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B17-2138 039-150-010
j a ti RIDGE BEAM SUPPORT ' (BEARING WALL -TABLE ,#7) 1 VVV RIDGE SEAM SUPPORT a .(CLEAR SPAN -TABLE 15) M R°0WF 1 tO 2O Q s s 7 0 0 © 0 11 QQ 13 04 �5 16 �7 8 9 1 20/ 3I60 8440 2080 X/ 4000 8240 3760 - - _ - - - - - - - - - - C _ _ _ _ - _ _ - _ - N t N inm 1 CARPET & PIER. mmou Tt vY7NIP.� YODEL NO.� - ELITE SERIES. KS64003FK2764-4A M �! 9998. OLD PLA LLE ROAD 8 nn onto. CA. 98827 SUPPORT LOCATIONS MAM Ra OAIG 1.728 Phpros(919) J63-1681: Fax: (916) 383-4537 oiurlNo sns.�xraeunoxk 08-19-13 .vw.thalmntanc000m STANDARD AS OF REVISION .DAJE pmWN BY' _ _ 08-19-13 13'-10" Roma T EL —UTIL M.B TH Pontr o I Oven C14 MASTER BEDROOM 30X60 30X60 OPTIONAL KITCHEN .K27644A lAyl-t-01a 16'-7" 10'-2" irygn 36X60 36X60 -L1 I I ITCHENt—, DINING FAMILY ROOM BEDROOM 4 11 M 11 L NVL IFE ._Is 1,728 SQUARE FEET KS64003F ;j 1610ORMER CL) LIVING ROOM BEDROOM 2 BEDROOM 3 3 Tub/Shower 30x60 30x60 3060 46X6 30X60 3'-9" 19'-7" 5'-4" A' 64'_0 BUTTE COUNTY BUILDING DIVISION APPROVED EXecutive Homes 53.0-891.6992 1317-2138 ('r L e 3042 Esplanade, Chico 311- 160-0 ko WWW. Executive Hom esCh 11co,co n i 9'11/2017 NVL IFE ._Is 1,728 SQUARE FEET KS64003F ;j Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 www.buttecounty.net/dds Butte County Building Division MANUFACTURED HOME SUPPORT DATA FORM NO DBP -52 g-19,ZA 35S A.1 rr —%a I - I dV Manufacturer: Manufacture Year: 1&7— Model Number /Name: Width.- �j���R/ _ � (ft.) Length: (ft.) � / FOOTINGS: Wood - pressure treated or oundation grade other: ❑ SUPPORTS: Concrete block other: ❑ 4 x`1;2 i��i41Y�rS�u��Fl rd� Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. WIDE Line 1 Line 2 Line 1 Line Piers: Piers: Minimum size piers: Spacing maximum: From ends maximum: Line 2 Piers: Minimum size piers: Spacing maximum: ends maximum: 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): Revised 12.19.2016 Pier Footing Sizes and Locations MULTI -WIDE ------------------------------------------------- Line 1 BUTTE COUNTY Section I Line 2 BUILDINGI DIVISION ------------------------- ------------------------ Line 3 APPROVED ------------------------------------------------ Section 2 Line 2 ------------------------------------------------ Line 4 (triple wide only) --------------------------- Section 3 Line 2 nnit �� Snow Load: psf a0 X [ �� ] Snow Load requirements may be obtained at O http://sk.chicomapworks.com/ All Insert AP #, view snow load in lower right corner. Line 1 Onenines: [ X] X [ `] Minimum size pier [ ] X ( ] 1p Required at each side of openings over From 1 v j wide. �2- 3 lop FEZ '. r'rWM ZWU'.:�I"I". ' GUG" i OMM", v. DEPARTMENT OF BUILMNG AND SAFETY TYMCAL'UNCOVERED LANDING.DETAIL: A covered vered landirig. requires a P01 -1111t. M1,111,111LIM -) SIZC: '.Y') t/Maximum size: 4'x4' An uncovered ancling larger thati 4�'x4' arid more [han 30 inches above grade requires a permit. All uncovered framing, lumber and clecking exposed to weather Is i ed to, be naturally dLJ1-,1blc car pressure trcated %vood. Decking may be redwood, pressure treated or composite. More than.3.rl5crs�:.handrail required 4' 34" to 38" off nose of - near tread d 0 ff se 0 42" min 2z, d.e'ck�ing- r�cd:�,0.6d, pressure cited or coinpqsitc res... ur. Fis6hi * -cannot var LLQ . -, y mo 4:h 4.with 7-- lauding to c_yrad%JTTE COUNTY equal \__j ING DIVISION PC44- br. 7 .3 j4?' n i a- x r is 'e BUILD APPROVED 3/8':' x-4" PT '.?xj'2 PT Pr 5suletreated !'redia bocl - -Grade PB 44.61 .e.late Sq>zare by concrete 46.6fin -(MiY-1*-1qv0 with grade) 4. 19.4 -crq.'s�,* britd' ng 4 te- (4re_ .footingsi2 dire6tipfts::.k(� kq6w Ilei p tn.t i. .P'C*'j'yn-s�neiit'foii'n"diition:mobilt hom.c-lan.din.g.-s:re-quit:c-.:f6D.i-iugs:'Rs detalled'..-above Redwood, P . reg§LweTrcat6d- or'Mu-fictared Z-X-d"i.ng 2'x 6 Crd§S pi,ess Lf cc- tri--ated Ix 6 Acceptable _Pgs frbrivt6p riser W'b .r. , Otton! 6ser to not acceptable ot,hi;i-:sh.ape,s niay*1)e,.a.c6*e;p.tab1e. Soft Set Tnolifle' home Nfidings.:do not'require: footi - n.g . sa.nd must use pressure treated . ed . -wool. . or redwood: ME -. N .. .1�11.:M.00"00, 0 PE"( -A NEN T"Vib UN- D A -T- I 0'r4 La nd;i iig's are ccqiitced at alt -eXiL§ - a ftd. at bottom of stairs (Width. of ex its X 3'6'" in. letigtjj) No'.r,& 7 3/4°4 niaximu,iT.i step down. to. lacid.Mg provided door does not S\,�ring out over 1,1nding OVER P-EQUDZEMENTS 1-1 /4"MI-N 1-1/9', 1: /2?'M.A'x' f3i2 a��� 383 Rio Lindo Ave, Chico, CA 95926 p. (530) 592-4407 www.summitchico.com BUTU Com DEC 112017 MWELOPMMr sEawcw Structural Calculations For: Client: Dorm Lord Pro'ect: Bethune Residence Modular Home Skirt Foundation Address: 0 Edgar Ave, Chico, CA Note: Our scope is limited to the modular skirt wall and supporting. skirt wall. foundation. All other flood zone AO requirements are by others. ,of ESS' C. ,it), y�O so .y jQ 18 2R, E . 0613012 15 sT CM1. OF CAl 0� 1211 11 PERMIT # V?>t — 21 BUTTE C01JNTY DEVELOPMENT SERVICES RFVIEW$D FOR COD COM LIANCE DATE -0--j TIT_BY�_- Note: Summit Structural Design (SSD) is not responsible for on-site inspection to assure .compliance with the standards, sizes, materials, or workmanship specified herein. SSD is not responsible for any structural element or system not specifically noted in this set of specifications/calculations unless authorized in writing by SSD. Workmanship shall be of the highest quality and in all cases shall follow accepted construction practice, the, latestedition of the California Building Code, and local building department standards. PROJECT(� ' 3 /�— PAGE: 1 CTURAL DESIGN SUMMIT STRU ENGINEER: www.summitchico.com DATE: I)FSlr,N OF i I I j I ; i I iiii l ; : , _ i. ' S i _ ....... ......... .._.. _........ _ (/ 2 � - - 6 - i € 17 ,..._..__.._.___;_.._._ _._....;_........ ._......... I i ._.._._.._ L,__..__..�...__-._.. 1 _i......__.[_..._....:�..._.........`+.-.:_..: _ '� - I -- - .(., __........_....._}..__._.......:.._.. ......... L _ . _....1 .............._!_ ._. ) ..._ . 3 ,:_.:....:... __.._..:......_....... ...-_.....I........... _. .......... .... .._- _._ _...--- -<»►.. _ �.� - - - - ..... I 1 r I _ _. 1 " _ _.. .,._..._._I_.--__.,�_....... _. 7—__...._....._s.._ I .. _.. �_. .._...... J_._. _. ..._ ... _._ �. :W.........._......._e__-..._� PROJECT: �� WO, SUMMIT STRUCTURAL DESIGN PAGE: ENGINEER: AT www.sumtnitchico.com DATE: 0 DESIGN OF LcA- 4e< c, Uv -i 0 LA + ....... ..... 2 4040 3"30 3uw j'1..-` ,•_UTILY DINING FAMILY ROOM BEDROOM 4 FF_ MASTER BEDROOM I LIVING ROOM BEDROOM 2 BEDROOM 3 of"12 —lCV-V— -5'-4t- 1 107' 1wl m 0 T_ OPTIONAL KITCHEN K27644A 1,728 SQUARE FEET KS64003F 4=1- A^ ke S. 7i .............. ..... . .... - – — - - - - - - - - - _4— . ... ........... . ..... .... . ........ . . 7 . .. ...... ........ . ....... . ..... ........... PROJECT. SUMMIT STRUCTURAL DESIGN PAGE: ENGINEER: �J www.summltchico.com DATE: DESIGN Of E L- (, V/A,-')) S �. FPO r 2E F- E C Et AC_F.. i ..�..._._-.. i _..... _.__ ..... I ..... __ ' _. .. ... ... €_.. ' i i.. ,........__.._ ......._ : ............. . ._. ....... ;I I� _ : __.__...._ ..__ _.._ � .•; _ ._�.__.._..... .......... .... ...... L..._.__...._:._._ ..... .......... _ ll _ _._,_.__......._....._.__......_....._..._................._.._......._..._..(__._..._...... _-- ........... ..._. , , i I i i %-9 I :I ..: __..._............. a----- _. ...... - - ;.. _ _ r ; I + i }Illi�_ii 11 �i�i�•__�o-_rye...;_._.,. 1 . +.__........ ...... i . y of(2`I j if : i. _ .- ..-_,_ ... _.,.._........... t ...... _ 1 + � I i' i I j F. _ _.......... . . .......... . � I I I : t I ! 111111 i 1 I i i " I'--'-- ... �_.. ��... � _ �,_i ............ . `,• , -4, I :9 Summit Structural Design Project: Engineer: Page: Date.: Desian of: MWFRS-Envelope Procedure (ASCE 7-10, Section 28.6) Conditions: 1. Simple Diaphragm - CASE 0 2. Low-rise AJSF G=O' 3. Enclosed 4. Regular Shaped 5. Not Flexible 0 go 6. Not Subject to: SFA a) across wind loading (J`-111 b) vortex shedding c) instability (gallup/flutter) d) channeling effect e) buffeting (upwind obstructions) 7. Approx. Symetrical Cross Section With Flat, Gable, or Hip Root d'45° 8. Exempt From Torsional Load Cases Indicated in Note 5 of Fig. (C 28.4-1, or the Torsional Load \ Cases do not Control the Design: Q� CASE A (1) story and hd30 ft. or CASE 13 (2) story max and light framed or ,(2) story max and flex. diaphragm L= 64 Long. Bldg. Dim. (ft) 2aL" 6 ft. T= 27 Transv. Bldg. Dim. (ft) .2aT= 6 ft. V= 110 Basic Wind Speed (110 or 115 mph) LCF= 0.6 Load Combination Factor A= 1.21 Adjustment Factor K,t= 1 Topographic Factor Adjustment Factor for Bldg Height and h= 15 Mean Roof Height (ft) Exposure, X O= 15 Closest Roof Angle Mean Roof Exposure (50,100,150,200,25°,or 30") Ht. (ft) B C D MWFRS Wind Loads (psf), ps=LCF*A*Kzt*ps30 15 1 1.21 1.47' Location ps, 0=0 ps, 0=15 Min. Net Ovhg. .20 1 1.29 1.55 A-110 13.94 17.50 9.60 25 1 1 1.35 1.61 B-110 0.00 4i80 30 1 1.4 1.66 C-110 9.22 11.62 9.60 35 1.05 1.45 1.7 D-110 0.00 4.80 40 1.49 1.09 1.74 E-110 -16.77 -16.77 --- -23.45 45 1.12 1.53 1.78 F-110 -9.51 -10.96 50 1.16 , 1.56 1.81 G-110 -11.62 -11.62 -1.8.37 55 1.19 1 1.59 1-.84 H-110 -7.33 -8.35 60 1.22 1 1.62 1 1.87 PROJECT: 2 SUMMIT STRUCTURAL DESIGN ENGINEER: AT www.summitchico.com DESIGN OF L04-cx-cO Lc)cLJ PAGE: DATE: A2 %v - - - -- - ---------- - t �n I.. ...... .... . ........ . . ........ C _3 Pi 4-2 -fpj, —4- .......... .........._�f_": .0) ...... ... . .... -.0 . .... ........... J ------- --- -- ..... ..... FIN . ........... ...... .. . .......... .... . ...... + ------- ---- . . . . . . . . . . . . . . ... ....... . . .... ........ Aj .. ........ ......... . . .......... ........ ®r��3-4--_;---- .......... --- ----- . ...... . . ...... ....... ... ------- ----- . ......... .. .. .......... ---- .. . ...... . .. ......... .. . . ....... . ....... . .... III. ......... ff 12!7!2017 Design Maps Summary Report vWSGS Design Maps Summary Report User—Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 39.694460N, 121.87989°W Site Soil Classification Site Class D — "Stiff Soil" Risk Category I/II/III USGS—Provided Output Ss = 0.619 g S,,,s = 0.808 g- Sos = 0.538 g S, = 0.277 g SM, = 0.511 g Sol = 0.341 g For information on how the SS and S:1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MC:.e Response. Spearurn Juscry>7.Ro3portsc+ Spectrurn •.e r: aaa U 012 vi (n •s to n. ta. .. i7:y� • i7..IaS ...., n.;,., tr.:sa r.o� t.zu r.:q rr� i.s� aa� arta �..� i:.:t,,+acts cts� r_aa t.� r.� +a r..rsa z::� Penod T (ser.,) P<rtpl T (aec) Although this information Is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the ac:curascy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. s htips://earthquake.usgs.gov/cn1/designmaps/us/summary.php?template=minimal&latitude=39,69445599722767&longitude=-121.8798862698497&site... 1 /i Summit Structural Design Project: Page: Engineer: Date: 1281201.7 Design of: Seismic Load. Development (ASCE 7-10) gelsmic. Design Category D' Ss- 0.619 Mapped 0.2 sec spectral response. Occupancy 2 S1 0.277 Mapped 1 sec spectral response I 1 Site Class o !,W] In accordance with Ch 20. TL 16 SMS 0.81 Max Considered EQ SM1 0.51 Max Considered EQ SDS 0.5,38 Design Spectral. Response (0,2 Sec) $D1 0.341 Design•_ Spectral Response (1.0 Sec_ System Light Framed Shear Wails R 6.5 Omega 3 Cd 4 Ht Limit 65 Cs 0.08 12.8-2 Max Cs 0;55 Min Cs 0.02 (.01 outside of SJ). Ct 0.02 x 0,75 Ta 0110 Cu 1.4 Max T 0.13 No limit for-drift- or driftUse UseT 0.10 Alt Ss 0,619 Ss may be 1.5 if 5 stories and regular V= 0.083 `W Height to Roof (hn) = 8 ft V= 3,8 k Vert Dist Exp. (k) 1 PROJECT. PAGE: SUMMIT STRUCTURAL DESIGN ENGINEER- Al www. summitchico. Coen PATE: DESIGN OF Lc,4-cnrbI Logt.A Oc-ye� cD r.)v\l,,o h. ........ ... . ..... ..... .... ... ----- ----- ------- ----- ---t . .. ......... .... . ...... . . . . . . . . . . . . . ...... . . ... . ........ ..... . . . .. ........ .... .. . ....... ...... ... .... T- .......... . ..... ... . ........ .. _._...-_i...__.._. . .... ........ . ..... .......... .... .. ...... .... ...... ... .... ----- ------ ..... ..... ... . 7 1 .... ..... .... . ... ......... ..... ..... ...... . . ..... ...__:....-..._........_....._._._L...-_....._._._.-'--_.._.'__ . .......... - -- --------- ----- ..... ..... . .... ... ....... Summit Structural Design Shear Wall Design Program Project: Location: Panel Thickness 3/8 Y'v Nail Length Panel Orientation Short Dimension Across Studs Nail Type l Summit Structural Design Shear Wall Design Program Project: Location: Panel Thickness 3/8 Y'v Nail Length Panel Orientation Short Dimension Across Studs Nail Type ed Value Anchor Bold Diam. 1/2 T_ 3 Stud Spacing 24 in o.c. : Spec Grav Of Framing 0.5 100 Spec Grav Of Framing C -D, C-C,_AMPA NDS -���- T Fnd Sill Plate Grade DFL ........................;:.................................. AB in 2X Sill 620 .... 116 AB in 3X Sill 730 3.5. S -PI -AnctiDCag Reducec Date: 12/8/17 Units (UNO): lbs, in index # Nall Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 150 : 0.84 i 118 ; 100 .................} 2 ................................... ..........................J..........................»....................... 12d 3.25 0.148 �....................... 1.75 ........................;:.................................. 0.99 118 .... 116 _..........6.............. 0 n......... 16d i 3.5. 0.162 ...,........................;...........................:.. 2.00 2.513 ��.................141.................. 3, Note 1 410 ... i ........ 2 ....... _ ....... .. ............ .. .. . ............ .. 141 ............. .......... 4 .................,............,...........:..,.......................�.................................. 20d 4 0.192 : ' 2.50 .. ... 2..37 1.00 : 170 .... 170 ....................... 5 (...........................;.......................... 30d i 4.5 y...............:....... 0.207 �....................... 3:00 i.:......................;........................... 1.0.0 o.......................... 186 186 ........... I ........... 6 ..........................................:............: '. 1/4" Screw Note'2 ...............................................:........................: 0.25 2.00 33� Note 1' - ........................... 0.......................... ,..9.......,. s...... >.. ,.NG......r......1..1.8... .........J. .............3.3.......r....Note.2..,... .............. .... ...........................i.. ..:.. ...y.......................�:...................... 22, Note 1; 1060 4 i. 400 a. .......400, ... 8.... ..<.. ................ A35 <.................,....,..................... .. .......... ............................. . .................x.........450..... 9 i A34 , ......,........... ......... ...........................�............. • � ... �........... ....... � ........ .3 65 ShP.ar-Wa1LD-e.slan Edge Nail Alowable SW Joint Fastening SW Joint Fastening AB Spacing (ft) wau rasiener k.unu H Luna t3 rastener Iona A t:onci tj 2X Sill 3X Sill 6 i 220 i 2 i :................................. 8.4 ..............:..................................................:... 0 i 8 24.5 0 3.75 4.41 4` 350 2 i 5.3 i 0 8 15.4...... _ ..........0......... 2.33'.... 2:77.... ........_............................................................................ 4 320 2 ' S.8 _..........6.............. 0 ...................:......... 8 16.9 0.. 2.513 _ .. 3.03 3, Note 1 410 ... i ........ 2 ....... _ ....... .. ............ .. .. ,...... .... 4.5 ...:1 0 i .. .. ..8 ..... ... .... 1.3;2 _ ........ O. i. 1.01.. .. .. ... 2..37 2. Note 1. 530' 2 i ...........................4....................... 3.5 _.. ..... ..... I 0... ;........................,................,.,............. .. 8 ..................10.2.. ... .............. .,j...,.......0... . _ .0.78�.......i.83........ .... 44, Note 1 640 i 4 ...820............4 4.2 i Note 2 8 '_.' 8.4 , Note'2 ;.. NG =.....1.52... 33� Note 1' - ,..9.......,. 5.'3......:.... Note 2 ,.NG......r......1..1.8... .............3.3.......r....Note.2..,... .............. .... ...........................i.. ..:.. ...y.......................�:...................... 22, Note 1; 1060 4 i. i................i.....:..................... ;.:... .. .: ... 2.6 i Note 2 i 9. 4.1 Note 2 y....................... NG r...... 0.92 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing �0 Summit Structural Design Project: Engineer: Desian of: Shear Wall Framina Light Framed Sheathed Shear Walls Resistive A35 SL rho= Lateral Wall Attachment Attachment $bear_Wall Load Lzad Lmglh L.eaglb Leng.tb l mdlfl Modification Edge -Rall U�La1l1>lll S�se, 4RLSI 2w/.h .(ia A � Wind 990 8.00 i 8.00 8:00 # 124 1.00' a 6" ............................... _.............................................................................................1...................I........... 'Seismic i. 1339 {.....................................................................................................;............................... e 167 1.00 6" B Wind 990 8.00 8.00 8.00 i 124 i 1.00 6" ....:.......................................................... Seismic 1339 j ..........:.........,.........._.......,.......................................... i i ............. 167 1.00 _ ........................ 6" 1s Wind 1864 '•. 8.00 8.00 ` 8:00 233 ; 1.00 6" i Seismic 1 13.39 ' ....... i 167 1:.00 6" .. 2 Wind. i' 1864 8.00 E 8.00 `• 8.00 ' 233 1:00 6" Seismic 1339 i, ; 167 ; 1'.00 6" Summit Structural Design Project: Engineer: Design of: Shear Wall Stability SDS=0.538 Overturning (+ = uplift) Overall Resistive -GmAy, OT -Q-T BigbItg. Nat Load Length Lmgtb. Lid HgdgbJ Moment Moment MQ w3ludaa ca$ -e M WAW ul- I A Wind 8.00 8.00 200 1 1.5 1485 1 6400 .4, ............................. ................................ ............................ ............. ........... ..... . ..................... .................... .......... ............................................. I SO, "If Seismic 2009 6400 B Wind 8.00 8.00 200 1.5 1485 6400 ............................... ......................... Seismic .......... ..... .............. ... ............ ........ .... .................................................. ;, ............ 2009 6400 ' Wind 8.00 8.00 20J0 1.5. ............................ . .....Wind ................... ....................................... .......... . . ............... ....... ........ ............................ 2796 640 ........... SO Seismic 1 2009 6400 1 2 Wind .................... .......................... 8.00 J 8.00 200 ........... ................... ............................... ............................... 1.5 ............. 2796 6400 ................................ Seismic 2009 6400 " Summit Structural Design g Project: Page'. Engineer: Date: Design of: Foundations Soil Bearing: 1.500 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C: full height. Provide #4,at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall .(Non -retaining): 8" solid grouted (f'm = 1500 psi) with #4 at 24".O.C. each way, Continuous footings: (fc' = 2500 psi) Width Ihickn.e,ss Cap (plf) .Reintorting 12 12 1500 (2) #,4 cont, 15 12 1875 (2) #4 cont. 18 12 2250 (3) #4 cont, ; 24 12 3000 (3) #4 cont. . 30 1.2 3750 (4) f#4 cont. Spread Footings:(fc'=2500 psi) Beinf_at:cing Cap. Connn lor. Label Size Ihickn_ess. E.a_W.ay. Kips S.iinps_o-n F1 1'-0" Sq. 12 (1) #4 1.5 PB F1,5 1'-6" Sq. 12 (2) #4 3.375 PB F2 2'-0" Sq. 12 (3) #4 .6 PB F2.5 2'-6" Sq. 12 (4) #4 9.375 PB F3 3'-0" Sq. 12 (4) #.4 13.5 CO F3.5 3'-6" Sq. 12 (5) #4 18.375 CB F4 4'-0" Sq. 12 (5) #4 24 CB F4.5 4'-6" Sq. 12 - (6) #4 30.375 CB F5 5'-0" Sq. 12 '(7) #4 . 37.5 CB F5.5 5'-6" Sq. 12 (5) #5 45.375 CB F6 6'-0" Sq. 18 (8) #5 54 CB F6,5 6'-6" Sq. 18 (9) #5 63.375 CB Note: Bottom of each footing shall beat least 12" below finished grade or as per local requirements. . 12 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Brandon Bethune A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. Edgar Avenue City State ZIP Code Chico California 95928 A3.. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN: 039-160-010 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Modular Home A5. Latitude/Longitude: Lat. 39N 41'31" Long. 121W 53'07" Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,782 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b 2,160 sq in PERMIT # d) Engineered flood openings? ❑ Yes 0 No BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR A9. For a building with an attached garage: COD QOM PiL I ,A � V�+C Yil a) Square footage of attached garage sq ft DATE_ b—� B/CE b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade(, c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ❑ No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Butte County 060017 Butte California B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 06007CO485 E 01/06/2011 01/06/2011 AO Depth 1 foot B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Proteqt3e�ct to (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA 9Z COUNTY 61-7'243g0CT 27 2017 FEMA Form 086-0-33 (7/15) Replaces all previous editions. DEVELOPMENT Form Page 1 of 6 SERVICES =,L)��- 0,CeL, I 4 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30. 2018 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: Edgar Avenue City State ZIP Code Company NAIC Number Chico California 95928 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑x Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, ARAE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: N/A IVertical Datum: N/A Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: , Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) NSA ❑ feet ❑ meters b) Top of the next higher floor NSA. ❑ feet ❑ meters . c) Bottom of the lowest horizontal structural member (V Zones only) NSA. ❑ feet ❑ meters d) Attached garage (top of slab) NSA. ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building NSA. ❑ feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) NSA ❑ feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) NSA ❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including NSA. ❑ feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Cerfificate represents my best efforts to interpret the data available. / understand that any false. statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed la6d surveyor? Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number Lauren J. McSwain 8754 D Title Professional Land Surveyor IN Company Name Feeney Engineering & Surveying, Inc. (p ere Address PMB 301, 236 W. East Avenue, Suite A _ FoF CALF City State ZIP Code Chico California 95926 Signature Date Telephone `cpU f'-4— (530) 570-7174 Copy all ages of this E vation Ce ' e and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) FEMA Form 086-0-33 (7/15) Replaces all previous editions.. Form Page 2 of 6 'ELEVATION CERTIFICATE • OMB No. 1660-0008 r Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY•USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: , Edgar Avenue 'r City - State ZIP Code Company NAIC Number Chico - California 95928 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) - For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, - complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide -elevation information for the following and check theappropriateboxes to show whether the elevation is.above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). • ! a) Top of bottom floor (including basement, crawlspace, or enclosure) is 0. 0 ❑x feet `❑ meters ' ❑x above or'EJ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 •2 x❑ feet ❑ meters ❑x above or ❑ below the LAG. 41 E2. For Building Diagrams 6-9 with -permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1=2 of Instructions), the next higher floor (elevation C2.b in �5.� the diagrams) of the building is " x❑ feet ❑ meters Co a ove or ❑ below the`HAG E3. Attached garage (top of slab) is N/A . ❑x feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment ' servicing the building is c 2 ` 0 "i f❑X fe t E] meters , ❑x abov a or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available,- is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Lauren J. McSwain Address City State ZIP Code PMB 301, 236 W Wst Av ue, Suite A Chico , . California 95926 Signatu + Date / / Telephone c: • ' (�[ 2�/ (� (530) 570-7174 Comments t • ' • oc . "' e i tea• � ,�-^ . ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) '. Replaces all previous editions. Form Page 3 of 6 . 1,117-2138Lt: IX OR , 9/11/2017 -wee EDGAP 171 3cq�p� -7 (IV 21.39 AC, v D 1. CICA A LPc,I Crv) i e, e, ave r. G, w5o A JAI Zj rx PERMIT # BUTTE COUNTY -DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE ----LZ--/ �.-Finished Construction Flood ,`Elevation Certificate required Pri6r to final building inspection -rr-�00-0' A-0 tbvz-A"*, L'Ur'Y" 691)65vt�O. 'A P Jr- b.5111 ;I - /16 te) 1 (7) mzm