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HomeMy WebLinkAboutSTAMPED PLANS - 04-00411 - BYUI Taylor Building - Remodel2 Ill I 113 IA 3 ELECTRICAL CON5TKUCTION PLAN 1 2 3 VM'AAbll BY ll1V-ir)AFIU-1'ACILfrnS okS�G!a dT'D CO\S'fIWC1'ION DIWAICfdfliNl' - MCH1?hC.f' RRI ns wT", 5[N - fiv nMa an [-mnrar, nn v,r:er re v Henn vnn REFERENCE NOTES I . PROVIDE TWO (2) 2" EMT CONDUITS THROUGH EXISTING WALL FOR DATA CABLING. 2. PROVIDE TWO SLEEVES AND D FIRE -CAULKING THROUGH FIRE -RATED WALL FOR DATA CABLING. SLEEVES AND FIRE -CAULK SHALL COMPLY WITH SHEET AE-50G OR AE-507. 3. RUN ALL NEW POWER TO AVAILABLE CIRCUITS IN EXISTING PANEL, 4. TEMPORARY CONSTRUCTION, DUST, AND SAFETY BARRIER. GENERAL NOTES c A. ALL DATA PENETRATIONS THROUGH FIRE -RATED WALLS SHALL BE FIRE CAULKED. SEE AE-50G AND AE-507 FOR REQUIREMENTS. B. ALL ELECTRICAL PENETRATIONS THROUGH FIRE -RATED WALL SHALL BE FIRE CAULKED. SEE AE-505 FOR REQUIREMENTS. C. PROVIDE PATH OF HOOKS FROM BDF TO REMODELED AREA FOR DATA CABLING. 13 A KEY FIRE -RATED WALLS AREA OF NEW CONSTRUCTION O W a SHEET # E-102 z 1 a 0'r I I REFERENCE NOTES z 1 . RELOCATE EXISTING y THERMOSTAT TO LOCATION O t- O INDICATED ON PLAN E- 10 1. 2. RELOCATE EX15TING SWITCH TO p" x+ LOCATION INDICATED ON PLAN n If- 101. Q Q 3. REMOVE DUPLEX OUTLETS. z 4. REMOVE DIMMER SWITCH. D 5. OUTLET AND JUNCTION BOX 1'-0" H FROM FINISHED CEILING. p GENERAL, NOTES W O 1. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS NOTED Q ° OTHERWISE. I --a p � KEY P4 OQ Q JUNCTION BOX V DATA PORT qp DUPLEX OUTLET t THERMOSTAT Eli o SWITCH MAG DOOR+ CLOSER O o DIMMER SWITCH FIRE HORN "—` (D O 1-4 SWITCH PLATE ® FIRE PULL "LANK COVER 5TATION v ° B DATA PORT KEY MART\ I A 5 C REMARK5 TAY 110-1 REMAIN/ RENAME TO TAY I I OA- I TAY I I I - I REMAIN A ELECTKICAL DEMOLITION PLAN SCALE: 1 /8" = I '-0" A N 1 2 3 4 PR FPAR Vn R4'RVf1.inALM_Fann iTlPc nncrfV awns[�nVCTenRNr�n[nAPT.Ui:w-i'_ane^in'i'x:[-i'Rin nw'��ii:i <x: n�. xT.�ma nvt..m a[.[n art utrrn�nten t'Fn O o W W Q U A SHEET # ED-101 Iim I I IA 1 12 3 NOTE 8 O NOTE 3 NOTE 4 NOTE 7 NOTE 3 NOTE I 4 REFERENCE NOTES Z I . REMOVE LIGHT AND SALVAGE FOR REINSTALLATION. SEE SHEET Alf- 102. 2. REMOVE EXISTING / i/ / H O SUSPENDED ACOUSTICAL 7 7 7 CEILING SYSTEM. 1 x D 3. RELOCATE EXISTING FIRE SPRINKLER <C TO LOCATION INDICATED ON SHEET Q AE-102. x z r--i 4. REMOVE EXISTING SUPPLY AIR GRILLE, SALVAGE FOR REINSTALLATION. SEE Alf- 102. 5. REMOVE EXISTING RETURN AIR GRILLE. SALVAGE FOR REINSTALLATION. SEE Alf- 102. G. REMOVE EXISTING CEILING MOUNTED MANUAL PROJECTION SCREEN NOTE 4 111 7III. HEAT SENSOR TO BE RELOCATED. SEE W NOTE 9 PLAN AE- 102. Q ® NOTE 8 (5. CAREFULLY CUT 5U5PENDED O NOTE 10 Z c ACOUSTICAL CEILING SYSTEM TO Q NOTE I ACCOMMODATE NEW WALL. OTE 2 9. REMOVE EXISTING SUPPLY AIR GRILLE. NOTE 5 1 / / / �/ / // �_/ N 10. EXISTING MASONRY PIER. DO NOT pi � %/71�T� DISTURB. ® OQ NOTE3 a NOTE 3--`-' l I , 17 7-7' O NOTE 10 ° ° GENERAL NOTES v NOTE 2� A. ALL CONSTRUCTION IS EXISTING TO NOTE 10 0 0 0 REMAIN UNLESS NOTED OTHERWISE. '-' Q ® NOTE G B. ALL NEW PENETRATIONS THROUGH p P4 FIRE -RATED WALLS SHALL BE E� O a FIRE -CAULKED. SEE DRAWING SHEETS 0 0 0 1 AE-505 THROUGH AE-507. a O O W KEY w a P-4 DEMOLITION Z 07 RETURN AIR GRILLE O a SUPPLY AIR GRILLE W LIGHTING C U DEMOLITION KEELECTED CEILING PLAN O RECESSED LIGHTING W u� 5CALE: 1 /8" = 1'-0" SPRINKLER a N 0 HEAT SENSOR SHEET # 1 1 z 1a 14 MOTION DETECTOR AD-102 ��n coX5TKU 0NDffl'AKlMFN-r-nnCTnlT­'kUf srvn.vex. 11-11117.1nn1n Al arn..nsn .1— ID I I IA 1 1 '"PAKLn BY BIT MAW) - FACII-MFS D1isIGT A7 U NOTE 2 NOTE 2 ''• , NOTE 3 •' • NOTE 9 NOTE 9 'NOTE f 0 NOTE '7 L NOTE 8 K m 1 10 —NOTE 3 NOTE 4 NOTE 2 NOTE G NOTE-1. , NOTE 8 INOTE 5 KM III : 1 NOTE 7J . 1 Z AKcmmrrr Bcnn—nsrw. gnum ---n AT am-- CI -301 DEMOLITION PLAN SCALE: 1 /8" = 1'-0" 4 REFERENCE NOTES I . REMOVE EXISTING DOOR AND HARDWARE. CAREFULLY 5AW-CUT AND REMOVE METAL DOOR FRAME. SALVAGE DOOR AND HARDWARE FOR REINSTALLATION, D 2. 5AW-CUT WALL TO FIT A NEW OPENING. SEE AI/AE-504 FOR NEW HEADER AND STEEL FRAME CONSTRUCTION AROUND OPENING. SEE CONSTRUCTION PLAN FOR SIZE AND LOCATION OF OPENING, 3. REMOVE EXISTING BUILT-IN CABINETS. PATCH AND REPAIR WALL. CAREFULLY SALVAGE CA51NET5 FOR REINSTALLATION IN DENSON 2 G8/2G9. 4. CAREFULLY 5AW-CUT AND REMOVE EXISTING CMU WALL. 5. REMOVE EXISTING CHALKBOARD. SALVAGE TO OWNER. G. SAW -CUT AND REMOVE TOP OF CONCRETE FLOOR TO DEPTH SHOWN IN DETAIL C I/AE-301 . DO NOT SAW -CUT ALL THE WAY THROUGH THE FLOOR. ONLY SAW -CUT TO DEPTH SHOWN IN DETAIL. 7. REMOVE CARPET AND CARPET BASE. 0 8. EXISTING 8"X8" MASONRY PIER. DO NOT DISTURB. 9. TACK50ARD TO BE REMOVED AND SALVAGED TO OWNER. n 10. REMOVE DOOR AND HARDWARE. CAREFULLY SAW -CUT AND REMOVE METAL DOOR FRAME. A GENERAL NOTES 1 A. ALL CONSTRUCTION 15 EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. B. ALL NEW PENETRATIONS THROUGH FIRE -RATED WALLS SHALL BE FIRE -CAULKED. SEE DRAWING SHEETS AE-505 THROUGH AE-507, KEY DEMOLITION EXISTING TO REMAIN a C H a 0 o W Q U w ra SHEET # AD-101 DOOR SCHEDULE DOOR TYPES FRAME TYPE5 z DOOR DETAILS 31-411 Q 101 0J A � 2 W z — 3'-0" 3'-0" I H Q LL, � HEAD JAMB HARDWARE 411 HEAD AREA "A" 7'-4" KNOCK -DOWN HOLLOW H D 1 • S1 F I T I FR20 BI/AE-502 A3/AE-502 H 1, H2, h3, H4, H5, HG D 1 • 51 F I T 1 FR20 BI/AE-502 A3/AE-502 H 1, H2, H3, H4, H5, HGD2 FJO • 51 F I T I FK20 B I /AE-502 A3/AE-502 H 1, H4, HG, H7 a W METAL FRAME T Ii � Q Q NEW SOLID CORE SALVAGED SOLID WOOD WOOD DOOR DI CORE DOOR AND HARDWARE D2 - GENERAL: FRAME PROFILES a 1. FIELD VERIFY ALL DOOR SIZES PRIOR TO ORDERING DOORS, s 2, DUE TO MULTIPLE USE, SOME OF THE DETAILS REFEREED TO ON THE DOOR SCHEDULE ARE REVERSED` AND/OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN DOOR SIDE ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE. 3. DOOP�5 TO BE SET TO CLEAR FINISHED FLOOR SURFACE BY 1 /2". 2 1 /41' 5 611 0 a 4. DOOR FRAME ANCHORS ARE NOT SHOWN ON DETAILS, ANCHORING SYSTEM WILL VARY, PROVIDE MINIMUM �o OF (3) EA. ANCHORS PER JAMB AT ALL DOORS 3'-0" WIDE AND LESS. m 5. COORDINATE LOCATIONS OF HOLD OPEN DEVICES WITH ELECTRICAL DRAWINGS. DESCRIPTION: m W S SIZE H HARDWARELn Q W 51 1-3/4" x 3'-0" x 7-0" H I MAGNETIC HOLD -OPEN COORDINATE WITH ELECTRICAL U H2 CLOSER H3 LATCH SET (LEVER TYPE) O FIRE RATING H4 SMOKE GASKETS H5 HINGES (THREE PER DOOR) KNOCK -DOWN HOLLOW Q FR20 20 MINUTE HG WALL DOOR STOP METAL FRAME PROFILE H7 INSTALL SALVAGE DOOR CLOSER, LATCHSET, AND HINGES F I I Q SHEET # P1tSl'.1RI3D Ot' lil'V-iDA710 1':\Cll_R7GC DLti1C� A,t'D CO\STRUCTIO\ llP.l`ART,\IG�! .1RCII7"IIlGI' IiLI.O� �IGLSCT"- r=' ±WA Itt'L'-1DAIin Al i. rtin lax nusPn \Tn. AE-601 System No. W-L-3 F Rating5 - I and 2 Hr T Rating - 0 Hr SECTION A -A Wall Assembly The fire — rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified if 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 shall consist of either wood studs or channel shaped steel studs. Wood studs to consist of 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide, fabricated from min 25 MSG galvanized steel, spaced max 24 in. OC. B. Gypsum Board* 5/8 in. 4 ft wide with square or tapered edges. The gypsum wallboard type, number of layers and sheet orientation shall be as specified in the individual U300 or U400 Series Designs in the UL Fire Resistance Directory. Max diam of opening is 4 in. FIRESTOP SYSTEMS Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. December 07, 1999 S I Fj�© c L us 2. Metallic Sleeve — Optional The nominal 4 in. diam steel electrical metallic tubing (EMT) or Schedule 5 steel pipe friction fit into wall assembly and installed flush with wall surfaces. 3. Cables Aggregate cross — sectional area of cables in cable tray to be max 25 percent of the cross — sectional area of the opening. The annular space between the cable bundle and the periphery of the opening to be min 1/8 in. to max 3/4 in. Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of cables may be used: A. 6 pair — No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and PVC jacket. B. 24 fiber optic cable with polyvinyl chloride (PVC) outer and subunit jacket. C. Type RGU/59 coaxial cable with polyethylene (PE) insulation and polyvinyl (PVC) jacket. D. The 2/C No. 10 AWG cable with ground with polyvinyl (PVC) insulation and jacket. E. 3/C No. 12 AWG cable with polyvinyl chloride (PVC) insulation in a nominal 1/2 in. flexible metal conduit. 4. Fill, Void or Cavity Material* Putty — Min 5/8 in, thickness of fill material applied within annulus flush with both surfaces of wall. Fill material to be forced into interstices of cable bundle to the max extent possible on both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed around the cable bundle and lapped over the steel sleeve. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP618 Firestop Putty Stick *Bearing the UL Classification Marking U C7 z O a W 40 Q Q E� O 0 0 P4 W W Q SHEET # AE - 507 'flrrw:n D01GN XNM mNffPaUMON INTART.\.rn-r PAli1'AFXD MY System No. W-J-303G F Rating - I and 2 Hr T Rating - 0 Hr 1. Wall Assembly — Min 5 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete, Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 4 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Metallic Sleeve — Nom 4 in. diam steel electrical metallic tubing (EMT) or Schedule 5 steel pipe friction fit into wall assembly and installed flush with wall surfaces. 3. Cables —Aggregate cross —sectional area of cables in opening to be max 25 percent of the cross —sectional area of the opening. The annular space between the cable bundle and the periphery of the opening to be min 1/8 in. to max 3/4 in. Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sized of cables may be used: A. 6 pair — No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and PVC jacket. B. 24 fiber optic cable with polyvinyl chloride (PVC) outer and subunit jacket. C. Type RGU/59 coaxial cable with polyethylene (PE) insulation and polyvinyl (PVC) jacket D. The 2/C No. 10 AWG cable with ground with polyvinyl (PVC) insulation and jacket. E. 3/C No. 12 AWG cable with polyvinyl chloride (PVC) insulation in a nominal 1/2 in. flexible metal conduit. 4. Fill, Void or Cavity Material* — Putty — Min 5/8 in. thickness of fill material applied within annulus flush with both surfaces of wall. Fill material to be forced into interstices of cable bundle to the max extent possible on both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed around the cable bundle and lapped over the steel sleeve. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, Inc. — CP618 Firestop Putty Stick *Bearing the UL Classification Marking � p,SS I Fj�o Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. FIRESTOP SYSTEMS November 10, 1998 C ® us IYU-711A110-PACILMICDMIGF AND CUXMUCTXXN DEPAA]'MC\f-AACI71T1iC1'AVLU\\IFiLSL'A'-C 20"DYLI-IDAITO ALL MGH SAPSMAt M. cD 0 0 z O SHEET # AE - .506 System No. W-L-1289 °O System No. W-J-1028 o F Ratings - I and 2 Nr (See Item!and 3) _ Fes`—"" w —�.. F Ratings - I and 2 hr (See Item 3) zs T Rating - 0 Nr I T Rating - 0 hr O �. �'� A C) 1 1 x z B e ° p W A SECTION A -A 1. Wall Assembly -- The 1 or 2 hr fire —rated gypsum board/stud wall assembly shall be constructed of the 2 materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design in the A , UL 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 4 d consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-1/2 in. deep, SECTION A -A C)Q fabricated from 25 MSG galv steel, spaced max 24 in. OC. C B. Gypsum Board* -- The gypsum board type, number of layers, fastener type and sheet orientation o shall be as specified in the individual Wall and Partition Design. Max diam opening is 12 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall 1. Wall Assembly Min 2-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) V) assembly in which it is installed. concrete. Wall may also be constructed of any UL Classified Concrete Blocks". Max diam o 2. Through Penetrant -- One metallic pipe, conduit or tube to be installed either concentrically or of opening is 12-1/2 in. O eccentrically within the firestop system. The min annular space between the pipe, conduit or tube and the See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of O of the opening shall be min. 0 in. (point contact to max 7-7 8 in. Pipe conduit or tube to be periphery P g (P ) / P manufacturers. z r� o rigidly supported on both sides of wall assembly. The followingtypes and sizes of metallic pipes, conduits g y PP y YP P P 2. Through —Penetrants One metallic pipe conduit or tubing to be centered within the firestop H or tubes may be used: system, The annular space between pipes, conduit or tubing and periphery of opening shall Y P P�P 9 P P ry P 9 A. Steel Pipe -- Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. be min 1/2 in. to max 7/8 in. Pipe, conduit or tubing to be rigidly supported on both a -- B. Iron Pipe Nom 4in, diam (or smaller) cast or ductile iron pipe. sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing C. Conduit -- Nom 4in. diam (or smaller) rigid steel conduit. -- D. Conduit Nom 4in. diam (or smaller) steel electrical metallic conduit. may be used: A. Steel Pipe Nom 10 in, diam (or smaller) Schedule 10 (or heavier) steel pipe. E. Copper Tubing -- Nom 4 in, diam (or smaller) Type L (or heavier) copper tubing. B. Conduit Nom 4in. diam (or smaller) steel electrical metallic tubing or nom 6 in. F. Copper Pipe -- Nom 4in. diam (or smaller) Regular (or heavier) copper pipe. diam (it smaller) steel conduit. 3. Firestop System -- The firestop system shall consist of the following: C. Copper Tubing Nom 4in. diam (or smaller) Type L (or heavier) copper tubing. A. Packing Material -- Glass fiber or mineral wool batt insulation firmly packed within the wall cavity D. Copper Pipe Nom 4in. diam (or smaller) Regular (or heavier) copper pipe. � around the opening as a permanent form. 3. Fill, Void or Cavity Material* — Sealant Min 5/8 in. or 1-1/4 in. thickness of fill material B. Fill, Void or Cavity Material* —Foam -- Fill material applied within annulus flush with both surfaces applied within the annulus, flush with both surfaces of wall for 1 hr and 2 hr fire —rated of the wall. Min fill material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 walls, respectively. W hr F Rating is 6 in. HILTI CONSTRUCTION CHEMICALS, DIV OF q HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS601 or FS—ONE Sealant HILTI INC -- CP 620 Fire Foam *Bearing the UL Classification Marking o *Bearing the UL Classification Mark x U I ' �p Fj�o Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. FIRESTOP SYSTEMS L SS I Reproduced by HILTI, Inc, Courtesy of Underwriters Laboratories, Inc. YL SHEET #• September 10, 2003 c us I'WilWUM. By Al'(1-tnAlco-PAC.11=rs nPStew — axe.. 1-1— 11—♦r t. tr..-.mc n.:c.:u-cn FIRESTOP SYSTEMS December 02, 1997 C�j US AE - 505 - g,,r 11411 1 z 1 8° 3"x5"x 1 /6" TUBE STEEL �� r B B EXISTING CMU WALL W W EPDXY ANCHOR TYP, SEE DETAIL INDICATED O Q 2"x5"x 1/8" TUBE STEEL p O� 7-4" o w � � SEE JAMB AND HEAD DETAILS O 51 �- A3/AE-502 FOR ANGLE ~ O AROUND OPENING ON BOTH SIDES. p �+ EXISTING 8" CMU WALL U O a 3/5" EPDXY ANCHOR EXTEND G" MINIMUM A2 INTO CMU . r �AE-504 / TYP. OF i A FOUR I 1 LINE OF EXISTING FLOOR n I /2 m HOLE Nj 1 - 1 /2"@ HOLE FOR EPDXY ANCHOR INSTALLATION W Q 1211 / z 0 U STEEL EKAME AT NEW DOOM OPENINGS E=STL3::: E DETAIL aSH Al A2 S =�P,M EET#ALE: rnr."nnrn"ren;.rnnrw.rnc".rrtes T vnj,"T .ar T,--rrrr 2 AE - 504 I NOTE: USE P2470-100 UN15TRUT PIPE COUPLING FITTING (35660 Clinton Street, Wayne, MI 481 Tel: 500 521-7730, Fax: 734-721-4106) P2470-50, -75, -100 Pipe Coupling Fitting A A racenxnn nr FASTEN PIPE COUPLING 171TTING TO UN15TRUT WITH TWO CHANNEL STUD NUTS o (SEE 52/AE508). EACH -=_ - CHANNEL STUD NUT TO HAVE 5 FLAT WASHER, LOCK WA5HER, 6� - t�� ;) AND NUT (5EE AI/AE508). Pipe Coupling Part Size WV100 pcs Number In Lhs (ky) P247 0-50 '.!; 77 P247.0-75 P2470-100 1 103 B I PIPE COUPLING FITTING _ 5GALE: NONE Flat Washers Pcs PIANO. - Size Lbs(kg) I IRW0:5E.G %° 0.8 I lnl HICG 04 IIFI4Vli3ilG y4" 1.8 FII— HFLI`f0;MG 1W _ 77 S; HFI 4'J075FG k" 17 HFLW��SiEG '/" 15.3 HFLVIMOFG _ i' 188 Lock Washers _ P. Na. Sixe U1 0 DPI C9. HLh nLHYJPz3tr, az6 'L'!h'ti�� HLXVIF-ILQ /c 2P0 HLXY2073EG ra 3.90 1n.Iwan37e6 a _. 3,00 Innvilrxe i s.ea Hexagon Nuts 01531111 WI/1 DO Des _. Part No. Size Us (kg) NHXN925EG 1' 0'& HHYWO atEr., L_ HHXP1f137EG IIHXW"^ucG A- HHYtJOt CG N 73 IIIIXNMM 1` 11.9 IIIt71Jo87EG / 19+ _ -- -- iIIXFOCOU, IT 283 72.5 NOTE: U5E UN15TRUT WASHERS AND NUTS INDICATED (35660 Clinton Street, Wayne, MI 45184. Tel: 800 521-7730, Fax: 734-72 ( -4106) E��- TS AND WASHERS NE 1 - naclTure,' aea.n±, n^r67 ten - e: mu xru-,nnzzo n, 1. a1c,rrs ane"avrn 2 3 NOTE: USE F2380-2 UN15TRUT CHANNEL STUD NUT (35660 Clinton Street, Wayne, MI 48154 NOTE: USE P28G7 UN15TRUT BEAM CLAMP (35660 Clinton Street, Wayne, MI 4(5184 Tel: 800 521-7730, Fax: 734-721-4106) Tel: 800 521-7730, Fax: 734-721-4106) 'A' 'e' Fn, 01. Wilh Ch.—I Ch—I mil N■Sloe SIW TMasa WOOD, t P1000, P,10o. Pei —1.,, Th-d k Ins) In (ram) Lbs )kp) P2000. p3m M1811 2r-20 JA '4 a 6 ■ P2373.2 114 rn -A 9 ■ -- P237E-3 I k I !' 9' ■ - P2376-1 %d-10 A h 1Z ■ - >9 ` P2379 2 1 /1 11, 12 54 ■ f2379's I r; 13 ■ -- P2360.4 All shrJ Nul g,an.cs are P2380-5 6penakMi. ecW stW Icn0lhs and P2380.6 1l lead kn0lhs ca�bc s- "md p.m eN, esl "" """' ' P2381-2 /.-13 P2381-3 P2381.4 P2381-5 P2381 6 P2381-7 P2382.2 W-II ■ Acceptable for use P2592-3 /1'in T.� 18 ■ CIS 1/ 1i�16 --^■ 2'le 16 ■ .7110 ..' / 112 14 ■ 2_ - L,: _ f F h 1 1 7 ■ I I N le ■ 19 ■ FG_ _ +It, 1:5 20 p2867 Wt/100 locs: 134 Lbs (60.8 kg) Includes: "J" Bolt, "U" Bolt and Hex Nuts. • For use with Channels P1000, P1100, P2000, P3000, P3300, P3301, P4000, P4001 . P4100, and P4101 . (g,_.E�t.�NEL STUD NUT B3 BEAM CLAMP 5GALE: NONE ` NOTE: USE P 1000 UN15TRUT CHANNEL (35660 Clinton Street, Wayne, MI 48184 I r Tel: 800 521-7730, Fax: 734-721-4106) P10000 3� II l—t1� -A„ �A42y 1 T +-- -i i 710" U N (STRUT 5GALE: NONE 2 2 Wt/'00 Ft: 19 „'20-Ww4t6b m) AII'oWable Moment 5,080 In-Lbs (570 N•m) 12 Gauge Nominal Thickness ,105n (2,7mm) 3 u A C/� H W Q z O U W a SHEET # .AE - 503 7 1 /2" x 5 TYPICAL 5PLAY WIRE 12 GA. AT 12'-0" O.C. I ° CO IN EACH PLAN OF EACH RUNNER CO E-+ FIRST LINE OF BRACING FULL H TYPICAL tom;,; F' CMU WALL 4'-0" OR LE55 FROM WALL BOUNDARY WIRE5 AL J (� 12 GA. AT/ P4 ', W MASONRY ANCHOR CEILING 5U5PEN51ON 5Y5TEM oh 4'-O" O.C. F S Qr Q 9f 2" MIN.... Z �- TACK WELD FRAME TO C7 ] ANGLE (ALL AROUND }-+ BOTH 51DE5), CAULK, Fti n I% 17 1 /8" STEEL ANGLE. 4 ,Cj P� EACH SIDE 1/4" 2-4 1/4" 2-4 F 3"X5"X 1/8" TUBE STEEL P� W KNOCK HOLLOW A1,R\G O -DOWN OF WALL AND FRAME METAL FRAME AREAS SMALLER THAN 144 SQ, Ff. AND WITH WALLSON 51DE5 EXTENDING TO THE 5TRUCTURE Mq�N NEED BRACED, NOTE: BOUNDAP 5CHEDULED DOOR MU5TOB BB ACED TOP AND BOTTOM INDEPENDENTOf B I OOK NONE HEAD CEILING TO QUALIFY. 9U5rENDED CEILING DETAIL 5U5PENDE CEILING DETAIL o Q CUB)2 B3 NONE NONE H� 2" CONDUIT TO PODIUM. SURFACE -MOUNT 2" CONDUIT TO PODIUM. SURFACE -MOUNT WIRE MOLD ON EAST WALL ON TAYLOR I I I WIRE MOLD ON EAST WALL ON TAYLOR I I I DOWN TO FLOOR. RUN CONTROL CABLING DOWN TO FLOOR. RUN CONTROL CABLING O ACROSS FLOOR ACROSS FLOOR CMU WALL C� TO PODIUM TO PODIUM z UNDER WIRE UNDER WIRE H GUARD. GUARD. MASONRY ANCHOR 3/4" CONDUIT TO PODIUM. 2"x4"x3" 3/4" CONDUIT TO PANEL COMMUNICATIONS I/4" 2-4 a SURFACE -MOUNT WIRE -MOLD ON 120 V AC, 10 J-BOX. SUPPORT EAST WALL OF TAYLOR I l I DOWN 2"x4"x3" FROM STRUCTURE, DUPLEX OUTLET KNOCK -DOWN HOLLOW TO FLOOR. RUN POWER CORD COMMUNICATIONS METAL FRAME ACROSS FLOOR TO PODIUM J-BOX PROJECTOR MOUNT - UNDER WIRE GUARD. A SEE B3/AE-5C I — OF WALL AND FRAME r A � 1/4" 2-4 GROMMET FACE SCHEDULED DOOR H ;4 2"x411x3" J-BOX WITH PLENUM -RATED GROMMET FACE PLATE CONTROL WIRING 275"XI/8" TUBE STEEL POWER CORD TO PODIUM CEILING GROMMET 171 "X 1/8" STEEL ANGLE. PROJECTOR MOUNT. INSTALL "HEAD" AFTER PULLING LINE OF FINISH CEILING EACH SIDE. SEE 133/AE-501 CORD THROUGH CONDUIT. AO PROJECTOR DETAIL OPTION IA' PROJECTOR DETAIL OPTION 'B' ATACKNGLE (ALL A OUND DOOR JAMB BOTH SlDES). CAULK A A I SCALP: NONE _ Z SCALE NONE A3 SHEET # z NINE AE - 502 i PRlil'ARI:O RY Nlti-1DAFI0 - FACIIIIIGc b1iS7GN A:.D CO\SI&liCYIOV DPI:AAT..1C� t' ARCI llTli(7 RVLO� I:IIiLSif\ fi' x W+ Rlti.iDNiO At 1. xlc:"n'.c x rs 'n['rn 1 i EXISTING CONCRETE FLOOR z WALL CONSTRUCTION, SEE EXISTING W8X 10 BEAM WALL TYPES. 90° I i O Fy 20 GA x G" FIAT STEEL BLOCKING MAX. a a ti W + GYPSUM BOARD 20 GA, x 3-5/5" STEEL STUD I M z Q W + BRACE AT 45" O.C. ALTERNATING � (FLAT), FASTEN TO STRUCTURE (� z (ABOVE) n + ACCESSORY MOUNTED OVER p FINISHED WALL BEAM CLAMP, SEE 53/AE503. + 11 NEW UNISTRUT. SEE A2/AE503. TOP TRACK NOTE: TYPICAL BLOCKING CEILING FINISH, COORDINATE WITH NEW PIPE COUPLING FITTING, W REQUIRED BEHIND WALL MOUNTED ACCESSORIES AND EQUIPMENT REFLECTED CEILING PLAN JLE B I /AE503. � O NEW I " DIAMETER STEEL PIPE WALL FINISH AND FRAMING, COORDINATE WITH WALL TYPE THREADED AT BOTH ENDS Q W M ETAL FRAM I N G DETAILS r J B I BLOCKING DETAIL NONE % WALL BRACE DETAIL �j PROJECTOR MOUNT DETAIL o q AE505-A2-01 O NOTE5: NOTES: r--1 Z I . PROVIDE TOP OF WALL BRACING PER 52/AE501. I . DOWEL INTO EXISTING CMU WALL AT TOP, MIDDLE, AND BOTTOM OF EACH JAMB USING #4 REINFORCING a x BARS, DOWELS TO EXTEND G" MINIMUM 2. FOR BLOCKING SEE B I/AE501, INTO EXISTING CMU WALL. r� 0 T8 (FIELD VERIFI) I � I �TRT if 20 GUAGE 3-5/8" METAL FRAMING @ I G" O.C. 8" WIDE X (5" HIGH X I G" LONG � (NOMINAL) CMU. RUNNING BOND. n 5/8" GYPSUM BOARD n � ACOUSTICAL BAIT INSULATION H W z U AI WALL TYPE 'A' WALL TYPE 'B' SHEET # SCALE: I " = I '-0" A2 SCALE: I " = 1-0" z AE - 501 PRI:1'ARI:) fly IIYU-IDANO FACILITIES DESIGN AhD CONSrRUCTIOT DI:1'ART�\IL\f- ARCII1 M. RULO\\ILLSIN.%:2M4RYL%-ID:11�10 ALL RIGII'IS R1SL0.\'lil). 3 ■� I I IA 1 2 3 4 J �z Q 'I? O w OU w U J Q 5'-6" 7'-3" in CODE REQUIRED CODE REQUIRED - N WHEELCHAIR SPACE ll WHEELCHAIR SPACE 1 O w U FIXED SEATS FROM SMITH 340, REUPHOLSTER SEATS. `n -II C _ — N coLn O cn N Q O Q — W � W tn N 9< — —Zi (n z T) U� z0 O U— J J LU i Z J c\QO 20'-011 ENLAKGED CLA55KOOM PLAN SCALE: 114" = 1 '-0" 2 I 3 4 z D o r W o �1 x z z O F� a ww O� o W A H U W SHEET # AE-402 IIYU-11]ASIO - F.ICILITIF_S 1>i51[:U ,\Ate r•.nns'�xTi['nn�' nnnnx T�i ��N-r 2 i 4 REFERENCE NOTES z ^I J ekcz W 40 a� q � Q TAPERED RIGID INSULATION USE EXTRUDED POLYSTYRENE NEW CONCRETE SLAB GENERAL NOTES "STYROFOAM HIGHLOAD 40" F-+ BY DOW CANADA, (5 1 9)339-5028. CEMENTITIOUS MORTAR. UTILIZE MAPECEM 100 18 BY MAPEI OR EQUAL AS APPROVED BY ARCHITECT PRIOR TO INSTALLATION. z O 0 O B 311 3/8 A I!2" * a #4 8AR @ 24" ON CENTER. EXISTING 4" CONCRETE DOWEL AND EPDXY MINIMUM OF FLOOR SLAB 3" INTO EXISTING GONG SLAB. z EXTEND 18" MIN. INTO NEW SLAB. juy O O A Al f�AISED ELOO� SECTION DETAIL A SCALE: 1, = 1 '-0" Q SHEET i 2 3 AE-302 m tip-wn or OYU-im"o-}AGRS1 m DE.tiGNAtJG (:O�SII1UCf fOn llf1�AR'1'.�If:hT- ARCHIIF(T XlP (lam AiFi s��n..a �ma uv� �.inar�i� A t u ���.irx v--vcn ■IM :c .13 I PItGPARliI) liY EXISTING CMU WALL 2 13 4 1 5'-4" 61i n u J - EXISTING 4" CONCRETE FLOOR SLAB SAW -CUT AND REMOVE 3/5" FROM TOP OF CONCRETE FLOOR. c DO NOT SAW CUT DEEPER THAN 3/8". cl DEMOLITION FLOOR SECTION SCALE: I /2" = I,-0" EXISTING CMU WALL CEMENTITIOU5 MORTAR. UTILIZE MAPECEM 100 BY MAPEI OR EQUAL AS APPROVED BY ARCHITECT PRIOR TO INSTALLATION, B TAPERED RIGID INSULATION. USE EXTRUDED POLYSTYRENE 'ISTYROFOAM HIGHLOAD40" BY DOW CANADA (5 1 9) 339-5028. AAAAAAA 2" RIGID INSULATION STACKED TO DEPTH SHOWN. / USE EXTRUDED POLYSTYRENE'15TYROFOAM HIGHLOAD 40" BY DOW CANADA (5 19) 339-5028, EXISTING 4" CONCRETE FLOOR SLAB NEW 4" THICK CONCRETE SLAB WITH #4 REINFORCING BARS AT 32" ON CENTER EACH WAY. rA I NO REINFORCING BARS ARE ALLOWED IN THE TOP 1- 1/2" IF SLAB. �3O A r� KA15ED FLOOR SECTION AI SCALE: 1 /2" = I '-0" 1 2 3 ¢ NN MMMUCf1ON UPPARSMGNI-ARCFMR AULON NILMEN,d 2U RYU-IUAMO ALL RIOMH Ri ..AVl REFERENCE NOTES 1 GENERAL NOTES 1 KEY z W O U w Q SHEET # AE-301 Al AE-401 TE I REFERENCE NOTES z I . FIXED SEATING RELOCATED FROM SMITH 340. REUPHOLSTER SEATING Q PRIOR TO INSTALLATION. REPLACE Q ARMRESTS WITH NEW FROM x MANUFACTURER OR NEW SOLID n MAPLE TO MATCH EXISTING IN SIZE. FINISH OF MANUFACTURERS Q ARMRESTS (IF USED) SHALL MATCH EXISTING. FINISH OF SOLD MAPLE ARMRESTS (IF USED) SHALL MATCH f-+ WOOD DOOR FINISH. 2. CODE REQUIRED WHEELCHAIR SPACE. �a �o Q GENERAL, NOTES A. INSTALL 5TEELCA5E AS INDICATED ON THE PLAN. SEE DETAIL INDICATED. o PROVIDE BLOCKING IN NEW METAL -FRAMED WALLS TO cr) ACCOMODATE WALL -MOUNTED ITEMS. SEE B I o O /AE-50 I. G O o 13 o KEY AI AE-402 EU RN ITU RE PLAN A A SCALE: 1 /8" = I-0" N 1 2 3 4 s� F-+ O U W SHEET AE-103 D a 113 IA 'KEPAnr0"rniv-IDA 0 1 I Aw)c0xsrn0crMNnrO-nntai¢+r-:vi0t"n a0t0IN N 2 NOTE 12 NOTE 10 NOTE 4— CEILING ELEV. I G-0" AFF (EXISTING TO REMAIN) NOTE 12— NOTE I I— NOTE 2 NOTE 5— NOTE G— NOTE 4 — NOTE I— NOTE 13 3 O Os 0 0 0 I I \1 0 1 0 1 o I I NOTE 12 NOTE 4 NOTE 7 (EXI5TING TO REMAIN) -NOTE I I —NOTE 12 `NOTE 3 (MATCH EXISTING) NOTE G NOTE 4 NOTE 13 NOTE 9 NOTE 4 REFERENCE NOTES 1. NEW LOCATION FOR SALVAGED LIGHT FIXTURE. 2, NEW LOCATION FOR SALVAGED HEAT SENSOR. 3. INSTALL NEW HEAT SENSOR. n 4. NEW LOCATION FOR SALVAGED FIRE SPRINKLER HEAD. 5. INSTALL NEW 6-0" WIDE CEILING -MOUNTED PROJECTION SCREEN. G. INSTALL NEW SUPPLY AIR GRILLE. SIZE, STYLE, AND FINISH SHALL EXACTLY MATCH EXISTING IN ROOM. 7. INSTALL NEW RETURN AIR GRILLE. SIZE, STYLE, AND FINISH SHALL EXACTLY MATCH EXISTING. 8. NEW SUSPENDED ACOUSTICAL CEILING SYSTEM. SEE 52/AE-502. 9. NEW MOUNT FOR PROJECTOR. SEE cl 53/AE-501 . MOUNT 1 5-0" TO 19'-0" FROM PROJECTION SCREEN. 10. REINSTALL SALVAGED RETURN AIR GRI LLE. I I. REINSTALL SALVAGED SUPPLY AIR GRILLE, 12. NEW 2X4 THREE -LAMP PARA50LIC LIGHT FIXTURE. 13. NEW CAN LIGHT. MATCH EXISTING. GENERAL NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS NOTED OTHERWISE. Rl 5, ALL NEW PENETRATIONS THROUGH FIRE -RATED WALLS SHALL 5E FIRE -CAULKED. SEE DRAWING SHEETS AE-505 THROUGH AE-507. Q OO © 1ay as w W RETURN AIR GRILLE ® SUPPLY AIR GRILLE 7� a W LIGHTING '� o O U MODIFIED KEI=LECTED CEILING PLAN A O RECESSED LIGHTING ' v SCALE: 1 /6" = I '-0" SPRINKLER a N HEAT SENSOR SHEET # 2 3 1 4 wu'is RE31AVGD. ® MOTION DETECTOR AE-102 v c m 13 IA h 1 rncn.mts nrticN nrm 2 3 g 2 C NWAtli-lnA n All. a[(:4TlA AFfAA 1Tn CONSTRUCTION PLAN SCALE: 1 /8" = 1 '-0" a REFERENCE NOTES I . INSTALL NEW 1 2'-0" X 4'-0" WHITE BOARD. MOUNT TOP OF BOARD AT 7-0" AFF. 2. NEW STRUCTURAL HEADER AND STEEL FRAME AROUND NEW OPENING IN D EXISTING BEARING WALL. SEE A I /AE-504. 3. NEW SLOPED FLOOR. SEE DETAIL INDICATED. 4. REPAIR WALL AS REQUIRED WHERE WALL WAS REMOVED. 5. NEW TEACHING PODIUM TO BE INSTALLED UNDER 2004 ITI BUDGET. ALL ROUGH -IN FOR PODIUM SHALL BE INSTALLED AS PART OF TH15 PROJECT. SEE E-101 FOR DATA AND ELECTRICAL REQUIREMENTS. G. NEW CARPET AND CARPET BASE. ci 7. EXISTING MASONRY PIER, DO NOT DISTURB. GENERAL NOTES A. ALL DIMENSIONS ARE TO FACE OF METAL FRAMING OR FACE OF EXISTING CMU WALL. B. PROVIDE BLOCKING AS REQUIRED IN NEW METAL FRAMED WALLS TO ACCOMMODATE WALL -MOUNTED ITEMS. SEE DETAIL B 1 /AE-501 . COORDINATE BLOCKING LOCATIONS WITH FURNITURE PLAN. C. SEE AE-GO I FOR DOOR SCHEDULE x D. PAINT ENTIRE WALLS WHERE WORK HAS OCCURRED. E. ALL NEW PENETRATIONS THROUGH FIRE -RATED WALLS SHALL BE FIRE -CAULKED. SEE DRAWING SHEETS AE-505 THROUGH AE-507. ® WALL TYPE KEY EXISTING WALL TO REMAIN A NEW 20 GA. 3 5/8" METAL -FRAMING AT I G" O.C. WITH 5/8" GYP. BOARD ON EACH SIDE. SEE A I /AE-50 1 . B NEW 8" CMU INFILL AT DOOR. ®INFILL TO EXACTLY MATCH EXISTING WALL CONSTRUCTION, SEE A2/AE-501 . pI z 0 U E-� O OZ U U a SHEET # AE-101 ■ N ac I IA uulvD i r\uu i iyiy HrCC/-\ /-\IVU rnINu rLAN 5CALE: I / I G" = 1 '-0" 1 I 2 I 3 rlcIIMPS n—IN Awn co1Nxrxuc 1,-I A— .1 nv vna si, n,an.. REFERENCE NOTES z 1 . TEMPORARY-CON5TRUCTION, DUST, AND SAFETY BARRIER. 2. SECURE ENTRANCE AS H CONSTRUCTION ENTRANCE ONLY. x GENERAL NOTES c, A. ALL NEW PENETRATIONS THROUGH FIRE -RATED WALLS SHALL BE FIRE -CAULKED. SEE DRAWING SHEETS AE-505 THROUGH AE-507. B A KEY FIRE -RATED WALLS AREA OF NEW CONSTRUCTION z� HQ G U r ol s� o z O U U A SHEET # GI-002 &IGHAM YOUNG UNIVERSITY IDAHO APPROVED: //L2 16 JAM LLER, DATE DEAN OF RELIGION & SOCIAL SCIENCES j WALKER;' ROJECT ARCHITECT MANAGER, 14G & CONSTRUCTION DATE A -- DATE GARTH S. MILLER, COMMITTEE CHAIR, I5ATE MINOR PROJECTS COMMITTEE J.AdGIES SMYTH, VICE PRESIDENT, DATE ADMINISTRATION SYMBOLS SECTION ° k-OaJ INTERIOR ELEVATION a z A-000 3 ELEVATION ° A-OGO DETAIL o A-000 DOOR O KEY NOTE O� REVISION Q ABBREVIATIONS ADJ. ADJUSTABLE CLG. CEILING CONC. CONCRETE CONT. CONTINUOUS EXIST. EXISTING FIN. FINISH FLR. FLOOR FLUOR. FLUORESCENT GYP. BD. GYPSUM BOARD HOR. HORIZONTAL HT. HEIGHT LAM. LAMINATE MIN. MINIMUM O.C. ON CENTER PART. BD. PARTICLE BOARD REQ'D REQUIRED SPECS SPECIFICATIONS SQ. SQUARE TYP. TYPICAL VERT. VERTICAL JOHN TAYLOR BUILDING qD�C 1, WWE N01 " CITY C OOMS 110 AND 111 REMODEL it 9 JOHN TAYLOR Ist FLOOR ACT LIMIT AWING INDEX PLAN DISTRIBUTION BUILDING INSPECTOR `— DESCRIPTION SHEET DESCRIPTION AE-506 DETAILS AE-507 DETAILS AE-601 DOOR SCHEDULE MD-101 MECHANICAL DEMOLITION PLAN M-101 MECHANICAL CONSTRUCTION PLAN ED-101 ELECTRICAL DEMOLITION PLAN E-101 ELECTRICAL CONSTRUCTION PLAN E 102 ELECTRICAL CONSTRUCTION PLAN ` - (� 04 00411 ByCTI TAYLOR BLDG REMODEL ❑ DIRECTOR - CHAILLES ANDERSEN - (496-2451)❑CAMPUS ❑ CENTRAL SHOPS - WAYNE CLARK (496-2456) ❑ CNA/COORDINATOR - JOHN REED (496-2435) ❑ STRUCTURAL - DAVE WOODBURY (496-2475) ❑ ELECTRICAL - STEVE PRICE (496-2470) 496-2473 ❑ HVAC - NEAL SHIRLEY ( ) ❑ MECHANICAL/PLUMBING - COLEMAN STEEL (496-2471) ❑ BUILDINGS/GROUNDS - DOUG WATSON (496-2422) ❑ TELECOM PATHWAYS - TRAMS WILLIAMS (496-2898) ❑ FIRE SAFETY - KYLE WILLIAMS (496-2481) � ARCHITECT RULON NIELSEN (496-1138) ❑ CONSTRUCTION - LLOYD BENSON (496-2460) ❑ SAFETY OFFICER - ERIC HARMSTON (496-2457) ❑ TELECOMMUNICATIONS - PAUL JEPPSON (496-2401) ❑ NETWORK OPERATIONS - GAYLEN JENSEN (496-1081) ❑ MULTI -MEDIA - KELAND DRANEY (496-2400) ❑ TELEPHONE - JIM GRIFFITH (496-2406) ❑ COMPUTER SERVICES - DOUG THOMPSON (496-281.0) ❑ SANDY MIYASAKI ❑ SCHEDULING COORDINATION- MARIE WELLS COVER AND INDEX r CONSTRUCTION AREA/PHASING PLAN DEMOLITION PLAN DEMOLITION REFLECTED CEILING PLAN CONSTRUCTION PLAN MODIFIED REFLECTED CEILING PLAN FURNITURE PLAN SECTION DETAILS AE-302 SECTION DETAILS AE401 STEELCASE PLAN AE-402 STEELCASE PLAN AE-501 DETAILS AE-502 DETAILS AE-503 DETAILS AE-504 DETAILS AE-505 DETAILS PREPAREDHY RYU-IDAHO.1':\Crl.MVS DESWNM'D CONSI'RUCI'IOK DEPAA'G\IIi\3'-AACHllT= R..ON WF:LCFT-C, 20 0YU-iDAHq O U SHEET # GI-001