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Home My WebLink About069-180-012PROJECT DESCRIPTION: Thompson BEAM LOCATION: B-1 BEAM Type: Solid sawn Species: Douglas fir larch Grade: No. 1 Width: 5.5 Depth: 15.5 Number of members laminated: I Span: 21'4" LOADING Beam self -weight: 20.7 PLF UNIFORM LOAD LL: 220 PLF DL: 55 PLF TL: 275 PLF DEFLECTION CRITERIA Floor member per UBC Max. LL deflection: 360 Max. TL deflection: 240 ADJUSTMENT FACTORS Duration factor: 1.00 Size factor: 0.97 REACTIONS Left LL reaction: 2347 Left DL reaction: 808 Left TIL reaction: 3154 Right LL reaction: 2347 Right DL reaction: 808 Right TL reaction: 3154 FcPerp: 625 Min. bearing at left: 0.9" Min. bearing at right: 0.9" SHEAR OK Area Required: 49 in A 2 Available: 85 in. ' 2 Fv Required: 49 psi Available: 85 psi Max. shear Actual: 2772 psi Allowable: 4831 psi BENDING OK Section Modulus Required: 154 in. 1 3 Available: 220 in. A 3 Fb Required: 917 psi Base available: 1350 psi Adjusted available: 1312 psi Max. moment Actual: 16823 ft. lbs. Allowable: 24081 ft. lbs. DEFLECTION OK Moment of inertia Required: 901 in A 4 Available: 1707 in. A 4 Modulus of elasticity Required: 844746 psi Available: 1600000 psi Max. LL deflection Actual: 0.38" = span/682 Allowable: 0.71" = span/360 Max. TL deflection Actual: 0.50" = span/507 Allowable: 1.07" = span/240 wiUN, L AFrP P PROJECT DESCRIPTION: Thompson BEAM LOCATION: B-2 BEAM Type: Solid sawn Species: Douglas fir larch Grade: No. 2 Width: 5.5 Depth: 15.5 Number ofmembers laminated: 1 Span: 16'6" LOADING Beam self -weight.- 20.7 PLF UNIFORM LOAD [] LL: 220PLF DL: 55PLF TL-. 275 PLF DEFLECTION CRITERIA Floor member per UBC Max. LLdeflection: 36O Max. TL deflection: 240 ADJUSTMENT FACTORS Duration factor: 1.O0 Size factor: 0.97 REACTIONS Left LLneactiom1815 Left DLreaction: O25 Left TL reaction: 2440 Right LLreaction: 1D15 Right DLreaction: 025 Right TL reaction: 2440 FcParp: 625 Min. bearing etleft: 0.7^ Min. bearing at right: 0.7" SHEAR OK Area Required: 3Oin^2 Available: 85hn"2 Fv Required: 3Gpsi Available: 85psi Max. shear Actual: 2O50psi Allowable: 4831 psi BENDING OK Section Modulus Required: 142in. ^3 Available: 22Oin. ^3 Fb Required: 548psi Base available: 875psi Adjusted available: 85Upsi Max. moment Actual: 1OO84ft, lbs. Allowable: 15608 ft. lbs. DEFLECTION OK Moment ofinertia Available: 1707hn ^4 Modulus ufelasticity Required: 390843psi Available: 13OO000psi Max. LL deflection Actual: O.17^=npamq1Q7 Allowable: 0.55^=upan80O Max. TIL deflection Actual: O22''=opan/O91 Allowable: 0.83" = span/240 � ^ ` PROJECT DESCRIPTION: Thompson BEAM LOCATION: B-3 BEAM Type: Solid sawn Douglas fir larch Grade: No. 2 Width: 5.5 Depth: 15.5 Number ofmembers laminated: 1 LOADING Beam self -weight: 20.7 PLF UNIFORM LOAD [] LL: 220RLF DL: 55PLF TL: 275 PLF DEFLECTION CRITERIA Floor member per UBC Max. LLdeflection: 3bU Max. TL deflection: 240 ADJUSTMENT FACTORS Duration factor: 1.O0 Size factor: 0.97 REACTIONS Left LLreaction: 154O Left DLreaction: 5JU Left TL reaction: 2070 Right LLreaction: 154O Right DLreaction: 53O Right TL reaction: 2070 FcP*rp: 625 Min. bearing atleft: 0.0^ Min. bearing at right: 0.6" SHEAR OK Area Required: 3Oin^2 Available: 85in. "2 Fv 30 psi Available: 85psi Max. shear Actual: 1688 psi Allowable: 4831 psi BENDING OK Section Modulus Required: 102in"3 Available: 22Oin.^3 Fb Required: 395psi Base available: 875 psi Adjusted available: 850psi Max. moment Actual: 7245ft. lbs. Allowable: 150OOft. lbs. DEFLECTION OK Moment of inertia Available: 1707 in. "4 Modulus ofelasticity Required: 238745psi Available: 130O000psi Max. LLdeflection Actual: O.O9^=npem;98O Allowable: U.47^=opan/3ou Max. TLdeflection Actual: 0.12^=span/145D Allowable: 0.70" = span/240 PROJECT DESCRIPTION: Thompson BEAM LOCATION: B-4 SEAM 1S ADEQUATE BEAM Type: Solid sawn Species: Douglas fir larch Grade: No. 2 Width: 5.5 Depth: 15.5 Number of members laminated: 1 Span: 20'0" LOADING Beam self -weight: 20.7 PLF UNIFORM LOAD [ ] LL: 220 PLF DL: 55 PLF TL: 275 PLF DEFLECTION CRITERIA Floor member per UBC Max. LL deflection: 360 Max. TL deflection: 240 ADJUSTMENT FACTORS Duration factor: 1.00 Size factor: 0.97 REACTIONS Left LL reaction: 2200 Left DL reaction: 757 Left TL reaction: 2957 Right LL reaction: 2200 Right DL reaction: 757 Right TL reaction: 2957 FcPerp: 625 Min, bearing at left: 0.9" Min. bearing at right: 0.9" SHEAR OK Area Required: 45 in. ^ 2 Available: 85 in. ^ 2 Fv Required: 45 psi Available: 85 psi Max. shear Actual: 2575 psi Allowable: 4831 psi BENDING OK Section Modulus Required: 209 in. ^ 3 Available: 220 in. ^ 3 Fb Required: 806 psi Base available: 875 psi Adjusted available: 850 psi Max. moment Actual: 14786 ft. lbs. Allowable: 15608 ft. lbs. DEFLECTION OK Moment of inertia Required: 914 in. ^ 4 Available: 1707 in. ^ 4 Modulus of elasticity Required: 696049 psi Available: 1300000 psi Max. LL deflection Actual: 0.36" = span/672 Allowable: 0.67" = span/360 Max. TL deflection Actual: 0.48" = span/500 Allowable: 1.00" = span/240 ------------ -------------------- ----------- ---------- ------ 7 ------------- ------- .....:......:......i.....;------,.._..r. ---- ........... ..................... ............... -------------- : ...... ......... ............. ............. ------ ............. ...... ...... ............. ............ ---------- ................. .. ........... ------------- ...... ............ ............ ......... ------------- ...... ------ Z ...... ...... ------ ............ ...... .............. ...... ............. .......... ............. ............. .......... ------------------- ...... ------------- --------------- --- - ---- ....................------ ............. ...... ...... ...... .......... ..................... ..................... ............ . .................. ----------- ...... ............. ..................... ------ ...... 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Assessor's Parcel Number- Owner Name [?��j El lid Scale: I"= Address I Phone No. 4- Site Location laohtact: Name Phone Data� -------------------- ------------------- ------------------- ------------------ ................... ------------ ------ ............... ............ ------ ...... ---------------- .................. ................ . . . . . . ............... ............. ------ ............. ............. -------------------- -------- ----------- ............ ............. ...... ........................... ............. .............. ......... ... ................. ------- ------------------- ---------- * ......... ................... ................ ............. ...... ....... ............. ...... -------------- ------------------- ---------- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... .............. : .............. ...... .......... Z-------------------------- ................... ..................... . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ... . . . . . .. . . . ----------------- - - - - - -- - - - - - - - - - - - - - - . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . I ...... . . . . . . Q N T Y ................. .................... ...... ........... .... ..... ...... ---------------- ------------ .................... ....... ....... ............... -------------------- .............. ............. --.1 ...... M FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres — PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: Department of Development ServieeS tz Building Division w:�, . ;tip• a 7 County Center Drive �r 0 CA 95965 Q=---:�`:-- o (330) 538-7341 (530) 538-2140 F AX 4 Ej td HANDRAIL DETAIL HANDOUT Nailing shall comply with Table 23-11-B-1. Minimum underfloor clearances from finish grade to wood joists is 18"; (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood is required. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Stairs serving 3000 sq.ft.and greater, risers shall be 7" max and treads 1 V min. The dimension difference between the smallest and largest tread run or riser height within any flight of stairs can not exceed a /8" (UBC1003-3-3-3-3) oe.n 3s subject to Stair stringers shall be anchored to prim ry withdraw are not acceptable anchors (2320.13). 4' Max. 36" Min. Top of 4. I - Top of peck Ay Joist , Anchor stair stringers to the primary structure with an approved joist hanger and screws, lags, M.B. Fier posts greater than 3 feet in height need to be diagonally braced between Posts. 4 - 16d nails or an approved post base connection If using precast piers, Wet set precast pier ED intermediate rails 4" Max. spacing shall preven the passage of a 4" diameter sphere. 4' Max. 4-- 8'Min. 9'Min - Girder 6`Niax Post An approved post cap connection or connect girder & post with 112' plywd gussati & 3 - 16d nails top & bottom I 3 2 x 12/ 6- Min. stringers r 3-12 1-114- 3-12 - Mat "i 3 -12 'Max 1-114 ro 2-12 HANDRAILS I -12Min. Handrail height 34"-38" Not Acceptable 8" Pd1in. embedment t 12 x 12 footing Attach stringer to sill Plate with 4 x 4 post min. Min. clear width at stairs shall be 36" Min. 2 - 1/2" dia. thru bolts required Min. 2x pressure treated sill plate T1111 PIYWADD CC EYT. ac ' dc r ERMIJ h CLIr STlil>z GTRIniaF-r�. ,�;xl`1'•pIF��S '' `TDP U1GW (on Pt wiF` ►a,o. abtj q AIIDRflILr+ N ADDU hl • r6{Z EUVITY. DEEVIMG -N-T) z4vvv*Dl7-42-` G1RDETZS ,,,�...-- GrUARt7RA1L di 1 �e MIN. rooT1146 �2 M0131LE IMME Olt PELK� .5/6". BOLT' pctcec� �o �haf �- fit( ��he.re Canno"7 ro u J h 2 Tg PZ" GIRDER ° "... D g_T5 posT A13RRNG.TYPICALll _ I Zp Z ,c4 PRESSUREah 1 1aFDW .-, 4 eon -7 P, fIlp:50A Yz L/i A L)P-. 4n -1 P, /-d&4 c r ,,— 80�,LV4 1, 1 7A�I-" -/F Y-) A -� /__o 1 5. 4eoP- V� ' 1541AC� () ),- Qj? Ty F XLO All� `Rou A� x F 10f, y / (o " E'�xn-i zec% V 7r� U-ITY A Pvii e u 4o �9- rapier 3 oc It I � 15 0 0 C� Ce C, P_e- Tru - B11t Construction 8c Drafting P r o i e c t m ow-� ro -5e i 1) e7 (4 Title o k D24 �'( is Date Sheet Scale V 7r� U-ITY A Pvii e u 4o �9- rapier 3 oc It I � 15 0 0 C� Ce C, P_e- Tru - B11t Construction 8c Drafting P r o i e c t m ow-� ro -5e i 1) e7 (4 Title o k D24 �'( is Date Sheet Scale MIMI FIRIIIIII-INI- 11 -n :2- Tru B0ila Construction Dra -ftin g Project C, Title BUTTE r""O Ul IN T Y i '5 4 NISION BULDING D g Date Sheet I APPROVED �O Sccle If III stiswx J110(s r0t)RDATiON' , PADO OuTuld OF MOBILZ 14 ON PLAN JOUBLE WIDE. MOBILE COACH Scale: 1" 10, FOR MORE THAN TRIPLE WIDE UNITS. SUEOWIT LAYOUT TO THARP & ASSOC. FOR APPROVAL. 'cTANDAR6'PIER k FOOTING SPACING PER MORILZ HOWE MANUFACTURER'S. INSTALLATION MANUAL LAN SINGLE WIDE MOBILIE COACH SCSI*: 1* - 10' NOTE: STANDARD PIER & 10')TING SPACING PER WOBILE NOWE MANUFACTURER'S INSTALLATION MANUAL E I - EY ATION NOT TO SCALE EiJ liJ �i � L'e] �J E� CAL10OW"COC4 Or Xj0L4A?X)K T= U AND, U.&Q 1*4WWN, wsrioc womits I mwnxo *09kA Wow LOAM* 4 Ifi Efl �j MAX TUBE HEIGHT KLTS E C14 Ywnc" I A I L-fj4— 8' SHORT TUBE �� j LTI q ZOVE 14' LONG TUNE 2' DIA .. 1. w" 7 DOUBLE WIDE 7YPICAL a) 14 ON PLAN JOUBLE WIDE. MOBILE COACH Scale: 1" 10, FOR MORE THAN TRIPLE WIDE UNITS. SUEOWIT LAYOUT TO THARP & ASSOC. FOR APPROVAL. 'cTANDAR6'PIER k FOOTING SPACING PER MORILZ HOWE MANUFACTURER'S. INSTALLATION MANUAL LAN SINGLE WIDE MOBILIE COACH SCSI*: 1* - 10' NOTE: STANDARD PIER & 10')TING SPACING PER WOBILE NOWE MANUFACTURER'S INSTALLATION MANUAL E I - EY ATION NOT TO SCALE E� CQACH. I BEAN E� CAL10OW"COC4 Or Xj0L4A?X)K T= U AND, U.&Q 1*4WWN, 31 x 31 P�ATE Wow LOAM* 4 W "m ida" MAX TUBE HEIGHT KLTS E C14 Ywnc" 8' SHORT TUBE q ZOVE 14' LONG TUNE 2' DIA .. 1. w" 7 a) 0 Cq sauic PIERS k FOUNDArION' PAW . . . S37 70 "k 4 bai. TS 0 3/16' PLATE oum,49 or MOBILZ 4 To ISO SINGLE I 14 ON PLAN JOUBLE WIDE. MOBILE COACH Scale: 1" 10, FOR MORE THAN TRIPLE WIDE UNITS. SUEOWIT LAYOUT TO THARP & ASSOC. FOR APPROVAL. 'cTANDAR6'PIER k FOOTING SPACING PER MORILZ HOWE MANUFACTURER'S. INSTALLATION MANUAL LAN SINGLE WIDE MOBILIE COACH SCSI*: 1* - 10' NOTE: STANDARD PIER & 10')TING SPACING PER WOBILE NOWE MANUFACTURER'S INSTALLATION MANUAL E I - EY ATION NOT TO SCALE TYPICAL BEAM CUNNECTIONS XQUDIDATI.ON Uk b=4 DATION M 00 I. n1l MkJNDAr4 -WN C*4 TWIS W FAD SiIQ nAN It A ?W-AJT CONCRM Y" ?Aa FLYWO Not to sizate I? so ik ov(psin TEP cHwe1w, 3. AND co CQItlik-IKMAW-ol', L )wm AT DAY$-Ai==A0DM0WA=*=SY STAA=_W1MTQOWAM IN P"Am"OPADOROWATIM"m gvp 1,9011=4 18 TWAT 71111 LOW D"Wf" OF 71111 FAD N 1'9VV4)4M-1,AT0TWC0A01XtA9 (AS WOW 0KTWnA)4 INSERT FOR_ WHERE 14tp CONUT04 RBQMX PAD ROTATX)K NO MW THAN HALT OF TW PALO IN A. 1 1/4' K1. TRAMS4 LWA CAW I* VT44TXP 10 IVAT TO 40M 004MM OF IM ]PAD$ ARE PAAALAAI� TO 24' To COACM KAM 4. mmmm r4s.L.-v m nX*QM N14 QA W. M -IK 36 112' !QQ&Q SIZE ricim I MAMWLW UD*MU or ROKU WW6 COACH 48 MINT. AwAw Noun, Z MAXMW LSHM of 00 V*111'A WID.9 OOAM 70 n=. 4x4 -4x4 WVr—f X 04JISS APPWVW By TKW& A;00C. momm KID% twmff"OTTomam 1 MaT rm WMA wm 0"(3130 *"wpm PRECAST CONCRETE. • U "M KO 3W.40, A It : WMA *= OWNU " 4.. TRAU Wmac"4-m IMA b�WlRkW .AC"Wr PATTERN AS $80" ON TUN DOMU WUM MOSU FOUNDATION PAD 00ACR SCAV 1.5' J. K* ANY CX%4CH *ux OTHER Tum As smn wm ON u nAN oit wuv4m Awvx, nm nu AND PAD LE: PL x PLYWOOD LAYCtfY W&PAJ, in UVIMO AND Ar?WUVJW BY DMAWK TWASW 16 A"OC3AT94, 3/4' PLYWQf)D SHEEIS SCREWED 10611HER WITH 8 48 x 1 112* FHWS I. #?Acm mowN ON 7u% nm Aps Ka coAcau wm 10 WK AND 12 INM KAM$ I WH ?AM I ANY an" I INQ4 SP.* IS NO`f TO CAMMJWA WOR& THAN 6.0 nAT ON L4 CH WiD Of UNff AND $PACO* Of 4MMIC MU CAN Nm vocim. • IMAM SwDmm sysm COM sscmw W31 APPROVED SUIUBCTMcon';�-x', NsNom Ia ~VALDOONOTAUTHOR OR ApMOVI j A I )qy ft==wOrt 0v/wmfkQm UQUIRZMENTS �f Cm AMLOCAWS STAIX AAWS AND RZGU 00 LATIMS SUNDARDS • ALTE116XVIVE PLYW001) &Y-41- 00 W.F[ON PAD PATEN'YN.5,595366 SCAL E I'= I .5' RENEWAL OF STATE SUHMM.'AL 30-5F • 8"Isjous Isy 4/12/"),9 LP 04/14/00 YW. ig V-4 U u < tA M ;2 4j z u 00 z OW007 gc&4 As Show omma JLT job 95-36 of $W*4 79 - BUTTE COUNTY 3UiLDING UETMEfv APPROVED CQACH. I BEAN CAL10OW"COC4 Or Xj0L4A?X)K T= U AND, U.&Q 1*4WWN, 31 x 31 P�ATE Wow LOAM* 4 W "m ida" MAX TUBE HEIGHT KLTS Ywnc" 8' SHORT TUBE q ZOVE 14' LONG TUNE 2' DIA .. 1. w" 7 4 - 3/1@- SID PIPE , 0 -, - . . . S37 70 "k 4 bai. TS 0 3/16' PLATE vlook, 4 To ISO CLAMP A TOR" 2. THE PUM LOAN 01" 84 t4AA AND 8010A ZONE AS 3/4' THREADED 3/16.' PLATE LEGS ROD IYP GF 4 poV.N"rs" Ij QWjA*= TO'CWV"" A "RM~ POLMATION, 4, yg" LWW"= UNWn"W C0j=Vj Wa. M(Y"" ARE 5/16* PLATE AL toll. os&KmD pm iio* w.wrAs, sm mom AND Owl 49 cOwATKA wrm,,Loc 5/ 5/8' X I 1/ 4' XX7 WITH HARDENEP WASHER' SEISMIC PIER Not to ScaleUIAU CONFMM TO A" AU f - 34 IM, WNIMUM. M: UKU W FAMrATO 1000RD�NO TO AM &ftCVWAnON6 C.P. SEISMIC PIER#1 PATENT PENDING 4 NIA" a TO Aw ArscuWATI014 & mw Am I& ANCUM 100ILM' A8711AW. NOTE, 110011 -, "I= -A" A4410-ASTIA A323 100 JN -POUNDS IS EQUIVALENT TO 15 FT-PUUNDS PROD: %AWN LAW CAMN *11JIM" ALI,,, METALCOMPOWM MtAMW NAU & *CIO" M ARE TO 09 MOTWTM COA11" 6. mrmANDxnx)z=AmxjmaT I Aoazwuu &H," as ooATw wrm mamm wailAms w4tC2 OR APPROVED IQMAUWr D KIALL = UTM AND tABOAD BY C99MED 728=40 AND 00N&MTM M 2 - 3/8' x V SOLTS 8"V1923 mm fta T" POL.I.Owm La" FIELD 'DRILL HOLES OPTION OF 4 #14 T E X STS COACH C C Ism MAX OR J PEAH 00. . . 7. THIS FOUNDAVON 'IS FM KA"-MANLWAMM WMD04W OUNST1=0 Wffjr( LOWOUMAL, Olt 1/4'x2'x4' 3' x jo PLATE C*mJ0wm ANGLE 3' WIDE E A IL IM KXt4DAT"qKMjg0nX*q&D To gg Oa"MLOW C*4 A FAIRLY Ljvu sM wrM No MsTU40 sO(tau.,I 4 .0. AL n"wCIAK r (D.&) cAN OCMANUFACTUM HOMES &HALL RA vtxnagr IN AREAS *WthSwK1 BOLTS SLISMIC RLWA*nD, WUM DA LVAISIX IM*, Olt W"SK. rr WIL). ADYERSSLY Afn=r THA Un Of TNI. NER XANUFACTVREVi HOS. 10, THA SY ITEM IS ADAPTAWA TO STANDARD HOIJOW MASONRY uk�K PIE". TYPICAL BEAM CUNNECTIONS XQUDIDATI.ON Uk b=4 DATION M 00 I. n1l MkJNDAr4 -WN C*4 TWIS W FAD SiIQ nAN It A ?W-AJT CONCRM Y" ?Aa FLYWO Not to sizate I? so ik ov(psin TEP cHwe1w, 3. AND co CQItlik-IKMAW-ol', L )wm AT DAY$-Ai==A0DM0WA=*=SY STAA=_W1MTQOWAM IN P"Am"OPADOROWATIM"m gvp 1,9011=4 18 TWAT 71111 LOW D"Wf" OF 71111 FAD N 1'9VV4)4M-1,AT0TWC0A01XtA9 (AS WOW 0KTWnA)4 INSERT FOR_ WHERE 14tp CONUT04 RBQMX PAD ROTATX)K NO MW THAN HALT OF TW PALO IN A. 1 1/4' K1. TRAMS4 LWA CAW I* VT44TXP 10 IVAT TO 40M 004MM OF IM ]PAD$ ARE PAAALAAI� TO 24' To COACM KAM 4. mmmm r4s.L.-v m nX*QM N14 QA W. M -IK 36 112' !QQ&Q SIZE ricim I MAMWLW UD*MU or ROKU WW6 COACH 48 MINT. AwAw Noun, Z MAXMW LSHM of 00 V*111'A WID.9 OOAM 70 n=. 4x4 -4x4 WVr—f X 04JISS APPWVW By TKW& A;00C. momm KID% twmff"OTTomam 1 MaT rm WMA wm 0"(3130 *"wpm PRECAST CONCRETE. • U "M KO 3W.40, A It : WMA *= OWNU " 4.. TRAU Wmac"4-m IMA b�WlRkW .AC"Wr PATTERN AS $80" ON TUN DOMU WUM MOSU FOUNDATION PAD 00ACR SCAV 1.5' J. K* ANY CX%4CH *ux OTHER Tum As smn wm ON u nAN oit wuv4m Awvx, nm nu AND PAD LE: PL x PLYWOOD LAYCtfY W&PAJ, in UVIMO AND Ar?WUVJW BY DMAWK TWASW 16 A"OC3AT94, 3/4' PLYWQf)D SHEEIS SCREWED 10611HER WITH 8 48 x 1 112* FHWS I. #?Acm mowN ON 7u% nm Aps Ka coAcau wm 10 WK AND 12 INM KAM$ I WH ?AM I ANY an" I INQ4 SP.* IS NO`f TO CAMMJWA WOR& THAN 6.0 nAT ON L4 CH WiD Of UNff AND $PACO* Of 4MMIC MU CAN Nm vocim. • IMAM SwDmm sysm COM sscmw W31 APPROVED SUIUBCTMcon';�-x', NsNom Ia ~VALDOONOTAUTHOR OR ApMOVI j A I )qy ft==wOrt 0v/wmfkQm UQUIRZMENTS �f Cm AMLOCAWS STAIX AAWS AND RZGU 00 LATIMS SUNDARDS • ALTE116XVIVE PLYW001) &Y-41- 00 W.F[ON PAD PATEN'YN.5,595366 SCAL E I'= I .5' RENEWAL OF STATE SUHMM.'AL 30-5F • 8"Isjous Isy 4/12/"),9 LP 04/14/00 YW. ig V-4 U u < tA M ;2 4j z u 00 z OW007 gc&4 As Show omma JLT job 95-36 of $W*4 79 - BUTTE COUNTY 3UiLDING UETMEfv APPROVED