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PLANS - 06-00148 & 149 - Health Education & Business Development Center - Site Plan
PROJECT LOCATION SCHEDULE OF A I TERN TES ALM-RHATE elm exssr 18C 2003 DESIGN INFORMA TION BUILDING 5 /Z,E: B- OCCUPANCY ACTUAL ALLOWED GRADE LEVEL = 16,3815.F 31,361 S.F. SECOND LEVEL = 17,296 SF 31,3615.F. TOTAL S.F. = 33,6 77 SA T, FIRE SPRINKLER INCREASE RAILING' DETAILS ,. 46� INCREASE FOR LOCATION ON PROPER Tr A16: STAR SECTIONS N A17: UJALL SECTIONS A5: ROOF DRAINAGE PLAN ► ROOF DETAILS Of A6: ENLARGED FLOOR PLANS CASEWORK DETAIL 5 A7: RESTROOM WALL ELEVATIONS A20: CASEWORK ELEVATIONS A8: RE5 TROOM WAL L EL EVA T/ON5 CA5EUJ0RK DETAIL 5 BUILDING ELEVATIONS A21: ROOM FINISH SCHEDULE A9: BUILDING ELEVATIONS ACCESSORIES SCHEDULE RAILING ELEVATIONS U)ALL ELEVATION z A22: DOOR SCHEDULE All: WALL SECTIONS DOOR $ FRAME TYPES Al2: WW1 SECTIONS x'23: IU /NOOW SCHEDULE $ DETAILS Ef, 2 00 North St F f Laurat St A14: dU,G�L SECTIONS DOOR e FRAME TYPES WOW sk A24: DOOR OE TAIL 5 0,1ty Of Roc.''bur $AdEr 6� Welmer Ave Al ®` fi kJ foot R# GENERATOR BLDG. FOUNDATION PLAN = GENERATOR BLDG. ROOF FRAMIA6 PLAN 18C 2003 DESIGN INFORMA TION BUILDING 5 /Z,E: B- OCCUPANCY ACTUAL ALLOWED GRADE LEVEL = 16,3815.F 31,361 S.F. SECOND LEVEL = 17,296 SF 31,3615.F. TOTAL S.F. = 33,6 77 SA 62,722 S.F. FIRE SPRINKLER INCREASE RAILING' DETAILS ,. 46� INCREASE FOR LOCATION ON PROPER Tr BUILDING PERIMETER: 605 FEET CONSTRUCTION TYPE: TrPE V -B - F5. DRAW /N. INDEX CIVIL Cl: EXISTING CONDITIONS C2: OEMOL /T /ON PLAN C3: OVERALL 51TE PLAN HORIZONTAL CONTROL C4: UTILITY SITE PLAN C5: SITE GRADING 8 DRAINAGE PLAN C6: C/YX DETAIL 5 ARCHITECTURAL Al. GRADE LEVEL FLOOR PLAN A15: WALL SECTIONS A2: SECOND LEVEL FLOOR PLAN ROOF DETAILS ,A3; GRADE LEVEL REFLECTED CE/4 Ilex PLAN DETAIL 5 CEILING DETAILS A15: STAIR SECTIONS A4: SECOND LEVEL REFLECTED CE/LIA6 PLAN RAILING' DETAILS CE/L lNG SCHEDULE A16: STAR SECTIONS DETAILS A17: UJALL SECTIONS A5: ROOF DRAINAGE PLAN A18: UJALL SECTIONS ROOF DETAILS A19: CASEWORK ELEVATIONS A6: ENLARGED FLOOR PLANS CASEWORK DETAIL 5 A7: RESTROOM WALL ELEVATIONS A20: CASEWORK ELEVATIONS A8: RE5 TROOM WAL L EL EVA T/ON5 CA5EUJ0RK DETAIL 5 BUILDING ELEVATIONS A21: ROOM FINISH SCHEDULE A9: BUILDING ELEVATIONS ACCESSORIES SCHEDULE RAILING ELEVATIONS U)ALL ELEVATION Alm: BUILDING SECTIONS A22: DOOR SCHEDULE All: WALL SECTIONS DOOR $ FRAME TYPES Al2: WW1 SECTIONS x'23: IU /NOOW SCHEDULE $ DETAILS A13: WALL SECTIONS WINDOW TYPES A14: dU,G�L SECTIONS DOOR e FRAME TYPES DETAILS A24: DOOR OE TAIL 5 Q AL l: GENERATOR BLDG. FLOOR PLAN GENERATOR BLDG. FOUNDATION PLAN = GENERATOR BLDG. ROOF FRAMIA6 PLAN Q GENERATOR BUILDING ELEVATIONS GENERATOR BUILD /NG SECTIONS STRUCTURAL MECHANICAL 5/: STRUCTURAL SCHEDULES AND NOTES 52: SCHEDULES 53: FOUNDATION PLAN GRADE LEVEL FLOOR FRAMING 53A: FOUNDATION DIMENSION PLAN 54: SECOND LEVEL FLOOR FRAMING L0d)ER LEVEL ROOF FRAMING 65: ROOF FRAMING PLAN 56: STRUCTURAL SECTIONS 57: STRUCTURAL 5ECTION3 58: STRUCTURAL SECTIONS 59: STRUCTURAL SECTIONS 510: FRAME ELEVATIONS 511: FRAME ELEVATIONS ELECTRICAL Ml: GRADE LEVEL MECHANICAL PLAN ENLARGE MECHANICAL PLANS 1-12: SECOND LEVEL MECHANICAL PLAN M3: MECNAN /CAL DETAILS M4: l"IECNAN/CAL SCHEDULES $ DETAILS M5: MECHANICAL SCHEDULES PLUMBING Pr. GRADE LEVEL PLUMBING PLAN P2: SECOND LEVEL PLUMBING PLAN P3: GRADE LEVEL GAS PIPING PLAN ROOF LEVEL GAS P /PING PLAN 1=4: PLUM,B/NG DETAILS � SCHEDULES Ell.• ELECTRICAL 51 TE PLAN E5?: SECOND LEVEL DATA /COMM PLAN E2.1: GRADE LEVEL L 16A4 TWO PLAN E5.3: EXAR50 DAWCOMM. PLAN E2.2: SECOND LEVEL L /GHTINCo PLAN E6.1: ONE LINE DIAGRAM E23 FIXTURE SCHEDULE E6.2: SIU/TCN GEAR ELEVATIONS E3.1: GRADE LEVEL POUER PLAN PANEL SCHEDULES E3.2: SECOND LEVEL POUJER PLAN E6.3: PANEL SCHEDULES E33: ENLARGED PLANS i DETAILS FAA h GRADE LEVEL FIRE ALARM PLAN E4.1: GRADE LEVEL MECHANICAL POUER PLAN FAl2: SECOND LEVEL FIRE ALARM PLAN E4.2: SECOND LEVEL MECHANICAL POUTER PLAN E4.3: ROOF TOP MECHANICAL PDXR PLAN E5.1: Cr?AOE LEVEL )ATA /COMM. PLAN C /V /L ANC /N��i�'.• FOR6 REN A550CIA rE5, INC. 350 N 2nd 1,457 REXBURG; ID, 5 NUC rUR,4L ENG /NEER: 6 $6 5 rRUC rUR4L ENOINEBR5 1600 101-IN ALDW'95 P,4RKWA r VAI-10 F 4LL5 1 IDAN0 83401 PHONE: WO-523-6319 PN �P FL �T II ( NEAR 2 0 ('006 I" IECN,4NIC4L aNG/NEER: ENGINEEREO 5 r6 rEl'95 ,4550CI,4 rE5, INC. 315 UJ. CEN POC4 TEL O, ID.4H0 83204 PHONE: 208 -233 -0501 BRA LE'r ENC INEERINC CN,4RTER,EO P.O. BOX 2,556 ID, 140 F,4LL5, 10AI40 83403 PHONE: 208 -522 -2862 CD -2 C.) N Q w J � 4 4 fA E G 0 0 Q. 4) p 4) Fm co co L (D o co �■: C CO) c c x d. cim .0 c mw cl) c V ac to 0 .�.+ t ui c 4 m O v �DG Z a < 61 tj 9 0 Y . W cr M Q 0 cc = Q D Q t Q t�C ra Z F= cc 0 y �r 0 C (J) W ti MN e 0o 20 30 40 (g) <-g .�_ .�� _� ab� M.w. M.,.. — �...— ...... _ ..w...�. ....., �...... -.� ._... _. -, @.� ..�.� ..,..� �.., a,».. �.w ..�_ _. _......�_ ..�._ ..... >,.... ..�_ „..x ..._ ._._..,. ,...� .�.., �,..... A_ ,�._.. N.._ .,�_ ...a .�.....__ ...,�, ._.T ,,,.� ....� _._...., -.. � �_,. _.,_ .._... ,..,_ �,.. _,_ -.... _.... ..,,_ ..,..,.._,� ...., ...- ...�...__ ,_...._...,, _. _....� ._.,. �....,.... ^�.�,.- �� ' � �° _� ,... d,�,. _.M. -�� .,..�. _._. ..�.. .,..,. _..,. �wT_ �- ....�..,. �.... -._ b..... ,,...�ti _ _.,._ .,�__ __- .__ �^- w... � „ "�-�"' ;tw° ,. 4867 - SCALE: 1 20' 486,55 4— I I I (s) (s) - -70 0) WALKER ADDITION BLOCK 1 LOT 3 —7 0 0) 3 - &-6--CONDUITS STORMDRAIN ANIFILTkATION BED Mow E ".JIM c a -% ICON N� clip 0- CO c 11 - Cg) - - - - -- (g) ------- (g)------- Cg) - - - - - — -- (g) - - - - - - - (g A g)4- (s) T TELEPHONE RISER tA CIVIL LEGEND TREE O BUSH / SHRUB EXISTING MAJOR CONTOUR I- - -- --- -- -, - EXISTING MINOR CONTOUR LOT BOUNDARY - - - - - - - EASEMENT RIGHT-OF-WAY (w) — EXISTING WATER (s) — EXISTING SEWER (g) — EXISTING GAS (sd) — EXISTING STORMDRAIN ( 0 MANHOLE - 0 - POWER POLE (CON)— CONDUIT ASPHALT IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) STANDARD DETAILS j / / //� ITEM TO BE DEMOLISHED LANDSCAPE AREA HATCH SIDEWALK HATCH PIPING SYMBOL PROCESS -\ /-PIPE MATERIAL F SIZE PROCESS GAS G = SD = STORMDRAIN W = WATER S = SEWER MATERIAL PVC = POLYM NLYCH LORI DE ST = STEEL GENERAL NOTES 1- CONTRACTOR REQUIRED TO HAVE CURRENT COPY OF ISPWC MANUAL ON SITE AT ALL TIMES FOR REFERENCE TO CONSTRUCTION DETAILS AND MATERIALS TECHNICAL SPECIFICATIONS. 2 CONSTRUCTION ON BLOCK 11 LOT 2 DURING THE FALL OF 2005 INCLUDED IMPORTING GRANULAR BORROW TO ADJUST EXISTING GROUND TO ELEVATIONS DEPICTED ON PLANS. 1 cn w U Z Z C < w Z<al :3 04 z U. (6 0 Q � T7 j Q 2t • • • • • • • • • • 0. X L h �1 t � Q i Q 0 `_� .� ..� • W- Tr r 7 "i m� �i .T !i r i • � + w r i1 • ! r • • • • w • �T • E F- M R Z V F- N cr a: QN Lt? W +00 _..� E , �li li Ii ® ij V) GL co 0 0 ui rti 0 0 0 �- W O uj co CC 0 Z P CA 0 C%l W r.. 0 V, C4 .j F- Q Q) LLI z ,S) 7-3 X Q) ui V) GL co 0 0 ui rti 0 0 0 �- W cc Im uj co CC 0 Z P CA 0 C%l W r.. 0 V, C4 .j Z a cli N N N I It II' -8 II' -9" 16' -4" 140'-6" 11 25' -2 1/4" 90' -.I 1/2" 25' -2 1/4" 14'- A 10' -6" 10' -5 i/4" 3' -4" -� 3/4 l' -0" 6' -3 I/2" 11' -6" 21'i 11" II' -6" I 6' -3 1/2" 'I' -0" ' -8 E /4" 3' -4" 10' -5 1/4" 10'-6" 1' -9" v-9, (— I I 7inv DE4 ARE ( I I I I EE � QD EDGE DECK 0- EDGE D I LEASE LEASE _ SUPPOR S k N ( I II I I I I I g 0 234 236 203 r�i,;4 ` Q I II 0 I � - , _ I _ I O@ I I" CONF. / MEEI CENTER I I 03 m m C m m JO EPH'S OFFIC I II I� ® 2 I i ( 04 > 202 II I I I Sv Q . - 11 i li I 06 I I I Q N LEASE � o� J M LEASE 23l m i a7 z I 1 I 0- I ° - r ROOF BELOW. RE: ROOF Ol A20 I " � _ u II I - 233 I/2" ROOF BELOW. RE: ROOF 12' -0 I/ 3 i/2 l;_1 Ii -8 3/4 6 > 52 -I I 3 I II -10 I/4 6 5 -2 24'-0 I/2 PLAN, SHT. A5 V O 1 I _ PLAN, 514T. A5 205 Ill m STORAGE I I i I 09 m let - c -I- - - --� II - ;n 2ml — .--- - - - - -- m BRUCE'S OFFICE = -- - - - -- - - -- r - - _ N u I 204 n I- .., \ I N C 92 ( I / _ I \ IL m 1 0/ 1 N I I 0; - m — — — — DL — — — — — — R — — — �.� - -- — -- - - - -- ` _� 0 — — LEASE — — RDL — — — — — — 0 1 I _ SE ENLARGED P_ .N I I - - N SH ET A6 —� I 238 r I =r Q ACGOUNrING ( RECEPTION I I I LO�BY I I 1 LEASE I i I i m 232 I- - -- - - = 210 - - - 209 'It " - - ,, , . 112 ( �, i I 2 0 I I i 1 - ' - -- I I SEE ENLARGED PLAN HA SEE ENLARGED PLA I I `�' ( I I HA ;n SEE ENLARGED PLAN I I I i I ..,•• _� SHEET A6 ._.._.5_ N 93 1 N I 1 """ I - 11a SHEE A6 WOMEN'S MEN I I I 113 208 SHEET A6 I I ( 239 CO AAA I i 05 05 I I I I ( 1 211 1 I -- 1. i 231 I m I I�� = m T ll , HAL t ►, eC 239a 1 i - I L -- - -- � 01�I I 11' -9 1/4" H ALLWA Y I I I 1 1 1 RG PLAN - _ 252 D.F. 3 1/ ' v-1 1 a _ 1 I' I 1 SEE EN D I s 10 5 e 1 � 212 I i - N I I SHEET 6 m l2 NCI N N _ I I __ — -T 1— �- —.. — 1 �- -� — 81 — — T ELECO M ROOM, CONP. / BREAK ROOM < I I N LEASE LEASE II I I � - 213 I 214 240 I I A I I All i ) I I A m A10 M , .f, 124 SE I 1 (! ((� q 6 - LEASE _ LEASE LEASE % ( ARpRAIL 1 i _ P OGR �AMMING 0 LF , . 223 230 I I; I I I I 261 253 250 = 12 SLA OF FICE C I 94 I I I I ) I Q! ( - 1 9 AI3 i7 215 61 LEASE r I I it N I 83 242 f" N Q N Q N /, II - KI 122 DES N DEP T. ® LEASE 216 I 220 I 228 EI. E ,40OR Q State of Idaho N. U � ■ O O o Q�j QQ) • L O r S) Q) r `-� o� U t L U = m 1.L1 r —cam - - -- - - � -- — -- = - - — — — - - —. -- — —.— e r ROOF BELOW. RE: ROOF ( 0 � E -- F (M YRON'S OFFIC ( LEASE I I - - - - J I LEASE � LEASE I LEASE l4. O LEASE I ROOF BELOW. RE: ROOF r PLAN, BHT. A 222 - 224 229 I —^-^ -- I 260 254 249 243 % PLAN, BHT, A5 _ o- 11 1 - 1 31/4 11 3 1/2' 1/2 5' -2 _ 12'4 3 h2 11' -10 1/2" 5' -2" 9 10' -8 3/4" 3 6'-11/2" 31/2 9' 8" 6' -1 1/2" I 14" 41JI I/2" V -2" = II' -10 1/2" 12' - 1 " 5'•2" 3 1/2" II' -9 1/4" 3 /2 ti - 3 112" m FR LEASE Q N Q N Q N /, II - KI 122 DES N DEP T. ® LEASE 216 I 220 I 228 EI. E ,40OR Q 259 is r m C LEASE LEASE j /e w �� I DASHED LINE INpICA1E6 255 F2 248 _ �n 16 % FU D DUCTWORK CROSS . LEASE ( C ' V R 244 0 m I N 85 l8 CH OFFICE v DESI DEPT. LEASE ( ( 5 LEASE C LEASE LEASE LEASE -� 219 ( 227 I n REF R 0 DOOR I I 258 `� 256 ^ I 24l 245 ( v ELEVAT.IONB "1 d "2 m = A13 I I ! I I I 9l I Sl _ A m - — — ® . m , m N I ( m A 3 a - TELE MARKETING 1 LEASE ( I LEASE LEASE � I I 218 •� 226 ( I - 4 - I � 251 � 246 J - v — _ — E F NE I ( ( I I E I F E a I I 06 1' - 0 " 3'4" 1' -0' , 10' - 6 " 4' -9" ' -2" 1' -0" _ " -1" 1' -0" -2" 4' -9" 10' -6" I II-Oil 3' -6" 1' -0" i(0' -6" 4' -9 ". Al 29' -6" 6" 16 II' -0" U a 11' -0" 16'-6" 6" 29' -6" Q IS' -0" 48' - 0 " 11' -VI 21' -0" 11' -9" 48' -0" 18' -0" Ir 116'-6" 5EGOND LEVEL FLOOR PLAN p ie " =1' — ' , b 11,296 SQ. FT. TOTAL KETED NOTE5 PURR OUT MASONRY WALL WITH 3 /4" DWG, 16`01C 01 AND COVER WITH 5 /a" GYP. BD. EXTEND FURRING ACROSS ADJACENT FRAME WALLS AS INDICATED TO BRING WALL SURFACES PLUSH, 02 CUSTOM ROLL -UP WOOD COUNTER DOOR RE: INDICATED CASEWORK DETAIL 03 MOTORIZED PROJECTOR SCREEN, RE: REFLECTED CEILING PLAN AND SPECIFICATIONS. 04 4' -0" x 12' -0 ", WALL MOUNTED MARKER BOARD, RE. SPECIFICATIONS. 05 EDGE OF ROOF ABOVE 06 LINE OF BARREL VAULT SKYLIGHT ABOVE O Ol COUNTER TOP SODA FOUNTAIN BY TENANT. RE: MECH. FOR WATER SERVICE AND INDIRECT WASTE. 08 REFRIGERATOR BY TENANT, RE: MECH. FOR WATER SERVICE ROUGH -IN, 09 4' -0" x 1'4", WALL MOUNTED TACK BOARD, RE. SPECIFICATIONS. 6�G /s y /73 3 Z� 1- 16' -4" 11' - 9 " II' - 8 " I � � � f I I I Q— I ' p e I ! Z I ! ! I � I r � I i Register Q State of Idaho I � � � f I I I Q— I ' p e I ! Z I ! ! I � I r � I i Q O U � ■ O O o Q�j QQ) • L O r S) Q) r `-� o� U t L U = c� 1.L1 ■ • r r 3 LIGHT GAGE METAL STUD FRAMING 6 IV' O/C. V GYPSUM BD, ZD SUSPENDED GYP. 5D. 1,77777=f CEILING SYSTEM. LL Z U- DETAIL 1 -I'-Oil 01 SUPPORT FRAMING FROM BOTTOM —OF STRUCT. PROVIDE SECONDARY FRAMING AS NECESSARY. I 4 S• /i� GYPSUM 501 3 LIGHT GAGE METAL STUD FRAMING 6 IV' O/C. TYPE I LAY-IN CEILING AT 8'-0" AFF. DE 1 1 /2 11 ' 11- 0 11 3 LIGHT GAGE METAL STUD FRAMING 0 16" O/C. TYPE I LAY-IN CEILING — AT V-0" AFF. op 12ETAIL 3 L Y GYPSUM BD. 11 /2" %V A_ V 3 LIGHT GAGE METAL STUD FRAMING 0 16" O/C. 10- LL LL 0 2 LL O TYPE I LAY-IN CEILING AT e'-V AFF. L 5 / 8 " GYPSUM BD. O 12ETAL 4 11 .11.011 --T SUSPENDED GYF. 5D. CEILING SYSTEM, SEE REFERENCE SECTIONS FOR ( TYPES, HT. AND TYPE I LAY-IN 6EILING AT S'-O" AFF. GRAD 1 15 v _ O il EXTERIOR SOFFIT MATERIAL. EL REFLECTED CEILI T 47 i EXTERIOR SOFFIT MATERIAL, SEE REFERENCED WALL SECTIONS. . . .. ........ .. ... ............ .... .......... __J AN \s m SEE REFERENCED STAIR SECTIONS FOR CEILING TYPES, HT. AND CONST. C7 I O cm 0 0 TO p uj co z CC C> I-- qe 0 w M OD o C4 Lu p :3 Z_ x ca Alit :3 1_j cm 0 0 TO p SUPPORT FRAMING FROM BOTTOM OF STRUCT. PROVIDE SECONDARY— FRAMING AS NECESSARY. I uj co z CC C> I-- qe 0 w M OD o C4 SUPPORT FRAMING FROM BOTTOM OF STRUCT. PROVIDE SECONDARY— FRAMING AS NECESSARY. I CEILING T YPES MARK DESCRIPTION MOUNTING HT. TYPE I LAY -IN 24" X 48" LAY -IN ACCOUSTICAL CEILING TILE AS NOTED SET IN EXPOSED HEAVY DUTY GRID. RE: Q U SPECIFICATIONS. O TYPE II LAY -IN 24" X 24" LAY -IN ACCOUSTICAL CEILING TILE AS NOTED SET IN CONCEALED HEAVY DUTY GRID, RE: <C SPECIFICATIONS. X 4 ° ° �\- SUSPEND FROM STRUCT. SUSP, GYP. BD. (1) LAYER, 1/e' GYPSUM BOARD ATTACHED AS NOTED Tn MICP=rT 411RPPMAInM 4YC,TCM r=. RPCr'ICl/ AtIMIR TYPE L Y Irf T P8 LAY -IN PROVIDE SECOINDARY FRAMING I I I I I I I 1 I I I I I 1 I I I 1 I I I 1 I I SUSPENDED GYP. BD. - CEILING SYSTEM. 5 1/x" GYPSUM BD. 3 LIGHT GAGE METAL STUD FRA~f INci m 16" O /C. 9 DETA I II =1 1. 0 11 I DOOR TRACK l I , SUPPORT FRAMING FROM BOTTOM I 1 OF STRUCT. PROVIDE SECONDARY i I FRAMING AS NECESSARY. I I I I I 1 I I I I I I °- I I I I I I. I I I I I I: TYPE it LAY -IN CEILING I I crJ AT 10' -0" A.F.F. I 1: GYPSUM BD. I � 1 I -I 3 LIGHT GAGE METAL STUD FRAMING a 16" O /C. IETAL 1(o" O /C. SUPPLY AIX L)U(.I =TVNLJ. - . 1 1 _ _. J 0 0 0 ° TYPE I AY -IN -- - ° 71 7 I co CD Q U O I_ Q (j) U <C uj X 4 ° ° �\- SUSPEND FROM STRUCT. 1 j 0 0 0 0 0 o ABOVE W/ l2) 3 1/e "m THREADED RODS AT EACH END. V- TYPE L Y Irf T P8 LAY -IN PROVIDE SECOINDARY FRAMING O O ® 0 0 0 0] N o 0 0 4 �D a -� LL J as W �O � DETAI 4 I OL Ca Q ::::_:__:___ :-:.�- �_: :c:..__-c::__:::_:s.__ + � j e 0oo w - 6 � v LLI , s w U- � � I 0 Q Q z z! II' - . 1 1 _ _. J 0 0 0 ° TYPE I AY -IN -- - ° TY E I LAY -1 T E I LAY- r 7 �_.. TY E I LAY -I T]Y I LAY-iti�!■ co CD Q U O I_ Q (j) U <C uj X 4 ° ° �\- SUSPEND FROM STRUCT. 1 j 0 0 0 0 0 o ABOVE W/ l2) 3 1/e "m THREADED RODS AT EACH END. V- TYPE L Y Irf T P8 LAY -IN PROVIDE SECOINDARY FRAMING O O ® 0 0 0 0] N o 0 0 4 �D a -� LL J as W �O — _..._.......... _...._.. _ _ -- —_.._ ...__... TYPE II LAY -IN CEILING DETAI � � to OL Ca ::::_:__:___ :-:.�- �_: :c:..__-c::__:::_:s.__ + Q- e 0oo - 6 � L LLI s U - . 1 1 _ _. J 0 0 0 ° TYPE I AY -IN -- - ° TY E I LAY -1 T E I LAY- r 7 �_.. TY E I LAY -I T]Y I LAY-iti�!■ co CD 1/I TY E I LAY-1 8' -0" 0 o TY E I LAY -1 O - _ ......... .... _.__.._............_ ..__...._., -- - - - _. Fr uj X 4 ° ° �\- SUSPEND FROM STRUCT. 1 j 0 0 0 0 0 o ABOVE W/ l2) 3 1/e "m THREADED RODS AT EACH END. V- TYPE L Y Irf T P8 LAY -IN PROVIDE SECOINDARY FRAMING Q TYPE I L - IN __._. - __ - ._ -- _ - _ ____ TYPE I LAY - IN AT STRUCT. ASREQUIRED. /yr 0 0 0 0] N o 0 0 4 Q Q m ELECTRIC PROJECTION SCREEN / . _.._ .__._._._. __ _ __..._ _ .____. _ _ _ -- _ _ _ _. _ -- ! �! TING BRACKET. RE. _ _.._. _ _.— ._._.. _._...__. _ _ I_.__.:.. SPEC. W �z� ................. v.._ ....�.� rte...... .. ��...:.. r::...,. ��._. -_._ ...�� _'�- _- Y^� —__ _ �._�:-- _:.�� =�_-:— _ -: . _1-._ ���,?� � �� ��_ = - -.:. T . _....._�- ___ -__ ._......---- ._._...I- ..._.____..�_.._._.._ ------ ._ _..1 ..._ _....... -..._ _ ____..._L= :: �._ - -- ------- as W �O — _..._.......... _...._.. _ _ -- —_.._ ...__... TYPE II LAY -IN CEILING DETAI � � to f1/ - ::::_:__:___ :-:.�- �_: :c:..__-c::__:::_:s.__ W W N0 ECOND LEVEL REFLECTED CEILING PLAN e 0oo SUPPORT HOUSING AT THIRD POINTS FROM STRUCT. ABOVE W/ (2) %`4 THREADED RODS. PROVIDE SECONDARY FRAMING MEMBERS AT STRUCTURE AND AT HOUSING AS NECESSARY. SUPPORT FRAMING FROM BOTTOM OF STRUCT. PROVIDE SECONDARY FRAMING AS NECESSARY, ROLLING COUNTER DOOR ASSEMBLY, RE: SPECS. ATTACH HOUSING TO EA. - END WALL. Q 4 Q o o o- F 4 a c a c F 0 a O i AO i o- Y _._. _._._._._ ._.-,- .- .- .- .- .- .- .- .- .- .- ._.- ._._--- - ._._._._._._._._. I I I I SIM. ril CONSTRUCT CRICKETS W/ TAPERED a I DECK INSULATION. RE SPECS. I I I I MECHANICALLY ATTA�WED, SINGLE I PLY MEMBRANE OVEi4 4" RIGID I I i DECK INSULATION. RE:' SPECS. Q I ( i O CV d Archite t L Q� o.,iA, y '05 4 RegIste U _q 0 KR T A. KAR5 Q _._._._._. i ------ ------ ------ _ i _....... _....... ...... _....... _._ .T._. --- ._._._._._._._. ._._. -. 5 SiM. j I CONSTRUCT CRICKETS W/ TAPERED 1 I DECK INSULATION. RE: SPECS. MECH TRANSLUCENT ROOF PANEL I I ( PLY t KAL -WALL MECWAN14ALLY ATTACWEU, SINGLE OF 211 SYSTEM OVEF ROLLED CANNEL SECTIONS. I , PLY MEMBRANE OVER 4" RIGID I TAPE I I <[ DECK INSULATION. RE: SPECS. I WHER V O O � p J l Q Q) ) O MZ ,:3 "t x Q Q w ®~ W CO z � , = CC t3 - (� cm LLJ cm W 'a °',,, Lu cl, IN . MECHANICALLY ATTACWE!'�, SINGLE PLY MEMBRANE OVER 4 IGID ( I ��� ! I j ��" DE CK INSULATION, OVER TAPERED \_j DECK INSULATION. RE: SPECS. ROOF A I CONSTRUCT CRICKETS W/ TAPERED — j i i DECK INSULATION, RE: SPECS. _ . _ _ _ _ _ r-1/ __ _ _ r -I '�i- - • - - - - - '-'- '- '- '-' -'-' -' �' -' -' I- - ' -' -' -' �� �� O G i I DRAINS A - 15 I ` I I I A - R.D. I i i I I I O1 -- - - - - -� I BELOIU2 O.RD. A - I 60rnfl. HOUSEKEEPING r I I PAD BELOW PIPE j O O.R.D. i SUPPORTS. (TYP) i I I V EN T Al - 15 \EXHAUST F IF w I I E 1 ' - 4" vTR _._._._._._._._._. - �.- ._._._._._.�. N I ( I I, I - - -- - - - - - - - - RT O I I L I mo" J I _ 36" x 36" ROOF - - - 1 a i I l i I �! ACCESS H TCH I i I i E - - -- - -- - - - -- �. ROOF' TCP 3 i Ili A - 5 -- - - - -� A -15 U ITj i RT i �� L - - -- J -5 I I• IU r- - --- --- -, L - -- - - -- --- -I. ill 4 BELOUJ _ . I o I -5 �HATCi A -15 - - - - -' -' -� -- _�- ._._._._._. - .- ._I_._._._._ L ill PRE-FINISHED STANDING SEAM L� e LJ j I METAL ROOF PANELS OVER I 11 /2 " PROTECTION BD. OVER I METAL ROOF DECKING. i j -t - - -- - --- - - -_�; R.D. i i 5 [�� I O.R.D. A - I I I I M Q N I BELOW 4 i m i I I _. -. - .- .- . -._._ - .- ._._._._._._. -. _._._,------ ------ ------ _. _._ --------- I 1 i I I �' I i � I I O.R.D. BELOW 2 I I I I A -5 I ' J I I I I I I I I BARRELIVAULT SKYLIGHT-/- I I � SYSTEM. (2E: SPECS. _._._._._._ I I I _._._._._._._._._.- _. - ._._._ _ _ _ _ _ _ _ j _ _ _ _ I � I I I I --- - - - - -- I CONSTRUCT CRICKETS W TAPERED i J /R "� I R.D. i r DECK INSULATION. RE: 6PECS. I I O.RD. MECHANICALLY ATTACW D, SINGLE I I -_- --- -___ -� I PLY MEMBRANE OVER 4" RIGID I ( I DECK INSULATION, OVE19 TAPERED I I DEC '_ INSULATION. RE: S ECS. - - -'- -._. _._._._._._._._. +._._._._._._._._._._._._._. -. -._ _ _._. _._._._.. _ i i I I I I 1 r I I I I I I I I I I I I I I I 91M. 5 KAL -WALL TRANSLUCENT'ROOF PANEL MECHANICALLY ATTACHED, SINGLE ( SYSTEM OVER ROLLED CAN�EL SECTIONS. PLY MEMBRANE OVER 4" RIGID j I i DECK INSULATION. RE: SPECS. i j I CONSTRUCT CRICKETS W/ TAPERED DECK INSULATION. RE: SPECS. /� f� ^ O DRAINAGE FLAN � " " y 1/ - 11/ - all 4� — • — — — — _ — MECHANICALLY AT' ( PLY!MEMBRANE O\ 7 DECr INSULATION. I KROOF PANEL I A - \TR SSYSTEM and /or i l — CONSTRUCT CRIC DgCK INSULATIOi' -'- '' -'-'-' -' -I'- - _._._. _._._._._._._._._._._. _._._ _ . _ . _ O R of I A -15 DRAINS I I I I I RD. F ROOF I -� 0,10 �— A - 15 VENT I I ROOF O.RD LBELOW I A - 15 VEN "i, I \ A - 5 moo; 2" VTR I RD. i o� (3)-" FLUE I I O `0�8 " FyUE j I I p R , " - EF I A - VENT ( ) I I e --- - I F XHAUST `rL-' r ' '- - - - - - 1/ -- - A - FAN j L J i\ - -�� 5T I E ROOF TOP I m 2" VT I � � -' A -15 r 1 I - - - - - - - - - -- - - r------1/- RT L J r i I 1 I I 6 f - -- -- i I �_� I L_j 1 3� x 36 ROOF I I 1 i I " i 4T , i , l I I I ACCESS PATCH i -' , I , \ •_, / i 3 - -� - -J A -5 I I L-- -- J 1------ - � - L__ (I I ROO A -15 TCH I BELOW 4 _._._._.- - '- '- • -' --- - '- • -' -'- PRE - FINISHED STANDING SEAM 11/ METAL ROOF PANELS OVER ( I I lie" PROTECTION BD. OVER j j METAL ROOF DECKING. 11/ a5 i i RD. I' - - - -- -- - - - -' -1 I - I _ —� O.RD O l 0 �— I I I I 4 BELOW I I I m I i I I I _._._. ...... ._. j_._. _._._._._._._j._._._._._._._. ._._._._._.- _._. _._._._._. _._ ------ I I I 1 I �• ( i I — A -5 —� R I i I I A 2 5 BELOW j i I I I I I I I I I I I I I I ( I I I _ _ _ _ _ ._._._._ _._. -._ - ._._._. - ._._._._.- .- ._.- .- . -. -. -. I I ._._. � I I C p I I R.D. CONSTRUCT CRICKETS W/ TAPERED Q DECK INSULATION. RE: SPECS. O.RD I I I MECHANICALLY ATTACHED, SINGLE I PLY MEMBRANE OVER 4" RIGID I I I DECK INSULATION, OVER TAPERED - _._ _ _I - -- - - - - - - - _.- PECK INSULATION. RE: SPECS. 1 I I I 1 I I I I 6x3 I I ( ANGLI TRUSS 5 SIM, D41) A - I MECHANICALLY ATTACHED, SINGLE I CURVED SKYLIGHT PANEL (I PLY ME> BRANE OVER 4" RIGID I W/ EDGE TRIM. RE: SPECS 1 ' " DECK INSULATION. RE: SPECS. j CONSTRUCT CRICKETS W/ TAPERED SET SKYLIGHT PANEL IN DECK INSULATION, RE: SPECS, CONTIN. BEAD OF SEALANT. h I 1. SEALANT (' 24 GA., PRE - FINISHED G.I. -: DRIP EDGE SET IN CONTIN, ; BEAD OF SEALANT AND (� FASTENED TO TOP OF CHANNEL. - -- -- -- -- - - - - -- -- -- -- - - -- 1 ' I 's I I I , 1 I - - - - - - i I I I ' , I I , , 1 I I 1 I I I , I 1 I I I I I I I I I i I , I I I ! I I I -- -- -- -- - -- -- -- -- -- - -- II 1 I I I i 1 I A - 5 - l 1 I I 1 I I I 1 1 , , - I -- - -- - -- _ ,n Q t INN J C A/-V?_D m^1 24 GA. METAL FULLY ADHERED MEMBRANE - FLASHING. LAP OVER TOP OF WALL AS SHOWN. 11 /2" EXTERIOR GYPSUM SHEATI ANICALLY ATTACHED, SINGLE 1015RANE OVER (2) LAYERS RIGID DECK INSULATION, OVER RED DECK INSULATION 1111 CRICIC INDICATED. 'ACHED, SINGLE 'ER 4" RIGID )VER TAPERED 2E: SPECS, CETS W/ TAPERED RE: SPECS. DETAIL 31/ IMINUM COPING EXTRUSION PANEL SUPPLIER INSULATED METAL WALL PANEL, RE: SPECS, INSULATED METAL WALL PANEL. RE: SPECS. e] F0_T3Wim 111/ - 011 ., X5116" CLOSURE BETWEEN EA. INSULATED METAL WALL PANEL. RE: SPECS, DETAIL 5 ',AIL cum i I 1 I i i i I I I � � I Lu ` Q Qj 1L� I O CV d Archite t L Q� o.,iA, y '05 4 RegIste U _q 0 KR T A. KAR5 Q State of Idaho i I 1 I i i i I I I � � I Lu ` Q Qj 1L� I BACKER ROD AND SEALANT, INSULATED METAL WALL PANEL. RE: SPECS, INSULATED METAL WALL PANEL. RE: SPECS. CONTIN. 2X4 REDWOOD NAILER CONTIN. 24 GA. G.I. SPRING -LOK FLASHING 1 RIGID DECK INSULATION 1 12" EXTERIOR GYPSUM SHEATHING. (� MECHANICALLY ATTACHED, SINGLE I LAYERS OF 2" RIG DECK INSULATION D EXTRUDED STARTER BAR BY PANEL SUPPLIER 24 GA., PRE - FINISHED METAL FLASHING, FULLY ADHERED MEMBRANE FLASHING, 11 /2" EXTERIOR GYPSUM SHEATHING. SEALANT / MECHANICALLY ATTACHED, SINGLE PLY MEMBRANE OVER (2) LAYERS OF 2" RIGID DECK INSULATION, OVER TAPERED DECK INSULATION. PRE - FINISHED STANDING SEAM METAL ROOF PANELS OVER 11/ PROTECTION BD. OVER ROOF DECKING. 4TIN. 24 GA., G.I. HOLD DOWN. IN FULL BED OF SEALANT SECURE TO TOP OF CHANNEL ')ELF TAPPING SCREWS. 'HEMMED EDGE OF FIRST PANEL :R HOLD DOWN AND SECURE W/ 'RIVETS AT 12" O /C, MUSED TUBE STEEL SECTION STRUCT. DRAWINGS. PAINT. [USED WIDE FLANGE SECTION. STRUCT. DRAWINGS. PAINT. n=t A i1 /51\ O CV M L Q� U O a3 U _q Q V O O � p J l Q Q) ) O MZ ,:3 "t x Q Q w ®~ W CO z � , = CC t3 - (� cm LLJ cm W 'a °',,, Lu cl, IN BACKER ROD AND SEALANT, INSULATED METAL WALL PANEL. RE: SPECS, INSULATED METAL WALL PANEL. RE: SPECS. CONTIN. 2X4 REDWOOD NAILER CONTIN. 24 GA. G.I. SPRING -LOK FLASHING 1 RIGID DECK INSULATION 1 12" EXTERIOR GYPSUM SHEATHING. (� MECHANICALLY ATTACHED, SINGLE I LAYERS OF 2" RIG DECK INSULATION D EXTRUDED STARTER BAR BY PANEL SUPPLIER 24 GA., PRE - FINISHED METAL FLASHING, FULLY ADHERED MEMBRANE FLASHING, 11 /2" EXTERIOR GYPSUM SHEATHING. SEALANT / MECHANICALLY ATTACHED, SINGLE PLY MEMBRANE OVER (2) LAYERS OF 2" RIGID DECK INSULATION, OVER TAPERED DECK INSULATION. PRE - FINISHED STANDING SEAM METAL ROOF PANELS OVER 11/ PROTECTION BD. OVER ROOF DECKING. 4TIN. 24 GA., G.I. HOLD DOWN. IN FULL BED OF SEALANT SECURE TO TOP OF CHANNEL ')ELF TAPPING SCREWS. 'HEMMED EDGE OF FIRST PANEL :R HOLD DOWN AND SECURE W/ 'RIVETS AT 12" O /C, MUSED TUBE STEEL SECTION STRUCT. DRAWINGS. PAINT. [USED WIDE FLANGE SECTION. STRUCT. DRAWINGS. PAINT. n=t A i1 /51\ CV M d. a3 Q V W � J l Va Q ®~ W CO z � , = CC 0 L (� cm cm W 'a °',,, cl, IN BACKER ROD AND SEALANT, INSULATED METAL WALL PANEL. RE: SPECS, INSULATED METAL WALL PANEL. RE: SPECS. CONTIN. 2X4 REDWOOD NAILER CONTIN. 24 GA. G.I. SPRING -LOK FLASHING 1 RIGID DECK INSULATION 1 12" EXTERIOR GYPSUM SHEATHING. (� MECHANICALLY ATTACHED, SINGLE I LAYERS OF 2" RIG DECK INSULATION D EXTRUDED STARTER BAR BY PANEL SUPPLIER 24 GA., PRE - FINISHED METAL FLASHING, FULLY ADHERED MEMBRANE FLASHING, 11 /2" EXTERIOR GYPSUM SHEATHING. SEALANT / MECHANICALLY ATTACHED, SINGLE PLY MEMBRANE OVER (2) LAYERS OF 2" RIGID DECK INSULATION, OVER TAPERED DECK INSULATION. PRE - FINISHED STANDING SEAM METAL ROOF PANELS OVER 11/ PROTECTION BD. OVER ROOF DECKING. 4TIN. 24 GA., G.I. HOLD DOWN. IN FULL BED OF SEALANT SECURE TO TOP OF CHANNEL ')ELF TAPPING SCREWS. 'HEMMED EDGE OF FIRST PANEL :R HOLD DOWN AND SECURE W/ 'RIVETS AT 12" O /C, MUSED TUBE STEEL SECTION STRUCT. DRAWINGS. PAINT. [USED WIDE FLANGE SECTION. STRUCT. DRAWINGS. PAINT. n=t A i1 /51\ KE N PURR OUT MASONRY WALL WITH 3 /4" DWC, 16" O/C 01 AND COYER WITH No" TYPE "X" GYP. BD. EXTEND PURRING ACROSS ADJACENT FRAME WALLS AS INDICATED TO BRING WALL SURFACES FLUSH. PURR OUT MASONRY WALL WITH 1 1 2 "" G.I. 7" 02 FURRING 24" O /C. FILL WITH 1 "" RIGID WALL INSULATION AND COYER WITH 5 ie" TYPE "X" GYP. BD, 03 RECESSED ENTRY MAT AND FRAME, RE: SPECS. O 1 1 i2 "0 HANDRAIL EACH SIDE. SEE SECTION 04 FOR EXTENT OF RAILS. I ON EAST END OF BUILDING TE AND SIMILAR TO STAIR Ill OBE. GRADE LEVEL SECOND LEVEL ENLARGED 5TAIRUJAY PLAN5 11 ° I' - 0 " s 4 4 105 IN 6 M mmi // 22 v >TEEL PAN STAIR TREAD i ASSEMBLY. PAINT EXPOSED SURFACES 2E. DETAILS SHEET AI6. I "` I C 0 STEEL HANDRAIL. PAINT ( I AI RE. DETAILS SHEET A16. I COPY / WORK N I 6 -10 i 11 31/2 A M Al ' STEEL PAN STAIR TREAD �7 X, r 0 ASSEMBLY. PAINT EXPOSED SURFACES , RE. DETAILS SHEET AI6. - 1 Reglste d O Archito No -A 05 FLOOR (OPENING RT A. KARS State of Idaho 9 —W s i n _ uw— M � Q I MAIL ROOM r Q1 102 O O 0 Ib Q) CZ W Q Q eb � I I I I I I ': Zs x Q-' I z 12 I i fy I °N ° N � I U L 101 r Lu 8" 0 HOLE r I Z � ul _7777 I e N I ( I I I I I I I 1 I I I I I M mmi // 22 v >TEEL PAN STAIR TREAD i ASSEMBLY. PAINT EXPOSED SURFACES 2E. DETAILS SHEET AI6. I "` I C 0 STEEL HANDRAIL. PAINT ( I AI RE. DETAILS SHEET A16. I COPY / WORK N I 6 -10 i 11 31/2 A M Al ' STEEL PAN STAIR TREAD �7 X, r 0 ASSEMBLY. PAINT EXPOSED SURFACES , RE. DETAILS SHEET AI6. - 1 1 -7 I/7" m 1/2" _C M I' -9" 4' -4 3/4" LI. 5 ' -4 " LL 3 1/2 3 1/2" 3 1/2" 3 1/2" ENLARGED MAIL ROOM PLAN5 4 M 1/411 s 11 -//11!/ 11 4 1 Reglste d O Archito No -A 05 RT A. KARS State of Idaho STEEL GUARDRAIL ASSEMBLY. PAINT. RE. DETAILS SHEET Alb. � Q MAIL ROOM r Q1 102 O O 0 Ib Q) CZ Q Q eb � ': Zs x Q-' i e z 12 Ai ELEV. EQUIP, U L 101 r Lu 8" 0 HOLE r Q) Q.) U Z � ul _7777 1 -7 I/7" m 1/2" _C M I' -9" 4' -4 3/4" LI. 5 ' -4 " LL 3 1/2 3 1/2" 3 1/2" 3 1/2" ENLARGED MAIL ROOM PLAN5 4 M 1/411 s 11 -//11!/ 11 4 1 i OL ° o a LI I 1 1 P.T.D.. - I. .. — — — — — P.TD.� — — — • / — — — — — — — — � — — . — — — DASHED LINE INDICATES r l ,B, � ( \ oo '✓ TYPE I TYPE I TYPE I TYPE I TYPE I w . 0 / \ �., EXTENT OF C.T. WAINSCOT. ' N { emu/ ' w MIRROR MIRROR r ( MIRROR MIRROR MIRROR a ci 1 SD. . SD. SD. O S.D. i P.TD. � M o I _ I r _ _ q m co AI9 . ,_ in WOMENS AI9 PAD TPD. T.PD. / DASHED LINE INDICATES - , _SHOWER I ' � - - - J - ) DASHE LINE INDICATES \ ' OMEN'S 4 c EXTENT OF .T. WAINSCOT. 3 i 144 ' i C EXTENT OF C.T. WAINSCOT. I r N MEN'S I 135 r I 211 _ DASHED LINE INDICATES = - `,� L9 M -- E --� 5 I �N r p �n I I, I I '\ / I m C I EXTENT OF C.T. WAI SCOT. { C 231 V ., N ) / 134 z a I - �u I ; �� e e I L W N T.P.D. ' S r `" ' r J i ' DASHED LINE INDICATES ( I RESTROOM ( ' -- - - {' ' `^ L - - - 71 ZI A/ 7 r ( r cD cn EXTENT OF C.T. WAINSCOT_ - - J ! / I i I T.F'D. T.P.D. { , �. I pp I' , � ; I 'T.PD. T.F.D. T.P.D. I T.PD. 145 ( Q u. 5' -2 I/2" 3' -I" (% CURTAIN {' �- - - - 3' -0 /2" 3' -1" 5' -2 I/2" 36`1x36" CEILIN�s I \ /II c''v w I 36 "x36" OEILINCs a ACCESS DOOR I - T� i �I 93 gl Ii hACCESS DOOR Q I I L — � — J , r i� G.B. G.B. G.B. G B. I r r t-. _ .....I ..... _..) TYPE 2 I 5 TYPE. 2 l ,1 a „ ,/ ,r LA W 0 \ GI - mlt X11_211 , 13' I � � //\ cc f 1' -2 I 3 1/2" O M 3 I/2° 11' -10 1/4" 4'4' ' -10 1/2" 5' -1 4 I' -4 5' -1 1/4" 13 -0 3 i/2 3 I/Z 3 1/2 3 1/2 3 1/2 3 I/2 3 1/2 3 I/2" 3 1/2" N 4 N cc . cc o0 ENLARGED REFROOM PLAN5 ENLARGED REFROOM FLAN5 W ti 0 1/4" 2 I' -0" 4 s 1/411 S 1'-011 4 REFER TO SHEET A -1 FOR REFER TO SWEET A -1 FOR WALL ELEVATIONS AND WALL ELEVATIONS AND ACCESSORY SCHEDULE. ACCESSORY SCHEDULE. SECO�D LEVEL S TAIRWAY PLANS Reglste d O Archito No -A 05 RT A. KARS State of Idaho i OL ° o a LI I 1 1 P.T.D.. - I. .. — — — — — P.TD.� — — — • / — — — — — — — — � — — . — — — DASHED LINE INDICATES r l ,B, � ( \ oo '✓ TYPE I TYPE I TYPE I TYPE I TYPE I w . 0 / \ �., EXTENT OF C.T. WAINSCOT. ' N { emu/ ' w MIRROR MIRROR r ( MIRROR MIRROR MIRROR a ci 1 SD. . SD. SD. O S.D. i P.TD. � M o I _ I r _ _ q m co AI9 . ,_ in WOMENS AI9 PAD TPD. T.PD. / DASHED LINE INDICATES - , _SHOWER I ' � - - - J - ) DASHE LINE INDICATES \ ' OMEN'S 4 c EXTENT OF .T. WAINSCOT. 3 i 144 ' i C EXTENT OF C.T. WAINSCOT. I r N MEN'S I 135 r I 211 _ DASHED LINE INDICATES = - `,� L9 M -- E --� 5 I �N r p �n I I, I I '\ / I m C I EXTENT OF C.T. WAI SCOT. { C 231 V ., N ) / 134 z a I - �u I ; �� e e I L W N T.P.D. ' S r `" ' r J i ' DASHED LINE INDICATES ( I RESTROOM ( ' -- - - {' ' `^ L - - - 71 ZI A/ 7 r ( r cD cn EXTENT OF C.T. WAINSCOT_ - - J ! / I i I T.F'D. T.P.D. { , �. I pp I' , � ; I 'T.PD. T.F.D. T.P.D. I T.PD. 145 ( Q u. 5' -2 I/2" 3' -I" (% CURTAIN {' �- - - - 3' -0 /2" 3' -1" 5' -2 I/2" 36`1x36" CEILIN�s I \ /II c''v w I 36 "x36" OEILINCs a ACCESS DOOR I - T� i �I 93 gl Ii hACCESS DOOR Q I I L — � — J , r i� G.B. G.B. G.B. G B. I r r t-. _ .....I ..... _..) TYPE 2 I 5 TYPE. 2 l ,1 a „ ,/ ,r LA W 0 \ GI - mlt X11_211 , 13' I � � //\ cc f 1' -2 I 3 1/2" O M 3 I/2° 11' -10 1/4" 4'4' ' -10 1/2" 5' -1 4 I' -4 5' -1 1/4" 13 -0 3 i/2 3 I/Z 3 1/2 3 1/2 3 1/2 3 I/2 3 1/2 3 I/2" 3 1/2" N 4 N cc . cc o0 ENLARGED REFROOM PLAN5 ENLARGED REFROOM FLAN5 W ti 0 1/4" 2 I' -0" 4 s 1/411 S 1'-011 4 REFER TO SHEET A -1 FOR REFER TO SWEET A -1 FOR WALL ELEVATIONS AND WALL ELEVATIONS AND ACCESSORY SCHEDULE. ACCESSORY SCHEDULE. SECO�D LEVEL S TAIRWAY PLANS O L Q U O � Q U � Q1 O O 0 Ib Q) CZ Q Q eb � ': Zs x Q-' fa z 12 � U L Lu s Q) Q.) U Z � ul 5 PAINTED WALL ABOVE C T. aN5C T DASHED L INE IND ICA T66 48 C.7 U,N6C r. ABO 6 C. T. BASE - 49 114" le" I.T., L_ L SOUTH WALL REFROOM 145 1/211: -011 1 12 12 W 11 WE 5T WALL -.1RESTIROOM 145 7'-4 314" 5'- 7 114 DASHED LINE INDICATES 74 114" C. UN6C r ABOVE 6 C BASE P. T.D. DA6A4F0 L INE INDICATES 74 114 C. PAINTED WALL ABOVE C.T. BASE ILN6C T. ABOVE 6 C. BASE W 7' PAINTED - 1 l/2 ALL 5 ' -0 " L) TYPE 2 MIRROR PAINTED WALL ABOVE C.T UNbCr 4 E,45T WALL =IEN5 144 1 QUEST WALL MEN5 134 12 NORTH WALL REF ROOM 145 -0 11 12'-2 112 QUEST WALL WOMEN5 144 E,451 WALL MEN6 134. 7 12'-2 11 5 SOUTH WALL WOMEN5 211 C. T. CO VED BASE V-2 Wit 5' - 7 1/4" i, 7 �I PAINTED WALL ABOVE C.T. U,N5CT. AND CT BASE 52 15 15" DASHED L INE IND ICA TE6 48 C. T W6C T. ABO 6 C. T. BASE TYPE 2 MIRROR . .... ........ IM T E,45T WALL REFROOM 145 1/211 -Oil 2 1/15111 50UTH WALL WOMEN5 144 1 50UTH WALL MENS 134 11 REVER5ED" .5 11 3112 �1 PAINTED 10 /'-0" /'-e" /'-0" 1 /'-0" PAINTED WALL . . ... ABOVE ...... PAINTED C.T UN5CT TYOE I MIfROR WALL L INE ABOVE ABOVE 6 T. ABO C.T. aN6Cr 74 It I J_ 0 DASHED UN6CT 74 ABOVE L INE INDICATES 6 C. T. BASE 07 74 44 114 C. r, - - lot, ... ...... . ......... . ....... . ..... PAINTED WALL ABOVE CT. BASE URINAL, MEN6 134 C.T. CO VED BASE - uj co 0 - - ------ 0 nS 0 o ..... .... . u Ab C T. COVED BASE .... .. ------- ... ro C. E: Q) 0 ........ I ------ -- --- O C) .. . . . . .... .......... Q) 0 PI w E.: 07 4 1s" 50UTH WALL WOMEN5 144 1 50UTH WALL MENS 134 11 REVER5ED" .5 11 3112 �1 6 C. T COVED BA SE J E,45T WALL WOMEN5 211 1/2 �1 BASE WE5T WALL MEN5 231 1/2 PAINTED 10 /'-0" /'-e" /'-0" 1 /'-0" PAINTED WALL . . ... ABOVE ...... left C.T UN5CT TYOE I MIfROR TY: M19ROR L INE ABOVE DASHED UN6C 6 T. ABO L INE 74 INDICATES 6 I C. T. BASE 74 114 C. T. ABOVE 44" C.T. PAINTED WALL ABOVE C.T. BASE ... ...... . ......... . ....... . ..... c, Of uj co 0 - - ------ 0 nS 0 o ..... .... . u Ab C T. COVED BASE .... .. ------- ... ro C. E: Q) 0 ........ I O C) .. . . . . .... .......... Q) 0 PI w E.: 07 6 C. T COVED BA SE J E,45T WALL WOMEN5 211 1/2 �1 BASE WE5T WALL MEN5 231 1/2 1 , 6 1. 9 W it 10 /'-0" /'-e" /'-0" 1 /'-0" PAINTED WALL ABOVE C.T BASE co co TD. left OA6,41EO iW6CT. TYOE I MIfROR TY: M19ROR L INE ABOVE INDICATES 6 C. T. BASE 74 114 C. T PAINTED WALL ABOVE 44" C.T. UjNbCT C. 7 COVED 5A65 - ... ...... . ......... . ....... . ..... c, Of uj co 0 - - ------ ........ o ..... .... . u Ab C T. COVED BASE .... .. ------- ... ro C. E: Q) ... . T. ........ I O C) .. . . ....... .......... Q) 0 PI w 1 , 6 1. 9 W it :.,45T WALL - Mf -10 PL A6 TIC L AMINATE TE COUN W14" BACK SPL ASH 112" TkICK PLASTIC LAM BRACE AT END. Iry 1/. 10 /'-0" /'-e" /'-0" 1 /'-0" FA/WhD WALL ABOVE C.7. BASE 4 TIC LAMINATE COUNTER PL UJI 4 BACK SPLASH co co TD. 0 x MAP �j TYOE I MIfROR TY: M19ROR PAINTED WALL ABOVE C.T. BASE PLASTIC LAMINA COUNTER W1 4" BACK 6PLA69 TYoE I MIi ROR TY#E I MI�ROR ui Clt J J L. C. 7 COVED 5A65 - ... ...... . ......... . ....... . ..... c, OC uj co 0 ........ o ..... .... . u Ab C T. COVED BASE .... .. ------- ... :.,45T WALL - Mf -10 PL A6 TIC L AMINATE TE COUN W14" BACK SPL ASH 112" TkICK PLASTIC LAM BRACE AT END. Iry 1/. 10 /'-0" /'-e" /'-0" 1 /'-0" FA/WhD WALL ABOVE C.7. BASE 4 TIC LAMINATE COUNTER PL UJI 4 BACK SPLASH co co SO A r- 0 x P, TL Z TYOE I MIfROR TY: M19ROR (J - 4 ui Clt J J L. C. 7 COVED 5A65 - ... ...... . ......... . ....... . ..... c, OC uj co 0 o C4 C ID CC Q) LLI oc to O C) NORTH WALL LH cv - n lie'" 9 112 /'-e" /'-e" /'"C" /'-0" PAINTED WALL ABOVE C.T. BA3E PLASTIC LAMINATE COUNTER W14" BACK SPLASH SOAP - D co co 0 x r_z Z TYOE I M19ROR I TYK I MIRROR (J - 4 ui Clt J J L. C. T. COVED BASE - ... ...... . ......... . Q c, OC uj co 0 o C4 C ID CC Q) LLI oc to O C) LH cv - n 5 12' -2 112 SOUTH WALL MEN5 231 1/211.1--0ls O co co 0 x Q) (J - 4 ui Clt J J L. Q c, OC uj co 0 o C4 C ID CC Q) LLI oc to O C) Q) 0 w 5 12' -2 112 SOUTH WALL MEN5 231 1/211.1--0ls 04 co co 0 x ui Clt J J L. 0 OC uj co 0 o C4 CC CC LLI oc to 0)(4 j 5 12' -2 112 SOUTH WALL MEN5 231 1/211.1--0ls 12 C. T.- ) �o WE5T, WALL 5HOWER - 13a 112 z 1' -0 12'-2 1/2 " --- ROD 4 CURTAIN --- LqLl Q) W .-✓1 TIL ROD4 CURTAIN -3 112 C.) 2t -2 uj L i__ j .j v, 12 it 1 S, . ........ .. . .... .. 0 oc . ... ...... 0 II > Lu ---------- CID Lu 0 m 04 c*A :3 W co N 0 =3 ca o D ----- ------ MIROOR II II (j PAINTED WALL ABOYE C.r UN6Cr A PD PAINTED WALL ABOVE 6 C0150 BA6E II II II I .... . ...... ....... . II It ... II I L II Tl II . . . .. ..... ... . II II E ...... ....... . I ------ ---- l d L J Cr AS .. . ...... . . .... ...... WE5T, WALL 5HOWER - 13a 112 z 1' -0 12'-2 1/2 " M I T CU -5,8 & 7 L m C. T_ 11 --- ROD 4 CURTAIN --- LqLl Q) W .-✓1 TIL C.) 2t -2 uj i__ j .j ul . ........ .. . .... .. 0 oc :c MIRRO9 60A 0 > Lu co ii O CID Lu 0 m 04 c*A :3 W co N 0 =3 ca o D ----- ------ t II II (j PAINTED WALL ABOYE C.r UN6Cr II .... . ...... II I L II . . . .. ..... ... . ...... ....... . I I I l d L J M I T CU -5,8 & 7 L m C. T_ 11 MIT 6 W m .wl CURVED SKYLIGHT PANEL qYSTEM OVER PRE - FINISHED STANDING SEAM . . ..... VAULTED STEEL TRUSSES. • METAL ROOF ASSEMBLY OVER VAULTED STEEL JOISTS. PRE FINISHED METAL COPING. .. .. . ..... . .... ....... ...... ........ ................. .. --- ---- . .... .. . . X "A E RIOR ETAL HEAVY NE SYSTEM OV (o", GAGE • . ..... ..... ......... --- -- -------- ---- -- ---- 1 Yj_F_A_ . . . ....... ...... ...... - - - ---------- __.___.,...___ ------ . ......... PRE FINISHED ALUMINUM WI NOW WALL PRE FINISHED ALUMINUM WINDOW ASSEMBL' EXTERIOR METAL WALL PANEL ASSEMBLY-V 17 - fl ........ . ............. SYSTEM OVER 5" CMU MASONRY ....... CONSTRUCTION, ....... . ..... --------- - - . .................... .... r WIT444 ------------ ------------- ...... T ; r N % . ... .... ........... ... .... ..... ... . . .... . ....... ....... . ------ j, " T 11"RE ........... ....... .......... . .... . ...... . ........ . . .. ... ..... ... ... --- ------- ............. . ..... ........ -------- ...... .. .... ...... ...... ...... ------ FIN, FLO EX r ,',.UM SHEATIHIN, OVER 6", HEAVI'GAGE 5%. STUDS B.O. MTL. �!L VENEER I T 9 1- z . N _Mllfi 2 -FIE x. 115.5 z. J'x T7 .�. I .x .. axz a x a_ s . L a. J.._i x... . a a..-[ .z .x. .. x x:.r� s'. xzfsi. i. Y' x a. _.. s a x _x. z -. 1 r L.r .x� .r. s. a..i aY Z�.. � - r .r..J�,r. r .L a _, xsza' °t s r, x x .x.;r x„a . xLZ.. 2 T :7.. L xtx_:r. r z a..rrr, . 0 G. x.�• a.. ., a x a•Xx .a.. .z, z. .a'�z: r_.. . f. .(. s, . a.: z. .r' .r. .2.. .r,. i. . a.. .a:.r 7 ,x .x .r Tx? . a' 7 .. .r s .._..._... L---_,._......... I� .,..._..,.� (.-- °..... _. .��......._. _ .� ..__.. ,_.._.. r� .. x?x. x : t ;L 4..a a ,4 r?x �, r. a. x.... x r t x, . a...a,, .t T.O. OPNG I t. 7 ; C + M A A rA - EXTERIOR METAL WALL PANEL z ...r ....., z .r. z ,.. a x..r_.1. � .. rxza z .. a. L x. x..; SYSTEM OVER 6", HEAVY GAGE .,L ..r. L r. � ,t a r. s z .. T..rxx ,r . ._ _._. s� , a: a x x? a a .._.. — L z .x x ,r z, z . � ]. r. J.. __ ._ z .. � s.. s. ;z s. x; .r r..r . ?x, � s. . a. ._. L ,. I p .2 ..r .k.._..__..... _...._ STL. STUDS. _a.: I [,z,' 4- F ...r :r' I .. x .x .. r ]3, _ .L z:. J I' R El E17 U, F IN. 50"O%R, a. SEE STRUCTURAL DRAWINGS FOOTING 4 FOUNDATION INFORMATION. -1 -L, L T.O. FOOT L J L _ .A J_ T T T 'T' IN .. ... ... ... J_. -- -- j SOUTH ELEVATION M4 Rd --- -- --- LqLl Q) W .-✓1 TIL C.) 2t -2 uj i__ j .j ul . ........ .. . .... .. 0 oc :c MIRRO9 60A 0 > Lu co ii O CID Lu 0 m 04 c*A MIT 6 W m .wl CURVED SKYLIGHT PANEL qYSTEM OVER PRE - FINISHED STANDING SEAM . . ..... VAULTED STEEL TRUSSES. • METAL ROOF ASSEMBLY OVER VAULTED STEEL JOISTS. PRE FINISHED METAL COPING. .. .. . ..... . .... ....... ...... ........ ................. .. --- ---- . .... .. . . X "A E RIOR ETAL HEAVY NE SYSTEM OV (o", GAGE • . ..... ..... ......... --- -- -------- ---- -- ---- 1 Yj_F_A_ . . . ....... ...... ...... - - - ---------- __.___.,...___ ------ . ......... PRE FINISHED ALUMINUM WI NOW WALL PRE FINISHED ALUMINUM WINDOW ASSEMBL' EXTERIOR METAL WALL PANEL ASSEMBLY-V 17 - fl ........ . ............. SYSTEM OVER 5" CMU MASONRY ....... CONSTRUCTION, ....... . ..... --------- - - . .................... .... r WIT444 ------------ ------------- ...... T ; r N % . ... .... ........... ... .... ..... ... . . .... . ....... ....... . ------ j, " T 11"RE ........... ....... .......... . .... . ...... . ........ . . .. ... ..... ... ... --- ------- ............. . ..... ........ -------- ...... .. .... ...... ...... ...... ------ FIN, FLO EX r ,',.UM SHEATIHIN, OVER 6", HEAVI'GAGE 5%. STUDS B.O. MTL. �!L VENEER I T 9 1- z . N _Mllfi 2 -FIE x. 115.5 z. J'x T7 .�. I .x .. axz a x a_ s . L a. J.._i x... . a a..-[ .z .x. .. x x:.r� s'. xzfsi. i. Y' x a. _.. s a x _x. z -. 1 r L.r .x� .r. s. a..i aY Z�.. � - r .r..J�,r. r .L a _, xsza' °t s r, x x .x.;r x„a . xLZ.. 2 T :7.. L xtx_:r. r z a..rrr, . 0 G. x.�• a.. ., a x a•Xx .a.. .z, z. .a'�z: r_.. . f. .(. s, . a.: z. .r' .r. .2.. .r,. i. . a.. .a:.r 7 ,x .x .r Tx? . a' 7 .. .r s .._..._... L---_,._......... I� .,..._..,.� (.-- °..... _. .��......._. _ .� ..__.. ,_.._.. r� .. x?x. x : t ;L 4..a a ,4 r?x �, r. a. x.... x r t x, . a...a,, .t T.O. OPNG I t. 7 ; C + M A A rA - EXTERIOR METAL WALL PANEL z ...r ....., z .r. z ,.. a x..r_.1. � .. rxza z .. a. L x. x..; SYSTEM OVER 6", HEAVY GAGE .,L ..r. L r. � ,t a r. s z .. T..rxx ,r . ._ _._. s� , a: a x x? a a .._.. — L z .x x ,r z, z . � ]. r. J.. __ ._ z .. � s.. s. ;z s. x; .r r..r . ?x, � s. . a. ._. L ,. I p .2 ..r .k.._..__..... _...._ STL. STUDS. _a.: I [,z,' 4- F ...r :r' I .. x .x .. r ]3, _ .L z:. J I' R El E17 U, F IN. 50"O%R, a. SEE STRUCTURAL DRAWINGS FOOTING 4 FOUNDATION INFORMATION. -1 -L, L T.O. FOOT L J L _ .A J_ T T T 'T' IN .. ... ... ... J_. -- -- j SOUTH ELEVATION M4 Rd PAINTED WALL ABOVE 6" COVED BASE .9, " CO VED C. T. BASE R T.0 PARR O L 1�8 T FIN. FLOO5 OIL 113 1 1w 0. MTL. PANEk O L 110 �f NORTH ELEVATION I I[ 1; II-oll (s) O LqLl Q) W W 0 m C.) uj i__ j .j ul _LL LL 0 oc :c > > Lu co ii O CID Lu 0 m 04 c*A :3 W co N 0 =3 ca o D If PAINTED WALL ABOVE 6" COVED BASE .9, " CO VED C. T. BASE R T.0 PARR O L 1�8 T FIN. FLOO5 OIL 113 1 1w 0. MTL. PANEk O L 110 �f NORTH ELEVATION I I[ 1; II-oll 04 O LqLl Q) W W 0 m C.) uj j .j _LL LL 0 oc :c > �a co ii O CID Lu 0 m 04 c*A :3 W co N 0 o t (j ul PAINTED WALL ABOVE 6" COVED BASE .9, " CO VED C. T. BASE R T.0 PARR O L 1�8 T FIN. FLOO5 OIL 113 1 1w 0. MTL. PANEk O L 110 �f NORTH ELEVATION I I[ 1; II-oll 04 O LqLl Q) W W 0 m C.) uj j .j _LL LL 0 oc :c co ii O 0 04 c*A U) W co N 0 PAINTED WALL ABOVE 6" COVED BASE .9, " CO VED C. T. BASE R T.0 PARR O L 1�8 T FIN. FLOO5 OIL 113 1 1w 0. MTL. PANEk O L 110 �f NORTH ELEVATION I I[ 1; II-oll N 1 ►41RTIAL DECK GUARI THIS DRAWING INDICATES HALF OF TOTAL GIARDRAIL ASSEMBLY AT REAR DECK STAIN :NT BALLASTER ASSEMBLY. PAINT. W AMRAIL ELEV ADJACENT TO ELE 1/2" _ 1 -0 RAILING SECTIONS ON THIS PORTION OF THE GUARDRAIL HAVE A 120' -0" RADIUS. Q Q Q Q Q Q I PRE - FINISHED STANDINGI SEAM I i I METAL ROOF ASSEMBLYIOVER I I VAULTED STEEL JOISTS. 0 m Q Q Q I I I I I I I I -{ I I I I TOP gj2GI 1L Tn PACM L 9 � rAd m� AST 11 I' - mil AT ION T .O. PAR — 1251 - MR 121' -0" Y �°- 0 FIN. FL 113' -8 -�r- 0. MTL. P1101-01, T_ # 4 . N p . �. M CO z 0 � 0 W vs O d u } Lu 0 > Qc LM z' Q O H W CR ul CC o N eW) y ICU U _ Ul co cm U Z � 111 AST 11 I' - mil AT ION T .O. PAR — 1251 - MR 121' -0" Y �°- 0 FIN. FL 113' -8 -�r- 0. MTL. P1101-01, T_ # 4 . N p . �. M CO z U � W vs O d u } j 0 �a Qc LM z' Q O H W CR CC o N eW) y ICU U _ Ul co cm U Z � 111 AST 11 I' - mil AT ION T .O. PAR — 1251 - MR 121' -0" Y �°- 0 FIN. FL 113' -8 -�r- 0. MTL. P1101-01, T_ # 4 WE5T ELEVATION '�8 1' - n n n C7 n n l"c� no n . N p . �. M CO z W vs u ♦ � V 0 CC Q O H W CC O N eW) y u i co cm to WE5T ELEVATION '�8 1' - n n n C7 n n l"c� no n h I I (+ _ t I I 7 1 11— I i _..._..._ w . ... j I 7T I I B AK 'S OFFICEj CONF / 8 OAK ROOM j j I 10 mma 213 j 214 WA WAY PROGR MMING WA W Y 230 j 2 3UILD1 V V - V - V V C I I WQ Q i LEASE LEASE HALLWAY I LEASE CONF. ROOM I LOBBY 118 j 123 124 131 j 132 133 `� j 100 - - J L. _j L___ L__J I I I I I I I I 1 I i .055 5ECTION 1 I 6 I 5 I I I ROOF SYSTEM: I I 4 I 3 i 45mll, SINGLE PLY ROOF MEMBRANE OVER I I Al2 AI2 4 "d MIN. ROOF DECK INSULATION OVE llid "d STEEL ROOF PAN OVER OPEN I I I I R WEB STEEL JOISTS. I i I I I I All I I ._....__....__.__.--- _.._..L "" ..... I I i I SYSTEM OVER STEEL TRUSS SYSTEM and /or I I I I I I I I I I I ROLLED STEEL CHANNEL I (+ _ t I I 7 1 11— I i _..._..._ w . ... j I 7T I I B AK 'S OFFICEj CONF / 8 OAK ROOM j j I 10 mma 213 j 214 WA WAY PROGR MMING WA W Y 230 j 2 3UILD1 V V - V - V V C I I WQ Q i LEASE LEASE HALLWAY I LEASE CONF. ROOM I LOBBY 118 j 123 124 131 j 132 133 `� j 100 - - J L. _j L___ L__J I I I I I I I I 1 I i .055 5ECTION 1 I 6 I 5 I I I ROOF SYSTEM: I I 4 I 3 i 45mll, SINGLE PLY ROOF MEMBRANE OVER I I Al2 AI2 4 "d MIN. ROOF DECK INSULATION OVE llid "d STEEL ROOF PAN OVER OPEN III f �i �o i I E 250 II u 2>;wAr II 4S 01) t I 1 ........ .. . ... 1 I I INTERIOR PARTITIONvYSTEM: CLASSROOM ; COMPUTER j CONF. ROOM] GYPSUM BOARD 04R LIGHT GAGE 1141 1 HALLWAY 146 j MF- STEEL FRAMING SYS EM, INSULATED FULL j 15O ISOa WITH SOUND BATT. I I I - - T --, L__J I_ _J L. GRADE LEVEL FLOOR '6 YSTEM: FOOTING t FOUNDATION SYSTEM: I 4 "d. CONCRETE SLAB OVER CONCRETE FOOTINO t FOUNDATION i 4 "d. DRAINAGE FILL ATERIAL OVER SEE STRUCTURAL D WINGS FOR COMPACTED FILL ATERIALS. SIZE AND REINFOR ING ROOF SYSTEM (STAIR WELLS 24ga. VAULTED METAL ROOF PANELS OVER ROLLED STEEL CHANNELS SECTIONS, FIN, FLOOR TO, MA $. V EN = O L Ex TERIOR WALL SYSTEM (STAIR WELL): 4" BRICK VENEER and /or METAL WALL PANEL SYSTEM OVER Ibx8x8 REINFORCED MASONRY j BLOCK WALL. I I CIN CI nn;p L 3UILD I i I I I I R WEB STEEL JOISTS. I i I I I I I I ...... . ........ ........ ....I____...__....... __ I I ._....__....__.__.--- _.._..L _____.__.._.._.._..._ ..... SYSTEH OVER STEEL TRUSS SYSTEM and /or S i I SYSTEM OVER STEEL TRUSS SYSTEM and /or i I I I ROLLED STEEL CHANNEL I I I I I I (� I I I I I I I I EXTERIOR 'A � YSTEM : N 21 SECOND LEVE FLOOR SYSTEM: 4 "d. CONCRETE DECK OVER 1 STEEL DECK PAN OVER (a pPE WEB TEEL OISTS. i I I I I LEASE 226 I I jj DESIG N DE T. I D ::.' I IGN DEPT. 220 Qa� I MYRON OFFICE 2 ' z3 PR RAM 223 z ING STORAGE ----W 201 J03EP 2 m I la l J ETAL M PANEL SYSTEP STEEL FRAMING SYSTEM WITH R'26 FIBERGLASS I F N�_f� � d19 (i2� 2 I I I I —III...... I - - - -- - - -- --- -- -- -- I I I I I - - - -- I - - -- - -- - I 1 : d__ .....: 105 - - -- I _ _ ' I I 106 I -- - - - -- - -- - - -- - I I TERIOR PARTITION SYSTEM: I GYPSUM BOARD OVER LIGHT GAGE STEEL FRAMING SYSTEM, INSULAt D RILL 132 I WIT SOUND BATTS. L I I I I I _ : •:' 129 t 1 MEOW. ROOM 128 I I I I I -- -- - - - - -- -- - -- -- -- - - - - -- I 4CK SY, ST 4 "d. C NCRETE FLOOR 1 "d. OTEEL DECK PAN OPEN B STEEL JOIST I I — — — I I 116 L EASE 104 _ w_ I I I I — — — I" IN LATED GLAZING. I EXTERIOR WALL SYSTEM: 4" BRICK VENEER OVER STEEL TRAMING SYSTEM WITH R -'28 FIBERGLASS I — .— . —. —. —. F I N. F� I' I r ' 1 1 1 ' I I I I t GRADE LEVEL FLOOR SYSTEM: I I 4 "d. CONCRETE SLAB OVER I I AIIA NPAINA AF Fu I MerFQie1 nvKQ I I LOBBY ( III f �i �o i I E 250 II u 2>;wAr II 4S 01) t I 1 ........ .. . ... 1 I I INTERIOR PARTITIONvYSTEM: CLASSROOM ; COMPUTER j CONF. ROOM] GYPSUM BOARD 04R LIGHT GAGE 1141 1 HALLWAY 146 j MF- STEEL FRAMING SYS EM, INSULATED FULL j 15O ISOa WITH SOUND BATT. I I I - - T --, L__J I_ _J L. GRADE LEVEL FLOOR '6 YSTEM: FOOTING t FOUNDATION SYSTEM: I 4 "d. CONCRETE SLAB OVER CONCRETE FOOTINO t FOUNDATION i 4 "d. DRAINAGE FILL ATERIAL OVER SEE STRUCTURAL D WINGS FOR COMPACTED FILL ATERIALS. SIZE AND REINFOR ING ROOF SYSTEM (STAIR WELLS 24ga. VAULTED METAL ROOF PANELS OVER ROLLED STEEL CHANNELS SECTIONS, FIN, FLOOR TO, MA $. V EN = O L Ex TERIOR WALL SYSTEM (STAIR WELL): 4" BRICK VENEER and /or METAL WALL PANEL SYSTEM OVER Ibx8x8 REINFORCED MASONRY j BLOCK WALL. I I CIN CI nn;p L 3UILD I i I I I I R I ROOF SY TEM (SKYLIGHT): 5 j 3 I I I __ _._ ............. I ...... . ........ ........ ....I____...__....... __ I S I ._....__....__.__.--- _.._..L _____.__.._.._.._..._ ..... SYSTEH OVER STEEL TRUSS SYSTEM and /or S i SYSTEM OVER STEEL TRUSS SYSTEM and /or i ROLL p STEEL CHANNEL SECTIONS. R I ROLLED STEEL CHANNEL I I I (� _- j I _I�. _ lJ i...l I_.' U TIAL WA LL S S la l J 1 _ L i" 1 _I °l.. - Z . _ I I I I I GURTIAL WALL SYSTEM: 8" ALUMINUM WN W FRAMING w/ I 8" ALMUMINUM WINDOW FRAI I •.I. I I I „-_._......,__,....-_-----._..-._-......_.__......_.__ ......_..__- .............I..... _.__-__.___.__....-_.......___...__.._ ...___.._._....._.....I__._...: -_. - ,- ,...... __..___...____ -- j f" INSULATED Lt I j I ( I CONF. / MEETING CENT R I j I" IN LATED GLAZING. LOBBY ( 201 I l I FLOOR/DECK SYSTEM: I I I I I 200 I SECOND LEVEL FLOOR SYSTEM: I I 4 "d. CONCRETE FLOOR SL 4 u d . CONCRETE DECK OVER s cl STEEL DECK PAN OVER I OPEN WEB STEEL JOISTS. I ; I I , u d. STEEL DECK PAN O OPEN WEB STEEL JOISTS. z — -- — -�- -- - - -- - - -- 4-- -- - _ f.. FIN.FLO - - - -- - - - - -- I I ( EXTERIOR WALL SYSTEM: Et INTERI PARTITION SYSTEM: I j BRICK VENEER and / or i _ ts I Cr l l �.. ;" "'` -;:`� 1 :G �s: I ELEVATOR L Y i I I VENDING V N ING GYPSUM BOAZ OVER LIGHT GAGE GYPSUM BOARD OVER LIGHT GAGE i STEEL FRAMING SYSTEM INSULATED RILL I ELECI)ISTCK C. IST. RM. I I SYSTEM OVER 1664 REINFO BLOCK WALL. ;� 0(d 143 � WI W SOUND BATTS. 8 I Ti I c x :a .•._._, z 111.,. 7T4 C1) C� 11391 I gl I i -•-'- I . -•- - -•- — . — . — . — . :: I �I , r _.,.. :, xa,. �_-_L��r „.." FIN. F,I=QD L_I-J L_I -J I I 11 GRADE LEVEL FLOOR SYSTEM: i I, i� T,O" FOOTING J, 4 "d. CONCRETE SLAB OVER I 4 "d, DRAINAGE FILL MATERIAL OVER I COMPACTED FILL MATERIALS. 5UILD INCA GfR055 5ECTION �.' O LING w/ AB OVER /ER 4L WALL PANEL ICED MASONRY SECTION KAL -WALL TRANSLUCENT ROOF PANEL SYSTEM OVER STEEL TRUSS SYSTEM and /or Q ROLLED STEEL CHANNEL SECTIONS. Q I I I I I ROOF SYSTEM: I 45m11. SINGLE PLY ROOF MEMBRANq OVER I I 4 "d MIN. ROOF DECK INSULATION OVER I 1 STEEL ROOF PAN OVER 6PEN I T P D E ( WEB STEEL JOISTS. j I I I I I I I 14 AY AS j EAS I 162 2B3 j E SECOND LEVEL FLOOR SYSTEM: 4 "d, CONCRETE DECK OVER j 1 /2 "d. STEEL DECK PAN OVER c i .. I I �7 I I . .......... . I I I COMPACTED FILL MATERIALS. j I o/ HEAVY GAGE INSULATED 3ATTS. SLAB OVER OVER i. INSULAT 3ATTS. _ _ _ SECTIONS. C17 Cn U f Z a � I i O L � Q) v O U <C O O ® > Q T Q) '- - � O O � C6 U � L 111 U lu 04 p Q M . co w INC W N �r J ..r J ♦� u. V Q W Q ~ C d Z 0 cm cc cc I •w W MN © J I I A16 T I R ROOF SY TEM (SKYLIGHT): 5 j 3 3 j R ROOF SYSTEM (SKYLIGH I I I S SYSTEH OVER STEEL TRUSS SYSTEM and /or S SYSTEM OVER STEEL TRUSS SYSTEM and /or ROLL p STEEL CHANNEL SECTIONS. R ROLLED STEEL CHANNEL C17 Cn U f Z a � I i O L � Q) v O U <C O O ® > Q T Q) '- - � O O � C6 U � L 111 U lu 04 p Q M . co w INC W N �r J ..r J ♦� u. V Q W Q ~ C d Z 0 cm cc cc I •w W MN © J 04 p Q M . co w INC W N �r J ..r J ♦� u. V Q W Q ~ C d Z 0 cm cc cc I •w W MN © J RE: STRUCT. DRAWINGS FOR PURLIN 4 TRUSS INFO. CURVED SKYLIGHT PANELS: RE: SPCS. FILL THIS SPACE FULL W/ F15ERGLA55 INSUL. 6x3 CLOSURE ANGLE BETWEEN EA. TRUSS. 6" HEAVY GUAGE METAL STUDS 6 24" O /C. EXTERIOR METAL WALL PANELS. RE: SPECS. R -21 FIBERGLASS INSULATION. MECHANICALLY ATTACHED SINGLE PLY ROOF MEMBRANE OVER 4" RIGID DECK INSUL. RE: SPECS, METAL ROOF DECK OVER K- SERIES STEEL JOIST. RE: STRUCT. 5 I 9 ;m A a I I I®im TYPE I LAY -IN CEILING, LEASE 4" CONC. TOPPING OVER 1l/2" DEEP METAL DECKING OVER K SERIES STEEL TRUSSES. RE: STRUCT. I. I � ( I limim PAINT TRUSSES WHERE EXPOSED TO VIEW. (1) LAYER, 5 /a" GYP. BD. \. \ )I 1 a PRE - FINISHED, STANDING SEAM METAL ROOF OVER 1 /2" PROTECTION BD. OVER 1 METAL ROOF DECK. I I I .. . I ' 7 7 , , _. . . . . . . . x . r . r ROLLED WIDE FLANGE BEAMS. RE: STRUC F— DRAWINGS. PAINT WHERE EXPOSED TO VIEW. BA. T%p Jl PAINT UNDERSIDE OF ROOF 121 -g DECK WHERE EXPOSED TO VIEW. STEEL COLUMN AND CROSS BEAM ASSEMBLY BEYOND. – RE: STRUCT. DRAWINGS. PAINT. (1) LAYER 5 /9 GYP. BD. EA. SIDE OF 3 LIGHT GUAGE METAL STUDS 6 16" O /C. FILL STUD SPACE W/ SOUND BATT INSULATION. EXTEND GYP. BD. ON HALLWAY 51DE TO TOP OF FRAMING AS SHOWN. HALLWAY n , � SUSP. GYP, BD. CEILING 101 ID =' I ___..___.._-- _.._.___..___ — ...__.._....._... (1) LAYER 5 /a GYP. BD. 1 ~ EA. SIDE OF 3 LIGHT GUAGE METAL STUDS g 16" 0 /C, FILL STUD SPACE { W/ SOUND BATT INSULATION. TYPE I LAY -IN CEILING. EXTEND GYP. BD. ON HALLWAY SIDE TO TOP OF FRAMING AS SHOWN, I� A 0 a 0 0 0 0 0 EXTERIOR METAL WALL PANELS. RE: SPECS. 11.2-0 T w a GYP. BD. OVER I 3 /2" LIGHT GUAGE METAL I 01 STUDS 6 16" O /C. I i FIN, CL �, Mme, Al I Ilm' -m Y 110' . cuRa � �6 W c e l 1 1 4 RE: WALL SECTION M N FOR STAIR ASSEMBLY. O .j ( I 4" BRICK VENEER, RE: SPECS. REINFORCED 8" CMU WALL. RE: STRUCT. DRAWINGS. 4" EXTERIOR CONC. WALK OVER COMPACTED SUB - GRADE, N OWN N - w a wo z I (A cv i W c e h 4 in M N O .j 5 /g" GYP. BD. OVER It /z" RIGID WALL INSUL. SECURE TO CMU WALL W/ G.I. "Z" FURRING 24" O /C. m� I C15x33.9 BEYOND • - ::.- ::_- ::__::_ w_ _tee_•_.. _ =: �_ �.rw.,_:: ._::. ;.. -:: 443/16" L w/ 5 /$ "O x 6" I I_ HILTI KWIK BOLTS 6 24" . IUI 1 RIGID WALL INSUL. i SECURE TO CMU WALL 1 W/ G.I. "Z" FURRING tv I 24" O /C. RE: SPECS I I TYPE I LAY -IN CEILING. HOLLOW METAL WINDOW A -15 FRAME ASSEMBLY. I I� C I LOBBY i I 4" CONC. SLAB OVER 4" DRAINAGE FILL, OVER COMPACTED FILL. P V 4. I i f 1/211 S 1' -011 FIN. FLOOR rL 100 1-01, „ I I y RE: STRUCT. DRAWINGS FOR FOOTINGS E FNDS. i I I I I 2" RIGID FND. WALL INSUL. I I i RE: SPECS. I rl T.O. FOOTING r L . . . ._.. WALL 5ECTION oulza STAIR 7 111 - 1 STAIRWAY DIVIDER WALL TO BE 3 LIGHT GUAGE METAL STUDS 9 16" O/C Wl T ELECO M (1) No" GYP. BD. EA. I w SIDE WHERE EXPOSED TO VIEW. 4 i i RE: STRUCT. DRAWINGS FOR FOOTINGS d FNDS. HALLWAY 113 mimil III 1. a I 01 I EXTERIOR METAL WALL PANELS. RE: SPECS. 6" HEAVY GUAGE METAL STUDS 6 24" O /C. R -21 FIBERGLASS INSULATION. MECHANICALLY ATTACHED SINGLE PLY ROOF MEMBRANE OVER 4" RIGID DECK INSUL. RE: SPECS. METAL ROOF DECK OVER (� K- SERIES STEEL JOIST. I RE:5TRUCT. TYPE I LAY -IN CEILING. (1) LAYER 5 /s" GYP. BD. EA, SIDE OF 3 LIGHT GUAGE METAL STUDS 6 16" O /C. FILL STUD SPACE W/ SOUND BATT INSULATION, EXTEND GYP. BD, ON HALLWAY SIDE TO TOP OF FRAMING AS SHOWN. C / BR EAK 4" CONC. TOPPING OVER 1' /2" DEEP METAL DECKING F OVER K SERIES STEEL TRUSSE5. RE: STRUCT. TYPE I LAY -IN CEILING. II I I (1) LAYER 5 /8" GYP. BD. 10 EA. SIDE OF 3 LIGHT GUAGE METAL STUDS 6 I k 16" O /C. FILL STUD SPACE I ~� W/ SOUND BATT INSULATION, EXTEND GYP. BD. ON HALLWAY I I SIDE TO TOP OF FRAMING AS SHOWN. II i it I I LEASE I ( 123 l 1 i I 4" CONC. SLAB OVER 101 4" DRAINAGE FILL, OVER 1 I I COMPACTED FILL. { t .a 1- I . (1) LAYER/ " GYP. BD. OVER 3 /4 " DIUC 9 16" O /C, R -38 FIBERiLA55 INSULATION. SUSP. GYP. BD. CEILING 9 12' -0" APP. 5 /g" GYP. BD. OVER 1 RIGID WALL INSUL. SECURE TO CMU WALL W/ G.I. "Z" FURRING 24" O /C. (1) LAYER 5 /a" GYP. BD, (1) LAYER 1 4" GYP. BD. OVER 3 /4" D Q 16" 0 1C. T.O. 5TE WIDE FLANGE BEAM BEYONT RE: STRUCT. TYPE I LAY -IN CEILING. 5 4" GYP. BD. OVER 3 /4" DWG 'a 16" 0 1C. BAK OFFICE F ME t Q) Lu f I.J O co ca L � U Q� O U �C n O C LU �O x X O c OL co co -O U — 1.1.1 U c co Lu O Q J J N. wo z O (A cv i W c e h 4 in M N O .j N T.O. Registered ,r SINGLE PLY ROOF MEMBRANE Architect' No. R1 EXTERIOR METAL WALL C* CO PANELS. RE: SPECS. K R T A. KARS RE: STRUCT. State of Idaho N T.O. T. (1) LAYER, Net" GYP. BD, MECHANICALLY ATTACHED SINGLE PLY ROOF "r-" OVER OVER 4 RIGID DECK I1� RE: SPECS. METAL ROOF DECK OVE K- SERIES STEEL JOIST. RE: STRUCT. TYPE I LAY -IN CEILING ALUM. WINDOW A55EMBLY cA 0- N n_ m W 3 SUPPORT SOFFIT FRAMING a 48" O/C W/ CONTIN, 1 COLD ROLLED CHANNEL - SUSPENDED FROM STRUCT. ABOVE W/ 1 "12 WIRE 24" O /C. TYP. Q ALL EXT. SOFFITS. 9 III LAY -IN CEILING. 'ER %" GYP. BD. )E OF 3 LIGHT METAL STUDS 6 FILL STUD SPACE IND BATT INSULATION D GYP, BD. ON ONE 'O TOP OF FRAMING I I 4Y -IN CEILING. L I JO SEPH'S OFF CONC. TOPPING OVER I ,, DEEP METAL DECKING )VER K SERIES STEEL 'RUSSES. RE: STRUCT. ( N(L CONC. X1 /2" /FT. t l I 4 hr l 11 � .O. F MINCs :; • t � .� ! .., � 1. , a ... 1 � 1/..0 , k_ .�,..,. i � `+ r,lt"�� G:�'� � t t, � � I {. ♦ { � 1 I i (U LAYER, 51 /s" GYP. I I {_ { I R -38 FIBERGLASS SUPPORT SOFFIT FRAMING I {: { R -38 FIBERGLASS I: { INSULATION. I I a 48" O/C W/ CONTIN. 1 w I( I INSULATION. {} I {. I I I COLD ROLLED CHANNEL I I { { EXTERIOR METAL WALL EXTERIOR METAL WALL _ - l_.__ I { SUSPENDED FROM STRUCT. I I { { -- _._ -. _. _.— _..._______.__._._.__... -- - _..__.__.___..____ -- - __...___..___. _ PANELS. RE: SPECS. PANELS. RE: SPECS. _._____....._..._._.. __ .............._...__..____ __ ._...._.._.__.. _.._.____ _ { I ABOVE W/ "12 WIRE 24" O /C. I I 4" HEAVY GUAGE METAL ( :I " ' {: 1 TYP. ALL EXT. SOFFITS. 4" HEAVY GUAGE METAL I I STUDS G 24" O/C. I I { { STUDS 6 24" O /C. I I I PANELS. RE:: SPECS. LL 6" HEAVY GUAGE METAL C TYPE I LAY -IN CEILING. { f TYPE ILAY -IN CEILING. I I I 4" HEAVY GUAGE METAL STUDS 24" 0 /C. 1. STUDS 6 24" O /C. R -21 FIBERGLASS INSULATION. 6" HEAVY GUAGE METAL (1) LAYER Na" GYP. BD. (1) LAYER Na" GYP. BD. { 1 I I 4" BRICK VENEER OVER 11 /2" GYP. �.:, ( OVER 31 /4" DWC 16 O /C. OVER 31 /4" DWC'm 16" O /C. I I f STUDS 24" O /C. I I SHEATHING. RE: SPECS. �._ (1) LAYER, 51 /x" GYP. { { I I I � -14 R -21 FIBERGLASS INSULATION. RE: STRUCT. FOR LINTLE. I 1 1 4" BRICK VENEER OVER 11 GYP. ALUM. WINDOW A65EMBLY — LEASE LEASE ( LEASE MECH ROO I I I I ( { SHEATHING. RE: SPECS. [ I _ 10 - 4 104 105 128 { I I I I I I I I I { (l { FIBER EXPANSION I REINFORCED 8" CMU 1 1/ {.11 { 2 " FIBER EXPANSION ( I JOINT MATERIAL, WALL, RE: STRUCT. JOINT MATERIAL, DRAWINGS. I If 1/•E I I 4" CONC. SLAB OVER {- 4 I EXTERIOR CONC. WALK 4" EXTERIOR GONG. WALK " CONC. SLAB OVER 4" EXTERIOR CONC. WALK 4 I I 4" EXTERIOR CONC. WALK a- OVER COMPACTED SUB- (.;, 4" DRAINAGE FILL, OVER I 4" DRAINAGE FILL, OVER I { { OVER COMPACTED SUB- I I OVER COMPACTED SU5- OVER COMPACTED SUB- I GRADE. ( COMPACTED FILL. COMPACTED FILL. { j GRADE. i I i GRADE. GRADE.: 11/211 0 I' - LEASE 226 (1) LAYER, 5 1/x" GYP. BD. 4" CONC. TOPPING OVER 1 DEEP METAL DECKING i OVER K SERIES STEEL TRUSSES. RE: STRUCT. 11/211 C 11 -011 CTI I �I RE: STRUCT. DRAWINGS FOR FOOTING, I 11/211 x I' - o u CTI 11/211 . 11 -011 dEffilm MECHANICALLY ATTACHED SINGLE PLY ROOF MEMBRANE OVER 4" RIGID DECK INSUL. RE: SPECS. METAL ROOF DECK OVER K- SERIES STEEL JOIST. —� RE: STRUCT. MECHANICALLY ATTACHED e� SINGLE PLY ROOF MEMBRANE EXTERIOR METAL WALL C* CO PANELS. RE: SPECS. (at" HEAVY GUAGE METAL STUDS Q 24 11 O /C. Q) RE: STRUCT. a- I R -21 FIBERGLASS INSULATION. T. (1) LAYER, Net" GYP. BD, MECHANICALLY ATTACHED SINGLE PLY ROOF "r-" OVER OVER 4 RIGID DECK I1� RE: SPECS. METAL ROOF DECK OVE K- SERIES STEEL JOIST. RE: STRUCT. TYPE I LAY -IN CEILING ALUM. WINDOW A55EMBLY cA 0- N n_ m W 3 SUPPORT SOFFIT FRAMING a 48" O/C W/ CONTIN, 1 COLD ROLLED CHANNEL - SUSPENDED FROM STRUCT. ABOVE W/ 1 "12 WIRE 24" O /C. TYP. Q ALL EXT. SOFFITS. 9 III LAY -IN CEILING. 'ER %" GYP. BD. )E OF 3 LIGHT METAL STUDS 6 FILL STUD SPACE IND BATT INSULATION D GYP, BD. ON ONE 'O TOP OF FRAMING I I 4Y -IN CEILING. L I JO SEPH'S OFF CONC. TOPPING OVER I ,, DEEP METAL DECKING )VER K SERIES STEEL 'RUSSES. RE: STRUCT. ( N(L CONC. X1 /2" /FT. t l I 4 hr l 11 � .O. F MINCs :; • t � .� ! .., � 1. , a ... 1 � 1/..0 , k_ .�,..,. i � `+ r,lt"�� G:�'� � t t, � � I {. ♦ { � 1 I i (U LAYER, 51 /s" GYP. I I {_ { I R -38 FIBERGLASS SUPPORT SOFFIT FRAMING I {: { R -38 FIBERGLASS I: { INSULATION. I I a 48" O/C W/ CONTIN. 1 w I( I INSULATION. {} I {. I I I COLD ROLLED CHANNEL I I { { EXTERIOR METAL WALL EXTERIOR METAL WALL _ - l_.__ I { SUSPENDED FROM STRUCT. I I { { -- _._ -. _. _.— _..._______.__._._.__... -- - _..__.__.___..____ -- - __...___..___. _ PANELS. RE: SPECS. PANELS. RE: SPECS. _._____....._..._._.. __ .............._...__..____ __ ._...._.._.__.. _.._.____ _ { I ABOVE W/ "12 WIRE 24" O /C. I I 4" HEAVY GUAGE METAL ( :I " ' {: 1 TYP. ALL EXT. SOFFITS. 4" HEAVY GUAGE METAL I I STUDS G 24" O/C. I I { { STUDS 6 24" O /C. I I I PANELS. RE:: SPECS. LL 6" HEAVY GUAGE METAL C TYPE I LAY -IN CEILING. { f TYPE ILAY -IN CEILING. I I I 4" HEAVY GUAGE METAL STUDS 24" 0 /C. 1. STUDS 6 24" O /C. R -21 FIBERGLASS INSULATION. 6" HEAVY GUAGE METAL (1) LAYER Na" GYP. BD. (1) LAYER Na" GYP. BD. { 1 I I 4" BRICK VENEER OVER 11 /2" GYP. �.:, ( OVER 31 /4" DWC 16 O /C. OVER 31 /4" DWC'm 16" O /C. I I f STUDS 24" O /C. I I SHEATHING. RE: SPECS. �._ (1) LAYER, 51 /x" GYP. { { I I I � -14 R -21 FIBERGLASS INSULATION. RE: STRUCT. FOR LINTLE. I 1 1 4" BRICK VENEER OVER 11 GYP. ALUM. WINDOW A65EMBLY — LEASE LEASE ( LEASE MECH ROO I I I I ( { SHEATHING. RE: SPECS. [ I _ 10 - 4 104 105 128 { I I I I I I I I I { (l { FIBER EXPANSION I REINFORCED 8" CMU 1 1/ {.11 { 2 " FIBER EXPANSION ( I JOINT MATERIAL, WALL, RE: STRUCT. JOINT MATERIAL, DRAWINGS. I If 1/•E I I 4" CONC. SLAB OVER {- 4 I EXTERIOR CONC. WALK 4" EXTERIOR GONG. WALK " CONC. SLAB OVER 4" EXTERIOR CONC. WALK 4 I I 4" EXTERIOR CONC. WALK a- OVER COMPACTED SUB- (.;, 4" DRAINAGE FILL, OVER I 4" DRAINAGE FILL, OVER I { { OVER COMPACTED SUB- I I OVER COMPACTED SU5- OVER COMPACTED SUB- I GRADE. ( COMPACTED FILL. COMPACTED FILL. { j GRADE. i I i GRADE. GRADE.: 11/211 0 I' - LEASE 226 (1) LAYER, 5 1/x" GYP. BD. 4" CONC. TOPPING OVER 1 DEEP METAL DECKING i OVER K SERIES STEEL TRUSSES. RE: STRUCT. 11/211 C 11 -011 CTI I �I RE: STRUCT. DRAWINGS FOR FOOTING, I 11/211 x I' - o u CTI 11/211 . 11 -011 dEffilm MECHANICALLY ATTACHED SINGLE PLY ROOF MEMBRANE OVER 4" RIGID DECK INSUL. RE: SPECS. METAL ROOF DECK OVER K- SERIES STEEL JOIST. —� RE: STRUCT. MECHANICALLY ATTACHED B SINGLE PLY ROOF MEMBRANE OVER 4" RIGID DECK INSUL. C* CO RE: SPECS. METAL ROOF DECK OVER K- SERIES STEEL JOIST. Q) RE: STRUCT. T.O. STEEL VARIE 1,_ __ S { EXTERIOR METAL WALL } PANELS. RE: SPECS. s 6" HEAVY GUAGE METAL .y STUDS m 24" O /C. } R -21 FIBERGLASS INSULATION. FIN. CEILING 12t' }, �� TYPE I LAY -IN CEILING. (1) LAYER, 51 /a " GYP. BD. JO SEPH '5 OFF 202 I f I i I i I i Z 0 � U Lu 1 � 1 I r 0 ■ d. C* CO Q) U O U � W N J ..1 W 4" GONG, TOPPING OVER I I I � 4 1 /2" DEEP METAL DECKING ID {. 1 _ _____ __..__.__....___.. _w 23 r L...- - - - - -. o OVER K SERIES STEEL O kIN Q) TRUSSES. RE: STRUCT. •ar J; 1 O -� ICU U L U iT fff 7. 1 I f I i I i I i Z 0 � U Lu 1 � 1 I r 0 ■ d. C* CO Q) U O U � W N J ..1 W O O � 4 ID C - " W Ul Cn 23 O m� Z . O kIN Q) W •ar Q- O -� ICU U L U r 04 Q ■ d. C* CO ra W N J ..1 W V 0 � 4 Q " W CC Z . O kIN W ti o MN J EXTERIOR METAL WALI PANELS. RE: SPECS. BACKER ROD- 4 SEALANT 24 GA., PRE - FINISHED G.I. SILL FLASHING W/ RETURN UP WALL AND HEMMED EDGE. SET EDGE IN FULL BEAD OF SEALANT. 1 A, T.O. STEEL. --- 'F 121'-4" EXTERIOR METAL WALL PANELS. RE: SPECS. 6" HEAVY GUAGE METAL 6TUD5 6 24" O /C. R -21 FIBERGLASS INSULATION. — ' I 121 _8 EILINCs STARTER BAR SUPPLIER. MECHANICALLY ATTACHED SINGLE PLY ROOF MEMBRANE OVER 4" RIGID DECK INSUL. RE: SPECS. T.O. STEEL. LAYER, 5 /9" GYP. EXTERIOR METAL WALL PANELS, RE: SPECS. 6" HEAVY GUAGE METAL — STUDS 6 24" 0 /C. R -21 FIBERGLASS INSULATION. Fll N_. -51, Cs l' 121 TYPE 1 LAY -IN CEILING. EXTERIOR METAL WALL PANELS, RE SPECS, 6" HEAVY GUAGE I METAL STUDS 0 24" O /C. R -21 FIBERGLASS INSULATION. 4" BRICK VENEEF 'i2" GYP. SHEATHIt SPECS. RE: STRUCT. DRAWINGS FOR LOOSE LINTELS, PRE - FINISHED METAL SOFFIT PANELS W/ MATCHING TRIM. FIBER EXPANSION —� JOINT M i T ERIALI 4" EXTERIOR CONC. WALK OVER COMPACTED SUB - GRADE. CONSTRUCT CRICKETS W/ TAPERED DECK INSULATION. RE: SPECS. MECHANICALLY ATTACHED, SINGLE PLY MEMBRANE OVER 4" RIGID DECK INSULATION, OVER TAPERED DECK INSULATION. RE: SPECS. METAL ROOF DECK OVER k- SERIES STEEL JOIST. RE: STRUCT. I a l i c l I ETA, WALL F ING. y EXTERIOR METAL WALL PANELS. RE: SPECS. 4" HEAVY STUDS ,$ 24"UO E METAL I I [H() I O EIN. CEILING 108' -0" R -38 FIBERGLA55 - INSULATION._l `-: T__ "� J 4" HEAVY GUAGE METAL STUDS ® 24" O /C. - `� — ` (1) LAYER, Na" GYP.:I �BD._L_ ALUM. DOOR FRAME ASSEMBLY —I-- I " CONC. SLAB OVER -.-1. DRAINAGE FILL, OVER OMPACTED FILL. I I i i I RE: STRUCT. DRAWINGS I I i i FOR FOOTINGS 8 FNDS, 2 RIGID FND. WALL INSUL. I I I I I i RE: SPECS. T.Q. FOOTING ,L i I I/2" - 1' - T FRAMED GYP. BD, CEILING. 4" BRICK VENEER OVER 1 i2" GYP. SHEATHING. RE: SPECS. HALLWAY 116 T LEASE 1 i I F 111 2 FIBER EXPANSION I JOINT MATERIAL. { (, � I 4" EXTERIOR CONC. WALK j (} I 4" CONC. SLAB OVER OVER COMPACTED 5U8- I t.� " ( 4" DRAINAGE FILL, OVER GRADE. I I COMPACTED FILL. jk 1 I FIN, F 1 1 00 -0 I ( RE: STRUCT, DRAWINGS I I I I FOR FOOTINGS d FNDS. I I 2" RIGID FND. WALL INSUL. I i 1 I RE: SPECS. __..-. ..... _i I - ri K IP'S OFFIC 216 _ (1) LAYER, 5 %" GYP BD, 4" CONC. TOPPING OVER — 1 1 /2" DEEP METAL DECKING OVER K SERIES STEEL TRUSSES. RE: STRUCT. _ �. FIN. FLOOR 4" BRICK VENEER OVER '/2" GYP. SHEATHING. RE: SPECS. FIN C I IN I I [ TYPE I LAY -IN CEILING. i "' Ifds' -0" I I 11 I i I I I I I I I I I I I I I TYPE I LAY - IN CEILING, I I I I I RE: STRUCT. DRAWINGS (1) LAYER No" GYP. BD. FOR L005E LINTELS. f1 (I I I EA. SIDE OF 3 LIGHT i GUAGE METAL STUDS m i i I I I I 16" O /C, FILL STUD SPACE W/ SOUND BATT INSULATION. EXTEND GYP. BD, ON HALLWAY SIDE TO TOP OF FRAMING AS SHOWN. LEAH j HALLWAY I I I I I LEASE 114 I 113 F 112 1 /2" FIBER EXPANSION JOINT MATERIAL, 4" EXTERIOR CONC. WALK OVER COMPACTED SUB- - GRADE. METAL ROOF DECK OVER K- SERIES STEEL JOIST. RE: STRUCT. (1) LAYER, 5 /8" GYP BD. '— TYPE I LAY -IN CEILING. I I I I ALUM. WINDOW ASSEMBLY I I I I III CH RIS'S OFFI I I 217 I I L (1) LAYER, N o ` GYP. BD. I(I I I CONC. TOPPING OVER I I I 1 DEEP METAL DECKING i OVER K SERIES STEEL I I TRUSSES. RE: STRUCT, I 'I I EXTERIOR METAL WALL= PANELS. RE: SPECS. 6" HEAVY GUAGE METAL — STUDS 6 24" O /C. - M R -21 FIBERGLASS INSULATIO R -38 FIBERGLA55 INSULATION. EXTERIOR METAL WALL — PANELS. RE: SPECS. 4" HEAVY GUAGE METAL STUDS 6 24" O /C. TYPE I LAY -IN CEILING, 41' BRICK VENEER OVER `i2" GYP. SHEATHING. RE: SPECS. UM. WINDOW ASSEMBLY LEASE 1 4 CONC, SLAB OVER 4" EXTERIOR CONC. WALK 4 " DRAINAGE FILL, OVER COMPACTED FILL. OVER COMPACTED SUB- GRADE. Y %N OR 0 RE: STRUCT. DRAWINGS FOR FOOTINGS E FNDS. 2" RIGID FND. WALL INSUL, I RE: SPECS. I I i 02 M 0 TION WALL 5ECTION 1 . 1' -0.. 12 � vi (1) LAYER, 5 %" GYP. BD. TYPE I LAY -IN CEILING. 'ALUM. WINDOW ASSEMBLY T ELE- MARK 213 (1) LAYER, '&" GYP. BD. 4" CONC. TOPPING OVER 11/2" DEEP METAL DECKING OVER K SERIES STEEL TRUSSES. RE: STRUCT. _ CONSTRUCT CRICKETS W1 TAPERED DECK INSULATION. RE: SPECS, MECHANICALLY ATTACHED, SINGLE PLY MEMBRANE OVER 4" RIGID - DECK INSULATION, OVER TAPERED DECK INSULATION. RE: SPECS. METAL ROOF DECK OVER K _ SERIES STEEL JOIST. / RE: STRUCT. —TYPE I LAY -IN CEILING. (1) LAYER, GYP. BD. I i i U Lu i O MECHANICALLY ATTACHED SINGLE PLY ROOF MEMBRANE OVER 4" RIGID DECK INSUL. O RE: SPECS. METAL ROOF DECK OVER N' K- SERIES STEEL JOIST. Q3 RE: STRUCT. T.O. L1ALL FRMIN u. O 12 0 T.O. STEEL. LAYER, 5 /9" GYP. EXTERIOR METAL WALL PANELS, RE: SPECS. 6" HEAVY GUAGE METAL — STUDS 6 24" 0 /C. R -21 FIBERGLASS INSULATION. Fll N_. -51, Cs l' 121 TYPE 1 LAY -IN CEILING. EXTERIOR METAL WALL PANELS, RE SPECS, 6" HEAVY GUAGE I METAL STUDS 0 24" O /C. R -21 FIBERGLASS INSULATION. 4" BRICK VENEEF 'i2" GYP. SHEATHIt SPECS. RE: STRUCT. DRAWINGS FOR LOOSE LINTELS, PRE - FINISHED METAL SOFFIT PANELS W/ MATCHING TRIM. FIBER EXPANSION —� JOINT M i T ERIALI 4" EXTERIOR CONC. WALK OVER COMPACTED SUB - GRADE. CONSTRUCT CRICKETS W/ TAPERED DECK INSULATION. RE: SPECS. MECHANICALLY ATTACHED, SINGLE PLY MEMBRANE OVER 4" RIGID DECK INSULATION, OVER TAPERED DECK INSULATION. RE: SPECS. METAL ROOF DECK OVER k- SERIES STEEL JOIST. RE: STRUCT. I a l i c l I ETA, WALL F ING. y EXTERIOR METAL WALL PANELS. RE: SPECS. 4" HEAVY STUDS ,$ 24"UO E METAL I I [H() I O EIN. CEILING 108' -0" R -38 FIBERGLA55 - INSULATION._l `-: T__ "� J 4" HEAVY GUAGE METAL STUDS ® 24" O /C. - `� — ` (1) LAYER, Na" GYP.:I �BD._L_ ALUM. DOOR FRAME ASSEMBLY —I-- I " CONC. SLAB OVER -.-1. DRAINAGE FILL, OVER OMPACTED FILL. I I i i I RE: STRUCT. DRAWINGS I I i i FOR FOOTINGS 8 FNDS, 2 RIGID FND. WALL INSUL. I I I I I i RE: SPECS. T.Q. FOOTING ,L i I I/2" - 1' - T FRAMED GYP. BD, CEILING. 4" BRICK VENEER OVER 1 i2" GYP. SHEATHING. RE: SPECS. HALLWAY 116 T LEASE 1 i I F 111 2 FIBER EXPANSION I JOINT MATERIAL. { (, � I 4" EXTERIOR CONC. WALK j (} I 4" CONC. SLAB OVER OVER COMPACTED 5U8- I t.� " ( 4" DRAINAGE FILL, OVER GRADE. I I COMPACTED FILL. jk 1 I FIN, F 1 1 00 -0 I ( RE: STRUCT, DRAWINGS I I I I FOR FOOTINGS d FNDS. I I 2" RIGID FND. WALL INSUL. I i 1 I RE: SPECS. __..-. ..... _i I - ri K IP'S OFFIC 216 _ (1) LAYER, 5 %" GYP BD, 4" CONC. TOPPING OVER — 1 1 /2" DEEP METAL DECKING OVER K SERIES STEEL TRUSSES. RE: STRUCT. _ �. FIN. FLOOR 4" BRICK VENEER OVER '/2" GYP. SHEATHING. RE: SPECS. FIN C I IN I I [ TYPE I LAY -IN CEILING. i "' Ifds' -0" I I 11 I i I I I I I I I I I I I I I TYPE I LAY - IN CEILING, I I I I I RE: STRUCT. DRAWINGS (1) LAYER No" GYP. BD. FOR L005E LINTELS. f1 (I I I EA. SIDE OF 3 LIGHT i GUAGE METAL STUDS m i i I I I I 16" O /C, FILL STUD SPACE W/ SOUND BATT INSULATION. EXTEND GYP. BD, ON HALLWAY SIDE TO TOP OF FRAMING AS SHOWN. LEAH j HALLWAY I I I I I LEASE 114 I 113 F 112 1 /2" FIBER EXPANSION JOINT MATERIAL, 4" EXTERIOR CONC. WALK OVER COMPACTED SUB- - GRADE. METAL ROOF DECK OVER K- SERIES STEEL JOIST. RE: STRUCT. (1) LAYER, 5 /8" GYP BD. '— TYPE I LAY -IN CEILING. I I I I ALUM. WINDOW ASSEMBLY I I I I III CH RIS'S OFFI I I 217 I I L (1) LAYER, N o ` GYP. BD. I(I I I CONC. TOPPING OVER I I I 1 DEEP METAL DECKING i OVER K SERIES STEEL I I TRUSSES. RE: STRUCT, I 'I I EXTERIOR METAL WALL= PANELS. RE: SPECS. 6" HEAVY GUAGE METAL — STUDS 6 24" O /C. - M R -21 FIBERGLASS INSULATIO R -38 FIBERGLA55 INSULATION. EXTERIOR METAL WALL — PANELS. RE: SPECS. 4" HEAVY GUAGE METAL STUDS 6 24" O /C. TYPE I LAY -IN CEILING, 41' BRICK VENEER OVER `i2" GYP. SHEATHING. RE: SPECS. UM. WINDOW ASSEMBLY LEASE 1 4 CONC, SLAB OVER 4" EXTERIOR CONC. WALK 4 " DRAINAGE FILL, OVER COMPACTED FILL. OVER COMPACTED SUB- GRADE. Y %N OR 0 RE: STRUCT. DRAWINGS FOR FOOTINGS E FNDS. 2" RIGID FND. WALL INSUL, I RE: SPECS. I I i 02 M 0 TION WALL 5ECTION 1 . 1' -0.. 12 � vi (1) LAYER, 5 %" GYP. BD. TYPE I LAY -IN CEILING. 'ALUM. WINDOW ASSEMBLY T ELE- MARK 213 (1) LAYER, '&" GYP. BD. 4" CONC. TOPPING OVER 11/2" DEEP METAL DECKING OVER K SERIES STEEL TRUSSES. RE: STRUCT. _ CONSTRUCT CRICKETS W1 TAPERED DECK INSULATION. RE: SPECS, MECHANICALLY ATTACHED, SINGLE PLY MEMBRANE OVER 4" RIGID - DECK INSULATION, OVER TAPERED DECK INSULATION. RE: SPECS. METAL ROOF DECK OVER K _ SERIES STEEL JOIST. / RE: STRUCT. —TYPE I LAY -IN CEILING. (1) LAYER, GYP. BD. I i i U Lu i O � O i W N' Q3 J. u. O O 0 CC = o a p i °u7 o ~ W =0 acs' r � ♦ " A N ♦♦ ; 04 O LL, CD N U L M J U � 11.1 V i W N' J. u. Q 0 CC = Q p i 0 ~ W =0 z r � ♦ " A N ♦♦ ; 04 W LL, CD N M J 8'-1 x3x11I /z" EA. END DRILL )R (2) 5 /$ "O BOL C124O.1 STRINGER - CONC. FILLED STEEL PAN TREAD. C124O.1 STRINGER GONG. FILLED 5TEEL PAN TREAD. 2x2x3/16xO' -8" LONG ANGLE, EA. END OF E. TREAD. 3116' I/ 2' gM� r, 2 2 11 3" EXTERIOR METAL PANELS 3 2098. 5%. STUD FURRING. 5%. WIDE FLANGE COLUMN. RE. STRUCT. CONTIN, HARDWOOD RAILING. STAIN. 3/2 X 3 /4 11 X 0 -6" HARDWOOD BLOCKS m 5' -0 O /C. STAIN. 5 /8" GYPSUM BOARD EACH SIDE OF 3 LIGHT GAGE STEEL STUDS FRAMING. tA. HANDRAIL rl 36 1 "0 STEEL HANDRAIL ASSEMBLY. PAINT. SECURE TO ADJACENT 2x6 BLOCKING w/ (4) 1 /4" x 3" FLATHEAD WOOD SCREWS CONSTRUCT CRICKETS W/ TAPERED DECK INSULATION. RE: SPECS. MECHANICALLY ATTACHED, SINGLE PLY MEMBRANE OVER 4" RIGID DECK INSULATION, OVER TAPERED- DECK INSULATION. RE: SPECS. METAL ROOF DECK OVER K- SERIES STEEL JOIST. RE: STRUCT. PRE - FINISHED, STANDING SEAM METAL ROOF OVER /z" PROTECTION BD, OVER 1 /2" METAL ROOF DECK, EXTERIOR METAL WALL PANELS, RE: SPECS. X3116" ANGLE W/ 5 /a 11 HILTI KWIK BOLTS >4 "O /C. 5 /a" GYPSUM BOARD OVER 6 ", HEAVY GAGE STEEL STUDS. - INSULATE FULL WITH FIBERGLASS BATTS. %" GYPSUM BOARD OVER 2 LIGHT GAGE FURRING STUDS. r, 3" EXTERIOR METAL PANELS 3 20ga. 5%. STUD FURRING. TL. TUBE STL, COLUMN, RE, STRUCT. 2x2x3/16xO' -8" LONG ANGLE, EA. END OF E. TREAD, CONTIN. T5 24X3/16" CLOSURE. PAINT. PAINT EXPOSED WIDE FLANGES. CONTIN, CHANNEL FACIA. RE: STRUCT. DRAWINGS. MC12XIO.6 CLOSURE BETWEEN EA. ROLLED — WIDE FLANGE. PAINT, EXTERIOR METAL WALL PANELS. RE: SPECS. 4" BRIO: VENEER OVER 1 /2" EXTERIOR PLYWOOD SHEATHING OVER 6 HEAVY GAGE STEEL STUDS. PROVIDE METAL PANEL SYSTEM MANUR RECOMMENDED CLOSURE E SEALANT. PRE- FINISHED METAL WALL PANEL SYSTEM OVER 6 HEAVY GAGE STEEL STUDS. TYPE I LAY -IN CEILING. - 6" HEAVY GUAGE METAL STUDS o 24 0 /C. (1) LAYER 5 /8 11 GYP. — BD. R -21 FIBERGLASS INSUL.- TYPE I LAY -IN CEILING. (1) LAYER Na" GYP. BD. OVER 3 /4" DWC m 16 O /C. REINFORCED 8" CMU WALL. RE: STRUCT. DRAWINGS. mcme 57AIR 5ECTI 1/ I ' - RE: STRUCT. DRAWINGS FOR FOOTINGS. Mimi Lu I 0) q O iV O • Mi DO L Q� U O U <[ 0 Q �.. W N O O � } j W Q Q L UI P O � M 3 -'t 4 Q WAM � O Q) � �O � O N� c co Q� � L Q Lu Q1 t'? !V J U o co Lu • iV O • Mi DO 0 Q �.. W N J W Q Q CC Q 4 Q WAM O W � �O z ~ N� W Q� N Q Q t'? !V J to c O tV O M ©. CD U 'Q a G W N O O J J r LL Q Q-+� Q UJ � (s) � 4 � O 4 4 Q O W m �O O O N U 7 _ L ui � s N fu ui • tV O M ©. CD a G W N J J r LL V Q cc 4 4 Q O W m �O Z O N ui J t�oo . u� :� v I , ...... ....._...__. I SECTION I 4 "6"x 3/8" STEEL PLATE INTERMEDIATE ` CONNECTORS. PAINT, I I (TYP) (TYP) 4 Kr(TYP) (TYP) /1 ELEVATION 2" CONCRETE TOPPING OVER 12ga. STL. bTAIR PAN A55EM51 Y. RE. SPEC. SECURE TO STRINGER w/ — Llxlx3 /16" TYPICAL. PAINT. , I II II II II II II II II II u --f- =- - -- - - -- - - - -- - - -- - �- -. u I I u . r , I m L44 ANGLE SECTION AT ERIh1�TER OF LANDING ASSEMBLY. FAINT. C1240.1 CHANNEL SECTION STRINGER EACH SIDE. PAINT. I n L44 ANGLE SECTION,, RE. STRUCT. FOR OPENING CONDITIONS. 2" CONCRETE TOPPING OVER 12ga. 5%. STAIR PAN ASSEMBLY. RE. SPEC. SECURE TO STRINGER w/ Llxlx3 /16" TYPICAL. PAINT, Cl240.1 CHANNEL SECTION STRINGER EACH SIDE. PAINT. IDETAIL. 1 0 \ 1" = 1' -0" \,Q I o 4 "0 OAK RAILING. STAIN SECURE TO ADJACENT BALLASTER 1 "0 OAK HANDRAIL. STAIN. F 1 i44 STEEL HANDRAIL SUPPORTS 4 4 OAK RAILING. STAIN AT EACH BALLASTER. PAINT, /' - % �— SECURE TO ADJACENT BALLASTER 3"w. x 3 /a" STEEL PLATE INTERMEDIATE CONNECTORS. RADIUS TO ACCOMMODATE WOOD RAILING. PAINT. 1� ,r (TYP) �r L 3" 3 "w.x 3 /8 "t. STEEL PLATE GUARDRAIL. PAINT OFFSET ADJACENT SECTION TO ACCOMMODATE SLOPE OF STRINGER L. J r - 1 4 "x3"x 3/8" STEEL PLATE INTERMEDIATE — CONNECTORS. PAINT. (TYP) 4"W116" PIPE RAIL AT EXTERIOR DECK RAILINGS. PAINT. 4 "0 OAK RAILING. STAIN • SECURE TO ADJACENT BALLASTER I - § 7 OOD " (TYP) 3 "w, x 3/8" STEEL PLATE INTERMEDIATE r, CONNECTORS. RADIUS TO ACCOMMODATE RAILING. PAINT. I 3 /8 "t. STEEL PLATE GUARDRAIL. PAINT -� 61 am PROVIDE CARPET RUNNER OVER CONCRETE STAIR TREAD — AND LANDING ASSEMBLY. RE. SPEC. 4 "d. CONCR. TOPPING OVER 1 22ga. TYPE 'B' FORM -LOK BY VERCO MANUR OR APPROVED EQUAL. PREP. SURFACES TO R EIVE FINISHES AS SCHEDULED. I( i BE STEEL RAILS. PAINT. i II I i U' uj L ZD i LLJ C12x2O.1 CHANNEL SECTION STRINGER EACH SIDE. PAINT. SECTION ELEVATION • Q O co OD � jr 0 L � O O U � ui to J J .= I O O aQ too n c � U1 N O Z z ~ 1- y� Z OL � Vft W a °i o © � O O � 7 3 ::3� - L LL! +' U W C12x2O.1 CHANNEL SECTION STRINGER EACH SIDE. PAINT. SECTION ELEVATION • Q c� O co OD jr 0 O V ui to J J .= I V Q aQ too 0 WO c: a M O z ~ 1- y� o c� Vft W a °i o © MN C12x2O.1 CHANNEL SECTION STRINGER EACH SIDE. PAINT. SECTION ELEVATION TYPE I LAY -IN CEILING. TYPE I LAY -IN CEIL 4 MECHANICALLY ATTACHED SINGLE PLY ROOF MEMBRANE OVER 4" RIGID DECK INSUL. RE: SPECS. METAL ROOF DECK OVER K- SERIES STEEL JOIST, RE. 5TRUCT. (1) LAYER, 5 /a" GYP. BD. 4" CONC. SLAB OVER 4" DRAINAGE FILL, OVER COMPACTED FILL. I RE: STRUCT. DRAWINGS FOR FOOTINGS 4 FNDS. 2" RIGID FND. WALL INSUL. RE: SPECS. mai 11 RE: STRUCT. DRAWINGS FOR CURVED FRAMING MEMBERS. CURVED SKYLIGHT PANELS, RE: SPC5. INSULATION. I I MAIL ROOM � !0 RISE SUSP. GYP. BD. CEILING W/ R -21 FIBERGLASS INSUL. ABOVE, ELEV. EQUIP. I0 PAINT ALL STRUCTURAL STEEL THAT 15 EXPOSED TO VIEW. R METAL WALL RE: SPECS, r GUAGE METAL 24" O /C. RE: STRUCT. DRAWINGS FOR PURLIN 4 TRUSS INFO, CURVED SKYLIGHT PANELS: RE: SPC5. FILL THIS SPACE FULL W/ FIBERGLASS INSUL. rox3 CLOSURE ANGLE - BETWEEN EA. TRUSS. 6" HEAVY GUAGE METAL STUDS 6 24" O /C. EXTERIOR METAL WALL PANELS. RE: SPECS. 4 R -21 FIBERGLASS INSULATION. MECHANICALLY ATTACHED SINGLE PLY ROOF MEMBRANE OVER 4" RIGID DECK INSUL. RE: SPECS. METAL ROOF DECK OVER K- SERIES STEEL JOIST. RE: STRUCT, DASHED LINE INDICATES DUCTWORK FUURING. SEE SHEET VA16 FOR CR095 SECTION. I FIN. CEILING O, (1) LAYER r %" GYP. BD. T.O. STEEL PAINT TRUSSES WHERE EXPOSED TO VIEW. �I I. L J, -1 TYPE I LAY -IN CEILING, HALLWAY 2 �_ �— TYPE I LAY -IN CEILING. II I II it 1 i (1) LAYER 5 /9 " GYP. BD. OVER I 1 3 LIGHT GAGE METAL STUDS 101 16" O /C. FILL STUD SPACE W/ SOUND BATT INSULATION. I I EXTEND GYP. BD. ON HALLWAY SIDE TO TOP OF FRAMING AS SHOWN. LEASE 2 �-- r l t II f I SUSP. GYP. BE). CEILING 4" CONC. TOPPING OVER 11/2" DEEP METAL DECKING OVER K SERIES STEEL TRU55ES. RE: STRUCT. 4 EA, SIDE OF 3�i2" LIGHT GUAGE METAL STUDS 6 16" O /C. FILL STUD SPACE W/ SOUND BATT INSULATION, EXTEND GYP. BD. ON 05BY SIDE TO TOP OF FRAMING AS SHOWN. T.O STEEL_ O L %,F ILING .h_ " TYPE I LAY -IN CEILING: I (U LAYER " GYP. BD. EA. SIDE g3rll2" LIGHT GUAGE METAL STUDS 16" O /C. FIL STUD SPACE W/ SOUND EIATT INSULATION. EXTEND GYP. BD. ON BOTH SIDES TO TPP OF FRAMING TYP. ALL ELEV. EQUIP. ROOM WALLS. I ' LOBBY I0 44" CONC. SLAB OVER O� 4" DRAINAGE FILL, OVER COMPACTED FILL. Registered Archffect No R14 c K RT A. KARS, • O LL O° L � U a V O W N .j J = LL. 0 W CC Q Q p O O WO ~ z H I. (A cvl 0 (1)2 QM nN L Ado. 0 ��hh CO) CV J O i� 73 L ul -*.A U l.0 • CV O M LL O° a V W N .j J = LL. 0 0 CC Q Q p O WO ~ z H I. (A cvl 0 (1)2 QM tiO 0 � CO) CV J PAINT TRUSS EXPOSED TC ECTION 1/2 11 . I1. 011 ED WIDE FLANGE 5. RE: STRUCT. ZINGS. PAINT EXPOSED TO 7��l7 WALL ;S. ROLLED WIDE FLANGE BEAMS. RE: STRUCT. DRAWINGS, PAINT WHERE EXPOSED TO VIEW. FILL THIS SPACE FULL W/ FIBERGLASS INSUL: STEEL COLUMN AND CRO55 I i BEAM ASSEMBLY BEYOND. RE: STRUCT. DRAWINGS. PAINT, 12 C5J -I(o STEEL 015TS, TYPICAL 2) EACH SIDE. FURNACE DUCTIJOR RE DRAWINGS, 5 %" GYPSUM OA�D 3 LIGHT GAGE St. Ff INSULATE FULL / FIBER BATTS. INC in G WIND W WALL CURVED SKYLIGHT PANELS. RE: SPCS. PAINT TRUSSES WHERE EXPOSED TO VIEW. - RE: STRUCT. DRAWINGS FOR (2) LAYERS 3 /a" GYP. BD. PURLIN E TRUSS INFO. OVER 1 /2" PLYWOOD DECKING. 3 LIGHT GUAGE METAL STUDS 6 24" O /C. (1) LAYER Na" GYP. BD. / 1 1' / 1 /2 " PLYWOOD OVER OVER 3 "LIGHT GUAGE 101 101 1 1 (2) LAYERS 3 /a" GYP. BD. I I INSTALLED ON CURVED FRAMING. T.O. MASO, __..... 101 _._ _. _ . _. r2'-4" '-r I 3/4 I J B.O. BEAM,, � � o I(d B.O. FRMG. ST BM. 124 '-5" '-r (1) LAYER 5 1a" GYP. BD, OVER 3 /4 " DWG 6 16" O /C. REINFORCED 8" GMU WALL, RE: STRUCT. DRAWINGS. t. OPNG. ALUM. WINDOW WALL ASSEMBLY, I I I NOTE: TOOL ALL CI1U JOINTS ON INSIDE OF ELEVATOR SHAFT. PAINT INSIDE OF SHAFT AS SPECIFIED. ELEVATOR HOISTWAY DOOR ASSEMBLY. RE: SPECS, 4" CONC. TOPPING OVER 1 DEEP METAL DECKING OVER K SERIES STEEL TRUSSES. RE: STRUCT. — r CONTIN. 4 X 4 X 1 /4" ANGLE COORDINATE LOCATION W/ ELEVATOR SUPPLIER. SU5P. GYP. BD. CEILING (1) LAYER 5 1e" GYP. BD. OVER 3 /4 11 DWC 9 16" O /C. J, T.O OPN�_ �___r ELEVATOR H015TWAY DOOR ASSEMBLY. RE: SPECS. ._ ._ 7_. l GONTIN. 4 X 4 X 4 ANGLE - "a W/ 1 /2"0 X 6" HSA's Q 24" O/C COORDINATE LOCATION W/ ELEVATOR SUPPLIER. FIBER EXPANSION JOINT MATERIAL. 4" GONG SLAB OVER 4" CONC, SLAB OVER 4" EXTERIOR CONC, WALK.- LK.- PIT ACCESS 4" DRAINAGE FILL, OVER 4" DRAINAGE FILL, OVER OVER COMPACTED SUB LADDER �-..�_ - I- �_ - ° � COMPACTED FILL, C COMPACTED FILL. 1 a _ C I AI5 GRADE. EIN, F OR I I I 4" CONC. SLAB OVER 2" RIGID FND. WALL INSUL. 1 - 4" DRAINAGE FILL, OVER RE: SPECS. ( -_ - _.. COMPACTED FILL. v RE: STRUCT. DRAWINGS FOR FOOTINGS 4 FNDS. - -- -- - RE: STRUCT. DRAWINGS FOR FOOTINGS # FNDS. I T.O. FOOTING I CtI Amm i i I 1 i f 1 I U Lu I I O N p dr co L Q� � U O � N INC in U �C � ``, •f J i' �'� J 1 _ " 1 O LL. } j � j I J B.O. BEAM,, � � o I(d B.O. FRMG. ST BM. 124 '-5" '-r (1) LAYER 5 1a" GYP. BD, OVER 3 /4 " DWG 6 16" O /C. REINFORCED 8" GMU WALL, RE: STRUCT. DRAWINGS. t. OPNG. ALUM. WINDOW WALL ASSEMBLY, I I I NOTE: TOOL ALL CI1U JOINTS ON INSIDE OF ELEVATOR SHAFT. PAINT INSIDE OF SHAFT AS SPECIFIED. ELEVATOR HOISTWAY DOOR ASSEMBLY. RE: SPECS, 4" CONC. TOPPING OVER 1 DEEP METAL DECKING OVER K SERIES STEEL TRUSSES. RE: STRUCT. — r CONTIN. 4 X 4 X 1 /4" ANGLE COORDINATE LOCATION W/ ELEVATOR SUPPLIER. SU5P. GYP. BD. CEILING (1) LAYER 5 1e" GYP. BD. OVER 3 /4 11 DWC 9 16" O /C. J, T.O OPN�_ �___r ELEVATOR H015TWAY DOOR ASSEMBLY. RE: SPECS. ._ ._ 7_. l GONTIN. 4 X 4 X 4 ANGLE - "a W/ 1 /2"0 X 6" HSA's Q 24" O/C COORDINATE LOCATION W/ ELEVATOR SUPPLIER. FIBER EXPANSION JOINT MATERIAL. 4" GONG SLAB OVER 4" CONC, SLAB OVER 4" EXTERIOR CONC, WALK.- LK.- PIT ACCESS 4" DRAINAGE FILL, OVER 4" DRAINAGE FILL, OVER OVER COMPACTED SUB LADDER �-..�_ - I- �_ - ° � COMPACTED FILL, C COMPACTED FILL. 1 a _ C I AI5 GRADE. EIN, F OR I I I 4" CONC. SLAB OVER 2" RIGID FND. WALL INSUL. 1 - 4" DRAINAGE FILL, OVER RE: SPECS. ( -_ - _.. COMPACTED FILL. v RE: STRUCT. DRAWINGS FOR FOOTINGS 4 FNDS. - -- -- - RE: STRUCT. DRAWINGS FOR FOOTINGS # FNDS. I T.O. FOOTING I CtI Amm i i I 1 i f 1 I U Lu I I FILL THIS 5PACE FULL Q Q Ills 11 —f- -il A^! 1 1^111 O N p dr co L Q� � U O � N INC in U �C � Q1 J mi O O LL. } j � j cn L- Q d p ' O WO Q) a ~ y� 04 N �W) O � ui 'EC N o 0 u MN U Lu FILL THIS 5PACE FULL Q Q Ills 11 —f- -il A^! 1 1^111 . N p dr co W INC in 0 W J mi = LL. U p j Q d p O WO Ni O a ~ y� 04 N �W) ui 'EC N o 0 u MN FILL THIS 5PACE FULL Q Q Ills 11 —f- -il A^! 1 1^111 FILLER M r-11 �? 14" DEEP DROP SOFFIT r L � �U O U �C O O it c O O mZ D�1 -.5 A) OL Ca 3 Q) W OL � O O � FILLER 2' - 2 " 2' - 2 " 24" BASE CAB w/ 24" BASE CAB w/ (2) ADJ. SHELVES (2) ADJ. SHELVES lU DRAWER (U DRAWER CASEWORK ELE 11.1 � U 1.0 FILLER 2' -4" 2' -4" 2' -4" 2'4" 12" WALL CAB. w/ 12" WALL CAB. w/ 12" WALL CAB. w/ 12" WALL CAB. w/ (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES 61 FILLER FILL FILLER 24" BASE CAB w/ 24" BASE CAB w/ 24" BASE CAB w/ (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES (1) DRAWER (U DRAWER (U DRAWER C,45 EWORK ELE V ATION ' %" 2 1' -o" AI9 (2) TENANT MAIL BOX UNITS. RE: SPECS. PLASTIC LAMINATE PLASTIC LAMINATE COUNTER TOP. COUNTER TOP W/ 4" BACKSPLASH. v 0 m 79 '4) TENANT MAIL BOX JNIT5, RE: SPECS. =LASTIC LAMINATE ;OUNTER TOP. (2) OUT GOING LETTER BOXES. RE: SPECS. 0 m 3 1 - 111 PLASTIC LAMINATE COUNTER TOP W/ 4" BACKSPLASH. CA5EWORK ELE 1= 11/ ' 1' -0" AI9 ".ATIONS )IRK ON. 1 �MINATE OF W/ 4" �PLA5H, (CATIONS *EWORK RUCTION. STUD FRAMING I I -6 3 METAL STUD FRAMING W/ 5 /8" GYP. BD. AT 16" O/C W/ 5 /g" GYP. BD. ANT MAIL BOX RE: SPECS. A z" METAL STUD FRAMING 16" O/C W/ 5 i8" GYP. BD. ASTIC LAMINATE >UNTER TOP. 25 0 : SPECIFICATIONS O R CASEWORK INSTRUCTION. 24" -- TENANT MAIL BOX UNIT. RE: SPECS. >Y �a 3'i2" METAL STUD FRAMING AT 16" O/C W/ 5 /8" GYP. BD. PLASTIC LAMINATE COUNTER TOP. ter, (2) OUT GOING LETTER BOXES. RE: SPECS. 0 RE: SPECIFICATIONS M FOR CASEWORK CONSTRUCTION. O r L � �U O U �C O O it c O O mZ D�1 -.5 A) OL Ca 3 Q) W OL � O O � FILLER 2' - 2 " 2' - 2 " 24" BASE CAB w/ 24" BASE CAB w/ (2) ADJ. SHELVES (2) ADJ. SHELVES lU DRAWER (U DRAWER CASEWORK ELE 11.1 � PLASTIC LAMINATE PLASTIC LAMINATE COUNTER TOP. COUNTER TOP W/ 4" BACKSPLASH. v 0 m 79 '4) TENANT MAIL BOX JNIT5, RE: SPECS. =LASTIC LAMINATE ;OUNTER TOP. (2) OUT GOING LETTER BOXES. RE: SPECS. 0 m 3 1 - 111 PLASTIC LAMINATE COUNTER TOP W/ 4" BACKSPLASH. CA5EWORK ELE 1= 11/ ' 1' -0" AI9 ".ATIONS )IRK ON. 1 �MINATE OF W/ 4" �PLA5H, (CATIONS *EWORK RUCTION. STUD FRAMING I I -6 3 METAL STUD FRAMING W/ 5 /8" GYP. BD. AT 16" O/C W/ 5 /g" GYP. BD. ANT MAIL BOX RE: SPECS. A z" METAL STUD FRAMING 16" O/C W/ 5 i8" GYP. BD. ASTIC LAMINATE >UNTER TOP. 25 0 : SPECIFICATIONS O R CASEWORK INSTRUCTION. 24" -- TENANT MAIL BOX UNIT. RE: SPECS. >Y �a 3'i2" METAL STUD FRAMING AT 16" O/C W/ 5 /8" GYP. BD. PLASTIC LAMINATE COUNTER TOP. ter, (2) OUT GOING LETTER BOXES. RE: SPECS. 0 RE: SPECIFICATIONS M FOR CASEWORK CONSTRUCTION. 1 11m IXI Nil �-- 1 1I IXJ Ni i l l . o 'Q M DETAIL s DETAIL 4 a co 3 /4 11 e I' -0" Al J 3 I - 0 " A19 31.5 8 PLASTIC LAMINATE V 2'- 11 AT SIM. COND. ,- COUNTER TOP W/ 4" IO PLASTIC LAMINATE 1 10 BACKSPLASH. uj COUNTER TOP W/ 4" LAVATORY LAVATORY 16" 2X4 REDWOOD RAILS. J BACKSPLASH, SAND SMOOTH AND ..r. •j I I _ FINISH AS 5PECED. _ Lamc 0 0 C 3 1E z 0 -- - - - - -- -- - - - - -- -- - - - - -- \ I /2" W. PLASTIC LAM. e 23/4 M PLASTIC LAMINATED \ i \ FINISHED END PART, BD. BRACE U - APRON. O �" 2X6 SIDE RAIL AS SHOWN. W SECURE t0 BACKING IN WALL CC W tq W/ (2) 3 4e "O LAG BOLTS EA. � � 't END. Z o ca N t/? i 't 04 2" FILLER 3' -0" 3' - 0 " 3' - 0 " 1 5' -3 3/4" Q 24" BASE CAB w/ 24" BASE CAB w/ 24" BASE CAB w/ 6'- 11'18" AT SIM. CONDITION IN WOMEN'S 141 (1) ADJ. SHELF (1) ADJ. SHELF (1) ADJ. SHELF W M N CA5EW ELEVATION r,\ CA5EWORK ELEVATION N 1/21 z I ' AI9 �" : ► -�" A DETAIL s _ DETAIL � 3j I'-0" A19 i1/ I "O'l AI9 FILLER PLASTIC LAMINATE COUNTER TOP W/ 4" — F BACKSPLASH. w DETAIL 1 3/ 4 11e 1 - 0 " Ai J DETAIL LL 3 /4 11 = 1' -O A1(3 DRZR T(4) DRAIUERS d' ADJ. SHELVES. ADJ. SHELVES. C,45EW0R< ELEVATION A 14" [:, A5E GAti w/ 14" bA5E GAD w/ (2) ADJ. SHELVES (2) ADJ. SHELVES (1) DRAWER (1) DRAWER C ,45EWORK ELE V ATION c 1/211 p 1' -0" AI9 14" 15A5t L AtS w/ 14" MA= LAM w/ 14° MA *t (,AM w/ 14" CSLANK MAbt UACS. (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES (1) DRAWER (1) DRAWER (1) DRAWER O L � �U O U �C O O c O O mZ D�1 -.5 A) OL Ca 3 Q) W OL � O O � Cc U � L 11.1 � U 1.0 1 11m IXI Nil �-- 1 1I IXJ Ni i l l . o 'Q M DETAIL s DETAIL 4 a co 3 /4 11 e I' -0" Al J 3 I - 0 " A19 31.5 8 PLASTIC LAMINATE V 2'- 11 AT SIM. COND. ,- COUNTER TOP W/ 4" IO PLASTIC LAMINATE 1 10 BACKSPLASH. uj COUNTER TOP W/ 4" LAVATORY LAVATORY 16" 2X4 REDWOOD RAILS. J BACKSPLASH, SAND SMOOTH AND ..r. •j I I _ FINISH AS 5PECED. _ Lamc 0 0 C 3 1E z 0 -- - - - - -- -- - - - - -- -- - - - - -- \ I /2" W. PLASTIC LAM. e 23/4 M PLASTIC LAMINATED \ i \ FINISHED END PART, BD. BRACE U - APRON. O �" 2X6 SIDE RAIL AS SHOWN. W SECURE t0 BACKING IN WALL CC W tq W/ (2) 3 4e "O LAG BOLTS EA. � � 't END. Z o ca N t/? i 't 04 2" FILLER 3' -0" 3' - 0 " 3' - 0 " 1 5' -3 3/4" Q 24" BASE CAB w/ 24" BASE CAB w/ 24" BASE CAB w/ 6'- 11'18" AT SIM. CONDITION IN WOMEN'S 141 (1) ADJ. SHELF (1) ADJ. SHELF (1) ADJ. SHELF W M N CA5EW ELEVATION r,\ CA5EWORK ELEVATION N 1/21 z I ' AI9 �" : ► -�" A DETAIL s _ DETAIL � 3j I'-0" A19 i1/ I "O'l AI9 FILLER PLASTIC LAMINATE COUNTER TOP W/ 4" — F BACKSPLASH. w DETAIL 1 3/ 4 11e 1 - 0 " Ai J DETAIL LL 3 /4 11 = 1' -O A1(3 DRZR T(4) DRAIUERS d' ADJ. SHELVES. ADJ. SHELVES. C,45EW0R< ELEVATION A 14" [:, A5E GAti w/ 14" bA5E GAD w/ (2) ADJ. SHELVES (2) ADJ. SHELVES (1) DRAWER (1) DRAWER C ,45EWORK ELE V ATION c 1/211 p 1' -0" AI9 14" 15A5t L AtS w/ 14" MA= LAM w/ 14° MA *t (,AM w/ 14" CSLANK MAbt UACS. (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES (1) DRAWER (1) DRAWER (1) DRAWER N N 14" DEEP DROP SOFFIT 2" FILLER 2' - 2 " 2' - 2 " 2' - 2 " 12" WALL CAB. W/ 12" WALL CAB. w/ 12" WALL CAB, w/ (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES 2" FILLE L I, 2' -2" (, 2' -2" 1 2' - 2 " 24" BASE CAB w1 24" BASE CAB w/ 24" BASE CAB w/ (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES (U DRAWER (1) DRAWER (U DRAWER (1) DRAWER (1) DRAWER (1) DRAWER (1) DRAWER (U DRAWER zK ELEV ATION i �t Q) Q) -- \\ -- - / \ - - - - - -- ® 7 6 Q) 1 ._ 9 .. —f — —f SPE // OL HIV yV I' -10" I' -9" �pV 214o 2" FILLER 2' - 2 " 2' - 2 " 2' - 2 " 12" WALL CAB. W/ 12" WALL CAB. w/ 12" WALL CAB, w/ (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES 2" FILLE L I, 2' -2" (, 2' -2" 1 2' - 2 " 24" BASE CAB w1 24" BASE CAB w/ 24" BASE CAB w/ (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES (U DRAWER (1) DRAWER (U DRAWER REIM FILLER V FILLER C,45E 1 /2 " = I' -Ofl FILLER 2' -10" 2' -10" 24" BASE CAB w/ 24" BASE CAB w/ 24" BASE CAB w/ 24" BASE CAB w/ 24" BASE CAB w/ (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES (1) DRAWER (1) DRAWER (1) DRAWER (1) DRAWER (U DRAWER zK ELEV ATION i �t FILLER PLASTIC LAMINATE COUNTER TOP W/ 4" BACKSPLA51-1. CA FILLER V -4" 24 BASE CAB WI (2) ADJ. SHELVE5 (1) DRAIER c-r ur+v" 1117I, VAT I ON FILLER 6 mai 14" DEEP DROP SOFFIT O - O State of Idaho QJ � - - U �t Q) Q) -- \\ -- - / \ - - - - - -- ® 7 6 Q) 1 ._ 9 .. I ._ g .. SPE // OL 2' -2" 3' -0" I' -10" I' -9" I _g 214o 12" WALL CAB. w/ 12" WALL CAB. w/ 12" WALL CAB. w/ 12 WALL CAB. w/ 12" WALL CAB. W/ 12" WALL CAB. W/ I " WALL CAB. w/ 12 WALL CAB. W (2) ADJ. SHELVES 2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. 5HELVE5 RANGE (2) ADJ. SHELVES ( ) ADJ. SHELVES q REFRIG. r M Lu s U �a IT' PLASTIC LAMINATE COUNTER TOP W/ 4" BACKSPLA51-1. CA FILLER V -4" 24 BASE CAB WI (2) ADJ. SHELVE5 (1) DRAIER c-r ur+v" 1117I, VAT I ON FILLER 6 mai 2' -2" 24" BASE CAB wl (2) ADJ. SHELVES (U DRAWER GA5EW0 maim 3' - 0 " 24" BASE SINK 24" BASE CAB w/ (2) ADJ. SHELVE5 (U DRAWER ELEV ATION 3 1 2 3'- 61/4" 24" BASE DRAWER E D- 14" DEEP DROP SOFFIT O - O State of Idaho QJ � - - U �t Q) Q) -- \\ -- - - - -- - - -- RA N GOOD \\ ® 7 6 Q) 1 ._ 9 .. I ._ g .. SPE // OL 2' -2" 3' -0" I' -10" I' -9" I _g 214o 12" WALL CAB. w/ 12" WALL CAB. w/ 12" WALL CAB. w/ 12 WALL CAB. w/ 12" WALL CAB. W/ 12" WALL CAB. W/ I " WALL CAB. w/ 12 WALL CAB. W (2) ADJ. SHELVES 2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. 5HELVE5 RANGE (2) ADJ. SHELVES ( ) ADJ. SHELVES q REFRIG. r M Lu s U �a w — RE: SPECS. RE: SPECS. —f — — �' �— F 2' -2" 24" BASE CAB wl (2) ADJ. SHELVES (U DRAWER GA5EW0 maim 3' - 0 " 24" BASE SINK 24" BASE CAB w/ (2) ADJ. SHELVE5 (U DRAWER ELEV ATION 3 1 2 3'- 61/4" 24" BASE DRAWER E D- ( I I 1 ®I I � I LL LL Ci 0 in rd) Registere O - O State of Idaho ( I I 1 ®I I � I LL LL Ci 0 in rd) _.._ ....... --------- .- __.__._..__.._...._ _.___._._. .-- _-------- .___._.__..__ —._... M ROLL -UP COUNTER DOOR. RE: SPECS. 11Q PLASTIC LAMINATE PLASTIC LAMINATE COUNTER TOP, COUNTER TOP. uj �. LL - C P.LAMINATE OVER ( I P.LAMINATE OVER HARDWOOD PLANKS. I I HARDWOOD PLANKS. STAIN EXPOSED HARDWOOD. rn N "' I ( STAIN EXPOSED HARDWOOD. �., Q P. LAMINATE OVER m ____.__.._.._..._..___.__ I I W -- (� I P. LAMINATE OVER � � M PLYWOOD. '- I 1 PLYWOOD. H VIP a I' -6" I' 6" 1, 3' -0" 3' -0" I I a 04 24 BASE CAB w/ 24" BASE CAB w/ 24" BASE CAB w/ 24' BASE DRatER 24' BASE DRi41ER 14" BASE CAB w/ 24" BASE CAB w/ 24" BASE CAB w/ (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ, HLYES (2) ADJ. 5HELA5 (2) ADJ. SHELVES (2) ADJ. SHELVES Ll h� Q � MN REWORK ELEVATION o CA5EWORK ELEVATION r J m.. A20 �,, _,_0 A20 DETAIL ( I 1 N 14" DEEP DROP SOFFIT FINISHED END PLASTIC LAMINATE COUNTER TOP W/ 4" BACK5PLA5H. 2' -2" (, 2' -2 I' -0" 1 Ff.L R 12" WALL CAB. w/ 12" WALL CAB. W/ (2) ADJ. SHELVES (2) ADJ. SHELVES O - � O QJ � U �t Q) Q) O O� _QJ ® 7 6 Q) QQ) OL M Q) O � U _ Lu s U �a w _.._ ....... --------- .- __.__._..__.._...._ _.___._._. .-- _-------- .___._.__..__ —._... M ROLL -UP COUNTER DOOR. RE: SPECS. 11Q PLASTIC LAMINATE PLASTIC LAMINATE COUNTER TOP, COUNTER TOP. uj �. LL - C P.LAMINATE OVER ( I P.LAMINATE OVER HARDWOOD PLANKS. I I HARDWOOD PLANKS. STAIN EXPOSED HARDWOOD. rn N "' I ( STAIN EXPOSED HARDWOOD. �., Q P. LAMINATE OVER m ____.__.._.._..._..___.__ I I W -- (� I P. LAMINATE OVER � � M PLYWOOD. '- I 1 PLYWOOD. H VIP a I' -6" I' 6" 1, 3' -0" 3' -0" I I a 04 24 BASE CAB w/ 24" BASE CAB w/ 24" BASE CAB w/ 24' BASE DRatER 24' BASE DRi41ER 14" BASE CAB w/ 24" BASE CAB w/ 24" BASE CAB w/ (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ, HLYES (2) ADJ. 5HELA5 (2) ADJ. SHELVES (2) ADJ. SHELVES Ll h� Q � MN REWORK ELEVATION o CA5EWORK ELEVATION r J m.. A20 �,, _,_0 A20 DETAIL ( I 1 N 14" DEEP DROP SOFFIT FINISHED END PLASTIC LAMINATE COUNTER TOP W/ 4" BACK5PLA5H. 2' -2" (, 2' -2 I' -0" 1 Ff.L R 12" WALL CAB. w/ 12" WALL CAB. W/ (2) ADJ. SHELVES (2) ADJ. SHELVES 4'-3 3/4" �, 2 �, 2 U,I" FILLER OPENING FOR WINDOW 24" BASE CAB m/ 24" BASE CAB w/ (2) ADJ. SHELVES (2) ADJ. SHELVES (1) DRAWER (U DRAWER 0 14" DEEP DROP SOFFIT N FINISHED END 4'-3 3/4" �, 2 �, 2 U,I" FILLER OPENING FOR WINDOW 24" BASE CAB m/ 24" BASE CAB w/ (2) ADJ. SHELVES (2) ADJ. SHELVES (1) DRAWER (U DRAWER 0 14" DEEP DROP SOFFIT N PLASTIC LAMINATE COUNTER TOP W/ 4" BACKSPLASH. 61 14" C.At3 W/ 14" BASE GAt3 W/ (2) ADJ. SHELVES (2) ADJ. SHELVES (1) DRAWER (1) DRAWER 0 14" tag= I✓ACS W/ 14" CSASE LAt:� W/ 14" VASE GAE5 W/ (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES (1) DRAWER (U DRAWER lU DRAWER CA5EWORK ELEV ATION 14" MA= UACS W/ 14" MA= L At3 W/ (2) ADJ. SHELVES (2) ADJ. SHELVES REWORK ELEVATION AN —f — — �' �— —� \— F I v I F-- IF I \4 y I/ V y V / y V V I" MLLER 2' -2" 2' -2" 1 2' -2" 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' -0" FILLER _ 12" WALL CAB. w/ 12" WALL CAB. w/ 12" WALL CAB. w/ 12" WALL CAB. w/ 12" WALL CAB. w/ 12" WALL CAB. w/ 12" WALL CAB. w/ 12" WALL CAB. w/ l2J ADJ. SHELVES (2) ADJ. 5HELVE5 (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES l2 ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES PLASTIC LAMINATE COUNTER TOP W/ 4" BACKSPLASH. 61 14" C.At3 W/ 14" BASE GAt3 W/ (2) ADJ. SHELVES (2) ADJ. SHELVES (1) DRAWER (1) DRAWER 0 14" tag= I✓ACS W/ 14" CSASE LAt:� W/ 14" VASE GAE5 W/ (2) ADJ. SHELVES (2) ADJ. SHELVES (2) ADJ. SHELVES (1) DRAWER (U DRAWER lU DRAWER CA5EWORK ELEV ATION 14" MA= UACS W/ 14" MA= L At3 W/ (2) ADJ. SHELVES (2) ADJ. SHELVES REWORK ELEVATION AN R oom Ho oM [FDC�O0� 0�HIE©ULIE Roo m FLOOR HORM Ea87 00UM YE87 COMM H IF H Q H x s [Room FLOOR HORM EM7 soU` H YE87 8` -0" A.FF. MOo H aHE USE MIIA HSC 7. YA d BASE M NSC 7. MIA ALL BASE YHSC 7. YALL BASE SCE MJA HS 7. MALL HAM H7. MOo mm BASE NNHSC 7. YQdd BASE YHOC T. Y add BASE MIA HSC 7. YAL L BASE 1Mi HOC7. YAL L Hb%7'd H7. 232 LEASE SPACE CARPET RUBBER „ 8 -0 AFF. PAINT RUBBER 155 PAINT RUBBER RUBBER PAINT RUBBER v - 6 PAINT SuSP. TIL / 8' -0" AFF (3) - BOBRICK. 8 -686 7O1LET PAPERD/SP. 100 LOBBY CESSED MA RUBBER 9' - 0" AFF PAINT RUBBER 156 PAINT RUBBER RUBBER PAINT RUBBER MENS 231 PA /NT GYP. BD. (0' -0" A.F.F. : SrAIRWY Fink H 233 LEASE SPACE CARPET RUBBER BOTTOM, 40" AFF. PAINT RUBBER BOTTOM. 40" AFF. PAINT RUBBER BOTTOM: 18" AFF PAINT RUBBER BOTTOM, 18" AFF PAINT Sus- TYPO t 8' -0" A.FF RUBBER /o( ELEVATOR EQUIPMENT RUBBER RUBBER PAINT VARIES PAINT RUBBER �t 60" AFF PAINT RUBBER BOTTOM: 30" AFF. PAINT RUBBER PAINT PAINT Grp BD. 8' -0" AFF CENTER LINE, 34" AFF 234 LEASE SPACE CARPET RUBBER PAINT RUBBER (2) - BOBR/CK.• 8 -165 2436 TYPE 1, MIRROR PAINT RUBBER LEASE SPACE PAINT RUBBER (U - BOBR/CK.• 3465 3660 TYPE ll, MIRROR PAINT L A - rr / 8' -0" A.F.F. PAINT 102 MAIL ROOM CARPET RUBBER PAINT RUBBER (3) - BOBR/GK.• 8 -686 TOILET PAPER D /SP. PAINT RUBBER LEASE SPACE PA /NT RUBBER _ PAINT LA PIN TIL 8' -0" AFF 235 HALLWA CARPET RUBBER RUBBER PAINT RUBBER 13' - 4" A.FF. PAINT RUBBER 161 PAINT RUBBER RUBBER PAINT L A P IN TILE I 9 `` 0 " A.FF (U - BOBR/CK: B -362 PAPER TOWEL D/SP. (03 COPY / �GOW CARPET RUBBER RUBBER PA /NT RUBBER 9' -0" A.FF PAINT RUBBER 162 PAINT RUBBER RUBBER PAINT SPIN T / 8' -0" AFF. RUBBER 236 LEASE SPACE CARPET PAINT AINT U PAINT r- TYPE 1 HINT AINT LEASE SPACE CARPET AINT LA IA r' I B' -0" AAF RUBBER 104 LEASE SPACE CARPET RUBBER PAINT PAINT RUBBER sus- trPO 1 PAINT RUBBER PA /NT RUBBER CARPET PAINT LAY -IN TILE 8' -0" AFF. 237 LEASE SPACE CARPET RUBBER 46 " C. T PAINT RUBBER PARTIAL 4 " r. PAINT RUBBER PAINT RUBBER CEASE SPACE PAINT LAY- lN T YPE I AY- T 8' -0" AAF. PAINT 105 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER LEASE SPACE PAINT APIN TI 1 8' -0" AFF 238 LEASE SPACE RUBBER RUBBER PAINT RUBBER RUBBER PAINT RUBBER B'_V AFF PAINT RUBBER 200 PAINT sus -. TrPE 1 8' -0" AFF 106 LEASE SPACE CARPET RUBBER RUBBER PAINT RUBBER RUBBER PAINT RUBBER VARIES PAINT RUBBER 201 PAINT LAY -IN 714E CARPET i VCr RUBBER 239 HALLWAY RUBBER RUBBER PAINT PAINT RUBBER PAINT PAINT RUBBER PAINT VARIES PAINT RUBBER PAINT sus- TrPE 1 „ 9 -0 A.F.F. RUBBER 107 HALLWAY CARPET RUBBER PAINT PAINT RUBBER PAINT PAINT RUBBER PAINT O P . T r P PAINT RUBBER SuS- TYPE 1 PAINT AY- I TI ' „ 9 -0 AFF CARPET 23 9a TELECOM 5. CONC. RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT EXP05ED T l3 '_ 4 „ AFF CARPET /0 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT g I 8' -0" A.FF. Ar -IN TI 5U5P. TYPE 1 9 AFF. N ( ?40 LEASE SPACE RUBBER RUBBER PAINT RUBBER RUBBER PA /NT RUBBER RUBBER PAINT RUBBER 8'-0" PAINT SIISP. T YPE 1 '_ ” 8 0 A.FF. HALLWAY /09 LEASE SPACE CARPET RUBBER RUBBER PAINT RUBBER RUBBER PAINT RUBBER RUBBER PAINT RUBBER 9' -0" AFF PAINT ASP.I TIL / B' -0" AFF 207 241 LEASE SPACE T RUBBER PAINT PAINT RUBBER PAINT PAINT RUBBER PAINT PAINT RUBBER PAINT SUSPENDED PAINT SUSP. T YPE 1 _ 8 -0 A.FF. 208 Il0 LEASE SPACE CARPET RUBBER PA /NT RUBBER PAINT RUBBER PAINT PA IN T RUB 15R PAINT Ar -IN 714 SUSP. TYPE / 8' -0" A.FF 24 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT SUS -. TrPE / 8'_ ®' A.F.F. 111 LEASE SPACE CARPE R UBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER SP IN TPE i B' -0" AFF 24 LEASE SPACE T CT COVED C.T AINT PAINT RUBBER AINT PAINT RUBBER FAINT PAINT RUBBER FAINT SusP. TYPE I LAY 8' -0" A.F.F. 112 LEASE SPACE CARPET RUBBER RUBBER PAINT RUBBER RUBBER PAINT RUBBER RUBBER PAINT RUBBER _ PAINT cusp TYPO / B' -0" AFf. 10 A.FF. 244 LEASE SPACE 213 BLAKE'S OFFICE CARPET PAINT RUBBER PAINT PAINT RUBBER PAINT PAINT RUBBER PAINT PAINT Sus -. TYPE i 8' -0" AFF B' -0" AAF 113 HALLWAY CARPET RUBBER CARPET PAINT RUBBER PA /NT PAINT RUBBER PAINT PAIN RUBBER PAINT PAINT L rr -E i 5'_0" A.F.F. PAINT SUS- TYPE / 245 LEASE SPACE 215 OFFICE PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT sus- TYPE 1 8'_0,r A.FF. PAINT &/$P. rrr� / Il4 LEASE SPACE CARPET RUBBER KIPS OFFICE PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT &16 / r rIP`C t 8' -0" AFF 246 LEASE SPACE T 21 PAINT RUBBER RUBBER PAINT RUBBER RUBBER PAINT RUBBER RUBBER PAINT . rrPE / 8 -0" AFF. 115 VESTIBULE yetis p RUBBER 218 PAINT RUBBER RUBBER PAINT RUBBER RUBBER PAINT RUBBER RUBBER PAINT rsYY FRW IEV 6'-0" A.F.F RUBBER 247 LEASE SPACE q T PAINT RUBBER CARPET PAINT RUBBER PAINT PAINT RUBBER PAINT PAINT LAY- TYPE I ; 8' -0" A.FF. RUBBER 116 HALLWAY CARPET RUBBER PAINT RUBBER CARPET PAINT RUBBER PAINT PAINT RUBBER PAINT PAINT VARIES VARIES RE. SHEET A3, REFLECTED CE1LlAli PLAN 246 LEASE SPACE PAINT LAY-IN TILE RUBBER PAINT RUBBER HALLWAY PAINT RUBBER PAINT RUBBER PAINT 5ctsp rrPE t 8' - 0 " A.FF PAINT 117 STAIRWAY RUBBER NOSE 91 AFf PAINT RUBBER SHANE'S OFFICE PAINT RUBBER PAINT RUBBER PAINT r 301 Bp D 12' -0" AAF. 249 LEASE SPACE RUBBER 8' -0 "AFF PAINT RUBBER 223 PAINT RUBBER RUBBER PAINT RUBBER RUBBER PAINT LAY- TYPE 1 IN al 0 A.F.F. 118 HALLWAY CARPET RUBBER " 9 -0 AFF. PAINT RUBBER 224 PAINT i RUBBER RUBBER PAINT RUBBER RUBBER PAINT A T i 9' -0" A.FF. RUBBER 250 LEASE SPACE RUBBER RUBBER PAINT L TYPE 1 Y TILE AINT RUBBER AINT RUBBER CARPET PAINT RUBBER PAINT PAINT suSP TYPE 1 9'_0" A.F.F. ;RUBBER //,$a TELECOM S. CONCR RUBBER PAINT 6415- TYPE 1 PAINT RUBBER 226 PAINT RUBBER RUBBER PAINT RUBBER RUBBER PAINT EXPOSED 13' -4" RUBBER 251 HALLWAY RUBBER PAINT ASP. PAINT RUBBER PAINT RUBBER PAINT RUBBER PA /NT PAINT suss? TYPE / 8' -0" A.F.F RE: SHEET A4, REFLECTED CEILII6 PLAN 119 LEASE SPACE CARPET RUBBER PAINT Sus- TYPE I PAINT RUBBER PAINT RUBBER LEASE SPACE PAINT RUBBER PAINT r . T� E LAY -IN 8' -0" A.FF 252 RUBBER CARPET PAINT RUBBER PAINT RUBBER 8' -0" A-FF PAINT RUBBER 229 PAINT RUBBER RUBBER PAINT VARIES 10' -0" AAF 120 LEASE SPACE T PAINT RUBBER PAINT RUBBER 8 1 -0" AFF. PAINT RUBBER 230 FAINT RUBBER RUBBER PAINT A TPE 1 9'-V AFF RUBBER 253 LEASE SPACE CARPET PAINT PAINT RUBBER PAINT AP IN 7P t PAINT RUBBER PAINT RUBBER C_T PAINT SUSP TYPEI _ „ 8 -0 A.FF. RUBBER 121 LEASE SPACE CARPET RUBBER PAINT PAINT RUBBER PAINT syspEAn PAINT RUBBER PAINT RUBBER P TYPE PAINT AY -IN rl E „ 8 -0 AFF 254 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT susP TYPE 1 8' -0" A.FF 122 LEASE SPACE CARPET PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT LAPIN TIE 8` -0 " AFF. 255 LEASE SPACE q T PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT SP ? 1 AY -IN TI " 8 -0 AAF /2 LEASE SPACE CARPET SUSP. TYPE 1 AY -I T " 8 -0 AAF 256 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT AY.,N rIL t B' -0" AAA. 124 LEASE SPACE CARRET R U BB ER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT LAr-IN ME 2,57 LEASE SPACE CARPET RUBBER PAINT RUBBER AINT AINT PAINT susP Tr / l I E 8' -0" A.F.F. 125 LEASE SPACE CARPET RUBBER SUS Y -I TI LE P. TYPE / S' - ®" AF.F 258 LEASE SPACE CA P T PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT sus- rrPE I LAY-11V TILE 8' -0" A.FF 126 LEASE SPACE CARPET RUBBER E TYPE I LAY -IN r.E ' -0" AF.F 259 LEASE SPACE CARPET PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT F' TYPE i Ar -IN T/ „ 8 -0 A.FF 1 ?7 LEASE SPACE CARPET U PAINT RUBBER PAINT RU BER PAINT UBB R P TYPE 1 AINT Y -IN TILE „ 8 '0 AFF ?60 LEASE SPACE CARPET PAINT RUBBER PAINT RUBBER PAINT PAINT AY-1N TILE 1 8' -0” AAF 128 MEC14 ROOM SEALED CONC. PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT E x E /3' - 4 " A.F.F. 261 LEASE SPACE CARPET PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT LAY -IN TILE 8' -0" AAA. 129 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT U BE PAINT RUBBER ME 1 PAINT LAY TILE 8' -0" AFF. 262 HALLWAY CARPET PAINT RUBBER PAINT RUBBER PAINT RUBBER PA /NT LAY -IN TILE 9' -0" A.F.F 130 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PA /NT RUBBER PE PAINT AY -IN ME 8' -0" AFf. 131 HALLWAY CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT LAPIN rl I 9' -0" AAF 132 j LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT AY -IN TIE AF.F oL1 F1 [EcDULIE Roots 1971'- DESCR /P7 /0N MOUNrlNra ROOM arr- DESCRIPTION I'JOUNTINO MENS 134 (2) - BOBRICK: 3 -4112 SOAP D /SP. BOTTOM. 40" AFF COMPUTER /47 (U - PROJECTION SCREEN (RE. SPEC.) CE &A6 MNr � U (2) . BOBRICK.• 3-165 2436 TYPE 1, MIRROR BOTTOM: 40" AFF. 8` -0" A.FF. (1) - MARKER BOARD 4x12' (RE. SPEC.) TOP 84" AFF 134 (l) - BOBR/CK: B -165 3660 rYPE !l, MIRROR BOTTOM.• IS" AFF. RUBBER (2) - TACK BOARDS 4x6' (RE. SPEC.) PAINT RUBBER (1) - BOBR/CK: B -362 PAPER TOWEL D /SP. BOTTOM, 40" AFF MEETING CENTER 201 (l) - PROJECTION SCREEN (RE. SPEC.) CE/LAG h1Nr RUBBER (2) - BOBRICK.• 8 - 686 rOILEr PAPER DISP. BOTTOM: 30" AFF 8' -0" AFf. (1) - MAKER BOARD 4'x12' (RE. SPEC.) TOP B4" AFF 154 (l) - BOBR/CK: 8 -5837 GRAB BAR CENTER LINE: 34" AFF. i!IOMENS ?II (2) - BOBR/CK: 3-4112 SOAP D /SPP, (2) - BOBR/CK 8 -165 2436 TYPE 1, MIRROR BOTTOM: 40" AFF BOTTOM • 40" AFF RUBBER Q-- PAINT SHOWER 135 (?) - BOBR/CK. B -677 TOWEL NOOKS BOTTOM. 48 "AFF RUBBER (1) - BOBR/GK. 8 -4112 $0AF D/SP. 30T70M: 40" AFF „ 8 -0 AFF. (1) - BOBR /CK.• B -165 3660 rYPE A MIRROR BOTTOM.- 19 l/ AFF 155 (1) - BOBRJCK: 6806 -48 GRAB BAR CENTER LINE: 34" AFF RUBBER (1) - BOBRICK.• 8 -362 PAPER TOWEL D /SP. BOTTOM, 40" AFF v - 6 (U - BOBR/CK: 6806 -24 GRAB BAR CENTER LINE. 34" AFF. (3) - BOBRICK. 8 -686 7O1LET PAPERD/SP. BOTTOM. 30" AFF. (I) - BOBR /CK: 6806 -36 GRAB BAR BOTTOM.• 219" AFF 9' - 0" AFF (i) - BOBRICK, 3 -5837 GRAB BAR CENTER LINE: 34" AFF. 156 (U - BOBRICK B -204 -3 SHOWER CURTAIN TOP 72" AFF RUBBER 111 MENS 231 (2) - BOBR/CK: 3-4112 SOAP D /SP. BOTTOM, 40" AFF. RUBBER (l) - 306RICK 3- 6047 -60 CURTAIN ROD � 72" AFF RUBBER (U - BOBRICK.• 5-165 2436 TYPE 1, MIRROR BOTTOM, 40" AFF. 8 ' -0" A.FF. (2) . BOBR/CK B -165 2436 rYPE 1, MIRROR BOTTOM. 40" AFF. 157 (1) - BOBR/CK: 8 -165 3661 TYPE ll, MIRROR BOTTOM: 18" AFF RUBBER (I) - BOBR/CK. B -165 3660 TYPE ll, MIRROR BOTTOM, 18" AFF RUBBER PAINT RUBBER (U - BOBRICK 8 -362 PAPER TOWEL D/SP. BOTTOM. 40" AFF. RUBBER PAINT VARIES CUSTODIAL 141 (V - BOBR/CK B- 224 -30 - MOP RACK �t 60" AFF 156 (2) - BOBRICK• 3-686 TOILET PAPER D15P. BOTTOM: 30" AFF. RUBBER PAINT RUBBER <I) - BOBRICK: 3-5837 GRAB BAR CENTER LINE, 34" AFF WOMENS 144 (2) - BOBRICK, B -4112 50AP D /SP. BOTTOM: 40" AFF RUBBER PAINT �sP TYPE 1 8' -0" AFf. (2) - BOBR/CK.• 8 -165 2436 TYPE 1, MIRROR BOTTOM. 40" AFF 159 LEASE SPACE CARPET RUBBER (U - BOBR/CK.• 3465 3660 TYPE ll, MIRROR BOTTOM, !8" AFF RUBBER PAINT RUBBER (1) - BOBR/CK.• 8 -362 PAPER TCVEL D /SP. BOTTOM.- 40" AFF RUBBER &16p. TYPE 1 (3) - BOBR/GK.• 8 -686 TOILET PAPER D /SP. BOTTOM. 30" AFF. 160 LEASE SPACE CARPET RUBBER (U - BOBR/CK 8 -5837 GRAB BAR CENTER LINE: 34" AFF. RUBBER PAINT RESrROOM 145 (U - BOBR/CK: B -4112 SOAP D/5P. 50 70M. 40" AFF RUBBER (I) - 308R/CK 8 -165 2436 TYPE 1, MIRROR BOTTOM. 40" AFF. 13' - 4" A.FF. 161 (() - BOBRICK: 8 -165 3660 rYPE ll, MIRROR BOTTOM: IS" AFF. RUBBER PAINT RUBBER (U - BOBR/CK: B -362 PAPER TOWEL D/SP. BOTTOM. 40" AFF. RUBBER PAINT RUBBER (l) - BOBR/CK: 8 -686 TOILET PAPER D /SP. BOTTOM. 30" AFF 9' -0" A.FF 162 (1) - BOBRICK, 3-5837 GRAB BAR CENTER LINE: 34" AFF. RUBBER PAINT r - - ---- - - -- ----- - -- ----- - ---- SCREEN -------------- � REGE55ED PROJECTION � RE. S°ECIFICATION VAT I I i I i i I i I � I 1 M fy i � + i I I V I � 152 VEST /BULE CESSED MA RUBBER 'Q `r) T RUBBER V co A U O N � U d GYP Bp, 8` -0" A.FF. Q) 134 LEASE SPACE CARPET RUBBER J t PAINT RUBBER O PAINT RUBBER Q) Q) PAINT RUBBER Q PAINT Ar -L" rP / 8' -0" AFf. O � 154 LEASE SPACE CARPET RUBBER ::3 PAINT RUBBER Q-- PAINT RUBBER to t'AINT RUBBER p- Suss' YPE 1 PAINT Y- Ti „ 8 -0 AFF. O � 155 HALLWAY CARPET RUBBER v - 6 LLJ � 6u6P. TYPE / LA Y-IN Ti 9' - 0" AFF 156 LEASE SPACE CARP T RUBBER 111 RUBBER PAINT RUBBER PAINT RUBBER sus- TYPE / Y -I 71 8 ' -0" A.FF. 157 HA LWAY CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT VARIES VARIES RE: SHEET A3, REFLECTED CEILIN's PLAN 156 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT �sP TYPE 1 8' -0" AFf. 159 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER &16p. TYPE 1 160 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER 48 "h C.T PAINT RUBBER C. 46'h T LAPIN TPE 13' - 4" A.FF. 161 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT LAY -I N T I L E 1 9' -0" A.FF 162 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT r- TYPE 1 8' -0 "AFF. 163 LEASE SPACE CARPET RUBBER PAINT RUBBER 74" C. T. PAINT RUBBER PARTIAL PAINT RUBBER PARTIAL sus- trPO 1 B'_0" AAA 164 HALLWAY CARPET RUBBER PARTIAL 49 ° C. T. 46 " C. T RA IN T RUBBER PARTIAL 4 " r. sus- TY 1 g'_0 „AFF 165 CEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT /crs -. TYPE / B' -0” AAF 166 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT SUS- TYPE 1 B'_V AFF 200 LOBBY CARPET RUBBER PAINT RUBBER PAINT RUBBER , °AINT RUBBER PAINT VARIES VARIES RE. SHEET A4, REFLECTED CEILIIa PLAN 201 CONFERENCE ROOM CARPET i VCr RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER -- PAINT VARIES VARIES RE: SHEET A4, REFLECTED CEIL11�(.', PLAN 202 )OSEPH'S OFFICE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT O P . T r P 8' -0" AFF. 203 SUPPORT SERVICES CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT LAr -IN TILE 9 AAF 204 BRUCE'S OFFICE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT g I 8' -0" A.FF. 205 N ( RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT Q p/ r rp / AA F 8'-0" 206 HALLWAY CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT Ar -IN TILE 9' -0" AFF 207 6T q RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT SUSPENDED 8 ' -0" AFF 208 HALLWAY CARPET RUBBER PA /NT RUBBER PAINT RUBBER PAINT RUBBER PAINT Ar -IN 714 9' -0" AA 209 ACCOUNTING CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT A / 9'"0" AAF 210 RECEPTION CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT AY IT AF / ME 9'-0" AAF 211 IGbMENS RESTROOM CT COVED C.T 74" C.T PAINT RUBBER PARTIAL PAINT RUBBER PARTIAL PAINT RUBBER PAINT Srlo, B D. DED B - 0 " AFf. 2 / 2 HALLWAY CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT SUSPEND 10 A.FF. 213 BLAKE'S OFFICE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT sus- TYPE 1 LAY TILE B' -0" AAF 214 CONF / BREAK ROOM CARPET RUBBER PA /NT RUBBER PAINT RUBBER PAINT RUBBER PAINT SUS- TYPE / B' -0" AFF 215 OFFICE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT &/$P. rrr� / 8 '_ 0 ,r AFF 216 KIPS OFFICE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT Ar-IN TI 8' -0" Aff 21 _CHRIS'S OFFICE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT L ASP rrPE t 8' -0" AFF. 218 TELE MARKET /NO CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT LAY -IN TILE 9``m" 4FF, 219 DESIGN DEPT. CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT LA TYPE 1 g'_0" AFf. 220 DESIGN DEPT CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT LAY-IN TILE 9' A 221 HALLWAY CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT LAY -IN TILE 91 AFf 222 SHANE'S OFFICE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT �Pl -E i 8' -0 "AFF 223 PROGR4MMlNG CARPET RUBBER PAINT RUBBER PAINT RUBBER °AINT RUBBER 9U5P. TYPE 1 PAINT - " 9 -0 AFF. 224 MYRON'S OFFICE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT L TYPE 1 Y TILE B' -0" AAA 225 HALLWAY CARPET RUBBER PAINT RUBBER PAINT ;RUBBER PAINT RUBBER PAINT 6415- TYPE 1 8 -0" AFF 226 CARPET RUBBER PAINT RUBBER PAINT RUBBER PA114T RUBBER PAINT ASP. qfF 227 LEASE SPACE RUBBER PA /NT RUBBER PAINT RUBBER PA /NT RUBBER PAINT Sus- TYPE I „ 8 -0 A.FF 228 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT SU5P TYPE 1 TPLE 8' -0" A-FF 229 LEASE SPACE CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT APIN rIL 8 1 -0" AFF. 230 LEASE SPACE CARPET RUBBER PA /NT RUBBER PAINT RUBBER PAINT RUBBER PAINT AP IN 7P t 8' -0" AF.F 231 MENSRESTROOM C_T COVED C.T. 74 "C.T PAINT RUBBER PAINT RUBBER 74 "C.r. PAINT RUBBER 74 "C. r. PAINT syspEAn 6' -0 "A.FF I i I i i I i I � I 1 M fy i � + i I I V I � REI 133 O CARPET s d. 'Q `r) PAINT RUBBER V co L Q) U O PAINT � U d PAINT LAr -IN TILE W Q) 134 M51\ RESTROOM C.T. = J t PAINT O O PAINT ® Q) Q) U Q) QQ) O Q FAINT YP NDED 8' -0" AAP O � � Q) O C. T. COVE C, T. ::3 z X Q-- CQ to *kV p- W 0 O � t 000 SERVER ROOM SEALED CON - O v - 6 LLJ � EXPOSED U 137 TELE / COM ROOM SEALED CONC. RUBBER 111 RUBBER REI 133 CONFERENCE ROOM CARPET s d. 'Q `r) PAINT RUBBER V co PAINT RUBBER PAINT o PAINT LAr -IN TILE W 134 M51\ RESTROOM C.T. = J t PAINT V LL PAINT RUBBER PARTIAL 4" PAINT � Q FAINT YP NDED 8' -0" AAP O O w co C. T. COVE C, T. CC 0 ~ H N to to p W 0 MN J t 000 SERVER ROOM REI _ J 133 CONFERENCE ROOM CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT LAr -IN TILE 8'-0" AFF, 134 M51\ RESTROOM C.T. COVED C.T. PAINT RUBBER PARTIAL 7 " T PAINT RUBBER PARTIAL 4" PAINT RUBBER 74" C.T. FAINT YP NDED 8' -0" AAP 135 SHOWER C. T. COVE C, T. PARTIAL C.T. PARTIAL CT PARTIAL CT sPENOED 136 SERVER ROOM SEALED CON RUBBER EXPOSED 13 ' -4" AAF 137 TELE / COM ROOM SEALED CONC. RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT E X1006ED 13' -4" AAF 138 ELEC, D/ST ROOM SEALED GONG. R UBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT 5 TH FD 13' -4" AAF 139 SHIPPING SEALED CONC. RUBBER AINT RUP35ER PAINT RUB ER PAIN RUZQER PAINT EXPO 13' -4" AAF 140 MECH. ROOM SEALED CONC. R UBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT Expo - /3' -4" AAA 141 CUSTODIAL SEALED CONC. PAINT RUBBER PAINT RUBBER 48 "h C.T PAINT RUBBER C. 46'h T PAINT sx PO ED 13' - 4" A.FF. 142 HALLWAY SEALED CONC. RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT EXPOSED /3' -4" A.F.F. 143 HALLWAY VC, T PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT lino. BD. 9' -6" A.FF 144 WOMENS RESTROOM C. T, COVED C. T. PAINT RUBBER 74" C. T. PAINT RUBBER PARTIAL PAINT RUBBER PARTIAL PAINT 3V3 BD. B' -0" A.FF 145 RESTROOM C. T. COVED C. T. PARTIAL 49 ° C. T. 46 " C. T RA IN T RUBBER PARTIAL 4 " r. SUSPENDED " B -0 AFF. 146 CONFERENCE ROOM CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT P TYPE 1 LAY -IN TILE 8 -0 " AFF. 147 CLASSROOM / COMPUTER CARPET PAINT RUBBER PAINT RUBBER PAINT RUBBER SUS- TYPE I PAINT „ 9 -0 AAF 148 TEACHING LAB V.G.T RUBBER RUBBER PAINT RUBBER PAINT sASP rPO 1 9' -0" AAF 149 HEAL TH ED. OFFICE CARPET RUBBER ---- -- L AY-I N b AFF 150 HALLWAY CARPET RUBBER PAINT RUBBER PAINT RUBBER PAINT RUBBER PAINT EE 9'_0„ AFF 15019 TELECOM S. CONCR RUB R PAINT RUBBER PAINT RUBBER PAINT RUBBER EXP PAINT STM D 13' -4" AAA, STAIRWAY RUBBER NOSE T RUBBER NT PAINT PAINT " 'ENDED PAINT Y . 12 12 '_ 0 " AFF _ J r / In) ID) R__l � 0 u DOOR [FRQNC DOOR FmQNE SOME LOWER DE"TGaOLS [FORE I�M%n D AG°3P° SOME GaOSCN° LO DC 7ZU0.8 RRFE f�Mln DoC�G�po MARK ���1�4 SB�OdC� pG^a0E TY PE MITI ��NISH GLASS Mn7xt�1 TYPE MITI F�a�SH GLASS HEAD JAMB ��dL G°3G�J���C� HID. KEY MARK M?n naA 7 O��GdE PpOG°3 TYPE �1Q7°d F��ISH GLASS MIn XH T�l PE G�Q`� °d FPHISa GLASS =NB Odd G3G°a`�O�1C No. KEY 9 3' X 7' / 4 If B WD. STAIN ? N.M. PA /NT 28/Q24 29 /Q2 5 I 3' X 7' /34 A ALUM. D /zED 2� l0 ALUM. 1 1W (M 10/A 24 /l /A24 I2/A24 1 9 3' X 7' 1 ° B Wp, STAIN 2 N.M. PA /NT 28/A24 29/Q24 5 2 3' X 7' 134 A ALUM. D /ZED 2� l0 ALUM. D /zED 2� !0/A 24 II/A24 12/Q24 4 9 3' X 7' l 4 B WD. STA IN ? N.M. PAINT 281A24 29/A 24 5 "X 7' 1 ° A ALUM. D/ZED 2� 4 ALUM. ANO D IZE D 2� 1.31Q 24 14 /A 24 15/A 24 I 98 3' X 7' Iii ° B WD. STAIN ? H,IrI, PA /NT 2S /A 24 29/Q 24 5 4 3' -6 " X 7' l ° ALUM, A ALUM. D /ZED � 4 ANO DIZED � 13/A24 14 /A 24 15/Q24 3 99 3 , X 7 , / ' ° B WD. STAIN ? N.M. PAINT 28/A ?4 29/Q24 5 5 3' X 7' Jai " A ALUM. ANODIZED � 3 ALUM. TIED 2� 17 /Q 24 /8/A24 15/Q24 4 � 3' X 7' 1 ° B WD. STAIN ? H.hl. P ZFNT 28/A24 29/A 24 5 6 3' X 7' 134 If H.M. PAINT 3 N.M. PAINT 3l/A24 3 2/A24 15/A 24 ? Iml 3' X 7' 134 ° WD. STAN ? N.M. P 281A24 19/A 24 5 1 3'X 7' l " Q ALUM. D/zED 2 3 ALUM, rzED 2 17 /A 24 l8 /A 24 15I A24 4 � 3' X 7' l " B WD. STAN' ? A01 PAINT ?8/A24 29 /AZ4 5 8 3' -b "X 7' J " A ALUM. D/zED � 4 ALUM. ANOD IZED C� 13/A24 14/A24 15/Q24 I 103 3' X 7' 1 .34 43 WD. STA 5 N.M. PANT 3� 78/Q24 291A 24 12 9 3' -6 "X 7' 1 -1 4 q ALUM. ANO DIZED �3 4 ALUM. IrED 3Q 13 /Q 24 14 /Q24 15/A 24 3 �4 3 ` X 7' /_4 " ° B WD. STA IN ? N.M, PA /NT 28 /A 24 29/A 24 5 10 7 1 l " B WD. STAIN ? H.1'1. PAINT 28/A24 29/A2 5 �5 3' X 7' 134 " B WD, STAIN 1 N.M PAINT 2S1A74 29/Q 24 5 11 3' X 7' 1.94 /1 B WD. STAIN 2 91'2 PAINT 28 /A24 29/A2 5 % 3' X 7' 1 /q " A ALUM. D /zED 2� 9 ALUM. DIIED � J0 /A24 34/Q24 16/A 24 14 12 3' X 7' /.94 B WD, STAIN ? NM PA /Nt 28/A24 29/Q2 5 � 134 " q ALUM. D /zED 0 g ALUM. D/zED 2� / / 34/A24 /b /A74 !4 13 3' X 7' 13i " B WD STAIN 2 N.M. PANT 28/A24 29 /A2 5 ION 3' X 7' 1 4 Q ALUM. D /zED � 2 ALUM. DIIED 23/A24 24/A24 /61Q74 14 U 3' X 7' Jai " B Wp, STAIN ? H.M. PAINT 281Q24 291Q2 5 109 3' X 7' 134 B UID. STAIN ? 141"1 PA /NT 28/A24 29/Q24 5 15 3' X 7' 11 B u/p, STAIN ? N.M. PA /NT 28/A 24 291A2 5 110 3' X 7' WD, STAI.0 2 H.rl. PAINT 351 A24 361A2 5 16 3' X 7' 13/ ° B WD. STAIN _ ? N.M. PA /NT 35/A14 36/,4 ?4 5 111 3' X 7' 13i " C a/0, STAIN 2 14,11 PAINT 281A24 29/A 24 g Il 3'X 7' /34 " B WD, STAIN 2 N.M. p PAINT 35/Q24 36/,4 24 g 112 3' X 7' 134 B WD. STAIN Z N.M. PANT 28 /A 24 29/A 24 5 18 3' X 7 1 " B WD, STAIN Z N.1'1. PAINT 35/Q24 36/,414 5 113 3' X 7' 13i " G WD, STAIN 3 /-1,M: PAINT 19/A24 20/A24 /g 19 3' X 7' 134 B WD. STAIN 6 N.M. PA /NT (1) 28/A24 311A24 5 114 3' X 7' /34 B WD. STAIN Z N.M. PA / NT 28 /A24 29/A24 8 2 3' X 7' B lilD. STAIN 2 N.M. PAINT 28/A24 291A1 S 115 3' X 7 , 1.3 " B WD, STAIN Z H.M, PAINT 21 " 181A24 29/Q 24 9 3' X 7' 1 3 4 B WD. 57AlN 2 N.M. PQ /NT 281A24 29 /A2 8 ilb 3' X 7' 1 B Wp, STAIN ? N.M. PAINT 281A24 29/A24 5 22 3' X 7' Jai B WD, STAIN b N.M. PAINT Cj) 2,91A24 /Q ?4 311A24 6 Ill 3' X 7' 134 B WD. STAN 2 N.M, PAINT 28/A 24 29/A 24 5 23 3' X 7' 1 3 4 " ° B WD. STAIN ? H.M, P 35/Q24 361W4 5 118 3' X 7' 13i B WD. STAIN Z N.M. PAINT 2.51A24 29/A24 5 3' X 7 lei " B WD, STAIN Z N.M, PAINT 35/A24 36/,4 ?4 5 119 3' X 7' Jai B WD. STAIN 2 k1-1, PA/NT 2,91A24 ?9/A24 5 25 3 ' X 7' /.94 ° B IUD, STAIN 2 NM PA /NT 351Q24 36/,414 5 12 3' X 7' 1 B WD, STAIN 1 H.M, PA/NT 28 /Q 24 29/Q24 5 2 3' X 7' 1 " B WD, STAIN 2 N.M. PA /NT 28/Q24 29/A2 5 121 3' X 7' 1 ° B WD. STAIN ? H.hl. PA /NT 2,91A24 29/A24 5 2 3' X 7' /34 It ° B WD. STAIN 2 1411 PAINT 28/A74 29/Q2 5 3' X 7' /3i WD. STAIN ? H.M, PAINT 28/A24 29/Q ?4 5 28 3' X 7' /3i 11 ° B Wp, STAIN ? PM PAINT 28/A24 29/A2 5 12 3' X �' 13i ° B WD. STAIN 2 N.M, PAINT 28/A14 29/A24 5 29 3' X T 1 3 4 , ° B WD. STAIN ? W1 PAINT PAINT ?B/A 24 291 Q2 5 12 3' X 7' / ° B IUD. STAIN Z H.M, PAINT 28/A24 ?9/Q24 5 30 3 X 7 1 ° B WD, STAIN 2 H,M, PAINT ?B/Q24 ?9/A2 5 31 3' X 7' / " ° B WD, STAIN 2 H.M, PAINT 28/A24 29/A2 5 32 3' X 7' 134 " ° G WD, STAIN 3 H.IrI, PAINT 19 /A 24 20/A24 /l 33 1 3'X 7' 1 B WD. STAIN ? H,M, P4 /NT 2B /A24 29/Q2 5 34 3' X 7' 134 B WD. STAIN 2 14M PAINT 28/Q24 ?9 /A? 5 35 13'X 7' 1.34 " ° WD. STAIN Z N.M. PAINT 281Q24 29/A2 5 36 3' X 7' 1 3 4 If ° B WD. STAIN ? N.M. PANT 28/A24 191Q2 5 31 3 ' X 7 1 " ° B WD. STAIN 2 N.M. FAINT 28/A 24 29 /A2 5 1 ( ?) 3'X 7 13 4 B WD. STAIN I N.M. PA /NT 28/A 24 29/A2 13 38 3' X 7' /34 ° B WD, STAIN 2 N.M. PA /NT 28/A24 29/A7 5 39 3'X 7' 134 B WD, STAIN ? H,M, PAINT 281A24 29/,42 5 ,40 3' X 7' Jai " ° B WD, STAIN H.M, PAIN,` ? 2,91A24 29IA 5 41 3' X 7' Jai ° B WD. STAIN ? N.M. PAINT 243/A24 29/A2 5 44 . 3'X 7' 1 „ ° B WD. STAIN ? H.I✓l. PAINT 35/A24 36/A24 5 43 1 3'X 7, 134 " ° B WD, STAIN ? PA /NT 35/A74 36/,414 5 '� 3' X 7' l ° STAIN 2 1-1.M. PAINT 351A24 361A24 5 45 3' X 7' 1 WD, STAIN 7 N.M. PAINT � 28 /Q 24 30 %d74 9 4 W( TN �� y DR � " &L. wrDrN 3' X 7' 1 " B WD. STAIN ? H.M. PAINT 28/Q 24 29/A2 3' 7' 134 B WD. STAIN ? N.M. PAINT 281Q24 29/A2 7 48 3'X 7' l3/ " ° C WD. STAIN ? N.M. PA /NT ?8/A24 29/A2 /? 49 3'X 7' 1 " B NM. PAINT 2 N.M. PAINT 2B/A24 29/A2 g 50 3 X 7 ° HM. PAINT 2 N.M. PAINT 2,61A24 29/A2 8 51 3 X 7 HM. PAINT ? N.M. PAINT 18/A24 29/A2 8 Z = z 52 3'-4'X 7' ° B HM, PAINT 3 H.M. PA(,N' 211Q24 22/A24 1® W � W Q 0 53 8'X7' 0,k,0. SEE SPEC IFICAT IONS _ 25/A 24 26 /A 24 27/A24 54 ' X 7' l " B HM. PAINT 2 H.M, PAINT 28/A24 29 /Q2 8 55 3' X 7' WD, STAIN 2 N.M. PAWT 28/A24 29/A7 !/ 3' X 7` 1 B WD. STAIN 7 N.M. PA /NT (1) 28/A24 301A 24 g ® ® © 51 3' X 7 , 1 3 4 it ° Wp, STAIN ? Way PA /NT 281A 24 29/A2 7 3 X 7 " Z ! � PAINT 28/A24 29 /Q2 9 J 59 3 X 7 ' 134 WD, STAIN B 2 PAINT 28/A 24 29/A2 9 60 3'X 7' 1 B WD, STAIN 2 H,M, PAINT 281A24 29/A2 9 bl 3 X 7' ° B WD, STAIN Z 4M P AINT HINT 28/A 24 29/A2 5 61 7' -2" 3' X 7' 1 " G Wp. STAIN 3 N.M. AlNT J9/A24 201A14 ll '- " „ 61 (?) 3' X 7' 1 B WD. STAIN / H,M. PAINT 2B/A24 29/Q2 13 63 3' X 7' i " A ALUM. NoD/zE Al Wl tN Wl TH . Wl TN Z" l TN /oil l TN � � 2 A DIZE ?3/A24 ?4/A24 /6 /A24 /4 N O 0 ?„ k ? ?" 1" ?„ ? 2" - 3' X 7' 1.94 B WD. STAIN 2 k.1 PA /NT 2B/A24 291 A2 5 H Jai ° B STAN ? HM. PA /NT 35/A 24 36/,4 24 5 . IDTH 3'X 7' 1 " ° B WD. STAIN ? N.M. PANT 28 /A 24 291Q2 5 2" 2" O 3 61 3' X 7' /3i B WD. STAIN 7 N.M. PANT 35/Q24 361Q, ?4 5 I-- 0 ( a) � 68 ' X 7' WD. STAIN 2 N.M. PAINT 28/A24 29/Q2 5 P_ _ = b 3' X 7' ! " WD. STAIN 2 N.M. PA /NT 35/Q14 361A,24 5 � 10 ?'X 7' 134 " G WD, STAIN 3 Hay PAINT 19/A24 20/Q24 15 BREAK METAL Q 11 . 3'X 7' 1 3 4 " IUD. STAIN B ? N.M. PAINT 28/A24 29 /A2 5 CLOSURE 11� (?) 3'X 7' Jai " B WD. STAIN / N.M, PAINT 18/A74 79/Q7 13 v IL I L___1 _� - 12 3'X 7 ° B WD, STAIN ? N.M. PAINT 28/A24 29 /A2 5 © O O ® O ® 3 3' X 7' B WD. STAIN ? N.M. PAINT 28/A24 29/A2 5 3'X 7' 1 " B Wp, STAIN ? H.hJ. PAINT 28 /A 24 29 1A2 5 7 3' X 7' 1 " WD. STAIN ? f.// / PA /NT 2B 1A 24 29/A2 5 04 3'X 7 l4 11 Wp, STAIN ? Hay PA /NT 2,91A24 29/Q2 5 l 3' X 7' 4 B WD. STAIN Z NM PA /NT 28/A24 29 /A2 5 „ rt 3' X 7' � B WD. STAIN ? N.M. PAINT 5 „ „ X 7' Iii If ° B WD, STAIN 2 HM. PA /NT /A 4 /A? _ 3' 281Q 24 29/A2 5 - 3'X 7' B IUD. STAIN ? N.M. PAINT 2,91A24 29/Q2 5 Z, ? 2 „ �� ?„ 3X 7' Ull T Z„ ? ?„ � " WD. STAIN N.M. PAINT 3' X 7' 4 B WD. STAIN ? H,M. PAINT ?8/A ?4 29/QZ 5 5 8 3' X 7' B WD. STAIN ? N.M. P 2B /A24 29/Q? S 7' 1 " B WD, STAIN Z N.M. ' 20 4A 2 4 20 5 ►� r , i i ! O S 3' X 7' 1 11 B WD. STAIN 2 N.M. F' T 28/A24 29/A2 5 3 3' X 7 14 ,, ° B WD. STAN ? Hay, PAINT ? /A 4 29/Q1 5 7' B WD. STAIN 2 N.M �F*A PA /NT 2B/A24 29/Q2 5 0 3' X 7' WD. STAIN H. 5 „ t l STAIN 7 /Q 24 29 /A2 5 Jai TA IN ? ?A(NT 2$ /A 24 29/Q2 5 9 3' X 7' 134 " ° B WD, STAIN 2 N.M. PAINT 28/Q24 29/A2 it 16ga. JOINT F /LEER ® g ( ?) 3X7' 13 4 B (1/D. STAIN 8 N.M. PAINT (I) 281A24 291A? 16 3' X 7' 13i if B WD, STAIN 2 N.M. PAINT 2B/A14 29/A1 I! r „ 9 3' X 7' 1 i I i I I I � w � I i I I f � � I i i 0 � O � N U � O O 0 Qj Q) � �a a�� � L lud- O OL Ca Q— O -� U — l.0 s U lU ° WD. STA( Z H.M. PAINT ?8/A24 29/A2 5 i I i I I I � w � I i I I f � � I i i 0 � O � N U � O O 0 Qj Q) � �a a�� � L lud- O OL Ca Q— O -� U — l.0 s U lU N to) ao p W N O � � �N W � °' ° ©� MN J ao p W N O � � �N W � °' ° ©� MN J J O O N C O r. O O O O O O TYPE FAAT'L FINISH GLASS /1 HEAD co (a) co o co C2D CD (a:) (T) - 1 1 (a) co co o B B N ANODIZED Vt I/A23 21A23 31A 23 CC 4 v c C C ALUM. NOD /ZED � ? (D C) 3/423 JN co N „ 2„ ll ALUM. C / I (I) C 92-2-4,', 211 ' " " N E 1 ANODIZED O � O C O C O F ° NOD /ZED (T) 4/A 23 51A 23 6/423 G G ALUM. O O O 51A23 C O O N N ALUM. ANODIZED ® 4 " m 3 ,_ 0 ll 91A23 „ „ LL JN co co co (D ' co co co co co C) ; i co JN N 2" 2' 2" 2 ?" 2' 2" 2" V O Z O O O ( O O N C O n Y O O O O O O TYPE FAAT'L FINISH GLASS /1 HEAD co o co o co co -' ANODIZED (D 1/A23 1 co co co o B B ALUM. ANODIZED Vt I/A23 21A23 31A 23 CC 4 v c C C ALUM. NOD /ZED � ? l /A 23 11423 3/423 co N „ 2„ ll ALUM. 2 11 / TN I (I) 211 92-2-4,', 211 ' " " E E 1 ANODIZED O � 5/A23 6/A23 F F ° NOD /ZED (T) 4/A 23 51A 23 6/423 G G ALUM. ANODIZED 4/A23 51A23 6/,423 u o CURTAIN UJAL L T r)=55 4 11 = I'-m" 8CHMMULFE (3LQZ7=dH(3 7V[PES N r 7 11 � FO RE RA REIVMIG° RKS C (1) 0 4 C7 I" INSUL, 1/4" TINTED FLOAT EXTERIOR 1/4" CLEAR FLOAT INTERIOR 1" INSUL. 1/4" TINTED TEMPERED EXTERIOR 1/4" CLEAR TEMPERED INTERIOR ' CLEAR TEMP. ' CLEAR FLOAT „ TYPE FAAT'L FINISH GLASS /1 HEAD JAWB SLL LION A A ALUM. ANODIZED (:1)/ 1/A23 21A 23 3/A23 o z Q B B ALUM. ANODIZED Vt I/A23 21A23 31A 23 CC 4 v c C C ALUM. NOD /ZED � ? l /A 23 11423 3/423 co D D ALUM. ANODIZED I (I) 4/A23 5/A23 6/A23 E E ALUM. ANODIZED O 41423 5/A23 6/A23 F F ALUM. NOD /ZED (T) 4/A 23 51A 23 6/423 G G ALUM. ANODIZED 4/A23 51A23 6/,423 N N ALUM. ANODIZED ® 4 7/A23 8 /A 23 91A23 `rte U UJ/NDOU/ T ri 1� M (D 0 O N o 0 „ 2 11 2 " 2 11 2 ' -1 p,1 A/JS,I 7All U)INr,)ou) Tr, 0 �5 MASONRY VENEER I/2" PL YGID SHEATH /NG o/ - 6 ° NEAVr GAGE STL. STUDS 4'x45 e 114" AWaLE. EXTERIOR MTL. PANEL 5 1/?" PL YUD SHEATHING o/ C' HEAVY GAGE S16 TUD6 H Ea $la " GYPSUM BOARD. ALUMINUM FRAME w/ 4 P INSUL. GLAZING. I - �— SEALANT BOTH S /DES 112 " PL W SNEATkhri o/ L t 6'; NEAVr GAGE STL. STUDS - F ; i PRE- FIN/SNED SLOPED FLASHING P. T. 2x4 BLOCK /NG. - GYPSUM BOARD. \ `, Pt 2x4 BLOCKING. ' I/2" PL YlGD 614EATWA6 o/ LUM/NUM FRAME w/ , ` 6 ° NEAVr GAGE STL. STUDS. MASONRY YENEER 0, � �P INSUL. GLAZING. SEALANT BOTH 5/DE5 MASONRY VENEER JAMB 2 5ILL 3 423 / 1/7 423 % " GYP5UM °601 BOARD. 6'; HEAVr GAGE STL. STUDS FRAME w/ E XTERIOR MTL. PANEL S P INSUL, GLAZING. JAMB i 5/8" GYP. BD, OVER 3 1/2" METAL FRAMING SEE STRUCTURAL FOR LINTEL S /ZE LOBBY ELEVATOR SHAFT 4 ALUMINUM FRAME IU/TN "GLAZING A5 SCHEDULED. HEAD � � ELEVATOR SHAFT — EXPANSION ANC14OR5 6 32 "o.c \� ALUMINUM FRAME WIT14 "(SLAZING A5 SCHEDULED. LOBBY 518 "GYP. 50. OVER 314" O.IU.C. FURRING OVER MASONRY CON57RUCT/ON JAMB a n 423 ALUMINUM FRAME w/ P INSUL, GLAZING. SEALANT BOTH 5 1DE6 PRE - FINISHED 540PED FLASH/AG HEAVY GAGE STL. 5TUD5. 51LL 4,? „ ALUM/NU19 FRAME W1 rN i "GLAZING A$ SCHEDULED. LOBBY ELEVATOR SHAFT 4" CONC. SLAB, 8" CONC. FND. WALL. 51 L g U I �1 1 •. r_ O N r 7 11 � 2 0 M co 2 21 � „ -52 11 /1 0 0 Nt I 0 l ) �. o 0 „ 2 11 2 " 2 11 2 ' -1 p,1 A/JS,I 7All U)INr,)ou) Tr, 0 �5 MASONRY VENEER I/2" PL YGID SHEATH /NG o/ - 6 ° NEAVr GAGE STL. STUDS 4'x45 e 114" AWaLE. EXTERIOR MTL. PANEL 5 1/?" PL YUD SHEATHING o/ C' HEAVY GAGE S16 TUD6 H Ea $la " GYPSUM BOARD. ALUMINUM FRAME w/ 4 P INSUL. GLAZING. I - �— SEALANT BOTH S /DES 112 " PL W SNEATkhri o/ L t 6'; NEAVr GAGE STL. STUDS - F ; i PRE- FIN/SNED SLOPED FLASHING P. T. 2x4 BLOCK /NG. - GYPSUM BOARD. \ `, Pt 2x4 BLOCKING. ' I/2" PL YlGD 614EATWA6 o/ LUM/NUM FRAME w/ , ` 6 ° NEAVr GAGE STL. STUDS. MASONRY YENEER 0, � �P INSUL. GLAZING. SEALANT BOTH 5/DE5 MASONRY VENEER JAMB 2 5ILL 3 423 / 1/7 423 % " GYP5UM °601 BOARD. 6'; HEAVr GAGE STL. STUDS FRAME w/ E XTERIOR MTL. PANEL S P INSUL, GLAZING. JAMB i 5/8" GYP. BD, OVER 3 1/2" METAL FRAMING SEE STRUCTURAL FOR LINTEL S /ZE LOBBY ELEVATOR SHAFT 4 ALUMINUM FRAME IU/TN "GLAZING A5 SCHEDULED. HEAD � � ELEVATOR SHAFT — EXPANSION ANC14OR5 6 32 "o.c \� ALUMINUM FRAME WIT14 "(SLAZING A5 SCHEDULED. LOBBY 518 "GYP. 50. OVER 314" O.IU.C. FURRING OVER MASONRY CON57RUCT/ON JAMB a n 423 ALUMINUM FRAME w/ P INSUL, GLAZING. SEALANT BOTH 5 1DE6 PRE - FINISHED 540PED FLASH/AG HEAVY GAGE STL. 5TUD5. 51LL 4,? „ ALUM/NU19 FRAME W1 rN i "GLAZING A$ SCHEDULED. LOBBY ELEVATOR SHAFT 4" CONC. SLAB, 8" CONC. FND. WALL. 51 L g U I �1 1 •. r_ -$4 "GYPSUM BOARD. P, T. 2x4 BLOCKING. CD 0 O N r 2 „ � v M co U � 1 v� uj 0 0 Nt I 0 l ) �. O tJ 44 o z Q Q) Vt Q-- Wo O CC 4 v c N N 111 L 6� W U o° co Q w -$4 "GYPSUM BOARD. P, T. 2x4 BLOCKING. CD 0 7 47" N r 2 „ 2 „ M co 1 v� uj Nt I J O tJ 44 o z Q Q Wo 0 CC 4 v 0 N N 6� W CC 06 o° � Q -$4 "GYPSUM BOARD. P, T. 2x4 BLOCKING. CD 0 , 0 V V E LI —� _SEALANT BOTH 4 1 12 11 S/DES ALUMINUM FRAME w/ l" INSUL. GLAZING. "GYPSUM ALUMINUM FRAME c �V INSUL. GLAZING. SEALANT BOTH 511 7 47" 2„ 2 „ 2 „ 1 Nt I C O O '- , 0 V V E LI —� _SEALANT BOTH 4 1 12 11 S/DES ALUMINUM FRAME w/ l" INSUL. GLAZING. "GYPSUM ALUMINUM FRAME c �V INSUL. GLAZING. SEALANT BOTH 511 F306051 I ALUMINUM FRAME W1 r14 RE. S TRICT FOR . T P IN64 GLAZING. INFO. A24 24 - " G YPSUM BOARD SEALA _-----,5E4LANr BOrN 610E6 T456 a 24 2 x.3116 ANCkOR 65ALANr SOrq 61DE5 ANT BOT44 61056 ELEVATOR SHAFT ------- . .. . ...... ANCHORS A$ EXPANSION ANCHORS - s 32 AFTER SPEC. DOOR A56EMBL Registers REQUIRED. Architect N AR1 112 P4 rWD SHEA THING ol 6,' 145A VY &A65 6 1 rUD6. ALUMINUM FRAME AND ALUMINUM FRAME wl DOOR ASSEMBLY P INSUL. OLAZINO, ALUMINUM FRAME WITH ALUM INUM FRAME WITk ALUM. UM NR561404 D SET IN F ULL P G LA ZING A6 SC1450ULED, L P GLAZING AS SCHEDULED. KU T KARSJ ALUMINUM FRAME wl M460NRr VENEER 0 0 ALUMINUM FRAME wl aa BED OF 6EALANSEALANT. 4 BRICK VENEER 0 IER ZN5UL. G LAZING P IN64 GLAZING. CMU M460NRr CON6TR CONCRETE ANCHORS AS stet® of Idaho GROUND FLOOR LEVEL SECOND FLOOR -LEYEL REQUIRED. HEAD eo \_A24 1112 �24 ALUMINUM FRAME WITH P IN64. 6LAZINO, SEALANT BOTH SIDES 4 ALUMINUM FRAME WITH A- P GLAZING AS SCqEDULED, CONCREFrE ANCI40R5 A6 REQUIRED. MASONRY VENEER MASONRr YENEER 5/B " GYP. 5D. O VER 5/B" rP. B0. O VER 314" D.WC. FURRING OVER 3/4 D .W.C. FURRING OV ER �SEALANr 50714 61056 L2" MASONRY COINS 7RUC T/0N CONCRET E ANCHORS 45 —7 MASONRY CONCONSTRUCT /ON. orpwmsa ovER REQUIRED. ALbMINVI FRAME AND OVER 1/ FURRINCs CHANNELS ol DOOR A66615L A/ " GYPSUM BD. OVER 19 &rP6bM BD. OVER Ir - . _% " GYPSUM SO. O YER FURRING CkANNEL6. 1 FURRING CHANNEL S. 11 '2 FURRING CHANNELS MASONRY CON6TRUCTION 1 2 " FURRING CHANNELS. ALUMINUM FRAME AND DOOR A66EMBL Y ALUM. TIAE6140L D SET IN FULL BED OF SEALANT. (3) M460NRr ANCHORS T 'T mean ..... ALUM THRESHOLD p 6Er IN FuLL CONCRETE ANCHORS A5 6EALANr 30714 510E6 PERJAMS HOLLOW ME FRAME $5D OF SEALANT. SEALANT BOTH 610E6 12119 A66EM5Lr ---- ------ QU / R ALUMINUM FRAME AND HOLLOW METAL % CONCRETE ANCHORS A5 DOOR 466EMBLr AL UMINUM Fe4ME AND � � DOOR A66EMBLASSEMBLY. REQUIRM 5ILL (a) 5ILL (T(O HEAD HEAD JAMB Zi It/ a a HEAD �24 112 =/ , �24 \��24 � A24 M46ONRr VENEER Oi MASONRY MASONRY VENEER D -ERImEnER WEA THER " 50. O VER GYPSUM 3D. O VER HEAVY GAGE STEEL S TUDS. 16 ga. HOL OW ME FRAME HEAVY 6A6F STEEL 6 TUD6 65CrICN4 OVERHEAD DOOR A,56EMBL *r A T PERIMETER ASSEMBLY RE. SPEC. OPENING. 0 6 YP501 SD. O VER i - 7 — l6ga. HOLLOW METAL FRAME 1 2 ° FURRIW-i CkANNEL6 ol !'I EXr METAL WALL PANEL ol A,66EMaLlr A T PERIMETER MASONRY CONSTRUCTION. I 67UP6. RE. 6TRUCT SEALANT BOT SIDE PERIMET W EATHER TUER FOR HEADER INFO. OF OPENIN(S. 114 BEN r PL ATE W1 4 STUDS, 6 (3) MASONRY ANCHORS FROM EEACH ENP AND 24 O/C SEAL ANIr BOTH 51DE6 PER JAMB BETWEEN, DRILLED AND EPDXIED INTO CONC. SLAB USING "HILT/" HOLLOW METAL FRAME ALUMINUM FRAME AND 01,IER145AD DOOR qr_, NOTE: 17 1 1 \—p ALUMINUM FRAME AND A66EMASSEMBLY 4?" r SPEC. 0.40.6 ARE IN.57ALI.E0 4 DOOR ASSEMBL EXT. MF7AL WALL PANEL ol 6EC71ONAL OVERHEAD D A66ENBL'r RE. SPEC. T1416 PROCEDURE TO BE COMPLETED A66EMBLr R OPERATING. STEEL 6 7UP6. RE. 6 TRUC T FOR HEADER INFO. r2 3' r2 _4 '� 2 �5 2 �l JAME3 r �(o aILL 1112'w'-oll \. �24 \, �24 //2 " =l' -m" A24 224 � A24 c, c .4v. 5/8 " GYP. SO. O VER L11 z 3 112 ME 7AL FRAMIN6 CID Q) Kp i _Z S) 516 0 *rf. BD. O VER x 3 1/2 METAL FRAMING SEE 6 TRUC TUR4L FOR L INTEL .5/0 (S rf 5D. O YER I 61ZE 1/2 METAL FRAMING " BOA BOARD O VER HOLLOW METAL FRAME 1 /7 L 1raA4 r GAGE FURRING. 14OLLOWMETAL FRAME A6661M r wl 1 14 GAZING --------- ----------------- ---------- A6661M *r A6 6CqEDULED. M460NRr VENEER MASONRY VENEER / " SEALANT SON 5 /DES :3 HOLLOW ME FRAME HOL LOW ME TAL. FRAME _0 ...... ...... - ---_— ----- — A66EMMIr ASSEMBL . . . . . . . . . . . . ------ - ul -------------- 5 314" CaYRiUM BD. O VER 1 FURRING CHANNELS. ka GYPSUM 5D. OVER Q) d) 1 2 FURRIN CHANNEL S. 5314 14OLLOW METAL FRAME 114 / 1 Ifo A24 6,' HEAVY 0,46E .5 7L. S TUDS. 1112"s l'-e" A56E.'15LY wl 1 4 OAZIN6 F= A$ 5CkEDULED. 40LLOWMETAL FRAME 6EALANT B0774 61DE6 A66EM94 r AL 4� HOLLOW METAL FRAME AL UMINUM FRAME wl ASSEMBLY. S EALANT B OTH 61DE6 2 P IN64 GLAZING. Reg Architect h N c A 0 1 U T K 4f Ir' 69EC71 AL OVERHEAD .5/0 Cs'rf, 5D 0 1ER t2ll 3 112 " ME TAL FRAMING -1 531411 3 11 i5 314 k1OLLOWM57AL FRAME EXT. METAL WALL PANEL o/ SEMBL STEEL 67UP6. RE. 67RUC7 FOR HEADER INFO JAM 34 112" tf'-O" a2 1 Ott = l'-o" A 24 1 112 , 2 /o.ell \, �24 -011 \L2 11174 1,A24 lq C4 0 G YP . 13D. O VER 3 ME TAL FRAMING SEE 5TR&C7UVLFOR LINT64. 518 6rf. 30, O VER j SIZE "3 112 " M ETAL FRAMING _j LL cc ot z o HOLLOW METAL FRAME — HOLLOW METAL FRAME A 4 1 8 11 4 11 0 kEAL� 35 )W13 rRoll\ z o CC t 0 q* 1 112" = T �14 y 04 to cc 0)0 0 N C4 Cl) 500 PRE-FINISHED, STANDING SEAM METAL ROOF OVER 1 /2" PROTECTION 5D. 1 STEEL DECKING OVER ROLLED WIDE FLANGE SECTIONS SEE DETAIL 8/59 FOR DETAILING. BENCHES BY OWNER -- ------ - - - - -- I F C1240.1. FAINT 4" CONC. PATIO SLAB W 12" X 8" THICKENED EDGE. 16" X 15" LOUVER. RE: MECH. DRAWINGS. ___.__ ______ ___,__ __ j _ ,• I ,_ __ STANDBY .... .... . GENERATOR U . .... . . .... .... . ..... . ..... ---. _ --I I. -A- 7/7, --------------------- 64" x 64' R.O. FOR LOUVER. RE: MEC14, EXHAUST FAN. RE: MECH. 15'-4" a ,, �'t 5 , -0 " III-all T FLOOR PLAN 1 /4 11 - 1 1- 0 11 mQ .. . ..... ..... ...... . . 16x8x6 CMU MASONRY CONSTR. w (1) 1 5624 11 oc. VERT AND (1) 0 5632"o.c. HORIZ. GROUT SOLI 1 STEEL DECKING OVER ROLLED WIDE FLANGE SECTIONS PRE-FINISHED, STANDING SEAT' METAL ROOF OVER 1 /2" PROTECTIC 0, 1240.1 CHANNEL. PAINT. w W co ) z It 0 (14 -4 0 24"o.c.1 EACHWAY q/ t: 4'[d. ._. .._ .__ 4 x74 DRAINAG FILL. ao Tp FOUNDATION. TYF. 04 co 17* cc 4ANNEL SECTION, FAINT �Q M ID 16x8x6 CMU MASONRY CONSTR. w (1) 1 5624 11 oc. VERT AND (1) 0 5632"o.c. HORIZ. GROUT SOLI 1 STEEL DECKING OVER ROLLED WIDE FLANGE SECTIONS PRE-FINISHED, STANDING SEAT' METAL ROOF OVER 1 /2" PROTECTIC 0, 1240.1 CHANNEL. PAINT. w W co ) z It 0 (14 -4 0 24"o.c.1 EACHWAY q/ t: 4'[d. ._. .._ .__ 4 x74 DRAINAG FILL. ao Tp FOUNDATION. TYF. 04 co 17* cc 4ANNEL SECTION, FAINT O M ID .14 .j 1 4's 0 12'oz. EACH FACE HORIZ, AN <HAUST LOUVER. L: 0 4's 6 16"oc. EACH FACE VERT, Q) Q) Q) L ✓ENEER. RE. —L Lu 7,777— TION. BUILDING SECTION 't .LOW METAL DOOR 4 FRAME. (L co Q) �EMBLY, T,O. MAS. (M) OL 108 T.O. ONG. OL 11_'73 :�:4mtj_ FIN. FLR..O— )ATION PLAN FOR AREA. ... .. . .... EAST ELEVATION 1 /4 11 - I AN ' R-35 FIBER • INSULATION ..�.�. (1) LAYER 1 /2 GYP. Bo. OVER 3 /4 " DWC a 16 O/C U MASONRY CONSTR 4 c. VERT A D --- ------ ------- � - 1 ------ '037 Z i1ou '50 a.. ___ _____[ _ _ ____ .. . ........ . . . . . . . . . . __.__--- �_ —.._._ - - - - - - - - - - - . . . . ... �._...... _.____--1--- .- ._._._....____1_-- _..._.._ • _. _..__ _._._.__.._._...._. __.._......._._.___..__._... ._�._....__....._.__..L.___.___ ._...__.._._._._--.-------- 1__-..__.....__.- ._......i... - - - - - - . . . . . . . . . . . . (o"d. COI CRETE SL 5 w/ (1) LAYER 1 /2" GYP. BD,J- OVER 3 /4" DWC 0 16" O/C. T,O. MA5. (15%.) 108 If I6x8x5 CMU MASONRY CONSTR. w/ el) 0 5624"oz. VERT AND GROUT SO ID, TYP, T.O. OFNG. (i) 0 5632"o.c.'PORIZ. GROUT SOLID. 1_____ ,____ - - - - ---- .---- _. - - - - 1� . __. -- (2) OS's TOP 4 BOTTOM GROUT SOLID, TYP. HOLLOW METAL DOOR 4 FRAME . .. ..... ASSEMBLY, FAINT. ._.._ _...._._._.._ _... __..�_._�..__._.__._1.___._._._ ._____ �___ ... _�____ __. 7 r _ 1 ____— -- . —_I_._ __l __l_____ -- l__ —__ 1 _ ___l __ - - --------- - ___ _1 � _— -- _ _ —� - - -_ .__�___ -- ._�T __ ___1..__ __ __ - - -_1 _ _ ___ .__ _ __ ._. __ _ __ I _ -_ . ...... ... _ _ r _ __ __ _ __�_ _ _ �T__ ____ —_ __ _ . .. ....... ..... . ...... ----------- -- E __I___ __�__ __� 4"d CONCRETE APRON wl -------- l 0 4 6 24"o.c. EACHWAY. _____1..._..._.._.. _�.__._.__.___...J_._..�._ ___._...�............_ ___....._.L..__..__ - .____._� _ (1 "4 ". CONCRETE SLAB w/ DOWEL TO FND. w/ (1) 0 4 x 18" a 24"o.c. EACHWAY o ....... FIN. FLR. 100 �f 4"d DRAINAGE FILL. 's, • • M THICKENED EDGE SLAB w/ —A x, DOWEL 6 181'ac, (2) CONT. z TO FOUNDATION. TYP, AdKI \ 1 N < BUILDIN• 5ECTION 1/ = p 22" ROLLED W12x22 WIDE FLANGE SECTION.--\ PRE-FINISHED, STANDING SEAM METAL ROOF OVER 1 /2" PROTECTION ED. 4ED, STAN[ OF OVER 1 1 4ANNEL SE ;D C1240.1 :K VENEEF :(CATION. JST LOUVEI NCRETE Af )UNDATION HIS AREA. 1 STEEL DECKING OVER ROLLED WIDE FLANGE SECTIONS SEE STRUCT. D1165 FOR SIMILAR DETAILING. T.0, MA5. OL — VARIES "F —C1240.1. FAINT 4" BRICK VENEER RE. 2" RIGID BOARD INSULATION. TYP. FIN. FLR. w W co ) z It 0 (14 -4 0 24"o.c.1 EACHWAY q/ t: 4'[d. ._. .._ .__ 4 x74 DRAINAG FILL. ao Tp FOUNDATION. TYF. 04 co 17* cc Q) O M ID .14 .j 14%. CONCRETE FOUNDATION wl 1 4's 0 12'oz. EACH FACE HORIZ, AN 0 4's 6 16"oc. EACH FACE VERT, Q) Q) Q) L 12"44" CONCRETE FOOTING w/. (3) 0 4's CONT, —L Lu 7,777— mz BUILDING SECTION 1 STEEL DECKING OVER ROLLED WIDE FLANGE SECTIONS SEE STRUCT. D1165 FOR SIMILAR DETAILING. T.0, MA5. OL — VARIES "F —C1240.1. FAINT 4" BRICK VENEER RE. 2" RIGID BOARD INSULATION. TYP. FIN. FLR. :D, STANDING SEAM OVER 1 /2" PROTECTION BID. FOOTING AND FOUNDATION PLAN uwj ROOF 1 /4 11 - 11-011 ; /4 11 -- 1 1- 0 11 4" CONC. LANDING SLAB W1 12" X 8` THICKENED EDGE. AL IS I -a ll FAINT UNDERSIDE OF ROOF DECK WHERE EXPOSED TO 4" BRICK VENEER RE.— SPECIFICATION, 44 BRICK LEDGER TYP. MECHANICAL EXHAUST LOUVER. RE. MECHANICAL DWGS, 14"w. CONCRETE FOUNDATION w/ 0 4 1 9 a 12'oc. EACH FACE HORIZ. AND 0 4's * 18"ac. EACH FACE VERT. 12"44" CONCRETE FOOTING w/ (3) 0 4's CONT. RAM ING 4 '1 w W co ) z It 0 0 04 co cm cc Q) O M ID .14 .j 22 :D, STANDING SEAM OVER 1 /2" PROTECTION BID. FOOTING AND FOUNDATION PLAN uwj ROOF 1 /4 11 - 11-011 ; /4 11 -- 1 1- 0 11 4" CONC. LANDING SLAB W1 12" X 8` THICKENED EDGE. AL IS I -a ll FAINT UNDERSIDE OF ROOF DECK WHERE EXPOSED TO 4" BRICK VENEER RE.— SPECIFICATION, 44 BRICK LEDGER TYP. MECHANICAL EXHAUST LOUVER. RE. MECHANICAL DWGS, 14"w. CONCRETE FOUNDATION w/ 0 4 1 9 a 12'oc. EACH FACE HORIZ. AND 0 4's * 18"ac. EACH FACE VERT. 12"44" CONCRETE FOOTING w/ (3) 0 4's CONT. RAM ING 4 '1 ■ C 0 4 0) 0 z Q W (ff j J 1111111M oc Q o CC m ot — w W co ) z It 0 0 04 co cm cc Q) O M ID Q� .j Q) Q) Q) Lu O mz 't x (L co Q) co co Lu to w ■ C 0 4 0) 0 z Q W (ff j J 1111111M oc Q o CC m ot — w W co ) z It 0 0 04 cm cc Uj M ID MN .j 5OUTH ELEVATION 1 /4 11 - 1 1- 0 11 WE5T ELEVATION 1 1 /4 1t 11-011 5TRUGTURAL DRAWING NOTES HEALTH EDUCATION AND BUSINESS DEVELOPMENT CENTER FOR EA5T- GENTRAL IDAHO PLANNING AND DEVELOPMENT ASSOGIATION I. GENERAL APPLICATION A. These drawings must be used in conjunction with the architectural drawings to clearly define the requirements for construction. B. Do not scale drawings. G. In the opinion of the Gontractor, any items that appear to be deficiencies, omissions, contradictions or ambiguities In the drawings, should be brought to the attention of the Architect and /or Structural Engineer. II. GODES AND SPEGIFIGATION5 A. International Building Gode (IBC,) - 2003 Edition B. AGI 318 -02 Building Gode Requirements for Structural Goncrete G. A15G Manual of Steel Gonstruction - pith Edition A5D D. AW5 D1.1 -02 Structural Welding Gode E. AGI 530 -02 Building Gode Requirements for Masonry Structures F. 5J1 Standard Specifications and Load Tables - 415t Edition 6. 5D1 Design Manual - No. 30 111. DE516N GRITERIA A. Wind 3 Second Gust Wind Speed = g0 MPH Exposure = G Building Gategory II; Iw = 1.00 B. Seismic 5 = 0.606 g 5p5 = 0.531 g Si = O.Ig3 g 5Di = .261 g Site Glass = D Seismic Design Gategory = D Seismic Use Group = I; le = 1.0 Percentage of roof snow used for design = 20% G. Live Loads per IBG Sec. 1607 Uniform (psi) Goncentrated (IbsJ I. Ground snow 50 - - - -- 2. Roof (snow load, Is = 1.0) 35 - - - -- 3. Exterior second level deck 120 (drifting snow) - - - -- 100 (live load) 4. Floors (second level) a. Office 50 2000 b. Genter corridor 100 2000 5. Stairs, corridors, & lobby 100 300 /stair tread 6. Slab on grade 100 1. Interior wall lateral pressure 5 8. Superimposed partition load 20 (office floor only) D. Dead Loads Uniform ( p5f) 1. Framing system 20 (Roof) 60 (second level floor) 100 (exterior second level deck) E. Design Assumptions 1. Soil bearing pressure assumed to be 2000 psf for columns and wall footings as per the geotechnical evaluation report from Forsgren Associates Inc. dated December I, 2005. All recommendations and requirements within this report are to be followed. Any variations encountered, different from the soil type assumed, shall be brought to the attention of 6$5 Structural Engineers before proceeding. F. Allowable Stresses (unless otherwise noted) 1. Goncrete f'c (@ 28 days) a. Footing and foundation walls 3000 psi b. Slabs on grade 3000 psi unexposed slabs 4000 psi exposed to freeze /thaw Provide 5% - air entrainment for exposed slabs c. Topping slabs 4000 psi 2. Goncrete masonry f'm 1500 psf 3. Reinforcing steel ASTM A615 Grade 60 4. Structural steel a. W- shapes A5TM Agg2 b. Ghonnels ASTM A56 c. Angles A5TM A36 d. Miscellaneous plates & bars A5TM A36 e. H55 shapes A5TM A500 Grade B 5. Headed Stud Anchors (HSA) A5TM A108 6. Deformed Bar Anchors (DBA) A5TM A4g6 IV. SPEGIAL INSPECTION A. The owner or the owner's agent shall employ independent special Inspector(s) to perform the following duties. Each special inspector shall submit qualifications showing competency to the building official for approval prior to specified duties. All special Inspection Is to comply with chapter 17 of the 2003 IBG. 1. Duties and Responsibilities of the Special Inspector: a. The 5peclal Inspector shall furnish inspection reports to the Building Official and to the Architect of Record. All discrepancies shall be brought to the Immediate attention of the Gontroctor for correction, then, if uncorrected, to the Architect of Record and the Building Official. b. The Special Inspector shall observe the work assigned to be certain it conforms to the approved contract drawings. 2. Goncrete: a. No special inspection is required based upon design f'c = 2500 psi. 3. Goncrete and Masonry Anchors: a. Gast in Place Anchors (6rid lines B, 6, 3 and g) I. Special inspection of anchor bolt embedment, placement and projection. Anchor bolts are to be accurately placed with templates to ensure proper placement. Anchor bolts are to be adequately secured prior to pouring concrete. b. Drilled in Anchors 1. Special inspection of drilled in anchors as per IGBO Evaluation Services Report and /or as required by the building department. 4. Structural Masonry (Periodic): a. Special Inspection per IBG Table 1704.5.1 or 1704.5.3. 5. Structural Steel: a. Special inspection per IBG Table 1704.3. V. GENERAL 5TRUGTURAL NOTES A. All footings shall bear on undisturbed soil or rock. The foundation shall bear on the some soil type throughout the entire structure. A minimum distance of 4' -0" shall be maintained from finished grade to the bottom of all concrete footings. B. Goution shall be taken not to undermine adjacent existing footings. See Allowable Trenching and Utility Placement Detail 1/51. G. Gontroctor shall verify all dimensions in the field: any variation from the drawings shall be brought to the attention of the Architect. Any proposed field changes shall have prior approval from the Architect. D. Adequate shoring and bracing of all structural members during construction shall be provided. E. Do not bockfill against foundation wails until supporting floor system Is in place. F. Bockfill under slabs and footings shall be with approved material per geotechnical evaluation report from Forsgren Associates Inc. dated December I, 2005. E. All vertical reinforcement in piers and walls shall be doweled from the footing or structure below with rebar of the same size and spacing as required above. F. Construction points in large areas of slab on grade shall be placed in long strip construction fashion in widths not to exceed 20 feet. Gontrol joints at 20 feet maximum shall be tooled and /or saw cut transverse to the length. See Goncrete Slab on Oracle Details on sheet 52. 6. All construction joints shall be located so as not to impair the strength of the structure. Unless noted on the drawings, all reinforcement shall be continuous through the points. Each construction joint shall be keyed. H. No aluminum products shall be embedded in the concrete. I. Reinforce all concrete walls as shown on the Goncrete Wail Schedule. Dowel all vertical reinforcement Into the footing below with some dowel size and spacing as vertical reinforcement. All footing dowels shall have at least 40 diameters embedment into the wall above. J. All exterior vertical concrete surfaces below finished grade, where In contact with earth, shall be protected with on asphaltic coating. VII. REINFORGIN6 STEEL A. Welding or tack welding of reinforcing bars to other bars, plates, angles, etc. Is prohibited. B. All detailing, fabrication and placing of reinforcing bars shall conform to the AGI Manual of Standard Practice for Detailing Reinforcing Goncrete Structures (AGI 315). G. Reinforcement shall be accurately placed and adequately supported before concrete is placed, and shall be secured against displacement. Location of reinforcement shall be as indicated on the drawings. The following protection For reinforcement shall be provided. Minimum Gover; Gast against and permanently exposed to earth........ 3" Exposed to earth or weather - #5 and smaller... 1 -1/2" - #6 thru #18 bars...... 2" Not exposed to earth or weather - slabs, wails... 3/4" VIII. MASONRY A. All masonry shall be reinforced with both horizontal and vertical reinforcement. All block cells with reinforcement shall be grouted full using concrete grout. Gells shall be aligned to preserve unobstructed vertical cavities. All horizontal reinforcement shall be in a bond beam. B. All hollow concrete masonry units shown on the drawings shall conform to the IBG Table 2105.2.2.1.2, Grade M, Ig00 ?si average compressive strength on net area Wm = 1500 psi compressive strength of net area of individual unit). G. The mortar used shall conform to IBG Type M or 5 with minimum compressive strength at 28 days of 1800 pp sf for Type 5 and 2500 psi for Type M mortar. Reference IBG Table 2103.7 (1) for mix proportions. D. Grout shall be proportioned by volume and shall have sufficient water to produce a consistency For pouring without separation. Also grout shall have a minimum compressive strength at 28 days of 2000 psi. Reference Table 2103.10 or A5TM 6476 for mix proportions. E. All masonry shall be running or common bond and the reinforcement shall be continuous at corners and intersecting walls. F. When the average dally temperature is expected to drop below 40° F, the masonry shall comply with the Gold Weather Gonstruction requirements of the Building Gode Requirements for Masonry Structures (AGI 530). Use no masonry units having surface Ice or snow. 6. All vertical reinforcement in piers and walls shall be doweled from the footing or structure below with rebar of the some size and spacing as required above. H. Splices of reinforcement at points of maximum stress shall be avoided. All 1 �ngitudinal reinforcement in beams and headers shall be continuous without splices between supports. Minimum overlap for lapped splices for reinforcing bare, shall be as follows unless otherwise noted. #4 - 25 "; #5 - 32 "; #6 - 52 "; #7 - 61" 1. Grout solid around all anchor bolts and areas to receive drilled in anchors. J. Where horizontal reinforcing bars loin concrete or masonry columns, reinforcing shall be continuous. More continuous horizontal reinforcement terminates, use a g0° return or separate corner bar. K. Reinforce all masonry wails as shown on the Masonry Wall Schedule. Place vertical reinforcement in center of wall and dowel Into the footing or structure below with some rowel size and spacing as vertical reinforcement. All footing dowels shall have at least 40 diameters embedment into wall above. See Typical Masonry Details 2/51. IX. 5TRUGTURAL STEEL A. All structural steel and structural steel work shall comply with the Specification for the Design, Fabrication and Erection of Structural Steel for Building of the AISC, Gode of Standard Practice. B. All steel shall be shop fabricated to the greatest extent possible per AI56. G. All welding must conform to the A15G and the AW5 Structural Welding Gode - Steel. D. All structural steel shall be temporarily braced until all of the structural Frame is complete. XI. STEEL DEGKIN6 A. Roof Decking: I. Steel deck shall be formed from sheets conforming to the requirements of the Steel Deck Institute. The deck shall be galvanized with a minimum coating class of 6 -60. 2. Steel deck shall comply with the latest requirements of the Steel Deck Institute. Submit IGBO report with load and lateral shear capacities with shop drawings if supplied deck will be different than that specified. 3. Provide a 2" minimum bearing and a 4" lap at the splice points of all pieces of decking. 4. Steel deck shall be 3 -5pan continuous minimum. In areas where 3 -5pan conditions are not possible, the deck shall meet the above loading criteria for the span condition. The contractor shall provide heavier gauge deck as required for one or two span condition to meet the above criteria. 5. Steel deck shall be 1 1/2" deep x 20 gauge, Type "B" deck. 6. Weld the steel deck to the supporting framing members with a minimum 60 ksi electrode as follows: a. Support fasteners (perpendicular and parallel): 5/8 "0 puddle weld (P 12" o.c. parallel, and 36/4 pattern perpendicular. b. Sldelop fasteners: #10 TEK screws (P 12" o.c. or 5/8") puddle weld ® 12" o.c. B. Floor Decking: I. Steel deck with concrete topping shall be formed from sheets conforming to the requirements of the Steel Deck Institute. The deck shall be galvanized with a minimum coating class of 6 -60. 2. Steel deck shall comply with the latest requirement of the Steel Deck Institute. Submit IG60 report with load and lateral shear capacities with shop drawings if supplied deck will be different than that specified. 3. Provide 2" minimum bearing and a 4" lap at the splice points of all pieces. 4. Steel deck shall be 3 -span continuous minimum. In areas where 3 -span conditions are not possible, the deck shall meet the above loading criteria for the span condition. The contractor shall provide heavier gauge decking and /or shoring as required for one or two span conditions to meet the above criteria. 5. Steel deck shall be 1 1/2" deep x 20 gauge Type VL deck. 6. Weld the steel deck to the supporting framing members wlth a minimum 60 ksi electrode os follows: a. Support fasteners (perpendicular and parallel): 5/8 "0 puddle weld g 12" o.c. parallel, and 3614 pattern perpendicular. b. 51clelop fasteners: #10 TEK screws a 12" o.c. or 5/8 "(P puddle weld (D 12" o.c. SEE NOTES FOR REINF. AR OPEN I N6 VI. CONCRETE A. Goncrete shall be of ready mix type conforming to ASTM C 14. B. When the average dally temperature is expected to drop below 40° F for 3 or more successive days, the concrete shall comply with the Gold Weather Concreting Standard (AGI 306). Place no concrete against frozen earth. G. Splices of reinforcement at points of maximum stress shall be avoided. All longitudinal reinforcement In beams and headers shall be continuous without splices between supports. Minimum overlap for lapped splices shall be as follows: #4 - 24 "; #5 - 30 "; #6 - 36 "; #7 - 53" D. All continuous reinforcement shall terminate with g0° return or separate corner bar Into intersecting wall. Use some size bar and spacing os horizontal wall reinforcement. E. All welders shall have current certification by tests per American Welding Society (AW5) to perform the type of work required. F. All welds shall be made using a minimum 70 ksl electrode meeting GHARPY V -NOTGH toughness of 20 ft -Ibs @ 20° F as determined by AW5 for electrodes. 6. All steel members shall be given one shop coat of approved paint. Surfaces to be embedded in corcrete shall not be painted. H. All steel column base plates bearing on concrete shall have non - shrink structural grout under the entire base plate. I. All high strength bolts are to be tightened to the snug tight condition unless otherwise noted. (see sections corresponding to grid lines B, 6, 3 and g) J. All steel foists shall meet the Steel Joist Institute Standards. X. L16HT 6AU6E STEEL FRAMING A. Specified framing members are based upon Dietrich Industries (1 -800 -873- 2443). Substitutions are allowed provided they meet or exceed those specified. B. All studs and /or foists and accessorles shall be of the type, size, steel thickness and spacing as shown on the plans. Studs, runners (track), bracing and bridging shall be manufactured per ASTM Specification Gc155. G. All galvanized studs, foists and accessorles, 18 gauge and lighter shall be formed from steel that conforms to the requirements of ASTM A653 with a yield of 33 ksi minimum. D. Follow all manufacturer's recommendations For the use of these products. E. Unless otherwise noted, all welded connections shall be done using 1/8" AWS type 6013 or 7014 rod with a welding heat of 60 -100 amperes depending on the gauge of material and the fit of the parts. Wire tying of framing components shall not be permitted. F, All interior non - bearing steel stud walls that extend above the telling but do not attach to the floor or roof diaphragm (above), shall have diagonal braces (45 degrees) spaced on 8' -0" centers. Connect diagonal braces to the top of the steel stud walls and to the floor or roof diaphragm above. ° FOOTING NO PIPE ° .a THRU FTC a tT ONG. / -- -GONG. FIL BE IN PLp BEFORE f iLL TO B 15 POUREI SAME WIDTH PIREMM AS FT6. IF PIPE OR DUCT INTERFERES WITH FOOTING AND PIPE OR DUCT CANNOT BE DROPPED, GONTAGT ENGINEER. FERPEND I CULAR TO FOUNDATION Ilk I' -6" MIN. BACK NO EXCAVATION BELOW TH15 LINE 12 PARALLEL TO FOUNDATION AL LC NA5LE 7R NC I NO $ U71 L 171 LAC M N7 r;)r=7A1L CORNER LAP BAR TO MATCH HORIZ. RE' "'r O� ccm VERTICAL REINF, CORNER DETAIL VERTIGAL REINF. CORNER LAP BAR TO MATGH HORIZ. REINF. - 3' -O" � O m NTERSECTION DETA HORIZONTAL BOND BEAM REINF. HORIZONTAL BOND BEAM REINF. 1---tVERTI6AL REINF. END DETAIL VERTIGAL REINF. ZONTAL BOND -1 REINF. ALTERNATE DIREGTION EVERY OTHER BOND BEAM VERTIGAL REINF. BOND BEAM REINFORCEMENT CAULK JOINT BOTH SIDES --/ 11 '-- 1/2 "(Dx24" DBA Irl VERTIGAL CONTR TO BE GOORDINATED JOINT FULL HE16HT WITH MASONRY BOND BEAMS. CONTROL JO I NTA NTERNAL COLUMN 7YFICAL MAS ®N `I' D TAILg5 GONSTRUGTION 5ET ,3/10/06 30605 S� 72 0 M Q W oc> 0 U t Q) Q) W Vj O Q ._.1 Q) C, LL Q) Q p ( a Q) O w C O s W C o Z 1 � �- � N u � N � L 1 111 M y -C U CU Q) I - D U CU 111 0 M W oc> 0 W Vj ._.1 V LL Q p O w C W C o Z 1 � �- � N O � N 1 W o� M y .J 30605 S2 72 Q N s 0. M 00 L Qa U o 0 F- Q V U 'Q F- J O O a 0 a Wo W O Z 1 � NN N Lo �L m U � QL M� Q— � O U V L LLI Q N s 0. M 00 or 0 F- Q V im F- J a 0 a Wo W O Z 1 � NN N Lo li a h co w o� M� J CHI <G� 0 0• o. t Fpi �(o o oe U U4\U �p 0 V � � , � to \ "� �0 � �(o Q Q' GW3 I DD' -O" Q 0\ U Q� \p\ U� U� M112 U�� .n, GWI GF2 GW2 100' -0" GF2 GW2 �D} GF2 GW3 MWI 130' -0" gak A 6172 GWI qq' -4" GF2 GW3 MWI AIO GF2 GW 2 Z �U GF2 I q7' - D" G1^12 GWI I DO' -O" 6 GF2 GW2 1 H� - -- U� U� I F-ol \ �0 GF2 r GW2 VJ U _ W O \0 V-v U �U 'J Use �U U° rJ U� U� FOUNDATION AND GRADE LEVEL FRAMING FLAN V/ \ U SCALE: I/8" = 1' -0" PLAN TRUE NORTH NORTH V to , yw GENERAL NOTES I. For marked description Items on Plan see legend on sheet 51. 2. See Architectural Drawings for dimensions not shown. 3. All architectural veneer shall be anchored to concrete, masonry block, or steel stud walls as per Architectural drawings. 4. All horizontal rebar in walls and footings to be drilled and epoxied Into existing foundation. Use HILTI HY -150 anchoring system w/ 6" minimum embedment or equivalent. 5. Provide 2- #4x5' -O" in concrete slab centered on corner. GONSTRUGTION SET 3 /I0/06 30605 53 72 Q N !d' M L .0 O a U �Q LIJ J _ ILL. O O O � �. O L� w Q ) Mz 1� o N Cq U 0) 00 W 0 N e w p- � O 111 U U.1 Q N !d' M � O a LIJ J _ ILL. O W M W 1� o N Cq U 0) 00 W 0 N e J 30605 SM 12 O Q. d M 00 yr = V J U � U. 0 � U z Q E O O W o � U � N O 9) Q �v♦ Lu� O) CO N o z=3 J -Q o ° U _ U lu N Q. d M 00 yr = V J U. 0 OC z Q p WO W o Z t � � N O E.. ♦^ � N �v♦ O) CO N W G� J e Tr T f l /�-cr_ r r I/ Ti If"] A 1 AI % u ;F w m u c c c c u C SEGOND LEVEL EL. FLOOR GENERAL NOTES I,�I y� � I. For marked description Items on Plan see legend on sheet 51. AI �� LO ROOF FRA I I � / � FLAN 2. See Architectural Drawings for dimensions not shown. SCALE: 1/8 = 1'-0 n vL/ 3. All architectural veneer shall be anchored to concrete, PLAN TRUE masonry block, or steel stud walls as per Archit : ctural drawings. NORTH NORTH 4. See Architectural Drawings for stair and landing requirements. 30605 S4 72 m V l I LIL1..- i LVVI\ YLVI\ \ ✓LL ✓ I I \Vl./ I VI \/�L IYV I L ✓/ V Q W/ G52 GONSTRUGTION SET 3/10/06 O d M L Q v 0 I' Q V U � w V) Q J ® J V� O O �i. Z Q p � Q cl O we Lu M N a( �� �Q' c» °O 0 J o 13 V � `— L LLt s U o� L11 m V l I LIL1..- i LVVI\ YLVI\ \ ✓LL ✓ I I \Vl./ I VI \/�L IYV I L ✓/ V Q W/ G52 GONSTRUGTION SET 3/10/06 N d M v 0 I' Q V � w V) J ® J V� U. �i. Z Q p O we Lu M N O �� (0 N c» °O 0 J m V l I LIL1..- i LVVI\ YLVI\ \ ✓LL ✓ I I \Vl./ I VI \/�L IYV I L ✓/ V Q W/ G52 GONSTRUGTION SET 3/10/06 L 0 W _r b� N < O � O z v iz N r � N _ G m F 6 D 0 0 N K00� �K/ I NC-7 �')_/1 5GALE: I/8" = 1' -0" See legend on Sheet 51. dons and roof slopes ;rations, coordinate :9 �`��` $ ` � G NGINEER5 a PLAN TRUE 1� r 1600 JOHN ADAMS PARKWAY, SUITE 200 NORTH NORTH IDAHO FALLS, IDAHO 83401 Q P HONE: 8 FAX:( 08)523 -6922 PROJECT NUMBER: 05414 COPYRIGHT 2006 DRAFTER: AJ DESIGNER: MA CHK. BY: MW 30605 55 72 State of Idaho 0 ^ d' M ii. 00 L Q) U O V � J .1 E � O O Q D 0 W M 10 Q i Z Lu cs) Q) 0 mz aN Q OL m M Q) -� (- � O O s U L w '' s U �a Q) M .' w N ^ d' M ii. 00 O V � J .1 U. S Q D 0 W M W Z t - N O aN Q W G� M N, J ARCH. VENEER 665-120 ® 16" O.G. 665-120 @ 16" O.G. STEEL STUD WALL STEEL STUD WALL SEE DETAIL 1/52 SEE DETAIL 1/52 FOR STEEL TRACK ANCHORING 6T5B18 STEEL TRACK GRADE 1/2" PREMOLDED JOINT FILLER CONCRETE SLAB ON6RADE I FOR STEEL TRACK ANGHORIN6 6T5518 STEEL TRACK GRADE s — 11 I 1/2" PREMOLDED JOINT FILLER GONGRETE SLAB ON GRADE � - - b I 8" REINFORCED MASONRY WALL ARCH. VENEER GRADE _2 DOWEL TO MATCH VERT. MASONRY REINF. 1/2" PREMOLDED JOINT FILLER , . V N ONCRETE SLAB 6 RADE GRADE NOTED #4x CONT. ® OPENING GONG. SLAB ON6RADE Q� I V � W U � •� _ J Q) Q) LL AML O O O W M Q) 0 Z � o Q) C , L O O mz < Q vI W 3 z Q) ASPHALTIC COATING 12" REINFORCED d ASPHALTIC COATING 8" REINFORCED d 8" REINFORCED CONCRETE WALL 2' -O° z_ BELOW GRADE ° CONCRETE WALL °° BELOW GRADE z a CONCRETE WALL A5PHALTIG GOATIN6 BELOW GRADE d °° ? --- ` O z Q) _z .a —_- — #4x N • 14" REINFORCED ASPHALTIC GOATIN6 CONCRETE WALL 0 BELOW GRADE 24" O.G. O ALTERNATE °° d " ° ALTERNATE HOOK f d HOOK DIRECTION d ° DIRECTION • I \� //� ^' d REINFORCED d a_ ° d ° a FOOTING m REINFORCED V REINFORCED / v REINFORCED /' FOOTING n �� FOOTING FOOTING G � 5 GT1ON 5 EC71ON 2 5 GT1ON 5 GT1ON, SCALE 3/4" = 1' -0" 56 SCALE 3/4" = 1' -0" 56 SCALE 314" = 1' -O" S6 SCALE : 314" = 1' -0" 56 3Y4" 5Y2" 3 Y4" Ho _ = STEEL COLUMN ly2 11 7 /2 " �2 @ ,10/57 �/4 O O _ Q j 3/4" BASE PLATE DOWEL TO MATCH VERT. WALL REINF. 8" REINFORCED #4x GONT. 15" 12" MASONRY WALL OPENING #4x �3" U5E HILTI HY -ISO DOWELING SYSTEM CONCRETE SLAB CONCRETE SLAB @ 24" O.G. W/ 6" MIN. EMBED. ON GRADE GRADE ON GRADE ASPHALTIC GOATIN6 BELOW GRADE d 411 21-011 II-011 REINFORCED CONCRETE WALL O N ASPHALTIC GOATIN6 #4x 8" REINFORCED BELOW GRADE © 24" O.G. CONCRETE WALL \� REINFORCED \ � REINFORCED FOOTING � $ . FOOTING d o 0 ALTERNATE HOOK DIRECTION ° a • ° `�l ° a d• $ . 5GTION 5GTION SCALE 3/4" = 1' -0" 56 SCALE 3/4" = 1' -0" 56 in cN STEEL COLUMN [Q O V TYP. NON- SHRINK 1 ® m W N „� GROUT r I I 1 /4 N L o o = O O O 3/4" BASE PLATE TOP OF PIER - + ARCH. VENEER DOW �: ELS TO MATCH 8 REINFORCED ( I CONCRETE SLAB ° 4- 3/4 <p ANCHOR o 0 ° :: tv VERT. WALL REINF. MASONRY WALL Ll NON - SHRINK I (SEE ARCH. DWGS.) BOLTS W M GROUT TOP OF PIER OF COLUMN 0. STEEL GJ 2" 5" 5" 2" 665-120 ® 16" O.G. N W I ° SEE DETAIL 1/52 ° ° \ \ �. \ \ ° \ \ \ \ \ � = 4- 3/4 "c7 FOR STEEL TRACK STEEL STUD WALL W - O I / / \ /j \ /j \ /j \ /j \/j " / \ / / \ //\ / \ / / \ //� cv „ n! \�\ \�� \�\� /� /�� /\ \�\ \� �� \� \ \�� I ( ANCHOR BOLTS 2 ANCHORING a BOND BEAM I I 12x5 /4x I' -O" BASE PLATE - 6TSB18 y / \ \j / \ \j \ \ / / \ \ / / \\ �y 4 y :: � a GRADE I/4 STEEL TRACK \�� \�� 2 Y2 I I / STEEL COLUMN 6RII� m 3/4" BASE PLATE NON- SHRINK TOP OF FOOTING GONG. SLAB °•' =N I NON- SHRINK ON GRADE 4- 3/4 "� ANCHOR GROUT ON GRADE ALTERNATE HOOK 4 BOLTS O O GROUT _ Q CONCRETE SLAB ' ° o Q ( I GON.:.RETE SLAB I /4 DIRECTION . �_ m ON =.)RAPE REINFORCED REINFORCED O ( ( D 7- i . ° d . ' . °. _ CONCRETE PIER N ° CONCRETE PIER ° o ° fWA 2 O d O O d, d W ° °d a o ° REINFORCED = REINFORCED N '� ° °' !u N TOP OF PIER • FOOTING ° F TINE - / / / /\/ ° \ \ \ /� \ \ /� \\ J Q IOA/57 cv 00 a _ d 4 da d 4 - n ° °,. '. J d ° d J d REINFORCED a, °• dd m REINFORCED r - ° m d° ° °. O ° e v I o d� THREADED RODS FOOTING FOOTING °.. ° d ° d = d ° °. a ° a W/ DBL. NUTS & 3x3x3/8 PLATE WASHER .6 NOTE: \ \ \ \ \ \� / \ \ \ \ a ° \ N\1 e \ N \ ° NO ARCH. VENEER ® SECTION 8A/56 ONLY. / / \ / / / \ / SECTION 5G71ON 5 �aA 5C71ON (G =2) 5G710N (CFI) I® ®A 5G71ON 11 5G71ON (G =a) IZ SCALE : 314" = 1' -0" 56 SCALE : 3/4" = I' -O" 56 56 SCALE : 3/4" = 1' -0" Sb SCALE : 3/4" = 1' -0" 56 56 SCALE : 3/4" = 1' -O" " - " 56 SCALE : 3/4 - 1 -O 56 AS AS AS AS SHOWN NOTED 8 „ 6 „ SHOWN NOTED 2 2 2 ' - 0 " lye" 4Y2" 4/2" 1/2" 2' -O° �/ 4/2" 4 Y2" lye" OF COLUMN CL OF COLUMN V2 6Y2 6/2 IY OF COLUMN 1/2 4 /2' 4 /2" v2 Ck OF COLUMN CL OF COLUMN _ - _ o o O O _ - _ - O ' - O O � �p _ � — O - O O O O i � 1 m CL OF COLUMN---/ STEEL COLUMN NON - SHRINK GROUT C) O I I 3/4" BASE PLATE W TOP OF PIER 4- 3/4 "(P ANCHOR BOLTS 5F.C71 ON (V=5) SCALE : 3/4" = 1' -0" S6 .0 O O _ _! OF COLUMN -O I � OF COLUMN STEEL COLUMN STEEL COLUMN STEEL COLUMN NON- SHRINK NON - SHRINK 1/4 4- 3/4 "(P GROUT I/4 6ROUT 114 Q NON - SHRINK ANCHOR BOLTS Q I I 3/4" BASE PLATE Q 3/4" BASE PLATE m a O GROUT „ BASE PLATE O I I 3/4 O W ID CD O I I ( TOP OF PIER W O ( I ( TOP OF PIER = N TOP OF PIER 4- 3/4 "(P 4- 3/4 "(P ANCHOR BOLTS ANCHOR BOLTS CD 11= 5G7I0N (G =) 5G7ION (G =) 5EC710N (Gt) 1� SCALE : 3/4" = 1' -0" 56 SCALE : 3/4" = 1' -0" 56 SCALE : 3/4" = 1' -0" 56 0 0 NOTE: GP4 a 17/56 GP o 17A/56. STEEL COLUMN 4- 3/4 "(P ANCHOR BOLTS - 3/4" BASE PLATE . I TCP OF PIER GON5TRU6TION SET 311010(o 5G71 ON I � 1A SCALE 3/4" = I' -O" 56 56 AS AS SHOWN NOTED 30605 S6 72 in NN �< �QD oN 114 D NON- SHRINK LLJ (3 GROUT W - O N l O a d C ' M Go v♦ 0 Q� U V � W U � •� _ J Q) Q) LL O O O W M Q) co Z � o Q) C , L O O mz < Q vI W 3 z Q) O � U W Q) w in NN �< �QD oN 114 D NON- SHRINK LLJ (3 GROUT W - O N l N a d C ' M Go v♦ 0 V � W , J •� _ J V LL O W M W Z � 1� N 0 N Lo li < Q h O co W in NN �< �QD oN 114 D NON- SHRINK LLJ (3 GROUT W - O N l Tr" ' GOLUMN 4"(P A325 -N -STD. BOLTS ASE PLATE TIFFENER PLATE 51DE BEAM OLUMN GAP PLATE 4 "<P A325 -N -5TD BOLTS J 1 LLL COLUMN NOTE: NO GOLUMN ABOVE @ SECTION IA /57. GT1ON I IA SCALE 5/4" I' -O" 57 S7 AS AS SHOWN NOTED 1/4" GAP PLATE 1/4 �- STEEL BEAM V2" " U • • , I- • I. • A '.i.. is \� 3/8" PLATE _3/4"(P A325 -N -5TD BOLTS STEEL COLUMN NOTE: I. BEAM ONE 51DE OF COLUMN ONLY ® SECTION 6A/57. 2. BEAMS SLOPE @ SIMILAR 5EGTION. GT1 ®N SCALE : 3/4" = 1' -0" AS AS SHOWN NOTED 1/4" END PLATE STEEL BEAM PLATE Sxl /2x0' -8" W/ 2- 1/2 " (Px18" DBA 3- #5 IN GROUTED CELLS (g) BEAM BEARING 8" REINFORCED MASONRY WALL SGT 1 ®N SCALE : 314" = 1' -0" 7 S7 7 1/4 V - STEEL BEAM W/ 3/4 %>x3" H5A 0 12" O.G. 3/8" PLATE 3/4 "(P A325 -N -STD BOLTS OI O pU O ►) _° O m 01 OI STEEL COLUMN it 3/8" PLATE �r I 3/4 "lP A325 -N -5TD BOLTS V STEEL GOLUMN NOTE: 1. BEAM CONFIGURATION VARIES AT SIMILAR 5EGTION SEE FRAMING PLAN. 2. BOLTS FOR CONNECTIONS ALONG GRID5 B, 6, 3 AND q ARE TO BE PRETEN51ONED. GT 1 ON 2 SCALE 5/4" = 1' -0" 5'1 a 1, 212 114 5TEEL BEAM 3/8" PLATE 3/4 "(P A325 -N -5TD BOLTS STEEL COLUMN NOTE: BEAM ONE SIDE OF GOLUMN ONLY @ SECTION 7A/57. SGT 1 ON SCALE 3/4" = 1' -0" AS AS SHOWN NOTED C "lD PLATE BEAM )LUMN GAP PLATE "(P A325 -N -STD BOLTS COLUMN �)LUMN BASE PLATE "(P A325 -N -5TD BOLTS "IFFENER PLATE BEAM SGT 1 ®N 6 5� SCALE : 3/4" = 1' - 0" S7 3/8" PLATE N � , � 5TEEL GOLU ONE SIDE OF GOLUMN ® SECTION 8A/57. ON ? 4" = 1' -0" S7 AS SHOW 11 1/4 -1/2" PLATE -STEEL BEAM �O +\ V 3/4"(P � STEEL BEAM L4x3x3/8 L4x3x '/8 A325 -N -STD BOLTS 3 /4 "N A325 -N -5TD BOLTS SIDE 4 SIDE 3/16 BOTTOM 3/16 BOTTOM STEEL BEAM STEEL BEAM 5G71 ON 5EGTION (f_o� SCALE : 3/4" = 1' -0" S'1 SCALE 3/4" = 1' -0" 0 1 �� 01 d O) o f 3/8" PLATE 3/4 "(P A325 -N -5TD BOLTS (PRE TENSIONED) 1/2" PLATE 1/2" GONTINUITY PLATE 5TEEL GOLUMN 1/4" WEB STIFFENER ® SECTION 4A/57 ONLY lye" 2ya" 3/16 3/5 TOP STEEL BEAM A4 ®/12'/ p x3" HSA • i • rP. YP. _ N r- ® ® s O = El - O N 211 5" 5" 2" BASE PLATE ® 5A/5 - 1 NON- SHRINK GROUT ROUT 7� �w I1� STEEL COLUMN / STEEL GRO55 BRAGS 1/4 3/4" BASE PLATE TOP OF FOOTING � •ate --- 6 t a' a ° \- I "d) THREADED RODS W/ DBL. NUTS 4 3x3x3/8 PLATE WASHER GT 1 ON 5 5A SCALE 314" = 1' -0" AS AS SHOWN NOTED 1/4" END PLATE T114 STEEL BEAM 'PLATE 8xl /2x0' -8" W/ 2- 1/2 "0x18" DBA 3- #5 IN GROUTED CELLS @ BEAM BEARING 3 1_ 0 11 \- 5- #4x WRAP AROUND DBA 8" REINFORCED MASONRY WALL SECT I ®N (,- i �1 SCALE : 3/4" = 1' -0" S7 1/4" WEB STIFFENER STEEL BEAM STEEL BEAM NTE STEEL BEAM 3/8" PLATE 3/4 "d) A325 -N -5TD BOLTS I � STEEL COLUMN NOTE: I. BEAM GONFIGURATION AND SLOPE VARIES AT SIMILAR SECTION SEE FRAMING PLAN. 2. BOLTS FOR GONNEGTION5 ALONG GRIDS B, 6, 3 AND cl ARE TO BE PRETEN51ONED. GT I ON SCALE : 3/4" = 1' -0" S'1 — L4x3x3/16xO' -5" 3/16 3/16 — STEEL BEAM N 3/16" BENT PLATE 3/16V — STEEL BEAM NOTE: O.H. ON PLAN INDICATES OPPOSITE HAND. SGT 1 ®N I Fp 5 GT 1 ®N SCALE 5/4" = 1' -0 g7 SCALE 3/4" = 1' -0" S'1 CONSTRUGTION SET 3/10/06 30605 S7 72 U O O 4 O O 0 Q�j cu n n�� N z _ c s x fL to «� (L � O - Z L_ w s U w 4 N q 0. M 00 O U a W vi Zi = a LL ao O WO W WO N N 0 0 �a 0� J ✓ " 1_ /'2�7 MN NOTE: BEAM ONLY GT 1 8 SCALE 31 S7 AS N NOTED 3/8" PLATE STEEL BEAM 1/4 V -STEEL BEAM I�. FULL PEN. 2" J. 4 " [4 11 �2° ''/all V I/4" GAP P T_ bA I /4 57 STEEL BEAM O E 3/8 11 PLATE 3/4 "(P A325 -N -5TD BOLTS STEEL COLUMN NOTE: 3/4 1 '(P A325 -N -5TD BOLTS L4x3x3/8 — 3/4 "(P A325 -N -5TD BOLT5 SIDE 4 3116 BOTTOM —STEEL BEAM I. BEAM ONE SIDE ONLY (p 5EGTION 4A/51 USE 1/4" STIFFENER PLATE IN LIEU OF STEEL BEAM. NOTE: 2. BOLTS ® 5EGTION 4A/57 ONLY ARE TO BE PRETEN51ONED. O.H. ON PLAN INDICATES OPPOSITE HAND. 5G7I®N 5EC710N 4 4A SCALE : 3/4" = 1' -0" S'1 SCALE : 5/4" = 1' -0" S'7 57 AS AS �, a„ 2,,a„ a ll SHOWN NOTED 1/4" WEB STIFFENER 1/4" WEB STIFFENER 3/16 3/8 TOP j1 6 3/8 TOP S52 1 / 2 x 2 1 /2x3/ 16 xCO NT. 3/16 3 @24 HS52 1/2x2 1 /2x3 /16xGONT. 1 6�� -3 ®24 - O - O m O M O m m �° i - b bi � i - \- I "d) THREADED RODS W/ DBL. NUTS 4 3x3x3/8 PLATE WASHER GT 1 ON 5 5A SCALE 314" = 1' -0" AS AS SHOWN NOTED 1/4" END PLATE T114 STEEL BEAM 'PLATE 8xl /2x0' -8" W/ 2- 1/2 "0x18" DBA 3- #5 IN GROUTED CELLS @ BEAM BEARING 3 1_ 0 11 \- 5- #4x WRAP AROUND DBA 8" REINFORCED MASONRY WALL SECT I ®N (,- i �1 SCALE : 3/4" = 1' -0" S7 1/4" WEB STIFFENER STEEL BEAM STEEL BEAM NTE STEEL BEAM 3/8" PLATE 3/4 "d) A325 -N -5TD BOLTS I � STEEL COLUMN NOTE: I. BEAM GONFIGURATION AND SLOPE VARIES AT SIMILAR SECTION SEE FRAMING PLAN. 2. BOLTS FOR GONNEGTION5 ALONG GRIDS B, 6, 3 AND cl ARE TO BE PRETEN51ONED. GT I ON SCALE : 3/4" = 1' -0" S'1 — L4x3x3/16xO' -5" 3/16 3/16 — STEEL BEAM N 3/16" BENT PLATE 3/16V — STEEL BEAM NOTE: O.H. ON PLAN INDICATES OPPOSITE HAND. SGT 1 ®N I Fp 5 GT 1 ®N SCALE 5/4" = 1' -0 g7 SCALE 3/4" = 1' -0" S'1 CONSTRUGTION SET 3/10/06 30605 S7 72 U O O 4 O O 0 Q�j cu n n�� N z _ c s x fL to «� (L � O - Z L_ w s U w 4 N q 0. M 00 O U a W vi Zi = a LL ao O WO W WO N N 0 0 �a 0� J ✓ " 1_ /'2�7 MN NOTE: BEAM ONLY GT 1 8 SCALE 31 S7 AS N NOTED 3/8" PLATE STEEL BEAM 1/4 V -STEEL BEAM I�. FULL PEN. 2" J. 4 " [4 11 �2° ''/all V I/4" GAP P T_ bA I /4 57 STEEL BEAM O E 3/8 11 PLATE 3/4 "(P A325 -N -5TD BOLTS STEEL COLUMN NOTE: 3/4 1 '(P A325 -N -5TD BOLTS L4x3x3/8 — 3/4 "(P A325 -N -5TD BOLT5 SIDE 4 3116 BOTTOM —STEEL BEAM I. BEAM ONE SIDE ONLY (p 5EGTION 4A/51 USE 1/4" STIFFENER PLATE IN LIEU OF STEEL BEAM. NOTE: 2. BOLTS ® 5EGTION 4A/57 ONLY ARE TO BE PRETEN51ONED. O.H. ON PLAN INDICATES OPPOSITE HAND. 5G7I®N 5EC710N 4 4A SCALE : 3/4" = 1' -0" S'1 SCALE : 5/4" = 1' -0" S'7 57 AS AS �, a„ 2,,a„ a ll SHOWN NOTED 1/4" WEB STIFFENER 1/4" WEB STIFFENER 3/16 3/8 TOP j1 6 3/8 TOP S52 1 / 2 x 2 1 /2x3/ 16 xCO NT. 3/16 3 @24 HS52 1/2x2 1 /2x3 /16xGONT. 1 6�� -3 ®24 - O - O m O M O m m 4 N q 0. M 00 O U a W vi Zi = a LL ao O WO W WO N N 0 0 �a 0� J ✓ " 1_ /'2�7 MN NOTE: BEAM ONLY GT 1 8 SCALE 31 S7 AS N NOTED 3/8" PLATE STEEL BEAM 1/4 V -STEEL BEAM I�. FULL PEN. 2" J. 4 " [4 11 �2° ''/all V I/4" GAP P T_ bA I /4 57 STEEL BEAM O E 3/8 11 PLATE 3/4 "(P A325 -N -5TD BOLTS STEEL COLUMN NOTE: 3/4 1 '(P A325 -N -5TD BOLTS L4x3x3/8 — 3/4 "(P A325 -N -5TD BOLT5 SIDE 4 3116 BOTTOM —STEEL BEAM I. BEAM ONE SIDE ONLY (p 5EGTION 4A/51 USE 1/4" STIFFENER PLATE IN LIEU OF STEEL BEAM. NOTE: 2. BOLTS ® 5EGTION 4A/57 ONLY ARE TO BE PRETEN51ONED. O.H. ON PLAN INDICATES OPPOSITE HAND. 5G7I®N 5EC710N 4 4A SCALE : 3/4" = 1' -0" S'1 SCALE : 5/4" = 1' -0" S'7 57 AS AS �, a„ 2,,a„ a ll SHOWN NOTED 1/4" WEB STIFFENER 1/4" WEB STIFFENER 3/16 3/8 TOP j1 6 3/8 TOP S52 1 / 2 x 2 1 /2x3/ 16 xCO NT. 3/16 3 @24 HS52 1/2x2 1 /2x3 /16xGONT. 1 6�� -3 ®24 - O - O m O M O m m ✓ " 1_ /'2�7 MN NOTE: BEAM ONLY GT 1 8 SCALE 31 S7 AS N NOTED 3/8" PLATE STEEL BEAM 1/4 V -STEEL BEAM I�. FULL PEN. 2" J. 4 " [4 11 �2° ''/all V I/4" GAP P T_ bA I /4 57 STEEL BEAM O E 3/8 11 PLATE 3/4 "(P A325 -N -5TD BOLTS STEEL COLUMN NOTE: 3/4 1 '(P A325 -N -5TD BOLTS L4x3x3/8 — 3/4 "(P A325 -N -5TD BOLT5 SIDE 4 3116 BOTTOM —STEEL BEAM I. BEAM ONE SIDE ONLY (p 5EGTION 4A/51 USE 1/4" STIFFENER PLATE IN LIEU OF STEEL BEAM. NOTE: 2. BOLTS ® 5EGTION 4A/57 ONLY ARE TO BE PRETEN51ONED. O.H. ON PLAN INDICATES OPPOSITE HAND. 5G7I®N 5EC710N 4 4A SCALE : 3/4" = 1' -0" S'1 SCALE : 5/4" = 1' -0" S'7 57 AS AS �, a„ 2,,a„ a ll SHOWN NOTED 1/4" WEB STIFFENER 1/4" WEB STIFFENER 3/16 3/8 TOP j1 6 3/8 TOP S52 1 / 2 x 2 1 /2x3/ 16 xCO NT. 3/16 3 @24 HS52 1/2x2 1 /2x3 /16xGONT. 1 6�� -3 ®24 - O - O m O M O m m 12 6C5J20 o 16" O.G. TYP. @ HSS 6C5J20 a 16" O.G. STEEL STUD WALL --- 324 STEEL STUD WALL L4x4x3 /16xGONT. STEEL JOIST 2- #8 -18 SGREWS — STEEL BEAM ® EACH STUD — 2Y MIN. 6T513 BRO. STEEL TRACK 5OTION SCALE 5/4" = 1' -0" 58 PLATE 6 I /2xl /4xGONT. W/ 1 /2 "(PA2" DBA 24" O.G. 6G5J20 © 16" O.G. STEEL STUD WALL 3/16 3� 12 STEEL FLOOR DECK 2- #8 -18 SGREWS H552 1/2x2 1 /2x3 /16x6ONT. 16" O.G. 6T5B18 CONCRETE TOPPING SLAB STEEL TRACK --� lAt a e I/8 STEEL JOIST -� HORIZ. BRIDGING ATTACH TO JOIST PER MFR. (5EGOND JOIST BAY TO BE DIAGONAL) STEEL BEAM S C71 ON SCALE 3/4" = I' -O" 58 TOP OF COLUMN ® 5EGTION 13A/58 TYP. 1/4 r ,x Ix 2V2" MIN. STEEL COLUMN BRO. GONGRETE TOPPING SLAB F STEEL FLOOR DEGK 7--STEEL JOIST 6TSB18 C A �- BOLT JOIST PER STEEL TRACK GL05URE ANGLE LIGHT GAUGE I 1 4 y 2 11 I /8 I STEEL I STEEL FLOOR DECK I I� STEEL JOIST I. NO GONGRETE SLAB @) SECTION 13A/58. d 2- #8 -18 5GREW5 DIETRICH FAST CLIP COLUMN CONNECTION INFORMATION. CONCRETE TOPPING SLAB ® EACH STUD — SEE DETAIL 2/52 BETWEEN JOISTS STEEL AS AS J 3/4 "0x5" H5/\ ® 12" O.G. FLOOR DECK c L6x3 I /2xl /2xGONT. LLV STEEL JOIST I I/8 L4x4x3 /I6xGONT. I /� H552 1/2x2 I /2x3 /16x6ONT. / I v 2- #8 -18 SGREWS �1) I I I I of EACH STUD — L4x4x3 /16xGONT. STEEL JOIST 2- #8 -18 SGREWS — STEEL BEAM ® EACH STUD — 2Y MIN. 6T513 BRO. STEEL TRACK 5OTION SCALE 5/4" = 1' -0" 58 PLATE 6 I /2xl /4xGONT. W/ 1 /2 "(PA2" DBA 24" O.G. 6G5J20 © 16" O.G. STEEL STUD WALL 3/16 3� 12 STEEL FLOOR DECK 2- #8 -18 SGREWS H552 1/2x2 1 /2x3 /16x6ONT. 16" O.G. 6T5B18 CONCRETE TOPPING SLAB STEEL TRACK --� lAt a e I/8 STEEL JOIST -� HORIZ. BRIDGING ATTACH TO JOIST PER MFR. (5EGOND JOIST BAY TO BE DIAGONAL) STEEL BEAM S C71 ON SCALE 3/4" = I' -O" 58 TOP OF COLUMN ® 5EGTION 13A/58 TYP. 1/4 r ,x Ix 2V2" MIN. STEEL COLUMN BRO. GONGRETE TOPPING SLAB F STEEL FLOOR DEGK 7--STEEL JOIST 6TSB18 C A �- BOLT JOIST PER STEEL TRACK GL05URE ANGLE LIGHT GAUGE REQUIREMENTS POUR STOP STEEL # BETWEEN JOISTS FLOOR DECK I I� STEEL JOIST I. NO GONGRETE SLAB @) SECTION 13A/58. 3- MASONRY BOND BEAMS @ TOP OF WALL —/ L3x3xl /4 W/ 2- 5 /8 "(D KWIK BOLTS W/ 4" MIN. EMBED. HORIZ. BRIDGING AT TO JOIST PER MFR. 8" REINFORCED MASONRY WALL S C71 ON r�� SCALE 3/4" = 1' -0" 58 2 MIN. BRG. ol L4x4x3 /16xCONT. L4x4x3 /16x6ONT. C A �- BOLT JOIST PER W/ 2- a /16 "(P HOLES GL05URE ANGLE FOR STEEL JOIST REQUIREMENTS H552 1/2x2 1/2x3/16 COORDINATE W/ # BETWEEN JOISTS STEEL JOIST MFR. NOTE: ® 2'-0" O.G. I. NO GONGRETE SLAB @) SECTION 13A/58. d GONGRETE PLATE 4x1 /2x0' -6" COLUMN CONNECTION INFORMATION. 5EC71ON rl 5 " V �5A H552 1/2x2 1/2x3/16 TOPPING SLAB = I' -0" 58 58 BETWEEN JOISTS STEEL AS AS J 3/4 "0x5" H5/\ ® 12" O.G. FLOOR DECK c L6x3 I /2xl /2xGONT. LLV STEEL JOIST I SECT 1 ON SCALE 3/4" = 1' -0" 58 NOTE: SEE SECTION c1158 FOR INFORMATION NOT GALLED OUT. 5 C71 ON 10 SCALE : 3/4" = 1' -0" 58 - 2- #4 GONT. PLATE 6 1 /2xl /4xGONT. - 6TSB18 W/ 1 /2 "4Px12" DBA STEEL TRACK @ 24" O.G. - STEEL BEAM 3116 3 @12 W/ 3/4 " (Px3" HSA a 1' -0" O.G. 1/8 1 - 60NGRETE TOPPING SLAB CONCRETE -STEEL FLOOR DECK TOPPING SLAB STEEL FLOOR DECK 118 __ _ < y P. 2V MIN. BRG. - 2 MIN. BRG. CONCRETE TOPPING SLAB 1 I STEEL JOIST 7 aX x e e I HORIZ. BRIDGING ATTACH TO JOIST PER MFR. (5EGOND JOIST BAY TO I BE DI AGONAL) Z 3 I /2C5J20 © 16" O.G. STEEL BEAM 3 I/2T5B18 STEEL TRACK 5OT 1 ON 2 SCALE : 3/4" = 1' -0" SS 1/8 V I #4 GONT — 60NGRETE 2' -O" TOPPING SLAB - O — e TEEL FLOOR DECK #4x N STEEL JOIST @ 16" O.G. ALTERNATE HOOK DIRECTION —� a STEEL BEAM 5 C71 ON P� SCALE 3/4" = 1' -0" 58 PLATE 4X1 12XO' -6" C A �- BOLT JOIST PER W/ 2- a /16 "(P HOLES -"- MANUFAGTURER'S FOR STEEL JOIST REQUIREMENTS ANGHORING COORDINATE W/ -STEEL BEAM STEEL JOIST MFR. NOTE: I. NO GONGRETE SLAB @) SECTION 13A/58. d 2. SEE PLAN FOR ADDITIONAL BEAM TO PLATE 4x1 /2x0' -6" COLUMN CONNECTION INFORMATION. 5EC71ON rl 5 " V �5A SCALE : 3/4" = I' -0" 58 58 U AS AS J SHOWN NOTED 3/16 3/16 V3@12 2,,211 MIN. — BRO. — — r — — — — — — — — — — — — — N9TE: SEE SECTION 2/58 FOR INFORMATION NOT GALLED OUT. 5 GT 1 ON rl 4_ SCALE : 3/4" = 1' -0" 58 3@12 HSS yVi STEEL FLOOR DECK CONCRETE TOPPING SLAB 8" REINFORGED MASONRY WALL #4 GONT 2 ' - O T #4x N ® 24" O.G. —� 3- MASONRY BOND BEAMS @ JOIST BEARING - L4x4x3 /16xGONT. W/ 5/8 "(P HILTI KWIK BOLT 2' -0" O.G. W/ 4" MIN. EMBED. - GONGRETE TOPPING SLAB STEEL FLOOR DECK • TYP. I/8 STEEL JOIST HORIZ. BRIDGING ATTACH TO JOIST PER MFR. STEEL JOIST H552 1/2x2 I /2x3 /16x6ONT. L3x3xl /4 W/ 2- 5/8 "(P HILTI KWIK BOLTS W/ 4" MIN. EMBED. 2)'2" MIN. STEEL BEAM JOIST BRIDGING — BRG. �4 NOTE: SEE SECTION 2/58 FOR INFORMATION NOT GALLED OUT. SECTION 5 SCALE 3/4" = 1' -0" 58 - FASTEN END OF STEEL FLOOR DECK WITH POWDER AGUATED FASTENERS @ 12" O.G. - GONGRETE TOPPING SLAB -STEEL FLOOR DECK ' TYP. I/8 STEEL JOIST N STEEL JOIST /ib 3 (@24 Lbx3 I /2xl /2xGONT. LLV STEEL BEAM W/ 5/8 "(P HILTI KWIK STEEL JOIST BOLT o 2' -0" O.G. W/ 4" MIN. EMBED. HORIZ. BRIDGING ATTACH TO JOIST PER MFR. (SEGOND JOIST BAY TO BE DIAGONAL) 3 I /2TSB18 STEEL TRACK 3/16 3 @12 8" REINFORCED L4x4x3 1I(bx6ONT. MASONRY WALL W/ 5/8 "(P HILTI KWIK BOLT a 2' -0" O.G. W/ 4" MIN. EMBED. SEC710N I 5 C71ON SCALE : 3/4 = 1' -0 gg SCALE : 3/4" = 1' -0" SS 2y2" MIN. BRG. 8" REINFORCED MASONRY WALL 1/8 V I #4 GOVT CONCRETE 2' -O° TOPPING SLAB p F STEEL FLOOR DECK #4x N v I ® 24" O.G. - -- N 3- MASONRY BOND \ ' —STEEL JOIST BEAMS @ JOIST BEARING L6x3 I /2xi /2xGONT. LLV W/ 5/6" ll) HILTI KWIK BOLT ® 2' -0" O.G. W/ 4" MIN. EMBED. GONGRETE 2Y MIN. TOPPING SLAB BRG. STEEL FLOOR DECK STEEL JOIST I/8 I —x x x— -x x 1 STEEL BEAM 5GT I ON SCALE 3/4" = 1' -0" 58 6G5J20 ® 16" O.G. STEEL STUD WALL HORIZ. BRIDGING ATTACH TO JOIST PER MFR. X X I L.1 STEEL FLOOR DECK 2- #8-15 SGREWS 16" O.G. CONCRETE 6T5BI8 TOPPING SLAB STEEL TRACK —� X,9-- X° STEEL JOIST \---- 6BDTK18 STEEL SLIP TRACK OR EQUIVALENT HILTI X- DN20THP 6GSJ20 @ 16" O.G. POWDER AGUATED STEEL STUD WALL I I FASTENER © 18" O.G. ONT. PLATE ® EACH JOIST :TE SLAB :LOO'. DEGK 10'3T 3EAM �3EAM W/ 1 /2 "(Pxl2" DBA © 12" O.G. 5 C71 ON SCALE : 3/4" = 1' -O" g$ STEEL FLOOR DECK GONGRETE TOPPING SLAB ✓IL.LL JVIJI HORIZ. BRIDGING ATTACH TO JOIST PER MFR. 5 C71 ON SCALE : 314" = 1' -0" SS I 11 IVY 2Y2 1/4" GAP PLATE O a 1/4 . 0 -STEEL BEAM V d W Q� J U �C J c o ao 1 o v �1) O of j N � o t N Q 0 O (� m Lu m oI Q M s Q O 4 -- � 3/8" PLATE O 3/4 "(P A325 -N -5TD BOLTS STEEL COLUMN NOTE: BEAM ONE SIDE OF COLUMN ONLY @ SEGTION 18A/58. 5F.C71ON rl5 aA SCALE : 3/4" = 1' -0" 58 58 :3 - Z AS AS SHOWN NOTED GON5TRUGTION SET 3/10/06 i II 5" L4x4x3 /16xGONT. 3/ T — 16 3012 YP. /--STEEL FLOOR DECK ALLOW FOR I" VERT. SLIP DISTANCE BEC71 ON SCALE : 3/4" = 1' -0" 58 5GTION SCALE 3/4" = 1' -0" 58 VARIES 2' -6" MAX. <C O a M 0o . 0 L V d W Q� J U �C J c 2 ao o Wo O O j N t N Q co cu (� Q Lu 0) fn Q M s Q � O O s U — :3 - Z _�U_ L w � U W 5" L4x4x3 /16xGONT. 3/ T — 16 3012 YP. /--STEEL FLOOR DECK ALLOW FOR I" VERT. SLIP DISTANCE BEC71 ON SCALE : 3/4" = 1' -0" 58 5GTION SCALE 3/4" = 1' -0" 58 VARIES 2' -6" MAX. <C N a M 0o 0 V d W vj J •� J ILL 2 ao o Wo W0 j N t N Q co W O J 5" L4x4x3 /16xGONT. 3/ T — 16 3012 YP. /--STEEL FLOOR DECK ALLOW FOR I" VERT. SLIP DISTANCE BEC71 ON SCALE : 3/4" = 1' -0" 58 5GTION SCALE 3/4" = 1' -0" 58 VARIES 2' -6" MAX. 6TSBI8 STEEL TRACK 4 Y2 of DIETRIGH FAST CLIP SEE DETAIL 2/52 0� L4x4x3 /16xCONT. H552 1/2x2 1 /2x3 /16xCONT. I I I 6G5_120 @ 16" O.G. STEEL STUD WALL 2Y2" MIN. BRG. - 2 3%16 3 ®24 TYP. o HSS /8 VI DIETRIGH FAST GLIP —STEEL ROOF DECK SEE DETAIL 2/52 — UPLIFT BRIDGING STEEL JOIST STEEL BEAM 5 GTION i SCALE 5/4" = 1' -0" 5q 6G5J20 @ 16" C STEEL STUD WAI H552 1/2x2 1 /2x; BETWEEN JOIST NOTE: SEE 5E6TIONS I /5q AND 1 /510 FOR INFORMATION NOT GALLED OUT. 5GT1ON SCALE 3/4" = I' -O" Sq 5x3/8 PLATE 3116V (b 'N o l l I'' STEEL BEAM / W/ 3/4 "d)x3" H5A 12" O.G. SEE SECTION 4A/57 FOR CONNECTION — SE CTION I� SCALE : 5/4" = 1' -0" Sq IS TYP 3/16V 6 —PLATE 8xl /2x0' -8" W/ 2- 1 /2 "NxlB" DBA 3- #4x 8" REINFORCED MASONRY WALL 3- #5 IN GROUTED CELLS @ BEAM BEARING �— 6TSBI8 STEEL TRACK 8" REINFORCED MASONRY WALL 4Y2„ 3116 3 @12 LNrj ( — STEEL ROOF DECK I � �Q 3- MASONRY BOND BEAMS @ JOIST BEARING I I L3x3xl /4 W/ 2- 5/8 "N I HILTI KWIK BOLTS W/ 4" MIN. EMBED. I I Lj I STEEL JOIST O RIZ. BRIDGING ATTACH TO J015T PER MFR. (5EGOND JOIST BAY TO BE DIAGONAL) STEEL BEAM 5 GTION SCALE 3/4" I' -O" Sq STEEL BEAM OOF DECK FENER PLATE DE H554x4x3 3/16 x3/8xO' -8" 1 ")x12" DBA EAM ORGED MASONRY WALL 5GT 1 ON SCALE 3/4" = P -O" Sq ''i HORIZ. BRIDGING ATTACH TO JOIST PER MFR. (SECOND JOIST BAY TO BE DIAGONAL) STEEL BEAM W/ 3/4 " (Px3" HSA ® 12" O.G. 5 GT I ON SCALE 3/4" = 1' -0" 5q PLATE 6xl /4xl' -O" ® 8' -O" O.G. ARCHED STEEL BEAM HS54x4x3/16 PLATE 2xI/4xO' -6" 2' -0" O.G. ARCHED STEEL BEAM 5GT1ON SCALE 5/4" = 1' -0" Sq TYP 2Y2" MIN. OOF DECK �15T 3/1�3/5 TO P STEEL BEAM — L3x3xl /4x0' -8" SIDE �t 3/16 BOTTOM —ARCHED STEEL BEAM RIDGIN6 -`- SEAM 5 GTION SCALE : 3/4" = 1' -0" Sq ARCHED STEEL BEAM STEEL ROOF DECK 1/4" STIFFENER PLATE EACH 51DE STEEL BEAM STEEL COLUMN SEE SECTION 14/57 FOR CONNECTION INFORMATION STEEL BEAM NOTE: STEEL BEAM IS CENTERED ON GOLUMN @ GRID 6. OFFSET BEAM I" TO THE INSIDE ® GRID B. 5GT1ON 10 SCALE : 3/4" = 1' -0" Sq NOTE- SEE SECTION 1 /5q FOR INFORMATION NOT GALLED OUT. 5GTION SCALE : 3/4" = 1' - 0" gq V2 2Y2" 1/4" GAP PLATE 1/4 STEEL BEAM H O I 1 O 0 ►n m 0 0 1 1 I OI IO 3/8" PLATE 3/4 "(P A325 -N -5TD BOLTS STEEL COLUMN GTION SCALE : 3/4" = I' -O" gq STEEL BEAM OOF DECK FENER PLATE 7E 3/16 EAM "SL- :.,.EAM 5GTION I� SCALE 5/4" = I' -O" Sq CON5TRU6TION 5ET 3110106 OpX ONAL A. STRUCTURAL E G & S ENGINEERS 1600 JOHN ADAMS PARKWAY, SUITE 200 IDAHO FALLS, IDAHO 83401 PHONE: (208) 523 -6918 FAX: (208) 523 -6922 PROJECT NUMBER: 05414 COPYRIGHT 2006 DRAFTER: AJ DESIGNER: MA CHK. BY: MW � -t P ANO STEEL FLOOR DECK CONCRETE TOPPING SLAB STEEL JOIST L4x4x3 /16xGONT. W/ 5/8 "(P HILTI KWIK BOLT ® 2' -0" O.G. W/ 4" MIN. EMBED. STEEL ROOF DECK I/8 5TEEL JOIST HORIZ. BRIDGING ATTACH TO JOIST PER MFR. 5 GTION SCALE 3/4" = 1' -0" Sq NOTE: BEAM ONE SIDE ONLY @ SECTION 5A /5q. PROVIDE 1/4" STIFFENER PLATE ON OPPOSITE SIDE OF ARCHED BEAM. 5 GT1ON �5A SCALE 3/4" = 1' -0" Sq 5q AS AS SHOWN NOTED 3 -IS SCREWS O.G. sl8 L TRACK 6CSJ20 © 16" O.G. STEEL STUD WALL H552 1/2x2 1 /2x3 /li STEEL ROOF DECK ARCHED STEEL BEAM 6T5B 18 STEEL TRACK 30605 S9 72 Registered Architect No.AR1405 KURT A. KARS State of Idaho O d M 00 9) U O W � V U � }� J J E I` O O ao Q C� C LLJ 0) L 0) Q O u7z �N 0 N a� M a do � w � � O O Az ru U � ` L 111 *' C_ U r t ru w N d M 00 O V }� J J V U. ao O W M UJ CI E Z �N 0 N a� M a do W My J 30605 SIO 72 Q 0 a. OD p� U O 0 V U � W v) J J O O O Q LLI�0 w o W m w o Z ~ y N 0 �.,. ♦� � N "'o C14 W "' o o s U � _ L s U ul Q N a. OD 0 V � W v) J J U- 0 Z 0 w o W m w o Z ~ y N 0 �.,. ♦� � N "'o C14 W "' J Registers Architect No.AR 1405 %I KU T A. KARSj� State of Ida SCALE : 1/2" = 1' -0" 511 ELE VA710N r:2 SCALE : 1/2" = I' -O" 511 GON5TRUGTION 5ET 3/10/06 XUMN tl%L -L DVL 15 /'tLVI`i(7 Lvml D, tV, /ANL/ "1 / I(-) Mr- P I CIVSIVIVCV. Q N d' M CO L Q) O 0 Q) Q U U � uj r C6 J Q) Q) J L O 4 ao O Wo W o Z LLJ M Z :3 N O }.., N Q � a W o� My J O � 73 v _ w s U w tl%L -L DVL 15 /'tLVI`i(7 Lvml D, tV, /ANL/ "1 / I(-) Mr- P I CIVSIVIVCV. Q N d' M CO 0 Q U uj r C6 J J L ao O Wo W o Z ~ N O }.., N Q � a W o� My J tl%L -L DVL 15 /'tLVI`i(7 Lvml D, tV, /ANL/ "1 / I(-) Mr- P I CIVSIVIVCV. m t r t I i r I i I , I I { t L ONERATOR BLV6. 5GALE: 1/4" = I' -0" I I f t I 3 I t 1 { i I I 0 i I r f 1 i I t i 1 I i { i L - - - -- 22x18 c 5GALE: 1/4" = 1' -0" [L= A 22x18 5A AH -1 (ATG PANEL) —AH -2 (ATG PANEL) I t i i 1 t I i I I I t --------------------- L°J -- - - -- - - - - -- I 5GALE: I 18" = I'-0" G7 A _6 4- s ISxib 5A '-18xlb RA 22x18 18x1b RA' 18x16 5A 5GALE: 1/4" = I' -0" RA Frial e, r I r I ------------ - - - - _____L ------------------ FILTER BANK `-I" CID FLOOR DRAIN 22x18 5A FLEX GONNEGTION SGT ION ,� `-I" GD FLOOR DRAIN OA 8xb OA FLEX GONNEGTION S AML d7V6. - - - - -- i I I VENTS UP TO VERTIGAL VENT TERMINAL A55EM31-Y ON ROOF -, RETURN AIR DUGT OUTSIDE AIR DUCT YV HD, MD d AGGE55 DOOR 12' HIGH RETURN AIR PLENUM SEE DETAIL ON SHEET M -3. NO 5GALE SUPPLY AIR DUCT REFRIGERANT PIPING ,-FLEX CONNEGTION 22x18 5E MECH. ROOM FLEX GONNEGTION -- - - - - 1 I t t r I I r , 1 am : - .• i o �rt o pf o girt MW � Q � off® � � rQ ►�,�► � ► I ,�� ISxib 5A '-18xlb RA 22x18 18x1b RA' 18x16 5A 5GALE: 1/4" = I' -0" RA Frial e, r I r I ------------ - - - - _____L ------------------ FILTER BANK `-I" CID FLOOR DRAIN 22x18 5A FLEX GONNEGTION SGT ION ,� `-I" GD FLOOR DRAIN OA 8xb OA FLEX GONNEGTION S AML d7V6. - - - - -- i I I VENTS UP TO VERTIGAL VENT TERMINAL A55EM31-Y ON ROOF -, RETURN AIR DUGT OUTSIDE AIR DUCT YV HD, MD d AGGE55 DOOR 12' HIGH RETURN AIR PLENUM SEE DETAIL ON SHEET M -3. NO 5GALE SUPPLY AIR DUCT REFRIGERANT PIPING ,-FLEX CONNEGTION 22x18 5E MECH. ROOM FLEX GONNEGTION -- - - - - 1 I t t r I I r , 1 i o �rt o pf o 0 r•1►.• E l LEASE 229 4 12.x6 IN f, ` ®J 12x6 D -5 I10 LEASE F 2 - 6 - 0 R -I LEASE 254 D-6 ISO •rz ►tea • + - '� i , =7a u� LEASE �1 � I1001 '. Dill OPEN TO BELOV4 i I � % 1 �� � ■ � y�'"t � 1 t ©) W7 ► % �� �� r /J • f: [� �—` r • �r! rya � ©, � � �� t� .crrr /,.a a :1 r • '� � �IL7 _ � r a i D-6 0 250 I "9 1 �a , 1 R- , i i 1 ❑ , 1 I 1 10'4) -8 1 , 1 1 1 , , 1 0 , 1 , t i SGAL.E: IV 1'-0 \ ►Za �t+1?:ian: ►dI � � . +: ;�. ►tea 1 w��►►� V �il p ' Y 1 � r � � tttt� -,. ► � I ►,tea i � m x �F 4 s 9, U C •i PLAN NOTES: OI R15E (4) 5 *0 FLUES FROM DUCT FURNAGES OF -I AND OF -2 IN MEGHANIGAL ROOM ON GRADE LEVEL BEL OI UP IN aIASE, OFFSET AWAY FROM PARAPET WALL A PENETRATE THRU ROOF. SEAL PENETRATIONS WEATHERTIGHT. SEE ROOF PLAN ON SHEET P3 FOR CONTINUATION. �2 R15E (2) 5 FLUES FROM DUCT FURNACE OF -3 AND Y0 FLUES FROM FURNAGES F -I, F -2 d F -3 LOGATED MEGHANIGAL ROOM ON GRADE LEVEL BELOW UP IN CHASE, OFFSET AND RUN THRU ROOF AS SHOWN. 55 ROOF PENETRATION WEATHERTIGHT. SEE ROOF PLA! ON SHEET P3 FOR CONTINUATION. 3OINSTALL UL RATED SMOKE DETECTOR IN SUPPLY AIR DUCT FOR FAN SMJTDOWN. Registered Architect No. AR t 405 KURT A. KAR T State of Idaho ENGINEERED P ROF � S A ASSOCIATES I G F .p 315 WEST CENTER POCATELLO, IDAHO 83204 F PHONE: (208) 233 -0501 �cN OF D. FAX: (208) 233 -0529 Mar 14, 2006 ESA JOB Numm: 05026 , Registered Architect No. AR t 405 KURT A. KAR T State of Idaho w • • i " ACOUSTICAL DUCT i 24" MAX TO FIRST SUPPORT ROUND FLEXIBLE SUPPLY DUCT TO GEILIN6 DIFFUSER 8'--O' MAX. LENGTH - P. p •• r '—GLUE FLEX DUCT TO FITTING, CLAMP DOWN WITH STRAP AND SCREW 50LID TO RIGID FITTING ATTACH TO RIGID DUGT WITH DRAW BAND OPPO5ED BLADE DAMPER WHERE SPECIFIED LAY -IN DIFFUSER POWER EXHAU5TER 5EGI RE 4 CAULK —' -- TO GURB 51ZE FRAME TO MATCH EQUIPMENT FURNISHED. —� BIRD SCREEN FACTORY CURB TO MATCH ROOF 5LOPE EXHAUST DUGT UP FROM BELOW, 517E AS SHOWN ON PLANS Z 4 NO 5GALE • 517E ACCORDING TO EXPECTED SNOW DEPTH " ONT Yl t G ADAPTER 4" COMBUSTION AIR PIPE CON 1 IWL SIDE VIEW .i� ROOF DEGK J015T5 RIGID IN5ULATION ROOF DEGK- J015T5 NOTE: P051TION ROOF CURB OVER ROOF JOISTS IN SUCH A MANNER AS TO SPREAD THE WEIGHT OF THE MEGHANIGAL UNIT OVER A5 MANY TRU55B AS P055113LE RE6ARDLE55 OF HOW TRUSSES ARE RIMING FASTER WITH NEOPRENE WASHERS CANT STRIP 51NGLE PLY ROOFING MATERIAL ASPHALT - NO 5GALE COUNTER FLASHING VERAL(TORCHEP) %PREPAREV 51URF� N- -�- SINGLE PLY F IN5ULATION AROUND I CLAMP OR EQUAL. ROOFTOP 5UGTION LINES UNIT ANGLE IRON 1 ! UNISTRUT PIC I I L N15TRUT WIDTH TO BE 8' 1 1 20 GAUGE GALVANIZED I I LARGER THAN 15 REQUIRED I I SLEEVE 6" LONG. (TYP) 1 1 i FOR ALL PIPING. I I f 3/8'4 EXPAN51ON I BOLTS 3° LONG I r1 NO : PAINT ANGLE 5UPPORT5 TO MATCH BUILDING FAGE BRIGK COLOR (TYPICAL). 18 GAUGE GALVANIZED SHEET METAL PROTECTIVE COVER GOMPLETE WITH 24 GA. PRE - FINISHED METAL 5KIN. COLOR TO BE SELECTED BY THE ARGHITEGT. RUN FROM CONDENSING UNIT TO BUILDING. 1 -5/8' x 1 -5/8" UNISTRUT CHANNEL (GALVANIZED) (TYP). P05T PLATE L N15TWT P20 (TYP). ANCHOR TO SLAB. CONCRETE EQUIPMENT PAD l. NO 5GALE PROVIDE SILICONE SEALANT AROUND FIURNAGE AND AT ALL ED6E5 OF PLENUM TO PROVIDE AN AIRTIGHT 5EAL (TYPIGAL). CUT OPENING IN TOP OF PANEL FOR RETURN / OUTSIDE AIR DUCT AS REQUIRED. -- 20 GAUGE 6ALV. IRON f' METAL PLENUM WITH V `1 �'j f ' THICK DUGT LINER ON INSIDE EXCEPT AT Y ANGLE SUPPORTS AND ANGLE STAND BELOW ��` ! FURNACE. "xl -I/2" 3 /I6" ANGLE IRON FRAME ON ALL 4 SIDES OF PLENUM WITH HELPED CONSTRUCTION. (1) TRANSVERSE REINFORCING SIZE 15 DETERMINED BY 1?IMEN510N OF SIDE TO WHICH ANGLE 15 APPLIED. 12' OG MAX. - METAL FASTENERS - OMARK IN51ULPIN5, DURO DYNE FASTENERS OR GRIPNAILS. GRIP NAILS SHALL BE INSTALLED BY 60PNAIL AIR HAMMER OR BY AUTOMATIC FASTENER EQUIP. ENDS OF LINER SHALL. BE BUTTED FIRMLY TOGETHER NO SCALE SECURE REFRIC -ERANT PITCH PIPING TO 5UPPORT5 12 WITH 1UNI5TRUT" PIPE COIL SECTION FURNAGE - rr•r �+er v NOTE: — RUN STEEL COVER CONTINUOUS FROM CONDENSING UNITS TO RISERS OR PENETRATION5 AT BUILDING WALL. COIL SECTION AIR HANDLER FLEXIBLE CONNECTION CORNER OF UNIT �' 516HT GLA55 WALL ANCHOR 3/4" GO TO FLOOR DRAIN 95 A fR I (5r:RANT 1 I' 2 I NC7 V NO 5GALE (1-1/2 TON AND LAR(5ER) SELF- TAPPING CADMIUM ~ HANGER STRAPS PLATED HEX HEAD SHEET METAL 5GREW HANG DUCTS UP TO 30" MAIN AIR DUCT NOTE L =1/4 W (4 : ° MINIMUM) WIDTH WITH 1" x 18 GAGE STRAPS AT 10' -0" L MAXIMUM 5PAGIN6. STRAPS TO BE TIGHT A6AIN5T U5E DAMPER WHEN DUCTWORK I° ' 45° INDICATED ON FLOOR PLAN NO POP RIVETS ALLOWED ' I AIR BRANCH NOT MORE THAN 2' ,1 W DUGT (TYPICAL) FROM EDGE OF LINER ' j' SHEET METAL DUCT ' TOP AND BOTTOM SECTION OF LINER C SHALL OVERLAP THE SIDES I° THICK DUCT feaTANCGUL AIP DUCT CONNECTION VETA LINER LINER TO BE ADHERED TO ��— ALL ENDS OF LINER TO BE DUCT W/I00% ADHESIVE NO 5GALE COATED WITH ADHESIVE. SEE SPEGIFIGATION5. SEE SPEGIFIGATIONS. n �. ► • : r N s� R GLUE FLEX DUGT TO ADAPTER 4 CLAMP DOWN WITH STRAP. r— ROUND TO SQUARE TRAN51TION LAY -IN GEILIN6 1- 1/2 "x3 /I6" ANGLE IRON STAND BELOW FURNACE. WELDED CONSTRUCTION W/ AN6LE5 ON ALL 4 SIDES. CUT OPENING IN TOP PANEL OF PLENUM TO MATCH FURNAGE INLET. 8X8 ACCE55 POOR--/ RETURN AIR PLENH NO 5GALE TRANSVERSE REINFORCING (1) MINIMUM AT JOINTS r,r ► .. qr REINFOR.ING r -- ANGLE 51ZE DIMENSION OF SHEET METAL AND MAXIMUM LONGITUDINAL �nC., - " LONGEST GAGE SPACING DRIVE SIDE, INCHES (ALL FOUR BETWEEN TRANSVERSE SLIP HEMMED 5 SLIP REGOM- RECOM- SIDES) JOINTS 8 /0R INTERMEDIATE MENDED MENDED REINFORGIN6 GAGE GAGE UP THRU 12 26 NOW REQUIRED 26 26 13-18 24 NOW REQUIRED 24 24 19 - 30 24 I°xl'xl /8" ® 60 IN - 24 (1) TRANSVERSE REINFORCING SIZE 15 DETERMINED BY 1?IMEN510N OF SIDE TO WHICH ANGLE 15 APPLIED. 12' OG MAX. - METAL FASTENERS - OMARK IN51ULPIN5, DURO DYNE FASTENERS OR GRIPNAILS. GRIP NAILS SHALL BE INSTALLED BY 60PNAIL AIR HAMMER OR BY AUTOMATIC FASTENER EQUIP. ENDS OF LINER SHALL. BE BUTTED FIRMLY TOGETHER NO SCALE SECURE REFRIC -ERANT PITCH PIPING TO 5UPPORT5 12 WITH 1UNI5TRUT" PIPE COIL SECTION FURNAGE - rr•r �+er v NOTE: — RUN STEEL COVER CONTINUOUS FROM CONDENSING UNITS TO RISERS OR PENETRATION5 AT BUILDING WALL. COIL SECTION AIR HANDLER FLEXIBLE CONNECTION CORNER OF UNIT �' 516HT GLA55 WALL ANCHOR 3/4" GO TO FLOOR DRAIN 95 A fR I (5r:RANT 1 I' 2 I NC7 V NO 5GALE (1-1/2 TON AND LAR(5ER) SELF- TAPPING CADMIUM ~ HANGER STRAPS PLATED HEX HEAD SHEET METAL 5GREW HANG DUCTS UP TO 30" MAIN AIR DUCT NOTE L =1/4 W (4 : ° MINIMUM) WIDTH WITH 1" x 18 GAGE STRAPS AT 10' -0" L MAXIMUM 5PAGIN6. STRAPS TO BE TIGHT A6AIN5T U5E DAMPER WHEN DUCTWORK I° ' 45° INDICATED ON FLOOR PLAN NO POP RIVETS ALLOWED ' I AIR BRANCH NOT MORE THAN 2' ,1 W DUGT (TYPICAL) FROM EDGE OF LINER ' j' SHEET METAL DUCT ' TOP AND BOTTOM SECTION OF LINER C SHALL OVERLAP THE SIDES I° THICK DUCT feaTANCGUL AIP DUCT CONNECTION VETA LINER LINER TO BE ADHERED TO ��— ALL ENDS OF LINER TO BE DUCT W/I00% ADHESIVE NO 5GALE COATED WITH ADHESIVE. SEE SPEGIFIGATION5. SEE SPEGIFIGATIONS. n �. ► • : r N s� R GLUE FLEX DUGT TO ADAPTER 4 CLAMP DOWN WITH STRAP. r— ROUND TO SQUARE TRAN51TION LAY -IN GEILIN6 1- 1/2 "x3 /I6" ANGLE IRON STAND BELOW FURNACE. WELDED CONSTRUCTION W/ AN6LE5 ON ALL 4 SIDES. CUT OPENING IN TOP PANEL OF PLENUM TO MATCH FURNAGE INLET. 8X8 ACCE55 POOR--/ RETURN AIR PLENH NO 5GALE NOTE: 5'4 6 "91) AND 8 "4 PIPE TO BE 24 I I I COMBUSTION AIR PI I I GA. OR HEAVIER GALVANIZED STEEL THIh18LE AND OR EQUIVALENT (SUPPLIED BY } GONGENTRI E5GUTGHEON CONTRACTOR). ALL JOINTS OF 5 "0 FLUE EXHAUST PIPE TO BE SEALED WITH HIGH 10" TEMPERATURE SILICONE RIBBER R _ SEALANT SUPPLIED WITH KIT. EXHAUST PIPE Registered Architect No. AR 1405 KURT A. KAR State of Idaho r,r ► .. qr r -- NOTE: 5'4 6 "91) AND 8 "4 PIPE TO BE 24 I I I COMBUSTION AIR PI I I GA. OR HEAVIER GALVANIZED STEEL THIh18LE AND OR EQUIVALENT (SUPPLIED BY } GONGENTRI E5GUTGHEON CONTRACTOR). ALL JOINTS OF 5 "0 FLUE EXHAUST PIPE TO BE SEALED WITH HIGH 10" TEMPERATURE SILICONE RIBBER R _ SEALANT SUPPLIED WITH KIT. EXHAUST PIPE Registered Architect No. AR 1405 KURT A. KAR State of Idaho s VOLUME/ BYPASS 0AWER SCHEDULE UNIT SERVED 5YM. DESGRIPTION 51ZE MINIMUM GFM MAXIMUM GFM VOLTAGE REMARK5 AIR HANDIER ® VARIABLE I AIR DAMPER BYPASS AIR DAMPER 12 0 1200 24VAG TRANS VARITRAL ROUND BYPASS DAMPER Ib BYPASS AIR DAMPER 12 "0 0 1200 24VAG TRANE VARITRAC ROUND BYPASS DAMPER ® VARIABLE AIR VOLUME DAMPER 10'0 10 675 24VAG TRAM VARITRAG ROUND ZONE DAMPER AIR VOLUME DAMPER boo 30 215 24VAG TRANE VARITRAC ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 14"O 120 1210 24VAG TRADE VARITRAG ROUND ZONE DAMPER 24VAG VARIABLE AIR VOLUME DAMPER 10 "4 50 500 24VAG TRANE VARITRAC ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 8 1 40 35 340 24VAG TRANE VARITRAC ROUND ZONE DAMPER 625 AIR HANDLER TRAM VARITRAG ROUND ZONE DAMPER BYPASS AIR DAMPER 12 0 1200 24VAG TRANE VARITRAG ROUND BYPASS DAMPER 24VAG BYPASS AIR DAMPER 12 0 4 ) 0 1200 24VAG TRANE VARITRAC ROW BYPASS DAMPER u7 VARIABLE AIR VOLUME DAMPER boo 35 240 24VAG TRANE VARITRAG ROUND ZONE DAMPER 8 VARIABLE AIR VOLUME DAMPER 8 35 320 24VAG TRANE VARITRAG ROUND ZONE DAMPER a7 VARIABLE AIR VOLUME DAMPER 8'N 35 350 24VAG TRANE VARITRAG ROW ZONE DAMPER VARIABLE AIR VOLUME DAMPER 10 "(P 80 lq0 24VAG TRANE VARITRAG ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 10 "0 55 535 24VAG TRAM VARITRAG ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 10 "40 50 515 24VAG TRANE VARITRAG ROUND ZONE DAMPER TRANS VARITRAG ROUND ZONE )AMPER VARIABLE AIR VOLUME DAMPER boo 25 250 24VAG TRANE VARITRAG ROUND ZONE DAMPER 24VAG AIR HANDLER BYPASS AIR DARER ITT 0 1200 24VAG TRANE VA421TRA6 ROUND BYPASS DAMPER 24VAG BYPA55 AIR DAMPER 12 "4) 0 1200 24VAG TRANE VARITRAG ROUND BYPA55 DAMPER 1200 VARIABLE AIR VOLUME DAMPER 8 1 40 50 480 24VAG TRANE VARITRAC ROUND ZONE DAMPER 85 VARIABLE AIR VOLUME DAMPER 6 " 4' 20 115 24VAG TRANE VARITRAG ROUND ZONE DAMPER 8 VARIABLE AIR VOLUME DAMPER 8'40 35 350 24VAG TRANE VARITRAG ROUND ZONE DAMPER I6 VARIABLE AIR VOLUME DAMPER 10 "0 50 510 24VAG TRANE VARITRAG ROUND ZONE DAMPER Il VARIABLE AIR VOLUME E DAMPER 10 b0 5qO 24VAG TRANE VARITRAG ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 8 45 425 24VAG TRANE VARITRAC ROUND ZONE DAMPER is VARIABLE AIR VOLUME DAMPER 8 50 410 24VAG TRANE VARITRAC ROUND ZONE DAMPER 24VAG ROOFTOP UNIT BYPASS AIR DAMPER 8 " m 0 640 24VAG TRANE VARITRAG ROUND BYPASS DAMPER TPANE VARITRAG ROUND ZONE DAMPER BYPASS AIR DAMPER 8 4P 0 b40 24VAG TRANE VARITRAG ROW BYPA55 DAMPER 1 24VAG VARIABLE AIR VOLUME DAMPER 8"® 30 300 24VAG TRANE VARITRAC ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER bolt 20 115 24VAG TRANE VARITRAC ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 14 "0 110 1125 24VAG TRANE VARITRAC ROUND ZONE DAMPER ROOFTOP UNIT / R - T \ BYPASS AIR DAMPER 10'10 0 lq8 24VAG TRANE VARITRAC ROUND BYPASS DAMPER BYPASS AIR DAMPER 10 0 lq8 24VAG TRANS VARITRAG ROUND BYPASS DAMPER VARIABLE AIR VOLUME DAMPER 10 0 10 70 bq5 24VAG TRAM VARITRAC ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 8'O 35 340 24VAG TRAM VARITRAG ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 8'o 40 310 24VAG TRANE VARITRAG ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 10'0 b0 5qO 24VAG TRANE VARITRAG ROUND ZONE DAMPER ROOFTOP UNIT - T\ / R U7 BYPASS AIR DAMPER ITT 0 1200 24VAG TRANE VARITRAG ROUND BYPASS DAMPER BYPASS AIR D AMPER 12"O 0 1200 24VAG TRANE VARITRAG ROUND BYPASS DAMPER VARIABLE AIR VOLUME DAMPER 8"00 50 480 24VAG TRANE VARITRAC ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 10 "E0 10 bq5 24VAG TRANE VARITRAG ROUND ZONE DAMPER W VARIABLE AIR VOLUME DAMPER 8 50 480 24VAG TRANE VARITRAC ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER b o o 25 250 24VAG TRANE VARITRAG ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 10 60 610 24VAG TRANE VARITRAC ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 8 50 485 24VAG TRANS VARITRAG ROUND ZONE DAMPER ROOFTOP UNIT /R-T\ BYPASS AIR DAMPER 12 "0 0 1200 24VAG TRANE VARITRAC ROUND BYPASS DAMPER 14 BYPASS AIR DAMPER 12 0 1200 24VAG TRANS VARITRAG ROUND BYPASS DAMPER VARIABLE AIR VOLUME DAMPER 12 "Q0 80 835 24VAG TRANE VARITRAC ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 10 10 b80 24VAG TRANE VARITRAG ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 10 0 4 0 65 bb0 24VAG TRANE VARITRAC ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 12"40 80 825 24VAG TRANE VARITRAC ROUND ZONE DAMPER VOLUME/ BYPASS DAMPER SCHEDULE (cont) UNIT 5ERVED 5YM. DE5GRIPTION 51ZE MINIMUM GFM MAXIMUM GFM VOLTAGE REMARK5 WGO s BYPASS AIR DAMPER 10 °N 0 lq8 24VAG TRANE VARITRAC ROUND BYPASS DAMPER Q Ib BYPASS AIR DAMPER 10'1 0 lq8 24VAG TRANE VARITRAC ROUND BYPASS DAMPER ROOFTOP UNIT 5 GD CONDENSATE DRAIN LINE e EQUIPMENT 1 SYMBOL fiEN SIDEWALL REGISTER SUPPLY OR RETURN AIR o PRESSURE REDUCING VALVE RETURN AIR OR EXHAUST GRILLE / R - T\ � VARIABLE AIR VOLUME DAMPER 10"lp 80 160 24VAG TRAM VARITRAG ROUND ZONE DAMPER MOTORIZED DAMPER u FURNACE OR FAN COIL UNIT ROM BRANCH DUCT WITH HAND DAMPER CONDENSING UNIT REGTAW-5ULAR SUPPLY AND RETURN AIR DUCT TAKE -OFF VARIABLE AIR VOLUME DAMPER 10 65 625 24VAG TRAM VARITRAG ROUND ZONE DAMPER INSULATED FLEXIBLE DUCT VARIABLE AIR VOLUME DAMPER b 40 400 24VAG TRANE VARITRAG ROUND ZONE DAMPER ® VARIABLE AIR VOLUME DAMPER boo 20 210 24VAG TRANE VARITRAG ROUND ZONE DAMPER it BYPASS AIR DAMPER 8 0 b40 24VAG TRANE VARITRAG ROUND BYPASS DAMPER 13YPA55 AIR DAMPER 8 0 b40 24VAG TRANE VARITRAG ROLM BYPASS DAMPER ROOFTOP UNIT /R- VARIABLE AIR VOLUME DAMPER 8'O 30 300 24VAG TRANE VARITRAG ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER boo 20 115 24VAG TRANS VARITRAG ROUND ZONE )AMPER 43 VARIABLE AIR VOLUME DAMPER 14 110 1125 24VAG TRANE VARITRAG ROUND ZONE DAMPER 1q BYPASS AIR DAMPER 12 "4 0 1200 24VAG TRANE VARITRAG ROUND BYPASS DAMPER w BYPASS AIR DAMPER 12 0 1200 24VAG TRANE VARITRAC ROUND BYPASS DAMPER fiEN VARIABLE AIR VOLUME DAMPER 12 "4 85 840 24VAG TRANS VARITRAG ROUND ZONE DAMPER VARIABLE AIR VOLUME DAN'ER 8 35 320 24VAG TRANE VARITRAG ROUND ZONE DAMPER ROOFTOP UNIT VARIABLE AIR VOLUME DAMPER 6 "40 25 250 24VAG TRANE VARITRAC ROW ZONE DAMPER /R 4l VARIABLE AIR VOLUME E DAMPER 6'o 20 Iq0 24VAG TRANE VARITRAC ROUND ZONE DAMPER ® VARIABLE AIR VOLUME DAMPER 6"o 25 250 24VAG TRANE VARITRAG ROUND ZONE DAMPER VARIABLE AIR VOLUME E DAMPER 12 85 830 24VAG TPANE VARITRAG ROUND ZONE DAMPER VARIABLE AIR VOLUME DAMPER 8'o 35 1 320 1 24VAG TRANE VARITRAG ROLM ZONE DAMPER �T 6 Ij -- -- - -- _. - n a--- - _.---- _..-- _.- - -- - 2------ -.�.�. .... ROOF OR GEILING JOIST I" CHANNEL (INIISTRUT OR FEE 4 MASON) VlEL.D TO J015T5 INSULATION ON 5UGTION LINES 1 -5/8" P -1001 "1NII5TRUT' CHANNEL OR EQUAL (TYPICAL) TYPICAL REFRIGERANT PIPE IN MEGH. ROOM - NO 5GALE 5156UKE REFRIGERANT PIPING TO SUPPORTS WITH "UNI5TRUT" CLAMP OR EQUAL 'royi ALL PIPIN15 SUPPORTS ARE O 1 3E INSTALLED -- •• • •--•i• OF • NO 5UPPORT5 ARE TO BE ATTACH AFTER FIREPR BEEN DO MEOHANI L SYMBOL DE5GRIPTION 5YMB0L DE5GRIPTION VTR VENT THRU RO G GAS PIPING WGO WALL GLEANOUT G PIPE DROP GOTG CLEANOUT TO GRADE o-- PIPE RISE Q ELECTRONIC T HERMO STAT REFRIGERANT L161JID LINE L O PLAN NOTE REFRIGERANT SUCTION LINE 5 GD CONDENSATE DRAIN LINE e EQUIPMENT 1 SYMBOL +- ti SIDEWALL REGISTER SUPPLY OR RETURN AIR o PRESSURE REDUCING VALVE RETURN AIR OR EXHAUST GRILLE ELECTRIC WALL HEATER � CEILING DIFFUSER HP HAND DAMPER ® GEILING MOUNTED EXHAUST FAN — - -� MOTORIZED DAMPER u FURNACE OR FAN COIL UNIT ROM BRANCH DUCT WITH HAND DAMPER CONDENSING UNIT REGTAW-5ULAR SUPPLY AND RETURN AIR DUCT TAKE -OFF DUCT TRANSITION TURNING VANES INSULATED FLEXIBLE DUCT Registered Architect No. AR 1405 KURT A. KAR T State of Idaho I IL " S J IL a i A e • e w • AIR HANDLIN& UNIT SCHEDULE TYPE SYM. TYPE BLOHM SECTION V> GOOL1% COIL SUP PIPING 51ZE5 REMARKS INPUT OUTPUT /V 5EPERATED COITION 3000 115/60/1 200 IHO 65 °F _ 3/4" (2) 5' NAT TRANS GMNDO2OADF INDOOR GAS DUCT FURNACE 10,240 CFM SP. H.P. RPM GHAR. MCA MBH GKTS. EAT LAT LIQ SUGT. GO /Q_H\ A VERTICAL TOP DISGHARGE 3000 IA' 15 1'125 208/60/3 ID q2 I 80 °F 55 °F 1/2" 13/80 IN TRANE MOVE TIfOg0A3 W/ OX COIL, TM MIXING BOX AND 120/60/1 I 113,000 g4,g5O 65 °F III °F NAT 60000 LOGKING UNIT 015GONNEGT SWITGH 53 °F 5/8' 1 -1/8" 3/4' i° 3' PVC 3' PVG 1' FILTERS e UPFLOW 2 VERTICAL TOP DISCHARGE 3000 [DO 15 1'725 208/60!3 '1.O `12 I 80 °F 55 °F 1/2' 13/8' I" TRANE MODEL TWEO `1OA3 W/ DX COIL, TWEgOB MIXING BOX AND 5/8" ! -I/8" 3/4" I" 3° PVG 3' PVG TRANE MODE TXGI2Ogb0O WITH MATCHED RT III © © ® ® IN FILTERS 0 VERTXAL TOP 015CHAR6E 3000 1.0" I5 1125 208/60/3 1A 11 I 80 °F 55 °F 1/2 13/8° I' TRANE - TWEOgOA3 IN OX COIL, TWC MIXING BOX AND Ib0O -ION HIGH 3/4 120/60/1 100000 g30OO 18,120 65 °F III °F NAT 48,000 80 °F 53 °F 1/2" i" FILTERS DUCT FURNACE SCHEDULE SYM. TYPE GFM GHAR. A.G EAT LAT SUP VENT r7AS REMARKS INPUT OUTPUT /V 5EPERATED COITION 3000 115/60/1 200 IHO 65 °F 114 °F 3/4" (2) 5' NAT TRANS GMNDO2OADF INDOOR GAS DUCT FURNACE 10,240 /E SEALED COMBUSTION 3,000 115160/1 200 160 65 °F 114 °F 3/4" (2) 5" NAT TRANE MOVE INDOOR 67A5 MT FURNACE RECESSED WALL MOUNTED /Q_H\ SEALED 601- 06TION 3,000 1 115160/1 200 160 65 °F 114 °F 3/4" (2) 5" NAT IRANE MOVE 6 INDOOR 67A5 AT FUR 110 ELECTRIC UNIT HEATER SCHEDULE SYM. TYPE BTU KW CHAR CONTROL REMARKS GONTROL KWALL MOUNTED 11000 5.0 208/60/3 T -STAT QMARK MODEL MUH -05-81 ELECTRIC UNIT HEATER WITH MMB-1O UNIVERSAL WALUCEILING BRACKET. q) 1115 WALL MOUNTED 11000 5.0 208/60/3 T -5TAT �RK MM-05-81 ELECTRIC UNIT MATER WITH M43-1O UNIVERSAL WALUCEILING BRACKET. 2 S KALL MOUNTED 10,240 3.0 208160/1 T -5TAT " MOs � -0�bl B�GTRIG UNIT HEATER WITH MMB-10 UNIVERSAL WALUCEILING BRACKET. MOUNTED EXHAUST FAN SCHEDULE SYM. TYPE G.F.M. S.P.E. WATTS GHAR R.P.M. GONTROL REMARKS 24-48 ROOF MOUNTED 1225 .60 13 HP 120/60/1 1115 TIME CLOCK SEE ELECT. PENN MODEL DXIOB WITH FACTORY MOUNTED ROOF CURB e 3/4" ROOF MOUNTED 125 b0 I/4 H.P 120/60/1 13 `10 TIME CLOCK SEE ELECT. MA A EXHAUST FAN SCHEDULE SYM. TYPE G.F.M. S.P.E. WATTS GHAR R.P.M. GONTROL REMARKS 24-48 ROOF MOUNTED 1225 .60 13 HP 120/60/1 1115 TIME CLOCK SEE ELECT. PENN MODEL DXIOB WITH FACTORY MOUNTED ROOF CURB e 3/4" ROOF MOUNTED 125 b0 I/4 H.P 120/60/1 13 `10 TIME CLOCK SEE ELECT. PENN MODEL DXOBB WITH FACTORY MOUNTED ROOF CURB INTEGRAL T -5TAT e WALL MOUNTED 250 .25 1/25 120/60/1 1300 T -5TAT PENN MODEL PX1O5 WITH INSECT SCREEN FAN COIL UNIT SCHEDULE 1 SYM. TYPE B-OIAIER SECTION OX COOLING COIL PIPING 5IZE5 GHAR FLA REMARKS GFM SPE H.P. MBH EAT I LAT GLYGOL SUPPLY GLYGOL RETURN GD DUAL PUMPS 24-48 VERTICAL MOUNTED 32010 O" 15 736 '15 °F 55°F 1 - 5/8" i -5/8" 3/4" 20816013 35.q LIEBMT MODEL VEO126i-AAEI INDOOR 13,600 RECESSED WALL MOUNTED 6,842 2 208/60/1 INTEGRAL T -5TAT QMARK TYPE ANH -4208 REGE55ED WALL HEATER e RECE55FD WALL MOUNTED 6,842 2 208/6011 INTEGRAL T -5TAT QMARK TYPE AWH -4208 REGE55E0 WALL HEATER lN'FLOW FANGOIL WITH CONDENSATE PUMP, 20% PRE - FILTER, HOT GA5 BY -PA55, SMOKE DETECTOR RECESSED WALL MOUNTED 6,842 2 2O6*011 INTEGRAL T -5TAT QMARK TYPE AM-4208 REGESSED WALL HEATER SUCTION G.D. 67A5 INTAKE FXIAUST ®'•r e UPFLOW I 110 Igq5 .10" HIGH 3/4 120/60/1 120000 113,000 g4,g5O 65 °F III °F NAT 60000 LOGKING UNIT 015GONNEGT SWITGH DRYGOOLER PUMP PACKAISE SCHEDULE SYM. TYPE G.P.M. HEAD H.P. GHAR REMARKS P GLYCOL I DUAL PUMPS 24-48 80 1.5 208/601 LIEBERT MODEL 1 -1/2 DUAL PUMP PAGKAGE r-Lr-C,, SYM. HEATER SCHEDULE SYM. TYPE BTU KW GHAR CONTROL REMARKS / - E - H\ SURFACE WALL MOUNTED 6„842 2 208/6011 INTEGRAL_ T -5, AT QMARK TYPE AM -4208 SURFACE WALL HEATER lw RECE55FD WALL MOUNTED 6,842 2 208/60/1 INTEGRAL T -5TAT QMARK TYPE AM-4208 RECE55FD WALL HEATER 13,600 RECESSED WALL MOUNTED 6,842 2 208/60/1 INTEGRAL T -5TAT QMARK TYPE ANH -4208 REGE55ED WALL HEATER e RECE55FD WALL MOUNTED 6,842 2 208/6011 INTEGRAL T -5TAT QMARK TYPE AWH -4208 REGE55E0 WALL HEATER EH 5 RECESSED WALL MOUNTED 6,842 2 2O6*011 INTEGRAL T -5TAT QMARK TYPE AM-4208 REGESSED WALL HEATER FURNACE AND VX COOL I N6 COIL SCHEDULE SYM. TYPE G.F.M. 5P SPEED H.P. GHAR. A.GA' E.A.T. L.A.T. GA5 OX GOOLING COIL PIPING SIZES REMARKS 350 AIR HANDLER 3000 IOx& 350 13 FLA 208/60/3 13,600 GAS FURNACE Igq5 8x8 225 345 208/6013 e q5°F GAS FURNACE 2 Igq5 INPUT OUTPUT ® ELEV. :• � TYPE B.T.U. E.A.T. L.A.T. LIQUID SUCTION G.D. 67A5 INTAKE FXIAUST ®'•r e UPFLOW I 110 Igq5 .10" HIGH 3/4 120/60/1 120000 113,000 g4,g5O 65 °F III °F NAT 60000 80 °F 53 °F 5/8' 1 -1/8" 3/4' i° 3' PVC 3' PVG TRANE MODEL. TXGI2OgbOD WITH MATCHED COOLING GOIL AND BAYVENT ASSEMBLY e UPFLOW 2 Igq5 .70" HIGH 3/4 120 /bO /I 120 113,000 g4,g5O 65 °F III °F NAT 60000 80 °F 53 °F 5/8" ! -I/8" 3/4" I" 3° PVG 3' PVG TRANE MODE TXGI2Ogb0O WITH MATCHED RT III © © ® ® ® ® ® ® ® ® ® ® ®® I • • I,. •I ' COOLING COIL AND BAYVENT �Y 3 UPFLOW Ib0O -ION HIGH 3/4 120/60/1 100000 g30OO 18,120 65 °F III °F NAT 48,000 80 °F 53 °F 1/2" 1 -1/8' 3/4" I° 3" PVC 3' PVG TRANE N TXGIOOg6OG WITH MATCHED I I /• • - MITE NA NA PRICE ODEL N MODULE GEILING L3i COOLING COIL AND BAYVENT ASSEMBLY € :�1;►1�E• i�t��1: »t;�!Ii:�� ►��IK�:� •�'�kf1 I► I� . i�� r� . �•.: : ► :. 11LI � OUTSI AIR BALANCE SCHEDULE I Ll ME. jr4fdjp z � - awl k i rol Z I I Z �wj Z I k & 1 9__ 5Y5TEM GFM O.A. DUCT O.A. GFM AIR HANDLER I H 3000 10x8 350 208/6013 g200o q5 ° F IRAN E MODEL TTAMA3 NI/ O °F LOW AMBIENT HARD START KIT AIR HANDLER 3000 10x8 350 AIR HANDLER 3000 IOx& 350 13 FLA 208/60/3 13,600 GAS FURNACE Igq5 8x8 225 345 208/6013 g20OO q5°F GAS FURNACE 2 Igq5 8x8 �_� .•• :• � •:.• ® ©® 8x6 • ••• •. ••• ® ®® (b /I ®'•r •r •. •I.I 110 q5 °F TRANE MODEL rrA`M IN O °F LOW AMBIENT HARD START KIT 1 ROOFTOP UNIT RT Igq5 NA 225 ROOFTOP UNIT RT 3000 NA 350 RT, 4 it ... WHITE ROOFTOP UNIT 3000 NA 350 / R -- T\ ROOFTOP UNIT Igq5 NA 225 /R-T-\ 11 4404 •,• •- gxq ROOFTOP UNIT IbOO NA 110 NA NA PRICE MODEL ROOFTOP UNIT RT 3000 NA 350 RT III © © ® ® ® ® ® ® ® ® ® ® ®® I • • I,. •I ' ® GEILING qxq 100 -285 STEEL WHITE NA NA • •. • ' 'r • • II• /I • •/ .• / •• II• . III . I I /• • - MITE NA NA PRICE ODEL N MODULE GEILING L3i •• :I STEEL. I:.• •• �® PRICE x 4 LAY -1N MODULE ••I• • •II ® ®® /• ®'I•I •LII I. !: CEILING 12x12 300 -450 STEEL WHITE NA NA PRICE MODEL FRAME . r ILI 1 I I I • • I /'I ® ®® HIGH SIDEWALL I • • I I I I • ®® STEEL • / / I ® • ± • i I - • r ; MANZ 5-2 HIGH 51DEWALL 18x10 400 -100 NA STEEL WHITE YE5 NA PRICE MODEL 520 0 CEILING IOxiO 400 -100 NA • I 7 • r I • MITE ••• :I � •:.• ® ®® •• ••• ••• �� '• . :• � '•• �: IJxlO 100 -300 NA STEEL WHITE NA NA PRICE MODEL 535 • it • • ,�,.- II• :• CEILING •:.• 300 -400 ®® STEEL. I• ••• ••• �� PRICE MODEL. 535 • . :I' WA I + ••` IN 24x24 LAY -IN MODULE GEILING Ibxl6 450 -100 NA STEEL WHITE NA NA 'II ', %a' �r I € :�1;►1�E• i�t��1: »t;�!Ii:�� ►��IK�:� •�'�kf1 I► I� . i�� r� . �•.: : ► :. 11LI � OUTSI AIR BALANCE SCHEDULE SYM. 5Y5TEM GFM O.A. DUCT O.A. GFM AIR HANDLER I H 3000 10x8 350 208/6013 g200o q5 ° F IRAN E MODEL TTAMA3 NI/ O °F LOW AMBIENT HARD START KIT AIR HANDLER 3000 10x8 350 AIR HANDLER 3000 IOx& 350 13 FLA 208/60/3 13,600 GAS FURNACE Igq5 8x8 225 345 208/6013 g20OO q5°F GAS FURNACE 2 Igq5 8x8 225 208 /6013 60000 q5 °F TRANE L TTA306O W O °F LON AMBIENT HARD START KIT GAS FURNACE ® Ib0O 8x6 110 /R--T\ q5 °F LOW TRANE MODEL TTA3 STAR ° KIT (b ROOFTOP MIT 1600 NA 110 q5 °F TRANE MODEL rrA`M IN O °F LOW AMBIENT HARD START KIT 1 ROOFTOP UNIT RT Igq5 NA 225 ROOFTOP UNIT RT 3000 NA 350 RT, 4 STEEL WHITE ROOFTOP UNIT 3000 NA 350 / R -- T\ ROOFTOP UNIT Igq5 NA 225 /R-T-\ GEILI% gxq ROOFTOP UNIT IbOO NA 110 NA NA PRICE MODEL ROOFTOP UNIT RT 3000 NA 350 RT ROOFTOP UNIT 3000 NA 600 CONDEN5I N6 UNIT SCHE17ULE SYM. MCA GHAR. BTU EAT REMARKS GONSTR. 345 208/6013 g200o q5 ° F IRAN E MODEL TTAMA3 NI/ O °F LOW AMBIENT HARD START KIT I 345 208/60/3 `12000 q5°F TRAM MODEL TTAOI W/ O °F LOW AMBIENT HARD START KIT ® 13 FLA 208/60/3 13,600 q5 °F LIEBERT MODEL DDO13gA WITH LOGKING DISCONNECT SWITCH 3 W41TE 345 208/6013 g20OO q5°F TRANE MODEL TTAOgOA3 W/ 0 °F LOW AMBIENT HARD START KIT 4 23D 208 /6013 60000 q5 °F TRANE L TTA306O W O °F LON AMBIENT HARD START KIT ® IN CEILING 23A 208160/3 60,000 q5 °F LOW TRANE MODEL TTA3 STAR ° KIT (b NA IbD 208/60/1 30,000 q5 °F TRANE MODEL rrA`M IN O °F LOW AMBIENT HARD START KIT 1 ISR I LLE AND RE61STER SCHEDULE SYM. TYPE 51ZE GFM THROW GONSTR. FIN15H BALANGIN6 FIRE REMARKS RAKE PATTERN DAMPER DAM CEILING bxb 50 -150 STEEL W41TE NA NA PRICE MODEL BEVELED FRAME IN CEILING bxb 50 -150 STEEL WHITE NA NA PRICE BEVELED FRAME CIS GEILING qxq 150 -285 4 STEEL WHITE NA NA PITH E� FRAME GEILI% gxq 100 -285 4 4010 , STEEL WHITE NA NA PRICE MODEL LAY -IN MODULE CEILING qxq 100 -285 STEEL WHITE NA NA IPRIGEMODEL -IN MODULE ® GEILING qxq 100 -285 STEEL WHITE NA NA PRICE MODEL SMD IN 24x24 LAY -IN MODULE CEILING qxq 100 -285 STEEL MITE NA NA PRICE ODEL N MODULE GEILING 12x12 300 -450 STEEL. WHITE NA NA PRICE x 4 LAY -1N MODULE CEILING 12x12 300 -450 STEEL WHITE NA NA PRICE MODEL FRAME HIGH SIDEWALL 12x6 150 -215 NA STEEL WHITE YES NA PRICE MODEL 520 D 5-2 HIGH 51DEWALL 18x10 400 -100 NA STEEL WHITE YE5 NA PRICE MODEL 520 0 CEILING IOxiO 400 -100 NA STEEL MITE YE5 NA PRICE MODEL -FRAME YI BEVELED F E - 1 CEILING IJxlO 100 -300 NA STEEL WHITE NA NA PRICE MODEL 535 IN 24x24 LAY -IN MODULE CEILING 12x12 300 -400 NA STEEL. WHITE NA NA PRICE MODEL. 535 IN 24x24 LAY -IN MODULE GEILING Ibxl6 450 -100 NA STEEL WHITE NA NA PRICE MODEL.' 535 IN 24x24 LAY -IN MODULE ® GEILING 20x20 100 -1000 NA STEEL MITE NA NA PRICE MODE 535 IN 24x24 LAY -IN MODULE GEILING Ibxlb 450 -100 NA STEEL. WHITE NA NA PRICE MOs- 535 WITH BEVELED FRAME ® GEILI% 24x24 1500 NA STEEL WHITE NA NA PRICE MODEL 535 WITH BEVELED FRAME F RE - 11 GEILING 48x24 3500 NA STEEL WHITE NA NA PRICE MODEL 535 MITE NA NA IN BEVELED FRAME I � FRAME T - TRANSFER IOx10 100 -300 NA STEEL. 0 -I OUTSIDEAIR 24x20 100 NA ALUM DETERMINED NA NA AMERICAN WARMING BY ARCH. LE-31 WITH INSECT SCREEN OUTSIDE AIR LOUVER 30x24 q1O NA ALUM COLOR DETERMINED NA NA AMERICAN WARMING BY ARCH. LE -31 PI INSECT SCREEN OUT51R IR ISxlB 250 NA ALUM DETERMINED NA NA AMERICAN WARMING BY ARCH. LE -31 WITH INSECT SCREEN ® OUTSIDE AIR L0WER bOxbO NA4 NA ALUM COLOR DETERMII D ` NA AMERICAN WARMING �� T�� LE -31 WITH INSECT SCREEN n m 6" P -14 (ABOVE)' P - I6 r ----- # P -20, i r 1 ! # # I I ! I 0 1 # 1 I # ! # I r i I 1 ! - -------------- 0 --------------- I # # I _ ____ ___ ________________ _____ j_____ ------------------------------ --------------- ------------- L----------------------------- ELEC. DIST. W. 1 s 138 I TELE / COM ROOM 2 ! 1 I # ME 131 PRE551,11RE R VWI% ' P -20 128 STATION! 6" P -20 I 2" V. 4 WGO 2 V:- L � �♦ FAY 3 , � -------- ., �. ----- _.,� 4 P -18 ° P -13 i I 4 I (ABOVE) 3/4 HWRG -- P-q - - i FIRE RISER LEASE _ - -���, __ 2 ° 1 u - 4 - - -- I I 120 -- -- ,- - I f-4 SHIF'PIN53 __ - - -3/4 TEACHINlS LAB 3/4" 3/4° I/2" ��'' 2 " /4" ♦ ' 2 -I /2' 139 r ; ° j 148 p-14 F LEASE I P -11 ♦ , _ _ 2 _____ -- 2 4 2 WGO (A80 ' ^ - -- -- - - - - -- SERVER ROO(ABOVE) ' r 111 , (ABOVE.) 2' _ _ _ _ � -- - - - -- —� - - - - - —f - - ' 136 2-12 -�-� —1° I = �- -- --�� - --- -__- =1 ■__. 3/4 (AB " I 11 P -15 1 P O VE) i LEASE , d A MECH. ROOM ■ 2" VTR i i i (ABOVE) I O , � N , CIJSTODt L , ' 2 � , 1 � LEASE LEASE i 129 ' ` I 141 �4r 5 2r 140 2■ 2" 2 2 P -10 I' WGO 4 ° ° L as-2' P-4 ' ,' 1 r P -I P -12A .I-------- ��.../ - -� 2 — - -- -------- - - - - -- ■ 119 121 126 I C34j%wf;zG-1 I 1 _ P-4 4 I (ABOVE) 1 P( I/2 6 GOT6 6° 6" 6" ROO FROM i P -5 3/4" 3/4" r o Q - - - 3/4 3/4 a (ABOVE) Ir ABOV f/2° (E) I' ° I" I' 6" � 6r P -I6 (SEE SHEET P- , ( -- - -- -- -l� - `-1� - -- -- -- - -- -- -- --dam -- -- - -- -- 4 4° LEASE �- # , I- - P -21 -- P -12 r ( -5 6 8 _ # I - 1/2 3/4 4 - -___ -� x-3/4 LEASE 125 a CI 3/4 3/4 ' _ - (ABOVE) 3/4r P-6 �� F - - P -20 ' 122 - 3/4 - I LEASE • g I - I/2" ( 135 v i i WOMENS 2 � RES P TROOM 2 STAIR - - - ` 1� r STAIR ' , 130 1 I P-6 ®-9 s i 144 ( 1 , , 111 4 2■ ° 'p- P-4 - i r- = =� r P ■ 2 I 2 # l 2 P -2 lP -2 P -1 1■ P -I 3/4° I 151 � I 3I4 P -I ` I � 4 6' 2" _ 2° ,�- _ - CLASSROOM / C01MTER � 4 . ; ' I - - - - - -- - -- ----- - - - - -- - - -- --- - - - - -- ___ _ 1 _ __ - -- P-� ' 141 ♦ I r — _ 1 I � I � ■ I r i 1 2 -� 1 LEASE ' ill ® i e i+- 4" ' (PABO) `� I/2 I mo 124 ' ( [2 1 Fal o r 1 LEASE ' LEASE COQ. ROOM # IL--- L - - - -_ � 1 1 CCU. ROOM ` 2■ I 123 � A T 132 133 i ,----- _T__ - -_-0 1 146 3/4-4 , , , ------- fl , ' , I —�? it - - - -- ----- A I � 22 `1 6" i Ir - - - -- - - - -- " P -Iq , I# _- __- � INN. ELEV. qq'-O" " - - -- - INV. ELEV. qq' -0° P -la L ------ vES . q ■ HALLWAY I i -_ _ , I HALLWAY 4" 115 116 i ! ; 4 0 151 4° VEST. � I 152 I _ J ._ LEASE r ` # ! ' 114 I I , LEASE 4" 6 >- I o 1 , ® L--------- - - - --� � 1 I LEASE I 153 P -14 N �- 4 (ABOVE) P -15 LEASE LEASE A LEASE i COPT /WORK ; 166 LEASE ' LEASE LEASE r 4 (ABOVE) 112 108 I � 106 , 103 LOBBY I � 163 P I � 158 156 -' � -15 �—� -'m` ' 100 4 r (ABOVE) (ABBE) 3/4 °- o I 102 ' ' 3/4' ' EL TOR I ' LEASE LEASE LEASE ( LEASE i i I 165 LEASE I LEASE LEASE Ill 6, 162 ' 159 154 ELEV. E9JIP. 6" I 101 ! 1 I , , 1 I I ' 6■ i © i 4" COT6 I 1 4 INV. ELE q5' -10' LEASE LEASE i I LEASE LEASE 3/4" 4 110 , 104 i E I 160 6" ROL FROM ABOVE ❑ 4 - Fu ,� P -20 P -20 ' t # 1 # V TO P-q MEGH. RM. ; ❑ 2° P - ■ 2 WCO ° 2 ° r r 4 2 WO 1 p.q I I — —� - - - -- -- - T 2" �I� a-�-3■ CJHOIUE # ! — I P-6 MEN'S # 2 . p � 3■ 135 j i WOMENS+ -4` ' 2■ IRESTROCM p.q I 1 r 145 ► # _� v'--'- -+� t 1 5GALE: 1 /8" = V -0" 5GALE: 1 /8" = 1'-0" N i� ` 4 s 9' 1 AN N OTES : GONNE-GT NEW 4" WASTE PIPING TO EXISTING 5EWER MAIN LOGATED IN STREET. SEE 51TE PLAN FOR CONTINUATION OF PIPING. a GONN EGT NEW 6' WATER MAIN TO EXISTIN6 WATER MAIN LOGATED IN STREET. SEE SITE PLAN FOR GONTINUATION OF WATER PIPING. O RI5E 6° WATER MAIN UP IN MEGH. ROOM TO SERVE FIRE R15M AND DOME5TIG WATER NEEDS. SEE FIRE R15M DETAIL AND PRE55WE REDUCING STATION DETAIL ON SHEET P3. OISOLATION BALL VALVE FOR WINTER DRAINING. O5 FOR CONTINUATION OF PIPING SEE TOILET ROOM AREA WASTE AND VENT PIPING PLAN THIS SHEET. O6 b" ROL AND 6" RDO LINES FROM ABOVE. SEE SHEET P -2 FOR CONTINUATION OF PIPING. O DROP 6' ROL PIPING DOM IN GHASE AND MOM 5LAB AS 514". SEE SITE PLAN FOR GMINUA11ON OF PIPING. O DROP 6' ROO LINE DOWN FROM GEILIN6 5PAGE IN GHA5E TO SCUPPER A5 94". KURT A. KAR' t Stote of Idaho ENGINEERED O PROF ESA ASSOCIATES C-2 G 1 F 315 WEST CENTER Ile POCATELLO, IDAHO � 83204 PHONE: (208) 233 -0501 F OF R D. R�G� FAX: (208) 233 -0529 Mar 14,200b ESA im Numm: 05026 , KURT A. KAR' t Stote of Idaho m g Ile � S w s� A � P -14 (C0VER5 100 50. FT BRUCE'S OFFICE 204 HALLWAY 208 i I 10 I "EN's OFFICE 202 1 " SUPPORT SERVIC 2 203 � I/2" GW s 2' G Ufa TO REFR. ' DN. IN WAS' 2" WG0 N 2" G UP 2' WCO ( oo 1 u r{ -qC -- - - - - - -- e 2' u -- - -- - - - - -- - - -- P -11 u r { P -18y P 4 2' - - - -- t r P - 15 �-- r u -- { VE i 2r O P -15 + + 205 " STORAGSE 2 OFFIC 215 4' 201 4' WCO 2" WD i 24 �-- � -- 4 2r ' I -I/2 P -1 txuo— 4" VTR ACCOUNTING i " 2r 209 RECEPTION ` -- �2r - -- 210 4' 4' Li 21 � i a H ALLWA Y 4" E I 1 212 g t PROGRAMMING 4r 223 EASE P -14 L ( ABOVE) t � F23-0-1 r 0 0 114CE M YRON'S OFFIC LEASE F 2 - 22 - 1 I r 224 1 229 DEM AREA CONE. / MEETING CENTER 201 r s r s i s { s s { s s s r s s r i LEASE 234 i { r i r s s r LEASE i 233 { (ABOVE) 2" V. DOWN 4 2'. 4 :iii. . C " ,� , LEASE - - - -- il�c LEASE 236 LEASE 231 2 VTR LEASE 238 Rt UP FROM BELOW �01? UNIT5 ABOVE I HALLWAY 239 I � N P -14 'ABOVE III= r � 1 r r HALLWAY DN. ' _ 2.�` 252•.. ..._ I IN-oft P -14A LEASE 241 LEASE 242 LEASE 243 LEASE 244 LEASE 2 ,� P -15 O P -14 0 00 50. FT - - - - - - P -15 O PLAN NOTES: 1 OI DROP 6' ROL 4 6' ROO LINES DOWN NEXT TO COUHN IN RW -OUT TO FIRST LEVEL. CEILING CEILING SPACE. 5EE % EET PI FOR CONTINUATION OF PIPING. �2 CONNE-GT 1/2' CA PIPING TO REFRIGERATOR WITH BALL TYPE %W -OFF VALVE. LEASE LEASE LEASE F2 5 I mASSOCIATES 250 261 (ABOVE) 315 WEST CENTER POCATELLO, IDAHO . 83204 P -14 F 4 , FAX: (208) 233 -0529 (ABOVE) Mar 14, 200b ESA m Numm: 05026 , r LEASE LEASE LEASE 260 254 �' 249 I LEASE 241 LEASE 242 LEASE 243 LEASE 244 LEASE 2 ,� P -15 O P -14 0 00 50. FT - - - - - - P -15 O PLAN NOTES: 1 OI DROP 6' ROL 4 6' ROO LINES DOWN NEXT TO COUHN IN RW -OUT TO FIRST LEVEL. CEILING CEILING SPACE. 5EE % EET PI FOR CONTINUATION OF PIPING. �2 CONNE-GT 1/2' CA PIPING TO REFRIGERATOR WITH BALL TYPE %W -OFF VALVE. Registered Architect No. AR 1405 1 KURT A. KARST ENGINEERED PRA I mASSOCIATES G� F 315 WEST CENTER POCATELLO, IDAHO . 83204 PHONE: (208) 233 -0501 F OF D. RiG� FAX: (208) 233 -0529 Mar 14, 200b ESA m Numm: 05026 , Registered Architect No. AR 1405 1 KURT A. KARST ry d_= P k a .- -------------------- - - - - -- --------------- -------------- 5GALE: 1/8" = 1'-0" 56ALE: 1/6" = I'-0" O GAS METER BY LOCAL GA5 COMPANY SIZED FOR 2,240p00 BTU. O RUN 3" GAS MAIN UP IN EXTERIOR WALL TO GEILING SPACE OF GRADE LEVEL AND RUN TO MEGH. ROOM EQUIPMENT AS SHOW U3 RISE 2" GAS PIPING UP IN WALL TO ROOF LEVEL TO SERVE ROOFTOP UNITS ABOVE. SEE SHEET P2 FOR GA5 PIPING LOCATED IN CEILING SPACE OF SECOND LEVEL. O RISE 1 -1/2" GAS PIPING UP IN WALL TO ROOF LEVEL TO SERVE ROOFTOP UNITS ABOVE. SEE SHEET P2 FOR GA5 PIPING LOCATED IN GEILING SPACE OF SECOND LEVEL. �5 RUN 6A5 PIPING ACROSS ROOF AS %NOVA TO SERVE ROOFTOP UNITS. SUPPORT 6A5 PIPING USING ERICO PIPE PIER SUPPORTS AT 10' -0" ON CENTER INTERVALS. PRO �A GIN ZrF� s`�o CD W cn 6159 z g F OF D. R�G� ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 sA ,m Nummt: 05026 Registered Architect No. AR 1405 KURT A. KAR T State of Idaho w to ITEM DE5GRIPTION I CHECK VALVE 2 RETARDIN6 CHAMBER DRAIN 3 BALL DRIP 4 SIAMESE F.D. CONNEGTION 5 RETARDING CHAMBER 6 SPLASH BLOCK 1 PRE55LRE 5WITCH � 8 PRESSURE GAUGE (2 REQ'D) q BLDG. EXTERIOR WALL 10 DOUBLE CHECK II FLOW ALARM 5HITCH 12 ELECTRIC BELL 13 THRUST BLOCK 14 2' SPACE - CAULK WATER -TIGHT 15 NET WIPE ALARM VALVE 16 MAIN DRAIN VALVE 11 ALARM TEST VALVE 18 MAIN DRAIN Iq ANCHOR AT FLOOR OR WALL PENETRATION 20 SHUT -OFF VALVE WITH TAMPER SWITCH 21 2 -1/2" DOME5TIG WATER SEE PRV DETAIL ALL PIPING TH15 DETAIL TO BE INSTALLED BY FIRE SPRINKLER CONTRACTOR UNLESS NOTED. SEE ELECTRICAL PLANS FOR CONNECTION TO ELEGTRIGAI. DEVICE. COORDINATE WITH ELECTRICAL CONTRACTOR. BALANCE OF PIPING SAME AS CLEANOUT` TO GRADE. GOLD WATER LINE • r • ��ill �- �iii� CHROME WALL COVER 1 1 � MAY EXTEND AS A AND SCREW -\ 1 1 -.,r,- HASTE OR VENT — C.i. WASTE LINE. LENGTH TO SUIT. WASTE LINE — NAIL PLUGGED TEE WITH GLEANOUT l FLOOR LINE ..:.:. .::....:. 1/8 G.I. BEND liv LX-I.v it �u:ANOUT OCCURS AT END OF LINE. COMBINATION PRESSURE REDUCING �_.-- 2 -1/2' TO FIXTURES VALVE AND STRAINER. SET 015CRARC-E AT 50 P516 ' SEE FIRE RISER (-�— R15E 2 -1/2" TO DIAGRAM FOR REDUCED PRE55L RE GEILIN6 SPACE CONTINUATION BAGKFLOH PREVENTER TRERICE 3-1/2' H - NO.800, RANGE 2 -1/2" DONE51I6 I 0-TO -100 PSI TYPICAL , BALL VALVE UNION (TYPICAL) EXT WALL ( - - - - ' DIRT LEG ' REDUCED GRADE BAGKFLOW PREVENTER 2 -I/2" BY -PASS L 3/4' DRAIN VALVE GAP" I---- I -I/2' CA LINE OUT FOR 7 / I _ - � SPRINKLER SYSTEM BY SITE UTILITIES BY PLUMBING CONTRACTOR GONTRAGTOR NO 5GALE HOT WATER LINE DIELECTRIC UNION (TYP) PIPE FULL 51ZE TO 5". DRAIN VALVE W/ THREADED H05E CONNECTION -i P -12 GLEAN OUT DETAILS NO xn� STRAINER ADJUST TO FIN15H FLOOR LEVEL TILE AND GROUT -` J. r- - 2" WASTE LINE TO HASTE AND VENT RDL CLAMP SYSTEM 2" DEEP SEAL, P -TRAP OVERFLOW LINE NO 5GALE 1moOfc D N DETA I L NO 5GALE HOT WATER REGIRC 3/4' DRAIN VALVE -- --1' -0' MINIMUM CLEARANCE r- OPERATING THERM05TAT AQUA5TAT 5ET AT 120'F RECIRCULATING PUMP P -12A BALL VALVE (TYP) TdP RELIEF VALVE SIZED TO MATCH WATER HEATER AMTROL 5T - -5 EXPANSION TANK WATER HEATER ANCHOR 1 I N6 LE6END 5YMWL DESGRIPTION V VENT VTR VENT THRU ROOF GO GLEANOUT NCO KALL GLEANOU ' C10% GLEANOUT TO GRADE G PIPE DROP ter-- PIPE RISE `t BALL VALVE 4i$ - - - - -- SOIL OR HASTE PIPING -- ------ - - - - -- VENT LINE PIPING - - DOMESTIC COLD HATER PIPING — - - - - — DOMESTIC HOT HATER PIPING - - - HOT HATER REGIRG. PIPING G GAS PIPING GD CONDENSATE DRAIN LINE r SCHEDULE 5YR DE HOT GOLD YWA5TE VENT P -1 ADA FLUSH VALVE WATER CLOSET - KOHLER — is 4" 2" K-4368 "HIGHCLIFF" WITH ELONGATED BONL, K -4610G MITE OPEN FRONT SEAT, SLOAN `t ROYAL OPTIMA BATTERY PONEI2ED SENSOR FLUSH VALVE AND CHINA BOLT GAPS P FLUSH VALVE WATER CLOSET - KOHLER --- IN 4" 2' MODEL K-4350 'NELLCOMME' H/ ELONGATED BOYS.,, K-4610--C WHITE OPEN FRONT SEAT, 5LOAN ROYAL OPTIMA BATTERY PONERED SENSOR FLUSH VALVE AND CHINA BOLT GAPS. P -3 626 WALL MOUNTED URINAL - KOHLER -- 3/4" 2' 2" K- 4160 -ET 'BARDON" W/ SLOAN ROYAL OPTIMA BATTERY OPERATED FLUSH VALVE AND WALL CARRIER. MOUNT AT HANDICAPPED LEVEL. P-4 HANDICAPPED CQUNTERTOP LAVATORY- 1/2" 1/2" 1 -1/2' 1 -1/2" KOHLER K- 2805 -4 'FARMINGTON" W/, K -13885 OFFSET DRAIN, K- 155412 -5 FAUGET,1/2" BALL 5TOP5 d 1 -1/2" P -TRAP. INSULATE EXPOSED DRAIN, TRAP 4 HN SUPPLY PIPING UNDER 51NK. P-5 GOUNIM10P LAVATORY- 1/2" 1/2" 1 -1/2" 1 -1/2' KOHLER K- 2805 -4 'FARMINGTON" W!, K -1115 STRAINER, K- 15582 -5 FAUGET,1 /2" BALL STOP VALVES t 1 -1/2" P -TRAP. P$ WALL MOUNTED ADA LAVATORY - KOHLER 1/2" 1/2' 1-1/2' 1-1/2' K -2032 "GREENWICH' Hl K -13885 OFFSET DRAIN, K -155412 LEVER HANDLE FAUGET,1 -1/2" P -TRAP AND 1/2' STOP VALVES. INSULATE DRAIN AND HOT WATER SUPPLY UNDER, SINK. MOUNT SINK AT HANDICAPPED LEVEL. P -1 ADA WALL SHONER - KOHLER K -302K "TRITON" I/2" 112" --- - -- W/ 2- KT1226 5A WRIST BLADES. KOHLER K-g500 HAND SHOWER KIT WITH 60" 56. HOSE, 24' 5LIDEBAR, AND SOAP DISH. P -8 2' SHOWER DRAIN - ZURN Z-415 WITH 5'4) 2 . 2 8 NICKEL- BRONZE 'B' TYPE STRAINER AND 2' DEEP 5EAL P -TRAP. P-g 2' FLOOR DRAIN - ZURN Z-415 WITH 5 w 2" 2 " NIGKEL- BRONZE "B' TYPE STRAINER AND 2" DEEP 5EAL P -TRAP. P -10 TEACHING LAB 51W - KOHLER K -2032 I/2" I/2' 1-1/2' I -I/2' "GREENNIIGH" W/ K -13885 OFFSET DRAIN, K -2423 GOOSENECK FAUCET 4 LEVER HANDLE5,1 -1/2" P -TRAP AND 1/2" 5TOP5. P -II TEA �' LA13 51 - KOHLER K -2032 1/2" 1/2" 1 -1/2' 1 -1/2" "GREE WIGH' NV K -13885 OFFSET DRAIN, K -2423 6005ENECK FAUCET d LEVER HANDLE5, 1 -1/2" P -TRAP AND 1/2" 5TOP5. P -12 ELEC TRIC WATER HEATER- AD. SMITH MODEL is in EGRT -66 ELECTRIC WATER HEATER WITH 4500 WATT UPPER 4 LONER ELEMENTS. (18.8 AMPS EACH ® 24OV) AMTROL 5T -5 EXPANSION TANK, TdP VALVE. P 12A HOT WATER REGIRG. PIMP- BELL d C--1055M 3/4' - -- - -- - -- MODEL. LR -20BF ALL BRONZE PIMP (1/20 H.P) HAG WITH 3/4' FLANGE5. SEE DETAIL ON SHEET P3 P -13 4. ) 12RAIN - ZURN Z-415 WITH 8 "4 _ -- �- 4" 2' NICKEL BRONZE STRAINER AND 4" DEEP 5EAL P -TRAP. P -14 ROOF DRAIN -JAY R SMITH MODEL. 1010 51ZE — — 4' 4" WITH UNDERDEGK CLAMP AND 36' 5QUARE LEAD FLA5HIING. P -15 ROOF OVERF P AR N - JAY R SMITH -- --- 4' --- MODEL 1080 517E 4' WITH 2' H16H WATER DAM, UNDERDEGK CLAMP AND 36' SQUARE LEAD FLASHING. P -16 RF DRAIN SCUPPER -JAY R SMITH MODEL --- --- b' --- 1710 SIZE 6" WITH ROUGH BRONZE FINISH AND 6' DRAIN LINE CONNECTION. P -11 MEE TIN6 ROOM 51NK - ELKAY BLR -1516 WITH 1/2" 1/2' 1 -1/2" 1 -1/2" LK -35 DUO STRAINER, LK -4IbO LEVER HANDLE FAUGE ' WITH 5HIN6 5MM,1 /2' 5TOP5 AND 1 -1/2' P -TRAP. P - 18 VENDING ROOM 51NK - ELKAY MODEL LR -221q 1/2" 1/2" 1 -1/2" 1 -1/2' NU LK -4100 LEVER HANDLE FAUCET, LK -35 STRAINER, 1-1/2'P-TRAP AND 1/2' STOP VALVES. P -Iq ADA REFRIGERATED DRINKING FOUNTAIN - --- 1/2" 1 -1/2" 1 -1/2' ELKAY MODEL EZ588G WITH FRONT AND 51DE EASY TOUGH CONTROLS, FLEXI -GUARD BUBBLERS, 1/2 STOP VALVE AND 1 -1/2" P -TRAP. 120160/1. P -19A Al2A BI -LEVEL REFRIGERATED DRIWING — 1/2' 1 -1/2' 1 -1/2' FOUNTA - ELKAY MODEL EZ5TLbC WITH FRONT AND SIDE EASY TOUGH CONTROLS, FLEXI -GUARD BUBBLERS, 112 STOP VALVE AND 1 -1/2' P -TRAP. 120 160/7. P -20 EXTERIOR H05E BIBS - ZURN Z -1310 - -- 3/4' --- --- TGaOTROL' WITH REMOVABLE KEY, VACUUM BREAKER AND AUTOMATIC DRAIN. LENGTH TO SUIT WALL THICKNESS. P -21 FLOOR MOUNTED 5ERVIGE SINK - KOHLER MODEL K-6110 "NIHITBY' WITH K -84140 WIRE 1/2' 1/2' 2" 2" RIM GUARD, K -8828 WALL MOUNTED FAUCET A55EMBLY WITH 5'-0' RIBBER H05E AND WALL MOUNTED H05E CLIP, K-g147 DRAIN A55EMBLY WITH PERFORATED STRAINER AND 2" DEEP SEAL P -TRAP. NO 5GALE w FLOOR DRAIN BODY 31-00 IL 36" SQUARE ROOF DRAIN FLASHING RIDER ; . t :. y . . . , ...,. •.,� ::. j;, ''• Y' 51WA-E PLY ROOF MEMBRANE RIGID INSULATION Registered Architect No. AR 1405 KURT A. AR 1 T State of Idaho IL IA i W 0 `t 11 Y BARS: 7 #4 9' -6" LONG X2 BARS: 5 #4 4' -3" LONG X1 BARS: 8 #4 6' -0" LONG _I _ 1 --L_ _L___._ 3" CLEAR 1 1 I ! I ! f ! f I P ! I U BAR HIGH VOLT LOW VOLT ( ( I ! 1- T- _ - _ _ ; AREA i t 9A I l _ _ T- - -- 3' -0" 4 -0" 3 -0" 10' -0" 300 -500 SCALE: NTS TRANSFORMER #4 BARS ON CENTER U BAR 4 BAR); E y----------- - D ETAI L __.; i ►� r; 1 1/4 4#6 CU & 1 #8 CU GND 24" BELOW GRADE TO PANEL M 4 -4 "C W/ PULL ROPES, CONDUCTORS BY UP&L IN 30" DEEP TRENCH NEW EUSERC CABINET NEW PANEL M NEW DATA /COMM ROOM STUB CONDUITS UP IN ROOM, SEE ROOM PLAN DWG E1 M GENERATOR BLDG /_ �--- 2 -45' STEEL SWEEP ELBOW NEW PAD MOUNT- TRA70F SEE PAD DETAIL 4 EACH 48 ",1 STEEL $3 SWITCH AT +48" - NUMBER INDICATES SWITCH TYPE LETTER INDICATES FIXTURE SWITCHING $� SWITCH WITH OVERLOAD PROTECTION, MANUAL MOTOR SWITCH Q 11MECLOCK DISCONNECT SWITCH - POLES, AMPS, AND ENCLOSURES W [0 3P-- 3@A - 1 /39 F U SE F INDICATES FUSED WITH FUSE SIZE NOTED /30A TELEPHONE RECEPTACLE, AT +18 ", UNLESS OTHERWISE NOTED COMBINATION TELEPHONE/ DATA RECEPTACLE AT +18 ", UNLESS OTHERWISE NOTED EXISTING CONDUIT INTERRUPT CONDUIT TO INSTALL NEW FIXTURE INSTALL 2 #10 CU & 1 #10 CU GND FROM EXISTING POLE LIGHT - T THERMOSTAT, AT +60 ", UNLESS OTHERWISE NOTED MOTOR NUMBERS INDICATES HORSEPOWER F INDICATES FAN UJ JUNCTION BOX ELECTRICAL PANEL HOME RUN TO PANEL; ARROWS INDICATE THE NUMBER OF CIRCUITS, HASH MARKS INDICATE THE NUMBER OF #12 A -2,4 WIRE IN CONDUIT (ONLY SHOWN WHEN MORE THAN TWO), LETTER INDICATES THE PANEL NAME, NUMBERS INDICATE THE CIRCUIT NUMBERS GFI DUPLEX. RECEPTACLE AT +18 ", UNLESS OTHERWISE NOTED WP GFI - GROUND FAULT INTERRUPTER WP - WEATHER PROOF GFI DOUBLE DUPLEX RECEPTACLE AT +18 ", UNLESS OTHERWISE NOTED =0 WP GFI - GROUND FAULT INTERRUPTER WP - WEATHER PROOF a 30A, 250V SPECIAL PURPOSE RECEPTACLE ® 50A, 250V SPECIAL PURPOSE RECEPTACLE r. Cu) — 1. INSTALL RGS ELBOW ON ALL DATA /COM CONDUITS 2. COORDINATE WITH QWEST FOR ALL TERMINATION OF CONDUITS AT STREET. NOTES THIS DRAWING: 3. REMOVE 250WT HPS LAMP & BALLAST, INSTALL 250W MH LAMP & BALLAST IN EXISTING FIXTURE. FIELD VERIFY WATTAGE OF EXISTING LAMPS. 7 - 6 (W)I (W) (W) (W) <�) W tj _ — _ _ _ _ _ — IGAL SITE PLAN s g ELECTRICAL METER e MECHANICAL EQUIPMENT CALLOUT t NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT. ELECTRICAL LEGEND E WALL MOUNTED EXIT LIGHT; MOUNTED ABOVE DOOR f► WALL ( +84 ") OR CEILING MOUNTED EXIT LIGHT £ ARROWS ON PLAN INDICATE DIRECTIONAL ARROW ON LIGHT TO INDICATE THE DIRECTION TO NEAREST EXIT Ex REMOTE EMERGENCY LIGHT, CONNECTED TO EMERGENCY BATTERY �ffx EMERGENCY LIGHT, MOUNTED ON WALL AT +84" ®PC EXTERIOR WALL MOUNTED FIXTURE; PC = PHOTOCELL i— I.�\ FACTORY PROVIDED LIGHTING INTERCONNECT (MASTER /SATELITE) ELECTRIC UTILITY SECTIONALIZING CABINET 4 � 8 s g Q z w J t%. 2' X 4' FLUORESCENT LIGHT FIXTURE, LETTER DESIGNATES x FIXTURE TYPE AS SCHEDULED ON FIXTURE SCHEDULE ®x 1' X 4' FLUORESCENT LIGHT FIXTURE, LETTER DESIGNATES IDAHO FALLS, ID FIXTURE TYPE AS SCHEDULED ON FIXTURE SCHEDULE ®x 6" X 4' FLUORESCENT LIGHT FIXTURE, LETTER DESIGNATES (208) 5 -2864 FIXTURE TYPE AS SCHEDULED ON FIXTURE SCHEDULE ox INCANDESCENT FIXTURE, LETTER DESIGNATES FIXTURE TYPE AS SCHEDULED ON FIXTURE SCHEDULE Ox RECESSED FIXTURE, LETTER DESIGNATES FIXTURE TYPE AS SCHEDULED ON FIXTURE SCHEDULE E WALL MOUNTED EXIT LIGHT; MOUNTED ABOVE DOOR f► WALL ( +84 ") OR CEILING MOUNTED EXIT LIGHT £ ARROWS ON PLAN INDICATE DIRECTIONAL ARROW ON LIGHT TO INDICATE THE DIRECTION TO NEAREST EXIT Ex REMOTE EMERGENCY LIGHT, CONNECTED TO EMERGENCY BATTERY �ffx EMERGENCY LIGHT, MOUNTED ON WALL AT +84" ®PC EXTERIOR WALL MOUNTED FIXTURE; PC = PHOTOCELL i— I.�\ FACTORY PROVIDED LIGHTING INTERCONNECT (MASTER /SATELITE) ELECTRIC UTILITY SECTIONALIZING CABINET 4 � 8 s g Q z w J t%. 49 �o Z ~ fir c t Cc !�10 cc oc a�aa ©� 10 J brlxdtey, CEO PROF en 2 neem?ng chartered T ' 382 WALNUT AVENUE IDAHO FALLS, ID a I 83402 (208 523 N -2862 U � N. 8RPq (208) 5 -2864 JOB NUMBER: 05 -40 49 �o Z ~ fir c t Cc !�10 cc oc a�aa ©� 10 J O L � O U � 0 a L 0- N .,� U LU -� U �a LU 49 �o Z ~ fir c t Cc !�10 cc oc a�aa ©� 10 J I 04 1 11 l m inrL n A ni►irr TO Bi PACK P� Pi UP Tt LIGHT TO Bi PACK NIGHT ALWA' DO NI I I i TING PLAN s -- -- - �� -- - -- - - - - -- - E . 1 . 1 . aL------------ - -�l —J I 1 4 j s s ;IRCUIT A -22 HRU T1MER N TO W BATTERY CK ,HT LIGHT NAYS ON NOT SWITCH ol bradley, Q ED PROY� IN ss+ en i ne emng � ch artered L Q 382 WALNUT AVENUE J IDAHO FALLS, ID # 83402 (t _' TE LEPHONE: 862 ( 208 L� N. BRP� FAX: (208) 523 - 2864 JOB NUMBER: 05 -40 wo o C14 I O d- Lo 0 a z w J u- Rpistwod Amhited I o.AR1405 KURT A. KARSj Stet. of kfaho z O 8 cc � � a L Q O J Q� d' U d O O } Q n Q ) 0 7 (L ( 11 OL U " LL.I U Ca LLI z O d cc � � a 0 J 0 iii �.�' , �S :Y ♦ . � 4 � r� .- �■ i � „ �.,��.. � w ��' � - � W %��►i ■- i - - -- rte! � � ,;. � � � �i.�a.. -. ... . ji��►'1� ■r ��� � � • t� c �y � - -- ,'. KIM AM 11 / Lill Us "MR IeE .. � . � • `� = � • il�� ���� � . • � � .. � r�i. --� . ,„•�� . � , .rrr rrrrrl , rrrra " - I Q - �.■ Us A IF W Wid ... -... rd Two rl �� � �■w �i . _..__ MA RA �►.� s /►�► _� �... 1.r�.rA3� ► 6. WA �' � � � � irk ,�,� ,- ;:.:....� ■ri � � ��� � � ��' _ '; , . • ' ' [ice � �� � ,n � r�� . J j NMI ;.�►A ■ ■ 'JAI • i,it� ■® a�r1 ■ ■ Wig fee - w IRS sm ' � � . n . � .: • ' d •. , .I� �r.r..� �tw+a`..m'.. .• rte.. . • �� oii Iffm , Li ,�,�. ' . tom !'��1► � (ri� •� /�► ��, . • �►�� , �Ir �■� 1 �� /i► 1 ,K) �� l'` • , ! .�r►�` ■ +�■� . v .' ��� ter• , ~ --� � -� .r.r■ •r Cis , . �" , �� �' .. - �I ' z t ` __ -_ � ������ ■� MINN w ►:_,r co co ° a 19 ci .j ..j IL Q .!1 Z to J FIXTURE SCHEDULE SYMBOL MANUFACTURER FIXT WATTS LAMP TYPE MOUNTING REMARKS NAME CAT. NO. � LITHONIA 2RT5- 28T5-M VOLT- GEB92S- LPM835P-PWS1 846 60 F28T -5 RECESSED 2' X 4' VOLUMETRIC RECESSED TROFFER A METALUX 2AC- 228T5- UNV- EBT1.90SD- A3/8 -3/12G a� �N r O 2 LAMP, MULTI VOLTAGE 50% DIMMING 10% THD BALLAST �Q 6' - 4 CONDUCTOR PREWIRE Lu Q) LITHONIA LF6 -2 26DTT- 120- GEB10 -F6B3 -TRW 52 2 -26DTT RECESSED 120V CAN 6 7/8" OPENING B LIGHTOLIER 1105T- 1102T26U BLACK BAFFLE PORTFOLIO PD6 H226E - 6HBB U _ 2 TUBE 10% THD LITHONIA 2SP8G- 232 -Al2- 120- GE8101S 62 F32T -8 RECESSED 120V C LIGHTOLIER SPS2GFSVI232- 120 -HI w 2 LAMP METALUX 2GC8 -232A- 120 -TEB81 10% THD LITHONIA 2SP8G- 232 -Al2- 120- GE8101S 62 F32T -8 RECESSED 120V WITH EM BATTERY PACK C 1 LIGHTOLIER SPS2GFSVI232- 120 -HI 2 LAMP METALUX 2GC8 -232A- 120 -TEB81 10% THD _ LITHONIA WS- 2- 32 - All 2- 120- GEB101S 62 F32T -8 WALL 120V WALL MOUNTED LIGHTOLIER LW8232- 120 -HI 2 LAMP METALUX BE- 232- 12OV -TE881 10% THD LITHONIA LESWIG -120 277 -ELN i LED WALL BATTERY BACKED �C LIGHTOLIER LDN1 GW ABOV EXIT 120V SURE -LITES CX- 7170 -GWH DOOR LED LIGHTS LITHONIA ELM2 1 INC WALL BATTERY BACKED LIGHTOLIER Ell 12LT6W +84" EMERGENCY SURE -LITES CC -3 -WH 120V LITHONIA ELT- 125— RO —AM —VM 16 HALOGEN WALL 125 WATT EMERGENCY LIGHT POWER F1 SURELITES HR180— A —V —W /O HEADS +84" UNIT FOR REMOTE HEAD 120V STEP DOWN TO 12V LITHONIA ELA- B- NX -N1212 8 HALOGEN WALL REMOTE HEAD, EXTERIOR F2 SURELITES 12T12WWH +84" EMERGENCY LIGHT CHLORIDE ZQ CSMP1 12V, 12W SEALED & GASKETED LITHONIA LB- 232 - 120- GEB101S 62 F32T -8 SURFACE 120V LIGHTOLIER JS4A232- 120 -HI WRAP, 2 LAMP 10" WIDE METALUX WS -232 - 120 -TEB81 10% THD LITHONIA W -2 -32- 120- GEB101S -MW 62 F32T. -8 WALL 120V WALL BRACKET UP AND DOWN LIGHT H METALUX BAU -2 -32- 120 -TEB8 +96" 2 LAMP LIGHTOLIER LWBX232120H1* 10% THD W EM BATTERY PACK LITHONIA CRW7- 232- WHR -8FT R8- 120- GEB10 -LP735 124 F32T -8 WALL 120V, INDIRECT WALL MOUNT I LIGHTOLIER LPW- 2T8 -8 -HI -120 +96" PERFORATED METAL CORELITE AW-SP-2T8-1 C-1 20-SU-WA-08' 10% THD, 8 FOOT VISA CP3024- QS- 8QF26(120V) -PB 117 3439 PENDANT 120V J 3500% 24" BOWL 3F -39 LAMPS 10% ELECTRONIC BALLASTS VISA CB3014- QS- 2F13- 12OV -PB 13 F13 WALL 120V QUICK SHIP K _ +96" WALL SCONCE POLISHED BRASS VISA CP3022- QS- 8F13(120) -PB 104 F13 PENDANT 120V, QUICK SHIP L 30" BOWEL 8F13 LAMPS POLISHED BRASS LITHONIA C -2 -32- 120- GEB101S 62 F32T -8 SURFACE 120V M LIGHTOLIER SW4S232HPF- 120 -HI STRIP, 4 FT. 2 LAMP METALUX SS- 232 - 120 -TEB81 10% THD LITHONIA LGHZ- 100M- 9RW -FFL -120 130 MH RECESSED 120V CAN 9" OPENING, 100 WATT METAL HAILDE N KIRLIN HRR -06071 REGRESSED WHITE DOOR PORTFOLIO M6043S- 740- 10002P FLAT FRESNEL LENS, 10 %THD VISA OW1474 -1 H175- 12OV -DBZ 213 175 AS NOTED 120V, 175 WATT METAL HALIDE 0 MH ON PLANS UP /DOWN LIGHT REMOTE BALLAST, COLOR PER ARCHITECT LITHONIA LP6 - 6L4 75 A - 19 RECESSED 120V CAN 6 - 7 8" OPENING P LIGHTOLIER 1178LX- 10041C SHOWER LIGHT HALO H7T -71PS WHITE SPLAY GLASS LENS LITHONIA KKS 40OS —R5S -277 297 250 POLE PARKING LOT LIGHT ON 25' SQUARE STEEL POLE Q MCGRAW— EDISON GSM —SM2- 250 —MH- 120- 3F —FG —BZ MH AT 25' -0" 120V, 250 WATT MH LAMP EXCELINE VLT- 25- 3 -MH —SL -120 DARK BRONZE FINISH LITHONIA AS2- 25OM -SR3 -120 —SPA 297 250W POLE PARKING LOT LIGHT ON 25' SQUARE STEEL POLE R MCGRAW—EDISON GSM—AM-250—MH-1 20 3F — FG — BZ MH AT 25' -0" 120V, 250 WATT MH LAMP EXCELINE SMR- 25 -3 —MH -120 DARK BRONZE FINISH S +108" COLOR PER ARCHITECT GENERATOR BLDG FLOOR PLAN BEVEL ALL OUTSIDE CORNERS LINE OF FINISH GRADE ANCHOR BOLTS TO SUIT POLES -Y4 PVC CONDUIT CONDUCTORS AS SHOWN ON PLAN 4 #5 REBARS WITH #2 TIES — CONCRETE BASE BY ELECTRICAL CONTRACTOR r° 1111'1( a ' 11- - 1111 -�r11 t Z I I• I I I I' �'I I I I � .I rl I�: 1111 Il. •IL1r.�1.1 .. :11 N 'll •1111 - 111 -Ir 'I I.lii'' I H II ` j 1 M• L.: 1 1, I 24" a POLE BASE DETA SCALE: NTS NOTES THIS DRAWING: TIC 1. LIGHTING CONTACTORS SHALL BE 8 POLE WITH 277 VOLT COIL AND NEMA 1 ENCLOSURE. CONTACTORS SHALL BE SQUARE D LF80 -VO4 POWER COIL FROM 1ST CIRCUIT. M I 0 Lo a z w J u- bradtey, engg2ne er�ng chartered 382 WALNUT AVENUE IDAHO FALLS, ID 83402 LEPHONE: (208 523 -2862 FAX: (208) 523 - 2864 JOB NUMBER: 05 -40 3KW UNIT HEATER 20A, 1 BOLTED BASE WITH BOLT COVER SET BASE 8" ABOVE GRASS LEVEL AT FINISH OF CONSTRUCTION 77 0 ru o �o � v o � • `a U �[ C W 4c a� a� �N r O O �Q Lu Q) U7 :: 3 OL 0 � Q) ca U _ U w 77 .,� 2 -3 1 /2 "C 4 -350 KCMIL & 1 #3 CU GND, 24" BELOW ''L 1 1/4 4#6 CU GRADE TO STANDBY POWER & 1 #8 TO PANEL M SERVICE DISCONNECT 24" BELOW GRADE ru o �o • `a co � C W 4c �N r J .,� 2 -3 1 /2 "C 4 -350 KCMIL & 1 #3 CU GND, 24" BELOW ''L 1 1/4 4#6 CU GRADE TO STANDBY POWER & 1 #8 TO PANEL M SERVICE DISCONNECT 24" BELOW GRADE 0 a (0 I i i i i i wP GR i i i SEE ENLARGED POI ER ( -- �,W PLAN THIS AREA ON }} ! DWG E11 EUS RC CI�BINET I I f { i ! PANEL M I ! - ANEL -SM J!J I. Z_ i TEL � ROOM I PANEL R ` { .a ---- -- ELEC. Vast. W 1 PANEL S! ( I { I FAKE HEAD WALL - TYPIC� L{ I `- -PANEL SV W , r-" rn� I SEE ARCHITECTURAL DETAI I Alk FIX X- I%_ -------------- 0 LEVEL POWER PLAN ` ' ■I' -�" ! s 9 ( - 2, ELEVATOR EQUIPMENT ROOM SCALE: NTS (TYP ROOM LIGHT /POWER LAYOUT) ELEVATOR POWER _ DISCONNECT —� ELEVATOR LIGHT DISCONNECT ELEVATOR TELEPHONE ;Y4 "C TO TELEPHONE BOARD i i i i i i i EQU J268V 25HP 10 M -13,1 0&2P CB SHUNT TRIP CB 2_30 -1 D 21 ELEVATOR EQUIPMENT POWER ROOM SCALE: Nn ELEVATOR PIT LIGHT CROUSE -HINDS VXH815 W/ GLOBE & GUARD & 150WT LAMP OR APPROVED EQUAL ELEVATOR PIT POWER PLAN SCALE: rvrs w I 0 mt- to cl 2 z J bradley, s en g 2 ne a mng d i chartere a e� { IDAHO FALLS, ID t Wt' I i i i i i wP GR i i i SEE ENLARGED POI ER ( -- �,W PLAN THIS AREA ON }} ! DWG E11 EUS RC CI�BINET I I f { i ! PANEL M I ! - ANEL -SM J!J I. Z_ i TEL � ROOM I PANEL R ` { .a ---- -- ELEC. Vast. W 1 PANEL S! ( I { I FAKE HEAD WALL - TYPIC� L{ I `- -PANEL SV W , r-" rn� I SEE ARCHITECTURAL DETAI I Alk FIX X- I%_ -------------- 0 LEVEL POWER PLAN ` ' ■I' -�" ! s 9 ( - 2, ELEVATOR EQUIPMENT ROOM SCALE: NTS (TYP ROOM LIGHT /POWER LAYOUT) ELEVATOR POWER _ DISCONNECT —� ELEVATOR LIGHT DISCONNECT ELEVATOR TELEPHONE ;Y4 "C TO TELEPHONE BOARD i i i i i i i EQU J268V 25HP 10 M -13,1 0&2P CB SHUNT TRIP CB 2_30 -1 D 21 ELEVATOR EQUIPMENT POWER ROOM SCALE: Nn ELEVATOR PIT LIGHT CROUSE -HINDS VXH815 W/ GLOBE & GUARD & 150WT LAMP OR APPROVED EQUAL ELEVATOR PIT POWER PLAN SCALE: rvrs w I 0 mt- to cl 2 z J i i Gn { 0 { { i i bradley, CEO PRp�F '��' I fV ` en g 2 ne a mng d �G F chartere a 382 WALNUT AVENUE N <N IDAHO FALLS, ID _ # B,p�F�j 83402 (2081 523- -2862 e tc, N. gEtPO FAX: waa (208) 523 -2864 JOB NUMBER: 05 -40 i i Gn { 0 { { i i N 0 T runo oC z ca p �p a a N <N cc cc 4 iA U � waa ©� 0 N .r J O � Q) Q Lu o N Q (a —a O ca u U uj N T runo oC z p �p a Cc N <N cc cc 4 iA waa ©� 0 N .r J 0 0 -- - a VEL POWER PLAN 11 ii NOTES THIS DRAWING: 7. CONTRACTOR SHALL INSTALL 3 1/2" CONDUIT PER SIDE FROM ROOF TO TELEPHONE /DATA ROOM FOR ANTENNAE LOADS FROM ROOF MOUNTED ANTENNAE. 4 s 5 i O X i w 0 d' 0 a Z J opl- brad t e y RED P F s enyineemng ,�����► chartered L � 382 WALNUT AVENUE IDAHO FALLS, ID # 83487 6, t0 � LEPHONE: (2081 523 -2862 N. 13?- FAX: (208) 523 --2864 c a cc JOB NUMBER: 05 -40 M9— . �. 2m2 PROJECTIg4 S�2EEN C LEASE C z3r, Stmt sE11A S 3 -7,9 S143— , + f1 —p� 3,5 7 car. i M CENTER I L1 EME z53 SM3 -15,17 SM3 -r1L _ I 2 30 2 oV — . _ _ - _ _ : i IN CLI . _ — RA GEIC I I ( I - C +4 + 4 — t 4 4 ' n i. J I ('' -13 �C 1 3 CU C M tw � -� 421 !i & � #6 I U GND ( PROJECTOR i 1 C � ' C 2 C , , L i �.- II I . I i � 151719 EASE Li 42I it I r_ z G (' C 231 Rsptshrod Archtleat lIo.AR1 A05 KURT A. KARS sfa►* of wales O I-mv In a it L � O 0 4 U 'Q c a cc ... O O - 2a ) Q o � J 1 2 1 Ir O � L U �a n3 Iu.t I-mv In a it a 0 4 c a cc ... J etc @W ** J #6 CU GND AT CEILING (TYP OF 4 S SV- 13,15,17 S 7,9,11 11- SV-1,3,5 C" 10 r- 9 U-) 8 M 7 6 m 5 r- 4 u") 3 M 2 1 M M M M M c N N N N c cn c cn cn U) cn cn n RACK # SV -39 SV- 33,35,37 I S� 27 29,31 SV- 21,23,25 I RACK #1 PANEL SV #1/0 CU GND TO SERVICE GROUND #1/0 CU GND AT CEILING INSTALL OUTLET BOX AT CEILING (TYP) #1/0 CU GND AT CEILING 10 10 9 7 8 5 7 4 6 2 5 1 1 4 00 3 � 2 1 m r- u') M N N aJS m LLI 4) 00 00 c4 d N N M M M M M L N Lu vl cn N cn cn cn cn cn cn cn cn J J L 5 . J J J J J cn J cn cn cn cn cn cn cn cn J J J J J J J J S SV- 13,15,17 S 7,9,11 11- SV-1,3,5 C" 10 r- 9 U-) 8 M 7 6 m 5 r- 4 u") 3 M 2 1 M M M M M c N N N N c cn c cn cn U) cn cn n RACK # SV -39 SV- 33,35,37 I S� 27 29,31 SV- 21,23,25 I RACK #1 PANEL SV #1/0 CU GND TO SERVICE GROUND #1/0 CU GND AT CEILING INSTALL OUTLET BOX AT CEILING (TYP) #1/0 CU GND AT CEILING 10 9 8 7 6 5 7 4 3 2 5 1 1 CS) 00 3 � 2 N m 00 to � N N aJS m LLI 4) 00 00 c4 d N N M M M M M L N Lu vl cn N cn cn cn cn cn cn cn cn J J J J J J J J J SV -20 ti SV- 14,16,18 SV 8,10,12 SV 2,4,6 �SV-41 — SV- 34,36,38 I ~ S�- 28,30,32 I RACK #3 RACK #4 sv- 22,24,26 #1/0 CU GND AT CEILING CADWELD TAP (TYP) SERVER ROOM a TELEPHONE 5ERVICE RISER S .&r;- NT$ AN 8' X 8' X 3/4" PLYWOOD PAINTED 2 COATS FIRE RETARDENT PAINT (GRAY) (4' X 8' BOARD SIMILAR) .`l$TlliT 8FT x 8FT TELEPHONE BACKBOARD -- - � 8FT x 8FT TELEPHONE BACKBOARD SM -2 TELE COM ROOM D SM2 -2,4,6 SM2 -42 49 1 8FT x 8FT TELEPHONE BACKBOARD 1.1 W 0 Lij a z u- bradtey, PI FS engine emng c 382 WALNUT AVENUE IDAHO FALLS, ID Z 83402 LEPHONE: (2 523-2862 523 -2862 N. BR (208) 523 -2864 JOB NUMBER: 05 -40 J 4- 8 1600A EUSERC CABINET 4FT x 8FT TELEPHONE BACKBOARD (SIMILAR) ELEC. DIST. W EW PANEL M GENERATOR SERVICE DISCONNECT 600A -3P ATS 600 -3P SPARE FUSE CABINET PANEL SM 9.1 my iW VOLTAGE SWITCH FOR )TORIZED PROJECTION SCREEN CABLE TRAY C TO CABLE 'AY IN CEILING )TORIZED PROJECTION SCREEN C TO CEILING PANEL A PANEL D BATTERY CHARGER EXTERIOR TIMER RELAY (TOP) & CONTACTOR (BOTTOM) INTERIOR NP TIMER RELAY (TOP) & CONTACTOR (BOTTOM) INTERIOR SP TIMER RELAY (TOP) & CONTACTOR (BOTTOM) NOTES THIS DRAWING: 1. COORDINATE RANGE RECEPTACLES MOUNTING HEIGHT WITH RANGE. Rpbthnd t AR1 KURT A. KARS sfaa of aatw 10 9 8 L � 7 6 cc 5 U 4 �N 3 w 2 1 m 00 to � N aJS m LLI 4) 00 � 0 L N et M M M M M L N Lu N N U I N � m ut J J J J J J J �SV-41 — SV- 34,36,38 I ~ S�- 28,30,32 I RACK #3 RACK #4 sv- 22,24,26 #1/0 CU GND AT CEILING CADWELD TAP (TYP) SERVER ROOM a TELEPHONE 5ERVICE RISER S .&r;- NT$ AN 8' X 8' X 3/4" PLYWOOD PAINTED 2 COATS FIRE RETARDENT PAINT (GRAY) (4' X 8' BOARD SIMILAR) .`l$TlliT 8FT x 8FT TELEPHONE BACKBOARD -- - � 8FT x 8FT TELEPHONE BACKBOARD SM -2 TELE COM ROOM D SM2 -2,4,6 SM2 -42 49 1 8FT x 8FT TELEPHONE BACKBOARD 1.1 W 0 Lij a z u- bradtey, PI FS engine emng c 382 WALNUT AVENUE IDAHO FALLS, ID Z 83402 LEPHONE: (2 523-2862 523 -2862 N. BR (208) 523 -2864 JOB NUMBER: 05 -40 J 4- 8 1600A EUSERC CABINET 4FT x 8FT TELEPHONE BACKBOARD (SIMILAR) ELEC. DIST. W EW PANEL M GENERATOR SERVICE DISCONNECT 600A -3P ATS 600 -3P SPARE FUSE CABINET PANEL SM 9.1 my iW VOLTAGE SWITCH FOR )TORIZED PROJECTION SCREEN CABLE TRAY C TO CABLE 'AY IN CEILING )TORIZED PROJECTION SCREEN C TO CEILING PANEL A PANEL D BATTERY CHARGER EXTERIOR TIMER RELAY (TOP) & CONTACTOR (BOTTOM) INTERIOR NP TIMER RELAY (TOP) & CONTACTOR (BOTTOM) INTERIOR SP TIMER RELAY (TOP) & CONTACTOR (BOTTOM) NOTES THIS DRAWING: 1. COORDINATE RANGE RECEPTACLES MOUNTING HEIGHT WITH RANGE. Rpbthnd t AR1 KURT A. KARS sfaa of aatw ",— 50A -120V CA51NET ELEVATION ROOM 201 4W SCALE: NTS CEILING U . 4-2 a me Aft toN L � d cc cc U <C �N w J O O Q �n aJS LLI 4) WZ i 0 L t1� U L Lu -� U � m ut ",— 50A -120V CA51NET ELEVATION ROOM 201 4W SCALE: NTS CEILING a me Aft toN co cc cc lc �N w J ",— 50A -120V CA51NET ELEVATION ROOM 201 4W SCALE: NTS CEILING 2 KW V HEATER L 2 KW 'A HEATER Los] [ ---------- — — — — — — — — — — -- — — — — — — — - j I N — — — — — — — — — — 19:1 — — — — — — — — — — — — — — — — — — - EUSERC nAflikif L KW WALL - ATER KW WALL - NOTES THIS DRAWING: R-25,27,29 1. VFD FOR 1 1/2 HP REF-1 & REF-2 SHALL BE SQUARE D ECONOFLEX VFD'S OR EQUAL. ICAL POWER PANEL SM PANEL S PANEL R A IL DETAILED MECHANICAL ROOM im: or z w _j LA_ VFD FOR REF-1 VFD FOR REF-2 3/4 3#1 & 1#12 CU GND 3/4"C 3#1 & 1 #1 CU GND P 30605 �4,1115 R"I*h" Amhnoo No.M14W A. brad ley. GIN engineem?ng chartered C-1 382 WALNUT AVENUE IDAHO FALLS. ID Z 83402 (2081 LEPHONE: 523-2862 N. 8 FA (208) 52 JOB NUMBER: 05-40 30605 �4,1115 R"I*h" Amhnoo No.M14W A. =ERIC Z to 0 Im IM (A cc cc W 4 0� 49 C4 V..o mi FL a� ��� OL al LLI Lu =ERIC Z to 0 Im IM (A cc cc W 4 0� 49 C4 V..o mi Rpistksd Arobttsot No.ARt 403 KUR T A. KARS,j� State of Idatro z � v o - �o � CC oc w U 'Q �N J �5 E O O N� :3 tL Co �r Aw � O U LU U ut z 4 y - �o cc W CC oc w �N J (�)-- - t - — - *- - i - — - tV i l +8 so: MECHANICAL POWER PLAN . I{.& ►� x 4 4 l 0 w a z W 30 L - R"I*W d Amhlftd No.MM5 A. KARS of waw . bradtey, RED PROF eng 1� p chartered Q� 382 WALNUT AVENUE 1 r— IDAHO FALLS. ID # 83402 Y (2081 523 -2862 �<v N. BRpO FAX: (208) 523 -2864 JOB NUMBER: 05 -40 30 L - R"I*W d Amhlftd No.MM5 A. KARS of waw '21 4 Cd 4 1� p Q� �U M� `n U d r •cn N � mom O O L aN one N 9 ) J tL (n cc U L uj -� U to '21 4 Cd 4 1� p Z M� r •cn N � mom W � aN one J '21 4 Cd 4 I �� I 0 2-2 TO TELECOM ROOM----' IDF ROOM #1-1 CC!) - j � 05 T i I I SEE ENLARGED DATA/Comm P' AN THIS AREA ON 1 RA Nq Ell 4"C TO TELEPHO E J BOX-1 TELF COM R40woml " MEC. DIST. 4C TO EXIST BUILDING I _j HEAD WALL - TYPICAL - — -- — -- — -- — -- — Id I II ALL CAT 5 CABLES THIS AREA TO IDF ROOM #1-1 1 0M - - - --- - - - - - - --- - - - - - L a ATA/COMM PLAN t N A PLASTIC BUSHING AC-�"'.'ESSIBLE CEILING 18" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED FINISHED FLOOR DATA/TELEPHONE BOX (4 SQUARE) SINGLE GANG DEVICE COVER ELECTRICAL CONTRACTOR RESPONSIBLE FOR ROUGH-IN OF DATA/COMM BOX 0 DATAZCOMM BOX ELEVATION SCALE: NTS . . .. ... .. ....... .. ..... ..... �-CABLE TRAY INTO IDF 0 1 (TYPIft I ; 2-2"C TO TELECOM ROOM IDF ROOM #1-2 j I I I � I � ( ALL CAT 5 CABLES THIS I j AREA TO IDF ROOM #1-2 ---------- ------------------- 1.3 L 4" STUB UP ABOVE CEILING 3/4"C EMT 2 CAT 5 CBLES- 1- BLUE 1-PHASE GRAY Lo to 0 z U- a i — �l ..____. - -- - — - — - NOTES THIS DRAWING: 1. INSTALL 2 CAT 5 CABLES FROM DATA/COMM ROOM TO EACH DATA/COMM PORT. brydley. 0 PI?Clc. s e nyineemng ,����o F chartered o 382 WALNUT AVENUE IDAHO FALLS, ID 4 83402 LEPHONE: (2081 523 -2862 OF FA N. BRp (208) 52 JOB NUMBER: 05-40 .000 a i — �l ..____. - -- - — - — - NOTES THIS DRAWING: 1. INSTALL 2 CAT 5 CABLES FROM DATA/COMM ROOM TO EACH DATA/COMM PORT. t lion c Z -9--v co 1-4 10 4 o � 4 � co two co cm .j 0 Q Q) co j a j a Lu 0) zjz 0- ca 0- O :3 111 S_ ca Q) ca Lu lion c Z 1-4 10 4 o � 4 � co two co cm .j I P " 4: ' ED'S I- .208 AREA 8" CABLE TRAY — AREA OF REFUGE PHONE I ' i dF IDF I I � ( : j TEt.ElCOhI 4 t F2 I 1 �� 214 IDF ROOM #2 -1 OFFICE O t • I •�, � 8 » CA C Mw . BLE TRAY lI L y (I I C LEASE LEASE RECEPTION 211 ` y 232 23 - i 1 I -8 CABLE TR , Y � -U 4 Y 239 i r - -- 8 TRAY — z (> 0 NOTE STHIS DRAWING: I I DEM AFSA I I 1 1. CONTRACTOR SHALL INSTALL 3 -2" CONDUIT PER SIDE FROM ROOF TO TELEPHONE DATA ROOM I I FOR ANTENNAE LOADS FROM ROOF MOUNTED I I t I 1 SEE NOTE 1 I I 2. INSTALL 2 CAT 5 CABLES FROM DATA / COMM - 1 ROOM TO EACH DATA /COMM PORT. t t I 1 , U U 4 ( 1 E I 0 HEAD PROJECTION I I n Y ,� i4 I i , . SN C LEASE 8" CABLE TRAY L E ASE . 1 OVER 234 PROJECTOR I 00 1 I3 I 1 . � m CENTER C Li I © Cow . O Q ...- � II I I 1 j LEASE 1 Il 11 I I O R % 1 2311 � '` � I • I I STORAGE I! I Lam -- �j Mc I 0 1 201 i 1 . 233 - --- - - _.......... -..._— - ._.._T— - -- � i f 1 711 -- 1 L - , LEASE LEASE LEASE — C ' ~� � 229 ! 1 -� �- I � in li r-i ,�--1r,1 --� - 0 1 _ : I - I 260 I 254 C 249 ' 4 T �- 1 mo `► U [_ i f A 1 { ' I e - 71 , L.J L.J U4 DEPT ____- - LEASE ( , ; 1 LEASE LEASE 'S OFFICE _ Q F -271-1 C LEASE I 1 256 241 C 1 1 2 s� I - 1 i -- I 1 1 1 i I I C r2W ' LEW 1 1 ___ . ___ c > --._ qp - -- -- -- -- 4 _ 42 ( 5 CABLES THIS 1EL� W LEASE I 1 LEASE ( I 172 251 LEASE ALL CA � I T 2 ,� AREA i °' `�' i 1 1 I 0 T IDF ROOM #2 -1 ALL CAT 5 CABLES. THIS � �.� � �,..� � C._..� �. _..� i AREA TO IDF ROOJ 2 -2 ' 42 4 42 42 42 c L C C ___ ___ _ __ I I 1 SECOND SCALE: IW ■ N- DATA /COMM r s 8 W 0 M Q a w J Bradley, engrzne erzng chartered 382 WALNUT AVENUE IDAHO FALLS, ID 83402 LEPHONE: (208 523 -2862 FAX: (208) 523 - 2864 JOB NUMBER: 05 - RsRistorod Ambited No.AR1405 KURT A. KARS Stag of !lobo O L co U O O X a o 70 L ° m:z �-Q co 1- x CID o to -� U LLI � z a •� N t10 cc CC don sto .j f I I I I I S SEE NOTE 1 !1 4 42 42 I ' ' 1 ' '&"*m SERVICES 8 8" CABLE TRA P " 4: ' ED'S I- .208 AREA 8" CABLE TRAY — AREA OF REFUGE PHONE I ' i dF IDF I I � ( : j TEt.ElCOhI 4 t F2 I 1 �� 214 IDF ROOM #2 -1 OFFICE O t • I •�, � 8 » CA C Mw . BLE TRAY lI L y (I I C LEASE LEASE RECEPTION 211 ` y 232 23 - i 1 I -8 CABLE TR , Y � -U 4 Y 239 i r - -- 8 TRAY — z (> 0 NOTE STHIS DRAWING: I I DEM AFSA I I 1 1. CONTRACTOR SHALL INSTALL 3 -2" CONDUIT PER SIDE FROM ROOF TO TELEPHONE DATA ROOM I I FOR ANTENNAE LOADS FROM ROOF MOUNTED I I t I 1 SEE NOTE 1 I I 2. INSTALL 2 CAT 5 CABLES FROM DATA / COMM - 1 ROOM TO EACH DATA /COMM PORT. t t I 1 , U U 4 ( 1 E I 0 HEAD PROJECTION I I n Y ,� i4 I i , . SN C LEASE 8" CABLE TRAY L E ASE . 1 OVER 234 PROJECTOR I 00 1 I3 I 1 . � m CENTER C Li I © Cow . O Q ...- � II I I 1 j LEASE 1 Il 11 I I O R % 1 2311 � '` � I • I I STORAGE I! I Lam -- �j Mc I 0 1 201 i 1 . 233 - --- - - _.......... -..._— - ._.._T— - -- � i f 1 711 -- 1 L - , LEASE LEASE LEASE — C ' ~� � 229 ! 1 -� �- I � in li r-i ,�--1r,1 --� - 0 1 _ : I - I 260 I 254 C 249 ' 4 T �- 1 mo `► U [_ i f A 1 { ' I e - 71 , L.J L.J U4 DEPT ____- - LEASE ( , ; 1 LEASE LEASE 'S OFFICE _ Q F -271-1 C LEASE I 1 256 241 C 1 1 2 s� I - 1 i -- I 1 1 1 i I I C r2W ' LEW 1 1 ___ . ___ c > --._ qp - -- -- -- -- 4 _ 42 ( 5 CABLES THIS 1EL� W LEASE I 1 LEASE ( I 172 251 LEASE ALL CA � I T 2 ,� AREA i °' `�' i 1 1 I 0 T IDF ROOM #2 -1 ALL CAT 5 CABLES. THIS � �.� � �,..� � C._..� �. _..� i AREA TO IDF ROOJ 2 -2 ' 42 4 42 42 42 c L C C ___ ___ _ __ I I 1 SECOND SCALE: IW ■ N- DATA /COMM r s 8 W 0 M Q a w J Bradley, engrzne erzng chartered 382 WALNUT AVENUE IDAHO FALLS, ID 83402 LEPHONE: (208 523 -2862 FAX: (208) 523 - 2864 JOB NUMBER: 05 - RsRistorod Ambited No.AR1405 KURT A. KARS Stag of !lobo O L co U O O X a o 70 L ° m:z �-Q co 1- x CID o to -� U LLI � z a •� N t10 cc CC don sto .j � z a •� N t10 cc CC don sto .j 1*C WITH FITTINGS AND INSULATING MW EXTEND TO EDGE OF CABLE TRAY 4" X 4" LAY—IN VAREWAY F CEILING SPACE OPEN TO STRUCTURE 0 now mini r ! - 1, .d� �» i i wf 'N W1 T'r 1 11 o I -T to 001 MC cv t tii Z ' ' 1 I 160OA -3P , ' SERVICE DISC ' 1600A 208/120V 0, 4W UTILITY TRANSFORMER EUS RC CABINET PANEL M 1600A, 208/120V, 30, 4W 2 3 4 5 6 7 8 9 10 ---- 11 - - -- 12 - - - - 13 - -� 60A -3P 60A -3P 400A FUSE 400A FUSE 400A FUSE 200A FUSE 200A FUSE 200A FUSE 200A -3P �SgA FUSE y/ 200A -3P /�100A- 3P�100A -3PI SPARE SPARE SPARE SPARE 1 1/2 "C 41/0 CU & 1#6 CU GND 3 1 /2 "C 3 -500 KCMIL 3 1/2 ° C 3 -500 KCMIL 13/0 CU NEUT & 13/0 CU NEUT & SHUNT TRIP 1#3 CU GND 1 #3 CU GND 125A 1 "C 4#6 CU 2 "C 43/0 CU 2 ° C 43/0 CU 2 "C 43/0 CU 2 ° C 43/0 CU & 1#8 CU GND & 1#6 CU GND & 1#6 CU GND & 1#6 CU GND & 1#6 CU GND 1 1 /2 "C 41/0 CU & i#6 CU GND 16 CKT PANEL G 60A 208/120V 30 4W PANEL R 400A 208/120V 30 4W GENERATOR HEAT BUILDING ELECTRICAL RM 2 -3 "C 4 -350 KCMIL & 1 #1 CU GND —\,, TRANSFORMER PAD BY ELECTRICAL SEE PAD DETAIL 5 -3 1/2 4 -350 KCMIL ELECTRICAL RM 3/4 "C 3 #12 CU & 1 #12 CU GND PANELS PANEL A FC -1 PANEL B PANEL C PANEL D ELEVATOR 400A 200A [r O 200A 200A 200A 25HP 288/120V 208/120V N. gRP� 208/120V 208/120V 208/120V 30 4W 30 4W 30 4W 30 4W 30 4W HEAT LIGHTS 1ST RECEPTS RECEPTS ELECTRICAL RM ELECTRICAL RM & 2ND LEVEL 1ST LEVEL 2ND LEVEL 2$/V I I EAST SIDE 08/120V EAST SIDE EAST SIDE I 208/520V I ELECTRICAL RM 208/120V ( ca ( 208/120V U 2 -3 "C 4 -350 KCMIL & 1#1 CU GND PANEL 30 4W ROUTED BETWEEN BUILDINS 2300 30 4W 600A 600A 150 KW 9920 8100 8520 GENERATOR C 9920 208/120V 8960 PANEL D 30 4W 9410 7040 J 600A ATS 2 -3 "C 4 -350 KCMIL & 1 #1 CU GND PANEL SM 600A 208/120V 30 4W STANDBY POWER SERVICE DISCONNECT 3 -30 -3R W/1 2.5A FUSE v- 1 1/2"C 4#1/0 CU ELECTRICAL RM I -30 -3R & 1#6 CU GND- I 1 ND- 1 1/2"C 4 #1 /0 CU & 1#6 CU GND---\ CU -3 Analysis for Health, Development FC -1 engzneem?ng , chartered � P ANEL [r O B C 83402 �.Q� � ��v P ANEL N. gRP� 1440 2300 1200 SPARE 225A O 225A Q�� 22A R 225A 29561 225A 29161 2$/V I I 08/120V I 0 I 208/520V I PANEL 208/120V ( ca ( 208/120V U 3 4W _ 31876 PANEL 30 4W 30 4W 2300 30 4W PANEL B 30 4W LIGHTS WEST SIDE 1ST & 2ND LEVEL WEST SIDE RECEPTS 1ST LEVEL WEST SIDE RECEPTS 2ND LEVEL WEST SIDE RECEPTS 2ND LEVEL ONE LINE DIAGRAM GRAM SCALE= We SERVER EQUIPMENT 2 "C 4 #3/0 CU & 1 #6 CU GND Load FEducat &Business Analysis for Health, Development Center engzneem?ng chartered � A [r O B C 83402 �.Q� � ��v N. gRP� 1440 2300 1200 SPARE O O �p Q�� PANEL R 29561 29561 29161 PANEL SM QC 43715 0 41137 38061 PANEL S ca 31876 U 31876 _ 31876 PANEL A 1440 2300 1200 PANEL B u.t 9920 8100 8520 PANEL C 9920 8240 8960 PANEL D 5220 9410 7040 ELEVATOR 9400 9400 9400 SPARE SPAR SPARE TOTALI 1330921 1329241 126018 TOTAL 393 KW AT 208/120V = 1090 AMPS c� w I 0 z J U- ReWatornd Arahfted No.AR1405 KUR T A. KARSj State of Idaho bradley, R EO PR engzneem?ng chartered � 382 WALNUT AVENUE [r O IDAHO FALLS, ID X 83402 �.Q� � ��v (2081 523 - 2862 N. gRP� FAX: (208) 523 -2864 JOB NUMBER: 05 -40 ReWatornd Arahfted No.AR1405 KUR T A. KARSj State of Idaho �o Z �N � O cc CC .... U d �r O O �p Q�� m �: F x (L to QC 0 ca U ` to -� U u.t �o Z �N cc CC .... W 4 �r Lo cn t 36 —I— 36" 1600A SWITCHBOARD SCALE: r Lo On EUSERC CABINET TO MEET UP&L STANDARDS 1680A EUSERC CABINET ELEVATION SCALE: 1" = 1' -0" PANEL R VOLTAGE 208 /120 V DIMENSION: PER NEC LOCATION: ELEC DIST 138 AMP: 408A MAIN: 400A MLO MOUNTING: SURFACE WIRES: 4 PHASE 3 FEED: TOP TYPE: SQUARED LOAD DESCRIPTION PH LOAD WATT BKR AMPS CKT NO A LOAD B C CKT NO BKR [ AMPS LOAD WATT PH LOAD DESCRIPTION C C_�G'� A 2545 30 1 6145 O Q) 36" 30" EUSERC CABINET TO MEET UP&L STANDARDS 1680A EUSERC CABINET ELEVATION SCALE: 1" = 1' -0" PANEL R VOLTAGE 208 /120 V DIMENSION: PER NEC LOCATION: ELEC DIST 138 AMP: 408A MAIN: 400A MLO MOUNTING: SURFACE WIRES: 4 PHASE 3 FEED: TOP TYPE: SQUARED LOAD DESCRIPTION PH LOAD WATT BKR AMPS CKT NO A LOAD B C CKT NO BKR [ AMPS LOAD WATT PH LOAD DESCRIPTION RTU -1 A 2545 30 1 6145 O Q) 2 20 3608 A RTU -5 B B 2545 ss 3 9200 6145 C 4 ss 3600 B 8369 3 POLE C 2545 ss 5 1 12260 6145 6 «s 3600 C 3 POLE RTU -2 A 3680 20 7 6145 4720 8 8 30 2545 A RTU -6 6020 B 3600 ss 9 40 6145 17233 10 ss 2545 B 14000 3 POLE C 3688 ss 11 17233 6145 12 ss 25451 C 3 POLE SPARE A C 1 20 13 4575 15 7 14 50 4575 A RTU -7 BLANK B SPARE 3 POLE ss 15 4575 16 ss 4 B 2 POLE 3 POLE C ss 17 A 4575 18 «s 4575 C 3 POLL RTU -4 A 4575 50 19 9150 0 0 20 50 4575 A RTU -8 BLANK I B 45751 ss 21 FEEDER BREAKER TOTAL LOAD PER PHASE —WATTS 43715 41137 39147 FEED FROM: ATS THRU PAM M CKT 4 RATING: 600A TOTAL LOAD PER PHASE —AMPS 365 343_ 327 ISC < 25,800 WIRE SIZE 2 RUNS 4 -350 KCMIL & 161 CU GND CONDUIT SIZE 2 -3'C 9150 22 ss 4575 B 3 POLE C 45751 ss 23 0 9150 24 ss 4575 C 3 POLE RF -1 3 4HP THRU VFD A 4451 15 25 2101 26 20 16561 A FURNACE F1 B 445 ss 27 2191 28 20 1656 B FURNACE F2 3 POLE C 445 ss 29 2101 30 20 1656 C FURNACE F3 RF -2 3 4HP THRU VFD A 445 15 31 945 32 20 500 A DH -1 B 445 ss 33 945 34 15 500 B DH -2 3 POLE C 4451 ss 35 945 36 15 500 C DH -3 AHU -4 A 830 26 37 500 38 20 1 500 A EF -1 B 830 •s 39 500 40 20 500 B EF -2 3 POLE I C 8301 ss 41 100 42 28 100 C IFIRE SPRINKLER FLOW BELL FEEDER BREAKER TOTAL LOAD PER PHASE —WATTS 29561 29561 2 FEED FROM: PANEL M CKT 3 RATING: 400A TOTAL LOAD PER PHASE —AMPS 247 247 244 ISC < 22.088 WIRE SIZE: 3 -500 KCMIL CU 1 -350 KCMIL NEUT & 103 CU GND CONDUIT SI • 4'C PANEL S VOLTAGE 208 /120 V DIMENSION: PER NEC LOCATION: ELEC DIST 138 AMP: 408A MAIN: 400A MLO MOUNTING: SURFACE WIRES: 4 PHASE -3 FEED: TOP TYPE: SQUARE D NOW LOAD DESCRIPTION PH LOAD WATT BKR AMPS CKT NO A LOAD B C CKT NO BKR AMPS LOAD WATT PH LOAD DESCRIPTION CU - 1 A 4145 40 1 7745 O Q) 2 30 3600 A CU -5 B B 4145 ss 3 9200 7745 C 4 ss 3600 B 8369 3 POLE C 41451 6100 5 1 12260 7745 6 ss 3600 C 3 POLE CU -2 A 41451 40 7 6690 4720 8 8 30 2545 A CU -6 6020 B 4145 ss 9 40 6690 17233 10 ss 2545 B 14000 3 POLE C 41451 3233 11 17233 6690 12 ss 2545 C 3 POLE SPARE A C 20 13 4575 15 7 14 20 4575 A CU -7 BLANK B SPARE 3 POLE s« 15 4575 16 ss 4575 B 2 POLE 3 POLE C ss 17 A 4575 18 ss 4575 C SPARE CU - 4 A 4145 40 19 8720 0 0 20 20 4575 A UH -2 BLANK I B 4145 ss 21 FEEDER BREAKER TOTAL LOAD PER PHASE —WATTS 43715 41137 39147 FEED FROM: ATS THRU PAM M CKT 4 RATING: 600A TOTAL LOAD PER PHASE —AMPS 365 343_ 327 ISC < 25,800 WIRE SIZE 2 RUNS 4 -350 KCMIL & 161 CU GND CONDUIT SIZE 2 -3'C 8720 22 s« 4575 B 3 POLE C 4145 ss 23 0 8720 24 ss 4575 C 3 POLE AHU-1 A &301 15 25 2486 26 20 1656 A UH -2 B 830 s« 27 2486 28 ss 1656 B 3 POLE C 830 ss 29 2486 30 ss 1656 C 3 POLE AHU -2 A 8301 15 31 830 32 20 A P -1 B 8301 33 830 34 «« B 3 POLE C 830 ss 35 830 36 ss C 3 POLE AHU A 830 15 37 830 38 20 A SPARE B 830 a 39 830 48 ss B 3 POLE C 8301 41 830 42 ss C 3 POLE FEEDER BREAKER TOTAL LOAD PER PHASE —WATTS 31 31876 _ 31876 FEED FROM: PANEL M CKT 5 RATING: 409A TOTAL LOAD PER PHASE —AMPS 266 _266 266 ISC < 22,888 WIRE SIZE: 3 -500 KCMIL CU 1 -350 KCAL NEUT do 33 CU GND CONDUIT SIZE 4'C PANEL SM VOLTAGE: 208 /120 V DIMENSION: PER NEC LOCATION: ELECT DIST 138 AMP: 606A MAIN: 606A MLO MOUNTING: SURFACE WIRES: 4 PHASE 3 FEED: TOP TYPE: SQUARE D i —LINE LOAD DESCRIPTION PH LOAD WATT BKR AMPS CKT NO A LOAD B C CKT NO BKR AMPS LOAD WATT PH LOAD DESCRIPTION PANEL SM1 3 POLE A 4950 150 1 13430 O Q) 2 150 8480 A PANEL SM2 3 POLE B 36721 1000 12872 3 9200 B C 50221 20 1000 13382 8369 C PANEL SM3 3 POLE A 6100 150 3 12260 1200 6 4 150 6160 A PANEL SM4 3 POLE B 5520 10240 100 4720 8 C 3720 100 A 9740 6020 C FC -1 3 POLE A 3233 40 5 17233 10 20 6 200 14000 A PANEL SV 3 POLE B 3233 11 17233 14808 B C 3233 C I SPARE 15233 12000 C CU -3 3 POLE A 792 15 7 792 20 8 SPARE BLANK A SPARE 3 POLE B 792 792 16 B C 792 SPARE BLANK 792 C SPACE 3 POLE A 9 0 A 10 BLANK B A SPACE B 0 0 20 60 B C MAIN CB BLANK I A 1 0 C FEEDER BREAKER TOTAL LOAD PER PHASE —WATTS 43715 41137 39147 FEED FROM: ATS THRU PAM M CKT 4 RATING: 600A TOTAL LOAD PER PHASE —AMPS 365 343_ 327 ISC < 25,800 WIRE SIZE 2 RUNS 4 -350 KCMIL & 161 CU GND CONDUIT SIZE 2 -3'C PANEL G VOLTAGE 208 /120 V DIMENSION: PER NEC LOCATION: GENERATOR BLDG AMP: 100A MAIN: 69A CB MOUNTING: SURFACE WIRES: 4 PHASE 3 FEED: TOP TYPE ARE D NOW LOAD DESCRIPTION PH LOAD WATT BKR AMPS CKT NO A LOAD B C CKT NO BKR AMPS LOAD WATT PH LOAD DESCRIPTION LIGHTS & RECEPTS A 348 20 1 1340 O Q) 2 20 1888 A IGENERATOR TANK HEATER 2KW HEATER B 1000 20 3 x 2000 CU 4 20 1000 B 1 2 POLE 2 POLE C 1900 ss 5 U � — L 1200 6 20 200 C I WERATOR BATTERY CHARGER BLANK A -.-s CU 7 100 8 20 100 A JDAMPERS BLANK B 9 300 10 20 380 B 1 EXHAUST FAN BLANK C 11 0 12 20 C I SPARE BLANK A 13 0 14 20 A SPARE BLANK B 15 0 16 20 B SPARE BLANK A 17 0 18 20 A SPARE BLANK B 19 0 20 60 B 160A MAIN CB BLANK I A 1 21 0 22 a A RAW I B 1 23 0 24 ss B 3 POLE FEEDER BREAKER TOTAL LOAD PER PHASE —WATTS 1440 2308 1200 FEED FROM: PANEL M CKT 1 RATING: 60A TOTAL. LOAD PER PHASE —AMPS 12 20 10 ISC < 18,088 WIRE SIZE CU & 108 CU GND CONDUIT SIZE: 1'C FUSE SCHEDULE AMPS VOLTAGE TYPE 600 250V BUSS LPJ -600 200 250V BUSS i LPJ -200 150 250V BUSS I LPJ -150 FUSE SCHEDULE NOTES: 1. THE CONTRACTOR SHALL FURNISH AND INSTALL A SPARE FUSE CABINET. 2. THE CONTRACTOR SHALL FURNISH AND PLACE IN FUSE CABINET ONE SPARE SET OF EACH FUSE OR 10% SPARE FUSES WHICH EVER IS GREATER. PANEL M SPECIFICATION: SPECIFICATION: PANEL M1 — SQUARE D OR APPROVED EQUAL. SQUARE D CUSTOM QED SWITCHBOARD POWER STYLE QED SWITCHBOARD DESIGNED & TESTED IN ACCORDANCE WITH: UL 891 /NATIONAL ELECTRIC CODE /NEMA PB -2 1600A 208/120V 30 4W 60Hz, 1600A CB SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT SHORT CKT CURRENT RATING:100KA RMS SYM. ACCESSIBILITY: FRONT & RIGHT SIDE INCOMING: BOTTOM LEFT, CABLE FED BUSSING: PLATED AL & /or CU BUS /UL891 HEAT RISE vi W i 0 CD iw Q z w J Li Q ED .3► (f4f 0 �� N. BRP/ bradley, engine emTng chartered 382 WALNUT AVENUE IDAHO FALLS, ID 83402 LEPHONE: (208 523 -2862 FAX: (208) 523 -2864 JOB NUMBER: 05 -40 Rpi nd Atchltsct Ho.AR1405 KURT T A. KAKI SYob of klahoo Z 0 Fm y cc cc o� .J W� F O _t, 0 8-8 M N O L � O U N <C E 1~ 0 0 O Q) Q N L u U7: N - 't x OL ca CU C U � — L Lu -•-s U C -.-s CU I" Z 0 Fm y cc cc o� .J W� F O _t, 0 8-8 M N PANEL .. A LOAD DESCRIPTION PH LOAD BKR CKT NO 868 . CKT NO BKR LOAD WATT T PH LOAD DESCRIPTION AMPS A B C AMPS RECEPTS RMS 138, 139 A 1080 20 1 19$0 B LTS RMS 208, 208, 209, 210 2 20 900 A RECEPTS RM 100 RECEPTS RMS 139, 140 B 900 20 3 480 VOLTAGE: 208 /120 V LTS RMS 203, 204, 205 4 20 540 DIMENSION: PER NEC RECEPTS RMs 144, 145 G LOCATION: ELEC DIST 138 20 5 620 A 1620 8 20 1080 C RECEPTS RM 154 RECEPTS RM 146 A 900 20 7 1980 B LTS RMS 227, 228, 229, 230 8 20 10$0 A RECEPTS RMS 152, 153 do EXTERIOR SPARE Ala': 225A MAIN: 226A MLO MOUNTING: 960 SURFACE LTS RMS 219. 220, 221, 222, 234, 224 10 20 900 B RECEIPTS RM 156 SPARE C 900 20 li 720 A 720 12 20 720 C RECEPTS RM 158 SPARE A 1080 20 13 720 1fIRE5: 4 3 FEED: TOP 20 TYPE: A RECEPTS RM 163 DARE D N D 300 20 15 1200 1200 LTS RMS 200, 212 18 20 900 B RECEPTS RM 162 RECEPTS RM 148 C 360 20 17 992 A 1260 18 20 ..PHASE: LOAD DESCRIPTION PH LOAD BKR CKT 360 IAAD 19 CKT BKR LOAD PH IAAD DESCRIPTION 20 900 A RECEPTS RM 165 RECEPTS RM 148 B 540 20 21 20 1260 C 22 20 720 B RECEPTS RM 159 RECEPTS RM 149 C 720 20 23 28 1800 24 20 WA TT APPS NO A B C NO AMPS MATT 0 28 20 720 A RECEPTS RM 161 RECEPTS RM 147 B 360 20 27 20 1440 28 20 1080 B RECEPTS RM 148 RECEPTS RM 147 C 540 20 29 C LTS RMS 135, 137, 140, 141, 144, 145 A 620 20 1 1036 RECEPTS RM 147 A 2 20 416 A LTS RM 201 A 32 20 500 A RECEPT DRINKING FOUNTAIN RECEPTS RM 147 B 500 20 33 1500 33 34 20 1000 B RECEPT VENDING RECEPTS RM 147 C 500 20 35 LTS RM 147 B 900 20 3 1000 1784 RECEPT vEN9ING 4 20 884 B LTS RM 201 1500 a 38 20 1000 A RECEPT VENDING RECEPTS RM 147 B 360 20 39 28 360 38 40 20 40 8 SPARE SPARE C 20 20 L15 RMS 148, 149 C 900 20 5 20 B 1458 8 20 558 C LTS RMS 231, 232. 233, 234 FEEDER BREAKER TOTAL LOAD PER PHASE -WATTS 9928 8240 8960 FEED FROM: PANEL M . RATING: 280A TOTAL LOAD PER PHASE -AMPS 83 69 75 ISC < 10,000 WNiE SU 0 CU do t CU GND CONDUIT SIZE:. 2'C 2000 42 ** 1000 C 2 PO FEEDER BREAKER TOTAL LOAD PER PHASE -WATTS 5220 9410 7040 FEED FROM: PANEL M CKT 9 RATING: Z88A TOTAL LOAD PER PHASE -AMPS 44 79 59 ISC < 10,000 WIRE SIZE: 0 CU Sc 1 CU GND CONDUIT SIZE: 2'C LTS RMS 100, 146 A 830 20 7 1550 8 20 720 A LTS RMS 236, 237, 238 LTS RM 100 B 400 20 9 1240 10 20 840 8 LTS RMS 240, 241, 242, 243, 244, 245 LTS HALLWAYS 150, 155, 157, 164 C 656 20 11 1616 12 20 960 C LTS RMS 246, 247, 248, 249, 250 LTS RMS 161, 162, 163, 165, 188 A 720 20 13 1380 14 20 660 A LTS RMS 253, 254, 255, 256, 257 LTS RMS 156, 158, 159, 160 B 720 20 15 1200 18 20 480 B LTS RMS 258, 259, 260, 261 LTS RMS 153, 154 C 480 20 17 1742 18 20 1282 C LTS HALLWAYS 235, 239, 251, 252, 262 SPARE A 20 19 852 20 20 852 A EXTERIOR LIGHTING 1ST LEVEL PATIO B 20 21 740 22 20 740 8 EXTERIOR LIGHTING EAST C 20 23 852 24 20 852 C EXTERIOR LIGHTING 2ND LEVEL DECK A 20 25 740 28 20 740 A INTERIOR LIGHTING WEST VAV BOX B 250 20 27 1210 28 20 960 B EXTDiIOR LIGHTING SOUTH VAV BOX C 250 20 29 1450 30 20 1200 C PARKING LOT LIGHTS VAV BOX A 250 20 31 1450 32 20 12IX'i A PARKING LOT LIGHTS VAV BOX B 250 20 33 250 34 20 B SPARE EXTERIOR RECEPT C 1$0 20 35 1180 36 20 1000 C EH -1 T -STAYS A 250 20 37 1250 38 1000 A 2 POLE EH -4 B 1000 20 39 2000 40 20 1000 B EH -5 2 POLE C 1000 *' 41 2000 42 1000 C 2 POLE FEEDER BREAKER TOTAL LOAD PER PHASE-WATTS 3440 8424 10298 FEED FROM: PANEL M CKT 8 . RATING: 200A TOTAL LOAD PER PHASE -AMPS 29 71 86 ISC < 10.000 HIRE.. 4# 3 / 0 CU & M bradley. W �tiD PRO en me em?ng sso chartered ,���INE 382 WALNUT AVENUE o IDAHO FALLS, ID _ # 83402 Z t� T �.Q�O (208) 523 -2862 �� L'� � N gR pO FAX: (208) 523 -2864 JOB NUMBER: 05 -40 PANEL .. B . VOLTAGE: 208 /120 V DIMENSION: PER NEC LOCATION: HALLWAY 150 AMP: 225A MAIN: 225A MLO MOUNTING: FLUSH VIM: 4 PHASE: 3 FEED; TOP TYPE: DARE D N D LOAD DESCRIPTION PH LOAD BKR CKT NO 868 LOAD CKT NO BKR LOAD WATT T PH LOAD DESCRIPTION AMPS A B C AMPS RECEPTS RMS 138, 139 A 1080 20 1 19$0 B LTS RMS 208, 208, 209, 210 2 20 900 A RECEPTS RM 100 RECEPTS RMS 139, 140 B 900 20 3 480 1440 LTS RMS 203, 204, 205 4 20 540 B RECEIPTS RMS 100,103 RECEPTS RMs 144, 145 G 540 20 5 620 A 1620 8 20 1080 C RECEPTS RM 154 RECEPTS RM 146 A 900 20 7 1980 B LTS RMS 227, 228, 229, 230 8 20 10$0 A RECEPTS RMS 152, 153 do EXTERIOR SPARE B 720 20 9 960 900 LTS RMS 219. 220, 221, 222, 234, 224 10 20 900 B RECEIPTS RM 156 SPARE C 900 20 li 720 A 720 12 20 720 C RECEPTS RM 158 SPARE A 1080 20 13 720 B LTS RMS 218, 226 14 20 720 A RECEPTS RM 163 RECEPT SIGN B 300 20 15 1200 1200 LTS RMS 200, 212 18 20 900 B RECEPTS RM 162 RECEPTS RM 148 C 360 20 17 992 A 1260 18 20 900 C RECEPTS RM 165 RECEPTS RM 148 A 360 20 19 1260 B SPARE 20 20 900 A RECEPTS RM 165 RECEPTS RM 148 B 540 20 21 20 1260 C 22 20 720 B RECEPTS RM 159 RECEPTS RM 149 C 720 20 23 28 1800 24 20 1080 C RECET'TS RM 160 RECEPTS RMS 150, 151, do EXTERIOR A 540 20 25 1260 0 28 20 720 A RECEPTS RM 161 RECEPTS RM 147 B 360 20 27 20 1440 28 20 1080 B RECEPTS RM 148 RECEPTS RM 147 C 540 20 29 C 1620 30 20 1080 C RECEPTS RM 148 RECEPTS RM 147 A 720 ZO 31 1220 8 A 32 20 500 A RECEPT DRINKING FOUNTAIN RECEPTS RM 147 B 500 20 33 1500 33 34 20 1000 B RECEPT VENDING RECEPTS RM 147 C 500 20 35 B 1500 38 20 1000 C RECEPT vEN9ING RECEPTS RM 147 A 500 20 37 1500 a 38 20 1000 A RECEPT VENDING RECEPTS RM 147 B 360 20 39 28 360 38 40 20 40 8 SPARE SPARE C 20 20 41 C 0 42 20 B C SPARE FEEDER BREAKER TOTAL LOAD PER PHASE- WATTS 9920 8100 8520 FEED FROM: PANEL M CKT 7 , .RATING: 200A TOTAL LOAD PER PHASE - AMPS 83 68 71 ISC < 10.000 1/IRE SIZE 4 #3/0 CU & 1 CU GND CONDUIT SIZE: 2 "C 1000 C i CU GND CONDUIT SIZE: 2 "C PANEL .. B . VOLTAGE: 208 /120 V DIMENSION: PER NEC LOCATION: HALLWAY 150 AMP: 225A MAIN: 225A MLO MOUNTING: FLUSH VIM: 4 PHASE: 3 FEED; TOP TYPE: DARE D N D LOAD DESCRIPTION PH LOAD BKR CKT NO 868 LOAD CKT NO BKR LOAD WATT T PH LOAD DESCRIPTION AMPS A B C AMPS RECEPTS RMS 138, 139 A 1080 20 1 19$0 B LTS RMS 208, 208, 209, 210 2 20 900 A RECEPTS RM 100 RECEPTS RMS 139, 140 B 900 20 3 480 1440 LTS RMS 203, 204, 205 4 20 540 B RECEIPTS RMS 100,103 RECEPTS RMs 144, 145 G 540 20 5 620 A 1620 8 20 1080 C RECEPTS RM 154 RECEPTS RM 146 A 900 20 7 1980 B LTS RMS 227, 228, 229, 230 8 20 10$0 A RECEPTS RMS 152, 153 do EXTERIOR SPARE B 720 20 9 960 900 LTS RMS 219. 220, 221, 222, 234, 224 10 20 900 B RECEIPTS RM 156 SPARE C 900 20 li 720 A 720 12 20 720 C RECEPTS RM 158 SPARE A 1080 20 13 720 B LTS RMS 218, 226 14 20 720 A RECEPTS RM 163 RECEPT SIGN B 300 20 15 1200 1200 LTS RMS 200, 212 18 20 900 B RECEPTS RM 162 RECEPTS RM 148 C 360 20 17 992 A 1260 18 20 900 C RECEPTS RM 165 RECEPTS RM 148 A 360 20 19 1260 B SPARE 20 20 900 A RECEPTS RM 165 RECEPTS RM 148 B 540 20 21 20 1260 C 22 20 720 B RECEPTS RM 159 RECEPTS RM 149 C 720 20 23 28 1800 24 20 1080 C RECET'TS RM 160 RECEPTS RMS 150, 151, do EXTERIOR A 540 20 25 1260 0 28 20 720 A RECEPTS RM 161 RECEPTS RM 147 B 360 20 27 20 1440 28 20 1080 B RECEPTS RM 148 RECEPTS RM 147 C 540 20 29 C 1620 30 20 1080 C RECEPTS RM 148 RECEPTS RM 147 A 720 ZO 31 1220 8 A 32 20 500 A RECEPT DRINKING FOUNTAIN RECEPTS RM 147 B 500 20 33 1500 33 34 20 1000 B RECEPT VENDING RECEPTS RM 147 C 500 20 35 B 1500 38 20 1000 C RECEPT vEN9ING RECEPTS RM 147 A 500 20 37 1500 a 38 20 1000 A RECEPT VENDING RECEPTS RM 147 B 360 20 39 28 360 38 40 20 40 8 SPARE SPARE C 20 20 41 C 0 42 20 B C SPARE FEEDER BREAKER TOTAL LOAD PER PHASE- WATTS 9920 8100 8520 FEED FROM: PANEL M CKT 7 , .RATING: 200A TOTAL LOAD PER PHASE - AMPS 83 68 71 ISC < 10.000 1/IRE SIZE 4 #3/0 CU & 1 CU GND CONDUIT SIZE: 2 "C PANEL .. C . VOLTAGE 208 /120 V DIMENSION: PER NEC LOCATION: HALLWAY 239 AMP: 225A MAIN: 225A MLO MOUNTING: FLUSH WIRES: 4 PHASE: 3 TOP TYPE: SQU ARE D NQOD LOAD DESCRIPTION PH LOAD WATT BKR CKT NO 868 LOAD CKT NO BIER LOAD WATT PH LOAD DESCRIPTION AMPS A B C AMPS OVERHEAD PR03tCTOR RM 201 A 500 20 1 1580 B LTS RMS 208, 208, 209, 210 2 20 1080 A RECEPTS RM 246 RECEPTS RM 201 B 720 20 3 480 1440 LTS RMS 203, 204, 205 4 20 720 B RECEPTS RM 257 RECEPTS RM 201 C 980 20 5 620 A 1820 6 28 720 C RECEPTS RM 247 RECEPTS RM 232 A 720 28 7 1620 B LTS RMS 227, 228, 229, 230 8 28 908 A RECEPTS RM 248 RECEPTS RM 233 B 720 20 9 960 1448 LTS RMS 219. 220, 221, 222, 234, 224 10 20 720 B RECEPTS RM 249 RECEPTS RM 234 C 900 20 11 720 A 1620 12 20 720 C RECEPTS RM 250 RECEPTS RM 236 A 1080 28 13 1980 B LTS RMS 218, 226 14 2N 908 A _ RECEPTS RM 253 RECEPTS RM 237 B 1080 28 15 1200 1800 LTS RMS 200, 212 16 28 728 B RECEPTS RM 254 RECEPTS RM 238 C 1080 20 17 992 A 1800 18 20 720 C RECEPTS RM 255 RECEPTS RM 248 A 1080 20 19 1800 B SPARE 20 28 720 A RECEPTS RM 256 RECEPTS RM 241 8 720 20 21 20 1448 C 22 20 720 B RECEPTS RM 259 RECEPTS RM 242 C 720 20 23 28 1820 24 20 900 C RECEPTS RM 258 RECEPTS RM 243 A 720 28 25 1448 0 26 20 720 A RECEPTS RM 261 RECEPTS RM 244 B 720 20 27 20 144@ 28 28 720 B RECEPTS RM 260 RECEPTS RM 245 C 720 28 29 C 1808 30 28 1080 C RECEPTS RM 200 IDF A 500 20 31 1500 8 A 32 20 1000 A RECEPT DRINKING FOUNTAINS IDF B 588 20 33 680 33 34 20 188 B ROOF TOP RECEPT SPARE C o 20 35 B 500 36 28 500 C DRINKING FOUNTAIN 28 35 A 20 20 37 a C 36 28 A A SPARE B 20 B 100 28 39 38 8 100 40 20 EH -2 B 1000 20 39 20 C 20 41 1000 B 0 42 28 1000 C 41 FEEDER BREAKER TOTAL LOAD PER PHASE -WATTS 9928 8240 8960 FEED FROM: PANEL M . RATING: 280A TOTAL LOAD PER PHASE -AMPS 83 69 75 ISC < 10,000 WNiE SU 0 CU do t CU GND CONDUIT SIZE:. 2'C PANEL .. D . VOLTAGE: 208 / 128 V DIMENSION: PER NEC LOCATION: ELEC DIST 138 AMP: 225A MAIN: 225A MLO MOUNTING: SURFACE WIRES: 4 PHASE: 3 FEED: TOP TYPE: SQUARE D NQOD LOAD DESCRIPTION PH LOAD WATT BKR CKT NO 868 LOAD CKT NO BKR LOAD WATT PH LOAD DESCRIPTION AMPS A B C AMPS DRINKING FOUNTAIN A 500 2@ 1 1048 B LTS RMS 208, 208, 209, 210 2 28 540 A RECEPTS RM 205 RECEPTS RM 201 CABINET B 1296 28 3 480 1000 LTS RMS 203, 204, 205 4 28 1000 B RECEPT MICROWAVE RM 205 RECEPTS RM 281 CABINET C 500 28 5 620 A 1000 6 20 1000 C RECEPT REFRIGERATOR RM 205 RECEPTS RM 201 REFRIGERATOR A 500 28 7 250 B LTS RMS 227, 228, 229, 230 8 20 258 A VAV BOX RA NGE RECEPT B 2500 38 9 960 2750 LTS RMS 219. 220, 221, 222, 234, 224 10 28 250 B VAV BOX 2 POLE C 2500 � 11 720 A 2750 12 20 258 C VAV BOX ELEVATOR POWER DISCONNECT A 2918 50 13 3168 B LTS RMS 218, 226 14 20 250 A VAV BOX 2 POLE B 2910 a 15 1200 3168 LTS RMS 200, 212 16 20 250 B VAV BOX ELEVATOR EQUIPMENT RM C 580 15 17 992 A 750 18 20 250 C VAV BOX ELEVATOR PIT A 310 15 19 670 B SPARE 20 20 360 A CORRISOR RECEPTS ELEVATOR LIGHT DISCONNECT B 500 15 21 20 580 C 22 20 500 B SPARE SPARE C 25 28 23 28 540 24 20 540 C RECEPTS ROOF HVAC RECEPTS RMS 114, 115, do EXTERIOR B A 20 28 25 0 28 26 20 B A SPARE B 1080 B 27 20 27 0 0 28 28 RECEPTS RM 134 B C 720 20 29 C 28 29 0 720 0 3@ 28 A C 20 31 1440 8 A 32 20 31 0 0 RECEIPTS RM 123 32 20 20 A 1440 33 34 B 720 20 33 RECEPTS RM 124 8 o 34 20 B 1620 38 20 900 C RECEPTS RM 133 28 35 0 20 0 36 28 C 20 1080 A RECEPTS RM 120 A B 20 37 100 0 1800 38 20 100 A FIRE ALARM PANEL EH -2 B 1000 20 39 20 2800 40 20 1000 B EH -3 2 POLE C 1000 �• 41 8 2000 42 ** 1000 C 2 PO FEEDER BREAKER TOTAL LOAD PER PHASE -WATTS 5220 9410 7040 FEED FROM: PANEL M CKT 9 RATING: Z88A TOTAL LOAD PER PHASE -AMPS 44 79 59 ISC < 10,000 WIRE SIZE: 0 CU Sc 1 CU GND CONDUIT SIZE: 2'C PANEL .. SM1 . VOLTAGE: 208 / 120 V DIMENSION: PER NEC LOCATION: HALLWAY 118 AMP: 225A MAIN: 228A MLO MOUNTING: FLUSH : 4 PHASE: 3 FEED: TOP TYPE: S D N D LOAD DON PH LOAD BKR CKT LOAD CKT BKR LOAD PH LOAD DESCRIPTION WATT AMPS NO A B C NO AMPS WATT LTS RMS 137, 138, 139 A 434 20 1 868 LOAD 2 20 434 A LTS RMS 202, 207, 211 LTS RMS 134, 136 B 728 20 3 RECEPTS RM 102 do EXTERIOR 1332 360 4 ZO 606 B LTS RMS 208, 208, 209, 210 TS RMS 127, 128, 129. 130, 131. 132 C 816 20 5 RECEPTS RM 103 B 1296 B 20 480 C LTS RMS 203, 204, 205 LTS RMS 119. 120. 127 A 720 20 7 1340 C 500 8 20 620 A LTS HALLWAYS 221. 225 LTS RMS 121, 122, 123, 124, 125, 126 B 720 20 9 RECEPTS RM 103 1200 500 10 20 480 B LTS RMS 227, 228, 229, 230 LTS RMS 107, 113, 116. 118, 131 C 1086 20 it RECEPTS RM 105 B 2046 12 20 960 C LTS RMS 219. 220, 221, 222, 234, 224 L15 RMS 101, 102, 103. 104, 105, 106 A 782 20 !3 1502 C 720 14 20 720 A LTS RMS 213. 214, 215, 216, 217 LTS RMS 108, 109, 110. 112 B 600 20 15 RECEPTS RM 104 1140 720 18 20 540 B LTS RMS 218, 226 LTS RMS 111. 114 C 480 20 17 RECEPTS RM 110 B 1680 18 20 1200 C LTS RMS 200, 212 LTS RMS 134, 135 A 248 20 19 1240 C 900 20 20 992 A LTS RM 200 SPARE B 500 20 21 RECEPTS RM109 0 900 22 20 900 B SPARE 20 20 C A 20 23 B 720 0 24 20 720 C 22 20 500 B A RECEPTS RM 111 20 25 0 23 28 20 24 A 500 C SPARE RECEPTS RMS 114, 115, do EXTERIOR B 1080 20 27 1080 0 28 20 500 B SPARE RECEPTS RMS 118, 119 B 1080 C 27 20 29 28 0 30 20 RECEPTS RM 134 C C 720 20 29 A 20 31 0 720 C 32 20 A A 20 31 1440 8 B 32 20 33 A 0 RECEIPTS RM 123 34 20 20 B 1440 33 34 c 720 ?0 3s RECEPTS RM 124 C o 38 2 0 c 1620 38 20 900 A RECEPTS RM 133 20 37 0 20 37 38 20 A 20 1080 A RECEPTS RM 120 B B 20 39 39 0 1800 40 20 20 B B RECEPTS RM 127 SPARE C C 20 20 41 100 0 42 20 C C FEEDER BREAKER TOTAL LOAD PER PHASE -WATTS 8480 9200 8360 FEED FROM: PANEL SM CKT 2. RATING: 150A TOTAL LOAD PER PHASE -AMPS 71 77 70 ISC < 22,000 �fiRE SIZE: 4 CU do 1 8 CU ND CONDUIT SIZE: 1 1 2 "C 28 FEEDER BREAKER TOTAL LOAD PER PHASE-WATTS 4950 3672 _.. 5022 FEED FROM: PANEL SM CKT i. RATING: 150A TOTAL LOAD PER PHASE -AMPS 42 3 42 I3C < 22,000 111IIiE SIZE: 4#1/0 CU & ! 8 CU GND CONDUIT SIZE: i 1 2 "C PANEL .. SM2 . VOLTAGE: 208 / 120 V DIMENSION: PER NEC LOCATION: HALLWAY 118 AMP: 225A MATH: 225A MLA MOUNTING: FLUSH WIRES: 4 PHASE: 3 FEED: TOP TYPE: S D N D LOAD DESCRIPTION PH LOAD WATT BKR CKT NO LOAD CKT NO BKR LOAD WATT PH LOAD DESCRIPTION AMPS A 8 C S RECEPTS RM 102 do EXTERIOR A 360 20 1 860 2 20 500 A RECEPTS RM 137 RECEPTS RM 103 B 500 20 3 1000 4 20 500 B RECEPTS RM 137 RECEPTS RM 103 C 500 20 5 1500 6 20 1000 C RECEPTS RM 137 RECEPTS RM 103 A 500 20 7 1000 8 20 500 A IDF RECEPTS RM 105 B 720 20 9 1220 10 20 500 B IDF RECEPTS RM 106 C 720 20 it 1220 12 20 500 C IDF RECEPTS RM 104 A 720 20 13 1220 14 20 500 A IDF RECEPTS RM 110 B 1080 20 15 1580 16 20 500 B OF REG'EPT'S RM 108 C 900 20 !7 1400 18 20 500 C OF RECEPTS RM109 A 900 20 19 900 20 20 500 A SPARE RECEPTS RM 112 B 720 20 21 720 22 20 500 B SPARE RECEPTS RM 111 C 1080 20 23 1080 24 20 500 C SPARE RECEPTS RMS 114, 115, do EXTERIOR A 1080 20 25 1080 28 20 500 A SPARE RECEPTS RMS 118, 119 B 1080 20 27 1440 28 20 360 B RECEPTS RM 134 RECEPTS RM 121 C 720 20 29 1440 30 20 720 C RECEPTS RM 129 RECEPTS RM 122 A 720 20 31 1440 8 32 20 720 A RECEPTS RM 130 RECEIPTS RM 123 B 720 20 33 1440 33 34 20 720 B RECEPTS RM 132 RECEPTS RM 124 C 720 20 35 C 1620 38 20 900 C RECEPTS RM 133 RECEPTS RM 125 A 900 20 37 1980 38 20 1080 A RECEPTS RM 120 RECEPTS RM 126 B 720 20 39 A 1800 40 20 1080 B RECEPTS RM 127 SPARE C @ 20 41 28 100 42 20 100 C TELEPHONE BACKBOARD FEEDER BREAKER TOTAL LOAD PER PHASE -WATTS 8480 9200 8360 FEED FROM: PANEL SM CKT 2. RATING: 150A TOTAL LOAD PER PHASE -AMPS 71 77 70 ISC < 22,000 �fiRE SIZE: 4 CU do 1 8 CU ND CONDUIT SIZE: 1 1 2 "C PANEL .. SM3 _ VOLTAGE: 208 / 128 V DIMENSION: PER NEC LOCATION: HALLWAY 286 AMP: 225A MAIN: 225A MLO MOUNTING: FLUSH WIRES: 4 PHASE: 3 FEED: TOP TYPE: ARE D LOAD DESCRIPTION PH LOAD WATT BKR CKT NO LOAD CKT NO BKR LOAD WATT PH LOAD DESCRPTK]rl AMPS A B C AMPS RECEPTS RMS 282. 286, do EXTERIOR A 1080 2@ t 1980 2 20 900 A RECEPTS RM 214 RECEPTS RM 283 B 588 28 3 1580 4 20 1080 B RECEPTS RM 288, 213, do STAR RM 283 C 580 28 5 1220 5 20 720 C RECEPTS RM 215 RECEPTS RM 203 A 580 20 7 156N 8 ?0 1080 A RECEPTS RM 216 RECEPTS RM 203 B 500 20 9 1220 10 20 720 B RECEPTS RM 217 RECEPTS RM 283 C 500 20 11 1000 12 20 500 C RECEPTS RM 218 RECEPTS RM 203 A 500 28 13 18@0 14 ZO 500 A RECEPTS RM 218 RECEPTS RM 203 B 500 20 15 1008 16 28 500 B RECEPTS RM 218 RECEPTS RM 203 C 580 20 17 1@00 18 20 500 C RECEPTS RM 218 SPARE A 20 t9 50@ 20 20 500 A RECEPTS RM 218 SPARE B 20 21 50@ 22 28 500 B RECEPTS RM 218 SPARE C 20 23 5W 24 20 500 C RECEPTS RM 218 RECEPTS RM 209 A 548 28 25 1648 26 28 500 A RECEPTS RM 218 RECEPTS RM 204 B 720 20 27 1228 28 20 500 B RECEPTS RM 218 SPARE C 20 29 8 30 28 C SPARE A 20 3t 8 32 28 A 8 28 33 0 34 20 B C � 20 35 8 36 28 C A 2@ 37 @ 38 20 A B 20 39 @ 48 28 B C 28 41 8 42 2d C FEEDER BREAKER TOTAL LOAD PER PHASE -WATTS 618@ 5520 372@ FEED FROM: PANEL SM CKT 3 . RATING: t50A TOTAL LOAD PER PHASE -AMPS 51 46 31 ISC < 22.800 _WIRE SIZE: 8 CU do i CU GND CONDUIT SIZE: 1 1 2'C PANEL .. SM4 VOLTAGE: 208 / 120 V DIMENSION: PER NEC LOCATION: HALLWAY 206 AMP: 225A MAIN: 225A MLO MOUNTING: FLUSH WIRES: 4 PHASE: 3 FEED: TOP TYPE: SQUAD D LOAD DESCRIPTION P PH L LOAD B BKR C CKT L LOAD C CKT B BKR L LOAD P PH L LOAD DESCRIPTION PANEL .. SV . VOLTAGE: 288 / 120 V DIMENSION: PER NEC LOCATION: E1.EC DIST 138 AMP: 225A MAIN: 225A MLO MOUNTING: SURFACE WIRES: 4 PHASE: 3 FEED: TOP TYPE: ARE D LOAD DESCRIPTION PH LOAD BKR CKT LOAD CKT BKR LOAD PH LOAD DESCRIPTION AMPS NO A B C NO AMPS WATT SERVER RACK 1 -1 A 1800 20 1 2000 2 20 1000 A SERVER RACK 3-1 SERVER RACK 1 -2 B 1800 20 3 2000 4 28 1800 B SERVER RACK 3-2 SERVER RACK 1 -3 C 1000 20 5 2098 8 20 1800 C SERVER RACK 3-3 SERVER RACK 1 - A 1000 20 7 2@00 8 28 1800 A SERVER RACK 3 SERVER RACK 1 - B 1080 28 9 2808 18 28 100@ B SERVER RACK 3-5 SERVER RACK t -s C 1000 20 11 2800 12 20 1800 C SERVER RACK 3 SERVER RACK 1 -7 A 1000 20 13 2008 14 28 1000 A SERVER RACK 3-7 SERVER RACK 1-8 B 1080 20 15 2000 18 20 1000 B SERVER RACK 3 - 8 SERVER RACK 1 - C 1000 28 17 2000 18 20 1000 C SERVER RACK 3 SERVER RACK 1 - 18 A 100@ 28 19 2800 20 28 180@ A SERVER RACK 3 SERVER RACK 2 -1 B 1080 20 21 2008 22 20 1008 B SERVER RACK 4-1 SERVER RACK 2 -2 C 1000 28 23 2800 24 20 1@00 C SERVER RACK 4-2 SERVER. RACK 2 -3 A 1000 20 25 2080 28 28 1008 A SERVER RACI( 4-3 SERVER RACK 2 - B 1800 20 27 2800 28 20 1000 B SERVER RACK 4--4 SERVER RACK 2 - C 1880 28 29 2000 30 20 1080 C SERVER RACK 4 SERVER RACK 2 - 6 A 1080 20 31 2A00 32 20 1800 A SERVER RACK 4 SERVER RACK 2 - B 1800 20 33 2808 34 20 1088 B SERVER RACK 4 SERVER RACK 2 -8 C 1800 20 35 2008 38 20 1000 C SERVER RACK he SERVER RACK 2 -9 A 1000 28 37 2800 38 20 180@ A SERVER RACK 4-9 SERVER RACK 2 -t0 B 1000 20 39 2800 48 20 1080 B SERVER RACK 4-10 SPARE C 20 41 @ 42 20 C SPARE FEEDER BREAKER TOTAL LOAD PER PHASE -WATTS 14800 14000 12008 FEED FROM: PANEL SM CKT 6 . RATING: 200A TOTAL LOAD PER PHASE -AMPS 117 117 108 ISC < 22,000 WIRE SIZE: 4 e cu � 1 cu GND CONDUIT SIZE: 2`C Rplstend AmbNtct No.AR140S A. O RS L Q) acc Cc O U C 1~ E O O �a a�� +4t a O 111 U U.l WO Q7 Z O -C44 cc A J Rplstend AmbNtct No.AR140S A. O RS L Q) acc Cc O U C 1~ E O O �a a�� +4t a O 111 U U.l WO Q7 Z O -C44 cc A J WO Q7 Z O -C44 cc A J 0 � a. r ____- ___ ._.. - _ - ..- -.. — — L– — .- .- - ________ .- _ __ .. - ____ I i i I i FI RE ALARM PLAN S -7 S -6 S -5 S -4 S -3 S -2 S -1 Q AV1 -1 AV1 -2 AV1 -3 AVt -4 AVt -5 AV1 -6 AVt -7 AV1 -8 AV1 -9 AV1 -10 CEILING MOUNTED OCCUPANT NOTIFICATION NOTIFICATION HORN /ADA STROBE FIRE 75cd 75cd 7 75cd OCCUPANT NOTIFICATION ADA STROBE 75cd 75cd 75cd 75cd MOUNT AT +84" H -4 H -3 H -2 H -1 ALARM AV2 -1 AV2 -2 AV2 -3 AV2 -4 AV2 -5 AV2 -6 AV2 -7 AV2 -8 AV2 -9 AV2 -10 FACP NEW FIRE ALARM CONTROL PANEL ANN CONTROL 75cd 75cd NEW AUXILIARY POWER UNIT 7 — �u - 7 END OF LINE DEVICE W& rMvda--,W TAMPER SWITCH %" FIRE SPRINKLER WATERFLOW ALARM SWITCH PS WATER PRESSURE SWITCH PANEL >u M -6 M -5 M -4 M -3 M -2 M -1 AV3 -1 AV3 -2 AV3 -3 AV3 -4 AV3 -5 AV3 -6 AV3 -7 AV3 -8 M -7 M -8 M -9 M -10 M -11 OR rn M -12 APU 75x1 75cd 75cd 750d 75cd 75cd 7 75cd S -10 S -9 S -8 AV4 -1 AV4 -2 AV4 -3 AV4-4 AV4 -5 AV4-6 AV4 -7 AV4 -8 TS PS RJ31 X 7 75cd 75cd 75cd 75cd 75cd 75cd ALARM -..., -- - -, - AV5 -1 AV5 -2 AV5 -3 AV5 -4 AV5 -5 AV5 -6 AV5 -7 RJ31X DACT "' "��"` 7 A 41 - 75cd 75a SUPERVISORY TO 120V CKT SM1 -34 TELCO L JACKS 24V POWER BACK- TO 120V CKT SM1 -34 FROM FACP 60 HOURS FIRE ALARM RISER SCALE: NTS AV3 -9 AV3 -10 AV4 -10 NOTE: APU PANEL IS LOCATED IN CEILING SPACE ABOVE FIRE ALARM CONTROL PANEL UNLESS OTHERWISE DESIGNATED. \' i 4 4 4 s 9 NOTES FIRE ALARM RISER: 1. THE FIRE ALARM VENDOR SHALL SUBMIT PLANS TO THE LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW IN ACCORDANCE WITH NFPA -72 PARAGRAPH 4.5 DOCUMENTATION. 2. THE FIRE ALARM SYSTEMS TO BE INSTALLED BY THE FIRE ALARM VENDOR SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST REVISION NFPA -72 AND SHALL MEET ALL REQUIREMENTS OF THAT STANDARD. 3. COORDINATE ALL FIRE ALARM LOCATIONS WITH OTHER ELECTRICAL DEVICES. i.e. RECEPTACLES, SWITCHES AND LIGHTING etc. 4- 4" Le�lon1011111 FROM CITY WATER SYSTEM — FOOTING FIRE SPRINKLER RISER DETAIL SCALE: NTS NOTE: THIS RISER IS FOR A TYPICAL INSTALLATION ACTUAL RISER IN FIELD WILL VARY 1- FIRE ALARM SYMBOLS LEGEND O SMOKE DETECTOR Q MANUAL FIRE ALARM STATION +42" /- MINIMUM CANDELA RATING OF APPLIANCE 75cd O OCCUPANT NOTIFICATION HORN /ADA STROBE MOUNT AT +84" U CEILING MOUNTED OCCUPANT NOTIFICATION NOTIFICATION HORN /ADA STROBE �5 OCCUPANT NOTIFICATION HORN O MOUNT AT +84" OCCUPANT NOTIFICATION ADA STROBE a 75cd \-- MINIMUM CANDELA RATING OF APPLIANCE MOUNT AT +84" WP WATER -PROOF DEVICE D S DUCT SMOKE DETECTOR FD-H- F D - H - 1 DOOR HOLDER <C '� FIRE /SMOKE DAMPER GM MAGNETIC DOOR RELEASE 24V F MONITOR MODULE FACP NEW FIRE ALARM CONTROL PANEL ANN NEW REMOTE ANNUNCIATOR PANEL [ AP - Ul NEW AUXILIARY POWER UNIT END OF LINE DEVICE FIRE SPRINKLER VALVE SUPERVISORY TS TAMPER SWITCH WS FIRE SPRINKLER WATERFLOW ALARM SWITCH PS WATER PRESSURE SWITCH ELEVATOR EQUIPMENT ROOM SCALE: NTS (TYP ROOM LIGHT /POWER LAYOUT) ELEVATOR PIT POWER PLAN SCALE'. Nis C' NOTE: ALL SYMBOLS MAY NOT BE USED 0 ELEVATOR EQUIPMENT POWER ROOM SCALE: NTS CD a z W U- Bradley Eo PRO engg chartered 382 WALNUT AVENUE IDAHO FALLS, ID * 83402 (2081 LEPHONE: 523 -2862 N. BR (208) 523 -2864 JOB NUMBER: 05 -40 \ J R * 91 = Arch I o.AR1405 KURT A. KARS state of Woho a EUSERC PANEL PANEL M - .._._________._.___ — _ )__— ___.___....___.___ — -I Elill I i i 4 " S FLOW ALARM SWITCH SHUTOFF VALVE WITH TAMPER SWITCH TO 120V POWER SOURCE CKT R -42 -� ELECTRIC BELL PRESSURE SWITCH TO FIRE SPRINKLER SYSTEM --� Z co cc cc cc ju J/ M � O U � �5 �5 O O o� CN U t-- LU �Q) 37Z <C '� x O ,u U >u a EUSERC PANEL PANEL M - .._._________._.___ — _ )__— ___.___....___.___ — -I Elill I i i 4 " S FLOW ALARM SWITCH SHUTOFF VALVE WITH TAMPER SWITCH TO 120V POWER SOURCE CKT R -42 -� ELECTRIC BELL PRESSURE SWITCH TO FIRE SPRINKLER SYSTEM --� Z co cc cc cc ju J/ M F – — __-.__ ._._. -.. _r... _..— — _.___ — . --i DOWN TO BELOW i I f I i C I C C I I 7 0 COND LEVEL Fl LF: val s P•m" 4 s 9 N oI \ c'� G i to brad l e y, engine em?ng chartered 382 WALNUT AVENUE IDAHO FALLS, ID 83402 LEPHONE: (208 523 - 2862 FAX: (208) 523 -2864 JOB NUMBER: 05 -40 w a --- (_ z w PLAN z � O U �C to '.. W OC N O O 9) Q) Q) n�� n'n ° �aa CL � Cc v — U to w COND LEVEL Fl LF: val s P•m" 4 s 9 N oI \ c'� G i to brad l e y, engine em?ng chartered 382 WALNUT AVENUE IDAHO FALLS, ID 83402 LEPHONE: (208 523 - 2862 FAX: (208) 523 -2864 JOB NUMBER: 05 -40 w a --- (_ z w PLAN z O �.r CC to '.. W OC N J "All Pendent 4,2K, 172' TY3131 Upright 5,61K, 1 I Y323 I Pendent 5,6K, 1.°2'! TY4131 - -0- TY4231 G Series TY-FRB — 2.8 4.2 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinkler. Quick Response, Standard Coverage General Description kl� I N* WARNNGS T: 3 e ovv*� tl-i, q 'o Pw !h I ov , toe - ,"iL Model/Sprinkle Failure to Cwso ma impair the performance of these de- Identification vices. Numbers If" - Kt- )e , I _ ¢ JVe%1t, TY1 131 Upright 2,8K. 1!2'1 * �4 TY1231 Pendent 2.8K, li2'f I Y21 31 Upright 4.2K, 1,2'1 IMPORrAN T �w "1 -q- 01 qN V10 it TY2231 Pendent 4,2K, 172' TY3131 Upright 5,61K, 1 I Y323 I Pendent 5,6K, 1.°2'! TY4131 - Upright 8 OK. 3i4'1 TY4231 Pendent 8 OK 14' 1 00, STANDARD SYMBOLS A STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS INSPECTIONS v ' A E.. S r J}N D APPROVAL, STAMP CO STATE OF IDAHO PLANS ACCEPTED SUBJECT TO COMMENTS ANO CHANGES INDICATED IN TRAWWRTAL LETTER INSTALLA TION IS SUBJECT TO A FIELD INS REVIEWED BY:-,- DATE: I COMME & RESIDENTIAL SPRINKLER SYSTE19c-" P I - ) L-( 7, SHE STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS INSPECTIONS ' A -4- 2, A N:-` E N .SOB No, 4. A C 5 DATA A A DRAWN BY F p JN E SCALE APPROVAL, STAMP CO STATE OF IDAHO PLANS ACCEPTED SUBJECT TO COMMENTS ANO CHANGES INDICATED IN TRAWWRTAL LETTER INSTALLA TION IS SUBJECT TO A FIELD INS REVIEWED BY:-,- DATE: I COMME & RESIDENTIAL SPRINKLER SYSTE19c-" P I - ) L-( 7, SHE m d�ll f c :OSOH Md0 6£L i "mizu I SdI 9 onplsed !Sd 9L :D4 dfls r'm L'3 R REVISIONS r. v NOTES Z' HEAD COUNT - 1 - --- SPRINKLERS TYPE DEGREE QTY J , STANDARD SYMBOLS STANDARD SYMBOLS POST INDICATOR VALVE CHECK VALVE KEY VALVE RISER FIRE HYDRANT 0, — FIRE DEPT, CONNECTION LJ — O. S. & Y GATE VALVE — RISER — SWING CHECK VALVE E3 — NEW UNDERGROUND 4 — EXIST UNDERGROUND STANDARD SYMBOLS JOB No. 1 DATE DRAWN BY APPROV STAMP STATE. OF IDA110 1 00 ACCEPTED SUBJECT TO CoMMENTS AND PLANS ACCEF, TRANSp-,,7AL LTER. INSTAL LA ' CHANGES INDICATED IN D ?PE ON. TION IS SUBJECT To A FI 000-1 REVIEWED BY: DATE J&& t9 m COMMERCIAL & RESIDENTIAL SPRINKLER SYSTEMS 1105 IONA RD. P.O. BOX 2620 (208) 524-5230 FAX 524-2119 IDAHO FALLS, IDAHO 83403-2620 SHEET No. j PA r Z' NOkTri, W11 i�fk eA/E z o il- ALARM CHECK VALVE RISER W/ALARM VALVE RISER W/DRY VALVE 0-0 — RISER W/ELEC. FLOW SWITCH E3 — RISER W/DELUGE VALVE PENDENT ON I" DROP — WATER MOTOR BELL PENDENT HEAD BELOW CEILING — ELECTRIC BELL — FLUSH FIRE DEPT. CONNECTION JOB No. 1 DATE DRAWN BY APPROV STAMP STATE. OF IDA110 1 00 ACCEPTED SUBJECT TO CoMMENTS AND PLANS ACCEF, TRANSp-,,7AL LTER. INSTAL LA ' CHANGES INDICATED IN D ?PE ON. TION IS SUBJECT To A FI 000-1 REVIEWED BY: DATE J&& t9 m COMMERCIAL & RESIDENTIAL SPRINKLER SYSTEMS 1105 IONA RD. P.O. BOX 2620 (208) 524-5230 FAX 524-2119 IDAHO FALLS, IDAHO 83403-2620 SHEET No. j PA r Z' NOkTri, W11 i�fk eA/E z o il- SPRINKLER HEAD SYMBOLS INSPECTIONS UPRIGHT ON 1/2" OUTLET 1. PENDENT ON 1/2 OUTLET UPRIGHT ON 1" SPRIG PENDENT ON I" DROP 4. PENDENT HEAD BELOW CEILING HEAD ABV & BELOW CEILING 2 — SIDEWALL ON 1/2" OUTLET — SIDEWALL ON 'I OUTLET JOB No. 1 DATE DRAWN BY APPROV STAMP STATE. OF IDA110 1 00 ACCEPTED SUBJECT TO CoMMENTS AND PLANS ACCEF, TRANSp-,,7AL LTER. INSTAL LA ' CHANGES INDICATED IN D ?PE ON. TION IS SUBJECT To A FI 000-1 REVIEWED BY: DATE J&& t9 m COMMERCIAL & RESIDENTIAL SPRINKLER SYSTEMS 1105 IONA RD. P.O. BOX 2620 (208) 524-5230 FAX 524-2119 IDAHO FALLS, IDAHO 83403-2620 SHEET No. j PA r Z' NOkTri, W11 i�fk eA/E z o il- a m 0 HEAD COUNT TYPE DEGREE STANDARD SYMBOLS CITY. POST INDICATOR VALVE - KEY VALVE FIRE HYDRANT STANDARD SYMBOLS REVISIONS NOTES COMMERCIAL & RESIDENTIAL SPRINKLER SYSTEMS FIRE DEPT. CONNECTION 1105 IONA RD, P.O. BOX 2620 t. SPRINKLERS - SWING CHECK VALVE joe No. 77 A :4 - EXIST UNDERGROUND UPRIGHT ON 1/2 OUTLET L DRAWN BY RISER W/ALARM VALVE PENDENT ON 1/2 OUTLET 2. RISER W/DRY VALVE UPRIGHT ON 1 - SPRIG 3. 000 - RISER W/ELEC. FLOW SWITCH PENDENT ON I" DROP 4. a - RISER W/DELUGE VALVE P�l PENDENT HEAD BELOW CEILING 5. At- - WATER HEAD COUNT TYPE DEGREE STANDARD SYMBOLS CITY. POST INDICATOR VALVE - KEY VALVE FIRE HYDRANT 04 d !D 0 cl Ndl) 61 5d >9 sa sd d s STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS COMMERCIAL & RESIDENTIAL SPRINKLER SYSTEMS FIRE DEPT. CONNECTION 1105 IONA RD, P.O. BOX 2620 - O.S. & Y GATE VALVE (208) 524-5230 FAX 524-2119 IDAHO FALLS, IDAHO 83403-2620 - SWING CHECK VALVE joe No. - NEW UNDERGROUND ALARM :4 - EXIST UNDERGROUND UPRIGHT ON 1/2 OUTLET 04 d !D 0 cl Ndl) 61 5d >9 sa sd d s INSPECTIONS IS S S-fATF- OF IDAV' COM ME N TS AND SUBJECT -'0 �� INSTALLA L 'PLANS ACCEP Tp./,q�,MITTAL ION Nsp -VE') SP cvAp'NGES IND P ' , ot _ TION IS SUBJECT REVIEWED STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS COMMERCIAL & RESIDENTIAL SPRINKLER SYSTEMS 1105 IONA RD, P.O. BOX 2620 (208) 524-5230 FAX 524-2119 IDAHO FALLS, IDAHO 83403-2620 joe No. ALARM CHECK VALVE DATE UPRIGHT ON 1/2 OUTLET DRAWN BY RISER W/ALARM VALVE PENDENT ON 1/2 OUTLET 2. RISER W/DRY VALVE UPRIGHT ON 1 - SPRIG 3. 000 - RISER W/ELEC. FLOW SWITCH PENDENT ON I" DROP 4. a - RISER W/DELUGE VALVE PENDENT HEAD BELOW CEILING 5. At- - WATER MOTOR BELL HEAD ABV & BELOW CEILING 0-* - ELECTRIC BELL SIDEWALL ON 1/2* OUTLET g - FLUSH FIRE DEPT. CONNECTION SIDEWALL ON I' OUTLET INSPECTIONS IS S S-fATF- OF IDAV' COM ME N TS AND SUBJECT -'0 �� INSTALLA L 'PLANS ACCEP Tp./,q�,MITTAL ION Nsp -VE') SP cvAp'NGES IND P ' , ot _ TION IS SUBJECT REVIEWED COMMERCIAL & RESIDENTIAL SPRINKLER SYSTEMS 1105 IONA RD, P.O. BOX 2620 (208) 524-5230 FAX 524-2119 IDAHO FALLS, IDAHO 83403-2620 joe No. SHEET No. DATE Cfl\ riff DRAWN BY A 0/iflo SCALl • • z Q WQ..� �� J v 1 20 30 40 �gL (g SCALE: 1 20' 486 7 4865 4 86-1 12" ULAIN, PIPE 04 4A r „fit" /t i � �,: � ���� s .^,^" "a`�' � "'.' 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= 11 - 0 as M M C/) min --q c/) M 0 z C) z all it 1 170 (5 z i4 vz- > t !4 5r, L31 L -lb- C4 Na lit j C) OD CD O lM Ln 0 z 0 C -5 it i t c/) Z o Al 8M i t; 4 M Cl < V) M >4 N I II it i t z x xjxjx x x x x x ' 13 o Mm �9 Il II II II II II II II II 0 Q) M a 0 cl CD 0 a O cp a co co k 0 v ct r lic ro 0 Ct eT% ct i it Hill iF T _- i i CD M M C/) min --q c/) M 0 z C) z all it 1 170 (5 z i4 vz- > t !4 5r, L31 L -lb- C4 Na lit j C) OD CD O lM Ln 0 z 0 C -5 it i t c/) Z it Hill > TO OFF PREMESIS MONITORING CONTRACTOR Z --4 tD Z Z K: 0 c) C co ig 0 < > t V) 0 T 7 ALARM f ill TROUBLE - T tic-, rn j6 ] c L l" ' J jiil SUPERASORY Z M 00 rn 0 za C 169 J co R c<0 g> 1) 0 0 0 0 z M U) M iF T _- i i CD M M C/) min --q c/) M 0 z C) z all it 1 170 (5 z i4 vz- > t !4 > TO OFF PREMESIS MONITORING CONTRACTOR Z --4 tD Z Z K: 0 c) C co ig 0 < > t V) 0 T 7 ALARM f ill TROUBLE - T tic-, rn j6 ] c L l" ' J jiil SUPERASORY Z M 00 rn 0 za C 169 J co R c<0 g> 1) 0 0 0 0 z M U) M iF T _- i i CD M M C/) min --q c/) M 0 z C) z all z i4 vz- > t !4 5r, 7', CO L -lb- C4 Na lit j C) OD CD O lM Ln 0 z 0 C -5 it i t c/) Z o Al 8M i t; 4 M Cl < V) M >4 N > TO OFF PREMESIS MONITORING CONTRACTOR Z --4 tD Z Z K: 0 c) C co ig 0 < > t V) 0 T 7 ALARM f ill TROUBLE - T tic-, rn j6 ] c L l" ' J jiil SUPERASORY Z M 00 rn 0 za C 169 J co R c<0 g> 1) 0 0 0 0 z M U) M iF T _- i i M M M min --q c/) M 0 z C) z all z i4 vz- > t !4 5r, 7', CO L -lb- C4 Na lit j C) OD CD O lM Ln 0 z h it i t c/) i t; L Cl < M >4 > TO OFF PREMESIS MONITORING CONTRACTOR Z --4 tD Z Z K: 0 c) C co ig 0 < > t V) 0 T 7 ALARM f ill TROUBLE - T tic-, rn j6 ] c L l" ' J jiil SUPERASORY Z M 00 rn 0 za C 169 J co R c<0 g> 1) 0 0 0 0 z M U) M O ) = C/� M cli it i 1 1 l , C) ---- ------- -- ---------- 1 4" i t - - - --------- > M U) U) U) V) > a) C z M rn -0 0 zS 1 zS M ;0 FCPS-1 a M C-) M 4b f il l V) a; 4� ;:0 - Fn M > � (A ND 00 o > V) 4ill -P. 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C) C) C) C) 00 r-4- C> co C) CD c) c) r.,) > C> fl 5' TO -P- C> FAN 0 z 00 0 M co a Premise f1j NJ 00 C: CD , 0 1 1 n L11 ;u CD ;:;4 0 Phones " IS) �? 0 4 -111 M Ring z M U11 Ln L71 7 cn OWER --4 0 L K r r-f- =3 1- 7 RTS 5 1 Tip 9 0 n C) 7z CD e Ul IF 101 0 (D to C-) CD TO z C) Ln cn C:F .I- U Phones Premise C) CD V) Ln Ln Ln I I I 00 0 3 cb to co M U1 :3 C) n Z) M 21 > M M M M M M G r— C 7z > :3 O P F: z z 7Z 1 0'. (/) C-) r-t M - --- 5 . 2 =r M t Z M M M M CD M M L/) Ln C) C) ..q X M M M 0 0 0 iF T _- i i M M min z C) z 0 z H > t !4 5r, 7', CO L -lb- C4 Na lit j C) OD CD O lM Ln 0 z h it i t c/) L Cl < M >4 I II it i t O ) = C/� M cli it i 1 1 l , C) ---- ------- -- ---------- 1 4" i t - - - --------- > M U) U) U) V) > a) C z M rn -0 0 zS 1 zS M ;0 FCPS-1 a M C-) M 4b f il l V) a; 4� ;:0 - Fn M > � (A ND 00 o > V) 4ill -P. Ln -Ij L�2j > r PQ M M M M Piz] jj ;0 : C? 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C) C) C) C) 00 r-4- C> co C) CD c) c) r.,) > C> fl 5' TO -P- C> FAN 0 z 00 0 M co a Premise f1j NJ 00 C: CD , 0 1 1 n L11 ;u CD ;:;4 0 Phones " IS) �? 0 4 -111 M Ring z M U11 Ln L71 7 cn OWER --4 0 L K r r-f- =3 1- 7 RTS 5 1 Tip 9 0 n C) 7z CD e Ul IF 101 0 (D to C-) CD TO z C) Ln cn C:F .I- U Phones Premise C) CD V) Ln Ln Ln I I I 00 0 3 cb to co M U1 :3 C) n Z) M 21 > M M M M M M G r— C 7z > :3 O P F: z z 7Z 1 0'. (/) C-) r-t M - --- 5 . 2 =r M t Z M M M M CD M M L/) Ln C) C) ..q X M M M 0 0 0 ECIPDA - HEALTH EDUCATIC DEVELOPMENT CENTER iF M i i M M min z C) z 0 z H > 5r, 11"a C) OD O lM Ln 0 z ECIPDA - HEALTH EDUCATIC DEVELOPMENT CENTER a S Inc.: La -Ar "1% F AT EeA -2-0-0 North ~ a kkho &3442 PH: (208) F A A (M) VAA wWorrimew iF i i 7 ]'', a S Inc.: La -Ar "1% F AT EeA -2-0-0 North ~ a kkho &3442 PH: (208) F A A (M) VAA wWorrimew — t w 40 4 bi R ts t 4 h * t ' b r4 i t 0 1 �8 9 tv R * 9 I 0 0 N v 9 S . 0. -4 1 -1 0 00 "-. 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