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CONSTRUCTION DETAILS FOR RECTANGULAR SHEET METAL DUCTS
<br />MINIMUM METAL GAGES INCHES x 25,4= mm
<br />DZ/ff = 2,63 g/roro
<br />STEEL- U.S.
<br />ALUMINUM
<br />COPPER COLD
<br />DUCT DIMENSION
<br />OF RECTANGULAR
<br />(GAGE)
<br />B,&S INCHES
<br />(GAGE)
<br />ROLLED
<br />(IN INCHES)
<br />PERMISSIBLE GIRTH JOINTS AND LONGITUDINAL SEAMS
<br />0.019 (26) 0.020 (24)
<br />16 oz
<br />UP THROUGH 12
<br />DRIVE SLIP, PLAIN "S" SLIP, OR 1" POCKET LOCK
<br />10'
<br />0.047' (NO, 18 GAGE) GALVANIZED STEEL 2' WIDE
<br />36'
<br />13 THROUGH 18
<br />DRIVE SLIP, PLAIN 'S' SLIP, OR 1' POCKET LOCK
<br />0,05B'(NO,16 GAGE) GALVANIZED STEEL 2' WIDE
<br />HEMMED 'S' SLIP, V BAR SLIP, OR 1' POCKET LOCK ON 5' CENTERS
<br />1 1/8'x1 1/8'x1/8' ANGLE'
<br />40'
<br />1/8' STEEL x 1 1/2'
<br />0.024 (24)
<br />0.025 (22)
<br />24oz
<br />19 THROUGH 30
<br />HEMMED 'S' SLIP, 1' BAR SLIP, OR 1' POCKET LOCK ON 10' CENTERS
<br />2'x2'xl/8' ANGLE'
<br />OVER 60'
<br />3/16' STEEL x 2''
<br />H❑RIZ❑NTAL
<br />WITH 1'xl'xl/8' ANGLE ON CENTER LINE BETWEEN
<br />18'
<br />IN 18' GAGE 2
<br />NONE
<br />SAME GAGE AS GALVANIZED STEEL DUCT, V
<br />HEMMED 'S' SLIP, 1' BAR SLIP, OR 1' POCKET LOCK ON 10' CENTERS
<br />0.024
<br />(24)
<br />10'
<br />WIDE OR (NO. 18 GAGE GALVANIZED STEEL WIRE) ON 10' CENTERS
<br />NONE
<br />WITH CROSS BREAK V STANDING SEAM ON 5' CENTERS
<br />30'
<br />1'x 18' GAGE
<br />4' SLIP
<br />1' BAR SLIP, REINFORCED BAR SLIP, OR POCKET LOCK, ON 5' CENTERS
<br />1' x 1/8' 2
<br />20'
<br />SAME GAGE AS GALVANIZED STEEL DUCT, F
<br />WIDE OR (NO. 8 GAGE GALVANIZED STEEL WIRE) TIED TO 1' GALVANIZED
<br />60'
<br />V BAR SLIP, REINFORCED BAR SLIP, OR POCKET LOCK ON 10'
<br />1 1/4'x 1 1/4' x 1/8'
<br />UP TO 51
<br />18
<br />40'
<br />CENTERS WITH 1'xl'xl/8' ANGLES ON CENTER LINE BETWEEN
<br />BO'
<br />1' x 1/8' 2
<br />OVER 51
<br />31 THROUGH 42
<br />1' STANDING SEAM ON 5' CENTERS
<br />0.030 (22)
<br />0.032 (20)
<br />32 oz
<br />UP TO 61
<br />INSIDE LONGITUDINAL STANDING SEAM WITH 1'x1 1'x1/8'
<br />OF ROUND DUCT
<br />FLANGE
<br />OR SIDE OF
<br />ANGLES ON 5' CENTERS ON EXTERIOR
<br />1 1/2' BAR SLIP, REINFORCED BAR SLIP, OR POCKET LOCK, ON 4' CENTERS
<br />ANGLE
<br />HANGER
<br />36'
<br />1 1/2' x 1 1/2' x 1/6'
<br />1/4' ROUND ROD OR 1' x I' x 1/8' ANGLE
<br />48'
<br />2' x 2 ' x 1/8'
<br />1 1/2' BAR SLIP, REINFORCED BAR SLIP, OR POCKET LOCK, ON 8' CENTERS
<br />60'
<br />2' x 2 ' x 1/8'
<br />5/16' ROUND ROD OR V x V x 1/8' ANGLE
<br />43 THROUGH 54
<br />WITH I 1/2'x1 1/2'x 1/8' ANGLES ON CENTERS LINE BETWEEN
<br />3/8' ROUND ROD DR 1' x 1' x 1/8' ANGLE
<br />1— SPACED VERTICALLY NOT MORE THAN 12 FEET ON CENTERS.
<br />2— SPACED HORIZONTALLY NOT MORE THAN 10 FEET ON CENTERS.
<br />3— SPACED NOT MORE THAN 8 FEET ON CENTERS,
<br />1 1/2' BAR SLIP, REINFORCED BAR SLIP, OR POCKET LOCK, ON 4' CENTERS
<br />STANDING AND SPIRAL.
<br />WITH CROSS BREAK
<br />1 1/2' STANDING STEAM ON 3' CENTERS
<br />0.036 (20)
<br />0.040 (18)
<br />36oz
<br />55 THROUGH 60
<br />INSIDE LONGITUDINAL STANDING SEAM WITH 1 1/2'x1 1/2'x1/B' ANGLES
<br />ON 4' CENTERS ON EXTERIOR
<br />REINFORCED BAR SLIP, ANGLE SLIP, ALTERNATE BAR SLIP, OR ANGLE
<br />REINFORCED POCKET LOCK ON 4' CENTERS USING 1 1/2'x 1 1/2'x 1/8'
<br />ANGLES ON CENTER LINE BETWEEN
<br />REINFORCED BAR SLIP, ANGLE SLIP, ALTERNATE BAR SLIP, OR ANGLE
<br />0,036 (20)
<br />0.040 (18)
<br />36oz
<br />61 THROUGH 84
<br />REINFORCED POCKET LOCK ON 8' CENTERS USING 1 1/2'x 1 1/2'x 1/8'
<br />ANGLES & WITH 1 1/2'xl 1/2'x1/8' ANGLES 2' ON CENTERS IN BETWEEN
<br />1 1/2' ANGLE REINFORCED STANDING SEAM ON 2' CENTERS USING
<br />11/2'x 1 1/2'x 1/8' REINFORCING ANGLES INSIDE LONGITUDINAL STANDING
<br />SEAMS WITH 1 1/2'x 1 1/2'x 1/8' ANGLES ON 2' CENTERS ON EXTERIOR
<br />DUCT SUPPORT FOR SHEET METAL DUCTS
<br />VERTICAL DUCTS
<br />MAXIMUM SIDE
<br />METAL STRAP DR
<br />MAXIMUM
<br />ALUMINUM
<br />OF RECTANGULAR
<br />ANGLE BRACKET
<br />DIAMETER OF
<br />STRAPS
<br />RECTANGULAR DUCT
<br />IN INCHES
<br />ROUND DUCT
<br />GIRTH
<br />24'
<br />1'x1/6'(STRAP)'
<br />10'
<br />0.047' (NO, 18 GAGE) GALVANIZED STEEL 2' WIDE
<br />36'
<br />1'xl'x 1/8'ANGLE'
<br />20'
<br />0,05B'(NO,16 GAGE) GALVANIZED STEEL 2' WIDE
<br />48'
<br />1 1/8'x1 1/8'x1/8' ANGLE'
<br />40'
<br />1/8' STEEL x 1 1/2'
<br />60'
<br />1 1/2'x1 1/2'x1/8' ANGLE'
<br />60'
<br />1/8' STEEL x 21,
<br />OVER 60'
<br />2'x2'xl/8' ANGLE'
<br />OVER 60'
<br />3/16' STEEL x 2''
<br />H❑RIZ❑NTAL
<br />DUCTS
<br />18'
<br />IN 18' GAGE 2
<br />NONE
<br />SAME GAGE AS GALVANIZED STEEL DUCT, V
<br />22
<br />0.024
<br />(24)
<br />10'
<br />WIDE OR (NO. 18 GAGE GALVANIZED STEEL WIRE) ON 10' CENTERS
<br />NONE
<br />OVER 23
<br />UP TO 37
<br />30'
<br />1'x 18' GAGE
<br />4' SLIP
<br />48'
<br />1' x 1/8' 2
<br />20'
<br />SAME GAGE AS GALVANIZED STEEL DUCT, F
<br />WIDE OR (NO. 8 GAGE GALVANIZED STEEL WIRE) TIED TO 1' GALVANIZED
<br />60'
<br />1' x 1/8' 2
<br />1 1/4'x 1 1/4' x 1/8'
<br />UP TO 51
<br />18
<br />40'
<br />STEEL BAND AROUND DUCT ON 10' CENTERS
<br />BO'
<br />1' x 1/8' 2
<br />OVER 51
<br />0.047
<br />H❑RIZ❑NTAL DUCT TRAPEZE TYPE SUPPORT
<br />MAXIMUM DIAMETER
<br />UP TO 61
<br />16
<br />OF ROUND DUCT
<br />FLANGE
<br />OR SIDE OF
<br />HORIZONTAL SUPPORT
<br />RECTANGULAR DUCT
<br />ANGLE
<br />HANGER
<br />36'
<br />1 1/2' x 1 1/2' x 1/6'
<br />1/4' ROUND ROD OR 1' x I' x 1/8' ANGLE
<br />48'
<br />2' x 2 ' x 1/8'
<br />1/4' ROUND ROD OR 1' x 1' x 1/8' ANGLE
<br />60'
<br />2' x 2 ' x 1/8'
<br />5/16' ROUND ROD OR V x V x 1/8' ANGLE
<br />84'
<br />2' x 2 ' x 1/8'
<br />3/8' ROUND ROD DR 1' x 1' x 1/8' ANGLE
<br />1— SPACED VERTICALLY NOT MORE THAN 12 FEET ON CENTERS.
<br />2— SPACED HORIZONTALLY NOT MORE THAN 10 FEET ON CENTERS.
<br />3— SPACED NOT MORE THAN 8 FEET ON CENTERS,
<br />CONSTRUCTION
<br />DETAILS
<br />FOR
<br />ROUND SHEET METAL DUCTS
<br />DUCT DIAMETER
<br />ALUMINUM
<br />STEEL -THICKNESS
<br />NOT USED
<br />MAXIMUM WIDTH
<br />B.& S. GAGE
<br />IN INCHES
<br />GIRTH
<br />JDINTJL
<br />(INCHES)MIN,
<br />PRESSURE<2' W
<br />PRESSURE<2'
<br />WC
<br />GRITH REINFORCEMENT
<br />MAX. SPACDK AND
<br />TYP. OF 4 (ONE PER SIDE) 4X6 BLOCKING W/
<br />ROUND
<br />ROUND
<br />PRESSURE >_2' < 10' WC
<br />ANGLE SIZE
<br />UP TO 9
<br />24
<br />0.019(26)
<br />TRAP FORMED OF
<br />2' SLIP
<br />NONE
<br />UP ER 9 4
<br />24
<br />(26)
<br />4'SLIP
<br />NONE
<br />OVER 14
<br />UP TO 23
<br />22
<br />0.024
<br />(24)
<br />FOOT TO DRAIN.
<br />4' SLIP
<br />NONE
<br />OVER 23
<br />UP TO 37
<br />20
<br />0,030
<br />(22)
<br />4' SLIP
<br />NONE
<br />OVER 37
<br />CONDENSATE DRAIN DETAIL N.T.S.
<br />0,036
<br />1 1/4'x 1 1/4' x 1/8'
<br />1 1/4'x 1 1/4' x 1/8'
<br />UP TO 51
<br />18
<br />(20)
<br />1 FLANGE
<br />ON 72'
<br />OVER 51
<br />0.047
<br />1 1/4'x 1 1/4' x 1/8'
<br />1 1/4'x 1 1/4' x 1/8'
<br />UP TO 61
<br />16
<br />(18)
<br />FLANGE
<br />ON 72'
<br />OVER 61
<br />0,058
<br />1 1/2'x 1 1/2' x 1/8'
<br />1 1/2'x 1 1/2' x 1/8'
<br />UP TO 84
<br />1 14
<br />(16)
<br />FLANGE
<br />ON 48'
<br />1- FOR PRESSURE < 2 INCHES WC (498 Pa), ANY
<br />OF THE FOLLOWING JOINTS
<br />ARE ACCEPTABLEI BUTT SLIP,
<br />PIPE SLIP, PIPE LOCK, ROLL
<br />SLIP, SNAP
<br />SLIP, PLENUM LOCK AND COMPANION FLANGE.
<br />2- ACCEPTABLE
<br />LONGITUDINAL SEAMS FOR
<br />PRESSURE < 2 INCHES WC (498Pa)I ACME (GROOVED), SNAP LOCK,
<br />STANDING AND SPIRAL.
<br />HOOD EXHAUST FAN
<br />MECHANICAL NOTES. UP BLAST. EXHAUST DISCHARGE
<br />SHALL BE DIRECTED UP AND DISCHARGE POINT HOOD
<br />AWAY FROM THE SURFACE OF
<br />1. ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ROOF W/ MIN. 40" ABOVE ROOF
<br />COMPLIANCE WITH THE FOLLOWING CODES AS AMENDED AND ADOPTED PER CMC SECTION 510.8.2.1 1/4" GALVANIZED FLASHING
<br />BY THE INSPECTION AUTHORITY. NOTHING IN THESE PLANS IS TO BE 24" VENTED ROOF CURB z STL. MESH SCREEN
<br />CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES OR TO BE LEVELED MASTIC ALL
<br />OTHERS APPLICABLE TO THIS SUBJECT. W/ FLASHING.
<br />AROUND
<br />A. CALIFORNIA BUILDING CODE 2019 ROOF OPENING #12 TEK SHEET METAL —OPEN —
<br />BLOCKING
<br />B. CALIFORNIA MECHANICAL CODE 2019 SCREWS, 2 PER SIDE
<br />ROOF
<br />C. CALIFORNIA PLUMBING CODE 2019 (EE)) ROOF— PATCH & I I
<br />D. CALIFORNIA ELECTRICAL CODE 2019 REPAIR AS REQUIRED I I ROOF JACK
<br />E. NATIONAL FIRE PROTECTION ASSOCIATION
<br />F. STATE OF CALIFORNIA ENERGY CONSERVATION REGULATION, TITLE 24 I I
<br />2. DRAWINGS INDICATE DIAGRAMMATICALLY THE ARRANGEMENT OF 1/2" TH DED ROD
<br />tl
<br />PRINCIPLE APPARATUS, PIPING, DUCTWORK AND OTHER MATERIAL./
<br />FOLLOW DRAWINGS AS CLOSELY AS POSSIBLE, IN ORDER TO ACHIEVE ME TS A 2"X2°X7/B" TOP CHORD OF
<br />METAL GLE CONNECT TRUSS CONNECT DUCT TO
<br />A NEAT ARRANGEMENT OF PIPING, DUCTWORK, AND EQUIPMENT WHILE TRUSS W 2" OLT W/ NUT
<br />STILL OVERCOMING OBSERVATIONS. AND WASHE JACK W/ #10 TEK SHEET VENT
<br />3. DUCT SHALL BE INSULATED FLEXIBLE DUCTWORK CONTINUOUS INTERNAL 2x6 BLOCKI OFFSET D CT IN FIELD AS METAL SCREWS
<br />LINER BONDED TO GALVANIZED STEEL WIRE HELIX. 1 POUND PER CU.FT. ' I I NEEDE TO LEAR LL CLE U AL
<br />12"x18" OR MEMBER A WALL (LEA NCE
<br />GLASS FIBER INSULATION , 1" THICK WHERE DUCTWORK IS WITHIN THE 10"x15" 16GA EXH US j
<br />BUILDING THERMAL INSULATION ENVELOPE, 1 1/2" THICK WHERE DUCTWORK DUCT W/ 3M FIRE RR R f
<br />IS OUTSIDE THE BUILDING THERMAL INSULATION ENVELOPE. DUCT WRAP 15A UL— 78 f BOF TOUSCHORD
<br />SEAMLESS VAPOR BARRIER JACKET. EACH LENGTH SHALL HAVE A INSTALLED PER ITS LIST G
<br />FACTORY INSTALLED METAL SLEEVE AT EACH END. DUCT SHALL & PER CMC SECTION 507. 3 i I_ ROOF JACK N.T.S.
<br />COMPLY WITH UL -181 AND NEPA 90A & B. _
<br />GENFLEX, LAMBORN OR APPROVED EQUAL, MAX. OF 5' LENGTH. I I
<br />4. ALL BRANCH DUCTS SHALL HAVE BALANCING DAMPERS WITH ACCESSIBLE
<br />LOCKING TYPE QUADRANT. I
<br />MAKE UP AIR DUCT
<br />5. THERMOSTATS SHALL HAVE THE CAPACITY OF TERMINATING ALL
<br />HEATING AT A TEMPERATURE NO MORE THAN 70 F, OF TERMINATING NOTE: INSTALL DRAW BANDS
<br />1/2" THREADED ROD DO NOT CUT ANY ON BOTH ENDS OF
<br />ALL COOLING AT A TEMPERATURE NOT LESS THAN 78 F, AND BE W/ NUTS CONNECTED I I TRUSS MEMBER /j10 WIRE FRO FLEx. DUCT (TYP.)
<br />ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF UP TO 5' TO BRACKET AT HOOD I I STRUCTURE RIGID DUCT
<br />BETWEEN FULL HEATING AND FULL COOLING. (TYP. OF 4) ONE AT EACH CORNER
<br />6. FACTORY ROOF CURB SHALL BE LEVELED. rkAlxl RIGID ELEeow
<br />u—Dr>,r% I,CILIINV _ I I III/
<br />7. ALL EQUIPMENT SHALL COMPLY WITH THE CALIFORNIA ENERGY OR GYP. BD. GREASE FILTER SHALL
<br />COMMISSION STANDARD, AND BE CERTIFIED BY THE MANUFACTURE. BE LISTED BY AN FLEX. FIBERGLASS DUCT
<br />8. THE MECHANICAL CONTRACTOR SHALL PROVIDE THE OWNER COPIES PE MIN. CLEARANCE APPROVED LISTING SIZE AS SHOWN ON PLANS
<br />PER CMC SECTION 50 .2.1 AND TESTING AGENCY
<br />OF OPERATION, MAINTENANCE AND PREVENTATIVE MAINTENANCE STAINLESS STEEL MAKE—UP SMC SEC. 509.2.4 2X BLOCK AT
<br />MANUALS FOR EACH MODEL AND TYPE OF MECHANICAL EQUIPMENT. PLENUM— GYP. BD. CEILING
<br />9. ALL ROOF MOUNTED EQUIP. SHALL BE PERMANENTLY LABELED AS STUD WALL 3xDUCT DIA.(MIN.)
<br />22 GA TYPE S.S. PERFORATED W/ 5/8" GYP. BD. EA.SIDE
<br />TO THE AREA OR SPACE THAT SERVES. COMPENSATING HOOD PANEL L -BRACKET CONNECT HOOD CEILING
<br />10. COORDINATE EXACT LOCATION OF AIR TERMINALS WITH THE LISTED HOODTO WALL
<br />ARCHITECTURAL REFLECTED CEILING PLAN AND STRUCTURAL FRAMING. 6" COOKING STAINLESS STEEL SHEET METAL
<br />MIN. SURFACE I I FLASHING. CADY CLIP- ONE AT \
<br />11. WORKMANSHIP: I I EACH CORNER SURFACE MOUNTED
<br />ALL WORK SHALL BE DONE IN A NEAT AND WORKMAN LIKE MANNER I I STAINLESS STEEL PANEL CEILING DIFFUSER
<br />ACCORDING TO THE BEST TRADE PRACTICE BY THOSE SKILLED IN I ON WALL FULL LENGTH
<br />� OF HOOD & UP TO HOOD 24"x24" DROP—IN MODULE
<br />THE PARTICULAR TRADE. PIPES, FIXTURES, EQUIPMENT, GRILLES, -H--- CEILING DIFFUSER
<br />REGISTERS, ETC., TO BE INSTALLED LEVEL, SQUARE OR CENTERED,
<br />ETC. , TO GIVE A NEAT AND PLEASING APPEARANCE. ALL EQUIPMENT
<br />IS TO BE INSTALLED STRICTLY PER MANUFACTURER'S RECOMMENDATIONS.
<br />GAS CONNECTION
<br />COORDINATE ALL WORK WITH OTHER TRADES. M
<br />-H W/ SHUT—OFF VALVE
<br />12. ELECTRICAL VOLTAGE: 4" MIN. CL, FLEX CONNECTION 2 SUPPLY GRILLE DIFFUSER AIR CONDITIONING CONTRACTOR SHALL CONFIRM ALL SYSTEM s" MAX. TYPICAL N.T.S.
<br />VOLTAGES BEFORE BIDDING AND ORDERING EQUIPMENT. FLOOR
<br />13. THERMOSTATS SHALL BE WHITE ROGERS PROGRAMMABLE T'STAT.
<br />PROVIDE LOW VOLTAGE (24V) WIRING IN CONDUIT BETWEEN COMPONENTS NOTE: DISCONNECT SWITCH
<br />COMPONENTS AND EQUIPMENT OR EQUAL, PROGRAMMABLE T'STAT REFER
<br />1— PROVIDE S.S. PANEL ENCLOSURE AROUND HOOD UP TO CEILING. SCHEDULE
<br />EQUIPMENT
<br />E FOR ROOF
<br />14. ALL SUPPLY GRILLES SHALL BE METAL AIR MODEL 5500-65, 2— REPLACEMENT AIR (MAKE UP AIR) QUANTITY SHALL BE ADEQUATE TO EXHAUST FAN.
<br />PROVIDE OPPOSED BLADE DAMPERS AT GYPSUM BOARD CEILING, PREVENT NEGATIVE PRESSURE IN THE COMMERCIAL COOKING AREA FROM
<br />STANDARD OFF—WHITE FINISH. EXCEEDING 0.02" W.C. PER CMC SEC. 511.3 SECURE FAN TO CURB
<br />15. ALL RETURN GRILLES SHALL BE METAL AIRE SERIES 7550R 5 KITCHEN HOOD WITH 1/4"0 LAG BOLTS.
<br />STANDARD OFF—WHITE FINISH. N.T.S. 2 PER SIDE.
<br />16. SIDEWALL SUPPLY / RETURN GRILLES SHALL BE METAL AIR SERIES
<br />T54 STD OFF—WHITE FINISH.
<br />17. PROVIDE VOLUME DAMPERS AT ALL SUPPLY GRILLES MAKE—UP AIR UNIT FACTORY CURB COLLAR I 1 1 It I I 1 1
<br />18. ALL SUPPLY AND RETURN DUCTS OPENING SHALL BE PROTECTED AND ANCHORED TO ROOF MANUF. ROOF CURB
<br />COVERED WITH PLASTIC DURING CONSTRUCTION CURB 3/4" OVER FLOW DRAIN W/ WEATHER SEAL
<br />19. RETURN AIR FILTERS SHALL HAVE A MINIMUM EFFICIENCY REPORT VALUE 1/2" MAKE UP WATER BY P.C. TO ROOF DRAIN BY P.C.
<br />(MERV) OF 8, BASED ON ASHRAE 52.2-1999
<br />1111.11 �11T (CCT Cone CAITDV nnnD IAAAInnW LEVELED ROOF BACKDRAFT DAMPERI f
<br />UUNU W/FLAJHINU
<br />AND MECHANICAL OUTSIDE AIR INTAKE SEE DETAI 8 ROOF
<br />21. HVAC REFRIGERATION AND FIRE SUPRESSION EQUIPMENT SHALL NOT CONTAIN
<br />CFC AND HALON. \
<br />(E) ROOF SYSTEM SECURE CURB TO ROOF 4x4 6BLOCKING ALL AROUND
<br />PATCH &REPAIR WITH 1/2"0 LAG BOLTS. SECURE BLOCKING AT EACH
<br />AS REQUIRED END WITH "SIMPSON" JOIST
<br />(TYP. OF 1 BOLT PER SIDE) HANGER LUS44 AT ROOF
<br />DUCT — REFER TO TRUSSES
<br />NOTE: PLANS FOR SIZE
<br />1. ALL ROOF OPENNINGS SHALL BE
<br />SUPLY DUCT VIN BETWEEN ROOF FRAME. DO NOT
<br />CUT ANY ROOF FRAMING 31 ROOF MOUNTED EXHAUST FAN
<br />N.T.S.
<br />2. MAINTAIN MIN. 10' CLR. FROM
<br />ANY EXHAUST FANS
<br />1/2"THRU UNIT BASE
<br />INTO
<br />CONTINUOUS SEAL 6 SECTION AT MAKE-UP AIR UNIT
<br />THRU UNIT BASE INTO
<br />ROOFCURB-(2) PER
<br />SIDE
<br />NAIL STRIP WITH ROOF CURB TEE PLUG FOR
<br />RIGID INSULATION BY M.C. CLEANN OUT, TYPICAL
<br />8" HIGH ROOFCURB BY UNIT MFC. FOR ALL CHANGES
<br />CANT STRIP ALL AROUND (EXTENDS ALL AROUND IN DIRECTION.
<br />UNIT PERIMETER)
<br />SHIM LEVEL W/ CONT. TEE W/ OPEN END
<br />4x CUT TO FIT ROOF FOR OVERFLOW, UIJIT
<br />SLOPE BY G C OF BELOW FLOOD LEVEL p�
<br />2 3 0 1 Coffee Road #B ♦ Modesto, CA 95355
<br />Phone: 209 - 408-0674 p edmond@etjarchitect.com
<br />IRCHITECT:
<br />THE DRAWINGS, SPECIFICATIONS, DESIGN AND IDEAS
<br />DESCRIBED HEREIN SHALL REMAIN THE PROPERTY OF
<br />THE ARCHITECT AND NO PART THEREOF CAN BE COPIED,
<br />DUPLICATED, DISCLOSED TO OTHERS OR USED IN
<br />CONNECTION WITH ANY WORK OR PROJECT OTHER THAN
<br />THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN
<br />PREPARED AND DEVELOPED WITHOUT EXPRESS WRITTEN
<br />PERMISSION OF THE ARCHITECT.
<br />EDMOND T. JACOBS ARCHITECT COPYRIGHT 2022
<br />:ONSULTANT:
<br />PROJECT ADDRESS:
<br />MANTECA FOOD
<br />TENANT IMPROVEMENT
<br />KITCHEN
<br />& MEAT AREA
<br />REMODEL
<br />441 N. MAIN ST.
<br />MANTECA, CA 95336
<br />CLIENT:
<br />MR. EMAD MCIHSEN
<br />447 N. MAIN STREET
<br />MANTECA, CA 95336
<br />DATE: MARCH 11, 2022
<br />DRAWN: ETJ
<br />FILE: 331-21-M 1 -MECHANICAL
<br />PROJECT NO: 329-21
<br />PERMIT NO:
<br />DESCRIPTION:
<br />MECHANICAL NOTES
<br />& DETAILS
<br />SHEET NO.
<br />M-1
<br />- TOP CHORD
<br />TPO ROOF — TRUSS
<br />OF CONDENSATE PAN.
<br />NOT USED
<br />PATCH AS REQUIRED
<br />3"
<br />3/4" DIA.xl2"L LAG BOLT
<br />TYP. OF 4 (ONE PER SIDE) 4X6 BLOCKING W/
<br />SIMPSON HU416 HANGER
<br />TRAP FORMED OF
<br />LONG RADIUS ELBOWS
<br />SLOPE 1/8" PER
<br />FOOT TO DRAIN.
<br />SEE PLAN FOR CONTINUATION
<br />8
<br />1 MANUFACTURED CURB
<br />7
<br />CONDENSATE DRAIN DETAIL N.T.S.
<br />4
<br />2 3 0 1 Coffee Road #B ♦ Modesto, CA 95355
<br />Phone: 209 - 408-0674 p edmond@etjarchitect.com
<br />IRCHITECT:
<br />THE DRAWINGS, SPECIFICATIONS, DESIGN AND IDEAS
<br />DESCRIBED HEREIN SHALL REMAIN THE PROPERTY OF
<br />THE ARCHITECT AND NO PART THEREOF CAN BE COPIED,
<br />DUPLICATED, DISCLOSED TO OTHERS OR USED IN
<br />CONNECTION WITH ANY WORK OR PROJECT OTHER THAN
<br />THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN
<br />PREPARED AND DEVELOPED WITHOUT EXPRESS WRITTEN
<br />PERMISSION OF THE ARCHITECT.
<br />EDMOND T. JACOBS ARCHITECT COPYRIGHT 2022
<br />:ONSULTANT:
<br />PROJECT ADDRESS:
<br />MANTECA FOOD
<br />TENANT IMPROVEMENT
<br />KITCHEN
<br />& MEAT AREA
<br />REMODEL
<br />441 N. MAIN ST.
<br />MANTECA, CA 95336
<br />CLIENT:
<br />MR. EMAD MCIHSEN
<br />447 N. MAIN STREET
<br />MANTECA, CA 95336
<br />DATE: MARCH 11, 2022
<br />DRAWN: ETJ
<br />FILE: 331-21-M 1 -MECHANICAL
<br />PROJECT NO: 329-21
<br />PERMIT NO:
<br />DESCRIPTION:
<br />MECHANICAL NOTES
<br />& DETAILS
<br />SHEET NO.
<br />M-1
<br />
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