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HFX PANELS 78 IN. THROUGH NOMIN F ll'OtN a
<br />3 1 NOTE: 2
<br />4 ILATTACHMENTS TO ADJACENT
<br />TRIMMERS MAY BE MADE AT
<br />1 PREPUNCHED SCREW HOLES OR
<br />Eo WITH SELF TAPPING SCREWS
<br />SECTION A 2 (#12 AT EDGES, #10 AT FACE).
<br />0 0 1 SECTION B
<br />5 � o
<br />0 0 O 3
<br />4 11 A
<br />1. CAVITY ORIENTED FOR CONNECTION ACCESS. 2 5 4
<br />2. NUTS AND WASHERS PER TABLE NOTE 1. 1
<br />3. NOMINAL 8 INCH FRAMING ABOVE (MIN).
<br />4. A 2x FILLER WITH 1/4" x 4-1/2" MINIMUM ° SECTION A
<br />Model
<br />Number
<br />Net
<br />Height
<br />(in)
<br />Depth
<br />(in)
<br />Hold Down
<br />Diameter'
<br />(in)
<br />T
<br />ScrewQty2
<br />(a)
<br />p
<br />Scre Qty
<br />Available at
<br />Edges (ea)3
<br />HFX-12,15,18,21 & 24x78
<br />78
<br />3-1/2
<br />1-1/8
<br />9"Wdth=5
<br />12 "
<br />15" Width
<br />18" Vlidftlfter
<br />21"
<br />24"
<br />EPR
<br />idth -
<br />= 8
<br />i0ave
<br />idth = 14
<br />Ap
<br />Pf R
<br />H FX-9x79.5
<br />79-1 /2
<br />H FX-12 15 18 21 & 24x8
<br />92-1 /4
<br />H FX-9x8
<br />93-3/4
<br />H FX-12,15,18,21 & 24x9
<br />104-1 /4
<br />HFX-12,15,18,21 & 24x10
<br />116-1 /4
<br />I `5 :
<br />6
<br />HFX-15,18,21 & 24x11
<br />128-1/4
<br />HFX-15,18,21 & 24x12
<br />140-1/4
<br />HFX-15,18,21 & 24x13
<br />152-1 /4
<br />WS SCREWS IS PERMITTED. 4.
<br />4 0 BALLOON PANELS 14 FEET THROUGH 20 FEET
<br />5. FIELD INSTALLED WOOD BACKING AS NEEDED.
<br />BACK TO BACK INSTALLATION 3 1. STEEL BEAM PER PLANS 3
<br />2. ALL THREAD RODS THRU-BOLTED TO STEEL BEAM BY BUILDING B
<br />DESIGN PROFESSIONAL.
<br />ALTERNATE: 1 1 3. NUTS AND WASHERS PER TABLE NOTE 1. 1. TRIMMERS PROVIDE FULL BEARING FOR HEADER ABOVE, DESIGN AND
<br />4. HARDY FRAME°STACKING WASHERS (HFSW) REQUIRED TO BE CONNECTIONS BY BUILDING DESIGN PROFESSIONAL.
<br />WELDED INSIDE TOP CHANNEL OF LOWER PANEL. 2. 6x HEADER.
<br />5. HARDY FRAME`J"STK" PANEL WITH STACKING WASHERS WELDED 3. WOOD MEMBERS FOR BACKING MAY BE INSERTED VERTICALLY OR HORIZONTALLY
<br />INSIDE THE TOP CHANNEL BY MANUFACTURER. IN THE PANEL CAVITY AS NEEDED.
<br />4. WOOD MEMBER FLUSH TO FACE OF WALL FOR BACKING AS NEEDED.
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<br />ANC
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<br />= �
<br />�
<br />W
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<br />Z
<br />�_�
<br />Net
<br />Hold Dow
<br />Top
<br />Screw Qty
<br />Model
<br />Height
<br />Depth
<br />Diameter'
<br />Screw Qty2
<br />Available a3
<br />Number
<br />(in)
<br />(in)
<br />(in)
<br />(ea)
<br />Edges (ea)
<br />HFX-15,18,21 & 24x14
<br />164-1 /4
<br />15" Width = 8
<br />HFX-15,18,21 & 24x15
<br />176-1 /4
<br />3-1/2
<br />1-1/8
<br />18" Width = 10
<br />21 " Width = 12
<br />24" Width = 14
<br />6
<br />HFX-15,18,21 & 24x16
<br />188-1 /4
<br />HFX-15,18,21 & 24x17
<br />200-1/4
<br />7
<br />HFX-15,18,21 & 24x18
<br />212-1 /4
<br />HFX-15,18,21 & 24x19
<br />224-1 /4
<br />8
<br />H FX-15518,21 & 24x20
<br />236-1 /4
<br />X
<br />0 z
<br />Q LL
<br />LL
<br />�
<br />Q
<br />W
<br />��^^
<br />VJ
<br />Y
<br />Q
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<br />O ~
<br />STEEL BEAM ABOVE THRU-BOLT Z 6x HEADER ABOVE -SECTIONS W z �
<br />TABLE NOTES ® Q
<br />O ° ° 4 O NOTE: 1. FOR STD OR HS GRADE HOLD DOWN ANCHOR BOLTS CONNECT TO THE
<br />TO PREVENT DRILLING ADDITIONAL HOLES ORIENT THE PANEL CAVITY PANEL BASE WITH HARDENED ROUND WASHERS BELOW GRADE 8 NUTS. W
<br />TOWARD THE FIXTURE BEING INSTALLED. ALTERNATE WASHERS ARE (2 EA) ROUND -FLAT OR (2 EA) SAE WASHERS = m
<br />ON EACH BOLT. ALTERNATE NUTS ARE 2H HEAVY HEX. z U)
<br />2. 1/4" DIAMETER MITEK®'PRO SERIESTM WS SCREWS. LENGTH IS 3" (MINIMUM) C Q Cn
<br />WHEN ATTACHED DIRECTLY TO THE COLLECTOR AND 4-1/2" (MINIMUM) G < z
<br />1 2 3 3 WHEN INSTALLING A 2x FILLER ABOVE THE PANEL. Q LU Q
<br />3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS IS REQUIRED AT THE 0 W
<br />�„ O + + PANEL EDGES WHEN INSTALLING A FILLER ABOVE THE TOP CHANNEL -
<br />1. WOOD FILLER (13 2 MAX DEPTH) WITH USP MP4F CONNECTORS BOTH SIDES, O 1 A .. .. 1 B _
<br />QUANTITY BY BUILDING DESIGN PROFESSIONAL. + + • • THAT IS GREATER THAN 1-1/2 OR WHEN SPECIFIED BY THE DESIGN
<br />.. .. A U_
<br />2. 1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES 2 + + . • PROFESSIONAL.
<br />5� +. ..
<br />3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED THROUGH 5 b PRE -PUNCHED HOLES IN PANEL EDGES REQ'D WHEN INSTALLING A FILLER .. INSTALLATION INSTRUCTIONS
<br />1 EA
<br />GREATER THAN 1-1/2" ABOVE TO BRACE OUT -OF -PLANE HINGE OR WHEN SPECIFIED 4 + + OPTIONAL 1. WHEN INSTALLING ON CONCRETE CONNECT WITH ( ) HARDENED ROUND
<br />BY THE DESIGN PROFESSIONAL. „ + + SOFFIT WASHER BELOW (1 EA) GRADE 8 NUT, SECURE WITH A DEEP SOCKET
<br />4. MiTek HFFB FILLER BRACE WITH 1/4" x 1-1/2" WS SCREWS TO FILLER (FILL ALL 1. 1/4 x 3 (MINIMUM) WS SCREWS, QUANTITY PER TABLES + + (RECOMMENDED) UNTIL SNUG TIGHT. ALTERNATE WASHERS AND NUTS
<br />HOLES) AND 1/4" SELF -TAPPING SCREWS TO PANEL (5 MIN. EACH FACE) REQ'D 2. 1/4" x 4-1/2" (MINIMUM) WS SCREWS, QUANTITY PER TABLES + + ARE PROVIDED IN TABLE NOTE 1.
<br />WHEN INSTALLING A FILLER GREATER THAN 3-1/4" ABOVE TO BRACE OUT -OF -PLANE 3. 2x WOOD FILLER. 2. INSTALLATION ON CONCRETE PROVIDES THE HIGHEST ALLOWABLE v)
<br />HINGE OR WHEN SPECIFIED BY THE BUILDING DESIGN PROFESSIONAL. 3" TRIMMERS PER I VALUES. CONFIRM WITH THE DESIGN PROFESSIONAL BEFORE INSTALLING w
<br />DESIGN PROFESSIONAL ON OTHER SUPPORTING SURFACES. ~
<br />FILLER GREATER THAN 1-1/2 IN. 6 TOP PLATE CONNECTIONS 5 4 3. USE 1/4"X4-1/2"MITEK°PRO SERIEgM WS SCREWS AT TOP CONNECTIONS C/)
<br />4" 4" 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" (MIN) <
<br />1. (A) PRE WELDED STRAPS ARE PROVIDED ON 78 AND 79 1/2 PANEL HEIGHTS. 4. FOR INSTALLATIONS WITH A FILLER GREATER THAN 1 1/2 ABOVE, OR WHEN DCO
<br />U
<br />3 2 2 THEY ARE AVAILABLE FOR OTHER HEIGHTS UPON REQUEST. SPECIFIED BY THE DESIGN PROFESSIONAL, ADJACENT KING POSTS TO w o O w
<br />O(B) FIELD INSTALLED STRAPS WITH SELF TAPPING SCREWS ARE PERMITTED. BRACE THE OUT -OF -PLANE HINGE CAN BE CONNECTED WITH 1/4 DIA. _ Q
<br />THE DESIGN AND CONNECTION IS BY THE DESIGN PROFESSIONAL. SCREWS THROUGH PRE -PUNCHED HOLES AT THE PANEL EDGES. B w w o Of
<br />O 2. A 2x WOOD FILLER WITH 1/4"x4-1/2" (MIN.) WS SCREWS IS PERMITTED. LU J JrL,2LL
<br />1 3. WHEN CRIPPLE STUDS OCCUR, SHEAR TRANSFER DESIGN TO BE PER THE o ° ° ° ° ° ° ° < �
<br />BUILDING DESIGN PROFESSIONAL. O 0 `L LL] N =
<br />1 4. A 1 DIA. HOLE MAY BE ADDED IN THE PANEL FACE WHEN IT IS LOCATED IN 9" PANEL 12" PANEL 15" PANEL U) P j co
<br />THE UPPER HALF OF THE PANEL HEIGHT AND IS 4 MINIMUM FROM ANY cv w o
<br />a
<br />a ° EDGE. FOR PANELS MORE THAN 12" WIDE, ADDITIONAL HOLES MUST BE 0 ° ° 0 O ° , , ° , , ° :0:1 0 , , , ° .77071
<br />= U �
<br />° $ : a . a, .o o OFFSET 1' MINIMUM FROM THE 3" DIA. PREPUNCHED HOLE. HOLES
<br />18" PANEL 21" PANEL 24" PANEL
<br />m d, Q° ,Q ° G ° p.a LARGER THAN 1 DIAMETER OR TO ADD MORE THAN ONE HOLE CONTACT
<br />° MITEK HARDY FRAME TECHNICAL SUPPORT AT (800) 754-3030.
<br />1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN 4 PANEL BASE AND CONCRETE. TOP CONNECTION TO HEADER --------- -
<br />2. NUTS AND WASHERS PER TABLE NOTE 1. 1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN
<br />3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED AT THE PANEL BASE AND CONCRETE.
<br />PANEL EDGES WHEN INSTALLING A FILLER GREATER THAN 1-1/2" ABOVE OR PANCAKE FIXTURE
<br />WHEN SPECIFIED BY DESIGN PROFESSIONAL. 2. NUTS AND WASHERS PER TABLE NOTE 1. 3 AS NEEDED 0 �
<br />#10 SELF -TAPPING SCREWS
<br />AT FACE OF PANEL.
<br />(HEX HEAD WITH SELF
<br />RAISED FLOOR HEAD -OUT S INSTALLATION ON CONCRETE 7 DRILLING TIP SHOWN)
<br />O °
<br />2 AM
<br />° #10 SELF -TAPPING SCREWS
<br />2 #12 SELF -TAPPING SCREWS ° AT FACE OF PANEL.
<br />O 2 AT EDGE OF PANEL. (BUGLE HEAD WITH SELF
<br />O 1 BUGLE HEAD WITH SELF DRILLING TIP SHOWN
<br />1 DRILLING WING TIP SHOWN)
<br />HFBX °
<br />rPn°' OPTIONAL INSTALLATION WITH
<br />a ° a
<br />HARDY FRAME BASE
<br />G.. C
<br />a ° �a .° a a a a °a ° ° EXTENSION (HFBX) FOR BUGLE HEAD WAFER HEAD FLAT TRUSS MODIFIED TRUSS HEX HEAD
<br />o d. a ° a ° .. ADJACENT FRAMING
<br />°
<br />a ° p' ° a a° °
<br />SELF DRILLING TIP SELF DRILLING WING TIP DATE:
<br />°� a 1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN NOTES:
<br />PANEL BASE AND CONCRETE. A. SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANEL 1 -1 -2023
<br />ALLOWABLE VALUES ON 2x PLATE ARE LESS THAN INSTALLATION ON CONCRETE ALLOWABLE VALUES ON N&W ARE LESS THAN INSTALLATION ON CONCRETE 2. NUTS AND WASHERS PER TABLE NOTE 1. FACE WITH # 10 SELF -TAPPING SCREWS SPACED NO LESS THAN 2-1/4" OC.
<br />1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED 1. PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH 5,000 PSI NON -SHRINK 3. ADJACENT FRAMING OPTIONAL U.N.O. BY BUILDING DESIGN PROFESSIONAL. B. ATTACHMENTS TO THE PANEL EDGES ARE MADE WITH # 12 SELF -TAPPING SCREWS.
<br />BETWEEN PANEL BASE AND TREATED PLATE. GROUT (MINIMUM). C. STRUCTURAL CONNECTIONS ARE TO BE DESIGNED BY THE DESIGN PROFESSIONAL.
<br />2. NUTS AND WASHERS PER TABLE NOTE 1. 2. NUT AND WASHER GRADES PER TABLE NOTE 1. D. STRUCTURAL HARDWARE USED TO TRANSFER LOADS SHOULD NOT EXCEED 12
<br />GAUGE.
<br />INSTALLATION ON 2x PLATE (jj INSTALLATION ON NUTS & WASHERS ® INSTALLATION ON CURB 9(:0)
<br />
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