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EPDXY HOLDOWN SCHEDULE HOLDOWN SCHEDULE <br /> *FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE *FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS — <br /> MODEL ANCHOR FASTENERS TO EMBEDMENT MIN. EDGE THRU BOLTS EMBEDMENT/ MINIMUM <br /> BOLT POST LENGTH DISTANCEMODEL STRAP EDGE is ANCHOR OR d. <br /> HDU2–SDS2.5 0 ATR (6) Ya" x 2 J" SDS 7 � 1'�4. BOLT NAILS/SCREWS LENGTH DIST. <br /> SCREWS <br /> (36) Ya <br /> HD14—SDS2.5 1" 0 ATR 15" 13K" IN SINGLE STUD SPAN RIM JOIST Co <br /> SCREWS (76) 10d COMMON 77Y4" CENTER ON NA NA <br /> MSTC78 N/A IN DOUBLE STUD RIM JOIST <br /> 2)MSTC48B3 54) 10d COMMON � HOOK TO 0 <br /> HOEDOWN NOTES ( N/A ( 44/8" BEAM NA NA <br /> EACH END IN DOUBLE STUD BELOW U to <br /> 1. ALL—THREAD BOLTS SHALL CONFORM TO ASTM A307. p N <br /> 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL HOLDOWN NOTES U1 > ' <br /> THICKNESS IS 8". 1. ALL–THREAD BOLTS SHALL CONFORM TO ASTM A307. Q '`'x Qr •• <br /> E <br /> x I Q o <br /> W - y U <br /> 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI _j N <br /> HOEDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE (D) �rn -° 'o <br /> STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED @ 4" o/c. 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 Y<,-) <br /> REQUIRE A 4x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO N 0 3 N <br /> 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d 0 1;0 3 <br /> SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. SINKERS STAGGERED @ 4" O/C. <br /> 5. NAILS SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR a N w'0 <br /> SPECIFICATIONS. CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. � 1' <br /> ,. <br /> 6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. U z <br /> PRIOR TO PROCEEDING. 0 <br /> 6. ALL HOLDOWN BOLTS MUST BE RE–TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF +, o <br /> 7. ALL HOLDOWN BOLTS MUST BE RE–TIGHTENED JUST PRIOR TO ENCLOSING SECOND WALL. U <br /> SIDE OF WALL. <br /> 8. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING SIMPSON 'SET–XP' <br /> HIGH STRENGTH EPDXY. SIZE AND EMBED PER CHART. ICBO REPORT NO. ER-5279. - <br /> DRILL ANCHOR BOLT HOLES N' LARGER THAN ANCHOR BOLT DIAMETER. <br /> LLJ 0 <br /> N <br /> 0) <br /> � O <br /> 0 <br /> >_ CD <br /> ~ <br /> Lo Lo <br /> n" 0 ry <br /> LLJ <br /> 6d @ EA BLOCK AND @ 12" 0/C <br /> SHEARWALL EDGE NAILING T SHEARWALL EDGE NAILING INTO RIM. WHERE 3x BOTTOM PLATE LLI <br /> BOTTOM PLATE 16d @ EA JOIST. TO BOTTOM PLATE <br /> WHERE 3x BOTTOM IS REQ'D, USE SDS Y4x4 Y2 SCREWS <br /> PRESSURE TREATED SILL PLATE PRESSURE TREATED SILL PLATE PER <br /> PER SHEARWALL SCHEDULE. USE PLATE IS REQ'D, USE SHEARWALL SCHEDULE. USE 2x6 W/ LOCKING @ 48" <br /> 2x6 W/ A.B. @ 48" 0/C (MIN) SDSY4x4Y2 SCREW. A.B. @ 48" 0/C (MIN) NAI W/ (3) 10d <br /> � NAILS <br /> LTP4 PER SHEARWALL SCHEDULE LTP4 PER SHEARWALL SCHEDULE <br /> SHEARWALL EDGE I SHEARWALL EDGE <br /> NAILING TO SILL PLATE NAILING TO SILL <br /> PLATE <br /> XISTING JOISTS <br /> 6 EXISTING JOISTS 6 <br /> _IIS <br /> EXISTING FOUNDATION -' EXISTING FOUNDATION <br /> Drawn By. CHRIS <br /> Checked By.CHRIS <br /> *BREAK SHEARWALL SHEATHING @ BOTTOM OF SILL PLATE i Date:04-26-13 <br /> JOISTS PERPENDICULAR JOISTS PARALLEL! SDA JOB No <br /> 7030 <br /> EXT. WALL/FOUNDATION CONNECTION APPLICABLE FOR ALL SHEARWALLS STRUCTURAL <br /> NOTES <br />