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FAN TO BE SECURI <br />TO CURB WITH PRE <br />ENGINEERED HINGE' <br />18 GAUGE GALVAN <br />STEEL CONTINUO( <br />WELDED LIQUID 7 <br />ROOF <br />CORNERS ARE <br />CLIPPED <br />SUPPORT FD r-l"" <br />STRUC_ <br />PIPE <br />HANG <br />PIPE SADDLE I <br />FLARED EDGES <br />NOTCHED TO F <br />PIPE HANGER. <br />FLARED FLARED PIPE SADDLE <br />END EDGES (TYP.) <br />LENGTH=2X ALL INSULATION PASSES <br />INSULATION O.D. THRU HANGER UNBROKEN <br />NOTE: HANG ALL PIPE PER 2004 ASME <br />BUILDING SERVICES PIPING STANDARDS. <br />9 PIPE HANGING DETAIL <br />M-3 NOT TO SCALE <br />BASE SECURED <br />1 2—#10 <br />ETMETAL SCREWS <br />THREE SIDES <br />Z� <br />SSE CONTAINE <br />NFPA #96 <br />., ,L, , , ,, .,`ED STEEL <br />CURB BASE CAP CONTINUOUSLY <br />WELDED LIQUID TIGHT EXHAUST <br />DUCT TO SUPPORT FAN IN CASE <br />OF FIRE <br />REFER TO ROOF CURE <br />EQUIPMENT TIE DOWN <br />DETAIL 7 THIS SHEET (TYP.; <br />SHEETMETAL SCREWS <br />ON FOUR SIDES <br />10 HOOD EXHAUST FAN AND SUPPLY FAN DETAIL <br />M-3 NOT TO SCALE <br />1 /2"0 RODS WITH THREADED JOIST <br />END FOR HOOD SUPPORTED FROM <br />STRUCTURE. LOCATE ROD AT <br />APPROX. 18 FROM END OF <br />HOOD AND AT NO MORE THAN 6'-0" <br />O.C. WITH ADDITIONAL SUPPORT SECURE HOOD TO <br />POINTS AS REQUIRED. BACK OF WALL <br />6'-6" A.F.F. UNLESS <br />NOTED OTHERWISE — <br />H—# <br />EXHAUST DUCT <br />CONNECTION <br />WALL <br />1 f7, /0 1 IN110TE71 IT <br />FOR LENGTH & WIDTH <br />REFER TO FLOOR PLANS <br />11 HOOD HANGING DETAIL <br />M-3 NOT TO SCALE <br />J V I I L I V V V I <br />CONNECTION <br />SEAL LOUVER OPENING <br />TO PERIMETER USING <br />BACKER ROD AND <br />SEALANT <br />OUTSIDE AIR LOUVER <br />W/ BIRDSCREEN <br />Z i0 1 .0" MIN. UNC ASTM <br />3OLT, MIN. 12" MAX. <br />S, 1 —1 /2" MAX. FROM <br />�S AT HEAD AND SILL <br />/4" THICK <br />')TEEL MIN. <br />ELIDED STEEL <br />FRUCTURAL <br />JPPORT FRAME <br />1 /4" THICK <br />STEEL MIN. <br />ANCHOR <br />PLATE <br />1 " ANCHOR <br />PLATE <br />NOTE: INSTALL ANCHOR PLATES AT OPENING HEAD AND SILL USING <br />SPECIFIED ANCHORS ON MAXIMUM 12" CENTER, 1.5" MAXIMUM <br />FROM OPENING CORNERS. ANCHOR PLATES SHALL BE <br />PRE —PUNCHED FOR HOLE LOCATIONS. FRONT EDGE OF PLATE <br />SET BACK 1 " FROM FRONT EDGE OF LOUVER. <br />(�7 LOUVER INSTALLATION DETAIL <br />ROOF MOUNTED <br />EQUIPMENT <br />EQUIPMENT CURB <br />WELD TO CURB AND <br />STRUCTUAL STEEL <br />NOT TO SCALE <br />CHANNEL <br />STRAP & SADDLE <br />PP <M�N i <br />SCR <br />MAIN DUCT <br />SUPPLY/RETURN/EXHAUST <br />LOCKING <br />SEAL WITH TAPE __ __ _ QUADRANT TO <br />AT SEAM BE EXPOSED <br />FLEXIBLE DUCT: CONNECT VOLUME DAMPER <br />INNER DUCT WITH NYLON IN COLLAR <br />DRAWBAND AND SEAL NECK I <br />CONNECTION WITH TAPE <br />I I <br /><M�Ni RIGID PIPE: CONNECT WITH W <br />S-1, SCREWS AND SEAL NECK <br />CONNECTION WITH TAPE I I BRANCH DUCT <br />I <br />INSULATION —� <br />ROUND TAB COLLAR <br />1 BRANCH DUCT TAKE —OFF DETAIL <br />PP �M�N i <br />„ SCR <br />5/16" SCREWS <br />(TYP.) <br />STRAP & BEND <br />NOTE: HANG ALL DUCT PER 2005 <br />SMACNA HVAC DUCT CONSTRUCTION <br />STANDARDS METAL AND FLEXIBLE. <br />#14 HEX SCREW <br />THROUGH EQUPMENT 4 DUCT HANGING DETAIL <br />RAIL AND CURB EVERY NOT TO SCALE <br />12" OF PERIMETER <br />M-3 <br />BUILT UP <br />ROOF <br />8"X3" FLAT STEEL' ROOF DECK <br />3/16" FOUR PER <br />SIDE STRUCTURAL <br />STEEL BY <br />OTHERS <br />TYPICAL ROOF CURB <br />EQUIPMENT TIE DOWN DETAIL <br />NOT TO SCALE <br />MOUNTING BRACKET <br />SECURED TO EQUIPMENT <br />BASE <br />BOLTS AND WASHERS 1 /4" - <br />DIAMETER SAE GRADE 5 <br />ASTM—A449 FIELD SUPPLIED <br />VENTED CAP—\ <br />CLEAN <br />OUT <br />PVC PIPE <br />ROUTE TO <br />NEAREST <br />OUTLET <br />DESIGNER'S NOTE: <br />RTU—# <br />A DRAIN LINE SHALL BE <br />AT LEAST THE SAME <br />B SIZE AS THE NIPPLE <br />ON THE UNIT DRAIN <br />AHU TYPE <br />A <br />B <br />DRAW THRU <br />2" + X <br />X + 1" <br />BLOW THRU <br />2" MIN. <br />2X <br />WHERE X = STATIC PRESSURE IN DRAIN PAN <br />5 UNIT DRAIN TRAP DETAIL <br />�M-3 NOT TO SCALE <br />SECURE T( <br />STRUCTUAL STEE <br />EQUIPMENT STAND DETAIL <br />NOT T❑ SCALE <br />:K <br />NOT TO SCALE <br />S <br />S , lRgp <br />0 M 11-ov <br />l <br />MAXIMUM SAG OF — <br />1 /2" PER FOOT OF <br />SUPPORT SPACING <br />NOTE: HANG ALL DUCT PER 2005 Co TO <br />SMACNA HVAC DUCT CONSTRUCTION NtiFc�O <br />STANDARDS METAL AND FLEXIBLE �IC <br />N <br />FLEXIBLE DUCT HANGING DETAIL <br />NOT TO SCALE <br />MIN 6" EXTENSION I <br />I I CONNECT INNER DUCT <br />ATTACHED TO DIFFUSER OR I WITH PANDUIT DRAWBAND <br />SQUARE TO ROUND I I AND SEAL WITH <br />I TAPE/MASTIC OUTERDUCT <br />SQUARE TO I I AT NECK CONNECTION <br />ROUND ADAPTER I I PROVIDE THERMAL <br />(WHEN APPLICABLE) I I INSULATION BLANKET IF <br />— INSTALLED IN <br />UNCONDITIONED SPACE <br />\--LOUVERED FACE CEILING DIFFUSER <br />SUSPENDED LAY IN <br />CEILING SYSTEM <br />DIFFUSER CONNECTION DETAIL <br />NOT TO SCALE <br />MECHANICAL PERMIT DOCUMENTS02007 <br />AIRCO MECHANICAL, INCORPORATED DESIGN. <br />Certificate of Authorization No.: 27407 _ BUILD. <br />THESE MECHANICAL DOCUMENTS, DESIGNS, NOTES, <br />DETAILS, <br />P SPECIFICATIONS <br />OFAIRCO I nMECHANICAL, <br />PTS ARE THE INRCO <br />SOLEPROPERTY AL, INC. AND M E C H A N I C A L- SOLUTION._ <br />SHALL NOT BE REPRODUCED, RE —USED OR COPIED FOR <br />°wm"ITEN PROJECTS, OF"a ON M.M. OR HEFFE MITRE PETHCMC. 6334 118TH AVENUE N. P: 727-547-9700 <br />ALL RIGHTS ARE RESERVED BY THE ENGINEER <br />RECORD IN ACCORDANCE NTH U.S. COPYRIGHTOAND LARGO,, FLORIDA 33773 F: 727-547-9754 <br />PATUSEENT WILL BESPROSECUTED UNAUTHORIZED <br />THEREPRODUCTION <br />ULLEXTENT VY Y V <br />OUOENT OF /�Y V .AIRCO-M ECHAN ICAL.COM <br />THE LAW. <br />N <br />N <br />N <br />r U <br />� 2 co <br />C_ <br />0 10 <br />Cn I- <br />�w <br />a <br />8 <br />U� <br />8 <br />o <br />J <br />a <br />N <br />a <br />U <br />J <br />0 <br />x <br />ca <br />LL <br />a <br />> <br />e. <br />o <br />all <br />04 <br />CID <br />� <br />L <br />v <br />Q <br />O <br />C <br />0 <br />�t <br />J" <br />Cn <br />a7 <br />co <br />LL <br />06 <br />M <br />Ua) <br />a <br />.� <br />wi <br />0 <br />O <br />N <br />C <br />L <br />r <br />0 <br />c <br />� <br />U <br />Q <br />N <br />OLl <br />U <br />J <br />ILL <br />L0 <br />0 <br />J <br />J <br />LL <br />U <br />0 <br />0 <br />0 <br />0 <br />i <br />N <br />M <br />0 <br />Z <br />o <br />N <br />�a <br />J <br />o0 <br />0 <br />m <br />M <br />UJ <br />O <br />o <br />a <br />d. <br />w <br />U <br />U <br />'J <br />Q <br />CD <br />M <br />CD <br />J <br />U_ <br />(n <br />J <br />= <br />W <br />N <br />Revisions: <br />J <br />Q <br />UJ <br />Q Q <br />2 ~ <br />QC) <br />W <br />Project Number <br />163 <br />Date <br />11-16-07 <br />Sheet Number <br />M-3 <br />