Hardy Frame Shearwall System Installation Guide

Transcription

1 Hardy Frame Shearwall System Installation Guide Easy as 1, 2, 3 1. Embed Anchors Select Template Kit based on product width and anchor grade STD=ASTM F1554 GR 3 HS=ASTM A193 GR B7 2. Bottom Connection S E R I E S Place Panel or Brace Frame on anchors Secure with Hardened Round Washers and Grade 8 Hex Nuts 3. Top Connection Connect to top plates with 1/4" diameter screws HARDY FRAME PANEL AT TOP PLATES See inside for other installations including fillers, garage portals and beams 789 S. Victoria Ave., Suite 200 Ventura, California IG 1/11

2 PRODUCTS 1 Panel Balloon Panel Hardy Frame Product Listing HFX-Series Depth Width Height Weight (lbs) HFX/S-Series Height Weight (lbs) HFX-9x /2" 81 NA 9" HFX-9X8 93-3/4" 95 HFX/S-9x8 9 5/8" 98 HFX-12x78 78" 91 NA HFX-12x8 92-1/4" 10 HFX/S-12x8 9-5/8" " HFX-12x /4" 11 HFX/S-12x /8" 121 HFX-12x /4" 128 HFX/S-12x /8" 133 HFX-18x78 78" 113 NA HFX-18x8 92-1/4" 131 HFX/S-18x8 9-5/8" 137 HFX-18x /4" 144 HFX/S-18x /8" 150 HFX-18x10 18" 11-1/4" 158 HFX/S-18x /8" /2" HFX-18x /4" 177 HFX/S-18x /8" 183 HFX-18x /4" 190 HFX/S-18x /8" 19 HFX-18x /4" 203 HFX/S-18x /8" 209 HFX-24x78 78" 148 NA HFX-24x8 92-1/4" 172 HFX/S-24x8 9-5/8" 180 HFX-24x /4" 190 HFX/S-24x /8" 198 HFX-24x10 24" 11-1/4" 209 HFX/S-24x /8" 217 HFX-24x /4" 233 HFX/S-24x /8" 241 HFX-24x /4" 251 HFX/S-24x /8" 259 HFX-24x /4" 29 HFX/S-24x /8" 277 HFX-32x8 92-1/4" 138 HFX/S-32x8 9-5/8" 145 HFX-32x /4" 13 HFX/S-32x /8" 170 HFX-32x /4" 188 HFX/S-32x /8" " HFX-32x /4" 213 HFX/S-32x /8" 220 HFX-32x /4" 238 HFX/S-32x /8" 245 HFX-32x /4" 23 HFX/S-32x /8" /2" HFX-44x8 92-1/4" 15 HFX/S-44x8 9-5/8" 13 HFX-44x /4" 181 HFX/S-44x /8" 189 HFX-44x /4" 20 HFX/S-44x /8" " HFX-44x /4" 231 HFX/S-44x /8" 239 HFX-44x /4" 25 HFX/S-44x /8" 24 HFX-44x /4" 281 HFX/S-44x /8" 289 HFX-18x14 Hardy Frame Balloon Wall Application 14-1/4" 221 HFX-18x /4" 237 HFX-18x /4" 250 HFX-18x17 18" 200-1/4" 24 HFX-18x /4" 283 HFX-18x /4" 29 HFX-18x /4" /2" HFX-24x /4" 290 HFX-24x /4" 311 HFX-24x /4" 329 HFX-24x17 24" 200-1/4" 348 HFX-24x /4" 372 HFX-24x /4" 390 HFX-24x /4" 408

3 PRODUCTS Post Hardy Frame Product Listing HFP-Series Depth Width Height Weight (lbs) HFX/S-Series Height Weight (lbs) HFP8-7/8 92-1/4" 42 HFP/S8-7/8 9-5/8" 44 HFP8-1 1/8 92-1/4" 42 HFP/S8-1 1/8 9-5/8" 44 HFP9-7/ /4" 47 HFP/S9-7/ /8" 49 HFP9-1 1/ /4" 47 HFP/S9-1 1/ /8" 49 HFP10-7/8 11-1/4" 52 HFP/S10-7/ /8" 54 HFP10-1 1/8 3-1/2" 3-1/2" 11-1/4" 52 HFP/S10-1 1/ /8" 54 HFP11-7/ /4" 57 HFP/S11-7/ /8" 59 HFP11-1 1/ /4" 57 HFP/S11-1 1/ /8" 59 HFP12-7/ /4" 2 HFP/S12-7/ /8" 4 HFP12-1 1/ /4" 2 HFP/S12-1 1/ /8" 4 HFP13-7/ /4" 7 HFP/S13-7/8 15-5/8" 9 HFP13-1 1/ /4" 7 HFP/S13-1 1/8 15-5/8" 9 Hardy Frame Accessories Single Use Templates Weight (lbs) Face to Face Templates Weight (lbs) CMU Templates Weight (lbs) HFXT9 0.8 HFXDT9 2.0 HFXT-CMU9 0.8 HFXT HFXDT HFXT-CMU HFXT HFXDT HFXT-CMU HFXT HFXDT HFXT-CMU HFXT HFXDT HFXT-CMU32 2. HFXT HFXDT44.4 HFXT-CMU STD Template Kits Weight (lbs) HS Template Kits Weight (lbs) Bolt Brace Weight (lbs) HFXTK HFXTK-HS HFXBB9 0.3 HFXTK HFXTK-HS HFXBB HFXTK HFXTK-HS HFXBB18 0. HFXTK HFXTK-HS HFXBB HFXTK HFXTK-HS HFXTK STD Tension Connector Kits Weight (lbs) HS Tension Connector Kits Weight (lbs) Bearing Plates Weight (lbs) HFTC-7/8 STD 14.5 HFTC-7/8 HS 15.5 HFXBP12 (Length = 18") 13 HFTC-12 STD 17.5 HFTC-12 HS 18.5 HFXBP18 (Length = 24") 17 HFTC-18/24 STD 20.0 HFTC-18/24 HS 21.0 HFXBP24 (Length = 30") 21 Base Extension Weight (lbs) Reducer Weight (lbs) Bolt Lever Weight (lbs) HFBX 2 HFR 0.2 HFBL 21 Saddles Weight (lbs) Deep Socket Weight (lbs) Stacking Washers Weight (lbs) HFS24 3 HFDS 7/8 2 HFSW12 1 HFS3 4 HFDS-1 1/8 3 HFSW18/24 2 Notes 1) For Panels, adding STK after the model number indicates HFX-Series Stacking Panels with built-in Plate Washers at the top channel. 2) Custom heights are available for Panels s and Posts not to exceed the maximum height listed for that product. 3) Model number HFX-9x79.5, HFX-12x78, HFX-18x78 and HFX-24x78 Panels come with two straps welded to the solid face. 4) All Panels, s and Posts are a 3-1/2 depth. Refer to Attachment page for a description of installation in 2x and greater wall depths. 2

4 TM ANCHORAGE NOTE: HFX HOLD DOWN CENTER LINES ARE NOT THE SAME AS ORIGINAL SERIES PRODUCTS 10 INCH MAXIMUM OR PER PLANS 3 MIN. 10 INCH MAXIMUM OR PER PLANS VARIES WITH PANEL/BRACE FRAME WIDTH CURB ELEVATION BOLT BRACE SEE TABLE NOTE 7 P0P-OUT PER PLAN 10-INCH MAXIMUM OR PER PLAN 3" MIN C a2 C a2 CURB SECTION OTHER SECTION VIEWS SIMILAR 3 L t 4 MIN # 3 REBAR, GRADE 0 (MIN) TIE FIELD TIE TABLE FOR OVERLAP HOLD DOWN ANCHOR SHEAR TIE REINFORCEMENT H.D. # 3 REBAR TIE SEE TABLE FOR REQUIRED QUANTITY 3 MIN. 5 1/2" HFX-9 8 1/2" HFX-12 EXTERIOR SLAB ELEVATION 12 3/4" HFX /4" HFX-24 3 MIN. 20 1/2" HFX-32 SHEAR CURB INTERIOR SLAB ELEVATION 31" HFX-44 GROUT FILLED CMU OR CONCRETE (PER PLAN) PER PLAN ANCHORAGE NOMENCLATURE 1 1/8-STD C a 1 C a 2 l e ROD GRADE ROD DIAMETER = Length of Embed into Footing C a2 = Edge, End Distance ANCHORAGE NOMENCLATURE 1-1/8-HS C a 1 C a 2 l e ROD GRADE ROD DIAMETER = Length of Embed into Footing C a2 = Edge, End Distance 3 MIN. FOOTING DEPTH AND WIDTH MAY DECREASE BEYOND DIMENSION STEM WALL ELEVATION NOTE: COUPLING NUTS MAY BE USED TO EXTEND ALL THREAD ROD LENGTH THROUGH GROUT FILLED CMU OR CONCRETE Product Width (in) Max Height (ft) Anchorage 1 (See Nomenclature for Description) 4, 5, Shear Tie Quantity Tie Length (in) STD ROD 2 HS ROD 3 STD ROD HS ROD /8-STD NA NA 7 1/ /8-HS /2 1 1/8-STD /8-HS NA 1 1/8-HS NA /8-STD /8-HS NA 1 1/8-HS NA /2 7/8-STD /8-HS ) Applies to 2500 psi compressive strength concrete, both seismic and wind loading 2) STD indicates rods complying with ASTM F1554 Grade 3 with a Hardy Frame Bolt Brace (HFXBB) double nutted on the embed end. 3) HS indicates rods complying with ASTM A 193 Grade B7 (or equal) with a1/2x3x3 plate washer double nutted on the embed end. HFXBB is recommended. 4) Concrete edge distance must comply with ACI D8.2. 5) Installations on curbs or stemwalls must be inch width minimum, and may require supplemental shear reinforcement per ACI , fc = 2500 psi ) Shear Ties are not required for installations away from the Foundation Edge, for installations on wood framing or for Braced Wall Panel applications. 7) Bolt Brace is used for bolt alignment. When used with STD grade rods plate washers are not required. When used with HS grade rods plate washers are still required. 8) Foundation Design is by others 9) The Building Design Professional is permitted to modify these details to accommodate a specific condition.

5 TM TEMPLATE KITS Hardy Frame HFX-Series Template (HFXT) Grade 8 Hex Nut Hardened Round Washers ALT: two SAE Washers ALT: two Flat-Round Washers Hold Down Anchor STD = ASTM F1554 Grade 3 HS = ASTM A193 Grade B7 Hardy Frame Bolt Brace (HFXBB) 1/2 x 3 x 3 Plate Washer - not required for STD specification Standard Grade Hex Nut minimum HFXBB - Bolt Brace Hardy Frame HFX-Series Template Kit (HFXTK) Panel Kit at Slab Panel Kit at Curb Kit at Interior Footing Hardy Frame Bolt Brace Hardy Frame HFX-Series Template Kit Components Panels s Kit Model Number Template (1 ea) Bolt Brace (1 ea) Hold Down Anchor Assembly 1-1/8 STD 1-1/8 HS 7/8 STD 7/8 HS HFXTK9 HFXT9 HFXBB9 2 HFXTK12 HFXT12 HFXBB12 2 HFXTK-HS12 HFXT12 HFXBB12 2 HFXTK18 HFXT18 HFXBB18 2 HFXTK-HS18 HFXT18 HFXBB18 2 HFXTK24 HFXT24 HFXBB24 2 HFXTK-HS24 HFXT24 HFXBB24 2 HFXTK32 HFXT32 NA 2 HFXTK-HS32 HFXT32 NA 2 HFXTK44 HFXT44 NA 2 HFXTK-HS44 HFXT44 NA 2 Hold Down Anchor Assemblies: 1-1/8 STD = 1-1/8 x 32" ASTM F1554 Grade-3 all thread with(1)-hardened Round Washer & (3) Grade 8 Hex Nuts. 1-1/8 HS = 1-1/8 x 38" ASTM A193 Grade-B7 all thread with (1) Hardened Round Washer, (1) 1/2x3x3 ASTM A3 Plate Washer & (3) Grade-8 Hex Nuts 7/8 STD = 7/8 x 30" ASTM F1554 Grade-3 all thread with(1)-hardened Round Washer & (3) Grade 8 Hex Nuts. 7/8 HS = 7/8 x 31" ASTM A193 Grade-B7 all thread with (1) Hardened Round Washer, (1) 1/2x3x3 ASTM A3 Plate Washer & (3) Grade-8 Hex Nuts 1) All Thread length = length of embed (le) + 12 (formboard) + (Kit assembly + height above concrete) For Raised Floor installations adjust the all thread length or extend length with a Grade 8 Coupling nut 2) The Hardened Round Washers for connecting the Panel base may be substituted with two SAE or two Round-Flat Washers 3) STD assemblies require a Hardy Frame Bolt Brace (Minimum) double nutted at the embed end 4) HS assemblies require 1/2x3x3 ASTM A3 Plate Washer (Minimum) and the Hardy Frame Bolt Brace is recommended 5) HS all thread rods provided by Hardy Frames, Inc. are stamped on both ends HF B7 4

6 PANEL INSTALLATIONS TM 2-3/4 Hardy FramePANEL PanelBOTTOM HARDY FRAME on concrete ON CONCRETE Base Extension HFBX attachment for adjacent framing Bearing Plate HFXBP Install below Panel directly on Rim. Requires 3" end distance (Panels only) 4-1/4 Hardy Frame Panel at raised floor head out Hardy FramePANEL PanelBOTTOM Hardy Frame Panel HARDY FRAME HARDY FRAME PANEL BOTTOM on and washers (RequiresON MUD SILL on wood sill ONnuts DOUBLE NUT 5,000 psi non-shrink grout) HARDY FRAME PANEL BOTTOM ON RAISED FLOOR ON CONCRETE Hardy Frame Panel on raised floor 1/4 x 4 1/2" screws Hardy Frame Panel Hardy Frame Panel Hardy Frame Panel straight stack installation. stagger-stack installation. to two Hardy Frame Note: Stacking Washers Note: Stacking Washers Posts below HARDY FRAME PANEL BOTTOM HARDY FRAME PANEL HARDY FRAME in PANEL BOTTOM are required the top are required in thebottom top HARDY FRAME PANEL BOTTOM 2 POSTS STAGGER STACK ONchannel MULTI STORY of lower Panel. channel of lower Panel. ON RAISED FLOOR Hardy Frame Panel Hardy Frame Panel Hardy Frame Panel at top plates with 2x filler at Portal 1/4 x 3"screws (straps may be 1/4 xpanel 3" screws HARDY FRAME AT TOP PLATES 1/4 x 4PANEL 1/2" screws HARDY FRAME WITH 2X FILLER required by design professional) HARDY FRAME include PANEL welded AT PORTAL Note: 78" heights straps Floor to Floor connectors Hardy Frame Tension Connector Kit Componentsnts Panels HFTC Tension Kit Model Number STK Stacking Washer Connector Rod Assembly 1-1/8 STD 1-1/8 HS 5 HFTC12- STD 2-HFSW12 HFTC12- HS 2-HFSW12 HFTC18/24 STD 2-HFSW18/24 HFTC18/24 HS 2-HFSW18/ Hardy Frame Panel with 4x filler 1/4 x 3" screws (custom heights available) HARDY FRAME PANEL WITH 4X FILLER Connector Rod Assemblies: HFTC-1 1/8 STD = 1-1/8 x 2" ASTM F1554 Grade-3 all thread with (2) Hardened Round Washers & (2) Grade 8 Hex Nuts. HFTC-1 1/8 HS = 1-1/8 x 2" ASTM A193 Grade-B7 all thread with (2) Hardened Round Washers & (2) Grade 8 Hex Nuts. 1) Hardy Frame STK washers are required in the top channel of Panels when connnecting to a hold down rod from above. 2) All Thread length fits up to a 14 joist depth + 3/4" subfloor + (4) 2x wood plates 3) Each Hardened Round Washer may be substituted with two SAE or two Round-Flat Washers 4) HS all thread rods provided by Hardy Frames, Inc. are stamped on both ends HF B7 Refer to the Hardy Frame Catalog and Installation Details for more specific information

7 TM PANEL & CONNECTOR INFORMATION Model Number Net Height (in Hardy Frame HFX-Series Panel - Dimensions & Connectors Width (in) Depth (in Anchorage Call-Out - STD Rods 1 Dia-Grade-le-Ca 1,2 Anchorage Call-Out - HS Rods 1 Dia-Grade-le-Ca 1,2 Top Screw Qty 2,3 (ea) Bottom Screw Qty 2,4 (ea) Edge Screw QTY Available 5 (ea) HFX-9x /2 HFX-9x8 93 3/ /2 1 1/8-STD NA 5 NA 4 HFX-12x HFX-12x8 92 1/ /2 1 1/8-STD /8-HS HFX-12x /4 HFX-12x /4 5 HFX-18x78 78 HFX-18x8 92 1/4 4 HFX-18x /4 HFX-18x /4 1 1/8-STD /8-HS HFX-18x /4 5 HFX-18x /4 HFX-18x / /2 10 HFX-18x /4 HFX-18x /4 HFX-18x /4 HFX-18x /4 NA 1 1/8-HS NA HFX-18x /4 7 HFX-18x /4 HFX-18x /4 8 HFX-24x HFX-24x8 92 1/ HFX-24x /4 HFX-24x /4 1 1/8-STD /8-HS HFX-24x / HFX-24x /4 HFX-24x / /2 HFX-24x /4 14 HFX-24x /4 HFX-24x /4 HFX-24x /4 NA 1 1/8-HS NA HFX-24x /4 7 HFX-24x /4 HFX-24x /4 8 Panel Balloon Panel (14'- 20 Heights) Notes 1) STD Hold Down rods must comply with ASTM F 1554 Grade 3. HS Hold Down rods must comply with a high strength steel specification, High Strength rods include but are not limited to ASTM F 1554 Grade 105, ASTM A 193 Grade B7 and ASTM A 354 Grade BD. ANCHORAGE NOMENCLATURE PANEL NOMENCLATURE 2) Screws are 1/4-inch diameter USP-WS Series (ESR-271) or equal with a 1 1/8-STD HFX-18 x 9 minimum allowable design value of 311 lbs. (excluding any duration of load C a 1, 2 stress increase) based on connecting metal (No. 12 gage) to wood (specific l e gravity of 0.50 or greater). ROD GRADE ROD DIAMETER 3) Top screw length is 3-inches when attaching directly to the collector. When installing a 2-by wood filler (specific gravity of 0.5 or greater) at the top connection, the minimum screw length is 4-1/2 inches. STACKING PANEL NOMENCLATURE HFX-18 x 9 - STK 4) Bottom screw length is 4-1/2 inches at Panel and connections, STACKING 3-inches at Hardy Frame Bearing Plate. NOMINAL HEIGHT 5) 1/4 diameter screws are required at Balloon Panels, when installing fillers ACTUAL WIDTH above greater than 1-1/2" or when specified by the Building Design Professional. PRODUCT SERIES 9 inch wide Panels are intended for installation directly on concrete. Heights are 1-1/2" greater than all other HFX-Series Panels. NOMINAL HEIGHT ACTUAL WIDTH PRODUCT SERIES NOTE: Model number followed by STK indicates Stacking Panel with built-in plate washers at top.

8 TM BRACE FRAME INSTALLATIONS Hardy Frame on concrete Hardy Frame at raised floor head out Hardy Frame on nuts and washers (Requires 5,000 psi non-shrink grout) BOTTOM ON DOUBLE NUT Hardy Frame on wood sill BOTTOM ON MUD SILL Hardy Frame Hardy Frame on raised floor 1/4 x 4 1/2" screws straight HARDY FRAME stack BRACE installation FRAME BOTTOM ON MULTI STORY (check cumulative forces) BOTTOM ON RAISED FLOOR Hardy Frame stagger-stack installation BOTTOM STAGGER Hardy Frame to two Hardy Frame BOTTOM 2 POSTS Posts below Hardy Frame TOP WITH TOP PLATE at top plates 1 1/4 x 3" screws Hardy Frame TOP WITH FILLER with 2x filler 1/4 x 4 1/2" screws Hardy Frame 4X FILLER with 4x filler 1/4 x 3" screws (custom heights available) Hardy Frame at Portal 1/4 x 3" screws. Straps may be required. 7 Floor to Floor connectors HFTC Hardy Frame Tension Connector Kit Componentsnts Tension Kit Model Number STK Stacking Washer HFTC-7/8 STD NA 2 s Connector Rod Assembly 7/8 STD 7/8 HS HFTC-7/8 HS NA 2 Connector Rod Assemblies: Refer to the Hardy Frame Catalog and Installation Details for more specific information HFTC-7/8 STD = 7/8 x 2" ASTM F1554 Grade-3 all thread with (2) Hardened Round Washers & (2) Grade 8 Hex Nuts. HFTC-7/8 HS = 7/8 x 2" ASTM A193 Grade-B7 all thread with (2) Hardened Round Washers & (2) Grade 8 Hex Nuts 1) Plate washers are built into all four corners of Brace Frames. STK washers are not required. 2) All Thread length fits up to a 14" joist depth + 3/4" subfloor + (4) 2x wood plates 3) Each Hardened Round Washer may be substituted with two SAE or two Round-Flat Washers 4) HS all thread rods provided by Hardy Frames, Inc. are stamped on both ends HF B7

9 TM BRACE FRAME CONNECTOR INFORMATION Hardy Frame HFX-Series Dimensions and Connectors Model Number Net Height (in) Width (in) Depth (in) Anchorage STD Anchorage HS Top Screw Qty (ea) Bottom Screw Qty (ea) HFX-32x8 92-1/4" HFX-32x /4" HFX-32x /4" HFX-32x /4" /2" 7/8-STD /8-HS HFX-32x /4" HFX-32x /4" HFX-44x8 92-1/4" 17 HFX-44x /4" 15 HFX-44x /4" /2" 7/8-STD /8-HS HFX-44x /4" 14 HFX-44x /4" HFX-44x /4" 1) For top and bottom shear connections use 1/4 inch diameter USP WS-Series, SDS-Series or equivalent screws. BRACE FRAME NOMENCLATURE HFX-32 x 9 NOMINAL HEIGHT ACTUAL WIDTH PRODUCT SERIES ANCHORAGE NOMENCLATURE 7/8 - STD C a 1, 2 l e ROD GRADE ROD DIAMETER HFX Series 32" Bolt Pattern TOP & BOTTOM 5 3/4" 20 1/2" 5 3/4" 32" 32" Hardy Frame HFX-Series TOP & BOTTOM HFX Series 44" Bolt Pattern 1/2" 31" 1/2" 44" 44" Hardy Frame HFX-Series Model Number Hardy Frame HFP-Series Post Net Height (in) Width (in) Depth (in) Hold Down Diameter (in) 7/8 HFP8-7/8 92 1/4 HFP8-1 1/8 92 1/4 1 1/8 HFP9-7/ /4 7/8 HFP9-1 1/ /4 1 1/8 HFP10-7/8 11 1/4 7/8 HFP10-1 1/8 11 1/4 1 1/8 3-1/2 3-1/2 HFP11-7/ /4 7/8 HFP11-1 1/ /4 1 1/8 HFP12-7/ /4 7/8 HFP12-1 1/ /4 1 1/8 HFP13-7/ /4 7/8 HFP13-1 1/ /4 1 1/8 POST NOMENCLATURE HFP9-7/8 HD DIA NOMINAL HEIGHT SERIES Hardy Frame Post Hardy Frame Post HARDY on concrete FRAME POST HARDY on nut BOTTOM FRAME and washer POST BOTTOM ON (requires DOUBLE 5,000 NUT psi ON DOUBLE NUT non-shrink grout) 8

10 PRE-ASSEMBLED MOMENT FRAME INSTALLATIONS 5 1/4 " AT D9, D12 7 1/2 " AT D18 2x TOP PLATE BY OTHERS 2x Top Plate Connects to 3x nailer with USP MP4 F (or LTP 4) connectors on each face. Quantity by Building Design Professional. SIDEPLATES STEEL COLUMN 4" AT D9, D12 " AT D18 2x COLUMN NAILER BASE PLATE 1/2" SIDEPLATE COLUMN SIDEPLATE BEAM VARIES W in (steel to steel) W out (outside of 2x to outside of 2x) h 1 (Top of concrete to lowest point of header/sideplate assembly Actual Double Plate Height (Top of concrete to top of field installed 2x) FILL GAP WITH 5000 PSI (MIN) NO-SHRINK GROUT EDGE VIEW TOP OF CONCRETE 5" AT D9, D12 7" AT D18 ANCHOR BOLT ASSEMBLY Section of Header With Nailers and Plates Section at Roof Framing Elevation of header tie plate connectors required on both faces for shear transfer Pre-installed wood nailers 2x4 at all column flanges 3x at top and bottom of D9, D12 header 3x8 at top and bottom of D18 header Section of Header With Nailers and Plates Section at Roof Framing On Nuts On & Washers Nuts & Washers (Requires (Requires 5,000 psi 5,000 Non-Shrink psi Non-Shrink Grout Grout On Nuts & Washers (Requires 5,000 psi Non-Shrink Grout On Nuts & Washers (Requires 5,000 psi Non-Shrink Grout On Nuts & Washer pinned base (requires 5,000 psi non-shrink grout) On Concrete On Concrete Section of Header With Nailers and Plates Elevation of header tie plate On Concrete Section of Header Section at Joist On Concrete connectors - Section of Header With Nailers and Plates required on both faces with Nailers and Plate Hanging Condition for shear transfer Section at Roof Framing Section of Header With Nailers and Plates Section at Joist - Bottom Cord Bearing Section at Joist - Hanging Condition Section at Roof Framing Elevation of header tie plate connectors required on both faces Elevation of for header shear tie transfer plate connectors required on both faces for shear transfer On Concrete pinned base Section at Roof Framing Section at Elevation of header tie plat connectors required on bo for shear transfer 9 On Nuts & Washers Fixed Base On Nuts On & Washers Nuts & Washers Fixed Base Fixed Base On Nuts & Washers Fixed Base On Concrete Fixed Base On Concrete On On Concrete Fixed Fixed Base Fixed Base Base On Concrete Fixed Base Section at Joist - Bottom Cord Bearing Section at Joist - Bottom Cord Bearing Elevation at header USP MP4-F (or LTP4) connectors on each face for shear transfer. Minimum quantity by Building Design Professional. Section at Joist - Hanging Condition Section at Joist - Bottom Cord Bearing Section at Joist - Hanging Condition

11 MOMENT FRAME CONNECTOR INFORMATION Nominal 8 foot Wall Height ( 8 0-3/4 ) Nominal 9 foot Wall Height ( 9 0-3/4 ) Model W in W out h1 Weight Model W in W out h1 Weight Number ft-in ft-in ft-in lbs Number ft-in ft-in ft-in lbs HF-D9 x /4 987 HF-D9 x /4 1,04 HF-D9 8x /4 1,051 HF-D9 8x /4 1,128 HF-D9 8x8 H /4 1,102 HF-D9 8x9 H /4 1,179 HF-D12 8x / /4 890 HF-D12 8x / /4 938 HF-D18 8x /2 11-3/4 1,412 HF-D18 8x / /4 1,490 HF-D9 10x /4 1,173 HF-D9 10x /4 1,250 HF-D12 10x / /4 954 HF-D12 10x / /4 1,002 HF-D18 10x /2 9-1/4 1,50 HF-D18 10x / /4 1,728 HF-D9 12x /4 1,244 HF-D9 12x /4 1,321 HF-D12 12x / /4 1,018 HF-D12 12x / /4 1,07 HF-D18 12x /2 9-1/4 1,74 HF-D18 12x / /4 1,824 HF-D9 14x /4 1,315 HF-D9 14x /4 1,392 HF-D12 14x / /4 1,083 HF-D12 14x / /4 1,131 HF-D18 14x /2 9-1/4 1,842 HF-D18 14x / /4 1,919 HF-D18 14x8 H /4 2,372 HF-D18 14x9 H /4 2,471 HF-D9 1x /4 1,42 HF-D9 1x /4 1,539 HF-D18 1x /2 9-1/4 1,938 HF-D18 1x / /4 2,015 HF-D18 1x8 H /4 2,502 HF-D18 1x9 H /4 2,01 HF-D18 18x8 H /4 2,33 HF-D18 18x9 H /4 2,732 HF-D18 20x8 H /4 2,73 HF-D18 20x9 H /4 2,82 Nominal 10 foot Wall Height ( /4 ) Model W in W out h1 Weight Number ft-in ft-in ft-in lbs HF-D9 x /4 1,141 HF-D9 8x /4 1,205 HF-D9 8x10 H /4 1,25 HF-D12 8x / /4 987 HF-D18 8x / /4 1,57 HF-D9 10x /4 1,327 HF-D12 10x / /4 1,051 HF-D18 10x /2 8 91/4 1,805 HF-D9 12x /4 1,398 HF-D12 12x / /4 1,115 HF-D18 12x / /4 1,901 HF-D9 14x /4 1,49 HF-D12 14x / /4 1,180 HF-D18 14x / /4 1,997 HF-D18 14x10 H /4 2,570 HF-D9 1x /4 1,1 HF-D18 1x / /4 2,093 HF-D18 1x10 H /4 2,701 HF-D18 18x10 H /4 2,831 HF-D18 20x10 H /4 2,92 MOMENT FRAME NOMENCLATURE HF-D9 8 X 9 H H SERIES (HEAVY DUTY) AS OCCURS NOMINAL 1ST STORY DOUBLE PLATE HEIGHT (FT) NOMINAL CLEAR SPAN (FT) NOMINAL WIDTH OF COLUMN (IN) HARDY FRAME For a complete list of standard sizes see the Hardy Frame Moment Frame Catalog Two Story Frames available All model numbers shown ship pre-assembled; over-sized frames ship as knock-down units that require field welding and special inspection by others D9 =BUILT UP 8x3 4" 9" 10" D12 COLUMN W12 x 22 " 12 1/4 13 1/4 3" 4" 5" Template Kits Model Rod Dia Rod Lgth QTY HFT HFBB HFTK-D9 3/4 in HFTK-D12 3/4 in HFTK-D18 1 1/8 in Rod material is ASTM F-1554 grade 3 Plate washers, flat washers and nuts included. Double nut at HFT Top of bolt to top of concrete is 4 ¼" Measured Distance from notch to notch is Moment Frame W IN dimension 2x4s Placed Flat Double nut at plate washer and bolt brace 3" 4" 5" D9 =BUILT UP 8x3 4" 9" 10" BASE PLATE = COLUMN = 4 x COLUMN WOO ANCHORS = ¾ ALL THREAD D12 COLUMN W12 x 22 ASTM A53 Grade A BASE PLATE = coupling nut may be COLUMN = 4 x used to extend 3" 4" rod 5" length when necessarycolumn WOO ANCHORS = ¾ " 12 1/4 ALL THREAD Bolt Brace and plate washers 13 1/4 D18 = W18 x 35 " 17 3/4 18 3/4 D18H = W18x4 Form boards " 18" 18 3/4" 3" 4" 5" 4" " 7" 4" " 7" BASE PLATE COLUMNS W WOOD TO COLUMN W WOOD TO W ANCHORS = ALL THREA BASE PLATE COLUMNS W WOOD 10 TO COLUMN W WOOD TO W ANCHORS = ALL THREA

12 TM ATTACHMENTS Hole chart and Attachments 3 DIAMETER HOLE PROVIDED IN FACE OF 18 AND 24 WIDE PANELS 9 1 UPPER HALF (PANEL HEIGHT 2) Hole Chart An additional 1 diameter hole may be drilled in the upper half of the Panel when it is located in the hatched area. To drill more than one hole, a larger diameter hole or a hole in a location outside of the hatched area, contact Hardy Frames, Inc. There is not an inside or outside face for the Panel. To avoid the need for additional holes, orient the open face toward the fixture to be installed. 4 4 Wood For attaching wood, siding, drywall and other surface finishes to the Panel or face #10 Flat or Wafer Head, self-tapping screws with a Winged self drilling (SD) SELF DRILLING SD POINT WING TIP SD point SELF are TAPPING recommended. When SELF connecting TAPPING to the edge of Panels, use a #12 diameter screw. BUGLE HEAD WAFER HEAD SELF DRILLING SD POINT WING TIP SD SELF DRILLING SD POINT FLAT BUGLE TRUSS HEAD SELF MODIFIED WAFER TAPPING TRUSS HEAD WING TIP SD SELF DRILLING SD POINT WING TIP SD BUGLE HEAD Steel HEX HEAD WAFER HEAD When attaching steel connectors FLAT TRUSS (12-gage maximum) MODIFIED TRUSS fixtures, electrical boxes, wire BUGLE mesh, HEAD etc. to SELF the WAFER DRILLING Panel HEAD or Brace SD POINT Frame face WING #10 Hex, TIP SD Flat Truss or Modified Truss Head with a Self Drilling (SD) point FLAT are TRUSS recommended. MODIFIED When TRUSS connecting to the edge of Panels, use a HEX #12 HEAD diameter. BUGLE HEAD WAFER HEAD FLAT TRUSS MODIFIED TRUSS HEX HEAD HEX HEAD FLAT TRUSS SELF DRILLING SD POINT MODIFIED SELF TRUSS TAPPING WING TIP SD HEX HEAD BUGLE HEAD WAFER HEAD FLAT TRUSS 789 S. Victoria Ave., Suite 200, Ventura, California HEX HEAD MODIFIED TRUSS