHAFT WALL. 10 TRUSS TO BE CENTERED ON SOUTH ELEVATOR SHAFT WALL. SIR Na14 7 537 Z =, t zl, LEON WILl.;A3A5 �zj TANNER NTF OF n3 n' W tn Q a�% Q 9 9 ;O TS: NSULTAN ] W-V DE51C4t n Swth 809 Ww toga UT (435) 752 -4544 7 i nYINTQL FMfJLtiliiJf! TANNER SMTH 9AKUSS d ASSOC SNUCtura Elgr 2w Nartlt IT5II dept fw, SP -aal, Utah SW4 j i80S} 245 -8795. 131. 5 .t C t. 1115 t. t c.,c., 1 PawtNq Iddv 83234 ((204) 333 -05N Fa {8tH) 233 -95� EZCT p 1823 E Cant. SL PxMegq f". 832171 (208) 232 -4474 F. (208) 232 -1435 Q ' < 55.3 4 1 1 3 / <X / 3/4 LYL HI4Ti I 8 (2) 2X6 S.`,.3 (2) 2X6 55.3 1J I 2X12 - - - - - - - - „- 2X12 ppppqq a�pppp TYP: 3 TYP 3 (4) STUDS _ u- (4) STUDS _ w v 12 2 v i .C• ( 2X12 7 Q Sy. 5 T DER~ ST r3 Wi') 3 'X i vL 2 ` / G (3) 2X10 7YP. .. o / '•� N / - - - - 4 I - I -- -I- _ 1 .0 Y / GIRDER TRUSS - - - - -. - - - TF (5) STHJOS Sx 4'X11 1/4' LVL Tt 5 I k 6 20 H X3 1 8 5 i (3} STUDS o� o x I \ %- TRUSS(,,)(-5 I S5.3c i 1 1 3 QXS W -I, t3 2X8 v / 1 _ ._. 46 PSI` 2 F 55.4 118'• LW 6 - -"-- - - - —'" - --- �- - - - __ 6 74 01 1 i 55.4 � �• 2 55.4 46 P9 OE 46 PSF 9 3 LO 5.5.5 — — — — — \ \ T • (3) 1 3/4'X9 Ile Ll 3 3)1, 3/4-XI 13 I x � ( 5} STUDS (5) STUDS I ` (3) 2X10 I (3) 2X10 - _ - - - - - - - (3) STUDS 5 (3} 2x80 5 I 3 'X I ' 2 C. 1 B ____� w� 8 (3 MI•I.} 2X 2 5 2X 2 i H w (4) STUDS r -1 (4) S',UDS 1N 24 0. 8 5 55.3 3 2X12 .. ..... _ - - - 2 2X12 f TYP. 9 3 PLY MIN.) M /4'X18' LV1. 04' 1/4' LVt. 0 SA I H 16H ROOF PRAM l N6 PLAN �'�\ N�31[tif LJ C) E1 MOTES HOOF fRMWdG PLAN: ROOF SHEATHING SHALL BE 5/8' A.P.A. RATED WOOD STRUCTURAL PANELS, EXPOSURE 1, WITH MINIMUM SPAN INDEX OF 40/20. APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. TWO SPAN MINIMUM. ATTACH TO SUPPORTS WITH 10d COMMON NAILS: VO.C. AT ALL PAR! EDGES, DRAG STRUTS. BOUNDARIES, AND /OR SHEAR WALLS, 12-O.C. IN THE FIELD. INDICATES ROOF Si£A'.WNG SHALL BE 5/6' A.P.A. RATED WOOD STRU TURAL PANELS, EXPOSURE 7, LOUTH MINIMUM SPAN INDEX OF 40/20. APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, TWO SPAN MINIMUM. ALL PANEL EDGES SHALL BE BLOCKED. A7TAC,H TO SUPPORTS VN-,' 10d COMMON NAILS 4'O.C. Al Al SUPPORTED PANEL EDGES, DRAG STRUTS, BOUNDARIES, AND /OR SHEAR WALLS, 12'O.C. IN THE FIELD. SEE DETAIL 5/55.5 FOR BLOCKING. /T + OK (fT m NUMBER OF HEMMER STUDS ;iK - NUMBER OF KING STUDS) SEE DETAIL 1O/55.3, ALL HEADERS SHALL HAVE (1) TRRWMER STUD AND (1) KING POST STUD TYPICAL UNLESS NOTED OMERWiSE. SEE DETAIL TO/55.3. (}5 TRUSS SYSTEM TO BE DESIGNED AND STAMPED BY SUPPLIER. TRUSSES SHALL BE DESIGNED FOR MECHANICAL UNIT LOADS, SEE MECHANICAL DRAWINGS FOR MECHANICAL UNITS ON ROOF. ALL EXTERIOR WALLS SHALL BE SW -I, UNLESS NOTED OTHERWISE, SEE SHEAR WALL SCHEDULE SEE DETAIL 5/S5.5 FOR BLOCKING. CJ INDICATES SNOW DRIFT. SNOW DRIFT TO BE ADDED CONCURRENTLY WITH SNOW LOADS USE SIMPSOi LGT2, LGT3, OR LGT4 AT MUL-,P U PLY TRUSS. SEE DETAIL 5/55.3 FOR SIMILAR CONDITION. SEE DETAIL 1/55.5 FOR DOUBLE TOP PLATE SPRUCE. ® OVERBUILD: USE 2X6 O 24` O.C. FOR SPANS OF 6' -6' OR LESS, USE 2X8 O 24' G.C. FOR SPANS OF 8• -6' OR LESS, USE 2X10 O 24' O.C. FOR SPANS OF 10� -6' OR LESS, ©1 TOTAL LOAD DEFLECTION FOR LONG SPAN TRUSSES SHALL BE UNITED TO L/720. a TRUSS TO BE CENTERED ON NORTH ELEVATOR SHAFT WALL. 10 TRUSS TO BE CENTERED ON SOUTH ELEVATOR SHAFT WALL. SIR Na14 7 537 Z =, t zl, LEON WILl.;A3A5 �zj TANNER NTF OF n3 n' W tn Q a�% Q 9 9 ;O TS: NSULTAN ] W-V DE51C4t n Swth 809 Ww toga UT (435) 752 -4544 7 i nYINTQL FMfJLtiliiJf! TANNER SMTH 9AKUSS d ASSOC SNUCtura Elgr 2w Nartlt IT5II dept fw, SP -aal, Utah SW4 j i80S} 245 -8795. 131. 5 .t C t. 1115 t. t c.,c., 1 PawtNq Iddv 83234 ((204) 333 -05N Fa {8tH) 233 -95� EZCT p 1823 E Cant. SL PxMegq f". 832171 (208) 232 -4474 F. (208) 232 -1435 Q DRAWN BY: (08 NO IP' R.G 424 PLOT OAlE � __ DRAWING NO. ns7 i' z 4 7 1J M� u tu U- u- w v RfVISOt DRAWN BY: (08 NO IP' R.G 424 PLOT OAlE � __ DRAWING NO. ns7 i' BRACE 3 SCALE 1/2'=!'-O- 1-2--\ BRACE 4 N,) SCALE: 1/2 =1 -U OPP, Ka ti LEON *U.MS TANNER CF < ONSUAM "fir 75 3« to 60D wad L"^ UT (435) M-4U4 North 1250 WW PM S_tu ub* 8404 (W) 2*-Sm 315 P-W .. rO- dft 0 Wtp . &3=4 F. 22330529 PA IM 14123 E C nwl S. Pxetdq who ww ,208) 232-4439 Fa (2* 232-14a5 I- z z lu > lu uj gym i REA": DRAW BY: JOB NO! Ftc 424 ewa(ED BT. OATS: PLOT DRAWING NO, OF S 718' GUSSET CORNER WS TO f— aONCRETEWALL PCUR#I PLATE, DA MATCH SIZE AND 4 SEE PLAN C 1W SPA, OF HORIZ, D'A ITOO. CONCRETE REINF .'N WALL SIEP 5 1 — M X A.0a 16`0£. N FOOTING, a FOUNDATION FOUR 92 PLAN FOR LOCATION WALL, SEE PLAN ' EXTERIOR — 1.1,.• $1, CONCRETE CONCRETE SLAB, C SEE ARCH' SEE PLAN I PLAN AND WALL, SEE PLAN POUR #i 0 i AGONAi BARB SCHEDULE (2) CURTAINS fI)CuRiA:'N TOP OF ETC. HORIZ REINF. HORa REINF. FOUR #2 OR SAW CLT SEE SPECS AT PLAN I lir BASE PLAT. IP -�T c BAR DtA CORNER BARS TC AT EXPOSED SLAS, EXPOSE-1 SL.a, PROVIDE I�r WITH. '8) 1 1"T DIA, . ! I L2) AS CONT BOTTOM • lT"p-2,v%Nj I PROVIDE 1,4` WIDE SLOT W. 1; MATCH SIZE AND WI t�I E ANCHOR BOLTS. WITH JOINT SEALER, SEALER. FOOTING REINF., SE EQ, SPA OF HORtZ, jj PLAN AND SCHEbzLZ_=- REINF, IN WALL STEEL COL U MN (2j 95 EXTEND 7-0- DOWEL TO MATO PAST EDGE OF SIZE SPA, -H _—CONCRETE ^ING WHERE RECYD FOOTING . REINF 17— 1) 1 C, OPENING. EACH SIDE TOP OF FTG. /J. SEE AND CONCRETE OF REINF. 'N SLAB, SEE PLAN. ;:OL*"TfON 3i4* DIA X 19• WALL, SEE P OUTING- . SEE PLAN SCHEDULE WALL, SEE PLAN 12 PLAN. AND SCHEDULE FOR L CONCRETE WALL. d ANCHOR BOLTS. WITH CONCRETE SIZE AND REINF. (2) CURTAINS SEE PLAN DOUBLE NUT AND FOUNOA IN\ S '0 WASHER @ END, `Z' SHADED BAR RIZ REINF SEE PLAN. Tl.0,NIWpALL.' • TO MATCH SIZE t;ll - SLAB REINF. GENERAL NOTES. r� CURTAINS SLAB REINF AND SPA OF Ot CURTAN HCRIZ REINF, FORMED KEY-WAY (2)1 FOOTING RE' AF� 19 HOR!Z REINF CONSTRUCTION JOINT CONTROL JOINT MALE, SCALE N,44=11_�* � �,o SCALE: 31"111), Z,-)=* REINFORCE WITH VERTICAL STAIR S-RNGER, SEE 17C()NCRETEE FOUNDATIONWAL.L. ANO•;Sy- TSB CC I2i70-4', PLAN A, SEE GENERAL NOTES POR REINF IWI�NDPLATE STEEL COLUMN L21 BARS EACH CORNER, ME RAN, i VIE V4 r I W GUSSET PLATE 0 0 14'XIG'XI-W WE 0 0 P' 6 6 T- 1,4 0 O PLATE WITH �0 34`01k X 18' PLATEWITH41 ANCHOR BOLTS DOUBLESIU17 ] 3!4'X18• ANCHOR A ND V4W";� PLATE BOLTS WITH_ • WASHER AT ENDS. DOUBLE NUT AND 0 0 0 ------- rn: • CONCRETE FOUNDATION WALL, SEE :7 1 1M, BASE PLATE WITH [8� -Aw SQUARE SIT PLATE :NTH 121, ,V SHro� �� A.-0.9 WASHER 0 ENDS. 4 T-T F0,JNOA`ION Ex T EMBED S"N SIAS #8 DOWELS VERTICAL AND (3) #4 WALL RENfORCE C END Z,T TIES 0 6*0 C E.A F PER GENERAL NOTES STAR Sl`Ri�NGBR, tzl TOP r� 93)15 EACH WAY 12 SCALE 39 1141 t,� SCALE W�V-0� SCALE SCALE 114`il�T SCALE lr=I,-D` COLUMN, SEE PLAN SLOT SOB ASREQ`DWIT4I i4�X I;exl6lxlg• BASE REDO. BASE PLATE I / I AD"OTAL STEEL COLUMN. PLATT WITH III) DIAMOND SHAPED 10 NON-SHRINK GROUT, A 57,1 V\ 8LOCX-,CUTAT TT' KNIFE PLATE SIZE 5'POUNDATION WALL SEE PLAN, ANCHOR NS AS 81 OE PACE SEE PLAN REINF PER SOUS, COLUMNS REDO AS REQU, FOR HSS4 4XSiI83RACE, NS SLOTXAS REOD, 'NSOFWALL GENERAL NOTES STEEL'�OLUMN, SEE PLAN, F,P 1$ 13 EACH SIDE OF N V4 S52 GUSSET PLATE 14•1• CONCRETE MI O PIER WITH (11) #6 CONCRETE SLAM, VERT OF (3144 TIES SEE PLAN 1 3'F•X1TX2T BASE TNON SHRINK GROUT 8-0 C. PROVIDE 2 22•X• CONCRETE PLATE WITH I-,vz ISOLATTON JOINT I J, PLATE AS SHOWN WITH SETS TIES TOP PIER WITH ?14'#B HEADED ANCHOR TO.0 (4, 3?4X 1 6'AhCHOR BOLTS BOLTSIMTH ITX3XY ODWELS AND C) #4 1811 VMA, A30 PLATE E WASHER AND CLOSED TI.ESg ANCHOR BOLTS X1,177—e-r WITH LEVELING NUTS, EM6ED24*MIkWtTH AT HS960 COLUMN Use 2*OC TOP 8* AND E (41 DOUBLE NUT AT ENDS, VINOWSHRM 8'0.C. REMAINDER 5,VX4'A4' STEEL COLLMNA ND BAS !'X7'xI2'8ASE PLAT_WI7 S�FOUNDATIOAIWAILL BOTTOM OF PLATE ON 1 V? NON. N4•X,6* ANCHOR BOLTS WITH GROUT BENEATH ANCHOR BUTS, SHRINK GROUTWITH LEVELING NUTS ATHSS5X5 BASE PLATE. LEVELING NUTS. SEE UMN USE Mg*XI2* BASE PLAN AND SCHEDULE PLATE WITH I,Il 14'XIT PIER WI: H ?61 7H ANCHOR BOLTS WITH =177 VER7CAL �2) #4 TIES =EVEUNG NUTS S- OC- 2 SET, 3 TIES TOP 2. C, C, PROVIDE FILLET AELOS AT ALL POS,%BLE'OCA TIONS WELD 7 SIZE SHALL BE SAME THICKNESSAS7S SECTION S5.0 Si;ALE 3-1=i' cl S5,0 'CAU, SCALE. �4*m! pTy ?i6KWEPLATS SIZE Irl MAX COLUMN, SEE PLAN SLOIT AS REOr, FOR BITE P!Lyw000 SHEAR WALL MAX AS REO'D Wl" SEE PLAN L, SEE PLAN I V4'X REOD. BASE TOTAL BRICK VENEER PLATE ON 1 1,;2* 'WALL SHEATHING. NON'SHRINN, Wxl NXANCHOROOLTS 3j,.UATE*THS'l lfra GROUT 02.4 SEE ARCH BENT ANCHOR BOLTS 24*o,c, HS S4X4X5il6 BRACE. q, Coz wNt oz. WITH ;'XS*X!iIff' SQUARE BRICK VENEER. SLOT, AS RE (2345 TOP WASHER WITH 1 31C SLOMO HOLE E ARCH AYO BOTTOM. 2 EDGE NNL BE CONC. SLAB, ISOLATION JOINT SEEPLAN r 13 EACH SIDE OF INFILL WITH STEEL COLUMN, Y -E CONCRETE AFTER SEE P a. PLAN ICONCPSEE 5 2 SUBSET PLATE FLOOR LOADS ARE lk_ P-1 , IN P-ACE F 'A F 1 14*xWx1'4*RASE 13• CONCRETE CONCRETE SLAB, COLUMN C 14 DOWELS 32o c. (USE P�ATE F p PLATE WITH t4) SEE PLAN FOUNDATION NV. I SREl)(aT DOWELS OR DRIL_ WITH I TA* V.Ol i*�%`ANCHOR REINF PER GENERAL COP SLAS ON GRAX, AND EPDXY r MIN, EMBED) 28 *X41 BOLTS. WITH SCLATION JOINT ES, 44 3OWELS 32' f2l V, � CONT TOP L SEEPLW NOTE RERNTH041,18 '2� 95 x 41-0* EVELING NUTS ED S (USE BREAKOUT AND 8070M AN I A307 WHEN NO CONTROL I DOWELS f3) #4 ANCHOR BOLTS r CONIC SLA6 ON GRADE. aOS \ . . , X"T OCCURS DOWE�s OR DRILL AM 4 SEE EPDXY 4*WN EMBEDI CONC.WAi EMBED 2V MIN. WITH AT CORNER_ CCWMN� SEE PLAN • 21OC. TOPTErlEAND PER GENERAL NOTES. sSG AND SCHEOULZ FOR SEE PLAN AND , • —FOOTING, SEE PLAN SOUS SZIHED�i WC� SIZE AND REINF FOOTING SIZE AND RUNIF WG. SEE PLAN AND FOOTING, SCHEDULE FOR ,IVIIlill'ETIIEL�l-.TILPI'IIIIIIE LOCATIONS , SITE, SHALL BE SAME THICKNESS AS TS SECTON 3 IZE. - * AND REINF. r2 SCALF 3,41 -T ll�55.3 3c_A_P 11 I'll" SCALE 'I" �' T SCALE 3d f t 1 S5.0 SCALE 11*-,,7 I X xl, MAX ; ENGTHCF POUR WITHOUT CONTROL JI_1.N--!5'-T COORDINATE JOINT LOCATIONS AiTH ARCH. QuREMENTS SIFFIBERBOARD STRIP, ZIP STR " SIR N.,147537 s, LEON WBLLAMS TANNER ,qi'`c OF, uj < < V) en < ONSULTANTS: "m 75 5.1,11 600 ww Lag.., UT {435} 752 -4544 am"". St—t,of E.*— ZM North 12W ftd OM B_uftlL Utah $04 (m) 298-SM 315 Wm Carter ftc.t.11o, W*. 83104 Fax �;;? 2-3-M 1823 E C�w St P..Wo 11w. 43207 ,2w) = +439 , F. (2N) 232-1435 MAX ; ENGTHCF POUR WITHOUT CONTROL JI_1.N--!5'-T COORDINATE JOINT LOCATIONS AiTH ARCH. QuREMENTS SIFFIBERBOARD STRIP, ZIP STR " SIR N.,147537 s, LEON WBLLAMS TANNER ,qi'`c OF, uj < < V) en < ONSULTANTS: "m 75 5.1,11 600 ww Lag.., UT {435} 752 -4544 am"". St—t,of E.*— ZM North 12W ftd OM B_uftlL Utah $04 (m) 298-SM 315 Wm Carter ftc.t.11o, W*. 83104 Fax �;;? 2-3-M 1823 E C�w St P..Wo 11w. 43207 ,2w) = +439 , F. (2N) 232-1435 DRAM BY,, JOB 40 RC 424 CHECKED By-, PLOT DATE rnXz;e-- DRAWING NO. FILE OF s. DRAM BY,, JOB 40 RC 424 CHECKED By-, PLOT DATE rnXz;e-- DRAWING NO. FILE OF NAIL 314• TONGUE AND GROOVE SHEATHING, IJDIST,. —' SEE PAN. 3X PLATE CONTNUOUS. W CARRIAGE BOLTS ? 1CIS7M. IT 3O. STAGGERED. SEE PLAN. 16 SS.i l SCALE: NbOC;4 TC4* RLATE AND RCOft DECK NO'. SH(7W9d. SEE PLAN. STEEL BEAM SEE PAN. LIT STIFFENER PLATE O WITH MAX NUMBER OF O 3;4' DIA A325 BOLTS, LIT STIFFENER PLATE, STEELSEAM, SEE ?IAN. Ii4 314" PLATE WITH 14) 31P DW, A325 SOUS, SEE PLAN FOR CO U& N, tx 55.1 SCALE: 3/4'-I'-d' 56' CARRAGE BOLTS 17 DC. STAGGERED. 3Xt0 CONTINUOUS, COVE FLANGE AS READ, S�8" CARRIAGE BOLTS � 1T O.G. STAGGERED. 114 V 21d SS' PLATE WITH MAX NUMBER OF 3N'DK. A325 BOLTS. 55.1 SCALE WOOD I- PLATE AND FLOOR 7:4 DECKD.TSH OWN . SEE ?LAN, LIT STIFFENER PLATES EACH SIDE, STEEL BEAM, i -d 3+4' CAP PLATE WITH ;41 344'DW SOTS. STEEL COLUMN, SEE PLAN. 55.1 SCALE 3/4!=I'-(f 3X CONTINUOUS PLATE WITH 5T CARRAGE T S BOL AT IT OZ. STAGGERED. �— BEAM, SEE PLAN, COPE AS 11 , STIFFENER PLATE W L REQUIRED.. DEPTH WITH MAX NUMBER OF 34' DIA, A325 BCX.TS. IR' STF ='ENER PLATE FULL DEPTH WITH MAX BEAM, SEE PLAN. !X)MBER OF 14' CEA. SOTS. ST CAI a IT O.c 7 �i SCALE 1/ -V- -0" --- 12 .1 SCALE: 3/4 =I O WOOD TOP PLATE AND FLOOR DECK NOT SHOWN, SEE PLAN., COPE TOP FLANGE AS REOD, STEEL BEAM. SEE PLAN, STEEL BEAM, SEE PLAN. iM COPE FAR S8)E ' FLANGE AS READ. 12' PLATE WITH MAX NUMBER OF 311* DIA, A325 BOLTS 7 55.1 SCALE a>rcnt WOOD TOP PLATE AND FLOOR WOD6 TOP PlA1E AND ='lGOR1 1.7 STIFFENER PLATE EACH SIDE iTTYP. DECK N(.i 3HtIWN. BEE PLAN. SHEATHED STUD ULNA. SPLICE PLATES 3tS'X EACH SIDE N. A WASHERS TYR OCCURS, SEE PLAN. WITH WTTIi MAX NLtABER I WIT H 81S• THREADED STUDS V4•DIA. BOLTS to CAP PLATE 7'X REDD. J I W:TM;413r4MJiA. SOUS ! STEEL BEAM, SEE PLAN I I STEEL COLUMN, i I SEE PLAN / SCALE, 3(4' =t 3X PLATE WITH &8' CARRIAGE BOLTS IT 0 . STAGGERED. 11• TONGUE AND GROOVE SHEATHING, SEE PLAN. J01�, SEE PLAN. 2X4 BRACING AT 24 OD. 3X P' ATE WITH SW WALL SHEATHING, CAMIAGE SOUS SEE PLAN. 1T D.C. STAGGERED. 18 1 SCALE: WOOD TOP PLATE AN O FLOOR GRID DECK NOT $HCWJN. SEE PLAN. IT YP. SPLICE PLATES UVX U.N.O. REOD, EACH SIDE WITH MAX NUMBER 314'OW, AU5 BOLTS. WALL SHEATHING, WALL MAY SEE P' 1.N. OCCUR ABOVE, &T WELDED TK,A.OED —� SEE SHEAR WALL SCHEDULE. STUDS y 1T O.C. EDGE NAIL 3X PLATE _ EDGE NAIL. SEE ".AVN. — TYP, d 2rif6 STEEL K41 P 4, SEE AN, EDGE VAil 3X PLATE EDGE NAY.. TYP SB' WELDEC THREADED STUDS @'T 0C SEE PLAN. 74 XB F REOD PLATE EACH 5.._ OF SEAM ST<E.9BAM AT LANDING, SEEP AN HSS5X5XSj SEE PLAN, r P. i6 f dy l 55.3 j SCALE 3 /4' =1'-0 SS' STIFFENER PLATE WITH MAX NUMBER OF 3iW TONGUE AND GROOVE Ne OK. SOLTS_'IZ STIFFENER StiEAT -Yt SEE Pi?ti_ PLATE FAR SIDE. GYPCRETE. REDL SERIES COSTS. CAP, STEELSEAM, i !I JfTH 4)34DW BOLTS SEE PLAN I ! I !E STEEL COLUMN. SEE PLAN 13 5.1 scAxE 3 4' =T' -o' SPECIAL DEPTH SIMPSO: TOP FLANGE HANGERS BY JOIST SUPPLIER. (SEARS ON 3X TOP PLATE.) WEB STIFFENERS, TYP EDGE NAIL. WOOD TOP PLATE AND FLOOR SEE PLAN FOR WALL SHEATHING. OOLU N SL-- SEE PAN SHEATHED STUD x 3'X3'X ^.r4• WALL WiERE N. A WASHERS TYR OCCURS, SEE PLAN. �`t — 3X STUD BCiTED TO COLUMN I WIT H 81S• THREADED STUDS SS' CARRIAGE BOLTS 4 I GC STAGGERED. 18'0 C. j 2D 5 -1 SCALE 3/4 =7 3N' TONGUE AND GROOVE SHEATHING, SEE PLAN. I I WOOD TOP PLATE AND FLOOR I 3}G 3178 WOOD BEAM. SEE E PLAN. SEE PUAN AN. V4'XI'XIT'SIDE PATES, 3X TOP PLATE, ATTACH WITH 3X PLATE I PLATES EACH SIDE SS' CARRIAGE BOLTS 4 I GC STAGGERED. CONTINUOUS. S'8' CARRIAGE BOLTS �S NIS g ,roc. sTAOOEnEo (Z4. SCALE L 15 i SCALE —3/4 ' =e' -0' EDGE NAIL L SERIES JOISTS, SEE ?LAN. I:OIST. EDGE NNI. 2X5 STLDS tT O.C. 2% 12 BEVELED PLATE. SEE PLAN WEB STSFFESERSTYP. r FFENE3X'0 PLATE CLIT AS 'DOE NAIL. IDES. REOD'�H S9iAA ($} 154 WLS i 7!S' I SERIES y�CARRIAGE BOLTS a • EACH BLOCKING, ! ° IT C C. STAGGEREDROOF SHEA7HING3X8 PLATE WITH EDGE NAIL_ S'S'CARRWGE OI 3d'TONGUEA,% . SEE PLAN. GROOVE SHEATHING TYP O STAGGERED_ WEB STIFFENER TYP TE WITH I4 . A326 BOLTS. STEEL BEAMS I FFENNEER SEE mo''T PLATE WITH MAX NUMBER 3r4•DW. EAM, S'8• CARRAGE BOLTS A325 BOLTS.. AN. 2 7T O.C. STAGGERED . 5 MPSON T578 a EACH JOIST, STEEL Br'hM, SEE PLAN '' ° ° �4 2XiG. SEE PIAPI, SEE PLW 8 WOOD TOP PLATE AND FUROR i DECK NOT SHOWN. SEE PLAN. 1`2 � SEE PLAN 1'S' SACK PLATE Sits L� "2714' BOLTS IN 76' HDISS ti4'XrXi2' SIDE PLATE SEE PLAN ! ) ! NMI. BEFRIItlO CAP PATE S4'X RfOD. _. WITH (4) 14'DIA. A325 BOLTS i� ! STEEL SEAM i t74 SEE PLAN STEELCOLUMN, ( ) SEE PLAN !!.j ) SCALE: 3E'$ =1' -0 s 55.1 SCALE. 3/4' =t' -0 ItB" kOLES. 1 • 57TXT PLATE, STEEL COLUMN, SEE PLAN, 55,1 suu - 3/4' =7' -0' SIMPSON JOIST HANGER STEEL BEAM, BY JUST MANUFACTURER, SEE PLAN. 55.1 SCALE 3 /C =9'- Dom' - ' i' GYPCRETE. SEE ARCH, 314' TONGUE AND GROOVE FLOOR SHEATHING. 3X70 PIA?ECU7TO BEAM WIDTH. L JOIST, SEE PLAN, 5_ 55.1 SCALE TOP FLANGE JOS7 HANGERS BY nns" SUPPLER, WEB STIFFENER, TYR I JOISTS- cEF p. nN aIr CARRIAGE BOLTS 1? O.C. STAGGERED. SIR NI zj LEON WlttIAMSr t" .>, T�A�NNER E OF LU w a 0 �Q Q $ CONSLILTAM, SA DE9W 75 South WO 7T4st toga,, UT (435) 752 -4544 T:e sboetuoi F,*— 233 North 1250 watt J= BaanlN, Woo 84014 {5pi) 2W-BM 5 375 .O. Paotdl0. Wd Wd°o . 0204 (IW) 2t33 -0 r F. {tq1) ga�s -asm PAIN (ice RING�� 7823 E Cull. SL Pocot" Iddto 83201 (208) 232 -4439 Fax (205) 232 -1435 i WOOD TOP PLATE AND FLOOR :d4 DECK NOT SHOWN, SEE PLAN. 3178 WOOD BEAM. 'EE PLAN. 38'%T'7(REQ'D PLATE V4'XI'XIT'SIDE PATES, V? STIFFENER PLATES EACH SIDE fi 3i4' MIN. BEARING �S NIS 1;4 ItB" kOLES. 1 • 57TXT PLATE, STEEL COLUMN, SEE PLAN, 55,1 suu - 3/4' =7' -0' SIMPSON JOIST HANGER STEEL BEAM, BY JUST MANUFACTURER, SEE PLAN. 55.1 SCALE 3 /C =9'- Dom' - ' i' GYPCRETE. SEE ARCH, 314' TONGUE AND GROOVE FLOOR SHEATHING. 3X70 PIA?ECU7TO BEAM WIDTH. L JOIST, SEE PLAN, 5_ 55.1 SCALE TOP FLANGE JOS7 HANGERS BY nns" SUPPLER, WEB STIFFENER, TYR I JOISTS- cEF p. nN aIr CARRIAGE BOLTS 1? O.C. STAGGERED. SIR NI zj LEON WlttIAMSr t" .>, T�A�NNER E OF LU w a 0 �Q Q $ CONSLILTAM, SA DE9W 75 South WO 7T4st toga,, UT (435) 752 -4544 T:e sboetuoi F,*— 233 North 1250 watt J= BaanlN, Woo 84014 {5pi) 2W-BM 5 375 .O. Paotdl0. Wd Wd°o . 0204 (IW) 2t33 -0 r F. {tq1) ga�s -asm PAIN (ice RING�� 7823 E Cull. SL Pocot" Iddto 83201 (208) 232 -4439 Fax (205) 232 -1435 i DRAIN BY: JOB 40 RG € 424 'biz, L..1B aT PLOT OATS DRAWING NO. I>fE OF �ytu lF.l G yv d � � 1 RM N: ! DRAIN BY: JOB 40 RG € 424 'biz, L..1B aT PLOT OATS DRAWING NO. I>fE OF SOLID BLOCKING 16 d NALL. SEE SHEAR SCHEDULE, 1` Gl'PC_R IST OGti9lE TOP PLATE, SCHECh}LE F100R JOISTS. SEE PLAN. EDGE NAIL. JOST STFFENER AT BACK 'OF c1ST8 JOIST, SEE PLAN. -� i A35 EACH S1DE 518' SIDE PLATES 5'16" SIDE PLATES WITH (2) STAGGERED. WITH f2i 3d4' DIA. MSTC40 STRAP BY 14' DIA Tx BOLTS. 1.1:7 IM : I = THRU BOLTS_ a SiLd?SL)7.. w �- WC00 BEAM. p �I � � SEE PLAN Ira O STEEL COLUMN_�0 _. SEE PLAN, O / / ////t2tftOW ?6d NAiLS� j Ni EDGE NA4.� j 8' O.C. FULL LENGTH y\ _ O CANTitEVAR NG ?SXCANT fiVER LENGTH � `!4 '� WOOD BEAM. ';4 ' KING POSTS, ?LAh.WALL 5CtiSHEAE DOU LE 2X8 SEE PLAN. le CAP P ATE. 1:1 �-'F' 3ir I-ATEFOR SPACING. PLATE. STUO WAIL, ' STEEL COLUMN. S� WALL, PLAN. 16 77 55.2 scuE:3J4 ^ =? -aP S5.2 SCALE:3 /4' =r -D° 78 55.2 SCALE 3/47-l'-O' 516 ' i i S 4 2 END OF SLOT. $5.2 SCALE: 3 4 ° =1 -4 $ ,2 SCALE: 31e=i' -Oa STUD WALL . SEE PLAN. WALE SHEATHING. SEE "GYPCRE`:E, 0 f6d COMMC4V PpN SEE ARCH 3 X FAA W;3TH PLATE NAILS @ 8'O.0 WITH 518' CARRIAGE i' GYPCRETE. 2 X PLATE. 34' FLOOR BOLTS @ 12.0 C. SEE ARCH SHEATHING, SEE STAGGERED. EDGE NAIL. PLAN FLOOR SHEATHING PLAN' 13 X BLOCKING j 2X STLA BOATED TO .,O.L'MN WITH 5'8' SEE PLAN. SEE ARCH. EDGE NAIL FLOOR SHEATHING, (31 S rJOS AT HOLD THREADEDSTUDS @ SEE RADL FLOUR SHEATHING, SEE PL.AN- DOWN. SEE SHEAR WALL SCHYEDUL'e 1 FLOOR SHEATHING, 120.C. ( f2? 1.t7' R:M MIST BLOCKING. 3X PLATE WITH H'2) 5!8' SEE PLAN. HOLD DOWN BY SMPSON. SEE P.AN, 5716 �``"�^ SEE PAN.. SCHEGLE, ANCHOR BUT SEE SHEAR WALT CARRIAGE BOLTS @ 12-0 C, !'EEL BEAM SEE PLAN. TS, I A325 NO.TS. S SEE PLAN AND 518 ld Ok A325 BOLTS. 3'8' PLATE EACH SIDE WITH (123 1' BASE PLATE WITH SPA 1NG.� FLOOR SHEATHING, 3'8' PATES EACH SIDE 'W1THf2) 1' BASE PLATE WITH 4 *<.t12 CONTINUL4;S 5'8' STIFFENER PLATE 3''- D:A A325 BOLTS EACH BEAM,. (4'14' OLi A325 5S DA. BOLTS C 120.0. S;Ao^GE'REA. ( - ROWS OF 34* DIA. A325 BUTS yI'D0. -A325 BCtTS} -r 1' PLATE WITH Ss ."v4'OIA. A325 BCL'S SEE PLAN BOLTS, t ( I f'3X WOOD PLATE WITH JX R LL WiDTH PLATE E ST(10 WAECGENAttLL, CIA. A325 BOLTS. LT SQUARE GRACE Si) PLATE SEE OET. 3 AND 7tS51J 3 SEE PA,N. SEE PLAN. BOLTS a ZOO. WOOD JOIST. S8' STIFFENER STAGGERED. SEE PLAN. 51t8 _ 3118 C ^iii ABOVE. SEE DET- 555.2 PLATES EACH I/" 7,C, STAGGERED, i O OIO O 5`8" PLATE BEYOND O O O O S5.2 t SCALE 3 =t' -D° SIDE OF BEAM, SCALE. 314`7-0a P S'F:NER PATES D OO O SiAIE 3 tx WITH MAX NUMBER 'O O I O O 0 0 =fl Os 316 D O °b 0 OF34' DLA.,t.326 L i O O O O _ _ _. O 0, 0 O BO BOLTS O Oj i0 OI i 5"18 'I O O .O O ( �� 0 0 °b O 0 0 O O Y18 -- iI`8` kOLES O 011o b PROVIDE BACK -UP BAR& I 0 0 0 0 tt4'X?'X12 S0E PLATE , TYR SEE PLAN. STEEL BEAM, 31TX7"XS L7 PLATE SEE PLAN. o 0 0 1 ...... S't8 1` PLATE WITH (<{ lu- 4T eTiPRBN[Rf �SEf PLAN' Dik AXIS BOLTS. BER Pi.M1.- / N ATTOTAL f,'2 12" MIN 57tg BOTH SIDES. ( ( t' CAP PLATE WITH (4I 4T TOTAL - £ j 3'4'DIA A325 BOLTS- 5'16 0 ( 41Y TO. ' -) SEEPLAN. TB•GUSSET PLATE _- i t3 S5.2 5ti6 t3 � . 516 ' i i S 4 2 END OF SLOT. $5.2 SCALE: 3 4 ° =1 -4 $ ,2 SCALE: 31e=i' -Oa STUD WALL . SEE PLAN. WALE SHEATHING. SEE "GYPCRE`:E, 0 f6d COMMC4V PpN SEE ARCH 3 X FAA W;3TH PLATE NAILS @ 8'O.0 WITH 518' CARRIAGE i' GYPCRETE. 2 X PLATE. 34' FLOOR BOLTS @ 12.0 C. SEE ARCH SHEATHING, SEE STAGGERED. EDGE NAIL. PLAN FLOOR SHEATHING PLAN' 13 - .2 SCALE 3147 =1' -Da EDGE NAIL AT: VERT'CA "ALOES Of JSSET PAT£ OPENINGS FOR F;Jl.L HFaGH7 OF STlJ \2 / SCALE: 3147 =1' -O' �2 X BLOCKING j SHEAR WALL. SEE PLAN ; ( SEE ARCH. EDGE NAIL FLOOR SHEATHING, (31 S rJOS AT HOLD SEE PLAN. SEE RADL 9 DOWN. SEE SHEAR WALL SCHYEDUL'e 1 FLOOR SHEATHING, x 55.2 SCALE 3J4aa1' -O ( f2? 1.t7' R:M MIST BLOCKING. _.... SEE PLAN. SEE SHEAR WALL HOLD DOWN BY SMPSON. SEE P.AN, NUMBER OF 34' �``"�^ SEE PAN.. SCHEGLE, ANCHOR BUT SEE SHEAR WALT +, PLATE WITH: (4)3+4' !'EEL BEAM SEE PLAN. TS, I A325 NO.TS. S SEE PLAN AND SCNE,.�YiE ld Ok A325 BOLTS. ( SCHEDULES SPA 1NG.� FLOOR SHEATHING, DIA, A325 BOLTS, *<.t12 CONTINUL4;S 5'8' STIFFENER PLATE SEE PLAN P SEE PL4N 5S DA. BOLTS C 120.0. S;Ao^GE'REA. Rim MIST, - I ( -r 1' PLATE WITH Ss ."v4'OIA. A325 BCL'S 3'8' BACK PLATE t - f'3X WOOD PLATE WITH JX R LL WiDTH PLATE E ST(10 WAECGENAttLL, CIA. A325 BOLTS. W`H Sr CARRIAGE SEE PA,N. SEE PLAN. BOLTS a ZOO. WOOD JOIST. / STAGGERED. SEE PLAN. 51t8 - .2 SCALE 3147 =1' -Da EDGE NAIL AT: VERT'CA "ALOES Of JSSET PAT£ OPENINGS FOR F;Jl.L HFaGH7 OF STlJ \2 / SCALE: 3147 =1' -O' �2 X BLOCKING EACH SIDE 1 "GYPCRETE, ; ( SEE ARCH. 3 X FULL MOTH PLATE WITH (2) 40d BOX NAILS FLOOR SHEATHING, 6'0 C. SEE PLAN. SEE RADL 'cOGE NA;L.. t.XA X 14 BEVELED LVL 3 X PLATE WITH Sf8' DON'T DIA CARRIAGE BOLTS C 12 ") C. SIMPSON A35 SEE PLAN FOR t' STAGGERED. CONNECTORS, ONE EACH SERIES,i01STS. SIDE STAGGERED. 374' CIA BOLTS @ =TO.C, EB STFFENERS, 3 X PLATE. ROOF SHEA'H94G. SEE TYP - SUPSON 171ST PLAN. SEE PLAN. HANGERS, BY JOIST 12) 3X2)(5116 ANGLES 2XB @ 24.0 C. SUPPLIER @6,300. EXTEND SEE PLAN. TO ACJACENT BEAM AND WELD T:O TOP FLANGE. 14 55.2 SCALE. 3 4' =1 -Q' 55.2 SCALE: SEE PLAN. -.,, SEE 1' PLATE MTH (4) 314' iM A325 BOLT& 5/8` STIFFENER PLATE EACH SIDE WRH 2 ROWS MAX NLAAER OF 314' DA A325 BUTS, Lm 3r4' BASE PATE WITH 44, 34' DiA.. A325 SCLTS I CS18 STRAP TOP AND BOTTOM OF OPENINGS. EXTEND TO END OP WAIL OR Nt %T Me -`F N:1L WITH t'1110d NAILS EACH END AND I&, @ 9,41.0 .C. BETWEEN. STAGGERED. t4 t t s .2 ND SCALE 516 �- STEEL BEAM. SEE PAN. 24 $5.2 SCALE: STRAP NAIL 8LOCKlIlb SHEATHING STUD WALL SHEAH NG, SEE i PLAN AND SCHECULES. EDGE NAIL. BREAK IN SHEATHING. i A '00 i0 O O i iP0 O 00 0 EDGE NAIL, RIM J0i57 PCRETE, ONGUE AND GROOVE D SHEATHNG. STIFFENERS TYP T$. 17 SOLD BLOCKING. WA:.. see AtJ4x, ?;S' STIFFENER PLATE EACH SIDE WITH DOUBLE ROW MAX NUMBER OF Wr 01A A325 BOLTS. SEE PLAN, t8}EXTRABOLTS. SEE PLAN m -314 BASE PLATE WITH (4) �i 3i4' OIA, A325 8CLTS, I 10' STIFFENER RATES CZ EACH MME OF SUPPORT BEAM WITH MAX tY.,'M9ER Of 3'4' DIA b ��A3253OLT& b SEE PLAN FOR T / JOISTS. TOP FLANGE I LANGERS SEE PAN. COPE NEAR SIfV41' BY JOIST SUPPU'ER 1' PLATE'WITH (4j 374' DIA- A325BUTS, I � 13 LENO OF SLOT S =f PLAN_ SE£P'i.'uN. \ NOTE Aty` i4:= `SiiFFENER 4C'TOTAL 2— - �(�� LEO4 MILLIAM5 ;z> OF l T~ 4 � 0 <11 CONSULTANTS: HCift1 i 75 Smth WO wee (0435) 752-45" ��AS= sh.t -o Erq,— 233 North 1250 wee pm 8a tfK Weh 84M,4 (801) SWAML 315 W.0 Center Pwaft N�e. aim Pax (801) 233 -0529 PA'tNE EN6pmdH6 9HC. 1822 E. Center St Poeat4eq Idaho 83201 (206) 232 -4439 Fax (208) 232 -1435 QO Z to [a q) J uj F �a U DRAM BY: JOB NO: RG 424 PLOT DATE: !� DRAWING NO. rti � OF — EACH SIDE 5116 y i0, ; ( RATES ALIGNED CJP 3V RATES EACH 8 SEE RADL 9 COLUMN ABOVE. SEE OET 11-5.2 1 x 55.2 SCALE 3J4aa1' -O ( } _.... $5.2 SCALE: 31 <' =t' -0' Q 55.2 SCALE: 3 4as'' -Ca NUMBER OF 34' �``"�^ SEE PAN.. +, PLATE WITH: (4)3+4' !'EEL BEAM SEE PLAN. TS, I A325 NO.TS. -• - -t' PATE WITH (4) 374' SEE PLAN ) Ok A325 BOLTS. ( 144 ae.E PLAN 3X Al-100 PLATE WITH 518 ' DIA, A325 BOLTS, i 5'8' STIFFENER PLATE <,• '" P SEE PL4N 5S DA. BOLTS C 120.0. S;Ao^GE'REA. SEE PLAN. ( ( I ( EACH SIDE WITH DOUBLE R0 Lt4X NUMBER OF , O 1' PLATE WITH Ss ."v4'OIA. A325 BCL'S 3'8' BACK PLATE t SEE PLAN f'3X WOOD PLATE WITH SEE PLAN CIA. A325 BOLTS. SEE PA,N. NOTE ADD i4i'.'4" STIFFENER 5r18 ' .. PLATES ZGNEZ) WITH TIJB£ 51t8 3118 C ^iii ABOVE. SEE DET- 555.2 ^'�•�� I/" 7,C, STAGGERED, i O O j - 0 O # 5 S5.2 t SCALE 3 =t' -D° 52.2 SCALE 31e=f-00* SCALE. 314`7-0a P S'F:NER PATES SiAIE 3 tx O 0 'O O i =fl Os 316 BOTH SLOES OF BEAM, i O Oj i0 OI i 5"18 O i ( i 3'4 1 BOLTS O OI ;O O? -- iI`8` kOLES PROVIDE BACK -UP BAR& I tt4'X?'X12 S0E PLATE , SEE PLAN. STEEL BEAM, 31TX7"XS L7 PLATE o 0 0 1 �(�� LEO4 MILLIAM5 ;z> OF l T~ 4 � 0 <11 CONSULTANTS: HCift1 i 75 Smth WO wee (0435) 752-45" ��AS= sh.t -o Erq,— 233 North 1250 wee pm 8a tfK Weh 84M,4 (801) SWAML 315 W.0 Center Pwaft N�e. aim Pax (801) 233 -0529 PA'tNE EN6pmdH6 9HC. 1822 E. Center St Poeat4eq Idaho 83201 (206) 232 -4439 Fax (208) 232 -1435 QO Z to [a q) J uj F �a U DRAM BY: JOB NO: RG 424 PLOT DATE: !� DRAWING NO. rti � OF — EACH SIDE ; ( MIN, BEARtNC =BY<' CJP 3V RATES EACH —_ SEE RADL CAP PLATE "X REO C. SIDE `M,Tx MAX ( } WITH'4134'Mk A325 BOLTS ) ` NUMBER OF 34' �``"�^ ( !'EEL BEAM CJP 58'PLA?E. TS, I A325 NO.TS. -• - -t' PATE WITH (4) 374' SEE PLAN ) =' PLATE WITH dj $4' ( 144 ae.E PLAN DIA, A325 BOLTS, i 7A A325 BOLTS. M' STIFFENER 57E COLUMN, ) StE PtAN. PLATES EACH SIDE OF SEE PLAN SEE PLAN PWAM SEE PA,N. NOTE ADD i4i'.'4" STIFFENER 5r18 ' .. PLATES ZGNEZ) WITH TIJB£ 51t8 C ^iii ABOVE. SEE DET- 555.2 ^'�•�� i 5 S5.2 t SCALE 3 =t' -D° 52.2 SCALE 31e=f-00* SCALE. 314`7-0a SCALE 3 /4a =1'-Ox SiAIE 3 tx =fl Os �(�� LEO4 MILLIAM5 ;z> OF l T~ 4 � 0 <11 CONSULTANTS: HCift1 i 75 Smth WO wee (0435) 752-45" ��AS= sh.t -o Erq,— 233 North 1250 wee pm 8a tfK Weh 84M,4 (801) SWAML 315 W.0 Center Pwaft N�e. aim Pax (801) 233 -0529 PA'tNE EN6pmdH6 9HC. 1822 E. Center St Poeat4eq Idaho 83201 (206) 232 -4439 Fax (208) 232 -1435 QO Z to [a q) J uj F �a U DRAM BY: JOB NO: RG 424 PLOT DATE: !� DRAWING NO. rti � OF — 0 a YfOOD TRUSS. ROOF SHEATHING. --"` r-------- - - - - -t i HQ7ST 9ENA. i SEE PLAN. SEE PLAN SPUAN. 1 WOOD JOIST. WOOD TRUSS, SEE PLAN, SEE PLAN. ROOF SHEATHING. THROUGH SEE PLAN. EDGE NAIL. 2X BEVELED BLOCKING 2X6 STUD EACH SIDE WITH 160 COMMON WO(Y: EDGE BEM1. OF HOIST BEAM, "L � 6-0 C. t L641.81:9v 3Y SIMPSON, 1212%6 STUD BELOW HOIST BEAM CONTINUE i TO iOIRIDA1i01'A. i AA L-------- - - - - -J 7 SCALE 3 + =i - ROOF SHEATHING., SEE FLAK 2X BLACKING .. OVERBUILD AT EACH TRUSS d2j 16d NAILS a EACt+TRUSS ROOF SHEATtINO, SEE PLAN EDGE NAIL . ) 55.3 SCALE. 3/4'=I'-d' EDGE NAB.. CC N1'1NJOUS 2X4 WITH (21 76d NAILS AT EACH TRUSS. 2X BEVELED SLOCOPG. EDGE NAIL. 2X BEVELED BLOCKING A35 SEE PLAN AND SHEAR' WALL SCHEDULE FOR SPACING ;X O.C_ MN.), Hi BY S:MPSON AT EACH TRUSS. \ DOUBLE 2X6 TOP PLATE. EDGE NAX EDGE WALL SHEATHNG. SEE SCHEOLAE. t2} 2X6 STUDS 0 24' 0.0 MACE STUDS BENEATH EACH TRUSS. 8 SCALE: 314--f-If BEVELED SLOCKING BY SIMPSON SCHEDULE FOR SPACNG,'W 0.0 MN.), WALT. SHEATHING. SEE PLAN AND SHEAR'WALL SCLi_0U.E. 2 55.3 SCAtE: 3 4 =1 -0 TRUSS. OVERBUILD AT EACH TRUSS. :D 2X7s 55.3 SCALE 317 -c EDGE NA L .. ; ADW0NAL TRUSS WITH MTTICAL MEMBERS AT i 17 [BARREL POOF J 5TS. 1 2,X BEVELED BLOCKING WITH 16d NAIL a 6-OC. OVER BUILD FRAMING' SEE PLAN. 1 2X BLOCKING: WITH 16d NAILS 0 e O.C. ROOF SHEATHING. SEE PLAN EDGE NAIL 2X8 NOCSO J075T. A35�24'OC ��JJ/ € 14 S.MPH 3015 61' N7 ° C -HU7 BY SIMa3p1N. - ROOF TRUBS. SEE PLAN. ADDIPONAL TRUSS Wr H VERP,CAL MEMBERS AT EACH BARREL 5.3 / SCALE: 314" =Y -0 SIMPSON ST22 EACH--- E, W�0 rtEAOER, s DE SEE PLAN KING POSTS. SEE PLAN, FULL HEIGHT MIN. /// Av^^..mONAL TR7M#ER TRIMMER STUDS STUDS AS REC &7RE0 SEE PLWI. {'. } S6N. SEE PLAN ' ATTACH TRIMMER ANC 1 i ✓' K NG P(SST STUDS TOGETHER WITH 16d s i i WATTS 0 12' 0,C. ! ! � STAOCARED- ro s . SME 3/47-1T 7- ROOF SHEATHING. --"` WOOD EDGE BEND, SEE PLAN. 2X KICKING. -�� SPUAN. 6d NA1.S WOOD JOIST. § T O.C. SEE PLAN. ROOF SHEATHING. SEE PLAN. EDGE NAIL. 2X BEVELED BLOCKING NAILS TYP. WITH 160 COMMON WO(Y: EDGE BEM1. "L � 6-0 C. t L641.81:9v 3Y SIMPSON, BEVELED SLOCKING BY SIMPSON SCHEDULE FOR SPACNG,'W 0.0 MN.), WALT. SHEATHING. SEE PLAN AND SHEAR'WALL SCLi_0U.E. 2 55.3 SCAtE: 3 4 =1 -0 TRUSS. OVERBUILD AT EACH TRUSS. :D 2X7s 55.3 SCALE 317 -c EDGE NA L .. ; ADW0NAL TRUSS WITH MTTICAL MEMBERS AT i 17 [BARREL POOF J 5TS. 1 2,X BEVELED BLOCKING WITH 16d NAIL a 6-OC. OVER BUILD FRAMING' SEE PLAN. 1 2X BLOCKING: WITH 16d NAILS 0 e O.C. ROOF SHEATHING. SEE PLAN EDGE NAIL 2X8 NOCSO J075T. A35�24'OC ��JJ/ € 14 S.MPH 3015 61' N7 ° C -HU7 BY SIMa3p1N. - ROOF TRUBS. SEE PLAN. ADDIPONAL TRUSS Wr H VERP,CAL MEMBERS AT EACH BARREL 5.3 / SCALE: 314" =Y -0 SIMPSON ST22 EACH--- E, W�0 rtEAOER, s DE SEE PLAN KING POSTS. SEE PLAN, FULL HEIGHT MIN. /// Av^^..mONAL TR7M#ER TRIMMER STUDS STUDS AS REC &7RE0 SEE PLWI. {'. } S6N. SEE PLAN ' ATTACH TRIMMER ANC 1 i ✓' K NG P(SST STUDS TOGETHER WITH 16d s i i WATTS 0 12' 0,C. ! ! � STAOCARED- ro s . SME 3/47-1T 7- TRUSS BY SUPPLUER. EDGE BEAM, BRACKET BY �� SEE PL T AN. SUPPLER. 9 } !!.3 ) SCALE: 3J4 " -V -0 KING POSTS, SEE PLAN r} 55.3 SCALE: 314' =1' -0' WOOD HEADER, SEE PL N A36 BY SAIPSON TRIMMER STUDS SEE MAN. ATTACH TRMMER AND KING POST SPUDS TOGETHE2 WITH '6d NAILS �9 '2"010 STAG 'APED ROOF SHEATHING, SEE MAN. WOOD 3OIST. SEE PLAN.. BEVEL TOP AS REOM. 447 BY SMMPSON. wow 301ST, SEE P6?V. LL26 HANGER BY J SIMLPSG.. A35 0 Zi' O.C. STUD WAIt.� L_ - € I, TRU55 Bs9^CYM SEE PLAN. f STR ig+f Na1+753: '� }I { LEON N9L3JAMS � i ]� TANNER gr F �g l 0 031 LLI COMLTANTS: it 121I FRt#U CE" 75 South 800 Wen tag., UT {435} 752 -4544 mm98TH &181155 a ASSCC SMudurai Ea0- 233 North 1250 Wert PM So.Vlut, Utah 84014 (801) 29/ -8705 S A550C. Sts Wnt Caniv Poe.eA(w taahe a3xa4 FaK L80i 2.S3 -t�28 1823: I/C 1623 E C-br SL PatatMlo, Md. 63207 Far { 232 -1435 O V_ z Ve � lu Q s? CRARM BY: JOB NO: 424 CHECKM BY: j DATE: SEE PLAN. WOOD EDGE BEND, STUC WALL SEE PLAN SPUAN. DRAWING N0. TRUSS BY SUPPLER i8# 18C COMMCk NAILS TYP. WO(Y: EDGE BEM1. SEE PUN, TRUSS BY SUPPLUER. EDGE BEAM, BRACKET BY �� SEE PL T AN. SUPPLER. 9 } !!.3 ) SCALE: 3J4 " -V -0 KING POSTS, SEE PLAN r} 55.3 SCALE: 314' =1' -0' WOOD HEADER, SEE PL N A36 BY SAIPSON TRIMMER STUDS SEE MAN. ATTACH TRMMER AND KING POST SPUDS TOGETHE2 WITH '6d NAILS �9 '2"010 STAG 'APED ROOF SHEATHING, SEE MAN. WOOD 3OIST. SEE PLAN.. BEVEL TOP AS REOM. 447 BY SMMPSON. wow 301ST, SEE P6?V. LL26 HANGER BY J SIMLPSG.. A35 0 Zi' O.C. STUD WAIt.� L_ - € I, TRU55 Bs9^CYM SEE PLAN. f STR ig+f Na1+753: '� }I { LEON N9L3JAMS � i ]� TANNER gr F �g l 0 031 LLI COMLTANTS: it 121I FRt#U CE" 75 South 800 Wen tag., UT {435} 752 -4544 mm98TH &181155 a ASSCC SMudurai Ea0- 233 North 1250 Wert PM So.Vlut, Utah 84014 (801) 29/ -8705 S A550C. Sts Wnt Caniv Poe.eA(w taahe a3xa4 FaK L80i 2.S3 -t�28 1823: I/C 1623 E C-br SL PatatMlo, Md. 63207 Far { 232 -1435 O V_ z Ve � lu Q s? CRARM BY: JOB NO: 424 CHECKM BY: j DATE: SEE PLAN. I i STUC WALL PLAT DATE: Tai SPUAN. DRAWING N0. OF — V BEAM: SEE PL R WOOD JOI SEE PL t3 55.4 SCALE: (8)16d NAILS ROOF SHEATHING, SEE PLAN 2X BEVELED BLOCKING HS @ EACH JOIST. WOOD JOIST. SEE PLAN. WALL SCHEDULE. 2)( BLOCIONG.- Hi AT EACH JOIST. @ EACH JOIST. T 55.4 SCALE: 3/4'=I'-0' EDGE NX-- STUD WALL AND W OD Ju WOOD JOSEE 55.3 PLA35 h FLOOR SHEATHING. SEE PLAN. M. 2X6 @ %-O.C. C EACH JOIST. A35 BY SI PSSON, SEE WALL SCHEDULE: EDGE NFOR SPACING. WALL SHEATHING. DOUBLE BEVELED PLAN AND SCHEDUTOP PlATEROOF StEATHII2X14 XCONT. WITH 3116d SEE %'COMMON NAIL AT EACH 2X BLOCKING WALL STUD. A35 AT EACH JO A350 EACH END. STUD WALL 2X BEVELED BLOCKNH'. SEE PLAN. WOOD BEAM, SEE PLAN. �� J (4 \ SEE PLAN. S5.4) SCALE: 3/4' =1' -O 2X BLOCKING. ROOF SHEATHING, SEE PLAN. 2X6 a 16-0 C' A35 AT EACH JOIST, 2X8 X CONT. WITH (2) 164 NNI.S @ 8'O.C. 2X BLOCKING. Ht BY SIMPSON. A350 24.0 C WALL SHEATHING, STUD WALL AND SCHEDULE FOR SPACING. 55.3 SEE PLAN. h FLOOR SHEATHING. SEE PLAN. M. 2X6 @ %-O.C. EDGE NAIL. j 2X, @ "0 2X BLOCKING. 5 () i U26 BY SIMPSON. EDGE NAIL. mw tc lll4 SCALE 3/4 =1' -0 2X6 BLOCKING WITH 2X BLOCKING EDGE NAIL. A350 EACH END. z S5.4 SCALE 3/4' =1 -- 2x6 X CONT. WITH (2) T6d NA8-S @ 6'OC. SEE SHEAR `HALL SCHEDULE FOR SPACING. ?' GYPCRETE ":'�X FLOOR SHEATHING, PLAN, SEE PLAN. �r —EDGE NAIL STUO WALL. SEE PLAN. 15 55.4 SCALE s- SEE PLAN AND SCHEDULE& BEAM, SEE SHEAR WALL STUD WALL AND SCHEDULE FOR SPACING. SHEATHING, PLAN 7' GYPCRETE. h FLOOR SHEATHING. SEE PLAN. II8 Y nN. EDGE NAIL. RIM JOIST. FLOOR JOIST UV SEE Fi.AN. JCIST STIFFENER, TYP. WOOD HEADER, i2) 11'r SOUD SEE.". BLOCKING. 16 S5.4 SCALE: 31,r =1' -0' W) 2x BLOCKING. .;OIS'. WES STIFFENER. BOTH SIDES. SEE PCAN, ROOF JOIST: SEE PLAN. BEVEL TOP PLATE. STUD SVALL, ATTACH WITH ,2) SEE PUN. !3d NAILS 6'0 C. B-- WALL. SEE PUN. 7 LTP4Q24' 00. 8 55.4 SCALE: 3/4--l'--O' 55.4 SCALE: 3/4' -1' -0 ROOF SHEATHING, SEE PLAN. 12 S- fFENER PLATE BOTH SAES. 55.4 SCALE 3/4' =1- SEAM. SEE PLAN. 3J4'TOP PLATE WITH {2) N4" BOLTS: SEE PLAN. COLUMN. SEE PUN. gim 2X BEVELED BLOCKING 16d NAIL § 6'O.C. ROOF SHEATHING. SEE PUN 17 STIFFENER PLATE BOTH SAES, A V —BEAM. SEE PLAN. 3i4• TOP PLATE wTH (2) 34' BOLTS, SEE PLAN, COLUMN r�SEE PLAN 4 !!4 ) SCALE 314' =1'- ISd NAIL AT E'OC. 1° GYPCRETE FLOOR SHEATHING j SEE PLAN ? -2X BLOCKING. STUD WALL, /r SEE PLAN AND SCHEDULES. WOW JOIST, SEE PLAN. -7 ,/� _(LVJ_ GYP. BOARD. —�/ �7 $$,4 SCALE: 3 4 =I' -0 ff" ) SEE PLAN. ' A35A24 "0i. BLOCKINGAT 24'OC. EDGE NAL. STL�`D wALI. SEE PLAN. WALT. SHEATHING, SEE PLAN. 12 55.4 SCALE 3/a =1' -D WOOD EDGE BEAM. SEE PLAN. LSU210 BY SIMPSON, TYP, 9 55.4 SCALE: 3/4' =i' -0 ROOF SHEATHING, SEE PLAN. EDGE NAIL. 2X BEVELLED BLOCKING OR TRUSS BLOCKING. PLACE A35 AT EACH END. DOUBLE 2X TOP PLATE. STUD WALL, SEE PLAN AND SCHEDULE. 5 55.4 SCALE: 3/4-4-6* :ROOF TRUSS. SEE PLAN. A25 SEE PLAN At E, -R SPACING. i8 BY SIMPSON AT EACH TRUSS STRf� O, No 147537 Su�z� LEON W AMS j\ TANNER /� t $`yrE OF €1 w 2 V it CONSULTANTS: 1liFU DEJFM mm DE" 75 Scots SO OW Loam, UT (435) 752-45" ,52 -45 195.&&4 5500 st—t'd &*— 233 North 1250 Wsst /201 B..'No, Uth 84014 (801) 296-8795 A 315 Most PxctsYa Wab Md. o 83294 Fax 601, 233 0524 PAYNE ENQNFfAMiG 9NC, 1823 E. Sw It. St. P—t.k i". 83207 (208) 232 -4439 Fox (208) 232 -1435 I O L27 JOTS, ROOF SHEAi HMG,J SEE PLAN. h j II8 Y nN. EACH WALL STUD, WOOD JOIST. SEE PLAN. 5 () 11 mw tc lll4 SCALE 3/4 =1' -0 5 .4 SCALE: 3 4 =i -0 EDGE NAIL. 2X BEVELED BLOCKNH'. ROOF SHEATHING, F- SEE PLAN. 76d NAIL @ 5"O.C. 'ter. LSU 26 BY SIMPSON. o ate. e (8) ISd NAILS. (LSSU4ID @ DOUBLE CORNER MSTi WOOO JOIST. ROOF SHEATHING SEE PLAN, SEE PLAN. A35 AT EACH JOIST, (21 AT NE DOUBLE CORNER JOIST Ht AT EACH JOIST - WOOD JOIST, WOOD JOIST, SEE PLAN. SEE PLAN. CONTINUOUS JOIST J( STIFFENER BOTH SIDES AT EACH JO5T 2X BEVELED BEVELED TOP BLOCKING. PLATE A35 C EACH 2x BLOCKING. .;OIS'. WES STIFFENER. BOTH SIDES. SEE PCAN, ROOF JOIST: SEE PLAN. BEVEL TOP PLATE. STUD SVALL, ATTACH WITH ,2) SEE PUN. !3d NAILS 6'0 C. B-- WALL. SEE PUN. 7 LTP4Q24' 00. 8 55.4 SCALE: 3/4--l'--O' 55.4 SCALE: 3/4' -1' -0 ROOF SHEATHING, SEE PLAN. 12 S- fFENER PLATE BOTH SAES. 55.4 SCALE 3/4' =1- SEAM. SEE PLAN. 3J4'TOP PLATE WITH {2) N4" BOLTS: SEE PLAN. COLUMN. SEE PUN. gim 2X BEVELED BLOCKING 16d NAIL § 6'O.C. ROOF SHEATHING. SEE PUN 17 STIFFENER PLATE BOTH SAES, A V —BEAM. SEE PLAN. 3i4• TOP PLATE wTH (2) 34' BOLTS, SEE PLAN, COLUMN r�SEE PLAN 4 !!4 ) SCALE 314' =1'- ISd NAIL AT E'OC. 1° GYPCRETE FLOOR SHEATHING j SEE PLAN ? -2X BLOCKING. STUD WALL, /r SEE PLAN AND SCHEDULES. WOW JOIST, SEE PLAN. -7 ,/� _(LVJ_ GYP. BOARD. —�/ �7 $$,4 SCALE: 3 4 =I' -0 ff" ) SEE PLAN. ' A35A24 "0i. BLOCKINGAT 24'OC. EDGE NAL. STL�`D wALI. SEE PLAN. WALT. SHEATHING, SEE PLAN. 12 55.4 SCALE 3/a =1' -D WOOD EDGE BEAM. SEE PLAN. LSU210 BY SIMPSON, TYP, 9 55.4 SCALE: 3/4' =i' -0 ROOF SHEATHING, SEE PLAN. EDGE NAIL. 2X BEVELLED BLOCKING OR TRUSS BLOCKING. PLACE A35 AT EACH END. DOUBLE 2X TOP PLATE. STUD WALL, SEE PLAN AND SCHEDULE. 5 55.4 SCALE: 3/4-4-6* :ROOF TRUSS. SEE PLAN. 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P-21 v',t P 4 ABOVE H� 2' _ _ _ P-I P -21 �aARCV ElwRmwC f" Y -' 22 2 2. -. .. '- �-' r - z --- - z�---" r - -- _ i� 13 R15E 2' VENT UP IN WH.L ABOVE AND CONNECT TO 3' sr57EUS �ssot. 4' ROOF DRAIN LINE DOW M I ,Qi�, - 2• V"" L r_- _.�ihV2 __ _i .t o 00SE ABOVE, SEE MAIN LEVEL. I , \ P-1 .. -. jb' P-9 _ -- , --- t = _ _ _ _ i - _ - J VTR R5�2 TO 5F�'i PI2 FOR GONiRUAT10N OF $ t� E , to fl.00R PLAN FOR CONT. p,.y d g Psi i \\ got. --- �:.1-- _'.G', 2 2 22 .. b 4 ` pY— m�'"`� 2 -U2' PIPM6. r,. (220BU.) 233i-w�0a+ 2'+: L �' 14 Pomtabo. �0oho &520: wot. -- �.'-- I S '— `� P-8 ON 9CL0lO - co i - --- P'b •-.•. _. p'�, _... _ _- ... T _ y� µ� (2i 4' ROOF DRAIN LNE5 DOWN MWM ABOV MDLMr -oP -b P -L3 ANDTNRRD LEVB.5. -_ - -_ `... 12' Y PAtNE QIGN 2' P-4 2 V ♦ . p_8 SEE 51�T' PI2 �... s--- 3 P-8 ABOVE - -..b -5 - -..�0 TO 5FEET P12 FOR ONTMATION OF PR'IN6 LP TOE 1823 E. c-t,, st. -- ` { 211E I ROOF. 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Y I 13 ) 143 ty o i P-4 I- L2 wpT }j 3 144 ,— P-7 ABOVE ABOVE P"4 3/4' p-f8 Q Zr- ' (- -7 - -g- - - 2. 1 126 Psi ABOVE } ' 4 2 Y I - 2222.. 2222.. _. ' -- - - - -- -- - �. __ 3 i i 1' sTOR q• / �..I �an, _ . 4 � ,24 -.. "✓94.-��..�--- �P - - --o Psi l CO O. -jF __p - -:- � �- .....�_ 4' 1 Psi A8(NE Y // A Nom_ W!2'•v} i (\ QQ 2' - - -J I P-4 i VITALS 145 ' I 146 y k P-9 4 CO (.. : �p-� 3/4` 12-17 _ YS �•- 4' FINISHED FLOOR ABOVE Y V ' i 22 2 2 \ 123: Z ELEVATION = W-O' _... EXM 1 .. 1'w, . LrVY -EXAM 5 I 2 222 Y5 \ gA 1 .. SA P-18 ...114 - -i. 'il 130 \\ 0 Rftf P-10 q 135 : 133 - - I PP-0 4 co 4 CAI = .. 3/4' pa0 Psi In,.�! �3/4' S P b I/2' �\ T �� ^j hint p-10 I 4-7 115 - '_--.�_ .. _ ,i �'j II'� ' iP-9 . REWM 4'-y \�4' 2- ; �� 3/4' 2' N„[�" 134 ; 'I -{n' '; 2 I� ABOVE 4 Y -- -8o-- =�s_�f "r� '-'T=' -T�= _'_ r t 2 , p 1 110/23/12 Yodled ir P-4 4 CA PA Psi Psi p-4 � ._ Psi Psi p.q 22 2 2.. PA pq - -�� " Pi3�2 _ t CA t P-9 -3 _ -. --.- - i4•�iLO , !' _ _. 56 ► DALE f%1M1ENT P-14d 58 _.. r 2 2 2.2_. i�q- 4-44 F� MAIN BY: JOB NP. ..R- 4 ABOVE T+}' a pAB�OVE -121 3' < Il • -. ..- ( 11: t7W6AUd. ixtA1N6 5i51� BY DYAYNE G 5Ip1'$KS E>Ut1 3 � M'2 i 1 ' t` i DATE OR MM 50M OCL 23, M Jlwa 424 T � P-I4 116 ! T '18 I. P' i'4 14n �Y P -�' SD .r-- -- �, _ _ -_ _ _ _ ORWII4Ai. ON FY.E AT BY�MEHB} 5Y5T@75 ASGOCIATM SD - ^• 2 222 .. . - 2'Y Y ._ - o'. -P-9 ABOVE 0% EASTC.&I'MPOCA•TBlo,VA1088201 CHEMED BY: DATE INVB2T. EIiY. 99'-0' -_ _rt _. .-- = - -. ._ . = - = - -- 222 2_ 6 D SUW43 G9 MAY 2012 9 5E — P_4 1 6 P -1 ABOVE 12 22 . 22 22 .. .. -. -. 6• 2' V I P CO A5 82 'ABM VAHk T 10 PLOT oATEe Od 23, 2012 ~FFOR�G TION o 0 0 0 o O 120 -.,� o 0 0 ��u E" o AmodAm A At A3 B 8/ C C2 D E Ei �S BJM� DRAWING NO. Qe ey ne 1186- R.S.Oq 1355 EAST CENTL'R FOUNDATION PLAN - FLUM51N6 MAIN LEVEL FLOOR PLAN - PLUMBING o� 5762 P (2 8)353 1 PI.I SCALE: 1/8' = 1'-0' tN 5GALE: 1/8' = 1' -0' ikm 9 F C. sip � 0JAAIL• owDwgr dem &� OF c b di �A AIL ( C3 @ Dt Ei A6 `� ......_._.�._. u . r2 - - -- 2_' ® lrp1,2. __ 3 3' VTR ii••�Ipcc 1 2'e P-4 P-9 �' 21iA Lam" I V2'_.. t 1 'L2i8A 2' } 1 C 1C �- PROCEDURE pq Pi 1:�yXF RF O EXAM L22QJ 5XAM c E P-q 212 224 216 (� + f-n• P-9 1 210 P-W .i �y - _ P -20 4fa�tlfa �icu i -111 I�•,� FCC I; I rl4) HRA L 215 4 2' i P -22 it Ill , TtlI . 2- _ \ 2 ' P-1 jF -I-U2' i N 'k - � ( xnr� 1- I "�P-15 II �' f 1 221 � I ?t'P.4 �4...... �P -4 • � � _ I• � ,a t- €c.NP-22 5 + 2A WITI+ Pr9.3/4'- j'I' 20T_ i?Q8 2 _ a �' P"'4 223 - -1 "p p,1{ / — - ---�-r --�' '-- -- 2' P _x tr p,M , ` � 206 I i _ -�--2� —. .. V1' '� ' 1 _ F P 4 B AILS �- P-4 VT 4 V2' P-II t f (', P T.R. .T�, ... _ .. _.. I 14 2' 1..,.. y • " t S_ORAL� I °' ?04 J ?34� _.. ,(2E i _ + 221 r . P-'N ADMIN 232 4' 1 Rg'HZ TO LARGE 13 p lce —¢—/ 1-1/2' •{ SGA1.E�8�6�23 4• _ . F 8 ABOVE. -PtPIN& Iq THIS ARFA.. -O L./ 4• v F4 iG:il �' P_B -- - -- 4•. 23 .r :'P-20 �.p F-8 -- 1 -124 - 1/2' -} 2 - -_- - P-20 _ - - - - -_ P-2 ABOVE# p3 ABOVE !4 II t 'O p- pI�LI(2 REFER TO LARGE SCALE PLAN I P -7 ABOVE •-��- P -7 ABOVE P -i9 t ClIP2.i FOR PILh81N6 FIXTLRES� -. Y Col AID PIRN6 IN TNi5 AREA J I ?s'Sl$ .! -- __ - - - - -_ P -1 ABOVE P -1 ABOVE P9 . -' ABOVE _�_+_ L. 1 Yp 9 240 i 2. 14 7 I p ABOV i _. @7-8., '• 4?, P-4 AB(Z P-3 _ O .. ,!�... __I P+i ABOVE P -Ib ABOVE 1 _ t !z7 P -FI 1- P -1 6 p- 7 ''Mod - P- P ABOVE STAIR 'ABOVE- t '. _4'ViR i 261 Irz. . ` f H/2 � �- 241 i ir~ P P -Ib r'�@ -, , - 14 -�-. \ r R P-4 � p ( - -� - i'-4' I P-i� PP 1 [1-1/2 2tG ' q4� 2. 2 E \ t . , I- I ♦ p �,2' ?NAM zas p-a T ; ( p-4 ?"4 -2• 2 �9` p-9 1 r-- -• r rc :. "... 2' V gABL7VE Z .—� =- --= -- 244pABOVE< .. P-11 _ ��1(eEl r4' _ P-1 H__ _____� - -- e ....5 -d I � { P-9 ABOVE P-4 ABWE �4' �-f- P-4 - 41 . , i - -�- -- - -- - ' r - - -- --1-- - -- ---� J 2' V U 5 —_- P-15 2. 2. # -. � P-1 P -7® o----- 2• - t 1 AN L_' 1 P-4 P ABOVE -- ABOVE II P -22 ` 4 GALL c@IiER P -16 265 2a6 I• ,,,.I -- SA tit 4FP f 1 247 L 266J OFfICE EXAM E2! 24b , 256 1 OFFICE �� 3' VTR 252 ; -8 - -2 � 1 { = P _ SC ATTIC 4!-4 H14 -_2=50 A'iIG . 255A A P S 2• 3 ' P P -I a 249A Sd4A% t6 12 B2 O A3 �B Bt OC C2 @ Et 56ALE: I18' = 1'-0" AO �C E1 _... ... _... __ _..___.. .. L 30i o - o 3' VTR —"Z , 3 P -M ROOF DRAIN I2� P -19 ROOF DRAIN 550 Sa ARE F$T i�L P -22 OVERFLOW VRAM P-20 OVERFLOW DRAM J 550 5WRE FEET ROOF AREA ROOF AM-A ADD NOT ER µ GOLD WATEiR NO'.f 618185. RUN PIPING STAIRriAY WALL _ -... STAIR KITGFE SASE SF.AGE N � I � •r. } P-10 } ® 3' VTR �}---- t 14 ROOF ACCESS - , . 1! E E, AM i . 2000 SaIARE r _. FEET ROOF AREA 2' L 3/4' 6 P -14 ROOF DRAM 5 3' VER � 14 �/u^/ -�- waft•- 4. P-b --3c'A �7 F �AITIN� � TO LARGE t 4 SCALE FLAN C.lP2.i FOR -_�_ PI."NS FIX11A2Li AND O 14 1 Prlr%I& IN 31C - -r i P 7 P-7 RA ' I t P 5 , ,t P.20 oVE3RFLOw I - --- t iC P-9 1 � �` CAL- 14 TA 11 P -22 ('4' VZ' 3• f P-1 _P, t� I P" I3 OOFF--- 11-- w— wow- a�•a� -I 4 P-4� P-I9 ROOF DRM r=-__� __�' -2' -ALL SAR P -17 3� I r • -- - -- _� y t l�_ • VR C� P7 fii 2' P-16 ROOF AREA I ! F•TROGEDURE 2 14 I s 3' VTR O I I 4 14 HEARSE �a' .XAM X3/4' I LB .. P-4 P-9 i I }:. 4 _ --- 14 P- i F- �� --�-'= 2' -= TG.— - ----I il/Z' Y-.� P-1 -- _- P-9 P-4 P-4 P-9 EK 3 EXAM 4 E>cAr s EX" 6 14 O 3•VrR� THIRD LEVEL FLOOR PLAN - PLUMBING 5GALE: 1/6' = 1' -0' NoR6N LP'UV Nf./ I �.V: z OTTER PIPING, COIOI)IT AID GUGTWORK. o DROP V HOT AND COLD WATER LINES AND 3/4' NOT RISE 3' YM UP N FLAT ROOM SECTION OF THIRD WATER RECIRL. LIE DOM THRU ]FLOOR TO MAIN V LIEVEI_ RE] TO SHEET PIA FOR CdNTINMTION. LEYIEL COORDINATE LOCATION NTH EA UANG :. COMECT015 TO WATER HEATER. f " 5TRUGTIAZE AND ROOF DRAft. 'M� J lu fa DATE OM FAST CB(fBt, POGATBLO, VAND MW T A MCf'ARLAND AR -2561 RISE 3' VTR UP IN HALL ON THIRD LEVEL U� VENTS AS RfaJ RED TO MAKE ALL VTR LOGA11015 A MAY 2012 1Q� S H4NMRN OF 5'-0' FROM EXTERIOR HALLS. RISE 3' VTR UP M EXTERKJR WALL ABOVE TO TOWER LTE ROOF, OFFSET VENT A5 REaJlRED TO MAKE ALL OF IDAHO VTR LOCATION5 A MARtkI OF 5'-O' FROM EXTERIOR HALLS. RISE 3' VTR LP IN GORIER OF ROOM ON THIRD LEVEL. C,OORDMATE VENT' LOCATION NTH HALLS. 93 OFFSET VBNTS AS REMARED TO MAKE ALL YTR � 7d3 LOGAT1016 A MNIMM OF 5'-0' FROM EXTERIOR WALLS. RISE 2-1/2' COID WATER LINE IP N WAIN. TO CEILI% SPACE OF 5ECOND LEVEL EXTEND 2' LINE TO MUTY ROOM 223 AS SHOWN. PLAGF KAM SHUT -OFF VALVE FOR WTE IN UTILITY ROOM BEFORE ANY FIXTLF E5 ARE (OMPETED. 815E 2' GOLD WATER 8 LINE tP IN ROOF ACCE% 30b ROOM ON THIRD LEYM. PROVIDE W -OFF VALVE IN ROOM AND WEN' LINE FOR FIFIWE CONNECTION. DROP 2' WASTE LINE DOWN IN WAU TO U%J% OF MAN LEVEL REEK TO SHEET PI.1 FOR GONTI)CAT10K OF PIPM6. R DROP 4' WASTE LINE DOWN N WALL TO CE ILM6 OF MAN LEVEE.. FB:ER TO SHEET PIJ FOR CONT!"noN OF PIPM6. __- CONSULTANM CAP 4' WASTE LINE ABOVE GE L11,16 FOR RMI RE $ COttECTiON. KEEP WATEE PPW19 b' ABOVE L6HT fallEU 061Q1 FIXTURES. unzEU pESa. 75 Swtn Epp WW P IN RISE 2' COLD WATEZ LRE U UTILITY ITY ROOM. 939. UT (435) 752 -45. PROVIDE MAIN 5HttT -OFF VALVE FOR SECOND LEA SLATE M UTILITY ROOM RUN P'PIN& ABOVE SECOND < 57RIICAIBAt F]/OIIEfliIq T NNER Sun. BANPUSS s 4SSOC LEVEL GELW TO FIXRRES AS SHOWN. Stru=ovd Engr- 233 North 12W Wnt JZY GOLD RISE 2' MTER LINE UP IN 5EC'm LEVEL B—tmn, Utm W14 WAIL. OFFSET AS R(iEA� P N TO RISE LIE L � IW) 298 -8705 UTILITY ROOM. PROVIDE MM SHIT-OFF VALVE FOR �d+A� 904U" %ATE M UTILITY ROOM ON THIRD LEVEL. RIM PPM& Ewt SYSTEMS ASS(X ABOVE THIRD iATi G&I.IN& TO FXtIIReSi AS SHOFIL t355 t =n 1355 Pocota6o. edw b32p1 rw♦Yee tCATM rHTN P=,ttecunT»k+ rUPr. 1¢'e'et •^. w TO DETAIL EIP22 FOR TYPICAL PIP@6 COME.CTIUIi. ElEG1RICM DI mmm PAYNE ENGRIEFRING MC, 3' VENT LP FROM FIXTURES OWN LENT REFER 9 1823E Conte St ""','2 ied,o 83239 TI TO SHEET PII FOR GONTINMTION OF VENT PIPTN6. ;2081) 232 -4439 Te F. X208) 232 -1435 DROP (2) 4' ROOF DRAM LINES DOWN IN C 05E TO R5 6RADE LEVEL, REFER TO SHEET PU FOR CMINLIATION OF PIPING. ENTIRE EIULDIN& TO BE FIRE SPRWLED TO MEET NFPAJ3 LADE REtlAl2E ws COORDINATE ROUTEM OF FIRE WATER LME5 AND SPRIWLEiR HEADS HIM z OTTER PIPING, COIOI)IT AID GUGTWORK. o DROP V HOT AND COLD WATER LINES AND 3/4' NOT 0- WATER RECIRL. LIE DOM THRU ]FLOOR TO MAIN V LIEVEI_ RE] TO SHEET PIA FOR CdNTINMTION. REFER TO DETAIL EP22 FOR TYPICAL PIPM6 :. COMECT015 TO WATER HEATER. f " m i' PLAT DATE. OGt 23, 2212 DRAWING N0. FU 10"2aA PI.2 OF 5 z a d ORI644N_ DRAWN& S&W BY. DWAYHE C. SIAI'E'S 0- DRANK BY: V DATE OR6NAL WRW, Oc.L 23, 20}2 Z 0- ORI6lNAL ON FILE AT 9461i9591) SYSTEM A55"IE5 'M� J lu fa DATE OM FAST CB(fBt, POGATBLO, VAND MW U� D SU INIT" MAY 2012 1Q� S i lu PLAT DATE. OGt 23, 2212 DRAWING N0. FU 10"2aA PI.2 OF 5 ORI644N_ DRAWN& S&W BY. DWAYHE C. SIAI'E'S DRANK BY: JOB NO. DATE OR6NAL WRW, Oc.L 23, 20}2 M ipm 424 ORI6lNAL ON FILE AT 9461i9591) SYSTEM A55"IE5 ( 8Y: DATE OM FAST CB(fBt, POGATBLO, VAND MW D SU INIT" MAY 2012 PLAT DATE. OGt 23, 2212 DRAWING N0. FU 10"2aA PI.2 OF 5 5ECLJD LEVEL 1 I rrr I -412• ,= ``r _r 4' {' I_ y 2-4 SE"m LEVEL T MAIN LEVEL Lt+ P-4 'P-5 1.1/2' h LL P3 �r I — —\- 4 ; P-2 Pt4'�K 1 �k 1 `�P -2 P•4 I. �t P -5 I I ALP -? , z P -i I / �+3 P-8 Hn' V I i i I '•r i -V2'�� ti ,Nr -CtV2 I � i i Lrr I 550M LEVEL rice' 4'-+ i 4'4 M" LEVEL r r i 4'-k1 I r' t a.l i4 4 . R 2` T t -1--, .4 P-5 r-' '4- P -i ( co j! M r I P-2 coH "J (� WASTE AND VENT RISER DIAGRAM �� NO 5CALE {MAIN TOILET ROOMS ONLY) FIXTURE 5CHWULE dMNii�Mf 5YM. DE5(RlFn NI HOT GOLD 71457E VENT . P-1 ADA WATER aOEET - KORBZ K -4768 -- I, 4' 7 COWUTANTS: SN6HIGLIPF' MN LS.~TED BON., K -4670-, ::455; 7`2 -5544 smucnnx oxMMEDex 'Am''E3 WTH Swum A. ASSC£ S&-tf d EN ears OPEN FRONT SAT, 91.OAN OPT HA 65 PUS Wit 4 -bu, tit. 8M75 (ml six -am kf A59)C. iasr-11045 M5 East Grim BATTEtf POWERD AUTOMATIC 8160 VALVE perp. 217 -COI •aa ?m, a :u-maa FIECatl-,L ENaIN�wQ GA74E ENGTEERWG , ta23 E. tv SL Poca�mN 4 . 8J"I AND BOLT CAPS. r¢ =(2M) 232 -143r, P -2 WATER 6105Ef - KOWER K -4�50 ti'tU60ME' — 1' 4' 7 M114 ELON6ATEV BOW., K- 4610 -G OPEN FRONT O � tl! SEAT, SLOM OPTIMA 62 PLbs "it BATIHRY Pa AUTOPATKC P,3F.2ti VALVE NO BOLT CAPS. Q " P3 waaL • - KO4.82 K -44m-T TREE~ WTN — 3!4' 2' r HALL CARRIER AND S-OAR OPTIMA 65 Rl5 S 114/23,12 1 Ma6HeC FTaa Plana 0" BATTERY POHE RED AIMMAVC F41A3H ; + DA$ CtXlllEhT VALVE NTH 3/4' SLPPLY. (PCJMT AT STANDARD ORAYM EIX Jm N0: M J5KH4 434 CIfCK D BY: H516HT) D SLCY'!®GS MAY 2012 PLw om Oct 23, 2012 P-4 ADA MLAdJ_ NiGIJRiQ7 LAVATORY - KOI4ER V2' 1/2' 3-11' 1 -U2' K -2032 '6RE844K.4+' (50 2CW6) MTN K --1715 i OPEN 6RD STRAINER SLOAN x-85 BATTERY POK3;W AUTO FA M, V2' 5TOP5 AND 1417 P -TRAP. PRITRDE {N5I"nN6 ,MKET ON WATER AND K46TE LINES. P-5 VA -,CURTER. 700 LAVATORY - KalLEi K -2904 V2' 117 1-1/2' I-IF 5ELF -QK4N6 LAVATORY NTH K-7T5 OPEN 6WD STRAINER, SLOAN -85 BATTERY POWERM AUTO FN --T, I17 STOWS AND i-i/1' P -TRAP. PROVIDE IWAAM6 JACKET ON HATER AND HASTE UN a P4 - KOHLE R K-6-NO !n' 4' 2' 7 711787' NTN K -8440 'IF RM CAARp, K -9142 PERFORATED STRAH R AID 2` DEEP SEAL } P -TRAP, K- MB- C.P'KfDXtYIRT1' FAa7 A65191Et.Y COMPLETE NTH VAC" RIBBER HOSE AND WALL HOOr, P -T 2' FLOOR DRMN - 2m Z-4I5 Y#TH 518, TYPE 8', — — 7 2• MCM -MOM 5TRAINER, Z -1022 5N6% WW TRAP PRIMER COMELTED TO W-Airz5T FIXT6RE (5E DETAL F)P22) AM 2' DEEP SEAL P -TRAP. P-8 EmAY MODEL LZ5TL8C MTH FLEA -WARD DAMLBZ 1 V2' 5TOP AND H/2' P -TRAP. PRURL£ VAWAL FT66TMT BOMH FLATS AID 5MRE BOTTOM OF FIXTJRE TO WILL P-4 jju RfXlfd a - ELKAY MODEL LR -M& 5 ?NN299 �ll9. 54W "I/ LKV24MM IM -FPl V2' VT i -U2' L-113' FALCET MJTN WRIST BLADE HAHVLE5. 1735 IXO STRAINER. L 2T 5TOP5 AND I -Vr P -TRAP. P -10 L RPAK ROOM 5MK - H.KAY MWEi. LR-Y" PM V7 1/2' i -V2' I-U2' LK -4110 LIEVER HANDLE FAIXET, (2) LK-55 STANDARD STRANB;tS, V2' STOPS AND I4U7 P -TRAP. P -11 ILE mAlag TION WX - MY 6RAY MOM — I/7 — — BM1815 HALT. MOLMET7 al" BOX NTH V7 COLD HATER 5UPR.Y COFPL.ETE W74 W-O f VALVE COORpfWSE MGLMIN5 W16K OF Box NTH EgARIENT 86% FL4aV -+IED. P-12 - PROVDE AND 1 V2' In' 2' 2' INSTALL GU( - 6RAY HXM FBU200T5 WASHER BOX CA.OMF'LETE NTH 2' WASTE LNE MT14 P -TRAP AND I/2' HOT AND COLD WATER SRPL.I'S IP ROM TOP) REAR TO DETAIL WP22 P -13 5HOMR - LASCO 604- HIS 'A5aRA$W W I/2' 117 r r MBSRAL MM= SEAT, BAIT -N SOAP 5H3VEs. OPTIONAL STATMISh STEEL 6RAB SW$ ON REAR RFH.RN ANC FIXTURE MI5, STARLESS STEEL RIO, NTH Y1NYL CURTAIN AND HOOKS, ROHER5 T425O6 THB4405TATIC VALVE NTH HAND SHOKR AM fm p"AITIM6. P-14 4' HOUR DRAMs - ZURN Z-46 NTH 8'R, TYPE F, — — 4' 2' WKEL-13RONTE STRAINER, Z -IQ2.2 5441-6UARD i TRAP PRIER C0 #4E(,TEV TO tEAREST FIXTURE (SEE DETAL FIP22) NO 4' DEEP SEAL P -TRAP, tit 3 P-45 E.PLTRK WATER t£ATSR- AO .94TH MO)E. 3/4' 3/4' — — £LT -52 B.L-CtRIC WATER WAATER MM (2) 45" WOV -lo) NON -A Tq£ RB8 EHt5. ANrROL 5T-5 EXPAl 4 TALK, TIP VALVE AND ST"40% 5.200 (314'' M)ON6 VALVE REFER TO DETAIL EP22 P -6 N ROOM SINK - ELKAY MODEL. MR-2=10 IC V2' I-n, 4-Vr S7AINi.EFb STEEL SINK WTH LKD24398H H -ARC FAIK.ET WTH W 15T BLARE HAMLES5 U35 DID 5TRAiNER, V7 STOWS MD 1 -1/2' P -TRAP. P-IT PROCEDURE SINK - 5-KAY MODfl. D-R -20220 [a. V2' 1412' 147 STAIHIE56 STEEL SINK NTH LM4308H M-ARL FALGET NTH MST BLADE HWI r-,i, LK35 OW STRAM ER, 112' STOPS NO H/1' P -TRAP. P-48 75E 5M - A" Z -000 - 3/4' — — prROl.' NTH VACLUM BREAKER AHD RE14OVEAB.E 'IEEE' HANDLE. L81611, TO SEAT WALL THICKME% Rff82 TO DETAIL JP2.2 0-14 4' ROOF DRAIN - JAY R 9VI4 MOLE. 1040 PITH - UNXRDEGK UAW, DOM STARTER NV 4' LME CC461T10M SEE DETAIL Oh'2J P -20 + DRAIN - JAY R 5MITN MODE. K77O — — 4' — WTH MEe DECK CLAM', DOFF STRAINER. 2' NIGH WATER DAM AND 4` LINE CONNECTIOHL SEE DETAL Dh'21 P -2 41 KALL DOW fflaff - AY R SMITH --- — 4' — MODH. 7710.8'' WTH ROU614 MASS HW-+ BAD SCREEN AND 4' LINE WN EGTKM. MUNT AT 12' ABOVE GRADE AND PRDVM WWK.RETE 5PLA5H 13LOGK EELOH FLANGE. P -22 HOT WLIRC RW - 846MA IOO MTH € 314' — --- — 3 6PM AT 10 LEAD, 112 W MOTOR (12OV-I0), 3/4' C01 EGTI0 6 AND Aa06TAT CONTROL.. ,J SHEET P12 FOR LONTHAATIOK V2'�� f P-2v P3 P -I y I x,47 P-5 THIRD LEVEL 112' SEGfMD LEVa A R�TO �> f 9fEr R2 FOR /- l� trr (✓ V2• TO a P-9 ORRKT76_ P12 FOR CO nINUATION. 5EC0N0 LEVti. �` V2* i•� �' MARL LPiH. i' 1\' rT �4i� RISE 2' GW LINE LP IN KALL ABOVE FOR THd? LEVEL HXR RE5. A-4 i . •,r2. P-g J P -2 \, -} V2 V2 2• P-4 .�. Vy P-5 I" ' ' ``a`; �In' 'SECOMP LEVEL Rff$t TO SHEET M.2 FOR j�j 00NTINMTi0t1 MAINLtVEi T T 2-4/7 COW KATER /* -.--. �- LINE TO ADDITIONAL P 5 SCCCtD LEY3 \, P 4` / j_ PII FOR ONT ELATION. ySEWND LEVEL �j MAIN LEVEL MAINLEVEL 3'� P -2 P-2 V2• Pra� 3' CA LINE RE292 P-E TO SHEET PIJ FOR CONTUATM WATER PIPING ISOMETRIC NO SCALE {MAIN TOILET ROOMS OWY) OR W& DR44'IN6 SWO EW CIIIkyE C.%VKB_5 DATE O &WL 5KWd O.GL 23, 2012 0RI6N•L AL MLE AT B 61tBW 675713$ ASSMAT15 M EAST CaMER FMATELLO NANO 63X!1 �S5IUNAt £NOy ¢Q°A 4f`�a+ dMNii�Mf 1355 EAST CENTER POCATELLa IDAHO 8320} 5762 y �vFcsyo�} PHONE: (208) 233 -0501 EMAIL M MASER 11096 MI T I 1� T A 4CFARIAND AR -2561 STATE OF IDAHO Q� <R S� COWUTANTS: W.EU aamx ::455; 7`2 -5544 smucnnx oxMMEDex 'Am''E3 WTH Swum A. ASSC£ S&-tf d EN ears 273 North 1250 meat 1201, , 4 -bu, tit. 8M75 (ml six -am kf A59)C. iasr-11045 M5 East Grim aczyt mnc x320, perp. 217 -COI •aa ?m, a :u-maa FIECatl-,L ENaIN�wQ GA74E ENGTEERWG , ta23 E. tv SL Poca�mN 4 . 8J"I i 08 *. V�2 -44.;9 r¢ =(2M) 232 -143r, fl y O � tl! 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E)CER DR WALL 10 DOUME CNEGK D FLOM AL AW 5KTGH i t2 ELECTRIC BELL � 13 THRUST BLOCK K 2' 5PACE - UAILK MMTER416HT 5 MET PPE N.IRM VALVE 16 MAIN DRAM VALVE 17 ALARM TEST VALVE I8 14VN OR" 14 ANCHOR AT fUXR OR WALL PENETPATKRN 20 SHIT -Off VALVE 14TH TAMPER 5"TCN 21 POST INDICATOR VALVE (OUTSIDE EID6) 3' CK LINE TO PRV (5$ AR2-W ILL PIPIN6 Ti95 DETA. TO BE INSTALLED BY FIRE SPRMaRR CONTRACTOR M255 HOTEM "SEE ELELTRK-AL PLAt45 FOR GA?fiTIM TO ELECTRICAL DEVICE. COORDINATE MRN ELECTRICAL CONTRACTOR FIRE 5PRINKLER R15ER t VALVE DETAIL D NO SCALE w.--% CLEAN= Kw w CLEAN= AND ACCEf CAXWOZ SDK W14D C. Nm TOP Cf COVER *' SMA ME GCMG PAD; TO BE 07N WROP OF TRall 5MO aRow WALL COVER �E" --"— MAY EXfBt/ AS A FLOOR LINE ... ,,... AND SGRBN YL45TE OR VHiT F W94 6RADE- ""— MIMJ_ R166M TEE BALANCE OF PIPING \ v6 CJ. BEND I'm afAlor 54t AS CL5Qw V6 G.I. BEND TO 6RA F - GJ. MA5TE LINE. i ROOK LINE ,. LEA51N TO SLAT. , CLEANYAA 5H= NOT / , 3 �— WASTE LINE BE LOCATED A D4 U6 Ci. BEND OARFfI'ED AREA OCC.LWS AT END OF LINE BN.ANGE OF PIFTN6 5AM AS CLEA40UT TO 6RA0E. M=R Ul'ANOUT iPG CLEAWVr TO SRADL` (00Th) WA U. GUM= O!r& GLEAN OUT DETAILS NO SCALE NOT UNSED NO SCALE T404,10HETER OPERATIN& 3/4' HOT MIEi THERMOSTAT R5vRCUATM LINE AGL06;AT VCC P -22 HOT WAIF RECIRMATIOM. .� PUNP NOT WATER CL£CK VA 3l4' COLD WATER INLET -1 AMTROL 5T-5 IDPA SIONN TA 3N• } NOT USED NO SCALE ? /TTRRAPP PR*lER HEXING ED KA FCR MOI.NT Ai A!„OESSI Ir- LOCATION VALVE IENP� WATER FLOW SD BAL€. TYPE 5!1fi-0ff VALVE r— 314' NOT WATER LINE NEAREST Eq%TtRF DRARI VALVE KM TNNMADEP HOSE CONWT. PPE FULL S(ZE COIGNE FILL FLOOR TO ,YWITOR5 SINK WATERPROOF NENERANE -BALL VALVE (TYR) AR 6AP YACaH W E#. R +£UMP -ASNE TIP im FORT" RELIEF VALVE . - - *ZION (TYP) STRi1CTLAMAI. FEAR TRAP FNTTINS HOF 5E&4C, SRACINN& STRAPS AY.t0FB2 TO KAL.L 14ATER WATER ., •, 2' RI6D INSLL Ill' PEX BASE MeZ i WATB2 NEATER 0 WATER HEATER PIPING DIAGRAM NO SCALE V2' CAD MMTER LINE V2 HOS WATER LINE 2x4 W00D HEADER STUD MIL ABOVE VnUTY BOX AT ib' OC. 2' VENT LINE LP °JUT -OFF VALVES = ; CUT EMSTNN6 00MCR:TE FLOOR AS FZEGMFW TO FINISHED Fi.C.10R.�. _ C,dMECT TO E)05Tii16 PIPITS. 2'P-TRAP 2' 14457E LINE DROP 2' WASTE LINE DONH DELON FLOM AND C44elT TO EXSTIN6 K%TE PIMN6. WASHER BOX PIPING DETAIL NO SCALE FLOOFM6 IF APPUC kU E GEN"EM E® OUTLET TO P -TRAP (� r-LOOR DRAIN WITH TRAP PRIMER DETAIL NO 9,Alf .�._ EICTERLOR VALVE Homm YW1. 314' COLD MMTER LINE M* IN WALL - - GROUT ARLU V frBM IN WU 56GLFE PPE TO � ,..� / RtTtU/A°LF KEY WALL STIR A T RISE/ !! 14TH PPE 0.i!-P 314' HOSE COWTION ?" WTNN ANR- SIPHON VACILM BREMER FLOOR -1 it HK i - 24' MAX —� GRADE AD.II5TABLE a-#W EXTERIOR HOSE BIBS PET& NO SCALE ORI6MUL ORN'IN4G 510® 6Y: DNMYIE G DATE CMilOL St6 M Cal 23, 2012 oftI L 04 F6£ AT SYSTEMS ASSXIAYS 0% EAST Ca MR PMAM.W, CWV 0201 44�S510NAL dmwdMn. 1355 EAST CENTER 5762 i POCATEUA OAHO 63201 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 % sUO I EMAIL awGmgo)*tem&com Eta Job WOM 11096 w.EU pE9fit �.._� DE4Cii :ogm, UT {4351 752 -4541 SiRtlCFMGL E1KaE0llW TA *e SYTH SAMSS h A= Strvetwtl 1250 * 2i3 Nos!# 71ST Mss1 (211 daw��li51, W. 8w14 (w) 1-98 -8795 AEOU2tl-4 amai'PMM ENGO&M St51EM5 ASSN 1355 Et Canis PecMeao. tames 832x! (2�) 231-OSM rms 1m:} za5 -wz4 ElECAICAi. ENpNEi7�1G 1823 E. Canter 5< Pacois7a, iOaRa 832T, t2D 23z -44.� F. (2[E) 732 -1435 O � A z a O ul 1L7 Q z OIIE txliEtiT DRAWN BY: JOB Nt} M ,BCiEN 424 CtfQiED BY: DATE D 5LVrt!0O5 MAY 2012 PUN DATE: Oct 23.2012 DRAWING NO. RE. 1101!- P2.2Ary P2.2 OF $ [ � I° 0 GOMRACT WATER PRE55URE REDUCING STATION DETAIL NO SCALE ITIN DMCRiFfION I C4fGK VALVE 2 RETARDING 61441M t DRAFT 3 SALL ORF' 4 51AMI5E FD. CC REGTION 5 RETARDFK CH44',ER b SPLASM BI= 7 PRE9W;E SMETCHM 6 PRt?XiK 6M1GE a RM9, 4 BLD6. E)CER DR WALL 10 DOUME CNEGK D FLOM AL AW 5KTGH i t2 ELECTRIC BELL � 13 THRUST BLOCK K 2' 5PACE - UAILK MMTER416HT 5 MET PPE N.IRM VALVE 16 MAIN DRAM VALVE 17 ALARM TEST VALVE I8 14VN OR" 14 ANCHOR AT fUXR OR WALL PENETPATKRN 20 SHIT -Off VALVE 14TH TAMPER 5"TCN 21 POST INDICATOR VALVE (OUTSIDE EID6) 3' CK LINE TO PRV (5$ AR2-W ILL PIPIN6 Ti95 DETA. TO BE INSTALLED BY FIRE SPRMaRR CONTRACTOR M255 HOTEM "SEE ELELTRK-AL PLAt45 FOR GA?fiTIM TO ELECTRICAL DEVICE. COORDINATE MRN ELECTRICAL CONTRACTOR FIRE 5PRINKLER R15ER t VALVE DETAIL D NO SCALE w.--% CLEAN= Kw w CLEAN= AND ACCEf CAXWOZ SDK W14D C. Nm TOP Cf COVER *' SMA ME GCMG PAD; TO BE 07N WROP OF TRall 5MO aRow WALL COVER �E" --"— MAY EXfBt/ AS A FLOOR LINE ... ,,... AND SGRBN YL45TE OR VHiT F W94 6RADE- ""— MIMJ_ R166M TEE BALANCE OF PIPING \ v6 CJ. BEND I'm afAlor 54t AS CL5Qw V6 G.I. BEND TO 6RA F - GJ. MA5TE LINE. i ROOK LINE ,. LEA51N TO SLAT. , CLEANYAA 5H= NOT / , 3 �— WASTE LINE BE LOCATED A D4 U6 Ci. BEND OARFfI'ED AREA OCC.LWS AT END OF LINE BN.ANGE OF PIFTN6 5AM AS CLEA40UT TO 6RA0E. M=R Ul'ANOUT iPG CLEAWVr TO SRADL` (00Th) WA U. GUM= O!r& GLEAN OUT DETAILS NO SCALE NOT UNSED NO SCALE T404,10HETER OPERATIN& 3/4' HOT MIEi THERMOSTAT R5vRCUATM LINE AGL06;AT VCC P -22 HOT WAIF RECIRMATIOM. .� PUNP NOT WATER CL£CK VA 3l4' COLD WATER INLET -1 AMTROL 5T-5 IDPA SIONN TA 3N• } NOT USED NO SCALE ? /TTRRAPP PR*lER HEXING ED KA FCR MOI.NT Ai A!„OESSI Ir- LOCATION VALVE IENP� WATER FLOW SD BAL€. TYPE 5!1fi-0ff VALVE r— 314' NOT WATER LINE NEAREST Eq%TtRF DRARI VALVE KM TNNMADEP HOSE CONWT. PPE FULL S(ZE COIGNE FILL FLOOR TO ,YWITOR5 SINK WATERPROOF NENERANE -BALL VALVE (TYR) AR 6AP YACaH W E#. R +£UMP -ASNE TIP im FORT" RELIEF VALVE . - - *ZION (TYP) STRi1CTLAMAI. FEAR TRAP FNTTINS HOF 5E&4C, SRACINN& STRAPS AY.t0FB2 TO KAL.L 14ATER WATER ., •, 2' RI6D INSLL Ill' PEX BASE MeZ i WATB2 NEATER 0 WATER HEATER PIPING DIAGRAM NO SCALE V2' CAD MMTER LINE V2 HOS WATER LINE 2x4 W00D HEADER STUD MIL ABOVE VnUTY BOX AT ib' OC. 2' VENT LINE LP °JUT -OFF VALVES = ; CUT EMSTNN6 00MCR:TE FLOOR AS FZEGMFW TO FINISHED Fi.C.10R.�. _ C,dMECT TO E)05Tii16 PIPITS. 2'P-TRAP 2' 14457E LINE DROP 2' WASTE LINE DONH DELON FLOM AND C44elT TO EXSTIN6 K%TE PIMN6. WASHER BOX PIPING DETAIL NO SCALE FLOOFM6 IF APPUC kU E GEN"EM E® OUTLET TO P -TRAP (� r-LOOR DRAIN WITH TRAP PRIMER DETAIL NO 9,Alf .�._ EICTERLOR VALVE Homm YW1. 314' COLD MMTER LINE M* IN WALL - - GROUT ARLU V frBM IN WU 56GLFE PPE TO � ,..� / RtTtU/A°LF KEY WALL STIR A T RISE/ !! 14TH PPE 0.i!-P 314' HOSE COWTION ?" WTNN ANR- SIPHON VACILM BREMER FLOOR -1 it HK i - 24' MAX —� GRADE AD.II5TABLE a-#W EXTERIOR HOSE BIBS PET& NO SCALE ORI6MUL ORN'IN4G 510® 6Y: DNMYIE G DATE CMilOL St6 M Cal 23, 2012 oftI L 04 F6£ AT SYSTEMS ASSXIAYS 0% EAST Ca MR PMAM.W, CWV 0201 44�S510NAL dmwdMn. 1355 EAST CENTER 5762 i POCATEUA OAHO 63201 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 % sUO I EMAIL awGmgo)*tem&com Eta Job WOM 11096 w.EU pE9fit �.._� DE4Cii :ogm, UT {4351 752 -4541 SiRtlCFMGL E1KaE0llW TA *e SYTH SAMSS h A= Strvetwtl 1250 * 2i3 Nos!# 71ST Mss1 (211 daw��li51, W. 8w14 (w) 1-98 -8795 AEOU2tl-4 amai'PMM ENGO&M St51EM5 ASSN 1355 Et Canis PecMeao. tames 832x! (2�) 231-OSM rms 1m:} za5 -wz4 ElECAICAi. ENpNEi7�1G 1823 E. Canter 5< Pacois7a, iOaRa 832T, t2D 23z -44.� F. (2[E) 732 -1435 O � A z a O ul 1L7 Q z OIIE txliEtiT DRAWN BY: JOB Nt} M ,BCiEN 424 CtfQiED BY: DATE D 5LVrt!0O5 MAY 2012 PUN DATE: Oct 23.2012 DRAWING NO. RE. 1101!- P2.2Ary P2.2 OF $ 3' CK LINE TO PRV (5$ AR2-W ILL PIPIN6 Ti95 DETA. TO BE INSTALLED BY FIRE SPRMaRR CONTRACTOR M255 HOTEM "SEE ELELTRK-AL PLAt45 FOR GA?fiTIM TO ELECTRICAL DEVICE. COORDINATE MRN ELECTRICAL CONTRACTOR FIRE 5PRINKLER R15ER t VALVE DETAIL D NO SCALE w.--% CLEAN= Kw w CLEAN= AND ACCEf CAXWOZ SDK W14D C. Nm TOP Cf COVER *' SMA ME GCMG PAD; TO BE 07N WROP OF TRall 5MO aRow WALL COVER �E" --"— MAY EXfBt/ AS A FLOOR LINE ... ,,... AND SGRBN YL45TE OR VHiT F W94 6RADE- ""— MIMJ_ R166M TEE BALANCE OF PIPING \ v6 CJ. BEND I'm afAlor 54t AS CL5Qw V6 G.I. BEND TO 6RA F - GJ. MA5TE LINE. i ROOK LINE ,. LEA51N TO SLAT. , CLEANYAA 5H= NOT / , 3 �— WASTE LINE BE LOCATED A D4 U6 Ci. BEND OARFfI'ED AREA OCC.LWS AT END OF LINE BN.ANGE OF PIFTN6 5AM AS CLEA40UT TO 6RA0E. M=R Ul'ANOUT iPG CLEAWVr TO SRADL` (00Th) WA U. GUM= O!r& GLEAN OUT DETAILS NO SCALE NOT UNSED NO SCALE T404,10HETER OPERATIN& 3/4' HOT MIEi THERMOSTAT R5vRCUATM LINE AGL06;AT VCC P -22 HOT WAIF RECIRMATIOM. .� PUNP NOT WATER CL£CK VA 3l4' COLD WATER INLET -1 AMTROL 5T-5 IDPA SIONN TA 3N• } NOT USED NO SCALE ? /TTRRAPP PR*lER HEXING ED KA FCR MOI.NT Ai A!„OESSI Ir- LOCATION VALVE IENP� WATER FLOW SD BAL€. TYPE 5!1fi-0ff VALVE r— 314' NOT WATER LINE NEAREST Eq%TtRF DRARI VALVE KM TNNMADEP HOSE CONWT. PPE FULL S(ZE COIGNE FILL FLOOR TO ,YWITOR5 SINK WATERPROOF NENERANE -BALL VALVE (TYR) AR 6AP YACaH W E#. R +£UMP -ASNE TIP im FORT" RELIEF VALVE . - - *ZION (TYP) STRi1CTLAMAI. FEAR TRAP FNTTINS HOF 5E&4C, SRACINN& STRAPS AY.t0FB2 TO KAL.L 14ATER WATER ., •, 2' RI6D INSLL Ill' PEX BASE MeZ i WATB2 NEATER 0 WATER HEATER PIPING DIAGRAM NO SCALE V2' CAD MMTER LINE V2 HOS WATER LINE 2x4 W00D HEADER STUD MIL ABOVE VnUTY BOX AT ib' OC. 2' VENT LINE LP °JUT -OFF VALVES = ; CUT EMSTNN6 00MCR:TE FLOOR AS FZEGMFW TO FINISHED Fi.C.10R.�. _ C,dMECT TO E)05Tii16 PIPITS. 2'P-TRAP 2' 14457E LINE DROP 2' WASTE LINE DONH DELON FLOM AND C44elT TO EXSTIN6 K%TE PIMN6. WASHER BOX PIPING DETAIL NO SCALE FLOOFM6 IF APPUC kU E GEN"EM E® OUTLET TO P -TRAP (� r-LOOR DRAIN WITH TRAP PRIMER DETAIL NO 9,Alf .�._ EICTERLOR VALVE Homm YW1. 314' COLD MMTER LINE M* IN WALL - - GROUT ARLU V frBM IN WU 56GLFE PPE TO � ,..� / RtTtU/A°LF KEY WALL STIR A T RISE/ !! 14TH PPE 0.i!-P 314' HOSE COWTION ?" WTNN ANR- SIPHON VACILM BREMER FLOOR -1 it HK i - 24' MAX —� GRADE AD.II5TABLE a-#W EXTERIOR HOSE BIBS PET& NO SCALE ORI6MUL ORN'IN4G 510® 6Y: DNMYIE G DATE CMilOL St6 M Cal 23, 2012 oftI L 04 F6£ AT SYSTEMS ASSXIAYS 0% EAST Ca MR PMAM.W, CWV 0201 44�S510NAL dmwdMn. 1355 EAST CENTER 5762 i POCATEUA OAHO 63201 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 % sUO I EMAIL awGmgo)*tem&com Eta Job WOM 11096 w.EU pE9fit �.._� DE4Cii :ogm, UT {4351 752 -4541 SiRtlCFMGL E1KaE0llW TA *e SYTH SAMSS h A= Strvetwtl 1250 * 2i3 Nos!# 71ST Mss1 (211 daw��li51, W. 8w14 (w) 1-98 -8795 AEOU2tl-4 amai'PMM ENGO&M St51EM5 ASSN 1355 Et Canis PecMeao. tames 832x! (2�) 231-OSM rms 1m:} za5 -wz4 ElECAICAi. ENpNEi7�1G 1823 E. Canter 5< Pacois7a, iOaRa 832T, t2D 23z -44.� F. (2[E) 732 -1435 O � A z a O ul 1L7 Q z OIIE txliEtiT DRAWN BY: JOB Nt} M ,BCiEN 424 CtfQiED BY: DATE D 5LVrt!0O5 MAY 2012 PUN DATE: Oct 23.2012 DRAWING NO. RE. 1101!- P2.2Ary P2.2 OF $ OCC.LWS AT END OF LINE BN.ANGE OF PIFTN6 5AM AS CLEA40UT TO 6RA0E. M=R Ul'ANOUT iPG CLEAWVr TO SRADL` (00Th) WA U. GUM= O!r& GLEAN OUT DETAILS NO SCALE NOT UNSED NO SCALE T404,10HETER OPERATIN& 3/4' HOT MIEi THERMOSTAT R5vRCUATM LINE AGL06;AT VCC P -22 HOT WAIF RECIRMATIOM. .� PUNP NOT WATER CL£CK VA 3l4' COLD WATER INLET -1 AMTROL 5T-5 IDPA SIONN TA 3N• } NOT USED NO SCALE ? /TTRRAPP PR*lER HEXING ED KA FCR MOI.NT Ai A!„OESSI Ir- LOCATION VALVE IENP� WATER FLOW SD BAL€. TYPE 5!1fi-0ff VALVE r— 314' NOT WATER LINE NEAREST Eq%TtRF DRARI VALVE KM TNNMADEP HOSE CONWT. PPE FULL S(ZE COIGNE FILL FLOOR TO ,YWITOR5 SINK WATERPROOF NENERANE -BALL VALVE (TYR) AR 6AP YACaH W E#. R +£UMP -ASNE TIP im FORT" RELIEF VALVE . - - *ZION (TYP) STRi1CTLAMAI. FEAR TRAP FNTTINS HOF 5E&4C, SRACINN& STRAPS AY.t0FB2 TO KAL.L 14ATER WATER ., •, 2' RI6D INSLL Ill' PEX BASE MeZ i WATB2 NEATER 0 WATER HEATER PIPING DIAGRAM NO SCALE V2' CAD MMTER LINE V2 HOS WATER LINE 2x4 W00D HEADER STUD MIL ABOVE VnUTY BOX AT ib' OC. 2' VENT LINE LP °JUT -OFF VALVES = ; CUT EMSTNN6 00MCR:TE FLOOR AS FZEGMFW TO FINISHED Fi.C.10R.�. _ C,dMECT TO E)05Tii16 PIPITS. 2'P-TRAP 2' 14457E LINE DROP 2' WASTE LINE DONH DELON FLOM AND C44elT TO EXSTIN6 K%TE PIMN6. WASHER BOX PIPING DETAIL NO SCALE FLOOFM6 IF APPUC kU E GEN"EM E® OUTLET TO P -TRAP (� r-LOOR DRAIN WITH TRAP PRIMER DETAIL NO 9,Alf .�._ EICTERLOR VALVE Homm YW1. 314' COLD MMTER LINE M* IN WALL - - GROUT ARLU V frBM IN WU 56GLFE PPE TO � ,..� / RtTtU/A°LF KEY WALL STIR A T RISE/ !! 14TH PPE 0.i!-P 314' HOSE COWTION ?" WTNN ANR- SIPHON VACILM BREMER FLOOR -1 it HK i - 24' MAX —� GRADE AD.II5TABLE a-#W EXTERIOR HOSE BIBS PET& NO SCALE ORI6MUL ORN'IN4G 510® 6Y: DNMYIE G DATE CMilOL St6 M Cal 23, 2012 oftI L 04 F6£ AT SYSTEMS ASSXIAYS 0% EAST Ca MR PMAM.W, CWV 0201 44�S510NAL dmwdMn. 1355 EAST CENTER 5762 i POCATEUA OAHO 63201 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 % sUO I EMAIL awGmgo)*tem&com Eta Job WOM 11096 w.EU pE9fit �.._� DE4Cii :ogm, UT {4351 752 -4541 SiRtlCFMGL E1KaE0llW TA *e SYTH SAMSS h A= Strvetwtl 1250 * 2i3 Nos!# 71ST Mss1 (211 daw��li51, W. 8w14 (w) 1-98 -8795 AEOU2tl-4 amai'PMM ENGO&M St51EM5 ASSN 1355 Et Canis PecMeao. tames 832x! (2�) 231-OSM rms 1m:} za5 -wz4 ElECAICAi. ENpNEi7�1G 1823 E. Canter 5< Pacois7a, iOaRa 832T, t2D 23z -44.� F. (2[E) 732 -1435 O � A z a O ul 1L7 Q z OIIE txliEtiT DRAWN BY: JOB Nt} M ,BCiEN 424 CtfQiED BY: DATE D 5LVrt!0O5 MAY 2012 PUN DATE: Oct 23.2012 DRAWING NO. RE. 1101!- P2.2Ary P2.2 OF $ NOT WATER CL£CK VA 3l4' COLD WATER INLET -1 AMTROL 5T-5 IDPA SIONN TA 3N• } NOT USED NO SCALE ? /TTRRAPP PR*lER HEXING ED KA FCR MOI.NT Ai A!„OESSI Ir- LOCATION VALVE IENP� WATER FLOW SD BAL€. TYPE 5!1fi-0ff VALVE r— 314' NOT WATER LINE NEAREST Eq%TtRF DRARI VALVE KM TNNMADEP HOSE CONWT. PPE FULL S(ZE COIGNE FILL FLOOR TO ,YWITOR5 SINK WATERPROOF NENERANE -BALL VALVE (TYR) AR 6AP YACaH W E#. R +£UMP -ASNE TIP im FORT" RELIEF VALVE . - - *ZION (TYP) STRi1CTLAMAI. FEAR TRAP FNTTINS HOF 5E&4C, SRACINN& STRAPS AY.t0FB2 TO KAL.L 14ATER WATER ., •, 2' RI6D INSLL Ill' PEX BASE MeZ i WATB2 NEATER 0 WATER HEATER PIPING DIAGRAM NO SCALE V2' CAD MMTER LINE V2 HOS WATER LINE 2x4 W00D HEADER STUD MIL ABOVE VnUTY BOX AT ib' OC. 2' VENT LINE LP °JUT -OFF VALVES = ; CUT EMSTNN6 00MCR:TE FLOOR AS FZEGMFW TO FINISHED Fi.C.10R.�. _ C,dMECT TO E)05Tii16 PIPITS. 2'P-TRAP 2' 14457E LINE DROP 2' WASTE LINE DONH DELON FLOM AND C44elT TO EXSTIN6 K%TE PIMN6. WASHER BOX PIPING DETAIL NO SCALE FLOOFM6 IF APPUC kU E GEN"EM E® OUTLET TO P -TRAP (� r-LOOR DRAIN WITH TRAP PRIMER DETAIL NO 9,Alf .�._ EICTERLOR VALVE Homm YW1. 314' COLD MMTER LINE M* IN WALL - - GROUT ARLU V frBM IN WU 56GLFE PPE TO � ,..� / RtTtU/A°LF KEY WALL STIR A T RISE/ !! 14TH PPE 0.i!-P 314' HOSE COWTION ?" WTNN ANR- SIPHON VACILM BREMER FLOOR -1 it HK i - 24' MAX —� GRADE AD.II5TABLE a-#W EXTERIOR HOSE BIBS PET& NO SCALE ORI6MUL ORN'IN4G 510® 6Y: DNMYIE G DATE CMilOL St6 M Cal 23, 2012 oftI L 04 F6£ AT SYSTEMS ASSXIAYS 0% EAST Ca MR PMAM.W, CWV 0201 44�S510NAL dmwdMn. 1355 EAST CENTER 5762 i POCATEUA OAHO 63201 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 % sUO I EMAIL awGmgo)*tem&com Eta Job WOM 11096 w.EU pE9fit �.._� DE4Cii :ogm, UT {4351 752 -4541 SiRtlCFMGL E1KaE0llW TA *e SYTH SAMSS h A= Strvetwtl 1250 * 2i3 Nos!# 71ST Mss1 (211 daw��li51, W. 8w14 (w) 1-98 -8795 AEOU2tl-4 amai'PMM ENGO&M St51EM5 ASSN 1355 Et Canis PecMeao. tames 832x! (2�) 231-OSM rms 1m:} za5 -wz4 ElECAICAi. ENpNEi7�1G 1823 E. Canter 5< Pacois7a, iOaRa 832T, t2D 23z -44.� F. (2[E) 732 -1435 O � A z a O ul 1L7 Q z OIIE txliEtiT DRAWN BY: JOB Nt} M ,BCiEN 424 CtfQiED BY: DATE D 5LVrt!0O5 MAY 2012 PUN DATE: Oct 23.2012 DRAWING NO. RE. 1101!- P2.2Ary P2.2 OF $ 2' RI6D INSLL Ill' PEX BASE MeZ i WATB2 NEATER 0 WATER HEATER PIPING DIAGRAM NO SCALE V2' CAD MMTER LINE V2 HOS WATER LINE 2x4 W00D HEADER STUD MIL ABOVE VnUTY BOX AT ib' OC. 2' VENT LINE LP °JUT -OFF VALVES = ; CUT EMSTNN6 00MCR:TE FLOOR AS FZEGMFW TO FINISHED Fi.C.10R.�. _ C,dMECT TO E)05Tii16 PIPITS. 2'P-TRAP 2' 14457E LINE DROP 2' WASTE LINE DONH DELON FLOM AND C44elT TO EXSTIN6 K%TE PIMN6. WASHER BOX PIPING DETAIL NO SCALE FLOOFM6 IF APPUC kU E GEN"EM E® OUTLET TO P -TRAP (� r-LOOR DRAIN WITH TRAP PRIMER DETAIL NO 9,Alf .�._ EICTERLOR VALVE Homm YW1. 314' COLD MMTER LINE M* IN WALL - - GROUT ARLU V frBM IN WU 56GLFE PPE TO � ,..� / RtTtU/A°LF KEY WALL STIR A T RISE/ !! 14TH PPE 0.i!-P 314' HOSE COWTION ?" WTNN ANR- SIPHON VACILM BREMER FLOOR -1 it HK i - 24' MAX —� GRADE AD.II5TABLE a-#W EXTERIOR HOSE BIBS PET& NO SCALE ORI6MUL ORN'IN4G 510® 6Y: DNMYIE G DATE CMilOL St6 M Cal 23, 2012 oftI L 04 F6£ AT SYSTEMS ASSXIAYS 0% EAST Ca MR PMAM.W, CWV 0201 44�S510NAL dmwdMn. 1355 EAST CENTER 5762 i POCATEUA OAHO 63201 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 % sUO I EMAIL awGmgo)*tem&com Eta Job WOM 11096 w.EU pE9fit �.._� DE4Cii :ogm, UT {4351 752 -4541 SiRtlCFMGL E1KaE0llW TA *e SYTH SAMSS h A= Strvetwtl 1250 * 2i3 Nos!# 71ST Mss1 (211 daw��li51, W. 8w14 (w) 1-98 -8795 AEOU2tl-4 amai'PMM ENGO&M St51EM5 ASSN 1355 Et Canis PecMeao. tames 832x! (2�) 231-OSM rms 1m:} za5 -wz4 ElECAICAi. ENpNEi7�1G 1823 E. Canter 5< Pacois7a, iOaRa 832T, t2D 23z -44.� F. (2[E) 732 -1435 O � A z a O ul 1L7 Q z OIIE txliEtiT DRAWN BY: JOB Nt} M ,BCiEN 424 CtfQiED BY: DATE D 5LVrt!0O5 MAY 2012 PUN DATE: Oct 23.2012 DRAWING NO. RE. 1101!- P2.2Ary P2.2 OF $ ,fi n 2an' CA LYE. REFER TO SHEET PIJ FOR CONTINJATICK -1 i �2. ABrNE . �}— P-5 ABOVE --q � � - - -- - - - - -- - -- ABOVE FOR SEE 2J LEVE FOR � FtXTiASS. SEE CtP2J FGR O.GNT. _ t G8 12 ABOVE P-2 / HIT i P-5 rin' '-P -T ABOVE a -2 ABOVE {I -..- # - P3 ABOVE YiG443, H/2"t Ilc 1 - _ 1 P-9 ABOVE P -7 AE+CA/E 2, ' rV2 N 4 VTR r F12 Pa ABOVE rd I t 1 P-4 ABOVE P D. _ i Pa ABOVE (• i ,.3• ,l+r V vs- I �I 4 ( , =Pa P� yr I ' i -V2' vl' 2'V P -1 ABOVE In, .3 P4 1 3' CA UN? FUER TO 5NW PH FOR CofITHATIOK P-5 ABOVE LAR.6E SCALE TOILET }ZOOM - PLUM13IN6 SCALE: 1/4' = 1'-0' (MAIN LEVEL - PDOMS 106, 104 4 10) NORTH „ LC12 T Rff52 TO 5HEPT PL2 P-6 TOR CANTUATIM uT i j �I .- P3 ! i r FMsER TO SHEET PI2 FOR Cl7HTINW7TOFl .2. i-V2" V (I i-- - i;, — -- , - -- 2' r,+JSr" P-6 P-7 4' VTR Pal r -- Rff;rR TO SHEET P12 r FOR C 2MM ATM LARGE SCALE TOILET ROOM - PLUMBING SCALE: 1/4' = 1'-0' "RD LEVEL - ROO 5 304, 4 310) Qm I C.O VIN7ATON.. P -2 ABOVE P3 ABOVE 1°-r V. P -7 ABOVE - 2 --oP -1 ABOVE In' -44'� rV. P-5 ABOVE rue' I i -In' P-5 ABOVE a------- -�-- ---- ---d•- �,- V-'t'------- ---- -ti ...... P- 1 A50VEi Pa ABOVE ..._ 2 4, p P-13 ABOVE ' ..... , In' i 2-t � I 2' V. L.:/4' HASTE OK 1 4' Pa ABm ///''''''2' V �+ T 3L 3 �` -P -3 �Pss� ,� P-5 290 :: P-71 . 3 P-4 A80vE Hn'r r 7 b 4 V I71L y. r V PA. ABOVE q�� i V2' WV v , P -T ; P-6 ABOVE . V P -2 I -Vr V 3n• � � 3• 4' Y_--- -_-_ r V- -- ----____ T- _ ?__ �. RE] TO SHEET PI2 .- 1' i 2• P-1 V , FOR CA nHMTON. V 42 243 —_ P-1 Vr 243 � �.�_ _� _ �2' t I � M t EXA 1 1 7 P-4 245 .. 24� ' MYER TO SHEET PI.2 \ /i FOR CONTi"TIM —v LARGE 5GALE TOILET ROOM - PLUMBING SCALE: 1/4' = 1'-0' (SECM LEVEL - ROOMS 240, 241, 242, 243 4 244) tN A- REFER TO WASTE AND VENT RISER DLA6RAM A/113J FOR COWLETE WA5TE AND VENT PIPE 5IZIN6 AND ROUTINE TO fIXTURES IN R)BLiC TOILET ROOMS, B- RED TO WATER PiPIN6 I5alETRC 51P5J FOR C 4UTE PIPE 51ZIN6 AND ROUTING OF WATER LINES TO FIXTWE5 IN RIHL IG TOILET RGOM5. C- ALL WATER AND VENT PPINS TO BE RUN ABOVE CEILING ON FLOOR IN WHICtI IT SERVES, PROVIDE SHUT -OFF VALVES IN PIPIN6 AS SHOWN. VALVES ARE TO 13E FLAQ D IN ACACE59BLE SPACES OR PROVIDE CEILIN5 A X:% Hf RE NO ACCESSIBLE SPACE 15 AVAILABLE. D- ALL WA5,E PIPING FROM FIXPJRES TO BE RIM BELOW FLOOR COORDINATE WASTE PIPING KTH VENT AND WATER PIPIN6 FROM FLOOR BELOW 3'�O'- 36' 5,51AAM ROOF DRAM -` F7 FLASPHS tNXR OVERPLON 5M5LE FLY ROOF I /- MEhBRNE 2' 11611 RI6TD MSE.tATK7!(-�. -\ WATER �e \� ROOF P"IN DETAIL NO SCALE We €12' POT WATER UNE LP AND CCH EGT TO PIPN6 A7 FiX14FE ON K00R ABOVE RIM TO L kw Y" 5"1 I'm Prl* CONEGTONS. RISE r OORD INAT ER UNE W M HALL ON WO NO L e&- OFF%T _FE M GEY..Mfi SPACE OF TZM L.PJk1 AND RI°.,E LP IN KkL ON rAw LEAL TO C6LIN6 SPADE: RffER TO LARGE SCALE Rm Cf2J AND TO HATER PIR% ISOWTIM a"J FOR Pant OF PIP%. DROP In' HOT hNTER LW DOW TIM K OOR AND COWY,TON TO F9XRK ON FLOOR Bfl.OW. RffER TO LARSE SCALE PLAN AP21 AND TO MTER PIP H& IOFETRIC 5:731 FOR P"% 60141E1710wl WATER NEATER i'6TH REGIWA"TM6 PI.W . REFER TO DETAL MI FOR TYPI PM* CO M51,110ft DROP 4' MY5TE LYE DOYN IN WALL REFER TO K66TE AND YEW WEER PA6RAM AA 3J FOR ROUTYK OF RIMS. OWWL DW~ SIHED Of DHATIE C. sxmma DATE ORI61N+d.'WRW, Ott. 23, 2012 ORI6N4t. ON K2 AT ft* SYSTEMS A550GATE5 M5 606T CENTM PIKAMI A 0* 0 &W At FNty TR 1355 EAST CENTER POCATELLO. IDAHO 83201 P-I CV hh PHONE: (206) 233 -050F FAX: (208) 233 -0529 DAA U aea0a7yeyatanacarn 4 rr 6 r,+JSr" P-6 P-7 4' VTR Pal r -- Rff;rR TO SHEET P12 r FOR C 2MM ATM LARGE SCALE TOILET ROOM - PLUMBING SCALE: 1/4' = 1'-0' "RD LEVEL - ROO 5 304, 4 310) Qm I C.O VIN7ATON.. P -2 ABOVE P3 ABOVE 1°-r V. P -7 ABOVE - 2 --oP -1 ABOVE In' -44'� rV. P-5 ABOVE rue' I i -In' P-5 ABOVE a------- -�-- ---- ---d•- �,- V-'t'------- ---- -ti ...... P- 1 A50VEi Pa ABOVE ..._ 2 4, p P-13 ABOVE ' ..... , In' i 2-t � I 2' V. L.:/4' HASTE OK 1 4' Pa ABm ///''''''2' V �+ T 3L 3 �` -P -3 �Pss� ,� P-5 290 :: P-71 . 3 P-4 A80vE Hn'r r 7 b 4 V I71L y. r V PA. ABOVE q�� i V2' WV v , P -T ; P-6 ABOVE . V P -2 I -Vr V 3n• � � 3• 4' Y_--- -_-_ r V- -- ----____ T- _ ?__ �. RE] TO SHEET PI2 .- 1' i 2• P-1 V , FOR CA nHMTON. V 42 243 —_ P-1 Vr 243 � �.�_ _� _ �2' t I � M t EXA 1 1 7 P-4 245 .. 24� ' MYER TO SHEET PI.2 \ /i FOR CONTi"TIM —v LARGE 5GALE TOILET ROOM - PLUMBING SCALE: 1/4' = 1'-0' (SECM LEVEL - ROOMS 240, 241, 242, 243 4 244) tN A- REFER TO WASTE AND VENT RISER DLA6RAM A/113J FOR COWLETE WA5TE AND VENT PIPE 5IZIN6 AND ROUTINE TO fIXTURES IN R)BLiC TOILET ROOMS, B- RED TO WATER PiPIN6 I5alETRC 51P5J FOR C 4UTE PIPE 51ZIN6 AND ROUTING OF WATER LINES TO FIXTWE5 IN RIHL IG TOILET RGOM5. C- ALL WATER AND VENT PPINS TO BE RUN ABOVE CEILING ON FLOOR IN WHICtI IT SERVES, PROVIDE SHUT -OFF VALVES IN PIPIN6 AS SHOWN. VALVES ARE TO 13E FLAQ D IN ACACE59BLE SPACES OR PROVIDE CEILIN5 A X:% Hf RE NO ACCESSIBLE SPACE 15 AVAILABLE. D- ALL WA5,E PIPING FROM FIXPJRES TO BE RIM BELOW FLOOR COORDINATE WASTE PIPING KTH VENT AND WATER PIPIN6 FROM FLOOR BELOW 3'�O'- 36' 5,51AAM ROOF DRAM -` F7 FLASPHS tNXR OVERPLON 5M5LE FLY ROOF I /- MEhBRNE 2' 11611 RI6TD MSE.tATK7!(-�. -\ WATER �e \� ROOF P"IN DETAIL NO SCALE We €12' POT WATER UNE LP AND CCH EGT TO PIPN6 A7 FiX14FE ON K00R ABOVE RIM TO L kw Y" 5"1 I'm Prl* CONEGTONS. RISE r OORD INAT ER UNE W M HALL ON WO NO L e&- OFF%T _FE M GEY..Mfi SPACE OF TZM L.PJk1 AND RI°.,E LP IN KkL ON rAw LEAL TO C6LIN6 SPADE: RffER TO LARGE SCALE Rm Cf2J AND TO HATER PIR% ISOWTIM a"J FOR Pant OF PIP%. DROP In' HOT hNTER LW DOW TIM K OOR AND COWY,TON TO F9XRK ON FLOOR Bfl.OW. RffER TO LARSE SCALE PLAN AP21 AND TO MTER PIP H& IOFETRIC 5:731 FOR P"% 60141E1710wl WATER NEATER i'6TH REGIWA"TM6 PI.W . REFER TO DETAL MI FOR TYPI PM* CO M51,110ft DROP 4' MY5TE LYE DOYN IN WALL REFER TO K66TE AND YEW WEER PA6RAM AA 3J FOR ROUTYK OF RIMS. OWWL DW~ SIHED Of DHATIE C. sxmma DATE ORI61N+d.'WRW, Ott. 23, 2012 ORI6N4t. ON K2 AT ft* SYSTEMS A550GATE5 M5 606T CENTM PIKAMI A 0* 0 &W At FNty y t 1355 EAST CENTER POCATELLO. IDAHO 83201 5762 CV hh PHONE: (206) 233 -050F FAX: (208) 233 -0529 DAA U aea0a7yeyatanacarn ESA JOY Amm 11096 f TE*i+rr1 :7T;I,T :a7: :31 MLKU Ocgim MY.1EU m3cN 73 S.0 SDO ow ,.Wm U. 1 3535 75 "-s- ST A CRK& ENIiAW04 TANNER SWTl aAMW k ASS✓K 233 Nate 1250 WW /251 Soft, Q- 8W14 (WI) 798 -0795 klEDWILk 01MOM10i EKWE71ED SYSTEMS ASSOC 1355 E k Cells PawtMa ?dano L32t7i aa? Zia -wor Cae pos; z.� -aszn E3EC7R7CAL OKKEPoNS aAxr¢ E:XR EieBY' W- 1823 E. a t� SL Pewtetw too. 33307 793 232 -U39 P�* 4208,232-,m z 4 A �- IL Z z N:t G } I WE CDI®IpiT DRAWN BY: xe N0: M Mm 424 DECKED BY: DATE 0 '.AC*4M'S MAY 2012 PERT DATL Ott Z5 D(2 QEI2Aimowi{i t �. P2.I OF 5 r= P -20 OVERFLOW DRAIN --� r P -I9 ROOF DRAIN p.— 44, DRYka VENT LP FROM BELOW H H WEAhBt GAP. SEE DETAIL F"J R R ROOF PLAN - 5GALE: I/8' = 1' -0' r hl �r • OR Lt I I CLEARANCE ' d. LUT AS : FOR PPM COWTION5. DIMENSION OF AIR alLET FOR WMDJAL LNITS BEFORE CON5TfWTW6 SA PLENIIM. LEVEL FLOOR PLAN - SHEET K.2 - FOR CONTINUATION OF MTKORK, r �•� r� s Ti' Lai ' GELW25 OF MIN LEVEL AND (ZWNEGT TO FAN COIL LWT5 016 SHOW � /C�J( ��...r.«« t♦ r:or:�z'CJ -_. 6ib� �• © • _•/ • e - ♦ •♦/ DROP ►. (- _ M22 FOR CONTIWATIM WALL FAN COL L"T AS 5PEGIFIED IN SHELLED RETIJRN AIR ♦ KMJFACV0Z_ REFER TO SHEET M2J FOR PF96 15 -.1 Loqw UT AIR OUTLET FOR INDIVIDUAL UNT BEFORE .. . 233 4.,th 1250 WW J201 fw� 296-8795 poopfEw- ra (2W 232-14M / t s ♦ �K a' �'' 0 C WON • I `U mom UM 126 �� • L I WRIS ' ° L iC C° T 11 Zl� 2 S g'. I 5'•O% L206A1 g't 21-4 j 3 PLAY 1 20? 1 mm 1 -�1 i} prom .1 ' 4th• .. Rif- EP 1 (D iC ® =21�, g'B i2 AS ..�- 2 tom. a AIk TK 2:1 L20 2A 5 k -_ - 4 o SA IMF I. w, M: i Et; O Ai ; ) ��A I .ht"XAF' 4 EXAM `lt A k L r.e _o " �7 SA PLAN NOTES: STATE OF IDAHO O INSTALL FAN COIL UNIT A5 5PEGPED ABOVE LAY -IN GEILIN6, KEEP AS HI&H A5 P055181E. PROVIDE 5A, g� Y `- AND RA R205 04' DEEP BY FILL HVTH AND TO INWAIAL DIFriMER5 OR RET N 6RK,LE. MAINTAIN MUI W 6LEARAIY,E AROUND LI IT A5 IWO EA 15;0- LL is #...�,; M22 1 M23 FOR PIPIH6 C.ONEOTIpb, FELD J.—:, VERIFY EXACT OIhB$ION OF AIR OUTLET FOR Qi INDIVIDUAL UMT5 BEiOIRE COWRIMI% 5A R91A 1. 233 North 1250 Wes! 120- O2 MOIMT KAU MT AT 10'-0' ABOVE LANDNS LEVEL. • REFER TO WET M22 FOR PIRN6 IN WALL OEM DNGINEERE, SYSTEMS ASStll LI IT. Fa- .,aleNO., �dana' 8320'. I�1 ►�11L' ELECYWJL DGtEERNG C,ONEGT TO ROOF MOIRNIED UNIT. (REFER TO ROOF 1823E St PLAN ON 9fET MIJ) IlTP DU.GTWORK AS TWHT TO ' ROOF DECK A5 P05518LE. l J DROP 30x10 OUt51DE AIR OXT DOWN IN CkME TO 5ECONV AND MAIN LEVEL C.EILINS 5PAC.E. REFER TO GONfiN1At10N OF oxT'WORK iE l J EXTEND 24x10 OVT54DE AIR DLCT TTRU WALL ABOVE 1;.31 �' _ [d:`Jt COIL UIT5 AS SH w t� .'s ti•:� O FOR CONTINUATION OF DUCTWORK, VENT ELEVATOR SHAFT PITH 24.24 VENT DUCT THRU 3 ROOF TO PENTHOUSE. WALL PENTHOUSE AS w 5PECtFED NTH ROOF G1RB AND MOTORM DAMS INTERLOCK DAFPER MTH B.J?VATOR. �g R15E 24x10 E 005T DUCT LIP IN CHASE TO THIRD LEVEL. RE 'ER TO T'HRD LEVEL FLOOR RAN FOR ol GONTINUATION. �9 O DROP 24x10 EXHAU5T DUCT DOMI IN CHASE TO 9 SCT m LEVEL. REFER TO SEGOFD LEVEL FLOOR PLAN FOR GONTI I)ATION. RENSION: t 110/23/12 1 Modified R. PI., / DATE COIMNT DRAIN BY: JOB NO: M ,®ISBN 424 CHECKED BY: OATS: D 51DMEE:5 MAY 2012 PEAT DATE: OGt 23, 2012 DRAWING NO. rte m1a+Riaw MI.2 OF It — s G;�l r�•m Is=E1 •� i , >t 431 LLA CM IN TILE LS �F •� � ml Al FE 1"s� • Ey' �i 'r 0 FED HAI L2_ EMT 8V wo, _� Ot fell [rst tF! (:�1��8��G1 fr"JI Frjt C _. r ■, �.w.�r+�l; C?�I OI s v irL7 j b.- P1 +.�.t� �t•� ;: �� I 255 AT =51 rl 244A I r =mil IG7 5ECONP LEVEL iI PLAN MECHANICAL o SA IMF I. w, M: i Et; O Ai ; ) ��A I .ht"XAF' 4 EXAM `lt A k L r.e _o " �7 SA PLAN NOTES: STATE OF IDAHO O INSTALL FAN COIL UNIT A5 5PEGPED ABOVE LAY -IN GEILIN6, KEEP AS HI&H A5 P055181E. PROVIDE 5A, g� Y `- AND RA R205 04' DEEP BY FILL HVTH AND TO INWAIAL DIFriMER5 OR RET N 6RK,LE. MAINTAIN MUI W 6LEARAIY,E AROUND LI IT A5 n� RECOt+tE M BY MANJFACTURER REFER TO SHEET CONSULTANTS: M22 1 M23 FOR PIPIH6 C.ONEOTIpb, FELD St" 800 West -04 VERIFY EXACT OIhB$ION OF AIR OUTLET FOR STRUCUM D IGREDIM TA IER SMr4 8MFUSS a ASSGC INDIVIDUAL UMT5 BEiOIRE COWRIMI% 5A R91A 1. 233 North 1250 Wes! 120- O2 MOIMT KAU MT AT 10'-0' ABOVE LANDNS LEVEL. 'SW 298 -6795 REFER TO WET M22 FOR PIRN6 IN WALL OEM DNGINEERE, SYSTEMS ASStll LI IT. Fa- .,aleNO., �dana' 8320'. O RI5E OLIT5I0E AIR OMT5 LP T}RU ROOF AND ELECYWJL DGtEERNG C,ONEGT TO ROOF MOIRNIED UNIT. (REFER TO ROOF 1823E St PLAN ON 9fET MIJ) IlTP DU.GTWORK AS TWHT TO ' ROOF DECK A5 P05518LE. l J DROP 30x10 OUt51DE AIR OXT DOWN IN CkME TO 5ECONV AND MAIN LEVEL C.EILINS 5PAC.E. REFER TO 5GAFD LEVEL FLOOR PLAN - THI5 54±7 - FOR GONfiN1At10N OF oxT'WORK iE l J EXTEND 24x10 OVT54DE AIR DLCT TTRU WALL ABOVE CELD 65 OF 5EGOND LEVEL AND CaWT TO FAN COIL UIT5 AS SH w 25 © DROP 14xiO OUTSIDE AIR PXT DOYN IN CHASE TO MAIN LEVEL 6EILIN6 SPACE. REFER TO SHEET MIJ O FOR CONTINUATION OF DUCTWORK, VENT ELEVATOR SHAFT PITH 24.24 VENT DUCT THRU 3 ROOF TO PENTHOUSE. WALL PENTHOUSE AS w 5PECtFED NTH ROOF G1RB AND MOTORM DAMS INTERLOCK DAFPER MTH B.J?VATOR. �g R15E 24x10 E 005T DUCT LIP IN CHASE TO THIRD LEVEL. RE 'ER TO T'HRD LEVEL FLOOR RAN FOR ol GONTINUATION. �9 O DROP 24x10 EXHAU5T DUCT DOMI IN CHASE TO 9 SCT m LEVEL. REFER TO SEGOFD LEVEL FLOOR PLAN FOR GONTI I)ATION. 006INAL PRAV" 51E0ED BY: OHAYIE G. yAYEBICS DATE ORKMAL 5I6tED: Oct. 23, 2012 ORI61NAL GN ICE AT BErNOW SYS7 5.5 A550GATE5 13!5 FAST COMB POGITMLO, VAHO M" O ET �55 \OMAL fpc /hf�� At■dMm 1355 EAST TENTER THIRD LEVEL FLOOR PLAN - MECHANICAL 5�s2 ( OCATELL PHONE: (2088) ) 233-0501 01 5GALE: 118' = 1' -0' �ttiF� I FAX: (208) 233 -0529 Com f C. S EMAIL: eso0wgayatem.c 1� STATE OF IDAHO g� Y `- s� n� CONSULTANTS: W-0 DE" MfUEU DE51GN 15 St" 800 West -04 495_. '52 -45" STRUCUM D IGREDIM TA IER SMr4 8MFUSS a ASSGC Stro t 6 E,gP_ 233 North 1250 Wes! 120- a. t tu, UW 94014 'SW 298 -6795 MECHANIC& DONEEMW DNGINEERE, SYSTEMS ASStll 13-15 Eas Fa- .,aleNO., �dana' 8320'. i 233 -OW ELECYWJL DGtEERNG FAYK EN EKING INt. 1823E St Fac tW :ddr 8320'. 208' 2!.-"39 20e 32 -;435 z v O � d w Z RENSION: t 110/23/12 1 Modified R. PI., / DATE COIMNT DRAIN BY: JOB NO: M ,®ISBN 424 CHECKED BY: OATS: D 51DMEE:5 MAY 2012 PEAT DATE: OGt 23, 2012 DRAWING NO. rte m1a+Riaw MI.2 OF It PIPET NAJOCED NTH' N THE DU6RAM5 MIST BE OORE'GTED U51116 TFE REXrA%.YXNT. PFWS LPATATM DIFFER FROM VRV -111 -5 TO VRV -II! (PX5ERJE5) 50 ALWAY5 UIE(K NTH THE DATA BCOK5 TO YSYRY ALLOaAE.E PFM L1540% PPE SIZI* ROW RtA..E5, AND ADWOIAL GALOJLAT015. W 5UP14ARf: LkYW- 4115IRNT5 NIDH LF TO 442 FEET A6TJAL,164 FEET (130 FEET) VERTV.AL 130 FROM IST REFIET MD 1000 FEET T07AL 2) \W -ill (P- SEt115) tISF ALLOH (F TO 540 FEET ALTUN-164 FEET D-5 FEET) VERTiGAL, 245 FEET FROM IF RFW I AND 3260 FEET TOTAL. X nS ai Q x X ' 3l8` x S�8' x I1P Kti815A22T 318' x 5J8' x V2' 1 BSV603UY Il i V4' L t VT S' 11221 FXtKt18PV,U V4' L t 1/2' 5 • FXOQI2MV.0 318' L t 5/8' 5 V4' L t 1/2' 5 7 K. 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I'S JOB NO: 132 � o 32 �r { *00 BY: OATS: D SAW43 6 MAY 20(2 PLOT DATE: Oat 25,20f2 DRAWING NO, ENE nom-*Zw" M2.1 OF i 34 V4' L It 11Y 5' - ® FXI'G w"u - V4' L s 1/2'51 EXAM iJy EXAM Ey''' S EXAM - 50 A5 B2 U4' L t In' 5 • Q At 9 Q 81 �G C2 Et FXMOIBPV.0 REFERI6ERANT PIPING DIAGRAM MAIN LEVEL 9GA1E: V8' = V-C' 5eA.LE 115' = RSTALL FAN COI. UNIT ABOVE ACZE55BLE [£LING. K EP AS M6H AS P0551BLE AMP MAINTAR4 l; C-1— —OA tL 1a GIiGGIG� M MANFACTLl10Z COORDI8ITE PIPIWr RLNS NTH 9FPLT AW RIFT q GT)GT5. PRE 517E5 AND 0,0149 4)R/ TLON A5 PER MAH.FAGTU75t Rff'B2 TO PPW6 DIAGRAM ON TH5 SHEET AND TO PP% PETALS ON 541T M31 FOR TYPIGAL C RECTLONS TO FAN COILS MV BRANCH SEitLTOR BD45. MaW KAU tHT AT IO'-CA ABOVE LANDING LEVEL. RtSE RP#6IF N KALL TO ABOVE OEIL(M55 AND CZ*Er,T TO BRANCH SH.ECTOR BOX AS S4MK PRE SIZF5 MD C.OW%URATKXN AS PER MAN FA4ngm 'REFER TO P"r. Dw*m GN TNS SHEET AD TO PFw DETAL5 ON StiEFT M31 FOR TYROM_ COIWTKXt"i TO FAN COU MD BRAWA SELECTOR 807€15. W5TALL BRACH 5Ei.ECTOR BOX ABOVE ACCE CE6.N6. KEEP A5 HW# A5 P055LB1.£ AND MAINTAIN CLEARANCE ARaW UNIT AS 905615TE D BY MANFAr,MJ1 Z COORIXNATE P(PN6 RAE NTH RM'r AND RETURN MT5 N CEU* 5PACE PPE 517 AD 40446;RATION A5 MAXPA'nJIRM RE$R TO PIFW6 DIAGRAM ON THI5 9$T MD TO PTP(N6 DETAILS ON SHEET M31 fOR TYPIGA. OOMEGT06 TO FAN 0075 AND BRAX.N 5E.iLTOR BOXES. R15E REfR)6SW LitE5 UP TifiV KALL ABOVE AND TIRO ROOF TO ROOF TOP MQNTED FEAT Fr-- 32Y MT, RED TO SHEET M2 t 12 FOR CONE. OF LIC5 AND TO ROOF FLAN ON SHEET M3 FOR LOC+ATM OF ROOF TOP ft "M. PPE 51215 AND COWi6tPATION A5 PER K*WAGTURBL REHR TO PFIN6 DIAGRAM ON T14I5 SHEET AD TO PIM% DETAL5 ON SICET N81 FOR TYPICAL CCMECT075 TO FAN COIL5 ANJ BRAKAI 5EKTOR BOXES, RLN 314' C 41)BB5A1'E DRAT! LIE FROM KALL MOIAM XT THRU PALL TO NEARE5T FtXiLRE DROP 3/4' DRAM LWE DOW N KALL TO 85lJH CA&WT AND C%W:(,T TO SW SIDE OF FIX11A2E5 P -TRAP NTH PK%hk9{R TYPE CGNWLTM DROP t-V4' CO V96ATE DRAM L.IE D" N WALL TO BEILOH COUYIEi. COMECT TO SW SIDE OF FIXi1ARE'S P -TRAP WIT14 SAMTARY FtTWb OW6 WL DRAKN5 G&W By DWAYNE C. solo 5 DATE ORI6NA15WM Oct. 25,2= ORIYTINAL ON MI AT 5 SYST" A',60GATf5 MZ EAST CEIMP, FOGAT51O, IDAi4O W201 :S 44`�Si1NAl f k�f9 :: IN% EAST CENTER POCATELLO, IDAHO 63201 5762 pf' S;}IT C PHOW- (206) 233 -osDt ew EMAIL fen9s ystans.can ESA JW rAGIR 11096 Fa T A IN:FARLANO M -2561 STATE OF IDAHO f� s� 8 CONSA.TANTS: an DE" MUE:1 r N n S-th aoe sat tog- ur �sss) as2 -as•s smucnxw DtON�PoItG :ANNEk SWT� BARTi65 k ASW Sr.a..� Eat... 235 Ne 1250 xai R2O! 9—b", roar, U01. (ea) 7oe -e»5 IOXA PCk OIdIMPIK EuGHIAMIED SYSTEMS ASSOC, E. e—w vass «aa wdw {ua 233--ow, sn -es -ow�, » PAYK CAL &' NE1MN: Er+cw¢Eaw' wc. .$23 E SS. '823 Cb. '' ➢a= 0lcid. 0 8°20. a ice; 232 -4439 Fax ;2081 232 -3135 r D 4 � lu lu RLV UN: i 11017IA2 I Wdf*d F'aa Puns # DAIE 10MOT DRAYM BY_ JOB NO: M ,)EN5EN 424 { *00 BY: OATS: D SAW43 6 MAY 20(2 PLOT DATE: Oat 25,20f2 DRAWING NO, ENE nom-*Zw" M2.1 OF i - ---------- -I Ij V2 'A 14. 1 5 1/2 1-4/b'4/4' I 8H I I SRI* x I-w x 1-1/15' 5V x I-M'x 1-1/6) x x A I Nili�/ ---------- PIPES MARKED PITH' IN M IXA6RMl5 MIST If CONWYTEV N% THE BE=M ,JOINT. pp% UWATION5 DPFM FROM VW-111-5 TO VRV-40 (P-SERIES) 50 ALWAYS OfLK NTH THE ENMNEERIN& DATA 8001(5 TO ADDITIONAL IN 91,1144ARY, INRV-01-5 UNITS NiOH W TO 492 FEET ACTUAL, W4 FEET (60 FEET) VERTICAL 00 FROM 15T Ruw AND voo FEET TOTAL. zvw-Aij(P-smFs)imT5 ALLOW LP TO 540 FEET ACMAI- *4 FEET (215 FEET) VER`I M, 2e FEET FROM t5T BERET NO 3280 FEET TCTX- t/4' L 4 112' 5 • 0 L 1-1/4' 1/4' L 4 1/2' 5 FXMGJWVJU 114'L 4 V2'5' F)04GWVJU 3/5* L 4 5/8'5 1/4' L 4 V2' 5 F)MDPVJ) 14 KHRP26A,22T 124qA I 2Z,N� 1250 Wt V4' L 4 t/2' 5 9 tif, UtM W14 i/4' L 4 1/2' 5 F*02PVJ) 1/4' L 4 1/2' 5 FXMGMFVJU 1/4' L t (/2'S • F)a422PVJ) 114' L A U2. 5 F>142WVJ) 1/4' L t 1/2' 5 F)0428PVV i/4'L 4 112'S F)04GJWVJJ !2W 232-39 F)m2pvj) 318' L 4 5M'5 rib F)a4G4WVJJ 3/5' L A 58' 5 1/4' L 4 V2' 5 F)e4G24PVV 1/4' L 4 I/2'S 1/4'L t 1/2'S FXDOI2MV® F)*4018PVIJ 1/4* L t Lrr 5 V4'L 4 tQS ft-FERI&ERANT PIPING DIAGRAM SECOND LEVEL SCALE: 118' = 1'-0' Q� A6 T, - , I] - t I � ii i I 1=4 _Tp ATTIG =21A�-1 PR� EXAM F 2 4 216 218 OFFICE 114 L 1=0 ZfQ7-7 206A f'j.Aj -5IAIF 1 jj -26', (D SC O n A EXAM rul(p 01 � 241 4 4 ,_242 O (D 0 L 1-1/4' 0 ATTIC F2 5-5—A �2 ULTRA 24 _ ATTIC '—I I 1435) 752-45AA ICIA 124qA I 2Z,N� 1250 Wt CHAW;,iW- 9 tif, UtM W14 1801 ) 298-8795 WCNM4CAL DIGNIM01144 ENGINEERED SYSTEMS ASSOC 1355 E., Cent. L2:22 oc CO2 OD EI -AYNE ENGINEERMO 1823 F CwA. St ,., ldM 83201 !2W 232-39 Pa, !208} 232-:435 � 241 4 4 ,_242 O (D ww'010 WALL FM COL MT ABOVE ACLIESSIBILE t2U' AS N16HA6 POSSIBLE AND MAINTAIN CLEARANCE AROM M AS 566ESTIEP BY KANWACnIR6Z COORDINATE PIPM RUNS " PIPM OVERM ON THIS SHEET AND TO PIPING DETAILS ON SHEET M61 FOR rMC& COINECTION15 TO FAN 6011.5 AND BRANCH SELECTOR BOXES. MOtJNT WALL LINIT WAR CELIN6 R15E PIPM LIP IN KAU To ABOVE CEIL1455 AND COWT TO COLD X** LMT ON ROOF. PIPE WE5 MV (,OW6URATION AS PER MANUFACTURER F452ER TO PIPM DWAM ON THIS 91EET AND TO PIPM DETAILS ON SHEET M31 FOR TMICAIL COINECTION5 TO FAN (01.5 AM BRAW44 SELECTOR 5O)e5. INSTALL MAWH SELECTOR BOX ABOVE A"aWLE CEILINf.. KEEP M 46+4 AS P055HE NO KAJNTAJN CLEARANCE AROUND UNIT AS R66E5TED BY MANIFACTLINER. COORIXeATE PIPM RIM HITH 9JIPLY AM RETURN DZT5 IN GELM SPACE PIPE 51ZE5 AND 6ONFWAIRATION AS MARFACII)RER REFER TO PIPIN6 OL66RW ON THIS SHEET AM TO PPM DETAILS ON SHEET t-e.l FOR TYPV,& COWT06 TO FAN GOL5 AND BRANCH SELECTOR 5O)T5. RISE RfM6ERANT UNE5 LF THaj HALL ON R.OM ABOVE AM THft ROOF TO ROOF TOP MOLINTED CONDENSM UHT. RfffR TO SHEET H2 FOR CONTIMATION OF LINES AND TO ROOF PLAN ON 94EET MJ FOR LOCATION OF ROOF TOP LIMIT. PIPE SIZES AM COW16URATION AS PER FAN CM MANUFACTURER Z5) RISE RM16MW U*5 IF THAI KALI ABOVE AND THM ROOF TO ROOF TOP MMTED CON DEN UNIT. WER TO SHEET M23 FOR CONTI"TION OF LINES AND TO ROOF " ON SHEET MJ FOR LOCATION OF ROOF TOP MT5 PIPE SIZES AND GOW16WATION AS PER KANIfACTJlRIR FU13Z TO PIPM M%RM ON THIS SHEET AND TO RP66 DETAILS ON SHEET tel FOR TYPICAL CONNErTI0N5 TO FAN GOILS AM BRANCH SELECTOR EC)ESL 60 REIR16EIRAM LINES DOWN I" ROOF MCI TIED HEAT FTn(,OYBZf MM OFFSET PIPM AS REGI)IRED AM DROP DOWN TFft HALL TO t-M LEVEL. TO %M MUJ FOR CONTO"TION OF PIPIN& AND TO ROOF " ON SHEET MJ FOR LOCATION OF ROOF TO- 0415 P"-ff %M AW GON146LMAMN AS FM M&4,F,Q,nMR REFER TO MW DA6RM ON THIS SHEET AND TO P"% MTMI-5 ON 5NEET 191 FOR TYPICAL (XNNBrTION5 TO FAN COILS AND BRAWN '..RECTOR BOXES. 10 REFIRKMANT LINE5 DOHN FROM ROOF WOMTED WNCIEWAN6 LINT. W-5ET MM AS REWIRED NO DROP DOHN THRJ WALL TO MAIN LEVE- FUM TO SHEET I'M FOR WNTIM)ATION OF PIPI%6 AND TO ROOF PLAN ON SHEET 14.1 FOR LOCATION OF ROOF TOP LINITS. PIPE SIZES AND COF44PATION 16 PER MAKFACTUaR REFER TO FIF946 DLA6RA. ON THIS SHEET AND TO PIPM DETAILS ON SHEET M31 FOR TYPI . WWT06 TO PAN CAX5 AND EIRWH SELECTOR 50)(E5. 3/4' COMPENSATE DRAIN LINE DOM IN PWLL FROM HALL MCIMTEP LINIT ABOVE FM IN CELIN6 SPACE TO WAIST FIXTI)RE. DROP 3/4* DRAIN LIE DOW It IN WALL TO BELCH CABINET AND (AWEU TO SW SIVE OF FIXTLIRE5 P-TRAP NTH O&KAMER TYPE COWTION. O DROP 1-1/4. WNDENSATE DRAIN LINE DOHN IN HAU To BaCH CZLINTER, C4>WT TO SIW SIDE OF f9XTIME'S P-TRAP PITH SAMTARr FnTM. RUN 3/4' CONDENSATE DRAM LINE FROM HALL MOLINTED LNT TIM HALL TO NEAREST FI)X7IJIRE- DROP 3/4' DRAIN LINE DOM IN KAU TO EE OW CABINET AND C40WELT TO SINK SM OF FIXIlMS P-TRAP HM 01511HA5ilER TYPE WNNECTIOK, 1?46 c ORJ61M DRAMS SOW M DMYNE 6 SAVIEEK5 DATE ORMIAL 56IM Oct. 23, 2012 OR16W ON FILE AT 96INEERED SYST&B ASWCAATE5 M5 EAST COM POCATELLO IDAHO MW ORAL Amod" 1355 EAST CENTER 5762 POCATELLO, IDAHO 9=1 MOIL- (208) 233 -0501 FAX (208) 233-0529 SUS EMAIL asolllwmjsywt m& m ESA im mmm 11096 A wICFAMAW AR-2561 CMSMTANTS- I-1/4.1 L;-4/4- L 1-1/4' ATTIC F2 5-5—A k TR =252 ULTRA 24 _ ATTIC '—I I 1435) 752-45AA SIRIMUM ENGICERM TANNER SMITH BARFUSS & ASSOC 124qA I 2Z,N� 1250 Wt CHAW;,iW- 9 tif, UtM W14 1801 ) 298-8795 WCNM4CAL DIGNIM01144 ENGINEERED SYSTEMS ASSOC 1355 E., Cent. A03 08 OB, oc CO2 OD EI -AYNE ENGINEERMO ww'010 WALL FM COL MT ABOVE ACLIESSIBILE t2U' AS N16HA6 POSSIBLE AND MAINTAIN CLEARANCE AROM M AS 566ESTIEP BY KANWACnIR6Z COORDINATE PIPM RUNS " PIPM OVERM ON THIS SHEET AND TO PIPING DETAILS ON SHEET M61 FOR rMC& COINECTION15 TO FAN 6011.5 AND BRANCH SELECTOR BOXES. MOtJNT WALL LINIT WAR CELIN6 R15E PIPM LIP IN KAU To ABOVE CEIL1455 AND COWT TO COLD X** LMT ON ROOF. PIPE WE5 MV (,OW6URATION AS PER MANUFACTURER F452ER TO PIPM DWAM ON THIS 91EET AND TO PIPM DETAILS ON SHEET M31 FOR TMICAIL COINECTION5 TO FAN (01.5 AM BRAW44 SELECTOR 5O)e5. INSTALL MAWH SELECTOR BOX ABOVE A"aWLE CEILINf.. KEEP M 46+4 AS P055HE NO KAJNTAJN CLEARANCE AROUND UNIT AS R66E5TED BY MANIFACTLINER. COORIXeATE PIPM RIM HITH 9JIPLY AM RETURN DZT5 IN GELM SPACE PIPE 51ZE5 AND 6ONFWAIRATION AS MARFACII)RER REFER TO PIPIN6 OL66RW ON THIS SHEET AM TO PPM DETAILS ON SHEET t-e.l FOR TYPV,& COWT06 TO FAN GOL5 AND BRANCH SELECTOR 5O)T5. RISE RfM6ERANT UNE5 LF THaj HALL ON R.OM ABOVE AM THft ROOF TO ROOF TOP MOLINTED CONDENSM UHT. RfffR TO SHEET H2 FOR CONTIMATION OF LINES AND TO ROOF PLAN ON 94EET MJ FOR LOCATION OF ROOF TOP LIMIT. PIPE SIZES AM COW16URATION AS PER FAN CM MANUFACTURER Z5) RISE RM16MW U*5 IF THAI KALI ABOVE AND THM ROOF TO ROOF TOP MMTED CON DEN UNIT. WER TO SHEET M23 FOR CONTI"TION OF LINES AND TO ROOF " ON SHEET MJ FOR LOCATION OF ROOF TOP MT5 PIPE SIZES AND GOW16WATION AS PER KANIfACTJlRIR FU13Z TO PIPM M%RM ON THIS SHEET AND TO RP66 DETAILS ON SHEET tel FOR TYPICAL CONNErTI0N5 TO FAN GOILS AM BRANCH SELECTOR EC)ESL 60 REIR16EIRAM LINES DOWN I" ROOF MCI TIED HEAT FTn(,OYBZf MM OFFSET PIPM AS REGI)IRED AM DROP DOWN TFft HALL TO t-M LEVEL. TO %M MUJ FOR CONTO"TION OF PIPIN& AND TO ROOF " ON SHEET MJ FOR LOCATION OF ROOF TO- 0415 P"-ff %M AW GON146LMAMN AS FM M&4,F,Q,nMR REFER TO MW DA6RM ON THIS SHEET AND TO P"% MTMI-5 ON 5NEET 191 FOR TYPICAL (XNNBrTION5 TO FAN COILS AND BRAWN '..RECTOR BOXES. 10 REFIRKMANT LINE5 DOHN FROM ROOF WOMTED WNCIEWAN6 LINT. W-5ET MM AS REWIRED NO DROP DOHN THRJ WALL TO MAIN LEVE- FUM TO SHEET I'M FOR WNTIM)ATION OF PIPI%6 AND TO ROOF PLAN ON SHEET 14.1 FOR LOCATION OF ROOF TOP LINITS. PIPE SIZES AND COF44PATION 16 PER MAKFACTUaR REFER TO FIF946 DLA6RA. ON THIS SHEET AND TO PIPM DETAILS ON SHEET M31 FOR TYPI . WWT06 TO PAN CAX5 AND EIRWH SELECTOR 50)(E5. 3/4' COMPENSATE DRAIN LINE DOM IN PWLL FROM HALL MCIMTEP LINIT ABOVE FM IN CELIN6 SPACE TO WAIST FIXTI)RE. DROP 3/4* DRAIN LIE DOW It IN WALL TO BELCH CABINET AND (AWEU TO SW SIVE OF FIXTLIRE5 P-TRAP NTH O&KAMER TYPE COWTION. O DROP 1-1/4. WNDENSATE DRAIN LINE DOHN IN HAU To BaCH CZLINTER, C4>WT TO SIW SIDE OF f9XTIME'S P-TRAP PITH SAMTARr FnTM. RUN 3/4' CONDENSATE DRAM LINE FROM HALL MOLINTED LNT TIM HALL TO NEAREST FI)X7IJIRE- DROP 3/4' DRAIN LINE DOM IN KAU TO EE OW CABINET AND C40WELT TO SINK SM OF FIXIlMS P-TRAP HM 01511HA5ilER TYPE WNNECTIOK, 1?46 c ORJ61M DRAMS SOW M DMYNE 6 SAVIEEK5 DATE ORMIAL 56IM Oct. 23, 2012 OR16W ON FILE AT 96INEERED SYST&B ASWCAATE5 M5 EAST COM POCATELLO IDAHO MW ORAL Amod" 1355 EAST CENTER 5762 POCATELLO, IDAHO 9=1 MOIL- (208) 233 -0501 FAX (208) 233-0529 SUS EMAIL asolllwmjsywt m& m ESA im mmm 11096 A wICFAMAW AR-2561 CMSMTANTS- = m 5S tl wo W..t ,"m, UT 1435) 752-45AA SIRIMUM ENGICERM TANNER SMITH BARFUSS & ASSOC strLwtwd N ,— 2Z,N� 1250 Wt f2U1 9 tif, UtM W14 1801 ) 298-8795 WCNM4CAL DIGNIM01144 ENGINEERED SYSTEMS ASSOC 1355 E., Cent. Idh. 83201 213 -M01 m (CMS ELECT" -AYNE ENGINEERMO 1823 F CwA. St ,., ldM 83201 !2W 232-39 Pa, !208} 232-:435 rN DI IL 11 st, DRAWING NO. fm lm-navy M2.2 OF I —I RS'VCIIS XW, PP* UMTATIONS DIFfM FROM VW -111 -5 TO VRY -II! 3 tF -SBMS) 50 ALKAYS G£CK NTH THE e6ofB 46 DATA BOOKS TO \JRi NIVAABLE PFft Lf*T% PIPE Sin* RffW Po,t.L-, . AM ADOiTfOIW. GALCtIE.ATIL16. IN tiIRMAKY I)SW- III -S MT5 ALIGN iP _ TO 442 FffT ACTWL, W4 FffT (130 FEET) VBZi4GA1 eO FROM 15T ( RB40 AND 1000 FEET TOTAL 21 ~R 11 (P -SMEW lJM NI-CH W r TO 540 FEET ACTUAL, 164 I$T (245 FffT) 'Yt)MN., 295 FEET FROM ST ' RERET AIV 3280 FEET TOTAL. V2" W4l 3/BS(V8'xi f V2kA -V8'k W Rpwg-w I _ 5t8' x 1-U8' x HM* x!—O' x H/8' 3(4'x h318` x hV8' i A A Y x k. X N X X 3!8' x 518' x V2' 3f6'x",xIn, i� f):e 318'L4518"5 JW L4 V2.5 A22T i t ua` L t In• s 1 I 1 FXF(I16PV.L 1 i u4'LtlrrS• E E � fXt4CN8Plt! E i VK'Ltlfl'S• i ' ZM FXMOi8PV11 i i i ""rYb✓ E 318' L d 518' S V4' L t !n' S KtRP26A22T � FAi%8pvx i i °- ---�----' V4' l t 1/2' S fXOGI24V,if ZFEN lUu 85VbG36PV,U i { i E "'r9bt� i i i i i ti j i i t E i i E i i i i i t E i E i E E i E i E i E i t L t 5i8' S FXhK148P•f,U B5YCi60PVJi V4'L! V2'S' FXMOIBPV.0 Bwww --,x V4'LIW'5 • STATE OF IDAHO t~ 3 _ CGNStA.TANa mm aE9Uf 75 75 8a6 'Nest L6;al ^ U7 5 EM A st S1aiH BARFi:SS h A59JG -h d fn9a+ms 233 N 333 NoM t2:9 'Kest I20' 9oentiix, Ut X 8404 t�ti'P 24M -874B ,..,.. .v.,, pow-SK 'r eH TP smmms AS= a emt RaW.din, 832fS? Ed o d. 23 '2a al aJ 1 -C36t (M - -a••• EI.ECttCN D#PW C . A'YW ice air. �s11 =8."3 E caet T P— to .a . a33,1, { `, i_- -N39 f Fpk >"NM = -IC6 f 9 tt1 O u CF9 V4'L t U75' - - -.... ,f. =?`5 F 6 R£N90N• I f)Ci0I8PVJ1 3t4' CD _ M / I OAT I CMOT DRAW BY: JOB Na � M M16M In WALL CHECKED BY. e [ ;_ _ .... MAY 2012 � €JR i�FICE „. ae- now -tttu t V4" L ! VY 5 of 't IL V4. SA V4' L t V7 5 M.OPMa FXMGkBFV.D =115 t✓ i € 34 iW L t V2' 5 • sc EXAM 6 EXAM V4' L t V2` 5 . FJPXitBPUJ) $D ... 6 SE - C NT H9 `C _ 5 '— _� — $D 5E 6 AS 82 V4•Ltln'S• A At A3 0 Bt C� C2 O E Et FW4p18PV.A) REI"ER16ERANT PIPING DIAGRAM MAIN LEVEL SCALE: 1V = I, -0. NSTALL FAN COI.. MT ABOVE ACCZ56W C.€LM& Kep AS W* AS PO-%w AIV MAIRAM C� ARoM UKT AS 5 66BTM BY usu tarn® - vo.ic. -- SUPPLY AND fIURN WCTS. PIPE 5125 AMP CO FWARAT10N AS RR MANFACURM FUTR TO PF% DIMRPNt ON TIES SHEET AND TO "% DETAILS ON %eT t9J RR TYPIG4.. C.OWTM TO FAN COILS AND BRANCH SBKTOR BOXES MAW WALL L"T AT V-O' A90VE LMON15 LLi48_ RISE PIPNS UP IN KALL TO ABOVE CBLNI65 AV D04rf'T TO ERkw.4 SeILTOR BOX AS Sow PFF SIMS AND CO 40RATM AS PM H+NLPACTUi2 REFER TO Ppw M%RAN ON T145 9CET AND TO PM 6 GETA25 ON WET M3J FOR TYPICAL COWT06 TO FAN COLS AND BRA%H SB.ELTOR DOXE5. WALL BRA"$ELECTOR BOX ABONe ACC .E CELM16i KEEP AS H# N AS Pp55TB.E AND MANRAIN CLEARAI CE APaM LUT AS 5Jb6e5TED BY MANFACTUQM COORDINATE P91M6 foe "Ili SUPPLY AND RETM MTS NI CEL446 SPACE MM SIM AND C. WWRATiOi AS MANFACURR REFER TO RPNK D!A%RAH ON THIS 5I$7 AM TO PF% OETAfS ON 5IEET }9J FOR TTF{CM. COW1,T045 TO FAN Wt15 AND BRArH MILTOR 807E5, RISE REFRL6BIANT U45 LP PM WALL ABOVE MV TffiU ROOF TO ROOF TOP M UMP NEAT RELOVB2Y L"T. REFER TO 5FE M2 t NW FOR WK, OF LNfv AND TO ROOF PLAN ON SNffT MJ FOR LOCATION OF ROOF TOP UIM PIPE %MS AND COI'FISIRATM AS PER MANFACnRR REFBL TO P4Ff* DIA6RAM ON NS 9EET MV TO PIP HS DETAILS ON SHffT F9J FOR TYPCAL CONECTIOHS TO FAN C01.5,40 BRANCH 58.5CTOR fte5. MM 3/4` WMPBtATE DRAKE UtE FRDM WALE MJIAdWED Mr TIM WAIL TO WAREST FbMff- DROP 3/4' DRAW LIE DOWN IN WALL TO MAPI CASKET AND CGFPELT TO SW SIDE OF FIXT IM'S F ^TRAP "DI46i454R TYPE COIG.TIOK CROP H W C.O DMATE DRAIN LNE DON IN WALL TO MOM CLYMTH2. C WT TO Sw SIDE OF FOMMS P-TRW YM SAWARY F"T% 0(2W K DRhYM6'99W BC: DIIAYW G 9X"03 DATE 0 WOL 54 AM OcL 23, "2 OR*WAL ON ME AT N f� 6MT95 ASSOQATM B EAST OWMR.FOCATELLA, IDAWOW 1�5 S'00%k 4� 1355 EAST CENTER 5 t n 62 POCATELLO, OMO 83241 PHONE: (26&) 233 -0501 `s 4 FA& (208) 233 -0324 oMI: S MA JM MAMM 11096 STATE OF IDAHO t~ G � K Ri CGNStA.TANa mm aE9Uf 75 75 8a6 'Nest L6;al ^ U7 5 EM A st S1aiH BARFi:SS h A59JG -h d fn9a+ms 233 N 333 NoM t2:9 'Kest I20' 9oentiix, Ut X 8404 t�ti'P 24M -874B ,..,.. .v.,, pow-SK 'r eH TP smmms AS= a emt RaW.din, 832fS? Ed o d. 23 '2a al aJ 1 -C36t (M - -a••• EI.ECttCN D#PW C . A'YW ice air. �s11 =8."3 E caet T P— to .a . a33,1, { `, i_- -N39 f Fpk >"NM = -IC6 f 9 tt1 O u J IL IL Rl F R£N90N• I JM 2 1 Madfed Flaw Plms / I OAT I CMOT DRAW BY: JOB Na � M M16M 424 CHECKED BY. DATE, D aJ1DIlff's MAY 2012 PLOT DAM Cot 23, 2012 DRAWING NO. ae- now -tttu t M2.1 of 't 4w-�A 385 78 x3/4' BNFP26PI36U 5/15' x HJW x 1-1/15' AA 5/8'x 1 -1/5' x 1 -1, 314' x 1-38' x 1 -1/0' �3 LL V21xi- 11151414' M� 1 :o m 1� 111E PIPES MAFJ'Eo NTH ` IN TIE DIA6RA M5 46T BE CONNECTED U5NN6 THE RECIXIN6 JOINT. PIPING UMITATIOt5 DIFFER FROM VRV -111 -5 TO VRV -ill (P-SERIE5) 50 ALWAYS (NECK NTH THE EN&INEE10 6 DATA BOOKS TO ADDITIONAL GAI.LLAATION 5. IN 9144ARY: INN -I11-5 UNITS ALLOW LF TO 442 FEET ACTUAL, W4 FEET (130 FEET) VERTICAL, 00 FRDM 15T REF ET AND 1000 FEET TOTAL 2) VRV-IIi (P- SEFZIE5) L"T5 ALLOW UP TO 540 FEET ACNA., 164 FEET (245 FEET) YERTv -k- 215 FEET Mom 6T REPET AND 3200 FEET TOTAL REPERI6ERANT PIPING D I A6RAM SECOND LEVEL SCALE: 1 /5' = I' -0' A6 --- T Tl 1/4' L 4 1/2'5 ` FXMQIBPV.V 114'L ! 112' S' FXi49I0PVJ1 �Ilf �r CAC\ 38' L t 5/6'5 i L d 111 ' S F)m8PVJ) KfE�26A 22T 0 "EYH t FXDG04V V V4' L 4 1/2' 5 FXMQI2PV U I /4' L t 111' S I F)142WVJJ 1/4'L E U2' 5' FXMCM2PVJJ I/4' L t 1/2' S FM4QIBPV -U I /4' L t 112' S' '�ZDI V4'Lt 1/75• FXMQI0PVJ1 js FXH22P/J) 38' L t 5r15' S 9q ) 3 38' L t 5/0' 5 F u4L4 441•51 FXMQ24PVJJ Ira' L 4 In• s • FXDt;TN2MJJ1 1/4' L 4 112' 5' \�/ FXDQI2MY® 1/4'L t 1/7! + f 114' L 4 1/2'5 + FXDQJ2MVJJ —, FXHQIBPV. V REPERI6ERANT PIPING D I A6RAM SECOND LEVEL SCALE: 1 /5' = I' -0' A6 --- 0, _ 48 _ 1 -1/4- 6 I I 5? 2 A PLAY 239_, 9 r2C�4 .- T R 2:35 i <CJS 234 t I '0 R =� W ADMIN T 'L 23 vY+ITI"K 101 ef" O } sN' SA �- LAD 262 d6L. t- 114'+ E M:! / EXAM `264 )(AM 1 -1/4 T Tl 1 , 221 i O 1 1 1 2la_j_ 0 "EYH t i T •p MM DESIGN well DESIGN 5 S-M SOO w.et A� � i -1 • _ > 'a35) 752 -4544 1 -114' L� <22 J 233 N. l 1250 R..t 4201 U L - ry 1 114' 9 js IL P—to., IddN, 83201 9q ) 3 226 �O T PRflGEIXtRE �` ,.. vury i0 N1 ,21f. l 224 LEI EXAM vorr_,FrX -Rc L RIFE 2.0 P tM , 16 03201 0, _ 48 _ 1 -1/4- 6 I I 5? 2 A PLAY 239_, 9 r2C�4 .- T R 2:35 i <CJS 234 t I '0 R =� W ADMIN T 'L 23 vY+ITI"K 101 ef" O } sN' SA �- LAD 262 d6L. t- 114'+ E M:! / EXAM `264 )(AM 1 -1/4 EXAM O 1 , 221 i O 1 1 4-All .. — 0 "EYH t CONSLNTANTS MM DESIGN well DESIGN 5 S-M SOO w.et ;215 1 'a35) 752 -4544 1 -114' L� <22 J 233 N. l 1250 R..t 4201 U L - ry 1 114' 9 js OAK RM€V P—to., IddN, 83201 9q ) 3 226 �O T i 823 E. Cat St. 6 � � L'XjBY _ / 4 l.J O __ 4A 240 X41 1 444' 4 I-V4 1_2.43 242 i EXAM - � I' T R ! 245 ` --11.22469111 244 - /,o1 3. PLAN NOTES: O N5TALL FAN COIL 6NT ABOVE ACZE56M CEN.IN6. Nom' AS 416N AS POSSIBI E AD HA NTANH CLEARANCE AROUD MY AS 566ESTED BY MAJMFACTUaR COORDINATE PFIN6 RIM NTH CCOlFI�LRA110N AS PER MAHFAGTLRH2 REFER TO PIPH16 Di66RAM ON THIS SHEET AM TO PIPINl5 DETALS ON SHEET M3J FOR TYPICAL COHIEGT ION5 TO FAN C4N_5 AND BRANCH SELECTOR BOXE=S. O MOUNT WALL UNIT NEAR CEILING. RISE PP% tF IN WALL TO ABOVE CEILWS AD CONNECT TO COIDE SM LWT ON ROOF. PIPE SIZES AND COIFrAIRATIJN AS PER MAUFALTLRE2. REFER TO PFNY6 DIAGRAM ON TH6 SHEET AD TO PIPN6 DETAILS ON SHEET H5J FOR TYPICAL. CO WT06 TO FAN COILS AND BRWO4 SELECTOR BORE. O INSTALL BRAY44 SELECTOR BOX ABOVE AC.E CEILING. KEW AS W H AS PO55EI.E AND MAINTAIN CLEARANCE AROIRD LMT AS 566E51ED BY MANFACTLM R. COORDINATE PIPING RM NTH JFPLY AND WU74 DUCTS IN (EILN6 SPACE. PIPE 517E5 AND CONFIGURATION AS KMFALTURER REFER TO PIPING DIA6RA4 ON THIS 514(ETT NO TO � PPIN6 DETAM5 ON SHEET MSJ FOR TYPIGAF. C42WT06 TO FAN CONS AND BRANCH 159 TOR y� BOXES. t3£� G) RISE RRJ6ERANT LNE5 LF Pft WAIL. ON FLOOR ABOVE AND THRD ROOF TO ROOF TOP MAIN ED COMPENS06 AMT, REFER TO SHEET M23 FOR C,ONTIN)ATION OF LINES AM TO ROOF RAN ON � SFHff7 Ml FOR LOCATION OF ROOF TOP LNIT. PIPE SIZES AND CONFi6LRHTION AS PER FAN COIL MAIFACTIAIR `2 O RISE REFR68?AJIT t.INE5 IF THRU WALL ABOVE AND � TI-ft ROOF TO ROOF TOP MpN(TH2 CONDB5N6 AMT. REFER TO SHAT M23 FOR CONTINUATION OF LINE5 AND TO ROOF PLAN ON SHEET MJ FOR LOCATION OF ROOF TOP AMTS. PFE SizE5 AND GONF16b noii AS PER MAHMFALNR'BC REFER TO PNPRN6 DIAGRAM ON THIS SHEET AND TO PF146 DETAILS ON SHEET WJ FOR TYPICAL 6O N'CTI0t5 TO FAN CANS AND BRANCH SH.ECTOR BOXES. © RBVJ68ZAK LINES DONN FROM ROOF MO MTED FFAt RECOVERY AMTS OFFSET PN'NI6 AS RE6UfIID AND DROP DONIN TWW WAtl TO MAN LEVEL. Rff•Ef{ TO SHEET M2J FOR CONTNUATIN OF PIPING AND TO ROOF PLAN ON SHEET MJ FOR IAGATION OF ROOF TOP LOCI, nape stas LAND COHMroeESeATTON Ad RIM MAMFACTLRBR. MmElk TO PIF'NN6 VIMA M ON THIS 5FffT AND TO MINIS DETAILS ON SHEET F61 FOR TYPICAL. CO I ECTFON6 TO FAN GQN_5 AID BRANCH SELECTOR BOXES. Q REFIRMERAlT LINES DOMN FROM ROOF MgMTEO COND95IN6 LMIT. OFFSET RPM AS RraMED AND $� DROP DOWN THRU N`IALL TO MAIN LEVEL. REFER TO SHEET M2J FOR CO M"TION OF PLR% AND TO ROOF RAH ON SHEET M.1 FOR LOCATION OF ROOF TOP AMTS. FIFE SIZES AND GOHI361.R/ATiON 15 PER MAMFACTLFBZ. F43IR TO PWM DIA61RA' ON 11115 5Fff7 Ao TO PIPNJ5 DETALS ON SHEET N9J FOR TYPICAL CO I ELTOIS TO FAN 0011.5 AND BRANCH Z? SELECTOR BOXES. 3/4' CONDENSATE DRAIN LINE DOWN IN WALL FROM WAl MINTED UNIT ABOVE. RUN IN CLIM SPACE TO NEAREST FIX1 DROP 314` DRAIN LINE DONN w IN WALL TO BEAW CABINET AHD CONECT TO SINK SIDE OF FIX11RE5 P -TRAP NTH DINNA51HER TYPE CONFECTION G DROP 14/4' CONDESATE GRAN LINE DOM IN K#a TO BELCH C.aKMZ. CONNECT TO SAM: SIDE OF RX711FE`- P -TRAP NTH $WARY FITTM 99,, O RI.N 3/4' CON 0196ATE DRAIN LINE FROM WALL. R5 MouNTED UMT TIM WALL TO NEAREST FTXTIM Owe m' 3/4' DRAIN LINE D" IN KNI TO 85,W CABINET AND CONMFLT TO SINK SIDE OF FIXTURES P -TRAP NTH DFJN'pSHER TYPE CONNECTION. 263 i c� 2 ,j JQ (iFFIGE 8 , 266; 1 -114' EXAM [ 240 b o_% I� -1/4'- C.. 4 1-114... .. _... OR161NM. PRAMNS SWAM BY: WAYNE G SVMMG 255A 2Ya [ ,�5 q 249 1 AITT DATE OW4K 5H6tl3h 0(L 23, 2012 -� H � :, .=• � 249A ORI6A4V. pl Fffii AT BGIIM$IID 5Y5Tt3fi A560CCIA16 O. _... :.; CHAN65, OM EAST CMM FOGATE110 DANO IM-0 OA A3 81 82 C2 E1 Q11SStONAL EN�4� 44 s^,p 1355 FAST CENiI]i SECOND LEVEL FLOOR PLAN - MECHANICAL 5762 HONE, - ( 8) 2 -050 PHONE: t208) 2a� -oso, SCALE: I /S' = I' -0' ' 10RIN 9 F C. SVD��y FAX' EMAIL (esa lmgsystwnna �9 ESA IoM wiem 11096 T A MCfARi.A/M) AR -2561 SPATE OF IDAHO CONSLNTANTS MM DESIGN well DESIGN 5 S-M SOO w.et 'a35) 752 -4544 SAMICRWAL. EHBIFai1C TWfR SNOTH BARNSS k ASSOC t ctu E, &- 233 N. l 1250 R..t 4201 B uN1 t:tW 84014 Bx 298 -8795 MMKgWA 040POE NMNa ENG EERED SYSTEMS ASSOC. 1355 E.( Cents P—to., IddN, 83201 (ms7 zu -aeo+ e. tea) zos -osaz EEEUM& WHOM PAttf E:'ICgfE NC. 823 E. Cat St. P tM , 16 03201 232 -039 F ;208) 232 -1135 Q Z Z z lu pA Z � 0 U lu REVISION: 1 10/23/12 Modal Am Mans / DANE JCCIAOT DRATIN Err: JOB NO. M J3J919N 424 CHECKED BY: DATE: D 51,11M®:5 MAY 1013 Km EMITS Oct 23, 2Ot2 DRAWING NO. HE: Im- IO.IA.E M2.2 OF I 11-7,7 ------------------ PM W44,W NTH • IN THE DIA6PA-5 KIST BE C4)Nlf�CTEV LISIN& TIE REY6112OPM RMCM XW Pft% LHTAT06 WHER FROM VRV-40--5 TO VRV-411 (P-SERIEW 50 AIMYS CHEF NTH THE B46MERINS DATA BCOKS TO VERIFY A41.00AaX MIMS LE*TWA FIFE SIZM& REPHEI MAM AND ADDITICIIIAL CA LATM IN 9"AARY, QVRV-4115 LUTS AjX" IF TO 442 FM ACTUAL *4 MET 00 MET) VERTICAL 130 FROM 157 R9W AND Mo FEET TOTAL 2) VW-411 P-WM5) LWrrS A.LGH W TO W FEET ACT.01, 164 FEET (22" fMT) YBZrr.Ad, 245 FEET MOM IST RUWT AND 3" fW TOTAL V? x kW x 3• 1/4• L 4 VT 5 FM%bPyJ) F ToK F)FO24f'VJJ Zk- 4e './A' L 4 FXAmT•lPl4Jl 114" L 4 V2* 5 MINIMUM �MZFA WIVI� mvM" V4FL i VrS' 1/4'L # IiT 5 • 4e V4* L It Vr 5 F*tlgwx REFERI&ERANT 121FIN6 VIAORAM 7410 LEVEL 5CALE 1/5* = 1--0* I L-01 —AN -'04 EXAM TR WALL FAN COL XT ABOVE A"E%W CeLIN& $Zff, AS %H AS P095w AM MAJMTAM t: MICAM ;M I A-� Me6M?MV MOWACWM WORDINATE P"* MIS HnR aW A. M�UAIML.W arn-y AND w" =TS. PEE SIM No COWf6l)RATION AS PER KAKFMn*S?. REPER To P"* DIA6RM ON THIS MET NO TO P"45 DUALS ON %MT M151 FOR TYPICAL C4WeTM TO FAN COLS AW DRAW$ SMMTOR BOWS. MOW KAU WT AT W-O' ABOYE LANDIN6 LEVEI- RM P"* III, IN Mu TO AWYE MASS IVID 3VATE OF M 0 CaW,T TO WAI" 58.ffTOR BOX A6 SION( ME VEZES AND COMF16WATIDNA5 FER KAMPA(ITIAM RSIM TO M% vtA~ ON rre r MET AND TO PIPW DUALS ON %M MJ FOR $3 TYMAI. COWTM TO RAM COLS ANCI WAWA SELECTOR 00.1ft. 061A.I. MAICO M.&,-rCR BOX AWYE WX55ftl 13 Ca$*. KIMP AS H6q AS P05511" AND WJWAM aEARAWZ MUM MT AS SJ&6MTEV BY KA"ACnPER, COORDWATE PFN& RM AM SLMY AND REARS =15 IN CM06 SPAa- PFE SM AV COMMATION AS M~ACTIRBL RMR TO PIPM DIA6RM CN nr5 %M AND TO PfnNS DUALS M %EET M31 FOR TYPICAL (4w.cnm TO FAN CaLs AND, BFW" MMTOR 80)15. I n ORCP REFR*BW LIMB FROM 94OF MafM CONAWA6 LMT DOM THR) WILL ON THIS LEVEL RaTR TO 9fET M2.2 FOR CONT!"TION OF LIME AND TO ROOF PLAN ON SIFT NJ FOR LMA" OF ROOF TOP UHT. PIPE SIZES AND WWWRA" AS RP FAN CON. KWACnIMR VR0F REMR16MAXT UMS FROM R00F t4M= CONSULTANTS: MEAT RECOVERY LINITS Dow M )1ALL ON THS LIM Mot LEVEI- RE] TO %e7 M20 FOR COCTINAMN OF W-IIJ DESIGN Ltft AND TO ROOF PLAN ON WET NJ FOR S�um wo W.T LOCATION OF ROOF TOP LXM. PIPE SM AND COI WARATWH AS FER MAWACM40L Mset TO MISS V"PM ON TIr. %M AND To PIPING DUALS CK 514117 wl FOR -IrpICAI. CotmT06 TAM" SMN BAR RM �ssoc TO FAN CoOLS AND MWCH 5EI-ELTOR 00.)M S�� Enq�— 2u rwnt, t25U wwi am 3—tft, tttm 84M DROP RMU68WIT UNS FROM ROOF M"W 3 2wa7gs MEAT RECOVB;rr MTS "IN TNtU P" AM RX To Ttauweg. 04M MK 8RAW,H 5616TOR SO&S AS 9CHK IS 9 TO snlnos Asur- RO(7 RM at 9EU NJ FOR LO(ATION OF POOP IMS E.A C-t. TOP LOM PIPE SIMS oW COMPKIRATON AS PER K"WAC.1045--- 00"t To P~ MA 40.044 ON r" %EEt AND TO PWM DETAL5 ON 9fU fl01 FOR TYIX& CCWTOIS TO FAN C40LS MV BRANCH PAIK MWERM w- 5ELrf.TOR W)Q:5. ism L Cmier St, P—.k idol mol 9 DRIP 3be COVeGATE DRAIN LIE D" N WALL TO (ZLIN6 SPACE OF -'e MD LM- FUER To Sifff M= FOR CORTINLAWN OF PPM DROP I-W C00064TE DRAIN LM DOW IN KALL TO 8B.04 C4nAMR COWT TO SINK ME OF F";E5 P-TRAP " SAMITAW FTTIN6 t DROP 1-114' CONDENSATE DRAIN I.Pe DOOM HALL AND EXTEND TO SUNU SW lu MEMIA A 4FWWL DRA** 516tw By omvm C, SOMAS DRAM gr JOB NO. PAIE M%VL 91614M+ Oa. 23, W2 m i9em 424 0Rl6#0L ON FU AT 8491leSM 9MT945 Mkr AIM M5 &W CEMM I`MATMW1 VAHD aM OEM Ot DATE, 0 svrtm" t-tAy 2= PUNT OAT-- Oct 23, 2012 AL DRAWING NO ME, tml.MISER 13M EAST C047M 5762 POCAMLO, MIAHO 83201 M2.5 PHONE: (208) Z33-(W TAX- (208) 233 -0529 c q-N EMAI' ftl~28y66ematan OF ............ o M�7 !gK&,4 wi j 9Q2F-,&-G955 —AN -'04 EXAM TR WALL FAN COL XT ABOVE A"E%W CeLIN& $Zff, AS %H AS P095w AM MAJMTAM t: MICAM ;M I A-� Me6M?MV MOWACWM WORDINATE P"* MIS HnR aW A. M�UAIML.W arn-y AND w" =TS. PEE SIM No COWf6l)RATION AS PER KAKFMn*S?. REPER To P"* DIA6RM ON THIS MET NO TO P"45 DUALS ON %MT M151 FOR TYPICAL C4WeTM TO FAN COLS AW DRAW$ SMMTOR BOWS. MOW KAU WT AT W-O' ABOYE LANDIN6 LEVEI- RM P"* III, IN Mu TO AWYE MASS IVID 3VATE OF M 0 CaW,T TO WAI" 58.ffTOR BOX A6 SION( ME VEZES AND COMF16WATIDNA5 FER KAMPA(ITIAM RSIM TO M% vtA~ ON rre r MET AND TO PIPW DUALS ON %M MJ FOR $3 TYMAI. COWTM TO RAM COLS ANCI WAWA SELECTOR 00.1ft. 061A.I. MAICO M.&,-rCR BOX AWYE WX55ftl 13 Ca$*. KIMP AS H6q AS P05511" AND WJWAM aEARAWZ MUM MT AS SJ&6MTEV BY KA"ACnPER, COORDWATE PFN& RM AM SLMY AND REARS =15 IN CM06 SPAa- PFE SM AV COMMATION AS M~ACTIRBL RMR TO PIPM DIA6RM CN nr5 %M AND TO PfnNS DUALS M %EET M31 FOR TYPICAL (4w.cnm TO FAN CaLs AND, BFW" MMTOR 80)15. I n ORCP REFR*BW LIMB FROM 94OF MafM CONAWA6 LMT DOM THR) WILL ON THIS LEVEL RaTR TO 9fET M2.2 FOR CONT!"TION OF LIME AND TO ROOF PLAN ON SIFT NJ FOR LMA" OF ROOF TOP UHT. PIPE SIZES AND WWWRA" AS RP FAN CON. KWACnIMR VR0F REMR16MAXT UMS FROM R00F t4M= CONSULTANTS: MEAT RECOVERY LINITS Dow M )1ALL ON THS LIM Mot LEVEI- RE] TO %e7 M20 FOR COCTINAMN OF W-IIJ DESIGN Ltft AND TO ROOF PLAN ON WET NJ FOR S�um wo W.T LOCATION OF ROOF TOP LXM. PIPE SM AND COI WARATWH AS FER MAWACM40L Mset TO MISS V"PM ON TIr. %M AND To PIPING DUALS CK 514117 wl FOR -IrpICAI. CotmT06 TAM" SMN BAR RM �ssoc TO FAN CoOLS AND MWCH 5EI-ELTOR 00.)M S�� Enq�— 2u rwnt, t25U wwi am 3—tft, tttm 84M DROP RMU68WIT UNS FROM ROOF M"W 3 2wa7gs MEAT RECOVB;rr MTS "IN TNtU P" AM RX To Ttauweg. 04M MK 8RAW,H 5616TOR SO&S AS 9CHK IS 9 TO snlnos Asur- RO(7 RM at 9EU NJ FOR LO(ATION OF POOP IMS E.A C-t. TOP LOM PIPE SIMS oW COMPKIRATON AS PER K"WAC.1045--- 00"t To P~ MA 40.044 ON r" %EEt AND TO PWM DETAL5 ON 9fU fl01 FOR TYIX& CCWTOIS TO FAN C40LS MV BRANCH PAIK MWERM w- 5ELrf.TOR W)Q:5. ism L Cmier St, P—.k idol mol 9 DRIP 3be COVeGATE DRAIN LIE D" N WALL TO (ZLIN6 SPACE OF -'e MD LM- FUER To Sifff M= FOR CORTINLAWN OF PPM DROP I-W C00064TE DRAIN LM DOW IN KALL TO 8B.04 C4nAMR COWT TO SINK ME OF F";E5 P-TRAP " SAMITAW FTTIN6 t DROP 1-114' CONDENSATE DRAIN I.Pe DOOM HALL AND EXTEND TO SUNU SW lu MEMIA A 4FWWL DRA** 516tw By omvm C, SOMAS DRAM gr JOB NO. PAIE M%VL 91614M+ Oa. 23, W2 m i9em 424 0Rl6#0L ON FU AT 8491leSM 9MT945 Mkr AIM M5 &W CEMM I`MATMW1 VAHD aM OEM Ot DATE, 0 svrtm" t-tAy 2= PUNT OAT-- Oct 23, 2012 AL DRAWING NO ME, tml.MISER 13M EAST C047M 5762 POCAMLO, MIAHO 83201 M2.5 PHONE: (208) Z33-(W TAX- (208) 233 -0529 c q-N EMAI' ftl~28y66ematan OF m I' ACA6TIGAL UMT TRANSVERSE NOTE: LNE R ON INTERM OF WGT. 24' MAC TO EXt'HBUL DDT WM ATM 24' MAX TO FIRST WPPM. ON ALL ROUND R160 FIRST SUPPORT REFIT PMTN AND BRMK.HH PR'tNb DLGT- MIRK AND FITITW65. -'I° SHALL BE MTA M IN THE SAME pJ640 SPIN- DU:T 5Ui40H2'f ROLM FLEMLE 5LW-T A ti f21ZATW PLAFE F. IN FtTTwb + =T TO CaLIN6 offuSER DItEN M SHEET AND Mt4;ClMA4 LEN5TH KW DAMPER DUXT StPPOFtT PETAL. LONWUVK*l .• <YBib Kk4DLE� • ° 6LLE !ILEX DIET TO TiTTRtS, LCNSEiT N)C 0-MP DOYM HTH STRAP ATD 6iA FLEX DUCT TO SIDE. INCHES ft ACt DMi'Hi 5CR51 Soup TO R16ID FtTTIN5 ADAPTER 4 C.LM1P REGTAHKLLAR IN AGGE* .E DOWN HTH STRAP. SU'PLY PLBHM LOGATHOPH ATTACH TO RIGID DIX;T BUTTED FmlLY TOUETFER ATTACHED TO UNTO WtTN DRM BAND MMED DISCHAR6E OPPOSED BLADE ROUD RIGID DUCT. DAPPE3R HERE ROM TO oCxIARE 5PFLFrM TRANSITlAd 2b 1 NOW REcMREV RaM TO u� 26 0-0 S.dNRE TRM51" LAY -IN DPFUSc'R LAY-M C.EILRH6 VFFU5ER HTH BEVELED FRAME 6YP. CALM 1 24 IkPxw 0 t0 W CEILING DIFFUSER DETAIL WITH FLEXIBLE DUCT NOxALE PRE- evAmmIED'Rff}EI' JgNT " IW A 4" BLOCK REFRIGERANT PIPING REOID CLEARANCES W eCALE M. THREADED ROD AT &+IE D TD STRUGT M HAN6H2 BRACKET ATTADED TO IW r Twx NEOPRENE PAD AT EACH SUPPORT FOR VIBRATION {50LAnx - FAN COIL 1 BRANCH SELECTOR HANGER DETAIL w SCALE TRANSVERSE NOTE: ! AT .YMiTS FROM SE OF LINER Mae OF REFIT PMTN AND BRMK.HH PR'tNb 121 x REJw,oR6IIH5 SHALL BE MTA M IN THE SAME FAN CALL tW AT 13R,*" SELECTOR BOX TOP AND BOTTOM A ti f21ZATW PLAFE F. REFRIGERANT PIPING REOID CLEARANCES W eCALE M. THREADED ROD AT &+IE D TD STRUGT M HAN6H2 BRACKET ATTADED TO IW r Twx NEOPRENE PAD AT EACH SUPPORT FOR VIBRATION {50LAnx - FAN COIL 1 BRANCH SELECTOR HANGER DETAIL w SCALE SE' F- TAFPM6 GADMR M PLATED HEX HEAD StiET PETAL 5CM H — HAMS DI.GTS UP TO 30' Y4 M MtlTN P x 16 6A6E 5TRAP5 AT f'-O' MAXR4.M SPALIN6. --- 5TRAPS TO BE T A6AIT = DHJGTMtORK ---/ STRAPS I"r Iri : 1.i4_a TRANSVERSE RE9F0RLiN6 N ! AT .YMiTS FROM SE OF LINER Mae OF 1fA4 121 x REJw,oR6IIH5 PETAL FASTBETLS - OMARK IN Stun S, MRO DYNE FASTENERS OR EFLPFWL5 '�. TOP AND BOTTOM ANGLE SIZE i` 3i DItEN M SHEET AND Mt4;ClMA4 MOUNTING DETAIL PIPE CONI roA OF PETAL. LONWUVK*l n - 2 - '2' LCNSEiT &ASE SPACINb BY 6RIRLAL AIR NA"IyR OR B'( � SIDE. INCHES GAL EETYEEN PC M TRANSVERSE SLIP 5 9.€P RBLaH RMO4- ENDS OF LINER SHALL. BE 5DE5) < .Y ws tim BUTTED FmlLY TOUETFER i k7TERrHTIATE MENDED MMED .. _ ..... i FEWORa% 6A6E 6A6E LP TPt5112 2b 1 NOW REcMREV 26 26 0-0 24 NC HE REMRM 24 24 14 - 30 1 24 IkPxw 0 t0 W - 24 SE' F- TAFPM6 GADMR M PLATED HEX HEAD StiET PETAL 5CM H — HAMS DI.GTS UP TO 30' Y4 M MtlTN P x 16 6A6E 5TRAP5 AT f'-O' MAXR4.M SPALIN6. --- 5TRAPS TO BE T A6AIT = DHJGTMtORK ---/ STRAPS I"r Iri : 1.i4_a ( DUCT CONSTRUCTION AND MANGER DETAIL NO SCALE FLAIR WT TO Be TIGH7EPED WITH NOT m THAN N TRANSYTR5E REIPFORCINS 51ZE I5 DE1 BY Dlh ENSI0N OF SIDE TO ME" ANGLE 5 APPLIED, H2@KHH ") RAIR NtT TO BE MAPPED FROM SE OF LINER Mae OF BR.mI Sa rlGTQR BOX dtYPL 121 x 5F1ff7 PETAL GX,T PETAL FASTBETLS - OMARK IN Stun S, MRO DYNE FASTENERS OR EFLPFWL5 '�. TOP AND BOTTOM RECOVER, U87) r i` 3i 5WTYJN OF Li162 DISCAARSE 6A5 MOUNTING DETAIL PIPE CONI roA SHALL OVBNl.AP Irmo i HJZII) — 6RIP NAIt5 SHAL BE INSTALLED 2 - '2' THE SIDES y BY 6RIRLAL AIR NA"IyR OR B'( � COMMB(ON Ai7TOMATIC FASTENER EMW. LI' THICK DUCT X .. ✓xa" z LINER L i INm TO Be ADHERED TO ENDS OF LINER SHALL. BE ALL ENDS OF ifi6t TO MY K400% ADHE5IVE BUTTED FmlLY TOUETFER COATED HTH ADFESIVE. SEE 5PECIFKAT06 SEE 5PEGRCATFOkS. ( DUCT CONSTRUCTION AND MANGER DETAIL NO SCALE FLAIR WT TO Be TIGH7EPED WITH CANT STRI' �•::;.., MA WAM�.IRnsFi RECAPI -tNPM TOR4IE H2@KHH ") RAIR NtT TO BE MAPPED H'NTH 150UkTM PAD FU595IED HTH BR.mI Sa rlGTQR BOX dtYPL !M.t5r a PLR' CONE'CTION ROOF8H6 MATH2IAL ASFlEN.T FROM MAT RECOVER, U87) r i` DISCAARSE 6A5 MOUNTING DETAIL PIPE CONI roA DRYER Irmo i HJZII) — ROC- G'P CR AT EiHOkI°i ARE ALLOYED. M R -15RAE AID *.AL WATBRTI6HT 2- KAXMJ" DUCT LENSHT 15 25-0Y IMP PILE WAIDMb 5'-0' RMUG" FM EACH COMMB(ON MROM HJU COMM Dcko%fm MAINTAIN 24' PW 56LVHGE SPACE ALTERNATE UX ATXAN FOR PIPI15 TO FAN COW- UNITS. BRANCH SELECTOR BOX DETAIL E NO SGA1u FIELDH"4RH'H® FLAIR END (TYP) WTTON PIPE COltECTKk7 FROM FAN COLLN LK4q PIPE C(MP£LT10N TO FAN CO IS) ADAPTER FURNISHED HTH BRACH SELECTOR CORN FOR NOMINAL 24 PEN OR 94Ai.ER. MY% PDTE: - 09TION ROOF CUM CANT STRI' �•::;.., OVER ROM XISTS IN 9" A RAWER AS TO 99MAD 5MH61E PLY THE H36HT OF THE MEL♦H WAL U!T OVER AS HAKr T146SE5 ROOF8H6 MATH2IAL ASFlEN.T AS P05 ISLE RE6ARDLE% Ft00R� OF HIOYt TRUSSES ARE R* 045 ( TYPICAL ROOFTOP MOUNTING DETAIL NO 5GALE DRYER INSTALL UDER ROOF ROC- G'P CR AT EiHOkI°i ARE ALLOYED. M R -15RAE AID *.AL WATBRTI6HT 2- KAXMJ" DUCT LENSHT 15 25-0Y nAT ROOF) WAIDMb 5'-0' RMUG" FM EACH �. 2' MIND PROVIDE 4'3' H05E CONECTON AT 4' AM, EXTEND TIM WALL 2' R00F .. _ ..... 1'1NPtR4 FCR DRY", CONEitRM9. 100) 2JKK- S�IAFT W(OR WGT LP M YLLl DAMPB2 tLAR t7 -0OF � ,: -.: IRIS: 4° RJGT =_ _ _:.. GEILNS UP IN WALL 4 4 °405E UAW PROVIDE 4'0 40SE CONECTIM 4' FIIABLE AT 4' APF, DaW THE MULL 2' DRYER VENT HOSE MINIRM FOR DRYER COW -ITCH A MCFAM A00 AR -2581 F Wgnn, L'F {Lae) z� -ssa4 S7PtICTUPA6 H7MNI�alIC ?A*a SON M KL'SS 3 aSSX StrvC� &;i- 2m 4.1rt aw *.t 120' 6.ftftA. Burt 8+011 1WO 298 -8798 EWf,R+tERED S14-LT:S ASM 77.55 E.A C-t. Pxa'e �. 83201 (M na..aeat H7€CnelUl.46 PMW kFC. 7823 a Cana St rxo.1a� 532eI ,208} -12 -1439 F 1208j 2!2 -1435 Q! � a � 4 d uj u� a �c z d T Ju 9l' OR16RW. MAP" 5WE D BY OWAYPE C. 51otm BRAIN! BY: HOB W, DATE CAt*Kk 505NED. Oct. 25, 2012 M .eeeN 424 OR611N v. ON FU AT SASMERED 5*M0 AaSOCIAIM {HIE BY BASE M 5W C9fi}R, POCAT$10. 0,40 M" D t9AM�:5 MAY 2012 = ighWWW maT am Oct 23, 2012 AL e, 4d` �,+fl AHr�lillilHt DRAWING NO. y p 4tP fldf- IL'1Fiy tJ ! s2 POCAT�ELI..O �6 $WM �x P,�: (om) 233 -0501 M3.i FAX: (206) 235 -0529 C. 514 BHAI amCengeTatemamrt Of i i4A .Yr rYrP 1 i flOC. rL►'�i� YiL/T J�, e FLEXIBLE Ft00R� DRYER VENT H05E ti2L; I- NO FRD;EGTIO S 5IX.H AS S(JVf 'S OF DRYER SHEET PETAL. COMBS IN VWTH0RK e H05E CL IP CR AT EiHOkI°i ARE ALLOYED. A 4- 2- KAXMJ" DUCT LENSHT 15 25-0Y WAIDMb 5'-0' RMUG" FM EACH DRYER VENT DETAIL F ND SCALE A MCFAM A00 AR -2581 F Wgnn, L'F {Lae) z� -ssa4 S7PtICTUPA6 H7MNI�alIC ?A*a SON M KL'SS 3 aSSX StrvC� &;i- 2m 4.1rt aw *.t 120' 6.ftftA. Burt 8+011 1WO 298 -8798 EWf,R+tERED S14-LT:S ASM 77.55 E.A C-t. Pxa'e �. 83201 (M na..aeat H7€CnelUl.46 PMW kFC. 7823 a Cana St rxo.1a� 532eI ,208} -12 -1439 F 1208j 2!2 -1435 Q! � a � 4 d uj u� a �c z d T Ju 9l' OR16RW. MAP" 5WE D BY OWAYPE C. 51otm BRAIN! BY: HOB W, DATE CAt*Kk 505NED. Oct. 25, 2012 M .eeeN 424 OR611N v. ON FU AT SASMERED 5*M0 AaSOCIAIM {HIE BY BASE M 5W C9fi}R, POCAT$10. 0,40 M" D t9AM�:5 MAY 2012 = ighWWW maT am Oct 23, 2012 AL e, 4d` �,+fl AHr�lillilHt DRAWING NO. y p 4tP fldf- IL'1Fiy tJ ! s2 POCAT�ELI..O �6 $WM �x P,�: (om) 233 -0501 M3.i FAX: (206) 235 -0529 C. 514 BHAI amCengeTatemamrt Of i i4A .Yr rYrP 1 i flOC. HEAT RECOVERY/CONDENSING UNIT SCHEDULE 57M. OOt0l1NG .;;c �Ylf•. :� !i iii �r1 �i!i.��,'L'f»il��f�L I�21C RANT PIP}NS 5 414 -A1' REK4RKS LIGM 9ZTICN I IJOT 605 =TM TYPE Bll! BTE3 MO-6% 1.6 LUCTM TYPE ME 262,153 256,100 It, 20816013 1t8.1 ;800♦ VT ��a]' r .r • ®�© ,F .:.♦ im, . 11♦ � ® ® ©® :♦rR• .♦:• + HKN PRE9%RE Xt-f xROU COM�. XT 01 a REM4312OP£.0 "CE IN& HIM 24 f 5 0b MTW TYPE 318' i 115" 3 /<' 0.9 ;"T L'2 = RE T.0 iii "CBLM& HID 225 -280 09 vucw TYPE ".:€.!1 CUM MTD 65 688 116 I vtzTw TYPE MM `rdd 636 lb 2821.23 2%450 491 208166,3 118.1 IWOM i/2' I -V8' aW DAIKM M000. REY0336FOYD GUTAOOR LUT H 1 I •0�� HI&H PRE59PE XI ME 5CRal COM� L"T M a f�lJlilJ[iT.L wtQ. ru !/O' 'IAY �_IAd• MT S3 = REM012OPT.0 ♦F♦ .r:.,♦ R1J,% \ i,. 3 ='I 11. .:Ire U2' In 3I4' • ♦ ♦.•fr, ,♦.'M=j i14,M2 r / ' 15'F 2M6O/3 442 800# :. itb' � T- " ' -' Fri � �+�+� ; . r®®© HKH PRE-HARE DOPE 5r,RC.L. rOMFIRBSORS 24000 — -5'F 208WA 205 2" 318' 518' — OA7KTN HOGS. 2MKOr5 O4IODOR LINT }4TH H16 PRA OOME 5OROL. CltflT:%Owl 24060 c _ �6'F 2081600 2O5 ' r ♦R © ® ®� OASKIN MOVE 2,rD5 -AMPO R it$T WITH 116 ® ®�iaa�' PRE%)) DOE 5GROLL COMPRES60R5 I 241700 — r� 20 WA � 205 2" 3l8' IV — OM, o � L Clal� � 7 a; ♦ ♦r - r • w�l rte! © ®© . ♦♦• ® © ®�® .♦ i! .♦:. ,♦ ♦ • _.. r •• ;rte.•.: • • • r• Roma �C{ RI-.I�.. r h. :♦ ®® Iii! = =o©= ♦! .I: .♦ I::i'/ ♦ t - •• - - I mac! '�E r - ©0l© >•rY =®®©® ==is .F is : II♦ HEAT RECOVERY/CONDENSING UNIT SCHEDULE 57M. OOt0l1NG WA7tN6 EAT CF[AR. MCA 436K I�21C RANT PIP}NS 5 414 -A1' REK4RKS LIGM 9ZTICN I IJOT 605 =TM TYPE Bll! BTE3 MO-6% 1.6 LUCTM TYPE ME 262,153 256,100 It, 20816013 1t8.1 ;800♦ VT ( I -US' 3A. OWN MOM FEYQ356PM OVMOORLINTH ,F .:.♦ im, -6* Ib OX.IED TYPE - �� 6 HKN PRE9%RE Xt-f xROU COM�. XT 01 a REM4312OP£.0 "CE IN& HIM 24 f 5 0b MTW TYPE 318' i 115" 3 /<' 0.9 ;"T L'2 = RE T.0 LWT 03 = R&V2OK V "CBLM& HID 225 -280 09 vucw TYPE ".:€.!1 CUM MTD 65 688 116 I vtzTw TYPE MM `rdd 636 lb 2821.23 2%450 491 208166,3 118.1 IWOM i/2' I -V8' aW DAIKM M000. REY0336FOYD GUTAOOR LUT H 1 I HI&H PRE59PE XI ME 5CRal COM� L"T M a f�lJlilJ[iT.L wtQ. ru !/O' 'IAY �_IAd• MT S3 = REM012OPT.0 ♦F♦ .r:.,♦ U2' H18' 3I4' i14,M2 84 ' 15'F 2M6O/3 442 800# !12' itb' 3!4` O IKIN M� RB'a2OPT.0 CUTLKhR XT !41 HKH PRE-HARE DOPE 5r,RC.L. rOMFIRBSORS 24000 — -5'F 208WA 205 2" 318' 518' — OA7KTN HOGS. 2MKOr5 O4IODOR LINT }4TH H16 PRA OOME 5OROL. CltflT:%Owl 24060 — �6'F 2081600 2O5 2001 3/8' 318• _ OASKIN MOVE 2,rD5 -AMPO R it$T WITH 116 PRE%)) DOE 5GROLL COMPRES60R5 I 241700 — '5'F 20 WA � 205 2" 3l8' IV — OM, o � L Clal� � ELECTRIC HEATER SCHEDULE SYR TYPE M KW Ct4+F: CCMiRCL 1 REt'.4RY`- GMARK MXfa. A}Mf-44fJ9 C041EtE WITH A4f -5t 51WALE iVd1_ t101At1ED 6824 2 "fFicM ;HTEfiR1J. MOST RZ41P, PA' =NFID TO MATCH HEA"5Z WALL MdMfEV 6624 2 20Bi6cJ0 tNiT, 42N. a-fARK M [ D AW4406 CC +LETS MTTH A"4 --S2 5k?M -12ET, ffi MC wfk" FRAME_ -AtNtff! 10 MATG+1 WATEI i i ROOF TOP UNIT SCHEDULE r ATR6SWT 11'F CFM 5P`- CWAR I4GA MBFI OA . RA TEN-W LEAPING AIR T84P � S Da4f .OW 3000 20' 208/600 80D 205 -20-F OW --20'F P6 10-F M50-F M IIO'F O&63'F #AO MO R � %4 RELAY. �3 d LL ® ©m© ♦♦♦ �own +I♦ ,I r..t - Rif. X53 ♦�II *T% //� 904 CERJW MID 4"-" 3.4 MT® TYPE _ b3fi (b tAl TYPED 5LM cum HID 241 -356 ab =TM TYPE _ME MME MO-6% 1.6 LUCTM TYPE ME CaLINS 530.636 It, =TW TYPE I r :r - 247 335 Ob DUGTEO TTPEt- ,F .:.♦ im, -6* Ib OX.IED TYPE - �� 6 tb "CE IN& HIM 24 f 5 0b MTW TYPE 226-2w 0.9 OtrM TYPE "CBLM& HID 225 -280 09 vucw TYPE ".:€.!1 CUM MTD 65 688 116 I vtzTw TYPE MM `rdd 636 lb r • ='R ♦ ME r r v _ME MME ME . s.. ,:R r :r - r .r ,F .:.♦ im, ® /... = =MOM • ,r D ===Mown ♦• ♦♦ I F♦♦ _l3©©® ♦F♦ .r:.,♦ r • ='R ♦ ME r r v _ME MME ME . s.. ,:R r :r - r .r ,F .:.♦ im, aab�ut OR+eRi5 5*RV er: *A?* G. AVHM$:, LAATE M*%',L 5*NM O-L 23,2a2 OW601AL ON FILE AT 5YST@5 A55"T15 IY5 :1ST LZOM POGATMID, VNiO 83" `�,, STDNAL FN�i 73 762 PpCAT55 CENTER ELiG.O, IDAHO 83243 t PHONE: (248) 233 -0641 FAX: (208) 233 --4523 `♦f C. cs 0 EMAIL, eso0entpystmtiCartf ESA as xuueFx 11458 A 2i �E an DESIGN GN 'S ne .m x t a3 -AS+b 'ANNE QBa ysRr6 rsxNLF swr auuus a asec 3 Sb N r! libO * oM i Nest 02G`. dwc *. <ta. .trn ewta' wt) 798 -879: MECHAMWAL aGINCEPMFC R-D SYSTEM AS 0c, ss E.E r P�yy{ada. Gdw 832W ;7�Ori a� -D6m a ELECTItlCM. flNQiEDaNG rmteb, t3 83 2 37 ai.S l9 7G3, e r 12D3) 132 -i - 4 t— lu � a ui U z T z NJ #i Erlm i k. 00 cOFA:EtaT AaA 3", .1DB No. _M_ 424 CHEt7CED Bt` DATE: D StAt'EEK5 MAY 2612 PLOT DATE: Od 23.2612 DRAWING NO. M4.1 OF ............ - +Ila— _. IIA11 DATA/cm IVE176PaW TELEFACNE- DATA / WTEMV, ETC. MZWE S= OF JDAW + 'Qua *0.8 1" 1" p,* 4 13 zj� 22 23 X1 I' `U I \114 12� +23 99 QA 163 1A�4�x 23 a, ClOtOXIS aIT TO UTILITY CO. DeQ42K LLXATO& REFER TO 9fET M2, KEY NOTES 5, 1 A 0 FOR ADDITIONAL --m 1. 1. `il 't.l 136 *t �tl 'I* A, IV `Im Aox"," u -ol -w INFORMATION. ELECT. COMM TO BE RESPONS95LE TO 0001IONATE HTH TH5E VnUTY C4wAAIE5 TIE EXACT 'QS *02 'a3 19A '11.4 IM ILI AA `U **A -02 *03 +&3 *U I� MOAK LIXATI045, CZWW SIZES, aPAAL 0EPTK X Ul -02 19A -!�At`*A '02 +*A '0;1 U -02 19A 'aS M PRIOR '0 START OF ANY MAVATION, wI i 6OlM RXrIH$ SiOM 5 VVaW4AM AM PROPOSED 1w, 0.1 102 ld!.�02 'm 10.1 1&1 *&1 1&1 *ai 10LI '42 u IM2 10 *02 10.f '02 112 `W `&2 10.1 'm %3 Cwy� EXACT ROV17445 TO UE Ccomm7w KTH UTILITY C444PAMB, 04M A#V 0143t :b� P ALL, 104 < *oLd '&a 'an 'tl '&I -oA -a., -0.1 -aa -ILI -ki -AD -04 -6.1 -0.1 -ba—bs� ILI 'kl--- MA I QQ •PFROXHATE LOrATVMN aF u NEH XF4Z FO Z 40L5F5 IGA `&I `QA `*S 01) 3/4 2010 oil U `QA `112' < ag % (4Z) 752-450 i SIRWMIL ENGINEERING TANNER 99TH RARFM & ASSOC on 01 a2 7u ax Os wl ILI 11 AffFDXff-IATE, L--,ATM OF a—WA Uhl, a4m KEY NOTES (am' Ns-sm EXTERIOR AIREA, POLE Lofr EXIST W PHONE I DATA I RiTa 10A +ILI **A '44 -42 -*.1 00011EEM Sysmds AssocL 315 Q C-t UPCMA KAO KOM R3 T5 SUL-, LA.- CEK-Mr. FIELD VERIFY im LOCAL MUTY Wwmgm LI6f!`IIN6 CONIMa PANEL TKAT C4NTROL5 FI,w ISM) 233 -Wn *as *10 Im Ia *013 143 +0-1 w *q., 0.1 104 `Q3 lu `w Iu M, P14WM A 3OAJW 2-POLE DFMAKM IN PAbEL-NI* tw E. 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AFPROX PROP05M LOCATION H046E amf POLE OF NEH PAD MOULT lu Q —A6 00;BrTW AW-4M WLTS TO BY ARrA ----9XrE POLE (TYP) .... . . .... ... . . nit fik µx SPECIAL NOTE: T �101 rr~ Rims Wye bom prapaad wboA Afllbj ccmpa4 wrwents. The =�—=.ZPLM FOR c4ww Nft SIZE —Paz SME W445 REBAR5 4 REW"� **dad bg uw gm" tomm 1z" 12* OL. woo 1-51 fw 14 *M",1REW OR v Raw ClotrACTM EAM DRAW BY: JOB N01 L16IT FIXTURE SCHEMILE TIME DESMIPTION MOUNT VOL�j LAMPS MFGR._ CATALOG # NOTES F1 8 EXTERIOR AIREA, POLE Lofr SEE DETAIL THS SIfET ,,- TAP I WMTr Mm UPCMA KAO KOM R3 T5 SUL-, LA.- 52JAL PROMTS MOM LISIM KAAJPA-rTt$EER KLL BE ELIOWLE FOR PRIOR APPROVAL 5ASEO ON C4w-OFwAw1E WTH ne ;w1ATf OF REXEL476 CITY OAMM444a ANYONE u3xw PRIOR APPRLNAL %IALL %eW A POW BY POINT LAYOV OF TIC SITE HTH THEIR PROPOSED PRXXT. OAS. 424 - - ----- --- r-Z FIXTURE M0UNTIN6 MAIL CWCKED BY: DATE, TLIP 10-24-201 PE im 141150 PWT DATE DRAWING NO. ORIGINIAL MWED BY+ ELECTRICAL SITE PLAN TOM F PAYE DATED ORIGRAL 901EM, 8270 5CALE: I*=20'--0 "y 30, 2W2 023FF IS~ ON FILE AT Pmasw, LAIM MOO! or t.V& 232-1435 OF ELECTRICAL SYMBOL SCHEDULE ® FLUORESCENT FIXTURE EMERGENCY NGHT LIGHT 100 NOT SWITCH) WGIrATM TH.EiOOW / DATA OUTLET 6RADE EMERG. EXIT LIGHT (DIRECTI(NAL ARROWS ON DRAWINGS) Q TV. MnEr CEt3140 MOUNTED FIXTURE Ho WALL MOUNTED FIXTURE RECESSED CAN FIXTURE- A AL POWTINS HEIS ii5 TYPICAL. RLS5 NOW OrH9445E ATL PAM- SEE PLAN, RMM AV ACE NT PROVIDE HOWU NS SPACE SINGLE POE SWWTCH 3-WAY SWITCH ARc*TrLTS MILU RK 04i95. TO S. _ 4-WAY SWATCH �T EXHAUST FAN TIMER SWATCH (0 - 30 MIN) WALL BOX DIMMER SVATCH. (SWITCH M BE COMPAT, W/LOAO SERVED mw CABWETS 8AC.KSHhSR5l THERMAL OVERLOAD SWITCH W/PILOT LIGHT 0' MULTI - OUTLET PLUG -STRIP SUCH AS WTREMOLD NM2DD0 SERIES WITH RECEPTACLES 24' aG SEE PLAN FOR APPROXIMATE LENGTHS OCCUPANCY SENSOR POWER PACK k RELAY SENSOR TO BE SUCH AS WATT STOPPER /W -IO00A OR UNENCO 8001500 E PHOTOELECTRIC CELL / SWITCH T TIME CLOCK SWWTCH ,q C1 DUPLEX RECEPTACLE (WP- WTHRPRF. GFT -GRND FLT) (SP-SURCE SUPPRESSION) (S- SAFETY OUTLET) DOOR 4-41 S PAxt .H9'Ca AS Fl1':£iE1.E POSSIBLE DOUBLE DUPLEX OUTLET (4- PLEX) (S. —SURGE SUPPRESSION) DISCONNECT SYATCJ4 (F=FUSED DRSCCNN£CT) COMBINATION STARTER AND DISCONNECT SWITCH ARCHITECTURAL PLANS AND DETAI 5. MAIN PANELBOARD BRANCH PANEL90ARD 0 TELEPHONE / DATA BOARD (GRND AS PER UTIL CO) — BRANCH CIRCUIT - CONCEALED - - -A- BRANCH CIRCUIT - IN FLOOR OR UNDERGROUND -r BRANCH CIRCUIT - HOME -RUN TO PANEL t DRAWING NOTE (ON THE SHEET WHERE SHOWN) MECHANICAL EQUIPMENT OR DETAIL SYMBOL 3 JUNCTION Box QT THERMOSTAT W/ 3 /4- CONOUIT W/PULL CORD TO MECH. UNIT* 5 HYAC SYSTEM SENSOR - SEE MEC14AMCAL * CROSS LINES SHOW / OF CONO'S. IF MORE THAN 2 GREEN GROUND CONDUCTOR AND ISOLATED GROUND CONDUCTOR NOT SHOWN. -"M'- FAN MOTOR CONNECTION POINT 4 MOTOR COHMNECTION POINT VOICE t OR DATA OUTLET (SEE E3 SERIES SHEETS) ® T.Y. OUTLET * SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND ROUGH-EN BOX MUD RNG ORIEJNTATT(N. ERrRANCE 4' SalA E Box RAP5ED RLN6 TO SIRS HALL GENERAL NOTES: (ALT sem) E.ECTRJGAL COMRACTOR %W.L COORDW4ATE ALL LAP TYPM AIN FIXTLRE itP E B�CUfE Of�RT6. 2 M417RIC.AL CONTRACTOR SHALL Rff$t TO 1RE hfGNVNIGM. DRAMIf FOR EXACT LOCATION OF ALL F£LN4tYGAL 59111 HEAT AND EFCTRCAL GfWECTiORS. 3 E ECTlb A CONTRACTOR SHALE. PROVIDE t W0W WGRKM CLEARANCE A5 PER NEC BEFORE INSTALLIN& ANY aECTRIC PAN85OR ,--DW "s 4 INSTALL ALL L)6HT F%TLRE_, M W.41A LAICAL POCM AFTER THE NFf,NANOAI 150AM E NT IS IN PLACE A0415T AS NECESSARY` . PROVIDE CHAIN "*EN ION KITS AS REQb. S REFER TO ARGHITELTLRAL RE'.ECCTB7 CEILRH6 PLAN FOR EXACT FIXTLRE LOCATIONS, C A246 TYPES, ETC- 6 ALL FLUORESCENT Fi RRES % ALL BE ° .ED KIN T8 (35K1 LAk" AND ELECTRONIC, BALLASTS HTH -20A THD. LKB56 INDICATM OR6RH 1 l3E:TRICAL CONTRACTOR SHALL. PROVIDE ALL CONCRETE PMTS AS REdMffi ON ALL ELECTRICAL F9IJIFt NT. 8 C.CFRI EXACT LOCATIO5 OF ALL TELEPHONE I DATA OURETS HTHI OiER PRIOR TO RCU6+ NL 4 ELECTRICAL CONTRACTOR SHALL HOME SVKCMES AT 48' AND MCLINT CONVENIENCE OUTLETS AT 18' OR AS SHOW ON PLANS TO PELT H4DICAPPH7 �ti it5. 70 LOCATE SkCC r:k OUTLETS ETC, SHOW AT ROOM ENTRY 00004AYS , AS CLOSE TO DOM PRA•E AS P09 , 50 AS NOT TO "Ofi5f HtN ROOM CABIMEiS, ETC. IT %PPORT ALL LWMT FlXTRP$ RpffeVEfT OF CENLN5. ,2 EL. 51RALL OBTAIN ALL APPLICABLE PEI"TT FOR THIS YORK AND PAY ASWCIATED FEN. O FAWRAN 24' NAIL CLEARANCE FRO{ ALL COK4WATNINS CABLES AND ELECTRONIC BN.t ISTS. N ALL BATTERY EXIT AND 8'1526@OY L.W 4f1A45 TO BE CONNECT TO THE 115i4r4EID LISS OF TIE LWNTN6 CWZW INN THE AREA AS PER CODE. 5 EL. %ALL VISIT THE SNTE PRIOR TO EYD 4E7 'R4DROUEAL.Y IRAST76ATE THE E 45TM6 COIDITKRG, AS THEY REATE TO THE SCOPE OF YORK MCR.B®. MAKE NECEYaV2Y P ROV610H5 N THE BASE BID TO ADEIAA1aY AC60WA DATE TNSE CONDITIONS ib ALL CONDUIT / WzB iAY I CAa.E'i, TO EE. CONCEALED 04 KANLS OR ABOVE C.E mSIS, IF ANY SWACE W' W 6 WLE5ARY, IT SHALT. BE A'PROVW BY THE AWAWr:r T I eC*AMR PRIOR TO. RECEPTACLE - B OR 20 AW RATED - SM SPeCFICATLOS. NORWL. POHER COLOR - MEE SPELS) B4EE6E CY Po)'w COLOR - (RBI} COVER PLATES - STYLE 4 COLOR TO BE AS PER Y ISCIFICATION5, CAR= Rk-e 2 TO BE HRRTBN ON BACK OF C4-AR WELT-TIP HAS HEN OUTLET 6 CON EGIM TO AN ameRiSEOY CA ar, OUTLET 4 COVER PLATE TO BE RED. # ALL RECEPTACLES LSW BI PATENT CAE AREAS, THE DEVICES AND WRNS SHAD_ CONFORH TO ARTICLE 5n OF PTE WC. RECEPTACLE MOUNTIN6 DETAIL RSL�I.1z', ELDS. Y4ALL— NHM 3R - LKLAO T46HT FL EX COMM RAH@ 36° MAX L£tN5TH iLYP} CoNve&w LNT;V (51M PLAN THS44MTAT OR -(- tfYJ4AN4GAL SHTGH T I Ian VMM s-YE RIFY HTH WA A9 661IN86C.E QTRE: ib CL. 0ONCi;em PAD TH.EiOOW / DATA OUTLET 6RADE g H>RiS4Gr� Q TV. MnEr I(1' CONTROL CONVW KF LL CORD KTE TO RESFECTNE INDOOR LMT OR LOCATE PANEL TO A AL POWTINS HEIS ii5 TYPICAL. RLS5 NOW OrH9445E ATL PAM- SEE PLAN, RMM AV ACE NT PROVIDE HOWU NS SPACE . B. COORDINATE COLLET H E0115 HTTH MY'tNt VERTICAL OR ARc*TrLTS MILU RK 04i95. TO S. _ 0. HORIZONTAL TO MATC44 * INSLft THAT CUTLETS HILL NOT FALL ENSTMS MVC4 5 (RTE j mw CABWETS 8AC.KSHhSR5l 4'- 0' OR NoRfm HIM 1AAW40TRO, ETC. 3, 8, D. ALL 5HTCH 5 AND INOWSTATS (OR AS NOTED) v 'To BE B P TO � DOOR 4-41 S PAxt .H9'Ca AS Fl1':£iE1.E POSSIBLE COORDINATE ALL TEi OE5 HM ARCHITECTURAL PLANS AND DETAI 5. N -6 CGLRDNAIE LIGHT 5HT6H 4 OUTLET IOR AS NDW) NEWS WIN AFCANTECTMRAL HANK COTM6 AM OR TIE HOB: 50 AS NOT TO PAL. HDHMY IN THESE F"51 yyi i ... _......._ . , FAA R.00R___.. RIGtE stcJ l_ : ............................... NCKSPLASHI Cf86ET Er- %ALL COORDINATE ALL PEACE WINTWIG HSTS AM EXALT LCGA" HLTH ARCIA 71AAL NTBRICR REVA11ONS REPORT COWILICTS TO A"TECT PPRIOR TO PCIU6� TYPICAL DEVICE MOUNTIN6 HEIGHTS DIAGRAM NO 5( ALE NO SCALE (ABOVE 9-AB) SUPPORT HRE BY H.5,TRICAL CONTRACTOR INDEPENDENT OF CEB.)N6 SYS'TM (TYPICAL) flOYER SLEEKLY C401W FOR CELINS OR YWLL '..P BOX i AGW5TiGy -''� CEUN9 TILE - %FFORT Ci.WR'ri ALLY RECD LI6HT FIXTURE MOUNTIN6 DETAIL NO SCALE ANCHOR SECURELY TO KAU W COST. ADHESIVE. 4k8k8 FLYHXV W-le N PANT WTYD� COAT56RFT` ENAMEL. WSTFw ANC FALSE FLOOR TYPICAL CONDUITS OUT TO VOICE/ DATA OUREIS, SEE PLAN FOR 51M ETC. (IYPI,A. TOP 4 OR BOTTOM OF BOARP) FZ.7 4' BICOLN6 UTILITY 5BWCE CODMT HTH BBLAIM aSHINS AT CONDW @D. (il KE`( NOTES ELECT. CONK TO P2NC£ A 4` PVC CONDUI FWM MAM TELEPHONE 80ARD I �� OUT TO TELEPHONE CO. O73VW LOCATKM EXALT DEMARK 3 `i LOCATION TO BE M02M OM LOCAL T89'VCPE W. EREtiT A UcFAELAND Ali -Ml t STRUT ANCHOR ,ASTTA L 06. AYW MI H INSS ON ALL COMWT ENDS. (TIP) TRB44CW J DATA Ems. (GYP) —120 V CKT, TO F043Z PANEL. 6m PLM (SQL -v WKZ*TN 3l4' C, R!5 SL, 6FOD, CONNECT TO Bl.D6. 6ROUD 5Y5TB4 DETAIL - TELEPHONE / DATA TERMINAL BOARD SCALE: NOW P.E. JIGS 14180 `' YME TWD E P BC 0. DATER ORIGINAL SO4M WAY 311, 2D12 a 8270 r° 1873 E Cd+ter ON FEE AT: 7T Ot' PocaNeNo, Imn 63" PA1tE ENGtiERP1G INC. F tai (2M 272 -4434 F- (206) 2n44Sl5 TAD Pti� 4 �c J MIEN DESIGN MIUM DESIGN 75 Swth 5G0 Wad Uc9a UT (435) 752 -450 si151CTURAL. p"iw" TAKER RIM &HAITI, k AWX %".Ih d 233 NetO, 1350 llst w 9—w uto 304 (m) 2N -8795 MECHANICAL QIQNFERM ms Wt Cnt. P.d" ki" 5.804 im (50H) 233 -m29 PAYE ENGINE231 6 W- TOO E. G9tr SL PmAde, ks*. ItM £2W 232 -AMID fm (2M) 232 -1435 z d n h� Q l l w 0) Z ! i D.5. 24 uF,) PLOT DATE DRAWING NO, ELI If OF - FI R160 STLii 0ONCi;em PAD 6RADE I(1' CONTROL CONVW KF LL CORD KTE TO RESFECTNE INDOOR LMT OR LOCATE PANEL TO ATL PAM- SEE PLAN, RMM AV ACE NT PROVIDE HOWU NS SPACE TO REfR16ERATION LINES ES AS REGIM ED BY N.EL. RUM TO FLAN FOR CiW4TITY OF COW, IMiS CONDENSIN6 UNIT - CONDUIT DIAGRAM NO SCALE (ABOVE 9-AB) SUPPORT HRE BY H.5,TRICAL CONTRACTOR INDEPENDENT OF CEB.)N6 SYS'TM (TYPICAL) flOYER SLEEKLY C401W FOR CELINS OR YWLL '..P BOX i AGW5TiGy -''� CEUN9 TILE - %FFORT Ci.WR'ri ALLY RECD LI6HT FIXTURE MOUNTIN6 DETAIL NO SCALE ANCHOR SECURELY TO KAU W COST. ADHESIVE. 4k8k8 FLYHXV W-le N PANT WTYD� COAT56RFT` ENAMEL. WSTFw ANC FALSE FLOOR TYPICAL CONDUITS OUT TO VOICE/ DATA OUREIS, SEE PLAN FOR 51M ETC. (IYPI,A. TOP 4 OR BOTTOM OF BOARP) FZ.7 4' BICOLN6 UTILITY 5BWCE CODMT HTH BBLAIM aSHINS AT CONDW @D. (il KE`( NOTES ELECT. CONK TO P2NC£ A 4` PVC CONDUI FWM MAM TELEPHONE 80ARD I �� OUT TO TELEPHONE CO. O73VW LOCATKM EXALT DEMARK 3 `i LOCATION TO BE M02M OM LOCAL T89'VCPE W. EREtiT A UcFAELAND Ali -Ml t STRUT ANCHOR ,ASTTA L 06. AYW MI H INSS ON ALL COMWT ENDS. (TIP) TRB44CW J DATA Ems. (GYP) —120 V CKT, TO F043Z PANEL. 6m PLM (SQL -v WKZ*TN 3l4' C, R!5 SL, 6FOD, CONNECT TO Bl.D6. 6ROUD 5Y5TB4 DETAIL - TELEPHONE / DATA TERMINAL BOARD SCALE: NOW P.E. JIGS 14180 `' YME TWD E P BC 0. DATER ORIGINAL SO4M WAY 311, 2D12 a 8270 r° 1873 E Cd+ter ON FEE AT: 7T Ot' PocaNeNo, Imn 63" PA1tE ENGtiERP1G INC. F tai (2M 272 -4434 F- (206) 2n44Sl5 TAD Pti� 4 �c J MIEN DESIGN MIUM DESIGN 75 Swth 5G0 Wad Uc9a UT (435) 752 -450 si151CTURAL. p"iw" TAKER RIM &HAITI, k AWX %".Ih d 233 NetO, 1350 llst w 9—w uto 304 (m) 2N -8795 MECHANICAL QIQNFERM ms Wt Cnt. P.d" ki" 5.804 im (50H) 233 -m29 PAYE ENGINE231 6 W- TOO E. G9tr SL PmAde, ks*. ItM £2W 232 -AMID fm (2M) 232 -1435 z d n h� Q l l w 0) Z ! i D.5. 24 uF,) PLOT DATE DRAWING NO, ELI If OF - FI i' G. 156 a 6FdD — t I I MASTER ENT, 805 a49W. 6@llERATOR C/T MAIN SWTCH PAJEL -V Pmm -'M' LIST. SEC" �,n,7 30 <A 20by 34 H I KR B:Ct OaW fir, +aA�• � 1 �.aoom aoE::� Boa • ., aao Boa ooa ° o00 Aso HmEl soa amp! on on no �lfflffll OQ 0 13 KE awnum om© ©Ml�. on HEM an E Oa am oo anm . no aem .so ao�.■ HSM900 SB/50 BOHHO TOTAL LOAD%PHASE AM" s! 74 sae S.C. KT W/� 2 A00@ .��.ea evrreelreve crt• SEE POOR P sm SEE POMP Fm III "I I w I I Ix, I I- 7 G. 4' 0.42500 MGM 40500 f I ELEVATOR POWER MOOLILE (5m MTAL THS SFfm') PAEL. PANE.. PA EL PANEL Y G. 406!0 a 6RFOO Y G, 41910 2G. 40610 6810 . 6PQI) too A W 3-P TRA}99R SK (E LOCATED OVTDX R. IIIT K/5T BE ma* 3R) PANEL PANEL 6RlO TIM LeAL WCH40 POWER Flix6R SEE PLAN FOR SIM ETC. IN TOP OF TO OETFLTORS AT E.PV. SNAPT ADPITION41. LEVE5 5 REGLOW l O W a EFV. LAY FA. C:AELE LPvE. 2 Q 2 f1YP) O 3 B.EV.G�'T $EYaTOR POi3R Lial$ i Bf ESPY. E60AP. `sPR.E3F MOOItE BY H.EGT. Q 5 fl VERIFY Cam NOTE 00 5$ D > , ROOM 1IN S.W. FIT i ELEV. fS#AP. 5 opm 6" OTfItT IN 6R LM6HT f5XT1.RP IN POYHR EpAP, i2F•i. �ONfl.1:T (IYP OF 4) H' a"J E —i \� ELEVATOR ice/ i ie . GONTROUM < ]ELEVATOR POYM VDULZ SUCH AS W,%W NL MMW AD.14 W TO B.EYATOR 120 VOLT ELEVATOR GAR LL6Nf GIRLEIR TO GAR LL6N! COHNWITM7N. GONTROUER E6110 4W- W- GAT 0 M2 T20 R2 K R N2 B F3 `✓ VBBF•Y EXACT COSWT" POINT WITH ELEVATOR EIAR•H{T, NPF OV SMIAL BENT M~,V -TURED BY 1LITY- 131F..E' 5 A C4EF rAEIL.E. Q30 MP ?-POLE ) 60C OM 50ft7Y 514TCaH PITH LOGKONC CAPABILITY. ® PROVIDE A r.9 OITLET, L16W FIXitlRE AHD SMITCH IN ELEVATOR PIT. VERG°i' G5COiCf T 5 FOR ELEVATOR GAR LIORM, CONTROLS, O)TLM VENT EXACT FLAC&DIT HiTH ELEVATOR PWALI8 LOCATE %4704 AT PIT ACCM POWER .APPLY ETC. FOR TkE ELEVATOR GAR. 5E£ NEC, ARTICLE 62053. SIGH TNAT LIGHT MAY BE SKTCM@2 YITMMOVf EME21N5 PIT. FWRRE TO BE 5" AS 413SE.L. *"62 V6&-IS PROVACE FtKnW GH EALN N4L OF PIT, FOR A T'E.3WW OVRET OR AMCTION POINT M EiIPP[iRT W AWY LOCATION t/,��J, TOTAL OF FOUR F [XTIJflL -. KK FL. IN PR TO NOT BE LJ55 TN2N 0, O 34' 60101IT FRTO MA TE OPNO E GABLE A5 . `LD SPECS PLAN FOR SYST@4 , P� ALAW CONTROL. PA1�. 515 FA ORAYN165 E4 SERtEe', FOCJT CAMU LeVEL IN THE ELEVATOR I IACHI E W TO BE A Hill: OF M FL. 314' C41WT CONIEGTICH TO B"ATCR GAR 5-ERSE 1GT PHtOE. VERIFY AT THE PLOOR, AS PAL MW AL. GONtEGTz" POINT. I> I'mr4mms tw VOLT MAT C.44l�Gt @RMiMRGY RTlR �.IFMJIA. SEE PLAN FOR ORGIT NO. I. CONTRACTOR SK4LL O3TAIH EXALT Ff15E ! C4W)AT SUE REIIIRW BY THE ELEVATOR 5a*" NT `tFFLIER PRIOR TO ANY RO1GN K 2. PRIOR TO ANY ROi 6 N GR MOIMTE46 OF ANY EaWleff M THE EEVATO R EiAPM@t[ R4. COORDINATE H ITH THE E.PNATOR Fa,R' lIR'HtT SUPPLER FOR PLA•Ct iNt OF ALL PA6_5, ETC. TO 0%FtE PFD ADWI NO CLEA RN10E4 ETc, . 3. ONLY EaAPM@NT tffiATED TO THE ELEVATOR SHAT L. BE ALLOi87 TO EE 'NL5TA m M TIE: EPI. 5i+TP, 14-44 NTH THE E>cirT10N CP ANY 5Pei`IA. CgXE REiJIRFi7 6MTEFS 9" A5 FIRE ABET!, ETC. 4, ALL 8-EGTRK,AL FOR a"ATOR 5F ALL LOWLY WRH ARTICLE 620 OF THE MEG, C46TO4 MAIN 5'. RW.Z SHTC40004 D d GET COWW, TO EE 9" A HOT qE' F47 UTILITY RFC. R TYWE TYPICAL ELEVATOR POHM / FIRE DETECTION DETAIL PRLMOE WMT41 HOT SFi,LLR10E UTILITY fRfti RN3 FED Clf COWARTMENT. *I% 3R C*6r WO AMP . THE MAIN CY54 RRENT FR01TLTION NO 5GALE 5WTMON TO NAVE A MAN BRFAKE2 AS RVKATW PROVIDE YM A 24' WIDE RILL SECTION AS SNOYl1. T." affIRE 6EAR A5$6LY TO EE RATED 42K (AG) I wv G. 402 64M I`V7 G. 412 6RND KEY NOTES (( EFCTRIGAL GOER TO FIELD VMPY THE EXALT FaM AO BREAKM SIZE OF EL.ENATOR PRIOR TO ORMINS EIREA � OR SENATOR POYB2 MODLLE..AWD OR M5oum AN 1 EXALT PLACff ENT OF 6E ERATOR TO EIE FIESO O£T15"NED. WORIAb+TE MH AROOTEGT AND 609PAL CORM PRIOR TO STARTI16 WORK. EXACT PLACZ W OF THIS SEAR, TO LE FIELD DETeR MED MO CLOSELY COORDft1ATEO WITH THE LOCAL VNJTY GO. OMtER, AND ARLHITEGT PRIOR TO 5TART OF WORM' PAO VO NHffi TRAWIN744R BY FOK R CO. COORDINATE AT14 POUR CO. THE EXACT PLALET'ENf. A. MCFARfA NID AR -2581 Mm DE" MM DESIGN 75 Satz: WO X.01 Lags UT (435)7$2-4544 i 5imicta L FNONFEIW Tmm 9MIN pm= a ASSOC 23I Nest+ f7SO 71st {151 OaeIMA Utah SW4 (9m) no--m 1ECNMCA4. 09 0191915 SIETEYS AS= 3LS MH.r c-t., H'acatsMq mc," SROM Pw. (2) 2�5 -01521 nCttwCU OnOM,lOS•1 PAY* ENBMEEFOO MC. 1975E Cob. 5L Pweit ft td" 832m (108) 232 -4459 F. (108) 732 -14m tu 2y� m i 0 Q� F IL } 6A5 LNRIE � E HOO AMP 3.P R a, MFGU WT OREAnR /j VERATON 126p% V 30 4W f HSOI.ATORS ... _.... _..._... GRADE i ______-__._.. -- .— _ _......._.----.._..._. ........ _.... _.._ __. ....... ORAIMM BY: JOB ti0: BLLYX KrR. I VY C, 402 N2-2 VERIFY CONF TlOk POINT II$. 424 i /• 6mv Am C.HRC.UHT 517E , /' DfECK0 SY: DATE t 10 -24 -201 _ ..2 _.. _.. TO VrLn Y CO. TRA W Pk. JO6 01H80 PLAT OATS: 0310 GL, 6RND. 6ROLI D -'- VMPY WITH POR R G0. R LOCALE %VER6ROW 5ERWE FEWER , q�, �/► �! DRAWING NO. me POHM RISER, DIA6RAM D m 827(1 _ j'"G EI2 MAY X M2 CM FU AT: �f ! 1- 4boIO, tiro &,W NO 5GALE PAYE ENGtrffRMiG NC. OF tel (208) 232 -44DT fm row 232•{415 I Qf OD0 P IMD I I MASTER ENT, 805 a49W. 6@llERATOR C/T MAIN SWTCH PAJEL -V Pmm -'M' LIST. SEC" 30 <A 20by 34 H I KR B:Ct OaW PAO VO NHffi TRAWIN744R BY FOK R CO. COORDINATE AT14 POUR CO. THE EXACT PLALET'ENf. A. MCFARfA NID AR -2581 Mm DE" MM DESIGN 75 Satz: WO X.01 Lags UT (435)7$2-4544 i 5imicta L FNONFEIW Tmm 9MIN pm= a ASSOC 23I Nest+ f7SO 71st {151 OaeIMA Utah SW4 (9m) no--m 1ECNMCA4. 09 0191915 SIETEYS AS= 3LS MH.r c-t., H'acatsMq mc," SROM Pw. (2) 2�5 -01521 nCttwCU OnOM,lOS•1 PAY* ENBMEEFOO MC. 1975E Cob. 5L Pweit ft td" 832m (108) 232 -4459 F. (108) 732 -14m tu 2y� m i 0 Q� F IL } 6A5 LNRIE � E HOO AMP 3.P R a, MFGU WT OREAnR /j VERATON 126p% V 30 4W f HSOI.ATORS ... _.... _..._... GRADE i ______-__._.. -- .— _ _......._.----.._..._. ........ _.... _.._ __. ....... ORAIMM BY: JOB ti0: BLLYX KrR. I VY C, 402 N2-2 VERIFY CONF TlOk POINT II$. 424 i /• 6mv Am C.HRC.UHT 517E , /' DfECK0 SY: DATE t 10 -24 -201 _ ..2 _.. _.. TO VrLn Y CO. TRA W Pk. JO6 01H80 PLAT OATS: 0310 GL, 6RND. 6ROLI D -'- VMPY WITH POR R G0. R LOCALE %VER6ROW 5ERWE FEWER , q�, �/► �! DRAWING NO. me POHM RISER, DIA6RAM D m 827(1 _ j'"G EI2 MAY X M2 CM FU AT: �f ! 1- 4boIO, tiro &,W NO 5GALE PAYE ENGtrffRMiG NC. OF tel (208) 232 -44DT fm row 232•{415 I Qf OD0 P W 1-0, M r— 3 TOTAL LOAD/PHASE "T'S AA*M IQ WT FFfFDOE CONDUCTOR SM SEE POWR RISER COWWT SEM SEE PMA WWR C5iECKED ffY" -79E DAT, ii 11. 0 1 M��.MWMEMA OMNI 1 m m TOTAL LOAD/PHASE "T'S AA*M IQ WT FFfFDOE CONDUCTOR SM SEE POWR RISER COWWT SEM SEE PMA WWR RE ice xIw PWT twt; ST DRAWING NO. an E. PA-sF -M Of"AL SmEa'l .8270,, Fu is OZEC~ PAYK W! UllIll W� Lid. WWI W M*W 232-4434 t. (2NV 252,440 OF m C5iECKED ffY" -79E DAT, RE ice xIw PWT twt; ST DRAWING NO. an E. PA-sF -M Of"AL SmEa'l .8270,, Fu is OZEC~ PAYK W! UllIll W� Lid. WWI W M*W 232-4434 t. 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COAX CURET, W TO AN ACCESSIBLE a.& SPACE, NTH A CLEAR PATH BALK TO BLOB. MAN TELEFNOIE BONiD, FLJSH N FLOOR PTIPER ND VOIGFIDATA FLOOR BOX BOX TO BE SLCH AS MM31 COVER A CARPET FLANSE NO. WBG (GOLLR BY ARCANO BOX ND. 35FW MI LY ADISTABLE) `.SERVICE PLATE NOS: 35FOW (C.ONvEfNGE LNLET) 35FBTP NICE / DATA) VE APT EXACT PLACEMENT NTH OWeR PRIOR To MK ROU61 THESE FLOOR BOXES MARE A FLOOR COVE I NS INSERT, IIE SECT. COMM To NC1.WE N HIS BO THE GMT TO PROVDE FLOOR COVERNS INSERTS FOR ALL FLOOR 80X(5. INSERT MATERIAL TO MATCH OR COMPLIMENT THE'_iW70LRORY FLOOR FINISH STUB IR A 4' WHOM NTH PILL COW FROM 'R' ROOM, an App R ?X 5' FROM BIDS. FOR RIII.FRE CONNECTION NO EXTENSION ON TO EX517N6 KADIN& EXACT 5nIB -OUT LOCATION, ETC, TO BE FIELD DEPEOT87. ` WOVIDE A 4' CON7IAT SLEEVE GUT OF 'IP RM AT APPROXIMATE LOCATIONS SHOWN FOR ROUNRY VOILE 7 DATA GABLES. PPOJDE tfCE%ARY FIRE SEALS AS t€GLVIED. l PROVIDE 11FO1.R) 4' CODUT SLEEVES FROM EACH 9T' RM TYO THROLISH FLOOR TO ACCESSIBLE CELM SPACE N LEVEL BEOH AND TWO TtROOSH NIPPER LEVEL FLOCK INTO WFHR LP43 FLOOR CELLRY SPACE FOR ROUTINS VMV DATA GABLES. PROVIDE NECESSARY FIRE SEAL ARCtW ALL GOHMT PENETRATIONS. TIE THE TMO 'R' ROOTS TOSETH9Z HTH A 4' WVW AN7 FILL CORD. EXACT .OIWT Sn&4N LOCATION N EACH 9T' Room, TO BE FIELD DETEI"ED. 9� W TO W ROOF MORNTEO CONVENIENCE OUTLETS. OIRLET5 TO BE YEATHE R PROOF NO SM PROTECTED. EXALT PLACEMENT ON ROOF TO BEST SUTE THE CONVENIENCE OF LEE BALD ON WA. EIMPFERT LOCATIONS. FLASH AND SEAL ALL ROOF PENETRATIONS PROVDE A 4' CO HI I IT WITH PILL CORD. OUT APPROX. 5' FROM BIDS. FOR RMIRE CONNECTION NO EXTENSION NIT TO UTILITY C.O. OEIARK. FIELD VERIFY EXACT �? PrwvDE Aw RSTAU A wP. SFT am E1' AT s6F�r ,-oR awsrrw LiSHTNB. EXALT PLACEMENT TO BE AS D�S7$l 8Y OY4Ei2 GIRf,?T VIA THE lKaFfiiN6 60HTT+O. PALE. 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EXAL TO Be COORDINATED 2O AT EACH VOICE / DATA OVI ET X-4- 5R NEED) BOX NTH A SN16L.E SANG MLv~, BOX TO AN ACCESSIBLE C CE6.MS SPACE NTH A CLEAR PA O ROOM. PROVIDE EACH GONDUT wTN 4 NTT).OI T TO VERIFY NTH 0N#m AL 9GHm PRIOR TO STMT OF � THE LT AND aAMM OF EACH OMET. OPROVIDE A 3/4' COU9T FROM . UP TO AN AC,C85HE Gl.b. -' 7.z. a A!A• ! SPACE, NTH A CLEAR PATH BALO . TELB 4101E BOARD. 111 ® FWSN M BOOR FON'R AiD VOIGEAAtA FLOOR BOX BOX TO BE SUCH A5 # W CM) 232 -4499 Im CM) 232 -1435 t CARPET RANSE NO, 35FBG (COLOR BY ARGIi1 9£ (436) 732-4544 BOXH2 BOX N0.35FBG (fiLLY AJJ6TAAE) We PLATE IDS, MFBRP (CO NBMWE OUTLET) 273 NmM 1250 Mrl PM 3"M (VOICE / DATA (601) 218 -6799 fEClIg6fK T31OEi m VERIFY EXACT FLACOW MTN ONER PRIOR TO ANY RRSH -k P..wk 10dw 63204 THESE FLOOR BOLES MaMI E A FLOOR GOVERINS INSERT, THE BELT. WMR. TO p F�m�(6j0�7)p23) --0�Mp MCLIM M H15 BD THE COST TO PROVIDE FLOOR COARINS 960M FOR ALL KOM BO)E, 6SERT ILATERIAL TO MATCH OR CZMKM fi THE SIRIVJVM4 FLOOR FH51L l l 51LB an A 4' OMM NTH MI CORD FROM TP ROOK OUT APPROX 5' FROM ELLS. FOR MMIRE Cg1lECTION AO EXT 606 ON TO EXISTING OXOMS. EXACT SYM-M LOCATION, ETC. TO BE FIELD DETE104INED. ® PROVIDE A Y C.OICUT SLEEVE OUT OF TT' RM AT APPROAMTE LOCATION SNOVM, FOR ROITMS VOICE / DATA GABLES. PROVIDE NEY.C56ARY FIRE SEAS 3 L AS R52AFED. �l PROVIDE Malta 4' C,OIUAT 9-MYES FROM EACH 'IT" RM TMD T{RW6H FLOOR TO NC4E56IEIE GEILI 1S, SPACE M LEVEL. BBOPL AND iHO TFRam UPPER LEVEL FLOOR INTO UPPER LEVEL FLOOR GELLING SPACQ FOR RanM VOK.FJ u DATA GAdE5. PROVIDE NECESSARY FIRE SEAL ARO,iD Al WHIM !35 4 PENETRATIONS. �, ® TIE THE TYD 11 ROO5 T06ETMZ NTH A 4' CON MT AND PULL CORD. EXACT L C.OUAT STL" LOCATION IN EACH 7P ROOM, TO BE FIELD OETERMSM. O UP t0 THO ROOF MOUNTED CONVBiENCE aM&M. OJRETS TO BE MATHER PROOF $ AID 6FCI PROTECTED. 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DO NOT INSTALL MORE THAI W) HORN 15TROCM ON ANY Y SIW5LE GLA 6 'A' SOMA.. rW.Ar. 017 NOT EXGB.V 40C FT OF NO 14 HRE IN THE TOTAL LOOP, 2 WPA AtlOhB HORN I5TROBE5 TO PE MOWTE1 AT A £5i6HT Rte BETHEEN 8O' TO 46' ABOVE FINISH fLOOR THE P! W16W 6 W. E T% COWZIS HTH OTHER TRADE5 OR ROOM RW6518N65, LOCATE A5 G 05E TO EO' AS P051 . NOT EXGkEVIN& W6 ALL HOWL / STROMS RI A C01+104 ROOM OR LIW OF SISK SNLALL BE LOCATED AT A COMliON Io5HT. 3, tL'idTF PULL STAT06 AT 46-48' Af.F. TO THE OF'ERATH & WdDLE TO MEET ADA REGM0143M. 4, DO NOT CCNtiLT THE FW w. ALAF�N ,S.Yw E STEM TO MY OYIGE WCH HA5 A "C R HH.D CONTACTS. I� , TA VIER, HOOD SYSTEM, MT DETECTOR ELL_ FALSE ALARM HLL TX41K 5, ErLTRICAL Y.OHTRACTOR SHAil riLPPLY AND INSTALL CONE)ZTOR alWITESS PER FRS ALAW 5Y51EM B.PPLER, AD AS RR W91A Alai IEC RE8R5. b. DO NOT WALL ANY 540127 OR HEAT DETECTOR HTHRL 3 T$T OF ANY AR DOTU5ER. 7, 00 NOT EYCED 25W FEET ON ANY AD0 5&b&E DEVICE RIEI 00 NOT E95® W OEVU5 ON ANY ONE MOWS5AME DE'ME RLRL 8. ALL AIR HANDLIN5 EWPhENT 2000 CFH OR MORE MJ5T BE %W DOW NPON FIRE ALAW A5 FM LLfE SAFETY CODIE i. 4. ALL CLASS 'B' IMTTATDI6 CIRWITS HTH ADDLE OEVIICf5 N® FOLK 1$D OF Litt RESISTOR'), O. IN CORRIDORS, HORN t STROBES MUST BE LOCATE? HTIIN 6' FROM BD5 OF GORRIVOR5 AND A tl i OF 400 5PAGN6. Ii. PROVIDE TIE RE(>7MM12 CAlDH.A RATIN6 OF ALL NOW I STROBES ACCORDIN6 TO ROOM SIZE, ETC. I2. HORN51 STROBES TO BE SYtraRONM To PROVIDE A 333 TBMPORAL. PATT13tH. B. ALL HRI45 AND C,ONXIT R0VTIN6 TO BE AS VEXR.18ED ON 5UFPLIED SHOP OR441465. FIRE ALARM PLANI 6 SHOW FOR 60E9,#,L LOCATON AND LAYOUT OLY. W. THE fN� ALAW .SYSTEM TO BE IN COMPLtWE HTH ALL AfPLVABLE LOW., STATE AD ADA;mam @@n b. PROVDE A MT DETECTOR FOR LNIT SILT DOHS UPON FIRE ALARM FOR ALL EXI5TN5 MELHAB.,A. UNT5 OVER 2000 CRt XT5 EX-8, E" NO EX-O. 5M MECiiAtYGAL FOR LOCATICklS. PE. 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DO NOT INSTALL MORE THAI W) HORN 15TROCM ON ANY Y SIW5LE GLA 6 'A' SOMA.. rW.Ar. 017 NOT EXGB.V 40C FT OF NO 14 HRE IN THE TOTAL LOOP, 2 WPA AtlOhB HORN I5TROBE5 TO PE MOWTE1 AT A £5i6HT Rte BETHEEN 8O' TO 46' ABOVE FINISH fLOOR THE P! W16W 6 W. E T% COWZIS HTH OTHER TRADE5 OR ROOM RW6518N65, LOCATE A5 G 05E TO EO' AS P051 . NOT EXGkEVIN& W6 ALL HOWL / STROMS RI A C01+104 ROOM OR LIW OF SISK SNLALL BE LOCATED AT A COMliON Io5HT. 3, tL'idTF PULL STAT06 AT 46-48' Af.F. TO THE OF'ERATH & WdDLE TO MEET ADA REGM0143M. 4, DO NOT CCNtiLT THE FW w. ALAF�N ,S.Yw E STEM TO MY OYIGE WCH HA5 A "C R HH.D CONTACTS. I� , TA VIER, HOOD SYSTEM, MT DETECTOR ELL_ FALSE ALARM HLL TX41K 5, ErLTRICAL Y.OHTRACTOR SHAil riLPPLY AND INSTALL CONE)ZTOR alWITESS PER FRS ALAW 5Y51EM B.PPLER, AD AS RR W91A Alai IEC RE8R5. b. DO NOT WALL ANY 540127 OR HEAT DETECTOR HTHRL 3 T$T OF ANY AR DOTU5ER. 7, 00 NOT EYCED 25W FEET ON ANY AD0 5&b&E DEVICE RIEI 00 NOT E95® W OEVU5 ON ANY ONE MOWS5AME DE'ME RLRL 8. ALL AIR HANDLIN5 EWPhENT 2000 CFH OR MORE MJ5T BE %W DOW NPON FIRE ALAW A5 FM LLfE SAFETY CODIE i. 4. ALL CLASS 'B' IMTTATDI6 CIRWITS HTH ADDLE OEVIICf5 N® FOLK 1$D OF Litt RESISTOR'), O. IN CORRIDORS, HORN t STROBES MUST BE LOCATE? HTIIN 6' FROM BD5 OF GORRIVOR5 AND A tl i OF 400 5PAGN6. Ii. PROVIDE TIE RE(>7MM12 CAlDH.A RATIN6 OF ALL NOW I STROBES ACCORDIN6 TO ROOM SIZE, ETC. I2. HORN51 STROBES TO BE SYtraRONM To PROVIDE A 333 TBMPORAL. PATT13tH. B. ALL HRI45 AND C,ONXIT R0VTIN6 TO BE AS VEXR.18ED ON 5UFPLIED SHOP OR441465. FIRE ALARM PLANI 6 SHOW FOR 60E9,#,L LOCATON AND LAYOUT OLY. W. THE fN� ALAW .SYSTEM TO BE IN COMPLtWE HTH ALL AfPLVABLE LOW., STATE AD ADA;mam @@n b. PROVDE A MT DETECTOR FOR LNIT SILT DOHS UPON FIRE ALARM FOR ALL EXI5TN5 MELHAB.,A. UNT5 OVER 2000 CRt XT5 EX-8, E" NO EX-O. 5M MECiiAtYGAL FOR LOCATICklS. PE. 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