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HomeMy WebLinkAboutSTAMPED PLANS - 05-00048 – BYUI Taylor Building – Remodel2 BRIGHAM YOUNG UNIVERSITY IDAHO BYU-ID lHO PROJECT NUMBER: 2C04.41 93Q W_J JOHN TAYLOR BUILDING ROOMS 114 AND 116 0500048 .John Tn�loI. Remodel SHEET 3INDEX SHEET # DESCRIPTION GENERAL GI001 COVER SHEET AND GENEFAL INFORMATION G1002 GENERAL INFORMATION' G1003 COIJ5 T P.UCTION AREA 5TRUCTURAL 5401 STRUCTURAL ELEVATIONS ARC IITECTURAL DEMOLITION AD I 0 I DEMOLITION FLOOP� PLAN AD 102 DEMOLITION REFLECTED CEILING PLAN ARCHITECTURAL PLANS AEI 01 CON5TRUCTION FLOOR PLAN AEI 02 CONSTRUCTION REFLECTED CEILING PLAN ARCHITECTURAL ENLARGED PLANS INTERIOR ELEVATIONS AE401 INTERIOR ELEVATIONS AE402 ENLARGED PLAN5 AND ELEVATIONS ARCHITECTURAL DETAILS AE501 WALL CONSTRUCTION DETAILS AL502 CASEWORK DETAILS AE503 MISCELLANEOUS CONSTRUCTION DETAILS AE504 MISCELLANEOUS CONSTRUCTION DETAILS AE505 FIRE5TOP DETAILS - CONDUIT AND CABLE BUNDLE PENETRATIONS ARCHITECTURAL 5CHEDULE5 AEGO I DOOR SCHEDULE ARCHITECTURAL FURNISHINGS AF 101 FURNITURE PLAN MECHANICAL MD 101 MECHANICAL DEMOLITION PLAN - M 101 MECHANICAL CONSTRUCTION PLAN CI' ELECTP,ICAL z° ED 101 ELECTRICAL DEMOLITION PLAN v E 101 ELECTRICAL CONSTRUCTION PLAN o a w FIRE PROTECTION FP00I FRE PROTECTION NOTES &��� ` - `� s FF002 FIRE PROTECTION NOTES- BUILDIN6 IiJ ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 63460 PROJECT: REMODEL TO TAYLOR 114 AND 116 Y -1EET: COVERSHEET AND GENERAL, INFORNL4TLON G1001 SHEET 1 OF 23 LOCATION MAP PLAN DISTR.IB"UTION ❑ DIRECTOR — CHARLES ANDERSEN — (496-245 1) ❑ CENTRAL SHOPS — WAYNE CLARK (496-2456) ❑ CNA/COORDINATOR — JOHN REED (496-2435) ❑ STRUCTURAL — DAVE WOODBURY (496-2475) ❑ ELECTRICAL — STEVE PRICE (496-2470) ❑ HVAC — NEAL SHIRLEY (496-2473) ❑ MECHANICAL/PLUMBING — COLEMAN STEEL (496-247 1) ❑ BUILDINGS/GROUNDS — DOUG WATSON (496-2422) ❑ TELECOM PATHWAYS — TRAVIS WILLIAMS (496-2(598) ❑ FIRE SAFETY — KYLE WILLIAMS (496-2481) A ❑ CAMPUS ARCHITECT — RULON NIELSEN (496— 1 138) ❑ CONSTRUCTION — LLOYD DENSON (496-2460) ❑ SAFETY OFFICER — ERIC HARMSTON (496-2457) ❑ INFORMATION TECHNOLOGY — PAUL JEFP50N (496-240 1) ❑ NETWORK OPERATIONS — GAYLEN JENSEN (496-108 1) ❑ MULTIMEDIA — KELAND DRANEY (496-2400) ❑ TELEPHONE — JIM GRIFFITH (496-2406) ❑ COMPUTER SERVICES — DOUG THOMPSON (496-28 10) ❑ PURCHASING — SANDY MIYASAKI (496-23 1(5) ❑ SCHEDULING COORDINATION— MARIE WELLS (496-2436) ❑ SIGN SHOP— DARRELL HOLM (496-2459) ❑ REQUESTER — JAMES KELLER (496-1 43 1) ❑ REQUESTER — LARRY THUKGOOD (496-1503) ❑ REQUESTER — ROY HUFF (496— 1 1 42) ❑ CHURCH MEETINGHOUSE LIBRARIES — RHONDA SEAMONS (496— 1 520) CT LIMIT LINE. NOT TO SCALE SYMBOLS LEGEND DETAIL NUMMPI C5 DETAIL AE502 REFERENCE Sf1EET NUMBER ZA EXTERIOR AE202 ELEVATION REFERENCE A4 I SECTION AE301 REFERENCE 52 AE401 2 BI 3 AE401 I 4 INTERIOR ELEVATION OR PHOTOGRAPH REFERENCE INTERIOR ELEVATION OR PHOTOGPAPH REFERENCE OREFERENCE NOTE A WALL TYPE WINDOW TYPE NAME I01 ROOM NOTE ODOOR TYPE <� FURNITURE NOTE AREVISION NOTE ELEVATION MARKER MCK 104A-I COMMUNICATION5 PORT �.�'PROTVAL SIGNA'F'URES1 ABB�X✓It�'�'I�NS TYP. = TYPICAL t=AND 13C = 2000 INTERNATIONAL BUILDING JAMES KELLER, COLLEGE DEAN DATE RELIGION AND SOCIAL, SCIENCES CODE F.F. = FINISHED FLOOR ELEV. = ELEVATION CONC. = CONCRETE T.O.C. =TOP OF CONCRETE GARTH MILLER, COMMITTEE CHAIR DATE MINOR PROJECTS COMMITTEE MIN. =MINIMUM F.V. = FIELD VERIFY IN5UL. = INSULATION NEC = NATIONAL ELECTRICAL CODE O.C. = ON CENTER JEDD WUICER DATE MIN. = MINIMUM ASSISTANT CAMPUS ARCHITECT CON. = CONSTRUCTION OPP. = OPPOSITE MISC. = MISCELLANEOUS A.F.F. = ABOVE FINISHED FLOOD. DIAM. = DIAMETER DOC. = DOCUMENT RULON NIELSEN, I\Q4NAGER DATE FACILITIES PLANNING & CONSTRUCTION EXIST. = EXISTING GA. = GUAGE MANU. = MANUFACTURER STAND. = STANDARD ALUM. = ALUMINUM JAMES SMYTH, VICE PRESIDENT DATE ADMINISTRATION ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROjLCT: REMODEL TO TAYLOR 114 AND 116 SHEET: GENERAL INFORMATION G1002 SHEET 2 OF 23 B A _G1003-A I -152 1 2 GENERAI, NOTES A. ALL NEW PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS SHALL BE FIRESTOPPED. SEE DETAIL A) /AE50G FOR CONDUIT PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS. SEE DETAIL A I /AE507 FOR CABLE BUNDLE PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS. B. WORK IN EXISTING ROOM # I I G TO BE COMPLETE PRIOR TO COMENCING WITH WORK IN EXISTING ROOM it 1 14. Ol (D REFERENCE NOTES OI I . TEMPORARY CONSTRUCTION, DUST, AND SAFETY BARRIER. 2. SECURE ENTRANCE AS CONSTRUCTION ENTRANCE ONLY. 3 WALLS EXISTING ONE -HOUR FIRE -RATED CMU ��„ENNEE///EMER/j 4. AREA OF NEW CONSTRUCTION. ©2004 ERIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXEURG, ;®AHO 83460 r 6fot RUUD i fit PRQJECT: REMODEL TO TAYLOR 114 AND 116 CONSTRUCTION AREA G1003 SHEET 3 OF 1-3 5 A AREA Of E�15TING MA50NRY PIER. DO NOT 7- SAW -CUT NEW OPENING. DISTURB. 17- \/ Al ------------------- ---------------- - - ---------- ---------- I ----- ----------- ------------ --- ---------- - ------------ ------------------------- ----------I - I //-------------------------- --------------- L ---------- -------------------------- --------------- ---------- I /-------------- ---------- 911 3'- 5 114 M = K A r'� I I -r I /-'� K I = I =V A " K 1 L)LIVIULI I IUIN LLL �ATIOIN 5CALF: 3/4" = 1'-0' AE502-A I - 16 �A �-� 7- r-INN -STEEL 7ri.AWE 417 EV 0PEN1l\lG IN MAS-N Y VVALL '111� Lill il11. BYU IDAHO TAYLOR BUILDING DOOR MODIFICATION fg;76 kMUK, ]DI',110 S2 CONSTRUCTION ELEVATION A 2 NOT TO SCALE AE502-A I - 16 @2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 i ULON PROJECT: REMODEL TO TAYLOR 114 AND 116 SHEET: STRUCTURAL ELEVATIONS] S401 SHEET 4 OF F 23 5 A vLIVIUL1i10"'N FLOOK f Y\N SCALE: 1/8" = 1'-4" AL) 101-AI-% GENERAL NOTES A. ALL EXISTING CONSTRUCTION SHALL REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL "EXISTING TO REMAIN" ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C. ALL NEW PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS SHALL BE FIRESTOPPED. SEE DETAIL A I/AE505 FOR CONDUIT PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS. SEE DETAIL A2/AE505 FOR CABLE BUNDLE PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS. B D. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS SHALL BE FID.ESTOPPED. C. COORDINATE DEMOLITION OF ELECTRICAL, MECHANICAL, FIRE ALARM, DATA, ETC. WITH ELECTRICAL AND MECHANICAL DEMOLITION SHEETS. REFERENCE Nl I AT luS n I . EXISTING BUILT-IN CASEWORK TO BE REMOVED, 2. EXISTING TACKBOAKD TO BE REMOVED AND SALVAGED FOR REINSTALLATION. 3. CAREFULLY SAW -CUT EXISTING 8" CMU WALL TO ACCOMODATE NEW OPENING, ROUGH OPENING SHALL BE 4'-0" WIDE X 7-4" HIGH. SAW -CUT SHALL COINCIDE WITH JOINTS IN CMU, SEE ELEVATION DETAIL INDICATED. 4. REMOVE EXISTING BUILT-IN CABINETS. 5. REMOVE CARPET AND CARPET BASE. G. EXISTING 8"X8" MASONRY PIER TO REMAIN, DO III NOT DISTURB, 7. REMOVE VCT FLOORING AND RUBBER BASE. r-r-rr-r-rr r-rr r- 8. REMOVE EXISTING ADJUSTABLE SHELVING. 5. REMOVE EXISTING DUTCH DOOR AND HARDWARE, CAREFULLY SAW -CUT AND REMOVE METAL DOOR FRAME. SALVAGE HINGES AND CLOSER FOR REINSTALLATION. 10. EXISTING DOOR TO REMAIN. REPLACE LATCH5ET, SEE DOOR SCHEDULE. I I. EXISTING "1 14" ROOM IDENTIFICATION SIGN TO BE REMOVED AND SALVAGED FOR REINSTALLATION. 12. EXISTING "I I G" ROOM IDENTIFICATION SIGN TO BE REMOVED. 13. EXISTING PENCIL SHARPENER AND MOUNTING BLOCK TO BE REMOVED AND SALVAGED FOR REINSTALLATION. ` ©2004 BRIGHAM YOUNG IUNIVERSITY-IDAHO 525 SOUTH CENTER STREET I REXBURG, IDAHO 53460 Rl LON a :: PROJECT: REMODEL TO TAYLOR 114 AND 116 E LITIONR PLAN A0101 SHEET 5 OF ?. A LLIVIULI I I�IV "LI I I ( I c) ( All I1��c �I A1\1 SCALE: 1 /6" = P-0" AD102-AI-48 I GENE NOTES A. ALL EXISTING CONSTRUCTION SMALL REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL "EXISTING TO REMAIN" ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C. ALL NEW PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS SHALL BE FIRESTOPPED. SEE DETAIL A I /AE505 FOR UNIv Res TY-IAHOHG CONDUIT PENETRATIONS THROUGH EXISTING FIRE -RATED CMU 8 525 SOUTH CENTER STREET WALLS. SEE DETAIL A2/AE505 FOR CABLE BUNDLE PENETRATIONS REXBURG, IDAHO E3460 THROUGH EXISTING FIRE -RATED CMU WALLS. D. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS SHALL BE FIRE5TOPPED. I . EXISTING SUSPENDED GYPSUM BOARD CEILING TO BE REMOVED. 2. REMOVE EXISTING PENDANT TYPE LIGHT FIXTURE AND SALVAGE FOR REINSTALLATION. COORDINATE WITH CONSTRUCTION REFLECTED CEILING PLAN. 3. REMOVE EXISTING SUSPENDED ACOUSTICAL CEILING SYSTEM. SALVAGE TILE FOR REINSTALLATION. 4. REMOVE EXISTING FIRE SPRINKLER AND SALVAGE FOR REINSTALLAION. COORDINATE WITH CONSTRUCTION REFLECTED CEILING PLAN. MODIFICATIONS TO EXISTING FIRE SPRINKLER SYSTEM SHALL BE DESIGN -BUILD PER SHEETS FP00 I AND FP002. 5. REMOVE EXISTING PENDANT TYPE LIGHT FIXTURE. G. REMOVE EXISTING SUPPLY AIR GRILLE AND SALVAGE FOR REINSTALLATION. COORDINATE WITH CONSTRUCTION REFLECTED CEILING PLAN. 7. REMOVE EXISTING RETURN AIR GRILLE AND. SALVAGE FOR REINSTALLATION. COORDINATE WITH CONSTRUCTION REFLECTED CEILING PLAN. 8. EXISTING FIRE SPRINKLER TO REMAIN. 5. EXISTING MOTION DC T ECTOR TO BE REMOVED. 10. EXISTING IONIZATION DETECTOR TO REMAIN. I I. REMOVE EXISTING DAMAGED CEILING TILE. 12. EXISTING IONIZATION DETECTOR TO BE REMOVED AND SALVAGED FOR REINSTALLATION. COORDINATE WITH CONSTRUCTION REFLECTED CEILING PLAN. , + RUL ;E PROjECF: REMODEL TO TAYLOR 114 AND 116 SI IEL;T: DEMOLITION REFLECTED CEILING PLAN ADI 02 SHEET 6 OF 23 5 A 5 MATERIAL CENTER 117 Q C3 Q A z 5 VENDING 1 76 4 •• - IIS.:: -. O I A 10 OFFICE A 4 7 IA A 1 A4 z " 113 4 IA2 .O 7 113 A A"... D1�iJ�i10N fL00r\ FLAK SCALE: 1 /8" = P-0" AE101-AI-96 MEDIA 5ERVICE5 -12TJ L 6 A2 --� S401 3) -LWAY 1-U GENERAL NOTES A. ALL EXISTING CONSTRUCTION SHALL REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL "EXISTING TO REMAIN" ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER`S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C. ALL NEW PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS SHALL BE PIRESTOPPED. SEE DETAIL A I/AE505 FOR CONDUIT PENETRATIONS THROUGH EXISTING FIRE -RATED CMU 5 WALLS. SEE DETAIL A2/AE505 FOR CABLE BUNDLE PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS. D. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS SHALL BE FIKESTOPPED. E. SEE FUPNITUP�E PLAN FOP 5TEELCA5E LAYOUT. F. 5FF SHEETS AE50 1 AND AE504 FOR W,''LL TYPE DETAILS, G. ALL DIMENSIONS ARE TO FACE OF METAL FRAMING UNLESS NOTED OTHERWISE. H. PROVIDE BLOCKING AS REQUIRED IN NEW METAL -FRAMED WALLS TO ACCOMMODATE WALL -MOUNTED ITEMS. SEE DETAIL B I /AE501 . I. SEE SHEET AEGO I FOR DOOR SCHEDULE. J. PAINT ENTIRE WALL WHERE WORK HAS OCCURRED. REFERENCE NOTES of I . PROVIDE MASONRY INPILL WHERE DOOR WAS REMOVED. SEE DETAIL A2/AE504. 2. INSTALL SALVAGED TACKBOAKD. 3. NEW STRUCTURAL FRAME AT NEW OPENING, SEE DETAIL INDICATED. 4. NEW CARPET AND CARPET BASE. 5. NEW CASEWORK. SEE DETAIL INDICATED, G. EXISTING 8"X8" MASONRY PIER TO REMAIN. DO NOT DISTURB. I �� 7. NEW ROOM IDENTIFICATION SIGN. 8. EXISTING DOOR TO REMAIN, 9. PATCH FLOOR AS REQUIRED WHERE FLOOR OUTLET WA5 REMOVED. COORDINATE WITH SHEET ED 101 . 10. NEW PRINTER CABINET, SEE A2/AE402. ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, :EAHO 83460 1 IN E PROIECT: REMODEL TO TAYLOR 114 AND 116 SI-IGET: CONSTRUCTION FLOOR FLAN AEl of SHEET 7 OF 23 6 A I I l"i l 11 h I n I rT n i i i i� r-) i A n i ONSTf�u�, i iviN �Ef�E�, i �u �Ei a Pv� r►_Hiv SCALE: 1 /8" = 1'-0" AE 102-A 1-48 GENE NOTE A. ALL EXISTING CONSTRUCTION SHALL REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL "EXISTING TO REMAIN" ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C. ALL NEW PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS SHALL BE FIRESTOPPED. SEE DETAIL A I /AE505 FOR O2UNIVE004 RS Tr DAHONG CONDUIT PENETRATIONS THROUGH EXISTING FIRE -RATED CMU 5 525 SOUTH CENTER STREET WALLS, SEE DE TAIL A2/AE505 FOR CABLE BUNDLE PENETRATIONS REXISURG, IDAHO B3450 THROUGH EXISTING FIRE -RATED CMU WALLS. D. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS SHALL BE FIRESTOPPED. O REFERENCE NOTE tt I . NOT USED. 2. INSTALL SALVAGED PENDANT TYPE LIGHT FIXTURE. 3, NEW SUSPENDED ACOUSTICAL CEILING SYSTEM. SEE A3/AE503. INSTALL SALVAGED ACOUSTICAL TILE. 4. INSTALL SALVAGED FIRE 5PKINI'LER. MODIFICATIONS TO EX15 IING FIRE SPRINKLER SYSTEM SHALL BE DESIGN -BUILD PER SHEETS FPOO I AND FP002. 5. NEW. 2X4 TWO -TUBE T8 PARABOLIC LIGHT FIXTURE. G. INSTALL SALVAGED SUPPLY AIR GRILLE. 7. INSTALL SALVAGED RETURN AIR GRILLE. 8. EXISTING FIRE SPRINKLER TO REMAIN. 9. REPLACE DAMAGED CEILING TILE. 10. EXISTING IONIZATION DETECTOR TO REMAIN. I I . NEW RETURN AIR GRILLE, EXACTLY MATCH EXISTING. 1 2. NEW 2X2 TWO -TUBE T8 PARABOLIC LIGHT FIXTURE. 13. INSTALL SALVAGED IONIZATION DETECTOR. A imEnsct R"Nj 1, A PROJECT: REMODEL TO TA.YLOR 114 .AND 116 SHEET: CONSTRUCTION REFLECTED CEILING PLAN AE102 SHEET 8 OF 23 9 A LINE OF EXISTING WALL FILLER AE REQUIRE[ EACh SIC 7 EQUAL SLOTS. BLOCK "STOP" TYPICAL. DETAILS INDICATE[ 4" TOEKIC ELEVATION I (WEST WALL) MA T ERIAL CENTER IN T ER\iOK ELEVATiOND JI-NLL: IIL = I -V AE401-Ai-24 oil ELEVATION 2 (EAST WALL) 3 2■ ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: REMODEL TO TAYLOR 114 AND 116 SI-TL-E'r: INTERIOR ELEVATIONS AE401 SHEET 9 OF ?3 A N LINE OF WALL. HP LA5ERJET 2400 SERIES PRINTER BY OTHERS. COUNTER TOP - PLASTIC LAMINATE ON TWO (2) LAYERS PARTICLE BOARD, SCRIBE AGAINST THE WALL. 2"X3/4" HARDWOOD EDGE WITH 1/8" RADIUS EDGES ALL AROUND. SPECIES AND FINISH SHALL MATCH EXISTING, SCRIBE AGAINST THE WALL. 3/4" HARDWOOD VENEER PANEL PRODUCT. 5PECEI5 AND FINISH TO MATCH EXISTING. LINE OF FLOOR NEW CARPET BASE. �AJLVVU1\\ LLL\l Iv V I SCALE: 3/4" AE402-5 I - 16 HP LASERJET 2400SERIES VAI PRINTER BY OTHERS. COUNTER TOP- PLASTIC LAMINATE ON TWO (2) LAYERS PARTICLE BOARD. 2"X3/4" HARDWOOD EDGE l ! WITH 1 /8" RADIUS EDGES ALL AROUND, SPECIES AND \ I FINISH SHALL MATCH I " EXISTING. LINE OF HP LA5EPJET 2400 PROVIDED BY OTHERS. OFFICE 114 OFFICE 115 iIn 5'-I I" --------------- ' AE402 � I i NEW PRINTER CABINET. I SEE ELEVATION DETAILS -----4-------------, I INDICATED. I I I i Al 1 ! LINE OF REQUIRED ADA AE402 I i CLEARANCE AT DOOR. CLEAR FLOOR SPACE L___________I __-___J SHALL NOT BE i OBSTRUCTED IN ANY � HALLWAY MANNER. I 1-U I I I j SCRIBE AGAINST WALL v% 3/4" HARDWOOD VENEER PANEL PRODUCT. SPECEI5 - AND FINISH TO MATCH EXISTING, Nr LINE OF WALL. LINE OF FLOOR 1 NEW CARPET BASE. �,A-\ L '0FA ELE1�`A i IuIN ENLARGED FL00K PLAN A I SCALE: 3/4" = 1'-0" A 2 SCALE: 1 /2" = P-0" AE402-A I - 16 AE402-A2-24 ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXEURG, IDAHO 83450 RULON I1'; ..A PROJEc7: REMODEL TO TAYLOR 114 AND 116 Si1EET': ENLARGED PLANS AND ELEVATIONS AE4®2 SHEET 10 OF 23 5 HALL CONSTRUCTION. SEE WALL TYPES. ?0 GA. X G" FLAT STEEL BLOCKING. 3YP5UM BOARD. >CCESSORY /COUNTED OVER INISHED WALL. :�AL BLOCKING 3EHIND WALL �CCE55ORIE5 AND VIL I AL F tAIVIING BLOCKING DETtA L B I SCALE: NONE TOP OF AE501-5 1-01 EXISTING CONCRETE FLOOR OVER METAL DECKING. NOMINAL 3-1 1/ 1 G" WIDE BY 3" DEEP MIN. NO. 20 GA. STEEL U-SHAPED DEFLECTION CHANNEL FASTENED TO STEEL DECK WITH STEEL FASTENERS OR BY WELDS AT 1 2" O.C. MAX, DO NOT FASTEN TO TOP TRACK OF WALL, TOP TRACK OF WALL. DO NOT FASTEN TO DEFLECTION CHANNEL. ONE -HOUR FIRE RESISTIVE RATED WALL. SEE A3/AE501 . ONE-f OUR cIIZE-FATED WALL AI SCALE: 3" = P-0" AE50 I -A 1-04 2 50° GA. x 3-5/8" STEEL STUD :ACE AT 48" O.C. _TERNATING (FLAT), ,5TEN TO STRUCTURE i T TRACK ILING FINISH, )ORDINATE WITH LECTED CEILING PLAN \LL FINISH AND FRAMING, 'ORDINATE WITIH 'J�'ALL i r PE DETAILS B 'FALL BRACE DETAI L 2 SCALE: 1 1 /2" = 1'-0" NOTE: I . WALL SHALL EXTEND TO UNDERSIDE OF FLOOR STRUCTURE ABOVE (FOR SOUND). SEE A I /AE50 1. NEW WALL BETWEEN HALLWAY AND NEW MEDIA SERVICES CLOSET IS NOT REQUIRED TO EXTEND TO THE STRUCTURE. FOR BLOCKING SEE B I /AE501 . AE501-B2-08 20 GUAGE 3-5/8" METAL FRAMING @ I G" ON CENTER 5/8" GYPSUM BOARD ACOUSTICAL BATT INSULATION 4 7/F�" GATT INSULATION - WHERE OCCURS (SEE WALL TYPE5) 5/8" GYPSUM BOARD - GYPSUM BOARD SHALL EXTEND INTO THE THROAT OF THE DOOR FRAME AS REQUIRED TO ACHIEVE SPECIFIED FIRE RATING, SEE DOOR SCHEDULE, WALL FINISH - SEE WALL TYPE DETAILS. METAL FRAMING - SEE WALL TYPE DETAILS WRAP -AROUND TYPE HOLLOW METAL DOOR FP�AME. FIRE RATIN SHALL BE IN ACCORDANCE WITH THE DOOR SCHEDULE. IIIIL DOOR. SEE DOOR SCHEDULE. T\/UI/`A I nnn i 1 i i�„-rL vvvF B3 1 lLAD/JAMB 5IMILA2 SCALE: 3" = P-0" AE501-B3-04 I . ONE -HOUR FIRE-RE5I5TIVE RATED WALL (REFERENCE GYPSU 550CIATION FILE NO. WP 1072). 2. ILL SHALL EXTEND TO UNDERSIDE OF FLOOR 5TRUCT .E AB E AND SHALL BE FIRE STOPPED. 5EE A I /AE50 1 3. FOR OCKING SEE B 1/AE501 . 4. 5077 O OF ALL 5 ALL B F E-ST FPS n OP.DANCi WITH A2/A 5. ALL PENET NS A BE FIR TOP EE DRAWING SHEETS AE E 7 ND Alf 20 GU E - " METAL ^l I 'ON CENTER 4r,)/b;XYPE X GYPSUM BOARD. FASTEN H I " TYPE S DRYWALL SCREWS AT CENTER AT VERTICAL JOINTS AN C R T FLOOR AND E IUME MCM TEAGGER E AND ON INSULATION A2 'WALL TYCE 'A' A3 WALL TYPE IBI SCALE: 1 1 /2" = P-0" SCALE: 1 1/ 2" = P-0" AE501-A2-05 GATT AE501 ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG,IDAHO 63460 E15 ,N PROEcr: REMODEL TO TAYLOR 114 AND 116 WALL CONSTRUCTION DETAILS AE5®1 SHEET 11 OF 23 O A TOP PANEL. 3/4" THICK MINIMUM MELAMINE PANEL PRODUCT WITH PVC EDGE. I x4 CONTINUOUS MOUNTING STRIP WITH 1/4" DIAMETER SCREWS AT I G" O.C. TOP, MIDDLE, AND BOTTOM INTO WALL. FIVE (5) ADJUSTABLE SHELVES. MINIMUM 3/4" THICK MELAMINE PANEL PRODUCT WITH PVC EDGING. END PANEL. 3/4" THICK MINIMUM MELAMINE PANEL PRODUCT WITH PVC EDGE. BACK PANEL. 1/4" THICK MINIMUM MELAMINE PANEL PRODUCT. PROVIDE FOUR (4) ADJUSTABLE SHELF SUPPORTS AT EACH ADJUSTABLE 5HELF. BLOCK "5TOP". TYPICAL. 5EE DETAIL A2/AE503. _OCATE A5 SHOWN ON THE ELEVATION. 50TTOM PANEL. 3/4" THICK MINIMUM MELAMINE 'ANEL PRODUCT WITH PVC =DGE. qEW CARPET BASE. X BASE FRAMING. CAJLVVuRN' 5L�.I ION A I SCALE: 34' = P-0" AE502-A I - I G x4 CONTINUOUS MOUNTING STRIP WITH 1 /4" DIAME T ER 5CREW5 AT I G" O.C. TOP, MIDDLE, AND BOTTOM INTO NALL. -OP PANEL. 3/4" THICK ✓IINIMUM MELAMINE PANEL 'RODUCT WITH PVC EDGE. SACK PANEL, 1/4" THICK IINIMUM MELAMINE PANEL R.ODUCT. LOCK "STOP". TYPICAL. SEE 'ETAIL A2/AE503. LOCATE .5 SHOWN ON THE LEVATION. IXED SHELF. MINIMUM 3/4" HICK MELAMINE PANEL RODUCT WITH PVC EDGING. ROVIDE 1/4" WIDE BY 18" EEP DADO TO RECEIVE IVIDER5. IVIDER5 1/4" THICK 11NIMUM MELAMINE PANEL RODUCT XED SHELF. MINIMUM 3/4" 11CK MELAMINE PANEL ZODUCT WITH PVC EDGING. ?OVIDE 1/4" WIDE BY 18" =EP DADO TO RECEIVE VI DER5. JD PANEL. 3/4" THICK INIMUM MELAMINE PANEL ;ODUCT WITH PVC EDGE. wVIDE FC'U'R (4) )JUSTABLE 5HELF JPPORT5 AT EACH )JU5TA5LE SHELF. qE (1) ADJUSTABLE 5HELF. NIMUM 3/4" THICK LAMINE PANEL PRODUCT TH PVC EDGING. )TTOM PANEL. 3/4" THICK NIMUM MELAMINE PANEL ODUCT WITH PVC EDGE. W CARPET 5A5E. ,. BASE FRAMING. C ASEWORK SECTION NA2 SCALE: 3/4" = I'-0" AE502-A2-16 in N 4"X3/4" HARDWOC 5ACK5PLACH WITH I y RADIUS EDGES A AROUN DESK TOP - PLA5T LAMINATE ON TWO ( LAYERS PARTICLE BOAR 2"X3/4" HARDWOOD EDC WITH 1 /8" RADI U5 EDGE ALL AROUM 3/4" HARDWOOD VENEE PANEL PRODUCT END PANE (BEYOND), PROVIDE I/- 50LID HARDWOOD EDC BANDING ANGLE 5RACKE . CONNECTOF NEW CARPET, BASt. CASEWORK SECTION B3 SCALE: 3/4" = 1'-0' r z m 14. IF RI Is . ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO n a 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 V AE502-133-IG 4"X3/4" HARDWOOD 5ACK5PLACH WITH 1 /6" RADIUS EDGE5 ALL AROUND, DESK TOP - PLASTIC AMINATE ON TWO (2) AYER5 PARTICLE BOARD. ?"X3/4" HARDWOOD EDGE NITH 1/8" RADIUS EDGES NLL AROUND, SOLID HARDWOOD DRAWER �RONT5. EW CARPET 5A5E X BASE FRAMING �j CASLWUKK SLOT ION A" SCALE: 3/4" = I'-0" AE502-A3- I G NIC%4:f f4 . rxOJrC T: REMODEL TO `iAYLOR 114 AND 116 srr�sr: CASEWORK DETAILS AE502 SHEET 12 OF 23 I NOTE: I , PROVIDE TOP OF WALL BRACKING PER B2/AE50 1. 2. FOR BLOCKING SEE B 1/AE50 1. 20 GUAGE 3-5/8" METAL FRAMING @ I G" ON CENTER 5/8" GYPSUIV BOARD 5 WALL TYrE a)SCALE: 1 1 /2" = P-0" AE503-31-08 META/�T'NG' ST LINE 0 CHANBP -ING 4'-C" OR O.C. LESS i . OM WALLGROUND :Y A RUNNER Ct1ANNEL AT 4'-0" O.C. f1YP NOTE: CEILINGS, BRACED UNLESS FOLLOWING CF\I� ROOM AREA IS - SQ. FT., AND (2) ON FOUR SIDES, EXTEND TO T`1E REQU DT LOFT AARE 1: (I ,LLER N rR- WA� H E VVA IRE. TYP. SUS. G r r, BD. SCALE: NONE 450 MAX. 45° MAX. 2 2 VERTICAL VVIRES 12 GA. AT 4'-0" O.C. 1/2" CONDUIT COMPRESSION (FULL 11EIGhT 2" MIN. P Y WIRE 12 GA. AT -0" O.C. IN EACH PLAN 41545 AX. F EACH RUNNER. M 50ARD SEISMIC BRACING XTAIL SCALE: NONE 52 4" 1 G7 BLOCK "STOP". CONSTRUCT OF 112" THICK MELAMINE PANEL PRODUCT WITH PVC EDGE BANDING ON ALL EXPOSED EDGES. LENGTH SHALL BE 1 /4" SMALLER THAN WIDTH OF CABINET. CEI L IG 2 BLOCR IISTarll ASCALE: 1 1/2" = I'-0" AE503-AI-N 2 AE503-A2-08 12 GA. SPLAY WIRE AT 12'-0" O.C. IN EACH PLAN OF EACH RUNNER. 1/2" CONDUIT COMPRESSION BRACE. FULL HEIGHT. TYPICAL. 12 GA. VERTICAL WIRES AT 4'-0" 0. C. JUt)7-FL" N DED CEI LING AE503-B3-16 53 FIRST LINE OF BRACING TYPICAL Ae-5o3 4'-0" OR LESS FROM WALL BOUNDARY. `CEILING l / SUSPENSION SYSTEM, -o C--) F NOTE: CEILINGS ARE REQUIRED TO BE BRACED UNLESS ALL \� d OF THE FOLLOWING CRITERIA ARE MET: (I) ROOM AREA 15 SMALLER \ THAN 144 5Q. FT., AND (2) THERE ARE WALLS ON FOUR SIDES, AND (3) THE WALL5 EXTEND TO THE STRUCTURE. A3' SUSrENDED CEILING SCALE: NONE 3 AE503-A3-16 ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO B 525 SOUTH CENTER STREET REXBURG,IDAHO 83460 WnSf RUION l=.: PROJECT: REMODEL TO TAYLOR 114 AND 116 ST-IEL-T: MISCELLANEOUS CONSTRUCTION DETAILS mmmmmmmq AE503 SHEET 13 OF 23 M A LINE OF WALL. HP LA5ERJET 2400 SERIES PRINTER BY OTHERS. COUNTER TOP - PLA5TIC LAMINATE ON TWO (2) LAYERS PARTICLE BOARD. 2"X3/4" HARDWOOD EDGE WITH 1 /8" RADIUS EDGES ALL AROUND. SPECIES AND FINISH SHALL MATCH EXISTING DOORS. SCRIBE AGAINST THE WALL. I X BLOCKING. TYP. CONCEALED FASTENER 3/4" HARDWOOD VENEER PANEL PRODUCT. 5PECE15 AND FINISH TO MATCH EXISTING, 3/4" PARTICLE BOARD BACK AND BASE. IX BASE FRAMING LINE OF FLOOR NEW CARPET BASE. &CA��vvv�� H"T"'N 15CALE: 3/4" = 1'-0" AE504-A I - I G 2 GENERAJL NOTES A. MASONRY: ALL MASONRY BLOCK SHALL BE LIGHTWEIGHT CONCRETE MASONRY UNITS CONFORMING TO ASTM C90, GRADE N, TYPE 1, WITH A MINIMUM COMPRESSIVE STRENGTH OF 3750 P51 AT 28 DAYS FOR NET AREA. TEXTURE OF MASONRY SHALL EXACTLY MATCH EXISTING. B. MORTAR: ALL MORTAR SHALL BE TYP "5" AS DEFINED BY THE IBC CONFORMING TO ASTM C270, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. IT SHALL CONSIST OF 1.0 PART PORTLAND CEMENT, 0.5 PARTS HYDRATED LIME OR PUTTY LIME, AND 3.5 TO 4.5 PARTS SAND. ALL MEASUREMENTS ARE PARTS BY VOLUME. NO ADDITIVES ARE ALLOWED. C. GROUT: ALL GROUT SHALL CONFORM TO A5TM C47G WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 P51 AT 28 DAYS. IT SHALL BE OF A FLUID CON515TENCY AND SHALL CONSIST OF A MINIMUM OF 1.0 PART PORTLAND CEMENT, 2.25 TO 3.0 PARTS SAND. ALL MEASUREMENTS ARE PARTS BY VOLUMNE. NOTE: I . DOWEL INTO EXISTING CMU WALL AT TOP, MIDDLE, AND BOTTOM OF EACH JAMB U51NG #4 REINFORCING BARS, DOWELS TO EXTEND G-INCHES MINIMUM INTO EXISTING CMU WALL. . MASONRY SHALL COMPLY WITH GENERAL NOTES ON THIS SHEET. 7 5/5" FIELD VERIFY 8" WIDE X 8" HIGH X I G" LONG (NOMINAL) CMU. RUNNING BOND. TEXTURE OF NEW CMU TO EXACTLY MATCH EXISTING CMU. E V"v'ALL r F-L ID' SCALE: 1 1/2" AE509-A2-08 NOTE: SEE .STRUCTURAL SHEET FOR STEEL FRAME INSIDE HOLLOW METAL DOOR FP�P,ME. 7 1 /2" CMU WALL MASONRY ANCHOR TACK WELD FRAME TO ANGLE (ALL AROUND 50TH SIDES). CAULK, E I "X I "X 1 /8" STEEL ANGLE, EACH 51 DE WITH 1 /8" FILLET WELD5 2" IN 12" TYP. 5"X3"X 1 /4" TUBE STEEL 1 /4" X 3" 5TEEL PLATE. SEE AE504, KNOCK -DOWN HOLLOW METAL FRAME CHED �3 DUD\�I�E�AD.'� LED DOOR SCAENONE AE504-B3-04 NOTE: 5EE 5 TRUCTUKAL SHEET FOR STEEL FRAME INSIDE HOLLOW ME AL DOOR FRAME. ""' I WALL ONRY ANCHOR :K-DOWN HOLLOW �L FRAME WALL AND FRAME X 1 /4" TUBE 5TEEL SCHEDULED DOOR 10' STEEL ANGLE, 51DE.WITH I/8" WELDS 2" IN 12" ~- TACK WELD FRAME TO ANGLE (ALL AROUND J A IVI [� 50TH SIDES). CAULK Duu �J SCALE: NONE 3 AE504-A3-04 ©2004 BRIGHAM YOUNG UNIVERSITY-IGAHO 525SOUTH CENTER STREET REKEURG, IDAHO 83450 PROJECT: REMODEL TO TAYLOR 114AND 116 SHEE"r: MISCELLANEOUS DETAILS AE5®4 SHEET 14 OF 23 B A 0 V) M w U) IL V) W System No, W-J-1028 I System No. W-J-303G3CD F Ratlno5 - 1 and 2 Ilr (5ee Item 3) F Rating - I and 2 Fir T Rating - 0 Fir T Rating - 0 Hr 5ECTION A -A I . Wall Assembly Min 2-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may a150 be constructed of any UL Classified Concrete Blocks', Max diam of opening 15 12-1/2 in. 5ee Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through -Penetrants One metallic pipe, conduit or tubing to be centered within the fire5top system. The annular space between pipes, conduit or tubing and periphery of opening shall be min 1/2 in. to max 745 in. Pipe, conduit or tubing to be rigidly supported on both Sides of wall a55embly. The following types and 51Ze5 of metallic pipes, conduits or tubing may be used: A. 5teel Pipe Nom 10 in. dram (or smaller) Schedule 10 (or heavier) steel pipe. B. Conduit Nom 4 in. dram (or smaller) steel electrical metallic tubing or nom 6 in. dram (or Smaller) steel conduit. C. Copper Tubing Nom 4 in, dram (or Smaller) Type L (or heavier) copper tubing. D. Copper Pipe Nom 4 in. dram (or smaller) Regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material' - sealant Min 5/8 in. or I - I /4 in. thickne55 of fill material applied within the annulus, fiu5h with both surfaces of wall for I hr and 2 hr fire -rated walls, respectively. HILTI CON5TRUCTION CHEMICALS, DIV OF HILTI INC - F5601 or F5-ONE Sealant `Bearing the UL Cla551fication Marking I=ICE-5TOF DETAIL (411 MAX METAL CONDUIT T LJ l`1 I 10-` !J I L1 r-1 I I � /'` V I A/ R I ) If1�UUv1 I I -I 1U �L��I\ IIV A 5CALE: NONE AE506-A 1 -0 1 I . Wall A55embly - Min 5 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete, Wall may also be constructed of any UL Cla55ified Concrete Blocks'. Max dram of opening 15 4 in. See Concrete Blocks (CAZT) category in the Fire K655tance Directory for names of manufacturers. 2. Metallic sleeve - Nom 4 in. dram steel electrical metallic tubing (EMT) or.5chedule 5 steel pipe friction fit into wall a55embly and installed flush with wall surfaces. 3. Cable5 -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. Cable5 to be rigidly supported on both 51de5 of the wall assembly. Any combination of the following types and Sized of cables may be used: A. G 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 KGU/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, Vold 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 inter5tice5 of cable bundle to the max extent p0551ble on both surfaces of wall. Additional fill material to be installed such that a min 1 /4 in. crown i5 formed around the cable bundle and lapped over the steel sleeve. HILTI CON5TRUCTION CHEMICAL5, DIV OF HILT I, Inc. - CFG 18 Fire5top Putty 5tick 'Bearing the UL Cla551fication Marking FIRE -STOP DETAIL (CABLE BUNDLE TIIROUGf1 I -f10UR BLOCK WALL) 5CALE: NONE AE505-A 1-01 3 ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO E3460 PROJECT: REMODEL TO TAYLOR 114 AND 116 SHEET: FIRE -STOP DETAILS AE505 SHEET 15 OF 23 A � DOOR TYPES 2 DOOR SdHEDULE, 3 DOOR TYPE D2 REQUIREMENTS DOOR FRAME 1. Type: AWI PC-5ME or FD-5ME. 2, Grader AWI Premium, except face veneer, 101 DETAILS EXISTING } z SOLID 3• Face Veneer: ORE WOO a. Plain sliced Red. Oak meeting requirementsCZ of AWI Grade A, I/50 Uj lu LU N I w Q Z ^— `n w DOOR inch thick minimum °- ` I TO REMAIN immediately prior to finishing. I HEAD JAMB THRESHOLD HARDWARE {COMMENTS) b. Face veneers shall be running book 112A D2 I TI FRO 53/AE501 53/AE501 SIM. NONE H I , H3, H5 — matched. 4. Fully Type I: Adhere all glue lines with Type I 1 13A 114A D2 I T I FRO 53/AE501 53/AE501 SIM. NONE H I , H3, H5 D2 W11 adhesive, including veneer lay-up. 1 15A I T I FRO B3/AE50 I B3/AE50 I SIM. NONE H I , H3, H5 D2 g 5. Core: I TI FRO B3/AE501 53/AE501 SIM, NONE H3, HG, H7 1 a. Fully bonded to stiles and rails and sanded 117A D I 2 T2 FR20 EXISTING I EXISTING NONE HG, H7, H8, H9, H 10, H I I 1 as a unit prior to applying veneers. b. Fire -Rated, AWI FD I/3 (20-minute): I-1JA D2 I • 51 GI F3 T3 FR20 B3/AE504 A3/AE504 NONE H I ° H2, H3, H4, H5, H I I (SEE SHEET 5401 I I I) 32 lb density meeting requirements of FOR STRUCTURAL REQUIREMENTS GENERAL: ANSI A 205.1 Mat Formed Wood Particle Board, Grade I -L- I 1. FIELD VERIFY ALL SIZES PRIOR TO ORDERING DOORS AND FRAMES. minimum. 2) Stales: a) 1-3/8 inches deep minimum before 2. DUE TO MULTIPLE USE, 50ME OF THE DETAILS REFERRED TO ON THE DOOR SCHEDULE ARE REVERSED AND/OR TURNED FROM THE \ fitting. DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CA5E5 BE FOLLOWED AND THE ARCHITECT \\ b) 1/4 inch minimum of stile face to be CONSULTED SHOULD QUESTIONS ARISE. hardwood matching face veneer material. 3. DOORS TO BE SET TO CLEAR FINISHED FLOOR SURFACE BY 1/2". NEW SOLID CORE WOOD DOOR 3) Rails: a) 1-1 /8 inches 4. DOOR FRAME ANCHORS ARE NOT SHOWN ON THE DETAILS, PROVIDE MINIMUM OF THREE (3) EACH ANCHORS PER JAMB AT ALL DOORS D2 b) Manufacturer's option. 3'-0" WIDE AND LESS. FRAME TYPES A NEW WELDED HOLLOW METAL DOOR FRAME TI NEW KNOCK DOWN HOLLOW METAL DOOR FRAME T3 EXISTING HOLLOW METAL DOOR FRAME TO REMAIN T2 FRAME TYPES T i AND T3 KEQUIREMEN 1-5 1 . Cold rolled furniture steel. a. Interior Frames: I G ga. 2. Provide labeled frame to match fire rating of door. 3. Finish: a. Use one of following syst(5ms: I ) Prime surfaces with rust inhibiting primer. 2) Galvanize. 4. Anchors: I G US ga minimum meeting UL or other code acceptable requirements for door rating involved. FRAME TYPE T2 REQUIREMENTS 1. EXISTING TO REMAIN. PAINT. H HARDWARE H I HINGING: NEW BALL BEARING HINGES. THREE HINGES PER DOOR LEAF. USE HAGER 551273 OR EQUAL, H2 DOOR CLOSER: OVERHEAD, SURFACE -MOUNTED, PARALLEL ARM, 150 DEGREE OPENING, ADJUSTABLE SWEEP SPEED, ADJUSTABLE BACKCHECK, NON -HANDED, NON -SIZED. APPROVED PRODUCTS AND MANUFACTURERS: (1) 4041 SERIES PARALLEL ARM BY LCN, (2) EQUAL. H3 LOCK: LEVER OPERATED AL SERIES BY 5CHLAGE OR EQUAL. FUNCTION TO BE AN51 F 105 (5CHLAGE AL53PD). H4 SMOKE GASKETS: USE PK55 BY PEMKO OR EQUAL. COLOR SHALL MATCH EXISTING SMOKE GA5KEfING IN BUILDING. H5 WALL STOPS: DON-JO MANUFACTURING MODEL 140G WITH LIFETIME BRASS FINISH. OR EQUAL, MG EXISTING WALL STOP TO REMAIN (INSTALL SALVAGED AT I 1 5A). H7 EXISTING HINGES TO REMAIN (INSTALL SALVAGED AT I 1 5A). H8 EXISTING OVERHEAD CLOSER TO REMAIN. H5 EXISTING SMOKE GASKETS TO REMAIN, HIO LOCK: NEW LEVER OPERATED AL SERIES BY 5CHLAGE OR EQUAL, FUNCTION TO BE ANSI F84 (5CHLAGE AL70PD). H 1 1 MAGNETIC HOLD OPEN: LCN 5EM 7530 X 120V OR EQUAL. S SIZE 51 1-3/4" X 3'-0" X 7-0" FR FIRE RATING FRO NON -RATED FK20 20-MINUTE G GLASS G I NONE I Fr PROFILES 2" NEW WELDED HOLLOW METAL DOOR FRAME FI EXISTING HOLLOW METAL DOOR FRAME TO REMAIN F2 ©2004 BRIGHAM YOUNG I!I UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG,1DAHO 83460 pi�gg RULON Fin PROJECT: REMODEL 2 1/2" 5/8" TO TAYLOR 114 AND 116 L NEW KNOCK -DOWN HOLLOW METAL FRAME F3 SI-IEE'r: DOOR SCHEDULE AE601 SHEET 16 OF 2, 1 9 u A \II 1-1\LHI�cU V L t)(,ALt: 1 /4" = P-0" AFI0I-AI-9G 2 GENERAJ. NOTES A. NEW STEELCA5E SHALL EXACTLY MATCH STYLE, COLOR, AND FINISH OF EXISTING 5TEELCA5E IN THE TAYLOR BUILDING, ® STEELCASE KEY MARK DESCRIPTION I ORDER # 1 24 X 30 X 72 RIGHT JETTY CURVILINEAR PJWR234872 2 24 X 30 X 72 LEFT JETTY CURVILINEAR PJWL327248 3 24 X GO WORK5URFACE PWKCG024 4 48 X 48 CORNER WORKSURFACE PCWRC4824 5 BBF PEDESTAL -LOCK 5UF24B5FL G 3G LATERAL FILE I 23G2G I 7 SHARED CANTILEVER PC551 85 8 48 STORAGE BIN AND TACKBOARD MBBL481 G TB4818 5 RIGHT END PANEL MFES24 10 LEFT END PANEL MFES24 11 I 24 X GG WOKK5URFACE I PWRCGG24 12 42 X 42 CORNER WORK51-)RFACE PCWKC4224 13 42 STORAGE BIN AND TACKBOARD M551-42 I G T34218 14 PENCIL DRAWER FROM STORAGE 15 24 X 30 X GG LEFT JETTY CURVILINEAR PJWL32GG48 WALL TRACK FROM STORAGE !911 ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXSURG, IDAHO 83460 4 PROJECT: REMODEL TO TAYLOR 114 AND 116 SHEET: FURNITURE PLAN AF1®1 SHEET 17 OF 23 0 A SCALE: 1 /8" I EDICI-AI-48 2 ENERAJL NOTES A. ALL EXISTING CONSTRUCTION SHALL REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL "EXISTING TO REMAIN" ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS SHALL BE FIRESTOPPED. � B RE E'll"NCE NOTES O I . REMOVE DUCTWORK AND GRILLES AS SHOWN. COORDINATE WITH DEMOLITION AND CONSTRUCTION REFLECTED CEILING PLANS. ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525SOUTH CENTER STREET REXBURG,IDAHO83450 e RULON I NIELS( i PROJECT: REMODEL TO TAYLOR 114 AND 116 SHEET: MECHANICAL DEMOLITION PLAN molol SHEET 18 OF 23 N A MECHANICAL CONSTRUCTION PLAN SCALE; 1/5" = 1'-0" EDIOI-AI-48 1 2 GENERAL NOTES A. ALL EXISTING CONSTRUCTION SHALL REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL "EXISTING TO REMAIN" ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES, C. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS SHALL BE FIRE5TOPPED. REFERENCE NOTESO ©20G4 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBUPG, IOAHO 83466 1 7-n RULOh ¢ �I -U PROTECT: I . RELOCATED RETURN AIR GRILLE AND SOUND BOOT. COORDINATE EXACT LOCATION WITH REFLECTED CEILING PLAN. REMODEL TO TAYLOR 2. RELOCATED SUPPLY AIR GRILLE. COORDINATE EXACT LOCATION 114 AND 116 WITH REFLECTED CEILING PLAN. 3. NEW 8' 0 DUCT. 4. NEW RETURN AIR SOUND BOOT. 24" x 12" x I " AC. z N 5. NEW RETURN AIR SOUND BOOT, 1 2" X 1 2" X I "AC. T a r o r i r G. NEW RETURN AIR SOUND BOOT. 18" X 12" X I" AC. A r I- 7. NEW RETURN AIR GRILLE AND SOUND BOOT. MATCH EXISTING 3 SHEET: MECHANICAL CONSTRUCTION PLAN inn 1® 1 SHEET 19 OF 23 ral A C LLL' I �I�i �L UL�VIrjI IT! Div I I i )t )N Pi i, \ SCALE: 1/5" = 1'-0" EDIOI-Al-45 2 GENERA, NOTES A. ALL EXISTING CONSTRUCTION SHALL REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL "EXISTING TO REMAIN" ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C. ALL NEW PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS SHALL BE FIRESTOPPED. SEE DETAIL A I /AE505 FOR CONDUIT PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS. SEE DETAIL A2/AE505 FOR CABLE BUNDLE PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS. B D. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS SHALL BE FIRESTOPPED, C. COORDINATE DEMOLITION OF LIGHT FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN. 00REEPR E � NOTES O . REMOVE SWITCH. 2. REMOVE THERMOSTAT AND SALVAGE FOR REINSTALLATION. COORDINATE WITH E 101 . 3. EXISTING FIRE ALARM PULL STATION TO BE REMOVED AND SALVAGED FOR REINSTALLATION. 4. EXISTING FLOOR OUTLET TO BE REMOVED. REMOVE WIRE TO NEAREST PANEL OR JUNCTION BOX. 5. CORE DRILL CMU AS REQUIRED ABOVE CEILING TO ACCOMODATE NEW SLEEVE. COORDINATE WITH ELECTRICAL CONSTRUCTION PLAN. I I SYMBOLS LEGEND Q JUNCTION BOX DUPLEX OUTLET SWITCH $o DIMMER SWITCH tBLA SWITCHPLATE COVER T DATA PORT THERMOSTAT 0 MAG. DOOR CLOSER FIRE HORN ® FIRE PULL STATION DATA P O R'T' TxEY MARK I A B IC REMARKS TAY 1 14-1 1 1 ; REMAIN, TAY I IG-11 1 1 REMAIN. CHANGE LABEL TO TAY 1 17-1 ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXISURG, IDAHO 63460 PROjrC'I': REMODEL TO TAYLOR 114 AND 116 SHEET: ELECTRICAL DEMOLITION PLAN EDI 01 SHEET 20 OF 23 Fi 5 A GENERAL NOTES A. ALL EXISTING CONSTRUCTION SHALL REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL "EXISTING TO REMAIN" ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C. ALL NEW PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS SHALL BE FIRESTOPPED. SEE DETAIL A I /AE505 FOR CONDUIT PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS. SEE DETAIL A2/AE505 FOR CABLE BUNDLE PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS. D. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS SHALL BE FIRESTOPPED. E. COORDINATE DEMOLITION OF LIGHT FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN. F. SEE REF. CEILING PLAN FOR CONFIGURATION OF NEW LIGHTS. G. NEW OUTLETS AND DATA DROPS SHOWN ON EXISTING WALLS ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET I 1 REX5URG, IDAHO 63460 i SHALL BE RUN IN SURFACE -MOUNTED RACEWAY. tl tp 1 . INSTALL NEW DUPLEX OUTLET. 2. INSTALL NEW SWITCH. 3. INSTALL NEW 3-PORT DATA DROP. PROVIDE I" EMT FROM BOX TO G" ABOVE CEILING. 4. INSTALL MAGNETIC HOLD OPEN DEVICE. PROVIDE 3/4" EMT TO EXISTING PANEL. CONNECT TO EXISTING FIRE ALARM AS REQUIRED. 5. RELOCATED THERMOSTAT. G. INSTALL NEW SWITCH IN EXISTING BOX. 7. INSTALL SALVAGED FIRE ALARM PULL STATION. 5. NEW 2" SLEEVE ABOVE CEILING. FIRE -STOP PER A2/AE505. SYMBOLS LEGEND Q JUNCTION BOX V DATA PORT —7 DUPLEX OUTLET t THERMOSTAT SWITCH 0 MAG. DOOR CLOSER $p DIMMER SWITCH Eil FIRE HORN PLATE COVER ® FIRE PULL STATION s�SWITCH Al 1 DATA PORT KEY MARK I A 1 B C R MARKS TAY 1 12-11 I I NEW TAY 1 13-11 NEW TAY 1 13-2 NEW CD I r` A f �` /� N f_ I I /1T I h f I /1 �1 >� h h l TAY 1 14-1 1 REMAIN LLLU I NIUHL UUIN, I f\\UU I IUIN I LUUI\ O LHIN TAY 114-2I NEW SCALE: 114" = I'-0" TAY 1 15-1 I NEW TAY 115-2 NEW TAY 1 17- I PfMAIN. RENAMED FROM TAY I I G- I I EDIGI-Al-48 I 2 TAY 1-U-1NEW 3 PROiEC C: REMODEL TO TAYLOR 114 AND 116 SHEET: ELECTRICAL CONSTRUCTION PLAN. E101 SHEET 21 OF 23 DESIGN -BUILD MODIFICATIOINIS TO EXIS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: G l41ET-PIPE FIRE -SUPPRESSION SPRINKLERS 1. Design, furnish, install, and make operational modifications to existing fire sprinkler system as described in Drawings. 1.2 REFERENCES A. Codes: International Fire Code 2003 edition (IFC 2003). 2. Rexburg City Ordinance 827 adopting the International Fire Code, 2003 edition, and amending and changing the IFC 2003 as described in said Ordinance. 3. Idaho Administrative Code IDAPA 18.01.49 Fire Protection Sprinkler Contractors 4. All other applicable codes as required by the AHJ (Authority Having Jurisdiction). B B. American National Standards Institute / American Society of Mechanical Engineers: 1. ANSI /ASME B 1.20.1-1983, 'Pipe Threads, General Purpose (Inch).' 2. ANSI / ASME B16.5-1988, 'Pipe Flanges amd Flanged.Fittings.' C. American Society For Testing And Materials: 1. ASTM A 105-98, 'Standard Specification for Steel Forgings for Piping Applications.' D. American Welding Society: 1. AWS D10.9. E. National Fire Protection Association: 1. NFPA 13 - , ' Standard for the Installation of Sprinkler Systems.' 2. NFPA 24 - 2002, 'Standard for Service Mains and Their Appurtenances, Private.' 3. NFPA 25 - 1995, 'Standard for the Inspection, Testing, and Maintenance of Water -Based Fire Protection Systems.' 4. NFPA 72 - 1997, 'National Fire Alarm Code.' 5. NFPA 101 - 2000, 'Life Safety Code.' F. Underwriter's Laboratories: 1. UL Directory, 'Fire Protection Equipment Directory, January 1990.' 1.3 DEFINITIONS A. Definitions contained in NFPA-13, 1-4 pertain to this section. B. Pipe sizes are nominal pipe sizes in inches. 1.4 SYSTEM DESCRIPTION A. Design Requirements: 1. Do not add to, delete from, or change head locations from what is shown on Drawings unless approved in writing by Owner. B. Performance Requirements: 1. Design and obtain approval from AHJ (Authority Having Jurisdiction) and Owner for modifications to existing protection system indicated by Drawings. Only after implementing requested corrections to Drawings from AHJ and Owner will design be approved. 2. System components shall be rated for the maximum working pressure to which they are exposed but not less than 175 psi. 3. Pay all required fees and secure all necessary permits. A1.5 SUBMITTALS A. Product Data: Provide product data for the following fire protection system components: a. Piping. b. Valves, accessories and devices. C. Sprinklers: Flow characteristics, mounting, finish. d. Escutcheons, canopies, and guards. rI FE iF0TEC710'N' [vv ED /rHLc i Gr 2) Jl,P,LL: INL IVL AE505-A2-01 B. Shop Drawings: 1. Within 14 days after award of contract and before purchase of equipment, submit two sets of documents to AHJ for plan review. 2. Submit three sets of documents with review comments from AHJ to Owner for Owner's review. 3. After implementing AHJ and Owner's corrections, submit following to Owner for final approval: a. Completed set of documents, which include shop drawings and specifications, with corrections requested by local authority having jurisdiction and by Owner. b. Design technicians certification of a NICET level III and/or professional engineer's stamp on documents. 4. After final approval by Owner, submit to Owner four copies of approved documents. C. Quality Assurance / Control: 1. Fumish proof of license from AHJ. 1.6 QUALITY ASSURANCE A. Qualifications: Installer shall be licensed by AHJ over installed fire protection systems for location of Project. B. Field Verification: Sprinkler Contractor shall field observe existing sprinkler system to be modified. Discrepancies, omissions, incongruities, etc. in these specifications and drawings shall be addressed through the shop drawing process indicated above. C. Regulatory Requirements: 1. Unless noted otherwise, modified system shall conform to: a. NFPA.13. b. NFPA 14. C. NFPA 24. d. NFPA 25. e. NFPA 72. f. NFPA 101. a. UL Directory. h. Requirements of local water department and AHJ for fire protection. 2. Sprinklers, pipe, fittings, hangers shall be UL listed. 1.7 WARRANTY A. Installer's Warranty: 1. Provide written five year warranty with following provisions: a. Warrant modified portion of sprinkling system against failure due to faulty pipe and equipment, poor installation, and other circumstances inherent in poorly installed system, 2. Replace failed and damaged system components with new components and replace building elements damaged by sprinkling system failure at no additional cost to Owner. PART 2-PRODUCTS 2.1 COMPONENTS A. General: 1. Use only domestically manufactured pipe, pipe fittings, sprinkler heads, and other components. 2. Provide and install complete and functional modifications to existing system. Omission of product requirements in this section does not exempt installer from providing complete and functional modifications to existing system. B. Pipe: 1. Domestic Schedule 40 Mechanical Grooved Pipe And Fittings: a. Mechanical grooved pipe, couplings, and fittings by Victaulic for automatic sprinkler system piping. b. Grooved Coupling Gaskets: 1) Tyler Pipe Type W, temperature rated minus 20 deg F to 230 deg F. 2) Victaulic'E' EPDM, Grade, temperature rated minus 30 deg F to 230 deg F. 2. Use screwed or butt welded connections for pipe 1-1/4 inches and smaller. C. Fittings: 1. Flanged, Welded, And Screwed: a. Carbon Steel meeting requirements of ASTM A 105. b. Threaded fittings shall have threads cut to ANSI 131.20.1. 1) Do not extend pipe into fittings so as to reduce waterway. 2) Ream pipe after cutting to remove burrs and fins. C. Welded fittings using methods complying with AWS D10.9, level AR-3. Welding procedures and performance of welders shall comply with ASW D10.9, level AR3. d. Flanged Fittings: Steel in accordance with ANSI B16.5. 3 ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXSURG, IDAHO 83460 RULO PROIECT: REMODEL TO TAYLOR 114 AND 116 SHEET: FIRE PROTECTION L NOTES FP0®1 SHEET 25 OF 26 2. Grooved Pipe Coupling System: I 2 PART 3 a. Approved Manufacturers; 3 - EXECUTION 3.1 INSTALLATION 1) Tyler Pipe. A. Drain zone impacted by modifications. Do not drain entire system. 2) Victaulic, D. Hangers and Rods: B. Modify existing sprinkler systems in accordance drawings and with requirements of latest editions of NFPA 13. Kemper Insurance Co, and as specified below: 1. Galvanized, unless specified otherwise, and UL approved for service intended. 1. Install system to drain. Drain trapped piping in accordance with NFPA 13 4-5.3.2 (1991). 2. Clevis Hangers: 2. Install piping system so it will not be exposed to freezing temperatures. 3. Do not use dropped, damaged, or used sprinkler heads. a. All Piping except l Copper Piping: 4. Install sprinkler lines concealed except where shown otherwise. Grinated 1) Quality Standard Grinnell Fig 260. Standard: 3. Approved Manufacturers: 5. Install firestopping at pipe penetrations through fire -rated floors, walls, and partitions. 6. Brace and support system to meet local seismic zone requirements. a. Grinnell. C. Hangers and Rods: b. B-Line. C. Unistrut. 1. Use of pipe hooks, chains, or perforated iron for pipe support is not allowed. Do not hang pipe from other pipe, equipment, or ductwork. E. Sprinkler Heads: 2. Support horizontal piping from clevis hangers, trapeze -type hangers, or on roller assemblies with channel supports. Hangers shall have double nuts. 1. Concealed Pendent: a. Support uninsulated pipes from clevis hanger. b. Support rods for single pipe shall be in accordance with following table: a. Flush ceiling profile. b. Adjustable cover. Rod Dia, Pipe Size C. Approved Products: 3/8 inch 2 inches and smaller 1) Reliable: Model G-4'Adjustable Concealed.' 1/2 inch 2-1/2 to 3-1/2 inches 2) Viking: Model 'Horizon Mirage': 5/8 inch 4 to 5 inches 81 Sprinkler Base: Part No. 08261. 3/4 inch 6 inches b) Cover Assembly: Part No. 08310. 7/8 inch 8 to 12 inches 2. Pendent and Upright Sprinkler; C. Hanger Spacing: a. Use Reliable Model C-1 chrome plated sprinkler guard where guards are required. 1) Pipcs 2 inches and smaller: Not over 8 feat on centers I b. Use Reliable Model C flush chrome escutcheon. 2) Larger pipes: 10 feet on centers, maximum C. Approved Products: 3. Locate hangers or supports so minimum of one is installed next to last sprinkler head on branch line. 1) Reliable: Model G. 4. Provide expansion shields and support hangers from angles held in place by expansion bolls, never directly from expansion bolt itself. Provide calculations 2) Viking: Model M. necessary to determine number of expansion bolts required to equal capacity of cast -in -place insert. 3.2 PAINTING 3) Central: Model A. A. Paint modified piping, hangers, supports, etc. to match existing (i.e. black). 4) Star: Model E. 2.2 MANUFACTURERS 3.3 FIELD QUALITY CONTROL A. Contact Information: A. Site Tests: 1. Cold Extrusion Company of America. 1. Test modified system according to NFPA-13, figure 16.1. ed. 2002 for aboveground piping. 2. Central Sprinkler Company, Lansdale, 00. (295- 2. Test modified system according to NFPA-13, figure 10.10.1, ed. 2002 for underground piping. 3. Elkhart Brass Mfg Inc, Elkhart, IN 21 330. 3. Tests shall be witnessed by Owner, representative of AHJ over fire prevention, and local Fire Chief or Fire Marshall. Witnesses shall be given 48-hour notice. 4. o Federal Pump Corporation, Brooklyn, NY (718) 451-200D, NY (18) 51-2 4. Test blanks shall have red painted lugs protruding beyond flange to clearly indicate their presence and be numbered to assure their removal when testing is 5. Grinnell Fire Protection Systems Company, Providence, RI (401) 456-5600. completed. 3.4 CLEANING 6. Mueller Co, Decator, IL (217) 423-4471. A. Flush zone impacted by modifications. 7. Nibco Inc, Elkhart, IN (219) 295-300. B. Recharge zone as required. 8. Henry Pratt Co, Aurora, IL (708) 844-4000. END OF SECTION 9. Milwaukee Faucets, Div Universal -Rundle Corp, Milwaukee, W (414) 461-8700. 10. Notifier Sprinkler Equipment Group, Aurora, IL (312) 851-5000. 11. Potter Electric Signal Company, St. Louis, MO (314) 878-4321. A 12. Potter -Roemer, Cerritos, CA (310) 404-3753. 13. The Reliable Automatic Sprinkler Co Inc, Elmsford, NY (914) 668-3470. 14. Star Sprinkler Corp, Milwaukee, WI (414) 769-5500. 15. System Sensor, St Charles, IL (708) 377-6363. 16. Tyler Pipe / Gustin-Bacon Division, Tyler, TX (903) 882-5511. 17. Victaulic Company Of America, Easton, PA (215) 559-3300. 18. The Viking Corporation, Hastings, MI (616) 945-9501. 19. The Welworth Company, Houston, TX (713) 777-7788. cI�L ��v i LCTiviJ IVhJ I LJ �I HGL � lJl �J A� SCALE: NONE AE505-A2-01 2 3 0 ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET I REXBURG, IDAHO 83460 a PROJECT: RElV1ODEL TO TAYLOR 114 AND 116 ESHEFT: FIRE PROTECTION NOTES FP002 SHEET 26 OF 26