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A FSDA� <br /> HOLDOWN SCHEDULE <br /> ' FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS Q_ <br /> MODEL ANCHOR BOLT THRU BOLTS OR EMBEDMENT/ MINIMUM 1e de D K <br /> NAILS/SCREWS STRAP LENGTH EDGE DIST. <br /> J � <br /> LSTHD8RJ N/A (24) 10d COMMON 8" EMBED 1Y2" NA NA v <br /> g O <br /> STHD14/RJ N/A (38) 16d COMMON 14" EMBED 1Y2" NA NA Y Cn <br /> Q <br /> HHDQ14—SDS2. ROD / 02' (30) SDSY4 x 2Y2 37" EMBED 13Xll 12" 181' �c <br /> 5 WASHER SCREWS U 3 M <br /> CS14 N/A (30) 10d COMMON 34 + CLEAR CENTER ON NA NA <br /> IN SINGLE STUD SPAN RIM JOIST <br /> HOOK TO o <br /> MSTC48B3 N/A (54) 10d COMMON 447/8" BEAM NA NA G Mw <br /> IN DOUBLE STUD BELOW H E <br /> • <br /> HOEDOWN NOTES a ccn <br /> 1 . ALL—THREAD BOLTS SHALL CONFORM TO ASTM A307. <br /> 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI ° y <br /> 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 --- <br /> REQUIRE A 6x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO QA DOUBLE TOP PLATE W/ EDGE NAILING © HOLDOWN PER SCHEDULE --- <br /> THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d (STAGGER) AND PLAN (HDQ8—SDS3 <br /> SINKERS STAGGERED © 4" 0/C. © SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) No. Date By ReAslon <br /> EDGES. BLOCKING AT ALL PANEL EDGES QH COORDINATE ALL STUD <br /> 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR WHERE APPLICABLE. AND PLATE SIZES w/ <br /> CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. © EDGE NAILING TO HOLDOWN POST (FULL SHEARWALL SCHEDULE <br /> HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS <br /> 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. OD STUDS © 16" ON CENTER QJ EDGE NAILING TO POSTS, <br /> (E) PRESSURE PRESSURE TREATED SILL PLATE WITH TRIM STUDS, AND KING <br /> 6. ALL HOLDOWN BOLTS MUST BE RE—TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF EDGE NAILING AND ANCHOR BOLTS PER STUDS Q <br /> WALL. SHEARWALL SCHEDULE. (E) BEARING STUD FOR <br /> (E) TOP PLATE SPLICE NAILING TO BE (8) 16d HEADER LLJ > 00 <br /> SINKERS (MIN). LAP 48" MINIMUM. U Q Q� <br /> CENTER SPLICE ON STUD. Z <br /> � Q Q <br /> STD . SHEARWALL ELEVATION W/ O RIM — z <br /> 1 Un <br /> W 0 F-= <br /> HOLDOWN POST (n PER PLAN. (2)2x z LW <br /> MINIMUM 0 <br /> Q 0-)DOUBLE STUD MSTC48B3 STRAP <br /> Lj <br /> OR PER PLANV � <br /> PER PLAN _ <br /> ° U d- LLJ <br /> ° ° 0 <br /> STRAP PER PLAN — START NAILS 1Y2" UP 00 <br /> J_ O <br /> 0. CENTER BETWEEN FROM END OF STUD ° <br /> FLOORS. <br /> ti z � <br /> ° CLEAR SPAN <br /> , <br /> CLEAR SPAN (5)16d NAILS FROM FACE NAIL 17 is MAXIMUM -' -,p 3343 <br /> NO NAILS KING STUD TOsoN <br /> REQUIRED HEADER 30" MI 022 <br /> .0. REBAR ° ° <br /> 16d ® 8" o/c FROM <br /> BEAM PER PLAN <br /> LENGTH <br /> o Drown By. CCC <br /> KING STUD TO TRIM MSTC48B3 STRAP EACH ONE #4 REBAR Checked By. CCC <br /> ° FLOOR FRAMING STUDJ END OF BEAM IN SHEAR CONE Date: 06-08-22 <br /> PER PLAN (12 MIN. REBAR <br /> DOUBLE STUD TRIM STUD/POST PER PLAN. (2)2x <br /> LENGTH) 9557 <br /> OR PER PLAN MINIMUM. SEE PLAN FOR HOLDOWN 1 /2" MIN. <br /> REQUIREMENTS AT BASE FROM CORNER STRUCTURAL <br /> FLOOR TO FLOOR STRAP 3 <br /> HOEDOWN AT BEAM RIMJOIST ' STHD ' DETAILS <br /> 4 <br /> 2 I N STALLATI ON <br /> S - 2 . 0 <br />