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HomeMy WebLinkAboutPLANS - 05-00342 - Artco Business Park - Office Buildingm J 9 FFF LERWILL ARTGO BUSINESS PARK LOT 2 &3 REXBURG, IDAHO LAND USE: LOT SIZE 1 ACRES 43560 FT 2 OFFICE BUILDING 5,180 F7 PARKING 1 19,418 FT 2 PARKING SPACES REQUIRED 45 PARKING SPACES SUPPLIED 53 LANDSCAPING 31 P. BO 131 TET IDAHO ■ 313- 23.75' o + 19.00 108 .83 LANDSCAPE AN CAP EELEV. 4870.00 RETAININ — — 12.33' BENCHo EXISTING OFFICE CONSTRUCTION 22.00 FINISHED FLOOR 4871.00 v Z FINISHED FLOOR 4871.00 n 0 2,927 PROPOSED NEW o LANDSCAPE Y c BUILDING LAN SCAPE INFORMATION KIOSK co _ 5' WALK W ® co I ° LANDSCAPE g � g o _ w m ELEV. t870.96 W W 10.00 � o I DUMPSTER • ELEV. 4870.96 ' ❑ W O N 5' WALK 18' 24.00 o � � N co I R 3o INV. i O CATCH BAST E EV. 4867.12 N EL . 486 .12 9' ELEV. 4869.85 8" �D 9 ELEV. 48 .36 24. zz 0 0 1 O Y 1 0 8 ®� IU-1 O 24' z� 18' 9' 9' 18' Imo; R 5' a` 7 l B.O 4870.6 LANDSCAPE LA ELEV. LAN�SCAPt ELEV. 4870.50 5 WALK c 104.00 108.83 ; N STOCKS AVE. SITE PLAN 1 =20 -0 ZIP REVISIONS: I BY c'.m oaf U Z w EL CL w U3 DRAWN: CHECKED: DATE: W 1"= 20' -0" Z 10805 3: SHEETS O c'.m oaf U Z w EL CL w U3 DRAWN: CHECKED: DATE: SCALE: 1"= 20' -0" JOB NO: 10805 SHEET: OF SHEETS APPROVE 0 a _ cn r n� 0 rn i r"v 0 on m n co cn c a 0 v w W W cn ru 0 0 rn tLtV. 4000.uu ti I v POND DETAIL VOLUME 755.23 CU. YD. PRE - FINISHED METAL FASCIA F? 0 METAL VENTS 0 4A cn SOFFIT - 6 S' O.G. STUCCO ACCENTS BRICK VENEER CEILLIW.s ELEVATION +1000 F- -1 L 7 F L 7 F L 7 F -i L 7 F L 7 L 7 F I- j- F- L -L 7 F L 7 F -I- -i L 7 L - T L - - --I L L 1----- 1 ------ I -- - - -J L-- -j L — — — TOP OF FTG--oso Ad['* L ----------------------------------------------- - - - - -- - -- - - -- ---------------------------------------- - - - - - i �lw WEST ELEVATION SCALE 1/4".-P-0" L F- -i L L 7 F_ -_ F- -i L 7 f- L 7 F_ -_ F- -1 L 7 F- I-L 7 F- -1-L 7 F- -i L 7 F- I-L 7 F- I L 7 L 11206 SHEET: I OF � SHEETS SOUTH ELEVATION SCALE 1/4 SOUTH ELEVATION SCALE 1/4 REVISIONS: I BY W DRAWN: CHECKED: DATE: 03 07/06 SCALE: 1/4"= 1'-0 JOB NO: 11206 SHEET: I OF � SHEETS APPROVEQ �430j(,:: BUILDING INSPEC 010 ♦ —% a—u —a i - -ter . —.rw REVISIONS: I BY [D d L C O W W CJ1 O �1J O O T (12)10° DIA. ROOF VENTS * NIP ROOF TYP. EAST ELEVATION BcP1E V4'•f�e' NORTH ELEVATION SCALE U4' :P -0u I i I i _ - r l_�_ DRAWN: CHECKED: DATE: 03/07/06 SCALE: 1/4"= V -0" JOB NO: 11206 SHEET: 2 OF SHEETS APPROVED 4 I3 0-�' BUILDING INSPEC REVISIONS: BY ///—DRAFT STOP " C%YFWM 50AFO TYPE X 107' -6" ?v—es +w%-c%. mmm��M �� SCALE 1/16 = I' _ Oil z r SEE STRUCT ALS FOOTING SCHEDULE MK « WIDTH LENGTH DEPTH LOMnOK41. KNOWK CITY SIZE LGTN F -I F -1 12' -4° 42' -6" SCALE 1/811 C 11 - /III 518 50. FT. iG/ DRAWN: CHECKED: DATE: 03/07/06 SCALE: 1/4"= V -0" JOB NO: 11206 SHEET: 3 OF 5 SHEETS APPROVED BUILDING INSPECTC FULL THICKNESS BLOWN BLANKET INSULATION 1/16" WAFER PLYWOOD—, PRE - FINISHED. METAL FASCIA VENTED METAL TYVEK VAPOR BARRIER BRICK —� 1/2" WAFER BOARD 2x4 REDWOOD OR TREATED PLATE ON SEAL SEALER WEEP HOLES TYP. \— (2) LAYERS V GYPSUM BOARD 11 /8 " GYPSUM BOARD "-2x6 -0 16" O.C. W/ R -21 BLOWN BLANKET INSULATION 3/4" T tG WAFER BOARD ' /2" DIA. A -BOLTS —� a 6' -0 O.C. r CONS "L WN YR. m a B' OL ! 0 4 HIM, GARS • 24' Of, t 2 BARS ON I I TOW CONC FOOTING ON YERI: BARS 24' OL \—(2) LAYERS bl8" GYPSUM BOARD �— R -30 BATT INSULATION 0 RIM Mk 14' KtO N1 AND 3' FPM BOTTOM OF FT& WI Miff F NOR ZXAL NOOK —� 4 1114 50 CONT. TYP. -,; ---------------------------------- SEE F'l. ANFORTNICI488 1---------------------------- - - - - -- 5ECTION 11 ,411 SCALE 1/4 : 11 FALL THICKNESS BLOWN BLANKET INSULATION 1/16" WAFER PLYWOOD– METAL FASCIA METAL SOFFIT trvEK VAPOR BARRIER BRICK � 112" WAFER BOARD 5 4" GYPSUM BOARD WEEP HOLES TYP. 48" GYPSUM BOARD TYPE X % GYPSUM BOARD '--` 2x6 * 16" O.G. W/ R -21 BLOWN BLANKET NSULATION 3/4" T 4G WAFER BOARD 41 8" G YPSUM BOARD TYPE X 12' -4" 11' -0" 18' -0" 12' -4" -6 11' -lo" 8 - 99' -2 101'40 NOTE: EAST WALL AND NORTH WALL IHOUR RATING SECTION "B" SCALE 1/4" = if - f0° FRAMING PLA SCALE 1/8 2 1 1 . o il 518fd SG2. fT. DRAWN: CHECKED: DATE: 03/07/06 SCALE: 1/4"= V -0" JOB NO: 11206 SHEET: A4 �5 OF SHEETS APPROVEa BUILDING INSPECTOR REVISIONS: I BY D Exir swN Locariorrs DOOR 5CHEDULE 3' - 0 " 4'- 4 5' - 10 " 11' -5 r r r r r r 101' -6" 0 : 2 3 5 am tam r N Ilia C] © 14' -11/2° C] i N 20' -3" N I C] 21'-41/2" rxr -C] Q N . _ M N 11' -0 r _ 0 1Nut106D��OQcC��4' EXIT �n ` ape (oil 3 1 .6 11 1I1l1gDk7tiri�l Q Q Q Q a Q �r ■ r� 0 Ui � \ � rl vi r J IT-61/2"— 23' -3 e A I -� o Q U-41 -411 N CV Cn 8 61 Q e EXIT 1 ' I e 0 CD LIM _ En cu cn 0 0 cn la 0 a ZE Lo CD CDL 0 W w v cn 0 ti 0 0 rn r -m11 4' -4" 5 5' -ll" 5' -6" 5' -6" 6' -2" 6 -2" 3 3' -6" 4' -1" 3' -1" 5' - 4 " 4' - 5' - 51/2" 4 4' 51/2" 3' 6' - 2" NOTE: EAST WALL AND NORTH WALL IHOUR RATING SECTION "B" SCALE 1/4" = if - f0° FRAMING PLA SCALE 1/8 2 1 1 . o il 518fd SG2. fT. DRAWN: CHECKED: DATE: 03/07/06 SCALE: 1/4"= V -0" JOB NO: 11206 SHEET: A4 �5 OF SHEETS APPROVEa BUILDING INSPECTOR REVISIONS: I BY D Exir swN Locariorrs DOOR 5CHEDULE 3' - 0 " 4'- 4 5' - 10 " 11' -5 r r r r r r 101' -6" 0 : 2 3 5 am tam r N Ilia C] © 14' -11/2° C] i N 20' -3" N I C] 21'-41/2" rxr -C] Q N . _ M N 11' -0 r _ 0 1Nut106D��OQcC��4' EXIT �n ` ape (oil 3 1 .6 11 1I1l1gDk7tiri�l Q Q Q Q a Q �r ■ r� 0 Ui � \ � rl vi r J IT-61/2"— 23' -3 e A I -� o Q U-41 -411 N CV Cn 8 61 Q e EXIT 1 ' I e 0 CD LIM _ En cu cn 0 0 cn la 0 a ZE Lo CD CDL 0 W w v cn 0 ti 0 0 rn APPROVEa BUILDING INSPECTOR REVISIONS: I BY D Exir swN Locariorrs DOOR 5CHEDULE 3' - 0 " 4'- 4 5' - 10 " 11' -5 r r r r r r 101' -6" 0 : 2 3 5 am tam r N Ilia C] © 14' -11/2° C] i N 20' -3" N I C] 21'-41/2" rxr -C] Q N . _ M N 11' -0 r _ 0 1Nut106D��OQcC��4' EXIT �n ` ape (oil 3 1 .6 11 1I1l1gDk7tiri�l Q Q Q Q a Q �r ■ r� 0 Ui � \ � rl vi r J IT-61/2"— 23' -3 e A I -� o Q U-41 -411 N CV Cn 8 61 Q e EXIT 1 ' I e 0 CD LIM _ En cu cn 0 0 cn la 0 a ZE Lo CD CDL 0 W w v cn 0 ti 0 0 rn REVISIONS: I BY NO. 12 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE, SPLAY WIRES AS OHM AND FASTEN TO STRUC. MIN. OF 3 WIRE TURNS EACH CONNECTION IGHT FIXTURE -� 45° NOTE: FXT. W. 201be. OR MORE CONNECT 2 NO. 12 GA. WIRES AT DIAGONAL CORNERS MIN. OF 3 WIRE TURNS EACH CONNETION LIGHT FIXTURES SHALL HAVE POSITIVE CONNECTION TO GRID VIA CLIP OR SCREW AT OPPOSITE POINTS NO. 12 GA. SPRAY WIRES. FASTEN TO FRAMING ABOVE W1 HI4 EYE SCREWS 1 -1/4" MIN. EMBEDMENT INTO WOOD FRAMING 12 ga. WIRE MIN. (4) WIRES AT EACH LOCATION STIZ N ® MAX. 4' Z EACH IIAY NO. 12 GA. SPRAY WIRES. FASTEN TO FRAMING ABOVE W1 1414 EYE SCREWS 1 -1/4" MIN. EMBEDMENT INTO WOOD FRAMING 12 ga. WIRE MIN. (4) WIRES AT EACH LOCATION 4�- i I. ALL CONSTRICTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH TIC 1991 UBC AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. 2. ALL PRIMARY ENTRANCES AND EXITS TO BUILDING SHALL BE ACCESSIBLE TO THE HANDICAPPED IN ACCORDANCE WITH ADA REQUIREMENTS. 3. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR S:FM. 4. ALL DOORS SHALL BE PROVIDED WITH LEVER TYPE HARDWARE IN COMPLIANCE WITH ADA STANDARDS. 5. THRESHOLDS SHALL NOT HAVE A RISE GREATER THAN 14. b. GLAZING IN DOORS, WITHIN 24" OF EACH SIDE OF JAMB AND WITHIN 18" OF WALKING SURFACES SHALL BE TEMPERED. 1. INSULATION MATERIALS, INCLUDING FACINGS, SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND A S&M DENSITY RATING NOT TO EXCEED 450. 8 MANUALLY OPERATED EDGE OR SURFACE- MOUNTED FLUSH BOLTS ARE PROHIBITED. S. THE RISE OF EVERY STEP IN A STAIRWAY SHALL NOT BE LESS THAN 4 INCHES AND NOT GREATER THAN 1 INCHES. THE RN SHALL NOT BE LESS TH � A A� N � 11 INCHES AND. THE TREAD RISERS SHALL NOT VARY BY MORE T HAN 3/8 ". 10. PROVIDE A MINIMUM OF ONE CLASS 2-A:10 -BC PORTABLE FIRE EXTINGUISHER FOR EVERY 3,OW SQUARE FEET OF FLOOR AREA AND PLACED SO THAT THE TRAVEL DISTANCE TO A FIFE EXTINGUISHER DOES NOT EXCEED 15 FEET. 11. EXIT DOORS SHALL BE SO MARKED THAT THEY ARE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION. 12. PROVIDE SIGN ABOVE EXIT DOORS THAT READS "THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS ". 13. EFFORT TO OPERATE EXIT DOORS: EXTERIOR Ob POUNDS, INTERIOR 5 POUNDS FIRE RATED 15 POUNDS 14. EXIT PASSAGEWAYS SHALL BE ILLUMINATED AT FLOOR LEVEL WITH A MINIMUM OF ONE FOOT- CANDLE AT TIME OF OCCUPANCY. 15. BRACED WALL PANELS AT CORNERS AND 0 25'0Z. SEE SCHEDULE FOR INFORMATION AND SHEET 3 FOR LOCATION. n c w \_MIN. CLEEARANCE �BOtH SIDES OF STAIRWAYS x-14" LVL STAIR JACK " GYPSUM BOARD 5TAI SCALE 1/4" = 1' - 0" TOILET SEAT COVER DISPENSER ATTACH TO MAGI RZ V 114' MACH. OMTS ATTACH TO RiWNS V NO 10 SCRpU3 mm -I/2" GRAB BAR TYP. zn . — TILE TO 4' FROM FLOOR TYP. . _ TOILET PAPER DISPENSER fly 11 \14.111 1110"1 �� W �j �M• ow" 11w I Z TOIL DISPENSER TILE TO 4' FROM FLOOR TYP. w rll%aT1 w r acv 11' 11.1 i. FLOORING TYP. 5GALE 1 PRESn "11CH AR -530 Prr IL Vrc,a LL LLj z 3: 0 DRAWN: CHECKED: DATE: 03 07/06 SCALE: 1/4 11= 1' -0" JOB NO: 11206 SHEET: 5 OF 5 SHEETS APPROVED 44Z BUILDING INSPr. 0 i 1OR 4a111I 4UA1� (D 0 w w _w <v 0 cn 0 3 ,.0� y.01 49'.10" — 40'-21/4" - - -- --- -- -- &-11 3/4' ---- - - '`- ------ - --- -- -- - - -- ------ - - - - -- - I -- - - - - - --- - - - - - - - -- - - - --- 1 I 1 I a WRAGE -- j i rl �II n'IaaNt huurll =U1ECkA=WNE • --------------- - - - - - -- — ------------ - - - - -- -- --------- _ -- ----------------------- .-------- - - - - -- j -- ----- ---- ------ --- ------ ----- ----- ----- -- -- --- -- -- ----- - - -- -- — -- - - - -- --- --- ---- - -- --' ------------------------------------------------------ I i r ------------------ -------`----- ---- 1 ❑ I ---- - --- --- ---- - - ---- -- ----- ---- - --- -- - -- --- -- -- -- ---- -- - --- -- �'s - - -- -i - ------------- - - ---- ------------------------------- - • --- --- --------------- - -- -- - -- - -- -- -- - - - - -- • ® -------- -- r ❑ ❑ I , MECNJPHONE ROOM I 1 I ,r - - - - - -- --------- - - - - -- -- - -- �1 ---------------- - -- - -- - - - - -- - I ------------------ - '� i' MEGEIIPNONE ROOM ® ECNIPNONE R � - - -- [- _ -- - - - - - - -- - - - -- - - -- --------------- -- -- - - - - -- -- -- — — --- -- - -- - -� CJ ❑ ❑ f; _ ! r 19' •0" I 14 -------------------- 1 I A I I J 13'•0 "` C_� — 4'.II" 9'•II" 3.,6,E 12'.a• >,_�,� PCUNDATION FLAN 5GALE 1/4 = 1 - Oil 5736 50. FT, POOTING 5Ck4ED�L MK 0 WIDTH LENGTH DEPTH LXITUDINAL REINORCM, QNTYj 51ZE LGTN F -I Z�� h q � OM F -2 Z El I !I �I (I C �Nl"e r� r -f�c,•ic_ APPROVED C> BUILDING INSPECTOR REVISIONS: ■ m DRAWN: CHECKED: DATE: 03/07/06 SCALE: JOB NO: 11206 SHEET: OF SHEETS �- i�i 'N") Z�� h q � OM Z CL - Z --� 0 �- m Q C.3 Z LA- M D I--- j • O � i w w - w ® Lx r� uJ CL I DRAWN: CHECKED: DATE: 03/07/06 SCALE: JOB NO: 11206 SHEET: OF SHEETS FULL THIGKNE55 BLOWN BLANKET INSULATION 1116" WAFER PLYWOOD - - - --, PRE - FINISHED METAL FA5CIA VENTED METAL SOFFIT TYVEK VAPOR BARRIER --,, BRICK I 12" WAFER BOARD 2x4 REDWOOD OR TREATED PLATE ON SEAL SEALER WEEP HOLES TYP. ----- DIA. 4-50LT5 ---�' 8" CONC. WALL W / VERT. BARS a 19" O,C 1 1 4 NORIZ. BARS a 24" O.G. t 2'4 BARS WITHIN 12 " TOW CONC, FOOTINGS W/ VERT, 5AR5 6 24" OL M IN. 14" INTO WALL AND 3" FROME BOTtOM OF FTC WI MiN 8" NORIZONtAL NOOK - i (214 BARS CONT. TTF SEE PLAN FOR TWME55 FULL THIGKNE55 BLOWN BLANKET IN5ULATION 1116" WAFER PLYWOOD— PRE- FIN5HED- METAL FASCIA METAL SOFFIT TYvEK VAPOR BARRIER BRICK 1/2" WAFER BOARD — GYPSUM BOARD WEEP HOLES T1 P DOOR NUMBER A `— (2) LAYERS 5 / " Y 8 � PsuM BOARD 5�8 GYP5UM BOARD — 2x6 6 16" O.C. W/ R -21 BLOWN BLANKET INSULATION HARDWARE DOOR TYPE DOOR TYPES I. INSULATED STEEL DOOR 2. SOLID CORE WOOD W/ ALUMINUM FRAME 3. TEMPERED GLA55 DOOR W1 ALUMINUM FRAME HARDWARE A, PANIC 5AR HARPWAR� W% CLOSER 4 EXIT SIGN 5. SINGLE. LEVER LOCK5ET C. ONE SET PUSH PULL W/ CLOSER :l5EE NOTE ill D. PANIC BAR HARDWARE W/ AUTOMATIC CL05ER I '� EXIT E.xIT SIGN LOCATION5 DOOR 5CHEDUL 3/4" T* WAFER BOARD \_(2) LAYERS 5 i " GYPSUM s P BOARD R -30 BATT INSULATION Q RIM 6EC-MO N 11411 5GALE 1/4" = 1' - 0" \ t2) LAYERS 5 / all GYPSUM A $ BOARD GYPSUM BOARD 2x6 a 16" O.C. W/ R -21 BLOWN BLANKET INSULATION 3/4" T sG WAFER BOARD x--(2) LAYERS GYPSUM BOARD NOTE: REAR WALL AND LEFT WALL IHOUR RATING 5EGT(CN 11 SCALE 1/4" = I' - 0" F � FLAN 5G4LE 1/4" 1' - o" 573(o 50. FT. / /T�4 r% 1 55 Tip S L� � HC,t �LT /3 0� BUILOING 1N PEC R -E VISIONS: ( BY Z LO Q Z CL ❑ J Z _ CY] Z W C3 Q Li Qi ❑ .. v W W w �I U) CL Qi Ll 4 0 Q Z ZT DRAWN: CHECKED: UaiE_ : 03/07706 S ' L -E. 1/4 It 1 I_ 0 „ SOB NO: 11206 SHEET: 4. — OF