Read the Wind Mitigation

[jmurray4 (Jay C. Murray)]

From the 1802:

[FONT=TimesNewRomanPS-BoldMT][size=2][FONT=TimesNewRomanPS-BoldMT][size=2]4. Roof to Wall Attachment: [/size][/FONT][/size][/FONT][FONT=TimesNewRomanPS-BoldMT][size=2]
[/size][/FONT][FONT=TimesNewRomanPSMT][size=2][FONT=TimesNewRomanPSMT][size=2]What is the [/size][/FONT][/size][/FONT][FONT=TimesNewRomanPS-BoldMT][size=2][FONT=TimesNewRomanPS-BoldMT][size=2]WEAKEST [/size][/FONT][/size][/FONT][FONT=TimesNewRomanPSMT][size=2][FONT=TimesNewRomanPSMT][size=2]roof to wall connection? (Do not include attachment of hip/valley jacks within [/size][/FONT][/size][/FONT][FONT=TimesNewRomanPSMT][size=2][size=2][FONT=TimesNewRomanPSMT]5 feet of the inside or outside corner of the roof in determination of WEAKEST type)[/size][/FONT][/size][/FONT]

[jshishilla (John Shishilla)]

@jmurray4

From the 1802:

[FONT=TimesNewRomanPS-BoldMT][size=2][FONT=TimesNewRomanPS-BoldMT][size=2]4. Roof to Wall Attachment: [/size][/FONT][/size][/FONT][FONT=TimesNewRomanPS-BoldMT][size=2]
[/size][/FONT][FONT=TimesNewRomanPSMT][size=2][FONT=TimesNewRomanPSMT][size=2]What is the [/size][/FONT][/size][/FONT][FONT=TimesNewRomanPS-BoldMT][size=2][FONT=TimesNewRomanPS-BoldMT][size=2]WEAKEST [/size][/FONT][/size][/FONT][FONT=TimesNewRomanPSMT][size=2][FONT=TimesNewRomanPSMT][size=2]roof to wall connection? (Do not include attachment of hip/valley jacks within [/size][/FONT][/size][/FONT][FONT=TimesNewRomanPSMT][size=2][size=2][FONT=TimesNewRomanPSMT]5 feet of the inside or outside corner of the roof in determination of WEAKEST type)[/size][/FONT][/size][/FONT]

yup! Because there may be little strapping required for the actual uplift requirements in those areas or extra required.