|
AMENTOGROUP
<br />VERT
<br />SIDE OR
<br />AVCnU1e , Suite 400
<br />FLASHING
<br />DESCRIPTION
<br />DETAIL REFERENCES
<br />SOLDERED
<br />VERT
<br />FINISH
<br />HORIZ
<br />DRIP
<br />RETURN
<br />MOCKUP
<br />COMMENTS
<br />Seattle, WA 98104
<br />TYPE
<br />ONE-PIECE
<br />FLANGE
<br />FLANGE
<br />REQUIREMENTS
<br />FLANGE
<br />FLANGES
<br />amentogroup.com
<br />1
<br />HEAD FLASHING @ MISC PENETRATIONS
<br />16A/A5.2, 6D/A5.5
<br />NO
<br />MTL-1 4"
<br />VIF
<br />3/4"
<br />-
<br />REQ'D
<br />W/ HEMMED DRIP EDGE & 1/2" END DAMS, SET IN SLNT 2
<br />HEAD
<br />OR
<br />FLASHINGS
<br />MTL-3
<br />2
<br />"L" SASE METAL FLASHING @
<br />9A,12/A5.1, 17/A5.21
<br />NO
<br />MTL-4 611
<br />1 1/2" /
<br />_
<br />-
<br />REQ°D
<br />W/ HEMMED EDGE, PROVIDE SADDLES 6, 7, 3, 9, 10, 11 & 12; SET IN
<br />9016
<br />HARDSCAPE & BRICK
<br />6B/A5.3
<br />OR
<br />VIF
<br />SLNT 3
<br />REGISTERED
<br />ARCHITECT
<br />MTL-5
<br />r !l
<br />3
<br />SS TRAIGHT BASE METAL FLASHING
<br />9B/A5.1
<br />NO
<br />MTL-4 5"
<br />_
<br />_
<br />_
<br />-
<br />W1 STRAIGHT HEM; SET IN SLNT-3
<br />4
<br />"L" BASE METAL FLASHING @ GRADE
<br />9C/A5.1
<br />NO
<br />MTL-4 4"
<br />VIF
<br />WIO HEMMED EDGE; PROVIDE IN CONJUNCTION / MTL WHERE
<br />LISA CLARK N40E
<br />STATE OF WASHINGTON
<br />VARIES
<br />GRADE IS MORE THAN 6" FROM SASE OF SIDING; SHAPE PER DETAIL
<br />TO ACCOM MTL #5
<br />5
<br />"Z" BASE METAL FLASHING @ GRADE
<br />9D/A5.1
<br />NO
<br />MTL-4 4"
<br />VIF
<br />1"
<br />-
<br />-
<br />SHAPE PER DETAIL; W/ HEMMED EDGE; SET IN SLNT-3
<br />6
<br />#2 INT CORNER SADDLE
<br />3A,17/A5.2
<br />YES
<br />MTL-2 6"
<br />1 1/2" /
<br />-
<br />410
<br />RECOMMENDED
<br />SHAPE PER DETAIL TO ACCOM MTL # 2; W/ HEMMED EXPOSED
<br />The documents created by the
<br />VIF
<br />EDGES
<br />Architect and its Consultants
<br />7
<br />2 EXT CORNER SADDLE
<br />3B,17/A5.2
<br />S
<br />MTL-2 6"
<br />1 1/2" /
<br />-
<br />4'°
<br />RECOMMENDED
<br />SHAPE PER DETAIL TO ACCOM MTL # 2
<br />for this project are instruments
<br />SIDING,
<br />VIF
<br />of the Architect's service. The
<br />BASE &
<br />3
<br />#2 SADDLE @ HARDSCAPE TRANSITIONS
<br />3C/A5.2
<br />YES
<br />MTL-2 6"
<br />VIF /
<br />-
<br />4°°
<br />-
<br />SHAPE PER DETAIL TO ACCOM MTL # 2; W/ HEMMED EXPOSED
<br />Architect retains all common
<br />TRANSITION
<br />VARIES
<br />EDGES
<br />law, statutory and other
<br />FLASHINGS
<br />9
<br />#2 SADDLE @ GRADE TO HARDSCAPE
<br />6D/A5.2
<br />YES
<br />MTL-2 6"
<br />VIF /
<br />VIF
<br />4"
<br />-
<br />SHAPE PER DETAIL TO ACCOM MTL # 2; W/ HEMMED EXPOSED
<br />reserved rights, including the
<br />TRANSITION
<br />VARIES
<br />EDGES
<br />copyright. The Architects .
<br />10
<br />BRICK CAP SADDLE
<br />3E,10/A5.2
<br />YES
<br />MTL-2 6"
<br />VIF
<br />2"
<br />4"
<br />RECOMMENDED
<br />SHAPE PER DETAIL TO ACCOM (E) BRICK & METAL; W/ 1/2" END DAM
<br />documents shall not be used
<br />& HEMMED EXPOSED EDGES
<br />by anyone on any other
<br />11
<br />NOT USED
<br />-
<br />_
<br />_ _
<br />_
<br />-
<br />-
<br />_
<br />project, except Wth the
<br />12
<br />NOT USED
<br />-
<br />-
<br />- -
<br />-
<br />-
<br />-
<br />-
<br />Architect's written permission.
<br />13
<br />"J" METAL @ SID-1 TO CONC
<br />6A/A5.1
<br />NO
<br />MTL-4 -
<br />6'°
<br />-
<br />-
<br />-
<br />SHAPE PER DETAIL W/ HEMMED EDGE
<br />14
<br />SID-1 THROUGH WALL FLASHING
<br />13A,17A,B,C,D/A5.1
<br />NO
<br />MTL-1 6"
<br />VIF
<br />2"
<br />-
<br />REQ'D
<br />SHAPE PER DETAIL W/ HEMMED DRIP EDGE
<br />15
<br />#14 EXT CORNER SADDLE
<br />13B,17A,C/A5.1
<br />YES
<br />MTL-2 6"
<br />VIF
<br />2"
<br />-
<br />REQ'D
<br />SHAPE PER DETAIL W/ DRIP EDGE CLEAT
<br />16
<br />#14 END CAP SADDLE
<br />13C,17B/A5.1
<br />YES
<br />MTL-2 6"
<br />VIF
<br />2"
<br />-
<br />REQ'D
<br />SHAPE PER DETAIL W/ DRIP EDGE CLEAT
<br />GREENS OF
<br />17
<br />NOT USED
<br />-
<br />-
<br />- -
<br />-
<br />-
<br />-
<br />-
<br />MERRILL CREEK
<br />13
<br />WALKWAY& LANDING DRIP EDGE
<br />8A,D,1 'G/A5.3;
<br />NO
<br />MTL-1 -
<br />4oa
<br />210
<br />-
<br />RECOMMENDED
<br />W/ HEMMED DRIP EDGE; PROVIDE SADDLES @ CORNERS,
<br />FLASHING
<br />1A,1 B,16A,B,C,D,E/A5.4
<br />TRANSITIONS & TERMINATIONS
<br />APARTMENTS
<br />19
<br />HEMMED EDGE FLASHING @ STAIR
<br />17H/A5.3;
<br />NO
<br />MTL-1 -
<br />4"
<br />2"
<br />-
<br />RECOMMENDED
<br />W/ STRAIGHT HEM; PROVIDE SADDLES @ CORNERS, TRANS71ONS &
<br />BLD
<br />TREADS
<br />1C,16,19B,C/A5.4
<br />TERMINATIONS
<br />1707 MERRILL CREEK PKWY
<br />20
<br />#14 TO #13 SADDLE @ WALL
<br />16,17A/A5.3
<br />YES
<br />MTL-2 6"
<br />4"
<br />2'0
<br />4"
<br />RECOMMENDED
<br />SHAPE PER DETAIL, W/ DRIP EDGE CLEAT
<br />EVERETT, WA 3
<br />21
<br />#13 OR #19 SADDLE @ BEAM TO WALL
<br />17B/A5.3; 16G/A5.4
<br />YES
<br />MTL-2 6"
<br />4" / VIF
<br />21'
<br />4"
<br />RECOMMENDED
<br />SHAPE PER DETAIL; W/ DRIP EDGE CLEAT @ MTL #18 OR STRAIGHT
<br />EDGE CLEAT @ MTL #19; SIZE HORIZ FLANGE TO EXTEND BELOW &
<br />4" PAST STRINGER (WHERE OCCURS) TO LAP W/ ADJ EDGE
<br />WALKWAY &
<br />FLASHING
<br />LANDING
<br />22
<br />#18 & #19 SADDLE @ TOP OF STRINGER
<br />17C/A5.3, 16A/A5.4,
<br />YES
<br />MTL-2 -
<br />4" /VIF
<br />281
<br />4°'
<br />RECOMMENDED
<br />SHAPE PER DETAIL, PROVIDE END DAM, W/ GRIP EDGE CLEAT
<br />FLASHINGS
<br />19A/A5.5
<br />STRAIGHT EDGE CLEAT, HEMMED EXPOSED EDGES
<br />STAIR
<br />23
<br />#13 SADDLE @ BEAMTO PLANAR WALL
<br />11,17D/A5.3
<br />S
<br />MTL-2 6"
<br />4"
<br />2"
<br />4'°
<br />RECOMMENDED
<br />SHAPE PER DETAIL; W/ DRIP EDGE CLEAT
<br />24
<br />#13 & #19 SADDLE @ TOP OF STRINGER
<br />17E/A5.3; 16B/A5.4
<br />YES
<br />MTL-2 -
<br />4" / VIF
<br />2°'
<br />411
<br />RECOMMENDED
<br />SHAPE PER DETAIL, W/ DRIP EDGE CLEAT & STRAIGHT EDGE CLEAT;
<br />REMEDIATION
<br />HEMMED EXPOSED EDGES
<br />25
<br />##13 & #19 SADDLE @ TOP OF STRINGER
<br />17F/A5.3; 16E/A5.4;
<br />YES
<br />MTL-2 -
<br />4" / VIF
<br />2
<br />4ao
<br />RECOMMENDED
<br />SHAPE PER DETAIL; W/ DRIP EDGE CLEAT & STRAIGHT EDGE CLEAT;
<br />SCOPE OF
<br />19B/A5.5
<br />HEMMED EXPOSED EDGES
<br />26
<br />#13 INT CORNER SADDLE
<br />17VA5.3
<br />YES
<br />MTL-2 -
<br />4"
<br />2d1
<br />4"
<br />RECOMMENDED
<br />SHAPE PER DETAIL; W/ DRIP EDGE CLEATS
<br />REPAIR
<br />27
<br />##13 & #19 INT CORNER SADDLE
<br />17J/A5.3;
<br />YES
<br />MTL-2 -
<br />4"
<br />4"
<br />RECOMMENDED
<br />SHAPE PER DETAIL; W/ DRIP EDGE CLEAT & STRAIGHT EDGE CLEAT;
<br />16C,D,19A/A5.4
<br />SIZE HORIZ FLANGE TO EXTEND BELOW & 4" PAST STRINGER
<br />�WHERE OCCURS TO LAP lip!/ADJ EDGE FLASHING
<br />23
<br />STRINGER CAP FLASHING
<br />4/A5.4;19B/A5.5
<br />NO
<br />MTL-1 6"
<br />VIF
<br />VIF
<br />-
<br />RECOMMENDED
<br />SHAPE PER DETAIL; W/ HEMMED EDGE & END DAM @ BOTTOM OF
<br />MISC
<br />STRINGER; PROPERLY LAP W/ MTL 25 @ TOP OF STRINGER;
<br />FLASI-IINGS
<br />PROVIDE BLOCKING @ HANDRAIL ATTACHMENT LOCATIONS
<br />WATERPROOFING
<br />_
<br />FLASHING DETAILS
<br />1METAL SCHEDULE
<br />A0.1
<br />PERMIT SET
<br />FETAL NOTES:
<br />FETAL FLASHING SCHEDULE NOTES:
<br />10. ALL HEMMED DRIP EDGES SHALL BE CLOSED & CONTINUOUS AROUND
<br />1. REFER TO METAL FLASHING SCHEDULE ON 1/A0.1 & METAL FLASHING
<br />1. REFER TO DETAILS & SECTION 07 60 00 - FLASHING & SHEET METAL
<br />CORNERS.
<br />PROJECT #:
<br />SCHEDULE NOTES ON 3/A0.1.
<br />FOR ADDITIONAL NOTES & DESCRIPTIONS OF FLASHINGS & METAL.
<br />070042
<br />CONTRACTOR SHALL THOROUGHLY REVIEW DRAWINGS &
<br />11. VERTICAL DRIP FLANGE DIMENSIONS NOTED ON SCHEDULE DEFINE
<br />DRAWN BY:
<br />2. INSTALL METAL FLASHINGS IN ACCORDANCE W/ SMACNA
<br />SPECIFICATIONS FOR ADDITIONAL METAL FLASHING INFORMATION
<br />VERTICAL FLANGE W/O HEMMED DRIP OR HEMMED FLANGE; HEMMED
<br />AJL, DGS, HLS
<br />RECOMMENDATIONS.
<br />NOT CONTAINED IN THE METAL FLASHING SCHEDULE.
<br />DRIP OR HEMMED FLANGE ARE IN ADDITION TO VERTICAL FLANGE
<br />CHECKED BY.
<br />DIMENSION.
<br />MFV, MNM
<br />3. INSTALL METAL FLASHINGS IN SEQUENCE DENOTED ON DRAWINGS.
<br />2. DESCRIPTIONS OR TITLES OF METAL FLASHING IN SCHEDULE MAY NOT
<br />EXACTLY MATCH FLASHING DESCRIPTION IN DETAILS. METAL
<br />12. METAL SCHEDULE NUMBERS MAY BE REFERENCED THROUGHOUT
<br />REVISIONS:
<br />10-16-2020 PER IT SET
<br />4. USE FULL LENGTHS OR LONGEST PIECES OF METAL POSSIBLE.
<br />FLASHING NUMBER IS INDICATOR OF SCHEDULED FLASHING @ EACH
<br />DRAWING SET W/O ASSOCIATED NOTES. PROVIDE FLASHINGS AS
<br />LOCATION.
<br />NOTED ON SCHEDULE & PER SHAPE SHOWN ON DRAWINGS.
<br />5. METAL FLASHING FINISHES ARE AS NOTED ON METAL SCHEDULE.
<br />3. DETAIL REFERENCE COLUMN IN SCHEDULE IS FOR REFERENCE ONLY
<br />13. REF 12/A5.1 FOR STRAIGHT SEAM LAP JOINT / BACKER PLATE @
<br />BLDGDEPT:
<br />6. FIELD VERIFY ALL FLASHING SIZES & DIMENSIONS; ALL FLASHINGS SHALL
<br />& IS NOT A COMPLETE LIST OF ALL ASSOCIATED WATERPROOFING
<br />EXPANSION JOINT METAL. THIS DETAIL APPLIES AS THE CONCEPT FOR
<br />FIT TIGHT & TRUE TO SUBSTRATE, UNO.
<br />DETAILS.
<br />ALL OTHER METAL FLAT SEAM LAP JOINTS. PROVIDE BACKER PLATES
<br />ALL STRAIGHT SEAM LAP JOINTS @ ALL METAL.
<br />7. ALL METAL FLASHING IS TO HAVE MINIMUM 4" FLAT SEAM OVERLAPS, UNO.
<br />4. FLASHING DIMENSIONS ARE AS NOTED ON SCHEDULE, UNO IN
<br />FULLY SEAL PER SPECIFICATIONS. PROVIDE 4" FLAT SEAM OVERLAPS @
<br />DETAILS. IF DISCREPANCIES ARISE, CONTACT ARCH FOR DIRECTION &
<br />14. CLEATS SHALL BE 24 GAUGE. PROVIDE CLEATS CONTINUOUSLY
<br />BACKER PLATES @ ALL LOCATIONS.
<br />CLARIFICATION.
<br />ALONG LENGTH OF FLASHINGS.
<br />3. SET ALL METAL IN SEALANT WHERE TYPICAL & NECESSARY IN ORDER TO
<br />5. IF METAL FLASHINGS REQUIRE END DAMS, END CAPS & SOLDERED
<br />15.MOCK-UPS: PROVIDE MOCK-UPS AS REQUIRED BY SCHEDULE. SOME
<br />CREATE WATERTIGHT ASSEMBLIES. SET FLASHINGS IN SEALANT WHERE
<br />FLASHINGS, EXPOSED FLASHINGS MUST BE FINISHED TO MATCHMOCK-UPS
<br />ARE RECOMMENDED FOR REVIEW BY ARCH, WHICH ARE TO
<br />SHOWN ON DETAILS.
<br />ADJACENT METAL FLASHINGS, OR AS OTHERWISE DIRECTED BY ARCH. BE PROVIDED @ THE CONTRACTORS DISCRETION. FLASHINGS SHALL
<br />DATE: ®1 6-2020
<br />BE REVIEWED BY ARCH ON SITE FOR DESIGN INTENT &
<br />9. SLOPE HORIZONTAL FLANGES AS REQUIRED TO SHED WATER PER DETAILS.
<br />6. SOLDER METAL FLASHING CORNERS & JOINTS AS NOTED IN DETAILS & COORDINATION.
<br />SHEET TITLE:
<br />SPECIFICATIONS. INSTALL FULLY SOLDERED ONE-PIECE INTERIOR
<br />10. ISOLATE ALL METAL FLASHINGS FROM EXTERIOR SHEATHING W/ MINIMUM
<br />EXTERIOR CORNERS @ ALL FLASHING TRANSITIONS, UNO.
<br />16. @ SELECT INTERFACES, TRANSITIONS OR TIGHT LOCATIONS,
<br />ONE LAYER OF TARGET WRB. WRB SHALL NOT RESIDE MORE THAN 4
<br />CONTRACTOR CAN ELECT TO COMBINE (SOLDER) METAL FLASHINGS
<br />ABOVE METAL FLASHINGS.
<br />7. ALL METAL FLASHING IS 24 GAUGE, UNO.
<br />TO BE ONE-PIECE IN LIEU OF MULTIPLE PIECE FLASHINGS. IF A
<br />SCHEDULE
<br />FLASHING IS SHOWN AS ONE-PIECE & THE CONTRACTOR PREFERS TO
<br />11. FILL OR GRIND CONCRETE @ METAL FLASHINGS SET IN SEALANT @
<br />8. ALL VERTICAL DRIP FLANGES ARE TO BE HEMMED, UNO IN THE
<br />FAKE THE FLASHING MULTIPLE PIECES, COORDINATE W/ ARCH.
<br />CONCRETE, AS NEEDED TO CREATE COMPLETE SEAL @ INTERFACE.
<br />COMMENTS SECTION OF THE SCHEDULE.
<br />17. SADDLES W/ CLEATED EDGES TYPICALLY RESIDE BELOW OTHER
<br />BUILDING TYPE:
<br />12. FINISHED METAL FLASHINGS SHALL BE AESTHETICALLY PLEASING, ALIGN,
<br />9. PROVIDE A DRIP EDGE CLEAT @ ALL SADDLES AS NOTED IN THE
<br />FLASHINGS. HOWEVER, WHERE SADDLES RESIDE OVER OTHER
<br />FORM TIGHT SEAMS & MEET REQUIREMENTS IN SECTION 07 60 00 -
<br />COMMENTS SECTION OF THE SCHEDULE. A DRIP EDGE CLEAT IS A
<br />FLASHINGS OR SADDLES, SADDLES SHALL HAVE HEMMED DRIP OR
<br />SHEET#:
<br />FLASHING & SHEET METAL.
<br />DRIP EDGE W/O A HEM.
<br />HEMMED STRAIGHT EDGES TO CLEAT OVER OTHER FLASHINGS.
<br />PROPERLY PREP OTHER FLASHINGS TO RECEIVE HEMMED EDGES.
<br />r2_- TES
<br />3 METAL FLASHING SCHEDULE NOTES
<br />AON
<br />1
<br />A0,1
<br />A0.1
<br />
|