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<br />U.S. GREEN BU
<br />I
<br />LDING COUNC IL
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<br />HA
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<br />NOTE:
<br />ATTACHMENTS TO ADJACENT
<br />TRIMMERS MAY BE MADE AT
<br />PREPUNCHED SCREW HOLES OR
<br />WITH SELF TAPPING SCREWS
<br />(#12 AT EDGES, #10 AT FACE).
<br />SECTION B
<br />SECTION A
<br />OPTIONAL INSTALLATION WITH
<br />HARDY FRAME BASE EXTENSION
<br />(HFBX) FOR ADJACENT FRAMING
<br />HFBX
<br />#10 SELF-TAPPING SCREWS AT
<br />FACE OF PANEL.
<br />(BUGLE HEAD WITH SELF
<br />DRILLING TIP SHOWN)
<br /> #12 SELF-TAPPING SCREWS
<br />AT EDGE OF PANEL.
<br />(BUGLE HEAD WITH SELF
<br />DRILLING WING TIP SHOWN)
<br />BUGLE HEAD WAFER HEAD FLAT TRUSS MODIFIED TRUSS HEX HEAD
<br />SELF DRILLING TIP SELF DRILLING WING TIP
<br />#10 SELF-TAPPING SCREWS AT
<br />FACE OF PANEL.
<br />(HEX HEAD WITH SELF
<br />DRILLING TIP SHOWN)
<br />NOTES:
<br />A. SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANEL FACE
<br />WITH # 10 SELF-TAPPING SCREWS SPACED NO LESS THAN 2-1/4" OC.
<br />B. ATTACHMENTS TO THE PANEL EDGES ARE MADE WITH # 12 SELF-TAPPING SCREWS.
<br />C. STRUCTURAL CONNECTIONS ARE TO BE DESIGNED BY THE DESIGN PROFESSIONAL.
<br />D. STRUCTURAL HARDWARE USED TO TRANSFER LOADS SHOULD NOT EXCEED 12 GAUGE.
<br /> 21" PANEL 24" PANEL 18" PANEL
<br /> 9" PANEL 12" PANEL 15" PANEL
<br />15" Width = 8
<br />6
<br />3-1/2
<br />HFX-15,18,21 & 24x14 164-1/4
<br />1-1/8
<br />HFX-15,18,21 & 24x15
<br />HFX-15,18,21 & 24x16
<br />HFX-15,18,21 & 24x17
<br />176-1/4
<br />188-1/4
<br />200-1/4
<br /> Top
<br /> Screw Qty
<br /> (ea)
<br />18" Width = 10
<br />21" Width = 12
<br />24" Width = 14
<br /> 1
<br />Hold Down
<br />Diameter
<br /> (in)
<br />HFX-15,18,21 & 24x18
<br />HFX-15,18,21 & 24x19
<br />HFX-15,18,21 & 24x20
<br />212-1/4
<br />224-1/4
<br />236-1/4
<br />Screw Qty
<br />Available at
<br />Edges (ea)
<br />7
<br />8
<br />4
<br />3-1/2
<br />92-1/4
<br />1-1/8
<br />HFX-12,15,18,21 & 24x9
<br />HFX-12,15,18,21 & 24x10
<br />HFX-15,18,21 & 24x11
<br />104-1/4
<br />116-1/4
<br />128-1/4
<br /> Model
<br />Number
<br /> Net
<br /> Height
<br /> (in)
<br /> Depth
<br /> (in)
<br /> 1
<br />Hold Down
<br />Diameter
<br /> (in)
<br />HFX-15,18,21 & 24x12
<br />HFX-15,18,21 & 24x13
<br />140-1/4
<br />152-1/4
<br />Screw Qty
<br />Available at
<br />Edges (ea)
<br />5
<br />6
<br />HFX-12,15,18,21 & 24x78 78
<br />HFX-9x79.5 79-1/2
<br /> Top
<br /> Screw Qty
<br /> (ea)
<br /> Model
<br />Number
<br /> Net
<br /> Height
<br /> (in)
<br /> Depth
<br /> (in)
<br /> 2
<br />3
<br /> 2
<br />3
<br />PANCAKE FIXTURE
<br />AS NEEDED
<br />INSTALLATION INSTRUCTIONS
<br />1. WHEN INSTALLING ON CONCRETE CONNECT WITH (1 EA) HARDENED
<br />ROUND WASHER BELOW (1 EA) GRADE 8 NUT, SECURE WITH A DEEP
<br />SOCKET (RECOMMENDED) UNTIL SNUG TIGHT. ALTERNATE WASHERS AND
<br />NUTS ARE PROVIDED IN TABLE NOTE 1.
<br />2. INSTALLATION ON CONCRETE PROVIDES THE HIGHEST ALLOWABLE
<br />VALUES. CONFIRM WITH THE DESIGN PROFESSIONAL BEFORE INSTALLING
<br />ON OTHER SUPPORTING SURFACES.
<br />3. USE 1/4"X4-1/2" MITEK PRO SERIES WS SCREWS AT TOP CONNECTIONS
<br />WITH A 2x FILLER. IF THE TOP OF PANEL IS IN DIRECT CONTACT WITH THE
<br />COLLECTOR ABOVE (TOP PLATES, HEADER, BEAM, ETC.) USE1/4 x 3"
<br />(MINIMUM)
<br />4. FOR INSTALLATIONS WITH A FILLER GREATER THAN 1-1/2" ABOVE, OR WHEN
<br />SPECIFIED BY THE DESIGN PROFESSIONAL, ADJACENT KING POSTS TO
<br />BRACE THE OUT-OF-PLANE HINGE CAN BE CONNECTED WITH 1/4" DIA.
<br />SCREWS THROUGH PRE-PUNCHED HOLES AT THE PANEL EDGES.
<br />1. HOLD DOWN ANCHOR BOLTS CONNECT TO THE PANEL BASE WITH
<br />HARDENED ROUND WASHERS BELOW GRADE 8 NUTS. ALTERNATE
<br />WASHERS ARE (2 EA) ROUND-FLAT OR (2 EA) SAE WASHERS ON EACH
<br />BOLT. ALTERNATE NUTS ARE 2H HEAVY HEX.
<br />2. 1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 3" (MINIMUM)
<br />WHEN ATTACHED DIRECTLY TO THE COLLECTOR AND 4-1/2" (MINIMUM)
<br />WHEN INSTALLING A 2x FILLER ABOVE THE PANEL.
<br />3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS IS REQUIRED AT THE
<br />PANEL EDGES WHEN INSTALLING A FILLER ABOVE THE TOP CHANNEL
<br />THAT IS GREATER THAN 1-1/2" OR WHEN SPECIFIED BY THE DESIGN
<br />PROFESSIONAL.
<br />HFX-9x8 93-3/4
<br />1.(A) PRE-WELDED STRAPS ARE PROVIDED ON 78" AND 79-1/2" PANEL HEIGHTS.
<br />THEY ARE AVAILABLE FOR OTHER HEIGHTS UPON REQUEST.
<br />(B) FIELD INSTALLED STRAPS WITH SELF TAPPING SCREWS ARE PERMITTED. THE
<br />DESIGN AND CONNECTION IS BY THE DESIGN PROFESSIONAL.
<br />2.A 2x WOOD FILLER WITH 1/4"x4-1/2" (MIN.) WS SCREWS IS PERMITTED.
<br />3.WHEN CRIPPLE STUDS OCCUR, SHEAR TRANSFER DESIGN TO BE PER THE BUILDING
<br />DESIGN PROFESSIONAL.
<br />4.A 1" DIA. HOLE MAY BE ADDED IN THE PANEL FACE WHEN IT IS LOCATED IN THE
<br />UPPER HALF OF THE PANEL HEIGHT AND IS 4" MINIMUM FROM ANY EDGE. FOR
<br />PANELS MORE THAN 12" WIDE, ADDITIONAL HOLES MUST BE OFFSET 1" MINIMUM
<br />FROM THE 3" DIA. PREPUNCHED HOLE. FOR HOLES LARGER THAN 1" DIAMETER
<br />OR TO ADD MORE THAN ONE HOLE CONTACT MITEK HARDY FRAME TECHNICAL
<br />SUPPORT AT (800) 754-3030.
<br />1
<br />1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN
<br /> PANEL BASE AND CONCRETE.
<br />2. NUTS AND WASHERS PER TABLE NOTE 1.
<br />3. ADJACENT FRAMING OPTIONAL U.N.O. BY BUILDING DESIGN PROFESSIONAL.
<br />3
<br />2
<br />1.TRIMMERS PROVIDE FULL BEARING FOR HEADER ABOVE, DESIGN AND CONNECTIONS
<br />BY BUILDING DESIGN PROFESSIONAL.
<br />2.6x HEADER.
<br />3.WOOD MEMBERS FOR BACKING MAY BE INSERTED VERTICALLY OR HORIZONTALLY IN
<br />THE PANEL CAVITY AS NEEDED.
<br />4.WOOD MEMBER FLUSH TO FACE OF WALL FOR BACKING AS NEEDED.
<br />1
<br />1
<br />2
<br />4
<br />3
<br />1
<br />1.PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH 5,000 PSI NON-SHRINK GROUT
<br />(MINIMUM).
<br />2.NUT AND WASHER GRADES PER TABLE NOTE 1.
<br />1.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN
<br /> PANEL BASE AND CONCRETE.
<br />2.NUTS AND WASHERS PER TABLE NOTE 1.
<br />1
<br />2
<br />2
<br />1.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN
<br />PANEL BASE AND TREATED PLATE.
<br />2.NUTS AND WASHERS PER TABLE NOTE 1.
<br />2
<br />1
<br />1.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL
<br />BASE AND CONCRETE.
<br />2.NUTS AND WASHERS PER TABLE NOTE 1.
<br />3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED AT THE PANEL
<br />EDGES WHEN INSTALLING A FILLER GREATER THAN 1-1/2" ABOVE OR WHEN
<br />SPECIFIED BY DESIGN PROFESSIONAL.
<br />2
<br />1
<br />3
<br />1.WOOD FILLER WITH USP MP4F CONNECTORS BOTH SIDES, QUANTITY BY
<br />BUILDING DESIGN PROFESSIONAL.
<br />2.1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES
<br />3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED THROUGH
<br />PRE-PUNCHED HOLES IN PANEL EDGES REQUIRED WHEN INSTALLING A FILLER
<br />GREATER THAN 1-1/2" ABOVE TO BRACE OUT-OF-PLANE HINGE OR WHEN
<br />SPECIFIED BY THE DESIGN PROFESSIONAL.
<br />4.PRE-DRILL 3/16" DIA. HOLES, EVENLY SPACED IN FACE OF PANEL NO LESS THAN
<br />2-1/4" OC AND INSTALL 1/4" DIA. WOOD SCREWS INTO 2x (MIN.) WOOD "LEDGER"
<br />IN PANEL CAVITY.
<br />5.CONNECTOR AND ATTACHMENT BY BUILDING DESIGN PROFESSIONAL.
<br />4 5
<br />3
<br />1
<br />2
<br />1.CAVITY ORIENTED FOR CONNECTION ACCESS.
<br />2.NUTS AND WASHERS PER TABLE NOTE 1.
<br />3.NOMINAL 8 INCH FRAMING ABOVE (MIN).
<br />4.A 2x FILLER WITH 1/4" x 4-1/2" MINIMUM
<br /> WS SCREWS IS PERMITTED.
<br />5.FIELD INSTALLED WOOD BACKING AS NEEDED.
<br />SECTION A
<br />5
<br />1
<br />4
<br />3
<br />2
<br /> 9" Width = 5
<br />12" Width = 6
<br />15" Width = 8
<br />18" Width = 10
<br />21" Width = 12
<br />24" Width = 14
<br />31
<br />1.1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES
<br />2.1/4" x 4-1/2" (MINIMUM) WS SCREWS, QUANTITY PER TABLES
<br />3.2x WOOD FILLER.
<br />2
<br />HFX-12,15,18,21 & 24x8
<br />®
<br />TM
<br />TM
<br />®
<br /> ALLOWABLE VALUES ON 2x PLATE ARE LESS THAN INSTALLATION ON CONCRETE ALLOWABLE VALUES ON N&W ARE LESS THAN INSTALLATION ON CONCRETE
<br />NOTE:
<br />TO PREVENT DRILLING ADDITIONAL HOLES ORIENT THE PANEL CAVITY TOWARD
<br />THE FIXTURE BEING INSTALLED.
<br />TRIMMERS PER
<br />DESIGN PROFESSIONAL
<br />OPTIONAL
<br />SOFFIT
<br />4"
<br />4"
<br />3
<br />1B
<br />2
<br />1A
<br />4
<br />1"
<br />FILLER GREATER THAN 1-1/2 IN.6
<br />3BACK TO BACK INSTALLATION
<br />8
<br />11
<br />2
<br />5
<br />7
<br />10
<br />1
<br />4
<br />9
<br />A
<br />B
<br />C
<br />D
<br />RAISED FLOOR HEAD-OUT
<br />INSTALLATION ON 2x PLATE
<br />STEEL BEAM ABOVE THRU-BOLT
<br />TOP PLATE CONNECTIONS
<br />INSTALLATION ON CONCRETE
<br />INSTALLATION ON NUTS & WASHERS
<br />6x HEADER ABOVE-SECTIONS
<br />TOP CONNECTION TO HEADER
<br />INSTALLATION ON CURB
<br />HFX PANELS 78 IN. THROUGH NOMINAL 13 FEET
<br />BALLOON PANELS 14 FEET THROUGH 20 FEET
<br />5a 5b
<br />B
<br />A3
<br />4
<br />1.STEEL BEAM PER PLANS
<br />2.ALL THREAD RODS THRU-BOLTED TO STEEL BEAM BY BUILDING DESIGN
<br />PROFESSIONAL.
<br />3.NUTS AND WASHERS PER TABLE NOTE 1.
<br />4. HARDY FRAME STACKING WASHERS (HFSW( REQUIRED TO BE WELDED
<br />INSIDE TOP CHANNEL OF LOWER PANEL.
<br />5. HARDY FRAME "STK" PANEL WITH STACKING WASHERS WELDED INSIDE
<br />THE TOP CHANNEL BY MANUFACTURER.
<br />1
<br />2
<br />5
<br />®
<br />®
<br /> RAKE WALL INSTALLATION
<br />4"
<br />3"
<br />21
<br />0
<br />
<br />W
<br />
<br />1
<br />9
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<br />A
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<br />9
<br />2
<br />7
<br />0
<br />6
<br />09/27/24
<br />KK
<br />210 W 19th St
<br />4/14/2025
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