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EPDXY HOLDOWN SCHEDULE HOLDOWN SCHEDULE <br /> *FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE *FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS f y <br /> MODEL ANCHOR FASTENERS TO EMBEDMENT MIN. EDGE THRU BOLTS EMBEDMENT/ MINIMUM <br /> BOLT POST LENGTH DISTANCE MODEL ANCHOR OR STRAP EDGE le de <br /> HDU2—SDS2.5 0 ATR (6) Y4" x 2 �' SDS 7 � 134' BOLT NAILS/SCREWS LENGTH DIST. <br /> SCREWS Ya" x 2 �" SDS CS14 N/A (30) 10d COMMON 34" + CLEAR CENTER ON <br /> (36) <br /> HD14—SDS2.5 1' 0 ATR 15" 1y4' IN SINGLE STUD SPAN RIM JOIST NA NA <br /> SCREWS <br /> MSTC78 N/A (76) <br /> DOUBLE EOS UDN 773/4' CRIMTJOISOTN NA NA <br /> (2)MSTC48B3 (54) 10d COMMON HOOK TO 0 <br /> HOLDOWN NOTES N/A 44/8 BEAM NA NA <br /> EACH END IN DOUBLE STUD BELOW U "' <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 (I1 > <br /> THICKNESS IS 8". 1. ALL—THREAD BOLTS SHALL CONFORM TO ASTM A307. Q Q r -• <br /> xr?Q Eo <br /> �- U <br /> 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI JW E;� C? <br /> HOLDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE bi rn <br /> STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED ® 4" a/c. 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 {� -',j 0) i <br /> REQUIRE A 4x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO Q) o.3 N 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 3 <br /> SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. SINKERS STAGGERED Q 4" 0/C. L 000 <br /> 3 <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 0 W N <br /> SPECIFICATIONS. CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. <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 o <br /> PRIOR TO PROCEEDING. _ <br /> 6. ALL HOLDOWN BOLTS MUST BE RE—TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF +, <br /> 7. ALL HOLDOWN BOLTS MUST BE RE—TIGHTENED JUST PRIOR TO ENCLOSING SECOND WALL. <br /> SIDE OF WALL. <br /> 7. <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 Y8" LARGER THAN ANCHOR BOLT DIAMETER. <br /> W 0 <br /> N <br /> � Q � <br /> <C Ln W <br /> n-, 0 ry <br /> � w <br /> 6d @ EA BLOCK AND ® 12" O/C (� <br /> SHEARWALL EDGE NAILING T SHEARWALL EDGE NAILING INTO RIM. WHERE 3x BOTTOM PLATE W <br /> BOTTOM PLATE 16d ® EA JOIST. TO BOTTOM PLATE IS REQ'D, USE SDS Xx4 Y2 SCREWS <br /> PRESSURE TREATED SILL PLATE. WHERE 3x BOTTOM PRESSURE TREATED SILL PLATE PER <br /> PER SHEARWALL SCHEDULE. USE /PSD <br /> LATE IS REQ'D, USE SHEARWALL SCHEDULE. USE 2x6 W/ LOCKING 48" <br /> 2x6 W/ A.B. ® 48" O/C (MIN) SY4 4Y2 SCREW. A.B. ® 48" O/C (MIN) I/C W/ (3) 10d <br /> NAILS <br /> LTP4 PER SHEARWALL SCHEDULE LTP4 PER SHEARWALL SCHEDULE <br /> SHEARWALL EDGE SHEARWALL EDGE <br /> NAILING TO SILL PLATE NAILING TO SILL <br /> PLAT <br /> XISTING JOISTS <br /> 6 EXISTING JOISTS 6 <br /> .. <br /> LI I�II�I -4 <br /> — ;'—EXISTING FOUNDATION EXISTING FOUNDATION <br /> Drawn By: CHRIS <br /> Checked By CHRIS <br /> *BREAK SHEARWALL SHEATHING @ BOTTOM OF SILL PLATE Date:04-26-13 <br /> JOISTS PERPENDICULAR JOISTS PARALLECis, SDA JOB No <br /> 7030 . <br /> EXT. WALL/FOUNDATION CONNECTION APPLICABLE FOR ALL SHEARWALLS STRUCTURAL <br /> NOTES <br /> SCALE: "=1'-0" <br /> S <br /> - 2. 0 <br />