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PLANS - 05-00393 - Madison Ridge Chiropractic - Sign
oi R URGIP (208) 359 -2309 Fax (206) 359 -2271 AREA MAP IDAHO _�1 N i i L 14114 L I,- JAR' -W ASSOCIATES R<: I I: T I< l l RJE DRAWING INDEX DRAMNG Noe G -1 IBC 2003 ANALYSIS TYPE OF CONST. V —B OCCUPANCY GROUP B ALLOWABLE BLDG. HT. 2 STORY ACTUAL BLDG. HT. 1 STORY ALLOWABLE BLDG. AREA 9,000 sgft ACTUAL BLDG. AREA 4.712 sqft SQUARE FOOTAGE MAIN LEVEL 3,133 sgft BASEMENT LEVEL 1,475 sg. ft. TOTAL 4,608 sgft SD -1 SD -2 A -1 A -2 A -3 A -4 A -5 A -6 A -7 A -8 A -9 A - 10 F -1 S -1 S -2 S -3 S - 4 S -5 E - 1 E -2 E -3 mr X I SEZ� &/&/05 GENERAL COVER SHEET & INDEX TO DRAWINGS SITE DEVELOPMENT SITE PLAN SITE DETAILS ARCD- TECTURAR FLOOR PLAN BASEMENT PLAN BUILDING ELEVATIONS BUILDING ELEVATIONS BUILDING SECTIONS DOOR SCHEDULES WINDOW SCHEDULES REFLECTIVE CEILING PLAN ROOF PLAN DIMENSION PLAN FURMSKNGS FINISH PLAN STRUCTURAL GENERAL NOTES SCHEDULES & DETAILS FOUNDATION AND FLOOR FRAMING PLAN ROOF FRAMING PLAN TYPICAL DETAILS NOTES DETAILS ELECTRICAL PLANS AND SCHEDULES CALCULATIONS & SCHEDULES ASSOCI A. MCFARLAND AR -2561 STATE OF IDAHO z Q o � i z caQ � w L� G �4 7 u o ✓� U 7 � � O o L 00 CONSULTANTS: STRUCTURAL ENBNEE MG Est 49 North 29th East, Ste. A daho Folls, Idaho 83401 (208) 522 -7356 Fax (208) 552 -9302 ELEC'MCAL ENONEERM PAYNE ENGINEERING INC 1823 E_ Center St Pocatello, Idaho 83201 2 — (208) 234439 Fax (208) 232 -1435 a 0 X v lu 111 Q IL A 11.1 z lu lu Z 0 a o 0 z LLJ C3 DRAWING NO. FILE 2B0 —G —CS * G -1 OF S89'4 '33 1310.98 NOTES N.7NDM-Z. a (D NEY! 5' GLRB 6 6UITER 2 -V - AN h-M PAVDK ° ® BYOYdlER (A R . DFY1hLK (APfER I.TD. £RO -EGT) 0 o`a'" m � «iboemd O5 FlIII.RE CURB 4 FAIRER BY IDA9O TRAl19PORTATION © OAK GUI E15T. CURB FOR NEW MW OT NEW N I� 516NA6 SEE DETAIL F W-2 OB NEW LiIJDF+GAPM6 _ O9 WA 4.0 .51DFYWIK ¢ — aS > 10 4 SANITARY SEWER l II 9NOW 9TORA6E AREh � I fl OD © , �L1 e x IL %) w U L1 LL O z z �0. �F it DRAWING NO or REVISED 6/6/05 PLAN sECr w fm DETAIL A Y� a (III III III III III IIEIII IIEIII IIIIIIIII III III III IIIIIEIIIII 1111111/ 11 - 111 111 =11-11 P SECTION s x s• �co� vAViNs 6' cgCAEiEYHLE/ WnQ2 riIW Lalin11.a6 �L�vAYIN4 u1 Ell 4 g.,Vkw �• < e% p o ,. — _ I I I� 111 _ I I I I II I I�— .�.� „ i "� �_I I I_I I n• annem� vw. _ =11 X111 -�11 n•asn�nu o o�� _ =11 EIII III° III° III =III III° III =III =1 = — i = I— III =III= = I- 11 -III III - III - III - III - III -III I I II I I EI I I I I II I I I I I I I I I II I I I I II I I I I I I I I I I I I I= III =111 III I I EI I1 =111 I I1 =III= — — — — IIEIII =III III III = III =III III =III 11 1iEIII III IIli l i 1 111 111 111 111 1I u1u1ID -��— _,_ „ —�� u,= DETAIL n DETAI c 1� ASSOCIATES STATE OF IDAHO �oa� m�mry Q — n� OD „`a, . a � „oa „...... e X IL w U Q IL O O F w v it '.. DRAWING N0. 1Bo— 5D -2 DETAIL eau �s F DETAIL E r rz IL 6 f I I f PLAN sECr w fm DETAIL A Y� a (III III III III III IIEIII IIEIII IIIIIIIII III III III IIIIIEIIIII 1111111/ 11 - 111 111 =11-11 P SECTION s x s• �co� vAViNs 6' cgCAEiEYHLE/ WnQ2 riIW Lalin11.a6 �L�vAYIN4 u1 Ell 4 g.,Vkw �• < e% p o ,. — _ I I I� 111 _ I I I I II I I�— .�.� „ i "� �_I I I_I I n• annem� vw. _ =11 X111 -�11 n•asn�nu o o�� _ =11 EIII III° III° III =III III° III =III =1 = — i = I— III =III= = I- 11 -III III - III - III - III - III -III I I II I I EI I I I I II I I I I I I I I I II I I I I II I I I I I I I I I I I I I= III =111 III I I EI I1 =111 I I1 =III= — — — — IIEIII =III III III = III =III III =III 11 1iEIII III IIli l i 1 111 111 111 111 1I u1u1ID -��— _,_ „ —�� u,= DETAIL n DETAI c 1� ASSOCIATES STATE OF IDAHO �oa� m�mry Q — n� OD „`a, . a � „oa „...... e X IL w U Q IL O O F w v it '.. DRAWING N0. 1Bo— 5D -2 DETAIL eau �s F DETAIL E r rz IL 6 T.v. I n n n I E - - - - - - - - - - - - - - - - - - - - - - - - - FLOOR PLAN NORTH N=R�AR-M a GENERAL NOTES sUn m mry c<a o 4em� 0 A OD OkbVLTNNR 5,;' 1111 111 a, 4' s X IL u w U Q LL p z ri 0 N_ I '.. DRAWING NO ,4- I REVISED 7/6/05 Or l0 S PoOL �� IIT IM ddV�TH 1¢B4� IW O T�jL o INLL p A IL[ T n� 0 °j I LF!r o e 0❑ R vare Ne �, a O rHITIKS � 9 PATI@R O WILL �% � S � iIffAT��•ar neE air 5 i�Anar iRSaTS�NT «i 0 0 ® ® o end NY I $ 9 n I E - - - - - - - - - - - - - - - - - - - - - - - - - FLOOR PLAN NORTH N=R�AR-M a GENERAL NOTES sUn m mry c<a o 4em� 0 A OD OkbVLTNNR 5,;' 1111 111 a, 4' s X IL u w U Q LL p z ri 0 N_ I '.. DRAWING NO ,4- I REVISED 7/6/05 Or l0 BASEMENT PLAN REVISED 6/6/05 A,,0, 71 , RR iAN .1RW M -M STATE OF IDAHO c<a o 4em� °ma �JK n� OD e x � w lu u Q ID Z � o m it '.. DRAWING N0. 511WdNC S n�l (tlxvPWE uExIIC) `qp! YNP FOd — zffvernlw NO E�tLL U II II II II III ��IILL PRE -FlMplp 1fl11 COPIC G'P 6 dtP FRCE! /EONf. GIP p e � o _ _, _ pt7Exp Ri t2' OG NFd'N11Ed IEpL s - �� �����■ - 1lmom ��■ 1�� �� INME 1�������������������4�Iq����� I III I Imo■ I III ■■ � MMMMMb�I ■ ������ ■ ME ■������� ■ ■ ■ ■ ■ ■ 1 ■■ ■■ i i� © M ����� i i 0 N EAST ELEVATIONS a P reuvntnx as — L-------------------------- - - - - -� J ,�,.o.... WEST ELEVATION REVISE=) 7/13/05 7, 7, B P RWD xR -2581 ' STAT6 OF IDAHO '. diog� m�mry «a o 4emd Q n OD o� WIb11LTNNR B ' X ' IL u IL 0 oa d Li ILI � o DRAWING NO . PHi6Elm IEGL D]PIC � Nc SFIW MEiMNlfll IEGL WPIlC � qP t 6RP EDGE Y/WMf. pIP /r CFAm R R qP f diP EE6CCE Y/LOMC dIP gSTNfU 6i tY O.G \ 2I q (CIWVNE NED11C) fMNf➢ 6T tY O.G 'H' Y iqy iN• by M• W M• �& -•d• M I W' F Madison Ridae 000 N�6». 11 Li r ---------- - - - - II II 1 II II 1 II II 1 __________________ NORTH ELEVATION wez� v +• =iw• WFggR II II II II SOUTH ELEVATION PEU2 trout m6epGmxr. cuP NVY � a�out�wv V NF6� PPfllliM 0 *o +'Y REVISED '7/13/05 NI IS 6 c<a o 4em� z Q A� OD w loa�,n_,aat B 1 A X IL ju IL IL U Q p ;.. ri s. Q W z v q it DRAWING N0. COMCBYID FASIfIfk � - eN� Y�EM fllNM6 fAt1FYm Ai iY ¢F� C� �YEAL ROOF 21 q (ERIIPoYE YEAIIt) EM WFFR C NRRR.RIm VEAL SOUTH ELEVATION Ywib' REVISED 6/6105 ASS�CIATEa B Dli A. NMARU b M -2561 STATE OF IDAHO c<a o 4em� A6 �JK n� OD ''.. W�b11LTANR 5 „`1111 111 a , 11, . e' IL x u 0 oa d lu ILI t�j �o '.. DRAWING N0. nao-w u� �_ OF 0 MMT NORTH ELEVATION sbue va.i.c / -_sEE Hla � � hrzv we r�i` � J.6NMIUl Y � 1 �/ _ �1 nell W S' dM O' U�BbE TM ➢9'X q .o v �,vMl°a smnas a`�i "vle•�,'�`xw .sw,wa- v,•s�o-uN � .s oErALLan -+ wamHnl +w+lK� rylya•X EA roc A i T vY wi SAIR6 YiNI[K dIR4gAre ..r •ahm x •yys• ®T w%' yy' vl�v�� x..v •'hMr rn•ow na xeA5 n1 "a •ETw ' cow snK © R64tBILOION RH IULL ® D/ IN F 115 rota IIb aslcE Fl /� I� — ��• re vw Fr b• o�. ( ` -? �y� l ' J I ' , I . I r L ` � uVY J. 6NATbN loo I =HEI�«�F k �,�•.re.E. ,.«Ex• I -o' EIEYM i b =x+sA•z,oa �'�® DETAIL arz• -I'� A.5 V 6LYA'rloN , �,E F.S���r xOC nNZ,(q HtlLZ�oF -t ' ,� J: SEE Ce/hLL ag= eASE a 1` to ro«c. ♦a«IDAnW WHL '�� STAIR PLAN E I� �II�INS.L�� Y[aMC.lawoc aJa9 Ai K•oz. DbSM K•oc. Ai6 -bB' re,ti9bM i� VaVlw• A3 �ELNA - ,o• IaM• TwE. LL n. Ar I, # D ETAIL va• -Iw• ae x r Ela l �rHNS �• W� Ar ra�9d Ar 2Y WcWe � ffi \ ` � 4 * �= sR rtroRNS HiiErsrsNL eiw�X HVI HiNI� sec i rh�Mi® / � —sEE DETH14h+� sff ee�h n /hn� � $� � ae1cK VNY6• wE of ^ aH v � :H DEETAI F sw� ry FNYM -VY LVL I Ai =x, Fi Is• off. W iB �PHN� � �w s [ELLINS IoB'o• WR,TFRin sirs•Xn,rz sw YH»R plml� Y Iw+I.M TIE /loCI6lIGd [ELL11G ruE LNi � flIS IEH+ mlEb NEHhBILIThrIOH W, va M H• We W¢„ n91 �, (y I-& „ f.FVl' LV 9 aN w>b M .. rJ A b �•s J S9lOat G y FT 110 ® s�,ta WaL ® ��� Y[aNC. n0oE �W(N �n x'J T�hr��� L5 � b0'd' 6NAnoN w V W6 `��_ J. noN a' «ISIG I�.v. WY�EWY9 1 =XagAr.•w,� a Ar.•w� —AT. ISSxxlfi• TraM _� KnMA bwc V MVA / ��-sff DHALLYA -b ���A A�ml�rs niRSM9M F i Ewsb Y14o �6n oa•MO M wA�uv DETAIL ErNa VYalb' h{ r II Ariova.in9 HerX nouPAG •4iiErsrsNL DETAIL 6 Z,5 b xtLLM sro AT I ��iso t Tw t»Se W.LLnls fY l- sHxr -Va• wl V h-6 V E1NAnON ^ ` HPJonW BErv®1PX � p iEls W/.ss A d r•e V � 4 ® w. �. sry rive vHCk VEIda vAIM 2 IrEI'�IA saiw nbil =x Ar K•OC. Koasn[AI «E iroE sloe ftl I- NYx•FYR' LYL ImN�MOIy �ESxsxyY � MWOC. ZM Mnl. �,•J S°reRCCa aI i Ar b•OC. Hits EW�� CKw �qc s'>e mtLL �YSlAe alsWN¢ o � arrv. y °. I I —T � wmr.5n. rnE x w . } 1 ' �� I . e« a ,E�.A,�, — � No.�nETALL Arx •w� — — T�Po � «..�ng l � 1 rmms�wai �T,a �' I f Mr•oz 5�• -{' BA9ELENr I , �Y.aoH� °. = •• s cow.WU SEE raw .� n cae.wa,. sexPVa sL D 5E phH I ] D4'49/,' HPlMbIF� W.— ��� DETAIL c DETAIL H DETAIL � HE rlb AS REVISED 616105 E^E�' °Iw• hG EHESY,Iw h5 JAMS A -IfJ'_ hb T=AW a� ; w vrx,+rs•w�. Tom r � a By H EAD B H4M6 c _.— Ab i -1— Ab vls•cre ° JAMS p - hb X 4 1' I "�/•TI s ru� sp• ere m �, m tNAx t m. t�,xi � w lmne,kz• Zvi m�xmn'e . slur Hn rrue r a HX � •� «n n � rya Iran w I1 JAMB J HEAD K HEAD JAMB M sWa I- VS••Iw• hb •.. I{rz••Ib• hb Y.Ne. I -yIb• h6 grglb fyx•Iw• hb HEAD E irz'•Ib• Ab 41' X I — I nom. �y�vAn+r H EAD N Vx•Ib• Ab BA�IxG� BAIX,� w xm sno �+vb snc rarweiim enl"`ur�" .e' m' ��" JAMB F JAMB a B 6 s[NS fyr•Iw• Ab -• r . I{rz••Ib• hb ;n•ere.m AW4 FaAiff Ej 1 4 JAMB P SILL Q scue IVx••Ib• Ab scue I- VZ••Ib• M D 0 0 R S C H E D U L E c D 0 0 R F R A M E D E T A I L S - - GLd21NG lVP6 pram �xmu�eo au4 SIZE — r " w � w a64' — i o F 3 � REMARKS O A 4' -0' H' -0' 16/4" hLUN, hNDD. B hLUM, hNOD. B/A6 5/Ib - - - 2 Q A 4' -0' 8' -0' 16/4" AWN, ANDD. A, B 8 gLUM. ANDD. wlA i /A6 9 0 O B 8' -0' T -0' 3/4" YV'»D PlAS. LAN. - A 4 H.N. PAINED WAb .VA. - - - - 4 0 O B 8b• 1— 16/4" f`L.Y.ID RA6. L.AM - A 4 HN. PAIN® I WAb -VN - - - - 5 0 O B 8'-0' T-0' I6/4" Y'K>OD PLhB. LAM - A 4 H.N. PAINED WAb .VA. - - - 6 0 O B 8'-0' T -0' 16/4" WCUD RA6. L.AM - B 2 XN. PAINTED WAE -VA - - - - 7 0 O B e'-O' TO' 16/4" Nl G PLAS. LAN. - B e H.N. PAIN WAe WAe - - - - 9 0 O B 8'-0' T -0' 16/4" YW»D PlAS. LhN. - A 4 XN. PAINTED WAE -VA - - - 9 0 O B 8'-O' T -0' 16/4" Nl G PLAS. LAN. - A 4 H.N. PAIN WAe WAe - - - - 10 0 O B B'-0' T -0' 16/4" YMa7D PlAS. LAN. - A 4 X.N. PAINTED WAB IM - - - II 0 O Is 8'-O' 1' -0• 16/4' YlMD PLAS. LAN, - B 2 H.N. PAIN WAe WAe - - - 12 0 O B i' -0 3/4" YV'JOD PlAS. LAN. - B 8 H.N. PAINED Y /fb Wfb - - - 19 Q B Bb' 7b' 16/4" f`Y.Y7.D PLAS. LAN. - A 4 HN. PAIN® wm WAb - - - - 14 0 O B 8'-0' T-0' I6/4" Y'K>OD FLAB. LAN. - A 4 H.N. PAINED WA. WA6 - - - 15 O B 8'-0' T -0' 16/4" yVWD PLAS. LAN. - A 4 XN. PAINTED WAE -VA - - - - 16 O B 8'-O' TO' 16/4" M.. PLAe. LAN. - B 2 H.N. PAINT® WAe WAe - - - - 17 0 0 B 8'-0' T -0' 16/4" YW»D 1l . L . - B 8 .. PAINTED WAE -VA - - - 18 0 O B 8'-O• 1' -0• 16/4" NKGD PLAe. LAN. - A 4 H.N. PAIN WAe WAe - - - - 19 • 0 A 5' ' 8'-O' 16/4" ALUM hNDD. A, A 4 hLUM, hNOD. B/A6 Alb - - - 20 0 O B 8'-O' T -0' 16/4" YYGD PLAS. LAN, - A 4 H.N. PAIN WAe WAe - - - - 21 0 O B 8' -0• i' -0• W4 YV'»D PlAB. LAN. - B 2 22 Q B 8'-O' T -0' 16/4 ' WXID PLAS. LAN. - B 8 H.N. PgINTBJ WA6 WA6 - - - - 29 0 O B 8'-0' T-0' I6/4" YWbD PL . LAN. - A 1 4 H.N. PAINED WA& .VA& - - - 24 0 O 6 8'-0' T -0' 16/4" yVWD PLAS.L . FF 4 XN. PAINTED WAb -VAb - - - - s e. x iPAMr sw mmsM s� wee rmirK W'o5B �.� r6'wx JAMB s sWdP� IYS�Ib• A8 W_ H EAD N l2'•Ib' /.b sp• e e eo SILL � L2'•Ib• hb «B.l 41 eBA9 neLL JAMB r Y.He� IVi�lb• Ab W �. NW. Faii4 C= R F9' erP. m 5IOE5 lH iU(n1RE r vAINr > culK aXn sun amts � mix I N� I RMie l l• l � H e vls• ae H EAD u HEAD v JAMB w . Vs�lb• AB - Y1'•Ib• AB VY•Ib• Ab FRAME PROFILES d a c 1 2 a DOOR TYPES FRAME TYPES �n vr•r -n ,wlb va••r -c H�E�4D A ih�ib' h.T su➢s JAMB s - Y2�ib' AT ♦ [wL. ' �' PWa�1�K SILL c 1— AT WINDOW SCHEDULE WINDOW DETAILS GLAZING TYP i — REMARKS A A A 1. h%DD. D BEM D /h0 Q/M - B B ALLMI. A%—. 0 PJA6 P /A6 WA6 - G G ALLMI. hil'JD. 0 PIM 6 /I6 wm - c c' ALJRAI. auoD. o ECM 6/M WA6 - G e ALLMI. hil'JD. 0 Wl 61M wM - D D ALLMI. ANDD. 0 BIA6 D /hb 4/A6 - E E ALLMI, hNOD. 0 B/M D/ M c/M - E E' ALLMI. ANOD. 0 BIM w M wl, - E E ALL 1. A%—. 0 B/M D/ M Q/M - F P ALL 1. A%—. W M P/ M 6 B A 1. hWJD. D B/M G/M 6/M - — „ T " 0000 ©2 g $ 00 =�DOsry ❑❑ ^rvry WINDOW i1'PES 5Wa i/a••i• -c REVISED 7/13/05 N�,'(j se �e >Iy Q I O - OD c� caramux� a r =�i ssrs�� ry Isoei sn -,as 4' B X IL k) w IL ' U Q O 2 � Q I '.. DRAWIN NO OF �0 REFLECTED GEILIN6 PLAN wssv+ -- inn NORTH F I N I S H S C H E D U L E 0 o 3 � ° ROOM NAME 3 m ; z — z — u REMARKS DESCRIPTION CEILITK DIFFUSER 001 STORAGE FS - AI Cl a�4" E FLOOR w w 4 m n Dneen n vem mYeWDgI ne ewDnnc B BASE Y eurm W WALLS n - . t m[ x rant[ a — C CEILING q s�xe e[?A � n� - J L.l > W J Z — Q 100 VESTIBULE F2 52 AI 02 ate" 101 STORAGE F2 B2 Al 01 H -0" 102 TREATMENT RM -1 Fl B1 AI 02 1'-6" 105 TREATMENT RM 02 Fl B1 AI C2 aE" 104 TREATMENT RM YB FI BI AI 02 aE" 105 TREATMENT RM •4 FI I B1 AI = I a'-6" 106 TREATMENT RM Y5 FI B1 AI 02 107 TREATMENT RM #6 PI BI AI T a'`" 105 PATIENT TOILET P2 B2 y41 01 1' -0" 109 PATIENT HALL Fl BI AI 02 1'-6" 110 REHABILITATION RM Fl BI AI 02 10 III DR. BATHROOM P2 52 Y41 01 1' -0" 112 AeAY FI BI AI C2 a'b" 10 RECEPTION Fl B1 AI C2 114 DARK RM F2 1 52 Y41 CI 115 CUSTODIAN 1` B2 AI 01 1' -0" INS HALL FI BI AI C2 1'-6" 117 OFFICE FI BI AI 02 a'," US OFFICE FI BI AI 02 0 119 oFFIOE FI BI AI 02 H'b" 120 OFFICE Fl BI AI C2 a'-6" 121 STAIRS FI BI Y41 02 VARIES 122 AAITING FI BI Al 02 V -6" GEILIN6 MATERIAL LE6END HARD GEILIN6 2X2 LAY IN ACOUSTICAL TILE --IT REVISEe 8/02/05 ASS7CIATEa TAY N ND AR -2581 STATE OF IDAHO s so$� m�mry «a o 4 Q n� OD D)NSVLTANR 1 s 1 s� 1111 11 of A IL ju a �xesl ssrmoz Av IzAa, zn -,«� 4' s ' X U D IL Q IL ri J F EY J L- f a o '.. DRAWING N0. seo-�� —Se LEGEND Q ®10^ LIGHTIN6 SEE ELECT. D F DRESCEN LIGHT © EXHAUST FAN RETURN AIR GRILLE CEILITK DIFFUSER ROOF TOP UNIT L - - -L REVISEe 8/02/05 ASS7CIATEa TAY N ND AR -2581 STATE OF IDAHO s so$� m�mry «a o 4 Q n� OD D)NSVLTANR 1 s 1 s� 1111 11 of A IL ju a �xesl ssrmoz Av IzAa, zn -,«� 4' s ' X U D IL Q IL ri J F EY J L- f a o '.. DRAWING N0. seo-�� —Se ROOF PLAN NORM1I DETAIL a yr . iw• w neu n� iwm A- arx YB!®e RaB I�4-� DETAIL n d'Y • ib` M s AT R� DETAIL n r LV iJ AT b•oU u� — AT—Off. DETAIL ^ waxes+• - iw• S5 �l I1TEa B i A Y ARUND AR -1581 STATE OF IDAHO '. d iog� m�mry «a o 4emd IY ✓ _ >Iy Q I O _ A OD ;aa, 5z;';sss a, A a � e X bN W W U WW O y j K Z oz 0. Q a e '. DRAWING N0. zao-��s ---k &ENERAL NOTES REVISED - r/&/Os FLOOR PLAN DIMENSION FLOOR PLAN sway, na NORTH I I I I I I ------------------------ ° - - - --I FINISH PLAN NoRTN rMx P � TYPICAL PIXTUM MOUNTIN6 M a AS7,71 , A. IICFYtlAND uhL561 STATE OF IDAHO oh I!M� CD 4g �° � z >I y Q OD �� a 7,. ,% a 3 12A n ,'a1 4' a ' w U Q LL O O d 0. 2 L DRAWING N0. ,ao-,,. r,�_ I e�nE IR RB04BI�LIT b TX --- - - ---� ❑ Y� 0 I � I f 14. vy . xecanoe Im E125:1 .0 m I I I I I I ------------------------ ° - - - --I FINISH PLAN NoRTN rMx P � TYPICAL PIXTUM MOUNTIN6 M a AS7,71 , A. IICFYtlAND uhL561 STATE OF IDAHO oh I!M� CD 4g �° � z >I y Q OD �� a 7,. ,% a 3 12A n ,'a1 4' a ' w U Q LL O O d 0. 2 L DRAWING N0. ,ao-,,. r,�_ I GENERAL REOUIREYEIITS 118E P1m W WY WaR WE 1aWni W IIamAA baxn 1E6WYp 61R SWM WEWNea WWHSWma Ben6EYNWwW YmrtW rt6'I66xN0yxAigYY lH.If HIIHYW IBBm pWNENImAE AE9aEPPaa EPm6WB� W W 9XWY P 116E A1WR f Y W WmfO1M,M mYYCg1LL lef WwE� NwwmswW mm film¢ Rm uamWe Ps W Nm\4YW 2 YSA9Wma1 WIEN WIIAMm BmmW E1w4CIN �� �W 1mYPAmiEn E WNn x WN Pm aNaLr Wm a 1 116E GIWW I RRW SPBN 116 p a 11MEH w11E1 W m16WE1P mYIYEEtYW Em4 \ImO6P[Rm6meIP EYS N 1®1n 63WfE6 NE 6WY16. RPW EM WBWWB aaxN WWFnH FamY. WO4 PPE. 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G /SSW — — iF14 S1YP •4101�0�/�41DIR — — �;tl 51@ W N P`m0N1PYF a n!R N � W, mmflF WIIYIF Ym WIaY B65rt[ W S6E aEP6Al Z WIIYAI Y6AN 5➢AmW YaNE Ax nanYu m NRSE � W1w SOPA'R1811EN PEAL W YNF e wVAB F WP U[ R wR6 mIC P641F W OrtYAE E REI RZ fm YBYa � wm� E mEU RRW rt� mom W maW a [FaY2mmuLw2 XW XPYYm IA6 YUM11Y m ws SrorAF w1 L wm N mN NAf HWgIW m WIE NYPaI m N W uwwEEYR ua uYW Yw aW mE EPIf a PNW VL WR � 1u1W RUex Pa IEFIeRmenF m m roA1ERwuW Yr 9H uWnm M TP Nn m mia mr a m46m 1W aoa H mraR1W R mr 51RW lm m1umB N ffiSWL 56 aMn YIAE mE N � Iw6 mIWlE a i YE rtuE YAX YYEXI SHEET INDEX EET Nft SIM IRE SD.1 MN SID AfflR 9ATIN5 SHEET INOEM S12 TYPICAL DETAILS S1.1 FOUNDATION PLAN S21 MEZZANINE PLAN S11 ROOF FRAMING PLAN S4.1 FOUNDATION DETAILS S5.1 MEZ2ANNE FRAMING DETALS S6.1 ROOF FRAMING DETAILS � — ASSOCI ATE, A. NYAIID AR -2561 STATE OF IDAHO s sh m�mry «a "o 4em� ��•y Li] A DD '.. W1b11LTANR '�za"a szz�;35ns `a::a� a r =�1 ssrs,oz lo. (ROeI Rn -ia35 4' B X ' IL k) W V Q LL O N QB o it � wF II '.. DRAWING N0. OF 5 PLAN SCHEDULES ZrET�lb ( D A - E;r:-. �t 1 , � @-, 1 cwr 1-1 Pl— W/ HIM i. ,nom �wnaxuFre —AT A' A' ,SS(AkIE B N T T, AR-M STATE OF IDAHO �JK OD L IL ju IL IL lu lu -1 9 lu Ea Ea II '.. DRAWING IA OF . FOUNDATION PLAN L FLOOR FRAMING PLAN FOUNDATION REINPORGEMENT s REINFORGN6 8" LONGREfE k4 DO O I ' i T. k5 ®14' OL 5 k5 TOP ! BOTTOM 10' OONcRE B' -100? 12" O.G. T ><4 • ' - Y5 TOP i BOTTOM a ion • �� � _ _ __ ___________ 4 1 I ems• .... I I � IT I I LE J F-- - - - - -- �..� - - -- L_J L l I I I I I I I _ o.., =� - - -- i - - - - -� — ---- - - -- 9a I •I I �I Is I xl I I ° r J AI -- - - - - -- —_J L- - - - - -- — J`L - - - - -J :1 TO.i.�aVY li 96 a � °�� r ToF.•vA'9N F —_____ I'I D FOUNDATION PLAN L FLOOR FRAMING PLAN FOUNDATION REINPORGEMENT s REINFORGN6 8" LONGREfE k4 DO O I ' i T. k5 ®14' OL 5 k5 TOP ! BOTTOM 10' OONcRE B' -100? 12" O.G. T ><4 • ' - Y5 TOP i BOTTOM a FOOTIN6 SGHE ULE MARK s REI IDTH TN THICK. 12' 1 E 4 T. 24" G ISE F -2 1 T. 12' 2 k 4§ T. F -B 4' -O" 4 -0" 12' 4 k`i BOTH Ys F-4 12" 12 12' 4 Y6 BOTH WAYS FOOTN6 cOWzm DE516N 2500 F9F REVISED 6/6/05 ASS�CIAT7, i A Y MIAND M -P STATE OF IDAHO c<a o 4em� °ma r � z >I y Q A OD °n "l 1,1_111 " z 4 0. e X ' w R IL O ri F uW� d F Q '.. DRAWING N0. I OF 5 MM - ASS (jCIAI Ea BR i A N .1RIM M —E HEAVER SGHEVULE STATE OF WHO ° mmm iR�li56 ® (2) X "d • L.VL. r m•aG I A © (I)! 'YY 6LU LAM $ 5xxrh k396X3)Ni' @ CS»+"'X9�i'LVL. & r �sexi>d �XSXG' � a A II, I I III I III I I � — I I I ox� � mm� ¢ �•ac. I I II I II I I I,I I I I I I I I O _ 4-- -1 L L_ _L I � I �ti - -L 'f r A �I - -- - _ 9�rAa HUi I — I I I fir— �I f , I Ilr ti I •� -- — n zs�n can s:. n — r�, frz�l ssx �yXyyy.� rio�aa�o abo — — _ I N , �, (1A sn �a3s �I � I,I I r F - - - - -___ - - .. F NVL 5[ IBME li evcne rrNi II� ©I II I, II I L I7 s ll II 13 - I 77I —� IL iU ju �A�� II t II II °Xis V Q d IL IL 0. I ii I III I I III II I I e � I I u 7�� I I i I III I I III — I O I I I I I HY6Xd)Gi ", I I M W I I I IL o U } ROOF FRAMIN6 PLAN o NORTH I . DRAWING N0. ,an=a �5 -4• �EViaE� - rnsios KEWdNII€ 1. SW FROM END OF UPPER LEVEL SHEAR WALL WHERE INN ON PUNS. INSTALL ON DBL STUB - EDGE NAIL SHEATH NO AT DOUBLE STUD 2. NLL HEIGHT DOUBLE STUDS AT EACH END OF SHEARWALL UNLESS NOTED DIHERWISE ON W% 18d AT AC. DBL STUDS 3. EDGE WRUNS AT ALL SHEATHING PANEL EDGES PER SHEARWALL SCHEBUIE - STAGGER WRIS AT DBL PULE OR STUDS 4. HOU-N TO FOUNDATION W RNCHCR RED, V. - LEVEL AT OF SDN FARWALL WHERE INCHATED VS E. ANCHOR BOLTS 1O FOUNDATION DR WJL�� S IX D DUI-E B. CONIINWUS M SOLE PIATE. J. FIELD WRUNG FROM S END PER SHEARWALL B. SOLID 2K BLOCKING AT ALL PANEL EDGES 9. VERRCAL STUDS AT le O.C. 10. PRWIDE ADDITIONAL KING STUDS AT OPENING PER PUNS OR SCHEDULE 11. SINCDBL PER IYPI qL �EWIS 12. CONNNUE TDP PIATES CVER HEADER 13. WOOD HEADER t4 �PRWIDE �mO TTRINM� WHERE INDICATED ON PUNS 15. WALL SHEATHING PER SHEARWALL SCHEDULE t6. AS LI OCCURS S, , SE PLAN STRM rl PICAL SHEARWALL CONSTRUCTION ���Pyy..,,, ci p / . ,>r L WALL sHEA1Hl1-C AS oCCU1ts \`` W-C' D Otl FOR /i4 AND /1R Iuwavx, sEE PUN 3, WOOD STUD NALL 1 S FOR /5 AND S1lgLLf12 d FOR (�R THRU pB ® 4. 11- WALL, SEE PUN 3 N 4 0R "RSUPS AND 116 ONLY tl" OF p5� SL.N FOR /e THRI /B 2. 3 -Btl WRIS, OINCHEB yT 5. WOOD AFRIHMENR SEE FKKDOVN CONNECRON SCHEDULE tY o-�..., B. ALL RNFO D0.CEMENI BE - SWVL LESS OR ED OTHERWE ON PVWS 3. WEB SFFFENFlS 6. EDGE WILING, SEE SHEARWALL SCHEDULE PLAN SECTION A D O B. 2x TRIPLE SNO R. WORD FLOOR JGED (2) PHD8 HOLDOWNS 5 /BxJ MIN t. NIN ' x3 IN NIN B V cr Z v PLAN HTT PHD LTT HOLDOWN , 1. SPLICE LENGTH, SEE SCHEDULE .. CRL 2x TDP PU 3. HPIS BEPREEN SPLICE LN-DN SDOOEAEC, SEE SCHEDULE NoIE. A SPLICE REDUIRED DYER ALL SHEAR NO�TFD ON PIANSE SPECIFICALLY B. DO NO �INIE NDN- SHFAR WALLS OR TOP OF PMUPET PALLS BE1 OCFUPoJERS . EEmDgB: t. D = FOR !3 R� tt WER 2D' W-C' D Otl FOR /i4 AND /1R e 1 S FOR /5 AND S1lgLLf12 d FOR (�R THRU pB ® SCHED L WALL SHEATHING AS OCCURS 3 N 4 0R "RSUPS AND 116 ONLY tl" OF p5� SL.N FOR /e THRI /B 2. 3 -Btl WRIS, OINCHEB yT ddlb� tY 3. LOWON OF SRUP AT END B. ALL RNFO D0.CEMENI BE - SWVL LESS OR ED OTHERWE ON PVWS , 1. SPLICE LENGTH, SEE SCHEDULE .. CRL 2x TDP PU 3. HPIS BEPREEN SPLICE LN-DN SDOOEAEC, SEE SCHEDULE NoIE. A SPLICE REDUIRED DYER ALL SHEAR NO�TFD ON PIANSE SPECIFICALLY B. DO NO �INIE NDN- SHFAR WALLS OR TOP OF PMUPET PALLS BE1 OCFUPoJERS P uINIUUM SPLICE L�ERg WER 2D' W-C' (38) 16d FWIS LESS THAN 20' 4' -O' (24) 16d FWLS T STANDARD REBAR BENDING DETAILS rcl PLAN - TYPICAL CONCRETE CORNER rDl TYPICAL TOP PLATE SPLICE Y , KEYNOIFY 1. .- NDRNG OR FOUNDTON z. N cLEnrt CE AROUND Lg� 3. P ZY PIPE 4 PRIOR TO NO PUC�NIDJT. FOR. 4ANE WID1H AS NDDN. B. CWLURANCEN UAL TD SLEEVE S. Y-v LRe)( WI T WHERE iR_ N SaLDNa3L ENGINEER ORN PROR G ro PLACEMENT OF FO J R PH.-AND RECO'PAOT SP" CARONS.'IN BOx AND B B. OMM OF TRENCH PAR3LLEL TO FOUNDTON SHALL NOT BE FRO'BOT TMN IpM EDGE OF S LO PE FODRNO EEYtlQIIn: 1 IX R- N I AND PLANS 2 AND 3 ACE OF REINF IN MALL SEW✓Qffs: ' T[�1 1/4 9UB 1Ma(NES2 2. COOMPAC1ED SSUB�OWE.. SEE PORT n CONTROL JOINT IN CONCRETE SLAB ON GRADE ...E.- NAILING JOI ST OR MM BLARING ON PL OR ORDER TOEWJL 3Ntl BRICOINO TO JOIST. TOEWRL UCH END 2 -Bd BOLE PUTS TO JOIST OR BLOCKING FACE NNL T 11 O.C. P PULE TO STUD UTS END "L TO EACH STUD TD SOLE P 4 -Bd MIML OR STUD 2 -16d END WVL CS FACE NAII, UND 1. Ai 24 O.C. TOP PLATES. LICE NNL UNO 1. Ai 11 D.C. P PULES. WG AND INTERS -NS, FACE NAIL CEILING - TO PU MENAIL ] t� - NUOIJ S HWER TO MD TOENVL CEILING LSTB UPS OVER PARTIIQNS, FACE NAIL CE JOLSiS TO PARA R-ERS FACE NVL RAPIER OR TRUSS TO PULE TBE WRL 3 -0d BOLD -UP CORNER SNOB, UND O.C. NmES: t. u N 5' OR GSN. g CODUo HEREIN HNI-S NE USED. 16d WJL�.S LNY B - C uNON OR SINKER 2. WRUNG NOT NOTED I -ERWBE SHALL BE PER UBC TABLE 23- II -B -1 n TYPICAL UTILITY TRENCH AT CONTINUOUS FOOTING n MINIMUM NAIUNG SCHEDULE n CS16 STRAP AT WOOD STUD WALL � xR auE � w cuE '� xR RwE "V PAN � 3ECTI N D I E STHD AND STHDRJ HOLDOWN + DaldLUT �B9D BRN NM ®IGFIaq M6a NBOtf 'IFY (tlt NRNI a BINS L sYN1151W11R -II 9I WBY£ NOEL SHAY (M110. 5D� amcmnEmaranmuas Nm I rm�mB tam wYwn a m3WE J YBE: mlarR mat�a IIBf aNaa p BRAY&tlEa NOEIR IO as xnFN- WWBmRmxwaL'R NVwmN n TYPICAL HOLD DOWN ATTACHMENT n TYPICAL WEB STIFFENER ATTACHMENT n TYPICAL SHEAR SHEATHING AT WALL INTERSECTION rl TYPICAL EPDXY ANCHOR DETAIL '� xR mNE � xR wNE a „.. u xR sww.: KEWdQlli NOTE. 1. SINPSON - STRAP W/ Bd A AT CONTRACTORS OPTION STRAP W . AT 4 O.C. DAY BE CONINIJOUS OVER OPENING WroD stub WALL. BEE P- BDC PER SHEARWALL SCHED 4. WALL SHEATHING AS OCCURS FPIAY.IN HBI AT NO 911011E R EE vD � NN '. SHE--- LING PER SHE NL-RIBRa t. 1/S' - 2 1/4' DAP Bm AN 1V ® SCHED L WALL SHEATHING AS OCCURS 2. 3 -Btl WRIS, OINCHEB yT P tY 3. LOWON OF SRUP AT END 3. WEB SFFFENFlS UCH SIDE `V \ OF SN . SEE P"R' NR -E OF AF 110 JOISTS: w 0 JOIS15: JOISTS: 5 /BxJ MIN t. NIN ' x3 IN NIN _ �J A NLL HE" WOOD STUD 1VP 500 JOISTS: 4. 3 -Ild 4 NAILS nR exFeTHIUC eT S 1. FADE- Ai le O.C. R. RISgNCE FRB' CORNERS PC ND1F. ® EN M I OF STRAP EgWIS WALL u Z J FAR SHEATH ND NAY BE ENSURE BLACKING F15 I RGHRY ALONG BOTTOLY CHORp : �Lt INFERR UFTm Ai INTERSECTRG PWLS WRO TO BPACEER NWRIDR SHFARIING AT 0. tBtl FACENAIL AT e• O.D + DaldLUT �B9D BRN NM ®IGFIaq M6a NBOtf 'IFY (tlt NRNI a BINS L sYN1151W11R -II 9I WBY£ NOEL SHAY (M110. 5D� amcmnEmaranmuas Nm I rm�mB tam wYwn a m3WE J YBE: mlarR mat�a IIBf aNaa p BRAY&tlEa NOEIR IO as xnFN- WWBmRmxwaL'R NVwmN n TYPICAL HOLD DOWN ATTACHMENT n TYPICAL WEB STIFFENER ATTACHMENT n TYPICAL SHEAR SHEATHING AT WALL INTERSECTION rl TYPICAL EPDXY ANCHOR DETAIL '� xR mNE � xR wNE a „.. u xR sww.: KEWdQlli NOTE. 1. SINPSON - STRAP W/ Bd A AT CONTRACTORS OPTION STRAP W . AT 4 O.C. DAY BE CONINIJOUS OVER OPENING WroD stub WALL. BEE P- BDC PER SHEARWALL SCHED 4. WALL SHEATHING AS OCCURS FPIAY.IN HBI AT NO 911011E dWSO NL-RIBRa aeNE AN Y Bm Bm AN 1V 3'T yT P tY + DaldLUT �B9D BRN NM ®IGFIaq M6a NBOtf 'IFY (tlt NRNI a BINS L sYN1151W11R -II 9I WBY£ NOEL SHAY (M110. 5D� amcmnEmaranmuas Nm I rm�mB tam wYwn a m3WE J YBE: mlarR mat�a IIBf aNaa p BRAY&tlEa NOEIR IO as xnFN- WWBmRmxwaL'R NVwmN n TYPICAL HOLD DOWN ATTACHMENT n TYPICAL WEB STIFFENER ATTACHMENT n TYPICAL SHEAR SHEATHING AT WALL INTERSECTION rl TYPICAL EPDXY ANCHOR DETAIL '� xR mNE � xR wNE a „.. u xR sww.: KEWdQlli NOTE. 1. SINPSON - STRAP W/ Bd A AT CONTRACTORS OPTION STRAP W . AT 4 O.C. DAY BE CONINIJOUS OVER OPENING WroD stub WALL. BEE P- BDC PER SHEARWALL SCHED 4. WALL SHEATHING AS OCCURS I' ACQ5TILAL w.GT lIIBtW N1BtI0R X'1W(i0 FXI@JLYAIGT M1KIUlION 34'HW(TO OFwIGT. FIRST SFPpti oNALL RqW RGIU FNR4MCRi . rP.GIUSPA� wL'T YY•RKHD FRTN65 1 1 NFR1N6 dIGT 511+Y Rim Fd6G ft00ELE91NPLY II 4 w.GT TOL911N61NF1CfR _ - — .... -. 69'W1X L0161N OCT J . 1 I Y416.1E I L&lE RH(dIGT iO RITIIp 4 � WNZNR��J � L 0.MPMWl N1H51RAf MlD \7 �... �r�WlEftO(GL'TN RfLTNWal6AR RqW RKIUAL'T. SGRFNSOLIUT TH flTM ' w:NIWIM 9NPLY wIGT ATIILH TO RGIUwL'TW1NtFJW 5w OPFM MAPV J�RgYIY TO LAYS P IAY�II LEYIY6 CEILIN& DIFFUSER DETAIL WITH FLEXIBLE DUCT NO SCALE MECHANICAL LESENIP SYMOL I DESORIPTICN r:El I EJOW15T 6RY1E L7_L_ IceuYS wFFUSSC fJ IFXNNbT ceuRZrnua® FAN - 50CIATEa YCFAP,IAN6 AR -2561 STATE OF IDAHO �oa� m�mry «abo 4em� O n� OD W�b11LT6NR a z ` a rx�� ssrs�o B X Q IL U 0. � O O O � 0 X 2 Q it '.. DRAWING 110. OF PLUMBING SPECIFICATIONS *a � i ,.tee vav Pveno eb e « i�-4 zw�ff �vxres�w��sww,yPE - - n PPR A r �P"m «oa;9zaa 2 axoJmEN'.i6a W+16a AnvFSro� AT Nii0e WN�6a MRPSa+s H+E 1bT VFx°A—Ai li'.� WN P6miPP as M — oP Fl %h AT B �i � I 116LM1IDMn0I4VmW �9� � X I u B � a BTU w 7=1= W l__ -M I ,7u6u, �caw PORPwwa u _ IL _._ RN CIPM1NSAHO nuzxMZ ACwenAw.E w+° O �' N z BAESMENT PLAN — PLUM5IN6 NORTH zi '.. DRAWING nao-�o� N0. � TR I Ifl I IIB 1 1 [II — p.Y12 II6 _ I �' ARK I G5i TR D � 114 I I � 'k� FIk O � ITl m• NALL 6roR.f,�yESr 11 llafNT a4 _ I � J � 1 TREATI`IENT a3 TkEAIMENi a2 / I I 105 104 103 0 mEATnENT al 2 i FLOOR PLAN — POWER I KEY NOTES ITSN o 51N 5NA N —P— O— ON, —OLaKOFF � �� r 4• PL.w� �KS�AR� EoR DATA ANA PANE �,IPISv,IT. PR�,�I� AID II�TALL A �,� �r��o oF-RK ®� T, aIP. �AKEaINF�N E FO NI— . O 05AL .F-- A6AS -15�o� © EE F LaAT10 IN R R IIa SN L N SFLSATFO 5T TN5 O"R OR ARCS. PRIG To a —1, TO TNERM TAT. LISHT FIXTURE SCHEDULE TYPE DESCRIPTION MOUNT LAMPS MFGR. CATALOG / NOTES F1 9 ass 0 F2 °E l F2 o e F3 =FAE1E"TL O F4 A �Nm F5 1- 2 -1 0 F6 F7 F9 F10 1oR� o u9 �eA EASEMENT LEVEL PLAN — POWER 0 ' o SALE: 1/0 " =1'4' N rewlm T�wmuTm.wuTCxlw. IT wlaF Yell rNAr uNOSR IwwwL FaNR COrvomo,.5,H5 Flmux5 wlu �•�AFI— A 51— ® I� .o1-1— FI- TFI-1111NTEO� 0 a �R� 1�1� �1�1N6 u� 1a X115 . Eu.I ,o —N © � —F— T. -- I.TO�.�A R EDI=T F R" T Na %� ,aI— F— EASEMENT LEVEL PLAN — L16HTIN6 SCALE: I /0" = I_0" N I 516NAL L16NT ANOJE DOOR DARKROOM SWITCH DETAIL No SALE: gowv � 'TF OP (—) asz�-4�a3a -lass X0 00 PP r"` --F SFF MAIN — P AN FLOOR PLAN — L16HTIN6 SCALE., 10" - 1' -0" N I ELECTRICAL SYMBOL SCHEDULE ® F ® IFTWEIGINT MIGHT FIGHT (DO BUT SVnTCN) ® EXIT LIGHT (DIE NGS) 0 CEILI MOUNT RE No WALL MOUNTED FIXTURE 4 -0 0 RECESSED CAN FUTJR ' 6 „ (OR AS EMERGENCY WALL P ACK LIGHT FF TRAC LIGHT STEM $ SINGLE POLE SWITCH e -WAY -TCH $. $� EXHAUST FAN AMER AWTON (Q - 30 MIN) 8 W (-III TO F AT _ W/LaAO 11N) g' TCH WMLOT LIGHT $ RI EQUIP 0 0 SENSOR 70 BE SUCH AS ATT STOPPER Mw -T000A D O /0� Q 19 DUPLEX BEEF (5=SURBE SUPFRESSSION AC UND) E RU DOUBLE DUPLEX OUTLET 4- LEB) P (F -FU DISCO NNECT SWITCH ED UISCON NECT) BUMBINAnUN ITARTER AN U DISCONNECT sWTDH MAIN PANEFROARD BRANCH PANELBDARD E L DATA BOARD ( SEND AS PER OIL. QQ BRANCH CIRCUIT - IN FLOOR OR JN— SHEET DRAWING :E RT EQUIPMENT a JUNCTI ON T w - CONDUIT W,PDLL CORD TO MEN, DN 0 w ° AND + " °: FlEl BEEN AROUND CONDUCTOR NOT SHOWN ISOLATED GROUND 0 FAN MITOR GGNNEITICN POINT MQTOR CONNECTOR POINT A ND I Al 11 x wi , °- /4 0 11 OUTLET E,G ELECTRICAL CONTRACTOR MECHANICAL PONTIACT.1 GENERAL CONTRACTOR I I.F. MENIFY IN FIELD I'LLE, , HIT TO SCALE THERMOSTAT OR MECHANICAL SWITGT 0 VERIFY WITH FELT. $ L16HT SWITCH » CONVENIENCE OUTLET FND RING ORIENTATION. TELEPTAGE / DATA OUTLET QQ I OUTLET $ W MILWORK NOTE5: A. ALL MOUNTINS URIALT5 TYPICAL ®�X,, NrlESS NOTED 0-EHIISE. 6. —DALE, WITH ARGiITECTS MIULFORD OWES. TO INSURE TWAT CUTLETS WILL NOT FALL M-T VHSTILAL OR IOAL FOR All OelcES 5 , _ O ., HORIZONTAL TO MATCH �IIa ca.Y, oAih Flq akJ * PC'TIN6 DEVICES (1TP] I EEHIND CABINETS, BALK5PU5HES, OR INTERFERE WITH —CITING,, ETC. 4 -0 0 D. ALL SWITCHES AND THERMOSTAI5 6 „ (OR AS TO BE MOMTED Al GL— i0 DOOR JAMBS AS POY�I�E. OO H—TU ALL DEVICES WITH ARCH ITECNRAL PLANS AIO DETAILS. FF C 6 S A OORDINATE LI6M WITCH OUTLET IEIEMS A ND OR AR TILE CNRAL WAINS- T O F ALL A AND IN BE5E NI As NOT T F MIDWAY IN 11Y� FINISHES. N O uBITET AS NTED) %% 3 FINISHED —R ' PATI A. F O TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAM NO SCALE GENERAL NOTES: (A+ L 6MM) I FLFLTwcAL CoNIRAGTOR 5HALL COORDINATE Au LaMP ttPB KITH FIXTURE TYPE BEFORE OR —INE.. 1 — 1 111 TI N LOCAT I ME HEGNWCAL Ea,IMENT AND ELECiRICK cONNECrIONS. R ExFC 3 ELECTRICAL CONTFALTCH SHALL BRIEFS MINIMLM WRKIN6 CLEARANCE AS PER NEC BEF EAR INSTALLINb ANY ELECTRIC FATE-5 OR CABIN- 4 NS ALL LIeNIT R%TAT5IN MECHANIEAF OCM AFlER RE MECHANICAL NKlrs AS REab. 5 LxATION5, 111U N5 T MREELECTED CBILINB RAN FOR BXM.T FIXNRE 6 Te (35YJ LAMTS Axb EFE,,aanic BnTinsTS wnH ,ro.IML lrmlcnTED mHfRWlsf, SIRED IN Au H CONFIRM EXACT I- OCATION5 of ALL TCLEMUCHE I DATA C.— WITH OWNER MR TO 9 fLfciWLAL CONTRACTOR SHALL- 115f4 -11 AT. A. MINT WNVENIEIOf PH 0' OR AS 5HOMN IN 5 TI MEET HANDICAFTED MASUIRSEETI Io E' TO DOOR FRAME A5 T PO55IBLE, 3, Ae BIT TO IR"OTER ° WITH ROOM IABIIIBr5, ETC. SA FRET ALL L15NT HITHETA INDEPENOfNT OF BUILINS. I2 E.G. SHALL OBTAIN ALL APPLICABLE PERMITS FOR THIS THIRD ARR PAY AIBIALTED FEET. 11 MAIMAIA A MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLES ANO ELECTRONIC BALLAST5. 14 SITE TRI o TM &mil I = YYtiNV 1IA I. Ra,I51b1I IEBASEBIDTb D— ATELYA ODIHCN. ESE IS ALL BATTERY IXIT ANO fMfRSfNCY LISHTITas TO eE cONNfcT TD 1>E IMSWTCFEE LFS of 6 THE MBHDNQ GRQUIT IN �THE AR A5 ELEL RILAL QN R. TO �DRDI B WITH 11 AT I AND' RMUI AL AORTIER L21 R E -TR. E% DENTAL, N MCAT, KITITOR EE,I MENT ETC THE E_ MIRGE oe=M -FI: o — = Z 1AF Z"N,"E ALL 6O ITJRACEWY�, EfQGGEALIll -sDR —Q FANY SI ER OR H 15 —EL, IT SHALL BE BY TIE ARGIL TI EN511D£R FRIOR T0. I NUIT , , I D o� NN11IZ' `T n F GD RKMFT TI o ARKER o� 0 ,NGE�'°�GROAT, OULET R 0 6RaxO COl�J�OR NOT E ELECTRICU OUTLET — PLATES ARE METAL, Gmfrs SHALL BE - WSTULED WITH THE —1 RECEIVER IN THE w POSNIOR AS FEE CODE. c RECEPTACLE MOUNTING DETAIL IDSTI6 CfILINb ilLf NO xALE G ELELIRII —TO, EILINS SYSTEM.( ICAL) POWER -PLY CONDmT ECR cEluNe OR WALL'u^ mx FEE BAR 6T1 CLIPS ALL SIDES RECESSED L16HT FIXTURE MOUNTING DETAIL NO 5GALE g�oxaL �b � I�MA�. T OF DOW learo I a3'm 00o e� �1 rWOe, —aaB4 ra.Ime,B1al4� PANEL WKR. --AMPS M =m CLASS wo MLY a HFUR� �nm ®o� �eNO non�on� �ME"Em" miiii�nn �m ®ie� ON ®nn ®mom I �M�iin mei 1 �m ®omit i ° �iiii�m un�m I �m�nn MINIMUM= ®n®III gun 11 ®mom �m MORE. 1111111 un�m ME I m� �m �mM n�m� nN' m n�m�on �E2 I I n�m�mm� X91 SEE ME ME �Ez ME nsnn�o�� �m MIN m I SPECIFICATIONS " IT, cadr 1M1a11 rotall tb alectrcal systan n acwrelarce wIN tlw —d alga �laableeq�l d a�a� wd stab , tort wd I,— k I M, least Th harvE.' II 7 afrl�l dmw Mall eaadl,ab tNe eleaErNal tlr,.lt� wXh all Nbr rAll mariNaLS and egylprent IMll f be Instal 4 In accordaI t mmufacturer4 a pproved ry Ele A� ,',,, ar Englreer eM fo coMOrm wilF [Fe re ntrack du mmk. lk Instil bn Mall be perfumed dJ workren sWl led In Nls ��I nnbrlal u..ee sMll tc reu aN UL IbtM 1- cppllcaum. _ colry wIN all of Ne asreml co nel � lon dlably a aft% f Ne au o! peen t tb pire coaenafew uGllly canpnles [ms all requires cha oM tun II Isra O.nm. d# newt w4sFaeb fa' all pmels, swXUyea 'me c�mes'm �slsali�v�lsiro aaa c � w ee re ravlew Ruh ue w en tr4 slime ro examire Ne site and d these condltlons�ln Xe b Neu e m w erol i ecepwlre of Ne ao annm to me alrer a wrxt. one year re I fee on a uukmmsM1lp, maGmla& cnA equlpmank ant ages ko repaN a pace all suck defecHVe kerns pro to e eMO 1 Hwk Dear m 5 II NIIS —p m to mtr, m maralals atoll unform NEC S, rNme appllydsle. cawX apes =toll be or NEC, base speurtcmare and so mstaNea o[herwlsa mted, Imtall concealed uhmaar possiblq a�ed uorksM1all ro rcmllod at ryY,t orgies w sNwnrol Imes. pII EMI tyre X shall be k used set screw Ntdngs ad all wmecWrs dull Ne aF Lhe InsulateA raal type. Fa axbrbr epplkaGm all HtNngs =toll be wmprawlon 4 pe. pvss bt pa==c= tMOUgAa mfee fore uoll or How eM1all use gyrwm Flre 6 All cardmt left ertpty rot Nhre ass one for blepnore cmle =loll fave a wncUlt survrg Fope of �na> brtlle sl m egwl pulled In ant [bd off at eadr end. t�iarel all caldmfs ak all �araxes, panels, nixes etc. All lurcnm and whet taxes Ise painted uNlle aiarel WtF m Na Irslde one wi=de of eacF Inn. B. art M perms billdlrg. If vre eunecground It sM1all cMM, be du ra cmlt en[amg tb lul ldbg. all equlpnen[ antl trasfmmas. '-.cal nglrt shit dr equipment me utchm aquipmmt. II YNere pmefmfeualls, ceSilnq smtl /or floors we wrtrcetar sM1all patch a tight seal me Ma wrface arwM Na wMUR =toll match Ib wrrouMNg axlma. I . pro ry roof cks a fa all roof peretra[drs. 13 rte L ,1, cter omit be alb M1 laMNese�<we T ng Marta T ewwrdarce art S t M1ese trudlon doe ts. I. All ulre z11 l to coapgpaer mlex olFerwlze noted. [bn �I �frcm fM1e a Me m!o sM1all dual. type lNW a XHNN be Type TINY Txxµ INwN. m 4. &arch dreutts e t o[Ferubre. A cm m Is e for TW uXiag. If Me amtracbr arty aNer [ton Nis and dlo re re pbll ��solld a =[ranted for I t M1 NEC. y g g crcul5, strarcbe mly for paws clrouirs. flexbl Provide ie caMUk a cuA sets pl br all egy}'menL z requlreA per Nat plea o! egy,pmen[ z debrmmad by wt sheers mUOr fLZle coMlGOm. only where allouW dJ cetle one X Mm[liy factors m nM c orre m Inveare r expense. No compna rllgtmg wmp�letlwlNV Ne arcmK S rmy be canblred I a c racewcy b c § 6' pig toll f h c= wtt cm6ebrs arclo llnxre, parels IT sh 9. ra � ol s b ae e tlnurc h utt —h Mch It Is tae. l d� al l b p Ib shall h Ne Ireer. �ered and f g �m b g and s <d r d w X� arm of °""awl`"b�°es cucrdl� to w. a rorrvad v o �pdmbe � ab "� or Isla, wI� le lam a,d ���, �I� s A All ll =d�,avlakaa. _�xe N aminallsdep,ax a alNron e utt lags Lax N raga All Ne eevlrre a Ne d',. of A, temg Imtallee a per code, A es lull m presses stet galvanl zee %_ I.oN. m tb erwi y. coxes In ,,1T_ l llls atoll be sgwre r type. IM hlpe urv[Fen dlredmy -- to IeantXy mM clzuX. Ibb spoe U rectory cant uIN pmcll. � grtbr for pareis sMll be In awremea uttF tM Nr,;. Nmapiabs hall m 3. LI cbd m Ne ex[erbr ewer. rwX breakers used to control HID frog Mall to rated for s.wh. rs usm as a swrcching deuce shall be sa ratty aw mareee by Na al egmprrerrt, pmels ad swltchgea. IlMgea so It lrwtually sa.M ad mm not 1. =b saw a�wPa uuin 11A m sec grme, rota dJ ArclnbcN robe zoA., Izo-zity. peeler shall Ne q�ec gentle, wlm wl AMilbct, robe zoA, Izw, manta cal poldon. mar pr of eevlces ball b 6EI one cover per NEC. ewe plats wee N MMed areas stall be stainless steel. The use of .tl.l rye device plat=s In rot pmnlssble. Plates m boors In unFlmMed areas ces s grw per NEC. snip eraulrys pr t rcvgn finer bps, wordinaM exact lawdon wiN 1. Ju ' mba w plate ore nM arcepptlsle MOTORS, olYOfwECT SWITCFffi ant R5�i. ad�eg Mall F elsronnectlry mess m dlcbbd dJ Xw NEC 1. 11 era H ll I by & e ho ,t, e w valtr od rema mlg aznelcabd me requted. FsW dlscmnects shall arse elms R fares. �YPa al�eNm � c 8 ttcbee with regced to uo agopmert they antral sae m 1. For all motes ad equipment size fuses per mmladnar's namplab ratty. All ba, a 1,,d by thb NEC and local Au�M N. z mean g u wr rot all Paccar= au MmcN cr neon mly grow m aceptmle. LI6HTIN5. All ep l -11 florescentt balbsts 'tip behl�'i pa f�br, rapd star, CBM, 2. re aq+osad b cold % . they stall to so rated to es 1 be suyortNg from the ,11I strve4ra. dpr C. t��res =toll be imtall ode pp r Ramer Nine reqq red b calling rorotwNOn. b. cart t, oP Na proper, all flxwrw Sul M clam ant Prea aP d heals and aN lampsI apaab Iq T. All rccwsed down lights shall to toted ro Pollees wtatha ornok Nls Is so on Ga RxWa wher4la, Rated i only Xn ma I,=-' " ," IrwloGm kergls. Barad IGi 1 Flxtue u N 1 wkM1 Irta[erlals, 11 ly FIMUre Iz pbcod N a FYa raped reIIIX3 ENe wntreebr =toll provlb a ire t f�re reed I e g n s closur� amN fwture above IAS tsllllg. Verify Flre raENg m 4. AII Mall bs maruhzwree Fry Ne sane cmryary. ELECTRICAL LOAD CALCULATIONS UGH7ING LOADS ., a waN, ccaNNEb onof a .nu u RECEPTACLE LOADS (ea) ou f ao vn coax AA u o.xie fxrc z�rel nc HVAC LOADS 'Ab bb 1 1111 INII X—RAY EQUIPMENT "Al 1111111 SERVICE LOAD SUMMARY TOTALS - 1 (c -1 _ se.sys v ,one. RECOMMENDED SERVICE SIZE 100A., 120/24OV., 1PIL ]R. „JT P �WATD MAIN o N To Tl�_ PA�L�t>»sIN �NGOwCCO R �oR 4 DTI ate, T° «za o'MIN. TI) WI INLE6 oC G�ONpUIT�T E O' � SILL N. SERVICE 6ROUNVIN6 IPETAIL P£ U p 0548 g g10NRL � �� YNE e� g � w.lm9m,bae IN T E OF Pccabb, IeaFO ad'ml DDD Pp b�GOS) 21aaa.3a fax lxe)z3f -1a35 POWER RISER DIAGRAM �nm ®o� �eNO non�on� �ME"Em" miiii�nn �m ®ie� ®mom mei i ° �ii�m imesv n- mesne �Lfii911AiiC1 ®n®III ©� NEE Mn�aMI MIn�EUM- EnnmmM- n�mENOMne ME �mM n�m� nN' III �n�m� �n�m�� I I n�m�mm� X91 un�m�� �n�m 1 and s <d r d w X� arm of °""awl`"b�°es cucrdl� to w. a rorrvad v o �pdmbe � ab "� or Isla, wI� le lam a,d ���, �I� s A All ll =d�,avlakaa. _�xe N aminallsdep,ax a alNron e utt lags Lax N raga All Ne eevlrre a Ne d',. of A, temg Imtallee a per code, A es lull m presses stet galvanl zee %_ I.oN. m tb erwi y. coxes In ,,1T_ l llls atoll be sgwre r type. IM hlpe urv[Fen dlredmy -- to IeantXy mM clzuX. Ibb spoe U rectory cant uIN pmcll. � grtbr for pareis sMll be In awremea uttF tM Nr,;. Nmapiabs hall m 3. LI cbd m Ne ex[erbr ewer. rwX breakers used to control HID frog Mall to rated for s.wh. rs usm as a swrcching deuce shall be sa ratty aw mareee by Na al egmprrerrt, pmels ad swltchgea. IlMgea so It lrwtually sa.M ad mm not 1. =b saw a�wPa uuin 11A m sec grme, rota dJ ArclnbcN robe zoA., Izo-zity. peeler shall Ne q�ec gentle, wlm wl AMilbct, robe zoA, Izw, manta cal poldon. mar pr of eevlces ball b 6EI one cover per NEC. ewe plats wee N MMed areas stall be stainless steel. The use of .tl.l rye device plat=s In rot pmnlssble. Plates m boors In unFlmMed areas ces s grw per NEC. snip eraulrys pr t rcvgn finer bps, wordinaM exact lawdon wiN 1. Ju ' mba w plate ore nM arcepptlsle MOTORS, olYOfwECT SWITCFffi ant R5�i. ad�eg Mall F elsronnectlry mess m dlcbbd dJ Xw NEC 1. 11 era H ll I by & e ho ,t, e w valtr od rema mlg aznelcabd me requted. FsW dlscmnects shall arse elms R fares. �YPa al�eNm � c 8 ttcbee with regced to uo agopmert they antral sae m 1. For all motes ad equipment size fuses per mmladnar's namplab ratty. All ba, a 1,,d by thb NEC and local Au�M N. z mean g u wr rot all Paccar= au MmcN cr neon mly grow m aceptmle. LI6HTIN5. All ep l -11 florescentt balbsts 'tip behl�'i pa f�br, rapd star, CBM, 2. re aq+osad b cold % . they stall to so rated to es 1 be suyortNg from the ,11I strve4ra. dpr C. t��res =toll be imtall ode pp r Ramer Nine reqq red b calling rorotwNOn. b. cart t, oP Na proper, all flxwrw Sul M clam ant Prea aP d heals and aN lampsI apaab Iq T. All rccwsed down lights shall to toted ro Pollees wtatha ornok Nls Is so on Ga RxWa wher4la, Rated i only Xn ma I,=-' " ," IrwloGm kergls. Barad IGi 1 Flxtue u N 1 wkM1 Irta[erlals, 11 ly FIMUre Iz pbcod N a FYa raped reIIIX3 ENe wntreebr =toll provlb a ire t f�re reed I e g n s closur� amN fwture above IAS tsllllg. Verify Flre raENg m 4. AII Mall bs maruhzwree Fry Ne sane cmryary. ELECTRICAL LOAD CALCULATIONS UGH7ING LOADS ., a waN, ccaNNEb onof a .nu u RECEPTACLE LOADS (ea) ou f ao vn coax AA u o.xie fxrc z�rel nc HVAC LOADS 'Ab bb 1 1111 INII X—RAY EQUIPMENT "Al 1111111 SERVICE LOAD SUMMARY TOTALS - 1 (c -1 _ se.sys v ,one. RECOMMENDED SERVICE SIZE 100A., 120/24OV., 1PIL ]R. „JT P �WATD MAIN o N To Tl�_ PA�L�t>»sIN �NGOwCCO R �oR 4 DTI ate, T° «za o'MIN. TI) WI INLE6 oC G�ONpUIT�T E O' � SILL N. SERVICE 6ROUNVIN6 IPETAIL P£ U p 0548 g g10NRL � �� YNE e� g � w.lm9m,bae IN T E OF Pccabb, IeaFO ad'ml DDD Pp b�GOS) 21aaa.3a fax lxe)z3f -1a35 POWER RISER DIAGRAM