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HomeMy WebLinkAboutB16-1254 000-000-000Erosion Control Notes: 1. No soil disturbance shall occur prior to obtaining a building or grading permit. 2. Person responsible for erosion control is: Ben Eckstrom, 530-636-4574 3. Erosion control measures shall be in place between October 15`h and April 15"', or when rain is forecasted. 4. Soil tracked off site into streets shall be cleaned up at the end of each work day. S. Inactive soil stockpiles shall be covered. Active stockpiles shall be covered prior to a forecasted rain event. 6. The erosion control plan shall be re-evaluated and adjusted accordingly as the site changes and after rain events. 7. Erosion control measures shall be maintained. The following note will be placed on the Erosion control Plan where concrete washout is located: "Washing of concrete equipment and tool at any other location than a designated concrete washout is a violation of law and subject to fine." BUTTE COUNTY JUN 09 2016 DEVELOPMENT SERVICES PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES ✓�_/J REVIEWED FOR CO - E COMPLIANCE DATE BY Fuumm P:E. =3461 hg�tnk.Piaoe. VA 24503 Y 4 idnuary i 1 • Hem Morgan i I Amem'nax'Beildi6j Products 28921,US+ 74:: Rortioft6d;..-CA 92WS Deaf Hea�3: 1tC.C..Et #ttrth2Q2tatSeprrG sere: ire tom#' esbetweetr the 2012 IBC and ft..2043 C. per- 'Of du sttid�um. It is. ale to -build these structures in "C-ditmia under ttl{e 13 C80. Please:co tfact fne:4t.(434) 3U-2514, or at car4utnarrfftwmcast.net ire #urther i0orinaftion. Sifcet'eiy: F��� 'fir . 1� C• 14:33' .C19'f7� I fv 9 ;f t 1 i PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES BUTTE REVIEWED FOR couNTv COE COMPLI CE JUN 0 9 2016 DATE 2`l BY DEVELOPMENT SERVICES ...... . .. .: ,::....:: ,.. ....... .. , .. . Amerimax Extartvr Home Producdt Alum@vrprid°i Patio Cover. Camas aKd CemmePalal Sbucture. Ebatneerina 2013 CISC MISCELLANEOUS DETAILS - M18CELLANhQUS DETAILS PAGES DRAWING SECTION DESCRIPTION (� '� ✓ f✓ ;J ` 2 pAGES GNOT-2012GENERAL NOTES PERMIT# . BUTTE COUNTY DEVELOPMENT SERVICES .REQUIREMENTS REQUIREMEN76 FOR SURFACE MOUNTED POSTS bN CONCRETE'SLABS OR FOOTING,' GN02-2412 MIMB-2012 REVIEWED FOR � U N O �. Z O � 6 SCO2-2012 pm&arl2PAGES ALUMAVNCOD STRUCTURAL CONFIGURATIONS c ® OMP LI C E 4 PAGEs LATnCE 1.0 RAFTER,SPAM'VOR COMMERCtALAND.PAT'O 3TaWCTURE: DATE IL �� BY SERVICES L,Altl.(:12.O POST SOACING3 FOR I:ATTIgE PATIO AND COMMERCIAL STRUCTURES:IN 116. MPH WIN) AREAE 4 PAGES 4 PAPES LT014012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES , LT02-2011 LT03-2012 Jam 10 PAGES Mtscfa-2012 Mie�lti 20!'2 MISCELLANEOUS DETAILS - M18CELLANhQUS DETAILS Misc3-2052. 7.6 PCSST AMD FASTENER REQUIREMENTS FOR ALL $TRUCTURES BUTTE MI9o4-2012 7,O.FO"NG AND SLAB ATTACHMENT TABLES 7:OFOR.SURFACE MOUNTED ROTS ON CONQkETE St ASS -014 FOOTINGS COUNTY NNsi Sa 2012 Mt¢C5b 20x27A .REQUIREMENTS REQUIREMEN76 FOR SURFACE MOUNTED POSTS bN CONCRETE'SLABS OR FOOTING,' MIMB-2012 7.11 FORCES ON -EXISTING STRUCTURES STRUCTURAL PROPERTIES OF BEAMS; FASCIA, PANELS AND "RAFTERS FOR USE BY DESIGN PROFESSIONALS � U N O �. Z O � 6 M(147-202 Mlecffi2012 GDtVCRCcTE SL".REOUIREMENT$ FQR.CUNSTRAINED FOOTINGS , . DEVELOPMENT - SERVICES BUTTE COUNTY , - JUN ' 0 9 2016 DEVELOPMENT SERVICES < • GENERAL NOTES: r ., . 1. DESIGNED IN ACCORDANCE WITH THE 2018 CALIFORNIA BUILDING CODE. SPECIFICATIONS AND INUMDESIGNINACCO413 ASSOCIATION S CHAPTE 20 Q THE INTERNATIONAL BUILDING NO CODE. S DESIGN LOADiNti8: Ctp 1.2,1=1.0: Co -1-.0 ( EXPOSURES EXCEPT B AND C WHEN LOCATED TIGHT AMONG CONIFERS) DESK3M LOAD ©ROUND SNOW LOAD 0 pF 10 Par- LAVE LOAD ONLY 1 10: OF '20.000 LIVE LOADiONI.IF :959.j 21 PSF DI L4N, R04F SNOW;LQW 80 POE 25.2 PSF DESIGN R001= SNOWI.)DAD 40 PSF 33AP8F DESIGNRoAF SNOW LOAD 6600 50A PSI: DE=SIGN ROUF SNOW LOAD FOR 0.26112 BLOPE­ 1/12 WIND SPEEDS IN THE 2012 IBC ARE `ULTIMATE DESK3N WtNDSPEO', ALL STRUCTURES DE80RIBE" THIS REPORT ARE DESIGNED USING PRESSURES CALCMLATED FROM -ULTIMATE DESIGN WINO SKEW FOR RISK CATEGORY II. FORATTACHED:STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT 00 THE EXISTING 8TRUCTURE 19 W. Klt WAS ASSUMED A81.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRIN4 HIGHER A HIGHER IE:! VALUE (ISOLATED HILLS, RIDGES, E8CARPMENTS)-%LL REQUIRE HIGHER WIND LOADS AS PER AStM7-10 SECTION 28.a AND ARE OUTSIDE THE SCOPE OF THIS fWOORT. - NOTE:.9?9QSURE B: SHALLAPPLY WHEN THE GROUND SURFACE ROUGHNESS- CATEGORY B (URBAN AND . SUBURBAN MEAS WOOFED AREAS, OR OTHER TERRAIN W/NUMEROUS CLOSELY SPACED QBB?ON FOR A HAVING THE SIZE OF A SINGLE FAMILY DWELLNG OR LARGER) PREVAILS INTHL: UPWIND DIRECT ION FOR A DISTANCE'OF AT LEAST 1600 FT. eQ§yRfi.C: SHALL APPLY WHEN EXPOSURE BAND D (SMOOTH MUD FLATS, GALT FLATS. WdBROKEN ICE AND. MER) DO NOT. SEISMIGLOADING . . MAXIMUM 8s � 15095 SHOWN IN 2012 {BG FJURE 1013.3.1(1) Ss, 160%.ARE NOT REQUIRED AS PEQR 2.)): ASCE7-1011,8 81 NOT APPUCABLE TO THESE STRUCTURES f1TE' CLASS!: D bA91C.8EIBMICFORCE- RE80NOSYSTEM. - PO$Tt3 EMSE()DED INTO FOOTINGS abROINARY 8TEF aAQM1iNT FRAME ».R 126 vOM SURFACE MOUNTED o ©ENHRIC SYSTEM a>:R�128 ANALYSIS PROCEDUAE-6 EQUIVALENT LATERA. FmoriPKCCEDURE THESE ROOF&ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT SEEN EVALUATED FORA. CONCENTRATED S00.LBF LOAD. THE BASIS OF THE DESIGN FORCES ARE INACOQRDANCE'WRH THE BASIC LOAD.COMBINATIONS.DESCRISED ti IN TBG$EG110N X80$ 8;1:1. AND NO FURTI{ERiNCREASES AREPERMIfTED FOR I?AT10'CQVERS. REStSTM WIND OR 9EISMICfORCES. -rtti 5b, ENt3iNEERiNf3 PACKAGE ISN07�� FOR MUOINO'PERMITS': SUBMISSION FOR ALOMi0 PERMfT MUST I.,a CiFNERAL NATES (2PA<3tcS} ygjRUC7URAL COHFIGURATIONS,(1 OR 2 PAGES) Y, a;RAFTER SPAN'TABLES (FOR LATTICE STRUCTURES); PANEL SPAN TABLES FOR SOLID' COVER i I STRUCTURES) OR BOTH #!,OR COMBINATION STRUCTURES)� d HEADER POST SPACING"'FOOTING 8126 ANO POSTTABLE 06R LIV.EISNOW AND WINO LOAD ALL APPROPRIATE QETAICB 'e- 0. POTHER OOCUAWNTATION REQUIREMBY LOCAL BUILDING AUTHORITY. 6 CONGREtE MIK F4vgW,.3000 QR 3600 PSI FQR.2B,DAY8IN NEGLIGIBLE. MOQERATEIANp ' C AbftIONB A5 SHOWN IN FIGURE 1ION2. OF THE *`I2; IBC.. PA O STRU&UREA MAY BE j T. ACF(ED TO CR6t(i,BLAd 1NITHOUTfOOT1N38. WHEN THE POST LOAD 18.7W#.OR LEBS_AND THE FROST DEPTH IS' ?ERQ CONCRETE SHALL BE A MINIMUM OF 3.6INCHES THICK AND NO CRACKS WTTHIN.XW OF'POJTS. POAT8.8HALL'BE.UiE1 BACK AM1N0dUM OF 41NCHES FROM EDGE OR EXPANSION JOINT OF A SLAB, 6.. PODTINOS HAVE -096N UES10NIO FOR CLASS 6 SOIL AS PER TABLE 1808.2. ALLOWABLE FOUNDATION PRESSURE 181609 POUNDS PER SQUARE FOOT, LATERAL BEARING PRESSURE 18100 PSFIFT AND IS DOUB1 ED:PIERAI3C;SECTION 1.806:3.4. THESfi DESIGN VALUES D0NOT APPLY TO MUD, ORC3ANIC SILTS, ORGANIC CLAY$ P.PJ17 OR UNPREPARED FILLS AND'INAY RLQUIRE FURTHER SOIL INVESTIGATION. TME BUIL,DINOOFFICIAL MAY ASSIGN A,LOAD:BEARINO CAPACfI'Y., UNITS INBNOWILNE LOAD AI4EAOF 26 PSF ORtE88 MAY BE•SUII:T (jN 1000 PSF BEARNG SOS WIO ADDITIONAL ta'pIGINEERINO. MINIMUM FOOTINQ .DEPTH l8 THE LOCAL FRQBT DEPTH• 7. 20 PSF AND NIGHER LIVE LOAD STRUCTURES MAYBE USED AS COVERS FORPARKNG OF MOTOR VEHIGM. CARPORTS MUST HAVE -AT LEAST TWO OPEN BIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCUMSUSTIBLE MATERIAL OR ASPHALT. 8 I►TLF.AST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) OF COVER SHALL BE LESS THAN 30. 9. A1,1.. STEEI. SHALL BE GALVANIZED ASTM'A•883 t380, A123 G46 OR:A163: Bim, PAINTED ASTM A76S OR USE AN APPROVED COATING COMPLYING WITH IBC SECTION 22B.3.2. 10. AL.TERNATE.ALUMINUM AL LOY&OP EQUAL OR HIGHER STTW-NOTHB'MAY BE USED: 3004H2xALUMINUM MAYBE 8U88TRUTEDPQR 8004H3i. PERMIT#IZ�q- BUTTE OUNTY DEVELOPMENT SERVICES T R VIEWED FOR - COMPLIANCE .. of lois. Co�Zgrl(�Y , amerlm,gm^28921 US H":74 • �LP'Bri01201 * 6 X Y H d i 0 ti HONE PRO .D Y C T S RpmaMnd' CA 82!385 U} .cmp • OFC _ NONE gap.I 0147 ETdQINE£R$ 'S ( BUTTE COUNTY JUN 09 2016 DEVELOPMENT SERVICES GENERAL NOTES: (CONTINUED FROM SHEET N0.1.1 11. STEEL. F/18TENERS SHALL BE ETHER 9TAINLE88 ,(3000.8ERIE$), .M%jM . 6R.0.OU(11E CADMIUM'PLATED. BOLTS 'SNAIL SEASTM A 307 HOT DIPPED OALLY GALVANIZED,-21NC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL... CONCRETE ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS.. ALL WOOD SCREWS. MUST COMPLY WITH ANSI(ASME STANDARD B1&8.1.AHO AND AF&PA ND"511.1.4. ALL LAG SCREWS MUST COMPLY WITH ANSUASME 818.2.1 AND AF&PA NOS4511.1:3. ALL STEEL WASHERS TO BE ASTM F044 W1 DIMENSIONS tN ACCOROANCEWITH ASME 818.211., TYPE A. ALL STEEL NUTS TO,BEAWTM On THE MINItAUM, WASiEff:D1AMIETER SHALL SE 1' FOR BOLTED CONNECTION$. SCRSIAIS Atdl3:eL31Ts WILL HAVE A MINIMUM EDGE' DISTANCE OF 2X FASTF.NER_OIAMETEIt. 12, EMBEDDED POST SURFACES SHALL. BE CLEAN AND FREE FROM -OILY SURFACES. 13. HEADER SPLICES.SHALL NOT BE LOCATED NEARER TO THE.END.OF THE STRUCTURE THAN THE FIRST INTERIOR POST, (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICE$ (DETAILS U. AND X) MAY HE LOCATED ANYWHERE. 14. ALL SELF DRILLING AND SFLF TAPPING SCREWS MUST COMPLY TO ICC* ESR 1730,2188 OR EQUIVALENTAND USE OR STEEL WASHERS OF SIMILAR ,R DIAMETER AND AS PER GENERAL NOTE 0S W? DIAMETERS EQUAL To Ii12.='tAND.#14 =P 15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUTADDITIONAL ENGINEERING ANALYSIS OR APPROVAL OF THE LOCAL BUILDINOi AUTHORITY. 18. ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS It4DIGATED:BY THE 6XCFPTION #2 IN IOC SECTION '15051- 1.1. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. 18. WHERE ALUMINUM ALLOY PARTS ARE -IN CONTACT WITH DISSIMILAR METALS (07HER THAN STAINLESS, ALUMINIZED OR GALVA1496 STEEL) OR ABSOMENT BUILDING MATERIAL8,.U1TLY fO.SB CO[1TINtJOUSL.Y OR INTERMITTENTLY WET; THE FAY 14G SURFACES SHALL BE PAIk%t OR Q'fF( 13V111$C.. zo . ATED IN ACCORDANCE WITH THE ALUMINUM:DLS(0N MANUAL PART IA SECTION 0.7. 19. WHEN A SINGLE SPAN ATTACHED UNIT *AnACNEI) TOA WOODEN DECK, THE MAXIMUM DEAD LOAD, LIVE LOAD FROM THE PAT LO COVER 18 750 LBS AND'THE.POST SPACINO;.OKALL-ND'f E)( ED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB THE'NK". . �I CONNECLION UPLIFT:LOAD IS 1182 LBS FOR. I15 -MPH EXP C WIND SPEED. CONNECT* ARE EOR MAXIMUM PAtIO ROOF HEIGHTS OF 12 F'T FROM GRADE..THE E*! T1I4G DECK STRUCTURE t�lu BE AOECIUATE.TO SUSTAIRTHE8E ADDITIONAL LOADS. THE. STRUGTURAL i QUACY:OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS"L.L: REQUItiE APPROVA►. BY LQCAL BUILDING R AL.-CONSTtUC7lON.00TSIDE AUTHORITY OR PARAMETERS MAY ADDITIONAL ENGINEERING, OF 20. AIL.stuaWrss mUO COMPll*I* 01noof the f0"w*Ing: a. /LII>ttiut luips MIHIt a rtf0f sno>I!i I. 0 d 30 psf.oT teas ratty► be.buIWItY8oismt0 Design All'ab cturn) ih 0 TO to ltia nieoiltlitinr.8s il0ted In amoral Note ft b. 7Rt7tathres wtlh flet �oof:design s>t0w+' IOads over 80•pst eainpl)AnB wlfh-lBG:Bodtan 1818:1 Etcaeption >l41 do not repslrle addlti0nal seismic anarysts. 0: SLuahiras nat.aoinPhltdg wNh (a) or (b) requ(re add(tlanel engtneoAng satsmla snplygls: 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW I$ BEYOND THE SCOPE OF THIS REPORT. 2A ALL MULTiSPAN TABLES AND DETAILS ASSUME EQUAL SPANS WI THIN.20%. ALL $pECIFLCAT10Nl§ MUST$E BA$I*O'UML:ONGEST'AC` TIAL SPAN. 1-403.2 (WALLS) AIN CONNECTIONS $HALL ND OR 1503 (ROOFS), WHICHE'PROTECTED FR. OM VER 1S MORE APPROPRIATE. �PER IBC 1ECT10N 24. AT L.EA8T :ONE HORIZONTAL DIMENSION OF THE COVER (PROJECTION OR WIDTH) SHALL BE LEMS THAN 91i TT UCTURES: (PERTAIN>y TO LATTICE $ RUC7URE$ ON DRAWINQ8 SCO2-2012 AND LT01-2012 THRU LT03-2012.) 1. SEE GENERAL NOTE t4 FOR LIVE AND SNOW WADS. 2. NOTE INTENTIONALLY LEFT BLANK. 3: SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY WITH TABL.E.L1: AND L2 ON SHEET M5. AMER*"-(20j 3 CBC)112WM14 Page 2 d-.47.. PERM)BLffTE t OUNTY DEVELOPMENT SERVICES VIEWED FOR E COMPLIANCE ATE BY JUN 02 0.15 39' 28921 US Hwy 74 a ?RorYate�M. CA 82565 BXTBRIOR MOMS P8'.ODtlC.TB L up: > GEW RAL NOTES N014E STAMP 6i 622--2oi.2 2 of 2 BUTTE PERMIT # couNly BUTTE COUNTY DEVELOPMENT SERVICES JUN 09 2016 REVIEWED FOR )mENT C®® OM.PLIA CE BY DATE X stm t. NAXKN LATTICE OVER"" 26' MAX 1 t4?-. LOAD 14AX v 0 -0 sv�tmmaw .. IR 416A 100 KULT1$PAN'UN1!TS REFER TO GENERAL NOTE 92. IL IL FREESTANDING STRUCTURE:` AMFR#IAX (261.3 066)112BM14- VPH" lii mar LTVTW -4"*, TV ATTACHE I D STRUCTURE. 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Fiaiv.4�m.ghh�M�?4� Y•i',R_. is' �•:j 'S`i mhm�ia.yw•4h'4h.= a ' -. + • .. n •T /.. �„ /]• /`.••• _ e•mJm m m m m O O D O mmmmmmm'e Ce OA90 mm Om'mAm O.000OOD - • �p "air n•ZOa d79`S=YYsa:7t3 - 3 r MaaaE.63Bor 'a,3 p .!Sd � � • •- < • ,'"�' ' < .00 [�� o.o'e e o tt CSt! a:'S Y a d:n d # n,n a$ a -#'Can 0 a'tl 6'8a':n d:Pf;=:- 2 d d4 . }4• N :f o'aaaa ssssad $'t, it ra-aaYti:2aa rasxan'ssn$:adae d s 8g §'s• �. Ip • F.-. •• en � _s•Nn #tlaaa Y'Yn22.rit.anaa�aaa add:#adp'.d.aoit. 2xY • 'd3G7 e . 3/8' XL.TS V/ V DIA: PA, A6TUA653OFM6M87EE18PAGKET 116 x 9/38'.THK. STL: WASHER �VnX?Q9CReYteRf7ttNPPiGTfA�D' TQ 9' 2)t FASM STEEL 'C' BEAM' SEE TABLE 7.4 COLUMN 'N' PERAAFtg; FGR 61lANT1TYa'tiWi€A�kals'Aitiutlhltidt 1^ 2 8tS' Flit #14 StLi ORILI'INGi DEtNL A• df.S P& NVAN19 IAM COVMW 678` SCREWSEC TABLE 7:4 BNAkt.REOLM6AtxM MIlk SCREWS SE 8X. VDAD oJ(3WEMNt1AftVW6 AL 0097.'CtILUMN FAB.1A' _ Yk YIOOD. FRANRdbB Ams R7R► DOttot�Ctt Fln-.WtC1t • ALiE13NA7E 3' SO POST CCTOR �p,< --'s' BRACKET (60.6316 ALUM) B� Korepp 2.W t.tY IF DETAIL L29 IS NOT USED ATTACH o4tB Atweato �-- — L SIDE .PLATES A PER DETAIL LE6 vwVi L1..: $/e' BOLTS SEE TABLE 7.3 COLUMN 'H' MIR AUANTITY � � ��r 0A4109,3' do #IA .SELF -DRILLING SCREWS STEEL POST Si E TA HLE 7.3 6MAM 'G' ' ALTERNATE SAVE ATMOH)AW t:�Y0Je11Cx/ Loa t .M OFTOS.`. 'awcoav+ow as ra e . ER u orc r tr. Ir 2r 3 . o put F4Y 1210 r, ' bw'17S axv tae 2" 29d 29V ,7810' 17'91- ae .28. :......Wv .2S4 264.. sew O 20 c o.ew 3'x8' 12 (1=0.105') OR 16 GAUGE (t=0;650') r.11 3W tgtioW40e cp 2x9 Me 294 264Y _22W 16+r us 2" 29'',V U8 a 2" ' 2" --N-ow w-110Exv c 4 gota4 16'a IT.J. i1t9' e• -T 2x9 gro 18.7 1p'-0- tV4 1" 2 .. ' 170exp a -,R- Lie tVC td4 *.o, 14!10' Of hub 1 4 10••0 4 f 1" '. ve r 170 Qxp •ate 1?d' 1" 1619' 17.5 rw.. 1/4' Lt40 S&6w 40-WZa WV gs• MIN 7.. tnhtrssllogxpC 2K0 16'-0' '1A+0' 11'4• r3` <-r • u* 1" 1#4 tb 4 4W VW ip exp axe e�q. e10' Y 3,_6•. . ae 7b trr ro ee cm FOR .WANTITY L19 t1EADEA SPUM Ou.'a t•, l 2.0, pxd c o.ew 3'x8' 12 (1=0.105') OR 16 GAUGE (t=0;650') o STEEL C j i oo?Iat1G+!re• D01(' WRAP . All 1a 7:79• FyR 50 1@SI n F t sent 1Jg1 �E aP.'n'"°'"`� PERMIT BUTTE COUNTY DEVELOPMENT SERVICES y . Rk REVIEWED FOR 11aD� -.O J °'`'"� �A.W,001eX;�lAllA1 CODE COMPLIANCE r �.�•m� � io ATE B 12 and 16 SA. 3'x8'' STEEL C BE6AM I . 4E'l(3'X8' ALUM WRAP 1/4' Lt40 S&6w 3 -6. -. I gs• MIN - ATV LATTII 'QGVFA At PCR:67 JUN 2:20 5 I Cpt%Apt . Seat rtgl pYt`hAr1�Y flgict4le i Pro tool int Y 3,_6•. . .L .- ......, PU R L21 B.9:MDt. v/� .. 1:00'rdn. B6DILL sn�a +� u .. y C 8 1 ' of 28911 US Hwy 74 3',_.4',. 5' 6' ASTM A500. er ,rnyswet,rol. aoverhn 7 >4 Bills R 10 R fl b N B P# O o Y O 1 b �' 8n4 GA .92M .OR G1iADE 'H STEEL POST SEE -GENERAL.. NOTE 119. FOR • Mnx �° . 0 t� 8&1' GP CORRUSIUN PROTECTION' SEE ALLOVARIX DIST E. TO FIRST pw� NTS' or Patt n nn o S. mrnerctdt w ruo urea ROW AMERRAM (2013 GM 1129/2014 OF POSTS OV T :7:7' Pepe $.of R7 Inee7'e $tamp .. LT02-2412 Y of 4 PERMIT# ' J� - ` .+ ; BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ... COD COMPLIA CE BY -- -- =z•�• — 2•� 4-0414SI _SMS . ... �. A'r- EAC+I SIDE i1fUR .#14 sas EACH SmE i4i. 140: MPH E1{P 0:042 z3 ii8 SEI: NOTE i F- MAtTACH"m A Ue Tt1 d°Pb' HEADER" 0024 s GALVAN11'EO 0 STAR ESS ;pep{ { ,�'kEEt. FIILTI KWIK �4T TE. CRI 'IE• .. + . 00 ANCMOit ACG ESR'1917)W @'.ENHED ' AND 1•i HASHER 1Y EQUIVALENT .r 31x8' HEADER CONNECTION + 9'X6` SIDEPLAT(t SEE: SEE NOTE .FOR DIMENSION NOTE: filk THICKNESS x a &E9' 1A AND. B RE9UIR¢MENTS - „ . Ip � I e D/8• SEE 3• e . .Poa� cEput�t; L26 :DETAIL- ALUM: FTfOT1Na' j 128 f ALUMiiWM .BRACKET .rw CONNECTING I fQl►R . 14 SMS PZIST TO ,F TING 9R 4' SLAB EACH S SPACED EYE T 063 WON 'ALU4 ALLOY) I + s„ ... SINGLE $PAN ATTACHIrD UNITS "ONLY t� �.�.;, - REpUIRES SIDEPI ATES_AS:8HUWN,IN_ ! a• DETAi<l LP6� S. R -F00 NG NOTES SEE .SHEET MISC5u W. OR. MISC5b. FTIR :SPECS ON ALUMINtJt+l'RAFfE�R", i40MENT CONNECTION a% gpyAR& caLUMN. ALTERNATE 1.8° (3004-H34 ALUM: ALLOY) 3'X3• TWO #.10.OR J14 SMS L3Q ATTACHMENT LATTICE HEADER RAFTER ~ MAXIrdlil4 f U[TiING FOR THIS aL24 2' x.Lty SOMATES A�a` _ DETAIL IS aK_26' � �<3004=K31'•AL LWALLOri- ox •1 i0 !MEET M9 MR SacoT� 1g7UNt ^6RACK1 f I oid. nA . o ft M STEEL POST 0.0464:513119' !!FADER • g�Q� q r 33.I�t K 1 rote 33/8' x 4' STEEL Auaa 0+adcee 6" 9p71p� 1T S`1A94• vtne OXY A', arr iv4r REBAR EMBEDDED AT 4 p Pty c1 ► 1!A"!�+pb �1p.8 gi•i•• ,d•i�B' BEPTK - DLT. �L9° I ,reinynaloorr•v s-�a•4 "�... Q p . a .L C tT•ta tr.r d < 33' B. n 91 A nR r 6• ado a r10A'oa M �ao.mp„ �v . �e �v�a d {p; !���L�yY d Eo11d � 8" MIN ! F�v1px wMei r tr.• 39 tri C t9 eo- . d < 9 B n 8A A A i NUT A4IDME0 TNS LdAD AREAS 8 SMS 'I er .B' IkaWr .iB d� 4! & .. jay bl►fT - 89 -OR CrtIRR t1N PROTECTION a•.■ e• waYe:-t.,,.� PFS \ � . \ ,. 9' -� .�"' B• x 6• algr'Pta� � TA61E 75 • 2° MIN lk14 Prat pp K►AIe I I. wAtih otD►0N0 aa►,,e iaetr«t a' >< e• .Knndef . pRAtlMf ALUM N 62 15 LZ9 � d � tams •-� ,�xtb. . 31x3" #lw I i( I 4158.6' 631DEPUITE �pQR=e5ii.a 'eAt$NdD. t .PUT FORW" 0. a' tae : mlefl-M` ?,892, us KWq 74 L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS ; X011 a #A,eq xoNe asoD0aT0 Rnmolerte,CA 92685 FOOTING SIZE IS CI 20 ewyE'UVV_ trENT ---- EAvE .ovsawwa MD. - MAXIMUM U•L•: NDALsu::edNi'LT TH AIL' Liz LOW � AL �Aortpn r e bu '}fie ►� or Pauo -Ac• �ommerd0� ?n ce 51tuCtwee • Pap 13.047 ... .. a Stomp _ ArAERIMAx (2813 CW)1M2 W`14 - r . \ 2] 3 S iN3Kd033A3Q ti M2 6i0-Nnr TWO 3/8' -�� STEEL BOLTS—\ CONTINUOUS WELD 6, SEE + TABLE FOR' SIZE Fxx= 60 ksi 0 - 1,00" �— ..ASTM A500 GRADE B 22 PE rr# BUTTE COUNTY DEVE O M�Nfi SERVICES REVIEWS®.FOR 00'; ASTM A36 STEEL PLATE CO q COMPLI. NCE 12 A`r l Co BY .. Y rt1 U Base Plate and Stub Post Specifications 0 1 I014. BUTTE A 1/2'0 GALVANIZED HILTI.KWIK COUNTY Ms BOLT TZ W/ 2" OF EM DMENT 9 JUN 0 2016 WELDED MOMENT RESISTING STEEL BASE PLATE UEVELOP.MENT ALTERNATIVE TO POST EMBEDMENT IN CONCRETE FOOTING- 02 1 SERVICES THE WELDED POST BRACKET MUST BE VERIFIED TO �o UER1MAX(2Q13C8Qj/Uj2014 WITH THE REQUIREMENTS IN DETAIL M5 OF THESE Q�° PUT S AND FABRICATED IN ACCORDANCE W/ SECTIONcase04.2.5.2 BY AN APPROVED FABRICATOR 'TO THE , ixp. merimax-..U-8RN"y74 TERIOR BOMBpRaTuCT6 ROmoland'CA92M SATISFACTION DF THE CDDE OFFICIALC! iBOND WAM .. OF �\F CPNIS Mleaaganaous Detalle Page .40.of 47 Eng nests Stamp MIso1 b-2012 Allowed on . Moment Max Constrained Plate Plate Stub Stub Minimum Capacity Footing Size Size Thickness Post Size Post Size Weld Size pbf•ft) d (In) A(in) t1(in) B (in) t2 on) (in) 624 21 8 0.375 2.5 0.188 0.125 1065 24 12 0.375 2.5 0.188 0.125 1706 27 11 0.5 2.5 0.188 0.125 2600 30 17 0.5 2.5 0.25 0.188 3365 32 14 0.625 f 2.5 0.375 0.25 Base Plate and Stub Post Specifications 0 1 I014. BUTTE A 1/2'0 GALVANIZED HILTI.KWIK COUNTY Ms BOLT TZ W/ 2" OF EM DMENT 9 JUN 0 2016 WELDED MOMENT RESISTING STEEL BASE PLATE UEVELOP.MENT ALTERNATIVE TO POST EMBEDMENT IN CONCRETE FOOTING- 02 1 SERVICES THE WELDED POST BRACKET MUST BE VERIFIED TO �o UER1MAX(2Q13C8Qj/Uj2014 WITH THE REQUIREMENTS IN DETAIL M5 OF THESE Q�° PUT S AND FABRICATED IN ACCORDANCE W/ SECTIONcase04.2.5.2 BY AN APPROVED FABRICATOR 'TO THE , ixp. merimax-..U-8RN"y74 TERIOR BOMBpRaTuCT6 ROmoland'CA92M SATISFACTION DF THE CDDE OFFICIALC! iBOND WAM .. OF �\F CPNIS Mleaaganaous Detalle Page .40.of 47 Eng nests Stamp MIso1 b-2012