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UPPER <br />ATTACHMENTHMENT <br />PERMAX. SAG 1/2" PER FOOT <br />BETWEEN SUPPORT POINTS <br />— DUCT SEALER AT 45" TAKEOFF <br />45A TAKEOFF OR ROUND OR ROUND BELLMOUTH COLLAR <br />FLEXIBLE DUCt- 8'-0" MAX. BELLMOUTH COLLAR CONNECTION TO MAIN <br />2'-0" MIN. LENGTH MOUNT IN SIDE OF DUCT <br />ADJUSTABLE CLAMP SUPPY AIR DUCT -7 <br />0 <br />MAXIMUM D 8 OFFSET <br />ALLOWED I LAST <br />D INCHES TO DEVICE <br />WHERE D IS THE <br />INTERNAL FLEX <br />DIAMETER <br />SADDLE <br />22 GUAGE GALVINIZED STEEL VOLUME DAMPER NANDOFF <br />LOCKING <br />NECK SIZE TO STRAP HANGER AS PER QUADRANT & 2" <br />MATCH FLEX SMACNA FIG. 3-10 <br />DUCT SIZE <br />INDICATED ADJUSTABLE CLAMP <br />DUCT SEALER FULLY HINGED & GASKETED <br />INSULATE TOP PANEL ACCESSDOOR FOR DAMPERS <br />OF DIFFUSER OR GRILLE IN NON -ACCESSIBLE CEILINGS <br />CEILING (T-BAR SHOWN. <br />GYP. BOARD SIMILAR) <br />hI nTF_Q <br />AIR DISTRIBUTION DEVICE <br />LAYIN SHOWN . <br />SURFACE MOUNT SIMILAR <br />1. FLEXIBLE DUCTS SHALL BE ONE PIECE AND SHALL NOT BE SPLICED TOGETHER . <br />2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION <br />AND SEAL WITH MASTIC . <br />3. FLEXIBLE AIR DUCT SHALL NOT EXCEED 8 FT. WHEN EXTENDED . ELBOW RADIUS <br />SIZED FOR NO LESS THAN R / D = 1.0 . <br />FLEXIBLE DUCT TAKEOFF DETAIL <br />NO SCALE <br />—HANGER <br />STRAPS — <br />60" MAXIMUM <br />UNLESS FOOT <br />OF STRAP <br />IS PLACED <br />UNDER A <br />BOTTOM <br />REINFORCEMENT <br />SCREWS\ 1" MIN. <br />SCREWS MAY BE <br />OMITTED IF HANGER <br />LOOPS <br />24" DIA. <br />MAX. <br />HANGERS MUST NOT DEFORM DUCT SHAPE <br />HANGER RODS, WIRES <br />�f OR STRAPS —\ <br />LOAD RATED <br />FASTENERS <br />BAND OF SAME SIZI <br />AS HANGER STRAP <br />STRAP HANGERS <br />BAND - <br />ONE HALF -ROUND MAY BE USED <br />IF DUCT SHAPE IS MAINTAINED <br />50" DIA. <br />MAX. <br />0 <br />UPPER & LOWER HANGER <br />ATTACHMENTS & DEVICES NTS <br />RETAINING C <br />PRECAST JOIST <br />EXPANSION SHIELDS <br />CONCRETE ANCHORS <br />NCHOR <br />EMBEDMENT) <br />;ONCRETE ANCHOR <br />1-1 /4" MIN. EMBEDMENT) <br />4 STEEL BEAMS <br />HANGER STRAP <br />HANGER ROD <br />6a C-CLAMP W/ RETAINING CLIP <br />6a C-CLAMP W/ LOCK NUT (OPTIONAL) <br />nPFN WFR .IOI'�T <br />HANGER ROD <br />POWER ACTUATED STUDS INTO STEEL <br />(STRUCTURAL OR DECK <br />WELDED STUDS <br />NOTES: ALTERNATE <br />1. ALL DUCTWORK INSTALLED IN MECHANICAL EQUIPMENT ROOMS SHALL BE MOUNTED ON SPRING TYPE VIBRATION ISOLATORY HANGERS. <br />2. ALL SUPPLY, RETURN, OUTSIDE AIR, AND EXHAUST DUCTWORK SHALL BE SEALED WITH MASTIC AND EMBEDED PLENUM RATED FABRIC NU <br />WITH NO EXCEPTIONS. THIS IS EQUIVALENT TO SMACNA SEAL CLASS (A) AND LEAKAGE CLASS (B) FOR RECTANGULAR METAL. <br />HANGER STRAF <br />COUPLING <br />HANGER ROD <br />1 z" BAND CLAMP <br />WITH WIRE IS OPTIONAL <br />FLEX -DUCT HANGER STRAP TO BE GAGE#26 MIN. <br />SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. <br />yf <br />WC10 OR MODEL B-100 <br />OR B-68 WALL CAP W/ <br />INTEGRAL B.D.D. AND <br />WIRE MESH. <br />Cy�1�1►Ce>♦y_1P� <br />DUCT <br />FLEXIBLE DUCTS SUPPORTS DETAIL <br />NO SCALE <br />CEILING JOIST <br />GRILLE <br />CEILING MOUNTED EXHAUST DETAIL <br />NO SCALE <br />................................................................................................ .......... <br />HUMANAIP: <br />.............................. ------------ -------- - ............... ....... ----------------- <br />Project <br />HUMANA- ZEPHYRHILLS, <br />FLORIDA - GUIDANCE <br />CENTER <br />7920 GALL BLVD. <br />ZEPHYRHILLS, FLORIDA 33541 <br />Prepared for <br />PER FOOT HUMANA INC. <br />m) OF <br />NG <br />Contract No: 12.01622.00 <br />2 99 <br />CEILING (T-BAR SHOWN. <br />GYP. BOARD SIMILAR) <br />hI nTF_Q <br />AIR DISTRIBUTION DEVICE <br />LAYIN SHOWN . <br />SURFACE MOUNT SIMILAR <br />1. FLEXIBLE DUCTS SHALL BE ONE PIECE AND SHALL NOT BE SPLICED TOGETHER . <br />2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION <br />AND SEAL WITH MASTIC . <br />3. FLEXIBLE AIR DUCT SHALL NOT EXCEED 8 FT. WHEN EXTENDED . ELBOW RADIUS <br />SIZED FOR NO LESS THAN R / D = 1.0 . <br />FLEXIBLE DUCT TAKEOFF DETAIL <br />NO SCALE <br />—HANGER <br />STRAPS — <br />60" MAXIMUM <br />UNLESS FOOT <br />OF STRAP <br />IS PLACED <br />UNDER A <br />BOTTOM <br />REINFORCEMENT <br />SCREWS\ 1" MIN. <br />SCREWS MAY BE <br />OMITTED IF HANGER <br />LOOPS <br />24" DIA. <br />MAX. <br />HANGERS MUST NOT DEFORM DUCT SHAPE <br />HANGER RODS, WIRES <br />�f OR STRAPS —\ <br />LOAD RATED <br />FASTENERS <br />BAND OF SAME SIZI <br />AS HANGER STRAP <br />STRAP HANGERS <br />BAND - <br />ONE HALF -ROUND MAY BE USED <br />IF DUCT SHAPE IS MAINTAINED <br />50" DIA. <br />MAX. <br />0 <br />UPPER & LOWER HANGER <br />ATTACHMENTS & DEVICES NTS <br />RETAINING C <br />PRECAST JOIST <br />EXPANSION SHIELDS <br />CONCRETE ANCHORS <br />NCHOR <br />EMBEDMENT) <br />;ONCRETE ANCHOR <br />1-1 /4" MIN. EMBEDMENT) <br />4 STEEL BEAMS <br />HANGER STRAP <br />HANGER ROD <br />6a C-CLAMP W/ RETAINING CLIP <br />6a C-CLAMP W/ LOCK NUT (OPTIONAL) <br />nPFN WFR .IOI'�T <br />HANGER ROD <br />POWER ACTUATED STUDS INTO STEEL <br />(STRUCTURAL OR DECK <br />WELDED STUDS <br />NOTES: ALTERNATE <br />1. ALL DUCTWORK INSTALLED IN MECHANICAL EQUIPMENT ROOMS SHALL BE MOUNTED ON SPRING TYPE VIBRATION ISOLATORY HANGERS. <br />2. ALL SUPPLY, RETURN, OUTSIDE AIR, AND EXHAUST DUCTWORK SHALL BE SEALED WITH MASTIC AND EMBEDED PLENUM RATED FABRIC NU <br />WITH NO EXCEPTIONS. THIS IS EQUIVALENT TO SMACNA SEAL CLASS (A) AND LEAKAGE CLASS (B) FOR RECTANGULAR METAL. <br />HANGER STRAF <br />COUPLING <br />HANGER ROD <br />1 z" BAND CLAMP <br />WITH WIRE IS OPTIONAL <br />FLEX -DUCT HANGER STRAP TO BE GAGE#26 MIN. <br />SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. <br />yf <br />WC10 OR MODEL B-100 <br />OR B-68 WALL CAP W/ <br />INTEGRAL B.D.D. AND <br />WIRE MESH. <br />Cy�1�1►Ce>♦y_1P� <br />DUCT <br />FLEXIBLE DUCTS SUPPORTS DETAIL <br />NO SCALE <br />CEILING JOIST <br />GRILLE <br />CEILING MOUNTED EXHAUST DETAIL <br />NO SCALE <br />................................................................................................ .......... <br />HUMANAIP: <br />.............................. ------------ -------- - ............... ....... ----------------- <br />Project <br />HUMANA- ZEPHYRHILLS, <br />FLORIDA - GUIDANCE <br />CENTER <br />7920 GALL BLVD. <br />ZEPHYRHILLS, FLORIDA 33541 <br />Prepared for <br />PER FOOT HUMANA INC. <br />m) OF <br />NG <br />Contract No: 12.01622.00 <br />2 99 <br />RECTANGULAR DUCT REINFORCEMENT <br />WG• <br />STATIC <br />POS. OR NEG. <br />NO <br />REINFORCE- <br />MENT <br />REQUIRED <br />REINFORCEMENT <br />CODE <br />.FOR DUCT <br />GAGE <br />NO. <br />REINFORCEMENT SPACING OPTIONS <br />DUCT <br />DIMENSION <br />10' <br />8' <br />6' <br />5' <br />4' <br />3' <br />2 1 2 <br />/ <br />2' <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />10 <br />10"dn <br />26 ga. <br />NOT REQUIRED <br />11, 12" <br />24 ga. <br />B-26 <br />B-26 <br />B-26 <br />B-26 <br />B-26 <br />B-26 <br />B-26 <br />13, 14" <br />22 ga. <br />B-24 <br />B-26 <br />B-26 <br />B-26 <br />B-26 <br />B-26 <br />B-26 <br />15, 16" <br />20 ga. <br />C-22 <br />C-24 <br />C-24 <br />C-26 <br />C-26 <br />C-26 <br />B-26 <br />B-26 <br />17, 18" <br />20 ga. <br />C-22 <br />C-24 <br />C-24 <br />C-26 <br />C-26 <br />C-26 <br />C-26 <br />B-26 <br />19, 20" <br />18 ga. <br />C-20 <br />C-22 <br />C-24 <br />C-26 <br />C-26 <br />C-26 <br />C-26 <br />C-26 <br />21, 22" <br />16 ga. <br />D-20 <br />D-22 <br />D-24 <br />D-26 <br />C-26 <br />C-26 <br />C-26 <br />C-26 <br />23, 24" <br />16 ga. <br />E-20 <br />E-22 <br />D-24 <br />D-26 <br />D-26 <br />C-26 <br />C-26 <br />C-26 <br />25, 26" <br />E-20 <br />F-18 <br />F-18 <br />G-16 <br />NOT <br />DESIGNED <br />E-22 <br />E-20 <br />F-20 <br />G-18 <br />H-16 <br />1-16 <br />E-24 <br />E-22 <br />E-22 <br />F-20 <br />G-18 <br />H-18 <br />1-16G <br />1-16G <br />D-26 <br />E-24 <br />E-24 <br />F-22 <br />G-20 <br />H-20 <br />H-18G <br />1-1813 <br />J-16H <br />D-26 <br />C-26 <br />C-26 <br />C-26 <br />27, 28" <br />D-26 <br />D-26 <br />C-26 <br />C-26 <br />29, 30" <br />E-26 <br />D-26 <br />D-26 <br />C-26 <br />31-36" <br />E-24 <br />E-26 <br />D-26 <br />D-26 <br />37-42" <br />F-24 <br />E-24 <br />E-26 <br />E-26 <br />43-48" <br />G-22 <br />F-24 <br />F-24 <br />E-24 <br />49-54" <br />H-20G <br />G-24 <br />F-24 <br />F-24 <br />55-60" <br />H-18G <br />G-22 <br />G-24 <br />F-24 <br />61-72" <br />1-1813 <br />H-22G <br />H-22G <br />H-24 <br />73-84" <br />1-18G <br />1-20G <br />1-22G <br />1-22G <br />85-96" <br />J-18H <br />1-18H <br />1-20H <br />1-22H <br />97-108" <br />K-18H <br />J-18H <br />1-18H <br />109-120" <br />K-181 <br />J-181 <br />HOK <br />One Tampa City Center, Suite 1800 <br />Tampa, FL 33602 USA <br />t +1 813 229 0300 f +1 813 223 7116 <br />FL Reg: AAC001139 <br />All reproduction & intellectual property rights reserved © 2012 <br />In Association with <br />............................................ <br />SDM Consulting Engineers <br />MEP Engineer <br />135 Almeria Ave. <br />Coral Gables, FL 33134 <br />305.446.2788 <br />www.sdmcorp.com <br />Key Plan <br />Professional Seals <br />�•vA <br />ERNESTO ALOMA <br />P.E. 53823 <br />JOSE I. MARTINEZ <br />P. E. 53779 <br />No. <br />Issue Description <br />YYYY-MM-DD <br />01 <br />50% CONSTRUCTION DOCUMENTS <br />06.15.2012 <br />02 <br />BID SET <br />06.29.2012 <br />03 <br />ISSUE FOR PERMIT <br />07.27.2012 <br />No. <br />Revision Description <br />YYYY-MM-DD <br />1 <br />ADDENDUM 1 <br />2012-07-09 <br />2 <br />ADDENDUM 2 <br />2012-07-19 <br />Drawn by SDM Reviewed by SDM <br />Project No 12.01622.00 <br />Sheet Title: <br />MECHANICAL <br />DETAILS <br />Original drawing is 36 x 24 Do not scale contents of this drawing <br />Sheet Number <br />M401 <br />