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<br />U.S. GREEN BU
<br />I
<br />LDING COUNC IL
<br />MEM
<br />B
<br />ER
<br />HFX-3
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<br />HA
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<br />HFXBP24
<br />HFXBP18HFXBP12
<br />PANEL WIDTH3"
<br />NOTE:
<br />COUPLERS MAY BE USED WHEN THREADED ROD IS SUBJECT TO
<br />TENSION LOADS ONLY.
<br />HFXBP21
<br />HFXBP15
<br />NOTE: HARDY FRAME STACKING WASHERS (HFSW) ARE REQUIRED IN THE TOP OF PANELS
<br />WHEN CONNECTING TO TENSION ANCHORS FROM ABOVE. HARDY FRAME "STK PANELS"
<br />INCLUDE HFSW WASHERS PRE-WELDED IN THE TOP CHANNEL.
<br />1.HOLD DOWN TENSION ANCHORS SPECIFIED AS STANDARD GRADE (STD) MUST COMPLY WITH ASTM
<br />F1554 GRADE 36 (OR EQUAL). HOLD DOWN TENSION ANCHORS SPECIFIED AS HIGH STRENGTH (HS)
<br />MUST COMPLY WITH ASTM A 193 GRADE B7 (OR EQUAL). TENSION ANCHORS (BOTH GRADES) CONNECT
<br />TO THE UPPER AND LOWER PANELS WITH HARDENED ROUND WASHERS AND GRADE 8 NUTS. A HARDY
<br />FRAME 'HFSW" STACKING WASHER IS REQUIRED IN THE TOP CHANNEL OF THE LOWER PANEL
<br />(AVAILABLE PRE-WELDED IN A HARDY FRAME "STK" PANEL). ALTERNATE WASHERS ARE (2 EA)
<br />ROUND-FLAT OR (2 EA) SAE WASHERS AT EACH ANCHOR CONNECTION. ALTERNATE NUTS ARE 2H
<br />HEAVY HEX.
<br />2.1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 3" (MINIMUM) WHEN ATTACHING DIRECTLY
<br />TO THE COLLECTOR AND 4-1/2" (MINIMUM) WHEN INSTALLING A 2x FILLER ABOVE THE PANEL.
<br />3.1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 4-1/2" (MINIMUM) AT CONNECTIONS TO
<br />FLOOR SYSTEMS AND BEAMS BELOW.
<br />4.1/4" DIAMETER SCREWS ARE REQUIRED AT THE EDGES WHEN INSTALLING A FILLER GREATER THAN
<br /> 1-1/2 INCH ABOVE OR WHEN SPECIFIED BY THE DESIGN PROFESSIONAL.
<br />®
<br />®± 1 1/2"
<br />®
<br />5
<br />3
<br />1
<br />4
<br />6
<br />4
<br />21
<br />5
<br />3
<br />6
<br />5
<br />4 1
<br />2
<br />3 6
<br />25
<br />4
<br />35
<br />4
<br />®
<br />1 1
<br />NOTE:
<br />INSTALLATION
<br />WITHOUT HARDY
<br />FRAME BEARING
<br />PLATE (HFXBP)
<br />MAY INCREASE
<br />DEFLECTION AND
<br />RESULT IN A
<br />DECREASE OF
<br />ALLOWABLE SHEAR
<br />VALUE, BUILDING
<br />DESIGN
<br />PROFESSIONAL
<br />MUST ANALYZE
<br />EFFECTS.
<br />4
<br />®
<br />®
<br />1.ACCESS HOLE LOCATED AT EDGE OF POST.
<br />2.NUTS AND WASHERS PER TABLE NOTE 1.
<br />3.PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH
<br /> 5,000 PSI STRENGTH NON-SHRINK GROUT (MIN).
<br />1 2
<br />3
<br />1.FLOOR SHEATHING NOTCHED, INSTALL PANEL ON
<br />WOOD PLATE.
<br />2.15# FELT OR EQUIVALENT RECOMMENDED BETWEEN
<br />PANEL BASE AND TREATED MUDSILL.
<br />3.NUTS AND WASHERS PER TABLE NOTE 1.
<br />1
<br />3
<br />®
<br />5
<br />1
<br />2
<br />3
<br />1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME
<br />ENGINEERED WOOD PRODUCT.
<br />2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME
<br />PANEL DIRECTLY ON RIM.
<br />3.NUTS AND WASHERS PER TABLE NOTE 1.
<br />4.1/4" x 4-1/2" (MINIMUM) WS SCREWS THROUGH
<br /> BOTTOM OF PANEL MINIMUM QUANTITY PER TABLE.
<br />5.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN
<br />PROFESSIONAL.
<br />1
<br />2
<br />5
<br />3
<br />4
<br />3
<br />15
<br />4
<br />®
<br />2
<br />4
<br />3"
<br />3"
<br />3"
<br />3"3"3"3"
<br />3"3"
<br />3"
<br />1
<br />4
<br />2
<br />6
<br />3
<br />2
<br />5
<br />4
<br />2
<br />®
<br />2
<br />3
<br />1
<br />3
<br />4
<br />3-1/2
<br />HFX-12,15,18,21 & 24x8 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 />HFX-15,18,21 & 24x12
<br />HFX-15,18,21 & 24x13
<br />140-1/4
<br />152-1/4
<br />5
<br />6
<br />Screw Quantity
<br />12" Width 6
<br />15" Width 8
<br />18" Width 10
<br />21" Width 12
<br />24" Width 14
<br /> Top
<br /> (ea)
<br /> 6
<br /> 8
<br />10
<br />12
<br />14
<br /> Bott
<br /> (ea)
<br /> Model
<br />Number
<br /> Net
<br /> Height
<br /> (in)
<br /> Depth
<br /> (in)
<br /> 1
<br />Hold Down
<br />Diameter
<br /> (in)
<br />Screw Qty
<br />Available at
<br />Edges (ea)
<br /> 2 3
<br /> 4
<br />Panel
<br />POST (HFP)
<br />POST (HFP)
<br />HARDY FRAME
<br />®HARDY FRAME
<br />®HARDY FRAME ®
<br />POST (HFP)
<br />1.STEEL BEAM PER PLANS
<br />2.HOLD DOWN ALL THREAD RODS THRU-BOLTED TO
<br />BOTTOM FLANGE OF STEEL BEAM BY BUILDING DESIGN
<br />PROFESSIONAL.
<br />3.NUTS AND WASHERS AT PANEL BASE PER TABLE NOTE 1
<br />3
<br />®
<br />®
<br />®
<br />TM
<br />TM
<br />®
<br />NOTES:
<br />A.INSTALLATION WITHOUT HARDY FRAME BEARING
<br />PLATE (HFXBP) MAY INCREASE DEFLECTION AND
<br />RESULT IN A DECREASE OF ALLOWABLE SHEAR
<br />VALUE, BUILDING DESIGN PROFESSIONAL MUST
<br />ANALYZE EFFECTS
<br />B.COUPLERS MAY BE USED WHEN THREADED ROD IS
<br />SUBJECT TO TENSION LOADS ONLY.
<br />NOTES:
<br />A.CHECK WALL HEIGHT, HARDY FRAME BEARING PLATES
<br />BELOW THE PANEL BASE OR CUSTOM HEIGHT PANELS
<br />ARE AVAILABLE TO AVOID FILLERS GREATER THAN 1-1/2".
<br />B.FOR MAXIMUM ALLOWABLE VALUES INSTALL PANEL ON
<br />CONCRETE
<br />2
<br />®
<br />1.WITH HOLES PRE-DRILLED FOR 1-1/8" DIA.TENSION ANCHORS, INSTALL A SOLID 4x (MINIMUM) RIM IN FLOOR
<br />SYSTEM AT PANEL LOCATION. ALLOWABLE VALUE TABLES ASSUME THE RIM IS ENGINEERED WOOD PRODUCT
<br />(EWP).
<br />2.NOTCH FLOOR SHEATHING THEN INSTALL HFXBP ON RIM WITH 6 EACH 1/4"X4-1/2" (MIN) "WS" SCREWS AT EACH
<br />END.
<br />3.PLACE PANEL ON HFXBP.
<br />4.WHEN STACKING PANELS, INSTALL "HFSW" STACKING WASHERS IN THE TOP CHANNEL OF THE LOWER PANEL.
<br />CONNECT LOWER TO UPPER PANELS WITH TENSION ANCHORS (GRADE PER PLANS) AND SECURE AT BOTH ENDS
<br />WITH HARDENED ROUND WASHERS AND GRADE 8 NUTS TO BE SNUG TIGHT. HARDY FRAME "STK" PANELS THAT
<br />INCLUDE "HFSW" STACKING WASHERS PRE-WELDED IN THE TOP CHANNEL ARE AVAILABLE,
<br />5.WHEN MORE THAN 12 SCREWS ARE REQUIRED FOR THE BOTTOM CONNECTION OR JOINTS IN FRAMING MEMBERS
<br />OCCUR AT SCREW LOCATIONS, INSTALL ADDITIONAL 1/4"x4-1/2" WS SCREWS THROUGH THE
<br /> BASE OF PANEL WHERE THEY ALIGN WITH HOLES IN THE HFXBP.
<br />6.FOR STANDARD WALL HEIGHTS, INSTALL A 2x FILLER ABOVE PANEL (DTL 5/HFX2). FOR FILLERS GREATER THAN 1-1/2
<br />IN. SEE DETAIL 6/HFX2.
<br />NOTE: INSTALLATIONS MAY VARY WITH JOB SPECIFIC CONDITIONS AND/OR SPECIFICATIONS
<br /> BY THE BUILDING DESIGN PROFESSIONAL.
<br />1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME
<br />ENGINEERED WOOD PRODUCT.
<br />2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME
<br />BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION
<br />NOTES 3-6, DETAIL B/HFX3.
<br />3.NUTS AND WASHERS PER TABLE NOTE 1.
<br />4.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.
<br />5.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN
<br />PROFESSIONAL.
<br />®
<br />4
<br />1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME
<br />ENGINEERED WOOD PRODUCT.
<br />2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME
<br />BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION
<br />NOTES 3-6, DETAIL B/HFX3.
<br />3.HARDY FRAME STACKING WASHER (HFSW) AT TOP OF
<br />PANEL REQUIRED WHEN CONNECTING TO TENSION
<br />ANCHOR FROM ABOVE.
<br />4.1-1/8 IN. DIA HOLD DOWN, HFSW AND N&W PER TABLE
<br />NOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT.
<br />5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.
<br />6.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN
<br />PROFESSIONAL.
<br />8PYRAMID STACK
<br />6
<br />®
<br />1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME
<br />ENGINEERED WOOD PRODUCT.
<br />2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME
<br />PANEL DIRECTLY ON RIM.
<br />3.HARDY FRAME STACKING WASHER (HFSW) AT TOP OF
<br />PANEL REQUIRED WHEN CONNECTING TO TENSION
<br />ANCHOR FROM ABOVE.
<br />4.1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE
<br />NOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT.
<br />5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.
<br />6.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN
<br />PROFESSIONAL.
<br />®
<br />®
<br />1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME
<br />ENGINEERED WOOD PRODUCT.
<br />2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME
<br />BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION
<br />NOTES 3-6, DETAIL B/HFX3.
<br />3.HARDY FRAME STACKING WASHER (HFSW) AT TOP OF
<br />PANEL REQUIRED WHEN CONNECTING TO TENSION
<br />ANCHOR FROM ABOVE.
<br />4.1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE
<br />NOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT.
<br />5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.
<br />6.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN
<br />PROFESSIONAL.
<br />7STACK @ OS CORNER 6STRAIGHT STACK
<br />®
<br />®
<br />®
<br />1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME
<br />ENGINEERED WOOD PRODUCT.
<br />2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY
<br />FRAME BEARING PLATE (HFXBP) AND PANEL PER
<br />INSTALLATION NOTES 3-6, DETAIL B/HFX3.
<br />3.USP POST CAP AND POST BASE BY THE BUILDING
<br />DESIGN PROFESSIONAL.
<br />4.NUTS AND WASHERS PER TABLE NOTE 1.
<br />5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.
<br />5CRIPPLE WALL
<br />1.WOOD BEAM PER PLAN.
<br />2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME
<br />BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION
<br />NOTES 3-6, DETAIL B/HFX3.
<br />3.HARDY FRAME BEARING PLATE (HFXBP) OR BEARING
<br />PLATE WASHER AT UNDERSIDE OF BEAM SIZED PER
<br />BUILDING DESIGN PROFESSIONAL TO LIMIT CRUSHING
<br />FROM TENSION ANCHOR FORCES.
<br />4.1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE
<br />NOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT.
<br />5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.
<br />®
<br />®
<br />1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME
<br />ENGINEERED WOOD PRODUCT.
<br />2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY
<br />FRAME BEARING PLATE (HFXBP) AND PANEL PER
<br />INSTALLATION NOTES 3-6, DETAIL B/HFX3.
<br />3.1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE
<br />NOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT.
<br />4.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.
<br />5.USP MP4F CONNECTORS, QUANTITY BY BUILDING
<br />DESIGN PROFESSIONAL.
<br />®
<br />®
<br />1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME
<br />ENGINEERED WOOD PRODUCT.
<br />2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME
<br />BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION
<br />NOTES 3-6, DETAIL B/HFX3.
<br />3.HARDY FRAME STACKING WASHER (HFSW) AT TOP OF
<br />PANEL REQUIRED WHEN CONNECTING TO TENSION
<br />ANCHOR FROM ABOVE.
<br />4.1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE NOTE
<br />1 ARE PROVIDED IN HARDY FRAME HFTC KIT.
<br />5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.
<br />6.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN
<br />PROFESSIONAL.
<br />®
<br />®
<br />®
<br />1.4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME
<br />ENGINEERED WOOD PRODUCT.
<br />2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME
<br />BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION
<br />NOTES 3-6, DETAIL B/HFX3.
<br />3.HARDY FRAME STACKING WASHER (HFSW) AT TOP
<br /> OF PANEL REQUIRED WHEN CONNECTING TO TENSION
<br />ANCHOR FROM ABOVE.
<br />4.1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE NOTE
<br />1 ARE PROVIDED IN HARDY FRAME HFTC KIT.
<br />5.1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.
<br />6.USP MP4F CONNECTORS, QUANTITY BY BUILDING DESIGN
<br />PROFESSIONAL.
<br />PANEL WIDTH PANEL WIDTH
<br />PANEL WIDTHPANEL WIDTH
<br />1POST ON N&W2RAISED STEM WALL3RAISED BEARING PLATE4RAISED-OS CORNER
<br />14DROP BM - FL SYSTEM 13STEEL BM THRU-BOLT 12WOOD BM THRU-BOLT 11HFP POSTS BELOW
<br />®
<br />®
<br />10 9STAGGERED THRU-BOLT STAGGERED-HFP POST
<br />A
<br />B
<br />C
<br />®
<br />®
<br />12
<br />2
<br />5
<br />1
<br />3
<br />1.DROP BEAM WITH FLOOR JOIST ABOVE PER PLAN.
<br />2.NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME
<br />BEARING PLATE (HFXBP) AND PANEL PER INSTALLATION
<br />NOTES 3-6, DETAIL B/HFX3.
<br />3. HARDY FRAME BEARING PLATE (HFXBP) OR BEARING
<br />PLATE WASHER AT UNDERSIDE OF BEAM SIZED PER
<br />BUILDING DESIGN PROFESSIONAL TO LIMIT
<br /> CRUSHING FROM TENSION ANCHOR FORCES.
<br />4. NUTS AND WASHERS PER TABLE NOTE 1.
<br />5. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.
<br />6. USP CONNECTORS BY DESIGN PROFESSIONAL
<br />®
<br />®
<br />5
<br />LOAD PATH FROM BEAM TO FOUNDATION AND CHECK
<br />THAT PANEL DRIFT IS WITHIN CODE LIMIT BY BUILDING DESIGN
<br />PROFESSIONAL.
<br />LOAD PATH FROM BEAM TO FOUNDATION AND CHECK
<br />THAT PANEL DRIFT IS WITHIN CODE LIMIT BY BUILDING DESIGN
<br />PROFESSIONAL.
<br />LOAD PATH FROM BEAM TO FOUNDATION AND CHECK
<br />THAT PANEL DRIFT IS WITHIN CODE LIMIT BY BUILDING DESIGN
<br />PROFESSIONAL.
<br />6
<br />INSTALLATION ON FLOOR SYSTEMS WITH HARDY FRAME BEARING PLATE (HFXBP)®
<br />21
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<br />6
<br />09/27/24
<br />KK
<br />210 W 19th St
<br />4/14/2025
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