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AMENTOGROUP
<br />712nd Avenue, Suite 40
<br />VERT SIDE OR
<br />FLASHING
<br />DESCRIPTION
<br />DETAIL REFERENCES
<br />SOLDERED VERT
<br />OLDEONE-PIEED FINISH
<br />HORN MOCKUP
<br />DRIP RETURN
<br />COMMENTS
<br />Seattle, A 98104
<br />TYP E �/
<br />FLANGE
<br />FLANGE REQUIREMENTS
<br />FLANGE FLANGES
<br />eI`1togr®u®c®
<br />1
<br />HEAD FLASHING @ MISC PENETRATIONS
<br />16A/A5.2; 6D/A5.5
<br />NO MTL-1 4"
<br />VIF 3/4" REQ"D
<br />W/ HEMMED DRIP EDGE & 112" END DAMS, SET IN SLNT-2
<br />HEAD
<br />FLASHINGS
<br />OR
<br />MTL-3
<br />2
<br />"L" BASE METAL FLASHING @
<br />9A,12/A5,1; 17/A5.2;
<br />NO MTL-4 6"
<br />1 1/2" REQ'D
<br />dill HEMMED EDGE; PROVIDE SADDLES #6, 7, 8, 9, 10, 11 & 12- SET IN
<br />9016
<br />HARDSCAPE & BRICK
<br />6B/A5.3
<br />OR
<br />VIF
<br />SL NT 3
<br />RE
<br />ARCHITECCTD
<br />MTL-5
<br />&AuL
<br />3
<br />ST IGHT BASE METAL FLASHING
<br />9B/A5.1
<br />NO MTL-4 5"W/
<br />ST IGHT HEM; SET IN SLAT-3
<br />/
<br />4
<br />"L" BASE METAL FLASHING GRADE
<br />9C/A5.1
<br />NO MTL-4 4"
<br />VIF / - - -
<br />W/O HEMMED EDGE; PROVIDE IN CONJUNCTION W/ MTL WHERE
<br />LISA CLARK MOE
<br />STATE OF WASHINGTON
<br />VARIES
<br />GRADE IS MORE THAN 6" FROM BASE OF SIDING; SHAPE PER DETAIL
<br />TO ACCOM MTL #5
<br />5
<br />"Z" BASE METAL FLASHING @ GRADE
<br />9D/A5.1
<br />NO MTL-4 4"
<br />VIF 1" - -
<br />SHAPE PER DETAIL; W/ HEMMED EDGE; SET IN SLNT-3
<br />6
<br />#2 INT CORNER SADDLE
<br />8A,17/A.2
<br />YES MTL-2 6"
<br />1 1/2" / - 4" 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 />8B,17/A5.2
<br />S MTL-2 6"
<br />1 1/2" / - 4" 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 8
<br />2 SADDLE @ HARDSCAPE TRANSITIONS
<br />8C/A5.2
<br />YES MTL-2 6"
<br />VIF 1 - 4" -
<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 9
<br />#2 SADDLE @ GRADE TO HARDSCAPE
<br />8DIA5.2
<br />YES MTL-2 6"
<br />VIF / VIF 4" -
<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
<br />8E,10/A5.2
<br />YES MTL-2 6"
<br />VIF 2" 4" 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 />a
<br />- - a
<br />project, except with the
<br />12
<br />NOT USED
<br />-
<br />- - -
<br />- - - -
<br />Architect's written permission.
<br />13
<br />"J" METAL @ SID-1 TO CONC
<br />6A/A5.1
<br />NO MTL-4 -
<br />6" - - -
<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 MTL-1 6"
<br />VIF 2" - REQ'D
<br />SHAPE PER DETAIL W/ HEMMED DRIP EDGE
<br />-
<br />15
<br />#14 EXT CORNER SADDLE
<br />13B,17A,C/A5.1
<br />YES MTL-2 6"
<br />VIF 2" - REQ'D
<br />SHAPE PER DETAIL WI DRIP EDGE CLEAT
<br />16
<br />#14 END CAP SADDLE
<br />13C,17B/A5.1
<br />YES MTL-2 6"
<br />VIF 2" - REQ'D
<br />SHAPE PER DETAIL W/ DRIP EDGE CLEAT
<br />GREENS Or
<br />17
<br />NOT USED
<br />-
<br />- -
<br />-
<br />2"
<br />MERRILL CREEK
<br />18
<br />WALKWAY& LANDING DRIP EDGE
<br />8A,D,17G/A5.3;
<br />NO MTL-1 -
<br />4" - RECOMMENDED
<br />WI HEMMED DRIP EDGE; PROVIDE SADDLES @ CORNERS,
<br />FLASHING
<br />1A,1B,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 MTL-1 -
<br />4" 2" RECOMMENDED
<br />W/ STRAIGHT HEM; PROVIDE SADDLES @ CORNERS, TRANSITIONS &
<br />BLDG
<br />TREADS
<br />1C,16,19B,C/A.4
<br />TERMINATIONS
<br />1707 MERRILL CREEK
<br />20
<br />#14 TO #18 SADDLE @ WALL
<br />16,17A/A5.3
<br />YES MTL-2 6"
<br />4" 2" 411 RECOMMENDED
<br />SHAPE PER DETAIL; W/ DRIP EDGE CLEAT
<br />EVE TT, WA 98203
<br />21
<br />#18 OR#19 SADDLE @ BEAM TO WALL
<br />17B/A5.3; 16G/A5.4
<br />YES MTL-2 6"
<br />4" / VIF 2" 4" 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 WIADJ EDGE
<br />WALKWAY&
<br />FLASHING
<br />LANDING 22
<br />#18 & #19 SADDLE @ TOP OF STRINGER
<br />17C/A5.3; 16A/A5.4;
<br />YES MTL-2 -
<br />4" / VIF 2" 4" RECOMMENDED
<br />SHAPE PER DETAIL; PROVIDE END DAM; W/ DRIP EDGE CLEAT &
<br />FLASHINGS
<br />19A/A5.5
<br />STRAIGHT EDGE CLEAT; HEMMED EXPOSED EDGES
<br />STAIR
<br />23
<br />#18 SADDLE @ BEAM TO PLANAR WALL
<br />11,17D/A5.3
<br />YES MTL-2 6"
<br />4" 2" 4" RECOMMENDED
<br />SHAPE PER DETAIL; W/ DRIP EDGE CLEAT
<br />24
<br />#18 & #19 SADDLE @ TOP OF STRINGER
<br />17E/A5.3; 16B/A5.4
<br />YES MTL-2 -
<br />4" / VIF 2" 4" 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
<br />17F/A5.3; 16E/A5.4;
<br />S MTL-2 -
<br />4" / VIF 2 4" 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
<br />17VA5.3
<br />YES MTL-2
<br />4" 2" 4" RECOMMENDED
<br />SHAPE PER DETAIL; W/ DRIP EDGE CLEATS
<br />REPAIR
<br />27
<br />#18 & #19 INT CORNED SADDLE
<br />17J/A5.3;
<br />YES MTL-2 -
<br />41" 2" 4" 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 W/ADJ EDGE FLASHING
<br />MISC 28
<br />STRINGER CAP FLASHING
<br />4/A5.4;19B/A5.5
<br />NO MTL-1 6"
<br />VIF VIF - RECOMMENDED
<br />SHAPE PER DETAIL; W/ HEMMED EDGE & END DAM @ BOTTOM OF
<br />FLASHINGS
<br />STRINGER, PROPERLY LAP W/ MTL #25 @ TOP OF STRINGER,
<br />PROVIDE BLOCKING @ HANDRAIL ATTACHMENT LOCATIONS
<br />WATERPROOFING
<br />- -
<br />FLASHING DETAI
<br />1METAL
<br />SCHEDULE
<br />A0.1
<br />PERMIT SET
<br />METAL NOTES:
<br />METAL FLASHING SCHEDULE NOTES:
<br />10. ALL HEMMED DRIP EDGES SHALL BE CLOSED& CONTINUOUS AROUND
<br />1. REFER TO METAL
<br />FLASHING SCHEDULE ON 1/A0.1 & METAL FLASHING
<br />1. REFER TO DETAILS & SECTION 07 60 00 - FLASHING & SKEET METAL
<br />CORNERS.
<br />PROJECT#: - --
<br />SCHEDULE NOTES ON 3/A0.1.
<br />FOR ADDITIONAL NOTES
<br />& DESCRIPTIONS OF FLASHINGS & METAL,
<br />070042
<br />CONTRACTOR SHALL
<br />THOROUGHLY REVIEW DRAWINGS &
<br />11. VERTICAL DRIP FLANGE DIMENSIONS NOTED ON SCHEDULE DEFINE
<br />--
<br />DRAWN BY:
<br />2. INSTALL METAL FLASHINGS IN ACCORDANCE W/ SMACNA
<br />SPECIFICATIONS FOR
<br />ADDITIONAL METAL FLASHING INFORMATION
<br />VERTICAL FLANGE W/O HEMMED DRIP OR HEMMED FLANGE; HEMMED
<br />AJL, DGS, L
<br />RECOMMENDATIONS.
<br />NOT CONTAINED IN THE
<br />METAL FLASHING SCHEDULE.
<br />DRIP OR HEMMED FLANGE ARE IN ADDITION TO VERTICAL FLANGE
<br />DIMENSION.
<br />CHECKED BY:
<br />9 MNM
<br />3. INSTALL METAL FLASHINGS IN SEQUENCE DENOTED ON DRAWINGS.
<br />2. DESCRIPTIONS OR TITLES
<br />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
<br />OR LONGEST PIECES OF METAL POSSIBLE.
<br />FLASHING NUMBER IS
<br />INDICATOR OF SCHEDULED FLASHING @ EACH
<br />DRAWING SET W/O ASSOCIATED NOTES. PROVIDE FLASHINGS AS
<br />-
<br />LOCATION.
<br />NOTED ON SCHEDULE & PER SHAPE SHOWN ON DRAWINGS.
<br />5. METAL FLASHING FINISHES ARE AS NOTED ON METAL
<br />SCHEDULE.
<br />3. DETAIL REFERENCE COLUMN IN SCHEDULE IS FOR REFERENCE ONLY
<br />13. REF 12/A5.1 FOR STRAIGHT SEAM LAP JOINT W/ BACKER PLATE @
<br />BLDGDEPT:
<br />6. FIELD VERIFY
<br />ALL FLASHING SIZES & DIMENSIONS; ALL
<br />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
<br />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
<br />@ ALL LOCATIONS.
<br />CLARIFICATION.
<br />ALONG LENGTH OF FLASHINGS.
<br />
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