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HomeMy WebLinkAbout041-360-090COUNTY OF BUTTE -,Department of Public Works 7 County Center Drive, Oroville, CA. 95965 Phone: 916-534-4541 ' OWNER -BUILDER VERIFICATION 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 in the envelope provided at your. earliest opportunity to avoid unnecessary delay in processing and issuing your build- ing permit. No building 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 or no) -. 2. I (have/have not) JIe,d 2- signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed . construction: Name 6 W 1 7 Address City Phone Contractors 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 Contractors 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: , Property Owner La62:i5� Social Securit m er , Date o NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we area permitted to issue the permit. N� i • r COUNTY OF BUTTE - Department of Public Works 7 County Center Drfve, Oroville, CA. 95965 Phone: 916-534-4541 IOWNER-BUILDER VERIF ICAT ION 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 in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your build- ing'permit. No building 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 or no) ►/��--�- 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4.' I plan to provide portions of this work,.but I have hired the following person to coordinate, supervise, a d provide the major work: Name .. Address City` Phone Contractors 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 : Property Owner Social Securit umber ?- Date$Z— NOTE: This Owner -Builder Verification is sent to you as required by Sections 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, Ojrodille, CA. 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION 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 in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your build- ing permit. No building permit will be issued until this verification is received, 1. 2. 3. 4. I personally plan to•provide the major labor and materials for construction of the proposed property improvement (yes or no) . I (have/have not) ��- signed an application for a building permit for the proposed work. k I have contracted construction: Name Address Phone h the following person (firm) to provide the proposed Contractors License No. C ity. 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 Contractors License'No. 5. I will provi some of the work but I have contracted (hired) the following persons -,to orovide the work indicated: Name x Address Phone Type of Work i Signed: Property Owner 04� \ Social Security number Date _S-_ A - - NOTE: This Owner -Builder -Verification is sent to you as required by Sections 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. This $et QfSMS and ' Ppecrficafions ML1S't be ) ,. -_ - - _ kept on the job at all"times and if is un6vful to .make any changes or alterations on same without wrilften permission from the Department of Pub• lic Works, County of Bj�tte� NOTE --Ail Materials & Workmanship Shall Be in Accnrcla:c�e with 'n'=91 -Med o Good Practices and _ S of a c•a�.'-. pr. scr- od for the Specified/use in the � c Ur foron "ui'dirI Phabing & Mechanical Codes an ®� - National Electrical Vie. k F C)AJL A / rr A setback of 5 ft. from the �, _._._► `� , ; property lines and a setback % - __ . of 50ft from the road ✓ - a ; centerline shall be clear of ('� structures or equipment except ( f � © c, S e _ r°7oq c ; e � z ? 500,41 Pr 114 1 , i I . ; li ! l j �;. I t 1 BUST COU N , 1 BUILDINGDEPARTMENT L Q D A P ,> �I �II _ l i I� � E i t t1,v-uf t /if i / cl. (� i I, I, r i } � iV I . o p, . T, Utility connections I be - 4`.• -.... — — shat within oto - ._ -- - - --�.. • 4 — _ - f t. of -- t ,.he rrro{�feh�o; either -•. � .� � � � directly behind or within the rear i half of the roadside (left) of theynobilehorn; e. . J� Tl � - �a�-.._._._ �_... __—� ____._ _ - - _------ �{ I j1 fir"':. , . ........� �..1 • C./ Cr Y der q ff Q tA S e , ... r^C I A permit `will be requirea for tom. installation sof 'the °mobilehd"r 40.p ° l / , 3 ~ � s r / ' Y 6-00 r /c dr # 4 1f f .j } ^•'ter L I I A setback of 5 ft. frorh the; I property lines and a setbaC t 1 of 50ft. from the road I centerline 'shall be clear of j structures of e4i iproeht except I I flar a 2 -ft, t l / J11 , ' 'F.._..._....�„ -_ --- �—� - — l—..�.�—__"�— , • , , ` : - ._.T _._.. .._..�__....—..rte .�..-.�_..— '.,--�._..—_. --. _ 4 , , +,xe.,,«r.r-..ars....-+^•'.... .. ^+,.w ... - .. � •r� I N4:—All Materials & Workmanship Shall go In, y I set of plans and specifications MUST bas Accordance with I:ecopniad Good Practices and 1 This aon the job at all times and it is unlawful to of 'a quality prescriber_! for the Specified use in the 1 keptan es or niterr.? iAns on same with ut (Ci� UrOorm Building, Plumbing & Mochaniccal Codes and ev make any ch the Natoalal Electrical Cade. Written permission from the Department Pu lic Works, County of Butte. / _�. A litir .01 61. PLUM. ATE. 14 DECORATIVE PLATE. PAINTED '- c c / - CHEROKEEEOZ./SQ. FT. HAS A t „ COATING. LASTAMATIC ROOF • TMP.; • 13.00^ :. 18.00^ 95^ W110.///SQ.MFT.AY BOFSMINNPRI KLED - TYP: AWNING RAIL __- - r6.00 _ MINING. CO. STONE GRANULES. 0.95" 6.06" i $10. XY" -NODD SCRENS @ .82'• -1 O" 1.Ow .O"� #B$M6 @ 12"0.Q „ R..125- A.. R=.129" JI 187 a 0.=.15• � aJ R=.22". "R=.725" 1 OO 4 5 13" OR 9"-O.0 .I15 R=.2" R-187 R 15" O 6}. r - - Re.125^. !_ n _ I R=.1^ in o I n F 0F' .^ R .125 R•1` ift0 SMS 8) m ,� o- o STRUCTURAL '3 .2'•R O R_•8�. v N R .15' .55 .]d . R=.2^ R^ 25'r. m ':FOR PANEL l^I O r c ry s R..2"� 9 YP. 'o r- r BEE: SCH-c RULE N TYP. .SF,F'P .,. ') Oaa=0.083" TYP. R.. t�5.. SEDC 0.0,8" A M. 30�O3-Ht4 R TVp• 1.0' '• 1.01• T8]' I t^O 08 70 BM8 '28 . 6J<F DECORATI PLA'QE. PAINTED Y P. YP, 6Y" OR"0 O C ' a Y W/2D2./ IT, HASA STANDARD STRUCTURAL. PANEL (J �/ n' - CHEROK€E ELASTANATIC ROOF H I- -SIX STRUCTURAL PA 1 y E L-. THRCUGHMBOTH ° v .2D. 18°STRUCTURAL PANEL + YP COATING MAY BE SPRINKLED (P.LUf.�iNUM 3006 H 391) . r!/20Z / Q. FT. OF MINN ENDS.QS AWNING - r MINING 0. ,TONE GRANULES: (ALUMINUM 3006-H391) .(ALUMINON 3006-H 391) RATLAND. HANOE t.60 'STRUCTURAL .PANEL HANGER 13 STRUCTURAL PANEL STROCTWR #10 SMB ®aeY„ (ALUM. 6063-16, OR 91-01C. ! G'6 -H 391) #85MS 9 13^ OR 18^ O.C. 1.5 3 '114 SMS -OR Y." DOLT^ FOR STABILIZER CLIP EACH SIDE SPLICE AT SPLICE SEE NOTE 13 O ,�J I F:_T Yt0 1S-:•8" 13' -OR R^. C .. ,. CE¢_ Tri TIGHT FST GID SNS 0 6"r P9" OR 9" O.C. '.c O• .-10x1" NOD. SCREWS A 8"O. , STABILIZER CLIP -I -.HEADER - '.00" 1' WJ DE. - ROLL FOWLED `2" SPLICE FITS a 16" 'FADER T O 0 N ti .� O INSIDE OF HEADER0,.082" m .ALUM. 8061-T6. T. .d,0 sms O 6; ? I - t=O'0 ^' rn c- TYP. #10 SMS 08". _ ITVP. R p OR 9'r O.C. ry TI3HT FIT O.OB' ..'� _ 0.033"t ROLL FORMED r - - HEADER SPLICE. .TIGHT FIT ITYP. Ty P�4 - +- BTROCTUAAL PANEL "^ r INS BE OF HEADER. 9" "•13` OR le" WIDE 37 �--1 EACH SIDE OF SPLICE - � -4-'/." BOLTS ' ALUM. 3004-H36 a OR #t4 BMS' STRUCTURAL PANEL bi r JT WIDE 181. b1I DE M L -r-. mil w -0.03 6 ROLL FORMED HANGER TIGHT TIT y1' YP. -__- ,HranEld SPLICE. T ;14 SMS (ALUM 3004 - H 36) m a m r m 195 3MSO 6", 1.0'" OR %" BOLTS #Io sms O 6"r6y" OR 9"O.C. t p' I?6Y" OR F.ACH BIDE OF - - ALTERNATE CANTILEVER 9^ O OI O.. O I„q L-_O.C_- .a_Apt___ t tt/16^I P ^ALICE. ADER "E" BEAM R ( ALUM. 6061-T81 SLIJfTEO'FTL'ES. p62" •002"" ROLL FORMED FI A CER Au PARTS TYP.. ]! H -- ZINC PLATED I SPLICEBOLT LOCATION SPLICE _ PLA9 7 712" 9:06 "AlPLICT NOTE A i h IL b d m Mob eho tl d/ar 314^' 7 1/2 3/SJ EXTRUDED-HEADERr _ -- O O O endwall g A gs sM1 II b connected to .� wood ember a 1M1e M h ' well. 2-S/i8F HOLES., SPLICE DETAILS n BOH EXTRUDED HEADER 11A11 BOLTS EACH 210' 17m - - -- TOP OF MOBILEHOME n' Y u]". 1:66" �' 67" !o i•.� SIDE ,8 ELEVATION 'SECTION ADDITION(ALUPeT)NUM 6D69 -T6) O O O 28° M.bikhALxtdSMSXtllVE.1COVER PANEL 3.00' T Mob eM1ome wall nods HR LL ANGEgORMED T^ - GLUM $Hb BOTTOM FLANGE ° 1 l CORNERBEAM LL FORMED HE DER „8,,.. 'B" �. "5 1SEE SCHEDUL Y^BOLT: HEADER SEARING SPLICE BOLT LOCATION X6049 -TB ALUM FOR^A'�PRO SEAT (ALUMINUM 300 H391) ,3/4"X12" MAX. PRESSE NT EDGE.-DLES,24" O.C.. WOOQ OR WOOD PAINTED.,'WIDE F COACH �SIOTTED HOLEB DECORATIVMUM E FACIA. MAY 1 0„. NOTEi. PLACE CbLUMN BE UBED NITH ANY HEADER, ..k8St.1S p 24' O.C., 2.0,. ,>0' 2'DfJ^• '2' ROOF Ir r--' -i _STABILIZER CLIP FOR HEADER "A" H FROJar OR REAR UNDER CORN5R BEAM HEADER- - HANGER ATTACHMENT FOR RaoF ovERH DCTAIL D STRUCTURAL PANEL I FRONT. OVERHANG Awn ng Tal anal° hang hell %-•1 .3]'.'. FOR STD. PAM not be IN -d w h SMS to O ,]5"..FOR HISIX PAn.'� hang -n chs space L. 7SA_(.1S") RATIVE FACIA P' ���ii OBZ COLUMN SHALL EXISTING MOBILE HOME - m STABILIZER CUSPS TYP _.._-. HEADER"C^ , .�' DOLTS Y^ ANCHOR DOLTS 'i,y .3" COLUMN r" 'EA^,E R OR 3/e"- PHILLIPS - BE :PLACED AT o' a UI NUt T6 ). BEGINNIYG OF DETAIL. "S" v 0.062" ,20 3118" EKED: CORNER 3" ALT; COLUMN TYP. ?'O I1- RED HEAD SELF MIT EE.SCHEDUL '- i" o ' �.. OR EQUAL;-: „S 1BhArt <PON`f.. 11 /t8" ROD CLIP FOR HISIX „'90LTOR 4-i`BSMF _w I OR "A•' PROJ .751' PANEL - TOP CONN.. ? EACH 5IOTT TYP �'• N m F i CHANNEL TOP AND BOTTOM �.iROUNDI IMS' Y EXISTING MOPCLE TVP. T CLIP FOR d" ,F C.ONNECTIONB. a y2 HOME L'1 .STD.-.PANFL .]5 ,'Fa" $0. O. o3 ". ' Nm SIDE FACIA MSN ilk 9M6". ` ALU1-0,. 3003- LMITER BEAhfI wo / HEADER A�) }lib COLUn1M1 mw DETAIL ^C' STABILIZER CLIPS( TVP I Tt18ES G1i0Ur1DLINE{ 80_ "'DIST•1 JJE�X-9GA.f.4S••) 3'1 ALT. AI IJM, COL. 3,"ALT COL TO CONCRETE CONNECTION 4"DIA. __-.. : (ALUM. 6061-T6) 1.5": 3-.0".OR- - n - 'ALL.PART5.ZING. COLUM1IN SHALL BE eIt PjDECORATIVE SCROLL - I MAY BE 3OR 6'• - PLATED pETAIL "A"PLACED kT BEGINNING STRUCTIJRAL -"'- - - 1 SOLI❑ DECORATIVE OCOATINGRNATEEPDXV A8 CO DISTSB 772ND TNCOF R1ITERED CORNER , 2 -'/.^ITL. BOLTS FILLPANELS 3/, 5" 180rYSjITERED CORNER NOTE: -USE MITER. W/SAFETY'STAKE SI0.,.PLAN FORMiCORNER BEAM ms BEAM FOR OR 2-Y+"BOLT SHEAR 'w¢ CORNER DEAM11 PHILLIPS RED HEAD ZE qO4:' i#g40eTEEL•4'�"iT1RBI'T8.64KSI) 2'.' x2'/1' z3/1(t"zt'-fie, - :. SELF DRILLING PENT R - 0.28". rR=.t4"' r, NOTE: ABESCO ANCkMLB NAY B'E USED IN i)'IE' iOLLONINB' NO O ANCHORS. <'.YP. TYP... - TYP. SOI{7YIESk', 9ANDM SRAYEt. SRAVEt• SAt10;, BL1.tY HEADED.' DETATL "D'• .o --� 3/,0 =0:025" OR,. iS SAND• CLAYEY HAND• SIIrTY ORl,% CLAYEY SRI111EL1 6 I I FL 9"z16"xY^ _�. _�. _=0.04" fM. CLAY. SANDY CUY: SILT' CurAxO CLAYEY GILT• PLAN: FOR CORNER BEAM `� I '1 NOTE: ALTERNATE EPDXY COATING TO GALVANIZING: - .___., BOTTOM con!N zY^xzX"x t`�-�� y6 NOTE:' COLUMNS Ic pROVIOE A STATE APPROVED ELECTRO -STATIC I, CHANNEL j '{'�/ �`T MAY BE TRIMMED 'r SAFETY SJ A 1'!/FLEX-AL 1M FACING APPLIEQ EPO%Y POWDER COATING OF 5 MILL MOOSLEIIO:.:C - - �- ALTERNATE ANCHORSr _ THICKNESS. APPLY PER SPECIFICATION NO. T r o 0 / 2 -Y"'301 -TS OR 2-r14Si.15 m X2^ IT ZANIAC 123,18+ __ ( ALL PARTS HOT -DIP ) .FOR "C'• HEADER O OB" _ NAILIN ANCHORS. {GALVANIZED OR ELECTR ATED) - 2 BOLTS 2 COLUMN CONNEGTIGNS °OaTZry�RNATE EPO ALTERNATE COLUMN cmri 0.062". I ,.5Fi2Y C n 1 i.A .CER COLUMNS AI`'�1 COLUMN DETAILS -(ALUMINUM 3003-H16) r :BEARING 3" ALUM. ALT. I rgxo snrzrt cone soul; vurtt COLUMN. ATTACH [ j- '- `- ------1 HEADER 1 a -I r-, SEAT W/2 -Ys" BOLTS �_�. T OL^ • ", ml CHANNEL LL CONNECTOR OR .BOTTOM FLANGE HEADER r AP OVER SPLICE'- . I TO BOTTOM' OF O TC: Jl. .p„ ,ro +..+ -I_ L-4 - '41TER F.cA'J ANSI I BOLTS. S (ALUM. 6063 -Tb) - 1'/• xHES, nacK sTL. WASHES, I HEADER BEAM / "�' - - .- 1 IIAHOC^ R=.125" NS'1' ,.25" .5'• NOTE: PLACE. COLUMN AS BHO"JN / 3.00" I •'!" BOLT OR 4-8" S' ; AT CE OF M14 ASR CEA',, :ITEN BEAM TYPICAL � r ? EACH SIDE m. --.}� pr o�n or mons an°s*nuoavos 2' SwJRiI/ti2rypm° JA r •a BOTTOhf FLANGE _ t- -� Y we DETAIL `A MITER BEAM COLUMN CLEYIB 's 9m ,V0 �: '•LUEI 3003-H,6 /." BOLT V ,r W SPA NO. N 1981 .DETAIL _ .r 4'�^ I PER COLUMN �_ m :�- 7 JAN 16 1983 (ALUM. 6061-T6) rueE t=0.040" 6094^ T Thia PI.. App al ExpiRw . I ,.. I TVP ,.A" HEAD 'R 'A" H 2-Y" BOLTS ,EXISTING: 'LOBI LE #6 SMS @ 6", IV OR 9" D.C.: I I I COLUMN TUBE•. 2.80" !-/� ` OLIE STRUCTURAL PANEL I N T=.026 �j ALTERNATE UOLJM^{ ,rp,r HEADER SP. N MITER BEAM I I 3° •, . GENE0.AL NOTES: NTL. 1.612 2.00 1.612 /j TTPICA� TOP AND BOTTOM UAL ABIGN PER ALUMTNUht CONSTRUCTIO' 2_'/,"MOLTS:: .3B8 •�8 :T -R NATE CO LIJ PV II� CONNECTION - •. MANUAL OF ALOMINt1M ASSOGIATIDOR N.,BTt EDITION - BOTTOM TLANGE ALTER 2. SOIL MAY PE ANY NATURALALLOWABOLELSOIL` BtAR-1 OR #14 SPAS 6.00" TO COMPACT FILL,, 2.;. +' FOR "C'• 3" ALT. ALL'hI. HANGER 0 R=0.25 INC PRESSURE =500 LB/: SQ. FOOT.. HEABE. COL. ATTACH CORNER BEAT' TO BOTTOM OF #8 SMS @ 6 13" OR 9" O.C. TWIN RIB COLUMN La TVP' 3. STEPL_ BOLTES TO HAVE A FV=38KSI. A9TMA-CE •' " CER DETAIL - C. HEA CORNER BEAM STEEL BOLTS TO BE ASTM :-307 idI LnR. T RAL PANEL TO MITER (30G3.H 16 ALUMINUMI FOR' 8"HISIX 0]" FCC�S"-RIr2X' t=0.025' q, CONCRETE STRENGTH ®28 DAYS .2000. LPi SI c:iz-X" colts, STflUC U . BEAM ATTACHMENT MAXIMUM HEIGHT=12'• - NOT EXCEED T4G:.1_. _ GTO:....-HEADER SPLICE .ATL. ANEL 0:85"'' % _ �„ .0.80" OF 13" "FNEL °' SQ. IN.MI%• ,:2K•3Ya RO 1 /r ,`. FOR 13' I - .� WATER PER SACK. CEMENTI ATTACH TO REAPER. Io - 5. FpSTENEPS TO BE STAINLESS, CAD. PLATED. DETAIL"C" m �... '% c _ OR GALVANIZED -ALUM: BOLTS TO DE 2024-74, •-•- T MITER CORNER SPLICE m % T I FT p m r�� 6. DESIGN LOADS; LIVELOAD -10 LS/SO. FT.. f �. ~ 3 WIND • FT.. p r -10 OTE: MINIMUM CEN6TN WHEN ENCLOSED SHALL BE STRUCTURAL PANEL 0.30" I I 5.50 T RNATC COLUMN N:2XPROfEJ. AREA 2 . X PROJECTION. SPECIAL INSTRUCTIONS �- IIII^� 3" AL E WHEN UNENCLOSED S ON DROSS ARQA {ENCLOSED) '4 USED• - H OF - - - - - - - - - - - - - - ELADER �; NOTE: USE MINIMUM OF 1 SKYLIGHT' PANEL _ - WHEN 81iYLIBHT PANELS ARE O h1AXIhIUM LEIJGTH NOT TO EXCEED LENGT _ - - - -- - ^ �R. AtFi1R tKY'All PANELS/SKYLIGHT LEN T - - --'-- " PER NISI% PANELS OR MINIMUM OF K��� �%��w ( yALIHi/11NUM 3003 -HIS) 7. STRUCTURE MAY BE ENCLOSED A: :FI PIt ECTTON. - PAOBILE HOidE: FOR MINIMUM LENGTH 4'lHEN 1 SKYLIGHT PANELPER 13" PANEL. VVV v 1V\ STATE CF CALIFORNIA APPROVED B: FOR SKYLIGHTPANEL/79"STRUCTURAL ENCLOSED SEE NOTE BELOW. SKYLIGHT PANEL AWNING ENCLOSURE., } LENGTH WIZEN UNENCLOSED - FOR rAAY.I IIUM PANEL LENGTH>3.8% PROJECTION. (POLYVINYL CHL#U E q� � i 8. EACH INSTALLATION SHALL HAVE AN IDENTV C -FOR 7 SKYLIGHT PANEL/2-73" STRUCTURAL SHALL NOT BE LESS TtLA(J_ OVE ANG SEF. -. PROJ EOTION: TYPI(:AL ALL STR,JCTIIRES '. I SCI-IEOULE RU�L���:"7. „• TAG SHOWING MODEL NU,ABEVE SPA NUMBER! PANELS LENGTH"3.6 X PROJECTION.. I I %/% DI-PARTMEN7 IdFG, NAME AND 'DEBIGY,( LIVE LOAD. - T HANGER--- i 4 TU'�E ��,11Y��000 9" EACH AWNING ON EACH FACE OFPMOGILE / ' FOR COL. COLLMtJS - HOME SHALL HAVE A SEPERATE PCONTA T / SPACING I OR ALT. �1 NOTE: NOT f0 Ff USE^ ./? 10.ALUMINIUM SURFACES Tb DEIN CONTACT .. / ,; STRUCTURAL PANFL ////'/_ 'SEE SCG- I'3"SINGLE 1 tJITi I't'Er' WITH STEELSHALL HAVE ONE COAT OF ZINC 2 •O / �� SI` a 'EOULE. IIUBBE CS,L.I I CO'thlF S AN i. 4%4 WOOD CHROMATE PAINT PER FED. SPEC, TFP-bas, P r® // OR EQUAL. SOA ,/.. i II COLUMN- A ■ i R O E,f it.ST£EL PLATES SHALL, BE (1ALVANIZEO OR 77" L� .PAINTED WITH A VINYL PCJANT. TTA H -D 2:AWNING ENCLOSVRE5 SHALL NOT. BE,A C C :TO COLUMNS. " 3.OMIT STASILIZER CLIP AT NA" HEADER SPLICE MINIMUM DISTANCE BETWEEN SPLICES 45'-D'• FOR "A-- HEADERS. OTHER THA THIS REQUI[IEMENT,. HEADERS MAY BE SPLICED AT'ANY POINT. 74.sKYLIGITT PANEL MATERIAL'STIACY4E i.T= E{EDlBX )OM•IJFACTURER. B.F'•.000DRYCH.GL`ON 8700AY I 6. AWNINGS USING SKiLIQHT PANELS SHALL' BE. NO CLOSER TO LOT ILINE THAN V. 16."000 COLUMNS SHALL. BE REDW000 N0:2 GRADE .OR PRESSURE TREATED DOUGLAS FIR NO.2 GRADE.' AQMIRAL AWNINGS INC. 1.1400 N. DALY STREET ANAHEIM, CALIFORNIA 92806 -11E A2/7 STANDARD MOBILE HOME ACCESSORY STRUCTURE // 11 CONCRETE. FOOTI NG.OR SAFETY HEADERS A B AND G STAKE '+ ALL COLUMNS TO BE VERTICAL. +'USE COLVMN, SPACING FOR 70' RROJEGTIpON / TYPYL`AL.AtL STRUCTURES• SIDE ELEVATION _USE COLUMN SPACING POR:12' PROJECTION D•25O CAN" A „E.' : YAAUSE WITH MEAGER TYPE "A" ONLY. Y HT NE 6. "" AA -173-4 r l;,a - '� HEADER r, � w FrvQ .NOTE: "-1INZMUM1I LENGTH I/HEN ENCLOSED I r r 2..4XPROJECTION ^w - O i TYPICAL ALL - < STRUCTURES ' mz�LL -' PROVIDE 1 DRAINSPOUT PROVIDE PER EACH 200 $0. FT.1A% 'OF AWNING :.-_--.-- FRONT ELEVATION FRONT CANTI E S"D' & 'E" ",TRUCTURAL PANFL MAX. PRQ JECTTON= 12'-0'- HATJGER' +IN, SLOPE= 3/S" ER � #14X1 3/4"SCREW r 2"%2"XO'-NNEL BRA. ET'. 'ry STEEL CHANNEL BRACKET. : TYPICAL TOP AND BOTTOM. - - - H HEADER W/2-''/," ATTACH TO E BOLTS. SEE "3" ALT.. COLUMN TO CONCRETE �2-#14X13/4" CONNECTION" DETAIL FOR SCREWS ATTACHMENTAI BOTTOM OF HEA ER COLUMN. -! 4X4,'.'' WOOD COLUMN i CONNECTION DETAIL •. OVER iAv� 1 FOR MAXIMUM FOR COLUMN SPACING) 1' gVERHANG SEE SEE SCHEOU E , SCHEDULE L 2 TUBE COLUMNS OR ALT TUBE COLUMN' UNITIZED COLUMN OR 4X4 WOOD COLUMNS. FRONT VIEW FOR FACIA NOTE: COLUMNS MAY BE ATTACHED DIRECTLY TO A 3Y'• MIN. THICKNESS A°ND APPMV50 BYNGOOD CON TION THHEE FNFORCEMENi AGENCYOR TO A 20"x20"X20" r rn >c COLUMNS S 2:AWNING ENCLOSVRE5 SHALL NOT. BE,A C C :TO COLUMNS. " 3.OMIT STASILIZER CLIP AT NA" HEADER SPLICE MINIMUM DISTANCE BETWEEN SPLICES 45'-D'• FOR "A-- HEADERS. OTHER THA THIS REQUI[IEMENT,. HEADERS MAY BE SPLICED AT'ANY POINT. 74.sKYLIGITT PANEL MATERIAL'STIACY4E i.T= E{EDlBX )OM•IJFACTURER. B.F'•.000DRYCH.GL`ON 8700AY I 6. AWNINGS USING SKiLIQHT PANELS SHALL' BE. NO CLOSER TO LOT ILINE THAN V. 16."000 COLUMNS SHALL. BE REDW000 N0:2 GRADE .OR PRESSURE TREATED DOUGLAS FIR NO.2 GRADE.' AQMIRAL AWNINGS INC. 1.1400 N. DALY STREET ANAHEIM, CALIFORNIA 92806 -11E A2/7 STANDARD MOBILE HOME ACCESSORY STRUCTURE // 11 CONCRETE. FOOTI NG.OR SAFETY HEADERS A B AND G STAKE '+ ALL COLUMNS TO BE VERTICAL. +'USE COLVMN, SPACING FOR 70' RROJEGTIpON / TYPYL`AL.AtL STRUCTURES• SIDE ELEVATION _USE COLUMN SPACING POR:12' PROJECTION D•25O CAN" A „E.' : YAAUSE WITH MEAGER TYPE "A" ONLY. Y HT NE 6. "" AA -173-4 r l;,a