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0004-324 (PAT)' LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury: that; I am licensed under provisions of Chapter 9„(co'mmencing with Section 7000) bf Division 3 of the Business and 6. rofessionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date ? C6 D03 DW Date fO Signature of Contractor `' r”iwk OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the -Contractor's License Law for the following reason: ( ) I; as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) 1, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Sec. 7044, Business & Professionals Code). () I am exempt under Section B&P.C. for this reason Date Signature, of Owner i WORKER'S COMPENSATION DECLARATION I hereby. affirm under, penalty of perjury;"o a of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure -for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) I have and will maintain workers' compensation insurance, 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. STATF I� D633T9S•93 (This section need not be completed if the permit valuation is for $100.00 or less): ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in. any manner. so as to become subject to the workers' compensation laws of California, and agree that if I should become sybject to the workers' compensation provisions'of Section. -3700 of the Labor /�c ode, I�st�all with comply with those provisions. Y DK.ate: /1 `f �c� Applicant r W Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up t6$100,000, in addition to the cost of compensation, damages,as provided for in Section 3706 of the Labor Code, interest and attorney'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 application. . 1. Each person upon whose behalf this application is made & each person.at 'whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and .void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for. 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. :l agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the,'above-mentioned property for inspection purposes. Signature (Owner/Agent) -6 6 BUILDING PERMIT PERMIT# /(r w DATE VALUATION LOT C►i}I 4-3 TRACT JOB SITE APN ADDRESS 40-226 WS"J.A DE fitUPAL � T OWNER CONTRACTOR / DESIGNER / EN INEER RON RMM014 Ml f Ari. MARRA CONST. CO. 48.226 VWADE N'QPAI - 56161' TPI.iRC3T?.� X DRDL? ' LAQpD TA CA 922S3 COSTA MESA CA 92626 V 14)9'19.5493 CB .# 4240 USE OF PERMIT P10 . P1 7APL =4rn- . P4RCH/PATIQ 351.09 SF LS1ATED COST OF COHa1.'1287Cg1EON 4.669.30 PERMT.19T, SlibMARY PLAN C-HFXk .YEZE 101-000-439.318 $4688 MUSTnUCTiIow Nva 10.1-000-x;;18-000 114 8TI'ONO 14gOTIOU PRE - RESID 101.000-24I.000 $150 r SUB -TOTAL C0NUFLUCT ION PSD PLAN' C MCK $119.30 1XZ3 PRE-PPID"M $0100 TMAL 1'EMIf MS DIE NOW "1950 nECEIPT DATE BY I _ f DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR .BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts, Forms & Footings Ducts Slab Grade Return Air Steel , Combustion Air Roof Deck Exhaust Fans OX to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath _ Final ����o p Final POOLS -SPAS BLOCKWALL APPROVALS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: Final ' Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit r Rough Wiring i Low Voltage Wiring ; Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. r Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) s .'PLOT PLAN AlAME ^L v��o len MnA PHON> /r3)•7o7-6i7bF } _ srrus ADORES s _4/F ZZ� I/l��i �/?c A f �a- v .�. Lq z r TRACT/PARCEL MAP ^`i ' - LOT , ASSESSOR -S PARCEL NO. ' s• r1 , • REAR PROPERTY LINE r '' ev op "`°-" ` '��`' � , ..,,. i � •�G,f�, 5'03..x,, �� .mss o'rlre � � , 07. p 0'07 r i.. �' A R- K y.''�. .Jp 1��• ` '��*,� 1�... ylt ♦,• 1` `� ~ •• R •^ • T' r � �:. `Rai � r' rl - , L I L-14 pry ;'k ¢ 'r cr' - r ,1 •. •f - • % '' f` �4 del r i ARE-INSPIC ION . FEE 'or f3o._ WILL BE CHARG IF THE APPRaVEQ PIANS AND m CARD'AR NOT ON THE SITE K R A - SCHEOULE$ t # R4 ,.. k "� 3,C �* ,";' �• ' , ' r V. so � F r�- .F- r. a rt, h <•(^<i�, �a r,,,i-..� .. _4_ . • ,. * .•r+ T.1 t,. wit \,� '�/ U NTA LDATE N � _- ~� • FRONT MPERT LINE AP pROVED 10 CMEET N V r QJr1 ' �C•� -I - r 4•e. BY` /� •Si -,,• ]e, ' _,. r a +. • ; 284-263 REV 419A{ .� ATTACHED LATTICE PATIO COVERS (WIND SPEED = 70 6 9OMPH) TABLE A .MAXIMUM POST SPACING 8 FOOTING S1ZE WIND• IO/15 PSF UPLIFT 15 PSF BEAM/HEADER "•Krz'"�.� PROJECTION RAFTER 3' X B' X .042• BEAM/ HEADER J' X B' X.042'+ CHANNEL INSERT BEAM/HEADER L •`I• INCLUDES OONWCTION SIZEPOST FOOTING MPIIMWA NUMBER OF PCSTS POST WING MINMUM NIAHBER OF POSTS POST(ns11W .Islor.0 •\ 24'MAXIMUM -- SPACING SIZE POST TYPE PCSTTYPE SPACING SIZE TYPE TYPE NO OF SCREWS OVERHANG 24 OC. a" m% M MRH 1 2 1314 It 12 3 4 wsw' wmc W`H 90LVH 1 2 13 4 1 12 13 4 70 MPK 90 MPM . •-T[9'W� \ 19 :'1 2 [ - - 4 2 - - IQ•. - _ 10.0' n G4.02a' 13. 1.'- S" p' 30`u 24 2F 2 - a ,,,Icpa°1i,{St•-`" 11= 0' 2 64 24 12' Kl' 12'-10- 19 ? I 2 2 - 4 } 3 2 10 1' 25!-')* 2 S 2 2 2 4 3 3 s �. W IS •-�I r''��- , 12'•0' Z•6 �.02a 12•-6. 12'•6' 19 22 2 2 - - 4 3 3 2 'c• 29'-O• 2S 29 2 2 - - 4 3 3 2 q .• --' 13•-O 7.64'•.024 12'-I 12'• V 19 2e 2 2 - 4 3 3 2 8' 10' 28' 1' 25 29 2 2 4 3 3 .r I p•� l 14• 2164•.024. 11'•9' 11.9' 20 e2 3 2-- 5 3 3 2 `4. 27-7' 24 29 J 2 - S 3 3 2 3arr ct Pom YucY+'� IS• 21 64%032' n'-4. 11'•4 2U 3 2 S 3 J 2 7=10' 24.8' 2G 30 3 2 - 5 3 3 7.6'•.0]2' 11'•0' 1I'- 1' 20 23 3 2 -- 5 3 3 2 7.5' 25.10' 26 30 3 2 - 5 3 3 2 17'O' 21Gi•D32 105' 10'-10' 20 23 3 2 - - 5 3 3 2 7.0' 25.3' 24 30 3 2 5 J J 2 8[B[wY '/ I - 1 0 18.0 214 •03 9'- 10-G• 20 23 3 2 - - 4 4 4 2 G' -B' 24'-7' 27 30 3 2 - 6 4 _!I_ 2 20 2J 3 - - 6 a 4 J G'S' 24.2' 27 JI 3 2 - - G 4 4 • - Icj SEA INIS.C•AI .y.0' 21 G'x• 9'-5' IQ' -4' 2 st[ lrt(.rOp J _ SEE TABLES I az[4 ra. Yov troa rrrw uwtpo wT,([ 2 '-O' 7. 64k040 9'O• 10'•1 20 23 3 2 - 6 4 4 b 6=1' 23'-T 27 31 J 2 - G 4 4 E! PATIO [OYER SE[ TABU A. _ A'� I •-•• \ r • MY1Yur ..•TITER a Y3sTS, - • �i°r�� �R /•i Y - B O 7.65•Q24.10' 6' 10'10" 17 19 - 3 2 - - G'6_ 227• 21 24 3 E f "P01;, �� - - - .9'-O . •L!-s[ICa 9'.8- Io ',• 1 ; 19 2 2 - 3 P - - G'- 2' 21•R' 21 24 2 1 - 3 =t-.�--�. ..,I 50 p-0 • •..024 'VII' 10.0' 17 17 2 2 - 4 2 - 5'-P' 20-u 2Y 25 2 2 - - 4 2 - - wcYAuswTYlrt•+'- S -i.r T , w U: 2.64.0-4' 8'4' 9'-B' 17 20 2 2 - - 4 3 3 2 S'•3' 20'-I' 22 2S 2 2 - 4 3 3 2 aipwm0.sPosi� /� J an• '110N•'•""'-'�^ •••sv_ a 12.0 Z•64.032. 7'-9' 9'•4' 17 20 2 2 - - 4 3 J 2 4%11' 19`5' 22 25 2 2 - - 4 3 3 2 SYALLK SIT IIACAA .•rppTr4 vnK K 0cQA5, i4.0 ° .,-� o 13•. 2 Gtr-wz 7'- - 7-0' 17 20 2 2 - - a J 3 2 4'-B' 18=9 22 25 2 2 - - 4 3 3 2 iocta xwe.rpY sEt rAB:[ •. + .i •• - Tri m 14 2,-GikOd7 6.10' 8•9' IB 20 3 2 - - 5 3 3 2 4'•4' 18'•3 23 24 3121 - - 5 J 3 'e 1' r , _ ' • OPEN LATTICE -TYPE PATIO COVER ,� J 15.0' 2:64-04(' 6'-5- B-6- 16 -20 3 2 - - 5 3 3 2 4'- 1• 17=8 23 24 312 - - _-__'.xo-O •.A%Rem .. __ .�_. - E' - 16-0' 2%64 6- 1' 8'-3' 18 21 3 2 - - S 3 2 S-10• 17'3' 23 26 312 - - S 3 3 2 B 13 _ • 8.0' 2144,024. 7.3" 9'-0' IG. I8 2 Y - - 3 2 - - 4'-G' IS'•9' 20 23 2 2 - - 3 2 - - 8 ~E.11[F aY1U • IT • - - , +.•�•' 9••0 7.441024• G'-8' 8'•B' 16 IB 2 2 - 3 2 - - 4'-2' 18:0' 20 23 2 2 - 3 2 o: p- 7.44.032' G'-2" '•4' 16 18 2 2 - - 4 2 - - V- KT 17=4• 20 23 2 2 4 2 - I s . 1 - • I - " 11.0 2t6F%o32 5'-9 B'-0' -IG 18 2 2 - 4 J J. 2 3'-7 I4' -B' 20 23 2 2 - - 4 3 3 2 .� -• -rArnp ' I _r • IZ•O ._ E6Y%OLi' 5'-4' 7'-9• I4: 19 2 2 - - 4 3 3 2 3-4 16••1' 21 24 2 2 _ 4 3 3 2 ° ISO' 7.64%040 S'•0 T-6' 17 19 2 2 - - 4 3 3 2 3'-V 15'•7' 21 24 2 2 - a 3 3 2 ' -J b'• 7%41-4- 4•B' T•3 17 19 3 2 - 5 3 3 2 2=11 15'1'. 21 24 3 2 - S 3 3 2 J • . . 21 ' YA%. POST Y[*.T sm. 11 TOST r1sOE0.ATE5 pL60[w( 7^ r 3'54•@4'Al SLAB 6 1. ,fy r ' ,.[ 3•saao•so ram.w, ..'�; ° .'�'' -CTION TABLE C Y ' FOR S= KATES, SEE - - '_ X A TABLE B FASTENER / ANCHOR ' BOLT CONNE _ wsI TIKS. n [aTAu - TMI SPACING • 3 .sYl."-RAFTER TO BEAM CONNECTION _ - m11^ O • PROJECTION iB'OD. 20'0G 22'Q.C. BEAM TO POST CONNECTION i 8.O 024' 024- 024• 11 WINDSPEEO-?CNFt WIND SPEED•90 . �� wrmSPEED °70MPH WIND SKED•90MPH 34•rYK. cow SLAEI,op w.E 4 '` 9-- 0' .024' .024• 024' W r•' 10 0' 024' .Q2q• .Q 24.' RAFTER TO BEAM R10ER TO BEAM SLAB ON FTG: ON SLAB ON RG. I• T-7 x,rq SY!. I31•rlO SUS 121-• 05.51x1 -•Os. [o A�2 23 4 1 I • �• . , 111.0' .024• .024' .024 • •O [w c[c E. cfc [• c(c E. 2O 0 © ❑1 f.� 1-•/i- . L__�� N 1270' .024' 024' D32' a '� •Tmeu I.. TorAl1 I. -Toren 1•.Tol•u + POSTS w, [c AnAolEo - o I .032' 1032' D32' 19 ".-*s.s 1. -o s. 2-o S.$, fA sofa lA 51"a " 13= Sue sAr[n ry 14• D32' 032' .032' aAr+(Y Y.rlfr . 71A%[ Am cc .fw You • -TOTAL I ...T , , •• . - _ acral,aYrdc.rorm•c. - _ 15, 01 032 040' POST BASE CONNECTION o 16(' .032' .040• .040 - CROSS SECTION 1 _ WIND SKED•70MP. WINDSPUD•90M?K WINE)SPEED•7OMPH. NDSPEED•90MPH. Pp31. TTPES • - " - - ( f - . - - N SLAB ON FTG. ON SUB ON FTG. SCALE: SLAB ION FTG. ONSLAB ON FTG. A f;. O rsaPos 1x1-r.�la' ' . - 1 .-» ...... ,., ...' ..... ..»r. .. .�.., •1,.,,. ,••.......,..,,,.,•..... - • ! m®%.o3r rlnICt .. • •ssM. - �or - Itl' O' . 7 '•+ wu.3.e12••S..:S%.Ox••r/IB.SS 21rOs.Li �.romidou�sn Po.w•x'14vx• B'-0' 024' 024' .024 oaol a.21•.3rtrr.1,.(( •.ANSSY+I,SoEYNTa i r �w-/ . r Yo•y.nY ya a �.4 q8j �xloSirKvr±P P SrS 03x•-116.. su3 Po3TETT-IM. -ml.•a 7 01 3.50 POST .121 2.Lu2' 0 024• 024' C24 r 1 •'4 L 16.1B•rIAB 56 cry.rso'026 Ez02a• 024 ^ao:rrm•.s. 3'50 POSI•t1• x% 4-x- N . o w].5n 1f -o' D32' .032' .032' Bu s / l aEmd > ` aai v •b0 0 IZ-o' 032' .OJ2' .032 n-.oss z1 -.N s.e la.a srs Iz.. 5s ' •"'•i....'.'.":1» wu +...",i� :1...� u1...... ii « o- Op lEs DA TEAS - TE.S IEtS 1 _ yy;lP'•an.Y� - • 11.0 D32' .032' .040' EA. 5¢ a r SOE a, E. va a [y.Sa o. ,�-• TY did 14'•0 040 .040• .040' 6 post • Ta11 soST E•-roEl PosT 1. -Toll ws+ l••tm.l + S~ »I....».r...-».. _ ® yyr lu- rx4't1- %z4• 1-;i::h' r •' '^ ..wr.. »1•. n ••w • 5S, .1c !•tlE Art WeE-1 ••n:• � (i�ut��-, rso.• aaTm+r •Sor ALT r5o •• •w. - 4YvKY KiV 1wSn 4ry / TO „. ..... 1_ 1.r ...............»........, 1.°...•. 1°•.111°... °,ra, �< •i .20 ES - ---t: snx_.= _- -- -r.n1 ATTLATTICE.._.Y C 20 ESN Yon( FOX ENGINEERING PATIO DOVER WI24.MAX 0 161 REPORT ND -- .•.Er o%. BT c♦ E......w ..A L L •IO.208 70 PSF VAI EY ALUMM/M COMPANY ' SOJB WIND SPEED • 70 B 90MI 3.or .. urt r n nozizn uz. 16 12 f 0 ' . ATTACHED LATTICE PATIO COVERS WITH MAXMJM OVERW4GS ( WIND SPEED - 70 8 90 MP.H.) TABLE A TL.AA Tomo•. •.•l _ ry!�w" �'�� A-"mi,.•To •,,, •• S�' MAXIMUM POST SPACING 8 FOORPIG SIZE WIND. XI/IS, UPLIFT= 10/I5 A ='4 4.r . "'-�•" a W v 3' X 8• X .042' BEAM / HEADER MIN CHANNEL INSERT W f `` 01 Lt'Ia' Gr f0i� m C w w s FOOTING SIZ i 4.' o� v �!� MAXIMUM POST HEIGHT 8 SIZE i52 �r{ �� �' °1 as S i MAXIMUM POST HEIGHT • B'-7 MAXUAUM POST HEIGHT , 11.0' z A WIND 70 MP. N. WINO . 90 MPH WIND , 70 MPH WRHD a = a ro51A8 rr SLAB' ro SLAB -,SLAB ro SLAB •! SLAB ro SLAB •l SLAB m . t 17' SXBx.030• 12-8' 9-0' 16'•11 a 18'•ar" �c'saa IBSw z•Z[ r-4aaa ' IB'•a2-TT "J4rr, 2F2- 3X X.036' 1-Y-2- 2,C-9- 5'-2'2•B•SS• v2• - IB. _ u 2'D'so, er' .T- SEE BEM[ 24-9' 3•% %.042' I7-9' 7-O' 12'-5' 7-S so,ry' IB••a22�' 2:9'x• ®f.2: ' r'8'sa. IB -a24"' 1' -O -.e' 18'a Z•8" TO POST JJ NN COECTION e'•T' a .c -A. TABLE �a,ia I ( MST .(..1 l4'-8' 3'x BX .030' 10'-G• 4'- BELOW. slRn .J T IS' -6 soa •. F10"'-4ssa�A" ® <<^2'" r•2 saa19' 18 , 1•l-6s4,eC 6Z-4 '^ is 1 , Tl.ta aArrr[Aom n 17=7' 3'X IrX .036' 12`Y 5'-O 14'-2 2.2soad•' IB". 2' " 26soae" - r s /�A't sa rrxt Aron sQ[, o 20-7• =2' ' 2: -em IB'.2 -8m,e• B'+S cY 4' + ��,r Rm sRAc na sr[ n 3X8'% .042' 14-9' .5'-10 II'�' 24 18•a e•• IgS2-a'•,r 2:Gsaam I a, / t rTr ra01dr'loaTa us I— AIG FASTENER CONNECTION TABLE RAFTER TO BEAM CONNECTION WINO SPEED .70 M.P.H. WINO SPEED -90 MPH. I WINO SP ED 100 KP.H WIND SPEED - 110 MPH ' ♦ .d - w b czLa wrTa L-��J �gt'�' 70 RAFTER TO .BEAM TO RAFTER I TO BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM ri'Ol Tgan sTru , 4 rel-rmsYA CAnT ILc rzwo arSVOITR'a ro• al -em SrSrA_IaLLL. IEC r21-•ia SKi rrririlSwu.Lcc rzr.. a sr 3[A.1Ec ra,—. sr.s ulF4 �:1 �aYrl �a Sy.. nr• . .+. „4, ... yy .. r<.Au•. * 1 •-TCV t 1 ..9L R: UT 11 •. roTALT sro+ax [.{Ea N Str. rrfl•�r • . TOTAL T A _TtlrnmrAur ..r ...rr T.. - ' 1• ' r T.w or •• - - • - IS [nclT 'sot w ws'iiAm 141 r ro ars T:r-.mars -an•u T.-mr.L l r :.TouL l ITOr lO[L OaLY ...-=AL1 [HILT aaW4AnfA. r•r.•IS ira [A.S[[OIPA11It "-•'a SYS r21 -ort Sri T•Aa Sr1 - OPEN LATTICE -TYPE PATIO COVER " v r.R • amu l u. vo[ Tor L i[a •, mAL 1 a. smz o aAn[a • u -roreu ., ` - L1' POST T5 - --. _ •, 19E - BEAM TO 'POST CONNECTION - - ma �. 3'Sa'057•121-2k S: �: WIND SPEED 70 MPH. WIND SPEED - 90 MPH, WINO SPEt0OKP WIND SPEED•IIO MP. H. X.024•OSTB1-w 14xG4S ow •' - 3•SQ. POyT.121-2',61/2' WELAAO •20 LNE LOAD •30 LIVE -LOAD -20 LIVE LOAD -30 WELb0. 20 LIVE_LO4D�20 UVElOAD•30 %032"WI(8"I4•eu< `rAp[p a_ © 3•50'DST+ )-- 2$X S xo2wwn¢ww.sus?•T•SO POST+(21-2X61%!• . 2�2T-SeYra LBrX032'WI IW1;14 SMS. - - - ,Til-SA1re. roTasTTal s,A'lr am AOS' `aAA 3 sc[LPOST. • wRsandaxiR]Sas�eaeE ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS (WIND SPEED - 100 B I10'MPH. ) -TABLE B i b � rcorTOTXa new[. - _ z tr Z MAXIMUM POST SPACING 6 FOOTING SIZE. WIND- 19/23 PSE UPLIFT. 30 BSF. W avrlorAL , • r• w Ts$ aw 3' X 8• X •042' - BEAM / HEADER WITH CHANNEL INSERT s z FOOTING SIZ s�_o r • L T, a� • �L Ja ' / •aa N f + �¢ pF33_ H XM m n XIMUT HEIGHT{B SIZE MAXIMUM POST HEIGHT. 8-7' MAXIMUM POST HEIGHT A . $ 1 f•0' ' WIND- TOO MPH WIND. 110 MURKWIND-100 M.P. H. WIND•II_0M P. H. _m�U • i �.r Far .. F.. •' FO 9.ABz W/SL18'NO SLAB W/SLAB NOSLAB W/SLAB NOSLAB W/SLAB 1Y-8' 3'x8%am 12'-8' - 5-O' 16'-11' ze�.�°•n Ta.. r.•' zvz'wae^ rr az.c• r+rm.m ,. • w 4 C ` a 21:2• -. ff 36- 13'-2' - G'•O 15'-6' z+osa,e•u �CROSS-SECTION _ Tr.. za roso,n ltr•.ao'24'-9 17.9 T -O 12'-5' so5a.nrz"r•,ze' rzSs.,e''e•,rw' r- A. Tea ro• 'se �e•.r-r SEE SEMI - ' ✓ J 31 TO POST J CONNECTION ur_.�-uLw r•rcrrrt.Ttan, +f - ^ .. W 14'.0. 1'Y R'Y nvf• +n .. .. _ -- .. TABLE ARM A. _ _ AAAA. �..w• rr •A.• r .. -. rl ::1, ..�.......... 18CII ES T zz oas .< msvn z m s „ . - _ - PoeTION -aorto JPO% ENGINEERING 5038 .° •. •oa. nrucTurnr• rrmwsu _ ip k+rL •T - __-_.._. -_ - - -- .-. - - _. '• _... _ -. - __ ... _-.. ._ AAAA...__-_.•�.—_.__ __ _-AAAA-.___._.,, , ._ } r 3 • �, alma TICS -TYPE770 PmH O 0890 MP.H vetr Al- z n _ aa7/zzr�•I—ACF12 z.o• —LA' �,:-P•Ob. `� 0')• {I-- [. S.J[r t-IOI.I: �• •[RL{'OST �� I � rz so ..rota roa �•rnu'no[.m [ I "•03• �.� rat •.«,.w {.f'•:'. ar. a•r (, _ 0 . rtnN. meu ppzL t[L r �..�t T;•I�.r a..L.�•r r P.{ e.o• son F.[tr] )o• s, '�_''_ .�_ «q Ln Ira a •)rr.•X L.S• [M Tr.Lar[S]p @.• or' / [ +' S)NK I,p[ SFtEC!I:,I T W. WGr I I ow "1rl.Yws .ox 'n RAFTER I•�: / I No...0 nLP 1 .00,rnrn , .{urwur uurwr {ur4Pr ti )rrrLNr{ BEAM /HEADER W/d[nm4EL Y[SERT 1 RAFTER °" rtacno 2 POST W/SIDEPLATES 3 = I SQ LgTTICE 4 LATTICE IO RAFTER CONN. 5 DBL. ANGLE R)Sf BASE CONN 6 rla a root nsnxPs 1 •.pf 'u' " "' i r'ie..irrla r.•l. Y[ COr°CTOrr 4,6a MP M[ M1PrSN.O 1[[- )'. e', O•x'MITEP ) °'• MID LOK"Olrm fOECrIq YL[Lr[D-F—a•y•-. 1 GII[• `-� 0•x'•rw'LPr • / 9'a.areP•-_ I r". 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