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HomeMy WebLinkAboutB15-0722 026-070-028FORM NO DBP -11 Butt C e ounty Bulldi.ng Dlvlslon MANUFACTURED HOME SUPPORT DATA Owner's name: 7�v .n A.P.# bZV-i 0 b'L% Home Manufacturer: iA Manufacture Year: 2D )3 Model Number [Name: Go . 5 s 5 ( -Z,-) L. A Width:. 11 (ft:) Length: b (ft.) FOOTINGS. Wood - pressure, treated, orfoundation grade ] Other:[ ] SUPPORTS: Concrete block�] Other:[l Provide manufacturer's_ installation manual, support b18 WffiT — �LKMIT SERVICES approved or engineered foundation or.tie'down system specificationEVIEWED FOR CODE COMPLI NCE Pier Footing Sizes ..and Locations DATE. SINGLE WIDE Line 1MULTI-WIDE ------------------------------------------------ ---- Line 1 Line 2 Section 1 Line 2 Line -=------------------------------ - ---------------------------- - Line 3 ----------------- ----- Section 2 ------ in 2 -- ------- Line 4 (triple wide only) . -------------------- Section 3. Line2 Line 1 Piers: Minimum size piers: [.Zy ,]. X Spacing maximum: From ends maximum:. n hftO://sk.chicomp'pworks.com/ Line.2 Piers: Minimum size piers: ["L`j.] .X [ •1,Y.. Spacing maximum: From ends maximum: p � Line.3 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads:. Minimum size piers: Location (from front): Minimum size piers: Location (continued): r Snout Load: -1-0 psf Snow Load.requirements may be obtained at hftO://sk.chicomp'pworks.com/ Insert AP: #, view snow load in lower right corner. o t/f l_ine 1 Openings Mi size E-• © pier. [. ] X. [ Required.at p�q U W _ side of openings over Qrn wi zyxzy z`1�.zy zy x -i xyxz .y 'L`I �.y �.y Xz, til xZ S S "Lv . 6 'Lb �» . b' b u ZyN�, b0 . J ♦ I ♦ ♦ i i r----------------------- --- I 1 1♦ 1' ' I I ♦` i . I I i 1 I 1 1 I I I I ♦ 1 I \ ' 1 I ' I I S S � I I I I I I I ♦♦ i / I I ♦ I, I I `♦yi I I I ', 1 I I 1 1 I 11 11 1 I 1 I I I I 1 I 1 I I ------- 3 3 , ------- e ...........E i -1 ve Q0 w/ I 1 its n I ==1 1 i `♦ I I j j I i ♦11 1 I I I I L--- -J r4 N 1, O 16'4" m A V_ L 4'-l" 5'-1" 60' 0° S t7 BUM COUNTY 7ZL 23 o -A s ,.,,-A �v E APR 0 2 2015 RIDGE BEAM SUPPORT i'ERMIT # _ 9UTTE COUNTY DEVELOPMENT SERVICES (BEARING WALL -TABLE #7) o CODE IEWEDIFFORE ll2 V I �-� DEVELOPMENT SERVICES ■ RIDGE BEAM SUPPORT (�� O - 0 - O Z� (CLEAR SPAN -TABLE #5) % J// 1TE `5 BY _ ROOF 0 Q ® Q 1 © 0 1 (D I 0 10 11 12 13 14 15 16 1 17 18 19 21 ©2 ® Q 208' 13340 2080 3760 3160 — — — — — — — — — — — — — — — — — — — — — — 308 5440 3760 6000 4000 — — — — — — — — — — — — — — — — — — — DRAWING - TITLE: CARPET &PIER PRODUCT: ECO SERIES OESRIP.: ECO2760-A YODEL NO.: ECO27603A Y*2;tm HCME8 - SUPPORT L 0 CA TIONS 500A"` " 1618 DATE: 01-30-13 9998 OLD PLACERVILLE ROAD SOCfO mento, CA. 95827 Phone: (916) 363-2681; Fax: (916) 363-4537 www.thakomtenco.com DRAWING FRE INFORMATION: RUN#511X34570 ' DRAWN BY: SHEET: REVISED: ' 05-15-13 Xi2 Foundation. System Installation Instructions for California for Ground & Concrete Systems California. Residential Code (CRC)2013 Wind 85 mph, Exposure C; Seismic Design .Category C & D By Tie Down En ineering PERMIT # 4/r � � - BUTTE COUNTY DEVELOPMENT SERVICES 15Ullr COUNTY APR 0 2 2015 DEVELOPMENT Q�QFE`ICA �/Cj�'� A i LU C 30 1" V` n * EXR 12-317J5 ;♦ `rr1V rFOF CP,0 Engineer Approval StateApproval Is9ANUFACTUR r) llOt+fitMOB1LL• 140ME FOUNDATION SYSTEM HEALTH AND SAI GTY CODE, SECTION 1855 APPROVI'D SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AIJTI-i0R17E OP. APPROVI OMISSIONS OR DI':\'IATIUN FROM. REQUIREMET APPLICABLE STAT(, LAWS AND REGULATIO Snne of Cal fornix Department of Housing and Community Develops DjJV1SlON Or)CODGS AND STANnARDS AY ll✓zx—_ DATE SPA NO. �natun ' r1+' This Plan Approval Expires Page 1 of 8 A Xi2 Foundation System k Installation Instructions for California for Ground & Concrete Systems CRC -2013,, ,F 85 mph Wind Exposure C; Seismic Category C & D By TieDown Engineering REQUIREMENTS:,`!''`-�� • These plans and specifications meet therequirements of Title 25 Section 1333 and Wind & Seismic. Requirements, CRC 2013. • The Xi2 System, with either a concrete footer or the steel pan, is installed at or in place of one of the .piers required' by the home manufacturer's setup instructions. The systems must beplaced as evenly, as possible; when 4 systems are needed they are to be installed on either the first or second .pier'in from each end of the home and when a. 3rd or 5th system is needed. it should go approximately at the mid -point of the home. Components of the Xi2 system such as the longitudinal strut and connecting hardware, may extendbeyond; the pier location. • Maximum vertical. projection at sidewall is 9'. Higher walls may be used when the design loads are adjusted accordingly. • Main rail spacing must be 75.5" — 99.5 *Except 95"-99:5" for single section. • The lateral and longitudinal components of the. Xi2 System replace standard frame ties: Additional Vertical anchor ties that are uniquetoa:home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridgebeam support posts, and rim plates. Check manufacturers set-up requirements. • Maximum pier,height. is 48". Except 36" maximum for single sections. • Steel .piers must be fastened to the 1 -beam with clamps provided with steel pier. • Designed for up to 7:12 roof slope. * Except 20 degrees max (4.37:12 pitch) for single section. • Flood Zone: A, AE or AH Zone flood plain (riverine or inland flood area); Max flood. velocity- 1 fps: No waves, Bottom. of home main beam is at or'.above BFE; bottom .of main beam max 36" above natural grade. Not suitable for V zones, coastal A zones or floodways. Install Tie Down Engineering anchors per table (on page 8) to resist flotation. • Designed to provide resistance to seismic Category C & D Earthquake Loads. Additional Requirements for Concrete Systems • Poured concrete must be 2,500 PSI minimum at 28 days. • Square concrete pads minimum is 18" wide by 12"deep. Round concrete pads minimum is 18" wide by 14" deep. Strip footings minimum is 18" wide by 14' Tong by 61" deep. Full slab minimum is 4". * Xi2 components exceed. HUD code 3280,306g requirements stating "Anchoring. equipment exposed to weathering shall have a resistance to weather deterioration at least equivalent to that providedby a coating of zinc on steel of not less than 0.36 ounces per square foot of surface coating:..." Page 2 of 8 the ECC) CoCCection EconomL'caC npriwml window IlIS:tI -20TM COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE vE Plcun E('-�02760--A 60'-0" uptianal window Eco cogtcac 1----------. I BUTTE COUNTY APR 0 212015 DEVELOPMENT SERVICES so vtore-fee.t Assessors Parcel Number: d❑ 1� M — 0 11119 — OK © ® Scale: 1" _ Owner Name -T-Q Address / Phone No. Q �39x 5 t Site Location 23`� nC # m Contact: Name �� �-�— ��E 9- *1 Phone 30 odobwZ,2003 . -� NOTE: Property owner is responsible for determining locations of property lines and easements and maintaining required setbacks from property lines and easements. A survey may be required if determined necessary by the building official. PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: ' GEN PLAN: USES: I e, GyY r . ' � � r.. .,;• �` .�td /L//�^ � �h�4r�.1. 4 j, .. a. •t•• .-..j. �... M. r s I .. , ;'� r'� LLL.... ' .y U� p � �`ti , s(«.,. .� �..r�•.. .. .�.- _ ,7 J�e rV njo r f ........... t, .w... 44 . .L .-..,a.. �. art ., .. •�« ' - • - t.