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HomeMy WebLinkAboutAPPLICAITON & PLANS - 04-00411 - BYUI Taylor Building - RemodelCITY OF REXB URG PERMIT BUILDING PERMIT APPLICATION NOV 15 2004 19 E MAIN, REXBURG, ID. 83440 Please complete t e en ire Application! 208 - 359 -3020 X326 If the question dos no 200 fill in NA far on applicable PARCEL NUMBER: R P R X Pj C{ b N N CI F R EXB R G SUBDIVISION: UNIT# BLOCK# LOT# OWNER: 104 CONTACT PHONE # C2,aek) `1`lCo • 29111 7RYcop- $u�t oin/G PROPERTY ADDRESS: 5Z5 SourH Q74w,e S7 /�j�gueCt /pqWo 3yY - 2y /5! PHONE #: Home ( Work Z08 l ft& • Zy // Cell ( OWNER MAILING ADDRESS: 525 ,f. C yqX ST CITY: A%N&/,2fr STATE: / ZIP: t93VY - 2YIY APPLICANT (If other than owner) Q � 1%poew A", V&rtgyy y (If applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) MAILING ADDRESS OF APPLICANT 525 S. G "fZr - .9- CITY: ACQSUeG STATE; /2>4WO ZIP Wr W -Z / PHONE #: Home ( ) Work y9G • 2y // Cell( ) CONTRACTOR: gn/ - /0*wd PHONE: Home# Work# y4 • 21l// Cell# MAILING ADDRESS: 525 1. C. X ST. CITY AEkBu. -&- STATE AA ZIP 8 3yy 0 - /y How many houses are located on this property? /�olSlE Did you recently purchase this property ON Yes (If yes give owner's name) Is this a lot split? 0 YES (Please bring copy of new legal description of property) PROPOSED USE: 6CwMEAuaL R'r -woaEZ (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby certify that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2000 International Code in cases of any false statement or misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not started within 1>"s. Permit void if work stops for 180 days. DATE WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non - refundable and are paid in full at the time of application beginning January 1, 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval * *Building Permit Fees are due at time of application ** * *Building Permits are void if you check does not clear ** NAME PROPERTY ADDRESS SUBDIVISION Dwelling Units: Alone Parcel Acres: Front Footage (if applicable) Cvjrwc - D ' 94;9u �v 77 9V 1 t7F 7 5 2004 0 F Ri EXB URG SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area 62,925 MW 607 &' ~Junfinished Basement area ,y q Second floor /loft area 29 /3/�rXy- ,ycA& ed basement area N A Third floor /loft area A(/q Garage area N�ig Shed or Barn 4 Carport/Deck (30" above grade)Area k /,q Remodel (Need Estimate) $ 34, y0 ° — ° PLUMBING PLUMBERS NAME QY6 la*r/ ADDRESS ,525 S«.r�v CWMX .S CITY ,QEk,pu,¢r,. STATE /�. ZIP B3yYO PHONE (gyp$) FIXTURE COUNT CLOTHES WASHING MACHINE N q SPRINKLERS DISHWASHER A TUB /SHOWERS ,¢ FLOOR DRAIN K /! TOILET/URINAL N�A GARBAGE DISPOSAL '6�16 WATER HEATER HOT TUB /SPA slo WATER SOFTENER SINKS ty A (Lavatories, kitchens, bar, mop) WATER METER COUNT V L=W WATER METER SIZE exur/A!G• HEAT (Circle all that apply) Gas Oil Coa Fireplace Electric Commercial Buildings & Apartments with 3 or more units Only BUILDING ESTIMATE $ &# 2q7 SE, PLUMBING ESTIMATE $ STORM WATER LENGTH rsyriMG FRONT FOOTAGE E��sTiNG STRUCTURES DESCRIPTION USE 8 - c GMI), C- CWC&e70 rVWL Xewooez a&F w4P,d ^=w 4 owe cu4ule 004! BEDROOMS N fj CONSTRUCTION f G'Mrtw daga,v UNITS N A - ROOF NWe' NON CENSUS SANITATIONMETHOD NIA OCCUPANCY IOAD �sf� � S Yp rosA�L HEAT E'x/ST1i✓G • carte Ar f, - /TAW EXITS dSnLC, y /� Z•FLOOD ZONE Nl# G �L 4 9111 taiK6. #Wsf FENCE TYPE AIIA SETBACKS OCCUPANCY FRONT E)rIST/NG SIDE 6 SIDE t"A✓G- BACK & - XIJy7N!S- L ix a tic,� 2 BRIGHAM YOUNG UN IVERSITY IDAHO APPROVED: JAMS ELLER DATE DEAN OF RELIGION & SOCIAL SCIENCES EIS; - PROJECT ARCHITECT DATE MANAGER, DATE �G & CONSTRUCTION GARTH S. IvIILLFR COMMITTEE CHAIR, DATE .MINOR PROJECTS COMMITTEE WIE S SMYTH, VICE PRESIDET T, DATE ADMINISTRATION SYMBOLS SECTION Y n -cx INTERIOR ELEVATION a 2 ELEVATION 3 DETAIL DESCRIPTION DOOR L KEY NOTE O REVISION Q A BBREVIATIO NS ADJ. CLG. CONC. CONT. EXIST. FIN. FIR. FLIJOR. GYP. BD. HOR, HT. LAM. MIN. O.C. PART. BD. REQD SPECS SQ. TIT. VERT. ADJUSTABLE CEILING CONCRETE CONTINUOUS EXISTING FINISH FLOOR FLUORESCENT GYPSUM BOARD HORIZONTAL HEIGHT LAMINATE MINIMUM ON CENTER PARTICLE BOARD REQUIRED SPECIFICATIONS SQUARE TYPICAL VERTICAL v DRAWING INDEX SHEET DESCRIPTION SHEET DESCRIPTION GI -001 COVER AND INDEX AE -506 DETAILS GI -002 CONSTRUCTION AREA/PHASING PLAN AE -507 DETAILS AD -101 DEMOLITION PLAN AE -601 DOOR SCHEDULE AD -102 DEMOLITION REFLECTED CEILING PLAN MD -101 MECHANICAL DEMOLITION PLAN AE -101 CONSTRUCTION PLAN M -101 MECHANICAL CONSTRUCTION PLANT AE -102 MODIFIED REFLECTED CEILING PLAN ED -101 ELECTRICAL DEMOLITION PLAN AE -103 FURNITURE PLAN E -101 ELECTRICAL CONSTRUCTION PLAN AE -301 SECTION DETAILS E -102 ELECTRICAL CONSTRUCTION PLAN AE -302 SECTION DETAILS AE -401 I STEELCASE PLAN AE -402 STEELCASE PLAN AE -501 DETAILS Due D ate' 12/02/04 04 00411 << B YUI TAYLOR BLDG REMODEL PLAN DI OOMS 110 AND 111 In UTION ❑ DIRECTOR - CHARLES ANDERSEN - (496 -2451) ❑ CENTRAL SHOPS - WAYNE CLARK (496 - 2456) ❑ CNA /COORDINATOR - JOHN REED (496 - 2435) ❑ STRUCTURAL - DAVE WOODBURY (496 -2475) ❑ ELECTRICAAL - STEVE PRICE (496 -2470) ❑ HVAC - NEAI, SHIRLEY (496 -2473) ❑ MECHANICAL /PLUMBING - COLEMAN STEEL, (496 -2471) ❑ BUILDINGS /GROUNDS - DOUG WATSON (496 -2422) ❑ TELECOM PATHWAYS - TRAVIS WILLIAMS (496 -2898) ❑ FIRE SAFETY- KYLE WILLIAMS (496 -2481) . 'CT LIMIT 9 ❑ CAMPUS ARCHITECT - RUT, LON NIELSEN (496 -'1138) ❑ CONSTRUCTION - LLOYD BENSON (496 -2460) ❑ SAFETY OFFICER - ERIC HARMSTON (496 -2457) ❑ TELECOMMUNICATIONS - PAUL JEPPSON (496 -2401) ❑ NETWORK OPERATIONS - GAYLEN JENSEN (496 -1081) ❑ MULTI -MEDIA - KELAND DRANEY (496 -2400) ❑ TELEPHONE - JIM GRIFFITH (496 -2406) ❑ COMPUTER SERVICES - DOUG THOMPSON (496 -2810) ❑ SANDY MIYASAKI ❑ SCHEDULING COORDINATION- MARIE WELLS z O M H -�1 l,V O z O s C s � z Q� H �z o z0 W z z Q C U SHEET # GI -001 it Id JOILN TAYLOR Ist FLOOR PLAT on ■ -cam I IA REFERENCE NOTES z 1. TEMPORARY`CONSTRUCTION, DUST, AND SAFETY BARRIER. 2. SECURE ENTRANCE AS CONSTRUCTION ENTRANCE ONLY. x � 1 w � GENERAL NOTES c A. ALL NEW PENETRATIONS THROUGH FIRE -RATED WALLS SHALL BE FIRE - CAULKED, SEE DRAWING 5HFFTS AE -505 THROUGH AE -�r17 B KEY FIRE -RATED WALLS AREA OF NEW CONSTRUCTION A W �O Q� n_Q � O r-1 U 0 0 z � 0 U O a O� vz z � o z �o U w SHEET # GI -002 � -,UINJ I 1` I IUIV /AIvu rrnH "D iivb r SCALE: I/ I G" = 1'-0" 1 I 2 I 3 I 4 VIM74DAHO FACILUMI Dr-SIGN AND CONSIRLGITON DLPAIi IN=1- ARCHUECIRLI.ON NIFISP.R ��200 }RYL- IDAiiO At.i. RlCii It xN_liJt -nii D c 1® IA n DESIGN AND C:()httAliCS10N DI!PAATULV7 � a NOTE 2 NOTE 2 '• NOTE 3 NOTE 9 NOTE 9 NOTE f 0 I NOTE 7 ll NOTE (5 Rm I l o NOTE 3 NOTE 4 NOTE 2 N NOTE G 7�� NOTE .'I, NOTE 8 RM III '. .11 1 --NOTE 5 NOTE 7�/• CI AE -301 DEMOLITION PLAN SCALE: 1 /8" = 1'-0" 2 NIEISEN - . 'W Bl} - )AHD AIl. RIGI -ITti k[_C F'R \S it 3 4 4 REFERENCE NOTES I . REMOVE EXISTING DOOR AND HARDWARE. CAREFULLY SAW -CUT AND REMOVE METAL DOOR FRAME. SALVAGE DOOR AND HARDWARE FOR REINSTALLATION. D 2. SAW -CUT WALL TO FIT A NEW OPENING, SEE A I /AE -504 FOR NEW HEADER AND STEEL FRAME CONSTRUCTION AROUND OPENING. SEE CONSTRUCTION PLAN FOR SIZE AND LOCATION OF OPENING. 3. REMOVE EXISTING BUILT -IN CABINETS PATCH AND REPAIR WALL. CAREFULLY SALVAGE CABINETS FOR REINSTALLATION IN BENSON 268/269. 4. CAREFULLY SAW -CUT AND REMOVE EXISTING CMU WALL. 5. REMOVE EXISTING CHALKBOARD. c SALVAGE TO OWNER. G. SAW -CUT AND REMOVE TOP OF CONCRETE FLOOR TO DEPTH SHOWN IN DETAIL C I /AE -301. DO NOT SAW -CUT ALL THE WAY THROUGH THE FL OOR, ONLY SAVE/ - C UT TO DEPTH SHOWN IN DETAIL. 7. RE MOVE AND CARPET BASE. 8. EXISTING 8 "X8" MASONRY PIER. DO NOT DISTURB. 'll II, I,III 3. TACKBOARD TO BE REMOVED AND SALVAGED TO OWNER. 10. REMOVE DOOR AND HARDWARE. CAREFULLY SAW -CUT AND REMOVE METAL DOOR FRAME. 1 GENERAL NOTES 1 A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. B. ALL NEW PENETRATIONS THROUGH FIRE -RATED WALLS SHALL BE FIRE - CAULKED. SEE DRAWING SHEETS AE -505 THROUGH AE -507. KEY A !N1 DEMOLITION EXISTING TO REMAIN z O � � s x z � C7 � W H O a n� o W x � O � O z � 0 U 0 a z 0 H 0 o W r � SHEET # AD -101 1 2 3 ■© ■ -M 1® !A I'KfPARIiD 4 NOTE 8 Q O NOTE 3 q� NOTE 4--____1__J NOTE 3 NOTE 7 I NOTE I n NOTE 4 REMOVE LIGHT AND SALVAGE FOR KEY NOTE 9 J' NOTE I 0 o z I LL z NOTE 8 RETURN AIR GRILLE 2. NOTE I ® SUPPLY AIR GRILLE �/ NOTE /� / /I / / /I // /1/ NOTE 2 CEILING SYSTEM. �/7 717 7 T 7 7` �+ D 3. RELOCATE EXISTING FIRE SPRINKLER 5 SPRINKLER w NOTES NOTE 3 TO LOCATION INDICATED ON SHEET 1 z 4 > 1117 77 / / /I NOTE 10 OO z � NOTE 2� 4. NOTE 10 0 0 0 a NOTE G AE- 102. P4 O REMOVE EXISTING RETURN AIR GRILLE. I SALVAGE FOR REINSTALLATION. SEE \ 0 0 0 G. REMOVE EXISTING CEILING MOUNTED 4 � I REFERENCE NOTES Q O Os q� Z T I . REMOVE LIGHT AND SALVAGE FOR KEY w �w REINSTALLATION. SEE SHEET AE -1 02. Z C7 RETURN AIR GRILLE 2. REMOVE EXISTING ® SUPPLY AIR GRILLE SUSPENDED ACOUSTICAL 7i7 7 �+ DEMOLITION DEFLECTED CEILING PLAN CEILING SYSTEM. �+ D 3. RELOCATE EXISTING FIRE SPRINKLER 5 SPRINKLER w N HEAT SENSOR TO LOCATION INDICATED ON SHEET 1 z 4 > Q AE- 102. z i--+ 4. REMOVE EXISTING SUPPLY AIR GRILLE. a SALVAGE FOR REINSTALLATION. SEE AE- 102. P4 5. REMOVE EXISTING RETURN AIR GRILLE. SALVAGE FOR REINSTALLATION. SEE AE- 102, G. REMOVE EXISTING CEILING MOUNTED MANUAL PROJECTION SCREEN. 7. HEAT SENSOR TO 5E RELOCATED. SEE W PLAN AE- 102. v Q 8. CAREFULLY CUT SUSPENDED ACOUSTICAL CEILING SYSTEM TO ACCOMMODATE NEW WALL. 9. REMOVE EXISTING SUPPLY AIR GRILLE. 10. EXISTING MASONRY PIER. DO NOT q DISTURB. O Q � o GENERAL NOTES v A. ALL CONSTRUCTION IS EXISTING TO O REMAIN UNLESS NOTED OTHERWISE. G ~ Q 5. ALL NEW PENETRATIONS THROUGH p si FIRE -RATED WALLS SHALL SE R FIRE - CAULKED. SEE DRAWING SHEETS v AE -505 THROUGH AE -507. � I Q O Os q� KEY w �w — — DEMOLITION Z C7 RETURN AIR GRILLE O a ® SUPPLY AIR GRILLE H a U (- -� LIGHTING DEMOLITION DEFLECTED CEILING PLAN O RECESSED LIGHTING SCALE: 1 /8" = 1'-0" 5 SPRINKLER N HEAT SENSOR SHEET # 1 z 4 0 MOTION DETECTOR AD-102 i ID I RE IA I z � � z CONSTRUCTION PLAN SCALE: 1/6" = 1'-0" e REFERENCE NOTES I . INSTALL NEW 12'-0" X 4' -0" WHITE BOARD. MOUNT TOP OF 50,AKD AT 7-0" AF F. 2. NEW STRUCTURAL HEADER AND STEEL FRAME AROUND NEW OPENING IN n EXISTING BEARING WALL, SEE A I /AE -504. 3. NEW SLOPED FLOOR. SEE DETAIL INDICATED. 0 4. REPAIR WALL AS REQUIRED WHERE WALL WAS REMOVED. 5. NEW TEACHING PODIUM TO 15E INSTALLED UNDER 2004 IT BUDGET. ALL ROUGH -IN FOR PODIUM SHALL 5E INSTALLED AS PART OF THI5 PROJECT. SEE E -10 1 FOR DATA AND ELECTRICAL REQUIREMENTS. G. iNEW CARPET AND CARPET 5A5E. 7. EXISTING MASONRY PIER. DO NOT DI5TUR5. GENERAL NOTES f A. ALL DIMENSIONS ARE TO FACE OF METAL FRAMING OR FACE OF EXISTING CMU WALL. 15. PROVIDE BLOCKING AS REQUIRED IN NEW METAL FRAMED WALLS TO ACCOMMODATE WALL- MOUNTED ITEMS SEE DETAIL B I /AE -501. COORDINATE BLOCKING LOCATIONS WITH FURNITURE PLAN. C. SEE AE -601 FOR DOOR SCHEDULE �3 D. PAINT ENTIRE WALLS WHERE WORK HAS OCCURRED. E. ALL NEW PENETRATIONS THROUGH FIRE -RATED WALLS SHALL 5F FIRE - CAULKED. SEE DRAWING SHEETS AE -505 THROUGH AE -507. ® WALL TYPE KEY EXISTING WALL TO REMAIN A NEW 20 GA. 3 5/8" METAL ® FRAMING AT I G" O.C. WITH 5/8" GYP. 50ARD ON EACH SIDE. SEE AI /AE -501 . B NEW 8" CMU INFILL AT DOOR. ® INFILL TO EXACTLY MATCH N EXISTING WALL CONSTRUCTION. 7� SEE A2 /AE -501 . U" z x z � C7 � H r� W H q � O� � o w �O O 0 z 0 C O z U J W SHEET # AE -101 PREPARE) R]' Rn. -1DAHO PACILITIES DESIGN AhD C0N=UOD0\ DEPARTMEN7 - AR0111 E(T RL.ON NIE.i 4EN s 2004 RYU IDMO ALL RIGHTS RPCIik\TiD. I ll O IC B IA i 111 :-IDAFIO- FACILRff.S Dr.I,'N AVIl C'O FRI71 - 1T N IIFllAR'CAtF f z NOTE 12 NOTE 10 NOTE 4 (EXISTING TO REMAIN) NOTE 12— NOTE I I— NOTE 2— NOTE 5— NOTE G— NOTE 4— NOTE I— NOTE 13 O 0 0 0 O " 0 0 0 I � NOTE 12 NOTE 4 NOTE 7 (EXISTING TO REMAIN) `NOTE I I -NOTE 12 NOTE 3 (MATCH EXISTING) NOTE 6 NOTE 4 NOTE 13 NOTE 9 NOTE MOD11=1ED (REELECTED CEILING PLAN SCALE: 1 /8" = 1'-0' z a 4 8. NEW SUSPENDED ACOUSTICAL z a W I . NEW LOCATION FOR SALVAGED CEILING SYS ITEM. SEE B2 /AE -502. LIGHT FIXTURE. 9. NEW MOUNT FOR PROJECTOR, SEE NEW LOCATION FOR SALVAGED HEAT Z O c 53 /AE -50 1. MOUNT 15'-0" TO 19' -O" SENSOR. RETURN AIR GRILLE FROM PROJECTION SCREEN. INSTALL NEW HEAT SENSOR. 10. REINSTALL SALVAGED RETURN AIR NEW LOCATION FOR SALVAGED FIRE W a w <C GRILLE. SPRINKLER HEAD. 1 1. REINSTALL SALVAGED SUPPLY AIR INSTALL NEW 8' -0" WIDE ,� Z GRILLE CEILING - MOUNTED PROJECTION Q 12. NEW 2X4 THREE -LAMP PARABOLIC SCREEN. ¢ SPRINKLER_ LIGHT FIXTURE. INSTALL NEW SUPPLY AIR GRILLE. p 13. NEW CAN LIGHT. MATCH EXISTING. SIZE, STYLE, AND FINISH SHALL z� SHEET # EXACTLY MATCH EXISTING IN ROOM. x� GENERAL NOTES 7. INSTALL NEW RETURN AIR GRILLE. SIZE STYLE, AND FINISH SHALL ~ O A. ALL CONSTRUCTION IS EXISTING TO o REMAIN UNLESS NOTED OTHERWISE. 5. ALL NEW PENETRATIONS THROUGH v i; FIRE -RATED WALLS SHALL 5E O FIRE- CAULKED. SEE DRAWING SHEETS AE -505 THROUGH AE -507. REFERENCE NOTES z I . NEW LOCATION FOR SALVAGED W LIGHT FIXTURE. 2. NEW LOCATION FOR SALVAGED HEAT O r O SENSOR. RETURN AIR GRILLE 3. INSTALL NEW HEAT SENSOR. D 4. NEW LOCATION FOR SALVAGED FIRE W a w <C SPRINKLER HEAD. 5. INSTALL NEW 8' -0" WIDE ,� Z CEILING - MOUNTED PROJECTION O :D RECESSED LIGHTING' SCREEN. SPRINKLER_ G. INSTALL NEW SUPPLY AIR GRILLE. N SIZE, STYLE, AND FINISH SHALL SHEET # EXACTLY MATCH EXISTING IN ROOM. AE -1.02 7. INSTALL NEW RETURN AIR GRILLE. SIZE STYLE, AND FINISH SHALL EXACTLY MATCH EXISTING W KEY W a RETURN AIR GRILLE ® SUPPLY AIR GRILLE W a LIGHTING ( O A RECESSED LIGHTING' SPRINKLER_ v N HEAT SENSOR SHEET # MOTION DETECTOR AE -1.02 I 2 3 In IC Ix IA r :�crtmsc nrem� nxn mxsrxi�crnrn nv:.nan�ar,:.rr AI AE -402 FU KN I TU ICE PLAN SCALE. 1/8" = 1'-0" Z TE I REFERENCE NOTES z I . FIXED SEATING RELOCATED FROM SMITH 340. REUPHOLSTER SEATING O PRIOR TO INSTALLATION. REPLACE O ARMRESTS WITH NEW FROM D MANUFACTURER OR NEW SOLID MAPLE TO MATCH EXISTING IN SIZE. FINISH OF MANUFACTURERS ., ARMRESTS (IF USED) SHALL MATCH EXISTING. FINISH OF SOLD MAPLE (} ARMRESTS (IF USED) SHALL MATCH H WOOD DOOR FINISH. 2. CODE REQUIRED WHEELCHAIR SPACE. W W �O GENERAL NOTES OQ W A. INSTALL STEELCASE AS INDICATED ON THE PLAN. SEE DETAIL INDICATED. o PROVIDE BLOCKING IN NEW METAL - FRAMED WALLS TO v� ACCOMODATE WALL- MOUNTED ITEMS. SEE B 1 /AE -50 1. Q O U O a N KEY a o w s w SHEET # AE -103 AI AE -401 4 REFERENCE NOTES z EXISTING CMU WALL w Z i 15' -4" 6" 6 :D 10, oe l p W W EXISTING 4" CONCRETE FLOOR SLAB SAW -CUT AND REMOVE 3/8" �� O a FROM TOP OF CONCRETE FLOOR. DO NOT SAW CUT DEEPER THAN 3/8 ". DEMOLITION ELOO[Z SECTION � .<:AI F: 1 /2" _ i , -oll a H ° GENERAL NOTES EXISTING CMU WALL CEMENTITIOUS MORTAR. UTILIZE MAPECEM 100 BY MAPEI OR EQUAL AS APPROVED BY O ARCHITECT PRIOR TO INSTALLATION. O 3'-2" 12 � U a � � TAPERED RIGID INSULATION. USE EXTRUDED POLYSTYRENE "STYROFOAM HIGHLOAD40" BY DOW CANADA (5 1 9) 339 -5028. a d , ' d d 2" RIGID INSULATION STACKED TO DEPTH SHOWN. / USE EXTRUDED "STYROFOAM vJ z POLYSTYRENE HIGHLOAD jY O 40" BY DOW CANADA (5 1 9) 339 -5028. U EXISTING 4" CONCRETE FLOOR SLAB NEW 4" THICK CONCRETE SLAB WITH W #4 REINFORCING BARS AT 32" ON CENTER EACH WAY, rA NO REINFORCING BARS ARE ALLOWED IN THE TOP 1- 1/2" A IF SLAB. AE -302 - RA15ED FLOOD SECTION U W AI SCALE: 112" = 1 ' -01I SHEET z 3 4 MIMA DBYBYoITIAHO FACITArms DLIMa!wn cons —111. no-wr. An I —,— _,.1....,,,1,»,.,., n,.«,,1 -1 AE -301 z 4 REFERENCE NOTES 0 z r &E as a W �O n� TAPERED RIGID IN5ULATION U5E EXTRUDED POLYSTYRENE NEW CONCRETE SLAB "5TYROPOAM HIGHL OAD 40" GENERAL NOTES �.., BY DOW CANADA, (513)339-5026. w Z CEMENTITIOU5 MORTAR. UTILIZE MAPECEM 100 p O i 8 BY MAPEI OR EQUAL A5 APPROVED 5Y ARCHITECT PRIOR TO INSTALLATION. z ' O 31 318" x v O I #4 BAR @ 24" ON CENTER. EXI5TING 4" CONCRETE DOWEL AND EPDXY MINIMUM Of FLOOR 5LA5 v� 3" INTO EX15TING CONC. SLAB. Z EXTEND 18" MIN, INTO NEW SLAB. jay O H W z 0 al RAISED FLOOR SECTION DETAIL SCALE: 1 " = 1'-0" q SHEET # 1 z AE -302 iivanxrn xv avrannro - rncn.rres vtsc n!. co.srxucnon nrrears!er - eacanrca a"s»: srer srn ..c or,r„ nvo_mv, ,,, , A,H-r n.: ,: a,>rn 0 z a 4 REFERENCE NOTES z 0 o � H s~ STEELCASE PLAN AI SCALE: %4" = 1 ' - 0 " IA i BY BYU -MAHO - PAC11IL1ES MSIG\ A: 1 z - ARCIITTF;CP Al'I O\ \ilii_Si:\ .:�. ?tn1 Rvl'.iil ai+fl .�i t rsiCin a a t a } STEELCASE i,,EY GENERAL NOTES W W r c Z a MARK DESCRIPTION ORDER # � PJWRC234872 1 a 2 48 X 48 CORNER PCWKC4524 a WOKK51J RPACE 1 W O � 3 5BF PEDESTAL -LOCK Q Q 4 3G LATERAL FILE U I o o 5 5H C ANTILEVER PC55185 q G 48 STORAGE BIN M551-48 I G *TACK50ARD TB4818 G SHEET # AE -401 7 1 LEFT END PANEL PWF24L � 8 24 X GG WRK5URFC. 5 OFFICE 5 OFFICE 1 14.24 SE 1 14.24 51' o ° — A— © n �. n �© n — �, 4 A � o STEELCASE PLAN AI SCALE: %4" = 1 ' - 0 " IA i BY BYU -MAHO - PAC11IL1ES MSIG\ A: 1 z - ARCIITTF;CP Al'I O\ \ilii_Si:\ .:�. ?tn1 Rvl'.iil ai+fl .�i t rsiCin a a t a } STEELCASE i,,EY Z a MARK DESCRIPTION ORDER # 24 X 30 X 72 RIGHT PJWRC234872 1 JETTY CURVILINEAR 2 48 X 48 CORNER PCWKC4524 a WOKK51J RPACE 1 W O � 3 5BF PEDESTAL -LOCK MU2824515FL 4 3G LATERAL FILE 23626 1 5 5H C ANTILEVER PC55185 q G 48 STORAGE BIN M551-48 I G *TACK50ARD TB4818 SHEET # AE -401 7 1 LEFT END PANEL PWF24L 8 24 X GG WRK5URFC. PWRCGG24 Iv IL® I IA 20' -0" ENLARGED CLA55ROOM PLAN 1 2 3 V) z 4 N o � � o o '1? U w O O W z AE -402 QV J oe H 7' -3" 7' -3" U? CODE REQUIRED CODE REQUIRED _ N WHEELCHAIR SPACE WHEELCHAIR 5PAGE f'IX_ � tD 5EA I S FROM SM ITH 340. REUPHOLSTER 5EATS. I `_� I 0 0 I II 11 Q N Q ° zLu o Lu N 0 < — �> ZQ z 0 � O "- J J LLJ E > f j) Z LLJ J � m< - BY RY1 *4Dd140 - r.kC.H f -BDr -N A\ CO — R IT —T — J SCALE: 114" = 1'-0" 2 I 4 V V) z z o � � o o W U z ~ CA W x z AE -402 � O H p a W 40 a � n A o o0 o z � O ti R U O a V) z O w �� o W U z ~ CA W SHEET # AE -402 s 1 x WALL CONSTRUCTION. SEE WALL TYPES, 20 GA x G" FLAT STEEL BLOCKING GYPSUM BOARD ACCESSORY MOUNTED OVER FINISHED WALL NOTE: TYPICAL BLOCKING REQUIRED BEHIND WALL MOUNTED ACCESSORIES AND EQUIPMENT METAL FRAMING 1 BLOCKING DETAIL r V I n;nn;E NOTES: I . PROVIDE TOP OF WALL BRACING PER B2 /AE501. 2. FOR BLOCKING 5EE B 1 /AE501. AE505 -A2 -01 20 GUAGE 3 -5/8" METAL FRAMING @ I G" O.C. GYPSUM BOARD 4COU5TICAL BATT IN5ULATION AI WAL TYPE 'A' SCALE: I" = P-0" PREPARED RY ItYU -IDAHO - FACILITRiS DFSICN A: V CONST UMON DEPARIME \T- ARC[ 111TCTRULO_N 41EISE\ - P 2(X)4 R1 ' -IDAHO ALL RIC1-LI'.S RFCEVTDT 90° 20 GA. x 3 -5/8" STEEL STUD BRACE AT 48" O.C. ALTERNATING (FLAT), FASTEN TO STRUCTURE (ABOVE) TOP TRACK CEILING FINISH, COORDINATE WITH REFLECTED CEILING PLAN WALL FINISH AND FRAMING COORDINATE WITH WALL TYPE DETAILS WALL BRACE DETAIL 1, 1 1 / NONE NOTE5: I . DOWEL INTO EX15TING CMU WALL AT TOP, MIDDLE, AND BOTTOM OF EACH JAMB U51NG #4 REINFORCING 5AR5. DOWELS TO EXTEND G" MINIMUM INTO EXISTING CMU WALL. 2 8" WIDE X 8" HIGH X I G" LONG (NOMINAL) CMU. RUNNING BOND. A7 WALL TYPE 'B'_ SCALE: "" = I ' -0" 2 WE I � � W z H I W zo r-1 n� u 0 a r—� H W Q z 0 Ln Ln SHEET # AE - 501 EXISTING CONCRETE FLOOR EX15TING W8X 10 BEAM -7 v a v a 3 BEAM CLAMP, SEE B3 /AE503. NEW UNI5TRUT. SEE A2 /AE503. NEW PIPE COUPLING FITTING, SEE B I /AE503. NEW i" DIAMETER STEEL PIPE THREADED AT BOTH END5 PROJECTOR MOUNT DETAIL vv n �e (FIELD VERIFY) 1 71/2" z r'" x -5o TYPICAL 5PLAY WIRE 12 GA. AT 12' -0" O.C. y/�� CO C� IN EACH PLAN OF EACH RUNNER COTyP FIRST LINE OF BRACING I FULL H ICAL TYP CMU WALL 4' -0" OR LE55 FROM WALL BOUNDARY - VERTICAL `- / 0 M 2 GA. AT W CEILING SUSPENSION SYSTEM 4' -0" O.C. RSA > MASONRY ANCHOR R / I of d Q / 1 2 MIN. M z H TACK WELD FRAME TO (J ANGLE (ALL AROUND BOTH SIDES). CAULK. I "X I "X 1 /5" STEEL ANGLE. p EACH SIDE 114" 2 -4 I/4" 2 -4 \ a F7 �77 3 "X5 "X I/8" TUBE STEEL �P� W KNOCK -DOWN HOLLOW OF WALL AND FRAME 1 ,R 2a METAL FRAME L AFfA5 a 5MALLER T HAN 144 5Q. FT. AND WITH WALL5 ON FOUR SIDES EXTENDING TO THE STRUCTURE iy NEED NOT BE BRACED. NOTE: BOUNDARY WALLS SCHEDULED DOOR MUST BE BRACED TOP AND BOTTOM INDEPENDENT D00 R MEAD OF CEILING TO QUALIFY. ( NINE 5U5PENDED CEILING DETALi ) (711 If�ir DETAIL � _A 2 NONE �" \ NONE o Z' CONDUIT TO PODIUM, SURFACE -MOUNT 2" CONDUIT TO PODIUM. SURFACE -MOUNT Z WIRE MOLD ON CAST WALL DOWN TO ON TAYLOR 1 1 1 WIRE MOLD ON EAST WALL ON TAYLOR I 1 1 w FLOOR. RUN CONTROL CABLING DOWN TO FLOOR. RUN CONTROL CABLING C O ACROSS FLOOR ACROSS FLOOR CMU WALL DWIRE TO PODIUM 0 UNDER UNDER WIRE 3/4" CONDUIT TO PODIUM . GUARD. GUARD. 2 "x4 "x3" 3/4" CONDUIT TO PANEL OMMUNICATIONS C BOX. MASONRY ANCHOR I/4" 2 -4 a SURFACE -MOUNT WIRE -MOLD ON 120 V AC, 10 SUPPORT EAST WALL OF TAYLOR I I I DOWN F TO FLOOR. RUN POWER CORD III 2 "x4 "x3" COMMUNICATIONS FROM STRUCTURE. DUPLEX OUTLET - KNOCK -DOWN HOLLOW ACROSS FLOOR TO PODIUM J -BOX PROJECTOR MOUNT MET AL FRAME - UNDER WIRE GUARD. SEE 53 /AE -50 I - — OF WALL AND FRAME ji 1/4" 2 -4 Y-� GROMMET FACE PLATE. SCHEDULED DOOR 2 "x4 "x3" J -BOX WITH PLENUM -RATED GROMMET FACE PLATE CONTROL WIRING 2 "X57 1/8" TUBE STEEL POWER CORD TO PODIUM CEILING GROMMET I "X171/8" STEEL ANGLE. PROJECTOR MOUNT. INSTALL "HEAD" AFTER PULLING LINE OF FINISH CEILING EACH SIDE. v SEE B3 /AE -501 CORD THROUGH CONDUIT. O TACK E LL D A � PROJECTOR DETAIL OPTION 'A' PROJECTOR DETAIL OPTION 'B' A2 CALE: NONE S A Mff DOOR JAMB BOTH SIDES), CAULK ( D3 SHE `� �' I SCALE: NONE i 1'It F;YAAF.D BY NYL- IDA}IO - PAa1lIT1E5 ➢]SIGN ART CO \,rfRPC110\ ➢EPARTIC?�P - ARfHI'I7:Cf RUiO.'v R"IPzs E� , 5. ?001 NYS IDAi30 ;11 I, AICHT Ri_CF'R l`ED. z NONE AE - 5 502 l NOTE: USE P2470 -100 UNISTRUT PIPE COUPLING FITTING (35660 Clinton Street, Wayne, MI 481 4 NOTE: USE P2380 2 -2 UNISTRUT CHANNEL STUD NUT (35660 Clinton Street, Wayne, MI 48184 3 NOTE: USE P2867 UNISTRUT BEAM CLAMP (35660 Clinton Street, Wayne, MI 48184 rry Tel: 800 52 1 7730, Fax 734 - 721 -4106) Tel: 800 521 -7730, Fax: 734 - 721 -4106) Tel: 800 52 1 -7730, Fax: 734 - 721 -4106) Z ._., -- _. _------- ,._. —__, -- _. ..... - _«.._ - ._._....�,.. P2470 -50 -75 -140 Pipe Coupling Fitti ! g 'A' 'B' F.' U'. With Channel eb I�e, BW51 =e s,a T eaeW. „DDas P1000.. _ P n e mbar Tbreao mm1 Lbs P2M : P1100 PBDW P2867 WU100 pcs: 134 Lbs (60.8 kg) 0 FASTEN PIPE COUPLING f r 9 ■ I FITTING TO UNISTRUT WITH 1 A -IS '� 1, 12 TWO CHANNEL STUD NUTS r h z CZI> (SEE 52/AE508). EACH z CHANNEL STUD NUT TO HAVE Parl Beam Wt /100 pcs 5 / ' FLAT WASHER, LOCK WASHER,_, 1,. 3 3(. } AND NUT (SEE A IlAE508).�� „ -- 3 16 _, P26 7 6” 134 H a s Pipe Coupling ■ 6 - -- c .r 1 F � 9" 134 - Part Size Wt /100 pcs Number In Lbs (ky) AI3DVJldDtDrDr.esale Feu " d nDseanbe si pliiel ryu equcSL ;,' P- K-3671 12 12' 145 B P- �,: 77 S ■ ( ,1.� / V . _. -___ 3 „ _ _— _. - - - -_— r P 24 7 ID 93 P:, lei Ii 1 18 ■ /() 21 W F! I= 1v!b 1 103 M 2 ,I I , 20 -+ R ,e •Includes: "J" Bolt, "U" Bolt and Hex Nuts. ■ Acceptable toruSe 20 ■ For use with Channels P1000, P1100, P2000, P3000, P3300, P3301. P4000, P4001, P4100, P4101 a .7 H and . r PIPE COUPLING FITTING CHANNEL STUD NUT BEAM CLAMP .71.F1LL: IvvrvL \ `� `-' / SCALE: NONE � t)C;ALE: NONE � Flat Washers Hexagon Nuts Wt 00 Des o� NOTE: USE P 1000 UNISTRUT CHANNEL (35660 Clinton Street, Wayne, MI 48 184 Tel 800 521 Fax: I € `fit c '', � �• � �? � o w /. Dns Parl No Size Lbs (kg/ Parl No Size Lbs Ikg) j } 08 -7730, 734 - 721- 4106) S b R E � ��„ 1 - 4 1.1 Wt/100 Ft: 2 0 m) ` o i 1, J Allowable Moment 5,080 In -Lbs (570 Nil �. " .. '"' y '12 Gauge Nominal Thickness A05" (2.7mm) I -- - _ g 8, h ` �; «� _ - j �.. I t ,7Lock Washers A NOTE: USE UNISTRUT WASH lh Doc: WASHERS AND NUTS PriN Sze Lbs lk9) � � � �'' —' _— — — 915 l 11. � z 3 l . . _._ _..__ __ __�_ n INDICATED (35660 Clinton Street, Wayne, MI Y 710" D „ 4(5 184. Tel: 800 52 1 -7730, Fax: 734 -72 1-4 1 OG) E~ 380 ... i,.l, ".. I' r, Do J A I BOLTS AND WA5f1ER5 UNISTRUT A2 SCALE: NONE SHEET SCALE: NONE 2 AE - 503 PREPARED BY BYV IDAHO - FACILYHES D „ti](;NAND CONSTRuci DLPARTAI E \T- ARCI111E<Ttil'IO\lilt SP=: -r antis nn'1ti 1 , I i I ITT I caS tiii 2 3' -4 112 1114 f , T > tl � 3 "x5 "x 1 /8" TUBE STEEL » B B EXISTING CMU WALL W EPDXY ANCHOR i (P. SEE DETAIL INDICATED 2 "x5 "x 1 /8" TUBE 5TEEL n� o 7' -4 SEE JAMB AND HEAD DETAILS O B I * A3 /AE -502 FOR ANGLE AROUND O PENIN G ON BO TH 5IDE5. - -- -- - -- EXISTING 8" CMU WALL U O a 3/8" EPDXY ANCHOR EXTEND G" MINIMUM f A2 INTO CMU . N AE -504 'v TYP.OF A FOUR 1 1/2" 0 HOLE---' r, LINE OF EXISTING FLOOR I - 1/2"0 HOLE FOR EPDXY ANCHOR W 12" \ INSTALLATION � z O U 5TEEL FFZAME AT NEW DOOR OPENING5 A2 STEEL ffKAME DETAIL Al SCALE: I " = i ' - SCALE: 3" = 1 ' -0" SHEET AE - 504 4 1 2 3 nunnnaunm vvi..rnairn.znu.rr rTrr_ c nrcrc.N ntiT(Y]N.CI'RU(TION DEPARTMETT- AACHITECI'0.VLDN:.7F.7SEN - ^ r_2p AYUMAT TO ALI, AIGII'1'S RESERVED. System No. W -L- 1 289 cc F Ratings - I and 2 hr (See Items I and 3) N System No. VV-J- 1026 o z F Kating5 - I and 2 Nr (See Item 3) _7:1 T Rating O Fir T Rating - 0 Fir p A p e a ' A h � 1 Z 1".1 3 1 d' a ° ' 4 ' v "' 1:•. _ rye n I A SECTION A -A Z 1. Wall Assembly -- The 1 or 2 hr fire -rated gypsum board /stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 0400 Series 2 °,' ' ,'. °`• � r or Wall or Partition Design in the A ° UL Fire Resistance Directory and shall include the following construction features: ; r A. Studs -- Wall framing may consist of either wood studs or steel channel studs . Wood studs to ` a consist of nom 2 by d n lum ber d C (1r` Cf. J 1� A_ A,. 1.. 7 1 /1) J - -- ,1, um„�, space 1 , v iii. V . JICCI JIUUJ W UC 111111 J Ill. U=P, fabricated from 25 MSG galy steel, spaced max 24 in. OC. SECTION AA B. Gypsum Board* - -- The gypsum board type, number of layers, fastener type and sheet orientation o shall be as specified in the individual Wall and Partition Design. Max diam opening is 12 in. The hourly F Ra ting of khe firestop system is equal to the hourly fire rating of the wall Wall ,assembly . lightweight weight pc Min 2 -1/2 in thick reinforced lihtweiht or normal (100 -150 f) Z assembly in which it is installed. concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam w 2. Through Penetrant -- One metallic pipe, conduit or tube to be installed either concentrically or of opening is 12 - 1/2 in. O O eccentrically within the firestop system. The min annular space between the pipe, conduit or tube and the See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of Q p eri he of the o enin shall be min. 0 in. (point contact to max 7 -7 8 in. Pi p ry opening ( ) / Pipe conduit or tube to be manufacturers. P4 rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits 2. Through- Penetrants One metallic pipe, conduit or tubing to be centered within the firestop or tubes may be used: system. The annular space between pipes, conduit or tubing and periphery of opening shall A. Steel Pipe -- Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, be min 1/2 in. to max 7/8 in. Pipe, conduit or tubing to be rigidly supported on both a B. Iron Pipe -- Nom 4in, diam (or smaller) cast or ductile iron pipe. sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing C. Conduit -- Nom 4in, diam (or smaller) rigid steel conduit. may be used: D. Conduit " -- Nom 4in. diam (or smaller) steel electrical metallic conduit. A. Steel Pipe Nom 10 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. E. Copper Tubing -- Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. B. Conduit Nom 4 in. diam (or smaller)) steel electrical metallic tubing or nom 6 in. F. Copper Pipe -- Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. diam (or smaller) steel conduit. 3. Firesto p System -- The firestop system shall consist of the following: C. Copper Tu bing Nom 4in. diam (or smaller) Type L (or heavier) copper tubing. A. Packing Material -- Glass fiber or mineral wool batt insulation firmly packed within the wall cavity o D. Copp Pe Nom 4in. diam (or smaller) Regular (or heavier) copper pipe. around the opening as a permanent form. 3. FI. Void or Cavity Material* - Sealant Min 5/8 in. or 1 -1/4 in. thickness of fill material B. Fill, Void or Cavity Material * -Foam -'- material applied within annulus flush with both surfaces applied applied within the annulus, flush with both surfaces of wall for 1 hr and 2 hr fire -rated of the wall 4 • Min fill material thickness far 1 hr F Rating is 4 -3/4 in. Min VIII material thickness for 2 walls, respectively. F Rating is 6 in. HILTI CONSTRUCTION CHFh1!C.ALS, D'V OF HI HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS601 or FS -ONE Sealant HILTI INC -- CP 620 Fire Foam * Bearing the UL Classification Marking z p *Bearing the UL Classification Mark ; S 1 F� Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. FIRESTOP SYSTEMS September 10, 2003 L S 1 Fj� u n I I Reproduced by HILTI, Inc. Courtesy of � Underwriters Laboratories, Inc. �� FIRESTOP SYSTEMS w SHEET C u5 PRF,1'ARY,Dliy RI'i- IDA}i0- FACII,7]FCnISICCA\. COVSTRUCfION DI. P- M" T. SIP\ fAR(:T TITI;C IRl: 1_ O\N IkT, lEN-! 2(f) 4BY I'- IDAI- 10.11,1lI(;111,SRrCpRtT,D, I I December 02, 1997 C U S AE - 505 System No, VV-J -3036 F Rating - I and 2 Ir T Rating - 0 hr 1, Nall Assembly - Min 5 in. thick reinforced lightweight or normal weight (100 -150 pct) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 4 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Metallic Sleeve - Nom 4 in. diam steel electrical metallic tubing (EMT) or S chedule t o fi Al L1.. J • J. -u_.J .lGluuul� SGCeI pipe ni�udn nL I k '- v wa ll u"aseliuny and installed flush with wall surfaces. 3. Cables - Aggregate cross- sectional area of cables in opening to be max 25 percent of the cross - sectional area of the opening. The annular space between the cable bundle and the periphery of the opening to be min 1/8 in. to max 3/4 in. Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sized of cables may be used: A. 6 pair - No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and PVC jacket. B. 24 fiber optic cable with polyvinyl chloride (PVC) outer and subunit jacket. C. Type RGU /59 coaxial cable with polyethylene (PE) insulation and polyvinyl (PVC) jacket D. The 2/C No. 10 AWG cable with ground with polyvinyl (PVC) insulation and jacket. E. 3/C No. 12 AWG cable with polyvinyl chloride (PVC) insulation in a nominal 1/2 in. flexible metal conduit. 4. Fill, Void or Cavity Material* - Putty - Min 5/8 in. thickness of fill material applied within annulus flush with both surfaces of wall. Fill material to be forced into interstices of cable bundle to the max extent possible on both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed around the cable bundle and lapped over the steel sleeve. HILT. CONSTRUCTION CHEMICALS, DIV OF HILTI, Inc. - CP618 Firestop Putty Stick *Bearing the UL Classification Marking nn ��p,SS I Fj� Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. (DL us FIRESTOP SYSTEMS November 10, 1998 RYL- IDA110- AACEII'IT:('I ALTON NIE11F.h . ?' 2(qi Rl'li -iDN10 ALI. RIGEITC Af:S}A\ F.D. 0 Q7 Z O a 0 Z 0 ti J 0 a " O w � Z �+ Z) a W zo � o OO ~ O W H W Z O c; w SHEET AE - 506 5y5tem No. W -L -31 N�� F Rating5 - I and 2 Hr T Rating - 0 Hr SECTION A -A 2, Metallic Sleeve — Optional The nominal 4 in, diam steel electrical metallic tubing (EMT) or Schedule 5 steel pipe friction fit into wall assembly and installed flush with wall surfaces. 3. Cables Aggregate cross — sectional area of cables in cable tray to be max 25 percent of the cross — sectional area of the opening. The annular space between the cable bundle and the periphery of the opening to be min 1/8 in. to max 3/4 in. Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of cables may be used: A. 6 pair — No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and PVC jacket. B. 24 fiber optic cable with polyvinyl chloride (PVC) outer and subunit jacket. C. Type RGU /59 coaxial cable with polyethylene (PE) insulation and polyvinyl (PVC) jacket. D. The 2/C No. 10 AWG cable with ground with polyvinyl (PVC) insulation and jacket. E. 3/C No. 12 AWG cable with polyvinyl chloride (PVC) insulation in a nominal 1/2 in. flexible metal conduit. 4. Fill, Void or Cavity Material* Putty — Min 5/8 in. thickness of fill material applied within annulus flush with both surfaces of wall. Fill material to be forced into interstices of cable bundle to the max extent possible on both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed th ca ble ti al a aroun e ca„Ie bun an„ appe „ over ki tti l s Sleeve. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP618 Firestop Putty Stick *Bearing the UL Classification Marking Wall Assembly The fire — rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner specified if the individual 0300 or 0400 Series Wall and Partition Designs in the Fire Resistance Directory and shall include the following construction features: A. Studs Wall framing shall consist of either wood studs or channel shaped steel studs. Wood studs to consist of 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2 -1/2 in. wide, fabricated from min 25 MSG galvanized steel, spaced max 24 in. OC. B. Gypsum Board* 5/8 in. 4 ft wide with square or tapered edges. The gypsum wallboard type, number of layers and sheet orientation shall be as specified in the individual U300 or U400 Series Designs in the UL Fire Resistance Directory. Max diam of opening is 4 in. FIRESTOP SYSTEMS Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. December 07, 1999 SiFj� C �L us 11111 i -I i1 II I1 1 -1 -1- =I=II - 11II1 : \Ii\ "I F 200t BYU IDAHO All RIG111 S RIII':R1TD z O O Z Z) C7 W �O O� H � z~ O� ~ O U O Z 0 0 a W 5d Z c U s W n SHEET AE - 507 DOOR 5CNEDULE DOOR TYPES FRAME TYPES z DOOR W DETAILS 3' -4" O l o l u= Lu LLJ � �5_ Lu I Ln o I u- HERD JAMB HARDWARE a � z � AREA "A" 7 -0 " 7 - 0 " KNOCK -DOWN HOLLOW � -' p I 10 A D 1 51 F I T I FR20 B I /AE - 502 A3 /AE - 502 H I ,112, H3, 114, H5, H6 1 105 D 1 • 51 P I TI FR20 51/AE-502 A3 /AE -502 H I, 112, 113, H4, H5, 116 III D2 • 51 fl TI FR20 B I /AE -502 A3 /AE -502 111, 114, H6, 117 a W METAL F RAM I (� Q O NEW SOLID CORE WOOD DOOR DI SALVAGED SOLID WOOD CORE DOOR AND HARDWARE D2 s GENERAL: 1. FIELD VERIFY ALL DOOR SIZES PRIOR TO ORDERING DOOK5. V Z 2, DUE TO MULTIPLE USE, SOME OF THE DETAILS REFEREED TO ON THE DOOR SCHEDULE ARE REVERSED r O O AND /OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN DOOR SIDE 1 4 Q ALL CA5E5 BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE. o 1 DOOR5 TO BE SET TO CLEAR FINISHED FLOOR SURFACE BY 112 ", 2 I14" 5/8" U C 4. DOOR FRAME ANCHORS ARE NOT SHOWN ON DETAILS, ANCHORING SYSTEM WILL VARY, PROVIDE MINIMUM .a OF (3) EA. ANCHORS PER JAMB AT ALL DOORS 3' -0" WIDE AND LESS, m 5. COORDINATE LOCATIONS OF HOLD OPEN DEVICES WITH ELECTRICAL DRAWINGS. DESCRIPTION: 5 SIZE H HARDWARE Q 51 1 -314" x 3' -0" x 7-0" H I MAGNETIC HOLD -OPEN COORDINATE WITH ELECTRICAL L H2 CLOSER H3 LATCH SET (LEVER TYPE) FIRE RATING H4 SMOKE GASKETS O H5 HINGES (THREE PER DOOR) KNOCK -DOWN HOLLOW O FR20 20 MINUTE HG WALL DOOR STOP METAL FRAME PROFILE H7 INSTALL SALVAGE DOOR. CLOSER, LATCH5ET, AND HINGES J FI SHEET # PRLVARIiU AY R11- IDAIiO - 7'ACILITIFS Dtiti1C V BIND CO \STAi %CI'IOti DIiP- NtThIG \7 - AAC}IITf;('t NL7,0,�' \'1lISF.!' - P 3 Wk BYL- 1DAli0 Ai.l. RICHTC R FCF'R[;n AE -601 1 1 I � ®c o n EA NOTE 1--� NOTE I NOTE VS. NO 1 DEMOLITION MECHANICAL PLAN C, I GENERAL NOTES I KEY SCALE: 1 /6" = 1' N V o O o za SHEET # MD-101J REFERENCE NOTES I REMOVE DUCTWORK AND GRILLES AS SHOWN. COORDINATE WITH DEMOLITION AND CONSTRUCTION REFLECTED CEILING PLANS. 1 1 2 ®D I ®B ®A MECHANICAL PLAN SCALE: 1 /8" = l '-O" A 1 1 2 REy V,ETIIIYBYL -111AI J RL-crlo- MF RT \1L \7 - ARCH='G ALTO -1 Cif t_�ri A REFERENCE NOTES 0 I. NEW 10" X 12" X I" AL DUCT 2. NEW 10" DIAMETER DUCT. 3. RELOCATED RETURN AIR GRILLE. O 4. RELOCATED SUPPLY AIR GRILLE. �+ n 5. NEW RETURN AIR GRILLE AND SOUND BOOT. MATCH EXISTING. 6, EXISTING MASONRY PIER. DO NOT ~' DISTURB. z u H W zo GENERAL NOTES q A. ALL CONSTRUCTION 1 5 EXI5TING TO REMAIN UNLE55 SPECIFICALLY NOTED OTHERWISE. J Z 0 00 ~ O O U KEY U r o a O J W a SHEET # M -101 E© Ic /B 3 i A ELECTRICAL DEMOLITION PLAN SCALE: 1/8" = l'-O' A N 'REI'ARIiD BY BYt: -IDA10 FACILITIES DESIGN AND CONSflRti TON DI!PART' \IE \T ARCTUTECT MTON NIEMEN �. 1Wi R1'li- iD.4II0 AI�I, RIGHTS RISFRtTD. REFERENCE NOTES Z y 1 . RELOCATE EXISTING 1. ALL CONSTRUCTION IS EXISTING TIIERM05TAT TO LOCATION o TO REMAIN UNLESS NOTED SHEET INDICATED ON PLAN E- 10 1. c OTHERWISE. 2. RELOCATE EXISTING SWITCH TO x LOCATION INDICATED ON PLAN KEY w �✓ ''' E- 101. JUNCTION BOX V DATA PORT 4 3. REMOVE DUPLEX OUTLETS. c 4. REMOVE DIMMER SWITCH. a SWITCH MAG DOO R 5. OUTLET AND JUNCTION BOX 1' -0" CL05ER o O FROM FIN15HIED CEILING. DIMMER 5WITCf1 FIRE HORN O A ELECTRICAL DEMOLITION PLAN SCALE: 1/8" = l'-O' A N 'REI'ARIiD BY BYt: -IDA10 FACILITIES DESIGN AND CONSflRti TON DI!PART' \IE \T ARCTUTECT MTON NIEMEN �. 1Wi R1'li- iD.4II0 AI�I, RIGHTS RISFRtTD. GENERAL NOTES O w O U� 1. ALL CONSTRUCTION IS EXISTING z w � o TO REMAIN UNLESS NOTED SHEET Q c OTHERWISE. ,a KEY �✓ ''' Q JUNCTION BOX V DATA PORT 4 qp DUPLEX OUTLET LJ THERMOSTAT c SWITCH MAG DOO R w z x CL05ER o O �,, DIMMER 5WITCf1 FIRE HORN O 5WITCH PLATE ® FIRE PULL O BLNF, COVER STATION B DATA PORT KEY MARK A 5 c PEMARK5 TAY 1 10 -1 REMAIN/ RENAME TO TAY I I OA- I TAY I 1 1 -1 REMAIN A ELECTRICAL DEMOLITION PLAN SCALE: 1/8" = l'-O' A N 'REI'ARIiD BY BYt: -IDA10 FACILITIES DESIGN AND CONSflRti TON DI!PART' \IE \T ARCTUTECT MTON NIEMEN �. 1Wi R1'li- iD.4II0 AI�I, RIGHTS RISFRtTD. O U� a0 z w � o SHEET ED -101 1D I an IA � I 1'at]I IT ii.0 ilF.Cil,i� . \T'IT f()YS'fRC�CTI()t� DFPAR'll[C \I' ELECTRICAL CONSTRUCTION PLAN SCALE: 1 /8" = 1'-0" 2 YU- 1D.4I10 ALL RIG] US &&SLR\"LD. 4 9 PODIUM. PROVIDE SL" REFERENCE NOTES Z `�' ON WALL FOR CABLING. SEE NOTE 10 ON FLOOR I . INSTALL NEW DUPLEX OUTLET. 2. INSTALL NEW SWITCH. �• 3. INSTALL NEW 3 -PORT DATA DROP. PROVIDE I POWER. FIRE HORN EMT FROM BOX TO G" ABOVE CEILING. GENERAL NOTES 4. INSTALL MAGNETIC HOLD OPEN DEVICE. PROVIDE x x+ A. ALL CONDUIT PENETRATIONS THROUGH FIRE -RATED 3/4" EMT TO EX15TING PANEL. WALLS SHALL BE FIRE CAULKED. SEE SHEET AE -505 5. RELOCATED SWITCH. B. ALL DATA CABLING, LOW VOLTAGE CABLING, AND Q G. RELOCATED THERMOSTAT. z 7. INSTALL NEW DIMMER SWITCH. I�+ FIRE -RATED WALLS SHALL BE FIRE - CAULKED. SEE 8. NEW DATA DROP ABOVE CEILING. H O 9. NEW POWER FOR VIDEO PROJECTOR. c Q Q ~ KEY CONTRACTORS OPTION. SEE DETAILS A I /AE -502 O REMAIN FROM TAY 1 10- 1) AND A2 /AE -502. JUNCTION BOX V DATA PORT (RENAMED 10. USE SURFACE - MOUNTED RACEWAY. TAY I IOA -2 -- 1 1. INSTALL NEW 3 -PORT DATA DROP IN TEACHING NEW TAY 1105 -1 FACE MOU NTED RACEWAY NEW PODIUM. PROVIDE SL" MAG DOOR ON WALL FOR CABLING. SEE NOTE 10 ON FLOOR CLOSER PLAN. C7 12. NEW DUPLEX OUTLET ABOVE CEILING FOR PODIUM POWER. FIRE HORN GENERAL NOTES a SWITCH PLATE COVER gLA A. ALL CONDUIT PENETRATIONS THROUGH FIRE -RATED WALLS SHALL BE FIRE CAULKED. SEE SHEET AE -505 B. ALL DATA CABLING, LOW VOLTAGE CABLING, AND ti CONTROL CABLING SHALL BE PLENUM RATED. C. ALL DATA CABLING PENETRATIONS THROUGH I�+ FIRE -RATED WALLS SHALL BE FIRE - CAULKED. SEE DATA PORT KEY Z AE -50G AND AE -507. O A 13 c Q Q ~ KEY z O REMAIN FROM TAY 1 10- 1) JUNCTION BOX V DATA PORT (RENAMED DUPLEX OUTLET T[ THERMOSTAT O TAY I IOA -2 -- .a -- A SWITCH MAG DOOR CLOSER DIMMER SWITCH FIRE HORN SWITCH PLATE COVER gLA ®FIRE PULL STATION a Q DATA PORT KEY N (� MARK A 13 c REMARKS TAY I I OA- I REMAIN FROM TAY 1 10- 1) (RENAMED Z O Z TAY I IOA -2 -- -- -- NEW TAY 1105 -1 NEW NEW TAY 1 I05-2 r 0 U TAY 11 1-1 -- -- -- REMAIN J ✓� TAY 1 1 1 -2 NEW TAY 1 1 !-3 _ _ NEW (IN CEILING) SHEET # E -101 ■� in I IA 0 z a SCALE: I/ I G" = P-0' i I z I a l!�T COxsraocr�on rnvraauiwsr- nncxxrr��cr urr nc .n -.. ,rxi.. m,,mwv, ,vr ay.4n�wn, nor, -„ 4 REFERENCE NOTES I , PROVIDE TWO (2) 2" EMT CONDUITS THROUGH EXI5TING WALL FOR DATA CABLING. 2. PROVIDE TWO SLEEVES AND D FIRE - CAULKING THROUGH FIRE -RATED WALL FOR DATA CABLING. SLEEVES AND FIRE -CAULK SHALL COMPLY WITH 5HEET AE -506 OR AE -507. 3. RUN ALL NEW POWER TO AVAILABLE CIRCUIT5 IN EXI5TING PANEL. 4. TEMPORARY CONSTRUCTION, DUST, AND SAFETY BARRIER. GENERAL, NOTES A. ALL DATA PENETRATION5 THROUGH FIRE -RATED WALLS SHALL 5E FIRE CAULKED. SEE AE -506 AND AE -507 FOR KEQUIRFMENT5 B. ALL ELECTRICAL PENETRATIONS ' THROUGH FIRE -RATED WALL SHALL 5E FIRE CAULKED, 5EE AE -505 FOR KEQU I REMENT5. C. PROVIDE PATH OF HOOKS FROM 5DF TO REMODELED AREA FOR DATA CABLING. r A KEY ® FIRE -RATED WALLS AREA OF NEW CONSTRUCTION z � � O � � Q x z � C7 � H p a W �O H n � a� H � 0 0 ~ O U O a U o W U SHEET # E -102 ELECTRICAL CON5TRUCTION PLAN