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I - f -4 IN L_ V v LCINA,2 I n uka p 0 TRUSS PER i <br />LSTHD8/RJ N/A (24) 10d COMMONl 8" EMBED NA NA <br />8d 0 6" O/C INTO BLOCKIN <br />'I <br />HOLDOWN NOTES Hl CLIP @ EAC <br />1. ALL —THREAD BOLTS SHALL CONFORM TO ASTM, A307. TRUSS (24" O/C <br />kAiKIfkAHkA (%rl rPP'T;7 POkAPI qCZIVP' qTP KlnTW f%- = n' f kAINUMLIfil WAIL TWInk' SS IS St"' MAi <br />3. <br />ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDUll AND HHDQ14 <br />REQUIRE A 6x6 <br />D <br />F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLD:OWNS <br />ARE INSTALLED INTO THE WIDE FACE <br />OF THE STUD,, <br />THE STUDS MUST, BE STITCH NAILED TOGETHER- k/ 16d <br />SINKERS STAGGERED 0 4'." O/C. <br />4. <br />MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE <br />EXPOSED TO WEATHER OR SOIL. FOR <br />CONCRETE <br />CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. <br />5. <br />NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS, <br />6. <br />WHEN FIELD CONDITION BECOME LESS THAN MINIMUM <br />SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. <br />7. <br />ALL HOLDOWN BOLTS MUST BE RE —TIGHTENED JUST <br />PRIOR TO ENCLOSING SECOND SIDE OF WALL. <br />BREAK SHEAllqING ON PLATE AS <br />SHOWN, SEE NOTE FOR AL RNA <br />ONE 14 REBAR <br />IN S AR CONE <br />SHEARINALL, PER PLAN <br />(12 IN. <br />MREBAR <br />(WHERE SPECIFIED) <br />' NAILING <br />SHEARWALL EDGE <br />DIAPHRAGM EDGE NAILING <br />INTO RIM JOIST (10d 0 V <br />LENGTH) <br />(WHERE APPLILE) CAB <br />0 MIN) <br />LTP4 FROM BOTTOM <br />PLATE TRIM T R <br />/-16d'CNAIL <br />E ACH JOIST <br />(USE SeX' SCREWOJOISPE <br />30"s <br />CHE( <br />SDULE AT <br />FOR 3x BOTTOM PL <br />TES) <br />a <br />REBAR <br />LENGTH <br />SHEAR' QNLY� <br />R�CIS <br />LPT4 FROM M <br />TO TOP PLATE PER <br />Is- <br />SCHEDULE (AT <br />SHEARWALL ONLY) <br />I —NOTE: THE LTP4 AND THE <br />ZIMAR WALL LUtit NAIU114U JOIST PER PLAN (I -JOIST <br />(WERE APPLICABLE) SHOW SOLID SAWN SIMILAR) <br />�42" MIN. SHEARWALL PER PLA IY47 RIM JOIST (MINIMUM) <br />(WHERE SPECIFIED) <br />STHD' INSTALLATION <br />rA­N�FLOOR_ JOISTZaHEARWAI <br />NWAX mill <br />wil <br />FROST DEPTH <br />(18" MIN) <br />� T-- <br />ER PLAN <br />limim <br />I VEN-11LATION MAY BE <br />ROO,FZ_BEAM CONN. <br />BREAK SHEATHING <br />ON PLATE AS <br />SILO SEE NOTE <br />FOR ALTERNATE. <br />SHEAR ALL PER PLAN,., <br />DIAPHRAGM EDGE NAILING INTO RIM JOIST (10d 0 <br />(WHERE SPECIFIED) <br />6" 0/0 MIN) <br />SHEAR ALL EDGE NAILING <br />--16d NAIL EACH 15LOCK (USE SDSY,&x4X' SCREW <br />(WHERE APPLICABLE) <br />FOR 3x BOTTOM PLATES) <br />LTP4 FROM BOTTOM <br />2- BAYS OF JOIST BLOCKING 0 48" o/c wl <br />PLATE TO RIM JOIST PER-,, <br />(3)10d NAILS INTO EACH BLOC, <br />SCHEDULE (AT <br />SHEARWALL ONLY <br />LPT4 FROM RIM JOIST <br />TO TOP PLATE PER <br />SCHEDULE (AT <br />SHEARWALL ONLY) <br />SHEAR ALL EDGE NAIUNG <br />FLOOR FRAMING PER PLAN (I -JOIST <br />(WHERE APPLICABLE) <br />SHOWN, SOLID SAWN SIMILAR) <br />SHEARWALL PER PLAN <br />IY4,- RIM JOIST (MINIMUM) <br />(-SERE SPECIFIED) <br />34 FROM BLOCKING TO TOP PLATE <br />14111'.0 69t 1.11.1 �11-1 <br />e 0 PERFORATED PLAS11C-j IPER PLANI kE_&'F­0'R_CING PER 40 0 PERFORATED PLASn$ 11'LIN FLAKE REINFORCING PER <br />PIPE. CENTER IN ONE CUBIC PLAN/SCHEDULE PIPE. CENTER IN ONE CUBIC PUAN/SCHEDICI <br />E <br />FOOT OF FREE DRAINING FOOT OF FREE DRAINING <br />GRAVEL AND DRAIN TO GRAVEL AND DRAIN TO <br />APPROVED OUTFALL. APPROVED OUTFALL. <br />APPLICABLE FOR ALL SHEARWALLS <br />VENTILATION MAY BE <br />EAM PER PLAN <br />BEAM PER PLAN <br />HUCQ612—SDS2.5 <br />SET POST <br />PLUMS PRIOR TO <br />CONCRETE <br />PLACEMENT 6x6 PT DF No-1 POST <br />36"0 x 36" DEEP <br />RI LLED <br />1. ICONC ETE F <br />HOLE <br />_f3 <br />UTY OF EVERETT <br />REV�EWED FOR PFRkAlIT <br />vll' <br />N <br />V <br />4­1 <br />0. <br />Ln <br />N <br />L6 <br />(N <br />< <br />p <br />CL/ <br />< <br />c) <br />0 <br />z <br />0 <br />Q.- <br />z <br />0 <br />oz <br />