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HomeMy WebLinkAbout073-180-138PVrEi- Al Maloriak & Workmanship Sh*n ha •i= '''H�COr�,rrt��i W �f;t R � •• r of a gsc4(i"yt�rs�rlt�+.d for tiec ri tdMFOM eulk,nz Plu12191;t nQ l�tec If 'r, s• Ovid tsmt1 �`} (his set of plans and specifications -MUST b(_y3lFF" kept on the job at all •iimes and if is unl wfui to �;� • »; . �!►• '�n4e any changes. or calterationron Sam thout 3 ` '• `. written permission from the Departmen aur: \J -l�or s. COIFf S,•fa i DUE WEST 450.36•. N 0!a 06' 2i*' M Y frGw' CREEK R I . 170.32' sTIN6 EASEINT ER 1413 0. R. 107 PARCEL 2'--* " .� • �0 at�l. 1 S. ( PAitCEl A . S W M 35.E -, (J a.OD X. 200.05' L • � I • 1 1 r• . 100' leaMtieli walk Iia,. S ate 37' S3" W 156.2115 - ` PARCEL l / 6.51 AC. I S 37' 53' S0" w / / A our -9 I f � �C>. � Location of ewipment shalt be as shown 9 yO 7 & clear of all easements. 51 51 pE fi eEPr2 �%IgZO S�f'6�G� Fes'' (�oF COUNTY OF BUTTE BUILDIND DEPT MAY 2 8 1992 32zj�2� STOMDRA"IRG FORM NO. 10143 - - - �Ss s •_ `r i r • :.^ < r s `� � h �3-18-�3� � C���mm��uuN� i BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541 I MOBILEHOME INSTALLATION SHEET l J , 1. Owner's Name : 2. Installer's Name: �� r �c►� ly / cr^ E7� C I 3. Is the site currently under pe rmit? Yes ® .No �. (If yes, furnish permit numberOR Is the site an existing site? Yes; No (If yes, furnish two plot plans.) - I 4. Will the mobilehome be located at least 5 ft. away from septictankand leach N "fields and clear of all setbacks and easements? Yes � No (If no, clarify { 5. What ,.is the mobilehome .electrical _ rating? ---------- - Amps _ 6. What is the mobilehome site service rating? ------------- Amps 7. What is the mobilehome site circuit•breaker rating? '----- Ll © n Amps I 8. Is there any other electric .load to be served by the mobilehome site service?--------------------------------- Yes F No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas.pipe;size?-------------- X4 MW (in.) I • 10. What is the type of Sas service? ------------------- Natural a LPG 11. What is the gas pipe length from meter or tank to the mobilehome? --------------- --- ------ ------ (ft. 12. What is the mobilehome gas demand? -------------------- _,(ETU) *(This" information not required if pipe length less than 6 ft. on natural gas or less than 50,ft. on LPG.) i i .� MOBILEHOME SUPPORT DATA yy✓'/� If other than single wide, Mobilehome Mfr. 7%/i2�4%c� �furnish Setup Model No. i2 Year ? Width Z l/ (ft.) Box Length__� L(ft.) Tagalong or Expando Size ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one)l.:'Wood-pressure treated or foundation grade. F�2 - Other (specify) SUPPORTS (check one) ��•�DI-1." Concrete block. 2. Other (specify) Pier Footing Sizes and Locations SINGLE -WIDE MULTI -WIDE Line 1 a-. Line i '_'nom Main oLine 1 .Line Tat or Triple Line 1 Line 1 Hera:. ??.. Line 1 Openings;' Size -Min- ------------ /Z Size -Min. ------------------ Spacing-Max - ---------------- Spacing-Max- --------- 5--6.1 Each Site of Openings From Ends -Max - ------- With Width Over --------- �► Line 2 Piers: Size -Min- rr Spacing -Max ---------- From ------- From Ends -Max -------- rr Line 3 hoof Leads l J iu% Size -Min. --------- Location (From Front) Line 3 Piers:. (Under fearing Wall Only) Size -Min.. ------------------ rk u Spacing -Max. .............. From Enda-Max-------------- �. a UwE &0C41rAUC _Z 'Xg�D„ „x3G rr 36"x34r rrX3Q�. rrx36,r Z ,rx�.r rr,� rr rrx D r.-_. a /�'- V'-� n l'• 0" 5r-/� a �� r• O n �- a r - Line 4 Piers: Line 5 Piers: (Under fearing Walls Only Size -Min.------------ „ size -Min ------------------- Spacing-Max ---------- ---------- -------Spacing-Max---------- r Spacing -Max -------------- ._ v Fra■ Ends -Max -------- ,- ,r From Ends-Max--------------�- Line 5 Hoof Leads: Size -Min. ---------- �= Location (From Frani) n this set of plans and spec+fic kopt on the iob at all times and rs ! �maVe an changes or alferct' ns n same it o Y 9 ions v i •: � y Z� it 4 written permission from th cnt tf P Works, County of suffe Mr�ty►ria#s & Workmamshlp Sn !'+a ►.,, ^: 4li•. Recognized Goad Pr c►1t cr the Scl;i5d 1 Uniform Jt d, _ ,,F �IK Q�a rM DUE WEST 450.3i' 11 090 061 2t" Y q i 170.32' 1 £. t:sTI11G EASEMENT cR 1443 O.R. 107 PARCEL 2�' ' FWCEl, A ISiii 26. 35 f 8:. . .00 K. 2oo.os . • 1 1 r— 100' leachfield setbecic liow. S 21: OT' 45 E. S lia 37'55' W 158 .2i; - PA�LEL Z r 6.51 'AC.: 5 37' 53' Sn" W / / ~ A our-9 7b 15.35' fa 32z� 22 LwAbm of VAftm i equlpr»E O shall be as sI+orm S dear of all Oaserrtnts. 50' rKdM (�_ of P-dAD A X, A, S w VA% 2 X Olk'j. Stwn. Outriesers -00, When Necettery. NOTE: 2X4 Top k OTE�:Verify spacing of outriggers X "24 before constructing foundation r (4�OT V10A.r,6 6 1 - 0 1 o-ee, HAY. ry 1xeATn2 Al�oflz-j —Screened Vent 51THf-r- A 2X4 Framing for rib Air Vents" 2X4 Ponywatt studs LL 11 at 16"O.C. F-1 r -j r7 r7 r-7 T-1 r- -7 ... 4L L Li L LJ TYR FND.'WALL 'CONSTRUCTION j I. LJ LJ Floor Jolst L.__ _j cut Existog. SIdInt And A Install Z Dar- $e* Not* 6 20 Illklq.- T_ -I r7 r -i r -1 r-7 F-1 r- -T F7 Nall w/ 8d at 40.t Edoet L. L-1 L 0 L -I L- -4 r _T I �j m t- _T I-7 r-{ r__1 T--1 r-"7 Lj -4 L-4 L _4 L i 1.- -4 L-4 -LJ � •' F-1 j r -I i r � i { I F -I I T_ _1 j II _j L LJ ( LJ � L-4 � � I L -41 j —77777— L -4 7 k- Ild at 12'0.C. F41d Ponywell- 2 it 4,s at 16"O.C. 2 x 4 PT. Sill IL I'LL, il'or- - ,55T 1.0- at 6%0"O.C. , rT. rVr 9A,GH 150 jyrwl. xT 45Xrg5F,5 'or 10,Ae, e 6,-6 A-1- HAX. X SIDEWALL CLOSURE DETAIL r,900PATIO� 1,AO NOTICE TO CONTRACTORS ti�7, GENERAL NOTES A REASONABLE EFFORT HAS BEEN ADE TO OBTAIN 'BALL t. PERTINENT DIMENSIONS. HOWEVER- THE MANUFACTURER OF 1, THIS FOUNDATION PLAN IS DESIGNED TO BE USED THE, MFGID. HOME CAN CONSTRUCT THE UNIT WITH DIMENSIONS SLIGHTLY .DIFFERENT , FROM THOSE SHOWN HEREOW. WITH MFG'D.'HOME: l5*f IT'S THE FOUNDATION -CONTRACTORS RESPONSIBILITY TO VERIFY MAKE: r'1Ikrw DIMENSIONS. I.E. ACTUAL WIDTH 'AND LENGTM,OF UNIT,, 'CHASSIS MODEL I2L 4 5�z SPACING AND RIDGE SEAM SUPPORT LOCATIONS WHERE APPLICABLE BEFORE ,CONSTRUCTING. FOUNDATION. :2. DESIGN LOADS ROOF LIVE LOAD' .50 P.S.F. FLOOR LIVE LOAD!122 P.S.F WIND LOAD:' 910 P.S.F. SEISMIC ZONE: Cut Exist g. Siding 2 "(Min.)- 1,eT-op1_- Nail To 3. THIS FOUNDATION IS FOR PLACING MFG'D. HOMES 81k'g. w/ 16d of 161-'O.C. Existing Siding And Install 2 Bar- CONSTRUCTED W/ LONGITUDINAL OR CROSS JOISTS. See Note 6 lk Z Bar 4, ALL CONCRETE SHALL HAVE A COMPRESSIVE Field Install MCjy 7/16"(Min.) STRENGTH OF 2000 P.S.I. IN 28 DAYS. Hardboard Alt (M 3/8 in.) APA..Ratetplylv Sheath'g. 5. THIS FOUNDATION PLAN IS DESIGNED TO BE See vd,_Sheath'g. DEPARTMEt BUMN.NG jT Sidewall rNall w/ 8d cit 4'0.C.tdqes`- CONSTRUCTED ON"A FAIRLY LEVEL SITE WITH NO Closure ted & W*ac- Field' EXISTING SOIL PROBLEMS. Detail APPROVE ts"04 x4 of Pto S/� Event"pmed -AIoiiq'-tndw0Il - - I *— - 6. MFG D. HOME MAY BE SHIPPED FROM THE FACTORY 4 H A!! s 6 I..,e -61 t50rrCr-T 2 It 4 P.T. ILWITH SIDING CUT BACK 2" AND 7- BAR INSTALLED. dFOUNDATION CONTRACTOR SHALL VERIFY ALL 661Min. 6 M. in. DIMENSIONS BEFORE CONSTRUCTING FOUNDATION. 1111 slin I ==7 C04 12 L .-PACIFIC'CONSULTING 'ENGINEERS . 6" Alt. elm 4020 11 c2mino Aft. Suite A-2 I 'i fill Sacr2mento, Calif. 15821 Phone: 116-482-737: S Ill' 12 4 Cont. APPROVED By 0 SCALE DRAWN BY 12" .��4 Can't. le DATE: REVISED 0 SECTION 13 U8 z SECTION A & S'C&F-314"z /'-0" SCALE 314"ZIt-o" DRAWING NUMBER 0 �Iej 0 1;7A-rI0fl fLaO or -ZTOCKDRAFTING FORM NO. 101-63 1 L� copy Ponywatt studs LL 11 at 16"O.C. 2X4 RT sill plate I1e#XI6"A.8.(Typ.), .41 P. See sections for spacing .7 V201 ... 4L TYR FND.'WALL 'CONSTRUCTION I. ExIst'j. Siding 2 liar Floor Jolst cut Existog. SIdInt And Install Z Dar- $e* Not* 6 20 Illklq.- Field Install Hardboard, Alt. 3/8' (Min.) APA Rated Plywd. Shecth'j. 2 x 4 Top IL -Nan Nall w/ 8d at 40.t Edoet L. 1 T_ afto . _,F le. ­ •c. ^ ^ k- Ild at 12'0.C. F41d Ponywell- 2 it 4,s at 16"O.C. 2 x 4 PT. Sill IL I'LL, il'or- - ,55T 1.0- at 6%0"O.C. , rT. rVr 9A,GH 150 jyrwl. xT 45Xrg5F,5 'or 10,Ae, e 6,-6 A-1- HAX. X SIDEWALL CLOSURE DETAIL r,900PATIO� 1,AO NOTICE TO CONTRACTORS ti�7, GENERAL NOTES A REASONABLE EFFORT HAS BEEN ADE TO OBTAIN 'BALL t. PERTINENT DIMENSIONS. HOWEVER- THE MANUFACTURER OF 1, THIS FOUNDATION PLAN IS DESIGNED TO BE USED THE, MFGID. HOME CAN CONSTRUCT THE UNIT WITH DIMENSIONS SLIGHTLY .DIFFERENT , FROM THOSE SHOWN HEREOW. WITH MFG'D.'HOME: l5*f IT'S THE FOUNDATION -CONTRACTORS RESPONSIBILITY TO VERIFY MAKE: r'1Ikrw DIMENSIONS. I.E. ACTUAL WIDTH 'AND LENGTM,OF UNIT,, 'CHASSIS MODEL I2L 4 5�z SPACING AND RIDGE SEAM SUPPORT LOCATIONS WHERE APPLICABLE BEFORE ,CONSTRUCTING. FOUNDATION. :2. DESIGN LOADS ROOF LIVE LOAD' .50 P.S.F. FLOOR LIVE LOAD!122 P.S.F WIND LOAD:' 910 P.S.F. SEISMIC ZONE: Cut Exist g. Siding 2 "(Min.)- 1,eT-op1_- Nail To 3. THIS FOUNDATION IS FOR PLACING MFG'D. HOMES 81k'g. w/ 16d of 161-'O.C. Existing Siding And Install 2 Bar- CONSTRUCTED W/ LONGITUDINAL OR CROSS JOISTS. See Note 6 lk Z Bar 4, ALL CONCRETE SHALL HAVE A COMPRESSIVE Field Install MCjy 7/16"(Min.) STRENGTH OF 2000 P.S.I. IN 28 DAYS. Hardboard Alt (M 3/8 in.) APA..Ratetplylv Sheath'g. 5. THIS FOUNDATION PLAN IS DESIGNED TO BE See vd,_Sheath'g. DEPARTMEt BUMN.NG jT Sidewall rNall w/ 8d cit 4'0.C.tdqes`- CONSTRUCTED ON"A FAIRLY LEVEL SITE WITH NO Closure ted & W*ac- Field' EXISTING SOIL PROBLEMS. Detail APPROVE ts"04 x4 of Pto S/� Event"pmed -AIoiiq'-tndw0Il - - I *— - 6. MFG D. HOME MAY BE SHIPPED FROM THE FACTORY 4 H A!! s 6 I..,e -61 t50rrCr-T 2 It 4 P.T. ILWITH SIDING CUT BACK 2" AND 7- BAR INSTALLED. dFOUNDATION CONTRACTOR SHALL VERIFY ALL 661Min. 6 M. in. DIMENSIONS BEFORE CONSTRUCTING FOUNDATION. 1111 slin I ==7 C04 12 L .-PACIFIC'CONSULTING 'ENGINEERS . 6" Alt. elm 4020 11 c2mino Aft. Suite A-2 I 'i fill Sacr2mento, Calif. 15821 Phone: 116-482-737: S Ill' 12 4 Cont. APPROVED By 0 SCALE DRAWN BY 12" .��4 Can't. le DATE: REVISED 0 SECTION 13 U8 z SECTION A & S'C&F-314"z /'-0" SCALE 314"ZIt-o" DRAWING NUMBER 0 �Iej 0 1;7A-rI0fl fLaO or -ZTOCKDRAFTING FORM NO. 101-63 1 L� copy �� i..,. � j i. �.` ..... � .a: r ., -. ,. .i. .. ,, ., ,, . �. .., .,' � ,.. _. k q .�. .. 4 .) �' .� '. '{: .. ; _