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HomeMy WebLinkAboutB17-1576 047-690-008SEE ATTACHED - CALIFORNIA HCD INFORMATION BULLETIN 2009-003 (MH) IGNITION - RESISTANT CONSTRUCTION 8 BUTTF /to co CYPRESS 27x44 INS 442F wiPure Pius //Vc, P 0/NT y 3 Bedroom, 2 Bath - 1,188 SO. FT. L1�6 ®N. B1.7-1376 FILE/ PC]. fit® 047-694-008 JULY 31, 2017 NIH1. PFS - 2'"' DWELLING F�� Co?l 419 LP 4'.P y 4'•P r -77 7120 8800 12160 150D Cypress 13'-W CARPET LAYOUT STANDARD CARPET- A - UNIT - r OPTIONAL CARPET B - UNET - SIVi�r9utact B.1 / - 1.5 / 6 r ��I� �TE ®� � W9i96i, Ihha r 1.I. �I ��, 1 2445lbOny - Plant 6971 /'1 2445 S.W.S.W, PACIFIC BlV 047-`j90-4 08 IN ®/v //V� C - UNIT AIBAHr. 011 97321 `/ PAon� (541) 926-8631 l! L Y 31 , 2017 roa (!66) 491-6947 'APPW6V t�,� Id9 H t PFS - 2"") )' f) VI�' E C,Ia I N C � e®. CARPET &PIER LOC, ' ODRAWING n ' +waui, c oo r 4' WALLS S -U 0 N10°"" roou rd PIERS PER TABLE 5 1HHIOUCH ® PIERS REnD roa.lo4 RODE a tualra 1. CDITERUIE PIERS Inspirction INS 4421 5C OF WSTAUATION MANUAL SEE WILE 7B OR 7C OF DwAuArox MANUAL BEAM SUPPORT 1� BE LOCATED UNDER RIOOE 2. THE STANDARD-CONI'VURATION OF TI95 HOME WY HAVE BEEN so n' atc FOR SPACWO AHO LOADDIO MOOM. A CUSTOM PRWT SKjKU @E pgpyOM IF UOT, W •1.188 7-1-13 AaistoM p SHALL CALL CUM wu61FACEur6l�c.wEsr FOR 1 =A2 "` - BI 7-1 S76 FILE/ PCI 047-690-008 J U 1.Y 31, 2017 MHI PFS - 2'"') DWELLING MANUFACTURED HOME SUPPORT DATA Owner's name: a_Q.# (090. _ (� Home Manufacturer: ' . a U Manufacture Year: Model Number/ Name: /AIS 44.;2 t= Width: of -% (ft.) Length:-11_(ft.) FOOTINGS: Wood - pressure treated or foundation grade[ ] Other: * A SUPPORTS: Concrete block N Other:j ] . _. O Provide manufacturer's installation manual, support blocking requirements Vapproved or engineered foundation or tie down system s ecifications Q Pier Footing Sizes and Locations �e SINGLE IMIDE - M� E Line 1 �� ---- — ------------------------ L i n e Line 2 �® Section 9 , Line 2 Line 1 Section 2 Section 3 Line 1 Piers: Minimum size.piers- [ ) X ( ] Spacing maximum: ' From ends maximum: ' Line 2 Piers: Minimum size piers: [ jlF ] X [AQ, 3 �j Spacing maximum: ' d " From ends maximum: j O tXine 3 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued):. Line 4 Roof Loads: Minimum size parg Location ffror6 front ize piers: (continued): 61 s p -v r Snow Load: 5 Q V q r,P» as - Line 3 Line 2 line 4 (triple wide only) Line 2 4m"aif,4^ /10 0 psf .S 0i Line 1 Openings: Minimum size pier. [ ] X1 ] Required at each side of openings over Y ' ® " wide. B17-1.1576' FILE/ PCI 1147-6911-11118 JULY 31, 21117 NIHI. PFS - 2°`t' DWELLINC DEPARTMENT OF BUILDING AND SAFETY TYPICAL UNCOVERED LANDING DETAIL,: Minimum size: 3'x3'/Maximum size: 4'x4'. A covered landing requires a permit. An uncovered landing larger than 4'x4' and more than 30 inches above grade requires a permit 3 %z " 42" min IR 4x4with PC44 or equal D.P12-8"min to grade F318x4" w pressure treated if less than 8" to grade Grade — PB 44 or equal 12" uare b 12" More than 4 risers: handrail required 34" to 38" off nose of tread ► 6 inch max. ® A` L ®` �� 2x decking JA Rise/run catmot vary more than 3/8" from landing to grade���/® 7 3/4" max. rise 2x 12 pressure treated plate sq Y deep footings� L—j t concrete footing (may be level with grade) min. 1x4 cross bracing required-2 directions: see below Permanent foundation mobile home landings require footings as detailed above. 2 x decking Acceptable handrail shapes Must extend from top riser to bottom riser 2x6 I I 1 V4 to 2" cross brace pressure treated not acceptable — 2x6 other shapes may be acceptable Soft Set mobile home landings do not require footings, must use pressure treated wood or redwood within 6" of grade as detailed above. NOTE: MOBILE HOME ON PERMANENT FOUNDATION Landings are required at all exits and at bottom of stairs ( width of exits Y 36" in length ) NOTE: 7 3/4" maximum step down to landing provided door does not swing out over landing a CALIFORNIA CODE of REGULATIONS TITLE 25 Requirements as amended by the jurisdiction apply to this project All Covered decks and open decks exceeding 36 square feet in area will require a building permit. Refer to Califomia.Title 25-Section>337-- - - Skirting SHALL NOT be installed until all I317-1-570 FILE/ PC.'. underfloor inspections have been approved for 047-690-1108 manufactured home J U.L•Y 31, 20 l7 iNIHI PFS - 2`11 DWELLING 6� 1 IP) SEPT f c � CA rz � ( I I 31� + r 1 ► +-IS' CFHKrt�.t . to -3P) PQ►MAIe RES., ��irdlS' 7 M&/U-ACrUaZeA Nh 7u►3F LT'x b$ '4 i3'i6"VZ17^r) 8 2 'Zw s t JK.- r n(r')2nd DWEW ( aIwKA,iln, u I � 1:1oiuE 27X4u- 1/� 1 A (Pi 3 i WELL 9 8 • I x J PROJECT DESCRIPTION: (P) Proposed: • Installation of Primary Residence: 27' x 68' + 13'6"' x 27' Tag, 3 BDRM/ 3 BTH, 2,200sf Manufactured Home on PFS (permanent foundation system). This home has 200AMP electrical service • Installation of 2nd - Dwelling Unit: 27' x 44', 3 BDRM/ 3 BTH, 1,188sf Manufactured Home on PFS (permanent . foundation system). This home has 200AMP electrical service • Installation of a concrete stemwall perimeter ; foundation system for each residence. �. Excavation and Gravel House Pad, - Primary Residence - 60' x 100' • Excavation and Gravel House Pad, 2°d Dwelling Unit - 50' x 60' • Excavation and Gravel Parking Pad, 50' x 50' • Driveway with Gravel Base — 15' x 125' • Concrete Steps, for each residence: Two wrap- around steps; handrail on home • Installation of Detached Garage: 24' x 30' • Installation of 1,500 gallon Septic Tank with 300' standard leach lines — Primary Residence • Installation of 1,500 gallon Septic Tank with 300' standard leach lines — 2°d Dwelling Unit • Rough grading only; No finish grading • Installation of Well, Pressure Tank/ Pump, up to 180' depth • Main water line and trench, Primary Residence, up to 125' • Main water line and trench, 2"d Dwelling Unit, up to 125' • Electric Pole with 200AMP Meterbase, banked at pole r <: • Electric trench conduit, Primary Residence, up to 125' underground • Electric trench conduit, 2"d Dwelling Unit, up to 125' underground • Electric box to pump wire conduit trenching, up to 150' to Well • (Gas line trenching, up to 40', for future use) • 200 AMP service disconnect box for each residence • 2" underground conduit (Schedule 40) • 1 '/2" water line from well with shut-off MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE — (if applicable) • Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6' deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or during a rain event there shall be no tracking of soils onto the street. • Wattles installed properly behind curb or sidewalks. • Rock bags (minimum per side) at all drain inlet locations within 150' of the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back of all drain inlets. • Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blanket may be used for this application) • Stabilize all slopes where erosion could occur and cause silt run off. (Straw blankets may be used for this application) • All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and storm drain inlets. . • Portable chemical toilets, if provided on the site, must be kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet. • All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. • Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this application. Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. • After installation of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your Best Management Practices. 2016 CRC Section 401.3 — Drainage "Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet." SITE MAP SCALE: V= 50' (E) Y-1 LkA4C-G- Lr 06- New Development Proposed Primary. and 2"d Dwelling Units / Primary: Manufactured Home on PFS: 27'x 68'+ 13'6" x 27' Tag (2,200 sf) PERMIT # 0—/�,� 2nd Dwelling: Manufactured Home on PFS: 27'x44' (1,188 sf) BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR A?N: 047-690-008 5.01 ac. CODE COMPLIANCE Site: - 0- Kilkare, Lane DATE /�% /ZChico, CA 95973 BYE_ Owner:. James, Gregory C. & Vickie L. Contact: De Ann Marinello Redline Installations, Inc. (530) 891-6719, Ext. 216 deannPredfineinstalf com I It MANOR SERIES 27x68 GP 681 F THRM gem%X) , TWO BATF! tl1EAT ROOM - 2200 8a FT. 27' 27, WI ®E 8'�d" 14'-8' l 2r --W 2d'-0- BI7-1-57 FILE/ P(--:1 1 047-690-00)8 JULY 31, ?(117 MHY PFS -MAINRES r XHED- k HCD INFORMATION 009-003 (MH) IGNITION - T CONSTRUCTION GPH-Chico BUTTE COUNTY James BUILDING DIVISION 06/21 /1 7#APPROVED BUTTE couNrY BUILDING DIVISION APPROVED -- I \,,J __l=: 13'-6' CARPET LAYOUT STANDARD CARPET ro o.14,n.e� Ia•g j— �k' ,� •IRI A -UNIT 6.,Iw. y-1. 6.—t. --- �,1• •---••---- Irav4•-----•— .r -m n• o-ew.- I i —v.r r.� vx e.>'vv - - _ IDM 7-T --- --- ----®--'—�--------- �- --- ---- ---- --- 20 JOj.�- 46M 7120 7120 8600 `� D 20Blue 4 80 l a6W OPTIONAL CARPET • I i < D•6 [ 441-0 � 30_ 40 � � ® B -UNIT __ 1---� J• I \ i 4000 4810 _ _ - - i ! 00 40 7120 8800 1317-1575 FILE/ PCI i 1147-690-0013 Marl&maturr,g Was% M94 A1—y Ohldoa - PIan1 /972 `` Jt1 LY 31, 20 1 7 21445 S.W. PACIFIC BLVD. OR 9732131 � iV1 H I PFS —1�1A] N RES PALMY, Fax (866) 491-5847 ax.�axa CARPET & PIER LOC. omdx•� oxrxc er s�onvw •• ox e• B' WALLS rnaocc coon no. EXCLUSIVE GP-e8F LEGEND SET-UP NOTES: OR w1 ROOF a HIONCR I ■ Mom! I HERS PER TAB_ 5 THROUGH ® SCE TABLE 78 OR 7C OF INSTALLATION i. CCNIERLNE HERS -M BE LOCATED UND71 RIDGE 2. THE STANDARD CONFIGURATION OF THIS HOVE MAY HAY BEEN KANLA. BFAM SUPPORT POSTS. VOOIF.ED. A CUSTOM PRIM SHON D BE' PROVIDED. NOT, THE n. 1,836 '2-4-15 SC OF OISTALUIiN MANUAL FOR SPACING MD LOOK SET -11 P CONTRACTOR SHALL CALL CIRI MNUFAC-.M'C VIEST FOR x"- ' —A2 x— A CUSTOM P,ER PRIM. - BUTTE couNrY BUILDING DIVISION APPROVED B17-1575 :FILE/ pCI (14 7-G90-11118 J UI, Y 31, 2017 MHl PFS -MAIN RES Owner's name;:S-��° Ge-eA d' V,'c.IC ei A.P.# - � 70- OCIP, Home Manufacturer: 71 Model Number / Name:_ & P (oV / f= Width: (ft.) Length:),:Z _(ft.) FOOTIAtGS: Wood - pressure trepted or foundation grade[ SUPPORTS: Concrete block [ Other: j Manufacture Year:?01-7 ] Other: Provide manufacturer's installation manual, support blocking requirements anct, 9; approved or engineered foundation or tie down system specifications. !� j Pier Footinq Sizes and Locations SINGLE WIDE MULI Line 1��' — --- ----- Line 1 Line 2 �© Section 1 , Line 2 Line 1—�� . Line 3 Section 2 Eine ine 2 4 (triple'wide only) Section 3 Line 2 USS; -D (brn�r6�Qi�crr.�nt�CC�1`c Line 1 -Piers: Minimum size piers:. J X j ] Spacing maximum: ' From ends maximum.. I" Line 2 Piers: Minimum size piers: [ % ] x [;a.J ]] Spacing maximum: " from ends maximum: ' O '� ,6'ne 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): er- m psf fel .See, e. q f Line 1 ODeninas: Minimum size pier. [ J X f J Required at each side of openings over "1 wide. t P 5-r C� _ H17-1-575 FL.L E/ .PC 1 --�'� 047-690-0(18 JULY 31, 2017 MHI PFS —MAI N .RES DEPARTMENT OF BUILDING AND SAFETY TYPICAL UNCOVERED LANDING DETAIL: Minimum size: 3'x3'/Maximum size: 4'x4'. A covered landing requires a permit. An uncovered landing larger than 4'x4' and more than 30 inches above grade requires a permit 42" min F3/8" x 4" lag screw More than 4 risers: handrail required 34" to 38" off nose of 3V2 " tread tr O � J 6 inch ma I `. �j��A� 2x decking t <01 Rise/run amc got vary more than 3/8" fro' ��4 ® 4 x 4 with landing to grad J .® PC44 or equal 7 3/4" max. rise ' D.P.#2-8"min to eradc Pressure treated if less —NO. than 8" to grade 2x12 Grade f — P1344 or e ual Ol 12" square by 12" deep footings min. 1x4 cross bracing required -2 directions: see beloii 10"mini run pressure treated f--_I-,- concrete footing (maybe level with grade) Permanent foundation mobile home landings require footings as detailed above. 2 x decking Acceptable handrail shapes Must extend from top riser to bottom riser 2x6 I I 1/. to 2" cross brace pressure treated not acceptable — 2x6 other shapes may be acceptable Soft Set mobile home landings do not require footings, must use pressure treated wood or redwood within 6" of grade as detailed above. NOTE: MOBILE HOME ON PERMANENT FOUNDATION Landings are required at all exits and at bottom of stairs ( width of exits X 36" in length ) NOTE: 7 3/4" maximum step down to landing provided door does not swing out over landing DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS ISM TMrd Street Room; *260. P.O. Box 1407 Sacrat►wft.CA :9561 I- kv From TOD P1wj0s ):(g00) 735.2929 t (916) 4455-9471 ' FAX (916) 3274712 www ticdcalwy' August 20, 2009 Informatfon Bulletin 2009-03 (MH) TO: MANUFACTURED HOME MANUFAPWRERS AND DEALERS COMMERCIAL MODULAR MANrdt=ACTUREIdS DIVISION :STAFF BUtL:btNOJ60FICIALS SEIA3JEe'i: TITi.�-g-O ALIFQRIViR C ? REE`f LATt IS, CHAPTER 3, . AF'I'f LE 2:3, IGNMON-RESISTEST-A� CONSTRUCfloN WAliAAf3Y OF V.....q CyRY CNAItiGES; Thifi:.Informatloe Builetih summarizes the receglly-approved requirements of Title 25, California Cocfe of Re4u#40hs, Chapter 3, Sdb'cht�pter 2, Ar`c%de 2.3,. °Manufactured k arlQes; Mobilehomes,Wttlftfnily ManufactuMdR' 6 and EoinrtierP191 Modular Ott on-Resistant.CdiW"0*iion System" (R g 2 3j for. oitfts .lrtstallecC in ttt/itdtand- Ofan InterWe ilie ffazad at^eas, both ihside.ahci<outsida _of `mobileiiortte parks. Ott A4gust 20, 20 9, l rltc1e 2.3 em®rgendy te.gulations be©ome re manent; titElutfing aN a�eptalbtVislvns received front rmemai�d was made ..: of $cde+e: upon fifJt tg tri file. Secretary of Statp . e, Tate= Ault teid of the re Ulattons and otker heipfu! Informat#ort k available online at`,vM w hod ea goylc,ades(fnlib The following SUM aft6a the significant clhangq.s.fnade t0 the. Articles 2.3: regulations e ecisve.Acrgf:Ist at),: 2 ici ., as:compared to the a nei&ncy reguiatlons that were effective untli that. date:.. . p New m&nufactu ed horxtes manufactured wor after January 1; 2006; and prfar to 8epterttber. t, . OS,..are. exempt from ihQ requirements of Article 2,3 if an eFP!lcation for N eat �.it to install the manufactured home is submitted prior to 'December 31, 2016.. Reference sea w 4200(C)//i ..Used mobitehome-% manufactured ItEtittt g, Multifamily manufactured homes or commercial "' . r units manufactured; p#or to September 1, 2008; are eX@mpt from Article 2.3:.sectlon 4200, but must coto* with. Article 2.3 section 4205 (only). Reference sec. 4200(c)(2). 1�a PI Information Bulletin 2009-03 (W) Page 2 Mobilehomes, manufactured homes, and multifamily manufactured homes reinstalled ori the same mobilehome parte lot or parcel are exempt from Article 2.3 in its entirety. Reference sec. 4200(c)(3). e Commercial modular structures: are exempt from Article:2.3 if installed for .temporary use or occupancy for 3 years or less. Reference sec. 4200(c)(4). ® QefnitiorEs were added for Bused° and'"new/' manufactured home, mobilehome, mutfifarnily manufactured home. or commercial modular units. Reference sections 4202 (d) and (f). Section.4205. was added to prauide spec c newt/ requirements for the .construction of commiarcial rrroditfar, rrranufactuied Norrie, mobilehome, and multifamily mariufacured:lydrne roof systems on units intended for.instaltation in wildland=urban interface :fire la'ar{1:.areas which ais different than what is prescribed in Title 24,..041r omia. Buildfng Code; .Pati 2'.CtrapW 7A. In this new section, metal and -asp red are allpwed1o:exist as originally constructed; however under'=eays attic ventilatioh. nwtt:be.As. prescribed In Article 2.3. Neve afrii. used ntandfactered home:artii tt�uf�famlly.rnanufacfured haine roof.syster� atso nusl `c:ot�mply.wfti sfze.:t r$1 fttlatftufactrrre. ufac afng ContntctiQn artd Sated Sfaittairds;. as apllraEbte:.' Reference sac. 4205. Quesons: regardfoegU�s d�sfouldbefecfed to Manufacturedtfousg Rcagram staff:`- at (916)%5-3338. PERMIT 4 y I ?����� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE�� /1 BY_ �L PROJECT DESCRIPTION: (P) Proposed: CALIFORNIA CODE of =REGULATIONS=T7I=TtIC=25 -- - - - ReoUiremehts as -amended"by -the jurisdiction apply to this project All Covered decks and open decks exceeding 36 square feet in area will require a building permit Refer to California Title 25=Section>337- Skirting SHALL NOT be installed until all underfloor inspections have been approved for manufactured home B1 7-1557:1 1~ I L,E/ PCI 047-690-008 JULY 31, 201.7 MHI PFS —MAI.N RES • Installation of Primary Residence: 27' x 68' + 13'6"' x 27' Tag, 3 BDRM/ 3 BTH, 2,200sf Manufactured Home on PFS (permanent foundation system). This home has 200AMP electrical service • Installation of 2nd Dwelling Unit-: 27' x 44', 3 BDRM/ 3 BTH, 1,188sf Manufactured Home on PFS (permanent foundation system). This home has 200AMP electrical service • Installation of a concrete stemwall perimeter foundation system for each residence. • Excavation and Gravel House Pad, Primary Residence - 60' x 100' • Excavation and Gravel House Pad, 2nd Dwelling Unit - 50' x 60' • Excavation and Gravel Parking Pad, 50' x 50' • Driveway with Gravel Base— 15' x 125' • Concrete Steps, for each residence: Two wrap- around steps; handrail on home • Installation of Detached Garage: 24' x 30' • Installation of 1,500 gallon Septic Tank with 300' standard leach lines — Primary Residence • Installation of 1,500 gallon Septic Tank with 300' standard leach lines — 2"d Dwelling Unit • Rough grading only; No finish grading • Installation of Well, Pressure Tank/ Pump, up to 180' depth • Main water line and trench, Primary Residence, up to 125' • Main water line and trench, 2"d Dwelling Unit, up to 125' • Electric Pole with 200AMP Meterbase, banked at pole • Electric trench conduit, Primary Residence; up to 125' underground • Electric trench conduit, 2"d Dwelling Unit, up to 125' underground • Electric box to pump wire conduit trenching, up to 150' to Well • (Gas line trenching, up to 40', for future use) • 200 AMP service disconnect box for each residence • 2" underground conduit (Schedule 40) • 1 ''A" water line from well with shut-off MINIMUM, EROSION AND SEDIMENT CONTROLS fOR PROJECTS DISTURBING LESS THAN ONE ACRE — (if applicable) • Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6' deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or during a rain event there shall be ,no tracking of soils onto the street. • Wattles installed properly behind curb or sidewalks. • Rock bags (minimum per side) at all drain inlet locations within 150' of the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back of all drain inlets. • Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blanket may be used for this application) • Stabilize all slopes where erosion could occur and cause silt run off. (Straw blankets may be used for this application) • All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and storm drain inlets. • Portable chemical toilets, if provided on the site, must be kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet. • All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. • Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this application. Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. • After installation of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your Best Management Practices. 2016 CRC Section 401.3 — Drainage "Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet." SITE �MA-P SCALE: 1" = 50' New Development Proposed Primary and 2nd Dwelling Units Primary: Manufactured Home on PFS: 27'x 68'+ 13'6" it 27' Tag (2,20.0 sf) 2nd Dwelling: Manufactured Home on PFS: 27'x 44' (1,188 sf) APN: 047-690-008 5.01 ac. Site: - 0- Kilkare, Lane Chico, CA 95973 Owner: James, Gregory C. & VickieL. Contact: De Ann Marinello Redline Installations, Inc. (530) 891-6719, Ext. 216 deannPredlineinstall.rnrn rix-- cbe� VE DOWN ENGI JEERING, Inc. ABS Footing Pad. #59300 - 16 "x 18 -7.282 5.120 - E."S7 o JI ' ^-Io 0 1 VIX-- H 1010 1 a I - I c cs e o v 1 v W 0.045 R. (Typ.) 0.250 Dia. '" �"'•' 0.120 Section - A _ Enlarged Dimpl Enlarged s0' 0.125 R. 10600 ABS QRgFESS/'' C. F,q� Fti C 30123 ' EXP. 1231- 19y /* Steel pier Attach pier to A66 Pad using (4) #14 x 2" SMS Screws. Check local requirements for proper pier top. ' 18" x 18" 1� 1/8 Ole. Holes The dimensions shown for injection mold process. Actual measured icknesses after curing: Flange = 0.105" �_— .0 m (base)= 0.087" G ` base)= 0108" Maximum Pier Loads Per sq. FL —�� Pad Area 1000 1500 2000 (sq.tt) psf soil psf soil psf Sol, WBILENOMC Jt ACt MORY c1$1YCT11RP 2MP ti C( 4000 General Nates J1 AU AND SAFETY CODE, DIVZWN !s PART APPROVED 1) 288 square inches = 2 square feet. SRIBJFCrTOC.ORREMONS NOTED APIWMVI does not nothorim or approve say omiuioa or &MMt%2 2) Flat side down. t� � ofaW � b= ad . 3) Can be used with Steel Piers ". ATrOFCA1JP{MMA nP 1 i4H; }Nt�t¢ .!(tthA1G�IJrTYn , Or Concrete Blocks. ` �N r� ;t:,.�►�i�.i,►NDAk,�s 4) Installer Responsible for determinin@UTT44�zr l - Dale bearing loads and capacities COUNTY ail Vie) 5) RADCO Listing #1345 Bp No. Molded in Pad Base. SEP 0 (peva, f><a�, 7 DEVELOPMENT SERVICES ` / v] - F% 1�r 54, (VW TIE DOWN ENGINEERING, Inc. ABS Footing Pari #59301 - 16"x 22.5 11600%—Aas. See Dal On Rmorn gill — --f —T 5.113 2563 3.838 —1,8.000 t 0.020 R. Ryp.l 6(r . L 1.063 0.1001 o.t 0170 1 L 0.170 0.095 R (<>91 0.250 W, 0.06 R Chassis Beam 16 x 22.5 AB5 Pad QR�FE��� 3 C 30123 a,- %L f Steel Pier Attach pier to ABS Pad using (4) #14 x 2" SMS Screws. Check local requirements for proper pier top. 16" x 22.5" The dimensions shown for injection mold process. Actual measured thicknesses after curing: Outer Flange = 0.134" to 0.121" (top) Bottom (base)= 0.100" Ribs (at base)= 0.137" to 0.114" (top) Section - A Dimple Detail Maximum Pier toads Per Sq. FL Enlarged Enlarged Pad Area 1000 1500 2000 (sq.fL) psf soil psf Soil psi soil General Notes 2.5 2500 3750 5000 MOBiLEIiOME R ACCESSORY STRl1CT I]RE A1,IIi.nING COMPONENT 1) 360 square inches = 2.5 square feet. JILALTNAND SAFETI'CODE.,DIVISION J3,PART2 can be pyramind stacked = 5 square feet. APPROVED Cl?sIF.A T7'O CORRECTIONS NOTED 2) Fiat side down. Apprmal does not authorize or approve any omission or deviation from requirements of applicable State laws and regulations 3) Can be used with Steel Piers TATE OP CALIFORNIA Or Concrete Blocks. D" ( COMMUNITY D D. PMENT Y AND STANDARDS 4) Installer responsible for determining e, Daae i> bearing loads and capacities ca na re) 5) RADCO Usting #1345 laP No. Molded in Pad Base. This Approval Expires 7 I I • TIE DOWN ENGINEERING., Inc. ABS Footing Pod #59303 - 24"x24"' 24.000 Oram Holes 7 % 0.25 R. On Bottom ` 0.50 r 0.37 �t11�s1�`�1�ras1 0.2511-3 0 953' Apt, o a� o,o,�P ti�.nic?�O`w.°c0, �Oqw� Ops zo.d: r 3.813 OvO� O t�vp't O`�.f! ooi4;o�`t'.�Q tOvsl .e 'ao�a•�,o�ao� e. v 11 Q4 W �ev� O r� e.�►a pAq,�7.p`l� eOq�a D rv0 t. r• r r General Motes 1) 576 square inches = 4 square feet. 2) Flat side down. 3) Can be used with Steel Piers Or Concrete Blocks. 4) installer Responsible for determining Bearing loads and capacities 5) RADCO Listing #1345 Molded in Pad Base. Chaoola 24x24 A65 ►fid /QROFESSj�� C. C 30123 * EXP. 1231- 1 ,4 CI 11. �OFCAl1F� Steel pier Attach pier to ABS Pad using (4) #14 x 2" SMS Screws. Check local requirements for proper pier top. 24" x 24" The dimensions shown are for injection mold process. Actual measured thicknesses after curing: Outer Flange = 0.124" to 0.107' (top) Bottom (base)= 0.103" Ribs (at base) = 0.182" to 0.118" (top) Maximum Pier Loads Per Sq. PL Pad Area 1000 1500 2000 (sq.ft.) psf soil psf soil psi soil 4. 4000 6000 8000 MORII.ENOMii R ACCESSORYSTRUC tYREBtMMlNG Cnntr• v. HEALTH AND SAFETY CODE. DIVISIQN 13,PAR7" 2 APPROVED SVRdECT TO CORRECTIONS 140TED Approval docs not authnri>c or approve any omission at deviation from requirements of applicable Stan laws wd regulations. ST .OF CAUPOIZNIA D.. q(1 AND COMV0NtTYbFVE VMFNT DI DES AND STANDARDS (signature Rr No. v / v 2-1 Thic Approval Expires 1