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0008-256 (PAT)LICENSED CONTRACTOR DECLARATION I hert by affirm under penalty of perjury that I am licensed under provisions of Chapter 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 Date Signature of Contractors s� r 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: ( ) 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 perf rmance of the work for which this permit is issued. (7 1 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. STATE FUND 06DWS-po (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 3700 of the Labor Code, 'all f rthwith comply with those provi io, s. Date: `Z GO 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 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. 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 inspecti�onppurpo�'es. Signature (Owner/Agent) ?;� ��'" ^� �� Date BUILDING PERMIT PERMIT - - DATE VALUATION LOT 0008_256 TRACT tM/1 4 (W. 49.27.41An JOB SITE APN ADDRESS I 4XSW V1 4 AWN'1r'AD - - OWNER CONTRACTOR / DESIGNER / EN INEER MUDAMSON .?SON TORY kit. ! BARR s. Com. CO. 48>508 VIA ANUSTA 56+6 MVIROBON DRQ LA QUWfA CA 92253 CWYAMWA CA 92626 (714)979-5493 Mft 4240 USE OF PERMIT pAaio 469 5.1r W, TICS PATIO COVER (ALUMAWOOD) !%,?12. It; BO #30U PER .APP.ROVFIt PLANS ONLY PORCHiPATIO 468,00 S Esmwl m COST OF CONS'lRec—ITOI.Ii i. 4.411 PERAW M S II D/IAi Y PLAN CHECK FEE 101.000.439.318 8s�.sv CONSTRUCTION IME 101- �00-418-UOQ $90.00 S'1 i ONG MOTION FEE - USID 101.1600-241-000 $.62 PA AUG 14 2000 X, p s -TaIf� CCi�TSTt UCTION AWD PICKY C'.kl�t ' r $149.12 S F'..: -PAM• S $0,00 1t)'2'Ai.1PIMUT FEES DUE $149.12 RECEIPT DATE BY t 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 -I Int. -Latham Final Final si, (S- - 5 - 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: ` ARCHIT , .. EC.TURAL COMMITTEE 'CERTIFICATE" • ,.(Exhibit "A",'to the -Architectural Improvement APPlication and. Agreemen t),t ,The Architectural reviewed�b--� Lmprovement Application'. x been, Y the Architectural and Agreement,' was ''� Commi e j tte on y �'" • and has:. . APPr.oved.' Conditionally Approved d Rejected ' subject to the followin conditions set forth,. below' }' Returned f or Further Information .Required Modifications'. i i } Comments p .. y - Yes •• No' Recording ..to be, . F ` office for roof and/ orbexteriowner-, r -to Count `' eI Y• .Recorder s wall modification`s. De'poslt, quired %C° Deposit Amount Required $ Date -. ---• : �J�,; Architectural Committee Arc�ia-ectural- ttee Gommitt ee Archit ` . ec t u.ra•1'=' r r Committee . -. Architectural Comm f ittee Archite ctural Committee NOTE: THIS -APPROVAL IS VALID FOR 90 DAYS . FROM APPROVAL'DATE ,1. CITY 'OF 'LA I F 0(JIN �� BUILDING G & SAFETY DEPT { APV e . 1 FOR CON TRU.0 I Re DATE L • ti -BY ' . Tony M. Yberta , L ' • - � • .r • , `r Constr Co. �o bC7'�IfCI��'- s 566 Sturgeon Dr. PLOT ID PLAy Costa Mcsa, CA 92626-3145 s f; NAME srrvs ADDRESS 5S'o'8" . - TRACTIPARCEL MAP LOT. •• ' 'ASSESSOR'S PARCEL NO, 1 F REAR PROPERTY LINE c /6 • by '3 ��•��A ', , . ...-, �, .; f - S + . S o1 E`F r -t. EFt P 0. E t E ell T ly r 4. J� l .+t ` L t + N M1 , 's LA OUAlf-IMISPE.; CTION FEE OF $30 ONG'& S WI! BE CHARGED 1F THE APPROVED OVED PLANS ��OB 'CARD. ARE NOT ON AP P R THE 39E OR COWSTRUCTI ED — O INS ECT �,� -�� �' • f . • NO EXGEPT`I6N3!' Y 'FRONT PROPERT .pUAT� STREET , 284-263 REV 4198 ` ' ATTACHED LATTICE PATIO COvERS (WIND SPEED 70 8 90 MPH 1 , - TABLE, A t�'0• + - MAXIMUM POST SPACING B 'FOOTING 512E WIND• 10715 PSF UPLIFT 0/ it. PSF' BEAM /HEAjXR 1iW _ -' [ 4r, -• pECHON RMER y• x B' X .04":' BEAM/ HEADER )_Y. 8' X.042'4 CHANNEL TNSFRI. BEAM/HEADER �� 1 � •�' ' INCLI.JDES' SIZE -POST FOOTING MUIML*A NLAAFIER OF POST S POST FOOTING MINt4U4 I&MBER CF POSTS POST C(XINECTION 24' MAXIMUM _ OST TYPE FOSI.T'FE SPACING SIZE , "E T TYPE NO OF SCREWS ' ,-t..S'.w. •1 f.OtrU � ' -I , • SPACING 512E F >v tics r .' \�-\�[y � - .• OVERHANG. 24'0 C. au u.a =170 MR lni I 2 ] 4 I 2 ) 4 rr sue`s.grnc MAi I 2 ] 4 I 2 3 4 70 MPH 90 MPH • .. \ /, I 10.0' 2'. GY. 024' 1] I}. S' 19 21 2 2 4 2 - - 10'10' X-11 24 21, 2 t - 4 .oy( Il:p' 7.64.024 12.10' 12'b 19 ?I 2 2 4} 3 2 10.1' 29'.9' 25 2 2 4 3 3 �f (�,.. •�+ (H 15 q� 12'-0' 7.6'•.024 12' 6" 12'•6' 19 .22 2 7 - - 4 J 3 2 ' g" 29'-0' 2S 29 2 2 - - 4 3 3 R.l 13•.0 2.64'..024 12' 1 12' 1' 19 22 e 2 - 4 .3 3. 2 8'.10' 28'-1' 25 29 2 2 - 4 3 � �• F4 2564'•.024' 11, 9' 11 -9' 20 22 3 2 - - S 3 3 2 ' 4' 27 7• 2G 25 ) 2 - , 3 •^rrl B`O r"• 20 - 3 2 -- 5 } 3 2. 7:10' 2r'-B' 2G 30 3 2- , 3 3 il a•,.'c♦ los, qucq, .� •': a 15'. r T..-w I I'- 4 ' 1 F- 4 - _ y. /`I mM7- Zf6 '. 032' 11'•0'. I F 1' 20 23 :} 2 - - g 3 a 2 YS' 25.10' 26 30 J 2 S ] 3 2 [ I •/ I ./j pT•10'h' 10'b'-20 23 '3 2 S 3 3 2 7:0' 2S_3''2G 30 3 2nr •03 g•.p 10'-6' 20 .2} 3 2- c 4 4 2 G'�8' 24' 7' 27 30 3 2 - 6 4 425 G'r. g.5• 10'.4, 20 23 - 3 2 - - 6 4 4 3 G-5' ?4-T 27 31 3 2 - G 4 4 - - u^' Ott Lots wle w.goa trm, r.rwugclgo -, 2 0' Z•6j1040 9..0 10'•1 2D 23 3 2 - G 4 4 - •p " e rco $. I - r•no carp stt 1geu Ai' 3 2 6 4 4 3 6' I' 23'-7' 27 31 .�� l) wosssccuw i- E �:.rao.,aw I ec In i a ' I • ..pZ02x10't- B_ _ - _ . 5.0 :.G1;4 K4' g.h' 10' 2 - - J _ i-'.Y 21'R' 2� ?r- wNl "t r 6- or !• '..ON '•1I' b-O' 17 - 1h 2 - - _-..4. 2 - _ S'•P.' 20 b- .22 2 - 4 2 - ____ :S a - .o[raa.fwlNrn•' : "�„� 11 2.64.0'-4' B'-4'. 9•. B' .17 20 2 [ - 4 3 •3 2 S'-3' 20'-1' 22 2, ? 2 - - 4 3 , a lot's I- ■ I ' J w�'' ' t _ wgwnto.lofl��•+-r may` w rte, ,-�...,.,.,L.,.,.„ .,..,,», .., ry 12-U 2-•6}.O}2' 7'- 9' 5-A' 17 20 2 2 - - 4 3 3 2 4'•11' 19'5' 2Y - 2 S 2 2 - 4 3 3 2 .. ..w..•,�� fn eu•, +oolwKa °cans' �qC a 549 1�113• 2 6Y•DD2' 7'- 7.0' 17 20 2 2 - 4 3 ] 2 4' 8' IB'-9 22. 2S 2 2 - 4 3 3 2 tx[a fw. l4-_ 2'4'7.052• 6.10' •9' 1B 20 3 2 5 3 3 2 4'-4' IB-3 23 2G 3 2 5 3 3 2 OPEN LATTICE -TYPE PATIO COVER - -' 15.0- 2'•6}•.040• 6'• h' S.6 16 20 3 2 - - S 3 3 2 7-r 178 23 26 3 2 - - t. 3 5 2 16-0• • 2'- r. }VA 0 6. 1• B'- 3' 18- 21 3 2 S 3 3 2 yIO' 1T-3: 23 26 3 2 - 5 3 3 1 2 8 . atgq.wc z I x 13 a i [• ' B•0' 2%GS•024• 7.3` Cr'9'•IG IB 2 2 - - 3 2 - - 4'-G' 18'-9' 20• 23 2 2 - - 3 2 - - 8 t•11[[ - ano � � 1v,1' 9'•0 2'•L45024• G'•8' B�-B' 16 18 ? 2 = 3 2 - a'�2' 180' 2C � 23 2 2 - - ) ? • _ q- 2.6Y.A2' G'2" '-4' 16 1 "2 2 - - 4 2 - - }'•10' 1Fa' 20 23 2 ? - 4 2 - - 1 o II-p 2k 6Y.9322, B•9 B'-0' IG -IB 2 2 - 4 )` 3 2 3'-7' IG'•B' 20 23- 2 2 - - 4 3 3 2 _ k, - "`"rn• 7 - ,z IZ•O'' ,6Y•4Y' 5'-4' 7'-9' IG 19 2 2 - - 4 3 3 2 3-4' 1G%I- 2 24 2 2 - - 4 3 3 2 ••t•r rgt•[tq I J ISO' Z•G4.04CI 5'0' 7'- 6' I7 1 9 2 2- - 4 3 3 2 3'•.It 15'� 7' 21 24 2 2 4 3 3 f 14.0 2'4'•074 4•B' 7'•3' 17 19 3 2 - 5 3 3 2 2°11' 15'-1' 21 24 ) 2-- 5 3 B'O' J 21 •..0o , gL,cgr LalSlwG • r y0.r, 'OSI •,ygn•1[S ' _ qL W[K/ jj )-!0 a 01•'.1 Y•B e r s '� C a•S4aON 41 .001rw. T s coq act wA'[f. ac F-x SPACINGA TABLE 8 ' fhSTENER / ANCHOR 'BOLT CONNECTION TABLE C Icor nv[s, a ccwL ._ _ .s•^"RAFTER TO BEAM CONNECTION , BEAM TO POST COI 4ECTION O - - PROJECTION I W O.C: 20'O C 22' O.C. A s.4rr 3O- ,r - 8-0 024' 024• 024' �I w1NDSPEED•�rfrtwgJD SPEED•90 WtJDSPEED.7DMPn WINOSPEEO.9OMPN • a4�rca [ac sus, o>'lowf 9'-0 024' .024' 024' �, L • o FiAFTfR TO BEAM R"FIER TO BEAM SLAB ONFTG. ON SLAB ON FTG. 10.0' 024' A24' • . a , + . x.a�t:. fu ' •'.rmwwoocwsl•[,,Kts: 1w•, ot, wa K•t,n. ••rqo'•nqr•.vcO. ;rnG-ts - s X ,[jr.i, .I S•• _ a 024.' -!-Io- .024• 024'024• f111 1ua••ra.lo.oi•usu.s 1- i1••.o ssrrs .0qrz✓..•ls.riaoont ssaprss o.,,-.- .woaasr's '] 6X23 4 •a1 LY-O, .024' 024' 32.w 032' 032' 32' ......o•a[fffSro awc. ud s•rrn 14032' 01'' .032' 032' 032 040' .0POST BASE COIINECIION- - 2•' CROSS SECTION J 160.032' .040' -43 WI -No MPWIND SPEED .90 MPH. WIND SFEED•704PH. rO SPEED- 90 MPH _I ' N SLAB ON FTG. ON SILO oN FTG. ON SLAB ON FTG. Cal SLAB ON FTG. •f 1 • 3.5aw. e A. (�!]r..sonz•ro•rrs„,.twr.•cYa.rcs,- 7J'ml.' oroA vlt,a•nmoq nu w. oo.s: ni1a c s.e au,mn,•ao.r.olotc..rs.u a 0' 024' 024' .0241"" 0, IA noa17 lovnaas 1.0u. .116 los ..,on •r 9'-O 024• 024' C24- SOloSI. 421 2-a6vV 7 5•d. .•e • • e t , » •'°°� � . .» ... .w. .•. . . 1. • .. OL••.1161•M S.4 -Y['•. . sq.r.z�"a-u••.r :iA?D +..cP 6 �..rri4 •• •• .• .r ••• 9J rsu rom-u,-r-c,a• ,. N Id-O' 024• 024' 032' L � tlriulao .i,m �• .w �,.^ �nKk> ..... - gnu•', llt,. •• frf a If•O 032' .032' .032' a••,• „�rtn oo.r 1 ea, :yaw{••• .•r•. i°»a,�.to vs a • 0 IZ•Or 032' .032' '.032' ..sus , z,�.o sws t,�.0 s•a ,:•�.v s..a .r.. Y .. ,. r.T.v .... •.... .. r.0 r ,. r 1•'yy i.�.i . 14 b 13`O' O32' .032' .040' o ! i�.'sui o o? sot o [W vo a o sato [. r......» .......»,....... s «.•rid,.. ti1. ... _j 14'•Or .040 .040' X040' S real(. ,m. los, ..roc. los, ,..,m . ioir ,, .,m.. • • _ - •, - t J - 4 t,. •,�z• ,u. tS. r.- �/r =.z. . 'r. ": ...r... r,.... _,•.. za t..w�:K 't••A6''rK �.,,.p_ - j �.»r� .�•. �r 4 t. atil,.r'f16•riOv GlV �q t,.v a ^:C.t .....«moi,•.,.. • � - • ' r ,.' •- I-[4oii°%:Fii, .�� y�:'' - E,/_-•..•.�%\ t .,. ,r .•, r.^, ..,..«....•.r'•r.. ........ ^r:... `... ... ,., :�i: i . Y c ♦ - .•.....». .. r.. ;•�`'. �°� ... .........A>fb^.•. �,t /�)/\`�1.••- �f . LLUA80 7gN' . .-".-£'L� _(F�' FOX,ENG1NEER1NG "w •,.,». pA7pDprERwJ24'MAXON a 4FT.,a;a ve • . .�E_ gEFM t0 -�gJ- ♦.ra. w. roa. .rwucrw•. [+o.. L L •0.209 30 PSF ru «; va! i Fr arlwAtwJ C04lPA8(r • 5038 WIND SPEED • 70 B 9OMPN ,rw . ,»c • [r Ho'r'n ur. - I o 12 as ac[i 1 )`i':.: . [ • -_ ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS (WIND a _ SPEED - 70 B 90 M.PH: 1 TAS A i _` { y4 {q ~.,•'. Y -• ...• Sj . MAXIMUM POSE SPAGNG 8 FOOTING SIZE WIND , D/19, UF<IR.10/IS jY? 3 X S' X .042' BEAM /HEADER WITH CHANNEL INSERT' - i FOOT G 12 - /,.we✓� o.+. a j� �K v yf� MAXIMUM Po 1 HEIGHT"8 SIZE , i'rp 1 • g ♦j3 L•' e' g MAXIMUM POST HEIGHT • 8'•7 MAXIMUM POST HEIGHT'. 11'•0' t WIND .. 70 MPH. WIND . 90 MPH WIND , 70 MPH WINO • 70 MPH, < x ie 17= 030' 12 -SLAB •' SLAB • w SLAB •t SLAB w SlAO .I g,AB ,.o SLAB SAB m' . 8' Y-0' 16'-11' .,rY'IB"r7 "'SG'S4„a 18:.2-P' 2Cam ' IB'•aZr"2• m,e" '. ZG;'• 4• �•• w Y 3K %.03G• 15'r 2' 6- IS'•G' Zi'aoud' I ,Z 8'8'so. 'r 2--C�n.,� 18'r ° £l7wtb" ,2= 'SEE ffMl• • 4 - it 28-9' 3'% x.042' 17-9' 7-0 12'•5' 2'-5 so„d' tB"aZ-21 89'so, ®). 2:G•'' Z-ETs4+, IB'a 2:4•„ 3'•O18', Z•9": TO POST, e•a • s wv r,i ) CONNECTION X3V J � TAS • , •3�f.,a I • [ . rosr II[wlrry J 14.B• .X X..030' IO G" 4'. G -la.r ' '. PX7"' :4 w. r+' 8. c 2'" • s.s b S BU•.•[•Opl' I1 17_7. e 7 15'- 72za.Id'Ig', '•-Gza.e:'0'h Z4' BELOW. • ~ ,) ' /ca:�ee slz trot •ra•ir[, \ ,F- ;i o: SX B'x .036• 12-T 5'-0 14'-2- 7.2 so.d" IB". 2' ,• Z-61o,e) ., •'. 2: a4a1N IB', 'r"-8m,e^1 ''� • •i+ - _ •/ ona•o� ton ancwc nc m[ o.W"',�•- - 11 SX8'K 012' 14 9 -.5'•10 11'-4 4 rrrroa,�rosra 0 20-7'- 0,•18•,2-0""2'G54,e I .27'-gsa.e' g/'�a", r a+ewines e)e siiena, y.. i • -4 FASTENER CONNECTION - TABLE • [,{ . RAFTER TO BEAM. CONNECTION f • uuu rrer .L �p¢t ihaF {,'l Q WIND SPEED-70 M.PP..IH`. , - w1N0 SPEED- TO MPH.- wIN0 SPE D 100'MPH WIND SPEED IIp Hpµ I ,a, 10 RAFTERTO RAFTER rasa rasa awr. •- - ur•ews.ri [Ke sAe LR srs,rs•a.s' )r••uTar cur: •�•. u�s•..e,rs� +z BE 7pupr)Tie..O,i AM TO-RAFTER OR. irnue ro BEAM a4r s•ra zr). •-...••e,.nn ,,.,.• „r,. +•..rotor [w. 1•.r c -, { - yr - �' .} ..•y.I. ` IS rrr vo[ve•nce �,•m ars. ❑••a sra.K, ,•-m•u - ••muu .,,a r. ,, „-roue • �eou vsw - V• - a OPEN LATTICE- • lK•ap[a e•nra. r.l.•,2 Sr5 ' S•i ,•••,21ri r2r-m Sui •,• " . TYPE PATIO COVER •1p1•u ' •t I . or.0 u.so[v a,rrce a. vav e•rrcA .rani - • s . roue I .. cr•c I � Fw. va a •,viers � „} K , � .uo.rrcna• .,I or+u . .. POST .TYPES BEAM TO e POST CONNECTION r+rr X.024 Pp6T,121. 29t G112' r-. WIND SPEED, 70 MPH. 'wr(a I Me..<' p• WIND, SPEED 70 MPH. WINO SPEED- IOD MP H. WINO SPEED,•IID MPH. {`. •� .rrw. - - m3. S0,P0ST•121-2'•G 1/2•r rLNE LO40 20 LIVE LOAD ­30 LIVELOAD-33. LIVE LAAO-30 O,)[ e+n•IK o[A ) X D32"Wi IB 1•r N- SM& = - LIVE LOAD 20 UvE 10AD. 30-UVE.LCAD,•20 LIVE LOAD •30 easax•c[ a ©3'SQ POST•1212'XGIl2' • - ' I • rr X024' Mr1121-•M SYS: 'a O i - 4❑ - ©' i . _ Y 01 T'SQ POST.421-2•XGI2• } 22 4°f ,zLSw•/..e.ger z rzI veins us..I .. • [432:wr L12Ug4 SMS. 1- . .. C •z,.�..'r ra. mens. I:I v,'r •.aro nut i. aowK sou ,osr. - '" -• . _ - 3 ' .rasrtaa3 man sa. ea •ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS (WIND SPEED - 100 8 I10'MPH. ) - •TABLE 8 may„ b rooteorrA •eon. - r {' MAXIMUM POST SPACING B FOOTING SIZE;. WIND • 19/23 PSF UPLIFT • 30 RSF. r i s'rs mlb X 8' X ,042' BEAM / HEADER WITH CHANNEL INSERT, S O. , ,T ,� , Y ) .Z IN 1 ' 1 . • ¢ yy(( ¢ i� - X'S+ - MAXIMUM POST HEIGHT B SIZE , [ , L`-� + •J �. ars i w a MAXIMUM POST HEIGHT. - MAXIMUM FUST HEIGHT_ 11`0' <g.o WINO . ICO M.P.H WIND - 110 MP,µ WIND -IOD M.P. H. S ND SLAB ) W151.18' NO SLAB W/sI A roSLAe w/SLAe No sLAe wl st,,,e m o " m 178' 3'X sn pap' 12`8' 5.0' 16'•1I' r•em„e•' ,r•. r••' zww,e•' e•r u.e• zarso,e Ir•, .•. CROSS•SECTION �. - •. - � 21:2' 3'%B DJG' - 15' '2* G'-O IS'-G' z,o5o re•" a•, ,ac•' Twso)e,nYlae,e•z',r•t zo•' >•am.e+',a+Ina" • � •. 24'-9 3XSX042' 17'•9. T-0' 12'-5 sav,e'n .e••rze•'x rrn..e•�'w,z•o•' r ne• ,r•, r-o"'r5v. ,r•. r•r SEE BEAM' - • t: J ) TO FUST ' J 14-8 3'%B'Xo30' CONNECTION IT-7 3'x B'x �-g 4-2' IS=G r<sv, r+'m.z•••' r•a51an•'e,•. re• r.r5oea^'I AEyE ABO.E. • ' � .r .. -..I- ...- .I-.0 .-ILII•• - .. I(! OSG' 12'-7* e'.)xx•„I r.u34,e^,',er, ne.n - • _ _- _ ,•r••••- .-.• • [ R 20.7 3%B %D42 la-9• y-p 14'.2 -aso)v" e+, rc• x'-ozo,e•^ r. z,e zs,ry,e^' rd•azs ,,, 1•ho, r•4„o •. :+,o•'zI r •.. a I I -4 rws4er• ,T.rZi a+os4),e.r 1pY• • . - • r~ •- r,I -w .1� .Iu- r + • t • • � )'•{fa. v'a, )'.I•aC,r'Z )`T]a„r't ,f/. a . }Z: r a. � •. �:f..lw' - .. ILII ... ., . i � . '• •. ,•. ,., ,I!•.Ir .,I•,r.'..r .rrl, ra 1Bm-$,<. , . • -' � ' • ,- ' r I +4 cmn.J/ e,�� ;fir m`= • EM E.S. ...� �,� ,• •-, •.� RE�ORTFIO 'Of" FOS ENGINEERING- -04M- n . '� ATTAam LATIX:E -TYPE `•.a • r- er•e.... r PATIO (D+EA W/MAX OH IALRATr _ 5038 . L.L.•20 B 30 P,SF v_a{.1 M At of ,M �e..ti -,, •,:.. ' - r WIND SPEED-70B90 M.P.H r.orrzz.-oi. �• 3 CF 12 ,r13[ 4 RAFTER e 24 * CIC hAX all 0 RAFTER .V RAFTER 24 OC MAX ]O _T &IACtrs"(D G I Ito c 0� ALL CONNECTpN CONNECT13 RAFTER TO BEAM/HEADER OCNI\L 14 RAFTER TO SEAM/ HEADER CONN RAFTER V�_ 112 SCI LATTICE 4 CONN. 5 DBL. ANGLE FO ....: 5 " NN -I- 7a__1 NGILF CCN(,L 1. war W I- ' r I•um•L _ L Icer �'KwIQYf " s {- 'BEAM I HEADER 1111w., RAFTER 2 Mw I. Wr RAFTER e 24 * CIC hAX all 0 RAFTER .V RAFTER 24 OC MAX ]O _T &IACtrs"(D G I Ito c 0� ALL CONNECTpN CONNECT13 RAFTER TO BEAM/HEADER OCNI\L 14 RAFTER TO SEAM/ HEADER CONN RAFTER V�_ 112 SCI LATTICE 4 CONN. 5 DBL. ANGLE FO ....: 5 " NN -I- 7a__1 NGILF CCN(,L 1. war W I- ' Q S I I UUL.ANGLE OCNN 0 -EA ER, pos-r 12 "I Ito (D 0 T- • 2) !POST TO FOOTM CONN. 23 OST TO SLAB COr4N = ALCA"-LAMCEPA170 Covfg C LAILC:K IALNN�l 24) �ATI k� a)6 "LAL� Q I. Wr c_ )ST 80a 1,4" BEAM HEADER To FoSr WTT.- CONN. 20)1 BEAM/ HEADER 70 P09 CONN. .... ......... ... AM/HEADER TDrC9 ....... ......... S I I UUL.ANGLE OCNN 0 -EA ER, pos-r 12 "I Ito (D 0 T- • 2) !POST TO FOOTM CONN. 23 OST TO SLAB COr4N = ALCA"-LAMCEPA170 Covfg C LAILC:K IALNN�l 24) �ATI k� a)6 "LAL�