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13-96 (2)-043Hm PRO'NDE 2e SERVICE CLEARANCE FOR ALL ACCESS PANELS EXHAUST AR DUG FLEXIBLE DUCT CONNECTOR_/ TYPICAL EXHAUST FAN COORDINATE VM STRUCTURAL ENGINEER AID /OR ARpiRECT ON HOW TO FASTEN M smucnw (YYPICM). `—VIBRATION ISOLATORS TYPICAL. MOUNTM CLIPS OR UNITS CONNECTION TO SUPPORT RODS AS REOOMMENDED BY MANUFACTURER. AS REQURED INLINE SUPPLY FA ETAI L SCALE: N.T.S. 18 GA. GALVANIZED METAL HANGER ROD FASTEN TO STRUCTURE PER SPECIFICATIONS COMBINATION RUBBER —IN in SHEAR & SPRING VIBRATION ISOLATORS IN CHILLERS PLANTS ONLY =wGID —PIPE (TYPf) SECTION A -A A A STEEL INSULA SHIELD — TRAPEZE TYPE PIPE DETAIL TRAPEZE (Ty') SCALE: N.T.S. WATER 2 Hour Fire Rated Through gas s ' r; v Penetration Firestop for Single Metallic Pipe through ® G&UL as s ' ri v Penetration Firestop for Single v Metal Pipe through O© 3735 Green Rd. INSULATION BOLT Con crete Floors or Walls Beachwood, OH, 44122 Sys t cR' TREMstop IA. ys t em using FYRE- SHIELD. WL 1113 g = Drawing not to scale F -Rating 1 and 2 Hr. PIPE RISER CLAMP T- Rating = 0 Hr. T- Rating = 0 Hr. Q2 GRINNELL FIG. 261. r MASTIC I 1/2' ELASTO —RIB. SLAB I 0 //2 \ryp•) d Ln (D Pre -Rated Concrete Floors or Block Walls = Min. 3" thick concrete floor assembly. a as d Min. 3 -1/2" thick conrete wall assembly. oo o D O2 Metallic Pipe: A) Steel Pipe- 8" diam. (or smaller) Sch. 40 (or heavier) steel pipe. QZ Metallic Pipe - A) Steel Pipe - 4" diam. (or smaller) Sch. 40 (or heavier) steel pipe. /8" ROD PENETRATION C) Conduit - 4" diam. (or smaller) EMT or steel conduit. C) Conduit - 4" diam. (or smaller) EMT or rigid steel conduit. FIRESTOP PER D) Copper Tubing - 4" diam. (or smaller) Type L (or heavier) copper tubing. IPE SLEEVE DETAIL ON The annular space be min. 1/2" to max. 7/8 ". BLACK STEEL SCH 40 THIS SHEET. Q3 TREMstop IA - Min. 1/2" thickness of sealant applied within opening. Additional sealant firmly packed into opening as a permanent form TYPICAL WATER PIPE RISER SUPPORT SCALE: N.T.S. METAL SCREEN ANGLE IRON REINFORCING WHERE REQUIRED SCREEN STANDARD DUCT MADE WATER TIGHT. STIFFENERS MAY BE INSIDE BOLTS ANGLE RIVETED OR SPOT WELDED AS REWIRED. 135' M�Hf DUCT SIZE + 25% 1/2' SCREEN R z R = W/2 W N '60 SEE ARCHITECTURAL DRAWINGS FOR ROOF PENETRATION DETAILS. TYPICAL GOOSENECK DETAIL M5.3 SCALE: N.T.S. 1 or 2 Hour Fire Rated Through 2 Hour Fire Rated Through gas s ' r; v Penetration Firestop for Single Metallic Pipe through ® G&UL as s ' ri v Penetration Firestop for Single v Metal Pipe through O© 3735 Green Rd. ins Green Rd ®� Gypsum Walls using Beachwood, OH, 44122 Con crete Floors or Walls Beachwood, OH, 44122 Sys t cR' TREMstop IA. ys t em using FYRE- SHIELD. WL 1113 g = Drawing not to scale F -Rating 1 and 2 Hr. CAJ 123 3 g = �wtng not to scale F -Rating 2 Hr. T- Rating = 0 Hr. T- Rating = 0 Hr. Q2 Q OJ 6 • O .. .............. A' A. Ln (D Pre -Rated Concrete Floors or Block Walls = Min. 3" thick concrete floor assembly. • Min. 3 -1/2" thick conrete wall assembly. OI Pre -Rated Gypsum Wallboard/Stud Wall Assembly O2 Metallic Pipe: A) Steel Pipe- 8" diam. (or smaller) Sch. 40 (or heavier) steel pipe. QZ Metallic Pipe - A) Steel Pipe - 4" diam. (or smaller) Sch. 40 (or heavier) steel pipe. B) Iron Pipe- 8" diam. (or smaller) cast or ductile iron pipe. B) Iron Pipe - 4" diam. (or smaller) cast or ductile iron pipe. C) Conduit - 4" diam. (or smaller) EMT or steel conduit. C) Conduit - 4" diam. (or smaller) EMT or rigid steel conduit. D) Copper Tubing - 4" diam. (or smaller) Type L (or heavier) copper tubing. D) Copper Tubing - 4" diam. (or smaller) Type L (or heavier) copper tubing. E) Copper Pipe- 4" diam. (or smaller) Regular (or heaveir) copper pipe. E) Copper Pipe - 4" diam. (or smaller) Regular (or heavier) copper pipe. The annular space be min. 1/2" to max. 7/8 ". The annular space shall be min. 1/4" to max. 5/8" within the firestop system D Packing Material - Min. 2 -1/2" thickness of mineral wool (min. 4 0 pcf) insulation, Q3 TREMstop IA - Min. 1/2" thickness of sealant applied within opening. Additional sealant firmly packed into opening as a permanent form to be installed such that a min. 1/4" crown is formed around the ® FYRF,- SMF,LD- Min. 1/2" thickness of sealant applied within annulus, flush with top penetrating item surface of floor or both surfaces of wall assembly. Project: The Trtnco pmd—uwd.bovebavebem taatd m •mada„x w+th the folbwmg The above described assembl bas bem y Project- The Tmncoproducu usd above hose been teted m aaadaxe vnth the rolbvemg The above d d as,A bem LOCatIOn' • ASTh—ghPenenm9) Slue mp Tm Metlad far Tlvmgh Pmetohm Fvmoppmg. tested and u based m both pass and shall p' shall roe tad ucntgm, Tect Igcatton. • fmThmugh enemm9)gta pTm Methd (u Though Pmetnhm Fvotegpmg. e p t tested and u bud oo both past and woa- td Pef oa m,do-i be Labia fu •ey damages, d,r t a con- or ,shall be h,ble fa m d be d— .1 •"frommfthm"- Installer: uema nnultm from use oftbu matenal teq I. g ordeegn. T.— lutlimlybemspotuble Installer. seq„mnil, Tooling flan v,e of tbu vrtaul ordmim Tremw.hdlmlyMrt,pon Lb Date: 6/30/97 ; Drawing: TW -1113 Date 5111/98 [hawing: TR -1233 Signature: fa mplaang matenai found to be defective. Signature. f r p]—ii maenal fowd to be deRave Approved by: J. Pltcole Approved by. M. Start PIPE FIRE RATE DETAIL SCALE: N.T.S. AW I G S P I Design Services For The Built Environment N Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa 0 G R E S H A M S M I T A N D P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954.981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 IB26000797 /LCApugr00381 0a: E SAIVj DELTA o '•:@OMJ 1'I NE E N.GWEE R S, i AN C.;�. 701 N.r. 3r VE., UI 204 kORT:LAUDERD FL. 3330 C': (954 527 -1112 ' ; LCJ 918_1 _ � 0- ' 41 �'•• S-1 -? 0: PJT. MGR: MICHAEL POP AS "� • • �\ o PROJECT #: 1207 0 REVISION No. - Date - Revision A! 02/01/13 Addendum #1 i I W W Q OJ • O Q Ln �/� X l'— LLI o GEORGE SANJUAN, P.E. FLORIDA LICENSE #46100 DATE: 02/01/13 MECHANICAL DETAILS PLAN 3 1i FILE: PROJECT: 29080.00 DATE: 11/29/2012 REVISION No. - Date - Revision A! 02/01/13 Addendum #1 i I MECHANICAL DETAILS PLAN 3 1i FILE: PROJECT: 29080.00 DATE: 11/29/2012