10632 ROSEWOOD AVE 2022-04-06 - Laserfiche WebLink

NOTES 1. nstalotion of the manufactured home shall comply with all manufacturer's as well as state,local and federal requirements(24 CFR Part 3285). ti 2. The manufactured home shall be designed for placement in the wind zone, Spacing of ground anchors shall meet the requirements of the " roof load zone and thermal zone of the site. manufacturer's installation manual (dated Jan 2009 or later) or 3. All drainage shot be diverted away from the home and grading must slope meet the requirements of CFR 3285 Tables 1-3, 3285.402 Maximum a minimum of 1/2 inch per foot away from the foundation for 10 feet. Diagonal Tie-Down Strap Spacing. See Sheet 2/2. 4. The foundation Installation shall be n accordance with the manufacturers instalatioa manual or approved by a licensed engineer. MI installation shall meet then requirements of the MHCSS _ _ E l L J 5. This design does not address flood hazard Issues If required by local _ ■ ■■ authorities,a design that speciraally addresses flood loads must be used _ r—� _ —� _ ■ 6. This design does not address seismic issues. If required by local .-�� ,--- authorities,a design that specifically addresses seismic loads must be used Install tie downs/anchors 2' from each end with the Install longitudinal tie downs per the manufacturer's 7. Piers other than C►N)may be used in accordance with CFR 3215. Pis rest evenly spaced between the end tie downs. Total installation manual. Proprietary systems may be must be instated according to manufacturers recommendations. required number of tie downs per side as noted above. substituted for ground anchors as shown above. & There must be a minimum 12'clearance between the bottom of the Fbean and the ground. 9. Pies shall be placed at the blocking points recommended by the manufacturer. They shall be placed no more than 24'from the end of each I-bean and not more than 120"apart 1D. Footings shall be placed on undisturbed soil or fill compacted to 90 percent of maximum relative density. 11. Footings that be made of one of the folowing'40-peeeet-comets pads,- 6'minimum poured concrete footings,runners or slobs(3000 psi), or ABS Vertical foetleg peie with pjgpr -Mead-acipoeit Other materials must be Strop approved by the engineer. Runners or dabs must be reinforced with mbar or fiber mesh. Remove topsol and organics before placing footings. II." , ■ ■12. Sae of the footings shall be a minimum 24'x2413 Skirting shall be a continuous wallthat keeps out vermin and water and shot be constructed of foundation quality materials such as t]61 block, poured concrete, brick,or other appropriate material. Unbacked,light weight vinyl is not permitted. Additional strap to far beam 4 Use 1 only HUD compliant,state approved anchorage systems. I I I I 15. natal tie down straps and ground anchors if used,according to Ground maafactrer's instructions&State&local requirements. Near Beam Method Anchor Second Beam Method 16.Straps and anchors shot accommodate a working load of 3150 In and a minimum ultimate capacity of 4725 lbs. 17_AN ground anchors shall be istaled to their full depth. 18.Ground anchors must be provided with protection against weather Shims, when required, shall be used in pairs, installed deterioration as per local/federal requirerments. in opposite directions and be fitted and driven tight between the main I-beam frame and shims or caps below. 14 Any special tie downs specified and required by the home manufacturer's Installation instructions for shear walls, mating lines,porches or other 1/2'x8"x16' steel caps, or 2"x8'x16" hardwood caps architeebrd features shall be installed and connected to approved anchors. (shown), or minimum 4-x8-x16- concrete caps, or other 20. and downs must be tensioned installed per manufacturer's listed material. instructions so they wll be performed as designed. Single or Double open or closed concrete blocks 8'xf'x16" 21.Proprietary systems used in lieu of laterd&longitudinal anchors must be x conforming to ASTM C-90 installed with 16"dimension n approved by the manufacturer&comply with State and local requirements a perpendicular to the main I-beam. Place open cells 22 Vertical tie down straps ore required in Wind Zones N and IN. They are not vertically on footing. Mortar not required unless specified by Z required in Wind Zane I. the manufacturer. Corner piers must be double stacked.23.Design Criteria: 1 t -HUD Code Wind Zone 1 Digitally signed by MichaelTykr Typical footing. See Note 11 Q nt \ w -25p5f roof live load Michael r Frost depth protection TO it,' tvllhl'- -40psf floor live load DR eP P ••-�9 -� Barker. -30 pot stnuctural dead load email=m6arterc+namwnenyinec Grode Line NOTE: Piers may sit on full 6' -Seismic Class 0 per IBC Tyler Ba eke r vngvom concrete slob, fibermesh or N -Soil bearing capacity:1500 Pot Due 2021.05.1316315e-05'00' rebar reinforced as per local -Maximum roof pitch:7/12 codes. See Note 11. -Maximum vertical side wall height:9 ft Double Stacked Concrete Block Single Stacked Concrete Block Sheet 1/2 This design meets or exceeds the requirements of On Frame Manufactured Home • HUD Permanent Foundation Guide to Manufactured Housing dated TYLf September 1996 (HUD 7584 & 4930.3) Permanent Foundation Design `\,,,t-�E wnsy /f�� • 24 CFR Part 3285 Model Manufactured Home Installation Standards Copyright 2018 Hayman Engineering. All Rights Reserved. `1. �% tt; P• ;' • The foundation at the following address, when installed in compliance with -- •� ?s the attached design, will meet HUD criteria for a Permanent Foundation. 'y ria HAYMAN ENGINEERING , INC A06RVeooLoves Addderess s: 10632a Rosewood Ave .o 40.- �- 55956,. ;� • 723 Broad St.,Columbia,MS 39429 Everett,WA 98204 O,r, *4-:- --09 ` Michael Barker,PERegistered Professional Engineer Washington License No.55956 Job No: 21050274 ...s., ()NAL�~‘.4 Board of Engineers-Firm License(COA)2625 Date: 05/12/21 - (417)831-5550 hfeorders@haymanengineering.com Own By: KLR Chkd By: MB 05/12/21