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MODEL NUMBER NET HEIGHT
<br />(IN.)DEPTH (IN.)HOLD DOWN
<br />DIAMETER1 (IN.)
<br />TOP SCREW QTY2
<br />(EA)
<br />SCREW QTY AVAILABLE
<br />AT EDGE3 (EA)
<br />HFX-12, 15, 18, 21 & 24x78 78
<br />3-1/2 1-1/8
<br />9" WIDTH=5
<br />12" WIDTH=6
<br />18" WIDTH=10
<br />21" WIDTH=12
<br />24" WIDTH=14
<br />4
<br />HFX-9x79.5 79-1/2
<br />HFX-12, 15, 18, 21 & 24x8 92-1/4
<br />HFX-9x8 93-3/4
<br />HFX-12, 15, 18, 21 & 24x9 104-1/4
<br />HFX-12, 15, 18, 21 & 24x10 116-1/4
<br />5
<br />HFX-15, 18, 21 & 24x11 128-1/4
<br />HFX-15, 18, 21 & 24x12 140-1/4
<br />6
<br />HFX-15, 18, 21 & 24x13 152-1/4
<br />HFX PANELS 78 IN. THROUGH NOMINAL 13 FEET
<br />MODEL NUMBER NET HEIGHT
<br />(IN.)DEPTH (IN.)HOLD DOWN
<br />DIAMETER1 (IN.)
<br />TOP SCREW QTY2
<br />(EA)
<br />SCREW QTY AVAILABLE
<br />AT EDGE3 (EA)
<br />HFX-15, 18, 21 & 24x14 164-1/4
<br />3-1/2 1-1/8
<br />15" WIDTH=8
<br />18" WIDTH=10
<br />21" WIDTH=12
<br />24" WIDTH=14
<br />6HFX-15, 18, 21 & 24x15 176-3/4
<br />HFX-15, 18, 21 & 24x16 188-1/4
<br />HFX-15, 18, 21 & 24x17 200-1/4
<br />7
<br />HFX-15, 18, 21 & 24x18 212-1/4
<br />HFX-15, 18, 21 & 24x19 224-1/4
<br />8
<br />HFX-15, 18, 21 & 24x20 236-1/4
<br />BALLOON PANELS 14 FEET THROUGH 20 FEET
<br />INSTALLATION INSTRUCTIONS:
<br />1. WHEN INSTALLING ON CONCRETE CONNECT WITH (1 EA) HARDENED ROUND WASHER BELOW (1 EA) GRADE 8 NUT, SECURE WITH A DEEP
<br />SOCKET (RECOMMENDED) UNTIL SNUG TIGHT. ALTERNATE WASHERS AND NUTS ARE PROVIDED IN TABLE NOTE 1.
<br />2. INSTALLATION ON CONCRETE PROVIDES THE HIGHEST ALLOWABLE 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 WITH A 2x FILLER. IF THE TOP OF PANEL IS IN DIRECT CONTACT
<br />WITH THE COLLECTOR ABOVE (TOP PLATES, HEADER, BEAM, ETC.) USE1/4 x 3" (MIN)
<br />4. FOR INSTALLATIONS WITH A FILLER GREATER THAN 1-1/2" ABOVE, OR WHEN SPECIFIED BY THE DESIGN PROFESSIONAL, ADJACENT KING
<br />POSTS TO BRACE THE OUT-OF-PLANE HINGE CAN BE CONNECTED WITH 1/4" DIA. SCREWS THROUGH PRE-PUNCHED HOLES AT THE PANEL
<br />EDGES.
<br />TABLE NOTES:
<br />1. FOR STD OR HS GRADE HOLD DOWN ANCHOR BOLTS CONNECT TO THE PANEL BASE WITH HARDENED ROUND WASHERS BELOW GRADE
<br />8 NUTS. ALTERNATE WASHERS ARE (2 EA) ROUND-FLAT OR (2 EA) SAE WASHERS ON EACH BOLT. ALTERNATE NUTS ARE 2H HEAVY HEX.
<br />2. 1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 3" (MINIMUM) WHEN ATTACHED DIRECTLY TO THE COLLECTOR AND
<br />4-1/2" (MINIMUM) WHEN INSTALLING A 2x FILLER ABOVE THE PANEL.
<br />3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS IS REQUIRED AT THE PANEL EDGES WHEN INSTALLING A FILLER ABOVE THE TOP
<br />CHANNEL THAT IS GREATER THAN 1-1/2" OR WHEN SPECIFIED BY THE DESIGN PROFESSIONAL.
<br />9" PANEL 12" PANEL 15" PANEL
<br />21" PANEL 24" PANEL18" PANEL
<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 />BUGLE HEAD WAFER HEAD FLAT TRUSS
<br />MODIFIED TRUSS HEX HEAD
<br />SELF DRILLING TIP SELF DRILLING WING TIP
<br />#10 SELF-TAPPING SCREWS
<br />AT FACE OF PANEL.
<br />(HEX HEAD WITH SELF
<br />DRILLING TIP SHOWN)
<br />#10 SELF-TAPPING SCREWS
<br />AT FACE OF PANEL.
<br />(BUGLE HEAD WITH SELF
<br />DRILLING TIP SHOWN)
<br /> #12 SELF-TAPPING
<br />SCREWS AT EDGE OF
<br />PANEL. (BUGLE HEAD WITH
<br />SELF DRILLING WING TIP
<br />SHOWN)
<br />PANCAKE FIXTURE
<br />AS NEEDED
<br />HFX26x HEADER ABV. SECTIONS
<br />SCALE:NTS.
<br />HFX PANEL SIZE
<br />NOTES:
<br />ATTACHMENTS TO ADJACENT TRIMMERS MAY BE MADE AT PREPUNCHED SCREW HOLES OR
<br />WITH SELF TAPPING SCREWS
<br />(#12 AT EDGES, #10 AT FACE).
<br />1. TRIMMERS PROVIDE FULL BEARING FOR HEADER ABOVE, DESIGN AND CONNECTIONS BY BUILDING DESIGN PROFESSIONAL.
<br />2. 6x HEADER.
<br />3. WOOD MEMBERS FOR BACKING MAY BE INSERTED VERTICALLY OR HORIZONTALLY IN THE PANEL CAVITY AS NEEDED.
<br />4. WOOD MEMBER FLUSH TO FACE OF WALL FOR BACKING AS NEEDED.
<br />HFX1HFX PANEL INSTALLATION NOTE, TABLE & DETAILS
<br />SCALE:NTS.
<br />2
<br />1
<br />4
<br />3
<br />1
<br />A
<br />B
<br />SECTION A SECTION B
<br />NOTES:
<br />TO PREVENT DRILLING ADDITIONAL HOLES ORIENT THE PANEL CAVITY TOWARD THE FIXTURE BEING INSTALLED.
<br />1. (A) PRE-WELDED STRAPS ARE PROVIDED ON 78" AND 79-1/2" PANEL HEIGHTS. THEY ARE AVAILABLE FOR OTHER HEIGHTS UPON
<br />REQUEST.
<br />(B) FIELD INSTALLED STRAPS WITH SELF TAPPING SCREWS ARE PERMITTED. THE DESIGN AND CONNECTION IS BY THE DESIGN
<br />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 DESIGN PROFESSIONAL.
<br />4. A 1" DIA. HOLE MAY BE ADDED IN THE PANEL FACE WHEN IT IS LOCATED IN THE UPPER HALF OF THE PANEL HEIGHT AND IS 4"
<br />MINIMUM FROM ANY EDGE. FOR PANELS MORE THAN 12" WIDE, ADDITIONAL HOLES MUST BE OFFSET 1" MINIMUM FROM THE 3" DIA.
<br />PREPUNCHED HOLE. FOR HOLES LARGER THAN 1" DIAMETER OR TO ADD MORE THAN ONE HOLE CONTACT MITEK HARDY FRAME
<br />TECHNICAL SUPPORT AT (800) 754-3030.
<br />TRIMMERS PER
<br />DESIGN PROFESSIONAL
<br />OPTIONAL
<br />SOFFIT
<br />HFX5TOP CONNE. TO HEADER
<br />SCALE:NTS.
<br />3
<br />1B1A
<br />2
<br />4"
<br />1"
<br />3"
<br />4
<br />4"4"
<br />3 STEEL BEAM ABV. THRU-BOLT
<br />SCALE:NTS.
<br />HFX
<br />NOTES:
<br />1.STEEL BEAM PER PLANS
<br />2.NUTS AND WASHERS PER TABLE NOTE 1.
<br />4. HARDY FRAME STACKING WASHERS (HFSW) REQUIRED TO BE WELDED INSIDE TOP CHANNEL OF LOWER PANEL.
<br />5. HARDY FRAME "STK" PANEL WITH STACKING WASHERS WELDED INSIDE THE TOP CHANNEL BY MANUFACTURER.
<br />1 2
<br />34
<br />5
<br />6
<br />8 INSTALLATION ON CONC.
<br />SCALE:NTS.
<br />HFX
<br />NOTES:
<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 />21
<br />OPTIONAL INSTALLATION
<br />WITH HARDY FRAME BASE
<br />EXTENSION (HFBX) FOR
<br />ADJACENT FRAMING
<br />NOTES:
<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 />4 INSTALLATION ON CURB
<br />SCALE:NTS.
<br />HFX
<br />3
<br />2
<br />1
<br />HFBX
<br />7 INSTALLATION ON 2x PLATE
<br />SCALE:NTS.
<br />HFX
<br />NOTES:
<br />1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND TREATED PLATE.
<br />2. NUTS AND WASHERS PER TABLE NOTE 1.
<br />3. ALLOWABLE VALUES ON 2x PLATE ARE LESS THAN INSTALLATION ON CONCRETE
<br />21
<br />NOTES:
<br />1. DESIGNS ARE TO RESIST LOADING PER ACI 318-14, SEC 17.2.3.4.3.
<br />2. STD INDICATES ANCHORS COMPLYING WITH ASTM F1554 GRADE 36 WITH A HARDY FRAME BOLT BRACE (HFXBB) INSTALLED WITH STD
<br />OR GRADE 8 DOUBLE NUTS ON THE EMBED END.
<br />3. HS INDICATES ANCHORS COMPLYING WITH ASTM A193 GRADE B7 WITH A 1/2"x3"x3"(MIN) HFPW PLATE WASHER INSTALLED WITH
<br />DOUBLE NUTS ON THE EMBED END (HFXBB NOT REQUIRED).
<br />4. LE = LENGTH OF EMBEDMENT FROM THE TOP OF FOOTING OR GRADE BEAM TO THE TOP OF THE HFXBB BOLT BRACE (TOP OF THE
<br />EMBEDDED HFPW PLATE WASHER @ HS ANCHORS)
<br />5. CA1 = DISTANCE FROM HD CENTERLINE TO THE END OF THE FOOTING OR GRADE BEAM.
<br />6. CA2 = DISTANCE FROM HD CENTERLINE TO BOTH THE FRONT AND THE BACK FACE OF THE FOOTING OR GRADE BEAM.
<br />7. SHEAR TIES ARE GRADE 60 (MIN) REBAR AND REQUIRED FOR NEAR EDGE DISTANCE CONDITIONS PER ACI-318-14, F'C = 2,500 PSI.
<br />CURBS AND STEM WALLS MUST BE 6 INCH (MIN) WIDTH FOR UA AND RA, 12 INCH (MIN) WIDTH FOR BB-RA.
<br />8. FOR UA APPLICATIONS, ADDITIONAL TIES MAY BE REQUIRED AT STEM WALLS. SHEAR TIES ARE NOT REQUIRED FOR INSTALLATION
<br />AWAY FROM EDGE (SEE DETAIL 1A), INSTALLATION ON WOOD FRAMING, OR FOR IRC BRACED WALL PANEL APPLICATIONS.
<br />9. STIRRUPS ARE GRADE 60 (MIN) REBAR. SEE TABLE FOR SIZE AND SPACING. SEE “STIRRUP LAYOUT” DIAGRAMS AND “KEY” FOR LAYOUT
<br />PATTERNS.
<br />10. CONCRETE EDGE DISTANCES MUST COMPLY WITH ACI 318-14, SECTION 17.7.2. COATED REINFORCEMENT MAY BE SPECIFIED BY THE
<br />EOR TO LIMIT EXPOSURE AND THEREFORE REDUCE MINIMUM CONCRETE COVER. COATED REINFORCEMENT MUST COMPLY WITH ACI
<br />318-14, SECTION 20.6.2.
<br />11. ANCHORAGE IS DESIGNED FOR TENSION AND SHEAR TRANSFER ONLY, FOUNDATION DESIGN PER EOR.
<br />12. REINFORCEMENT SHOWN IS THE MINIMUM REQUIREMENT AND IS NOT INTENDED TO REPLACE REINFORCEMENT DESIGNED BY THE
<br />EOR.
<br />13. FOR RA AND BB-RA INSTALLATIONS, THE HFXBB BOLT BRACE MAY BE PLACED ON TOP OF THE STIRRUPS WITH DOUBLE-NUTS
<br />INSTALLED AT EMBED END OF STANDARD GRADE ANCHOR RODS. (NOTE: 1 2" x 3" x 3" MIN. HFPW PLATE WASHERS ARE REQUIRED TO BE
<br />DOUBLE-NUTTED AT EMBED END OF HIGH STRENGTH ANCHOR RODS.)
<br />14. HIGH STRENGTH ALL-THREAD RODS PROVIDED BY HARDY FRAMES ARE STAMPED ON BOTH ENDS.
<br />B A
<br />2 3
<br />4" FOR
<br />PANEL ON
<br />CONCRETE
<br />TOP OF CONCRETE
<br />MODEL WIDTH (IN.)A (IN.)B (IN.)
<br />HFX-9X 9
<br />1-3/4
<br />5-1/2
<br />HFX-12X 12 8-1/2
<br />HFX-15X 15
<br />2-5/8
<br />9-3/4
<br />HFX-18X 18 12-3/4
<br />HFX-21X 21 15-3/4
<br />HFX-24X 24 18-3/4
<br />IMPORTANT NOTES & HFX ANCHOR CENTERLINES HFX9
<br />SCALE:NTS.
<br />A
<br />MODEL
<br />PANEL
<br />WIDTH
<br />(IN.)
<br />ANCHORAGE1 ROD DIA.
<br />(IN.)ROD GRADE2,3 RA STIRRUPS9
<br />(IN.)SHEAR TIES7
<br />Le
<br />4 (IN.)Ca1
<br />5 (IN.)Ca2
<br />6 (IN.)
<br />HFX-9x 9 1-1/8-STD-RA
<br />1-1/8
<br />STD
<br />15
<br />19-3/4
<br />11
<br />(8) #4 #3(MIN.)@
<br />3-3/4" O.C.
<br />HFX-12x 12
<br />1-1/8-STD-RA STD
<br />(9) #4
<br />#3(MIN.)@
<br />4" O.C.
<br />1-1/8-HS-RA HS
<br />HFX-15x 15
<br />1-1/8-STD-RA STD
<br />20-5/8
<br />(10) #41-1/8-HS-RA HS
<br />HFX-18x 18
<br />1-1/8-STD-RA STD
<br />1-1/8-HS-RA HS
<br />HFX-21x 21
<br />1-1/8-STD-RA STD
<br />(11) #4
<br />1-1/8-HS-RA HS
<br />#4(MIN.)@
<br />4" O.C.HFX-24x 24
<br />1-1/8-STD-RA STD
<br />(12) #4
<br />1-1/8-HS-RA HS
<br />HFX10REINFORCED ANCHORAGE (RA)
<br />SCALE:NTS.
<br />REINFORCED ANCHORAGE NOMENCLATURE
<br />1 - 1/8 - STD - RA
<br />REINF. ANCHORAGEROD DIAMETER
<br />ROD GRADE
<br />Ca2
<br />Ca222
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />Ca1 2'-6" MIN.
<br />7 3
<br />4"
<br />1"
<br />RADIUS
<br />16
<br />"
<br />9" MIN.
<br />11" MAX.
<br />DETAIL A
<br />135° BEND
<br />DETAIL A
<br />RADIUS:
<br />#3= 3/4" MIN.
<br />#4= 1" MIN.
<br />LENGTH
<br />(1A/HFX1)
<br />2 1
<br />2" (MIN.) OVER LAP
<br />HFX-9x HFX-12x HFX-15x
<br />HFX-18x HFX-21x HFX-24x
<br />A B B A A B A BAB
<br />2 EQ.
<br />SPACE AB
<br />3 EQ.
<br />SPACE
<br />A B A B A BBABA B A
<br />3 EQ.
<br />SPACE
<br />4 EQ.
<br />SPACE A A
<br />KEY:
<br />A= 3" O.C.
<br />B= 1-1/2" EA.
<br />SIDE OF HD
<br />RA SHEAR TIES & STIRRUPS
<br />EXT. SLAB INT. SLAB
<br />CURB @ OUTSIDE CORNER CONT. FOUNDATION
<br />RA SECTIONS & ELEVATIONS
<br />#4 (MIN.)
<br />LONGITUDINAL
<br /> REBAR TOP &
<br />BOT BY EOR
<br />(4)#5 (MIN.)
<br />LONGITUDINAL
<br />REBAR TOP &
<br />BOT BY EOR±1
<br />"
<br />
<br />F
<br />R
<br />O
<br />M
<br />T.
<br />O
<br />.
<br />
<br />C
<br />O
<br />N
<br />C
<br />.
<br />TO
<br />
<br />C
<br />.
<br />L
<br />.
<br />
<br />O
<br />F
<br />SH
<br />E
<br />A
<br />R
<br />
<br />T
<br />I
<br />E
<br />1"
<br />
<br />C
<br />.
<br />L
<br />.
<br />@U
<br />P
<br />P
<br />E
<br />R
<br /> T
<br />W
<br />O
<br />
<br />T
<br />I
<br />E
<br />S
<br />STIRRUPS
<br />PER TABLE
<br />SHEAR TIES
<br />PER TABLE
<br />6" MIN. 8" MAX.
<br />1'-10" MIN.
<br />12
<br />"
<br />MI
<br />N
<br />.
<br />15
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />22
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />2'-6" MIN. UNO BY EOR
<br />Ca1 PER TABLE
<br />12
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />15
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />22
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />CURB (6" MIN.) WIDTH
<br />FILLER GREATER THAN 1-1/2 IN.
<br />SCALE:NTS.
<br />HFX
<br />RAKE WALL INSTALLATION
<br />1
<br />3
<br />5
<br />2
<br />2
<br />NOTES:
<br />1.WOOD FILLER WITH USP MP4F/LTP4 "G TYPE" @6" ON BOTH SIDES.
<br />2.1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES
<br />3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED THROUGH PRE-PUNCHED HOLES IN PANEL EDGES REQUIRED WHEN
<br />INSTALLING A FILLER GREATER THAN 1-1/2" ABOVE TO BRACE OUT-OF-PLANE HINGE OR WHEN SPECIFIED BY THE DESIGN PROFESSIONAL.
<br />4.PRE-DRILL 3/16" DIA. HOLES, EVENLY SPACED IN FACE OF PANEL NO LESS THAN 2-1/4" OC AND INSTALL 1/4" DIA. WOOD SCREWS INTO
<br />2x (MIN.) WOOD "LEDGER" IN PANEL CAVITY.
<br />5.CONNECTOR AND ATTACHMENT BY BUILDING DESIGN PROFESSIONAL.
<br />PROJECT
<br />CLIENT
<br />0'2'4'8'16'
<br />SHEET TITLE
<br />922 W PARK LN,
<br />SANTA ANA, CA 92706
<br />KAWEHI HOLOMALIA,
<br />KEKANI112299@YAHOO.COM
<br />FOR FIELD VERIFICATION AND
<br />CITY PERMIT ONLY
<br />SAZAN INC.
<br />77 Waldorf, Irvine, CA 92612
<br />HFX.01
<br />HARDY PANEL DETAILS
<br />07/07/2025
<br />EXP. 06-30-2026
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