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HomeMy WebLinkAboutSTAMPED PLANS - 05-00047 – BYUI Manwaring Center – Remodel2 I 3 SHEET INDEX L _I GENERAL G1001 COVEPP, SHEET AND GENERAL INFORMATION G1002 GENERAL INFORMATION BRIGHAM YOITNGARCHITECTURAL DEMOLITION AD I V I DEMOLI T ION I LOCK f LnN AD 102 DEMOLITION REFLECTED CEILING PLAN ARCHITECTURAL PLANS AE 101 CONSTRUCTION FLOOR PLAN AE 102 CONSTRUCTION REFLECTED CEILING PLAN UNIV RSITY ARCHITECTURAL DETAILS AE501 WALL CONSTRUCTION DETAILS AE502 MISCELLANEOUS CONSTRUCTION DETAILS AE503 NRESTOP DETAILS - TOP OF ONE-HOUP� FIRE -RATED WALL B AE504 FIP.E5TOP DETAILS - BOTTOM OF ONE-HOUP. FIRE -RATED AE505 FRESTOP DETAILS - CONDUIT PENETP.ATION5 AE50G FIRE5TOP DETAILS - CABLE BUNDLE PENETP.ATION5 IDAHOAE507 FRESTOP DETAILS - DUCT PENETRATIONS ARCHITECTURAL SCHEDULES AEGO I DOOR SCHEDULE ARCHITECTURAL FURNISHINGS -A f! 01 FURNITURE PLAN MECHANICAL mini I MECHANICAL DEMOLITION AND CONSTRUCTION PLAN ICAL BYU-IDAHO PROJECT NUMBER: 2004.43321 E 101 ELECTECTP CAL DEMOLITION AND CONSTRUCTION PLAN ELECTRICAL FP001 FIRE PROTECTION NOTES FP002 FIRE PPOTECTION NOTES 1 Z ®5� APPROVAL. SIGMA JL REMODEL'_,' - !APPROVE BUILDING INSPECTOR - TO DOUG MASON, DATE BOOKSTORE MANAGER MANWARING GARTH MILLER, COMMITTEE CHAIR DATE MINOR PROJECTS COMMITTEE A A C NT R BUI DING JEDD WALKER DATE ASSISTANT CAMPUS ARCHITECT RULON NIELSEN, MANAGER DATE ROOM 46 FACILITIES PLANNING & CONSTRUCTION 0500047 JAMES SI\/IYTH, VICE PRESIDENT DATE 1 ADMINISTRATION 3 \,1•.,r,.a,s,rins 12�rruxlel ©2004 6RiisriANi l°OUF4%2 ' UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO B3460 1'Rnj1-cr: REMODEL TO MANWARING CENTER 46 $FTFF'i: COVER SHEET AND GENERAL INFORMATION G1001 SHEET I OF 19 CA:T I N MAP' SYMBOLS LEGEND D DETAIL NUMBER PROJI=CT LIMIT LINE. C5 DETAIL 0REFERENCE NOTE AE502 REFERENCE _ j 1 SHEET 1 1 NUMBER A, WALL TYPE 1 A I EXTERIOR I—� AE202 ELEVATION O WINDOW TYPE REFERENCE NAME c` 101 ROOM NOTE B R A4 I SECTION AE301 REFERENCE O DOOR TYPE INTERIOR O FURNITURE NOTE �52 ELEVATION OR ,AE40 f PHOTOGRAPH I REV1510N NOTE REFERENCE A I 2 1�l INTERIOR ELEVATION MARKER 51 ELEVATION OR NOT TO SCALE 3 AE401 I PHOTOGRAPH REFERENCE MCK 104A— I COMMUNICATION5 PORT 4 /1 ❑ DIRECTOR — CI—ARLE5 ANDERSEN — (496-245 1) ❑ CENTRAL SHOPS — WAYNE CLARK (496-2456) ❑ CNA/COORDINATOR — JOHN REED (496-2435) 11 STRUCTURAL — DAVE WOODBURY (496-2475) ❑ ELECTRICAL — STEVE PRICE (496-2470) ❑ HVAC — NEAL SHIRLEY (496-2473) ❑ MECHANICAL/PLUM51NG — COLEMAN STEEL (496-2471) ❑ 5UILDING5/GROUND5 — DOUG WAT50N (496-2422) ❑ TELECOM PATHWAYS — TRAVIS WILLIAMS (496-2898) ❑ FIRE 5AFETY — KYLE WILLIAM5 (496-245 1) ❑ CAMPUS ARCHITECT — RULON NIELSEN (496— 1135) ❑ CONSTRUCTION — LLOYD 5EN50N (496-2460) ❑ SAFETY OFFICER — ERIC HAKM5TON (496-2457) ❑ TELECOMMUNICATIONS — PAUL JEPP50N (496-2401) ❑ NETWORK OPERATIONS — GAYLEN JENSEN (496-1081) ❑ MULTIMEDIA — KELAND DRANEY (496-2400) ❑ TELEPHONE — JIM GRIFFITH (496-2406) ❑ COMPUTER SERVICES — DOUG THOMP50N (496-2810) ❑ PURCHASING — SANDY MIYA5AKI (496-2315) ❑ SCHEDULING COORDINATION— MARIE WELLS (496-2436) ❑ SIGN SHOP— DARRELL HOLM (496-2459) ❑ REQUESTER — DOUG MASON (496-22 14) TYP. = TYPICAL *=AND IBC = 2000 INTERNATIONAL BUILDING CODE F.F. = FINISHED FLOOR ELEV. = ELEVATION CONC. = CONCRETE T.O.C. = TOP OF CONCRETE MIN. = MINIMUM F.V, = FIELD VERIFY IN5UL. = INSULATION NEC = NATIONAL ELECTRICAL CODE O.C. = ON CENTER MIN. = MINIMUM CON. = CONSTRUCTION OPP. = OPPOSITE MISC. = MISCELLANEOUS A.F.F. = ABOVE FINISHED FLOOR DIAM. = DIAMETER DOC. = DOCUMENT EXIST. = EXISTING GA. = GUAGE MANU. = MANUFACTURER STAND. = STANDARD ALUM. = ALUMINUM @2004 MRIGNAwi YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG,IDAHO B3460 PROJECT: REMODEL TO MANWA.RING CENTER 46 7FO GENERAL RMATION G1002 SHEET 2 OF 19 D IA DEMOLITION SLOOP PLAN 5CALE: 1 /4" = 1'-0' AD101-AI-48 L----- � L G:7 UENERAL NOTES A. ALL CON5TRUCTION 15 EXISTING TO REMAIN UNLE55 SPECIFICALLY NOTED OTHERWISE. ALL EXISTING TO REMAIN ITEM5 THAT ARE DAMAGED BY DEMOLITION AND/OR CON5TRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S 5ATI5FAC T ION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES: C. ALL NEW PENETRATIONS THROUGH EXISTING FIRE -RATED CONCRETE WALLS SHALL BE FI RE5TOPPED. 5EE DETAIL A I /AE505 FOR CONDUIT PENETRATION5 THROUGH EXISTING FIRE -RATED CONCRETE WALLS. SEE DETAIL A) /AE506 FOR CABLE BUNDLE PENETRATIONS THROUGH EXISTING FIRE -RATED CONCRETE WALLS. D. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS 5HALL BE FIRESTOPPED. E. COORDINATE DEMOLITION OF ELECTRICAL, MECHANICAL, FIRE ALARM, DATA, ETC. WITH ELECTRICAL AND MECHANICAL SHEETS. 0 REFERENCE NOTES (D REMOVE CARPET AND CARPET BA5E. 2. REMOVE DOOR, 5ALVAGE DOOR AND HARDWARE FOR REIN5TALLATION. FRAME TO REMAIN. 3. REMOVE STORAGE SHELF SECTION. 4. REMOVE EXISTING BOOKCASE. 5ALVAGE ONE BAY FOR REINSTALLATION. 5ALVAGE ONE BAY TO BOOKSTORE. COORDINATE NEW LOCATION OF SALVAGED BOOKCASE WITH CONSTRUCTION FLOOR PLAN. 5. COMPLETELY REMOVE COUNTERTOP AND BASE CABINET. G. COMPLETELY REMOVE WALL -MOUNTED 5HELVING. 7. CUT SHELF MOUNTING BLOCKS BACK A5 REQUIRED TO ACCOMMODATE NEW WALL. 5. EX15TING STORAGE SHELVING TO REMAIN UNDISTURBED. 5. EXISTING CARPET TO REMAIN. 10. REMOVE PLUMBING TO NEAREST "JUNCTION" AND CAP A5 REQUIRED (THREE LINES). @2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83450 PROJEM': REMODEL TO MANWARINO' CENTER 46 SHEET: DEMOLITION FLOOR PLAN ADI01 SHEET 3 OF 19 IA & GENERAh NOTES A. ALL CONSTRUCTION IS EXISTING TO 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 CONCRETE WALLS SHALL 5E FIRE5TOPPED. SEE DETAIL A I /AE505 FOR CONDUIT PENETRATIONS THROUGH EXISTING FIRE -RATED CONCRETE WALLS. SEE DETAIL A I /AE50G FOR CABLE BUNDLE PENETRATIONS THROUGH EXISTING FIRE -RATED CONCRETE WALLS. D. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS SHALL BE FIRESTOPPED. a REFERENCE NOTES Q. I . REMOVE EXISTING LIGHT FIXTURE. SALVAGE ONE SECTION FOR REINSTALLATION. COORDINATE WITH CONSTRUCTION REFLECTED CEILING PLAN. 2. REMOVE EXISTING LIGHT FIXTURE AND SALVAGE ALL THREE SECTIONS FOR REINSTALLATION. COORDINATE WITH CONSTRUCTION REFLECTED CEILING PLAN, 3. LOCATION OF EXISTING SPRINKLER LINE. REMOVE PORTION SHOWN AND SALVAGE FOR REINSTALLATION. MODIFICATIONS TO EXISTING FIRE SPRINKLER SYSTEM SHALL BE DESIGN -BUILD PER SHEETS FP00 I AND PP002. I 4. EXISTING FIRE -SPRINKLER LINE TO REMAIN. n 5. EXISTING LIGHT FIXTURE TO REMAIN. CEMOLI IION REFLECTED GEI LING PLAN SCALE: 1/4" = 1'-0" ADi02-AI-4b @2004 OR' GNA1.1 YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 53450 PROJECT: REMODEL TO MANWARING CENTER 46 SHEET: DEMOLITION REFLECTED CEILING PLAN AD102 SHEET 4 OF 19 IB lA CON5TRUCTION FLOOK PLAN SCALE: 1 /4" = 1'-0" AEI 0 l -A I -9G I I� GENERAi, NO"T'ES5 A. ALL CONSTRUCTION 15 EXISTING TO 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 1 SAT 1S5 ffA CTl0N. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C. ALL NEW PENETRATIONS THROUGH EXISTING FIRE -RATED CONCRETE WALLS SHALL BE FIRESTOPPED. SEE DETAIL A I /AE505 FOR CONDUIT PENETRATIONS THROUGH EXISTING FIRE -RATED B CONCRETE WALLS. SEE DETAIL A I /AE50G FOR CABLE BUNDLE PENETRATIONS THROUGH EX15TING FIRE -RATED CONCRETE WALLS. D. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS SHALL BE FIKESTOPPED. E. SEE FURNITURE PLAN FOR 5TEELCA5E LAYOUT. F. SEE SHEETS AE50 I AND AE502 FOR WALL 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 1/AE501 . I. SEE SHEET AE601 FOR DOOR SCHEDULE, J. PAINT ALL NEW WALLS. O REFERENCE NOTES OI 1. NEW CARPET AND CARPET BASE. USE BOOKSTORES SURPLUS CARPET. 2. NEW VCT TO MATCH EXISTING. 3. NEW LOCATION OF SALVAGED BOOKCASE. 4. NEW ROOM IDENTIFICATION SIGN. 1 O2004 BRIGHAM YOUNG_ UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 ' PROJECT: REMODEL TO MANWARING CENTER 46 E TRUCTIONOOR PLAN AE101 SHEET 5 OF 19 11 IA CON57UCTI ON Kff LECTED CEILING PLAN SCALE: 1 /4" = I'-0" AE 102-A 1-48 I 2 GENERAL NOTES A. ALL CONSTRUCTION IS EXISTING TO 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 CONCRETE WALLS SHALL BE FIRESTOPPED. SEE DETAIL A I/AE505 FOR CONDUIT PENETRATIONS THROUGH EXISTING FIRE -RATED B CONCRETE WALLS. SEE DETAIL A I /AE50G FOR CABLE BUNDLE PENETRATIONS THROUGH EXISTING FIRE -RATED CONCRETE WALLS. D. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS SHALL BE FIRESTOPPED, O REFERENCE NOTES O INSTALL NEW 2X4 2-TU5E PARABOLIC LIGHT FIXTURE, 2. NEW SUSPENDED ACOUSTICAL CEILING SYSTEM. SEE .AS/AE502: 3. INSTALL SALVAGED LIGHT FIXTURE (ALL THREE SECTIONS) IN CENTER OF AISLE. 4. INSTALL NEW SUPPLY AIR GRILLE. COORDINATE WITH MECHANICAL SHEETS. 5. NEW LOCATION OF SALVAGED SPRINKLER LINE AND HEADS. MODIFICATIONS TO EXISTING FIRE SPRINKLER SYSTEM SHALL BE DESIGN -BUILD PER SHEETS FPOO I AND FP002, G. NEW FIRE SPRINKLER HEAD. MODIFICATIONS TO EXISTING FIREF SPRINKLER SYSTEM SHALL BE DESIGN -BUILD PER SHEETS FP00 I AND FP002. 7. EXISTING FIRE SPRINKLER LINE ABOVE CEILING TO REMAIN. 8, EXTEND EXISTING FIRE SPRINKLER LINE TO NEW LOCATION OF SALVAGED AND REINSTALLED SPRINKLER LINE AND HEADS. MODIFICATIONS TO EXISTING FIRE SPRINKLER SYSTEM SHALL BE DESIGN -BUILD PER SHEETS FP00 I AND FP002. 9. SURFACE MOUNT SALVAGED LIGHT FIXTURE (ONE SECTION). I O. INSTALL NEW RETURN AIR GRILLE AND SOUND BOOT. COORDINATE WITH MECHANICAL SHEETS. 1 1. NEW CEILING -MOUNTED SPEAKER. CONNECT TO EXISTING SYSTEM AS REQUIRED. 12, NEW IONIZATION DETECTOR, 3 ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 P RO] r,CT: I REMODEL TO MANWARING CENTER 46 s� n�r•_T: CONSTRUCTION REFLECTED CEILING PLAN AE1®2 SHEET 6 OF 19 IA VP,LL C VIVA 1 KUL 111—IN. SEE WALL TYPES. '0GA. XG"FLAT 57'EEL BLOCKING. ;YF5UM BOARD. �CCESSOP"Y /IOUNTED OVER IN15HED WALL. :�AL BLOCKING 5EHIND WALL �CCE550RIE5 AND M - i UL r-KaNAIN14 r DLQCK\! NC DETAIL D I SCALE: NONE AE501-51-01 NOTE: I . PROVIDE TOP OF WALL BRACING PER B2/AE501 . 2. FOR BLOCKING SEE B I /AE501 . 20 GUAGE 3-5/8" METAL FRAMING @ I G" ON CENTER 5/8" GYPSUM BOARD ACOUSTICAL GATT INSULATION WALL TYPE 'A' A I SCALE: I I/2" = I' 0" 00° ) GA. x 3-5/8" STEEL STUD :ACE AT 48" O.C. TERNATING (FLAT), ,STEN TO STRUCTURE ROVE) )P TRACK TILING FINISH, )ORDINATE WITH PLECTED CEILING PLAN \LL FINISH AND FRAMING, )ORDINATE WITH WALL PE DETAILS WALL DRACE DETAIL D2 SCALE: 1 1/2" = 1'-0" AE501-52-05 NOTE: I . ONE -HOUR FIRE -RESISTIVE RATED WALL (REFERENCE GYPSUM ASSOCIATION FILE NO. WP 1072). 2. WALL SHALL EXTEND TO UNDERSIDE OF FLOOR STRUCTURE ABOVE AND SHALL DE FIRE STOPPED. SEE B3/AE50 1. 3. FOR BLOCKING SEE B 1 /AE50 1. 4. BOTTOM OF WALL SHALL BE FIRE -STOPPED IN ACCORDANCE WITH A2/AE504. 5. ALL PENETRATIONS SHALL BE FIRE -STOPPED. SEE DRAWING SHEETS AE505, AE50G, AND AE507. 20 GUAGE 3-5/8" METAL FRAMING @ I G" ON CENTER 5/8" TYPE X GYPSUM BOARD.. FASTEN WITH I " TYPE S DRYWALL SCREWS AT 8" ON CENTER AT VERTICAL JOINTS AND 1 2" ON CENTER AT FLOOR AND CEILNIG RUNNERS AND INTERMEDIATE STUDS. STAGGER JOINTS 24" ON EACH SIDE AND ON OPPOSITE SIDES. FRICTION FIT ACOUSTICAL GATT INSULATION WALL TYPE 'D' A2 SCALE: 1 1 /2" = I'-0" AE501-A3-08 Tnp nF EXISTING CONCRETE "T" FLOOR STRUCTURE. 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. FIRE -STOP SYSTEM ON BOTH SIDES OF WALL (NOT SHOWN). SEE NOTE '3' OF DETAIL A I /AE503 FOR FIRE-STOPPI N G REQUIREMENTS. TOP TRACK OF WALL, DO NOT FASTEN TO DEFLECTION CHANNEL. ONE -HOUR FIRE RESISTIVE RATED WALL. SEE A2/AE50 1. r1NIF-HoI IP `�s1V,L. I I VI\ 153 FI FT -RATED INALL `� SCALE: 3" = 1'-0" AE501-AI-04 EXISTING CONCRETE WALL 20 GA 7/8" HAT CHANNEL AT I G" O.C. 5/8" GYPSUM BOARD a�j WALL TYPE 'C' A`' SCALE: 1 1/2" = I'-0" AE50 I -A2-08 @2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: I REMODEL TO MANWARING CENTER 46 si n_LT: WALL CONSTRUCTION DETAILS AE501 SHEET 7 OF 19 AE501-A2-08 IA NOTE: I . PROVIDE TOP OF WALL BRACING PER 52/AE50 1. 2. FOR BLOCKING SEE B I/AE501 . 20 GUAGE 3-5/8" METAL FRAMING @ I G" ON CENTER 5/8" GYPSUM BOARD WALL TYPE 'D' AI SCALE: 1 112" = 1'-0" AE501-A2-08 NOTE: I,- I . ONE -HOUR FIRE -RESISTIVE RATED WALL (REFERENCE GYPSUM ASSOCIATION FILE NO. WP 1201). 2. WALL SHALL EXTEND TO UNDERSIDE OF FLOOR STRUCTURE ABOVE AND SHALL BE FIRE STOPPED. SEE 153/AE50 1. 3. FOR BLOCKING SEE B I/AE501 . 4. BOTTOM OF WALL SHALL BE FIRE -STOPPED IN ACCORDANCE WITH A2/AF504. 5. ALL PENETRATIONS SHALL BE FIRE -STOPPED. SEE DRAWING SHEETS AE505, AE50G, AND AE507. 20 GUAGE 3-5/8" METAL FRAMING @ I G" ON CENTER NATIONAL GYPSUM COMPANY 5/8" hl-IMPACT BRAND FIRE -SHIELD TYPE X GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHT ANGLES. FASTEN WITH 1 -1 /4" TYPE S DRYWALL SCREWS AT 8" ON CENTER AT VERTICAL EDGES AND 1 2" ON CENTER AT INTERMEDIATE STUDS. STAGGER JOINTS I G" ON OPPOSITE SIDES. —=�-�/ --- FRICTION FIT ACOUSTICAL BATT INSULATION WALL PE IE' B 2 SCALE: 1 112" = P-0" 4 7/8" AE502-52-06 BATT INSULATION - WHERE OCCURS (SEE WALL TYPES) 5/6" GYPSUM BOARD - GYPSUM BOARD SHALL EXTEND INTO THE THROAT OF THE DOOR FRAME AS REQUIRED TO ACHIEVE SPECIFIED FfRE RATING. SEE DOOR SCHEDULE. 12 GA. SPLAY WIRE AT 12'-0" O.C. IN EACH PLAN OF EACH RUNNER. WALL FINISH - SEE WALL TYPE DETAILS. 0 METAL FRAMING - SEE WALL TYPE DETAILS WRAP -AROUND TYPE HOLLOW METAL DOOR FRAME. FIRE RATIN SHALL BE IN ACCORDANCE WITH THE DOOR SCHEDULE. DOOR. SEE DOOR SCHEDULE. TYPICAL DOOR HEAD/JAMB 51 M I LA K A2SCALE: 3" = 1'-0" AE501-53-04 Fso '7- 1/2" CONDUIT COMPRESSION BRACE. FULL HEIGHT. TYPICAL, 1.2 GA. VERTICAL WIRES AT 4'-0" O.C. 2" MIN. Q r SUSPENDED CEILING B`� SCALE: NONE AE503-133-1 G 133 FIRST LINE OF BRACING TYPICAL AE_503 4'-0" OR LESS FROM WALL BOUNDARY. CEILING SUSPENSION SYSTEM. NOTE: CEILINGS ARE REQUIRED C�eTO BE BRACED UNLESS ALL \20 OF THE FOLLOWING CRITERIA ARE MET: (1) ROOM AREA IS SMALLER THAN 144 SQ. FT., AND (2) THERE ARE WALLS ON FOUR SIDES, AND (3) THE WALLS EXTEND TO THE STRUCTURE. ��j SUSPENDED CEILING A`� SCALE: NONE 3 AE503-A3- I G ©2004 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: REMODEL TO MANWARING CENTER 46 Sl-lFrT: MISCELLANEOUS CONSTRUCTION DETAILS AE,5®2 SHEET 8 OF 19 no 5y5tem No. � W-D-0062 A55embly Ratings -I and 2 Hr (See Items 2 � 3) Nominal Joint Width - 3/4 in. CI355 I) Movement Capabihtie5 - 33% Compre5510n or Extension 7A L— A SECTION A -A I , Floor Assembly Min 4-1 /2 in. thick reinforced lightweight or normal weight (100-150 PCF) ° 5tructural concrete. 2. Wall Assembly The I or 2 h fire -rated gyp5umboard /steel Stud wall assembly shall be constructed of the materials and in the manner Specified in the individual U400 5erle5 Wall F or Partition Design in the UL Fire KC515tance Directory and Shall include the following i construction features; aA. 5teel Floor and Ceiling Runners Floor and ceding runners of wall assembly shall con515t LO of min No. 25 gauge gale steel channels sized to accommodate Steel studs (Item 25). 1 Ceding runner to be provided with 2 in. flanges. Ceiling runner secured with steel A factener5 spaced 12 in. OC. A I . Light Gauge Framing' -Slotted Ceding Runner A5 an alternate to the ceding runner in Item 2A, slotted ceiling runner to consist of gale Steel channel with slotted flanges Sized to accommodate Steel studs (Item 213). Slotted ceiling runner installed with steel fa5tener5 spaced max 24 in. OC. A 5LIPTRACK 5Y5TEM5 INC ---5LP-TKK EI PE -STOP DE-1 AI L (TOP OF WALL) SCALE: NONE AE506-AI-01 C. Gypsum Wallboard' Gyp5umboard installed to a min total thickne55 5/8 or I -1 /4 in. on each side of wall, for I or 2 hr fire resistance rated walls, respectively. Wail to be constructed a5 specified in the individual U400 5erie5 Design in the UL Fire Ke5i5tance Directory, except that a max 3/4 in. gap shall be maintained between the top of gyp5umboard and bottom of concrete floor. The screws attaching the wallboard to the studs at the top of the first layer shall be located 4 in. from the steel floor unit valleys. The screws attaching the Second layer to the 5tCCI Studs Shall be m5talled into the studs 3-1/2 in. below the valleys of the steel floor units. The hourly fire rating of the joint system 15 dependent on the hourly ratings of the wa115. 3. fill, Void or Cavity Material - 5ealant Max Separation between the bottom of floor and top of wall 15 3/4 in. The joint 5y5tem 15 dC51gncJ to accommodate a max 33 percent compression or extension from its installed width. Fill material installed on each Side of wall between the top of the gyp5umboard and the bottom of the concrete floor. Min 5/5 in. thickne55 plus a 114 in. crown required for I hr fire rated system. Min 1-1 /4 in. thickness installed flush with surface of wall required for 2 hr fire rated system. hILT CON5TRUCTION ChEMICAL5, DIV OF hILTI INC - CPG015 Ela5tomeric Fire5top 5ealant 'Bearing the UL Cla551fication Mark N 00 0 0 UNIVERSITY-IDAHO 525 SOUTH CENTEP, STREET REXBURG, IDAHO 83460 PIiOJECT: REMODEL. TO MANWARING CENTER 46 SHEET: FIRE -STOP DETAILS AE503 SHEET 9 OF 19 Of IA 5y5tem No. BW-5-0001 Assembly Rating5 - I and 2 hr (See Item 2) L Rating at Ambient - Le55 than I CFM/Lin Ft L Rating at 400' F - Le55 than I CFM/Lin Ft Joint Width - 3/4 In. Max I . Floor Assembly -- Min 4-112 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Floor may a15O be constructed of any G in. thick UL Cla551fied hollow -core Precast Concrete Unrts'. See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures. 2. Wall A55embly -- The I or 2 h fire -rated gypsum board/5teel stud wall assembly shall be constructed of the materials and in the manner 5pecfied in the individual U400 or V400 5erie5 Wall or Partition Design in the UL Fire Resistance Directory. In addition, the wall may incorporate a head -of -wall Joint system constructed as specified in the HW 5erie5 Joint 5y5tem5 in the UL Fire Resistance Directory. The wall shall include the following construction features; A. Steel Floor Runner -- Floor runners of wall assembly shall con515t of min No. 25 gauge gale Steel channels Sized to accommodate steel 5tud5 (Item 215). Floor runners to be provided with min 1-114 in. flanges. Runners secured with steel fasteners spaced 12 in. OC. 15, 5tud5 -- Steel studs to be min 2-112 in, wide. Studs cut 112 to 3/4 in. 1e55 in length than a55embly height with bottom nesting in, resting on and fastened to floor runner with Sheet metal 5crew5. 5tud spacing not to exceed 24 in. OC. C. Gypsum Board' -- Gypsum board 1115talled to a min total thickness of 5/8 or 1-1 /4 in. on each side of wall for a I or 2 hr rated wall, respectively. Wall to be constructed a5 specified in the individual U400 or V400 Series Design in the UL Fire Resistance Directory, except that a max 3/4 in, gap shall be maintained between the bottom of gypsum board and top of concrete floor. The hourly fire rating of the Joint system 15 equal to the hourly fire rating of the wall. 3. Pill, Void or Cavity Material' 5ealant -- Max separation between top of floor and bottom of gypsum board is 3/4 in. For I and 2 hr rated wall a55embl e5, min 5/8 in. or 1- 1/4 in. thickness of fill material, respectively, installed on each Side of the wall between the bottom of the gypsum board and the top of the concrete floor, flush with each surface of the wall. HILTI CONSTRUCTION CHEMICAL5, DIV OF HILTI INC -- CPGO 15 Ela5tomeric Fire5top 5ealant, CPGOG Flexible Fire5top Sealant or F5-ONE 5ealant '13earing the UL Cla55ification Mark FIRE -STOP DETAIL (BOTTOM OF ONE -NOUN FIRE-KE515TIVE RATED WALL SCALE: NONE AE505-A2-0 13 O20G4 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG,IDAHO 83460 REMODEL TO I\LA,NWARING CENTER 46 Si-IEET: FIRE -STOP DETAILS AES04 SHEET 10 OF 19 IA System No. W-J-1028 o System No. W-L-1289 �� F Katrng5 - I and 2 hr (see Item 3) F Ratings - I and 2 Hr (See Items I and 3) T Rating - 0 fir I T Rating - 0 Hr SECTION A -A 1. Wall Assembly Min 2-1/2 in, thick reinforced lightweight or normal weight (100-150 pcf) concrete, Wall may also be constructed of any UL Cla55rfie6 Concrete blocks'. Max diam of opening 15 12-1/2 in. See Concrete Blocks (CAZT) category in the fire Re515tance Directory for names of manufacturers, 2. Through -Penetrants One metallic pipe, conduit or tubing to be centered within the firestop system, The annular space between pipes, conduit or tubing and periphery of opening Shall be inn 1/2 in. to max 7/8 in. Pipe, conduit or tubing to be rigidly supported on both 5ide5 of wall a55embly. The following types and sizes 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 G 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 heaver) copper pipe. 3. fill, Void or Cavity Material' - 5ealant Min 5/5 in. or 1-1 /4 in. thickness of fill material applied within the annulus, flush with both surfaces of wall for I hr and' 2 hr fire -rated walls, respectively. HILTI CON5TRUCTION CHEMICAL5, DIV OF HILTI INC - f5G01 or f5-ONE 5ealant 'bearing the UL Classification Marking FIRE -STOP DETAIL (4" MAX METAL CONDUIT TIIROUGh I -f10UR BLOCK WALL) 5CALE: NONE AE50G-A 1 -0 1 `o A A SECTION A -A I . Wall Assembly -- The I or 2 hr fire -rated gypsum board/5tud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 5erie5 Wall or Partition Design in the UL Fire Re515tance Directory and shall include the following construction features: A. Studs -- Wall framing may consist of either wood studs or steel channel studs . Wood studs to con5i5t of nom 2 by 4 in. lumber spaced I G in. OC. 5teel studs to be min 3-1/2 in. deep, fabricated from 25 M5G gall/ steel, spaced max 24 in. OC. b, Gypsum Board* -- The gypsum board type, number of layers, fastener type and sheet orientation Shall be a5 5pecified in the individual Wall and Partition Design, Max dram opening 15 12 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed, 2. Through Penetrant -- One metallic pipe, conduit or tube to be m5talled either concentrically or eccentrically within the firestop 5y5tem. The min annular space between the pipe, conduit or tube and the � periphery of the opening shall be min, 0 in. (point contact) to max 7-7/8 in. Pipe conduit or tube to be W rigidly supported on both 51de5 of wall assembly. The following types and 512e5 of metallic pfpe5, conduits N or tubes may be used: $ A. Steel Pipe -- Nom 4 in. dram (or smaller) Schedule 10 (or heavier) steel pipe. w 5. Iron Pipe -- Nom 41n, diam (or smaller) cast or ductile iron pipe, C. Conduit -- Nom 4 in. dram (or Smaller) rigid Steel conduit. D. Conduit -- Nom 4 in. dram (or smaller) steel electrical metallic conduit. E. Copper Tubing -- Nom 4 in, dram (or smaller) Type L (or heavier) copper tubing. f. Copper Pipe -- Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe, 3. Firestop System -- The firestop system shall consist of the following: A. Packing Material -- GIa55 fiber or mineral wool batt insulation firmly packed within the wall cavity around the opening a5 a permanent form. 5. Fill, Void or Cavity Material* —Foam -- Fill material applied within annulus flush with both surfaces of the wall. Min fill material thickness for I hr F Rating 15 4-3/4 in, Min fill material thickne55 for 2 hr f Rating 5 G in. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- CP G20 fire Foam 'bearing the UL Cla551fication Mark FIRE -STOP DETAIL K1 MAX METAL CONDUIT a TI-IK000H I -HOUR GYP. BOARD WALL) SCALE: NONE AE50G-A2-01 Cr 2204 BR!GHA.: YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG,IDAHO 83460 rizo,�rcr: ' REMODEL TO MANWARING CENTER 46 SI IFLT: FIRE -STOP DETAILS AE505 SHEET 11 OF 19 B `o 0 W LO r N 0 Ln W 5y5tem No. W-J-303GI 0� I 5y5tem No. W-L-3I I I J F Rating - I and 2 hr F Ratin95 - I and 2 hr T Rating - 0 hr T Rating - 0 hr I . Wall Assembly - Min 5 in, thick reinforced lightweight or normal weight ( 100-150 pcf) concrete. Wall may also be constructed of any UL Cla55ified Concrete 5iock5'. Max dram of opening 15 4 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers, 2. Metallic Sleeve - Nom 4 in. dram steel electrical metallic tubing (EMT) or Schedule 5 steel pipe friction fit into wall assembly and installed flush with wall surfaces. 3. Cable5 -Aggregate cross -Sectional area of cables in opening to be max 25 percent of the cr055-5ectional 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 5161e5 of the wall a55embly. 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 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. -c, 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, thickne55 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 po55ible on both 5urface5 of wall. Additional fill material to be m5talled such that a min 1 /4 in. crown 15 formed around the cable bundle and lapped over the Steel sleeve. HILTI CON5TRUCTION CHEMICALS, DIV OF HILTI, Inc. - CPG 18 Firestop Putty 5tick 'Bearing the UL Cla551fication Marking FIRE -STOP DETAIL (CABLE BUNDLE TIIR0UGf1 I -110UR BLOCK WALL) SCALE: NONE AE50G-A 1 -0 1 `o SECTION A -A I . Wall A55embly The fire - rated gypsum wallboard/5tud wall assembly Shall be constructed of the materials and in the manner 5pecfied if the individual U300 or U400 5erie5 Wall and Partition De51gn5 in the Fire Resistance Directory and shall include the following construction features: A, Studs Wall framing Shall con5i5t of either wood studs or channel shaped steel 5tud5. Wood studs to con515t of 2 by 4 in. lumber spaced I G in. OC. 5teel studs to be min 2-1 /2 in, wide, fabricated from min 25 M5G 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 a5 5pecified in the individual U300 or U400 5erle5 De5ign5 in the UL Fire Re515tance Directory. Max dram of opening 15 4 in. 2. Metallic 51eeve - Optional The nominal 4 in. dram Steel electrical metallic tubing (EMT) or Schedule 5 steel pipe friction fit into wall assembly and m5talled flush with wall surfaces. 3. Cable5 Aggregate cross - sectional area of cables in cable tray to be max 25 percent of the cr055 - 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 5ide5 of the wall a55embly. Any combination of the following types and 51ze5 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 51.1burnt 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 5/5 in. thickne55 of fill material applied within annulus flush with both surfaces of wall, Fill material to be forced into mter5tice5 of cable bundle to the max extent possible on both 5urface5 of wall. Additional fill material to be m5talled such that a min 1 /4 in. crown 15 formed around the cable bundle and lapped over the Steel sleeve. HILTI CON5TRUCTION CHEMICAL5, DIV OF HILTI INC - CPG 18 Fire5top Putty 5tick 'Bearing the UL Cla551fication Marking FIRE -STOP DETAIL (GABLE BUNDLE THROUGH I -HOUR GYP. BCAKC WALL) 5CALE: NONE AE50G-A2-01 UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: REMODEL TO MANWARING CENTER 46 E FIRE-STOP I DETAILS AE506 SHEET 12 OF 19 0 I11 System No. W-L-7040 F Ratings - I and 2 Hr (5ee Items I and 3) T Ratmq - 0 Hr S0,IIUN A -A I . Wall A55em121y - The fire -rated gypsum wallboard15tud wall assembly shall be constructed of the materials and in the manner Specified in the individual U300 or U400 Series Wall and Partition Designs in the Fire Resistance Directory and Shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to con515t of nom 2 by 4 in, lumber spaced I G in. OC, Steel studs to be min 2-112 in. wide and spaced max 24 in. Additional framing members shall be used to completely frame around opening. B. Wallboard, Gypsum' - Nom 5/5 in. thick with square or tapered edges. The gypsum wallboard type, number of layers and sheet orientation shall be a5 Specified in the individual Wall and Partition Design Number, Max area of opening 15 1244 in, with the dimension of 49-1 /4 in. The hourly F rating of the fire5top system 15 equal to the hourly fire rating of the wall assembly in which it 15 in5talled. 2. 5teel Duct - Nom 24 in. by 48 in, (or smaller) No. 24 gauge (or heavier) galy steel duct to be in5talled within the fire5top system. The annular space Shall be min 1/4 in, to a max I in. Duct to be rigidly Supported on both 51de5 of the wall assembly. 3. Fire5t0p 5y5tem - The fire5top system shall con515t of the following: A. Fill, Void or Cavity Material' - Sealant - In I Hr a55em12he5, min 5/8 in. thickness of fill material applied within annulus flush with both surfaces of wall, In 2 Hr a55em12he5, min 1-1 /4 in, thickness of sealant applied within annulus flush with both 5urface5 of wall. HILTI CONSTRUCTION CHEMICALS, DIV Of HILTI, Inc. - P5-ONE 5ealant or CPGO 15 Ela5tomeric fire5top 5ealant or CPGOG Flexible 5ealant B. 5teel Retaining Angle - Min 1-1 /2 in, by 1-1 /2 in. No. I G M5G (0.000 in,) gals Steel angles cut to fit contour of duct with a 1-1 /2 in. overlap on both 5urface5 of wall. Vertical leg of angle secured to duct with min No. 8 by 3/4 in, long sheet metal 5crew5 per Side, spaced a max of 3 in. OC. 'Bearing the UL Classification Marking FIRE -STOP DETAIL (SQUARE DUCT THROUGH I -f10UR GYP. BOARD WALL) SCALE; NONE AE505-AI-01 CD 0 r_ J `o System No. W-L-7042 v o F Ratmg5 - I and 2 Hr (5ee Items I and 3) T Rating - 0 Mr � 5ECTION A -A 1. Wall A55embly The I or 2 hr fire rated wallboard/5tud wail a55embly shall be constructed of the materials and in the manner specified in the individual U300 or U400 5erie5 Wall and Partition De5i9n5 in the UL fire Resistance Directory and Shall include the following construction features, A. Studs Wall framing may con515t of either wood studs or Steel channel studs. Wood studs to consist of nom 2 by 4 in, lumber Spaced I G in. OC. Steel Studs to be min 2-1/2 in. wide and spaced 24 in. OC. B. Gypsum Board" For I hr a55embly, one layer of min 5/8 in. thick wallboard a5 required in the individual Wall and Partition Design, For 2 hr assembly, two layers of min 5/8 in, thick wallboard a5 required in the individual Wall and Partition Design. Max dram of opening 15 14-1 /2 in. for wood stud wa115 and 21-3/4 for steel stud walls. The hourly P and T Pating5 of the fire5top system 15 equal to the hourly fire rating of the wall assembly in which it 15 in5talled. 2. Through Penetrant Galy steel duct to be in5talled concentrically or eccentrically within the fire5top System. The annular space between the duct and periphery of opening shall be 0 in. (point contact) and max 1-1 /2 in. Duct to be rigidly supported on both 5ide5 of wall assembly. A. 5plral Wound HVAC Duct Nom 20 in. dram (or Smaller) No. 24 M5G (or heavier) gale steel 5priral wound duct. B. Sheet Metal Duct Nom 12 in. dram (or Smaller) No. 28 MSG (or heavier) gals sheet steel duct. 3. Fill, Void or Cavity Material'--5ealant Min 5/8 in. and 1-1 /4 in, thickness of fill material applied within annulus, flush with both surfaces of wall a55embly for I or 2 hr rated walls, respectively. At the point contact location between duct and wallboard, a min 1/2 in. dram'bead of sealant Shall be applied at the wallboard) duct interface on both 5urface5 of wall a55embly. HILTI CON5TRUCTION CHEMICALS, DIV OF HILTI INC - CPGO 15 Ela5tomeric fire5top 5ealant, F5-ONE 5ealant or CPGOG Flexible Pire5top 5ealant 'Bearing the UL Classification Mark FIRE -STOP DETAIL (ROUND DUCT TIIROUGI­I I -HOUR GYP. BOARD WALL SCALE: NONE AE50G-A2-01 3 0200: BRI sH.AM YOUNG UNIVERSITY -I DAH O 525 SOUTH CENTER STREET REXBURG,IDAHO83460 PRO[Ix:r: REMODEL TO MANWARING CENTER 46 SKEZI': FIRE -STOP DETAILS AE507 SHEET 13 OF 19 � DOOR � �Ti_I S 2 Tom.0OR 'Yr'iHEDuL � 3 -. -r rr--j� DOOR TYPE D2 REQUIREMENTS DOOR FRAME DETAILS I. Type: AWI PC-5ME or FD-5ME. 2. Grade: AWI Premium, except face veneer. TJ ID EXISTING SOLID 3• Face Veneer: ui a� I- W/1Offi LYY a. Plain i :Jl1lil.iU I\�itl vaf. I I IGGLI11g 1 equll GI I IGi lL� AWI Grade A, 1/50 thick ¢ u,J � Z N V 7 � W ` DOOR of inch minimum HEAD JAMB THRESHOLD HARDWARE TO REMAIN immediately prior to finishing' b. Face veneers shall be running book 45A D2 • 51 GI P I T I FR20 A2/AE502 A2/AE502 51M. NONE H 1, H2, H3, H4, H5 DI matched. 4GA DI • 51 GI F I T I FR20 A2/AE502 A2/AE502 51M. NONE H4, H5, HG 4. Fully Type I: Adhere all glue lines with Type I adhesive, including veneer lay-up. B 5. Core: d a. Fully bonded to stiles and rails and sanded as a unit prior to applying veneers. b. Fire -Rated, AWI FD 1/3 (20-minute): I ) 32 lb density meeting requirements of ANSI A 208.1 Mat Formed Wood GENERAL: Particle Board, Grade I -L- I minimum. 2) Stiles: 1. FIELD VERIFY ALL SIZES PRIOR TO ORDERING FRAMES. a) 1-3/8 inches deep minimum before I fitting. 2. DUE TO MULTIPLE USE, SOME OF THE DETAILS REFERRED TO ON THE DOOR SCHEDULE ARE REVERSED AND/OR TURNED FROM THE f b) 1/4 inch minimum of stile face to be DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CA5E5 BE FOLLOWED AND THE ARCHITECT hardwood matching face veneer CONSULTED SHOULD QUESTIONS ARISE. material. NEW SOLID 3) Rails: 3. DOORS TO BE SET TO CLEAR FINISHED FLOOR SURFACE BY 1/2". CORE WOOD DOOR a) 1-1 /8 inches D2 b) Manufacturer's option. 4. DOOR FRAME ANCHORS ARE NOT SHOWN ON THE DETAILS, PROVIDE MINIMUM OF THREE (3) EACH ANCHORS PER JAMB Al- ALL DOORS HI 3'-0" WIDE AND LESS. H NGIING:RNEW FRAME PROFILES FRAME T L JL ES BALL BEARING HINGES. THREE HINGES PER DOOR LEAF, USE HAGER 1351279 OR EQUAL. H2 DOOR CLOSER: OVERHEAD, 5URFACE-MOUNTED, PARALLEL ARM, 150 DEGREE OPENING, ADJUSTABLE SWEEP SPEED, FRAME TYPE T I REQUIREMENTS ADJUSTABLE BACKCHECK, NON -HANDED, NON -SIZED. 1, Cold rolled furniture steel. APPROVED PRODUCTS AND MANUFACTURERS: (1) 4041 2" /8„ a. Interior Frames: I G ga. SERIES PARALLEL ARM BY LCN, (2) EQUAL. 2. Provide labeled frame to match fire 1­13 LOCK: LEVER OPERATED AL SERIES BY 5CHLAGE OR EQUAL. rating of door, FUNCTION TO BE ANSI F 100 (SCHLAGE AL53PD). 'OR 3. Finish: H4 SMOKE GASKETS: USE FK55 BY PEMKO EQUAL. COLOR — a. Use one of following systems: SHALL MATCH EXISTING SMOKE GA5KETING IN BUILDING. I ) Prime surfaces with rust H5 FLOOR STOPS: HAGER 243F, OR IVE5 1`5438, OR ROCKWOOD co R inhibiting primer. 440/441 . N In A 2) Galvanize. HG REINSTALL SALVAGED HINGES, CLOSER, AND LATCH5ET. = A 4. Anchors: 1 G U5 ga minimum meeting NEW WELDED UL or other code acceptable S SIZE HOLLOW METAL requirements for door rating involved. S I I -3/4" X 3'-0" X 7'-0" DOOR FRAME T I FR FIRE RATING EXISTING HOLLOW FR20 20-MINUTE NEW WELDED HOLLOW METAL DOOR FRAME TO METAL DOOR FRAME REMAIN G GLA55 F I F2 EXISTING HOLLOW FRAME TYPE T2 REQUIREMENT5 GI NONE METAL DOOR FRAME TO REMAIN 1. EXISTING TO REMAIN. PAINT. T2 I 2 3 v2v04 SRIG}Ii.N1 YOLMG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 mioJ�cr: REMODEL TO MANWARING CENTER 46 ST 7E ET: DOOR SCHEDULE AE601 SHEET 14 OF 19 In IIA FU RN ITU KE FLAN SCALE: 1/4" = 1'-0" AF101-A1-56 2 GENERAI. NO YES A. NEW 5TEELCA5E SHALL EXACTLY MATCH STYLE, COLOR, AND FIN15H OF EXISTING 5TEELCA5E IN THE BUILDING. 71 ® STEELCASE KEY # MARK DE5CRIPTION ORDER # I 24 X 42 WORK51JRPACE FROM STORAGE 2 24X24XGOX48 CORNER WOR.K5URFACE FROM STORAGE 3 55F PEDE5TAL-LOCK FROM 5TORAGE 4 3 G LATERAL FILE FROM 5TORAGE 5 SHARED CANTILEVER FROM STORAGE G 42" 5TORAGE BIN AND TACKBOARD FROM 5TORAGE FROM 5TORAGE 7 RIGHT END PANEL FROM STORAGE 8 PENCIL DRAWER FROM 5TOKAGE 5 24 X 42 WORK5URFACE FROM MC 354EA WALL TRACK (THREE PAIR) FROM 5TORAGE @200A SM Y.AM YOUNG ' UNIVERSITY-IDAFIO 525 SOUTH CENTER STREET REXBURG, IDAHO B3460 PRQ}E'•CT: REMODEL TO MANWARING CENTER 46 SHEET: FURNITURE PLAN AFI 01 SHEET 15 OF 19 Iu IA 2 i 1 Ile ME��ANICAL �DEMO�1-1ON �*C ON5TIZUCTIO�Nf L00K PLAN SCALE: 1 /4" = 1'-0" EDIOI-AI-48 2 GENERA. NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE, ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED 5Y DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNERS 6. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C, ALL NEW PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS SHALL DE FIKESTOPPED. SEE DETAIL AI/AE50G FOR CONDUIT PENETRATIONS THROUGH EXISTING FIRE -RATED CMU 13 WALLS. SEE DETAIL A I/AE507 FOR CABLE BUNDLE PENETRATIONS THROUGH EXISTING FIRE -RATED CMU WALLS. D. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS SHALL 5E FIRESTOPPED. O REFERENCE NOTES OI 1. REMOVE EXISTING 14XG SIDEWALL GRILLE. SALVAGE FOR REINSTALLATION. 2. INSTALL SALVAGED 14 X G SIDEWALL GRILLE. 3. NEW DUCTWORK. CONNECT TO EXISTING. SIZE TO MATCH EXISTING. 4. NEW DIFFUSER. COORDINATE WITH REFLECTED CEILING PLAN. 5. FIRE STOP DUCT PENETRATION THROUGH ONE -HOUR FIRE -RESISTIVE RATED WALL. SEE AE507, G. NEW RETURN AIR GRILLE AND SOUND BOOT. 7. EXISTING RETURN AIR GRILLE TO REMAIN. 3 @2004 9RIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83"0 PROj Ecr: REMODEL TO MANWARIN G CENTER 46 sx�sr: MECHANICAL DEMOLITION & CONST. PLAN 11 i 01 SHEET 16 OF 19 0 IA 14 r 2 1300 STORE STO. ROOM r 3 6 H COfP I ao ur a 4 O 5 12 ,: rrr tr�vr •r im ELECTRI 5ckz: I&- I'-0' PLAN Hard uEjN E NuiES A. ALL CONSTRUCTION 15 EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIE5<511ALL BE REPAIRED OR REPLACED TO THE OWNER'S ' SATISFACTION. I B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMEN51ON5 AND QUANTITIES. C. ALL NEW PENETRATIONS THROUGH EXISTING FIRE -RATED CONCRETE WALLS SHALL BE FIRE5TOPPED. SEE DETAIL A I/AE505 FOR CONDUIT PENETRATIONS THROUGH EX15TING FIRE -RATED CONCRETE WALLS. SEE DETAIL A I /AE50G FOR CABLE BUNDLE PENETRATIONS THROUGH EXISTING FIRE -RATED CONCRETE B WALLS. D. ALL ABANDONED PENETRATIONS THROUGH EXISTING FIRE -RATED WALLS SHALL BE FIRESTOPPED. E. COORDINATE DEMOLITION OF LIGHT FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN. iF0REFERENCEv OT.S i , REMOVE THERMOSTAT AND SALVAGE FOR REINS T ALLAT ION. COORDINATE WITH B I /E 10) . 2. REMOVE SPEAKER. SALVAGE FOR REINSTALLATION. 3. EXISTING HORN STROBE TO REMAIN, 4. REMOVE SWITCH. SALVAGE FOR REINSTALLATION. 5. REMOVE OUTLET AND WIRING TO NEAREST JUNCTION BOX, 6, INSTALL NEW OUTLET. 7. REINSTALL SALVAGED THERMOSTAT. 8. INSTALL NEW LIGHT SWITCH FOR NEW LIGHTS. SEE REFLECTED CEILING PLAN. 9. INSTALL NEW DATA DROP. vi F v 1 p 10. INSTALL SALVAGED SPEAKER. 1 1. INSTALL SALVAGED SWITCH. CONNECT TO EXISTING AND RELOCATED LIGHTS IN ROOM #4E AS REQUIRED. COORDINATE 50 KSTORE WITH REFLECTED CEILING PLAN. 6 STO ROOM 12. REMOVE POWER STRIP. sa 4G 13. CONNECT NEW LIGHT IN CORRIDOR TO EXISTING CORRIDOR CIRCUIT, SEE REFLECTED CEILING PLAN. 13 14 14, EXISTING THERMOSTAT TO REMAIN. 15. EXISTING DATA JUNCTION BOX. RUN 3/4" AND DATA CABLING ABOVE n FROM EXISTING JUNCTION BOX TO NEW DATA DROP. 1 5 ABOVE SYMBOLS LEGEND 8 Q JUNCTION BOX DATA PORT OFFICE DUPLEX OUTLET [ THERMOSTAT s 45 SWITCH 0 MAG. DOOR CLOSER o DIMMER SWITCH 04 FIRE HORN p SWITCH PLATE COVER ® FIRE PULL STATION aLANK �1 9 J DATA P O RT REY 1 ELECTRICAL CONSTRUCTION FLOOR PLAN MARK A B C REMARKS l H�. 'c' U8' r-a MC 45-A I I I I NEW @INIVERSITY-113 8H0 525 SOUTH CENTER STREET REXBURG,IDAHO 634,50 PROJEcr. REMODEL TO M.ANWAR.ING CENTER 46 sl-MET: ELECTRICAL DEMOLITION & CONST. PLAN �101 SHEET 17 OF 19 DESIGN -BUILD MODIFICATIONS TO EXiSTIOG iJtfET-PIPE FIRE -SUPPRESSION S PART 1-GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Design, furnish, install, and make operational modifications to existing fire sprinkler system as described in Drawings. 1.2 REFERENCES A. Codes: 1. 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). g B. American National Standards Institute / American Society of Mechanical Engineers: 1. ANSI / ASME B1.20.1-1983, 'Pipe Threads, General Purpose (Inch).' 2. ANSI / ASME 816.5-1988, '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. FIRE PROTECTION NOTES (PAGE I OF 2 SCALE: NONE AE505-A2-01 I 2 B. Shop Drawings: 3 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 ccertificatinn of a N!CET !eve! III anti/or rnro fessiCnal engineer's stamp Cn doCurnent.. 4. After final approval by Owner, submit to Owner four copies of approved documents. C. Quality Assurance / Control: 1. Furnish 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. g. 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 B1.20.1. 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 1316.5. ©2034 SRIGHAM YOUNG. UNIVERSITY-IDAHO 525 SOUTH CEfVTER STREET REXBUR13,1_110 63d60 PROJECT: .REMODEL TO MANWA RING CENTER 46 SHEET: FIRE PROTECTION NOTES FP0®1 SHEET 18 OF 19 IA 2. Grooved Pipe Coupling System: 1 2 PART 3 - EXECUTION 3 a. Approved Manufacturers: 3.1 INSTALLATION 1) Tyler Pipe. A. Drain zone impacted by modifications. Do not drain entire system. 2) Victaulic. B. Modify existing sprinkler systems in accordance drawings and with requirements of latest editions of NFPA 13. Kemper Insurance Cc, and as specified below: D. Hangers and Rods: 1. Install system to drain. Drain trapped piping in accordance with NFPA 134-5.3.2 (1991). 1. Galvanized, unless specified otherwise, and UL approved for service intended. 2. Install piping system so it will not be exposed to freezing temperatures. 2. Clevis; Hangers: 3. Do not use dropped, damaged, or used sprinkler heads. a. All Piping except Un'c,sulated Copper Piping: 4. Install sprinkler lines concealed except where shown otherwise. 1) Quality Standard: Grinnell Fig 260. 5. Install firestopping at pipe penetrations through fire -rated floors, wells, and partitions. 3. Approved Manufacturers: 6. Brace and support system to meet local seismic zone requirements. a. Grinnell. C. Hangers and Rods: b. B-Line. 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. C. Unistrut. 2. Support horizontal piping from clevis hangers, trapeze -type hangers, or on roller assemblies with channel supports. Hangers shall have double nuts. E. Sprinkler Heads: B a. Support uninsulated pipes from clevis hanger. 1. Concealed Pendent: b. Support rods for single pipe shall be in accordance with following table: a. Flush ceiling profile. Rod Dia. Pipe Size b. Adjustable cover. 318 inch 2 inches and smaller C. Approved Products: 112 inch 2-112 to 3-1/2 inches 1) Reliable: Model G-4'Adjustable Concealed.' 5/8 inch 4 to 5 inches 2) Viking: Model'Horizon Mirage': 3/4 inch 6 inches a) Sprinkler Base: Part No. 08281. 7/8 inch 8 to 12 inches b) Cover Assembly: Part No. 08310, C. Hanger Spacing: 2. Pendent and Upright Sprinkler: 1) Pipes 2 inches and smaller: Not over 8 feet on centers a. Use Reliable Model C-1 chrome plated sprinkler guard where guards are required. 2) Larger pipes: 10 feet on centers, maximum b. Use Reliable Model C flush chrome escutcheon. 3. Locate hangers or supports so minimum of one is installed next to last sprinkler head on branch line. c. Approved Products: 4. Provide expansion shields and support hangers from angles held in place by expansion bolts, never directly from expansion bolt itself. Provide calculations 1) Reliable: Model G. necessary to determine number of expansion bolts required to equal capacity of cast -in -place insert. 2) Viking: Model M. 3.2 PAINTING 3) Central: Model A A. Paint modified piping, hangers, supports, etc. to match existing (i.e. black). 4) Star: Model E. 3.3 FIELD QUALITY CONTROL 2.2 MANUFACTURERS A. Site Tests: A. Contact Information: i. Test modified system according to NFPA-13, figure 16.1. ed. 2002 for aboveground piping. 1. Cold Extrusion Company of America. 2. Test modified system according to NFPA-13, figure 10.10.1. ed. 2002 for underground piping. 2. Central Sprinkler Company, Lansdale, PA (215) 362-0700. 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. 3. Elkhart Brass Mfg Cc Inc, Elkhart, IN (219) 295-8330, 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 4. Federal Pump Corporation, Brooklyn, NY (718) 451-2000. completed. 5, Grinnell Fire Protection Systems Company, Providence, RI (401) 456-5600. 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) B44-4000. END OF SECTION 9. Milwaukee Faucets, Div Universal -Rundle Corp, Milwaukee, VA (414) 461-8700. 10. Notifier Sprinkler Equipment Group, Aurora, IL (312) 851-5000. 11. Potter Electric Signal Company, St Louis, MO (314) 878-4321. 12. Potter -Roemer, Cerritos, CA (310) 404-3753. 13. The Reliable Automatic Sprinkler Cc Inc, Elmsford, NY (914) 688-347D. 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 Walworth Company, Houston, TX (713) 777-7786. FIRE ��OTECT(ON f�OT�� (PAGE 2 0� 2) �� "- SCALE: NONc M505-A2-01 2 iI @2004 BRIGH .1 -01 :C UNIVERSITY-11311` 7 O 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: REMODEL TO MANWARING CENTER 46 SHEET: FIRE PROTECTION NOTES FP002 SHEET 19 OF 19 cr