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CITY OF SANTA ANA <br />Planning and Building Agency <br />HD STRAP E NAILING <br />+ ! PER SCHEDULE <br />+ + HOLDOWN POST <br />+ PER PLAN (4x MIN.) <br />+ + MAC <br />P05T TO <br />+H ABOVE <br />FLOOR FRAMING <br />Approved <br />FOR PERMIT ISSUANCE <br />Master ID: <br />Date: <br />+ - JOIST OTHER DIRECTION <br />+ + (WHERE OCCURS) <br />+ <br />+ + - HOLDOWN POST PER PLAN <br />+ (MATCH SIZE d ALIGN w/ <br />+ ABOVE) SEE NOTE "3 AND <br />EQUIVALENT HD TABLE <br />TYPICAL STRAP HOLDOWN <br />STRAP HD SCHEDULE <br />STRAP TYPE <br />END <br />LENGTH <br />"L1" <br />NAILS REQ. WITHIN <br />END LENGTH "L1" <br />CAPACITY <br />(KIPS) <br />LA CITY <br />(KIPS) <br />EQUIVALENT <br />HOLD DOWN <br />9 FOUNDATION <br />MST48 <br />12" <br />16 -16d <br />3.21 <br />2.41 <br />HDU4 <br />MST60 <br />18" <br />23 -16d <br />5.24 <br />3.93 <br />HDU5 <br />MST60 <br />18" <br />23 -16d <br />5.24 <br />3.93 <br />HDU5 <br />MST72 <br />24" <br />30 -16d <br />6.73 <br />5.05 <br />HDU8 <br />CMST12 <br />39" <br />50 -16d <br />9.22 <br />6.92 <br />HDU11 <br />NOTES: <br />I. SEE DETAILS 6 4 1 ON SHEET 61.4 FOR STRAP TO BEAM CONDITIONS. <br />2. BASED ON CURRENT ICC-ESR � <br />3. HOLDDOWN IS REQ'D AT FOUNDATION AT EA. FLOOR JO -FLOOR STRAP/POST, <br />SEE EQUIVALENT HD IN TABLE FOR HD'S TO FOUNDATION. <br />4. INSTALL STRAP OVER SHEATHING. SHEATHING EDGE NAILING REQ'D IN <br />ADDITION TO STRAP NAILING. <br />r2. ALL DIMENSIONS TO BE VERIFY BY CONTRACTOR PRIOR TO COMMENCING ANY <br />WORK. NOTIFY THE ENGINEER OF RECORDS IF MAXIMUM CLEAR SPAN <br />ESTABLISHED 15 EXCEEDED. <br />