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9804-163 (SFD)H N_ W O =) M P_ C) 11) I W r` W 1'� o Z (9) J V (lD LU LU U) Z co LO N ON U °) dQ `r < LL X W — mUU O a: It Z_ ab Z) �C) Q J LICENSED CONTRACTOR DECLARATION I hereby 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 vDate � l L� Signature of Contractor ` � '� + �'­7 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 performance of the work for which this permit is issued. ( I have and will maintain workers' compensation insurance, as required by Sec .on 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. (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 suNeci to�the workers' compenshtion provisions of Section 3700 of the Labor C • de, I s /Ifrthwith comply with those provisions.' ate: �� ApplicantWarning: re 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. g IMPORTANT Application is hereby made to the Director of Building and Safety f° for a permit subject to the conditions and restrictions set forth on his f application. f 1. Each person upon whose behalf this application'fs 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. �,ignature (Owner/Agent) ir.`r� ! %r %"�' Date PERMIT # CONTROL # BUILDING PERMIT DATEVALUATIONS 14),2�s.5i� LOT 2{) TRACT 716 8 8 /1 IqR !� v V JOB SITEI ADDRESS f 78-7413 CON10 Clii.1R E APN 6014-080-01,3 OWNER CONTRACTOR/DESIGNER/ENGINEER THE E NCI TAb CIE CROUP 1;(7.)O U SN11,11,' Nt3 :WX.R & ASSOC. Ifs -til j i�i�\}si.i S I7�t. i�3piS iQt�4'.LF'S MVI: LA QUINT.A. CA 92253 I.A. QUINTA. CA QW3 r'rf(a►77;-()2.27 C.;D,3�,� lt;�H USE OF PERMIT SIT) SFl.)LOT 20, PLAN 300. P1:t MIT INDE-S NOT INCLLJ.X BLOCK WALL.; Olt POOL k+LAN CH1i{..'K FEE K ai)LIC1f1) I.l1 755% FOR MUI.'1'tf'1 !i ISSf.!ANCE QFSANIE PLAN'i'YK. TIZAcr ccfvs*rR*wr*N,*, 025.00 SF ?0fti:Hh'1X11U tilo() SF (:IAfZIi�:iF:1Ct`kt)'�;JK•1• a:�y.uu :{F ENTAIIIIATI-;D C:iD,ST OF C'CroJMS't'4a: CTYON 1'',,1).11.5J_50 Pir'.kMAT FE.. SU MItrVtARY IVONS'iTitt:1CTIONFFfi 101 -OW -418 -WO $7i a,5tt WINN 0 T} CIK F01" I ()1-(•tW-.139 -;l { fi *6,9R N VANXAJ.. PM 1O1 -000 -•3°2.1 -ow $53.50 1;C 1.iLECTRICA[ (-,La,* 101-•000.420-UCtt) S128, U; PJA IN11.11NUx F FE 101-000-41-Q-000- S140,75 twkc^; o Nt{"►'rw1w r f' - .wts1f! 101-()t,K1 241-0041 4 11.93 D1NG V,?1: 1O1 Oi1f)••923d1{)f) k'lr),t10 lh!R�i:siYttJc:'f'IJRI VEE 225-litMJ--+1 3. 42 $4667.6A ART IN fll_ISLIC PLACE'.', -kti.av 70 1 -O(W-255-OW 1Yifi.?3 z , 1HJrAL CONS"?`KI7MION ANI) PLAN C. -HECK $3,92659 LES` IIID%PiV13 D FEl3S V),i)n MAY 0 4 1998 ' 1'OTAl. DUE, NOW &L926.Slo *'sTly OF LA QUIN RECEIPT DATE By/ DATE FINALED INSPECTOR I i I INSPECTION RECORD ` OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade -Ar - Return Air Steel Combustion Air Roof Deck h Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath o �� final _ Final � /—/—.� BLOCKWALL APPROVALS POOLS - SPAS 1 Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final .,Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure `Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection/S. Encapsulation Gas Piping Gas Test _ _6 Appliances Final Final T Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Law Vottage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. - Smoke Detectors Temp. Use of Power Final t9tility Notice (Perm) COMMENTS: . c s• z-4' z•-4• 28 1 28 1 14'10' z-4• z-4• ATTACHED LATTICE PATIO COVERS ( WIND SPEED - 100 8 110 MPH.) TABLE A ' 17 0' o3z• 32• - - - - - - (: ROOFED GOWER MAXIMUM POST SPACING 8 FOOTING SIZE WIND . 19 UPUF.T • 30 PSI. 4 i9-1' /, A, '3 PANEL 'THICKNESS' 3 X 8 X 042 BEAMIHEAOER 3X ►6ERfwAwW.ADER USE FOR BOTH INSERT BEAM/ HEADER 8 BEAM/HEADER 28 28 1+-1• z' -r UJ y"c ) ti `� + + P +ti\ POST SPACING 512E POST SPACING T , UNe CLOSED ENCLOSED 19,-0" o4ol- - - - - - s' -1r 2-012'-0' z z m m 1 '2i z z a Inoa. a- PosT T' YPOE � POST TYPE I IO - M1n • I MIM .10 5) II II I 1 I MPMI MRM MPH. MR MPn MPA .H. O O�$ N O _ Q O OhS JO H __ $ Q I 2 4 1 2 3 4 LENGTH LOON LENGTH IDGK 5 1 Is' -o• 3 /d6o•to/1 8' 0" z 20.424 ze DIe• .aa a -c• 4-2• 4'-z 25 25 is' -e' If -Z' 4'-z• 34 1 34 6 1311LIL7 4 4 3 W -OI z c/ v z IG' 0" B' '- - - - - - l 80. ES .-w-sex ��� '•"�""-•" Tr�+QfDRUCFED-TY ALWA-LATT/C£f*r1T/0 COVER 11JAT10N �. NOTED FOX ENGINEERING Nc P..e >. ppuER Wase • MAX O.H. ,,u ,•s a, / R.IL JAMES M. FOX, STRUCTURAL tNO1NXXR REPORT NL1 .,,,-- E L. 0,20680 PSP A VUM COMPANY 5038 4u• muurN ■e. eoV urn CALIFORNIA daa4d c s• z-4' z•-4• 28 1 28 1 14'10' z-4• z-4• _S7_j 37 110 1 6 51 3 1 121 71 7 4 1 1t -o' 1 3 2417/ 8/ �F7 � 12 17 0' o3z• 32• - - - - - - (: z- r 2'- 3• 28 28 14'- s" z•- 3' Y- s• 37 37 II 6 6 4 131717 4 i9-1' /, A, '3 J18=0' �" - - - - - - r-1 7-2• z-2' 28 28 1+-1• z' -r z -z' 37 37 11 G G14 141717 5 IS -c' 3 2- / 9/„ 19,-0" o4ol- - - - - - s' -1r 2-012'-0' 29 29 1 IT -s• z-0' 2•-o' 38 38 12 7 G 4 1418 8 5 14-3" 1 3 ac/ 10/1 -� E0•0' 1000 - - - - - - 5'.10• ''-I'' r -n' 29 29 13'-5' 1.N• "11. 38 38 13 7 7 4 15 18 8 5 1 Is' -o• 3 /d6o•to/1 0.10 - - - - - - s'- a 1'- o' 1'- l0 29 29 ) Y- z" l' 10' i- ID• 38 3$ t3 7 7 4 I6 $ 0 5 l5'-9' 3 3'' /� . It/, 3 -O oao' 2o'.o2o'D2d' •02'018• ma' 8=c• 4:-2* a•2 25 25 1}8' a=2' 4=2• 34 34 G 13 3 2 7 F4 4 1 3 G: -O' 2 0_0/1 1:-d* 6/ 7 g.0' 02 s ' ma' o2s' ozs a-2 1-l0• 1 s -to" 26 26 I Lab' 3=1o' s' -lo' 34 34 6 414 2 814 .4 3 V -e 2 /: 7 8 10-0' 20' s' 5'932' 32 - _ 7'10' 3'-c• 1 3'-6' 26 26 1 18'-1' 3=c' 3'•6• 35 35 7 4 14 3 8 5 5_ 1 3 7-c• 2 ' / / O 11'-0' 020 102D'MS' 28 - - - - 7=6' Y-3• 3'-3' 26 2G 17=4• V-3" 3=3' 35 35 8 4 4 3 9 5 5 3 9-3' 2 16'6/ / N 12-0' �0 32' - - - - 7'3' 3 '" 3'-'' 27 27 Ic'-g' 3'-I' rt' 35 35 8 4 4 3 10 5 5 3 f-0' z ' / -I 13` O' 0 0' 040• - - - - r• o' Z. o' 2'. 10' 27 27 w z• 2'-vo' z'•o' 36 3G 9 5 513 10 6 6 3 9' -9' 2 J 14' O' ' �' - - - - V-10' 2' 8• z'- a' 27 27 Is' -8' 2'-8" z'-8' 36 36 9 5 5 3 11 G 6 4 to • c• 2 21 0' to/, 15%0' o2s• zs' 40• - - - - c=7' 2- c' z' -c'[24 28 15-3• 2'-6• z-6• 3G 36 10 5 5 3 12 G G. 4 II -3• 2 / • 11/ 13 IG' -0 2e' 28 - - - - - - c'-5• 2'-4' 2=4• 28 15'0' 1-4' 2'-4' 37 37 10 6 S 3 12 7 7 4 12'0' 3 / _ 8/ �. 17 0' sz' 3z' - - - r:-3" 2 -3' z -s'28 14' S• z-3' V-3$1 37 37 11 G G 4 13 71.7 4 :2'-�' s 6/ 9/„ W. 3 -p• 018 018 ao au 024• 018',018' Tss'-2• i•z' 24 IT' I• 4=z• a'z• 32 32 2 2 2 - 3 2 - - c' 0 2 / c/7 ' 15-0' Dia• Ola• 02 0201.024' .024 025' 025 7'• 1' 1-10' 3'- V 25 w= 4• 3, 0* 3-17' 32 32 2 2 2 - 3 2 - - 6'-s' 2 7/8 1.,. 10.0• D16' 018'.025.025 032' 032 - - c'9' 3=6' 25 Is -B' 1 c• 3'c' 33 33 2 - - - 3 2 - - '7:6,z ' / 2a7/e11-0• .024'wwoul 0]2'JO - - V-6' X-3' 3'- 3' 25 Is' 0' 3'-3• 3'-3' 33 33 2 2 - - 3 2 2 - 8'-3' 212'-0' •024 oa4 o3z 032 - - - - 6=s• a-1' 3'-1• 2G 14'6' 3'- I' X-1' 34 34' 3 21- - 4 3 3 2 5-o• 2 '8• / pl 5/10 rn11-0' me' G$B 040 040 - - - _ L t• z-10• Y- Id 26 ' 26 14'0' 2-10' 2-0" 34 34, 3 2 - - 4 3 3 2 9=s' 2 'S'2'/ 9 /11 �..__ 14-0' os2• 32 - - - - - - s'•lo• 2- s• 2'-g' 26 26 1s-�' z'-8' z'-8' 314 34 3 2 - - 5 3 3 2 o=c' z ar / o/, NOTE: J 'Dao - - - - - - 14'6 5=�• 2- c' 2' c" 2G 2G 13' 4' 2'-c• rc' 3 2 - - 5 3 3 2 II=o 2 25-6/34• °/11 SHEET c er 7 INCLUDE LL. 10, 20 & P.S.F. OF 70, +'"� a' J 34 34 30 WITH WIND SPEEDS M, too R 110 M.P.H. r POST BASE CONNECTION TABLE B TAMFCOINOTEi: '� WINO SPEED 100 MPH. WINO SPEED - ILO MPH 1. ]IQ"1NI K CCNMTE SUB 1� CCRACJ( WITHIN 2'-G•OF MISTS SHALL &41 FRpMEDGEOFSLAD. BE PERMITTED. LOST . � \ ON FOOTING ON FOOTING sAALLBESETBACKAW 2. f�TlNG SIZE IS A CUA, I.E., 2D•• 71T X 2? x 2<] cmp �\ 3` ON SLAB •x.042' 8"X042""L ON SLAB 'X 170TAL MIM NUMBER 9F • O Sbc% PER POST A BEAU COIELTION Mae DETAILS P3420, 1. MIR U94GTHbknOISHEETMETALSCJEwsABOVEDAGONnLUNE t5FOR gOMPnMIND.MIK I .042' %p42""' LENGTH AND NO. OF SHEET MESA. Q%GONAL LLW6 FOR "p. H. ILM WIND. .`.� 7 1.1-/N S.e.3. (•1- ll• 3.IL s. • -It• S.e.3. 1.1- II• •.3. • 131. To Posr. { 3/f•4 rO DOST { 318.0 t Va. Into. x Be [N4E011EOT To POST { 3/4•6 . t J/•• [Neto. To POST A}side a• 1 y��+T p��� /y� /+ Icy \l Jl't l• (UV FWTNY. CK , . ANCNOAS TO ILII A Ri ONCNWS t0 SLA4 LN4rD. IKN04 R.t71 O'�JC WNNELTMV Fxm L1.10 r/ r. Sea I/fee FTG.. VA2J-2•XYX W/ I•. J•. 3nE• ro Fra. r/ ter �).�". WINO SPEED 100 MP. H. W'WD SPEED ' 110 MPH. STECL GALVANIZE . I/14• VSEL PL. STEEL GALVANISE WASHER 0 '. 3'. 3114•ITL. OL 100-:�P. a'X.042' 8•X.942' 8'x.042' 8'k041 DKERT tsW PLATE,wAsmfg CAkV. WASHER :7)L (a [•)-I1• s.N.3. POST { 3/4.1 Ai l•1• ILa a.N. TO DOST [ ]/0.1 CA V. WASHER • _ p4 5.11.3.' 1� 'TO W. hA a.N.l. T0703T {2.918.0 CEa(A.L NOTES r.0 SPECIFICATIOKI - . TO • 7 314• [nt0. • 2 1/7• CntO. POST a2-SIa0 . 7 • [Rego. x 7• Casco. �'A;IEWIA� 1. .1-1- ONlon •N •a N•••• •r. NI tee 1•t••a nttlen Or tee Yw11•n f.AId Lng Caw en. - Na7 .el Clow or tee Alwin« C«.tr.etl- L.L! .KNDRS TO SL J/E• AuMR" f0 3L■e Y/ 7•• J•.J/le• ANtN011 T FTC' L.L. U4 10 FTC. N6 X2'X IM♦4" I. •e-..1. A11.1rt. •lien ..r 0. f0. teen ncoe. Arne- W/ t•, see 20 30 STCEL C.V...;, STEEL CALVANIII Y/IN6XZPX 3T[CL GALVANIZE W/I ST Is. -GALVANIIC •lwllr e.0•tlt.tN in•7 ere rNNt.r« .las tee AI -I-. A••-ln1- W ..r• -1 .e WASHER PLATE. WASHER PLAT[. WASHER PLAT[. Ait. J. 01•.1.1 field end rftlra •tt•n0t.•. All O ret. -ll Mn • •Iasi... 71 d.r co.ar.•.lr• .tr.10t11 t 7.000 i '4 } I (•1- /la S.P.S. •1- 1• S.R. tQJ'� t0 0441 { (31- t0 vaaT 0121-5'$0 (a)- 114 S.H.S. to Pant 4 Ill• (4I- /l•-S.N.3. t0 POSttt•S/P/ O 121.310'1• MA' ° (2) - 3/4'J We P..A. [-c-1. •I- .Mu M.• II. 4lntrr tnl.an••4 ..r -it n I. y J/t•4 . % 7 ' [AVN:D. J/sea . : 1/Y . 7 • [n[O.■Il 8 0-e ra-Ltf-. r I -11 nn - fir., nn.r.1 .n-dlaareael 11 L1.• O [as[DIKNf TO AKNOR! TO FTG. (Ratti [Nt TO AK 3 f0 FTC. LL. 10 21 .1•F % G'OJNG 12Y1 Y % 4•COtK, -t1.0. nr.I flee fell. Onion rnt/c.L Sell Dd r1w0 Dn.Nn • 1,000 D.S.F. SLA4 W/t•. I•• W/IMG'X 2'X 114• Sl A4 r!1•• 3••; r/.1M6 V4' EMBED. ALW - EMSM. AW .a •tri ...a•r. .eeu n eea-ma f.l.-11.e At •l-u•a1atN •.d v. STILL c[tAAN[:[ 3/1P PLATE. ' WAIVER PLATT. YA3Nt0 PLAT[. S/fee lTLATC. WASHER Pl■Tg. CALV STEL ePLATE. YAaN(P OUT[. . /. t. A. S.LR. a.•at crN. C. _e1.- n A/wlew 1.4.12 -ll n 707•-Tt. All •IIMr IntLI a 24 IRI -'114 S.N.3. 1•I- 114 S.N.S. OBe 121 -314'0 M.EI• 12)- 3l� F MB :I_ :I_ e •Ent - e•s1w •INN. all init. -11 a«EON N O. S.I. P. W .eN et«Ned eN Ol... ... Here.Nein In nen t0 Poli { (ZI• I/aN . 7• 70 DOST { 17)- 1/4•f • 2• BI a t• -1l 0. nit 01•rbr Dl.• 1/t s• ,I--. dint [eP•n•I- eel%• -11 .. N31a1 ■./► *.It. to it t.r.- ,t -t n .eN.l 1 LL.• [N4LON[NT r0 114.0K NT TO L.L. 7D (2)•1.0 X 6' 121.1•NX 6TCOMG Oer '1.C.0.0. [.d.-. M77. All net. -el be- • .lnl•1- ew Ind / 20' !0 SLA4 Y/ 1•, 7• • 3/10• STEEL FTG. Y/ t•. t• • 3114• STEEL EMBER- A.&' CMBEO. A•&• a. .0. e1.e Pr a ad ateeeter.. teen 1Mt•11Nl- -it Wei - le -.1171.0 N0 il.tq tee e•....d CA V. WASHER 0.. .der..• •/ ANO rerfKt•nr, anion In. end Mlo«tiler. .11 line de.t•InIM t• •K. 0•rtt-I.r INt•11•ll- .HELI n LININ, O 4l- Il• S.A.S.. v07T { 3/a�0 6 <21-518' / M,8 (21.5181118 1.e.. ndlKa, Pan •.«Lq, 1-tt.0 e•t.11. •a.. D % Be LW O. 9 8 a 10. d0- I•ttic. -tt. case, 111 -t 0..erinee, .et. e•r eV.d at -Ltd rurl•1, •N tee a••lf. Idea. M- Ir ON. •-e1N t. tee MN-Nl LL•20 AWCX r0 rtG� Y/2 XS'TO FT LL.30 12Y 3146•}% (21-3M•)xBtONC o1s 1•ctN ern Of tee L.tlin. tall...• 0.•r, elan Per L.G.4.0. :ST[IL GALVANIZE EMBED, EMBED. A.&'.l il. Ngli•. /at el Mall let .r•K•O. •.. lM.l 12.112 ■ 7 f4)- 014 3. R.S :to POST.{ 3181 L 430 X B.• ENDED. 'AIICNOR TO TTG. •STECL Wf2•X.&ALNO•111 d{L uMt A•• . ur 8� ij� © (Al- IAN S.N.S. TO POST {2-5181 !� -10 ' x 7• CARCO. TD FTC. `�� LL AACNOe! W/11/w'xYx I/4' A•t[tl+ nu CalrafuE ..•e.r. aATE. WIND SFEED•100 a 110 MP.H. ' 1ti11t=A N 9 (6o?)zFe �F7 � 12 N=: NO CRACKS WITHW 214.0► POS73 SHONAL BE PERMITTED•POST SIMLL Be SET BACK A MOtlUM OF 4' MM SLAB. 'EXIS RESI 4s`OENCt HEADER/ BEAM -� 3'118'x.042' \_- W/CNNI AEL DLSEWr 34 TIBcx CON- SUB, OPTIONAL �CUNG Ft% OC TABLE A _R N L LNII. 011ERH4NG �4NOA� OVER1ln�tIGR SPAN 40 $ OFj1AFTEq SPAN. G 34WRE. STEEL U['y'- E,P►1' POST, SEE TABLE I SES' G FOR SZEto *% to Igo C t 1 I ` i 7 `y.• t t2, 90 yLr20 / PC ��Cq,�?. _J 1 Cf• 1�t\` .y�r : TAl! Rn■ Lrrrlc[-r.x 1nNC1uRE wA. � At E.cLostO. �A\jam OPEN LATTICE -TYPE COMMERCIAL 3 - CROSS - SECTION MAXIMUM ALLOMBLE RAFTER SPAN - 3' X B`X .042' A IND - 11/18.5/18.1/3 90-8 90- C L. 6- 20 PSE . POST SIZE FO 70-B ® (0g MAX. POST HEIGHT MND SPEED B EXPOSURE Q x8' 171 -•q -IG (2)-4145 pram Rem AND mevlurrOn, 708 70 C. 908 OOC 1008 too •1108 too 1. At seem, decide .N •aro.s • • Per the let..% aalte of t. uwtr•o lellelM CNA A" tec 1«!'Nltlte or to' A&-&-- Cte Iceatlte eew.ol. _ i. aw:rM:A 17JR4 ri N11Ath the AIVAA-ltA••A«l.tIAA e.common. N••I PractP't • rut« rl•u w .IA note .u.Mu•. r LaoO -e.g. .wal MN • «wl•n• !R an <Ptero N•• ar•MtA 0.M. (.dente o1w .Mll M« Age .1.13 &.1eAw.. AN .-It M l NA o"ltl-. Re •. AL1 reetart'• •dell be..« 11«. MN t.r•1 .n-<l•wre••11 •r AA/t1fIN rill. 0.014- ...X.1 «Al «..&4 0AR•wr.. 1.000 M.I. f. ." Atw► weRor. eMll w Mt.ele O.bteaeN or •AACt1N1.N1 eM ater.rW le Aa.T... a.AAR. Am 2 C. a. AlNlww reeteMAR wll « tolA.TA, ill etMr 1«twAR wll b •te-1 of.dell chem t• e.d•Ir rl.tN. 711 "'to HFI -Pa... A707 RAN Ad etteRAH t.t Pltt•'..•TAr►. MI.o for wlto•MMIM(�(''W.Iy/a�t0.G1=/Y/G!<�BEAM wl1 be MIt elo«Mr elu 1/111• -I-. 1. [wNw•t" "It. •MAI M Wllll Solt 8e1%. al it u<A•w •t«l « •A.el ter I.CJ.O. A.R.R.. AQt. n1.tAlt. wl►.M•..e olAleoe cVsrtte .ee. et.t-. •r R bolt Uorbr.. .. a«. IMt.11.ta« Mu eWMr te lwuhlM «..a.AM tM wr .w• Aee.Ae. or tM .AMTNaw«• 60.111. AWA AN •«l.A61I11ty. .. alt AS- N.tolwlM to .«A e«t1wLr WaLLealte wll M dnlN.. I.e.• R.ol«a. N.t .R«lwR. r«tlM «NII. ete. /4. 0«w I %tlte wtl. awe..MIA Ml Re •«l ... «r trw .1 «ll. oot•rNl. a" tM 1A61Rrr le«t MeA tell e.te •MAIN to AM Mrrtetel . .Aa. r I.C. R.O. ar/l.rl~ .... N lM 1011tH. erten, PAw« 11, r« .0 eeuu .d.reM.A. e« RA.At II .r 12 17-S' 17=9' 17:9• 17=3 17=0' 1411' IGr10' 12V 40 %G 40 x 40 s G'-0' 7'-0' S'• 7 G' - 8' S'• 0' LL.•30 P.S. F. WIND SPEED i EXPOSURE .70 8 .. 70 O .90 .0 � 90 C IOO B � IODC IIO B :110 C 14'-0' 1�.'1� 14=9' 14'•'3 14••9' IML" IY.� 12=Y - 403 40 a: 401 401 5'-10' 5'-7' 5-10 5'-0' �rVW-3'X�X 042' AXI ♦L U D&q E HEAM SMN B L•L. 2O P, S, WN'WINNELINSAT wtHDSPEme, EXP05UR[ 706 70 c 90 a 90 C IOP B 1000 1106 Igo C 13'-9' 13'- Ow 13'•9' 13=10 IY-9' 121-3 13='6' 11\IO' L.L..30 P.S.F. WIND SPEED 41 EXPOSURE 70 8 70 G 908 90C loo B 100C I 110 B 110 C 12=7• 1 12'T I IYr I 127• I IY7• I 12-3' 1 12-7 1110• - ATTACHED LATTICE / COMMERCIAL STRUCTURES WIND SPEED d EXPOSURE W POST SIZES AND FOOTING SIZES IND - 11/18.5/18.1/3 90-8 90- C a POST SIZE FO 70-B ® (0g MAX. POST HEIGHT MAX. Q x8' 171 -•q -IG (2)-4145 -7- 1 V- QI-0M UI 8' - 7' I1'-0' 14'-G' I8' -O' No W1sue NO SAO W EACH LEG 14 -TOTAL I 70-B 31SOx.OG2• 3'50.X.062• 3'S2XD83' 3'SQ.X.083'I • x IB• v 70-C. 352x283• 350x.083' YS0•XJ2S" 392x188" 3-0'50 IB •7, xl a 90 • B 350•x•083' 3$x.083" '3'SQX.125' 3 50.x -18g" 3 ' 0• 3- N 9Q -C' 350.X•125' 3 50x•125 3'50• X-188' 3'SQ• X .2s' z ' , J W1 IVZ SO.X Wl112S0•X SMT. II J 114 WASHER . WASHER 70-B 3'SCLlAG2• 3-S0.XDG2' 3-S2X•OGZ- 3'50.X.083• 70-C 3'SQxOG2' 3'sQ-xO83' 3'SQx12s' 3`SQ.X•12S' 90-8 3'SCLXOG2' 350.X.083' YSQ.X•12S' 3'32.X.125 M 30-C 3 52X.083' 7 SC X .125" 3'SQ-1t:188' iso x •25' J J lute roor.alal 1. CONCRETE SLAM ([A1SrloC 00 RAW COPPLIT[LT I10tROIROS Sty rOOTINC. t. CONCRETE SAAR DOES ROT EXIST A.0 NO SAAR WILL NC CORSTRNCTEO AS PART Or TWIS IR11TALLAT100. TABLE A P3F UPLIFT = 14.35/24.2/23.7/40 P.0 NG SIZE )ST HEIGHT 14!-G' 1 18'-0' FASTENER CONNECTION TABLE B J RAFTER 10 BEAM' CONNECTION WIND SPEED d EXPOSURE WIND SPEED & EXPOSURE W 70 - B 70-C 90-8 90- C p TO RAFT 110 BEAM 170 -RAFT. 110 BEAM TO RAFT. ITO BEAM M RAFT. 10 EEAM 70-B ® L.L. • 20 PSI. & 30 P.S.I. L. L. • 20 P S.1. & 30 A .1. 70-B 2)-40,4SJAS (2) -a10 -IG (21-a 14 SMS 171 -•q -IG (2)-4145 (2) -NO -W QI-0M IZ1-810-IG 14 EA. LEG (4. 0TAL 1 X 34 TEX5 EA -LEG EACH LEG 14 -TOTAL I X 314 TEKS EACH LEG EACH LEG (4-TOTALI X 3/4 TE)S EACH LEG EACH LEG 14 -TOTAL ) X 314 TEXS EACHLEG• (4-70T.) A4•TOT.) (4 -TOT) (4 -TOT) M I12'SolX WI 11250.1 W1 IVZ SO.X Wl112S0•X SMT. II 114 WASHER . WASHER 114 WASHER 114 WASHER PLCE,ALUM. PLATEAWM. PLATE.ALUM. P/ITE.ALUM. ALLOY GO"TG ALLOT GOG•TG ALLOT 006146 ALADY GOGiTG -It- NDTm FOX ENGINEERING ;;:.' RC KK. JAY[/ M. PDX. ISTRUCTURAL aNOIHaaR FPF0000 T.L.O.ARN ■e. RON,.aT. CALIFORNIA'. 90340 POST TYPES . 3'Sn. POST + ( 2) - 2'X G IPL' X .024' W I (8)-* 14 SMS. © 3'SQ, POST+(2)-2'),G1/2' X.032' WI(8)••14•SKM © 39 SO. POST + (2) 2•X Ge 1/2' X 0 24' W/ (12)-414 S.L/S• ® 3'SO. POST+(2) - 2'X G IPL• X.032' W/ (12)-:014 SATS. Nr , rTPEC ■.o ASE uu +w Ste■,) co tto.. bOEr nrEt �] Ab 1<I u[ ux0 rOR'ro0ris cD.O[ ■. [SEAM TO POST CONNECTION TABLE C WIND TO BEAM TO POST W$ EXPOSUSPERE 70 BEAM TO POST a s J J 70-B ® ® O ' J J 70-B 70-C (3)-5/8' (3)-5/9' 9170-C '( (2)-Si8' (2) 5✓e' A 90-B@ (3)-I/2'Jo` (3)-1/2'0 90-B (2)-5/8'm (2)-5/8'jd 90•C 22 (3)- I'id (3)- I'� 90-C (2)- Of (2)- I"d -It- NDTm FOX ENGINEERING ;;:.' RC KK. JAY[/ M. PDX. ISTRUCTURAL aNOIHaaR FPF0000 T.L.O.ARN ■e. RON,.aT. CALIFORNIA'. 90340 POST TYPES . 3'Sn. POST + ( 2) - 2'X G IPL' X .024' W I (8)-* 14 SMS. © 3'SQ, POST+(2)-2'),G1/2' X.032' WI(8)••14•SKM © 39 SO. POST + (2) 2•X Ge 1/2' X 0 24' W/ (12)-414 S.L/S• ® 3'SO. POST+(2) - 2'X G IPL• X.032' W/ (12)-:014 SATS. Nr , rTPEC ■.o ASE uu +w Ste■,) co tto.. bOEr nrEt �] Ab 1<I u[ ux0 rOR'ro0ris cD.O[ ■. 8212 J .LOT'tq• yl �i nw �� • �Lv'iF 7 71 . .IB ' / fI D..mr 'Cr L J 8212 J I LATTICE SEE DETAILS SIR. 11 ( 3' x B'X.042' ) 34 THICK CON- SLAB OPTIONAL NOTE: NO CAACICS WITSIIM 2'r..OF POSTS SHALL BE PERMITTED. POST SMALL BE SET BACK A MINIMUM OF 4' FROM EDGE OF SLAB• g4l•t , SEE II Idri W so: T IET POST Sp Cl zlyi FTG. SIZEb MIK HO. 11 OF POSTS. �. :SEE TABLE A, �{ SLATS 9 BIO FOR SIZE. S L O X53 t6�► . \ � AS'p POS J SEE � GEp4c 1 �tNaJ FO01)NG\ FOw SfE SEETABLEA 19TIf T•13 axe L.TIICE-TIDE ]TMO[rYMt M.• wy-t el [.CLOSED. FREESTANDING OPEN I -MME -TYPE PATIO COVER 1 MAXIMUM PRQIECTION 24' 1 LATTICE 24' X K nn nn / HEADER 1 WI SIDE PLT? rip CROSS-SECTION 0[KR.L forts AND SxCl/IC.Tto.e, t. &I-&- N•II• Add •t rnN. n. Mr AT.. 1•t..t N1tI- AT w I.If. ollidIr Cdr w w INT altl•w of ar .lrlwr CM.tt.Ctlew .M..l. I. Al Hirt• .{r•lwr •l1el• AN,N •e•tltrlM 1•f Am—.w.w. nnl.•a • M•1 •r. rrl.t•rN dile W Al.,tlr. A••Ml.tir .n. Ma •.rl or e..el.. Tl.l•M .ItIrN nr...w. 3. All c -,!:Id Wll Na . •lwlr 78 e.• t..Rn.elt• .tr.wdu ./ 1.000 R...1. C.nrnt..IN wtl Na 31' •/.L- utcw.• fwd W11 N lw 1. All fasts .MIH Nu M i1M. rl...l to_dla.rbW nil AT c•rtiflN 1111. O.JOw antro Mll er'I" A—..1.000 ..S.I. S. all .tal ­r"Ll N Nt_IIR 8.1.M/r•d •r .latt•.l.tr .r cra,I•c. A.A.3.7.M. &-a. G.- C. t. 'I_I r f.. L. AFA wit N M..T.. All •w .• . /..lnrn .Il N 0.1.•wl..d t.•1 .T C.O.I.. dl.te. .d. All lt. sM11 cmwf.M t• a.3.7:M. A.30/ .M. Na .t••O.a c.t RI." •.•rt.. MIM f.. Nit. wILN Nit di -t•..!.. 1/18• ert 1— S. [•Mrlr LAIN Nll N Mtltl A.L Nlt• O t3 -FA- ZI e. -A MT t.C.I.O. E.M.M. .eT. A11 N14 wll Mw • LLwLer e.ween• .dM dl.t.ta M f Nlt dltt�t.n. 8. (NA IMNII.t1M AWLS OMr M Idrtll/lw8 t•8 It•lr W •••. eM As& It •f lM wr..f I...- dN1Iw l••d. s" twel.••e 111 . All It.r Mrt•1w/M N •ec. MetlMln Irt•ll.t1•w .MIH M clrelN. I.....NJKI. WA..Rrlr. /841.8 AN 11. .14. 10. OV- !.ITA— WAS. c.re .Mil MA N trl...d .1t. NT ETM e1'M1N r... i.l..r =bVest" EWAN •• -11 W. -11" t• w M.rrNl RMJMa.d .ra •I w 1•tuM. ..fan.• ...•.. •tr. Mr I.C.f.O. Ctla•el.. n. /.r 11 4.1.11 r•t•r.Mo..w l..a 11 AT 12. DEAM TO BEAM/NEAOER RAFTFA LATTICE / COMMERCIAL STRUCTURES TABLE. Q BEAI w POST SIZE AND FOOTING SIZES WIND II/18.5 /161 /30.6 UPLIFT 14.35/24.2/23.7/40 }• 5 I TO WT TO BEAM N11� 3 I&THICK CONGSLAQ POST SIZE FOOTING SIZE •_D2_J / HEADER 1 WI SIDE PLT? rip CROSS-SECTION 0[KR.L forts AND SxCl/IC.Tto.e, t. &I-&- N•II• Add •t rnN. n. Mr AT.. 1•t..t N1tI- AT w I.If. ollidIr Cdr w w INT altl•w of ar .lrlwr CM.tt.Ctlew .M..l. I. Al Hirt• .{r•lwr •l1el• AN,N •e•tltrlM 1•f Am—.w.w. nnl.•a • M•1 •r. rrl.t•rN dile W Al.,tlr. A••Ml.tir .n. Ma •.rl or e..el.. Tl.l•M .ItIrN nr...w. 3. All c -,!:Id Wll Na . •lwlr 78 e.• t..Rn.elt• .tr.wdu ./ 1.000 R...1. C.nrnt..IN wtl Na 31' •/.L- utcw.• fwd W11 N lw 1. All fasts .MIH Nu M i1M. rl...l to_dla.rbW nil AT c•rtiflN 1111. O.JOw antro Mll er'I" A—..1.000 ..S.I. S. all .tal ­r"Ll N Nt_IIR 8.1.M/r•d •r .latt•.l.tr .r cra,I•c. A.A.3.7.M. &-a. G.- C. t. 'I_I r f.. L. AFA wit N M..T.. All •w .• . /..lnrn .Il N 0.1.•wl..d t.•1 .T C.O.I.. dl.te. .d. All lt. sM11 cmwf.M t• a.3.7:M. A.30/ .M. Na .t••O.a c.t RI." •.•rt.. MIM f.. Nit. wILN Nit di -t•..!.. 1/18• ert 1— S. [•Mrlr LAIN Nll N Mtltl A.L Nlt• O t3 -FA- ZI e. -A MT t.C.I.O. E.M.M. .eT. A11 N14 wll Mw • LLwLer e.ween• .dM dl.t.ta M f Nlt dltt�t.n. 8. (NA IMNII.t1M AWLS OMr M Idrtll/lw8 t•8 It•lr W •••. eM As& It •f lM wr..f I...- dN1Iw l••d. s" twel.••e 111 . All It.r Mrt•1w/M N •ec. MetlMln Irt•ll.t1•w .MIH M clrelN. I.....NJKI. WA..Rrlr. /841.8 AN 11. .14. 10. OV- !.ITA— WAS. c.re .Mil MA N trl...d .1t. NT ETM e1'M1N r... i.l..r =bVest" EWAN •• -11 W. -11" t• w M.rrNl RMJMa.d .ra •I w 1•tuM. ..fan.• ...•.. •tr. Mr I.C.f.O. Ctla•el.. n. /.r 11 4.1.11 r•t•r.Mo..w l..a 11 AT 12. FASTENER CONNECTION TABLE TABLE I B DEAM TO FREESTANDING LATTICE / COMMERCIAL STRUCTURES TABLE. Q o w POST SIZE AND FOOTING SIZES WIND II/18.5 /161 /30.6 UPLIFT 14.35/24.2/23.7/40 TO RAFT. 110 BEAM I TO WT TO BEAM N11� C POST SIZE FOOTING SIZE •_D2_J L-4014SII.S12)-010-IG C g MAXIMUM POST HEIGHT MAXIMUM POST HEIGHT 121-4145 121 -4D -IG 48'-7' W B�-7i1 IIS Or 18' 11-0, 14' G' I I -0 EACH LEG x 314 TEKS EACH LEG X 314 TENS 14'-G( -OM resu l LAW NO SLAB WSLAB NO swe W1su9 I NO SLAB WISLAB ( 4. TOTAL 1 E LEG 70-B Y%xOG2- 3-SOXOG2' 3'SQ.xOB3' 3'SZ.x.063' 2''G • EACH LEG 14 -70tAL 1 LL 70-C ]SQx.083' 3'SQ.x.O83' YSQ.x.12S' 3'SQ•x JIB' 115* 3•'2'50 x =1I' I P.A. 1 ' (4 •TOT.1 U) 90.8 7'SQx.097' 3'SQY ABS' 3'SQ x.125' 3'SQ.x JIB' IB_'. .4' p 90-C 3 S(LX12S' 7 5".188' 3' SQR.25' 3 � 50X188 B >• -11' 19 4'-2 ESQ -° 18'! 3'-7 SQ12, x r E N W/11/2 % X 114 WASHER V4 WASHER J 114 WASER 1/4 WASHER SHL11 J PLATE.ALUM. PLATE.NIIw. 70-B 3'SQ.X D62' VSQx AG2' 3'SQxOG2' 3'SCLx.OB3' 2.a SO. IB!2..-x _G' 2-11 • ._ 70-C VSO.X.OG2' YSQ.X.083 33QXJ25- 3-SQ.x.12v 'I x01 B• Y I x IB• X -I•_ 3X11 IQ_w Of 90-B V50.X.OGY 3'SQ X 083' 3'SQXJZS' VSO. X1ZS' 9 G. 7' O' 181 X -11' x I . n 90-C 7 SQ,i(l25' YSQ.X.125' 3'5O.xJB9' 3'50-x •z5'XIA •- 4 X . 3- 1 I J J welt Tao*.oT1s1 1. -CONCRETE $LAS I[f ISIIK OM At.) COML[T(Lv SU.MOUMS .CM rooliwt. 1. COKR[I( SLA@ 0013 .Of (-IST LA0 w0 3118 PILL It CO.31.aCTEO .S ..n . Of TM US.I.11NLAl10M. FASTENER CONNECTION TABLE TABLE I B DEAM TO RAFTER TO BEAM CONNECTION J WINO SPEED b EXPOSURE WIND SPEED 8 EXPOSURE Q 7C - B 1 70-C 90-e 190- C ~ TO RAFT. 110 BEAM I TO WT TO BEAM TO RAFT. ITO BEAM I TO RAFT. TO BEAM C L.L.. 20 PSI S 30 Psi. L.L. • 20 P. &I. b 30 P.S.I. •_D2_J L-4014SII.S12)-010-IG 70-C (31-5/8'0 (3)-5/8' or 21-414SK5 (21.410-iG 121-4145 121 -4D -IG 121-0$45M 121-slo.1G 90-C (2)- I'PP(' EA. LEG X 34 TEAS EACH LEG x 314 TEKS EACH LEG X 314 TENS EACH LEG x 3/4 TEKS ( 4. TOTAL 1 E LEG 1 4 -TOTAL 1 EACH LEG (4 -TOTAL) EACH LEG 14 -70tAL 1 EACH LEG. l4-IUT.I (4 •TOT.1 ( 4 - TOT I (4 -TOT) 14 W/ I Urso. x W/ I12 SO. X .1 112 So. X W/11/2 % X 114 WASHER V4 WASHER 114 WASER 1/4 WASHER SHL11 PLATE. ALIAS. PLATE.ALUM. PLATE.NIIw. {LATE. ALUM. ALLOY GOLF ALLOT GOG•TG MIDI CDQ-TG 41DY GOG&TG POST TYPES X.024* W (8)?u) 144 SMS. . . Q 3'SQ•POST+(2)-2'x61/2' X .032" W / (8 " 14 • SXM p 39 SQPOST +(2) 2ex6;1/24 X024' W1(12) -•w Sus• ® 3'SQ POST+(2) - 2'X Go 1/2. X.032' WI (121=414 SUS. 'TIAAS o11'jSC1O.e0 . In .as Y( Yf[0 Aft r TIKE Q LJ . IR[ D3[0 /011 FOOTING COMOt , ,/s. P AN, , S a r Atd ,fI alOF ATYt.- � llh4j 1 J.i4lt . •� �! Y" �I • IS •.1� LCBQ ES . ALL�TbN REPORT NQ 5039 DEAM TO POST CONNECTION IOISKIL p1AWADSMCaG109 (ABLE I C WIND � TO BEAM 1O POST WIND EXPOSURE 10 BEAM TO R7ST IOLI J J 70.8 L4f C 0 /' -J J 70-B •_D2_J ❑2 70-C (31-5/8'0 (3)-5/8' or 70-C (2)-5l8'P (2)- WO 90-B 13)-1/2'fil (3)-1/2'1 90-B (2)-SB'f° (2)- SB'jo 90-C (3)- 3)- I'Or 90-C (2)- I'PP(' (2)- Vir POST TYPES X.024* W (8)?u) 144 SMS. . . Q 3'SQ•POST+(2)-2'x61/2' X .032" W / (8 " 14 • SXM p 39 SQPOST +(2) 2ex6;1/24 X024' W1(12) -•w Sus• ® 3'SQ POST+(2) - 2'X Go 1/2. X.032' WI (121=414 SUS. 'TIAAS o11'jSC1O.e0 . In .as Y( Yf[0 Aft r TIKE Q LJ . IR[ D3[0 /011 FOOTING COMOt , ,/s. P AN, , S a r Atd ,fI alOF ATYt.- � llh4j 1 J.i4lt . •� �! Y" �I • IS •.1� LCBQ ES . ALL�TbN REPORT NQ 5039 ._7.21).92 IOISKIL p1AWADSMCaG109 �►,+� FOX ENGINEERING rAL� "ON'C JAYS• M. FOX. STRUCTURAL tMOIMttR• )888 T■LIGRARM 89. MO•MfT. CALIR4■IIIA 0024• �"�"4�^' Ccs & ERCIAL STRUCTURES FREESTANDING LATTIGE-TYPEE-Y4. L.L-20 L 30 RSF. BAND SEED b ExPOSIAIE • 70.8 70{ 909 b 90•C .VA4-LA7TTCEPA77000VER . LLEY- ALLRAMAI C"PANY• UNC n 16021211) 6224 1 .fAl IL6Y8L- 9 of I2 d.aT �. Ep ��_K K. I I! 100 8 3'MILo l a 100 C 3 Sp.x 125' M 110 8 3r=-%- Des 110 C 2154•X129- J J NOTE: REFER TO SHL 8 S 12 FOR CROSS-SECTIONS 8 DETAIL CONNS. TARE FOOT1IOns. 1. CORERTt SLAB 1111STING OR KW) towLtTtLT Su*omms N110'DOTING. I. 9O TMITC SLAB ODES ROT [{ltl ABO -0 SLAG WILL AB CONSTRKTED AS PRAT 0P TNI! INSTALLATION. FASTENER CONNECTION ( ATTACHED 6 FREESTANDING) TABLE C BEAM TO RAFTER TO BEAN CONNECTION a ATTACHED LATTICE- / COMMERCIAL STRUCTURES - 100 B 100 C POST SIZES AND FOOTING SIZES WIND - 22.3137.1/27/45.5 UPLIFT - TO RAFT i TO BEAM TO RAFT I TO BEAM POST SIZE TO RAFT I TO BEAM FOOTING SIZE a7 p MAX. POST HEIGHT MAX. POST HEI o. 3 w 8'- 7' 11,0' 14= G' 18'- 0- 11-0' 14'-6 we WISLAe NDSLAB WISL 121-U4-14 TENS, EA. 100 8 3'SQXD82' 3.3=25- 3$X.1$8' =X.1es' Gxgt8i11fS0' 3$50x lAt: 0 100 C 3'54X.125 YSO.)L188' VMA.leB 312'SMXI89' #ijW19_AB 50X1 �DCY4' 'llt X18 &V f 4 -TOTAL 1 110 8 799 .)u25' 3'90X125' 3'SCItl e- 3-SCx25' 50x8 }4' BiX:N 110 C 3'7CX12S' SSQ4,168' 3'914125 302'54X'Sg1 10.5' '•250X8 -x: J J J 100 8 3'MILo l a 100 C 3 Sp.x 125' M 110 8 3r=-%- Des 110 C 2154•X129- J J NOTE: REFER TO SHL 8 S 12 FOR CROSS-SECTIONS 8 DETAIL CONNS. TARE FOOT1IOns. 1. CORERTt SLAB 1111STING OR KW) towLtTtLT Su*omms N110'DOTING. I. 9O TMITC SLAB ODES ROT [{ltl ABO -0 SLAG WILL AB CONSTRKTED AS PRAT 0P TNI! INSTALLATION. FASTENER CONNECTION ( ATTACHED 6 FREESTANDING) TABLE C BEAM TO RAFTER TO BEAN CONNECTION a WIND SPEED 8 EXPOSURE WIND SPEED 8 EXPOSURE a 100 B 100 C 110 8 110 C w TO RAFT i TO BEAM TO RAFT I TO BEAM TO RAFT ITO BEAM TO RAFT I TO BEAM 131-4j"MI-B• L -L!, 20 PSF 8 30 P.S.F. LL.• 20 P.SF 8 30 P.SF. 10 121-145.115 EA. LEG 121-U4- 14 rEKS, EA. 121-14 SNS, EA. LEG 121-U4-14 TENS, EA. 121.14 SYS. EA. LEG 121-114-14 TEAMS EACH 121-44 SK EA. LEG 121.114-14 TFJIS, EACH xe Bix4.0' l4 -TOTAL 1 LEG. 14 -TOTAL' l4- TOTAL) LEG. 14 -TOTAL' f 4 -TOTAL 1 LEG. l4 -TOTAL' 1 1 - TDTALI LEC, 14 -TOTAL) SMT 11 J J $9, BEAM TO POST CONNECTIONI�TTtCHEDaFFEE57u WIND JR BEAM SIR. If TSL P05T SMT 11 aEXPOSURE TD SNI It TO POST SM 11 ' 100-B (31-518XN.Q m-u4!w1ww EA 1 t0 ■ J J 100-8 131-4j"MI-B• (3) W-0 Na' Lt; 100- C 131-31411T1L V 131-1'f 11e' 1007C 131 34-s , N.B• (3) rw?a &I a 110-B [31-34swue• f311'F was 110-8 (3)314 OY ON 131314,LLQ■ N 110-C 431-00 N.B! 131- 17 we 110.4 131 I0 149- (3) 1•,# TLB• J xe Bix4.0' 03 J 3=45QXIg' 18y xlwy18:X4.0 $9, I NOTE REFER TO SHT. 9 d 12 FOR CROSS-SECTIONS & DETAIL CONNS. T•R[ 'DDT-OT[St 1. COKRIf[ SLAG f1lISTING 0■ -1101 CORPtEttil SURROUNDS 410 ROOTING. 't. COKRITCSLAB OKS NOT [■IST ANO 00 SLAB WILL It conTROCTtD AS PRAT Or TNIS IRSTALLATTON. FOX ENGINEERING . E. JANXe M. FOX. MYRUCTURAL ENOINKER 0000 TELEMNAPr r0. •o�RtT. GulroOriA AG■.0 TABLE B M45.5 UPLIFT • 232149.2 / 35.3 / 59.5 FOOTING SIZE kXIMUM POST HEIGHT 11'-0* 1 14' - G' 1 18`8" p" AB WI SLAB 1140 Sue JMOSLAB IWISLAB 1040 Sue ASSEMBLY INSTRUCTIONS POR PASTENTIIS TO WOOD STRUCTURES: LAG SCREWS - Luo HOLES FOR LAG SCREWS SHALL BE BORED AS TOL[DWS: THE LEAD HOLE PQ THE TNRRADm PORTION SHALL HAVE A DIAMETER EQUAL TO 73 PERCENT IR WOOD AND A LENGTH EOUAL TO AT LEAST THE LENGTH OF THIS TM=ED PORTION. THE THREADED POPTION OP TRE LAG SCREWHOL SH -11 RE IItSErM IR ITS LEAD E BY TURNING WITH A WRENCH. NOT ISI DRIVING MITIS A BANKER. So" OR OTHER LITHRICAMT SHALL HIS USED ON THE LAG. SCREWS OR IN THE LEAD HOLES TO FACILITATE IRSERTION AND PREVENT DAMAGE TO THE LAC SCREW. WOOD SCREWS - LEAD HOLES FOR WOOD SCREWS LOADED III WITHDRAWAL SMALLMAV6 A DIAMETER EQUAL TO APPRORINITE.Y 70 PENCEST OF THE WOOD S= ROOT DIAMETER IN WOOD. LEAD HOLES FOR WOOD SCREWS LOADED LATERALLY 58111 NIS EOMM AS FOLLOWS: THE PART OF THE LEAD HOLE RECEIVING THE SHAM ER SHALL RIS ADM SEV-EICHFS THE DIAMETER OF THE SHAME AND THAT ■ECEIVIROTHE THREADED PORTION SMALL RA EF ABOUT SRV= -RIGS THE DIAIILT= CI► TQ SCREW AT THE ROOT OF THE THREAD. THE WOOD SCREW SHALL El INSERTED IN ITS LEAD HOLE BY TURNING WITH A SCREW DRIVER OR OTHER TOOL. NOT BY DRIVING WITH A RAMMER.ER SOAP 0R OTHER LOERICIIN'T SMALL EIS USED ON WOOD SCREWS OR IN THE LEAD HOLES TO FACILITATE IRSETTIOIT AND TO PREVENT DAMAGE TO THE WOOD SCREW. C G[Y(RAtwits U0 1P[CI'IC•tT10.11 S 1 lAln• N•tw W •n•u• •n •.r LM 11-t Nltlw or te• U Irl . {•Il0le C•« W tM IpI ••ltlw •f t Alwlww Cw.trucalw TABLE A Y,},. • `Y FREESTANDING LATICE / COMMERCIAL STRUCTURES w� * .,i 3;. ).21353/59.5 o POST SIZE AND FOOTING SIZES POST SIZE h MAXIMUM POST 'HEIGHT z 8, w g -T 1 T D' 1a' -G 18 0 WIND - 22.3 NO SLAB' W/ IgrKH 8FRFF. LArnCE-TYPE[A,UMA-LATT/CEPAT/O COMMERCIAL STRUCTURES WIN 20 1,30 4 E WINO SPEED 4 ExFO5t1eE • , loo -c, {lo -e 4 Ilo c COVER JaLna2L19>H7 Ids Ars er/ I Fr dl uMlNUM COMPANY A IOloo•- ;u rCoLN S:a.v,o (102 4 27 6-1224 «1� 0r: I, Is' -O' Le W15uB KIS' 3=81 100-B 3'S1X.083a 3'93x125' Y50.x.IBB' Ysmxl8r Xtsaxig Wo KIS' S-11 Ip0-C 3'50.x.125- Y=X.188• 3'50X25' 31[2saxle S-ESOxle18M xe Bix4.0' 03 110- B YS0x.12S' 3'50x.125 3130 x.188" SSC X.25' 3=45QXIg' 18y xlwy18:X4.0 Q 110-C 3'SC.X.125. 3.50x.188' 3'SCx.25' 3127SC325' 3=75CI11918i N J J LL. p0-8 YSDX.Ory 3'sax.0831, 3-snx125' 3'91x.188• 3;-o3Oxr8,81,0 .XIE 8.x3=4' In 100-C VSQ.x.125' TSQ.X.IW 3'50.x.25' 31i54.x1lo 3•«x1818', +x3 D.-11' 110.8 V.5QXoge 3'50.x.125' I 3'51x.188' 3'50X188- 3'-Y:1ox R; R 8,x3• 2 110-C 3'5Cx i8s* 3vesa X488' I 3'sox IBB- S1z 54,x.25 3.75'Dx1�4 *0 J .J I NOTE REFER TO SHT. 9 d 12 FOR CROSS-SECTIONS & DETAIL CONNS. T•R[ 'DDT-OT[St 1. COKRIf[ SLAG f1lISTING 0■ -1101 CORPtEttil SURROUNDS 410 ROOTING. 't. COKRITCSLAB OKS NOT [■IST ANO 00 SLAB WILL It conTROCTtD AS PRAT Or TNIS IRSTALLATTON. FOX ENGINEERING . E. JANXe M. FOX. MYRUCTURAL ENOINKER 0000 TELEMNAPr r0. •o�RtT. GulroOriA AG■.0 TABLE B M45.5 UPLIFT • 232149.2 / 35.3 / 59.5 FOOTING SIZE kXIMUM POST HEIGHT 11'-0* 1 14' - G' 1 18`8" p" AB WI SLAB 1140 Sue JMOSLAB IWISLAB 1040 Sue ASSEMBLY INSTRUCTIONS POR PASTENTIIS TO WOOD STRUCTURES: LAG SCREWS - Luo HOLES FOR LAG SCREWS SHALL BE BORED AS TOL[DWS: THE LEAD HOLE PQ THE TNRRADm PORTION SHALL HAVE A DIAMETER EQUAL TO 73 PERCENT IR WOOD AND A LENGTH EOUAL TO AT LEAST THE LENGTH OF THIS TM=ED PORTION. THE THREADED POPTION OP TRE LAG SCREWHOL SH -11 RE IItSErM IR ITS LEAD E BY TURNING WITH A WRENCH. NOT ISI DRIVING MITIS A BANKER. So" OR OTHER LITHRICAMT SHALL HIS USED ON THE LAG. SCREWS OR IN THE LEAD HOLES TO FACILITATE IRSERTION AND PREVENT DAMAGE TO THE LAC SCREW. WOOD SCREWS - LEAD HOLES FOR WOOD SCREWS LOADED III WITHDRAWAL SMALLMAV6 A DIAMETER EQUAL TO APPRORINITE.Y 70 PENCEST OF THE WOOD S= ROOT DIAMETER IN WOOD. LEAD HOLES FOR WOOD SCREWS LOADED LATERALLY 58111 NIS EOMM AS FOLLOWS: THE PART OF THE LEAD HOLE RECEIVING THE SHAM ER SHALL RIS ADM SEV-EICHFS THE DIAMETER OF THE SHAME AND THAT ■ECEIVIROTHE THREADED PORTION SMALL RA EF ABOUT SRV= -RIGS THE DIAIILT= CI► TQ SCREW AT THE ROOT OF THE THREAD. THE WOOD SCREW SHALL El INSERTED IN ITS LEAD HOLE BY TURNING WITH A SCREW DRIVER OR OTHER TOOL. NOT BY DRIVING WITH A RAMMER.ER SOAP 0R OTHER LOERICIIN'T SMALL EIS USED ON WOOD SCREWS OR IN THE LEAD HOLES TO FACILITATE IRSETTIOIT AND TO PREVENT DAMAGE TO THE WOOD SCREW. C G[Y(RAtwits U0 1P[CI'IC•tT10.11 S 1 lAln• N•tw W •n•u• •n •.r LM 11-t Nltlw or te• U Irl . {•Il0le C•« W tM IpI ••ltlw •f t Alwlww Cw.trucalw I. Ut•1. •rn.aa I.gA. alit• t e• .u••tu•t•a fer tea•• •e.Yw. PI•.,•N abr •r• r•el•NrN Rae t« •lvalnr 4••c Ltlw •n0 M.• ••vt •r ■r•a•r Ila• •N AGM... •a1•n{aas R ewr•••lr• •tr 1. N, rwr•l• •Nil M.. .01(31•.• I{ I •r.{N f A. P. •.1. C•wer•a• •!RA •MIR Mn 51• •lwlrr lauw••• •N •will Y• lw Y,},. • `Y •- All Mt149 Wll -••r /Ir•. 1•1 .w.•l•t.t0•• ••lt •t e rtl/lN fill. 00.1•(3 •rllwl ..At 0 ... ...I..I o'..- . 1-000 P.1.[. !. All •t«I N•Nn •Ml! M h! -ORP pvinlaN ar •1•etr•Ol•aN W w� * .,i 3;. t. RL, I. I••tAmi .«/1 l IDI..T.. AL aINN f•AAI1 rw « a•lvI.ed a«t «� e• 4 N .t w «la• wu ewr.r• t• ■.S.T. T.A. lt? -N A- •tins- e•a Neta Nwr•. Not•• ar eau •(3011 e• ata Nwar Nw Ra•.It 7...tpw.Iw Hitt. 010.,1 N PULL u X.I.-Nittt• a{ 21 crew .e••1 •r .••a c.l.r..a1- ■u .lwl• rwtr.a. l a ... wu N•.. • N{• olawr• •/ {Caof !, . [••w Iw.l•ll•tl" •M 11 R••r N le•wtlfvl" aN ■l.tw{ tw• w•� w {.R­8:64 RNr....f w .. •f«unr. «a{w 'r nA'yY� t e r1 a . _01 3� • `j= lt•+. ■•r Ml•lM t• «rA P•rtle•1•I ,w•ta 1••lw wl1 « Hirci N. l.•.. Ir•1•ct, Na •P••Iw■• I••tlM O. u11. U. 10. CPw 1•la lr• «a,• e I rw•Il wit 1• •w[I••N a1tN wv trw •I r«aa•N the N.1w II-e•q wlv Nw w11N N t"N w•r•• tittl Pr•1•Al•rN •I tM e•. taut•. Nw. a•. P•r I.C. l.11•. n. i•rrla 0•uu r•hrw.•• m 3N..a If •f 12 IgrKH 8FRFF. LArnCE-TYPE[A,UMA-LATT/CEPAT/O COMMERCIAL STRUCTURES WIN 20 1,30 4 E WINO SPEED 4 ExFO5t1eE • , loo -c, {lo -e 4 Ilo c COVER JaLna2L19>H7 Ids Ars er/ I Fr dl uMlNUM COMPANY A IOloo•- ;u rCoLN S:a.v,o (102 4 27 6-1224 «1� 0r: I, t--2.75' R • .05' .--'�G25• 2.0 •� 0. •,OS' R. • py' 20' 3.O'.OS' � R. _I,5• R-.05' I Vt SO. LATTICE - /�L 3.0c-MINIMUM L STEEL x 4'x 314 • x 0'•3' x-04G CA. SIDE 12-TOfAL) STEEL POST FOR LATTICE -TYPE,9R• 2 L-7'xG'X7/8'x O'-3• I EA. SIDE ( I TNRL' 80Lrc: 14 GA STL X 8 CHANNEL SCE TABLES G.S� 3.0• 4vSQ-Pm 1.5• AIB' f/J wl e B x 2 S.M.S C�EA.RAFTERLTYP,1 2-TOTAL) ROWED REE TO POT 1 I��- YFOR THE TYPE TABLE 7• am, STRUCTURE SELECTED 3�- 8.0• W-43U ASTMAX FOR MCKNESSES G.5' _ . PISECTABLES FDR THICKNESSES .024• RAFTER .032' SEE TABLES FOR LOSE AS RAFTER. V SIOEPLAT•E REFER I. RARER 1 CONLUBLE FORTHE -NSG 3004 -NSG 3004- M36 EA. SIDE 3004 - H 36 TYPE OF SYI:ICTURE SELECTED- ALUMINUM ALUM ALUMINUM .,� ALUMINUM ALUMINUM BEAM /HEADER W/C►iANraEL INSERT (171 RAFTER2 POST W/SIDE PLATES 3 I Y2 SQ LATRE 4 LATTICE 70 RAFTER CONN. 5 DBL. ANGLE RAST BASE CONN 6 NOTE; FOA SIZE b NO OF FASTENERS IA. B.a -ItI FOR lilt W ]TIII[R[R/YAPKR PLATE. ' 7- k 8'X 042' wruCERT NE/OF7I/BEAM LLE SEE CONNECnONTABL.EFORTHEPARTICULAR PATIO COVER ESL ROCF STRUCTURE SELECTED -�--� 2 7,; _.._ . -i--. 8"RAFTER .`q-12' RAFTER.(-) 24-O.C. 3'xB'xpa2'RARER I - 1�' z4� u2''EAANGLE ' I row POST ES.PLA rA•L[a. •F-090'THIL 1 24'O.C. WIWASHER RATE V 112' � SEETABLE 9ET 2 �J-} DE FRA TER IPA 510E CF RAFTEF IU2' I .040' GOG}_TG AWN M .040'e 3004-H3GALLAA to cc.KCR/YAPYA s&[ R.sT uM c4.AALIIo. II TYP 12) TOTAL, AILM ALLOY- TMK STL,AX � - - ALUTA ALLOY: � .TYP I I -- -- -1-� NOTED IN DETAILS 8E C• CEHTERUNE - I i :a 2 GOG3•TG OR 17/81 3004 • NSG I 1• I w 1/2 MAL EDGE 1` \ i T- _- - L I UAALLDI' GOGI-TG -�••' ff-fs BEAM/HEADER' I GO63-TG OR ALUM. ALLOY 3004-HSG -- -- T • f-FASTENER, PER E --' DETAIL _ I I - 24 9.A 24 I L.L.•IO 131-5/8'!Ma L.L•20 B 30 13) - u2-PiiB. _LL I 3•xz'48 %z' 21 x212 6�'RA�R HEADER BEAM wICHAwiL INSERT I � SEE VAR)OUS OCTAILS --i I�• - 3X114ANGLE. � A.SLII A•44G, Mao KSI A� SEEOD IIDNTABES/ 35J:X 21/2 $' RAFTER g 3'•.O. POST ♦OR 7k ARRIAAR PATIO �ERCR REFER 70 SHL IO FOR USE OF THIS CONL * w- 31/B'OR 27/8 FFOOR68' RAFTER. REFER TD SPOT 2 FOR ' nZF STRUCTURESELECTED. - USE OF THIS CONL POST BASE BRACKET / STEEL POST BASE FLANGE BRACKET/ ALUM 8 BRACKET / RAFTER /To EmMDR. 9 ANGLE CONI a RAFTER/W-ADER BEAM 10 •U • BRACKET - GENERAL I I DOL. ANGLE COW.CD FIEACEM/POST 12 FORy2E b NQ OF FASTEFEFFORS/A.a, • • I�'%ILi�X. DG2'(L• 3"1SEE '. THE �\ f�(RTCIJAft CULA11 PAIDCOVERER RDOF S 6x0.0430 T3C04 H3GAlOR IU2 X 1 V2 UNIL-3 •� STRUCTURE SELECTED. EASIOE. 3•xiar L 2 ?12 BtitE b OB SMT- I I ���`i•'�. ''"•: 1 �,y 2-+g'=,5,�. SIDE �-- - -- - I , s RAFTER 24' O.0 MAX C 24-OC. MAX POST SIZE SEE TABLES % 3�14•STL \FaSi no 3 MI6 - FINISH CAAOE ' / t : [T ilii / . \ • 1 ' ' g o o ! k-�-zs SLOTTED N 4 �� I/. p 0.0 -- I 5Nµ �\ I RAFTER .. 'I►'B!LAOitE,T EACH RAFTER BEAM/HEADER BRACKET Wt -•f1 9 24-40 SMT.11 MAX GRADE EMBED POST ,.- �• I I ' 1 i .. W.UBO) = HOLE WA 1/4-�M.B. i� I �.11l16.1IR00 S8'T. TO SCK ASSOIDLY 12)-f10 SNS EA LEG iINSTRUCTION POR MOOD TO BEAM L 121- lq SMS TO RR�E . 24'MAXIMUM DEPTH•X8'LONGSn SEETABLE 2' aw THRU POSTlEA P?OA.11 LEG TO RAFTER. 24' MAXIMUM SEED B IO M)wNUN141 G,BRACKET 6• MINIMUM ``;�ESD& � E NDOFFAS7[IE%i SHT.))G• P• �, HELIX-9-GAtJ50) 8 '2•a20%3'N000SCREw'S -Op O RSF. ATO WRp ExPOgAF 100 C A.8 : SE COME�i10N TABLE rte: Z ' I \� 110 B 81 DOC PATIO COVER al/ SIZE I NO. N TABLE IG' x •J• BR ROOF S7RlKIAM 21-♦bx2314'M000SUVVS ALL lCI SELECTED. ER DESIGN LOADS. OUT I ra lilt a SVIFFC o/Y.a.ER PLATE. SEE CONNE OFOR THE PARTICULAR SES COVER 0R ADOF SEE TABES USE FOR FREESTANDING ONLY (BSE LPLATE VD EDIT ''•.I+L SEE RAFT&. m •Tu L4••TCTIO. TA•Ltl. STRUCTURE WALL CONNECTION 13 RAFTER TO BEAWHEADER CONN 14 RAFTER TO BEAM/ HEADER CONN. 15 EMBEDDED POST 16 POST 10 SAFETY. STAN 17 ST 10 ABESCO ANCHCR 18 E SHALL OCCUR 4 SCREWS DiIECTLI OVER AN INTERIOR # 14 slls No's 21 SNIT: 11 PDST NO7 PERASTTEDe 2- . PER SIDE 1 ST IPPT . G LZ 90E 0.ATESiA.9DE PER -S15HY.11D46• • 3' I/Z PLASTIC PLUG I IF 3'SQ POST!"'�'�NpST SUED -� WHERE SCREW SON g -- -Fj: .074' NSERT B FOOTI G,.. REFER VI REST RISE STEEL POSTINSIDE. I S35' �; "CONN. TABLE FOR TOE S' 2 z . `3'50 X D24 FEST TYPE'OrS7RUlTUREHOTWN qr.A . 7• O Z '14 SMS EA SIDE PWY'YOM,SELECTED POP /jISEEKOP2•SEE FASTENER/A.B. FOR NOT i ND MEIWR6T 7 SI a x 3r�1t da T7Y�ES FOR THE PER.O 2 ••14 SM3. EA.SIOE FOR RCJFED•T7PE, 3 J '-�5' 2• STI LARLAR�TIO I I I I IrG' EA. SICE1 2-TOTAL) I DETAIL(2) OR 8 $HT. 11 SEFFT. G - G SCREWS-' STRUCTURE SELECTED 112 MIN 14,E 0 O O .I I�• :-T- GLL'RAREALSIDE 0.ATE7 I 4-4140A GIDE I PER SIDE 2I�'' 1 EACH SIOE�\ S.M.S. EA. SIDE I u I o' �a M �� 11� L42�L �yj GV'RAiIER 197E M1E 2`► I� 2: 31SO.FCST BETWEEN I I EA. 510E SIDE PLATES I 414 SLS EA. SIOEIOITI 3'sa, Posr BETWEEN 2'. i 'CO A.G'F!- SUE PLATES a,n•• MID•HEIGHTBeaOT I 'o,A SQ F.'S1E1ER/AAL TABLE FOR sin � M PARTICULAR PATIO COFER ' 1CIEI I SHL II VxjDG21PLTS _� OR a" STRICTURE SOECTED FOR 517E b MD OF �/ t EL Tµ'6 FOR flf RIR7ICLLM iMRq EE IALT BOLTS MAY ff U3U Y50. IS A E. SEE 'O' A. Imo/ STEELccwMN. COYER OR FDO► STRUCTURE AS AL7FJ8N1RE TO 414 SMS TAKES FOR SIZE. •"Ta SELECTED. BEAM / HEADER TO POST CONN 20 BEAM/ HEADER 15P06T CONN. 21 EAM/HEADERIDPC6f CCNN. 22 POST TO FOOTING CONN. 23 EST TO SLAB CONK 24 pl�r� �t,y`� pp,L/�t�`� A,' ,, � �"'� �'� � "' CQW)ONETS L TAIL OCI POST B� FLA- N(E BRAC �G I //L1/IO•,. 9 ICSQ E& ..- s - 20.92 D'19 KJf. CHANGED Sia A 7 TO N FOX ENGINEERING _�-�arncEP,ano COVEa .e.Ae�2 x7287 EVALUATION � NDTED IAD o,. REPORT NO, - E J^Ui D Y- FOR. STRUCTURAL BNOINE<R FOR FALAgLArJ � LATTICE TYPE PATIO COMPANY 5038 E44• nLKuu• ■e. .Dew.n, Save.... aa•• COINERCIALFUFSWzyEs 1► t/wt tw T7. RTDe/27s u� .a II a< 12 tl MATERIAL- ' 4-034 ALLMNUM 24" ROOF PANEL II/32' IS�32• a5' J11 IMTERIAL - 3004 -"36 ALUMIwM 12'X 3' W PANEL sss MR. w Folk ASSICKUT IwsrADLTIowa I= wow Sam". \ EXIST. V41LLL .078' , FOR FASTENER SIZE S SNON4 SEE SCHEDULE x) SHTI 5• (6)-010 SIRS E4UILLT SPACED IF 10 S.M.S. THRU PAN•.L LDC16 & AT EA CONTACT 300 G31 50' 2S'R -:_ROOF 304 PANEL -L 200 ,250 -� }'- 010 SM.S. R EA. ACT. CONTNAl0U3 :PEED RAiI PER DETAIL \ RAIL, TO SNt 12 (WHERE OCCURS) W43 -TG ALUM. RAIL ATTACHMENT -,ats -.031 .02S•R J25 ,�4 /" FULL R / �• 1' ' I •OS • . 206 `1w FULL R A83' 3.562 ,062 AFASTEI To OF 12 ' DETAIL �._ }-t062' I I 2 x 3.73Y SEs SLIT. 10 FOR Assam"T Iw6TRUIZZOw FOs MOOD sours. EXIST. RAFTERS e2413C. D•f. LARCH .POR I"?== slss 6 SPACING, I MAX ss6-ses mma 10.. sm. 12 or 12. NOTCH TECO CUPS BOARO MI�SgA /NNGER C SNT.O 'L' MAX. MAX.AJONABLE RiOJELTR} EWSX CAVE OVERINNT SEE semen SNL Q 6FR EXISTING EAVE ATTACH MENT • D25 R 1425- =.:=a) 3' T812- 3' .OSO' (J.1QK�4•�)��T.� FULL R. 0' 1 .208' i DWRIIJOW DEEP 2' 4237• Lou 2.625, o. CASCO ALUM. .750• 25O' I L0.13) I r .050' .062) R t -1050' r .625' I ---.• ...i EASC4 pld (3LU`�•IFDG2(21 REF r _L _ - I A'j �R_L90x0100pszx.01o•%0•JO'OR .In•R 7 JL130• •far+�.w 1:�--14 .124 8.130' �t ( J30 .I 1 375 R I (2) / _- \-90'XAIO'DR j i EXPOSED SURFACE -� {'--I.W0 .130' / L500' 4775 I 2.000• 91 --ExPOSEDSURFACE --� .010 bEEPx W.- I .010•DEEP x.90' REF. OW.C., I"•� •J� RAIL P I - ExPC3ED SURFACED J 3 J' RAIL •C• HANGER (TVP) 3 W HANGER S 1 2 •J• RAIL � HANGER 8� RAIL ' PROFILES ALUMINUM ALLOY 6063 -TG ISE HA GER RAIL FASTENER TO FASCIA,'rALL, ISTUD,NA50NI0• Os CONC.) A SCREWSTµ'i4M4�SM.SAr x F c xPER.SIDE UKIT 8 MIND r SIMPSON A35 16' O.C. DESIGN L.L.• L.L. L.L.. L.L.• L.L.. L.L.. L.L.. L.L.• L.L.. .iL PLASTIC PLUG 10 20 30 10 20 30 10 20 30 WHERE SPEW Is ON 10 C H H J J 'K (MSIOE- I I 90 H H J J K 1 0 C H H. r l I I 110 0 C K 690 DESCRIPTION DES• 'w u A -1/4'O x 1 112" • O.C. !-T .16'0 x 2 1J2• • 16'O. C. I,M „ 8-318'0 x 1 1/2' • 16. O.C. G -WWI) x 2 1/2• • 12'O.C. S' I �• 7' 0 I 3.s• m., p wb .iL PLASTIC PLUG 10 20 30 10 20 30 10 20 30 WHERE SPEW Is ON 10 C H H J J 'K (MSIOE- I I 90 H H J J K 1 0 C H H. r l I I 110 0 C K 690 DESCRIPTION DES• 'w u A -1/4'O x 1 112" • O.C. !-T .16'0 x 2 1J2• • 16'O. C. I,M „ 8-318'0 x 1 1/2' • 16. O.C. G -WWI) x 2 1/2• • 12'O.C. I m., p wb C-3/8'0 x 1 1/2' • 12' O.C. D-7/16'Ox 1 1/2' 1 12' O.C. U-3/8 0 x 2 1/2 • 111 C. J- 1/1'0 s 1 1/8' • 16 -#14 4-014 OR G-014 1 I PER�E� 6 YRAFTER(SIDE PLATE) , E-3/8'0 x 2 1/2• • W.O.C. x- I/4'0 x 1 1/8' • 12'A. D, sILTI XR - Z I 4y5 ;. 1 I I A33j� I L sxS EA. SIDE r VWTER(SCE PLATE) EACH SIDE I U TAVs: L5? b5{ ' 2.0' 233 L 3" 1.1' 2.0' G6' Eh ...�-.._._;1T ..- 233 • •14 SMS En SIDE 1q; I EA. SME 3'510. POST eETV�EER SIDE PLATES 3'SO.PoST BE7VIEEN I SIDE PLATES I I i I sX s NG RArTZR RAPrQ SILL SPACZ71 OVOWMI x� LULL OR 2f -o" 1{•-S' a . --.- ..-- 12• __._.... M16NEIGNTBQBOT. I 9 I NOTCMM 2i•O.C. 2 -6 I -F rr F•Sg4R' w+ MY(1EZarL: b04 -N 34 AWYIWM I I :- X a'FOLL aw 'Ti• O.C. 2•-0• .. r 2� s 8'NORCIxD 1� I2-:x v PULL 2r 0:6. vro- 23•-+- 12' X 3V2* W PA NE L 3 BEAM/ HEADER 10 POST CONN: 8 BEAM/ HEADER TO POST CONN 9 ATT" �D`x RATER'TA IL' ��� ... to, MIUL RAFTER TAIL' ~ '� ti :r RAFTER'TAIL' 75' 70 t 25 OF POST SPAOKi.. MAx.OrERNAN6 RICE OFY50. P0S7 OVERINNC 2' I• I -O' A j"'•4 . �, I 2. 1. pp. AT yY (2110 SHS FA 90C (4 -TOTAL _,,/* r r I:o• `_ K D SUS. t 10 SMS. 12'OG cRs*'' -T�� 21sIOS.MS EA3CE.4a0TAL n (s'2' of ROOF RAN I ROof PM/YL- (1 10 B.MS. 1 b' ' -- - 12• o.c lG8' MM 'X'• 1.5 Zp• 4• 4 ker 4 V2' 6' AT PAN 4. 6 PANEL. TABLE. SM40F12 Y A 1 1 � � . 5• • 12l- AirN18J.HgA00T I X � Lavaer S' 2.2' _ 2.2 1 ----ii-- I 1 55i0Ei/LSCN p�RR�' ETMOETx 9 i u10 SM5 TOPS DOMM I2 -TOTAL) 4 L2'X2'1R10?A'RAFT62 8 �!b D ,.•® x 12 woo -- --"-•'•' - ix 12 x 12ss s10P a WTMGL 9rtlz S 1tOLLfORaEp • sALs TOP 6 BOrmu c 2 -TOTAL) a* 6' X 2" FLAT PANEL 4 RAFTER "TAIL! AT SIDES I i RAFTER.`TAIL' AT FRONT RAFIER,`fAIL'W/6'X MAT PANEL I3 Ir=- E.5 Idle xx. cNANCEosIIT.•e 110Iz FOX ENGINEERING � "'�""O1C�"' COMPONENTS BDETtUL J!1LLMA-LATT PA710 COVER .r....'b•mtn AnON .ro¢ED2 �+' JAMss M. Fox. sTRUCTURAl. ENGINEER /+/�A x�� p.� CCNN. FOR: /As 1641 e/'/ POWROOFED 5038 -_ - arra naa4Rarr Ra. aerrar, era1F0.... ..... -TYPE- V t -LEY r'=utc AWMNUM COMPANY sfac. +sD?/210 .� 12 OF 1L