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D8
<br />AO
<br />20'-l"
<br />TRUSS UPRIGHT
<br />18'-10"
<br />TRUSS UPRIGHT
<br />THERMAL BREAK ALUM.
<br />WINDOW FRAME
<br />SOLID SURFACE STOOL
<br />WITH 1-1/2" x 3/4" NOSE
<br />WALL SECTION
<br />H 1 SCALE: 3/4" = V-0"
<br />TAPERED ROOF INSULATION
<br />OVER 5/8" PLYWOOD DECKING
<br />WRAP ROOF MEMBRANE
<br />- DOWN SIDE FRAMING
<br /># WRAP FRAMING IN BRAKE
<br />METAL w/ DRIP EDGE
<br />SIDE FRAMING / BLOCKING
<br />I PER A2 / 8102
<br />...............................
<br />TRUSS MEMBER PER
<br />FRAMING PLAN
<br />VENTED SOFFIT PANELS, FASTENED t23'-0" T/ BLOCKING
<br />NV
<br />TO BTM OF TRUSS @MAIN ENTRY
<br />HIPARAPET
<br />CANOPY SECTION
<br />SCALE: 3/4" = V-0"
<br />D8
<br />3 vH
<br />/0' A401
<br />B5
<br />5101
<br />SHEATHING TO
<br />EXTEND TO TO TI
<br />OF CORNICE CAF
<br />NON CORROSIVE
<br />NEOPRENE WASI
<br />@ 12" O.C.
<br />CONTINUOUS 2xl
<br />H2.5 TIE @ 32" 0.1
<br />EXTENDED CAP
<br />FRAMING, TYPIC/
<br />LIGHT FIXTURE SI
<br />PER ELEVATIONS
<br />WRAP MEMBRANI
<br />OVER TOP BLOCK
<br />DOWN FACE, LINE
<br />METAL FLASHING
<br />EIFS BOARD @ Sl
<br />TRANSITION
<br />UP TO 18A 0" AFF,
<br />HrrKUVHL rrvUK i U
<br />FABRICATION AND DELIVERY
<br />R-5 FSK BATT. INSUL. DEPTH
<br />OF TRUSS VERTICAL
<br />t2'-0" OVERALL, TYPICAL
<br />PARAPET TOP
<br />SCALE :1 1(2" = V-0"
<br />18'-1"
<br />T/ TRUSS UPRIGHT
<br />INSTALL CLIP @ TOP & BTM
<br />OF EACH PIER EDGE STUD;
<br />NAIL INTO BLOCKING BTWN
<br />WALL FRAMING STUDS
<br />FSK FACED R5 MINIMUM <
<br />BATT INSULATION TAPED
<br />TO TRUSS MEMBERS AND
<br />DRYWALL, TYPICAL.
<br />DRAPE DOWN OVER
<br />FURRING WALL AND RIGID
<br />INSULATION, TYPICAL.
<br />DOUBLE 2x8 TOP PLATE -
<br />ANCHORED INTO C.M.U.
<br />w/ 1/2" 0 HEX HEAD
<br />ANCHOR w/ 5"
<br />EMBEDMENT @ 24" O.C.
<br />AS AN OPTION, ANCHORS
<br />FOR DBL PLATES MAY BE
<br />1/2" 0 THREADED ROD w/
<br />4" 1/2" EMBEDMENT w/
<br />HIL-HY70 ADHESIVE
<br />TH10A CLIP @ EACH EN6,
<br />TYP FOR ALL EXCEPT
<br />GIRDER TRUSS; ANCHOR
<br />PER TRUSS MFGR
<br />SPECS. MAX UPLIFT
<br />1015#S.
<br />15/8" METAL FURRING —
<br />STRIPS @ 16" O.C. TPE
<br />@ EXT. WALLS U.N.O.
<br />SEE SHEET Al03 FOR
<br />WALL SUBSTRATES &
<br />FIRE BLOCKING REQ'MTS
<br />5/8" GYP BD INSTALL UP
<br />TO TRUSS BEARING.
<br />8" C.M.U., TYP @ EXT. —
<br />WALLS U.N.O.
<br />4" C.M.U. @ PIERS
<br />1/2" CDX PLYWD OVER
<br />BLOCKING w/ SPACER ON 2xl2
<br />CONT.1x6; SET TOP HIGHER THAN
<br />T/ BLOCKING FOR COPING PITCH
<br />CONTINUOUS 2x12
<br />FASTEN COPING OVER CONT.
<br />CLEAT OVER ROOF MEMBRANE.
<br />BRAKE METAL TRIM w/ DRIP @ BTM
<br />OVER J-SHAPE TRIM ON 2xl2
<br />VENTED SOFFIT PANELS
<br />PREFINISHED BRAKE METAL
<br />TRIM w/ DRIP
<br />EIFS DENTIL BEYOND
<br />4" EIFS OVER PLYWOOD
<br />PER TYPICAL
<br />BACKER ROD & SEALANT w/
<br />WEEPS PER EIFS MFGR
<br />STUCCO
<br />'low
<br />.....................
<br />t18'-10" T/ BLOCKING
<br />NV TYPICAL PARAPET
<br />D8
<br />18-1
<br />,.....:
<br />A401 T/ TRUSS UPRIGHT
<br />2x6 TRUSS EXTENSION TO
<br />=�- BE INTEGRAL PART OF
<br />ROOF TRUSS AS PER MFG�
<br />4" EIFS, TYPICAL
<br />r
<br />DRIP EDGE @ BTM OF
<br />EIFS w/ FLASHING
<br />FR MFGR, TYPICAL
<br />ANCHOR BOLTS
<br />SHALL HAVE
<br />2"x2"016" PLATE
<br />WASHERS, TYP.
<br />PROVIDE CONTROL JOINT IN
<br />STONE AT CHANGE IN
<br />SUBSTRATE
<br />TRUSS SPAN SHALL BE 1"
<br />SHORTER THAN OUT TO
<br />OUT OF C.M.U.. FACE OF
<br />SHEATHING SHALL BE
<br />HLUSH WITH OUTSIDE
<br />FACE OF C.M.U.
<br />LINTEL SEE FR'G PLAN
<br />H1
<br />4101
<br />5/8" DRYWALL RETURN;
<br />SEAL FULL PERIMETER
<br />THERMAL BREAK ALUM. WINDOW
<br />FRAME PER SHEET Al04
<br />�— MFGR'D STONE
<br />VENEER ON PIER
<br />SOLID SURFACE STOOL
<br />WITH 1-1/2" x 3/4" NOSE
<br />TYPICAL WALL CONSTRUCTION
<br />FROM INSIDE WALL:
<br />• 5/8" GYP BD
<br />• 15/8" FURRING STUDS
<br />• 1 1/2" CONTINUOUS R-13.5
<br />RIGID INSULATION
<br />8" C.M.U.
<br />EXTEND JOINT
<br />REINF. INTO 4" PIERS
<br />i @ ALL REINF.
<br />LAYERS (16" O.C.), ............
<br />0'-0"
<br />T/ SLAB
<br />............
<br />�— EXTEND 4" CMU PILASTERS
<br />TO FOOTING, TYPICAL
<br />1
<br />WALL SHEATHING OR C.M.U. AS
<br />APPLICABLE
<br />AIR INFILTRATION BARRIER,
<br />FULL HEIGHT OF WALL.
<br />I FINISH COAT OVER BASE
<br />COAT & REINF. MESH
<br />FASTEN EIFS SYSTEM DRAINAGE
<br />TRACK TO SHEATHING OVER AIR
<br />BARRIER LAP & BASE FLASHING.
<br />EIFS INSULATION BOARD
<br />LAP AIR INFILTRATION
<br />SEALANT BED UNDER
<br />BARRIER OVERTOP EDGES OF
<br />} FLASHING @ SILL.
<br />W.R.B. & BASE FLASHING. AIR o,
<br />BARRIER MUST BE INSTALLED
<br />1
<br />FULL HEIGHT wl UPPER
<br />SHEETS LAPPED OVER TOP
<br />EDGE OF LOWER SHEETS.
<br />ONE LAYER W.R.B. TO EXTEND
<br />ABOVE STONE AS SHOWN.
<br />BASE FLASHING TO BE INSTALLED
<br />BEHIND AIR BARRIER LAP @ TOP OF °- a
<br />STONE / SILL. WHERE SILL IS NOT
<br />PRESENT, PROVIDE DRIP EDGE.
<br />TYPICAL.
<br />SILL WHERE SHOWN ON
<br />ELEVATIONS
<br />STONE VENEER AND MORTAR BED €
<br />PER G8l A402 @ SHEATHING ° a
<br />TRANSITION DETAIL
<br />ENO SCALE
<br />ONE LAYER WEATHER
<br />RESISTIVE BARRIER. INSTALL
<br />IN TWO SECTIONS: STOP a,
<br />LOWER PORTION BEHIND SILL
<br />FLASHING. LAP BOTTOM OF
<br />UPPER PORTION OVER SILL
<br />FLASHING.
<br />1100, BASE FLASHING @ TOP OF SILL
<br />C.M.U. SUBSTRATE
<br />AIR INFILTRATION BARRIER, p
<br />FULL HEIGHT.
<br />SILL SUPPORT ANGLE PER a a
<br />....................................... t20'-10" TI BLK'G H4 / A401 L 4
<br />MV �L- - -------- - ---
<br />HIGH PARAPET STONE VENEER PER G8 / A401 I
<br />@ REAR
<br />LL�LU
<br />i
<br />t18'-10" T/ BLOCKING
<br />CM
<br />w a
<br />TYPICAL PARAPET
<br />o w =
<br />A401
<br />18' 1°
<br />Z
<br />'
<br />T/ PARAPET BEYOND
<br />SEE ELEVATIONS ON
<br />_
<br />SHEET A201 FOR
<br />w
<br />SIGNAGE
<br />REQUIREMENTS
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<br />CONTINUE THERMAL
<br />BATTS MIN 12" ABOVE
<br />ZL
<br />ROOF INSUL, TYP.
<br />2'.0"
<br />o
<br />METAL FLASHIN(
<br />CONTROL JOINT
<br />PROVIDE 2x8 BLK'G
<br />EIFS BOARD @ S
<br />ALIGNED WITH
<br />_._ __..
<br />BTWN TRUSSES; NAIL
<br />TRANSITION
<br />ROOF DECK
<br />_.........:..........:...._>...
<br />..................... ...................4,.-........
<br />,....;..,.w ••, m ...::x::::;:::::>:..............................
<br />��..m.,• ,:.r�: :..�r::ms«..,,�»,w
<br />.......
<br />ROOF DECK TO 2x8
<br />TRUSS SPA(•t,SHALL BE 1"
<br />SHORTER TJNA N OUT TO
<br />OUT OF C.M.�,, FACE OF
<br />SHEATHING Ski. BE
<br />HLUSH WITH OP�1 SIDE
<br />FACE OF C.M.U.`; 'a
<br />10'-3"
<br />TRUSS BEARING:
<br />CONTROL JOINT
<br />ALIGNED w/ STRUCt.';
<br />SYSTEM CHANGE <..
<br />B5 <f
<br />8'-0"
<br />HEAD R.O.
<br />8�
<br />CONT. 2x4s NAILED TO TOP
<br />CHORD OF TRUSSES
<br />END WALL TRUSSES
<br />PER 'MANU�ACTURER�
<br />l J r,
<br />..
<br />TRUSS CLIP PER TRUSS
<br />TYPES, SHEET S102
<br />CEILING HT AND MATL
<br />PER CEILING PLAN
<br />�— INSTALL JAMB & HEAD
<br />FLASHINGS AT ALL
<br />WINDOWS; SEAL
<br />3 f......,.. U,,,
<br />2"x2"xl"x /18"THICK
<br />ANGLES @ 16" O.0
<br />10# SCREW w/ 2"
<br />PENETRATION MIN.
<br />TYPICAL MFGR'D STONE
<br />SILL AND SUPPORT BEHIND STONE VENEER, INSTALL ONE
<br />3' 2" T/SILL LAYER WEATHER RESISTIVE BARRIER
<br />TYPICAL U.N.O. (W.R.B.) OVER AIR INFILTRATION BARRIER
<br />& C.M.0 OR SHEATHING
<br />WINDOW TYPES
<br />EXTEND WINDOW BASE
<br />FLASHING OUT OVER ¢ GALVANIZED SELF -FURRING LATH OVER
<br />SILL; SEAL BELOW S r DBL W.R.B., ANCHORED INTO C.M.U. wl
<br />LUMIN 1" PENETRATION
<br />him NOTE: WRAP SILL FLASHING oo
<br />OVER WINDOW ROUGH w MORTAR BED w/ DEPTH PER
<br />OPENING & BEHIND STONE MFGR'S INSTRUCTIONS
<br />SILL, TYPICAL °° CONCEALED FLASHING & DRIP
<br />EDGE @ WALL BASE
<br />G8 TYPICAL STONE
<br />y 401 ATTACHMENT
<br />MFGR'D STONE STONE BACK-UP
<br />0'-0" VENEER PER DETAIL
<br />T/ SLAB v SCALE :1 1/2" = V-0"
<br />VERTICAL WALL REINFORCEMENT
<br />cHAI I LAP w/ BARS DOWELED INTO
<br />FOOTING; SEE FOUNDATION
<br />SECTIONS, TYPICAL.
<br />WALL SECTION SECTION @ PIER WALL SECTION
<br />H2 SCALE: 3/4" =1'-0" H 3 SCALE: 3/4" = V-0" H 4 SCALE: 3/4" =1'-0"
<br />I--------------------------------------------------------------------------------
<br />NOTE: SECTIONS ABOVE INDICATE TYPICAL (NON -SHEAR WALL) FASTENING FOR WALL SHEATHING. SEE SHEAR WALL DIAGRAMS ON SHEET S102 FOR SHEATHING FASTENING AT SHEAR WALLS.
<br />L------------------------------------------------------------------------------�
<br />TRUSS SPAN SHALL BE 1"
<br />SHORTER THAN OUT TO
<br />OUT OF C.M.U. FACE OF
<br />SHEATHING SHALL BE
<br />FLUSH WITH OUTSIDE
<br />FACE OF C.M.U.
<br />10'-3"
<br />T/ TRUSS BEARING
<br />DRAPE FSK DOWN OVER
<br />FURRING WALL AND RIGID
<br />INSULATION, TYP.
<br />8" C.M.U. TYPICAL BELOW
<br />10'-0" AFF U.N.O.
<br />VERTICAL BARS CENTERED
<br />IN GROUTED CORES AS
<br />PER FRAMING PLAN
<br />CD
<br />z
<br />W
<br />m
<br />co
<br />Cn
<br />WALL FINISH OVER
<br />SUBSTRATE OVER
<br />— FURRING STUDS OVER o
<br />CONTINUOUS
<br />INSULATION. SEE A103
<br />FOR SUBSTRATES AND
<br />FINISHES, TYP.
<br />3'-2" T/ SILL
<br />3Y TYPICAL U.N.O.
<br />CHORD w/ ELEVATIONS
<br />ON SHEET A201
<br />E6 TYPICAL BARRIER
<br />A401 TRANSITION
<br />MFGR'D STONE
<br />VENEER PER DETAIL
<br />HORIZ JOINT REINF.
<br />@ 16" O.C., TYPICAL
<br />WALL SECTION
<br />H 5 SCALE :3/4" = V-0"
<br />A
<br />TRANSITION DETAIL
<br />E6 NO SCALE
<br />t2'-0112" OVERALL, TYPICAL
<br />V-8"
<br />'OP
<br />T w/
<br />TALL PIER DETAIL
<br />F8 SCALE :1 1/2" =1'-0"
<br />3 COAT STUCCO SYSTEM OVER ONE
<br />LAYER WEATHER RESISTIVE BARRIER
<br />(W.R.B.) OVER AIR INFILTRATION BARRIER
<br />& C.M.0 SUBSTATE AS SHOWN OR
<br />SHEATHING
<br />FASTENER
<br />HORIZONTAL & VERTICAL STUCCO
<br />CONTROL JOINT, TYPICAL.
<br />SEE ELEVATIONS FOR C.J. LOCATIONS
<br />FASTENER
<br />NOTE:
<br />W.R.B. SHALL BE CONTINUOUS
<br />BEHIND CONTROL JOINT(S) WHERE
<br />STUCCO SYSTEM HAS W.R.B.
<br />STUCCO DETAIL
<br />H" SCALE: 3" = V-0"
<br />DETAIL
<br />H7 SCALE: 3" = V-0"
<br />DFFIT PANEL
<br />" WIDE DECORATIVE
<br />I.F.S. BRACKET(S)
<br />I.F.S. FRIEZE BOARD, INSTALL
<br />RAINAGE MEMBRANE BEHIND
<br />TAINLESS STEEL FLASHING W(
<br />RIP EDGE, TYPICAL
<br />EALANT, TYPICAL
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<br />All rights reserved; any copying,
<br />transmittal or disclosure subject
<br />to OEMA written approval.
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<br />2017-054
<br />A401
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