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BACK TO BACK REINFORCED ANCHORAGE (BB -RA) Model Panel Width (in) Anchorage 1 Rod Dia (in) Rod 2°3 Grade RA BB-- Stirrups 9 (in) Shear? Ties leo (in) Cal (in) Ca26 (in) Shear7,8 le CalS& Ca2 5" 5-1/2" 6" H FX -21 x 18" (in) Grade # 3 (min)@ # 3 (min) H FX -9x 9 1 -1/8 -STD -BB -RA STD STD 13 0f 8-# 4 8 - # 4 @ 1 -1/8 -STD -13-19 � STD 13 19-3/4 19-3/4 HFX-12x 3-3/4" OC 3-3/4" OC W Z HFX-12x 12 HFX-12x 12 1 -1/8 -STD -BB -RA � �J STD 18 9-#4 w 11 -#4 # 3 (min) @ 4" OC 1 -1/8 -HS -BB -RA HS HFX-15x 15 1 -1/8 -STD -BB -RA STD 20 12-#4 # 3 (min) 1 -1/8 -HS -BB -RA HS 1 -1/8 -STD -RA STD 1-1/8 1 -1/8 -HS -RA HS 11 HFX-18x 18 1 -1/8 -STD -BB -RA STD 23 1-1/8 15 15-#4 11 10-#4 HFX-15x, 18x1 1 -1/8 -HS -BB -RA -1/8 -HS -20-30 HS 18 20-5/8 30 STD # 4 (min) @4 H FX -21 x 21 1 -1/8 -STD -BB -RA STD 16-#4 1 -1/8 -HS -RA 1 -1/8 -STD -14-20 1 -1/8 -HS -BB -RA 14 HS H FX -21 x, 24x 78" - 13' 20-5/8 26 1 -1/8 -HS -23-34 HFX-24x 24 1 -1/8 -STD -BB -RA 21 STD HFX-21x, 24x2 STD 18 - # 4 1 -1/8 -HS -BB -RA HS BACK TO BACK REINFORCED ANCHORAGE NOMENCLATURE 1 -1/8 -STD -BB -RA L REINFORCED ANCHORAGE "BACK TO BACK" INSTALLATION ROD GRADE ROD DIAMETER REINFORCED ANCHORAGE (RA) Model Panel Width (in) Anchorage 1 Rod Dia (in) Rod 2'3 Grade RA Stirrups 9 (in) Shear? Ties leo (in) Cad (in) Ca2 (in) Rod 2'3 Shear7,8 le CalS& Ca2 5" 5-1/2" 6" H FX -21 x 18" (in) Grade # 3 (min)@ H FX -9x 9 1 -1/8 -STD -RA 79.5" - 8' STD C) 0f 8-# 4 J nnnnn_ w� 1 -1/8 -STD -13-19 � STD 13 19-3/4 HFX-12x 3-3/4" OC W Z HFX-12x 12 1 -1/8 -STD -RA 20 STD � �J Z 9-#4 w U o O ,� 1 -#3 1 -1/8 -HS -RA HS # 3 (min) HFX-15x 15 1 -1/8 -STD -RA STD HFX-15x, 18x 1 -1/8 -HS -RA HS @ 4" OC 1-1/8 1-1/8 15 11 10-#4 HFX-15x, 18x1 -1/8 -HS -20-30 HFX-18x 18 1 -1/8 -STD -RA 30 STD Balloon 14 20 1 -1/8 -HS -RA 1 -1/8 -STD -14-20 HS 14 20 H FX -21 x, 24x 78" - 13' 20-5/8 1 -1/8 -HS -23-34 H FX -21 x 21 1 -1/8 -STD -RA HFX-21x, 24x2 STD 11 -#4 14 20 1 -1/8 -HS -20-30 HS 20 30 1 -1/8 -HS -RA HS # 4 (min) @ 4" OC HFX-24x 24 1 -1/8 -STD -RA STD 12-#4 1 -1/8 -HS -RA HS REINFORCED ANCHORAGE NOMENCLATURE 1 -1/8 -STD -RA REINFORCED ANCHORAGE ROD GRADE ROD DIAMETER UNREINFORCED ANCHORAGE (UA) UNREINFORCED ANCHORAGE NOMENCLATURE 1 -1/8 -STD -14-20 L END & EDGE DISTANCE (Cal & Ca2) EMBEDMENT DEPTH (le) ROD GRADE ROD DIAMETER Ca2 Ca2 Ca2 26" Min 4" ; 22" Min • Ca2 Ca2 CMin. Cal Min.2-6"_a C �Cal- 1350 BEND 2 %2" (Min) Over -Lap 7 34" RADIUS: le+1" �O O� #3=3%4"Min O O 1" #4 =4Y4" Min O RADIUS 0 0 LENGTH 13" M i n_� 15" Max O O A B B A A B SPAB A A B SPAB A KEY A = 2-1/2" o.c. • • • I B = 1-1/4" ea HFX-9x HFX-12x HFX-15x Side of HD A B SPQ B A A B SPQ B A A B SPQ B A HFX-18x H FX -21 x H FX -24x BB—RA SHEAR TIES & STIRRUPS 3A 4" F CURB (12" MIN) WIDTH G EXTERIOR SLAB 1111-1II A ��-11 II 0II 1=1f==1f=1r IIII II II II II IIII II II II II IIII II II hn II II IIII II II II II IIII II II G IIII II II IIII II II II II IIII II II IIII II II IIII II II II II IIII II II IIII II II IIII II II II II IIII II II IIII II II IIII II II II II IIII II I� IIII II II IIII II II II II IIII II I IIII II II IIII II II II II IIII II IIII 11 II 11111 11 11 11 11 11111 11I I 11 ~ II II II II II II II II n II II II 11 II II 11 II CURB @ OUTSIDE CORNER BB—RA SECTIONS & ELEVATIONS A. #4 (Min) Horizontal Rebar Top and Bottom by EOR B. le - 3" C. le per Table D. le + 7" E. CL = 10" Min, 12" Max F. 2'-2" (Min) G. ±1" From Top of Concrete to CL of Shear Tie H. 1" CL @ Upper Two Ties I. Shear Ties per Table J. 2'-6" (Min) UNO by EOR K. Stirrups per Table L. Cal per Table INTERIOR SLAB II II II - II �ll=lf==lf=1f II II II II =_ II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II - II II II II II II _ II II II II II II II II II II II II - II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 11 JI=ll=====_—_ CONTINUOUS FOOTING 0 0 1350 BEND / 73/4�� 16" � 1" RADIUS 2 %2" (Min) Over -Lap RADIUS: #3=1%2"Min O 0) #4=2"Min 0 0 LENGTH ,_ 9" Mini 11" Max O O A B B A A B SPAB A A g SPAB A F� I T' --T' I' I � #W� H FX -9x HFX-12x HFX-15x KEY - A 3 o.c. B = 1-1/2" ea Side of HD A SPQ B A A B EQ SPA B A A B 11 A A B A RA SHEAR TIES & STIRRUPS CURB (6" MIN) WIDTH EXTERIOR SLAB 1 I 1111 - A .IIIA —Hil Il --11 II II II II lf==if=1�-0 " II II II '� II II II II II II II II II II II II � ��n II II II - II II II II II II II II II G IIII II II II II II II II II II II II II C B —I IIII II II II II II II II II II II II II IIII II II II II II II II II II II II II IIII II II II II II II II II II - II II II II IIII II II II - II II II II II II II II I� IIII II II II II II II II II II II II II IIII II II II II II II II II II II II II III \\ 1 II II 11 11 11 11 11 11 II II II II a_LJI Jl_ __IL _n __n_ Il 11 n_ II_11 ________ —I I CURB @ OUTSIDE CORNER RA SECTIONS & ELEVATIONS A. #4 (Min) Horizontal Rebar Top and Bottom by EOR B. 12" Min C. 15" Min D. 22" Min E. CL = 6" Min, 8" Max F. l'-10" (Min) G. ±1 If From Top of Concrete to CL of Shear Tie H. 1" CL @ Upper Two Ties I. Shear Ties per Table J. 2'-6" Min UNO by EOR K. Stirrups per Table L. Cal per Table INTERIOR SLAB I II II Ir1=lf==if=f11- 0 =1r ll===== II II II II II II II A II II II II II II II II II II II II II II II II L II II II II II II II II II - II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Y II II II II _=====JI=ll=1L==J1=ll=1L==ILJ=JI___II_ ILII________ CONTINUOUS FOOTING 9 2 %2" (Min) Over --Lap RADIUS: #3=1Y2"Min O O #4=2"Min EDGE VIEW LENGTH SHEAR TIES NOT REQUIRED WHEN Model HFX-9x Length 7-1/2" End Distance 2-3/8" Rod HFX-12x UA 6-1/4" Model P Panel Height Anchorage 1 Dia Rod 2'3 Shear7,8 le CalS& Ca2 5" 5-1/2" 6" H FX -21 x 18" (in) Grade (in) (in) Ties H FX -9x 79.5" - 8' C) 0f >_ J nnnnn_ w� 1 -1/8 -STD -13-19 � STD 13 19 HFX-12x 78" - 10' W Z 1 -1/8 -HS -20-30 Q HS 20 30 � �J Z F w U o O ,� 1 -#3 U) Q 1 -1/8 -STD -14-20 STD 14 20 HFX-15x, 18x 78" - 13 ' 1-1/8 HFX-15x, 18x1 -1/8 -HS -20-30 HS 20 30 Balloon 14 20 1 -1/8 -STD -14-20 STD 14 20 H FX -21 x, 24x 78" - 13' 1 -1/8 -HS -23-34 23 34 - # 3 HFX-21x, 24x2 Balloon 14 20 1 -1/8 -HS -20-30 HS 20 30 UNREINFORCED ANCHORAGE NOMENCLATURE 1 -1/8 -STD -14-20 L END & EDGE DISTANCE (Cal & Ca2) EMBEDMENT DEPTH (le) ROD GRADE ROD DIAMETER Ca2 Ca2 Ca2 26" Min 4" ; 22" Min • Ca2 Ca2 CMin. Cal Min.2-6"_a C �Cal- 1350 BEND 2 %2" (Min) Over -Lap 7 34" RADIUS: le+1" �O O� #3=3%4"Min O O 1" #4 =4Y4" Min O RADIUS 0 0 LENGTH 13" M i n_� 15" Max O O A B B A A B SPAB A A B SPAB A KEY A = 2-1/2" o.c. • • • I B = 1-1/4" ea HFX-9x HFX-12x HFX-15x Side of HD A B SPQ B A A B SPQ B A A B SPQ B A HFX-18x H FX -21 x H FX -24x BB—RA SHEAR TIES & STIRRUPS 3A 4" F CURB (12" MIN) WIDTH G EXTERIOR SLAB 1111-1II A ��-11 II 0II 1=1f==1f=1r IIII II II II II IIII II II II II IIII II II hn II II IIII II II II II IIII II II G IIII II II IIII II II II II IIII II II IIII II II IIII II II II II IIII II II IIII II II IIII II II II II IIII II II IIII II II IIII II II II II IIII II I� IIII II II IIII II II II II IIII II I IIII II II IIII II II II II IIII II IIII 11 II 11111 11 11 11 11 11111 11I I 11 ~ II II II II II II II II n II II II 11 II II 11 II CURB @ OUTSIDE CORNER BB—RA SECTIONS & ELEVATIONS A. #4 (Min) Horizontal Rebar Top and Bottom by EOR B. le - 3" C. le per Table D. le + 7" E. CL = 10" Min, 12" Max F. 2'-2" (Min) G. ±1" From Top of Concrete to CL of Shear Tie H. 1" CL @ Upper Two Ties I. Shear Ties per Table J. 2'-6" (Min) UNO by EOR K. Stirrups per Table L. Cal per Table INTERIOR SLAB II II II - II �ll=lf==lf=1f II II II II =_ II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II - II II II II II II _ II II II II II II II II II II II II - II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 11 JI=ll=====_—_ CONTINUOUS FOOTING 0 0 1350 BEND / 73/4�� 16" � 1" RADIUS 2 %2" (Min) Over -Lap RADIUS: #3=1%2"Min O 0) #4=2"Min 0 0 LENGTH ,_ 9" Mini 11" Max O O A B B A A B SPAB A A g SPAB A F� I T' --T' I' I � #W� H FX -9x HFX-12x HFX-15x KEY - A 3 o.c. B = 1-1/2" ea Side of HD A SPQ B A A B EQ SPA B A A B 11 A A B A RA SHEAR TIES & STIRRUPS CURB (6" MIN) WIDTH EXTERIOR SLAB 1 I 1111 - A .IIIA —Hil Il --11 II II II II lf==if=1�-0 " II II II '� II II II II II II II II II II II II � ��n II II II - II II II II II II II II II G IIII II II II II II II II II II II II II C B —I IIII II II II II II II II II II II II II IIII II II II II II II II II II II II II IIII II II II II II II II II II - II II II II IIII II II II - II II II II II II II II I� IIII II II II II II II II II II II II II IIII II II II II II II II II II II II II III \\ 1 II II 11 11 11 11 11 11 II II II II a_LJI Jl_ __IL _n __n_ Il 11 n_ II_11 ________ —I I CURB @ OUTSIDE CORNER RA SECTIONS & ELEVATIONS A. #4 (Min) Horizontal Rebar Top and Bottom by EOR B. 12" Min C. 15" Min D. 22" Min E. CL = 6" Min, 8" Max F. l'-10" (Min) G. ±1 If From Top of Concrete to CL of Shear Tie H. 1" CL @ Upper Two Ties I. Shear Ties per Table J. 2'-6" Min UNO by EOR K. Stirrups per Table L. Cal per Table INTERIOR SLAB I II II Ir1=lf==if=f11- 0 =1r ll===== II II II II II II II A II II II II II II II II II II II II II II II II L II II II II II II II II II - II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Y II II II II _=====JI=ll=1L==J1=ll=1L==ILJ=JI___II_ ILII________ CONTINUOUS FOOTING 9 2 %2" (Min) Over --Lap RADIUS: #3=1Y2"Min O O #4=2"Min EDGE VIEW LENGTH SHEAR TIES NOT REQUIRED WHEN Model HFX-9x Length 7-1/2" End Distance 2-3/8" Edge Distance 2-3/8" HFX-12x 10-1/2" 6-1/4" 3-1/2" HFX-15x 12" 7-3/8" 4-1/4" HFX-18x 15" 8-3/8" 5" 5-1/2" 6" H FX -21 x 18" 9-3/8" HFX-24x 2111 10-3/8" TABLE NOTES 1. Designs are to resist loading per ACI 318-11 D.3.3.4.3. 2. STD indicates Anchors complying with ASTM F1554 Grade 36 with a Hardy Frame Bolt Brace (HFXBB) installed with double nuts on the embed end. 3. HS indicates Anchors complying with ASTM Al 93 Grade B7 with a 1/211x3"xY(Min) Plate Washer installed with double nuts on the embed end (HFXBB not required). 4. le = length of embedment from the top of footing or grade beam to the top of the HFXBB Bolt Brace (top of the embedded Plate Washer @ HS anchors) 5. Cal = distance from HD Centerline to the end of the footing or grade beam. 6. Ca2 = distance from HD Centerline to both the front and the back face of the footing or grade beam. 7. Shear Ties are Grade 60 (Min) rebar and required for near edge distance conditions per ACI -318-11, f'c = 2,500 psi. Curbs and stem walls must be 6 inch (min) width for UA and RA, 12 inch (min) width for BB -RA. 8. For UA applications, additional ties may be required at stem walls. Shear Ties are not required for installation away from edge (see detail 1A), installation on wood framing, or for IRC Braced Wall Panel applications. 9. Stirrups are Grade 60 (Min) rebar. See table for size and spacing. See "Stirrup Layout" diagrams and "Key" for layout patterns. 10. Concrete Edge Distances must comply with ACI 318-11 D8.2. © 0 O 0:] 2-3/4" FOR PANEL ON TOP OF CONCRETE CONCRETE Model Width 9" DA 1-3/4" 5-1/2" HFX-9x HFX-12x 12" 8-1/2" HFX-15x 15" 2-5/8" 9-3/4" HFX-18x 18" 12-3/4" H FX -21 x 2111 O HFX-24x 24" W UA SHEAR TIES 1 A HFX ANCHOR CENTERLINES I D D CURB (6" MIN) WIDTH G Nv EXTERIOR SLAB STEM WALL @ OUTSIDE CORNER UA SECTIONS & ELEVATIONS A. Shear Ties per UA Table B. 10" Max or per Plans C. le per Table D. Ca2 per Table E. ±1" from Top of Concrete to CL of Shear Tie F. 1" CL @ Upper Two Ties G. Shear Ties per RA Table when Top of Concrete is >_ 8" above Top of Slab H. 12" Min I. Cal per Table INTERIOR SLAB 1 REVISIONS DATE v! co J 0 W o � � U W 0� Z 0� Q< Q C0 ~0. X O ZO_ O LL U) W Z Z Q Q C) 0f >_ J nnnnn_ w� a � _ Q W O 0- Q H W Z Q wm UJ � L.L 0 � �J Z F w U o O ,� Z U) Q ANCHORAGE IS DESIGNED FOR TENSION AND o SHEAR TRANSFER ONLY, FOUNDATION DESIGN L& w co o 0 PER EOR. t= co �LO 2. REINFORCEMENT SHOWN IS THE MINIMUM LU o REQUIREMENT AND IS NOT INTENDED TOCC 0 a� ow REPLACE REINFORCEMENT DESIGNED BY THE < ZZ EOR. Q � �w 3. FOR RA AND BB -RA INSTALLATIONS, THE � W HFXBB BOLT BRACE MAY BE PLACED ON TOP OF THE STIRRUPS WITH DOUBLE -NUTS INSTALLED AT EMBED END OF STANDARD GRADE ANCHOR RODS. (NOTE: %2" x 3" x 3" PLATE WASHERS ARE REQUIRED TO BE DOUBLE -NUTTED AT EMBED END OF HIGH STRENGTH ANCHOR RODS.) _017AXIM 4. HIGH STRENGTH ALL -THREAD RODS PROVIDED BY HARDY FRAMES ARE STAMPED ON BOTH DATE: ENDS. HF 1-1-2016 B7 CURB @OUTSIDE CORNER 1 � IMPORTANT NOTES co O o � � U w � � � U � C Q< : Q Q: � �� I— Z� LU ANCHORAGE IS DESIGNED FOR TENSION AND o SHEAR TRANSFER ONLY, FOUNDATION DESIGN L& w co o 0 PER EOR. t= co �LO 2. REINFORCEMENT SHOWN IS THE MINIMUM LU o REQUIREMENT AND IS NOT INTENDED TOCC 0 a� ow REPLACE REINFORCEMENT DESIGNED BY THE < ZZ EOR. Q � �w 3. FOR RA AND BB -RA INSTALLATIONS, THE � W HFXBB BOLT BRACE MAY BE PLACED ON TOP OF THE STIRRUPS WITH DOUBLE -NUTS INSTALLED AT EMBED END OF STANDARD GRADE ANCHOR RODS. (NOTE: %2" x 3" x 3" PLATE WASHERS ARE REQUIRED TO BE DOUBLE -NUTTED AT EMBED END OF HIGH STRENGTH ANCHOR RODS.) _017AXIM 4. HIGH STRENGTH ALL -THREAD RODS PROVIDED BY HARDY FRAMES ARE STAMPED ON BOTH DATE: ENDS. HF 1-1-2016 B7 CURB @OUTSIDE CORNER 1 � IMPORTANT NOTES