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0010-183 (PAT)LICENSED CONTRACTOR DECLARATION PERMIT# pen plty of perjury that I am licensed under provisions of BUILDING PERMIT � ofD�o�n3of�e8uun�mand DATE VALUATION LOT TRACT `'P��ab,na�Codo.irm under�nd-my Uoonoo�inf�|��oand e*oo� License # . uc.clas / Exp. Date JOB SITE NADDRESS .1AP' ' . , C6,'D1r.V Date Signature of o*wsn CONTRACTOR /DESIGNER /swbwcsn���� _ Uvvmit-n-tSw/LuMnuMIL.L'wn*/���.' ' � . ' � | hereby affirm under penalty of perjury that |amexempt �m�aCommom� L�onooLaw ���ehd��ngmauun: ��^ : ' ( ) |.axowner ofthe property, mmyemployees with wages as their sole oomponsation, will dothe work, and the structure ionot imnndodoroff oredtur (714)9794493 QBW 4240 sale (Gev.ro44.Business uPmfeooiono|oCmue). . ' _ ` .USEOFPERMIT ( ) |, as owner -of the property, am exclusively contracting with licensed contractors to o6notruot,ma-project (Sec. 704*. Business & Professionals cvuo). U |amexymnunder Section ___�_.suPo`for this reason 4618S,R ."PROV20 . Date Signature of Owner ' - . WITH ! SETBACK.REQUIREMP TS ORKER'S COMPENSATION DECLARATION 7 I hereby. aff irm under penalty of. perjury one of the following ded�irations: 1, have and will maintain a certificate of consent to, self -insure for -Work ' ers' compensation, as provided for by Section 3700 of the, Labor Code 'for the performance of the work f6r, which this permit is issued.* I have and will' maintain workers' compensation '--__e;as required by - Section 3700 of the Labor Code, for the performance of,the work for which this permit is issued. My workers' compensation insurance carrier & policy no. -are: Carrier � _Policy No' ` PORCHADATIO 46109 91f ` — (This section ne ed not becompleted. if the permit Val uation is for $100.00 or I ess). mRwry2F. I certify that in,the performance of the work for wfiich this permit is issued, KA)4 CHECK RIE 08150 I shall not employ any person,in.any manner'so as to become subject to the CONSTRUCTION RiZE 101-1000-4118-000 $90.00 workers' compensation laws of California, -and ag�ee that if I.should becorrie STRONO MOTIOMPTIE -RMD 101-000441-000 subject to the workers' compensation provisions' 6f Section 3700,of the Labor Datep Warning: Failure to,secore Workers' Con)p6nSation o eirage is unlawful and shall subject, an 6mploy6i� to criminal penalties and ci il fines up. to $100-,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code; -interest and 6ttomey's fees. IMPORTANT Application is hereby made to the Director of Building and Safety' for a permit subject -to the conditions and restrictions set forth on his .Af 1. Each person upori whose beh lf'this ap lication is made eacti'personAt whose request and for whose benefit work is performed under or pursUant,to, Cd M.;RU61TION AND PTAN 01-MC7, any permit issued as oresult mthis oppicomnagrees to, aunal/.indemnify J113S PRE-J0ID'"MO u hold harmless the City of, La Ovima, no omoom, agents and omp|uyaou. � o: A6vpermit issued vvaresult o/this application nunanuvumx becomes m�D��V�� DUE NOW work is not commenced, within m !n 1on uoxu ,m uouo o, issuance o/ such ` � " � permit, o,cessation ovwork ,1au�ay�wmou�oo�pe,mumuan��||onon: ` U�l�K'lh � 2000 | certify that |'»axo �oumioappnomion onuo��that mo above information iv' ' - | comply all Cityand Statelawsrelatingmma building^�� 0 � ���'|�N������»u�" construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes.CEIPT � DATE BY Nte_' DATE F1 NALED 4. INSPECTOR (56224.40 INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O. K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final ZIeD BLOCKWALL APPROVALS Final POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) _ ATTACHED. LATTICE PATIO COVERS - (WIND SPEED 70 B 9OMPH1 TABLE A pp: MAXIMUM' POST SPACING B. -FOOTING SIZE WIND• ID IS PSF UPLIFT•ID/ IS PSF BEAM/HEAPER PROJECTION RAPIER J• x B• x .042' BEAM/ HEADER 3• x B' x.042'+ CHANNEL Od 1 BEAM/HEADER INCLUDES t Mno•R1M t.IIAABEA ff POSTS POST OSCREW IDN SIZE POST FOOTING MWMLIA NUI. BER Cf POSTS P09T' Y. POST M{ NO OF 9CAEIK ..u�ST.w aislaru - �. 24'MA%IMUM 24 OC. SPACING SIZE F'a6T TYPE TYPE SPACING SIZE TIFF r+OVERHANG w 3w rcmc M MRI 1 2 3 4 1 2 3 4 waw wac MPH 1 2 3- 1 2! q 70 NPN 90 MP.H ' (/ \ ���4"•+� 10.0• 2'.64.024' 13• 1)'•S' 19 21 L 2 - 4 2 21 F - - 10'•D' SO'11 24 7H 2 [ _ _ 0 k 1 I F.6302-4 12 • K1' 1 F 0- 19 :'.1 212 - - 4 3 3 2 10.1' 29'-9' S L 2 - I 111 Y ��•g�f I1 =0'.c• 29'•O' 25 29 2 2- 4 J 2 Iq ,,.� •- 12:0• 7.6 12'•6 19 22 2 4 J 3 2 _ 4 } } 2 _ s aP� - 15 ( 13•.0 7.6}..024 12'•1 12'- 1' 19 22 . 2 2 - 4 3 3 2 8'•t0' L8'•1•. 25 P3O 2 ? S S �4 -\ Iq. 2ti6S•.02cJ1'-9• 11.9' ZU 22 S 2 = - S 3 3 2 '4'2T•Y 2G 3 2 - 3 c„ B°o•rA. \ Ig, Y■GY•D32' 11'•4' 11'•4 2U J 2 5 3 3 2 7 -IC' 2G'•B' 2G3 2- i! S ay ![r I POST nuGr, '\ w ._d ZA6 •.D3Y 11'•0' I I'• 1' 20 23 3 2 - - l } 2 7 5' 2S•Id 26 2 ,TCE� 2 ro�510-ro20 23 3 2 - - S 3 3 2 7.O. 2S'•)' 24• 3 L' 5 3 3 2 u[a/o IB -d A •0310'•6' 20 2i 3 2 - G' 4 4 2 G'�8' 24'-T 27•J - 6 4 4 2 4 a2ti'9`5' 10a 20 2J 3 2 - 6 a 4 J G'S2a'-T 27J 2 GrAs[[.ut[AroZ•6k 910t033 2 - 6 4 4 S 6-I2S•T 27J 2 - G 4 • S 8.' u • •�' uLTAAntPENAY I11r1[•OIrOtATTa.E 'j 20 - A. B IOa S. PATIO LOMB SEE TAA{ A ATO I•.••.. •-� � ' rW rY•!ia O pa,a. - . POST SC[ \\ t r,•I .,[pOr ;�� /•;. - 8.0 7.6h•O74. 0' 6' 010; IT -19 2 - 3 ,2 - G_ -f 22'•T 21 :4 1 - - 3 f :rGS">• 9'H IO' Y I: 19 2 2 - 3 G'. 2lo S' 21 24. c• - 3 ^ ` 9.p _ _ __ - '�' - ``•cam xAt��AaLt ro•d _- C• '�Oih3 '-II' 10'..0' 17 10 2 2 4 ? 5`8' pro' 22 .^ai 2 L 4 2 • Nme - 1' + 2•65AD34 8`4' 9'•B' 17 .20 2 2 4 3 3 2 5.3' 20'•1' 22 2S 2 2- 4 •o cwcaa.,,,ar z•.i• ..I �'� .' aim. - r N 11= _ - 4 31312 o POSTS Sw.0 s + j^u .. �y� sP!�' 1. Eta, ••,, •••• •••" •• ••, aur ....r.. a 12•d 2'•6h•.072 T• 9' 9'- a• 17 20 2 2 4 } 3 2 4'•11 22 2 S 2 2 PEerITY[a POST ; - 2 6Y•D)T 7'• 1'-0' 17 20 2 2 - - 4 J 3 2 I -B' Ig•9 22 25• 2 2 - 4 3 3 2 wu:STS eAaA .117.11 -Eft orur+s' °yi*t� - - a I •9' -IB 20. 312 -- 5 3 3 2 4'-4' 18'•3 23 2 3 2 5 3 3 2 - S_. a •• raor ., _ * -+ A. ' - . 14- 2'f.`eaD}Z 6.10' JOSE OP,SLAO.' * OPEN LATTICE -TYPE F14T10 OWER 15 0' 2'64'a0ap' 6' S' B 6 I B 20 3 2 - 5 3 3 2 3710 1 T 23 3 2 - 7 } 2 stxe � 16-d 2■G4 -6-1 ' B'-3 18 21 J 2- 5 2 }'-Id 17• ' 26 3 2 S 3 J 2 8 nBaitTitii . I • .. _ T'm[nrArs 3 2 8 ' ' i• 2fGS•D24. 7.3-.9'-d IG IB- 2 - - 3 2 4'-G' 1B'•9' 20E24 2 2 - B.0' 4'• 2' W.Y.2C 2 2 3 ? ^ IJt - ,L•ncE - t ,P Y•0 2'.GSTID24• G' -B' 8'•R' 16 IB 2 2 - - J 2 - _ Tr y � - a 2 3Id Ito' 20 2 24 2 n 2■6Y•Q32' G'•2' '-4' 16 1 2 2 - - 4 3 3 2 t0 110 2's 6Y• Y-9 8'-O• I6 18 2 2 4 3 ) 2 3-7 IG'•B' 20 2 2 - - { n - - • } 3 2 3-4 16'-1' 21 2 2 - 4 3 3 2avn. • IZ0 a6Y■at32' S' -a T 9 16 19 2 2 - .. IXO• Z•6h.Os0 5`d 7. 6' I7 1 9 2 2 - a 3 3 2 3` It t 5'• T 21 2 2 _ a J J '.r,�,,u..Poio�T17 19 3 2 - 5 3 3 2 2'11 3 2S J ! 2 PLSO[K[ a■OWA3 SLAB r5I 3•oaor•O PomrG,TABLE C rt) aoA SIDE PLATES. S[[ 21 x GWI'R TABLE B FASTENER / ° ANCHOR BOLT CONNECTION Pox TYPES, a DETAIL 3 THI SP ], ` i,. ` , , Oj ,sNT.O r / 'T.,f t a• W1-1 .M IB'OD: 20'O.0 22'O.C. � RAFTERTO BEAM CONNECTION d BEAM TO POST CONNECTION B-0 124: 024• 024 r WINDSKED•AMM W� SPEED•90 WIND5PEED•70MPH WIND SPEED• 90 MPH I, -T, • COc SLB, oPrn,rt •f - [ 9'•O 024• .024• 024' w 1, IO.O' 024' A24' .024.' BAITER TO BEAM RAFTER TO BEAM SLAB ON FTG. ON SLAB ON [,R�377G. (/ •h _ .•-- a a, -.O SrS Jab. Io SIPS Iab.10 Srs a1 -POSY 20 QI © ❑1 tJ •/ /--, 1 I.0' .024' .024' .024• ® Ew uG u.uG EA LEG [• a[c ' 1 1 , • „_ LL. • 1tAALI I••TmALI 14 -TOT I••T(m" I . ,- - I 222 23 4 � 170• .Dea' 024 • 1.5 ❑, ron: " Of 1 .OJ2' D32- D32' ia.�wsrs l•b.Io sY ,.o as .•..oars 4. - - POSTS w? H ATTACHED ' 1. '. t hl ' p IS oAt a LA LA 5 ' mmc. aItA�.BB,, sAI[TY ti N -74-dr- 032' .032' v4u •-,oULI ., A' rlc,d,wcwc.rolmw. 15• D32' D)2 140 POST EASE CONNECTION .040' .040 CHINO SIEED•70MON. SPEED* 90 MPH. CROSS • SECTION .032' WIND 534E0.70 MP. WIND SPEED•90 MPEl .f II POW TW[S t ' xAL[: , N SLAB ON FTG. ON SLAB OIJ FTG. ON SLAB N FTG. ON SLAB ON FTG. p vsa.vsT.,a-Y.GIiY n -.wars zI-.a srs z -.Jaws 77. ••}tat• 0IOSSIZI 10,11, w "A ■.03•'.UIBH YarS 7 011 naS p'n•S [•SOEO 17 4ap.05, ov OtE3, ^`•TV ,1 IZI rsD Pos a.-z••6.,z •0' .024' •024' .024• FA.aw[a [Asu or IPas .-, dor, I••mr.I ■O3T•rl10HY SYS lI PD51,••1011 P06T I•drl 4• 4, 4. ) POSTI•-10[POST1••m t ' L S,a'•AB S!/tAe +.» m3•soPOST. a• cur 9'•d 02 02 :C2 ., [ ■. I-T��.t -ya•'.: iAIP,213 � [x.IL&AI w+ rso ■oa+' Im.•r irs. Ic 10• 024• 02a' 0J2' 6u a-ve•• L.5m t■•,r: s 1'p' �sn,.w .w.�n rL• . ' .... ... .r, ..,nr". ,.. ....,.. t«........ ® avA.at O. •OfD 7..•m N. SM..tI wLyaP.L, I«. 3.5a PO31.1 a,•Y. G,R• v .032' 5. 11 Sal �' we.aAN 'va, .'.'.I"'::., ".... - ■p3rrnt3,..,•trs o: IF•d DS2' D32' _� ,•• « •^ •• �o, IZ-d 132' .OJ2' .OS2' :b.osrs z,�.N s.6 Ua a s.a I:.issrs . t. Si7 �.m• . I3 -d 132' .032' .040. w ,tas o. TEAS w TSPS . • �• LA. 5M O [A.SOE O or r• r r py . • 14'•d 000 .040' 040' 6 POST. Tm, wsT 1, •mE I `Ml , ••,m.I wsr I, .,m.I '::ii• ""teo :»i., _ <PiO.P,M.. Y ,-3s■ah' -�• «,".,.«. :. Q z -.+r Azh tuatsb,.c ErK` _ % ii r • W . r..flo TT. t30 SOtT ,90 . r ,••.r.. w '�'••'rlii - y.1.II «rSR Nit T.YV KP 1 1 , r.,r ,rl.,,w11 M ''�" « w . r.......'r ��•� r' � � • • i �/TN". ��I I :-�. �T• �/ ' .: :::«..'�r:'w ,. r «I,. - % - ,. '� :.:i .^ r��. �'• Na N. r. n w I r MY:w •W ., .r 1«.N., .....,.. «.. «.'7�t 1��. t • .O...l�r .« a .: _ ,. n. ....0 ..«I .....r.....r A BO E.S. ��wno (F� FOX.ENGINEERIHG. ...0 PAM DOVERW124'LWOH - t�u1 VALUATroN 7�J •Ara. r. Poa. .T.uof u.•L E.G..aa. "� LLrD.208, 70 PSF •••• • �•• er Lt�NLW [OMFaNr • 17M.115-- EPORT NO �F WIND SPEED • 70 B 90MP afar . u c . n rsw3r3.-arr. 1 0 12 AA ...• ......... .• ..... 1. ••........ ..•.. : At • "'""'^ ATTACHED L/U'TICE FAT10•COVERS WITH MAXWVM Oi/EgF HMS ( WIND SPEED - 70 B 90 MPH.) TABLE A . fi 1 �r TpAw- �esa .�•. •,� . MAXIMUM POSTSPAGNG 8 FW NG SIZE WIND . D/IS.UfVFTa IO/15 ( ... , `'•::- z W 3 X SIX .042' BEAM / HEADER WITH CHANNEL INSERT o M�`.04 1 "•' '�"' FOOTING S17F ,,,a `• +%�' .. ox o 2 a ¢ MAXIMUM POST HEIGHT 6-SIZE.x Iq 1 • rA . - • � • g MAXIMUM POST HEIGHT • V. . MAXIMUM POST HEIGHT I Il0 �. ! z WIND 70 MP.H WIND . 90 NPM I WIND • 70 Mi!H WN0 -50 MPH. -c - +- A - a Io SUB •+ SLAB' w SLAB •r SLAB SLAB W SAB .o SLAB SAB •+38C' m - 17= % O' 12- 9-O Ifi•II IB'•aZGi43 Z- 8 r - ma■ 11 . • - l rr .. 21- 3 % X.03G• 18-2 - Iv -G' 4lmA •Z IF so. v 3 - " 2- s- aZ• SEE BEAM S .0 % %42• 17-9' 7-O -,-- 12-5 T sw Ig aZ•211 a f. IBr3''1 84 =0,_ "r 1D POST .. • srrtn c ! r1.o1J _erArr.tAOW .. ea•L.1w rAs ImT 9[zA? '. I_ •'X 3 EcnDN T 1 BEIDW. ' . f a %.0 10=G' 4•-2• 17-T Sx B•x 136' 12-7' S_ IY-G •3 c 7.2 3 +'1 •GxaeY 'S Z- 1 Ia_ Q'• sol ' z' e•. 1 Sit Teta A TTy1 s¢[• 0 20-7' 3 X 5X8`X 14.9 . a 1 a we• z14 ' •2�"' a.oL r9YCn'r`d'.asn e^.'.-.IPtr 042' . 5 •IO 11V •4 IB'. a" Ig 2' n3 a2- - sna•1 G -( S UK 1AII.Es Ate FASTENER CONNECTION TABLE . - " RAFTER ATO BEAM CONNECTION . •, Am[: �t1~�� `o WIND SPEED •70 N.P.N. TO RAFTER WIND SPEED •'30 MPH. WINO 5ptD 100 MP.H WIND SPEED 110 MPH L ,J , • ro acus rTl■i ... 4 10 BEAM i0 AAFTER TO BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM acw••sn l.•1a e[ K•rrTTiD ASST • •�Q: nr a. © 131-•OSrl.3Aatao 13Ma Sw.W101T•• 2-10WS(A.114 1 •-TW" 1 aA9lu [A...[c lA lal••¢iw vit ar•¢Swu.trc 1I •.¢S.5 Arc ¢1+¢SYS GLFL ••TefAll r1Y0; [A16 1••Terµ Arra Jll 7a, --q -3.1 TA Mc • • - - urr r ... SHALL 0! XT e•al + W rw r� '' .Y•MY Of •• • ., - r rr.•r•. r n4• ■lAll 1 •RT l- 1 •Tom 1 r11Y1 3t IrP■1y •aTr4 1 •-WTAL 1 1•.T4TAL1 Q • I10. [4fr tllW y IS VIms [Ot4.IIq 1•M•OarL r3M03ri' 1.1.•¢iw CA. r1 t.irSw 111 -•IS Sri [AC119e[ 4r•A/T[.. 4AIT[9 1 •1••¢S■1 ,.w 0' .OPEN LATTICE -TYPE PATIO COVER ' 9rtn S-�A11 sm or [A.9R OI 1••T4TAL1 u.sm[o.A 140WALI , Fa 9KoaLI 1 4- TOTAL 1 . 1 • • roi•).1 . • A.W11116 a1 • n 41t 13 Trca, S + POSTTTPE9 • - r • x i[ `. -, _ W, 0i 9i^ V""BEAM J- TO POST CONNECTION • - • - 354 POST 121 271'I/a' X.024•WIIBI•0 M S' 61- MP. WIND SPEED .•70 H. WINO SPEED • 90 MP.H WIND SPEED- 100 MP. H.- WIND SPEED •IAO , - { ' ,. -TTA T3rsc � X�•�lBMM2eu<�• LIVELOAO .2D LIVE LOAD - 30 UVEIDAD-21 . UVE LOAD -30 UVE U3[D• 20 1 UVE LOAD -30 UVE_tDAD�20 LOAD 30 -! ri(AT3li ©3'SO POST. 1217,% G32' (l! 2❑ - 2 ❑• 4 ❑ 2❑ - ® ' 1 X024' WI(Iu-!N Seas: - ' 4 - ❑ • Trlli ® 9MZWW)(12IY4SA�s' O - _ - _ - - ;�;�:�;� 7 a1.yjylromr • - - 4 mu RnT. 3 • M.WnCF3wMffMSMMaLi' ATTACHED LATTICE PATIO, COVERS WRH MAXIMUM OVERHANGS-( WIND SPEED - b b 100 B 110-MP.H.) TABLE B ,. - . • i - YA G XIMUM POST SPACING B FOOTING SIZE. WIND -'9/23 PSF UR.ST• 70 RSF. n. 5 f n snLSAeI .1 ,�• j ,`,-,1 @ _ 3` X B' X .Oa2' BEAM ../ HEADER WITH CHANNEL INSERTING W • k y r " •1S SIZE - • S MAXIMUM POST - G a • i • �, `L_-_/ 1 �. 1 Y . A- ¢ �y a. 3 �33 HEIGHT B SIZE MAXIMUM POST HEIGHT. - MAXIMUM POST HEIGHT_ I1=0 " - !� .. s> -' i < r r. ♦�.. ':: t4 x80 WINO 10OMP.H WIND. 110 MP.H WIND _100 MPH WIND•IIO MRH 1 .m�u • • ' "'s �;v..:. •• - _ WSLAB'W/SI.WNDS..AB W/SLAB NOSLAB WISLAB NOSLAS ` • - 'lM , - . • "- , 4 IY-B' Sx Bk D30' 12••8• 5.0• W/SLAB IG' -11' zolm"•1 le•.3x••'rawer• •YA lz.c• r+haar ie.az r.rsaa n+.ra• ' •F „ i 7 T ,n. CROSS-SEC710N ' r . y .,,r, - it 21:2' 3•x D IS•2 G'•0 , 24'•9. 3X 15'-6' .aVsoae•11 Ir•3z<•' 1'Cs¢ sn:' Y mle•a np. zo asoael 1C•3T0' ?:. ,. ,: # X042' 1Y•9 .T- 12'-5 l0 Sea ■•.3ra raw.3e•' ■•aero' r• a■• 1 a c 73 a 1e•a[-a• � SEE BEAM r,r,... ..3 _ • - J 3 TO POST _i ` - J - CONNECTXIN ' ,s Iz8 Y%B•%D3O• 10-6 4'-2' �. 15=G ■+ e'>•.a••' 1 r-e'Silw" a�ISK• a••Osoas•" esal'i•Irl r.11lwe"' e'aal•e' TABLE ABDC ' 1 -- •., ,,, „Wr �,�. ♦ _ •.IY-7 3 B•%DSG IZ-7 Y-0 14'.2 R •emSei 1.37c• a r.o ■"' ¢ 3 31e Llfbne' 3zd 1 T-fa-wwq tC'•3 310•¢1 : 2D'-7 x X042 Ia- II -4 tro ■• nv.t■ raw: arm" rrT43rr• rrl4.Ir rT•w3n• in.ra• . M. • r . ' _' yY - •�'� �i t 1 r err ... r.re. r.r r 1.u_ r. r Lu.a ' 'i -o . a, r_ .0 _ . ......�._ 1r• e w ¢ t l - Nm s• ez •a on .a owr 91T•: c! _ _ o FOX ENGINEERING ��.� .�. __ •1"YPE==-1_3cF12 �' aAru r. wa•................ 1ATrA0fDLArME RATpppy471wIMWC OH L.L.-2D& MP WDID SEED •70890 MP.H L-*m s•w.rrflctpr[s uta ux .sTEAM / HEALER WRT I RAFTER O1[' w• . ![ LarpcTOw Pda rd r1! rnI1R14Y 11. r ..r Ir..r hro cow o Im srYcs.p 1[I[crr0 .1----+ . •— :-. ora• .... 'oma au'rrl 1 nut L �/ I \ St's Yw r.101' cocl.ra t 3•.7 �. +k'h a:e. a• Cwtt• .1[Y ••.G,41p.5( �ya t p[►h4L.0 5T BA$E BRACKET ' E BASEBRACKET/ RA lTM a POSFLANGEBRACXETET/I1AWMWM '�i1[t«oa .. p• . ( 1 YYr.yr L-*m s•w.rrflctpr[s uta ux .sTEAM / HEALER WRT I RAFTER O1[' w• . ![ LarpcTOw Pda rd r1! rnI1R14Y 11. r ..r Ir..r hro cow o Im srYcs.p 1[I[crr0 .1----+ . •— :-. ora• .... 'oma au'rrl 1 nut L �/ I \ St's Yw r.101' cocl.ra t 3•.7 �. +k'h a:e. a• Cwtt• .1[Y ••.G,41p.5( �ya t p[►h4L.0 5T BA$E BRACKET ' E BASEBRACKET/ RA lTM a POSFLANGEBRACXETET/I1AWMWM '�i1[t«oa .. p• . x(La.eaa uwi,L'01a =le 14 .14 ..«z 1( • 3.1 \� plaw[hnp CCOVN Oa tCI LAG)•TG.WY 011.a tlq ' ]rrlCNp[ xl[cr[0. 1.On )00••wX YYY141 ♦ USC[ RAFTER ! SI RAFTER Q _ (; 24'QG MAX 24QGM1X — 00 ° 00 RAFTER 'v e,.•t.[I [ttw pr'R. S }S SYS m ec..r \ . -•O _�; . u ro uar.G.1a1-.n SYS u1[G m...ra. f:.ri Rifa fo •am marl la -•o1.0 �\ MAC.1(ET �•' G l[G m wru `' •warrw SL[O D ® L �[ym IWr 1wi.l 1 `� 7•. ZOL]'Mppp gXraE31Wc . WRInSr[1O.y. In\ M .0C Ita ti(r.C1[1.ph C(OIQ a •raz 3r•In00 Eq["s .la wlfmr arwcrlq l[lccrta �t[lwp pr.S,lrpV ..\', a otscw Io.aa. �. 1LhDLnO�a.n a.m tai+ a w�or WALL CONNECTIONr .�.....nrr�I.r.:::�.• )ra,�� xltRta 13 RAFTER Tp BEAM/HEADER Oapy 14 RAFTER 70 BEAM/ HEAOE a mu •scorn 1g MIS, a St w.lI1L r111G r(. yD[ i DQ(p mrmr aV[ a wfoarea Lor• 11n[ .oD rwe 1r[cl.rolT vot. RR a. 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Rst \.S[ `i t OSwt.11 + `�-•.F�'; 13 R. .rib. =k [° f11DU P06i I � 1I11I 1 �•9+'s' 1 r .y3..a] OJJ ^I. U/�W 1.191 9 T I aw V �— ••'. \ fomes x4" F�[ x3tcr z4 ' 3•pOGz•.S)S., •� Y50. srQl GOJwr. �tFOx ENGINEERING u r..m• v.ucrr..G \r.Ir[[r J a n . Da .osr Iyw ° aYaJ aQa rf..1 furanra...a r.et res r wrno..• hno cac. n wv S,rrcnaa soicrm Ybarra' ny . Constr Co. 566 Sturgeon Dr. Costa Mesa, CA 92626-3145 NAME kIN1014, 0 a. PHO S rTu 7- S ADDRESS TJLACTIPARCEL MAP LOT ASSESS09*3 PARCEL NO. REAR PROPERTY LINE IN 3 CA 2 3e W CD -0 innap Wm =:! n 0 CD Y !Wb rn m r;lno rn fro W 40% ms D C/3 D vE, I'M Ax". .3 P E o P P, R 0 0 P P E a. E R R c:) <" T rn CD w I:zp y •'y T L L N CH f N E E 0 c rR E ED- CEIV CEIVED. SEP 2 0 2000 B 3y. Y. FRONT PROPERTY LINE O�joZ' m STREET c lle5l 284 263 REV 4199 ARCHITECTURAL COMMITTEE CERTIFICATE (Exhibit "A" to the Architectural• Improvement Application and,Agreement) The Architectural -Improvement _ • "; A licat" -reviewed by the. Architectural- Committees onnd. Agreement was been: and has Approved Conditionally A pproved ► Rejected su.bj ect to the following conditions set forth below Returned for Further.Inf.ormation Required Modifications `" T Comments Yes No r Recording "to be sent by owner to County Recorder's office for roof.and/or exterior wa odi 'cations. De osit q.uired De A q ed $ ate Architec ral ommitte Archi ct al `om i e Architectural Co ittee Architectural Committee Architectural Committee a .: is i . • NOTE: THIS APPROVAL IS .VALID FOR 90 DAYS FROM APPROVAL DATE Rev. 4-96