|
HANGER TROD RECTANGULAR DUCT TRANSVERSE KIT OPTIONS
<br />DIAMETER SEISMIC CABLE BRACING SYSTEM TOOT
<br />30 PLI" MAX
<br />_._..._.._._._._,._.:_,._._......._......_...._..._._...........,...
<br />....._.-.......-,.-.---.-,"-.... ..................._...
<br />_.,...........,..,....._.1111..
<br />. .
<br />REF. PAGES FOR a„ MAXT8�I�, ��
<br />CONNECTION DETAILS REF. N PAGES FOR BRACKET
<br />%NO ASTM A36 ATR, TYP g CONNECTION DETAILS
<br />1%x1%x12GA SINGLE STRUT, O.C. ty
<br />RCAIa STIFFENER, WHERE MAX MASON IND. N.Y. SCB-0 �
<br />REaD 1, 2L=158"
<br />MASON IND. N.Y. UCC ROD MAX
<br />STIFFENER CLAMP, (!)"1 BOLT AND NUT, TORQUE TO
<br />30 FT -LBS OR USE 30 FT -LBS MIN
<br />TORQUE TO 10 FT -LBS 1, TYP - BREAK AWAY NUT (FIEF. PAGE X4.0)
<br />1" MIN :: REFER TO TABLE FOR MAX
<br />• _ T&S, TYP ALLOWABLE BRACE ANGLE RANGE
<br />2"0 P#dESTRETCHEI3 GALVANIZED
<br />AIRCRAFT CABLE 7x19 STRAND CORE 1
<br />_ _ ` TORQUE TO 30 FT -LBS CAR
<br />I
<br />-«.=Fp=a�. DISE 30 FT -LBS MIN BREAK
<br />P.1rl AY NUT (REF. PAGE X4.0)
<br />~�MA$6 ID0. N.Y. SCBH-0
<br />_. , __ 1111._. _. -- -• --- -- --_ F E T PAGFGI2
<br />iitAPEZE MEMAER
<br />0212012015 CTPM-0043-13; Reviewed for Code Compliance by Jeff€ey Kikumoto Page 262 of 584
<br />NQTE5:
<br />1. THE ABOVE BRACING DETAILS SHALL BE USED FOR DUCTS OVER 5 SQUARE FEET OF AREA.
<br />2, AT CONTRACTOR'S OPTION USE ANY APPLICABLE DETAIL WITHIN OSHPD PRE --APPROVED OPM DETAILS.
<br />3. CONTRACTOR TO REFERENCE MASON OPM-0043-13 FOR ADDITIONAL INFORMATION.
<br />4. CONTRACTOR TO PROVIDE COPIES OF UTILIZED DETAILS FROM OPM-0043-13 TO IOR UPON THEIR REQUEST.
<br />DUCT BR ING DETAIL
<br />TRUSS JOIST, PROVIDE 2x, 4x, O.L. BEAM
<br />BLOCKING SIMILAR TO OR PURUN (TYP.)
<br />DETAILI, M6.1.1 (TYP.)
<br />iltlCT �I7F"; FASTENER SIZ�,/TYPE
<br />P/2<30" TWO #10 x 1 1/2" WOOD SCREWS
<br />31 "<P/2<72� 1/4" x 1 1/2" LAG SCREW
<br />P/2 > 73" 3/8" x 1 1/2" LAG SCREW
<br />P = DUCT PERIMETER (TYP.)
<br />18 GAUGE x 11' WIDE SHEET
<br />METAL STRAP (TYP.)
<br />RECTANGULAR #10 TEK SCREW, 1 AT TOP OF
<br />DUCT DUCT AND 1 AT BOTTOM (TYP,)
<br />SEE ABOVE FOR ATTACHMENT
<br />18 GAUGE x 1" WIDE SHEET
<br />METAL STRAP (TYP,)
<br />RECTANGULAR`-- #10 TEK SCREW
<br />DUCT (TYP.)
<br />ATTACHMENT AS FOLLOWS:
<br />DUCT SIZE: FASTENERSI7EfTYPE
<br />D, 14"0 TWO #10 x 1 1/2- WOOD SCREWS
<br />15"O<U<30"et 1/4" x 1 1/2" LAG SCREW
<br />D = DUCT DIAMETER (TYP.)
<br />18 GAUGE x 1" WIDE SHEET
<br />METAL STRAP (TYP.)
<br />10 TEK SCREW
<br />(TYP,)
<br />ROUND DUCT
<br />SEE ABOVE FOR ATTACHMENT
<br />18 GAUGE x 1" WIDE SHEET
<br />METAL STRAP (TYP.)
<br />10 TEK SCREW
<br />(TYP.)
<br />ROUND DUCT
<br />RECTANGULAR QUCT ROUND DUCT
<br />(PER SMACNA TABLES 5-1 AND 5-2) (DP TO 30'0)
<br />N.:
<br />1. PROVIDE BLOCKING SIMILAR TO DETAIL 1, SHEET M6.1.1 WHEN NECESSARY.
<br />2. HANGER SPACING TO BE PER SMACNA STANDARDS.
<br />CONCEALED DUCT SUPPORT DETAILS
<br />NTS
<br />1 " MIN. T
<br />ON ALL SII
<br />DUCT
<br />OVEF
<br />ACTUATOR
<br />FIRESTAT (TS150)
<br />AUXILIARY OPERATING MACK
<br />SHAFT
<br />S—JOINT/DUCT MATE,
<br />SLEEVE TO DUCT
<br />MATERIAL (MAY BE ON
<br />X OF DAMPER FRAME)
<br />-JOINT/DUCT MATE,
<br />IEVE TO DU CT
<br />CONVENTIONAL MOUNTING ANGLES
<br />Nom:
<br />1. DETAIL IS FOR REFERENCE ONLY.
<br />2. FIRE DAMPERS SMALL BE STATE FIRE MARSHALL APPROVED AND INSTALLED STRICTLY PER MANUFACTURER'S PRINTED INSTRUCTIONS.
<br />3. MANUFACTURER'S INSTALLATION INSTRUCTION SHALL BE MADE AVAILABLE TO THE INSPECTOR OR RECORD.
<br />4, FIRE/SMOKE DAMPERS TO BE ACCESSIBLE. PROVIDE ACCESS DOORS WHERE LOCATED ABOVE GYP BOARD CEILING.
<br />5. DUCT DETECTOR TO BE WITHIN 5'-0" (MAX.) OR AS REQUIRED BY MANUFACTURERS WRITTEN INSTRUCTIONS,
<br />6. INTERCONNECT FIRE/SMOKE DAMPER WITH FIRE ALARM SYSTEM.
<br />WALL MOUNTED FIRE/ ITE DAMPER DETAIL r3
<br />NTS
<br />CURB MOUNTING ANGLE 1"&'0/8"
<br />SEALING GASKET
<br />UNIT CASING
<br />SECURE TO UNIT CURB WITH (4) l
<br />#12 X 112- TEK SCREWS, TYPICAL>\X/
<br />AT EACH HOLD DOWN. l
<br />l d
<br />FIRE TREATED WOOD NAILER BY UNIT MFR,
<br />ROOF CURB BY UNIT MANUFACTURER — ;y
<br />HEIGHT AS REQUIRED (14" MIN. HEIGHT) :
<br />RIGID INSULATION, ALL AROUND.
<br />COVER ROOF INSIDE CURB WITH 2" „
<br />THICK X 3L.B. DENSITY FIBERGLASS`?°
<br />INSULATING BOARD,
<br />REQUIRED EMBEDMENT
<br />DEPTH MID --LINE OF
<br />SUPPORT OR 5" MIN.
<br />1/2- MIN.
<br />UNIT BASE
<br />SECURE UNIT BASE TO EACH
<br />HOLD DOWN (4) #10 X 1/2"
<br />TEK SCREWS.
<br />— AAP Z—CLIP MOLD DOWN, 16 GAUGE STEEL
<br />PROVIDE 2 PER LONG SIDE OF EACH UNIT
<br />& 2 PER SNORT SIDE OF UNIT (8 TOTAL
<br />PER UNIT)
<br />FLASHING (24 GAUGE MIN.)
<br />RUN ROOFING UP & OVER CURB
<br />ROOFING
<br />,— RIGID INSULATION
<br />)J" O LAG SCREW WITH MINIMUM EMBEDMENT
<br />OF 5" INTO STRUCTURAL SUPPORT. PROVIDE
<br />MINIMUM 3 PER SIDE FOR AC UNITS 10 TONS
<br />AND SMALLER. PROVIDE MINIMUM OF 5 PER
<br />SIDE FOR AC UNITS 12.5 TONS AND LARGER.
<br />SUPPORT PER STRUCTURAL
<br />DRAWINGS.
<br />U --DOLT ELEMENT OF WIRE ROPE
<br />DEAD
<br />CONNECTED ITEM
<br />GALV CARBON STL STD PATTERN
<br />THIMBLE BY McMASTER CARR SUPPLY
<br />COMPANY (PART NO.. 3494T12)
<br />CROSBY FORGED STL U—BOLT WIRE
<br />ROPE CLIP BY McMASTER CARR
<br />SUPPLY COMPANY (PART NO.
<br />3465T12) TORQUE DOLTS TO 7.5 FT#
<br />AT INSTALLATION, TYP OF 2 CLIPS
<br />SADDLE ELEMENT OF WIRE ROPE CLIP
<br />3/16"0 GALV STL 7x19 STRAND CORE WIRE ROPE PER
<br />FEDERAL SPECIFICATION RR—W-410 BY McMASTER CARR
<br />SUPPLY COMPANY (PART NO. 3450T41) ULTIMATE
<br />BREAKING STRENGTH SHALL BE A MIN OF 4200#
<br />ALL -OPTION:
<br />3/16"0 TYPE 304 SS 709 STRAND CORE: WIRE ROPE BY
<br />McMASTER CARR SUPPLY COMPANY (PART NO. 3461T67)
<br />BREAKING STRENGTH= 37001
<br />Nor—
<br />SADDLE OF U—BOLT MUST BE INSTALLED ON LIVE END OF GUY WIRE.
<br />U—BOLT SECTION MUST BE INSTALLED OVER DEAD END OF GUY WIRE
<br />SEISMIC B INN CABLE DETAIL
<br />SEALING GASKET
<br />1" (MIN.) ----'' -.
<br />SECURE TO UNIT CURB WITH (4)
<br />12 X 1 /2" TEK SCREWS, TYPICAL
<br />AT EACH HOLD DOWN,
<br />WOOD NAILER -- INTERGRAL TO CURB
<br />ROOF CURB BY UNIT MANUFACTURER —
<br />HEIGHT AS REQUIRED (14" MIN. HEIGHT)
<br />COMER ROOF INSIDE (E) CURB WITH
<br />(N) 2" THICK x 3L8. DENSITY
<br />FIBERGLASS INSULATING BOARD.
<br />NTS
<br />FASTEN ANGLE TO DUCT WITH SMS
<br />(3 SIDES) SPACED AT 6. O.C.
<br />1 1/4" x 1 1/4" x
<br />1/8- F
<br />UNIT CASING
<br />UNIT BASE RAIL (14 GAUGE STEEL)
<br />SECURE EA. HOLD DOWN TO UNIT BASE WITH (4) #10 X
<br />X-1 1/2" TEK SCREWS, TYPICAL EACH SIDE.
<br />PROVIDE CLIPS AS FOLLOWS:
<br />f 0 10 TONS AND UNDER — 2 CLIPS PER SIDE / 8 TOTAL
<br />0 10 — 25 TONS -- 4 CLIPS PER LONG SIDE / 2 CUPS
<br />PER SHORT SIDE — 12 CLIPS TOTAL.
<br />:.y HOLD DOWNS TO BE EQUALLY SPACED.
<br />1,
<br />J
<br />`... !y "CANFABO UNIT HOLD DOWNS, 16 GAUGE STEEL.
<br />.'`.. � ROOF FLASHING
<br />SINGLE PLY ROOTING —RUN
<br />xv� UP AND OVER CURB.
<br />REFERENCE STRUCTURAL
<br />QRAWINGS FOR DETAILS
<br />haavavA�20
<br />i1$9%HA0QCA.
<br />Copyright 0 2014 IRainforth Grau Architects. All rights reserved. Reprodu€lion of these plans, tither in whale or in part, including any form
<br />of copying arxllor preparation of derivative works thereof, for any reason without prior wd#en permission, is strl* prohibited.
<br />DSA
<br />File No.: 39-53
<br />IDENTIFICA71ON STAMP
<br />DIV. OF THE STATE ARCHITECT
<br />02-114400 INC. 1
<br />ACS I;L-SsffF
<br />DATE 011 f-
<br />LINC;4LN E.S. - CAFETERIA
<br />CMS WALL CLASSROOM MODERNIZATION
<br />SECURE SUPPORT BRACKET TO WALL
<br />" HILTI KB 3 REFERENCE j INCREMENT 1:CAFETERIA
<br />A F E T E R I /�
<br />WITH 1/2
<br />DETAI
<br />EMMBELDMENTHEET 51.3 FOR MANiTECA UNIFIED SCHOOL DISTRICT
<br />(2 PER SIDE / 4 TOTAL REQUIRED MANTECA gALIFORNIA
<br />PER BRACKET) MECHANICAL -
<br />DETAILS
<br />DUCT RISER 0 WALL
<br />DETAIL IS TO BE PER SMACNA HVAC DUCT
<br />CONSTRUCTION STANDARDS — FIGURE 5--5
<br />DRAWN PROJECT NO.
<br />DW PROJECT
<br />CHECKED DATE,
<br />DW 06-26-15
<br />SCALE SHEET
<br />M6.1.2
<br />BRACE
<br />MAA( ALLOWABLE
<br />ANGLE
<br />FORCE PER
<br />RANGE
<br />SEISMIC BRACE
<br />4
<br />ASSEMBLY, Fp
<br />30'-45-,
<br />270 LBS
<br />46a ^ 60°
<br />190 LBS
<br />0212012015 CTPM-0043-13; Reviewed for Code Compliance by Jeff€ey Kikumoto Page 262 of 584
<br />NQTE5:
<br />1. THE ABOVE BRACING DETAILS SHALL BE USED FOR DUCTS OVER 5 SQUARE FEET OF AREA.
<br />2, AT CONTRACTOR'S OPTION USE ANY APPLICABLE DETAIL WITHIN OSHPD PRE --APPROVED OPM DETAILS.
<br />3. CONTRACTOR TO REFERENCE MASON OPM-0043-13 FOR ADDITIONAL INFORMATION.
<br />4. CONTRACTOR TO PROVIDE COPIES OF UTILIZED DETAILS FROM OPM-0043-13 TO IOR UPON THEIR REQUEST.
<br />DUCT BR ING DETAIL
<br />TRUSS JOIST, PROVIDE 2x, 4x, O.L. BEAM
<br />BLOCKING SIMILAR TO OR PURUN (TYP.)
<br />DETAILI, M6.1.1 (TYP.)
<br />iltlCT �I7F"; FASTENER SIZ�,/TYPE
<br />P/2<30" TWO #10 x 1 1/2" WOOD SCREWS
<br />31 "<P/2<72� 1/4" x 1 1/2" LAG SCREW
<br />P/2 > 73" 3/8" x 1 1/2" LAG SCREW
<br />P = DUCT PERIMETER (TYP.)
<br />18 GAUGE x 11' WIDE SHEET
<br />METAL STRAP (TYP.)
<br />RECTANGULAR #10 TEK SCREW, 1 AT TOP OF
<br />DUCT DUCT AND 1 AT BOTTOM (TYP,)
<br />SEE ABOVE FOR ATTACHMENT
<br />18 GAUGE x 1" WIDE SHEET
<br />METAL STRAP (TYP,)
<br />RECTANGULAR`-- #10 TEK SCREW
<br />DUCT (TYP.)
<br />ATTACHMENT AS FOLLOWS:
<br />DUCT SIZE: FASTENERSI7EfTYPE
<br />D, 14"0 TWO #10 x 1 1/2- WOOD SCREWS
<br />15"O<U<30"et 1/4" x 1 1/2" LAG SCREW
<br />D = DUCT DIAMETER (TYP.)
<br />18 GAUGE x 1" WIDE SHEET
<br />METAL STRAP (TYP.)
<br />10 TEK SCREW
<br />(TYP,)
<br />ROUND DUCT
<br />SEE ABOVE FOR ATTACHMENT
<br />18 GAUGE x 1" WIDE SHEET
<br />METAL STRAP (TYP.)
<br />10 TEK SCREW
<br />(TYP.)
<br />ROUND DUCT
<br />RECTANGULAR QUCT ROUND DUCT
<br />(PER SMACNA TABLES 5-1 AND 5-2) (DP TO 30'0)
<br />N.:
<br />1. PROVIDE BLOCKING SIMILAR TO DETAIL 1, SHEET M6.1.1 WHEN NECESSARY.
<br />2. HANGER SPACING TO BE PER SMACNA STANDARDS.
<br />CONCEALED DUCT SUPPORT DETAILS
<br />NTS
<br />1 " MIN. T
<br />ON ALL SII
<br />DUCT
<br />OVEF
<br />ACTUATOR
<br />FIRESTAT (TS150)
<br />AUXILIARY OPERATING MACK
<br />SHAFT
<br />S—JOINT/DUCT MATE,
<br />SLEEVE TO DUCT
<br />MATERIAL (MAY BE ON
<br />X OF DAMPER FRAME)
<br />-JOINT/DUCT MATE,
<br />IEVE TO DU CT
<br />CONVENTIONAL MOUNTING ANGLES
<br />Nom:
<br />1. DETAIL IS FOR REFERENCE ONLY.
<br />2. FIRE DAMPERS SMALL BE STATE FIRE MARSHALL APPROVED AND INSTALLED STRICTLY PER MANUFACTURER'S PRINTED INSTRUCTIONS.
<br />3. MANUFACTURER'S INSTALLATION INSTRUCTION SHALL BE MADE AVAILABLE TO THE INSPECTOR OR RECORD.
<br />4, FIRE/SMOKE DAMPERS TO BE ACCESSIBLE. PROVIDE ACCESS DOORS WHERE LOCATED ABOVE GYP BOARD CEILING.
<br />5. DUCT DETECTOR TO BE WITHIN 5'-0" (MAX.) OR AS REQUIRED BY MANUFACTURERS WRITTEN INSTRUCTIONS,
<br />6. INTERCONNECT FIRE/SMOKE DAMPER WITH FIRE ALARM SYSTEM.
<br />WALL MOUNTED FIRE/ ITE DAMPER DETAIL r3
<br />NTS
<br />CURB MOUNTING ANGLE 1"&'0/8"
<br />SEALING GASKET
<br />UNIT CASING
<br />SECURE TO UNIT CURB WITH (4) l
<br />#12 X 112- TEK SCREWS, TYPICAL>\X/
<br />AT EACH HOLD DOWN. l
<br />l d
<br />FIRE TREATED WOOD NAILER BY UNIT MFR,
<br />ROOF CURB BY UNIT MANUFACTURER — ;y
<br />HEIGHT AS REQUIRED (14" MIN. HEIGHT) :
<br />RIGID INSULATION, ALL AROUND.
<br />COVER ROOF INSIDE CURB WITH 2" „
<br />THICK X 3L.B. DENSITY FIBERGLASS`?°
<br />INSULATING BOARD,
<br />REQUIRED EMBEDMENT
<br />DEPTH MID --LINE OF
<br />SUPPORT OR 5" MIN.
<br />1/2- MIN.
<br />UNIT BASE
<br />SECURE UNIT BASE TO EACH
<br />HOLD DOWN (4) #10 X 1/2"
<br />TEK SCREWS.
<br />— AAP Z—CLIP MOLD DOWN, 16 GAUGE STEEL
<br />PROVIDE 2 PER LONG SIDE OF EACH UNIT
<br />& 2 PER SNORT SIDE OF UNIT (8 TOTAL
<br />PER UNIT)
<br />FLASHING (24 GAUGE MIN.)
<br />RUN ROOFING UP & OVER CURB
<br />ROOFING
<br />,— RIGID INSULATION
<br />)J" O LAG SCREW WITH MINIMUM EMBEDMENT
<br />OF 5" INTO STRUCTURAL SUPPORT. PROVIDE
<br />MINIMUM 3 PER SIDE FOR AC UNITS 10 TONS
<br />AND SMALLER. PROVIDE MINIMUM OF 5 PER
<br />SIDE FOR AC UNITS 12.5 TONS AND LARGER.
<br />SUPPORT PER STRUCTURAL
<br />DRAWINGS.
<br />U --DOLT ELEMENT OF WIRE ROPE
<br />DEAD
<br />CONNECTED ITEM
<br />GALV CARBON STL STD PATTERN
<br />THIMBLE BY McMASTER CARR SUPPLY
<br />COMPANY (PART NO.. 3494T12)
<br />CROSBY FORGED STL U—BOLT WIRE
<br />ROPE CLIP BY McMASTER CARR
<br />SUPPLY COMPANY (PART NO.
<br />3465T12) TORQUE DOLTS TO 7.5 FT#
<br />AT INSTALLATION, TYP OF 2 CLIPS
<br />SADDLE ELEMENT OF WIRE ROPE CLIP
<br />3/16"0 GALV STL 7x19 STRAND CORE WIRE ROPE PER
<br />FEDERAL SPECIFICATION RR—W-410 BY McMASTER CARR
<br />SUPPLY COMPANY (PART NO. 3450T41) ULTIMATE
<br />BREAKING STRENGTH SHALL BE A MIN OF 4200#
<br />ALL -OPTION:
<br />3/16"0 TYPE 304 SS 709 STRAND CORE: WIRE ROPE BY
<br />McMASTER CARR SUPPLY COMPANY (PART NO. 3461T67)
<br />BREAKING STRENGTH= 37001
<br />Nor—
<br />SADDLE OF U—BOLT MUST BE INSTALLED ON LIVE END OF GUY WIRE.
<br />U—BOLT SECTION MUST BE INSTALLED OVER DEAD END OF GUY WIRE
<br />SEISMIC B INN CABLE DETAIL
<br />SEALING GASKET
<br />1" (MIN.) ----'' -.
<br />SECURE TO UNIT CURB WITH (4)
<br />12 X 1 /2" TEK SCREWS, TYPICAL
<br />AT EACH HOLD DOWN,
<br />WOOD NAILER -- INTERGRAL TO CURB
<br />ROOF CURB BY UNIT MANUFACTURER —
<br />HEIGHT AS REQUIRED (14" MIN. HEIGHT)
<br />COMER ROOF INSIDE (E) CURB WITH
<br />(N) 2" THICK x 3L8. DENSITY
<br />FIBERGLASS INSULATING BOARD.
<br />NTS
<br />FASTEN ANGLE TO DUCT WITH SMS
<br />(3 SIDES) SPACED AT 6. O.C.
<br />1 1/4" x 1 1/4" x
<br />1/8- F
<br />UNIT CASING
<br />UNIT BASE RAIL (14 GAUGE STEEL)
<br />SECURE EA. HOLD DOWN TO UNIT BASE WITH (4) #10 X
<br />X-1 1/2" TEK SCREWS, TYPICAL EACH SIDE.
<br />PROVIDE CLIPS AS FOLLOWS:
<br />f 0 10 TONS AND UNDER — 2 CLIPS PER SIDE / 8 TOTAL
<br />0 10 — 25 TONS -- 4 CLIPS PER LONG SIDE / 2 CUPS
<br />PER SHORT SIDE — 12 CLIPS TOTAL.
<br />:.y HOLD DOWNS TO BE EQUALLY SPACED.
<br />1,
<br />J
<br />`... !y "CANFABO UNIT HOLD DOWNS, 16 GAUGE STEEL.
<br />.'`.. � ROOF FLASHING
<br />SINGLE PLY ROOTING —RUN
<br />xv� UP AND OVER CURB.
<br />REFERENCE STRUCTURAL
<br />QRAWINGS FOR DETAILS
<br />haavavA�20
<br />i1$9%HA0QCA.
<br />Copyright 0 2014 IRainforth Grau Architects. All rights reserved. Reprodu€lion of these plans, tither in whale or in part, including any form
<br />of copying arxllor preparation of derivative works thereof, for any reason without prior wd#en permission, is strl* prohibited.
<br />DSA
<br />File No.: 39-53
<br />IDENTIFICA71ON STAMP
<br />DIV. OF THE STATE ARCHITECT
<br />02-114400 INC. 1
<br />ACS I;L-SsffF
<br />DATE 011 f-
<br />LINC;4LN E.S. - CAFETERIA
<br />CMS WALL CLASSROOM MODERNIZATION
<br />SECURE SUPPORT BRACKET TO WALL
<br />" HILTI KB 3 REFERENCE j INCREMENT 1:CAFETERIA
<br />A F E T E R I /�
<br />WITH 1/2
<br />DETAI
<br />EMMBELDMENTHEET 51.3 FOR MANiTECA UNIFIED SCHOOL DISTRICT
<br />(2 PER SIDE / 4 TOTAL REQUIRED MANTECA gALIFORNIA
<br />PER BRACKET) MECHANICAL -
<br />DETAILS
<br />DUCT RISER 0 WALL
<br />DETAIL IS TO BE PER SMACNA HVAC DUCT
<br />CONSTRUCTION STANDARDS — FIGURE 5--5
<br />DRAWN PROJECT NO.
<br />DW PROJECT
<br />CHECKED DATE,
<br />DW 06-26-15
<br />SCALE SHEET
<br />M6.1.2
<br />
|