10632 ROSEWOOD AVE 2022-04-06 - Laserfiche WebLink

Table i to 63285.402-Maximum Diagonal Tie-Down Strap Spacing,Wind Zone 1 -STANDARD Nominal floor width, Max.height from CHASSIS PIER SILLL CHASSIS single section/multi- ground to diagonal I-beam spacing - BEAM - - section strap attachment 84.ft. N/A.in. in. — r - _` u 12/24 ft.144 in. 25 in 14 2 in N/A. nominal section(s) 33 in 11 ft.9in N/A. 46 in 9 ft.lin N/A. 67 in N/A N/A. ONGITUDINAL 14/28 ft.168 in. 25 in 18 ft.2in 15 ft.11 in. EDOWN STRAP TIEDOWN nominal section(s) 33 in 16 ft.1 in 13 ft.6 in. BRACKET 46 in 13 ft.3 in 10 ft.8in. 67 In 10 ft.0in N/A. —� — — --_ --16/32 ft.180 in.to 192 25 in N/A 19 ft.Sin.in.nominal section(s) 33 in 19 ft.0 in 17 ft.5 in. j11„. ROUND ANCHOR 46in 16 ft.5in 14ft.7in. 67 in 13 ft.1in 11 ft.3in. Longitudinal Anchorage — Plan View WIND ZONE I TARE NOTES 1. Table is barred on maximum 90 in.sideaol height 2. Table is based on maximum 4 in.Inset far ground anchor head from edge — of Soar or warn 3. Table is based on main roll(I-beam)sparing per given column. 4. Table is based on maximum 4 in.eave width for single-section homes and STEEL maakesm 12 tn.for multi-section homes. STANDARD CHASSIS -LONGITUDINAL 5. Table is based on maximum 20-degree roof pitch(4.342). CHASSIS BEAM TIEDOWN ANCHOR 6. Table is based upon the minimm height between the ground and the PIER bottom of the Boor joist being 18 inches.Interpolation may be required for other heights from grand to strap attachment. 7. Addibnaf tb-downs may be required per the home manufacturer / \` 8. Grand anchors must be certified for these conditions by a professional / — \ — engineer.architect,or fisted by a nationally recognize!testing laboratory. / — \\ — 9. thud anchors must be instated to their full depth,and stabfther plates, If spied by the ground anchor listing or certification,must also be installed In I I / I l I i I accordance with the listing or certification and in accordance with the ground anchor and home manufacturer instructions. _ I I 10. Strapping and anchoring equipment must be certified by a registered ' professional engineer Cr registered architect.or listed by a nationally recognized GROUN testies agency to resist these specified forces,in accordance with testing i ANCHOR 1 proms in AS1M 0 3953-97,Standard Specification for Strapping,flat Sted and throb(increporated by reference,see§3285.4). Longitudinal t u d i n a l Anchorage — Side View D. A reduced ground anchor or strop working load capacity will rewire reduced g tie-down strap and abhor sparing. 12. Ground anchors must not be spaced dear then the minimum spacing per/died by the listing or certification. 13 Table n based on a 3,150 lbs.working load aopasitg and straps must be PROPRIETARY ANCHORING SYSTEM NOTES placed wdthn 2 ft of the ends of the home. 1. Proprietary anchorite systems may be installed in lieu of galvanized straps. it Table is based on a minimum angle of 30 degrees and a madmum angle 2. install proprietary anchoring systems in compliance with the system manufacturer's of ED degrees between the diagonal strap and the ground. written installation nstnutions for the manufactured home's size and roof slope in this Wind 15. Fable does not consider flood or seismic loads and le not intended for use Zone. In thud or mimic hazard areas.In those areas the anchorage system is to be designed by a professional engineer or architect. Sheet 2/2 This design meets or exceeds the requirements of On Frame Manufactured Home • HUD Permanent Foundation Guide to Manufactured Housing dated TYLE September 1996 (HUD 7584 4930.3) Permanent Foundation Design y-.ti R 4e9 • 24 CFR Part 3285 Model Manufactured Home installation Standards 'Z' ,/W`�SEUt, ''4f- Copyright 2018 Hayman Engineering. All Rights Reserved. ,, G, The foundation at the following address, when installed in compliance with 1- •A0 �0 the attached design, will meet HUD criteria for a Permanent Foundation. }} Owner: Rod and Victoria Lucas H AY M A N ENGINEERING, I N G Address: 10632 Rosewood Ave 4 956 ` 9' 723 Broad St.,Columbia,MS 39429 Everett,WA 98204 ©,t• �vLTISTER'� w Michael Barker,PERegistered Professional Engineer Washington License No.55956 Job No: 21050274 .S/l3NAL '''74`o1 Board of Engineers-Firm License(COA)2625 Date: 05/12/21 (417)831-5550 hfeorders@haymanengineering.com Dwn By: KLR Chkd By: MB 05/12/21 Qs‘311_&_.)