Loading...
10-820-007I . I`w.G 1985 R no DD RECTANGULAR DUCT REINFORCEMENT CTU STANAR OR�NEG. REINFORCE- REINFORCEMENT SPACING DUCT oN DUCTS GAGE 10' 8' 5' 4' 3' 2/2' 2` o RECTANGULAR DUCT R EINFORCEMENT 1 985 SMACNA HvTC DUCT CONSTRUCTION STANDARD STATIC € MINIMIUM IJ:I I. LASS ON MHU M. hlL.l L, POS.OR�NEG. REINFORCE- POS. I REINFORCE-= REINFORCEMENT SPACING DUCT DIMENSION T DUCTEIGAGE 10' 8` 5' 4' 3' 2/2' 2' l0' dn. 24 Cam= 11,12' 22 A -24 A-24 13,14' 20 V A -22 A -24 15,16' 18 A -22 A -24 17,18- 18 A -22 A -24 19,20- 16 B -18 B -20 A -24 • f 21, 22' 16 C -18 B -20 B -24 23,24' 16 C -18 C -f8 B -24 25,26' D -18 D -I8 C -24 27,28- D -18 D-18 C -22 C -24 29, 30' D-16 D_18 C -22 C -24 31 -36' Elam E -16 E -20 D -24 37 -42' � E -20 E -22 E -24 43-48' G-I8 F -20 E -22 E -24 49 -54 H -18 F + rod H-18 F + rod G -22 + E -24 55-60' H6 H-18 G -20 G -24 F + rod F + rod F + rod F + rod 61 -72' 1 -16 H -20 H -22 H -24 ` NOT I F + rod F + rod F + rod E + rod T3-84' ALLOWED J -18 J-20 1 -22 + rod E + rod E + rod 85 -96' L -16 K -I8 J -20 + + rod G + rod 97' UP H -18t H-18t 4 4ttl !t G TABLE 1-7 n 1985 SMACNA HYAC DUCT I`w.G 1985 R no DD RECTANGULAR DUCT REINFORCEMENT CTU STANAR OR�NEG. REINFORCE- REINFORCEMENT SPACING DUCT oN DUCTS GAGE 10' 8' 5' 4' 3' 2/2' 2` o STATIC € IJ:I I. t ) 100 M. hlL.l L, POS. I REINFORCE-= • 1 Cam= it • f ������ VIM s suv M. Elam C= � �e 1112=0411 • ` , rr ` i rr •r rr I`w.G 1985 R no DD RECTANGULAR DUCT REINFORCEMENT CTU STANAR OR�NEG. REINFORCE- REINFORCEMENT SPACING DUCT oN DUCTS GAGE 10' 8' 5' 4' 3' 2/2' 2` o r TABLE H 985 SMACNA HVAC DUCT RECTANGULAR DUCT REINFORCEMENT 0 CONSTRUCTION STANDARD IL TATIC ii NO OR NEG. REINFORCE- REINFORCEIDT SPACING MENT Cam= VIM s suv M. Elam C= � �e r TABLE H 985 SMACNA HVAC DUCT RECTANGULAR DUCT REINFORCEMENT 0 CONSTRUCTION STANDARD IL TATIC ii NO OR NEG. REINFORCE- REINFORCEIDT SPACING MENT NOT ALLOWED TABLE 1-8 RECTANGULAR DUCT REINFORCEMENT (CONSTRUCTION STANDARDJ STATIC �F No 711,117 ANTRIM 11151 POS, REINFORCE REINFORCEMENT SPACING NOT ALLOWED RECTANGULAR DUCT REINFORCEMENT �EONSTRUCTION STANDARD) STATIC NO RIGIDITY CLASS PACING DUCT MENT DIMENSION] DUCT GA( h1k MA &L RECTANGULAR DUCT HANGERS it .. *lrb�tli it .. ��� it .. •1_:.7t� rr , ' "L' , i wr .. .. . . ,... �• .. LOCATION HANGERS FOR STACKED DUCTS REINFORCEMENTS MAY BE USED FOR ATTACHMENT IF IT QUALIFIES FOR BOTH DUTIES DO NOT EXCEED LOAD RATING FOR METHOD USED ROD SUPPLY, & EXHAUST TYPICAL ---t k• •'1 r r " • 30' DUCTS -® & SMALLER SCREWS NOT ALLOWED LOW PRESSURE DUCTWORK 'HANGER DETAIL MUNI WATERTIGHT DUCT (SEE SPECS) SLOPE TO DRAIN BACK TO DISHWASHER STEEL EXPANSION SHIELD FOR 2C /' GALV. SCH. 40 PIPE EXISTING CONSTRUCTION AND A SOIL 1 INSERTS FOR NEW CONSTRICTION FOR UP TO 500 LBS. LOAD THIS TYPE SHALL BE USED ONLY PIPE EQUIPMENT AND UP TO 24 LONG IN SLABS OR BEAMS OF SUPPORT TRANSITION FLAT I' WIDE X_ Vie' THICK 4' (100 MM) MIN DEP C3x4.I CHANNEL IRON SUPPORTS FOR EACH UNIT ON BOTTOM GALV. BAND IRON a 36' MAX. PROVIDE RUBBER -N -SHEAR ISOLATION SEE 'PIPE SUPPORT CONCRETE 3/8' tto MM) MIN DIA EXPANSION BOLTS BETWEEN CHANNEL IRON AND UNIT LAP SEALANT PITCH PITCH DUCT _ _ , ' I FOR ROOF MOUNTED FLOOR SLAB FOR EXISTING CONSTRUCTION AND UNCURED FORMFLASH -�. EQUIPMENT" INSERTS FOR NEW CONSTRUCTION IOx24 r` a A A d ® 4x13 _ ® SLOPE v ROUND INLET CONN. � ' _ ` • w t� `° ., •,„ .�'' � ~ ~ `-,� .� F 4 (FAN SIZE) �� _ 3 MIN. 2-PIECE BASE LAP OF t f A FLEX g 2' MIN. UNCURED FORMFLASH I a CQNN. ANGLE a 1 LAP SEALANT -- -MANUAL— CEILING ATTACH 4 BOLTS NUT t ° r 1 ' . ~ ° `, r'�� EXHAUST VOLUME LEACH SIDE) NUTS a WASHERS TURNBUCKLE o - ` WEATHERPROOF ° ° E.P.D.M. FAT TO DAMPERS 3 /e' C10 MM) MIN DIA, , MOTOR AND I/z . ' ��•� I�4 ' r HANGER RODS (10 MM) DIAMETERS DRIVE HOUSING N SOILED DISHWASHER CLEAN GALYIANiZED YAY BOXES & PIPING HANGERARODS CHANNEL SPRING ANGLE IRON P r SIDE SIDE t YAY BOXES & PIPING EXHAUST IRON ISOLATOR I INSULATION FOR SUPPORT OF YAY BOXES UGT SUPPORTS (TYPICAL) 3 DIA. SCH. 40 STEEL PIPE DECK AND PIPES UNDER 2' (50 MM) SUPPORT SEE ARCH. DETAIL 3!8 r t 1 G MM) MIN DIA INSERTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FOR ROOF CONNECTION IN SIZE USE 1 1/2 x1 1!2 x1/4 NEW CONSTRUCTION ONLY. SEE ROOF 0/ IN SIZE MM) ANGLE. ALL PIPES PENETRATION REFER TO 3' °0" MAX 6X6 XI STEEL. PLATE FLOOR WELD P SCHEDULE 40 TYPICAL ROOF IB WELD TO PIPE SUPPORT 4 -3/8' EXPANSION gg 2 (50 MM) AND LARGER USE DETAIL SUPPORTS OVER GALV. PIPE TO BASE PLATE 3'x3'xt/4' (75x75x8 MM) ANGLE SUPPORT DETAIL MIN. ROOF BEAMS WITH WELD BOLTS PER SUPPORT & ANGLE IRON SUPPORT ROOF SLAB LEG WITH 3 IMBEDMENT 12'XI2'XI /4' STEEL TYPICAL METHOD OF SECURING N a T E S: N 0 T E S: STAINLESS STEEL TOSROOLF FRAMING ATTACH I. PROVIDE MEANS TO LUBRICATE BEARINGS, EITHER BY ACCESS NOTE: L PIPE SURFACE MUST BE FREE OF ALL RUST, GREASE. ETC. DUCTWORK WELDED, STRUCTURE HANGER RODS I N CONCRETE PANEL OR EXTERIOR MOUNTED ZERK FITTING. 2. DO NOT INSTALL CLAMPING RING AROUND TOP OF FLASHING. GROUND & BRUSHED SLABS AND BEAMS. 2. REFER TO ARCHITECTURAL DRAWING FOR ADDITIONAL BRACING ALL STEEL SHALL BE HOT DIP GALVANIZED. 3. IF DETAILS ON ARCHITECTURAL DRAWINGS DIFFER, THEY TAKE (ALL EXPOSED DUCTWORK) REFER TO ARCHITECTURAL & AND TIE-DOWN REQUIREMENTS. PRECEDENCE OVER THIS DETAIL. STRUCTURAL DRAWINGS FOR 4. DETAIL SHOWN IS FOR E.P.D.M. ROOF. FOR 4 PLY CONVENTIONAL METHOD OF ATTACHMENT DETAILS 3. ROOFTOP EQUIPMENT SHALL BE INSTALLED WITH CLEARANCES PER ROOF, PROVIDE COPPER PITCH POCKET AROUND BASE OF PIPE SUPPORT. FLORIDA BUILDING COND SCHEDULE FOR RAISED ROOF MOUNTED EQUIPMENT 5. LOCATE SUPPORTS OVER ROOF BEAMS. HANGER ROD SECURING DETAIL ROOF MOUNTED EXHAUST FAN B.V.S. STEEL GRILLAGE FOR PIPE SUPPORT FOR EXHAUST DUCTWORK AT DISHWASHER ROOF DUCT SUPPORT ROOF MOUNTED EQUIPMENT ROOF MOUNTED EQUIPMENT Ii ,r Smith i Seckman i ♦ i Reid, 600 Wcst 14iflsbaro, Suite 300 D�erfield Dea61, FL 33441 FAX: 954 421-1466 Firm Certification - • 00 John I- Moulder PE - 33200 SSR JOB # 1032079.0 X I..I... W W 0 LL Q VJ Q (� CQ V l• M3.1 VIM s suv M. Elam C= � �e &L RECTANGULAR DUCT HANGERS it .. *lrb�tli it .. ��� it .. •1_:.7t� rr , ' "L' , i wr .. .. . . ,... �• .. LOCATION HANGERS FOR STACKED DUCTS REINFORCEMENTS MAY BE USED FOR ATTACHMENT IF IT QUALIFIES FOR BOTH DUTIES DO NOT EXCEED LOAD RATING FOR METHOD USED ROD SUPPLY, & EXHAUST TYPICAL ---t k• •'1 r r " • 30' DUCTS -® & SMALLER SCREWS NOT ALLOWED LOW PRESSURE DUCTWORK 'HANGER DETAIL MUNI WATERTIGHT DUCT (SEE SPECS) SLOPE TO DRAIN BACK TO DISHWASHER STEEL EXPANSION SHIELD FOR 2C /' GALV. SCH. 40 PIPE EXISTING CONSTRUCTION AND A SOIL 1 INSERTS FOR NEW CONSTRICTION FOR UP TO 500 LBS. LOAD THIS TYPE SHALL BE USED ONLY PIPE EQUIPMENT AND UP TO 24 LONG IN SLABS OR BEAMS OF SUPPORT TRANSITION FLAT I' WIDE X_ Vie' THICK 4' (100 MM) MIN DEP C3x4.I CHANNEL IRON SUPPORTS FOR EACH UNIT ON BOTTOM GALV. BAND IRON a 36' MAX. PROVIDE RUBBER -N -SHEAR ISOLATION SEE 'PIPE SUPPORT CONCRETE 3/8' tto MM) MIN DIA EXPANSION BOLTS BETWEEN CHANNEL IRON AND UNIT LAP SEALANT PITCH PITCH DUCT _ _ , ' I FOR ROOF MOUNTED FLOOR SLAB FOR EXISTING CONSTRUCTION AND UNCURED FORMFLASH -�. EQUIPMENT" INSERTS FOR NEW CONSTRUCTION IOx24 r` a A A d ® 4x13 _ ® SLOPE v ROUND INLET CONN. � ' _ ` • w t� `° ., •,„ .�'' � ~ ~ `-,� .� F 4 (FAN SIZE) �� _ 3 MIN. 2-PIECE BASE LAP OF t f A FLEX g 2' MIN. UNCURED FORMFLASH I a CQNN. ANGLE a 1 LAP SEALANT -- -MANUAL— CEILING ATTACH 4 BOLTS NUT t ° r 1 ' . ~ ° `, r'�� EXHAUST VOLUME LEACH SIDE) NUTS a WASHERS TURNBUCKLE o - ` WEATHERPROOF ° ° E.P.D.M. FAT TO DAMPERS 3 /e' C10 MM) MIN DIA, , MOTOR AND I/z . ' ��•� I�4 ' r HANGER RODS (10 MM) DIAMETERS DRIVE HOUSING N SOILED DISHWASHER CLEAN GALYIANiZED YAY BOXES & PIPING HANGERARODS CHANNEL SPRING ANGLE IRON P r SIDE SIDE t YAY BOXES & PIPING EXHAUST IRON ISOLATOR I INSULATION FOR SUPPORT OF YAY BOXES UGT SUPPORTS (TYPICAL) 3 DIA. SCH. 40 STEEL PIPE DECK AND PIPES UNDER 2' (50 MM) SUPPORT SEE ARCH. DETAIL 3!8 r t 1 G MM) MIN DIA INSERTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FOR ROOF CONNECTION IN SIZE USE 1 1/2 x1 1!2 x1/4 NEW CONSTRUCTION ONLY. SEE ROOF 0/ IN SIZE MM) ANGLE. ALL PIPES PENETRATION REFER TO 3' °0" MAX 6X6 XI STEEL. PLATE FLOOR WELD P SCHEDULE 40 TYPICAL ROOF IB WELD TO PIPE SUPPORT 4 -3/8' EXPANSION gg 2 (50 MM) AND LARGER USE DETAIL SUPPORTS OVER GALV. PIPE TO BASE PLATE 3'x3'xt/4' (75x75x8 MM) ANGLE SUPPORT DETAIL MIN. ROOF BEAMS WITH WELD BOLTS PER SUPPORT & ANGLE IRON SUPPORT ROOF SLAB LEG WITH 3 IMBEDMENT 12'XI2'XI /4' STEEL TYPICAL METHOD OF SECURING N a T E S: N 0 T E S: STAINLESS STEEL TOSROOLF FRAMING ATTACH I. PROVIDE MEANS TO LUBRICATE BEARINGS, EITHER BY ACCESS NOTE: L PIPE SURFACE MUST BE FREE OF ALL RUST, GREASE. ETC. DUCTWORK WELDED, STRUCTURE HANGER RODS I N CONCRETE PANEL OR EXTERIOR MOUNTED ZERK FITTING. 2. DO NOT INSTALL CLAMPING RING AROUND TOP OF FLASHING. GROUND & BRUSHED SLABS AND BEAMS. 2. REFER TO ARCHITECTURAL DRAWING FOR ADDITIONAL BRACING ALL STEEL SHALL BE HOT DIP GALVANIZED. 3. IF DETAILS ON ARCHITECTURAL DRAWINGS DIFFER, THEY TAKE (ALL EXPOSED DUCTWORK) REFER TO ARCHITECTURAL & AND TIE-DOWN REQUIREMENTS. PRECEDENCE OVER THIS DETAIL. STRUCTURAL DRAWINGS FOR 4. DETAIL SHOWN IS FOR E.P.D.M. ROOF. FOR 4 PLY CONVENTIONAL METHOD OF ATTACHMENT DETAILS 3. ROOFTOP EQUIPMENT SHALL BE INSTALLED WITH CLEARANCES PER ROOF, PROVIDE COPPER PITCH POCKET AROUND BASE OF PIPE SUPPORT. FLORIDA BUILDING COND SCHEDULE FOR RAISED ROOF MOUNTED EQUIPMENT 5. LOCATE SUPPORTS OVER ROOF BEAMS. HANGER ROD SECURING DETAIL ROOF MOUNTED EXHAUST FAN B.V.S. STEEL GRILLAGE FOR PIPE SUPPORT FOR EXHAUST DUCTWORK AT DISHWASHER ROOF DUCT SUPPORT ROOF MOUNTED EQUIPMENT ROOF MOUNTED EQUIPMENT Ii ,r Smith i Seckman i ♦ i Reid, 600 Wcst 14iflsbaro, Suite 300 D�erfield Dea61, FL 33441 FAX: 954 421-1466 Firm Certification - • 00 John I- Moulder PE - 33200 SSR JOB # 1032079.0 X I..I... W W 0 LL Q VJ Q (� CQ V l• M3.1 LOCATION HANGERS FOR STACKED DUCTS REINFORCEMENTS MAY BE USED FOR ATTACHMENT IF IT QUALIFIES FOR BOTH DUTIES DO NOT EXCEED LOAD RATING FOR METHOD USED ROD SUPPLY, & EXHAUST TYPICAL ---t k• •'1 r r " • 30' DUCTS -® & SMALLER SCREWS NOT ALLOWED LOW PRESSURE DUCTWORK 'HANGER DETAIL MUNI WATERTIGHT DUCT (SEE SPECS) SLOPE TO DRAIN BACK TO DISHWASHER STEEL EXPANSION SHIELD FOR 2C /' GALV. SCH. 40 PIPE EXISTING CONSTRUCTION AND A SOIL 1 INSERTS FOR NEW CONSTRICTION FOR UP TO 500 LBS. LOAD THIS TYPE SHALL BE USED ONLY PIPE EQUIPMENT AND UP TO 24 LONG IN SLABS OR BEAMS OF SUPPORT TRANSITION FLAT I' WIDE X_ Vie' THICK 4' (100 MM) MIN DEP C3x4.I CHANNEL IRON SUPPORTS FOR EACH UNIT ON BOTTOM GALV. BAND IRON a 36' MAX. PROVIDE RUBBER -N -SHEAR ISOLATION SEE 'PIPE SUPPORT CONCRETE 3/8' tto MM) MIN DIA EXPANSION BOLTS BETWEEN CHANNEL IRON AND UNIT LAP SEALANT PITCH PITCH DUCT _ _ , ' I FOR ROOF MOUNTED FLOOR SLAB FOR EXISTING CONSTRUCTION AND UNCURED FORMFLASH -�. EQUIPMENT" INSERTS FOR NEW CONSTRUCTION IOx24 r` a A A d ® 4x13 _ ® SLOPE v ROUND INLET CONN. � ' _ ` • w t� `° ., •,„ .�'' � ~ ~ `-,� .� F 4 (FAN SIZE) �� _ 3 MIN. 2-PIECE BASE LAP OF t f A FLEX g 2' MIN. UNCURED FORMFLASH I a CQNN. ANGLE a 1 LAP SEALANT -- -MANUAL— CEILING ATTACH 4 BOLTS NUT t ° r 1 ' . ~ ° `, r'�� EXHAUST VOLUME LEACH SIDE) NUTS a WASHERS TURNBUCKLE o - ` WEATHERPROOF ° ° E.P.D.M. FAT TO DAMPERS 3 /e' C10 MM) MIN DIA, , MOTOR AND I/z . ' ��•� I�4 ' r HANGER RODS (10 MM) DIAMETERS DRIVE HOUSING N SOILED DISHWASHER CLEAN GALYIANiZED YAY BOXES & PIPING HANGERARODS CHANNEL SPRING ANGLE IRON P r SIDE SIDE t YAY BOXES & PIPING EXHAUST IRON ISOLATOR I INSULATION FOR SUPPORT OF YAY BOXES UGT SUPPORTS (TYPICAL) 3 DIA. SCH. 40 STEEL PIPE DECK AND PIPES UNDER 2' (50 MM) SUPPORT SEE ARCH. DETAIL 3!8 r t 1 G MM) MIN DIA INSERTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FOR ROOF CONNECTION IN SIZE USE 1 1/2 x1 1!2 x1/4 NEW CONSTRUCTION ONLY. SEE ROOF 0/ IN SIZE MM) ANGLE. ALL PIPES PENETRATION REFER TO 3' °0" MAX 6X6 XI STEEL. PLATE FLOOR WELD P SCHEDULE 40 TYPICAL ROOF IB WELD TO PIPE SUPPORT 4 -3/8' EXPANSION gg 2 (50 MM) AND LARGER USE DETAIL SUPPORTS OVER GALV. PIPE TO BASE PLATE 3'x3'xt/4' (75x75x8 MM) ANGLE SUPPORT DETAIL MIN. ROOF BEAMS WITH WELD BOLTS PER SUPPORT & ANGLE IRON SUPPORT ROOF SLAB LEG WITH 3 IMBEDMENT 12'XI2'XI /4' STEEL TYPICAL METHOD OF SECURING N a T E S: N 0 T E S: STAINLESS STEEL TOSROOLF FRAMING ATTACH I. PROVIDE MEANS TO LUBRICATE BEARINGS, EITHER BY ACCESS NOTE: L PIPE SURFACE MUST BE FREE OF ALL RUST, GREASE. ETC. DUCTWORK WELDED, STRUCTURE HANGER RODS I N CONCRETE PANEL OR EXTERIOR MOUNTED ZERK FITTING. 2. DO NOT INSTALL CLAMPING RING AROUND TOP OF FLASHING. GROUND & BRUSHED SLABS AND BEAMS. 2. REFER TO ARCHITECTURAL DRAWING FOR ADDITIONAL BRACING ALL STEEL SHALL BE HOT DIP GALVANIZED. 3. IF DETAILS ON ARCHITECTURAL DRAWINGS DIFFER, THEY TAKE (ALL EXPOSED DUCTWORK) REFER TO ARCHITECTURAL & AND TIE-DOWN REQUIREMENTS. PRECEDENCE OVER THIS DETAIL. STRUCTURAL DRAWINGS FOR 4. DETAIL SHOWN IS FOR E.P.D.M. ROOF. FOR 4 PLY CONVENTIONAL METHOD OF ATTACHMENT DETAILS 3. ROOFTOP EQUIPMENT SHALL BE INSTALLED WITH CLEARANCES PER ROOF, PROVIDE COPPER PITCH POCKET AROUND BASE OF PIPE SUPPORT. FLORIDA BUILDING COND SCHEDULE FOR RAISED ROOF MOUNTED EQUIPMENT 5. LOCATE SUPPORTS OVER ROOF BEAMS. HANGER ROD SECURING DETAIL ROOF MOUNTED EXHAUST FAN B.V.S. STEEL GRILLAGE FOR PIPE SUPPORT FOR EXHAUST DUCTWORK AT DISHWASHER ROOF DUCT SUPPORT ROOF MOUNTED EQUIPMENT ROOF MOUNTED EQUIPMENT Ii ,r Smith i Seckman i ♦ i Reid, 600 Wcst 14iflsbaro, Suite 300 D�erfield Dea61, FL 33441 FAX: 954 421-1466 Firm Certification - • 00 John I- Moulder PE - 33200 SSR JOB # 1032079.0 X I..I... W W 0 LL Q VJ Q (� CQ V l• M3.1 Ii ,r Smith i Seckman i ♦ i Reid, 600 Wcst 14iflsbaro, Suite 300 D�erfield Dea61, FL 33441 FAX: 954 421-1466 Firm Certification - • 00 John I- Moulder PE - 33200 SSR JOB # 1032079.0 X I..I... W W 0 LL Q VJ Q (� CQ V l• M3.1 l• M3.1