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HomeMy WebLinkAbout041-330-062►1u BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM .. (One form per Building) School District Building Department No. /' �PO7G C7 A.P. Number D L/ / ?%v r ©v 2urisdiction: City County Property Owner Property Location/Address �� J ✓ ry �v� C �'f ��`'�-� Subdivision Lot No. Residential Development Q Q Q Sq. Footage No of Living Mobile Home AdPitiol "Supplemental toJ1;- n9(Group. R) v Units Installation Conversion Permit # •(No foundation inspection) :........................................................................................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 Q Sq. Footage . New Addition (Including Exterior y / Roofed Areas) Buildirig-Department Representative Date D*stnct Identification No. 060 10, K, 06I'District certifies that (Applicant) Vj n ry C 1 �3�-- 88710 (Street Address) (Phone Number) (City) //(Sate) p has complied with the requirements of Resolution No. -7 v square feet. School District Representative Paid by Check # '� Remarks: (Zip Code) ^� by payment of $ 0-7, - /-7 , S u JFB 2926 $ ULL MITIGATION $ // ' /0O .6- Date Nodce: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the dab fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fans In any court action. If, subsequent to the School District Representative signing this Butts County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project is being ravlawed under the Cal *fornla Fnvlronnwntal Quality Act (CEQA), this project may be subject to additional school has to fully mlggate ft Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeformxb (3105Wmn TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ----LLVM���uf �U� Owner Plan Approved for: Sewage Disposal Clearance for — dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist L-1kR Location Water Supply: ,L--- E.H ONLY Plot Plan Attache�� Floor Plan A X' D.Z7hed Sent to S. AP# Public Private W Date TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner Driveway permit A)A All— sipKature V1,UYV-Aj Guz-ch, tz-D I location AP # has,been issued for the above property. date TO Buildincr Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location 1 -33-6 Z AP# Plan Approved for: Sewage Disposal Hold final for: Final clearance O.K. for: Clearance for bedroom ome. NOTE * * * Sanitarian Other. Water Supply 6)"-9 Water Supply Water Supply Attention Property Owner: An "owner-builder" building permit has been applied for in your name and bearing your signature. :.::......... Please complete and . return this information at your earliest opportunity .to avoid unnecessary delay in processing and issuing your building permit. No budding permit will . be issued until this verification is received. 1. I personally plan to provide ' the major labor and materials for construction of the proposed property improvement : YES" NO[ Z. I HAVE[ j HAVE NOT[]signed_ an;,ApPlication for :a :budding permit for the .. proposed work- 3. ork3. I have contracted with the following person (firm) to provide. -the proposed construction: NAME: ADDRESS: CITY:. . PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following-persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: n n PROPERTY OWNER: SOCL-kL SECURITY NMNIBER: DATE: kgt 1.7< 1 n NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the =ement.s of the California Administrative Code, Title 25, Chapter 5, permit number- for the ' fo Ilowing location: Owner Owner's Address A�f ";p - /Nlf Mobilehome Mfg. Model Year Insignia No. 1--2 Serial No. It is hereby certified for occupancy at the above descr.ibed location and may be occupied. Director of Public Works Date By TIVS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - O.P.W. t T t A Cel ��aox ., ... �le/3r �� � � �ov. r4 ._.. - V --� x/S> Mobi/e home B _- Len�Th.y/86PMin.(Enc/asedl COL. 3” COL. Len V17 / 00 %n. OPen FOOT/NG FOOTING A80-/0 8=0' .0/8' 8'O" S/obi Stake, A8Cube, or Earth Anchor l/" 4"' S/ob,Stoke,arP/of ,0/8' A90-10 9 0' .018 /0=l" /D' /' Slob, StgkeorP/ate 9= /" S/obi StgkeorP/ate A/o0-/0 /0,0* .018 OW Cube A/IO-10 ' � Fosciq i • .023 8 3" 8'3` lob Stgke,arP/ate /o=l" /=9" Cube A/ /2 0" ,OZ3 Provide for fosG%q. drornq,ye �'7` lob Styke,orP/ate X/ Sphee Moxl / ¢Ivee/> NC1Ie GV6fy , l�- . �. C ELEv O/S AWN/N6 WITH Ol ER HANG 8 SMS @, C c' / !08 SMSA 6'c enc/ase anyj - iii 't8S Se c ---- 8ecL gSC%q- 1, !„E Per o/ "long) o i Co/ in ert- / !/,Der co /Z'¢ co � 1 Co% bracke7 SECT. A/ 8 SMS 6'c. y) .SECT. 4)/ So I/C e Sci4 COptionv/) U Beam er co /,� 2-4,16 Col Ex7st Mobi/e home_ _....Y _... 4 `,.�,...{ M Lengthy/_,85PMin(Enc%sed L-- 3 45' L30fh�00PMrnCOen `p?�'� T C OS4 O o,T^,nFoot Mi��l�-�_Deck "1 l See Schedule , COLUMN CAP ee Schedu/e O I� .t,E� EI =�0for 1/67 knessor thickness Schelnle 6063-T6 A/um2,0Q1 CDL UMNCAP 2COL L/M/1/ INSERT2/ ��'�(U Beom or Box beam,3-�-�-- ___._.-_Fosciq Copt/ono/) 606.�-T6 AIUm. ,3004-N14 A/lrm. 8 4/0m. 2.35` n4 e -- 0 y�i % "X/"Slot/ed ho/es K6$ - - 5�6 Y%"Slotted ho/C yX��o 3 s /" % S -- Q k'eE/' > l0 LJ LO TyE 4 des � wi The weighted ave. ht. --� , 28 032 - ----- �� n i of the owning =/zLo ingx. LA// L_4 �Spbce jMw K '/"S _ R _ .060 -_=-- .. PLA N (TYPi �TYP) X Typ.) --i-- 75 so „75- �. �6or 3/q jG hole PLAN i i i 2- �Col,------------------v 3.75 �� o � i c r. - 3" COL Len 7'h 2.35” -- - �� SQUARE COLUMN COLUMN BRACKE A �- �_.. / 9 T -----� _ '} -- ----- _._-. _-._- O --.- T ELSE V. O I N -- __ ---- . lnm 3 _ COLUMN CAP 3 ve SECT EL Install co/s. verT -- .040 /MN 3004-H36 A/om 8"loop rT vets for "/4SMS C /2'e o AS7N/ A36 Steel SECT 3 S �!/ARE CJL l 043Sten S TM' q A446 4rudKC c,Oo_ // ^i Ubeam sphr c r -`7- v o� 4t VNING WITH OVERHANG .DTs x.672 of '., So / N r�071 ELEV vARTH ANCHOR BRACKET 2 '°8SMS eq enj, to Penetrate O I8/� _....-�.(Ftato/) / Sohdwoodmember r �� � i �I ,,,.tf mobdehomeo, "'Nut g 70aBSMS C 6'c� y p' iP Jmni Mob//ehc» e bv,I ° 16 Deck r r - Y ._._. - l25 End F4SC/q ,754 x/,60 �,•i ,E.154 ! , rO' MI6 Hanger P� QOX=_'5E ,M_ 2-%a 'B UBEAM FASC/A FgsuEA/OcS FAC/A 606/ T6 Al m -=_�I �T1�yP _J + SEC 7 8 6063-T6A/um --- 6063-T6 Alum / 606 /-T6Alo- 075 3 "� Co -- - SSS - - 2.722 N a l r I I 2 _ � SMS � 36 c � III I 1� /000,,� /493 O - �I M - osz EARTNANCHOR �� '"I I N U Deck t1P. N' I b i N� � -_ _ Use in overage Sod 062 EARTH ANCNOF2 *2 — _— --_. A/ l N F SC/A .SPL/CE MEM!/3Ef? Use rn Poor good so%/ SECT. A/ f 4LW fyp EO6 3- T-6— loads: 6 A/UM GENERAL ,NOTES _ SECT C . 750 I ads: Live load 10 Pat Wind _... / O ,28/ Load 10 psf up, f[ 10 psf. 8 SMS G°' 6 c Deck 8 SMS 6'G N -T ' _..: 2. - Awning y P _ 4 ma be sc ee ed w [I open mash insect / Y 'U screen g with readily rgmovable trans) ce [ or G Al �I trans a norf lexi ble las[ic sc een' of not more L O '- - than 20 rm' I s thickness 9 Each awning structure shall have attached w tyP - -- ( /0776 3 6 A/urn � N�- thereto 'n a visible location, an approved identifi- j cation ins'gn ia. { ! •� _ - / - - _ _ --. _� 1-6� 4. Aluminum design and stresses are according cs with a factor of Safety \ i1 BOX beam N - to Alum. Assoc. 1971 sPe e[ � EN N/ SPL/C E MEMBEf2 for building products. Deck �i _ 6063 -TG Alu(rJ ER CONSTRUCTION NOTES 3 1 _7 z' 6063-T6 Alum _ 3 I. Carry all footings down to firm undisturbed. A/4 SMS wB /a. �2-k/4 SMS w/�"diq. I� 6 For conn de t, 7_%z" Far /2 CoL on/V 9 J` soil. Max. design soil pressure =engt Psf. i(� i, ComPOSife /"netq/ - CO/rJPOs/fe me/z7/ see C:�nG, S/qb\\'� 6" 2: Concrete shall have a strength of 2007 psi. "RedheOcl y All framing shall bI aluminum unless other- ___ € ncoorene gshcr neoprene washer _ 4 Hot d�Pe / go/ �^ grJC,0/-, t $_/4 orS-/4T \`� OrC/ectro loted�. ,I CO//nSert/ �- wise shown. Steel parts sial) be 9alvan zed o B painted with steel primer and enamel finish. /J it7'0",1) j III `� 4. Steel fasteners small be stain) ess, ��I Co/Cq /C9" /on )or /� erco% I.__-..-- + II / o{�cOP e ur1"Ol r _ \yl^ II i gig 1 y Egrtfi anchor aluminum or. cadmium plated. !2 er coL) (`f totg18 ore uq/wr/h qmm. 4 B CoL /nse�t/- re 'd u//ouY value , / Co/ CO/D / 5, sws -skeet metal screws. SMS for roof 1f 1 ,B brgC ket panel shall have 1/2' dia. composite metal and P ,9 II Jk'_._4_ P 1 _J 4B arb ern to„Ins 1r' Sd41Y,6 ry + 4 - Y+ � neoprene washers. C01 i7Sert / !/ er Co/.) / P 3 0 Coi°- Ir , -- / _ - - �1L r' -r /` ` 6. Enclosures shall not be at[ac',ed to columns. �p �i °�Double num`'.• Z-/ „� Cc/-� f 1. -- -_ k1- M I - < �'' 1 Eorfh gncha-/or” Vit. Ca/ bracket �u /_ /--r j: We/ e of EARTH ANCHOR NOTES ,S,eCT. / ZE SECT, F SECT COACRE7E S4 --A8 In to// Vert% �§,1. Earth anchor shalt be as manufactured by Splice �I U beam _ Ubeam -/ Gw �¢/nqX,--�� �SP/rte- A. 9. Chance etroanchor pl -Model S430 - _m EAR /-� OR material ModelvT43 C -- --- -- T U Beam - - - l - " yH NCH �ET Earth hon6 - - 2. Steel er'al )all galvanize e ni ks' min. yield F s7' ch. All [s shall de alvan zed. z- _ O °/o"� 4 Q g o'I cond tion shall be defined as; sP//ce + + + 1 /=0 M/n, O'Mina =3 �Co/or 6 3r -� SGood soil compact well -graded sand and member Splice 2'-n SP/ice 2 /z'¢Co/ o n m -_ P/-/,$O"X, 06Z" PLAM _ _�__'.. B� gray I, hard clay, well graded fine and coarse sand L ---J 6063-76 A/um t _ - _ _ - _ - --_ PLAN see S'Shedu/e f rc trca 7'm en/ Prlor to Ave race so I compact fine sand, medium --- Co/ Cap 3 FgSG/q - - - - _ 6X9 / \clay compact sandy loam, loose coarse sand and _ - _ --- F igrav 1. SP/%Ce - - - - - `E i4 /' cogt,�Q' (comp teed sand solays Soncaclav9 la gelomm,rP000ly G"UBE- FOOT/SVG_ _-. SAFE_ -Y STAKE li 'v/kU/rhe Aeon iron si It e co n n a ou �I r - Z-- j �+ t ++ �+ +� + +J - do Aotei /Joa i rinse (4 Earth anchors shal I no[ be used in the 2-pBSMS 13 /„" / - 1 �-'' 7 -- - -_-._ _ -- - _ - _._--- T7' ..,.+T - e-ronrzed /cr f IQQo ,nq no I tvPes: _ -/r-�- �r Coot ZZ /73 a d sa tura to tom act fill, loose fine sand, wet clay, Stec - A36 3 --- 6) P ed silt. S 3 r - _ / 3 1 B ASE CONN. W17,71 �2 C LUM/1 o / OGo 2 4r0 -tee r r/nse, S rc Nao/ P/ A T S F. S. /¢ 'M---yNl ELEV� � -� ' -: _ _.. - - — Elcc t taY /> > ✓e �g 1.� / _ _ FASC/A SPL/CE C8 fotq/J U BEAM' SPL/CE . / x BEAM SPL/CE L�ETN/EEN COLS. QOF� ¢ 1 __ELE cooiin� a cpo, - 8 A 2 x6 SMS(87'01'0/)fyP /3O E A NorJ res li 8r, P - onr is)o? e/_<tr 4tc A Redhead 017070,�I / AS A3C St SCHEDULE-AWN/NG W/TN NO Ot/ERHANC3 SCF/EDULE-AWiV/NG W/Th OVERHANG /4"g� XCo/ brockePL/GI co/unrn o /2" �481I w/ /Sid wgsher tjs57Y �y„B _ ! V x«5 A'7'`° oTetiar Ell 1.37 __ _� \17 - MODEL NO. PROD, P DEC TK. FA S C /A 2- yz COL. 3” COL. or FOOT/NG FOOTING �. C ELEv O/S AWN/N6 WITH Ol ER HANG 8 SMS @, C c' / !08 SMSA 6'c enc/ase anyj - iii 't8S Se c ---- 8ecL gSC%q- 1, !„E Per o/ "long) o i Co/ in ert- / !/,Der co /Z'¢ co � 1 Co% bracke7 SECT. A/ 8 SMS 6'c. y) .SECT. 4)/ So I/C e Sci4 COptionv/) U Beam er co /,� 2-4,16 Col Ex7st Mobi/e home_ _....Y _... 4 `,.�,...{ M Lengthy/_,85PMin(Enc%sed L-- 3 45' L30fh�00PMrnCOen `p?�'� T C OS4 O o,T^,nFoot Mi��l�-�_Deck "1 l See Schedule , COLUMN CAP ee Schedu/e O I� .t,E� EI =�0for 1/67 knessor thickness Schelnle 6063-T6 A/um2,0Q1 CDL UMNCAP 2COL L/M/1/ INSERT2/ ��'�(U Beom or Box beam,3-�-�-- ___._.-_Fosciq Copt/ono/) 606.�-T6 AIUm. ,3004-N14 A/lrm. 8 4/0m. 2.35` n4 e -- 0 y�i % "X/"Slot/ed ho/es K6$ - - 5�6 Y%"Slotted ho/C yX��o 3 s /" % S -- Q k'eE/' > l0 LJ LO TyE 4 des � wi The weighted ave. ht. --� , 28 032 - ----- �� n i of the owning =/zLo ingx. LA// L_4 �Spbce jMw K '/"S _ R _ .060 -_=-- .. PLA N (TYPi �TYP) X Typ.) --i-- 75 so „75- �. �6or 3/q jG hole PLAN i i i 2- �Col,------------------v 3.75 �� o � i c r. - 3" COL Len 7'h 2.35” -- - �� SQUARE COLUMN COLUMN BRACKE A �- �_.. / 9 T -----� _ '} -- ----- _._-. _-._- O --.- T ELSE V. O I N -- __ ---- . lnm 3 _ COLUMN CAP 3 ve SECT EL Install co/s. verT -- .040 /MN 3004-H36 A/om 8"loop rT vets for "/4SMS C /2'e o AS7N/ A36 Steel SECT 3 S �!/ARE CJL l 043Sten S TM' q A446 4rudKC c,Oo_ // ^i Ubeam sphr c r -`7- v o� 4t VNING WITH OVERHANG .DTs x.672 of '., So / N r�071 ELEV vARTH ANCHOR BRACKET 2 '°8SMS eq enj, to Penetrate O I8/� _....-�.(Ftato/) / Sohdwoodmember r �� � i �I ,,,.tf mobdehomeo, "'Nut g 70aBSMS C 6'c� y p' iP Jmni Mob//ehc» e bv,I ° 16 Deck r r - Y ._._. - l25 End F4SC/q ,754 x/,60 �,•i ,E.154 ! , rO' MI6 Hanger P� QOX=_'5E ,M_ 2-%a 'B UBEAM FASC/A FgsuEA/OcS FAC/A 606/ T6 Al m -=_�I �T1�yP _J + SEC 7 8 6063-T6A/um --- 6063-T6 Alum / 606 /-T6Alo- 075 3 "� Co -- - SSS - - 2.722 N a l r I I 2 _ � SMS � 36 c � III I 1� /000,,� /493 O - �I M - osz EARTNANCHOR �� '"I I N U Deck t1P. N' I b i N� � -_ _ Use in overage Sod 062 EARTH ANCNOF2 *2 — _— --_. A/ l N F SC/A .SPL/CE MEM!/3Ef? Use rn Poor good so%/ SECT. A/ f 4LW fyp EO6 3- T-6— loads: 6 A/UM GENERAL ,NOTES _ SECT C . 750 I ads: Live load 10 Pat Wind _... / O ,28/ Load 10 psf up, f[ 10 psf. 8 SMS G°' 6 c Deck 8 SMS 6'G N -T ' _..: 2. - Awning y P _ 4 ma be sc ee ed w [I open mash insect / Y 'U screen g with readily rgmovable trans) ce [ or G Al �I trans a norf lexi ble las[ic sc een' of not more L O '- - than 20 rm' I s thickness 9 Each awning structure shall have attached w tyP - -- ( /0776 3 6 A/urn � N�- thereto 'n a visible location, an approved identifi- j cation ins'gn ia. { ! •� _ - / - - _ _ --. _� 1-6� 4. Aluminum design and stresses are according cs with a factor of Safety \ i1 BOX beam N - to Alum. Assoc. 1971 sPe e[ � EN N/ SPL/C E MEMBEf2 for building products. Deck �i _ 6063 -TG Alu(rJ ER CONSTRUCTION NOTES 3 1 _7 z' 6063-T6 Alum _ 3 I. Carry all footings down to firm undisturbed. A/4 SMS wB /a. �2-k/4 SMS w/�"diq. I� 6 For conn de t, 7_%z" Far /2 CoL on/V 9 J` soil. Max. design soil pressure =engt Psf. i(� i, ComPOSife /"netq/ - CO/rJPOs/fe me/z7/ see C:�nG, S/qb\\'� 6" 2: Concrete shall have a strength of 2007 psi. "RedheOcl y All framing shall bI aluminum unless other- ___ € ncoorene gshcr neoprene washer _ 4 Hot d�Pe / go/ �^ grJC,0/-, t $_/4 orS-/4T \`� OrC/ectro loted�. ,I CO//nSert/ �- wise shown. Steel parts sial) be 9alvan zed o B painted with steel primer and enamel finish. /J it7'0",1) j III `� 4. Steel fasteners small be stain) ess, ��I Co/Cq /C9" /on )or /� erco% I.__-..-- + II / o{�cOP e ur1"Ol r _ \yl^ II i gig 1 y Egrtfi anchor aluminum or. cadmium plated. !2 er coL) (`f totg18 ore uq/wr/h qmm. 4 B CoL /nse�t/- re 'd u//ouY value , / Co/ CO/D / 5, sws -skeet metal screws. SMS for roof 1f 1 ,B brgC ket panel shall have 1/2' dia. composite metal and P ,9 II Jk'_._4_ P 1 _J 4B arb ern to„Ins 1r' Sd41Y,6 ry + 4 - Y+ � neoprene washers. C01 i7Sert / !/ er Co/.) / P 3 0 Coi°- Ir , -- / _ - - �1L r' -r /` ` 6. Enclosures shall not be at[ac',ed to columns. �p �i °�Double num`'.• Z-/ „� Cc/-� f 1. -- -_ k1- M I - < �'' 1 Eorfh gncha-/or” Vit. Ca/ bracket �u /_ /--r j: We/ e of EARTH ANCHOR NOTES ,S,eCT. / ZE SECT, F SECT COACRE7E S4 --A8 In to// Vert% �§,1. Earth anchor shalt be as manufactured by Splice �I U beam _ Ubeam -/ Gw �¢/nqX,--�� �SP/rte- A. 9. Chance etroanchor pl -Model S430 - _m EAR /-� OR material ModelvT43 C -- --- -- T U Beam - - - l - " yH NCH �ET Earth hon6 - - 2. Steel er'al )all galvanize e ni ks' min. yield F s7' ch. All [s shall de alvan zed. z- _ O °/o"� 4 Q g o'I cond tion shall be defined as; sP//ce + + + 1 /=0 M/n, O'Mina =3 �Co/or 6 3r -� SGood soil compact well -graded sand and member Splice 2'-n SP/ice 2 /z'¢Co/ o n m -_ P/-/,$O"X, 06Z" PLAM _ _�__'.. B� gray I, hard clay, well graded fine and coarse sand L ---J 6063-76 A/um t _ - _ _ - _ - --_ PLAN see S'Shedu/e f rc trca 7'm en/ Prlor to Ave race so I compact fine sand, medium --- Co/ Cap 3 FgSG/q - - - - _ 6X9 / \clay compact sandy loam, loose coarse sand and _ - _ --- F igrav 1. SP/%Ce - - - - - `E i4 /' cogt,�Q' (comp teed sand solays Soncaclav9 la gelomm,rP000ly G"UBE- FOOT/SVG_ _-. SAFE_ -Y STAKE li 'v/kU/rhe Aeon iron si It e co n n a ou �I r - Z-- j �+ t ++ �+ +� + +J - do Aotei /Joa i rinse (4 Earth anchors shal I no[ be used in the 2-pBSMS 13 /„" / - 1 �-'' 7 -- - -_-._ _ -- - _ - _._--- T7' ..,.+T - e-ronrzed /cr f IQQo ,nq no I tvPes: _ -/r-�- �r Coot ZZ /73 a d sa tura to tom act fill, loose fine sand, wet clay, Stec - A36 3 --- 6) P ed silt. S 3 r - _ / 3 1 B ASE CONN. W17,71 �2 C LUM/1 o / OGo 2 4r0 -tee r r/nse, S rc Nao/ P/ A T S F. S. /¢ 'M---yNl ELEV� � -� ' -: _ _.. - - — Elcc t taY /> > ✓e �g 1.� / _ _ FASC/A SPL/CE C8 fotq/J U BEAM' SPL/CE . / x BEAM SPL/CE L�ETN/EEN COLS. QOF� ¢ 1 __ELE cooiin� a cpo, - 8 A 2 x6 SMS(87'01'0/)fyP /3O E A NorJ res li 8r, P - onr is)o? e/_<tr 4tc A Redhead 017070,�I / AS A3C St SCHEDULE-AWN/NG W/TN NO Ot/ERHANC3 SCF/EDULE-AWiV/NG W/Th OVERHANG /4"g� XCo/ brockePL/GI co/unrn o /2" �481I w/ /Sid wgsher tjs57Y �y„B _ ! V x«5 A'7'`° oTetiar Ell 1.37 __ _� \17 - MODEL NO. PROD, P DEC TK. FA S C /A 2- yz COL. 3” COL. Q FOOT/NG FOOTING A80-/0 8=0' .0/8' 8'O" S/obi Stake, A8Cube, or Earth Anchor l/" 4"' S/ob,Stoke,arP/of ,0/8' A90-10 9 0' .018 /0=l" /D' /' Slob, StgkeorP/ate 9= /" S/obi StgkeorP/ate A/o0-/0 /0,0* .018 OW Cube A/IO-10 ll`O' .023 8 3" 8'3` lob Stgke,arP/ate /o=l" /=9" Cube 120 /0 /2 0" ,OZ3 77" �'7` lob Styke,orP/ate MODEL NO. PROD. P MAX, ovE HAN6 o PAA19L SPAN S @ MAX. DEC TK. U OR l30X B —BOX BEA— 44 -I - 2 /z"¢ COL 3"¢ COL. OOTING X 1007/NG A62-/0 8'O" _ 2=0 Gd0 ,0/8' 8-6" Slob, Stake, /'8`Cube, or Earth 8 6" S/qb, StgkearP/ate Z'J" Cube A72 /O 0'-o' 2-,0` 7=0' .O/8" 7//0" 7 /O" S/ob,Stgke,arP/ate 07'3" /V/" Cube A82-/0 /D"O 2=0" 8'0',0/8 7-3" 7= 3" lob Stoke, or P/ote� C�9" S/g6,Stoke orP/vte A32-10 A102-/0 /2"0" 6=3" S/ob Stvkc ors/ate above grade _ AL7 SAFETY STN E aYAgE;CO I u I - mF y S L-2X2Xi6 J �.' v -- For Safety stoke de Z Ca/, /2 Gcge - , " y � � �ee Bgse Conn with z ¢ Co/ ASTM A36 S/ee� ,� E C T A SEC 7 B X a y ..RCdhCQa" B. XO' /an �- a a L - # onchor� ✓S-/4 or 419o/u,� A 36 S, eel -- --� , - -- h h SAFE T Y STAKE ` "wr ,, " . _ , ° Qo. DI -ION`°°` 111 2 ATTACHED MOB/LEHOME AWN. I4 I- / Stee/-A36 Duca AL I NOR THS TA TE UM //UC. mm/ °+-mc<d„<„1 s N 514 1iw” /, 4rr See S hedu/e �n et, ” q Cal//CO CA• .3S 26E C9/6) 3437956 71 .�L.A/3 tom- rt >^ BUTTE c®�i� iY °� N (9/6) 343-/047 P/-% X9"X16" ' CUBE FOOT/NG._. �*/ °� `� DATE:/2-Z9-76 -----�wNBr;/ j'�I 1 °Pm°°� A36 Stec/ \'l PP 9 P BUILDIi'V`..F"� ���/�1 i g Y C, old JAN�541979 Rev 2-/9 78 - ---- oBNo:7e54A I Not di ed a/v or e/cc tic /q/ed g EG.t Dore GORDON H. KUPPEL-STRUCTURAL &4GINEER PLATE FOOT/A/<j i A NO z(' /0 1525 V- ST., SACRAMENTO, CAUf. 9$818,444.5976 > \ ' ri JAN 41981 ^ ORAYWNG NO ASE CO/UN-GV/Tf� 3_ COL(JM. 7'.J ".'i i, eI n:, ,�1 E n e...._ 7654A-/ 3L So A