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AW <br /> EPDXY HOLDOWN SCHEDULE POST PER <br /> *FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE PLAN/SCHEDULE HOLDOWN PER PLAN U <br /> MODEL ANCHOR FASTENERS TO EMBEDMENT MIN. EDGE (2—tic MIN) (HDQ8 SHOWN] <br /> BOLT POST LENGTH DISTANCE. <br /> HDU2–SDS2.5 0 ATR (6) Ya' x 2 J SDS <br /> SCREWS 7 � 1�'4„ ALL-THREAD ROD, DIAMETER <br /> AND EMBEDMENT PER <br /> SCHEDULE <br /> RESSURE TREATED SILL PLATE -+' <br /> HOEDOWN NOTES PER SHEARWALL SCHEDULE: 0 0 <br /> 1. ALL–THREAD BOLTS SHALL CONFORM TO AS A307. U <br /> UO <br /> O N <br /> .a <br /> 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'e = 2500 PSI. MINIMUMWALL EMBEDMENT Q LO <br /> ' " ,a U) <br /> THICKNESS IS 8 LENGTH FOUNDATION PER <br /> 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE PLAN. Q a M 1a <br /> UJ <br /> 6u <br /> HOLDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE <br /> STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED ® 4" o/c. (D) �rn <br /> Y¢� <br /> 4: MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR 2 <br /> N o 3 N. <br /> SOIL. FOR CONCRETE.CAST AGAINST.SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. <br /> HOLDOWN INSTALLATION INTO EXISTING FOUNDATION , -a 3 <br /> 1 _ o � <br /> ' <br /> 5r NAILS/SCREWS TO,HOEDOWN:POST SHALL.BE PER.MANUFACTURER'S 00 <br /> SPECIFICATIONS. C) N w Ui <br /> N <br /> 6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER w <br /> PRIOR ?0 PROCEEDING: U z <br /> O <br /> 7: ALL HOEDOWN BOLTS MUST BE RE–TIGHTENED JUST PRIOR TO ENCLOSING SECOND <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 /> Z <br /> _Q <br /> �— <br /> > 0 <br /> ,Q � <br /> 0 1L1 a' <br /> QQ <br /> O 3: ZL <br /> Lu <br /> NAIL SHEATHING TO BLOCK NAIL ROOF SHTG (n 'n <br /> W/ 8d ® 4" o/c TO TOP CHORD w/ cv w <br /> NAIL ROOF SHEATHING TO 8d ® 6" o/c <br /> TOP CHORD w/ 8d ® 6" 0 C 0 <br /> (4) 16d NAIL <br /> 2x FLAT @ GABLE FROM BRACE TO p45° <br /> SHEATHING TO MATCH BLOCK SHEATHING TO MATCH <br /> IF SHEATHING IS NOT SHEARWALL. NAIL TO SHEARWALL. NAIL TO GABLE PER <br /> BROKEN ON TOP PLATE, GABLE PER SCHEDULE. 2 4 BLOCK ® EACH SCHEDULE.(WHERE 10d NAILS ARE <br /> DIAGONAL BRACE <br /> USE A35 ® 12" "0/C REQ'D, USE 10d x 2" LONG.) eWA T <br /> BREAK SHEATHING ON 2x4 DIAGONAL BRACE 2x FLAT 0 GABLE ° <br /> TOP PLATE ONLY @ 48 0/C y �z <br /> BREAK SHEATHING ON <br /> SHEARWALL PER PLAN LATERAL BRACING IS TOP PLATE ONLY f ss <br /> REQUIRED AT ALL GABLE ° <br /> END,TRUSSES AND IS TO IF SHEATHING.IS NOT:BROKENs/okat a ' <br /> BE DETAILED BY TRUSS ON TOP PLATE, USE A35 @ 12" 0/C <br /> MANUFACTURER xPipEs.. <br /> SHEARWALL PER <br /> CHRISPLAN raven . Y <br /> Checked By.CHRIS <br /> 2 GABLE END/SHEARWALL CONNECTION 3 GABLE SHEARWALL CONN Date: 11-07-13 <br /> SCALE:. 3/a =1 –0 SDA JOB NO. <br /> 7158 <br /> STRUCTURAL, <br /> DETAILS <br /> S- 5. 0 '� <br />