9824 HOLLY DR 2022 Plans 2025-07-02

Install Stabilizing Systems FRAME TIEDOWN SPACING Wind Zone 1 Tiedown S>acinc: f'a e No Table 1F) Single Section Roof Pitch 4.36/12 Max. 78 Table 18a Multi Section Roof Pitch 4.36/12 Max. 78 Table 18b Triple Secton Roof Pitch 4.36/12 Max. 79 Wind/one I Iunluwn SpaTeig- h Witch truss table 18c Multi Section Roof Pitch 5/12 Max 79 Table 18d Tnple Section Roof Pitch 5/12 Max. 80 fable 18e Multi Section Roof Pitch 6/12 Max. 80 Table 181 Triple Section Roof Pitch 6/12 Max. 80 table 18c Multi Section Roof Pitch 7/12 Max. 81 Table 1811 Tn•le Section Roof Pitch 7/12 Max. 81 Wind Zone 2 Near 113eam Tiedown Spacing I able 19 Single Section Roof Pitch 4.36/12 Max. 82 Table 19a Multi Section Roof Pitch 4.36/12 Max. 82 Wmd Zone 2 Far I-Ream fiednwn Spacing fable 19b Single Section Roof Pitch 4.36/12 Max. 83 Table 19c Multi Section Roof Pitch 4 36/12 Max. 83 Wind Zone 2 Ncai I pecan i redown SPiicang--I In h Pitch lams Table 19d Multi Section Roof Pitch 5/12 Max. 84 Wind Zone 2 Far IT3eam tiedown spacing -High Pitch Truss fable 19e Multi Section Roof Pitch 5/12 Max. 84 Table 191 Multi Section Roof Pitch 6/12 Max 84 law 19cl Multi Section Roof Pitch 7/12 Max. 85 Wind Zone 3 Near I-I team 1 redown Specint. Table 20 Single Section Roof Pitch 4,36/12 Max 85 I able 20a Multi Section Roof Pitch 4.36/12 Max_ 85 Wind Zone 3 Far I Hearn Tiedown Spacing Table 20b Single Section Roof Pitch 4.36/12 Max 86 I able 20c Multi Section Roof Pitch 4.36/12 Max. 86 TIEDOWN LIMITATIONS AND SPECIFICATIONS • Anchors shah be certified for site conditions including soil type for design capacity of 3150 lbs. with resistant pull load ap- plied at a minimum 30 degree angle from horizontal. • Anchors may be inset from the edge of the sidewall 6" maximum for a near beam set and 10" minimum for a far beam set, • The floor widths listed in the following charts include the following ranges of widths' • 10 Wide= 120" • 12Wide= 136"-144" • 14 Wide= 156"-168" • 16 Wide= 180"— 190' • 18Wide =204"-210" • 20 Wide= 120" • 24 Wide= 136"— 144" • 28 Wide= 156"—168' • 32 Wide= 178"— 186" • The maximum overhang allowed for a single section is 6' and the maximum overhang allowed for a multi section is 24' • The following frame tiedown charts list the maximum floor height measured from the top of the grade to the connection point of the tiedown strap to the I-beam. Cross reference the maximum allowable pier height(Table 9 and Table 12)with maximum allowable floor height listed in the frame tiedown charts If maximum height listed in frame tiedown charts is ex- ceeded then designs must be provided by a registered professional engineer or registered architect. • Contact the manufacturer if the home you are attempting to set has a floor width, I-beam spacing,wall height or roof pitch that is not shown in any of the following charts(or listed as NA). • The""" listed after any tiedown spacing signifies that a 60 degree angle has been exceeded and an additional strap must be added to the far beam. • Verify that the anchor spacing required in the following charts is greater than the minimum allowable spacing of the type of anchor installed Verify that sidewall vertical tiedown bracket spacing meets the requirements for Wind Zone 2&3 homes. Bracket spacing may be increased or additional brackets may be added as required