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SHEET# <br />JOB# <br />DRAWN <br />DATE <br />SCALE <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />be <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />c <br />o <br />n <br />s <br />e <br />n <br />t <br /> <br />o <br />f <br /> <br />Y <br />E <br />N <br />N <br />Y <br /> <br />N <br />G <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />, <br /> <br />I <br />N <br />C <br />. <br />Th <br />i <br />s <br /> <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br /> <br />i <br />s <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br /> <br />Y <br />E <br />N <br />N <br />Y <br /> <br />N <br />G <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />, <br /> <br />I <br />N <br />C <br />. <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br />CO <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br />C <br />AR <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br />15 <br />2 <br />4 <br /> <br />B <br />r <br />o <br />o <br />k <br />h <br />o <br />l <br />l <br />o <br />w <br /> <br />D <br />r <br />i <br />v <br />e <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />6 <br />Sa <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br />. <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />71 <br />4 <br />- <br />4 <br />2 <br />6 <br />- <br />2 <br />9 <br />2 <br />0 <br /> <br />T <br />. <br />ww <br />w <br />. <br />y <br />n <br />g <br />a <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />s <br />. <br />c <br />o <br />m <br />R <br />U.S. GREEN BU <br />I <br />LDING COUNC IL <br />MEM <br />B <br />ER <br />HFX-1 <br />C <br />Y <br />NG <br />TE <br />G <br />LK <br />N <br />Ex <br />p <br />. <br />0 <br />3 <br />- <br />3 <br />1 <br />- <br />2 <br />6 <br />No <br />. <br /> <br />3 <br />8 <br />2 <br />1 <br />I REG <br />AS <br />S <br />N REE <br />E L <br />I <br />E <br />AC <br />F <br />EO <br />TA <br />F <br />LI <br />OR <br />T <br />RU <br />TS <br />C <br />ST <br />AI <br />ARU <br />N <br />SS U <br />FO O <br />RP <br />E <br />RDE <br />NOI <br />ALE <br />HA <br />R <br />D <br />Y <br /> <br />F <br />R <br />A <br />M <br />E <br />P23-1208 <br />HFX-24x <br />HFX-21x <br />HFX-18x <br />HFX-15x <br />HFX-12x <br />HFX-9x 1-1/8-STD-BB-RA <br />1-1/8-STD-BB-RA <br />1-1/8-HS-BB-RA <br />1-1/8-STD-BB-RA <br />1-1/8-HS-BB-RA <br />1-1/8-STD-BB-RA <br />1-1/8-HS-BB-RA <br />1-1/8-STD-BB-RA <br />1-1/8-HS-BB-RA <br />1-1/8-STD-BB-RA <br />1-1/8-HS-BB-RA <br />Rod <br />Dia Rod <br />Grade <br />StirrupsAnchorage <br />Panel <br />Width 1 2,3 <br />BB-RA <br /> le Shear <br /> Ties <br />Model 4 5 6 79 <br /> (in) (in) <br />a1 C a2C <br />12 <br />9 <br />15 <br />18 <br />21 <br />24 <br />1-1/8 <br />STD <br /> HS <br />STD <br /> HS <br />STD <br /> HS <br />STD <br /> HS <br />STD <br /> HS <br />STD <br />23 <br />15 8 - # 4 <br />14 - # 4 <br />13 - # 4 <br />18 - # 4 <br />19-3/4 <br />20-5/8 <br />11 <br /># 4 (min) <br />@ 4" OC <br />16 - # 4 <br /># 3 (min) <br />3-3/4" OC <br /># 3 (min) <br />@ 4" OC <br />@ <br />15 - # 4 <br />HFX-24x <br />HFX-21x <br />HFX-18x <br />HFX-15x <br />HFX-12x <br />HFX-9x 1-1/8-STD-RA <br />1-1/8-STD-RA <br />1-1/8-HS-RA <br />1-1/8-STD-RA <br />1-1/8-HS-RA <br />1-1/8-STD-RA <br />1-1/8-HS-RA <br />1-1/8-STD-RA <br />1-1/8-HS-RA <br />1-1/8-STD-RA <br />1-1/8-HS-RA <br />Rod <br />Dia Rod <br />Grade <br />StirrupsAnchorage <br />Panel <br />Width 1 2,3 <br />RA <br /> le Shear <br /> Ties <br />Model 4 5 6 79 <br /> (in) (in) <br />a1 C a2C <br />12 <br />9 <br />15 <br />18 <br />21 <br />24 <br />1-1/8 <br />STD <br /> HS <br />STD <br /> HS <br />STD <br /> HS <br />STD <br /> HS <br />STD <br /> HS <br />STD 8 - # 4 <br />10 - # 4 <br />19-3/4 <br />20-5/8 <br /># 4 (min) <br />@ 4" OC <br /># 3 (min) <br />3-3/4" OC <br /># 3 (min) <br />@ 4" OC <br />@ <br />15 11 <br />9 - # 4 <br />11 - # 4 <br />12 - # 4 <br />1-1/8-STD-13-19 <br />1-1/8-HS-20-30 <br />1-1/8-STD-14-20 <br />1-1/8-HS-20-30 <br />Rod <br />Dia Rod <br />Grade <br />AnchoragePanel 1 2,3 <br />UA <br />Model 4 5 6a1 C a2C <br />78" - 10' <br />78" - 13' <br />14' - 20' <br />78" - 13' <br />14' - 20' <br />1-1/8 <br /> HS <br />STD <br /> HS <br />STD <br /> HS <br />STD <br />20 <br />HFX-12x <br />13 <br />20 <br />14 <br />HFX-15x, 18x <br />HFX-15x, 18x <br />Balloon <br />HFX-21x, 24x <br />HFX-21x, 24x <br />Balloon <br />1-1/8-STD-14-20 <br />1-1/8-HS-23-34 <br />1-1/8-HS-20-30 <br />HFX-9x <br />14 <br />23 <br />20 <br />Height <br />30 <br />19 <br />30 <br />20 <br />20 <br />34 <br />30 <br />1.DESIGNS ARE TO RESIST LOADING PER ACI 318-14, SECTION <br />17.2.3.4.3. <br />2.STD INDICATES ANCHORS COMPLYING WITH ASTM F1554 GRADE <br />36 WITH A HARDY FRAME BOLT BRACE (HFXBB) INSTALLED WITH <br />DOUBLE NUTS ON THE EMBED END. <br />3.HS INDICATES ANCHORS COMPLYING WITH ASTM A193 GRADE B7 <br />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 <br />GRADE BEAM TO THE TOP OF THE HFXBB BOLT BRACE (TOP OF <br />THE EMBEDDED HFPW PLATE WASHER @ HS ANCHORS) <br />5.CA1 = DISTANCE FROM HD CENTERLINE TO THE END OF THE <br />FOOTING OR GRADE BEAM. <br />6.CA2 = DISTANCE FROM HD CENTERLINE TO BOTH THE FRONT <br />AND THE BACK FACE OF THE FOOTING OR GRADE BEAM. <br />7.SHEAR TIES ARE GRADE 60 (MIN) REBAR AND REQUIRED FOR <br />NEAR EDGE DISTANCE CONDITIONS PER ACI-318-14, F'C = 2,500 <br />PSI. CURBS AND STEM WALLS MUST BE 6 INCH (MIN) WIDTH FOR <br />UA AND RA, 12 INCH (MIN) WIDTH FOR BB-RA. <br />8.FOR UA APPLICATIONS, ADDITIONAL TIES MAY BE REQUIRED AT <br />STEM WALLS. SHEAR TIES ARE NOT REQUIRED FOR <br />INSTALLATION AWAY FROM EDGE (SEE DETAIL 1A), INSTALLATION <br />ON WOOD FRAMING, OR FOR IRC BRACED WALL PANEL <br />APPLICATIONS. <br />9.STIRRUPS ARE GRADE 60 (MIN) REBAR. SEE TABLE FOR SIZE AND <br />SPACING. SEE “STIRRUP LAYOUT” DIAGRAMS AND “KEY” FOR <br />LAYOUT PATTERNS. <br />10.CONCRETE EDGE DISTANCES MUST COMPLY WITH ACI 318-14, <br />SECTION 17.7.1 <br /> BACK TO BACK REINFORCED ANCHORAGE NOMENCLATURE <br />1-1/8 - STD - BB - RA <br />ROD GRADE <br />"BACK TO BACK" INSTALLATION <br />REINFORCED ANCHORAGE <br />ROD DIAMETER <br />REINFORCED ANCHORAGE NOMENCLATURE <br />1-1/8 - STD - RA <br />ROD GRADE <br />REINFORCED ANCHORAGE <br />ROD DIAMETER <br /> UNREINFORCED ANCHORAGE NOMENCLATURE <br />1-1/8 - STD - 14 - 20 <br />ROD GRADE <br />EMBEDMENT DEPTH ( ) <br />END & EDGE DISTANCE ( & ) <br />ROD DIAMETER <br />a1 <br />l e <br />C a2 <br />le & <br />C <br />2-3/4" FOR <br />PANEL ON <br />CONCRETE <br /> A <br />18-3/4" <br />15-3/4" <br />12-3/4" <br />9-3/4" <br />8-1/2" <br />5-1/2"1-3/4" <br />2-5/8" <br />9" <br />12" <br />15" <br />18" <br />21" <br />24" <br />HFX-9x <br />HFX-12x <br />HFX-15x <br />HFX-18x <br />HFX-21x <br />HFX-24x <br /> A <br />HFX-18x <br />HFX-9x <br />HFX-21x <br />A ABB A ABB A ABB7 EQ <br />SPA <br />HFX-24x <br />5 EQ <br />SPA <br />4 EQ <br />SPA <br />HFX-18x <br />HFX-9x HFX-12x HFX-15x <br />HFX-21x HFX-24x <br />3 EQ <br />SPA <br />4 EQ <br />SPA <br />A B B A A A A ABBBB <br />A A A A A A ABBBBBBA <br />2 EQ <br />SPAKEY <br />3 EQ <br />SPA <br />4" <br />Min. 2'-6"C a1 <br />Ca2 <br />26" Min <br />Ca2 <br />Ca2 <br />22" Min Ca2 <br />Ca2 <br />Ca2 <br />C a1 C a1 C a1 <br />Min. 2'-6" <br />le + 1" <br />7 3 4" <br />1" RADIUS <br />7 3 4" <br />1" RADIUS <br />135° BEND 135° BEND2 12" (Min) Over-Lap <br />LENGTH <br />(1A/HFX1) <br />RADIUS: <br /># 3 = 3 14" Min <br /># 4 = 4 14" Min <br />16" <br />13" Min <br />15" Max <br />9" Min <br />11" Max <br />LENGTH <br />(1A/HFX1) <br />RADIUS: <br /># 3 = 1 12" Min <br /># 4 = 2" Min <br />2 12" (Min) Over-Lap <br />LENGTH <br />RADIUS: <br /># 3 = 1 12" Min <br /># 4 = 2" Min <br />2 12" (Min) Over-Lap B <br /> A B <br />HFX-9x <br />HFX-12x <br />HFX-15x <br />HFX-18x <br />HFX-21x <br />HFX-24x <br />7-1/2" <br />10-1/2" <br />12" <br />15" <br />18" <br />21" <br /> Length <br />NOT REQUIRED WHENSHEAR TIES <br />79.5" - 8' <br />TOP OF CONCRETE <br />A = 2-1/2" o.c. <br />B = 1-1/4" ea <br /> Side of HD <br />KEY <br />A = 3" o.c. <br />B = 1-1/2" ea <br /> Side of HD <br />A.#4 (Min) Longitudinal Rebar <br />Top and Bottom by EOR <br />B.le - 3" <br />C.le per Table <br />D.le + 7" <br />E.CL = 10" Min, 12" Max <br />F.2'-2" (Min) <br />G.±1" From Top of Concrete <br />to CL of Shear Tie <br />H.1" CL @ Upper Two Ties <br />I.Shear Ties per Table <br />J.2'-6" (Min) UNO by EOR <br />K.Stirrups per Table <br />L.Ca1 per Table <br /> 4" <br /> A <br /> B C <br /> F <br /> E <br /> A <br /> B C D <br /> F <br /> E <br /> D <br />CURB @ OUTSIDE CORNER CONTINUOUS FOOTING <br />CURB (12" MIN WIDTH) <br />EXTERIOR SLAB <br />INTERIOR SLAB <br />CURB @ OUTSIDE CORNER CONTINUOUS FOOTING <br />CURB (6" MIN) WIDTH <br />EXTERIOR SLAB <br />INTERIOR SLAB <br />STEM WALL @ OUTSIDE CORNER CURB @ OUTSIDE CORNER <br />CURB (6" MIN) WIDTH <br />EXTERIOR SLAB <br />INTERIOR SLAB <br /> B C D <br /> H <br /> G <br /> K <br /> I <br /> A <br /> L <br /> B C D <br /> G <br /> K <br /> I <br /> A <br /> L <br /> B <br /> C <br /> D D <br /> E <br /> C <br />A.#4 (Min) Longitudinal Rebar <br />Top and Bottom by EOR <br />B.12" Min <br />C.15" Min <br />D.22" Min <br />E.CL = 6" Min, 8" Max <br />F.1'-10" (Min) <br />G.±1" From Top of Concrete <br />to CL of Shear Tie <br />H.1" CL @ Upper Two Ties <br />I.Shear Ties per Table <br />J.2'-6" Min UNO by EOR <br />K.Stirrups per Table <br />L.Ca1 per Table <br />A.Shear Ties per UA Table <br />B.10" Max or per Plans <br />C.le per Table <br />D.Ca2 per Table <br />E.±1" from Top of Concrete <br />to CL of Shear Tie <br />F.1" CL @ Upper Two Ties <br />G.Shear Ties per RA Table <br />when Top of Concrete is <br />≥8" above Top of Slab <br />H.12" Min <br />I.Ca1 per Table <br /> J J <br />HF <br />B7 <br /> A <br />1.ANCHORAGE IS DESIGNED FOR TENSION AND <br />SHEAR TRANSFER ONLY, FOUNDATION DESIGN <br />PER EOR. <br />2.REINFORCEMENT SHOWN IS THE MINIMUM <br />REQUIREMENT AND IS NOT INTENDED TO REPLACE <br />REINFORCEMENT DESIGNED BY THE EOR. <br />3.FOR RA AND BB-RA INSTALLATIONS, THE HFXBB <br />BOLT BRACE MAY BE PLACED ON TOP OF THE <br />STIRRUPS WITH DOUBLE-NUTS INSTALLED AT EMBED <br />END OF STANDARD GRADE ANCHOR RODS. <br />(NOTE: 12" x 3" x 3" MIN. HFPW PLATE WASHERS <br />ARE REQUIRED TO BE DOUBLE-NUTTED AT EMBED <br />END OF HIGH STRENGTH ANCHOR RODS.) <br />4.HIGH STRENGTH ALL-THREAD RODS PROVIDED BY <br />HARDY FRAMES ARE STAMPED ON BOTH ENDS. <br />WidthModel <br />Model <br />EDGE VIEW <br />2 - # 3 <br />1 - # 3 <br /> (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) <br /> H <br /> G <br /> F <br /> H <br /> I I <br />Edge DistanceEnd Distance <br />2-3/8" <br />6-1/4" <br />7-3/8" <br />8-3/8" <br />9-3/8" <br />10-3/8" <br />2-3/8" <br />3-1/2" <br />4-1/4" <br />5" <br />5-1/2" <br />6" <br />Shear <br /> Ties <br />7,8 <br />≥≥ <br />HFX-12x HFX-15x <br />B B B <br />2 EQ <br />SPA B <br />3 EQ <br />SPA AAAA <br />123 <br />A <br />B <br />1A <br />1B <br />2A <br />2B <br />3A <br />3B <br />HFX ANCHOR CENTERLINES <br />IMPORTANT NOTESUA SECTIONS & ELEVATIONS <br />UA SHEAR TIESRA SHEAR TIES & STIRRUPS <br />RA SECTIONS & ELEVATIONSBB-RA SECTIONS & ELEVATIONS <br />BB-RA SHEAR TIES & STIRRUPS <br />UNREINFORCED ANCHORAGE (UA)REINFORCED ANCHORAGE (RA)BACK TO BACK REINFORCED ANCHORAGE (BB-RA)TABLE NOTES <br />IMPORTANT! <br />"RA" SPA <br />(2A/HFX1) <br />21 <br />0 <br /> <br />W <br /> <br />1 <br />9 <br />T <br />H <br /> <br />S <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />09/27/24 <br />KK <br />210 W 19th St <br />4/14/2025