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0009-135 (PAT)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of tthapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code; and my License is in full force and effect. License # Lic. Class Exp. Date 3 C61 A03 1$4 � ( 40/2( UDate �� Signature of Contractor 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). ( ) I, 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 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) 1 -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 pe ormance 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 STATE MD Policy No. 0633796-93 (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 subject to the workers' compensation provisions of Section 370. of the Labor Code, ,I.Sall fort with comply with tDgsp provis? s. Date: fl Applicant% Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest arid 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. R 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. I 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) ate BUILDING -PERMIT PERMIT# DATE VALUATION LOT OW9- 35 TRACT JOB SITE APN ADDRESS 4a—.,.,s9F. r"AI,lf M.0 ,00 R:T' - — OWNER CONTRACTOR / DESIGNER / ENGINEER MM HALL 1ON Y' M. YF3 RA L0.1987.C. CO. 43.591 PALMA -0 CO'UXr 566 F-rU1; GEON.DRM QtWfA. CA. 92253 LOVA W. SA CA 92626 (714)979-5493 C13I.6 ' 4240 USE OF PERMIT PA11O .736 S..F.`FL A'CrTIE (ALUM.AUIi'C. OD) P.eQ 10 COVER PER PPROV•I,I.7 PLANS . 4r'FiL�}l,rRO 5036 . PORCFYPATIO 336.00 37 13TH"114W Cour OF Ct3141'611RUCIrfolib 4,468.80 PKR_W.r.TrKr'F S AWRY PIAN CHECK PEE 101-000-439-31€1 CONSTRUCTION €+F E 101-000-418-000 $79.00 . . ST11.044 3 MOTION FEE - ;etl7SK) 101.000.241-000 3.50 a i -n SUB -TOTAL COWST)� UCHON "D PT T aWO( $119.30 1XISS YRE-PAID FM $0.010 3'UTEL FrLX ffr F=8 DUE NOW $1191,10 RECEIPT DATE&y BY 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 O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans 8 Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS 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 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) COMMENTS: Fwowor rl tl/+C rnK Tory M. ybarm constr Co. 566 SMWull Dr. Costa Ws% CA 92626 �Fq 364 ......UiLDING & SAFETY DEPARTA CONDITIONALLY ACCEPTED FOR C ONSTRUCTIO N 4UBJECT-To. - -k 7 Of- N-AS,PE �N TALL T rACQ SU :AND ALL APPLICABLE CODES BY N6: I ATTACHED LATTICE PATIO COVERS ( WIND SPEED . 70 B 9OMPH) TABLE A s moo"_ MAXIMUM POST SPACING B FOOTING SIZE WIND .IO/ISPSF UPLIFT •IO/ISPSF BEAM/HEADER Q) & •'l PROJECTION RAFTER 3' X B' x .04'r.' BEAM/ HEADER 3' x B' X.042'4 CHANNEL INSERT BEAM HEADER POST OON4FLT10N INCLUDES SIZE POST FOOTING MNMUMNUMBER OFPOSTS P09T FOOTING MINMUNI(�.I�ROFP0675 NO OF SCREWS 24'MAXIMUM -- SPACING SIZE OL. P06T TYPE TYPE SPACING SIZE TYPE TYPE 1 2 3 4 1 2 J 4 70 MPH 90 MP.H OVERHANG 24 aiw rmr M NAI 1 2 3 4 1 2 3 4 oM[ O' MOIs MPH a L --- HIS s moo"_ ' •., j, �,•. /s t• POSTS ALL, H TO w c. sub AD" FE",r V5`•' I \ � OV Cr ART. 1 a©ooaaoo0� B=E (03S1T nTL[ ILMI • \ y. founw. C9 )•SO P051 . 121 2•. 6r2• ■02•'1x11 a1••r sus • • w ... ... .,. 1r, ..I.,w O.Mc.oY, osMU CROSS : SECTION SCALE: m B7 rsn PosT.ul�r.Gle• ,AT cp(tt."I! . � .wwwYw w .wl.c1 sao � O ro)2' WIIQ • • 1Y) 1 SN111 I r�ec',nnsa�®®�0©oo©©v©Ot Z ' 1G/ �E1MTL S SEE 111YL[3 SEE jAga.11fn' St[ INA[ . [LII I LS[ O w. MY O[ J -+ �[OM YYrIM TMv (A J _-2�•� P- .• B Ipl 31 •.••.. . L ��0m©©av000©�Im A. VAt10 CMM [[[ T.4f .. 599 AAO ..\ I � - WIIrYY rYrlGr■ a rO3T5. VCT• Y[ �\ 0035•SECI10NBELOW � a fLAG,GnnrL 3•A . ��.y�mimoova©©om�a�+mmo©oa©o©0o� `\• �. �• pS� Aeaf .•(t MOIL Mo PYmM r+• [, POSTSvrLL BE 1 i j ••i'' j;,�,- � i. Q. 2L'1. 1•I. ew. ........... ,.•.11w u. )� •1 .ra.r.. d POSSPLAU TBACR �, Y[I,.e--(K[Otp:i), /fJ-i�� o cy to" 0. SLAG. J OPEN LATTICE -TYPE PATIO COVER � 20'•0 waaYA. ... _ _ .i_ xxo -T �MnruYa, IS 1 S.I a o: 0 `.LATER ' BEArIMEAMA J 21 Wr. VO31 .DWT SIn,P POST MISIa[0.A1E3 ' 9.131FL a[s"ACE 3•34 A 024•.1 SLAB 6 rsp.owa foOlrl[i tR Sot MTES. KE rPF POST TrPES. 6 o[TAR. _ - !)l un.. 7jFIL Ii= --- AOT[: U0 ' •., j, �,•. rya POST. 121•M"r r.02••r/1Gr4r r Sri r5ai Fos'. a. - 21✓ur2 POSTS ALL, H TO w c. sub AD" FE",r s9-•-�,2a• L 31.11 ABE Z ART. 1 a©ooaaoo0� a founw. C9 )•SO P051 . 121 2•. 6r2• ■02•'1x11 a1••r sus • • w ... ... .,. 1r, ..I.,w O.Mc.oY, osMU CROSS : SECTION SCALE: m B7 rsn PosT.ul�r.Gle• PpsT. m 1.. 1.. •11 w..,l .....w.....w W. II .. 0 LC - BO E S. I- O N J ( U0 rya POST. 121•M"r r.02••r/1Gr4r r Sri r5ai Fos'. a. - 21✓ur2 fJR a s9-•-�,2a• RESELLS � u- .I. a©ooaaoo0� LL as • • C9 )•SO P051 . 121 2•. 6r2• ■02•'1x11 a1••r sus • • w ... ... .,. 1r, ..I.,w .....wlr a..... :: "•l �I' osMU ter®.. m B7 rsn PosT.ul�r.Gle• 1. w • . � .wwwYw w .wl.c1 sao � m®gi ro)2' WIIQ • • 1Y) r. 1.... - �1- �.. i11 r.• . ,may( r�ec',nnsa�®®�0©oo©©v©Ot Z rl • . .Ylla m 1.. 1.. •11 w..,l .....w.....w W. II .. 0 LC - BO E S. I- O N J aa©©oa�¢�m®©©vo��oo�.BT� ')vf a fJR Millillibm s9-•-�,2a• RESELLS a©ooaaoo0� in" as • • m Kim m sooaoo®EN 00000 osMU ter®.. m sao m®gi aoc�oo�®MU r�ec',nnsa�®®�0©oo©©v©Ot �,��©msonoo© . L ��0m©©av000©�Im ��.y�mimoova©©om�a�+mmo©oa©o©0o� aa©©oa�¢�m®©©vo��oo�.BT� ')vf goo ©oac®�m■�©r�oo©vo0� fJR s9-•-�,2a• oan©momo�m a©ooaaoo0� vono©©��m�©©oon©v©o■� 0000©mm�mmm©©0000©©sem Sao©©©®®®m©©Gone©asp r�ec',nnsa�®®�0©oo©©v©Ot TABLE e FASTENER / ANCHOR BOLT CONNECTION TABLE C 22`O.C. RAFTERTO BEAM CONNECTION pp ONNECTION 024' F4 WIND SPEED -ION W WIND SPEED -9D - PH WINDSPEED•90MP.H 024' W .024.• O RAFTER TO BEAM RAFTER 70 BEAM. C►( SLAB ON FTG. .024• O ��LEE, irA 121•.IO SrS 121-.0 SrS 21-.OLc 20 14E,,L[G E. LEG U L[G 032' • TOTAL I. ---I a -TOuu L -1m.0 D32' 01 ASM srs ..... -0 S.5.2, boos 0, 1•..o 5Y3 H plAif5,0[CGOF RAFTED .1540 ono •-IOTAu •'T A T - 040 POST BASE CONNECTION .040 WIND SKED•70MIRK WINDSKM-90MPH WIND SPEED•70NPH WIND SPEED- 90MPH. t N SLAB ON FTG. ON SLAB ON FTG. ON SLAB ON FTG. O( SLAB ON FTG. r r 21-•q 6r(S !1 ••O sr3 L -•R SW 7e• r SYS . 21.0 Sri i o4 1[a3 as Ra) R TL4 IG.(• ro nAs. �3 VOST� •TOT PO51t1•T••ro,l 1�[o.•v1e1t•••a•oz u iPY.eY1l/(� D l•Y4[vGIrO1. /`" L11aI5.•b•1o1D.TnJG G be1'v; -elAmw 0mo 7 10eI.l n •YL�O. �+ up -SIA-�n (YAB�1 5Gsn..W.wtl L, .032' CBW .164p lV .032' 21-.D SYS 21 .r 5l6 121-.2 SrS 12l S-4 A40' w If" [ s V OR Tru w ns ••• 1- EA.SQ� !•.SOLt•YmO [•.Sa 1M 040' d POSTl TmIIO't -Tm.I IO,�3��,.•Dl.i An,I'.Tm.l ©4 [gym 2• A4. if4BYc • L o I.10 -A fpu PT f(ar 1.. I•L0.4� t.. 150 Bal r, Sn1, 11 ✓)n IAL. iTl 4lv r•S�e 4ir M..iGw ,Y L FOX ENGINEERING. cT OH .•.... ..IRA. . ..... . . ...•..... . ...... pA7TZM LATTICE - TYPE PAM CD&R W124' MAX 0 H _Lie ')vf fJR s9-•-�,2a• • • • no i—P • r�mnwr IrrwY .I rr ATTACHED LCtICE PATID_OOVERS WITH MAXIMLIM pi/ER♦(4 4GS ( WIND SPEED - 70 ago MPH. ) �� q'.a'• _ L I I,I '�"' Z oxo 'a • MAXIMUM POSTSPAONG B FOORNG SIZE WIND . D/Is.wt 3 X B' X .042• BEAM / HEADER WITH. OM ANNEI I F00T MAXIMUM' POST HEIGHT 6 SIZi gMAXIMUMPOSTHEIGHT • W -7" a •Y MAXIMUM i WIND 70 MP.IL WIND . 90 MPH WIND .70 o a e a er TABLE A W o• w1 . 'Y I.- I I W B m SEE BEIM TO POST TABLE BELOW Ac - 1p0• i—ssL;°0M �`T FASTENER CONNECTION TABLE • ` RAFTER - TO BEAM CONNECTION •yr'L - m WIND SPEED •70 MP.H. WINO SPEED -90 MRN: • WIND SPEED 100 MP.H WIND SPEED I10 MPH 1 t J a�T {+P� 10 RAFTER TO BEAM TO RAFTER .70- SEMI TO RAFTER. TO RAFTER TD BEAN mm rnrl 4 _ TO BEAM ri'01 .OSi]SY•u. © 1!1•wgfeLL ■•CI MG 11 M0 SwSnIR'a fa' 2-0SYSq.laO .2—a SYS H1 lh.Q SYS 4.tr4 I^L,wQ SMSCA.IaG QI+QL "LEG .%AQ SYSGICG s�iNLala a u •�.0 v'. • �, » •_ • •••'m••'•a' ••• •f[ r mw.. . I.•rmK 1 . _ ••61anz u.ttG �• M'.OII 1 • •fiTK 1 wllm a1 u1•w9• a 1 1.•rofKl wIL01 qj C416 1.•TOrK1 IQ'. 71I �' '-' - 1 •-IDTAL 1 1 ..TOteL 1 YW O'•• 15 lAQI `tt1101 a.'TCI 1.4• ID aYt lNIDSIIS 1.1•.Q SYS 1-.Q SYi 1 -•la ]YS Ial-1Q SYS IVI•• 'ICY lOf4 D SW - _ -IDYL 1 teG1 YOL OI •.810. lA 90[ 01 aerila t« 0' -CA Q SYS OPEN LATTICE -TYPE PATIO COVER smil 1.-TmKI u.sIDtTO aunF .•MIALI 1. • - rmeu . I •. meC l • .aW1ti10. / - . . ,• .. - ' l rrx[ - rrtmp= PES- •r-" w 'JBEAM „TD POST CONNECTION .Im-Ymur; WINO SPEED 70 MP.N. <Bhe MSNS' o- . WINO SPEED • 90 MP.H. WINO SPEED- IOOMP,H. WIND SPEED•110 MP,H. Lost a.rTw. riBHN? -, -,2 ��O • 20 � �O-'� UVEIDAD-M. LIVE IDAD.30 LIVE LM- 20 LIVE LOAD•3O IJVElb1D.20 LIKeGr. 123 Z;X GU2' �= D © <12}�N SMS: -.sQM. t R>�.�SMS.•II, m*-.&mlmi — Ial ys/Yaoeur — . .. r Ia aY•rwerolmi - 3b • oore3 sm mmisuwu ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS( WIND SPEED - 100 6 110'MP.H. x4.11 ), TABLE B 3 a- - 5 5 5 333777 MAXIMUM POST SPACING 6 FOOTING SIZE, WIND- "3/23 P.S.F UPLIFT. 30 pSF W • •SnLye1 L• =� - - 3' % 8• X ,042' BEAM / HEADER WITH CHANNEL INSERT s = irols" 2 ¢ MAXIMUM POST HEIGHT 8 SIZE 13 FXIMUM POST NEIGHT. - MA%IMUNFUST NEIGM» ND IODMP.H WIND . IID NRH WIND_100MP.H WIND•IIOMRN,u SLAB w/sLAe' No sLAe W/suroSLAe wI SIAB NO SLAB w/sLAeIY-8' 3X 8X 030' 12'•8' S•0' 1■Irl Ira a•^;GTT w ;;-T• r aY-2 G'-0 Ic Le•�I e•• ■zs • r a•aCROSS•SECTION 24'-9 %8X042'. IT -9 T- 1■eI �e••■ra pms e-LaSEE SEMIa s M POST CONNECTION %•10-64-2' 1r• e•.av� Y•aaaW� s+■aIc• TABLE ABOE. rm,rll rs'In ^IY-7 38XD3G17-7 ,'-O 14alrl 11e• Ir•.z� ><mna atr 1 r�alr�n 5.33a.Ir rrsul uia ro+ ff Y v = _imG an +`GwYm 91T• ID■ Mill FOX ENGINEERING 1 ATTAClED L.OTLI: - TYPE REPORT NO �..a .eru r. roa, •twuczuwe• uYurau•�� q ROTOR WIMAK 011 . WPO SPEED •70990 MP.H am/na.e. _ 3 CF 12 , � e -1.M• I I •�a• •mol•-,\•1-ID•�—a.D•�-}. - ':; Imo;. �•.„ _- �L71' —a.01' � - % i. OS' .� 'r !• ,� •. lr••t 0'•]• �Ow. •. o!• •-•• ,/I ]O L.ITr(( t001TCLfa O••Mt I �i Itwm•e Gy e•e:r. • rano nn tir Llpuyl.l e.o• W."sor.•x ran r,•pu[6m So• - ' c'. ow — z?' . t �' s�wc wt Y�•i(`c'wi I ,. „ L — —_ a /vll rra./oYs rso.,wl I ol•' �Waa .031 'r:o • RAFTER •� !: 1[4,•wai ,'UI�r[i 1 iY[i 1pgarjyX 1 ..•j E As YIaW1W, I i40�'M\L .:.u1f 1pD. •w YL Ipur ti .(urlwr .I U �..' z roi ••i R fTVt Wl AM/HEAOERW/Gasf►ELwSExT 1 RAFTER XucnD. 2 POST WISIDEPLATES 3 I SQ LATTICE 4 Lg7TICE'lp RAFT a°t' ER CONN. 5 DBL. ANGLE POST BASE CONN 6 q 513. baI.STY[.a I..►t r ilii ui'ir:j,i,••'••,•'.•,•.,ir�t' .� 4[ CDI.[Lllp ..dt Wi rl! t•wr{a.y )'a a•.0,1'M[T(w taro COrlbl[p llgCR/[711LCrlD I a'a �•w, I . w, r,• t ,a •-• 9'w✓flw •-- i lrt• - .'-"arWY, a[N M[9/ •'e.,.,, rL ,.•o. c. �II✓rcwi.=n�i,n r �t i/'i•t,p.:[ j :i _ ^o• Y[l.fU y,it •[a].4L 0•I YI' - I I T r O.. I ,.� XI.,.x _ �::�� ,• lY— .[ � �r,[[LI.[ � I IIT at.r„[.W I KUL 1•rr lOt[ f i ... cocs•rc O° r'�•rst, t- �V.2. lis. i• 1':azt G • (`•40[•9 /e�c,.l I_—___ I I IS•� r]I. °z••.i S' .s[r .-.w,t+roisl t, ` /aP•.F[IVpaI I .t9O>( ]S, •tL8•RA R . .v6,aNKLaafA •r.I Wm Lp,qyt PIPilOw0[YR141” W M.10 AA •Cl[. 'S r �B -M-�e� IPOST BASE BRACKETr•3WOA 11,0 1p a• .I[. qtP lOy10aNGEBRACxET/AWL' a] sawoIrVIoc!sl/zT s• 8 BRACKETiRAFTER/TOEmmm. 9 ANGLE CCNNeR.F'TEA[ �°•.alow A two•up..•r 4'u4'..ti['n•3•I tFADEREFiW 10 'U' BRACKET -GENERAL II ODL.>NGLEQlIV.��npFplppyT 1 .mnf°"l,�a ro`�twPbm coca• c&".L a.la 2 1i srwcru.t f[L[c\ca a .o.o nDi.wx.wr/ L• f L u.snc \ r\•� i.iz ..e sr.s.0 ya •t LltLzy3'30. m).aa ri -�.•. RAFTER lotr Yz[ a,cyn .li RAFTER 0 24•QG mAX f[t r.fa[s u] •�`•� ° =11 o o — o oma"+,. s•rr _ RAFTER vp.oi[r[.crr Lvr[w r¢w.q >d I • 'add'-* �•J flyor:"� ' fi5 t _ u.r.w[.as sut••�•trr'�0 9 traP.m ' —�� I•na.crrb b•mi • ]r•wo ala -[w 1[L Aw✓rP, LR,1 p�(�• a•rr. L� io4..r( a -.oars ,, Y[T.e,l i— ow re•1o.G I I \ ~ \� 1YL'•ioo �\ B7ACI[E•T UL[G r04✓rfA L W.nwr s[[O! e'r z.•ralrwwl 2• YSl lway w06r I.11 rwl,ur sw/.,, c rrrw c' ' 1 1 , T7 /. `. =•t 3. \.' P lO1a3[atS�prll,tt1• S��a�il2 ..00 Iag9(( z sasWlap..[nnSwYTipO[,0s1A,91 t[ l w b t,lTtltwV ...•• I1 11''''�� +I•y6}: .�• z1Y •9bgelrrOT.y• CJ'ly�„I•..L'~•� j /KL9I.-..!-4.,M1 X[ lQw[RIDw T.Bat tp Tq IG Ylt� I I ny, rr rr,r,rrr,r•,r,r•wrr,, ri/a,a.. rota[. prla/ I�Q TNLIY L'r f•a.n-} _ �.• a.. WALL CONHEC7ICN "^ " ••• a a c ua u [rna U% FOR FREESTANDING —YwiXLL Cow°cio 1 z y 13 RAFTER TO BEAM/HEADER CONN 14 RAFTER TO BEAM/HEA CONN u.o EM13EDDED POST 16 POST Tp $AFEfY $TiV� 17 T CHOi 18 ro ABESOO AN �p lrw/ ean, o].c h w+srlc taut �.,•sra a, m,l t{i YD{ a Sm -n- O,• I alta alas[ aL![ .wYa lcaa,ea - f raw r6l r[n n,oa rle !r[r ya. I ! 1 ., >.• r [i wo/•i. �� • iT lir w[u slli{'Llwr,� w. aeu ii°'c'`a'c"'"[ s' I a s• 4^ i � r , •� i. ti1 o �4. ( - .. Yu.oz• roar �i vYIm'irii' 1•^. _Im T,aaswwn�.► / •r sw t. [ OrTp1l 3. :: ],tR. a I ' J !• :• � �To r[... , �a. ars a a« i�! c Ya✓rplarb ta,nl 1 ,�,pL-•„/ � train -- siwcn,l[faar lata smt�\ ins l,.Ya Y I1pI tai ra Z4.. 1'i rr. ly,w o a."Dw(iwr rm.tcs/ etraip I� s.. sot z4 •t11. °, ,1 , sa 0..rl3 I •I•y[a [.. aola I 34Ga�[�t rrwwr Oegr. I ' �t•oOW M- I I �fri 11 ,,-� J '` a�'{/fQI�N[•,•L♦T•e1(tb . 1 q 1 I 1C43•..OLI•R)a.. /al Irr M.v r1..O CbP tp i1ttM1[,aw tnTG 1p rOo fr4CNat 30[GrP twa.bl(DI9w„Cllq ,fr,~t W- BEAM 1 — _ t00rli I .• atucrto• ��. Yaa.3r[tLcntwr. tar V,1 BEAM / HEAD R TO POST CONN zo BEAM / HEADER 70 POST CONN 21 a `��FLANCE T/�M• 9 _s:o.lz or /HEApERIOfTDSTf•". 2 POST TOFOOTWGCONN. 23 STiDSLAB CONN EVALUATIQz .. brrwtn 90.. T p w 24) I . I RE NO FOX ENGINEERING ,,,' "'�" ODi�NET$�I DETAIL ORx :�: -- ..r.. r, •.a..rwucruw.L .wolruw - ALLYA-LAfTKEAi[IO COVER SQ�B •• � ' IATTKE-TYPE WITq IAi.taQt �lz. t3, ;L�. J,IRTi vALd FY ,[tyYN�.y COyp�A_n• 9RAllFS • ,r. rm)rn.at,• �, II a 12 4###: