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AMENTOGROUP
<br />VERT
<br />SIDE OR
<br />710 2nd Avenue., Suite 400
<br />FLASHING
<br />O
<br />DESCRIPTION DETAIL REFERENCES
<br />SOLDERED
<br />FINISH
<br />VERT
<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 />HEAD 1
<br />HEAD FLASHING @ MISC PENETRATIONS 16A/A5.2; 6D/A5.5
<br />NO
<br />MTL-1
<br />4"
<br />VIF
<br />3/4"
<br />-
<br />REQ D
<br />ice/ HEMMED DRIP EDGE & 1/2" END DAMS, SET IN SLNT-2
<br />FLASHINGS
<br />OR
<br />MTL-3
<br />2
<br />"L" SASE METAL FLASHING @ 9A,121A5.1; 17/A5.2;
<br />NO
<br />MTL-4
<br />6"
<br />1 1/2" /
<br />-
<br />-
<br />REQ'D
<br />W/ HEMMED EDGE; PROVIDE SADDLES #6, 7, 8, 9, 10, 11 & 125 SET IN
<br />9016
<br />HARDSCAPE BRICK 65IA5.3
<br />OR
<br />VIF
<br />SLNT-3
<br />ARCHTECTD
<br />MTL-5
<br />_
<br />3
<br />STRAIGHT SASE METAL FLASHING 9BIA5.1
<br />NO
<br />MTL-4
<br />5°`
<br />-
<br />-
<br />-
<br />-
<br />W/ STRAIGHT HEM, SET IN SLNT-3
<br />A�
<br />4
<br />"L" SASE METAL FLASHING @ GRADE 9CIA5.1
<br />NO
<br />MTL-4
<br />4"
<br />VIF /
<br />-
<br />-
<br />-
<br />/O HEMMED EDGE; PROVIDE IN CONJUNCTION I/ MTL WHERE
<br />LISA CLARK MOE
<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" SASE FETAL FLASHING @ GRADE 9D/A5.1
<br />NO
<br />MTL-4
<br />4"
<br />VIF
<br />1 °°
<br />-
<br />-
<br />SHAPE PER DETAIL; W1 HEMMED EDGE; SET IN SLNT-3
<br />6
<br />#2 INT CORNER SADDLE 8A,I7/A5.2
<br />YES
<br />MTL-2
<br />6"
<br />1 1/2" /
<br />-
<br />4°'
<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 8B,I7/A5.2
<br />YES
<br />MTL-2
<br />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 />VIF
<br />of the Architect's service. The
<br />SASE
<br />8
<br />#2 SADDLE @ HARDSCAPE TRANSITIONS 8C/A5.2
<br />S
<br />MTL-2
<br />6"
<br />VIF /
<br />-
<br />4"
<br />-
<br />SHAPE PER DETAIL TO ACCOM MTL # 2; // 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 8D/A5.2
<br />YES
<br />MTL-2
<br />6°°
<br />VIF /
<br />VIF
<br />41'
<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 Architect's
<br />10
<br />BRICK CAP SADDLE 8E,IO/A5.2
<br />YES
<br />MTL-2
<br />6"
<br />VIF
<br />2"
<br />4"
<br />RECOMMENDED
<br />SHAPE PER DETAIL TO ACCOM (E) BRICK & METAL; // 1/2" END DAM
<br />documents shall not he 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 with 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 6A/A5.1
<br />NOMTL-4
<br />-
<br />6"
<br />-
<br />-
<br />-
<br />SHAPE PER DETAIL W/ HEMMED EDGE
<br />14
<br />SID-1 THROUGH WALL FLASHING 13A,17A,B,C,DIA5.1
<br />NO
<br />MTL-1
<br />6"
<br />VIF
<br />2"
<br />-
<br />REQ'D
<br />SHAPE PER DETAIL W/ HEMMED DRIP EDGE
<br />15
<br />#14 EXT CORNER SADDLE 13B,17A,C/A5.1
<br />YES
<br />MTL-2
<br />6"
<br />VIF
<br />2"
<br />-
<br />REQ'D
<br />SHAPE PER DETAIL MI/ DRIP EDGE CLEAT
<br />16
<br />#14 END CAP SADDLE 13C,17BfA5.1
<br />YES
<br />MTL-2
<br />6"
<br />VIF
<br />2°'
<br />-
<br />REQ'D
<br />SHAPE PER DETAIL W/ DRIP EDGE CLEAT
<br />GREENS 01-
<br />17
<br />NOT USED -
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />MERRILL
<br />CREEK
<br />18
<br />WALKWAY & LANDING DRIP EDGE 8A,D,17G/A5.31
<br />NO
<br />MTL-1
<br />-
<br />4F6
<br />2"
<br />-
<br />RECOMMENDED
<br />W/ HEMMED DRIP EDGE, PROVIDE SADDLES @ CORNERS,
<br />FLASHING 1A,1 S,16A,S,C,D,E/A5.4
<br />TRANSITIONS & TERMINATIONS
<br />APARTMENTS
<br />19
<br />HEMMED EDGE FLASHING @ STAIR 17H/A5.3;
<br />NO
<br />MTL-1
<br />-
<br />411
<br />2"
<br />-
<br />RECOMMENDED
<br />W/ STRAIGHT HEM; PROVIDE SADDLES @ CORNERS, TRANSITIONS &
<br />BLDG
<br />TREADS 1C,16,19B,C/A5.4
<br />TERMINATIONS
<br />1707 MERRILL CREEK
<br />20
<br />#14 TO #18 SADDLE @ WALL 16,17A/A5.3
<br />YES
<br />MTL-2
<br />6°'
<br />4`°
<br />21°
<br />4"
<br />RECOMMENDED
<br />SHAPE PER DETAIL; W/ DRIP EDGE CLEAT
<br />T
<br />21
<br />#18 OR #19 SADDLE @ SEAM TO WALL 17BIA5.3; 16G/A5.4
<br />YES
<br />MTL-2
<br />611
<br />4" / VIF
<br />2"
<br />RECOMMENDED
<br />SHAPE PER DETAIL; / DRIP EDGE CLEAT @ MTL #18 OR STRAIGHT
<br />EDGE CLEAT@ MTL 19; SIZE HORN FLANGE TO EXTEND BELOW! &
<br />4" PAST STRINGER (WHERE OCCURS) TO LAP W1ADJ EDGE
<br />WALKWAY &
<br />FLASHING
<br />LANDING 22
<br />#18 & #19 SADDLE @ TOP OF STRINGER 17CIA5.3; 16A/A5.4;
<br />YES
<br />MTL-2
<br />-
<br />4" / VIF
<br />2"
<br />4"
<br />RECOMMENDED
<br />SHAPE PER DETAIL; PROVIDE END DAM; // DRIP EDGE CLEAT
<br />FLASHINGS
<br />19A/A5.5
<br />STRAIGHT EDGE CLEAT; HEMMED EXPOSED EDGES
<br />STAIR
<br />23
<br />#18 SADDLE @ SEAM TO PLANAR WALL 11,17D/A5.3
<br />YES
<br />MTL-2
<br />611
<br />4"
<br />2"
<br />4"
<br />RECOMMENDED
<br />SHAPE PER DETAIL; W1 DRIP EDGE CLEAT
<br />24
<br />#18 & #19 SADDLE @ TOP OF STRINGER 17E/A5.3; 16B/A5.4
<br />YES
<br />MTL-2
<br />-
<br />4" / VIF
<br />2"
<br />4"
<br />RECOMMENDED
<br />SHAPE PER DETAIL; W/ DRIP EDGE CLEAT & STRAIGHT EDGE CLEAT;
<br />REMEDIATION
<br />HEMMED EXPOSED EDGES
<br />25
<br />#18 & ##19 SADDLE @ TOP OF STRINGER 17FIA5.3; 16E/A5.4;
<br />YES
<br />MTL-2
<br />-
<br />4" / VIF
<br />2
<br />41'
<br />RECOMMENDED
<br />SHAPE PER DETAIL; W/ DRIP EDGE CLEAT & STRAIGHT EDGE CLEAT;
<br />SCOPE
<br />OF
<br />19B/A5.5
<br />HEMMED EXPOSED EDGES
<br />26
<br />#18 INT CORNER SADDLE 17VA5.3
<br />YES
<br />MTL-2
<br />-
<br />4"
<br />2"
<br />4"
<br />RECOMMENDED
<br />SHAPE PER DETAIL; W/ DRIP EDGE CLEATS
<br />REPAIR
<br />27
<br />#18 & #19 INT CORNER SADDLE 17JIA5.3;
<br />YES
<br />MTL-2
<br />-
<br />4"
<br />2"
<br />4"
<br />RECOMMENDED
<br />SHAPE PER DETAIL; W/ DRIP EDGE CLEAT & STRAIGHT EDGE CLEAT;
<br />16C,D,19A/A5.4
<br />SIZE HORN FLANGE TO EXTEND BELOW & 4" PAST STRINGER
<br />(WHERE OCCURS) TO LAP 1i`IP/ADJ EDGE FLASHING
<br />MISC 28
<br />STRINGER CAP FLASHING 4/A5.4; I 9B/A5.5
<br />NO
<br />MTL-1
<br />6"
<br />VIF
<br />VIF
<br />-
<br />RECOMMENDED
<br />SHAPE PER DETAIL; W/ HEMMED EDGE & END DAM @ BOTTOM OF
<br />FLASHINGS
<br />STRINGER, PROPERLY LAP W1 MTL #25 @ TOP OF STRINGER,
<br />PROVIDE BLOCKING @ HANDRAIL ATTACHMENT LOCATIONS
<br />WATERPROOFING
<br />FLASHING DETAIL
<br />1METAL SCHEDULE_
<br />A0.1
<br />PERMIT SET
<br />METAL DOTES:
<br />METAL FLASHING SCHEDULE NOTES:
<br />10. ALL HEMMED DRIP EDGES SMALL 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 & SKEET METAL
<br />CORNERS.
<br />PROJECTM
<br />SCHEDULE DOTES 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 RIOTED ON SCHEDULE DEFINE
<br />DRAWN BY:
<br />2. INSTALL METAL FLASHINGS IN ACCORDANCE W/ S ACNA
<br />SPECIFICATIONS FOR ADDITIONAL METAL FLASHING INFORMATION
<br />VERTICAL FLANGE W/O HEMMED DRIP OR HEMMED FLANGE; HEMMED
<br />L$ DGS, HLS
<br />RECOMMENDATIONS.
<br />NOT CONTAINED IN THE METAL FLASHING SCHEDULE.
<br />DRIP OR HEMMED FLANGE ARE IN ADDITION TO VERTICAL FLANGE
<br />DIMENSION.
<br />CHECKED BY.
<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 PERMIT SET
<br />4. USE FULL LENGTHS OR LONGEST PIECES OF METAL POSSIBLE.
<br />FLASHING NUMBER IS INDICATOR. OF SCHEDULED FLASHING @ EACH
<br />DRAWING SET /O ASSOCIATED NOTES. PROVIDE FLASHINGS AS
<br />LOCATION.
<br />NOTED ON SCHEDULE & PER SHAPE SHOWN ON DRAWINGS.
<br />e
<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 / SACKER 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 />SACKER PLATES @ ALL LOCATIONS.
<br />CLARIFICATION.
<br />ALONG LENGTH OF FLASHINGS.
<br />8. 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 MATCH
<br />MOCK-UPS ARE RECOMMENDED FOR REVIEW BY ARCH, WHICH ARE TO
<br />SHOWN ON DETAILS.
<br />ADJACENT METAL FLASHINGS, OR AS OTHERWISE DIRECTED BY ARCH.
<br />BE PROVIDED @ THE CONTRACTOR'S DISCRETION. FLASHINGS SHALL
<br />DATE:
<br />1 0-16-2020
<br />BE REVIEWED BY ARCH ON SITE FOR DESIGN INTENT
<br />9. SLOPE HORIZONTAL FLANGES AS REQUIRED TO SHED BOATER 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 W1 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 />MAKE 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 /O A HEM.
<br />HEMMED STRAIGHT EDGES TO CLEAT OVER OTHER FLASHINGS.
<br />PROPERLY PREP OTHER FLASHINGS TO RECEIVE HEMMED EDGES.
<br />2METAL NOTESMETAL
<br />FLASHING SCHEDULENOTES
<br />A0.1
<br />A0.1
<br />
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