Loading...
9909-072 (PAT)F— N to W o W � o Z n O O H C> LU W I— a U) Z CO LO N O N U °) ELa `r�0 LL 0 J J m J Q UU O tl L6 Z_ co 5 r` 0 J r 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 ,A1�;1041D to�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). ( ) l,, 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 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. 11TATi 1: jT%Fs'1.1w (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 worker`s' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those+provisions: yDate: e�a✓�✓ri /,4 oiApplicant '^ 1. v"Sa.rii,�r±;r"Y ' ` A" ! Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within .180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct Vagree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon thefabove-mentioned property for inspection purposes. r t'Signature (Owner/Agent) 'rlo Date BUILDING PERMIT PERMIT# 9909-072 DATE 3gnmii g9VALUATION S7,401.00 1.0 LOT TRACTJOB SITE ADDRESS 73-703 C:OMO COUR' APN OWNERA CONTRACTOR/DESIGNER/ENGINEER � LINDA 1.A OILANIT) gIt. URIAIIIVCONST. C o. )7B7U.3y C7;;♦:ti♦i� O C:1 ,�S\. ..l(�am yy i ry •--566 Sp,C1iLJf'OEON DRIVE / ,��7 .L A QU1h1`ff.A CA, 922. 7 � �,\.�� 0.R N4, E,S- . CA (J�d6 6 a I� f'11OW19-540�i iFit+ir 2ii4U USE OF PERMIT fi.+u3» 3 • 993+y;7r0.111P'�['F�Y, �tl11Ei 111,0 '.p� r./N'� "�+i,i+AV. 1,8 l�hJ�e.�,+Y.."t4� f1EIir.1{i� It`.fi. FEE S��+�,fYll¢v.'! 3� 6)1,AN ClIf4fiCN FEE WkMil-439­31$ rlt#ti{R IX, fir m rFI Jd-.i(�1.14"1i"lg3.(91 VITIRaqG iW3JAd±1,4TE - \R31.1t) 110i'..L/1-21 -000 �4rvy.f7�i) •i ip3-Ti 'A1, <__"{ !?�q+�� i 't..f:"'i%i�N AND P"I.A. ' f`;i fi(' p $ i164,09 RECEIPT DATE +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 & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final I 9— 9 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: r 9Z9Z6 d3 `asaw e3soQ iQ 0 I)SU0S 995 'oQ i�suoQ � —qA 'yq Auoy yard �0 SCALE BELLA VISTA PHASE 3 LOT EXISTING RESIDENCE \ 8'O'MAX. ' POST HEIGHT LL; ATTACHED 'LATTICE PATIO COVERS - ( WIND SPEED = 70 a 90 MPH ) 1 POST SPACING 13 FOOTING SIZE WIND - 10/15 PSF UPLIFT a 10/15 PSE PROaIECTIONMAXIMUM RAFTER 3' X e' X BEAM/ HEADER 3' X 8' X.042'+ CHANNEL INSERT BEAM/HEAOE INCLUDES SIZE POST •042' FOOTING MINIMUM NUMBEROF POSTS POST FCMNG MINIMUM NUMBER CF P0: 24' MAXIMUM. SPACING SIZE POST TYPE TD RJSTTYPE s SPACING SIZE TYPE TYPE OVERHANG 24'O.C. _._._ .� ...., ..., ., t1 A 1 I ^ 1 = 1 A • ..V-? ­e.... rn..•,.A 21 ., A i I A A r \ 8'O'MAX. ' POST HEIGHT LL; II FASTENER ! ANCHCR BOLT CONNECTION TABLE C a 1 ts: a r t o RAFTER TO BEAM CONNECTION / I S li WINDSPEEO=70MPH WIND SPEED -OOMPH WIND SPEED=70 MPH WIND SPEED -00MP.Fl OR MINIMUM LENGTH OF LATTICE J PATIO COVER SEE TABLE A . 2' X 61, THICKN MINIMUM NUMBER OF POSTS. • • m NOTE: `` I /EC No aucxs M/1T11IN r -G• u; I l ' J 'YAC LL; (N OF POSTS SWILL J�yr iA f; two apo urrt[[-not sr.u[rua[ .n • r e[ [Kla3[0. a 1 PERMITTED. POST FOOTING WHERE OCCLAS / ZAOs 3 SMALL M SCT BACK A SEE TABLE A 1 MINIMUM OF 4' FROM �r N I EDGE OF SLAB. Y. F OPEN LATTICE -TYPE PAT10 COVER 20'•0' MAXIMUMSCALE, ---.. .. PRQIE T-ia -. I 1 /�24'ALAIL . TlOVERHANG ' 1 , 113 I LATTICE SM.. 11 I RAFTER I 1 BEAM /HEADER 21 MAX.POST HEIGHT EXISTING SHL II POST WI SIDEPLATES RESIDENCE rSQXD24'AT SLAB 6 3'SQ.X04(3AT FOOTING, ' FOR SIDE RATES, SEE POST TYPES, 8 DETAIL �� p. SHL II SHT.II t J )--• - 34'7HICK CONC.SLAB,OPTIONAL AIM IB 12 23 24 1 I L__J"L I(ry SHT. I I NOTE: POSTS MAY BE'ATTACHED TO mNC. suBB,, SAFETY STAKE, ABESCA EARTH ANCHOR, OR CCNC. FCCTW. _j I II FASTENER ! ANCHCR BOLT CONNECTION TABLE C t •+! .,'•, .. • 3 ooaol 1 ts: a r t E RAFTER TO BEAM CONNECTION K I S li WINDSPEEO=70MPH WIND SPEED -OOMPH WIND SPEED=70 MPH WIND SPEED -00MP.Fl .024' RAFTER TO BEAM M RAFTER 2' X 61, THICKN PROJECTI • • e,- I .024 • 10'-1 1 1=1 1ZI 1 A. a 105A1 EA. LEG 14 -TOTALI (4 A-* 10 SMS 14-1 • • CROSS - SECTION SCALE: CtK.4 •OTts ..D !e(C II IC.TIOeS, 1. Alrinr ae.lp..nc .tr..... •r. D.. A. l.a•.a .elllan of tM IY.lfan Whelp C•r •..e aM 1917 .altla. er aM elrin.. COn.trOct ton 1. 2. \la.rraa .Iwlr• •Ileo .q e• .WallYt.. Ter thou .na.w. Dre.lO.A lM. .r• r•.l•a.rW •Ian tM ele•lnw 1..K1•t1W w Mve .e••1 •t p.Aol.r 11110 .,w e•te.pU.. 7. 111 c nl• .MI1 he.. n..o • •lnl.a ]t e•. <era...ly et .. p. •.1. tEIKrII• .1.0 .Ill n•.• 71• .Inlor talc\r.. A"oM .n.11 W In pat will... A. Ill %rayl Mull \ur on fir.. n•Wnl ..-c1eWeDec rll Or rtalllu Illi. .0 .uralr{ rIt \rrlp Dt..wre 1.000 Dd.1. L -'are .•.e.n .III be n.a-DID 0.1•ruN Or •loetropbba w Dote(. to e. -, . e"I% tees. C. •. "I "I. /••torr• .Ill be 707E-7<. ell etesr /"oil c eMll W "I "I." ales Dr .•b1Y. Dl•t.e. 111 Wltr en.11 <rf.e. to 4 .7. T.K. •.107 .M M•e .(.Ills- .l•le r.Mr.. "Ie. f-! WIN• .Iea n•Il \< W1l Ilor t.e PA.. 1/1t• I. 7. [..wlr Nll• .Ill O. !illi l.la seat. All II A ' a••l Or ..wl Ell Wlt• .Ill M.• . elnitr cwr•N .c•. ct •l.ro of L -i Al., Aoe. •. tr. Irl•ltalon .M{t .- . lerlllt 1p t•• al.11l tM n1r w "I 1 oI tM .a I" to•..r.. c..1en lw• w er l- -At1. /. 1.l lle.e rrt•lap t• •K.....I"d. In.a.{lour .MI1 W eFtaN. I.... P,.J-k. r.t .r.lp. /eeae OOMIle •lc. 10. Or. 1•tt ice rtl• er Ie -do rt \• I _ A ala Al, t.ee Of rllc rto.la. al Me e•.len Ir<. nor ft$. \.r o..1lN t. w Meerl•l erolo.lN enc Of Me lath.. n/l.t•. Wee• .tL. pet I.C.•.0. Cee .Nle. It. Iot ll coal t.1•r•r... .r SMa 11 o/ R O X.024'111(83-40PI4�SM% © YSQ. POST. (2)-2'.G I/2' %.032•'W718) -N 14 SMS, © 3•SQ POST .(2) 2'X41/2' X024' W/1121 -•N SUS. Q 3150. Rm.(21-2'X GI/2' X•03Y W((121-414 SMS. 1 T.KS 1 tip (jj 11[ ISKOM 0 e a.CO TIOe. 'DOST t.0(S 1u uuo raw roods _j16= no 20 27 TABLE A BE POST CON NQ OF SCREWS 70 MP.HI 90 MPH- ; 8 e N ist t < u p 0 • i \ 11 O 11 4 Y 1 • I T O.C. 20' O.C. .024' .024' .02 4' .024' .024' .024' .024' -.024' .C124' .024' .032' D32' .032' .032' D32' 032' .032' .040' .024' .024' .024' 024- JD24' .024' D32' .032' D32' .032' c2141651AS 21- lat -v Q111 SMS CA TEKS. TABLE B / FASTENER ! ANCHCR BOLT CONNECTION TABLE C t •+! .,'•, .. • 3 ooaol 1 22' O.C. F o RAFTER TO BEAM CONNECTION J BEAM TO POST CONNECTION 024" WINDSPEEO=70MPH WIND SPEED -OOMPH WIND SPEED=70 MPH WIND SPEED -00MP.Fl .024' RAFTER TO BEAM M RAFTER TO BEAM ON SLAB ION FTG. ON SLAB • • mm©©Dao©oo� .024 • 14 11 EA.12J-0LE SMS. EA. LEG t4 -TOTAL) 121-•IOSA[S.141-f10 RRAAFTSE7fER� 4-TOTALI SA15. 1(21-010 S.M. EA. LEG EA LEG EA. LEG (4 -TOTAL) (4 -TOTAL) Sit 121-•00 SMS OF RAFTERS (4 -TOTAL) 1 A. a 105A1 EA. LEG 14 -TOTALI (4 A-* 10 SMS 20 21 D a QI • • mm©©avo®v�mta /��{•,, +. ;. J� / >j ,032' 15 Wil 032" 040' POST BASE CONNECTION 040 WIND SPEED -70 MPH WIND SPEED •90 MPH. WIND SPEED -70 MPH WIND SPEED- 90 MPH. N SLAB ON FTG. ON SLAB ON FTG. ON SLAB ON FTG. ON SLAB ON FTG. . 7 23 b ^ v SHL I 2)-gOSALS OA TEKS EA.S{OE OF POSTl4- e Il-YB'4X 21 MBEQ AppIDR gDL7 (2)-•12SMS OR TE KS EA .SIOE OF POST l4 -TOT.) 11-)Aiyx24 1tBED AttCltOi (a-412SALS OA TD6 EA.SWE OF POST14-TOL) U-3B"x24 EMBED• SOLS :21-0 MA TEKS EAS ( OF POST t4iOL1 POST,(4417r.) tD.1r,• xG. EMBMA43CA BOLT W! 2 x 3 X3A4•SIL.GAL WASHER FLT. I7 IB SHL 11 •1OS1LS OR TEKS.EA. 9DE OFroA (4• 1 3/8'4A.B GALV. WI fSd x N'STL.GAO% WASHER 0.I 123-012 SARs. SIDE a�F POST. 3/B'4`AB. GALV. VOI•SM x W'STLGALV.. W' `R PLL - .024' 024' .032' .032' ���p�mm©©Dao©©©�mmm©©Dao©©©■�� ��.r:>•�.�©vv©©©©�®mom©©oo©�©vv I T O.C. 20' O.C. .024' .024' .02 4' .024' .024' .024' .024' -.024' .C124' .024' .032' D32' .032' .032' D32' 032' .032' .040' .024' .024' .024' 024- JD24' .024' D32' .032' D32' .032' c2141651AS 21- lat -v Q111 SMS CA TEKS. TABLE B / FASTENER ! ANCHCR BOLT CONNECTION TABLE C t •+! .,'•, .. • 3 ooaol 1 22' O.C. F o RAFTER TO BEAM CONNECTION J BEAM TO POST CONNECTION 024" WINDSPEEO=70MPH WIND SPEED -OOMPH WIND SPEED=70 MPH WIND SPEED -00MP.Fl .024' RAFTER TO BEAM M RAFTER TO BEAM ON SLAB ION FTG. ON SLAB ON FTG. .0 24.' .024 • 14 11 EA.12J-0LE SMS. EA. LEG t4 -TOTAL) 121-•IOSA[S.141-f10 RRAAFTSE7fER� 4-TOTALI SA15. 1(21-010 S.M. EA. LEG EA LEG EA. LEG (4 -TOTAL) (4 -TOTAL) Sit 121-•00 SMS OF RAFTERS (4 -TOTAL) 1 A. a 105A1 EA. LEG 14 -TOTALI (4 A-* 10 SMS 20 21 D a QI 20 •032' /��{•,, +. ;. J� / >j ,032' 15 Wil 032" 040' POST BASE CONNECTION 040 WIND SPEED -70 MPH WIND SPEED •90 MPH. WIND SPEED -70 MPH WIND SPEED- 90 MPH. N SLAB ON FTG. ON SLAB ON FTG. ON SLAB ON FTG. ON SLAB ON FTG. . 7 23 b ^ v SHL I 2)-gOSALS OA TEKS EA.S{OE OF POSTl4- e Il-YB'4X 21 MBEQ AppIDR gDL7 (2)-•12SMS OR TE KS EA .SIOE OF POST l4 -TOT.) 11-)Aiyx24 1tBED AttCltOi (a-412SALS OA TD6 EA.SWE OF POST14-TOL) U-3B"x24 EMBED• SOLS :21-0 MA TEKS EAS ( OF POST t4iOL1 POST,(4417r.) tD.1r,• xG. EMBMA43CA BOLT W! 2 x 3 X3A4•SIL.GAL WASHER FLT. I7 IB SHL 11 •1OS1LS OR TEKS.EA. 9DE OFroA (4• 1 3/8'4A.B GALV. WI fSd x N'STL.GAO% WASHER 0.I 123-012 SARs. SIDE a�F POST. 3/B'4`AB. GALV. VOI•SM x W'STLGALV.. W' `R PLL - .024' 024' .032' .032' ���p�mm©©Dao©©©�mmm©©Dao©©©■�� I T O.C. 20' O.C. .024' .024' .02 4' .024' .024' .024' .024' -.024' .C124' .024' .032' D32' .032' .032' D32' 032' .032' .040' .024' .024' .024' 024- JD24' .024' D32' .032' D32' .032' ($j c2141651AS 21- lat -v Q111 SMS CA TEKS. TABLE B / FASTENER ! ANCHCR BOLT CONNECTION TABLE C t •+! .,'•, .. • 3 ooaol 1 22' O.C. F o RAFTER TO BEAM CONNECTION J BEAM TO POST CONNECTION 024" WINDSPEEO=70MPH WIND SPEED -OOMPH WIND SPEED=70 MPH WIND SPEED -00MP.Fl .024' RAFTER TO BEAM M RAFTER TO BEAM ON SLAB ION FTG. ON SLAB ON FTG. .0 24.' .024 • 14 11 EA.12J-0LE SMS. EA. LEG t4 -TOTAL) 121-•IOSA[S.141-f10 RRAAFTSE7fER� 4-TOTALI SA15. 1(21-010 S.M. EA. LEG EA LEG EA. LEG (4 -TOTAL) (4 -TOTAL) Sit 121-•00 SMS OF RAFTERS (4 -TOTAL) 1 A. a 105A1 EA. LEG 14 -TOTALI (4 A-* 10 SMS 20 21 D a QI 20 •032' /��{•,, +. ;. J� / >j ,032' 15 Wil 032" 040' POST BASE CONNECTION 040 WIND SPEED -70 MPH WIND SPEED •90 MPH. WIND SPEED -70 MPH WIND SPEED- 90 MPH. N SLAB ON FTG. ON SLAB ON FTG. ON SLAB ON FTG. ON SLAB ON FTG. . 7 23 b ^ v SHL I 2)-gOSALS OA TEKS EA.S{OE OF POSTl4- e Il-YB'4X 21 MBEQ AppIDR gDL7 (2)-•12SMS OR TE KS EA .SIOE OF POST l4 -TOT.) 11-)Aiyx24 1tBED AttCltOi (a-412SALS OA TD6 EA.SWE OF POST14-TOL) U-3B"x24 EMBED• SOLS :21-0 MA TEKS EAS ( OF POST t4iOL1 POST,(4417r.) tD.1r,• xG. EMBMA43CA BOLT W! 2 x 3 X3A4•SIL.GAL WASHER FLT. I7 IB SHL 11 •1OS1LS OR TEKS.EA. 9DE OFroA (4• 1 3/8'4A.B GALV. WI fSd x N'STL.GAO% WASHER 0.I 123-012 SARs. SIDE a�F POST. 3/B'4`AB. GALV. VOI•SM x W'STLGALV.. W' `R PLL - .024' 024' .032' .032' ($j c2141651AS 21- lat -v Q111 SMS CA TEKS. - s12x / FOX ENGINEER1NG -- "'� 'a" JAM[s M. 103(. STRUCTURAL ENOIIN66R .a• TEL■•■APO .•. •o.■■•. CALIFONSIA .•t4• EKS OR E T IOE OR T DE OR TEKS 510E EA. SIDE EO-SICE a CA. SM ATTACHED -Y PATIO OOIER W/24'MAX.ON. L.L.'IO 20 8, 30 PSF WIND SPEED +70 a 90 MP. l/ 3M4 � � I a 12 -T POST 4 TOT) iOSTile -TIDE) POST l4-Wf.l R75T � -TOT.) OS 70 T( - K.IL 6 24(a -4A 2' EN "6X24' 121-�X 212' W-VX2 LE' / BOITW/W/l'�X BDUBBBEEEDDDW/l O�+BTTED��. BOLT W)I-Saw . 3Hi,11 Lt'WL. GAL-[ L04'STL. GALIA L4'STL GAUL V4M.GALI1 . MViPIM FLY WA94M PLL I" WASHER PLY tE L )OOT T[• 'LJ s �Lt-�r�K\tq��t�O• CO T[ SIU. Seltn ]iet( Oe U[SCO .K,O\.. 7. DO...... [S •0 171 M• u uu0 <{josA[•• sllU. sutrr /��{•,, +. ;. J� / >j Sr4(111.11 O AK DOST T1KS 17J t\D 1] S." t[ YHO 11 f00TI"'. S[[ Pat'.". SCKOIA[. YIS S I. 3. T.let elet�rl. WIN[. OS j70 S OEV(g Tft SCINt.1 .t. DOST TO Kole•'- CO\KCTIO. /O. OLrelLl..O CJ1 + q• ,• •! aZ V A.,� Q E.S ORT Na 5038 E - s12x FOX ENGINEER1NG -- "'� 'a" JAM[s M. 103(. STRUCTURAL ENOIIN66R .a• TEL■•■APO .•. •o.■■•. CALIFONSIA .•t4• ,..o-�� ATTACHED -Y PATIO OOIER W/24'MAX.ON. L.L.'IO 20 8, 30 PSF WIND SPEED +70 a 90 MP. AumrJt LATTICS 0 COVERLUATION Fy�gy) VALLEY ALUMM/M COMPANY r. uM OLN ST. (so2)279-.24 � I a 12 --- TED - K.IL ATTACHED LATTICE PATIO COVERS 2 x6112 X024 7=3' (WIND SPEED= 100 8110 MPH.) 23 1 23 5 TABLE A 1 .5 1 2 MAXIMUM POST SPACING 8. 1 Z FOOTING SIZE WIND a 19 / 23 P.S.F UPLIFT I9 / 23 P.S. F. BEAM HEADER P INCLUDES RAFTER 2 3' X 8' X .042' BE 4M / HEADER 9,_O' 3' X BeX .042'+ CHANNEL INSERT BEAM HEADER TO 10-0' SIZE POST FOOTING MINIMUM NUMBER OF POSTSPOST 7 4 FOOTING_ Iv11NMUM NUMBER OFPOSTS POST CONN= 24 MAXIMUM 2400• SPACING SIZE 2 POST TI?E POST TYPE 11 SPACING SIZE POST TYPE POSTTlPE NO. OF SCREWS OVERHANG 6'-3' aN• NI oN IOOhIp-KJIIO%&pm 12 2 3 14 112 2 314 omAsllom FUOT , K)OmPH!IlompH 192 13J4 6=3 1 12 13 4 IOOMEH. HIO KPH 6- 10'- 0' XXGfrt)(D24• G'-3' 10'-4' 25 1 25 G 3 3 2 71 4 412 25 G'-3' 23'•11 32 32 6 I - 3 2 7 -1-4 2B / P 8 / 12 3 I I' - 0" Zxbu2-xD2+ 5'-9• 10.0. 25 1 25 6 4 3 2 81 4 413 3 5-9' 25-1 33 33 6- 3 2 8- 14 3 4 3 12•. 0" rXr-uixO32 5-5' 9'-8' 2S 1 25 17 4 4 2 8 4 4 13 5=5' 22=3' 33 33 7- 4 2 81-14 3 8/ 12 8/ I Z'- 0' z'x612'xo3z 6-I' 9=4' 25 25 17 4 4 3 9 5 5 3 5'-I' 21'-7' 33 33 7- 4 3 9- 5 3 8/ 12 8/ / 14'- 0' 2'xou2'xO32 4'-9' 9'-I' 2G 26 8 4 4 3 9 5 5 3 49' 20'-11' 34 34 8- 4 3 9- 5 3 8/ 1 cjj 15'- 0' 2'xG(2'x D4o 4'-G' 8'-10' 26 26 81414 2xGIra X040 3 10 5 5 3 4'-G' 20=4' 34 34 8 - 4 3 10 -15 - / - / - a: IG' -0" uitex44o' 4-3' 9-7' 2G 2G 9 5 5 3 IO 6 5 3 4'-3' 19=9' 34 34 9 - 5 3 10 - 5 -57-- / - / - 10 17'- 0• 2'X GIIZhD40 4'-0' 8'- 4' 2G 26 9 515 - 5 3 11 6 G 4 440' 19'-3' 35 35 9 - 519 11 - 6 -- 0 0 - I '-0' 3x 8'XD42• 3' -IO' 8'-i' 26 2G 9 5 5 3 II G G 4 3' -IO' 18'-9' 35 35 9 - 513 II - G -- ' 19'- 0' Tx 81.042• 3'- 8' 7'-11' 27 27 10 5 5 3 12 G 6 a 3' 8' 18'-4' 3 5 35 b - 5 3 12 - G - J 20'-0' YXe'X.o42' 3'-G" 7-9' 27 27 10 G 5 3 12 7 7 4 3=G" 17=11' 35 35 10 - 5 3 12 - 7 - L' THICKNESS 8'- 0' 2 x6112 X024 7=3' 10--4-1 23 1 23 5 1 3 1 .5 1 2 it 1 .5 1.5 1 Z 7--3' ZZ -1 3U 30 1 51- 31 2 1 6 I - 13 2 1 0 / 12 1 0 , 8/ 8 9,_O' z x612 7624 G'-0' 10-0' 24 1 24 6 1 31312 6 3 7 4 4 2 G'- 8' 21'-8' 30 30 1 G- 3 2 7- 4 2 8/ 12 1 8 i LL;10'- 0' 2 xGl2x.ota 6'-3' G'-8' 24 24 6 3 3 2 .7 4 4 2 6=3 20'x0' 31 31 6- 3 2 7- 4 2 / 12 / 7 II' -0' zIt6102X-024 5'-9' 9=8' 25 25 6 4 3 2 8 4 4 3 59• 20'-1" 31 31 G- 3 2 8- 4 3 / / 3 O• zxGU2 X-Ou 5'-5'E8% 4 25 25 7 4 3 2 S. 4 4 3 5=5 19'-5" 32 32 7- 4 2 6- 4 3 30 / 11! 13'- 0' zxruzxo3z 5' I 25 25 7 4 4 3 9 5 5 3 5 I 18'-9" 32 32 7- 4 3 9- 5 3 / / 30 14-01 2 XG12 1,032 4'-9' J. 25 25 8 4 4 3 9 5 5 3 4' 9' 1 B' ,Y 32 24 8 4 4 3 9 5 5 3 J 15'-0' 2xGIra X040 4'-G' 8- 2G 2G 8 4 4 3 10 5 5 3 4=6 IT' A' --%:)4 J 16'-0• 2XG112x.040 4=3' 2G 26 9 5 5 3 10 G 5 3 4' 3' 17=3' 33 33 9 - 5 3 10 - 5 -12 L' THICKNESS 8..0. 2 XGI2x.O24 7= VI 3-' 0' 22 1 22 5 1313 r o 2 6 3 3 2 7'-3' 18'-9' 2 B 91- 0' •024' 024 .024' 51313 TO BEAM M RAFTER 2 6 3 3 2 8/ 8 tl/ (21-4q SA15. EACH LEG l4-TOTAL3 9'-01 zxcuzxn24 G=8• 8'-8' 23 23 6 3 3 2 7 4 412 13 0' 032' - 032' 040" G'-8 18'0' 29 29 6 3 3 2 7 4 1412 J J �j 10' - 0' 2 xr uz x.o32 G2' 8-4* 23 23 G 3 3 2 7 4 4 2 G'-2' 17=4' 29 29 6 3 3 2 7 4 4 2 / / D 11'-0, 2xGIt2x032 5=9• 8'-0' 23 23 6 4 3 2 8 4 4 3 5'-9' 16'-8 29 29 6 4 3 2 8 4 4 3 / 8/ 0 17-0' zx61tzxo32 5L4 7=9' 23 23 7 4 3 2 8 4 4 3 5'-4' 16=1' 30 30 7 4 4 2 8 4 4 3 M 13•.0• axruzX040 5'0 7=G' 24 24 7 4 4 3 9 5 5 3 5=0" I5'-7' 30 30 7- 4 3 9- 5 3 J 14.0' 2 xr uz x040 4=9 7=3' 24 24 8 4 4 3 9 5 5 3 14'-8' 15= I' 30 30 8- 4 3 9- 513 8/ 8/ L' THICKNESS x V uz- 6 3 X tT KAl- I LH TABLE B 13 SPACING FASTENER / ANCHOR BOLT CONNECTION TABLE C PROJECTION 18'O.C. 20' O.C. 227 O.C. r o RAFTER TO BEAM CONNECTION _1 Ha- BEAM TO POST CONNECTION n' 81- 0' 024" 024• 024' WIND SPEED -IOOMPH WIND SPEEDe11OMP.H. NDSPEED • IOOMPRWIND SPEED •IIOMPK 91- 0' •024' 024 .024' TO RAFTER I TO BEAM M RAFTER TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. 10'- 0' .024' .024' .032" I I% D' .032' .032' •032" la SIR. II (21-.10 SNS CA. LEG l 4 TOTAL I (2)-+ Is SKS wt;D2•X UB' LEGS. IR4. FU EA (21-4q SA15. EACH LEG l4-TOTAL3 (21-1114 /1[2•x 116• LEG. 14 -TOTAL 12- 0' .032'.032' .032, Q2 [ 21 1 YXIM I 3N ON 440* WI INSERT I INWM. EE RTOINf1fE415 445 13 0' 032' - 032' 040" 15 SNL 11 l2l-•q E1)AIE OF RAPIER 1 4 DOTAL 1 (41-N 12 SKS wt lt8- X r5L1 WAS)EA. EA (2)-Y M SATS EA SUE OF RAFTER 14 -TOTAL I 14)-4,12 S. W/ 1$•x 1'54. WASNER,EA. (4-0' ,032' .040' .040' 15'-0' 040' 040' .040' J J I .-0< .040"7F40-7-042' WIND SPEED IOOMP.H. WIND SPEED IgMP. WINDSPEED IOOMP. WIND SPEED igMP.K HOA. , 34 :TTNA. :JC q`. �um rm1 FOOTING: N SLAB ON FTG 2 ON SLAB ON FTG z ON SLAB ON FTG ON SLAB ON FTG. O 0 ,r,A� `J STIR III 12]-4QSAla OR TEXS. EA. SIDE OF POSTl4-TUU a II -3 0 X 2UZEiABEa ANhgR BOLT W1 Sx 114• 12)-412 OA TEKS EA. SIDE OF POST14-TOC) 8 I1 -1A X 2V2EMBED ANCHOR 8CLT W1 3"X 4• 17 r 4 18 SNC II 21-412 SIA OR TENS. EA. SIDE OF PEST l 4 -TOTAL) 318'/ A•6 GALM W1a•S4 x 94•STLCA19 WASHER U. 12)-412 OR TENS. E A. SIDE OF (4 -TOTAL) 318'I'A' GALV.wlr�d V4'SIL GAL'd IWASHER R2 a • J B' - 0' .024' u .024' .032 P08T TYPES 5*- 0' •032' .0 32' .032' v < Q 3 SMPOST+(2)- 2'X.6.1/2 x .024' W l (8 )-# 14 SMS. -0. 3't(1.P05T+(21- 2'Ar- 1/2' x.032 Wi(8)♦14`.SM © 3' SQ POST'. (2) x024F W/(121-414 SMS: ® 34M R)ST+(2) - 2'X G Ill' X:032' W1 (12)-414 -S.MS e Y 10'-0' 032 .032 .032' 11'-0` 032 .032 040" 12'•0' .040 .040' .040' 8 ® IS SII 21 �WS.►l ORTEK5EA. SIDE OF POSTG f 4 - TOTAL 1 s 12)--55118 •X4 BOLT wT 114 STL. GAILY. WASHER PLX l2!-YNS ORTEKS.EA. ?RE - 70TALT s f2T-518wx 4 BOLT IIIWEIMA 14 STL. GALY. WASHER RS. O Cali 11 -�� �- St118[i y" X So ONC.EMBED i �y,�1� -3reYltBE 13 ODNG ,EMBED. A.B.• LNCHOR.L•?D 30 zl-le'•K 21-314'• x B' COO EMEIM 13'-0' .04D` 040• .040' [ t • 14.0' A40 .042 .X 042 a•v2' MTi' 1211-3 EIX�4 Afi TAB,[ FOOTAOT[!: T:--POST'RIT-9EL8,OA CO�"E SLAB. SAFETT STARE OR A8[5CA ANCHOR, 4.TOR*VX000'BEAIi W/. 11g 4)FORLI.IO PSF W'WiL PIiDJEQIDN' 7. POlT TiPE3 t AND ] MT 0C USED A(,.,r,ONCNET,�SlAB. SAFETT USE;l4AI FUR LL•20 P.SF• 2 RM LL-•�P.S.F. MAIL PROJECTION: EL4A'CRy1 STANL OR AB 0 ANC POST TTPC! 1�2T1 ARO 111I1P'EEii[][] SNALL BE USED LL- RSI. 14.00x. TIONS NO OETAL wn21-S1D"A[L� N AT FOOTINGS. SCC POST-TTPE SCHEDULE. HIS S T.. TO BEAN mum 4 POST. ]. TOTAL MINIMUM NUMBER OF�O SHEET11CTAL SCREWS PER POST TO SCAR _FOE n� M W/ WSER7lAE OETAIL G SHEET 11 FOR ROST 6L1E OD.R: CONVECTION FOR OCTAILS 2 ANO t a DETAIL (9. SHEET II FOR POST BEAM WADER COWL .� ro•n•ez EVALUATION r.ICTE FOX ENGINEERING poo REPORT Na JAMS Y. FOR. STRUCTURAL [NOINSSR . 5038 •904 TILnnNAPIN NN. •agony. CALIFANa1A $0240 aetAu rotts oro sx[vaanOsI 1. Al-1-ecoolP •N *two**** two -r t- lbt-t atltim or I- Ywitom Abt Id IM l - 1122 .dltlCe.- t•o of the Alrin.e C-•lrect leo 2. AM,.1. lts-- .1-1- .Ilse bar be weetlt-lN Isr ao- .. preoided UH .re yl.-eN .1An t- atrin-w .NNI•alen •N n•.o awl •< vr••Nr x1.14 and -/tl-b •trewven11 3. All <e -NN •ball -N • (File 23 cot ewee••l.e etre-tw of 2.000 P...". C - t. elY •ball n•oe ]I• .1.1"r lhi=.. •M •-ll NO, 1. peed cp-ILLM. •. 41 rNII-6a ell Mer - Fire. -carol ..1-di.t.-ad all .r Nrt/flN rill. Patton ....(cel -11 M.r1-6 Ore...... 1.000 O.S.F. S. All ♦to.l -1. •ball be Mt-dl1 vbt..nlree .r oleetrNleaN .M fore to A. s. T.N. A. -A. CINe C. A. Alrinue I.tlt-i• .ball M 2024-T•. All ethO, 1-te-N .1x11 M pp•aI..nlrN t-3 or tell,,. plated. UI Mlle .-Il e.wlore to /.3. T.•. A.30T •ed he- wt.,4.ld e -t let. .e. -re. Net•. far tells All •o bolt die-t.r p1 -e 1114•clr. 7. [.►-.1- .elta SMll be Hills Role [elft as II NSM, Plots or Pel per I.0 8.O. [.A. ba. 1127, All M1t• •ball to- . ab- - lee t. -- ap dl.t•-e of A 6.1tdlrtett. A. [ten I-tellotlow •ball Mar N ldanalfvt-6 ted 11-1-6 LAO now. M Ndn- J lba .e-6foet-ret. debts. lead• •od -b.Yll ltr. A.All ltm-erelnl-6 4 Stn-rtlwloe lwotell.11l ell M btrelN. 1.•.. Ertl Na. -.t .d-1-6. INIUq d.lalt• alt. Ia. a -w lattl.o poll. to -r •-11 -t be .-l-a .Itn .car t1- tr -led -l.rl•1. .N too, dde19, lode -.w-1, .soca even ad t. lba -.t-tet projected area of the lattice. ref[ore. Ne. Ott. -r I.C.A.O. 11. Far'an a.t.it ror...wc... a moot 11 of 12 „1,Ie.POOL ab•.. rACHED,LATTICE-TYPE LMMI PATIO COVER W/24"MAX. O.H. L.L.•10, 20 81 30 P. SF. WIND SPEED'IOOa 110 MPK 171 2 OF 12 1 NOTE: NO CRACKS WITHIN YG•Of POSTS SMALL BE Of Parr SMALL 8E SET BACK A MINIMUM OF 4• FROM EDGE OF SLAB (x91 RES ta:ax :aortal, . ,:• cMaEn.uu tasnn.c a ctrl C01Rtt[LT lIw1wmn wtr r00TOIK. 2. coaCKT(p uoa Da Cl Not 91151 •w.0 O uY rill M COwSR---T , is IYt IN IN twSTallutor. 7. Dost slit y "' 7• sIN [ .au• t-. (ll i• I: i .Tats• s.l 7.54. . ., Y• 8•-7' L 11'' W MAX. POST HEIGHT 11 trtl OPtw ur?lcc.T,Dt srstGTu.t wat 9T MC aa"osao. OPEN LATTICE -TYPE PATIO COVER CROSS-SECTION CjR«t •ITIS •N IIICIr Icallow7, 1. • 'Dlr 1- 4-1. •. •.....•a • Nr ... latest NIt1- •/ tD• lf.N a•u•I.q Cw - tM Tsai 'NIt1- of tM DI -I- c-•awnl- •r r1. 2. t1l•t«te •1-1wr•Iter• • t D• •tall WtN /•t lD••• w-. 81.5.10 aM1 • rMteterN •Itw M• •Ir1w•• Da•Kl•tl- aM M•• awl Or I9«Nr rNu .r .lu«a. 48042•• 7. •Il •.•Cita• call M•• • •twl.r 70 OSI cwmal•s •tr•w[N 17.000 I••.l. Cwnte s1N srll MN 71••Iwlr 1 fwrtNletru w call N l• MN t11.11-lwp ell . IIN. Mwnl •.••lswrl.4 «ll t. 11NN•r 1.111/lN flll. r•l- ••rtlNl Nll rase lww Onswn .1.000 R.S.F. t. all ••rat• •Ml1 a• M•H1• Ml• -1•N •r •1ratMtetN w -n- IN a.7. T.I. a.aY. G. C. a. :I - U /••twit •r11 N NI7••T•, all •twit I••awN -Mll r t�S.T.r.N• rf •r .%N II C.1 all Nll• call •-nn to 7I W ., N•.•O•N eat . «can. MIN IN tells call N Nlt •lwter •ID• 1/lt• N•Ir•. 1. L.Nw•I- Nlas Mil N rlltl NIY Nlte 11 IL •sew.• • •sN1 war l.c.a.o. t.i.r. Nr. All "It.a-11D..• • .a1- 1t.r tiMra Na• •{saw• a/ t Dalt OI -•tar•. a. [KY lMteltetl- w1{ DNr N la-911llw4 t•a [l•IM the caw •MIO NOD« •I tM •-•/-tent. Oa•1� lW •N 1••swllltt. •. Ill Itw• rr4M.. N •KY Nrtle•1•t !w•te1te21 Wll N e1eelN. I.t.. /r•7Ka. I••t •aKtM• /N.1lH•t•. 10. OM INlln «t1• c•••r Wll Ktt N _1' 1•N4 •1M w tt1. Of rlU «tette!. W lr N•1a• 1W MN It OM •/w11N N W Mnr.0. /r•1KtN •m •I lM Isatln. t•fter•. rNr• •K. Nt {.L.a.a. erlt.rl•. 2 1\. I•r 11 ON•1l n11.80••. s•• !Mat 11 •I I FASTENER CONNECTION TABLE 17=8' 3'XS'X.030' 12'-8' V-0' 16' -II' 2= xIp18"x2'1"2:G'S4xe 18hz-v1'2'-4'Sax •' I87'xz2Ir1Z-8'54x81' x2G't' w WIND SPEED ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED - 70 8190 M.PH.) TABLE A r [� 15'-2` 6'-0 15'-G' 2-'S4xI0I I$' x2' c�8'Saxe, 18,"2=4.1 2=G�ax�IA"Ig x2=311 2=IOrsoxb(' x2= SEE BEAM MAXIMUM POST SPACING 8 FOOTING SIZE,WIND = 10/1.5, UPLIFT =10/15 3'X 9X.042' c 7-0' 12=5' 2%Tsox10 IB''x2=2'%I ZVSQII IBS•2:G"' 2 p+ --I 18x2=4'1j 3'Osnxe' 16'x2=8'[' dz W 3' X 8' X .042' BEAM /HEADER WITH CHANNEL INSERT ?� �� W N o °{.` w" .j _j FOOT I NG SIZE w o o w WXp 121-WIZSHSEA. LEG BELOW. a 1- MAXIMUM POST HEIGHT & SIZE _(n ROW 0. cu °C =)Cr 3'X 8'X .036" MAXIMUM POST HEIGHT - V-74 MAXIMUM POST HEIGHT = Wo' 5'-0- 14'-2 Z-2s4Xtif" 18"x 2' " 6S Z-axl8't' ''12=2"' 2'4snx(t3a' Ig x2'2'11, 2' 854x8" 18'ox2;4' ' z. •t 20-7' < 14-9' WIND 70 RP.H. WIND - 90 MPH WIND - 70 MPH WIND w 90 MPH. w 0 fo d' .042' 121-0 O. SALS. CACH SOE Of RAFTER (41-010 SM.5. NO SLAB 2 r(1 SLAB' NO SLAB MI! SLAB NO SLAB .w! SLAB NO SLAB100 SLAB m FASTENER CONNECTION TABLE 17=8' 3'XS'X.030' 12'-8' V-0' 16' -II' 2= xIp18"x2'1"2:G'S4xe 18hz-v1'2'-4'Sax •' I87'xz2Ir1Z-8'54x81' x2G't' w WIND SPEED 21=2" 3'X X.03G' 15'-2` 6'-0 15'-G' 2-'S4xI0I I$' x2' c�8'Saxe, 18,"2=4.1 2=G�ax�IA"Ig x2=311 2=IOrsoxb(' x2= SEE BEAM p 24-9" 3'X 9X.042' If 5' 7-0' 12=5' 2%Tsox10 IB''x2=2'%I ZVSQII IBS•2:G"' 2 p+ --I 18x2=4'1j 3'Osnxe' 16'x2=8'[' TO POST al TO RAFTER TO BEAM TO RAFTER TO BEAM CONNECTION TABLE .j _j 12HOSMAw/Iu2'XX8' 21-MIOSUSEA.LEG (21-012SMSw11112'1t 121-WIZSHSEA. LEG BELOW. (21-012SIA&EA.LEG 14'-8' 3'X 9X .030' 10'-G" 4'-2' 15'-G" 2%ISnx ' 18"xH0't1 2'4S6x10' 18 2°2'(' 2=2S4xte("1$' x2' ('1 2'-GSoxtel.' usiX '4't" 1 4 -TOTAL) a 17=7 3'X 8'X .036" 12'-7' 5'-0- 14'-2 Z-2s4Xtif" 18"x 2' " 6S Z-axl8't' ''12=2"' 2'4snx(t3a' Ig x2'2'11, 2' 854x8" 18'ox2;4' ' 22 I W:-8 20-7' S X 8'X 14-9' 5'-10 11'-4" 2 4 ig*x 2' ('1 Iri i8"xZ-4'(" 2=GSaxla' 1$'x2 Z") -IOS4xtS1' 2'.6 ' (4 -TOTAL 1 fo 1 4 -TOTAL 1 .042' 121-0 O. SALS. CACH SOE Of RAFTER (41-010 SM.5. 124rIO SMS• EACH SIOC OF RARER. FASTENER CONNECTION TABLE a RAFTER TO BEAM CONNECTION COVERS WITH MAXIMUM OVERHANGS ( WIND w WIND SPEED -70 M.P.H. WIND SPEED -90 MPH. WIND SPEED - 100 M.P.Ii WIND SPEED - 110 MPH o TO RAFTER TO BEAM TO RAFTER M BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM LIVE LOAD - 30 (21-010S.MlSEACH LEG 12HOSMAw/Iu2'XX8' 21-MIOSUSEA.LEG (21-012SMSw11112'1t 121-WIZSHSEA. LEG (21-1012S.14SEA.LEG (21-012SIA&EA.LEG 121-41-123HSEAL ® l4 -TOTAL 1 xASH. FIX EA. LEG 1 4 -TOTAL) 5at5MER RX EA. LEG. is -TOTAL 1 wll lx 3'x M lo,6K 14 -TOTAL) t2 w/I'X YX •IIMSI A 22 I W:-8 ( 4 •TOTAL I 4-2' 14 • TOTAL) 121-5+8�M$ :p BM 1 z )-3m!o M8. TO POST (4 -TOTAL 1 121 S16lM&TOSAY (2) 3m, F M e TO POST 1 4 -TOTAL 1 15 121-0 O. SALS. CACH SOE Of RAFTER (41-010 SM.5. 124rIO SMS• EACH SIOC OF RARER. 14)-4012 SOLS 141-•e S.M.S. EA. SIDE OF RAFTE0. 141-012 SMS 121-112 SM.S. 1.41-•l2 SMS• (4-10TAL) 1 4' -TOTAL I EA. SIDE OF RAFTER I. TOTAL EA. SiOE a BAITER W. I I t 4- TOTAL 1 I I l 4 -TOTAL) v1R I' 2 Q sro t� •st uuo row c now. 51 Tuts AMC' • aat uuC ran roorts: carol ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED - 100 81 110' M.PH. ) TABLE B S Z W 3 � CIL = � v L�`1 cr F z MIN wp �� �cr X 4� POST TYPES aT cc w g z = n R w a z m�U BEAM TO POST CONNECTION L,: 17=8' _ 117.31S2awST+(2) la su�5.�• 3' SQ• POST+ (2) -'2* It 6 1/2' a� w� WIND SPEED 70 MP.H. WIND SPEED - 90 MPH. WIND SPEED- 100 MP. H. WIND SPEED -110 M.P.H. LIVE LOAD - 20 LIVE LOAD - 30 LIVE -LOAD -20 LIVE LOAD - 30 LIVE LOAD- 20 LIVE LOAD= 30 UVE _LOAD - 20 UVE LOAD=30 X•0328'Wr(S"14•SMS Q 3, SQPOST+(2) 2'XG1/2, �t E 2❑ 0 3 -7c(---Gr- x024' Wr(12)-014 C -MS: 14 S POST+(2)-2'XG1/2' • t(A32' car 1121=4114 SNS. 22 I W:-8 3X 8'X 030• 4-2' _ 121-5+8�M$ :p BM 1 z )-3m!o M8. TO POST - 121 S16lM&TOSAY (2) 3m, F M e TO POST 12'-7' S'-0' Is PDA SS�OF�xi POSTS SEEABLE ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED - 100 81 110' M.PH. ) TABLE B S Z W 3 � CIL = � v L�`1 cr F z MIN wp �� �cr X 4� MAXIMUM POST SPACING & FOOTING SIZE, WIND • 19/23 PS.F UPLIFT • 30 PSE cc w g z = n R w a z m�U 3" X 8" X .042' BEAM /HEADER WITH CHANNEL INSERT FOOTING SIZE � czz MAXIMUM' POST HEIGHT 8 SIZE r Q MAXIMUM POST HEIGHT. 8 -7' MAXIMUM POST HEIGHT 1 1=0' Xgvai WIND - IOOM.P.H WIND . 110 MPH. WIND -100 M.P.H. WIND -110 MP.H. NOSLAB Z W/ SLAB ' NO SLAB W/ SLAB NO SLAB W/ SLAB NO SUB W/ SLAB L,: 17=8' 3'X 871 D30' 12'-B' 5-0' 16'-1I' z--8'S4x le(1)Is" x Lx4y' 2tarsax e' lev xz.G• z,rsaxte• 1(f • x 777 Y-rs4.x7 ley 1[2•_10• n� N SEE BEAM TOPST CONN C ON TABLE ABOVE. ; 21=2' 3'X8"XD3G' 15'-2' G' -O' IS -G' Z4atQXW41)18-0xz-GW"1j3b•5t3Xe'(z11s•Fx2.8'(T3WSMX18yz)0-xZ40 t s'•31511i 3)1et'Fx3(_rf ) 24'-9' 3XI X042' 177-9 T-0' 12'-5' xis12118•0xze'( z 13'm.xlw'2I Ir 0 x z, o - (z S-x1e-%11exxs-D•() 3'-55Dx-Er m IeyxT-2- 3 -7c(---Gr- a W:-8 3X 8'X 030• 4-2' 18'IWOX2G 0) 2'_II�QXB•It118'AX2'-8''11 15-G' 2'•GSO•X18141118yX2!-4.11f 2'-8'.16x18.11 LII -XV -011 2'-*SOx" 17-7' 3'X 8'X 03G' 12'-7' S'-0' 14-2 •SSOXIg•/11 Ia+xYG- 0I 2'-10Smxw1II181 x 2'sy11 z IrmX18'11 IerFxz'g III 3'.tsoxle•12111rox 2-10'(21 20'-7 SX8'XD4P- 14'-9' 5'-10 1 I'-4 2'-1036x184 IWOxY-0 La 3'•o'SMXIW211e30xz'-e' X21 3-IS4xle 2J 3-3'Saxie2J 3-rsQxl842J Ijf/x J 1 �Is It I� WDI y�' �Ir a . �v y' it w�♦� E y am r iQ 11 q' r I 'I Oran, 02011 i • / IBM E.S EVALUATION REPORT NQ 5038 O.1s Nx owlcEn 9LT • 2 W 3 f O X ENGINEERING G t N E E R I N G @'� m 1: JAMS M. FOX- STRUCTURAL CNOINCER 1010 tuaaurr rr. oo0rar. uurom4 0.591 '� ` �` r •" ATTA4ED LATTICE -TYPE PATIO COV t W/MAX OIi L.L.-20 & 30 P.S.i WIND SPEED •70a90 M.P.H at (awt-1 E PATIO C ER Das 014 err VALLEY /IZ(rAINUM COMPANY uAre M Si reCp/211F 622r •YI.L-J f17 4Ir •r+ -+•- aet 3 OF 12 Eo �_x.R 40. FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED -70 6 90 M.P.H.) - TABLE A S`E~*X0 S'"<<F Sc.lMAXIMUMPOST SPACING AND. FOOTING SIZE r •� C Pa., �yE �pF,�.o�� 3" X 8' X .042" HEADER/ BEAM 3" X 8" X .042" W/ INSERT HEADER / BEAM 4alE _ FOOTING SIZE FOOTING SIZE ��Lc� Mt,�4S44h Ba ma 0 MAXIMUM POST HEIGHT = 8'-7" MAXIMUM POST HEIGHT = II' -0' � o MAXIMUM POST HEIGHT = 8'-a" MAXIMUM POST HEIGHT =I 1=0" E 6.�s� i Sp4y D �3 aNu 70 MPH 90 MPH 70 MPH 90MPH XhQ 70 MPH 9OMPH 70MPH 90MPH �LNLMUM:�' 127 �. FSN I SLAB ' NO SLAB W/ SLAB NO SLAB WI SLAB ND SLAB W/ SLAB NO SLABgN WI SLAB NO SLAB W/ SLAB I NO SLAB WI SLAB I NO SLAB IWI SLAB I NO SLAB 10 LIVE LOAD 10-P.SF. 3 �I115-0' 14LG' 18 X 24'0) 28'30.11 181•X 29'11 33'511 x160) I 31'-11" I6/ X32%21 36,So. Itel2 le•X 36'(3) 41' SCI xr81 a 1j1 '•X8'(6 3'30'x1 11 '-IDG;•O' 131-3' I8'IX 24,,1 2G'=XI I182I8'1µ 3Ym 35'50•X1421 1 X 303) 41'SUX IS(y 7-0' 12'-3' 187x 241(11 26'SD•Xdl IB%X 26 (1) 30'50.X1 111 29-4 is .'v32'r2 35'SO,x14y I$"X 3C(3) 4Q SO XI6t31 1111 1 j S -O' MILS 18•X 241.1 26'3671 I Isox 26 to 29'50-x Ism 25-a IBWR` x 30'Q 33'%X IOX 34(3) 36' SQxla3 3�►f '1 111 S 3�7 7-Q' IO'IO' 181IX 24(11 27S -Q-771-, IB'"X 2G' (I) 29SQ.X I VI 24'-3' Is" X 30"tz 33'SQXIB'p 18 34'(3) 37'511X6(3 SEE DETAIL 4, XIII1I14IIIEE RFT IIiRe FOR tjLllIIII I�I SPACING Cay TNIU( 0-4' IBrd`X 241-1 2VSQxt8(1I IBWX 26'(1) 28'S2 -X I (1) T" =li COMIC. SUDS OPTIONAL I I'O' 9.10" 18OX 24111 12VS4Xt811) IBVX 26 of 29'SQx 11411 co 3YSQXt8i1 I8VX 32'(4) 36'59 X18(41 IW g• j' x•S 5:1.. 21'- IB'[ X 28111 • " 13=0 'N Flo I 903E 14-0' -4 IS' -OX 24'1„ 27'SQ•x6jII 18 28 11) 31'S11•x 18111 NOTE, 34•THICK CONC- SLAB o NO CRACKS WITHIN IB•X 2Ct„ 2 SOx181q 18 •x 28 Ih 32'S6X i8U OPtx)NAL 2'-6' 0/ POSTS SMALL 16-0' 119-7(1 THIS Opt* 1ATT ICE -1101 STII"CTDK PAT SSI! It ENCLOSED. • BE PERMITTED. I+= 18'-4' IWOx 2G(,, -30'SQxsit 18"'X 32141 34'50x6441 SMALL i SET BACK -r-Ir181x 26(0 29'SMX14, I8 - "X 32'(1)33�6xRY(11 A MINIMUM OF 4' mom EDGE OF OPEN LATTICE -TYPE PATIO COVER SLAB. MAX. PROJECTION --__ •_ __ MAX. SINGLE SPAN PER TABLE A B a C MAK. OH FETE : FOR BEAN TO POSETO BEAM SEE TABLE E• FOR RAFTER TO BEAM i -1-1111 LATTICE n I CONNECTION, SEE TABLE F. i ti ; ' J , I CROSS SECTION, SINGLE SPAN !-- P9w€cnoN..........._ - - LATTICE I l MAX. 50.44. I _ RAFTER SPAN_ I RAFTER SPAN MA OK ?IF SEE G 'L MI7LT•SPAN w�Tl-SPAM SEE EWL 3.5 NOTE 4910 I i ' 1101E 0 10 C �1- p 0SL2,Tmotcomc.AB, OPTIONAL 1 I I I 1 Jj I CROSS SECTION, MULTI SPAN 10-0' 0-4' IBrd`X 241-1 2VSQxt8(1I IBWX 26'(1) 28'S2 -X I (1) T" =li 32'SQ•xIs;. I x 321(3) 377SGx18141 I I'O' 9.10" 18OX 24111 12VS4Xt811) IBVX 26 of 29'SQx 11411 ?112 3YSQXt8i1 I8VX 32'(4) 36'59 X18(41 IW g• j' x•S 5:1.. 21'- IB'[ X 28111 31- six. It IQ, 18 X 32 (4) 36! SO X18N 13=0 'N Flo IVX 24(.1 27'SQx184, 1 1811 X 2$OI 30•SQx I8I11 2 -r7 r 18'r X 2 t,I 31' SQ.X4. WIN X Sew 35'SOX1N4 14-0' .1 r. IS' -OX 24'1„ 27'SQ•x6jII 18 28 11) 31'S11•x 18111 15548' 181• % z8'(11 34•THICK CONC- SLAB o 6-5' IB•X 2Ct„ 2 SOx181q 18 •x 28 Ih 32'S6X i8U OPtx)NAL 30'5QX SII IB'x 32'(4) 35'St1Xro141 16-0' B'-2' . l i ti ; ' J , I CROSS SECTION, SINGLE SPAN !-- P9w€cnoN..........._ - - LATTICE I l MAX. 50.44. I _ RAFTER SPAN_ I RAFTER SPAN MA OK ?IF SEE G 'L MI7LT•SPAN w�Tl-SPAM SEE EWL 3.5 NOTE 4910 I i ' 1101E 0 10 C �1- p 0SL2,Tmotcomc.AB, OPTIONAL 1 I I I 1 Jj I CROSS SECTION, MULTI SPAN 10-0' 0-4' IBrd`X 241-1 2VSQxt8(1I IBWX 26'(1) 28'S2 -X I (1) F- -2' 1a"• x 301, 32'SQ•xIs;. I x 321(3) 377SGx18141 I I'O' 9.10" 18OX 24111 12VS4Xt811) IBVX 26 of 29'SQx 11411 22-2 I6'0 X 30,1 3YSQXt8i1 I8VX 32'(4) 36'59 X18(41 IW g• j' 60P% 24'(,1 2fi SQ XIB(11 18'•X 2V,,, 3893 X 185(,1 21'- IB'[ X 28111 31- six. It IQ, 18 X 32 (4) 36! SO X18N 13=0 9'-0• IVX 24(.1 27'SQx184, 1 1811 X 2$OI 30•SQx I8I11 2 -r7 r 18'r X 2 t,I 31' SQ.X4. WIN X Sew 35'SOX1N4 14-0' B'-$' IS' -OX 24'1„ 27'SQ•x6jII 18 28 11) 31'S11•x 18111 15548' 181• % z8'(11 33 Q•x1811 18"X 32'µl 35'36X6(41 ISO' 6-5' IB•X 2Ct„ 2 SOx181q 18 •x 28 Ih 32'S6X i8U 19' 2' 18°• x 2Cu1 30'5QX SII IB'x 32'(4) 35'St1Xro141 16-0' B'-2' 1d"x 26(1) 2 511•X1 (. 18"x30'111 32S6xIBin 18'-4' IWOx 2G(,, -30'SQxsit 18"'X 32141 34'50x6441 17'0' -r-Ir181x 26(0 29'SMX14, I8 - "X 32'(1)33�6xRY(11 IB' -O' 18" x 26(1) 30'gXat. 'IBA" X 32'44) 34S1QIxIsto MAXIMUM RAFTER SPAN a OVERHANG TABLE -J1 RAFTER SIZE ( AT 241 O.C•)' 70 NUL CLEAR SPAN WIND SPEED M.P.H. 90 MAX. MAX. CLEAR OVERHANG SPAN M.P.H. MAX. OVERMAN 2 X G 1/2 X .024" 12'-4' 4'-4' 12'-4 4'-4: 2 X` GV2 X .032' IG' -G' 6-9' 1G' -G' 5-9' 2 X G 1/2 X .040' 20 -7' 7'- 3' 20'-7" 7- 3' 3 X 8 X .042' 1 23-11' 8'-4" 23' -II' 8'-4 BEAM 10 POST CONNECTION TABLE E RAFTER TO BEAM CONNECTCN RAFTER SIZE ( AT 24.0•-) TABI ,�, �P� wlNosPEED-7o WNosPEED"90 LIVE LOAD LIK.LOAD 10 1 20 1 30 10 20 30 FOOTING SIZE 4!plWIND 1OK", SPEED -70 WIND SPEED -90 70•.RAETER, .TO BEAN TO RKTER•, TO KAI 14 (2)w 10 SITS EA. LEZ. 14 -MIAL) 12rs10 SM.S.wllle X3X W tel6)agS EA. 1E6. 14 •TOTA ) a -w10 S.M.S. EACH LEO. ( 4 TOTAL) (2)-R.O X3X W I EACH 2 - - 8 21 IS ,(21-•10 SNS IEA90E OF RAFL(4-TOf.) 141-0 10 S•ALS. EA. SIDE OF RAFTER NYX 3NwWH1EL4Ton 121-• O SMS EA. SIDE OF RAFTER. 1A-MTA11 4" IO 5 OF RAFIFi rrclsn e L.L. 30 P.S.F. FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEEDA7O89OMMjNGLEjcE&hL TABLE C RAFTER SIZE ( AT 24.0•-) PROJECTION MAXIMLIM RAFTEII SPAN I CLEAR 1 MAXIMUM RAFTER OVERHANG MAtaul FOOTING SIZE s�cNG 8 X . WF NSE 2 MAXIIAUM �T HEKHT" 9-7" WXIIvUM POST HEIGHT = I I'0' 70 MPH. 90 MP. H. 70 MP. H. 90 MP. H. WI SLAB NO SAB WI SW IND SLAB WI SLAB IND SLAB W10 to SAB L. L.- 26 PS. F LL. -20 P.S.F 4 _.1-.a L- 2 F51- 3 X 8 X .04a• 31'-9" 1 17'-9" 7' I '-9" IrPllz t 1A�loo"1 •x 503 18Tr% L .• 30 P.SF. LL.. PSE L. XB x 4 I- 1 Bk2II 1 X281 $a L.L. 30 P.S.F. L. L . 30 PSF. L.L. 3( L - 5 I I -7 2 . 2fit1 I D) X3011 SOA FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED. 70 8 90 MPH.) -MULTI -SPAN TABLE D RAFTER SIZEI3I(pJgTlgl ( AT 24"O.C.) MAXam RAFTER 5°Ae t CLEAR 1 MAXIM M RAFTER OVERHUNG MAXIMIIM FOOTING SIZE POSw9043NS MAXBM(M POST a x e x Au 70 MP. H. 90 MP. H. W INW I W) SLAB I NO SM I WI SLAB I NO SLM MAXIMUM POST Aro• 70 MPH 90 MPH I WFSLAB I No SLAB I WI %AB NO SLAB LL.•20 P.S.F. LL. -20 P.S.F 4 1' 17= 71- 11-7- W.20'j 30 x30' Y D X sla L .• 30 P.SF. LL.. PSE L. XB x 4 I- 1 Bk2II 1 X281 $a x 2E.'0jM'3Q-S11Wwx .aa .Oa.r.o1 1. CONCKTI SLK (EXISTING 00 K") C0INLETILT IURMINOS NCR FOOTING. 7. COKrl TE SLAS OKS SOT EXIST Aro i SLK WILL K COSST2 KTEO AS PEAT W IRIS INSTALLATION, 3. roil SIZE 11 3• 50. a ,DQ• 113. SS. l .a3• . ] 3• SS. 3 ,IIS• • 3• M. L .tK• . -7. m•� FOX ENGINEERING JAM[[ M. /OK. STRUCTURAL [NOIN[[R 6080 TRLRRRAPN ■N. RNIRRRT. CALIFORNIA SARAN IIE� AT n: IT -(SAND OLIO E0. Shy ED "a..O•. �tK a, lt.E3 O am I•i aK OSIC IW IOOIIK COROI ■. POST TYPES 1 ID . 3'sa POST + (2) - 2'X 612' X .024' W 1(8 )-# 14 SIAS © 3'91POST+(2)-21x612' X •032"Wi ( 8)-914 • SOLS. © 3'SQPO5T+(2) 2'X412' X 0 24' w/ (12)-• 14 S.L S. 91 3'SCL POST+(2) - 2'X G 1/2A X.032' Wl (12) -*14 SITS. GEKAaI a011a •�%�� 770.31 t. Alrl•r O••It. w ate•..•• .. N• %A• I.M., Nlllr •/ w 1A11/•rA NI1.t" CM w w 11111 ceMAH at tM al..lwr C•w•testlr ..r.l. 1. of e•rra• .lrlar •u.T• w to •Taal MEN r•r Err •a..a, Pewt.r w. •N r«MNrN .lM lr AIr1aN N.r btlr w a•N Marl .r Irr.T "AIR w .Itlrw •ae•wSw. 1. Ill ceM ,. all r.• • late 11 Mr ewrcel•• •tr•a.EA AT 1.000 /. a.l. C.rr•t. a1EA ."ll P N 3I• •Lwl... tale w•aa w,HPAII N 1• "-I A. all Iralwla Mall .rr r Ftce. rwr•1 a I.terra•. «11 certlfl.• fill. N.1M Nrticel N11 .••TIM Prrr... 1.000 P.S.P. ' I. All •ta•a .wn W11 N AHS -•10 S.l••al•N .r .lrtrrMaN •.1 erf•ce t. A.S.r.A, A -«I. GTPAN C. S. .1NI- ,Matin• WIl N ION -Ta. All •wr THAI— aril N aN al.rt.Nal err aarlr PMtN. ►ll Nlt• Yrll sW.1- M .A.3.A. A-3cr w rN •trrr. Era TRAM rwr. Nl.• rr Nlt• Wll .• It -i . .-It PLN at&9 r.1•t. 1. EMP.«Ir Nll• •rll N Alift A.IS "It. N 11 u.•r •WL H •-111 Nr I.C. S.O. [.A.N. •117. All Ad".M•11 aaN • ".I- erea.M N« /l•NR• •/ S N1t .lara•r•. S.t«. Ir M11.11r wN r it NIbaalfFt" taS 111.1"rPAN ul. •A P wr••. •I tr rwN«Wrv. r.lv. M•a. w 1-Ilttr. S. 'all It... rTMrIM to .«. Partle•Mr trw/1.691r •1r11 N al•elN. I.... «•Art. Prt .-I". fralaS "tail. •M. 10. Ora I.ltla. rata e e -11 rt N aria«. •/K .a1 ETN at TIM rl•.MI. w IN N•I" ITA• .•N TIT N•a •Nll•A Mr INe.,-A ".I"" 'res J tr lattice. MIMn. Wr•. •M. Nr 1.61.0. rl qe l.. Il. r•e 11 .•MLI r•tAT.... .r Swrt 11 N 12. FREEi"WfINGLATTICE- TYPE ALUMA-LAMCEPA770 CO PATIO COVER LL -10 20 830 P. SF VALLEY AL LAI COMPANY WIND SPEED• 70 890 MRR t+. vArc sEb. 1fo2lre-6u. •,o, 4 oT 12 1w I�-u- 7-v- IZs•x [-lD, c-7sl.xlot, RYx c -o -n�tsxey II' -7' IS>5cZ-G' 2=95wc181,180xZ8 �,12--irsax1811 14.0' 4' 10' ISyx2' GiI 2=gxix 18 28'21 O'Saxlge) I I'-2' 117012=G'1112•IOscxI& IB' -ITe) 3'-0 IB IS 0' 48' Bax 2-G,,, 2 gsoxll�, 18� 2-$,z, 3-I'sCxl&�, In' -In' IFf�x2-R' I„ 210 IR, IR.x2=I0'1a-I I of KIMUM RAFTER SPAN . FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED = 100 8 '110 M.P..H. ) TABLE A 100 MAX. A SPAN MAXIMUM POST SPACING AND - FOOTING SIZE 9,-5, 3,_01 3' X 8' X .042' HEADER / 8EAM 3'- 2 x G 1/2 Is 032 ' X ' W / INSERT HEADER / BEAM 2 - - FOOTING SIZE FOOTING SIZE 15'-9' o z MAXIMUM POST HEIGHT - 8'- 7' MAXIMUM POST HEIGHT - 3 x 8 Is 042 � i MAXIMUM POST HEIGHT - 8 - 7' MAXIMUM POST HEIGHT - co 3 m�-< 100 M.P.H. 110 M.PH. 100 M.PH. 110 M.P.H. Qya 100 M.P.H. 110 M.PH. 100 M.P.H. 110 UP.H. _ BEAK2 - RAPE 14.707.1 RAFT.(4-70T.) RAFT. (4-IOT.1 WISLAB IND SLAB IWISLAB NO SLAB W/SLAB ND SLAB JWISLAB IND SLAB MSN W/SLAB NO SLA W/SLAB NO SLAB W/SLAB INOSLA13 I W1 SLAB I NO SLAB 3-)1 LIVE LOAD -10 PSR 5'-0' - I' 18 x2=2i1 2=45ax1 I I %x2=21=G'sax1&2 T- 3, IA''7 2. O;. ?-3saxlP.n IR�x 2=2'z 2=5'saxlA,1 IS' 8' Igvx2=8' 3=lsaxl8 Ig�x3'O nl3'-3snxlE� 117* -9 ._. T_ ......._. I�-u- 7-v- IZs•x [-lD, c-7sl.xlot, RYx c -o -n�tsxey II' -7' IS>5cZ-G' 2=95wc181,180xZ8 �,12--irsax1811 14.0' 4' 10' ISyx2' GiI 2=gxix 18 28'21 O'Saxlge) I I'-2' 117012=G'1112•IOscxI& IB' -ITe) 3'-0 IB IS 0' 48' Bax 2-G,,, 2 gsoxll�, 18� 2-$,z, 3-I'sCxl&�, In' -In' IFf�x2-R' I„ 210 IR, IR.x2=I0'1a-I I of KIMUM RAFTER SPAN . 8, OVERHANG TABLE RAFTER SIZE ( AT 24' O. C •) 100 MAX. A SPAN WIND SPEED M.P.H. 110 M.P.H. MAX. MAX CLEAR MA3 OVERN11N6 SPAN QVEIN '21x G 112'x.024 9,-5, 3,_01 51-5, 3'- 2 x G 1/2 Is 032 12'- B' 4' 0' 2 - - 4' 2 x G 1/2 x 040 15'-9' 5'-0' E12'-8° H.T. 4 -TOL 3 x 8 Is 042 19. 4' G'- Or 18'- 4' fo- I IU HU -51 CONNECTION TABLE t RAFTER TO BEAM CONNECTION TAe-E F a WIND SPEED -100 WIND SPEED -110<<11, WIND SPEED 100 WIND SPEED 110 �•� LIVE LOAD LIVE LOAD IS%IFro'QAFTEN I 'TO BEAN TO RAFTER TO BEAN 10 1 20 1 10 23•12SNs a sms. IZ•te sms. la•seS.KS 1x" 2 - - 2 - - LEG wil L E (E-IUT.) %J -TOL) FXJ31.LxE1GMMm TIM- - 4 - - 4 xeiv4w,2' 14 . 4.70E H.T. 4 -TOL - � 121•re 121-seS.ILS. b-012 S.NS IS 121-012 Sus 3i19'a M2-gSIB'S RSfFTE) Nam G.90t OF EASOE OF EA.SOE OF EA.SOE OF . V.D.M. . E%1M.2• - _ BEAK2 - RAPE 14.707.1 RAFT.(4-70T.) RAFT. (4-IOT.1 A440T) FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED•100BEIIOMPH.) IN A TABLE RAFTER SIZE (AT 24° D.C.) �� J� L;, MAXIMUM RAFTER SPAN (CLEAR) MAXIMUM RAFTER CM37HANG MAXIMUM FOSTSPAtJItfi 3 x ax o4z, W1 INSERT FOOTING SIZE MAXIMUM POSTHEIGHT- - MAXIMLA4.Fo6T HEIGHT -7-F-7 100 MP. H. I I H. I M.PH. 110 MPH. WSLAB ND sue WISL48• NO SLAB WISLAB NOSLAS WISuB Fx)SLAB LIVE LOAD 20 P.SF. lz1 , m , Iz e1 3"X B°X.042' 31'-9' 17=9" -0" 13'-9' Ie►xzse' a Ienl w 2;.ae i:3, Y•r,o.re a3' -z -5A116 LIVE LOAD= 30 PS.F. n1 ILA /a 1 1 u e 1zI 3 X ' X .042" 2G' S' 1 - 5-10 12'-7' 1a BhczBr Y09nA18 e�rr� YaxB ��1YtJ 7'- e NOTE : REFER TO SHT3. 4 d I I FOR CROSS-SECTIONS b DETAIL CONNECTIONS FREESTANDING LATTICE PATIO COVER W! OVERHANG ( WIND SPEED -ED a 50 MPH.) 'MULTI -SPAN TABLE RAFTER SIZE MAXIMUM MAXIMUM MAXIMUM FOOTING SIZE RAFTER RAFTER 1O`'T11L6 IMUM •8-7' MAXIMUM I(AT 24' 0.G.) SCFes' 3Wx e'x.o� 100MPH 110 MPH100 MPH.id/I(CLEAR) TXOLE FOO'Na tT,. 1, CONCRETE SLIM (931ST ti 02 RON) CONALETELT SIPn10UNOS MEN FOOTING. 2. CONCU. RETE SDNS OOT EXIST AND aW Sit* HILL Of CONSTRUCTED AS PMT or TRIS INSTALLATION. 3. POST SIZE u1 31S(L x.061 (2) 3•S0. x GIBS' (31 3•5(Lx .125' (41 3' SM X 166' L[Y...l NOTES am SPCCIrl .110N1, 1. alwlww 4aetp„ w....... A .re Par M- l..... re"IdePF at. uwIF— _ • ..Ilei- Cade ... 1. ,5.7 -m- o1 NCM .I-,- Cdeat rvcllde 7, hear"&• eldelwod •llel..ay be •oe•ttbt•e Ier tad•. deada. pr.alde0 tNT *11 rrylal•rad rl to NCM AI-,- ON .K letide aad M.a •awl of el..... Tlet. A" eIA'_ atr•waM.. CKAAA •d•Il a 10 • •Iwrw 70 day C Nt.o •lr.Nte or 3.000 P.8 I! .el. C -,at. As" roast Mry 3I• •let- I.I.eard Ada -Lt N lw Need f-..ltlde. •, A's Iwai"• KIl Nn w fl'.. -t.'.l u,..t.tdread .ell ` Ills. Oe°lcw-Itic•1 -11 N4ldt oruww .1.000 ..S.F. S. LLl .awl rade.'. .adll Ad Na-410 .•1rde1.ad or a1.el.-!.'ad e.,. defer. t• A.S.T.A. a -•M. Cie.. C. [. Alwlnw feet.-.° aeall to 107.-i•. All at .. fee to -rt. a-11 N 1-307 Aides ad'ow.KtenO•r0•"e-cPly .At& NAded.Nl.• far `Nile ...11 ON Nit .1•det.r Pon 1//9• di,Ir. 1. [.Iad.1de MAN .MI) N ■IIt% Arlo 4•lt. N It a.- Ntwl of .a.rL Par I.C.O.O.atJ7. All Do". -11 e•.• • d'I- c .t° .W .k.'are. •/ t Nia .I Kt.ra. E. Cdc. l„ot.11•As- ANN ll Na. de Ideatllrlwa ANN '1.l.0 tad Ad ..... .t IN •o -fact ..... ... I" IW •N lwdell ltr, IN t° . °N"".i.. lw.t•Ll.tlde aan be I.Cled...al!PdeNat •pp. Iadaldetail. 1. Nw.el•Lw .:Ad. ,O, OpatNtticN wtl• ceeNA MAIL -t N s- p iad .Ito No, or dell. Net: A& 1. K tn- 4Nla• lead• vera -11 Dew .-It" to u,. act. ,.I A-` project •° arya of tlattice. Aoft• . a.K. ..C. a.r crlterl•. 1I. Far 11 detell nlarawcw. •.. SM.t 12 of 12 ( E.S. EVALUATION ��� 5038 •..10.1s-�z i air.+: FOX ENGINEERING r.�p.m>_ E JAMCS 14. FOX. STRUCTURAL CNOINECR ...N nLxeAAp• A0. Oe.Nn. CALSOOMM1A .47•a ,••oarnde•r FREESTANDING LA CE- PATIO COVER ILL. -IO, 20630 P.S.F. WINO SPEED -1008110 MP. ALIIMA-LATTICEPAT/O COVER !� aAIWNU VALLEY ALUMINUM COMPANY 3602 N. LINCOLN ST. (6021Z7s•6224. a .s�2.19257 a tt�l 5 OF 12 NONE -�-It.IL d� �F 90; IND +t0 5 PER SHE 12 L OF 12 ENG iROOF PANEL PER 1 2 S 1A W.2 \ EXIST. R6100NCE »N0 PANEL 'THICK O,N SEERAFHtT T -T-Ai LS' So"T I O LCIN� IT. J LHNNT' 21= J SEE fFOSS SECT � a' BELOW FOR INFORM 9' Sp N0N4 10 • t,o5t 0`E I 1 s+<E tl{ N 12 13 -j14 . J 5� IS FOOTING WERE 1 OCCURS, SEE 17'7 TABLE A-- A17ACHED ROOFED TYPE -PATIO COVER 9. ,D. 1B' NOTE: SHEET G (!7 INCLUDE L.L. 10 20 Is 30 PSI WITH WIND 5--- OF 70 9 1100F PANEL �� 12 100 9 110 M.P.M. M 12• r ■ 13= SHE 11 3 C[N[NL. ■OT[/ ANO SPECIFICATIONS, \ t. Alwlar M•lpAWf�ar••w• f• ••r teelatest •■ltl•W of th IMltm Mw b I tai1aW C•�•O1Ni "pled •f the AIr&Wr C-.&-.I- "AM to -.&-altaswtUNY ai.wW ale," M •• HINOW, rtw /d. ,Agee el moo Pa•atM■ i th, ew rdtl.T.fed 1T. Na Alwl,Wg r.w Lallw .ed r.e .TAW .I 9w.tT. Tbtd w rl tlrtd I >. P•r.a• ."ell hes l.ww It M1 t.e ,tWHA•N or 2.000 � p..•d•l. Cw,nes .LM .hll hes 7{• alet- thice"Ittr...w Mall M AN i .•. per t•edltl•M. er •, .11 rruW wu ■rr r-11 agar•! .r•1•a.nN■ esu all .* a (Head Owlp .•see .I rdll werla9 Pr..wre . sops P.S.I. 1 . S. all elwl Agw.w hll b. ht-e1P p1.rlaed dr aiwNMNNW ew ,-,to.. to A.t.t.N. "as. Cr.ad C. 1. AtaMaw r.ea•AAV. Wll be 202A -TA, all at-, Fast-.. Mall N- pl.-I.ed •tool et Orher t- plated. .11 "It. .11 ten t• ' 9.3.i.N. A- 4.3111 W 0- et.rdl4 rte .let. Tares. UNIT. to. belt. i •hlI be MAs alrtdr Plp V$'l- sealer. i /' copa" I.C.G.O. .O.tl. C. Yt, GUT. Allbe Haiti [6.1%. IWl1 A-.. 1 t- -,.a. -ted a•t..te at 0 belt •least•.•. S. CT." Irtail.Ur w11 bwr /d•etlrylp tab Obr Wass t -ad ' dated•• dr t"e a.rfast„".. M.ip Idea. ECMai NNrh .rlwabll/t,. /. all Stead wf t.I.A.0 G. •as". peat ILL.. I..tal.11 de aiw1N. an.. pT.Jwt, Pest edwlw9, twtiee Retail. A&.. IN. Goes settled was. Cw.. AM.11 rt T. -1 ... IT HiM AN, type of w110 i.• aslT.ta..ea 00 4e91p Ideas I, r.e wales to the rrrrt.l p.dJwted ewe at the lealw, "furs, beer. •t.. des I. C.P.O. • M, 411'.. LCBQ E S, '! " n; res 411'"til whneees, dT. Sha 129 IL 1 REFO� Na I ;y 5038 EJ'6T PATIO COVERS ` It TABLE A RESIDENCE MAXIMUM POST ' G V2'X 2A.024• UPLJFT-10/15 P,S.F I: S PMFrER/OTACREO 13 X B X 042INSERT BEAM/ HEADER POST SPACING F00(1 + TO ROLLFORMED J GtRTER&SIDE rA81 1 = m MIN. NO OF POSTS POST TYPE TYPICAL ALL AROU 0. BEAM I H DE Oa. Qa 0 J ' 2 ulltn.Q PER DETAIL EET 11 Or 12 • - 90 MI►E ;10 YIN.Sms 4 t2/aGTl1 LDt]f LEHGTII ,LOCK . SEE TA POSY SPACUII ' SIZE MIN. N0. POST I I is • ®®-- lid®©DDD©©©©®©�+s�,0 3� THICK COW -SLAB 1. OPTIONAL. NO CRACKS WITHIN Y;'OF POSTS SHALL BE PERMRiiD6 POST SMALL BE SET ' �L:r' OaoO���i®m�i�L•��mn©®©Onn©moi©�✓.. BACK A MINIMUM OF '• .. -. -- '^ --` 4' FROM EDGE OF SLAB . EXIST. R6100NCE »N0 PANEL 'THICK O,N SEERAFHtT T -T-Ai LS' So"T I O LCIN� IT. J LHNNT' 21= J SEE fFOSS SECT � a' BELOW FOR INFORM 9' Sp N0N4 10 • t,o5t 0`E I 1 s+<E tl{ N 12 13 -j14 . J 5� IS FOOTING WERE 1 OCCURS, SEE 17'7 TABLE A-- A17ACHED ROOFED TYPE -PATIO COVER 9. ,D. 1B' NOTE: SHEET G (!7 INCLUDE L.L. 10 20 Is 30 PSI WITH WIND 5--- OF 70 9 1100F PANEL �� 12 100 9 110 M.P.M. M 12• r ■ 13= SHE 11 3 C[N[NL. ■OT[/ ANO SPECIFICATIONS, \ t. Alwlar M•lpAWf�ar••w• f• ••r teelatest •■ltl•W of th IMltm Mw b I tai1aW C•�•O1Ni "pled •f the AIr&Wr C-.&-.I- "AM to -.&-altaswtUNY ai.wW ale," M •• HINOW, rtw /d. ,Agee el moo Pa•atM■ i th, ew rdtl.T.fed 1T. Na Alwl,Wg r.w Lallw .ed r.e .TAW .I 9w.tT. Tbtd w rl tlrtd I >. P•r.a• ."ell hes l.ww It M1 t.e ,tWHA•N or 2.000 � p..•d•l. Cw,nes .LM .hll hes 7{• alet- thice"Ittr...w Mall M AN i .•. per t•edltl•M. er •, .11 rruW wu ■rr r-11 agar•! .r•1•a.nN■ esu all .* a (Head Owlp .•see .I rdll werla9 Pr..wre . sops P.S.I. 1 . S. all elwl Agw.w hll b. ht-e1P p1.rlaed dr aiwNMNNW ew ,-,to.. to A.t.t.N. "as. Cr.ad C. 1. AtaMaw r.ea•AAV. Wll be 202A -TA, all at-, Fast-.. Mall N- pl.-I.ed •tool et Orher t- plated. .11 "It. .11 ten t• ' 9.3.i.N. A- 4.3111 W 0- et.rdl4 rte .let. Tares. UNIT. to. belt. i •hlI be MAs alrtdr Plp V$'l- sealer. i /' copa" I.C.G.O. .O.tl. C. Yt, GUT. Allbe Haiti [6.1%. IWl1 A-.. 1 t- -,.a. -ted a•t..te at 0 belt •least•.•. S. CT." Irtail.Ur w11 bwr /d•etlrylp tab Obr Wass t -ad ' dated•• dr t"e a.rfast„".. M.ip Idea. ECMai NNrh .rlwabll/t,. /. all Stead wf t.I.A.0 G. •as". peat ILL.. I..tal.11 de aiw1N. an.. pT.Jwt, Pest edwlw9, twtiee Retail. A&.. IN. Goes settled was. Cw.. AM.11 rt T. -1 ... IT HiM AN, type of w110 i.• aslT.ta..ea 00 4e91p Ideas I, r.e wales to the rrrrt.l p.dJwted ewe at the lealw, "furs, beer. •t.. des I. C.P.O. • M, 411'.. LCBQ E S, '! " n; res 411'"til whneees, dT. Sha 129 IL 1 REFO� Na I ;y 5038 ���i�a��iif�l���•iL�'��r��L�`�lri���Yf�i�3fiii:��S.7�QIII�YY©�©_!_:W PATIO COVERS ( WIND SPEED =70 8 90 MPH ) TABLE A MAXIMUM POST SPA ING & FOOTING SIZE WIND - 10/15 P.S.F. UPLJFT-10/15 P,S.F 3 X 8 X 042 BEAM / HEADER POST 5 ACING 13 X B X 042INSERT BEAM/ HEADER POST SPACING F00(1 USE FOR BATH TSERTBEAM/HEADERB BEAM/HEADER .: (Z i m DO Z91tor` I2E 1 = m MIN. NO OF POSTS POST TYPE UNENCLOSED ENCLOSED Oa. Qa 0 J ' 2 ulltn.Q ZO J a. J �N� Q 1 2 3 4 1 2 3 90 MI►E ;10 YIN.Sms 4 t2/aGTl1 LDt]f LEHGTII ,LOCK . ���i�a��iif�l���•iL�'��r��L�`�lri���Yf�i�3fiii:��S.7�QIII�YY©�©_!_:W �� ��1�3�300�®moi®®• • ®®-- lid®©DDD©©©©®©�+s�,0 �L:r' OaoO���i®m�i�L•��mn©®©Onn©moi©�✓.. vaoos�v���mm�a��omvavoovca��©� •, . ��aaaa�a��m®a�aac�mm©©van©©©�©�►�� �maaoa®®®0m�®�mm©©aoa©©©mss a4o o _ _ _ _ _ _ II 2-IIr 18 21 13'-4" 2`-11 2=I1' 24 27 3 2 - - 5 3 3 2 11-'0' z 2 7/0 OF12 BEAM/HEAOER POST BASENNE I N TABLE B u r or.oT WIND SPEED • 70 MPR WIND SPEED • 0 MPH. 01C"t rt $MINI T. of AA- rn+NN ass• or Po$rs SHALL It RR■Inco, ran !WALL 0[ sit e.[a . @E. IW11 of .• TOW [OC[ a zo- POSE wISIDEPLATES IIIA \V 1. as" NG 111E Se .cud[. L[.. lO . 20. . lo• ■ lo• a..o. = p �� %r N, F TING S S, ON FOOTING D. I. Torn RtNIAUM waste Or n0 S.M.S. PEO POST To 69AN CONNECTION rte DETAILS It A 20. x' �(,` ON SLAB ON SLAB .. Mlbl LENGTH APO NUMBER OF SWEET METAL StetV3 Mort DTAGO.AL LINE O tW TO as+ 3 SQ.X .024 AT SLAB b tib y�' 8'S(A42' B'X.042'WI Wlas. MINteW LING?. 1.0 N.WP 01 $NtE1 METAL SCREW$ •Ewa DIAGONAL LINE 13 FOR 3 SG. XO4G AT FOOANG S1=B'x .042' 8'%.042 w11NSERT •0O M.d.H..[No.- - F0R E POST • �� 7 2eT47-Tv-4_ a.". - • - ,a - - To DD7T { sOWNA.3. o DDar [ i/iii liLf•'� TYPE9 "AlNOETA45 �!.0 .01PON. [MetD. x 7/•• OMSLo. POST BASE CONNECTION CONT. ( ON FOOTG ONLY) ' o:$ � frcroas to sue • - - rcNoaa ro uAn - L.L• 10 r/ x•. a•V J/tee / V. 3•. 2/tee - - \\- WIND SPEED - 70 KP H. WIND SPEED • 90 MP. H. .Ilff ST (1, CAL YAr1Zt TSL GALVAItic •(P ruNLa.P�rt. Asru Pua. �tl WX.042' 8'X.0421VI1MSERr B'X.042' frXA42"Off 7 4 7A (A)- 11. 1. M.s. (A)- IEA sea. s. •. UI- Is• 7.S. s.T;7'! l.A.7. TO Doli { 5/r/ to DOST { 7/IO _ O TO Dos. { 17)- TO Post { (21- L.L. x E/r [SLAM A' 7 t/x• [S[0. 1p•a . r - J/n•a .- ArtNDNa .70 SLAB _ AIICNoa7 TO XAe /.✓••• U I 20(30 ST[ELaCALVANIZC ST[[IaC3-0/15"ALVANIZ[ - - LL•30 cNncorcrr to [MEGA arcNaN / _ TTG: W/ /•A x• TO '.c. W/ 7• L_ ( YA7N A ATC. N[a PLAT[. ]/tee STEEL 3'• ]/1 •batt. CAL,. W43HER PL-: CALV. WAS.[M Pa. • ,y _- 8 d 24 0 DOST { (2)-• TO POl7•{s(215. 19 lt)_ 1/••/ TNO (x)- 1/7.A TNXU (2)- 7/9.1 TNO 11);33/ a"P. 1 iMaU a+•>< - NOTE+ IOIr! TO DO71 { SOUS TO POST A. not TO 0077 l /Sete . 2 1/2' 7/9.1 A 2 t/r eara ro posT { (2)- s/n•1 . r IN. 1/rte . e• (2)- s/4•a . r POSTS MAY BE ATTACHED NCDRENT to - un[o"t9r ro fx)-a/$bate t/•• TO CONG SLAB, SAFTEY L.L.' as 161 1.. 2•. sw rN•. 2•. - L.L•10 [S[o.r/t•. x•. [Nn[o. ANCNS3 ENCo. Arnmas Egg ArcrONs STAKE, ASESCO EARTH 10 S/101 STL.GALV. • a/tee sTL.CALV. 7/tn•lTL. GAIT. STE • 2•A x/tee r/E•. x•. Snine r/t•, GAL 7/16• _. rAlN[N PLatC. rASMLN PIAT[. "A7M[NPLATL. STEEL GALVANIZE Si[CL. GALEA■IEC STEEL CAtYA■I2[ ANCHOR, OR Dow.. DOTING, ws"u PLATE. rasru Purt N P ECT[. ' +++'• SEE TABLE 8• .• to SAMA (a)- It• $ANAs. To POST { (2)- 19 (xY- J/6v rNau (21_ t/.7 Tr (2)-� t/r/ THOU 1/e•1 , 7• t/••a . 2' nnrf'r0 POS. { dol r! TO Post a tOl Tl TD DOST t POST TYPES ae[orcNT TD - (:)- tlrl . n• / ub s/e•1 . r L.L • _ TNe[oN[rr to - - L.L.•20 - unto. A■c"Das ft)-anv.A E •• W[o. Arcroaa SUET Y/ 1•. 2' T. Y/ 1•• P W/1'A I•. I/tt• EASED.Wt•. 2'a W,,/,;L . 7•• 7/t 0• 20!30 , 3/1ee STEEL 311. STEEL 3/16 -STI. GALE. Q.34SO-POST+(2)-2•X6Irl' QALY. rASN[a Pl. CALM. rA7M[a It. VA SHE PLAL It rAsata.PLAT[. iKENPLATE X.024'W)(8)T# 14 SMS. 7 o DOST { s/i•i O (21• th•Y Txar : - a 9.1 rNNu © - . 2 7/4• CAUSED. - - - - 19 G@LTS TO POST t BOLT! TO PO.T { r • • • 1x1- E/rl e• 350 POST• (2) - 2 X 6 I/2 LL m a.cNas .D rTc. LL•SO tx)-ama.A Ila - 'a. A■CHOas X.032•'W/(8)•*14-SA1.S. VIP. r. a/u• ueto.r/t•. Lz rn•. r. a/u• _ STEEL CAIVuII[.. 7/te•7IL. CME. © WAlN[a. PLAT(. ST[CL GAlEAr1![• 3'5QPOST +(2) 2•XG1/2• • N•PLAT[. rdsNN AT !� X024• W/(12)-•14 S.U.S. r• SAMA/.• •)- la• $,MASA. O TO POST { s/2Y TO DOST { S/0.11 -5-CO■MNTE &.CNN toll SMALL 9N RVIA-Omt ll. C"om STEEL as ®• a . x E/•• [NEO. e x 7/4• EASED. MANUFACTURED n NILTI. ITC. IN COOORRMC WIT■ 3 SLL POST♦(2) - 2'X G 1/2 Ly S0 - ANCHM t0 FTC. - - ArcNoas ro ►.C. - 9tp99t No. ART. X •032' W/ (0-:014 SMS. r/2•. 3•. 7IE0• r/2•. 7 7/te• 6!057 MO � ATT9CMED TO SAFTY STAKE III!& ©SHT 11 OR y►ELrEy STEEL-CAtf"ltt STEEL GALVANIZE EARTH ANCJQaW B SHf.11 P��P.- I �,Y�••!-; WASKIN PLATE, WASHES PLATE.T.r UI- /t• 3.1.7.WALD02�'n4Es AD. Arp 171 ARE u$ttoPPCS-a(2)=lasW flAs tut TIO■. VOST "." t7j 7/n l . 2 E/x• CDPOi10t•lAAf uxD rte r00rlNc LL -20r +�• ---- %'. GALV. viswm PL. / .- 7.7 •�z O-ISMONAMICEDSHY4147046 �� " "� as ••' ATTACHED ROOFED - TYPE II, NZM_ I I I 4FOX ENGINEERING rRn a� PATO COVER W/ 18' MAX a JAMIES M. F. 6009 T 194NAPN sooXeN sT. CAt1A OaNIA l 09349 WINO SPEED 70 LSO M.P.H. G of 12 u