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SECTION A <br />1. CAVITY ORIENTED FOR CONNECTION ACCESS. <br />2. 1 EA. HARDENED ROUND, 2 EA. SAE OR 2 EA. <br />ROUND -FLAT WASHERS AND 1 EA. GRADE 8 HEX <br />NUT AT BOTH ENDS. SEE HFX1 FOR ANCHORAG <br />3. 8 INCH FRAMING ABOVE (MIN). <br />4. A 2x FILLER WITH 1/4" x 4-1/2" MIN USP -WS <br />SCREWS (OR EQUAL) IS PERMITTED. <br />5. WOOD BACKING FIELD INSTALLED AS NEEDED. <br />ME V) WWI , I SUN) WIM "I I <br />11 <br />1. 4x WOOD FILLER WITH USP MP4-F CONNECTORS (OR EQUAL) BY BUILDING <br />DESIGN PROFESSIONAL. <br />2. 1/4" x 3" (MIN) USP "WS -SERIES" SCREWS (OR EQUAL). QUANTITY PER TABLES <br />3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS IS INSTALLED AT THE EDGES <br />WHEN INSTALLING A 4x FILLER ABOVE OR WHEN SPECIFIED BY DESIGN <br />PROFESSIONAL. <br />4. OPTIONAL LEDGER PRE -DRILL 3/16" DIA. HOLES, EVENLY SPACED IN FACE OF <br />PANEL AND INSTALL 1/4" DIA. WOOD SCREWS INTO 2x (MIN.) WOOD <br />LEDGER LOCATED IN PANEL CAVITY. <br />5. CONNECTOR AND ATTACHMENT BY BUILDING DESIGN PROFESSIONAL. <br />TOP CONNECTION 4X FILLER °0 0 <br />Ain-r= 0- <br />A)OUT OF PLANE FORCES TO BE <br />RESISTED BY OTHER FRAMING <br />MEMBERS PER THE BUILDING <br />DESIGN PROFESSIONAL. <br />B) BALLOON WALL APPLICATIONS <br />REQUIRE HIGH STRENGTH <br />ANCHORAGE. SEE <br />FOUNDATION PLAN AND <br />ANCHORAGE TABLES ON <br />SHEET HFX-1 <br />1. 15# FELT OR EQUIVALENT MOISTURE BARRIER <br />RECOMMENDED BETWEEN PANEL BASE AND <br />CONCRETE. <br />2. 1 EA. HARDENED ROUND, 2 EA. SAE OR 2 EA. <br />ROUND -FLAT WASHERS AND 1 EA. GRADE 8 HEX NUT. <br />SEE HFX1 FOR ANCHORAGE. <br />3. WELDED CONNECTION BY HARDY FRAMES, INC. (NO <br />FIELD CONNECTION REQUIRED). <br />4. A 2x FILLER WITH 1/4" x 4-1/2" MIN USP -WS SCREWS <br />(OR EQUAL) IS PERMITTED. <br />5. WHEN REQUIRED BY THE BUILDING DESIGN <br />PROFESSIONAL ATTACH ADJACENT WOOD MEMBERS <br />TO PANEL WITH 1/4" USP -WS SCREWS (OR EQUAL) <br />THROUGH THE PANEL EDGE INTO THE WOOD <br />MEMBER. <br />I&] <br />101 <br />1. 1/4" x 3" (MIN) USP "WS -SERIES" SCREWS (OR EQUAL). QUANTITY PER TABLES <br />2. 1/4" x 4-1/2" (MIN) USP "WS -SERIES" SCREWS (OR EQUAL). QUANTITY PER TABLES <br />3. 2x WOOD FILLER. <br />T0� PLATE CONNECTIONS <br />1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN <br />PANEL BASE AND CONCRETE. <br />2. 1 EA. HARDENED ROUND, 2 EA. SAE OR 2 EA. ROUND -FLAT WASHERS AND 1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN <br />1 EA. GRADE 8 HEX NUT AT BOTH ENDS. SEE HFX1 FOR ANCHORAGE. PANEL BASE AND CONCRETE. <br />3. ADACCENT FRAMING WITH 1/4" DIAMETER SCREWS IS INSTALLED AT THE 2. 1 EA. HARDENED ROUND, 2 EA. SAE OR 2 EA. ROUND -FLAT WASHERS AND <br />EDGES WHEN INSTALLING A 4x FILLER ABOVE OR WHEN SPECIFIED BY DESIGN 1 EA. GRADE 8 HEX NUT AT BOTH ENDS. SEE HFX1 FOR ANCHORAGE. <br />PROFESSIONAL. <br />INSTALLATION ON FOUNDATION � <br />RAISED FLOOR HEAD -OUT <br />� <br />1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN <br />PANEL BASE AND CONCRETE. <br />2. 1 EA. HARDENED ROUND, 2 EA. SAE OR 2 EA. ROUND -FLAT WASHERS AND <br />1 EA. GRADE 8 HEX NUT. SEE HFX1 FOR ANCHORAGE. <br />NSTALLATION ON 2X PLATE <br />1. PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH MIN 5,000 PSI STRENGTH <br />NON -SHRINK GROUT. <br />2. 1 EA. HARDENED ROUND, 2 EA. SAE OR 2 EA. ROUND -FLAT WASHERS AND <br />1 EA GRADE 8 HEX NUT SEE HFX1 FOR ANCHORAGE <br />KinTCC• <br />ATTACHMENTS MAY BE MADE <br />SCREW HOLES PROVIDED OR <br />WITH SELF TAPPING SCREWS <br />(#12 AT EDGES, #10 AT FACE). <br />�91 <br />SECTION B <br />SECTION A <br />O <br />1. TRIMMERS PROVIDE FULL BEARING FOR HEADER ABOVE, DESIGN AND <br />CONNECTIONS BY OTHERS. <br />2. 6x HEADER. <br />3. WOOD MEMBERS MAY BE INSERTED VERTICALLY OR HORIZONALLY <br />IN CAVITY FOR BACKING AS NEEDED. <br />6x HEADER ABOVE -SECTION <br />1 A. WELDED STRAPS ARE AVAILABLE FROM MANUFACTURER WHEN REQUIRED <br />BY THE DESIGN PROFESSIONAL. <br />1 B. WHEN STRAPS ARE FIELD INSTALLED THE DESIGN AND CONNECTION IS BY <br />THE DESIGN PROFESSIONAL. CONNECTION TO PANEL WITH SELF TAPPING <br />SCREWS IS PERMITTED. <br />2. A 2x WOOD FILLER WITH 1/4"x4-1/2" (MIN.) USP "WS" SERIES SCREWS OR <br />EQUAL IS PERMITTED. <br />3. WHEN CRIPPLE STUDS OCCUR, SHEAR TRANSFER DESIGN TO BE PER THE <br />DESIGN PROFESSIONAL. <br />4A. THERE IS NO "INSIDE" OR "OUTSIDE" FACE OF PANEL. TO PREVENT THE <br />NEED FOR ADDITIONAL HOLES ORIENT THE PANEL CAVITY TOWARD THE <br />FIXTURE BEING INSTALLED. <br />4B. A 1" DIA. HOLE MAY BE ADDED IN THE PANEL FACE WHEN IT IS LOCATED IN <br />THE UPPER HALF OF THE PANEL HEIGHT AND IS 4" MIN. FROM ANY EDGE. <br />FOR PANELS MORE THAN 12" WIDE, ADDITIONAL HOLES MUST ALSO BE 1" <br />MINIMUM ABOVE AND BELOW THE 3" DIA. HOLE PROVIDED. <br />4C. FOR HOLES LARGER THAN 1" DIA. OR TO ADD MORE THAN ONE HOLE <br />CONTACT HARDY FRAMES, INC. <br />TOP CONNECTION TO HEADER � <br />3 <br />2 <br />O <br />O <br />1 <br />° d ° d d Q d ° • a'• .. <br />HFBX <br />° OPTIONAL INSTALLATION WITH <br />d HFBX BASE EXTENSION FOR <br />ADJACENT FRAMING <br />1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN <br />PANEL BASE AND CONCRETE. <br />2. 1 EA. HARDENED ROUND, 2 EA. SAE OR 2 EA. ROUND -FLAT WASHERS AND <br />1 EA. GRADE 8 HEX NUT. SEE HFX1 FOR ANCHORAGE. <br />3. ADJACENT FRAMING OPTIONAL U.N.O. BY BUILDING DESIGN PROFESSIONAL <br />NSTALLATION ON NUTS&WASHERS INSTALLATION ON CURB <br />HFX-SERIES 78 IN. THRU 13 FOOT <br />BALLOON PANELS 14 FEET THRU 20 FEET <br />Net <br />LLJw <br />Hold Down <br />Top <br />Screw Qty <br />Model <br />Height <br />Depth <br />Diameter' <br />Screw Qty2 <br />Available at <br />Number <br />(in) <br />(in) <br />(in) <br />(ea) <br />Edges (ea)3 <br />H FX -12,15,18,21 & 2478 <br />78 <br />3-1/2 <br />1-1/8 <br />15" Width = 8 <br />18" Width = 10 <br />21" Width = 12 <br />24" Width = 14 <br />6 <br />HFX- 15,18,21 & 24x15 <br />176-1/4 <br />HFX- 15,18,21 & 24x16 <br />188-1/4 <br />9" Width = 5 <br />200-1/4 <br />7 <br />HFX- 15,18,21 & 24x18 <br />H FX -9x79.5 <br />79-1/2 <br />3-1/2 <br />1-1/8 <br />12" Width = 6 <br />15" Width = 8 <br />4 <br />H FX -12,15,18,21 & 248 <br />92-1/4 <br />H FX -9x8 <br />93-3/4 <br />Q <br />(n <br />H FX -12,15,18,21 & 249 <br />104-1/4 <br />F_ <br />LU <br />F_ <br />F_ <br />18" Width = 10 <br />LU <br />U) <br />H FX -12,15,18,21 & 24x10 <br />116-1/4 <br />Q <br />U) <br />Q <br />wQ <br />z <br />5 <br />n <br />LL <br />HFX-15,18,21 & 24x11 <br />128-1/4 <br />F_ <br />21" Width = 12 <br />H FX -15,18,21 & 24x12 <br />140-1/4 <br />24" Width = 14 <br />6 <br />H FX -15,18,21 & 24x13 <br />152-1/4 <br />BALLOON PANELS 14 FEET THRU 20 FEET <br />1) Hold down bolts connect to the Panel base with (1 ea) Hardened Round, <br />(2 ea) Round -Flat or (2 ea) SAE Washers below (1 ea) Grade 8 Hex Nut <br />on each rod or as specified by the Building Design Professional. <br />2) 1/4" diameter USP -WS Series screws (or equal). Length is 3" (minimum) <br />when attached directly to the collector and 4-1/2" (minimum) when <br />installing a 2x filler above the Panel. <br />3) Adjacent framing with 1/4" diameter screws is required at the edges when <br />installing a 4X filler above or when specified by the Design ProfessionarA <br />INSTALLATION INSTRUCTIONS <br />A) When installing directly on concrete, place Panel over bolts and connect <br />with (1 ea) Hardened Round, (2 ea) Round -Flat or (2 ea) SAE Washers <br />below (1 ea) Grade 8 or 2H Heavy Hex Nut. Secure with a deep socket <br />(recommended) until "Snug Tight". <br />B) If bottom connection is not detailed on plans, confirm with Design <br />Professional before installing on Nuts & Washers or on a Mudsill. <br />C) Use 1/4"x4-1/2" USP -WS Series screws (or equal) at top connections <br />with a 2x filler. If the top of Panel is in direct contact with the collector <br />above (top plates, header, beam, etc.) use1/4 x 3" (minimum) <br />D) For installations with a 4x filler above 1/4" diameter screws are required <br />at the Panel edges to brace for the out -of -plane hinge or when they are <br />specified by the Design Professional. <br />9" PANEL <br />00 <br />18" PANEL <br />PANCAKE FIXTURE <br />AS NEEDED <br />rumm-0- <br />#12 SELF -TAPPING SCRE' <br />AT EDGE OF PANEL. <br />(BUGLE HEAD WITH SELF <br />DRILLING WING TIP SHOVE <br />0 °°°0 <br />12" <br />2 PANEL <br />21" PANEL <br />15" PANEL <br />24" PANEL <br />10 SELF -TAPPING SCREWS <br />kT FACE OF PANEL. <br />HEX HEAD WITH SELF <br />)RILLING TIP SHOWN) <br />12 SELF -TAPPING SCREWS <br />kT FACE OF PANEL. <br />BUGLE HEAD WITH SELF <br />)RILLING TIP SHOWN) <br />BUGLE HEAD WAFER HEAD FLAT TRUSS MODIFIED TRUSS HEX HEAD <br />SELF DRILLING TIP SELF DRILLING WING TIP <br />NOTES: <br />1) SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANEL <br />FACE WITH # 10 SELF -TAPPING SCREWS SPACED NO LESS THAN 2-1/4" OC. <br />2) ATTACHMENTS TO THE PANEL EDGES ARE MADE WITH # 12 SELF -TAPPING SCREWS. <br />3) STRUCTURAL CONNECTIONS ARE TO BE DESIGNED BY THE DESIGN PROFESSIONAL. <br />4) STRUCTURAL HARDWARE USED TO TRANSFER LOADS SHOULD NOT EXCEED 12 GAGE. <br />REVISIONS DATE <br />Net <br />LLJw <br />Hold Dow <br />Top <br />Screw Qty <br />Model <br />Height <br />Depth <br />Diameter' <br />Screw Qty <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 />3-1/2 <br />1-1/8 <br />15" Width = 8 <br />18" Width = 10 <br />21" Width = 12 <br />24" Width = 14 <br />6 <br />HFX- 15,18,21 & 24x15 <br />176-1/4 <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 />HFX- 15,18,21 & 24x20 <br />236-1/4 <br />1) Hold down bolts connect to the Panel base with (1 ea) Hardened Round, <br />(2 ea) Round -Flat or (2 ea) SAE Washers below (1 ea) Grade 8 Hex Nut <br />on each rod or as specified by the Building Design Professional. <br />2) 1/4" diameter USP -WS Series screws (or equal). Length is 3" (minimum) <br />when attached directly to the collector and 4-1/2" (minimum) when <br />installing a 2x filler above the Panel. <br />3) Adjacent framing with 1/4" diameter screws is required at the edges when <br />installing a 4X filler above or when specified by the Design ProfessionarA <br />INSTALLATION INSTRUCTIONS <br />A) When installing directly on concrete, place Panel over bolts and connect <br />with (1 ea) Hardened Round, (2 ea) Round -Flat or (2 ea) SAE Washers <br />below (1 ea) Grade 8 or 2H Heavy Hex Nut. Secure with a deep socket <br />(recommended) until "Snug Tight". <br />B) If bottom connection is not detailed on plans, confirm with Design <br />Professional before installing on Nuts & Washers or on a Mudsill. <br />C) Use 1/4"x4-1/2" USP -WS Series screws (or equal) at top connections <br />with a 2x filler. If the top of Panel is in direct contact with the collector <br />above (top plates, header, beam, etc.) use1/4 x 3" (minimum) <br />D) For installations with a 4x filler above 1/4" diameter screws are required <br />at the Panel edges to brace for the out -of -plane hinge or when they are <br />specified by the Design Professional. <br />9" PANEL <br />00 <br />18" PANEL <br />PANCAKE FIXTURE <br />AS NEEDED <br />rumm-0- <br />#12 SELF -TAPPING SCRE' <br />AT EDGE OF PANEL. <br />(BUGLE HEAD WITH SELF <br />DRILLING WING TIP SHOVE <br />0 °°°0 <br />12" <br />2 PANEL <br />21" PANEL <br />15" PANEL <br />24" PANEL <br />10 SELF -TAPPING SCREWS <br />kT FACE OF PANEL. <br />HEX HEAD WITH SELF <br />)RILLING TIP SHOWN) <br />12 SELF -TAPPING SCREWS <br />kT FACE OF PANEL. <br />BUGLE HEAD WITH SELF <br />)RILLING TIP SHOWN) <br />BUGLE HEAD WAFER HEAD FLAT TRUSS MODIFIED TRUSS HEX HEAD <br />SELF DRILLING TIP SELF DRILLING WING TIP <br />NOTES: <br />1) SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANEL <br />FACE WITH # 10 SELF -TAPPING SCREWS SPACED NO LESS THAN 2-1/4" OC. <br />2) ATTACHMENTS TO THE PANEL EDGES ARE MADE WITH # 12 SELF -TAPPING SCREWS. <br />3) STRUCTURAL CONNECTIONS ARE TO BE DESIGNED BY THE DESIGN PROFESSIONAL. <br />4) STRUCTURAL HARDWARE USED TO TRANSFER LOADS SHOULD NOT EXCEED 12 GAGE. <br />REVISIONS DATE <br />DATE: <br />1-1-2016 <br />0 <br />LUU) <br />LLJw <br />0 4 <br />M U <br />CD <br />Q <br />} <br />a <br />J <br />U -J <br />� <br />Cn <br />z <br />O <br />U <br />Z <br />�O <br />� <br />Z <br />LL <br />< <br />w <br />Q <br />�Ln <br />F--- <br />LU <br />LL_ <br />LL_ <br />J <br />O <br />a <br />� <br />a <br />_ <br />Q <br />MEMO <br />O <br />~ <br />LLI <br />z <br />3: <br />Q <br />(n <br />J <br />Ur <br />F_ <br />LU <br />F_ <br />F_ <br />z <br />LU <br />U) <br />2i <br />CO <br />T <br />Q <br />U) <br />Q <br />wQ <br />z <br />n <br />LL <br />U) <br />= <br />ry <br />O <br />F_ <br />LL <br />DATE: <br />1-1-2016 <br />(y) <br />© E <br />LLJw <br />0 4 <br />M U <br />CD <br />Q <br />} <br />U M <br />J <br />Q <br />w <br />W � <br />o� <br />o <br />N o <br />W Cn <br />I ­_o <br />- co <br />�Ln <br />wo <br />0 <br />�co <br />Ow <br />MEMO <br />4 z <br />�O <br />J <br />aLU <br />L <br />J <br />CCOO W <br />I~ F� <br />T <br />DATE: <br />1-1-2016 <br />