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1. DUCTWORK, SEE PLAN FOR SIZE AND ROUTING 1. RECTANGULAR OR ROUND DUCT. SEE PLAN FOR SIZE. (TYP) 1. OUTDOOR UNIT, SEE
<br /> 2. 2-1/2" WIDE x 12 GA. S.M. STRAP WITH MIN. 3" FLANGE, TYP. 1. PURLIN, SEE METAL BUILDING DRAWINGS 2. 2" WIDE x 18 GA. SHEET METAL STRAP, FOLD OVER ENDS, SECURE TO SCHEDULE.
<br /> 3. MASON INDUSTRIES SEISMIC SOLID BRACE SWIVEL ANCHOR 2. 2x12 DOUG FIR SUPPORT 71DENICATION STAMP
<br /> 2. B-LINE B22 CHANNEL, ATTACH TO MIN. (2) ZEE PURLINS WITH 3/8"0 NUTS CHANNEL W/ 3/8'0 BOLT AND CHANNEL NUT AT EACH END. RAIL, SHAPE FOR ROOF rAPP.
<br /> E STATE ARCHITECT4. B-LINE B22 CHANNEL, SECURE TO SEISMIC BRACE ANCHOR WITH NUTS, WASHERS AND CHANNEL NUTS T,P _ O WITH AND WASHER 3. (B-LINE) B22 CHANNEL, ( ) SLOPE. 17806 INC: 3
<br /> 6. 3/8"0 NUT AND WAOSDHER, TOP AND BOTTOM. TROD CLAMPS, PROVIDE ADDITIONAL ROD CLAMPS PER MFR RECOMMENDATIONS 3. L 1-1/2%1-1/2"00 GA.x2" CLIP 1/8" FILLET WELD TO ROOF BEAMS 4. (B-LINE) B280FL CHANNEL POST BASE, (TYP)
<br /> 7. B-LINE 83224-3/8 HANGER ADJUSTER, ATTACH TO ANGLE CLIP WITH 3/8"0 NUTS AND WASHER OR TRUSSES AT MOD LINES EA. SIDE 5. 1/2"0 BOLT WITH WASHER & NUT, THRU CHANNEL AT 24" O.C., SILICONE SEAL 3. (4) 3/8Aa LAG SCREW INTO 3 REVIEWED FOR
<br /> 8. 2"x2%1/4" ANGLE CLIP, SECURE TO CHANNEL WITH NUT, WASHER AND CHANNEL NUT 4. 2"x2"x1/4" ANGLE CLIP, SECURE TO CHANNEL WITH NUT, WASHER AND PENETRATIONS WATERTIGHT. WOOD NAILER (ONE EACH SS p FLS Q ACS❑
<br /> ; ;
<br /> CORNER), SILICONE SEAL 6
<br /> 9. PURLIN, SEE STRUCTURAL DRAWINGS CHANNEL NUT 6. (4) 3/8"0 BOLT AND CHANNEL NUT PER ANGLE, (TYP) PENETRATION WATERTIGHT. DATE: 03/03/2020
<br /> 10. ROOF BEAMS OR TRUSSES AT MOD LINES 5. B-LINE B22 CHANNEL, SECURE TO SEISMIC BRACE ANCHOR WITH NUTS, 7. (B-LINE) B115 FOUR HOLE ANGLE FITTING, (TYP) 4. CANT STRIP, TYP. ff
<br /> WASHERS AND CHANNEL NUTS 8. CANT STRIP.
<br /> 6. 12 GA WIRE, TYP 4 9. #12 SM SCREW AT 8" O.C., MIN. 2 PER SIDE. 5. 5/8"o ALL THREAD ROD W/
<br /> 5
<br /> 7. (4) TIGHT TURNS WITHIN 1-1/2", TYP AT EACH END 10. worm I FVFI INC. RI (1( 'KINC; NUT AND WASHER EACH 4
<br /> 10 8. HANGING BRACKET BY FAN COIL MFR 1 1. STL. ROOF PURLIN OR BLK'G. TYP. SEE STRUCTURAL DRAWINGS END (2 PER SIDE). 2
<br /> 9. FLEXIBLE CONNECTOR, TYP 6. SHEET METAL CAP.
<br /> " 12. 3/8 RIBBED NEOPRENE PAD BETWEEN UNISTRUT AND DUCTWORK
<br /> 10. 3/8"248 THREADED ROD WITH UNITSTRUT P1000T ROD STIFFENER WITH 13. RnnF nFCK 7 STL. ROOF PURLIN OR BLK'G.
<br /> 8 3/8"o CAP SCREWS & UNISTRUT P2485 @ 10" O.C. MAX. OVER 14. 10 GA. GALVANIZED CHANNEL TYP. SEE STRUCTURAL
<br /> -'' 9 LENGTH OF ROD, TYP 4 15. #12 SM SCREW AT 8" O.C., MIN. 2 PER SIDE DRAWINGS
<br /> I !
<br /> 11. 3"x2"x2" WIDE x 16 GA. ANGLE, TYP II
<br /> 7 � 12. LOCKNUT, TYP
<br /> 13. DRAIN PAN
<br /> LU
<br /> 6
<br /> 8
<br /> 1 1 1 2 n Q
<br /> 94
<br /> o°
<br /> 7 SEISMIC BRACING PLAN (�
<br /> 4 w
<br /> 0
<br /> o
<br /> 1 1± 3 4 3 NTS
<br /> HP OUTDOOR UNIT MOUNTING 1
<br /> 6 15 rw�
<br /> 2 3 U v
<br /> 2 5 10 n
<br /> ><< W
<br /> NOTE: 6 9 12 1. INDOOR UNIT, SEE SCHEDULE
<br /> A. INSTALL SEISMIC BRACING IN ACCORDANCE WITH SMACNA "SEISMIC RESTRAINT MANUAL - 6 - 4 2. MOUNTING BRACKET SUPPLIED
<br /> 6 GUIDELINES FOR MECHANICAL SYSTEMS". 1 L- (0 WITH INDOOR UNIT
<br /> B. SEISMIC SUPPORT TO BE PER SMACNA STANDARDS; MAX SPACING AT 30 FT O.C. FOR 1± 7 10 5 3. 3/8"x3" LAG SCREW 1-1/2" MIN n a
<br /> 2 TRANSVERSE DUCT SUPPORT, AND MAX SPACING AT 60 FT O.C. FOR LONGITUDINAL DUCT 7 11 PENETRATION, (TYP)(4 TOTAL).
<br /> 2 Q
<br /> SUPPORT. x Q 8 4. 4x4 BLOCKING, SECURE TO WALL
<br /> C. INSTALL SEISMIC HANGERS AND SUPPORTS WITHIN 2 FT OF EACH ELBOW AND WITHIN 4 FT 14 FRAMING WITH A34 HANGER AT V--1
<br /> OF EACH BRANCH INTERSECTION. 8 12 TOP & BOTTOM OF EACH END 4 O V^I o
<br /> D. ATTACH SEISMIC BRACING AT ROOF BEAMS. I--I
<br /> / >'
<br /> INTERMEDIATE DUCT SUPPORT SEISMIC DUCT SUPPORT 1-1 2 MIN.
<br /> FC f-1
<br /> 3" MIN. x
<br /> TYP RECTANGULAR DUCT SUPPORT (PARALLEL) NTS
<br /> s g 3
<br /> Q a
<br /> 5 W O
<br /> 13 1 13 I� Z
<br /> 1. DUCTWORK, SEE PLAN FOR SIZE AND ROUTING 1+_ 11 NOTE: 4
<br /> 2. 2-1/2" WIDE x 12 GA. S.M. STRAP WITH MIN. 3"x2" HIGH FLANGE LA 11 1 . INSTALL INDOOR UNIT PER 1 ~ Z on
<br /> 3. MASON INDUSTRIES SEISMIC SOLID BRACE SWIVEL ANCHOR
<br /> 4. B-LINE B22 CHANNEL, SECURE TO SEISMIC BRACE ANCHOR WITH NUTS, WASHERS AND CHANNEL NUTS MANUFACTURER'S
<br /> 5. 3/8"0 THREADED ROD WITH MIN. (3) SEISMIC ROD CLAMPS, PROVIDE ADDITIONAL ROD CLAMPS PER MFR RECOMMENDATIONS RECOMMENDATIONS. PROVIDE
<br /> BRACING FLAN NOTE: ADDITIONAL BLOCKING AND
<br /> 6. 3/8"0 NUT AND WASHER, TOP AND BOTTOM. TYP.
<br /> 1. SUPPORTS AT 8'-0" O.C. MAX. AND WITHIN 1'-0" FROM HARDWARE WHERE REQUIRED BY
<br /> 7. B-LINE 83224-3/8 HANGER ADJUSTER, ATTACH TO ANGLE CLIP WITH 3/8"0 NUTS AND WASHER o
<br /> 8. 2"x2"x1/4" ANGLE CLIP, SECURE TO CHANNEL WITH NUT, WASHER AND CHANNEL NUT ENDS. MANUFACTURER. F--i
<br /> 9. PURLIN, SEE STRUCTURAL DRAWINGS T \ F--i
<br /> 10. ROOF BEAMS OR TRUSSES AT MOD LINES V
<br /> w
<br /> 10 MEQSA04B,,-' NTS NTS MI NTS � °
<br /> FAN COIL MOUNTING DETAIL 6 DUCT SUPPORT ON ROOFcj INDOOR UNIT MOUNTING (WALL MOUNT) 2
<br /> ,- o
<br /> 7 1. DUCTWORK, SEE PLAN FOR SIZE AND ROUTING 1. (L OF ELBOW RADIUS MINIMUM 150%
<br /> 6 2. 2-1/2" WIDE x 12 GA. S.M. STRAP WITH MIN. 3" FLANGE, TYP. OF DUCT DIAMETER. 41
<br /> ` 3. MASON INDUSTRIES SEISMIC SOLID BRACE SWIVEL ANCHOR
<br /> 8 .'rte 2. SUPPORT W/(4) 1-1/2 x 24 GA
<br /> 4. B-LINE B22 CHANNEL, SECURE TO SEISMIC BRACE ANCHOR WITH NUTS, WASHERS AND CHANNEL NUTS
<br /> 5. 3/8"0 THREADED ROD WITH MIN. (3) SEISMIC ROD CLAMPS, PROVIDE ADDITIONAL ROD CLAMPS PER MFR RECOMMENDATIONS 1 �� SHEET METAL STRAPS. SECURE
<br /> 9 y `� 6 7 STRAPS TO PLENUM & STRUCTURE
<br /> 6. 3/8"0 NUT AND WASHER, TOP AND BOTTOM. TYP. i
<br /> 7 5 \` 7. B-LINE 83224-3/8 HANGER ADJUSTER, ATTACH TO ANGLE CLIP WITH 3/8"0 NUTS AND WASHER ABOVE.
<br /> ` 6 8. 2"x2"x1/4" ANGLE CLIP, SECURE TO CHANNEL WITH NUT, WASHER AND CHANNEL NUT 2 �� 3. (BRANCH SIZE + 2") X (NECK SIZE
<br /> 4 9. B-LINE B22 CHANNEL, ATTACH TO MIN. (2) ZEE PURLINS WITH 3/8"0 NUTS AND WASHER +2")
<br /> SEISMIC BRACING PLAN 0 10. PURLIN, SEE STRUCTURAL DRAWINGS 4. CUSHIONHEAD BOX WITH MINIMUM 1"
<br /> 1 11. ROOF BEAM OR TRUSSES AT MOD LINES O �� ACOUSTIC LINING.
<br /> 3 10 1 5. 2x WOOD BLOCKING OR NAILER.
<br /> 4 i 6. METAL SLEEVE OR SPIN-IN FITTING.
<br /> 6 - 10 1 11 7. INSULATED FLEXIBLE AIR DUCT, SEE
<br /> 1\/1+ 2 - -_____- _- _-T] J 8. TRANSITION MECHANICAL(AS REQUIRED).SIZE.PLAN FOR
<br /> 6" MIN 9. AIR CONTROL GRID SET AT 90' TO
<br /> " 8 8 AIR STREAM OR PLANE OF ELBOW.
<br /> NOTE: 5 g (WHERE APPLICABLE)
<br /> A. INSTALL SEISMIC BRACING IN ACCORDANCE WITH SMACNA "SEISMIC RESTRAINT MANUAL - g ° 9 10. REGISTER SCREW, SECURE PER
<br /> GUIDELINES FOR MECHANICAL SYSTEMS". 5 1 DIFFUSER MNFG. REQUIREMENTS.
<br /> QO2 B. SEISMIC SUPPORT TO BE PER SMACNA STANDARDS; MAX SPACING AT 30 FT O.C. FOR 1 7 SURFACE LAY-IN 11. TYPICAL SQUARE NECK SUPPLY,
<br /> TRANSVERSE DUCT SUPPORT, AND MAX SPACING AT 60 FT O.C. FOR LONGITUDINAL DUCT 9 6 `
<br /> SUPPORT. 7 5 � 10 1 1 12 RETURN OR EXHAUST AIR DIFFUSER.
<br /> C. INSTALL SEISMIC HANGERS AND SUPPORTS WITHIN 2 FT OF EACH ELBOW AND WITHIN 4 FT C. FINISHED CEILING, SEE ARCH.
<br /> OF EACH BRANCH INTERSECTION. NOTES: DRAWINGS.
<br /> D. ATTACH SEISMIC BRACING AT ROOF BEAMS. \ 1 1. WHERE FULL 150% C RADIUS IS NOT POSSIBLE. THE CUSHIONHEAD IS REQ'D. MEEHLEIS
<br /> 2. VERIFY CEILING TYPE, PROVIDE APPROPRIATE DIFFUSER FRAME & INSTALLATION.
<br /> INTERMEDIATE DUCT SUPPORT SEISMIC DUCT SUPPORT 1 SEISMIC BRACING PLAN 4 BUILDINGS, INC.
<br /> `� MODULAR
<br /> 1(_ A DESIGN BUILD
<br /> TYP ROUND DUCT SUPPORT (PARALLEL) NTS 1 O 1 3 DIFFUSER/GRILLE INSTALLATION NTS 3 COMPANY
<br /> 6 1303 E. LODI AVE.
<br /> LODI, CA. 95240
<br /> 6 2
<br /> NOTE: (209) 334-4637
<br /> A. INSTALL SEISMIC BRACING IN ACCORDANCE WITH SMACNA "SEISMIC RESTRAINT MANUAL - 1. PURLIN, SEE METAL BUILDING DRAWINGS CA. LIC. NO. 473488
<br /> 1. ROOF MOUNTED EXHAUST FAN. 1. PHP BASE RAIL. 2 GUIDELINES FOR MECHANICAL SYSTEMS". 2. B-LINE B22 CHANNEL, ATTACH TO MIN. (2) ZEE PURLINS WITH 3/8"0 NUTS AND WASHER NV. LIC. NO. 37887
<br /> 1 2. 2" x 1/4" CONTINUOUS 2. PHP HOLD DOWN, 16 GA B. SEISM
<br /> TRA SIVERSE DU TC SUPPORT TSSUPPORT,O BE RANDAMAX SPACING AT 60MAX
<br /> FTPOCI. FOR LONGITUDNALODUCT 3. L 1-1/2"x1-1/2"x10 GA.x2" CLIP 1/8" WELD TO DECK EA. SIDE
<br /> DENSE NEOPRENE SPONGE STEEL, 6" WIDE, TYP. 24" SUPPORT. 4. 3/8"0 THREADED ROD WITH UNISTRUT P1000T CHANNEL STIFFENER, TYP 4 AT EACH
<br /> GASKET O.C. ON LONG SIDES AND C. INSTALL SEISMIC HANGERS AND SUPPORTS WITHIN 2 FT OF EACH ELBOW AND WITHIN 4 FT CORNER. PROVIDE CHANNEL WITH 3/8"0 BOLTS AT 10" MAX O.C.
<br /> 3. 1/4" DIA. SHT MTL SCREW, 12" O.C. ON SHORT SIDES. UNIT CASING OF EACH BRANCH INTERSECTION. 5. 12 GA TAUT WIRE, TYP 4, (4) TIGHT TURNS WITH 1-1/2", TYP AT EACH END
<br /> (2) EACH SIDE 3. 26 GA GALV. SM COUNTER 1 D. ATTACH SEISMIC BRACING AT ROOF BEAMS. 6. 3"x2"x2" WIDE 16 GA. ANGLE, TYP
<br /> 4. FLASHING FLASHING. 7. HANGER BRACKET PROVIDED BY FAN MANUFACTURER
<br /> 5. FACTORY CURB. 4. SECURE HOLD DOWNS TO 7INTERMEDIATE DUCT SUPPORT SEISMIC DUCT SUPPORT 8. LOCKNUT, TYP
<br /> 6. MASTIC SEAL BOLT HEAD AC UNIT BASE RAIL WITH 4 9. CEILING CASSETTE AC UNIT, SEE SCHEDULES
<br /> 2 7. MASTIC SEAL ALL AROUND (4) #12 x 3/4" SM 10. L 1-1/2"0-1/2"00 GA.x2" CLIP 1/8" WELDED TO ROOF BEAM OR TRUSSES.
<br /> 3 4 8. 3/8"0 BOLT w/ NUT AND SCREWS, (2) INTO CURB TYP RECTANGULAR DUCT SUPPORT (PERPENDICULAR) NTS 11. 5. B-LINE AND CHANNEL NUTS
<br /> CHANNEL, SECURE TO SEISMIC BRACE ANCHOR WITH NUTS, WASHERS
<br /> LOCK WASHER AND (2) INTO BASE RAIL,
<br /> 9. PURLIN, COORINDATE TYP.
<br /> 5 6 LOCATIONS AND ORIENTATION 5. PHP CURB. 16 GA.
<br /> 6 6. RIGID INSULATION ALL 6 2 1
<br /> w/ PRE-FAB MTL BUILDING
<br /> MFGR AROUND.
<br /> 8 10. METAL ROOF, SEE ARCH DWGS 7. NEOPRENE GASKET ALL 1. DUCTWORK, SEE PLAN FOR SIZE AND ROUTING
<br /> 11 . BACKDRAFT DAMPER AROUND. 3 2. 2-1/2" WIDE x 12 GA. S.M. STRAP WITH MIN. 3"x2" HIGH FLANGE
<br /> 8. PLYWOOD ROOF DECK. 2" 5 3. MASON INDUSTRIES SEISMIC SOLID BRACE SWIVEL ANCHOR 10
<br /> 9. STRUCTURAL, CURB TO 12 4. B-LINE B22 CHANNEL, SECURE TO SEISMIC BRACE ANCHOR WITH NUTS, WASHERS AND CHANNEL NUTS
<br /> 9 10 MATCH ROOF PROFILE. 10 11 5. 3/8"0 THREADED ROD WITH MIN. (3) SEISMIC ROD CLAMPS, PROVIDE ADDITIONAL ROD CLAMPS PER MFR RECOMMENDATIONS
<br /> 10. 3/8"o BOLT WITH NUT AND 6. 3/8"0 NUT AND WASHER, TOP AND BOTTOM. TYP. 3
<br /> LOCK WASHER AT 24 O.C., -- 7. B-LINE 83224-3/8 HANGER ADJUSTER, ATTACH TO ANGLE CLIP WITH 3/8"0 NUTS AND WASHER II
<br /> 11 MIN. 2 EACH SIDE AND 8" 8. 2"x2"0/4" ANGLE CLIP, SECURE TO CHANNEL WITH NUT, WASHER AND CHANNEL NUT
<br /> FROM END, TYP. 9. B-LINE B22 CHANNEL, ATTACH TO MIN. (2) ZEE PURLINS WITH 3/8"0 NUTS AND WASHER 2 11
<br /> 11. 2" THICK X 3 LB DENSITY FIBERGLASS 10. PURLIN, SEE STRUCTURAL DRAWINGS 10 4
<br /> INSULATION BOARD COVER ROOF INSIDE 11. ROOF BEAM OR TRUSSES AT MOD LINES 5
<br /> DRAWN: AT
<br /> MExRF02A NTS CURB 8 10
<br /> 11 1 + I I
<br /> 12. CANT STRIP 1- I CHECKED: JD
<br /> ROOF EXHAUST FAN MOUNTING 12 9 -''��
<br /> 75 LBS MAX 6 REVISIONS:
<br /> 8 01/03/20 DSA CORRECTIONS
<br /> 7 5 7
<br /> NOTE: 9 8 9 6 9
<br /> 1. PROVIDE TAPERED CURBS TO MATCH ROOF SLOPE AND MAINTAIN 7
<br /> LEVEL INSTALLATION OF ROOFTOP EQUIPMENT. SEE ARCHITECTURAL SEISMIC BRACING PLAN
<br /> DRAWINGS FOR ROOF SLOPE(S).
<br /> 2. SEE STRUCTURAL ROOF FRAMING PLANS FOR REQUIRED FRAMING
<br /> AROUND UNITS. 4 6 1+_ 1 DATE MAY 13, 2019
<br /> 6 SEISMIC BRACING PLAN °
<br /> 1 JOB NO. 19720
<br /> PHP MOUNTING ON ROOF NTS 3 1 1 1 NTS SHEET TITLE
<br /> 1�± CASSETTE INDOOR UNIT MOUNTING 4
<br /> NOTE: MECHANICAL
<br /> 2 A. INSTALL SEISMIC BRACING IN ACCORDANCE WITH SMACNA "SEISMIC RESTRAINT MANUAL -
<br /> GUIDELINES FOR MECHANICAL SYSTEMS". DETAILS
<br /> B. SEISMIC SUPPORT TO BE PER SMACNA STANDARDS; MAX SPACING AT 30 FT O.C. FOR
<br /> TRANSVERSE DUCT SUPPORT, AND MAX SPACING AT 60 FT O.C. FOR LONGITUDINAL DUCT
<br /> SUPPORT.
<br /> C. INSTALL SEISMIC HANGERS AND SUPPORTS WITHIN 2 FT OF EACH ELBOW AND WITHIN 4 FT
<br /> OF EACH BRANCH INTERSECTION.
<br /> D. ATTACH SEISMIC BRACING AT ROOF BEAMS.
<br /> INTERMEDIATE DUCT SUPPORT SEISMIC DUCT SUPPORT MEP Et FS / Sustainability / CxA o0,oFESS/O�y SHEET NO.
<br /> NTS 1209 Pleasant Grove Blvd.
<br /> TYP ROUND DUCT SUPPORT (PERPENDICULAR) 8 Roseville, CA 95678
<br /> p 916-771-0778 __M, 46 M -0 , 3
<br /> R . -31
<br /> CONSULTING www.lpengineers.com `s�q HAN\CP���F
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<br /> 1 92305_MO_3 (Mech Details).dwg 01/30/20 2:1 1 :44pm Ashton
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