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HomeMy WebLinkAboutB16-2752 000-000-000MANOR SERIES 27x68 GP 681 F TWEE BmR00M, TWO 811TH L ;F 7 AOOM - 1 Sq BUTTE COUNTY DEC 13 2016 13'-6' CARPET LAYOUT STANDARD CARPET CNN Manufacturing West, bm 1 MISTE; in.,owpo�-w -11CK VLS J2, i3 & 74 Alkny Division - Plani #972 2445 S.W. PACIFIC BLVD iva ALBANY, OR 97321 ( OPTIONAL CARPET wsl�p " , M _ ---------- - L ' Fax (866) 191-6847 Manufacturing West, bm 1 Alkny Division - Plani #972 2445 S.W. PACIFIC BLVD ALBANY, OR 97321 ( Phone (541) 926-8631 _ ---------- - L ' Fax (866) 191-6847 .. . .... ..... ... IDLE. N6 I CARPET & PIER LOC. .. . .. . ........... . ...... . ............ . .. . . . ............. ................. . . RM.AL M G. LIJ10 8* WALLS -D ki '_-�T'Ai I GS 681F -11i ■pff.-5 P& 5 ng"MM-1 t.`Rr. -73 'OR 7n STAIJAIM CUrrKl"` REFS Y154j K LOCX-'tO V':ER r0G- 2. THE STAND. -RD "On N OF TH)-, RCIT i:.AVL KA"', POSTS.plMl sa H;J; i D. MANUAL AR:LCAMN-.: M-juxl (If PROXYD F NGI. :,'-ALL CALL CNN 'RES: FOR A2 'r, A rtIS- N. P -TR F;�N-:. . .... ...... MANUFACTURED HOME SUPPORT DATA Owner's name: > E � //YlCUA- Home Manufacturer. if i711�,UL�E2 ;1-4�-i GJis7- Manufacture Year: ao Model Number / Name:_ GE 681 r Width: -k r4 -(ft.) Length - __,2_1 (ft.) FOOTINGS: Wood - pressure tr9oled or foundation grade[ ] Other:[�Cj�$S na s SUPPORTS: Concrete block fvf Other:[ Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. Pier Footing Sizes and Locations SINGLE WIDE Line 1 MULTI -WIDE :: A, Line 1 Line 2I Section 1 -------- Line 2 Line 1 ____�_ __:�-- --_ Line 3 Section 2 --------------------_--____----------- Line 2 - ~-- -- ?_1 ine 4 (triple wide only) ----------------------------__-------------------- Section 3 Line 2 Line 1 Piers: Minimum size piers: EA. ]-X Spacing maximum: ' p From ends maximum: p Line 2 Piers: Minimum size piers: Spacing maximum. From ends maximum Line 3 Roof Loads.. Minimum size piers: Location (from front): Minimum size piers: Location (continued): limum size piers: i_.,cation ("i4-, n aed&- 10 [ 14 X O " Snow Load: _3D— psf ° �*E PA69 it, 81F INAI& 4VL- Line 1 Op�qs: Minimum size pier. [ 1( ) X Recluired at each side ofopenings over O wide. I o 3 z ., 11 S/8^ ,a# .ay y a� a�.. a a a � y �o ?,q k a o' %" a. .q/ % « 81 R%"911/0 " 5153/ y��- ��� a„ g ay a ay _ pr %8X9-7 ek MINIMUM EROSION AND SEDIMENT CONTROLS This Project shall comply with •the 2013 California Building Code (CBC), J.HMR�[. tr-oaw. „ •7'13 FOR PROJECTS DISTURBING LESS THAN ONE 2013 California Residential Code (CRC), 2013 Califomia Electrical Code ' ACRE — (ifapplicable) (CEC) 2013 California Plumbing Code, (CPQ, 2013 California Fire Code M and the 2013 California Green Building Standards Code. LS r hm • Stabilized entry: Provide minimum 3" to 6" 8 fractured rock 50' long x 15' wide by 6' deep a. Non-combustible or ignition resistant exterior ropr�E t,�n 0 w �` over construction grade fabric. wall coverings in'accordance with 2013 CRC p`m • , All soils tracked onto paved roadways must be Section R327 7.,.. ` . 10, cleaned up on a daily basis. When streets are b. Exterioi, glazing in accordance wit$ 2013 CRC; ------------------ wet -------- wet or during a rain event there shall be no Section R327.8. One pane of window shall also / tracking of soils onto the street. be tempered. • Wattles installed properly behind curb or C. Decking material in accordance with 2013 0,.. sidewalks. CRC Section R327.9. • Rock bags (minimum per side) at all drain inlet d. Ignition resistant or non-combustible eaves and ��• ; �... O locations within 150' ofthe project site. soffits in accordance with 2013 CRC Section • Internal filters placed inside each drain inlet. R327.7.5. w e • C. Fire resistive exterior doors in accordance with � Trash bars across the back of all drain inlets. O..- �. • 2013 CRC Section R327.8. Stabilize all disturbed Soils s in the front yard areas within 15' of theback of curb or f Ignition resistant or non-combustible exterior e C' sidewalk. (Straw or erosion blanket maybe porch ceilings in accordance with 2013 CRC _d• ,®'•. 9 C Q Section R327.7.6. used for this application) ----- `—' l� �.�.— • Stabilize all slopes where erosion could occur & Gable attic vents and foundation vents shall be c..:,r..+.c.r fully covered with metal wire mesh or and cause silt run off. (Straw blankets may be = —• ••.. 110--1 used for this application) noncombustible materials with minimum of ftP—.0 L MAW 6F;-' /tJ•T 1/16" and shall not exceed 1/8" openings in • All paint, fuel, construction products etc. shall compliance with 2013 CRC Section R327.6.2. be stored in a covered location away from h. Approved eave vents that resist the intrusion of a �� sidewalks and storm drain inlets. flame and burning embers. Per 2013 CBC ICJ • Portable chemical toilets, if provided on the Section R327.6.3 Exception #1. site, must be kept off of streets and sidewalks i. Underfloor areas (skirting) of elevated or 51 and at least 50' from the nearest storm drain overhanging buildings shall be enclosed to inlet. grade in accordance with the requirements of e • All trash must be collected and stored properly. 2013 CRC Section R327.7.8 and R327.7.9. ��n t Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. C01116 in contact with any rainfall or storml I Jr i 67 L L 0 %J water runoff. • Provide a designated area for concrete washout.rl Y/ L Hay bales lined with visqueen may be used for " tt-'RGlf L/d1L'"5 this application. Rollaway bins may also be GL KJ) a(Zfi/ used. All concrete washout systems shall be }�� 0`1 X placed off ofthe paved streets.' ��� • �� S • Afier installation of the above items is 'pr-Amrr OPMENTSERVICES complete a maintenance .program needs to be BUTTE COUNTY DEVEL�D �®� developed to insure the continued effectiveness .F C\ /' ofyour Best Management ' Practices. \ R V Y Y �� BUM� ODE COMPL AN9_ Courtly i' 3 • #2 -1-7 e PROJECT DESCRIPTION: / s DATE (P) Proposed: DEC. 13 2016, - DEVELOPMENT— Installation • Installation of 27' 'x 68', 3 BDRM/ 2 BTH, SERVICES v / Manufactured Home on PFS (has (permaerma nent foundation system). This home has 6 200AMP electrical service • Stepped concrete perimeter stemwall • Two 3' x 3' landing with steps — Redwood Cut and rock pad `wig rl 1 • Tying into and trenching to/ from all existing utilities • 200 AMP service disconnect box � I • Under Home electric hook-up from disconnect 1 � to Home panel • 2" underground conduit (Schedule 40) , � �E\ 30, x , I� r — CE� WEU- / 6H6140Pm SITE MAP SCALE: 1" 30' SET 6Ac41— \ Go f �t f i L4 1 3/7 � 1 I - +(opt 1 New Development — Chattel Property Proposed Manufactured Home on PFS: 27' x 68' (1,836 sf) APN: 027-130-021-000 20.01 ac. Site: 0 Dustin Lane Oroville, CA 95968 Owner: Romero, Jaime & Imelda Contact: De Ann Marinello Redline Installations, Inc. e (530) 891-6719, Ext. 216 deannCeDredlineinstall.com r J