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WA
<br />NOTES NOTE NOTES V A
<br />A. INSTALLATION WITHOUT HARDY FRAME°BEARING COUPLERS MAY BE USED WHEN THREADED ROD IS A. CHECK WALL HEIGHT, HARDY FRAME®BEARING
<br />PLATE (HFXBP) MAY INCREASE DEFLECTION AND SUBJECT TO TENSION LOADS ONLY. PLATES BELOW THE PANEL BASE OR CUSTOM HEIGHT
<br />RESULT IN A DECREASE OF ALLOWABLE SHEAR PANELS ARE AVAILABLE TO AVOID FILLERS GREATER
<br />VALUE, BUILDING DESIGN PROFESSIONAL MUST THAN 1-1/2".
<br />ANALYZE EFFECTS 3 • �• B. FOR MAXIMUM ALLOWABLE VALUES INSTALL PANEL
<br />B. COUPLERS MAY BE USED WHEN THREADED ROD IS O • • o ON CONCRETE
<br />SUBJECT TO TENSION LOADS ONLY. 2
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<br />2 3 C
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<br />4 1
<br />5 0
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<br />NOTE: HARDY FRAME STACKING WASHERS (HFSW) ARE REQUIRED IN THE T P F PANELS U
<br />1/2 WHEN CONNECTING TO TENSION ANCHORS FROM ABOVE. HARDY FRAME" "ST ALL•.S" C) D
<br />LU
<br />d 1 P '� INCLUDE HFSW WASHERS PRE -WELDED IN THE TOP CHANNEL. O
<br />.. d Q
<br />°AA1 1. HOLD DOWN TENSION ANCHORS SPECIFIED AS STANDARD GRADE (STD) MUST COMPLY WITH ASTM 0
<br />o
<br />° ° d
<br />d ° F1554 GRADE 36 (OR EQUAL). HOLD DOWN TENSION ANCHORS SPECIFIED AS HIGH STRENGTH (HS) z W
<br />A°
<br />1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME 4 MUST COMPLY WITH ASTM A 193 GRADE B7 (OR EQUAL). TENSION ANCHORS (BOTH GRADES) CONNECT
<br />D
<br />do ENGINEERED WOOD PRODUCT. a' ° a o ° TO THE UPPER AND LOWER PANELS WITH HARDENED ROUND WASHERS AND GRADE 8 NUTS. A HARDY = z
<br />1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME 2. NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME"'HFSW" STACKING WASHER IS REQUIRED IN THE TOP CHANNEL OF THE LOWER PANEL Q U_
<br />ENGINEERED WOOD PRODUCT. FRAME BEARING PLATE (HFXBP) AND PANEL PER 1. FLOOR SHEATHING NOTCHED, INSTALL PANEL ON (AVAILABLE PRE -WELDED IN A HARDY FRAME°iSTK" PANEL). ALTERNATE WASHERS ARE (2 EA)
<br />2. NOTCH FLOOR SHEATHING THEN INSTALL HARDY INSTALLATION NOTES 3-6, DETAIL B/HFX3. WOOD PLATE. ROUND -FLAT OR (2 EA) SAE WASHERS AT EACH ANCHOR CONNECTION. ALTERNATE NUTS ARE 2H CL
<br />FRAME"PANEL DIRECTLY ON RIM. 3. NUTS AND WASHERS PER TABLE NOTE 1. 1. ACCESS HOLE LOCATED AT EDGE OF POST. _j Q
<br />2. 15# FELT OR EQUIVALENT RECOMMENDED HEAVY HEX. Q
<br />3. NUTS AND WASHERS PER TABLE NOTE 1. 4. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. 2. NUTS AND WASHERS PER TABLE NOTE 1.
<br />4. 1/4" x 4-1/2" (MINIMUM) WS SCREWS THROUGH 5. USP MP4F CONNECTORS, QUANTITY BY BUILDING BETWEEN PANEL BASE AND TREATED MUDSILL. 3. PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH 2. 1/4" DIAMETER MITEK°PRO SERIESTM WS SCREWS. LENGTH IS 3" (MINIMUM) WHEN ATTACHING DIRECTLY Q W
<br />3. NUTS AND WASHERS PER TABLE NOTE 1. TO THE COLLECTOR AND 4-1/2 (MINIMUM) WHEN INSTALLING A 2x FILLER ABOVE THE PANEL.
<br />BOTTOM OF PANEL MINIMUM QUANTITY PER TABLE. DESIGN PROFESSIONAL. 5,000 PSI STRENGTH NON -SHRINK GROUT (MIN). 0- LU
<br />5. USP MP4F CONNECTORS, QUANTITY BY BUILDING 3. 1/4" DIAMETER MITEK°PRO SERIES WS SCREWS. LENGTH IS 4-1/2" (MINIMUM) AT CONNECTIONS TO w 0
<br />DESIGN PROFESSIONAL. FLOOR SYSTEMS AND BEAMS BELOW. 0 0
<br />4. 1/4" DIAMETER SCREWS ARE REQUIRED AT THE EDGES WHEN INSTALLING A FILLER GREATER THAN 0-
<br />RAISED -OS CORNER 4 RAISED BEARING PLATE4 RAISED STEM WALL 2 POST ON N&W 1 1-1/2 INCH ABOVE OR WHEN SPECIFIED BY THE DESIGN PROFESSIONAL. A 0
<br />w ®3:
<br />NOTE: 5 •• • • INSTALLATION ON FLOOR SYSTEMS WITH HARDY FRAME° BEARING PLATE (HFXBP) cn J
<br />INSTALLATION 2 • �' 4 0 �• •• U)
<br />• •• •• WITHOUT HARDY 5 O O 1. WITH HOLES PRE -DRILLED FOR 1-1/8" DIA.TENSION ANCHORS, INSTALL A SOLID 4x (MINIMUM) RIM IN Lu
<br />• 2 FRAME`J BEARING O a • • ` 2 FLOOR SYSTEM AT PANEL LOCATION. ALLOWABLE VALUE TABLES ASSUME THE RIM IS ENGINEERED WOOD w
<br />6 4 PLATE (HFXBP) 2 5 PRODUCT (EWP). f= M
<br />1 MAY INCREASE 1 2. NOTCH FLOOR SHEATHING THEN INSTALL HFXBP ON RIM WITH 6 EACH 1/4"X4-1/2" (MIN) "WS" SCREWS AT J
<br />DEFLECTION AND 3° EACH END.
<br />RESULT IN A 1 3. PLACE PANEL ON HFXBP. ® Q
<br />DECREASE OF 4 6 1 4. WHEN STACKING PANELS, INSTALL "HFSW" STACKING WASHERS IN THE TOP CHANNEL OF THE LOWER ® p
<br />SHEOAR WABLE VALUE, 3 PANEL. CONNECT LOWER TO UPPER PANELS WITH TENSION ANCHORS (GRADE PER PLANS) AND SECURE Cn
<br />BUILDING DESIGN 4 AT BOTH ENDS WITH HARDENED ROUND WASHERS AND GRADE 8 NUTS TO BE SNUG TIGHT. HARDY FRAME O
<br />PROFESSIONAL L"STK" PANELS THAT INCLUDE "HFSW" STACKING WASHERS PRE -WELDED IN THE TOP CHANNEL ARE
<br />4 MUST ANALYZE
<br />3 6 AVAILABLE,
<br />3 EFFECTS. ® ® 3 5. WHEN MORE THAN 12 SCREWS ARE REQUIRED FOR THE BOTTOM CONNECTION OR JOINTS IN FRAMING
<br />O 5 O O ® ® d d d d MEMBERS 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 />A.
<br />1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME Q a d a a :d °.�a `° d 6. FOR STANDARD WALL HEIGHTS, INSTALL A 2x FILLER ABOVE PANEL (DTL 5/HFX2). FOR FILLERS GREATER
<br />1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME ENGINEERED WOOD PRODUCT. 1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME d Qd.. THAN 1-1/2 IN. SEE DETAIL 6/HFX2. U)
<br />ENGINEERED WOOD PRODUCT. 2. NOTCH FLOOR SHEATHING THEN INSTALL HARDY ENGINEERED WOOD PRODUCT. w
<br />2. NOTCH FLOOR SHEATHING THEN INSTALL HARDY FRAME`'PANEL DIRECTLY ON RIM. 2. NOTCH FLOOR SHEATHING THEN INSTALL HARDY 1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME NOTE: INSTALLATIONS MAY VARY WITH JOB SPECIFIC CONDITIONS AND/OR SPECIFICATIONS
<br />FRAME BEARING PLATE (HFXBP) AND PANEL PER 3. HARDY FRAME" STACKING WASHER (HFSW) AT TOP FRAME- BEARING PLATE (HFXBP) AND PANEL PER ENGINEERED WOOD PRODUCT. BY THE BUILDING DESIGN PROFESSIONAL. >_
<br />INSTALLATION NOTES 3-6 DETAIL B/HFX3. 2. NOTCH FLOOR SHEATHING THEN INSTALL HARDY
<br />INSTALLATION NOTES 3-6, DETAIL B/HFX3. OF PANEL REQUIRED WHEN CONNECTING TO 3. HARDY FRAME"' STACKING WASHER (HFSW) AT TOP FRAME'BEARING PLATE HFXBP AND PANEL PER I- J o
<br />3. HARDY FRAME" STACKING WASHER (HFSW) AT TOP TENSION ANCHOR FROM ABOVE. ( ) " 'f 3" 'v < � o
<br />OF PANEL REQUIRED WHEN CONNECTING TO 4. 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE OF PANEL REQUIRED WHEN CONNECTING TO INSTALLATION NOTES 3-6, DETAIL B/HFX3. 3 PANEL WIDTH 3 3 PANEL WIDTH 3 f PANEL WIDTH �{ 3 w
<br />TENSION ANCHOR FROM ABOVE. 3. USP POST CAP AND POST BASE BY THE BUILDING • • • • • • • • (D �
<br />TENSION ANCHOR FROM ABOVE. NOTE 1 ARE PROVIDED IN HARDY FRAME' HFTC KIT. • • • • • • I • • • • 1 • • Q o w
<br />4. 1-1/8 DIA. HOLD DOWN, HFSW AND N&W PER TABLE DESIGN PROFESSIONAL. •
<br />4. 1-1/8 IN. DIA HOLD DOWN, HFSW AND N&W PER TABLE 5. 1/4 x 4-1/2 (MIN) WS SCREWS, QUANTITY PER TABLE. .. .. .. .. . , w � O �
<br />NOTE 1 ARE PROVIDED IN HARDY FRAME'HFTC KIT. 4. NUTS AND WASHERS PER TABLE NOTE 1. _ Q
<br />NOTE 1 ARE PROVIDED IN HARDYFRAME`' HFTC KIT. 6. USP MP4F CONNECTORS, QUANTITY BY BUILDING HFXBP12 HFXBP15 HFXBP18 co >-
<br />5. 1/4" x 4-1/2" (MIN) WS SCREWS QUANTITY PER TABLE. 5. 1/4" x 4-1/2" (MIN) WS SCREWS QUANTITY PER w w C
<br />5. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. DESIGN PROFESSIONAL. I- � �
<br />6. USP MP4F CONNECTORS, QUANTITY BY BUILDING TABLE. 3" f PANEL WIDTH 3" 3" PANEL WIDTH 3" (D w ti
<br />6. USP MP4F CONNECTORS, QUANTITY BY BUILDING Q o 0
<br />DESIGN PROFESSIONAL. DESIGN PROFESSIONAL. .. .. � z oo
<br />. w Q • • • • • • • • • • • • • • e I • • • • • • • • • I ' • U) N =
<br />PYRAMID STACK STACK OS CORNER 7 STRAIGHT STACK 6 CRIPPLE WALL C 0 co co M §
<br />HFXBP21 HFXBP24 or N wCD
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<br />2�USC)
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<br />LOAD PATH FROM BEAM TO FOUNDATION AND CHECK LOAD PATH FROM BEAM TO FOUNDATION AND CHECK LOAD PATH FROM BEAM TO FOUNDATION AND CHECK O`
<br />THAT PANEL DRIFT IS WITHIN CODE LIMIT BY BUILDING THAT PANEL DRIFT IS WITHIN CODE LIMIT BY BUILDING THAT PANEL DRIFT IS WITHIN CODE LIMIT BY BUILDING �" 4 • o
<br />DESIGN PROFESSIONAL. DESIGN PROFESSIONAL. DESIGN PROFESSIONAL. 4 • . o • O
<br />1 O 2 2
<br />4 0 • 3 2 1
<br />5 5
<br />' 1
<br />- - 4 • 4 5
<br />O 2
<br />6 1
<br />1 6 77
<br />O 3 5 6
<br />2 1 O 3 O 3
<br />5 O ® HARDY FRAM E°
<br />POST (HFP)
<br />LUJ
<br />3 3 HARDY
<br />OSD (HFP)MEo �HARDY
<br />HFP)MEo 1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME 1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME
<br />ENGINEERED WOOD PRODUCT. ENGINEERED WOOD PRODUCT.
<br />1. DROP BEAM WITH FLOOR JOIST ABOVE PER PLAN. 1. WOOD BEAM PER PLAN. 2. NOTCH FLOOR SHEATHING THEN INSTALL HARDY 2. NOTCH FLOOR SHEATHING THEN INSTALL HARDY
<br />2. NOTCH FLOOR SHEATHING THEN INSTALL HARDY 2. NOTCH FLOOR SHEATHING THEN INSTALL HARDY 1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUME FRAME°BEARING PLATE (HFXBP) AND PANEL PER FRAME°BEARING PLATE (HFXBP) AND PANEL PER
<br />FRAME' BEARING PLATE HFXBP AND PANEL PER ENGINEERED WOOD PRODUCT.
<br />FRAME, BEARING PLATE (HFXBP) AND PANEL PER (HFXBP) 2. NOTCH FLOOR SHEATHING THEN INSTALL HARDY INSTALLATION NOTES 3-6, DETAIL B/HFX3. INSTALLATION NOTES 3-6, DETAIL B/HFX3.
<br />INSTALLATION NOTES 3-6, DETAIL B/HFX3. 1. STEEL BEAM PER PLANS INSTALLATION NOTES 3-6, DETAIL B/HFX3. 3. HARDYFRAME° STACKING WASHER (HFSW) AT TOP OF 3. HARDY FRAME"' STACKING WASHER (HFSW) AT TOP
<br />3. HARDY PLATE HFXBP OR BEARING FRAMErBEARING PLATE (HFXBP) AND PANEL PER
<br />3. HARDY FRAME" BEARING PLATE (HFXBP) OR BEARING 2. HOLD DOWN ALL THREAD RODS THRU-BOLTED TO (HFXBP) INSTALLATION NOTES 3-6, DETAIL B/HFX3. PANEL REQUIRED WHEN CONNECTING TO TENSION OF PANEL REQUIRED WHEN CONNECTING TO TENSION DATE:
<br />PLATE WASHER AT UNDERSIDE OF BEAM SIZED PER BOTTOM FLANGE OF STEEL BEAM BY BUILDING PLATE WASHER AT UNDERSIDE OF BEAM SIZED PER 3. 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE ANCHOR FROM ABOVE. ANCHOR FROM ABOVE.
<br />BUILDING DESIGN PROFESSIONAL TO LIMIT DESIGN PROFESSIONAL. BUILDING DESIGN PROFESSIONAL TO LIMIT CRUSHING NOTE 1 ARE PROVIDED IN HARDY FRAME"HFTC KIT. 4. 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE 4. 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE 1-1 -2023
<br />CRUSHING FROM TENSION ANCHOR FORCES. 3. NUTS AND WASHERS AT PANEL BASE PER TABLE FROM TENSION ANCHOR FORCES. 4. 1/4" x 4-1/2" (MIN) WS SCREWS QUANTITY PER TABLE. NOTE 1 ARE PROVIDED IN HARDYFRAME°HFTC KIT. NOTE 1 ARE PROVIDED IN HARDY FRAME"HFTC KIT.
<br />4. NUTS AND WASHERS PER TABLE NOTE 1. NOTE 1 4. 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLE 5. USP MP4F CONNECTORS, QUANTITY BY BUILDING 5. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE. 5. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.
<br />5. 1/4" x 4-1/2" MIN WS SCREWS QUANTITY PER TABLE. NOTE 1 ARE PROVIDED IN HARDYFRAME"'HFTC KIT. 6. USP MP4F CONNECTORS QUANTITY BY BUILDING 6. USP MP4F CONNECTORS QUANTITY BY BUILDING
<br />( ) � 5. 1/4" x 4-1/2" MIN WS SCREWS, QUANTITY PER TABLE. DESIGN PROFESSIONAL.
<br />6. USP CONNECTORS BY DESIGN PROFESSIONAL (MIN) DESIGN PROFESSIONAL. DESIGN PROFESSIONAL. ) HFX3
<br />DROP BM - FL SYSTEM 4 STEEL BM THRU-BOLT (14 WOOD BM THRU-BOLT f HFP POSTS BELOW 11 STAGGERED THRU-BOLT(j# STAGGERED-HFP POST
<br />g
<br />Model
<br />Number
<br />Net
<br />Height
<br />(in)
<br />Depth
<br />(in)
<br />Hold Down
<br />Diameter
<br />(in)
<br />Screw Quantity
<br />ociptdAyii
<br />vailable at
<br />rdges(ea)
<br />Panel
<br />Tope
<br />(ea)
<br />Bott 3
<br />(ea)
<br />HFX-12,15,18,21 & 24x8
<br />92-1/4
<br />3-1/2
<br />1-1/8
<br />12" Width
<br />15" Width
<br />18" Width
<br />21" Width
<br />24" Width
<br />6
<br />8
<br />10
<br />12
<br />14
<br />6
<br />8
<br />10
<br />12
<br />14
<br />4
<br />HFX-12,15,18,21 & 24x9
<br />104-1 /4
<br />F50R
<br />HFX-12,15,18,21 & 24x10
<br />116-1/4
<br />HFX-15,18,21 & 24x11
<br />128-1 /4
<br />HFX-15,18,21 & 24x12
<br />140-1/4
<br />6
<br />HFX-15,18,21 & 24x13
<br />152-1 /4
<br />
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