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9912-023 (PAT)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 ate h Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License -Law for the following reason: . ( ) 1, 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 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: Carriery, �,) ; fPIN 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.1 should become 2ate:' ect to the workers' compensation provisions of Section 37,¢00 of the Labor e, I sha I fo rj.'hwith comply with tho, a rovisionsj�d /'*"A licant 4rt,rr,.;�J,�, T.- PP Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civilfines 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. A. 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 commericed•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 con .ruction, and hereby authorize representatives of this City to enter upon thheiabove-mentioned property for inspection purposes. sSignature (Owner/Agent),_ e�' r�"* 1 •Date BUILDING PERMIT PERMT# ftp fy8 DATE 'l �P� VALUATION ; :�f�. LOT �? TRACT 2530-1, { JOB SITE 7.9-2126 V.WFOR.LA. DRIVE APN di41:�•�� �:i ADDRESS i OWNER CONTRACTOR/DESIGNER/ENGINEER /!'. t. f �,.i4,JY •�.i 1.+, - - pgf�...Y-o 4,H `GriIARZ . r ' t�•�' ,4d-` ,Y :i Tri. .alJ6'4_�d'b,t'�1. '�.�f�%�;4i i. r.-: t�.�e• 566 S*M?,RGZ-01q1X;C1VT, f.,.rl`;1lY,E��W':��. w:;1�. .����� �1�.�3:'lt.�a#���t. � c+'���. �'`f►:4�i (9LA 4240 USE OF PERMIT PATIO o aflitilA%F0 ;Id PA {o t owms (&Atc° d!c Io:;ar Ia4i1.tim) . A.+�Y.0 ). Y.�� Y, 1!, idP 6..r4.I'n7/•�d.' �WB� 4rV.N4'Fwt� blb'aY.�K� � 9•Q.i.4'Y .YI'aR�� 49(! PERA•PiT FE MAOMRIN :K AN CKC:X. FLS ;t4i 95 71} �i��•��i`�`f3i{t:"d'l'411Ry,•W"1`:i�'r, E��-ff-�f.YX-�� �y��6lf! Y• y �_ i SIT ONG %C.i' IONI :DIM - RRML) 101-0004'.x'11-000 S. R t �` + • rf v AN'~a±'1a:�i (�11�KX $104.41 LESS KW -PAID FEES 0.00 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 /� ��c' �_ Final POOLS - SPAS BLOCKWALL APPROVALS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final I I Gas Piping - PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit 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) -EXISTUN; RESIDENCE . F MPy..OJ�'ap05 \ Sp6 3'. MAX. i POST HEIGH�K `FOR MINIMUM LENGTH OF LATTICE PATIO COVER SEE TABLE A . MINIMUM NUMBER OF POSTS. LL. D- O -1 _ �- ' f -� { , •J�4: f �4d Comm _ �• Jy A Ay . NO CRACKS WITHIN 2=6' I II 4- J ATTACHED 'LATTICE PATIO COVERS - ( WIND SPEED = 70 8 90 MPH) TABLE A ..` a '0 MINIMUM OF 4' FROM SEE TABLE A % I TO BEAM M RAFTER N' EDGE OF SUB. ON FTG. ON SLAB ON FTG. .024• .024.• U. MAXIMUM POST SPACING a FOOTING SIZE WIND- 10/15PSF. UPLIFT •10/15 PSE BEAM/H IR • • PROJECTION RAFTER 3' X 8' X .042' BEAM/ HEADER 3' X 8' X.042'+ CHANNEL INSERT BEAM/HEADER ® $ 21' INCLUDES SIZE POST FOOTING MINIM JM NUMBER OF POSTS POST FCOTING MINIMUM KUM13ER OF POSTS P05T CON -OVERHANG 24 MAXIMUM SPACING 24'0.C. SIZE 1POST TYPE 2LIPoSrTYPE 9 SPACING SIZE P=rtpE .79.YWT-YFEA. NQ OF SCREMB ON FTG. OVERHANG oN1 2 3 4 1 2 3 .4 ON SLABfwmm 7OMPK19OMFHj 1 2 3 4 1 2 3 4 70 MP.R 90 MP.H (0-•12 SMS 21-016 sus OR Tees O( TEXS EA. SIDE OF EA.SOE OF POSi(4-701) POSTL(430T1 o-1 -x G• �ve"u(z zonK BOtt WASH FJ. 10.0+ 2'k GVx.024, 13'- 5: 13', 5" 19 21 2 2 - - 4 2 10-10' 30'-I I 24 28 2 2 - - 4 1 21 1- 6 8 .024• 024 " MPy..OJ�'ap05 \ Sp6 3'. MAX. i POST HEIGH�K `FOR MINIMUM LENGTH OF LATTICE PATIO COVER SEE TABLE A . MINIMUM NUMBER OF POSTS. LL. D- O -1 _ �- ' f -� { , •J�4: f �4d Comm _ �• Jy A Ay . NO CRACKS WITHIN 2=6' I II 4- J 20-0' ,L PERK TTED. POST 11 SMALL Of SET BACK A pOSj srttucrupt wn wor e[ cK[asco. MING YMERC LAS, i tF`B FDA a '0 MINIMUM OF 4' FROM NOTE:��- 1 FASTENER / ANCHOR BOLT CONNECTION TABLE C �- ' f -� { , •J�4: f �4d Comm _ �• Jy A Ay . NO CRACKS WITHIN 2=6' I II 4- J N Ron: rwls Dp[) urtlt[-np[ ,L PERK TTED. POST 11 SMALL Of SET BACK A pOSj srttucrupt wn wor e[ cK[asco. MING YMERC LAS, i tF`B FDA a '0 MINIMUM OF 4' FROM SEE TABLE A % I TO BEAM M RAFTER N' EDGE OF SUB. ON FTG. ON SLAB ON FTG. .024• .024.• U. 14 „ EAL L 0 SALS EA LEG (4 -TOTAL) 121-010 SMS. RRAAFTTEER� 4 -TOTAL OPEN LATTICE -TYPE PAT10 COVER J • • 20'-0' MAXIMUM SCALE: 032 .032' 15 SNt 11 ---... .. PRWECTION .. - -_1_111 _- 4_ POST BASE CONNECTION .040' .040 24'MAX mm©©vvo®v®�� ��mm©©aoo©oo��mm©©000©ao�� -OVERHANG 13 N SLAB LATTCE ' I ON SLAB 2G SKI. I I I N a 10- RAFTER I ; Iz- BEAM IHEADER J I3- 20 R -O• J 14- 21 MAX.POST ME16NT EXISTING SHT.11 POST W/S10EPLATES I RESIDENCE 3"Sa X.024 -AT SLAB b 3"S4X 046 R FOI3TI/1G, . FOR SIDE PLATES, SEE 3' X 6 I/2 POST TYPES, & DETAIL THICKNE 0 - SHT, II PROJECTIO SHI 130- T.. 3 z•THICK CONC, SLAB, OPTIONAL CROSS - SECTION SCALE: C[.[RAL "Offs ..0 Sp(CIr ICAT10.3. 1. Al,Fa/w1- deal" en. .t r••...... p.1 tha 1.1,119 .Alun of the Unl/eu W II., Cow , Coaha the '9.2 ..Ill- of .w. urlwu. Cw.l.walen AL. be -tit" . IAA the.. tw..w. ol..1w. that .0 rNlal.rN .I.n .ha 'Il-utK lctlw .MI M ha.. awcl pr 01-..1...1.10 .M "l ll..l..atw.lw.. 7. All c 1-.0 .ha11 eel.. Alwla"e 21 ..( ------Lee At.KpN AT 2.000 p... 1. C..a..tc t1.e .All 1-.c 1,f' .1.1- MIs.haAA .M .hall D. I. 0w4.Millen. A, Au IwUN. .hall w.1- w /lrn. hat"nl .w-OLu.eN .p'I A. S. iia1fu4 rut. Oul0n .ruin ull 00.1-1.4 oNu"rc - 1.000 p. s.1-. i .mat A—. .rll e. w.1,-.1,0 o t=." or .uet1-opleu. tM Cwf..w t. 4.3.T.R. A -u.. C.... c. [. Alwl,w,. /etl.rr. Cha/l a 20].-(.. .I3 Atha. FAA. r. Chall M 0.1.KI.N ..N1 Ae uwl". pulN. All Wlt. .All .-f.-1. AJ. 1-.K. 1401 41d held elah4e.. C"t 01108 KAM1-8. NOL.. NAI wit. n.11 D. alt Ilcrt.r pill/Is- A', .1.u. /. [.OAwclr wltt shall e. tl a.l� Toll. a. [I Krew .a..1, or aewl p.. I.C.2.0. [.A. N. A.]r. All Ce1tc shall he.. . .Let- .",at. Ne. ALet-. at . ecu dist.... S. [Ka In.u11A41w CMII D..e M lwwurrlN tN puln4 tA. n". .M .NtuA .I tM r,../rwr.r.. wu.n 1,.N. AM louellll.. I -NA per ul.lN I aKA pert 1,C" AT IruluuN .hall W Cr.cl K. 1. c.. p1-.1Kt....t .AKIN• I ... lw4 detail. u. 10. ONn I.LIIcc nue ewe. .ha11 w' 0t .weloK..IUt wr it0. or Kll. 1 -IL, Red t.a= 1,......N Owl. De.w ADpIIN a in. Ae r t.1 pl.,NtN .u. at MA 1.411Cc. 14411.111. D..we. alt. DOT I.C.I.0. Call.ru. 1f. ..T 11 ..t.11 Far.—... t.. Shat II If r2 NOTE: POSTS MAY 1£'ATTACHED TO aW- SLAB, SAFETY STAKE,ABESCO EARTH ANCHORI OR CONC. F003116. 0 3'SCLPOST A(21-2'%61/2' X.024' WI181-0 14 SMS Q 3' SQ• POST. (21 - V A G lit' X432''WI(8)- 14 SUS Q 3'SQ POST I(2) 2'X GI/2' X024' W/(12)-•14 SMS. ® 3•SQ Rm+(21-2'x G1/2• X-031- w1 (121.414 SMS. !OSTs'�''-S tFt�� (.o bm0 A. us[ a- 1.1 ci.0 uaio 1-a. iepi Im cLo' .r •- 1 FASTENER / ANCHOR BOLT CONNECTION TABLE C �- ' f -� { , •J�4: f �4d Comm _ �• Jy A Ay . D" O.C. 22' O.C. �0 RAFTER TO BEAM CONNECTION BEAM TO POST CONNECTION 024•024" �a SKI. I I I N a 10- RAFTER I ; Iz- BEAM IHEADER J I3- 20 R -O• J 14- 21 MAX.POST ME16NT EXISTING SHT.11 POST W/S10EPLATES I RESIDENCE 3"Sa X.024 -AT SLAB b 3"S4X 046 R FOI3TI/1G, . FOR SIDE PLATES, SEE 3' X 6 I/2 POST TYPES, & DETAIL THICKNE 0 - SHT, II PROJECTIO SHI 130- T.. 3 z•THICK CONC, SLAB, OPTIONAL CROSS - SECTION SCALE: C[.[RAL "Offs ..0 Sp(CIr ICAT10.3. 1. Al,Fa/w1- deal" en. .t r••...... p.1 tha 1.1,119 .Alun of the Unl/eu W II., Cow , Coaha the '9.2 ..Ill- of .w. urlwu. Cw.l.walen AL. be -tit" . IAA the.. tw..w. ol..1w. that .0 rNlal.rN .I.n .ha 'Il-utK lctlw .MI M ha.. awcl pr 01-..1...1.10 .M "l ll..l..atw.lw.. 7. All c 1-.0 .ha11 eel.. Alwla"e 21 ..( ------Lee At.KpN AT 2.000 p... 1. C..a..tc t1.e .All 1-.c 1,f' .1.1- MIs.haAA .M .hall D. I. 0w4.Millen. A, Au IwUN. .hall w.1- w /lrn. hat"nl .w-OLu.eN .p'I A. S. iia1fu4 rut. Oul0n .ruin ull 00.1-1.4 oNu"rc - 1.000 p. s.1-. i .mat A—. .rll e. w.1,-.1,0 o t=." or .uet1-opleu. tM Cwf..w t. 4.3.T.R. A -u.. C.... c. [. Alwl,w,. /etl.rr. Cha/l a 20].-(.. .I3 Atha. FAA. r. Chall M 0.1.KI.N ..N1 Ae uwl". pulN. All Wlt. .All .-f.-1. AJ. 1-.K. 1401 41d held elah4e.. C"t 01108 KAM1-8. NOL.. NAI wit. n.11 D. alt Ilcrt.r pill/Is- A', .1.u. /. [.OAwclr wltt shall e. tl a.l� Toll. a. [I Krew .a..1, or aewl p.. I.C.2.0. [.A. N. A.]r. All Ce1tc shall he.. . .Let- .",at. Ne. ALet-. at . ecu dist.... S. [Ka In.u11A41w CMII D..e M lwwurrlN tN puln4 tA. n". .M .NtuA .I tM r,../rwr.r.. wu.n 1,.N. AM louellll.. I -NA per ul.lN I aKA pert 1,C" AT IruluuN .hall W Cr.cl K. 1. c.. p1-.1Kt....t .AKIN• I ... lw4 detail. u. 10. ONn I.LIIcc nue ewe. .ha11 w' 0t .weloK..IUt wr it0. or Kll. 1 -IL, Red t.a= 1,......N Owl. De.w ADpIIN a in. Ae r t.1 pl.,NtN .u. at MA 1.411Cc. 14411.111. D..we. alt. DOT I.C.I.0. Call.ru. 1f. ..T 11 ..t.11 Far.—... t.. Shat II If r2 NOTE: POSTS MAY 1£'ATTACHED TO aW- SLAB, SAFETY STAKE,ABESCO EARTH ANCHORI OR CONC. F003116. 0 3'SCLPOST A(21-2'%61/2' X.024' WI181-0 14 SMS Q 3' SQ• POST. (21 - V A G lit' X432''WI(8)- 14 SUS Q 3'SQ POST I(2) 2'X GI/2' X024' W/(12)-•14 SMS. ® 3•SQ Rm+(21-2'x G1/2• X-031- w1 (121.414 SMS. !OSTs'�''-S tFt�� (.o bm0 A. us[ a- 1.1 ci.0 uaio 1-a. iepi Im cLo' .r •- 1 FASTENER / ANCHOR BOLT CONNECTION TABLE C �- ' f -� { , •J�4: f �4d Comm _ �• Jy A Ay . D" O.C. 22' O.C. J a RAFTER TO BEAM CONNECTION BEAM TO POST CONNECTION 024•024" WIND SPEED=IMMPH WIND SPEED -90 1WINDSPEED=70 MPH WIND SPEED -90 MPH TO RAFTER I TO BEAM M RAFTER TO BEAM C' N SLAB ON FTG. ON SLAB ON FTG. .024• .024.• .024"- .024 • 14 „ EAL L 0 SALS EA LEG (4 -TOTAL) 121-010 SMS. RRAAFTTEER� 4 -TOTAL .. ��� • • m0©©aoo©oo� - 032 .032' 15 SNt 11 032 " .03 032' 032' ' POST BASE CONNECTION .040' .040 • • mm©©vvo®v®�� ��mm©©aoo©oo��mm©©000©ao�� WIND SPEED- 90 MPH. N SLAB ON FTG. ON SLAB ON M. ON SLAB ON FTG. ON SLAB CN FTG. i 23 6 v SNt It .. ' 2)-mosMs OR TEKS EA.SaE OF POST(4- e av EBMBED. AN010RBOLT (z)-12 SMS OR TEKS EA.SIDE OF RXT(4-TOT.) t ,1S M�bxz 'Ir) (0-•12 SMS 21-016 sus OR Tees O( TEXS EA. SIDE OF EA.SOE OF POSi(4-701) POSTL(430T1 o-1 -x G• �ve"u(z zonK BOtt WASH FJ. I % b IB 51L „ • 10 Sats OR TEKS-EA. SIDE OF POST. f4TO[1 318••1 A.B. - -'Sri GALY..r SOL WASHER FLt 2r.0Q SMS. OR TEKS. EACH SIDE OF FAST. (4-TOT.1 Y .024' .024 ' .024• 024 " 024' A32' .032' .032' .032 • .032' 6 24 SHT.11 • ���mm®©aao©©©m�mm©©oav©©©0® 121••12 SMS (2"14 Sats OR TEKS OR TEKS EA.SIOE OF U. SOE OF POST l 4-707.1 RXT -TOT.) tz1 X24' -342 " B!'sae EaOIJ MBEWI 11541w MILOGALAL V45)L-GAUL - .032" .0400 040' .0 40' '��m���e����®■t�mm��ee����a��� SKI. I I I N a 10- RAFTER I ; Iz- BEAM IHEADER J I3- 20 R -O• J 14- 21 MAX.POST ME16NT EXISTING SHT.11 POST W/S10EPLATES I RESIDENCE 3"Sa X.024 -AT SLAB b 3"S4X 046 R FOI3TI/1G, . FOR SIDE PLATES, SEE 3' X 6 I/2 POST TYPES, & DETAIL THICKNE 0 - SHT, II PROJECTIO SHI 130- T.. 3 z•THICK CONC, SLAB, OPTIONAL CROSS - SECTION SCALE: C[.[RAL "Offs ..0 Sp(CIr ICAT10.3. 1. Al,Fa/w1- deal" en. .t r••...... p.1 tha 1.1,119 .Alun of the Unl/eu W II., Cow , Coaha the '9.2 ..Ill- of .w. urlwu. Cw.l.walen AL. be -tit" . IAA the.. tw..w. ol..1w. that .0 rNlal.rN .I.n .ha 'Il-utK lctlw .MI M ha.. awcl pr 01-..1...1.10 .M "l ll..l..atw.lw.. 7. All c 1-.0 .ha11 eel.. Alwla"e 21 ..( ------Lee At.KpN AT 2.000 p... 1. C..a..tc t1.e .All 1-.c 1,f' .1.1- MIs.haAA .M .hall D. I. 0w4.Millen. A, Au IwUN. .hall w.1- w /lrn. hat"nl .w-OLu.eN .p'I A. S. iia1fu4 rut. Oul0n .ruin ull 00.1-1.4 oNu"rc - 1.000 p. s.1-. i .mat A—. .rll e. w.1,-.1,0 o t=." or .uet1-opleu. tM Cwf..w t. 4.3.T.R. A -u.. C.... c. [. Alwl,w,. /etl.rr. Cha/l a 20].-(.. .I3 Atha. FAA. r. Chall M 0.1.KI.N ..N1 Ae uwl". pulN. All Wlt. .All .-f.-1. AJ. 1-.K. 1401 41d held elah4e.. C"t 01108 KAM1-8. NOL.. NAI wit. n.11 D. alt Ilcrt.r pill/Is- A', .1.u. /. [.OAwclr wltt shall e. tl a.l� Toll. a. [I Krew .a..1, or aewl p.. I.C.2.0. [.A. N. A.]r. All Ce1tc shall he.. . .Let- .",at. Ne. ALet-. at . ecu dist.... S. [Ka In.u11A41w CMII D..e M lwwurrlN tN puln4 tA. n". .M .NtuA .I tM r,../rwr.r.. wu.n 1,.N. AM louellll.. I -NA per ul.lN I aKA pert 1,C" AT IruluuN .hall W Cr.cl K. 1. c.. p1-.1Kt....t .AKIN• I ... lw4 detail. u. 10. ONn I.LIIcc nue ewe. .ha11 w' 0t .weloK..IUt wr it0. or Kll. 1 -IL, Red t.a= 1,......N Owl. De.w ADpIIN a in. Ae r t.1 pl.,NtN .u. at MA 1.411Cc. 14411.111. D..we. alt. DOT I.C.I.0. Call.ru. 1f. ..T 11 ..t.11 Far.—... t.. Shat II If r2 NOTE: POSTS MAY 1£'ATTACHED TO aW- SLAB, SAFETY STAKE,ABESCO EARTH ANCHORI OR CONC. F003116. 0 3'SCLPOST A(21-2'%61/2' X.024' WI181-0 14 SMS Q 3' SQ• POST. (21 - V A G lit' X432''WI(8)- 14 SUS Q 3'SQ POST I(2) 2'X GI/2' X024' W/(12)-•14 SMS. ® 3•SQ Rm+(21-2'x G1/2• X-031- w1 (121.414 SMS. !OSTs'�''-S tFt�� (.o bm0 A. us[ a- 1.1 ci.0 uaio 1-a. iepi Im cLo' .r •- ER TABLE a 1 FASTENER / ANCHOR BOLT CONNECTION TABLE C �- ' f -� { , •J�4: f �4d Comm _ �• Jy A Ay . D" O.C. 22' O.C. J a RAFTER TO BEAM CONNECTION BEAM TO POST CONNECTION 024•024" WIND SPEED=IMMPH WIND SPEED -90 1WINDSPEED=70 MPH WIND SPEED -90 MPH TO RAFTER I TO BEAM M RAFTER TO BEAM C' N SLAB ON FTG. ON SLAB ON FTG. .024• .024.• .024"- .024 • 14 „ EAL L 0 SALS EA LEG (4 -TOTAL) 121-010 SMS. RRAAFTTEER� 4 -TOTAL (A. 0 '0LEG SM. t A LE SA15. EA. LEG EA. LEG (4 -TOTAL) (4-TOTALI 141-010 saa (21-10 SMS RRAAFTER 6 (4 -TOTAL) 121- a 0 sM 20 S 21 a EA. LEG 14- TOTAL I (41.010 SMS © o a 024' 032' - 032 .032' 15 SNt 11 032 " .03 032' 032' ' POST BASE CONNECTION .040' .040 WINDSPEEb-70 MPH WINDSPEED-90MP.H ��mm©©aoo©oo��mm©©000©ao�� WIND SPEED- 90 MPH. N SLAB ON FTG. ON SLAB ON M. ON SLAB ON FTG. ON SLAB CN FTG. i 23 6 v SNt It .. ' 2)-mosMs OR TEKS EA.SaE OF POST(4- e av EBMBED. AN010RBOLT (z)-12 SMS OR TEKS EA.SIDE OF RXT(4-TOT.) t ,1S M�bxz 'Ir) (0-•12 SMS 21-016 sus OR Tees O( TEXS EA. SIDE OF EA.SOE OF POSi(4-701) POSTL(430T1 o-1 -x G• �ve"u(z zonK BOtt WASH FJ. I % b IB 51L „ • 10 Sats OR TEKS-EA. SIDE OF POST. f4TO[1 318••1 A.B. - -'Sri GALY..r SOL WASHER FLt 2r.0Q SMS. OR TEKS. EACH SIDE OF FAST. (4-TOT.1 Y .024' .024 ' .024• 024 " 024' A32' .032' .032' .032 • .032' 6 24 SHT.11 (2)-110 sM.S. OR TEKS EA. 5[lE OF POST 4 TOt I (2) -14A 2' lL T�W11"�.x. At ► m r 2)-1,12 SA6 OR TEKS EA. SIDE OF FOST (i -TOL 1 (2);Y.. xz�2' Em AMCNOII E017 W/I'SO.W Liw`VM.CALI[ 121••12 SMS (2"14 Sats OR TEKS OR TEKS EA.SIOE OF U. SOE OF POST l 4-707.1 RXT -TOT.) tz1 X24' -342 " B!'sae EaOIJ MBEWI 11541w MILOGALAL V45)L-GAUL - .032" .0400 040' .0 40' '��m���e����®■t�mm��ee����a��� ER TABLE a 1 FASTENER / ANCHOR BOLT CONNECTION TABLE C �- ' f -� { , •J�4: f �4d Comm _ �• Jy A Ay . D" O.C. 22' O.C. J a RAFTER TO BEAM CONNECTION BEAM TO POST CONNECTION 024•024" WIND SPEED=IMMPH WIND SPEED -90 1WINDSPEED=70 MPH WIND SPEED -90 MPH TO RAFTER I TO BEAM M RAFTER TO BEAM C' N SLAB ON FTG. ON SLAB ON FTG. .024• .024.• .024"- .024 • 14 „ EAL L 0 SALS EA LEG (4 -TOTAL) 121-010 SMS. RRAAFTTEER� 4 -TOTAL (A. 0 '0LEG SM. t A LE SA15. EA. LEG EA. LEG (4 -TOTAL) (4-TOTALI 141-010 saa (21-10 SMS RRAAFTER 6 (4 -TOTAL) 121- a 0 sM 20 S 21 a EA. LEG 14- TOTAL I (41.010 SMS © o a 024' 032' - 032 .032' 15 SNt 11 032 " .03 032' 032' ' POST BASE CONNECTION .040' .040 WINDSPEEb-70 MPH WINDSPEED-90MP.H WINO SPEED -70 MPH WIND SPEED- 90 MPH. N SLAB ON FTG. ON SLAB ON M. ON SLAB ON FTG. ON SLAB CN FTG. i 23 6 v SNt It .. ' 2)-mosMs OR TEKS EA.SaE OF POST(4- e av EBMBED. AN010RBOLT (z)-12 SMS OR TEKS EA.SIDE OF RXT(4-TOT.) t ,1S M�bxz 'Ir) (0-•12 SMS 21-016 sus OR Tees O( TEXS EA. SIDE OF EA.SOE OF POSi(4-701) POSTL(430T1 o-1 -x G• �ve"u(z zonK BOtt WASH FJ. I % b IB 51L „ • 10 Sats OR TEKS-EA. SIDE OF POST. f4TO[1 318••1 A.B. - -'Sri GALY..r SOL WASHER FLt 2r.0Q SMS. OR TEKS. EACH SIDE OF FAST. (4-TOT.1 Y .024' .024 ' .024• 024 " 024' A32' .032' .032' .032 • .032' 6 24 SHT.11 (2)-110 sM.S. OR TEKS EA. 5[lE OF POST 4 TOt I (2) -14A 2' lL T�W11"�.x. At ► m r 2)-1,12 SA6 OR TEKS EA. SIDE OF FOST (i -TOL 1 (2);Y.. xz�2' Em AMCNOII E017 W/I'SO.W Liw`VM.CALI[ 121••12 SMS (2"14 Sats OR TEKS OR TEKS EA.SIOE OF U. SOE OF POST l 4-707.1 RXT -TOT.) tz1 X24' -342 " B!'sae EaOIJ MBEWI 11541w MILOGALAL V45)L-GAUL - .032" .0400 040' .0 40' TA [ [ODI T[ �G. 0. COpj�'T[ XA., SY(f1 SILL 0...[x0 AKwM,. 1 �., J. Nat Ims LI AAO 171 IMt [l OSLO A(jflKp(•' Sl.[. SY[rI A. sru[ as u o AK NIaT T1p[s 171 Ab I1 SAa[L K u390 if [OOTIOCS. SE[ NOI aT'l1p[ SCKD[.•"T.15 S 1. 3. TOT At wi.11ttA -.$In Or j)0 SKEET COe�[r4 3[A[YS N. 0037 1-0 KM f0. '•• KCIIO. FOR DETAILS [�1.d/ A.0 [Jt a 4,nSt'A BQ ES VALUATION REPORT NOL 5036 p d.O FOX ENGINEERING p.>ea' ~= F JAMES M. IO%, aTRUC7URAL CNOIN6%R au TILIUTAIN ■O- DOWEXT. CALIFONNIA .0240 YO IOL �.,. Art - Y PATIO COVER W/ 24' MAX.O.H. L.L.•q 20 8 3fl P. SF WIND SPEED • 70 S 90 MP a amt O COVER r Ls Les Rr� VALLEY ALUMNUM COMPANY JtRGd W, UNCAM2LN SE (602)278-W241_, _ _ 09-17787 - I a 12 -1-p - K.K. 1 ATTACHED LATTICE PATIO COVERS 2 x 6 u2 x024 7=3' (WIND SPEED= 100 & 110 MPH. ) 1 23 5 1 S TABLE A PROJECTION INCLUDES OJECTI3 24 MAXIMUM RAFTER SIZE 240.0. MAXIMUM POST SPACING & FOOTING SIZE 3' X Be X .042' BEAM / HEADER POST FOOTING MINIMUM NUMBER OF POSTS SPACING SIZE FOSTTYPE POST TYPE " WIND • 19 / 23 P,S.F UPLIFT 19 / 23 P.S. F. 3' X Be X .042'+ CHANNEL INSERT BEAM HEADER POST FOOTING. MINMUM NUMBER OF POSTS SPACING SIZE POST TYPE ' ppgTTyPE BEAM THHEADER POST NO. OF SCREWS OVERHANG zr-/ I oN sLAe' oN xw mPK oO KR 12 2 3 4 1 2 .314 ONswB' Foam IOOMPH IIOM 1 2 314 112 3 4 IOOMP. H. IIO MP.H.' 23 10'- 0" rx6'rZxjO24- G'-3' 10'-4' 25 1 25 6 313 30 217 4 412 G G'-3' 23'-11' 32 32 6- 312 7- a 12 13 5/ 12 6 I I•. p-• zxcu2'xn2, 6-9• 10=0' 25 25 6 413 20'-10' 218 4 413 3 5'-9' 23'-I' 33 33 6- 312 8- 4 3 8/Ip 25 12'- 0" 2•X6u2xOS2 5-5' 9'-8' 25 25 7 414 3 2 1 8 4 4 1 3 5=5' 22=3' 33 33 7- 4 1 2 8- 413 8/ Ip 5-5' 1-7'- 0" 1AGV2'X032' 5-I' 9=4' 25 25 7 414 4 319 5 5 3 5'-1' 21'-7' 33 33 7- 413 9- 5 3 8/ 1 / 13'- 0' 14'- 0' 2'xGU2,xZ32 4'-9' 9'-1' 2G ZG 8 4 4 3 9 5 5 3 4-9' 2041' 34 34 8- 413 9- 513 8/ 1 N IV -0' Yxrte'x040 4'-G' 8'-10' 26 26 8 4 4 3-101 5 5 3 4'-G' 2-0'4'1 34 34 8 - 4 3 10 - 5 - / - / - a IG' -0' xrmex4m' 4•-3' 9-7' 2G 2G 9 5 5 3 101 6 5 3 4'-3' 19=9' 34 34 9 -15 3 10 - 5 - 15/ - 9 8 17'- 0' 2XGllz'x.040 4'-0' 9-4• 2G 2G 9 5 5 3 11 G G 4 4-0' 19'-3' 35 35 9 - 5 9 11 - 6 - bl - 8 33 I - 0' 3x8'XD42- N- IC 8-1" 26 2G 9 5 5 3 11 GIG 4 3'-10" 18'-9' 35 35 9 - 5 3 11 - G - 8 / - / - ' 19'- 0' rx 81A.042" 3'- 8 7'11' 27 27 10 5 5 3 12 G 6 4 1 3'- 8' 19-4' 35 35 D - 5 3 12 - G - 8 / _ 8 326'x.042' 5-G' 7'-9' 27 27 10 G15 3 121 717 1 4 1 3=G" 17=11' 35 35 b - 5 3 12 - 7 - / Z' x G I/Z' & 3 x 8 RAFTER WLE 8 FASTENER / ANCHOR BOLT CONNECTION TABLE C THICKNESS & SPACING PROJECTION IB'O.C. 20' 0. C. 22 O.C. RAFTER TO BEAM CONNECTION BEAM TO POST CONNECTION J 8'- 0' .024" .024" .024' WIND SPEED•IOOIA. WIND SPEED-IIOMP.H. WINDSPEED • IOOMPH WIND SPEED •IIOMPK 9'• 0' 024• 024 .024' o M RAFTER TO BEAM TO RAFTER TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. tE�'g 10'.0' .024" .024' .032" 121- 010 s.Ls (v-• Is sLLs 021-404) sAAs. QJ -9 I45M5. 1GORDON 1%0' .032' .032' •032" I4 EA. LEG WIIVL'xv9' EACH LEG rIrz•xlre• % e 4: 12.0' •032" .032' .032' SHLII 14 -TOTAL I � +�� I4'TOTAU LEG. 14-1aFAL �z © x 13- O' 032' - 032' 040" IS jo_,)g',0CF (41-• 12 SNS. (2)-A 14SKS (Q -012S 4O 1❑ 3'x67(. QI 3*l 9'x t w! Ire• x r54 EA SDE OF w! U9•x rm. 21 W! INSERT, /INSERT. 14-0' .032' .040 .040z -RAPIER WASHER. EA. RAFTER WASHER -EA FOa1NDTE4t5 4 5 SIR. 11 ( 4 -TOTAL) (4 -TOTAL) J I IF 040' 040' .040 > " -0' .040" .040 .042' ,--. ,-j WIND SPEED IOOMP.H. WIND SPEED IgMP. WIND SPEED IOOMPHWINDSPEED IpMPK •(•+ ) N SLAB ON FTG 2 ON SLAB ON FTG z ON SLAB ON FTG ON SLAB ON FTG. ��^"'�;i° � '"E Y7C0 Fy t9N., iO:TING. 121-•2SASS 12)-•12 21-•12SM 021-•12 moi• •4t[nmrm1r00nNc: r•"•;. 8'_O1 024" u O OR TEKS. OR TEKS I7 OR TEKS. EA. OR TEKS. EA. SIDE OFRCST SIDE OF .024 .032 EA. SIDE OF EA. SIDE OF (4 -TOTAL 1 (4•TOTALI POST TYPES ' r POSI POST(♦-TOEI POST(4-TOC) 4uj 9'- 0' 032' 032' 032' & & 18 & & GUERAL .orfs ..O SPCanuno.3: �y• n-3lev x 318'/ A.& 319.2 A.g� a 10'• Or .032" .032" .032' ilfZEiAP3ED 2MMSED. GALV WJVM GALv.wrr?d. Q 3'SO-POST+(21- 2'X.G•1/2' urtr e. tow .w4 ler........ nr eM leaaa Nw- -. ulrore 'r xV4 STLMM U4•STLGALM • ".1141.4 C•'e. .r the int Ntalr or Ih. .1r1r cr.u.catr W1 XX 114- ANCHOR 41 SNi. 11 X .024 WI (6)-40 14 SMS. ,• 032 .032 040" SM 11 W/ XX II4• W/ 3:' W WASHER IS. HASHER RX 7. aterhe't• .1 -Ir •lien rg be .1e•tltut•4 reg these leash. Pr -1-• 4 �. 3' $Q. P05Tt (2) - 29I<TP 1/20 teas ... n"t....as .,th the u.�tr A.sraur w h•.• •rL . 07 040 .040 .040' 21-swS.K 121 -NNS ti " gr..t.r .1.IP w "lura. t.r.tne. $ OR TEKS EA. OR TEM EA. 6'4 -SIe fKB{ X.032 w/(8N14•,SM& 3, ill nae .h.tl M...lire!. x" w1 corg..•1.• etr00%th of 7.000 13'- 0' O4O" .040' .040' SIDE OF POST 9�E r�OPo� O 2).3" x 9' 1-3K/x 8' r...l.. Crer•t• .tr •hall w..e 3F• •tw,r thief.. •w• wll r tw . . ••• (4 -TOTAL) l TAL) CCONGEMem coNCEMeEn © 3"S4POST r(2) 2�X:GIt24 0••. ew•Itlew. J 14.0 .040 .042 .042' ® & & le! A.9• X 024' WRO-014 SA15: '• .0 f-uw9s fall her - fire. het"ret .w 41.wre« ..0 J (2)-519 0x4 (2)-518.9 4 Caul•• fill. Craig.."ral.•l -u w.rlw" rn.."r.. ,.Ow P.S.F. g� _.L. 20 30 S. ill +art «salt• wu 4. Ma -ate g•I.rl.ad .r .leen-,•a•• w BOLT W! 114 EO�WT !A w 21-Y2 Mir 2}I "N&S` ® 3E� POST+(2) - 2"X G 172' a --era to ..S.T.A. t.o.". C.••. C. STL. GALV. STL. GALV. SHL II 21-3wox9- 21-'L It g• X:O3i• Wl (12)=014 SMS: 9. �arlr r..twr• .Mit w 7074-u. All ether r.•a.w.r. wll w CON. EM® ,.Arad all .e ea -i." ri•aad. .0 wla •heft err.n to 511.11 WASTER PIS WASHER RJ CDIt dFBED .".it ".3ut .ad Mr .trw.ad c•a -Isis -.Mgrs "stn fK wta• A.9 A.B.• •Mil e. wit 4irrag PI•a "I" "I'mt. C.rr•lr w1a MIl Oa Hlltl [•lY 9•la a0 II e•.Or alrl •g •rl yr LC. t. e. of i 0917. pl w1b .hell Mr. • .lw,r TMLE FOOTNOTES: sp 41•t.K. rr •wit •lr.are. t. [Kw I-t•1Lt1r .hell Orr r 1MnUfT1M •N 4/.lr the w.r •w• .�- �• i--pBST'-RR•8F ON CON ATE SLA9. SAFETY STARE OR "BCSCO ARCHORt 4, Fdi 97{OOO'8EM1 W!I USE D4 FOR LJ_ IOPSF IG'IMx. RD IDN• «an- "f the saher-wr•r. •all". 1•N• •w• •rawlll"r. � �r 2. POST iY0C3 �LtB.,( MY OE USEO A�IOKM[i 3LAB. SAFETY USE 4 FOR LL•m11W 22 lop LL•�P.S.i, MA7: PA JECTIONp g fq( t, ill It-• -raining to .•ch wuwlu !w•atutlr wU w (iniad. , E STAN[ OR AEL%O AKI1Qa. POSt ttPE! 127 ANO SNAtI OC USED "� RS.►. 14' SAM FWJECTIONS NO DETAIL � .1121- SII-. W -S H 1.•.. .tate. -ea .FKIp. r -ung aeatl..ae. AT FOOTI•GS. SEE POST'TYPE SCHEOULE.-THIS S i.. TO BEAM HEADER 4 FOST. t0. Or.w .elle. vat"'coo.. wrll -..a •water• .Ile .•Y ar- d rtt• „ rt-L.l. eN the ••rip, lead. M.• -a O•rw •-TIN a the Mrrral • t 3. TOTAL MINIM0x NUMBER OF 0 SHEET/��'l TAI SCR[YS PER POST TO BEAR 5. FOR 3'X8' BEAM WI INSERT usE DETAIL (G� SIERT 11 FOR POST BAST �K Prot tee ores •f the lattice, rare- far. •t•. Per I.C.t.O. 4 a•� CONVECTION FOR OETAILS 0 ANO V & DETAIL.BEET 11 FOR POST! BEAM WADER COn4 crura. L♦ ! O It. Far .Il •.alt rarer- ... r" She.% II .f 12 �•� - 8' . p• 2 x 6 u2 x024 7=3' 10'-4' 1 Z3 1 23 5 1 S 1 S z I to 1 .5 1 3 I z t - 3 zr-/ I 3U 3U 1 5- 3 1 2 1 6 I - 1 3 2 3 9'- 0• 2 x612 x.oz• G'-0' 10-0' 24 24 6 313 23 21 714 312 4 12 G'-8' I 21'-8' 30 30 6- 3 1217- 29 G 4 2 3 2 10'-O' 2xu2xoz4' 9-3' G'-8' 24 24 6 313 G=2' 21714 23 23 4 2 6-3 20'-10' 31 31 6- 3 2 7- 4 2 � II'- 0' zx6112x.024 5'-9' 9=8' 25 25 6 4 13 n: 2 $14 5'-9' 4 3 59" 20'-1" 31 31 G- 3 2 8- 4 3 O 0' zxcuz x•032 5-5' 9'-4' 25 25 7 413 4 2 B. 4 4 3 5=5 19=5" 32 32 7- 4 2 6- 4 7 N 13'- 0' 2x(112!.032 5' I 5'-0' 25 25 7 4 4 3 9 5 5 3 5 I 18'-9" 32 32 7- 4 3 9- 5 3 4 14- 0' jaxcuz x.o3z 4-9' $'•9' 25 25 804 30 30 3 9 5 5 3 4=9' 18=3" 32 32 8- 4 3 9- 513 J 15'-0' 2xG12X.040 4'-6' 8'-6' 2G 2G 5 3 4' 8' 3 10 5 5 3 4=6 17=8" 32 32 8 - 4 3 10 - 5 - J 16'-0' 2xcu2x.040 4=3' S-3 2G 26 3 10 6 5 3 4'-3' 17=3" 33 33 9- 5 3 10 - 5- Z' x G I/Z' & 3 x 8 RAFTER WLE 8 FASTENER / ANCHOR BOLT CONNECTION TABLE C THICKNESS & SPACING PROJECTION IB'O.C. 20' 0. C. 22 O.C. RAFTER TO BEAM CONNECTION BEAM TO POST CONNECTION J 8'- 0' .024" .024" .024' WIND SPEED•IOOIA. WIND SPEED-IIOMP.H. WINDSPEED • IOOMPH WIND SPEED •IIOMPK 9'• 0' 024• 024 .024' o M RAFTER TO BEAM TO RAFTER TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. tE�'g 10'.0' .024" .024' .032" 121- 010 s.Ls (v-• Is sLLs 021-404) sAAs. QJ -9 I45M5. 1GORDON 1%0' .032' .032' •032" I4 EA. LEG WIIVL'xv9' EACH LEG rIrz•xlre• % e 4: 12.0' •032" .032' .032' SHLII 14 -TOTAL I � +�� I4'TOTAU LEG. 14-1aFAL �z © x 13- O' 032' - 032' 040" IS jo_,)g',0CF (41-• 12 SNS. (2)-A 14SKS (Q -012S 4O 1❑ 3'x67(. QI 3*l 9'x t w! Ire• x r54 EA SDE OF w! U9•x rm. 21 W! INSERT, /INSERT. 14-0' .032' .040 .040z -RAPIER WASHER. EA. RAFTER WASHER -EA FOa1NDTE4t5 4 5 SIR. 11 ( 4 -TOTAL) (4 -TOTAL) J I IF 040' 040' .040 > " -0' .040" .040 .042' ,--. ,-j WIND SPEED IOOMP.H. WIND SPEED IgMP. WIND SPEED IOOMPHWINDSPEED IpMPK •(•+ ) N SLAB ON FTG 2 ON SLAB ON FTG z ON SLAB ON FTG ON SLAB ON FTG. ��^"'�;i° � '"E Y7C0 Fy t9N., iO:TING. 121-•2SASS 12)-•12 21-•12SM 021-•12 moi• •4t[nmrm1r00nNc: r•"•;. 8'_O1 024" u O OR TEKS. OR TEKS I7 OR TEKS. EA. OR TEKS. EA. SIDE OFRCST SIDE OF .024 .032 EA. SIDE OF EA. SIDE OF (4 -TOTAL 1 (4•TOTALI POST TYPES ' r POSI POST(♦-TOEI POST(4-TOC) 4uj 9'- 0' 032' 032' 032' & & 18 & & GUERAL .orfs ..O SPCanuno.3: �y• n-3lev x 318'/ A.& 319.2 A.g� a 10'• Or .032" .032" .032' ilfZEiAP3ED 2MMSED. GALV WJVM GALv.wrr?d. Q 3'SO-POST+(21- 2'X.G•1/2' urtr e. tow .w4 ler........ nr eM leaaa Nw- -. ulrore 'r xV4 STLMM U4•STLGALM • ".1141.4 C•'e. .r the int Ntalr or Ih. .1r1r cr.u.catr W1 XX 114- ANCHOR 41 SNi. 11 X .024 WI (6)-40 14 SMS. ,• 032 .032 040" SM 11 W/ XX II4• W/ 3:' W WASHER IS. HASHER RX 7. aterhe't• .1 -Ir •lien rg be .1e•tltut•4 reg these leash. Pr -1-• 4 �. 3' $Q. P05Tt (2) - 29I<TP 1/20 teas ... n"t....as .,th the u.�tr A.sraur w h•.• •rL . 07 040 .040 .040' 21-swS.K 121 -NNS ti " gr..t.r .1.IP w "lura. t.r.tne. $ OR TEKS EA. OR TEM EA. 6'4 -SIe fKB{ X.032 w/(8N14•,SM& 3, ill nae .h.tl M...lire!. x" w1 corg..•1.• etr00%th of 7.000 13'- 0' O4O" .040' .040' SIDE OF POST 9�E r�OPo� O 2).3" x 9' 1-3K/x 8' r...l.. Crer•t• .tr •hall w..e 3F• •tw,r thief.. •w• wll r tw . . ••• (4 -TOTAL) l TAL) CCONGEMem coNCEMeEn © 3"S4POST r(2) 2�X:GIt24 0••. ew•Itlew. J 14.0 .040 .042 .042' ® & & le! A.9• X 024' WRO-014 SA15: '• .0 f-uw9s fall her - fire. het"ret .w 41.wre« ..0 J (2)-519 0x4 (2)-518.9 4 Caul•• fill. Craig.."ral.•l -u w.rlw" rn.."r.. ,.Ow P.S.F. g� _.L. 20 30 S. ill +art «salt• wu 4. Ma -ate g•I.rl.ad .r .leen-,•a•• w BOLT W! 114 EO�WT !A w 21-Y2 Mir 2}I "N&S` ® 3E� POST+(2) - 2"X G 172' a --era to ..S.T.A. t.o.". C.••. C. STL. GALV. STL. GALV. SHL II 21-3wox9- 21-'L It g• X:O3i• Wl (12)=014 SMS: 9. �arlr r..twr• .Mit w 7074-u. All ether r.•a.w.r. wll w CON. EM® ,.Arad all .e ea -i." ri•aad. .0 wla •heft err.n to 511.11 WASTER PIS WASHER RJ CDIt dFBED .".it ".3ut .ad Mr .trw.ad c•a -Isis -.Mgrs "stn fK wta• A.9 A.B.• •Mil e. wit 4irrag PI•a "I" "I'mt. C.rr•lr w1a MIl Oa Hlltl [•lY 9•la a0 II e•.Or alrl •g •rl yr LC. t. e. of i 0917. pl w1b .hell Mr. • .lw,r TMLE FOOTNOTES: sp 41•t.K. rr •wit •lr.are. t. [Kw I-t•1Lt1r .hell Orr r 1MnUfT1M •N 4/.lr the w.r •w• .�- �• i--pBST'-RR•8F ON CON ATE SLA9. SAFETY STARE OR "BCSCO ARCHORt 4, Fdi 97{OOO'8EM1 W!I USE D4 FOR LJ_ IOPSF IG'IMx. RD IDN• «an- "f the saher-wr•r. •all". 1•N• •w• •rawlll"r. � �r 2. POST iY0C3 �LtB.,( MY OE USEO A�IOKM[i 3LAB. SAFETY USE 4 FOR LL•m11W 22 lop LL•�P.S.i, MA7: PA JECTIONp g fq( t, ill It-• -raining to .•ch wuwlu !w•atutlr wU w (iniad. , E STAN[ OR AEL%O AKI1Qa. POSt ttPE! 127 ANO SNAtI OC USED "� RS.►. 14' SAM FWJECTIONS NO DETAIL � .1121- SII-. W -S H 1.•.. .tate. -ea .FKIp. r -ung aeatl..ae. AT FOOTI•GS. SEE POST'TYPE SCHEOULE.-THIS S i.. TO BEAM HEADER 4 FOST. t0. Or.w .elle. vat"'coo.. wrll -..a •water• .Ile .•Y ar- d rtt• „ rt-L.l. eN the ••rip, lead. M.• -a O•rw •-TIN a the Mrrral • t 3. TOTAL MINIM0x NUMBER OF 0 SHEET/��'l TAI SCR[YS PER POST TO BEAR 5. FOR 3'X8' BEAM WI INSERT usE DETAIL (G� SIERT 11 FOR POST BAST �K Prot tee ores •f the lattice, rare- far. •t•. Per I.C.t.O. 4 a•� CONVECTION FOR OETAILS 0 ANO V & DETAIL.BEET 11 FOR POST! BEAM WADER COn4 crura. L♦ ! O It. Far .Il •.alt rarer- ... r" She.% II .f 12 �•� - 8'. 0' 2x6u2x.024 7=3• 9=0- 22 1 22 5 1313 �.,..9z 2-7,12 ..m 1 2 6 1 3 3 2 7-3- 18-9 28 28 1 51313 2 G 3 3 2 a/ 8 0 /8- 8 1 g• - p• 5-01 2 xcuzx 024 G=8• 8'-8 23 23 6 3 312 7 4 4 2 G'-8' 18-0' 29 29 G 3 3 2 7 4 4 2 /. �j 10'.0' 2xclrtx.032 G=2' $'-4' 23 23 G 3 312 7 4 4 2 G'-2' 17=4" 29 29 6 3 3 2 7 4 4 2 / / n: 11- p• z xc11z X,032 5'-9' 8'-0' 23 23 6 4 312 8 4 4 3 5' 9' 16'-8 29 29 6 4 3 2 8 4 4 3 / 8/ 0 Iz-0- zxcuz x032 5=4" 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' 2x(:utx040 5=0' 7=G' 24 24 7 4 4 3 9 5 5 3 5'-0' 15'-7' 30 30 7- 4 3 9- 5 3 / / J 14 0• 2 xcl2 x040 -4-9 7=3' 24 24 8 4 4 3 9 5 5 3 4' 8' 15= I' 30 30 8]E� 3 9- 5 3 8/ 8/ J Z' x G I/Z' & 3 x 8 RAFTER WLE 8 FASTENER / ANCHOR BOLT CONNECTION TABLE C THICKNESS & SPACING PROJECTION IB'O.C. 20' 0. C. 22 O.C. RAFTER TO BEAM CONNECTION BEAM TO POST CONNECTION J 8'- 0' .024" .024" .024' WIND SPEED•IOOIA. WIND SPEED-IIOMP.H. WINDSPEED • IOOMPH WIND SPEED •IIOMPK 9'• 0' 024• 024 .024' o M RAFTER TO BEAM TO RAFTER TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. tE�'g 10'.0' .024" .024' .032" 121- 010 s.Ls (v-• Is sLLs 021-404) sAAs. QJ -9 I45M5. 1GORDON 1%0' .032' .032' •032" I4 EA. LEG WIIVL'xv9' EACH LEG rIrz•xlre• % e 4: 12.0' •032" .032' .032' SHLII 14 -TOTAL I � +�� I4'TOTAU LEG. 14-1aFAL �z © x 13- O' 032' - 032' 040" IS jo_,)g',0CF (41-• 12 SNS. (2)-A 14SKS (Q -012S 4O 1❑ 3'x67(. QI 3*l 9'x t w! Ire• x r54 EA SDE OF w! U9•x rm. 21 W! INSERT, /INSERT. 14-0' .032' .040 .040z -RAPIER WASHER. EA. RAFTER WASHER -EA FOa1NDTE4t5 4 5 SIR. 11 ( 4 -TOTAL) (4 -TOTAL) J I IF 040' 040' .040 > " -0' .040" .040 .042' ,--. ,-j WIND SPEED IOOMP.H. WIND SPEED IgMP. WIND SPEED IOOMPHWINDSPEED IpMPK •(•+ ) N SLAB ON FTG 2 ON SLAB ON FTG z ON SLAB ON FTG ON SLAB ON FTG. ��^"'�;i° � '"E Y7C0 Fy t9N., iO:TING. 121-•2SASS 12)-•12 21-•12SM 021-•12 moi• •4t[nmrm1r00nNc: r•"•;. 8'_O1 024" u O OR TEKS. OR TEKS I7 OR TEKS. EA. OR TEKS. EA. SIDE OFRCST SIDE OF .024 .032 EA. SIDE OF EA. SIDE OF (4 -TOTAL 1 (4•TOTALI POST TYPES ' r POSI POST(♦-TOEI POST(4-TOC) 4uj 9'- 0' 032' 032' 032' & & 18 & & GUERAL .orfs ..O SPCanuno.3: �y• n-3lev x 318'/ A.& 319.2 A.g� a 10'• Or .032" .032" .032' ilfZEiAP3ED 2MMSED. GALV WJVM GALv.wrr?d. Q 3'SO-POST+(21- 2'X.G•1/2' urtr e. tow .w4 ler........ nr eM leaaa Nw- -. ulrore 'r xV4 STLMM U4•STLGALM • ".1141.4 C•'e. .r the int Ntalr or Ih. .1r1r cr.u.catr W1 XX 114- ANCHOR 41 SNi. 11 X .024 WI (6)-40 14 SMS. ,• 032 .032 040" SM 11 W/ XX II4• W/ 3:' W WASHER IS. HASHER RX 7. aterhe't• .1 -Ir •lien rg be .1e•tltut•4 reg these leash. Pr -1-• 4 �. 3' $Q. P05Tt (2) - 29I<TP 1/20 teas ... n"t....as .,th the u.�tr A.sraur w h•.• •rL . 07 040 .040 .040' 21-swS.K 121 -NNS ti " gr..t.r .1.IP w "lura. t.r.tne. $ OR TEKS EA. OR TEM EA. 6'4 -SIe fKB{ X.032 w/(8N14•,SM& 3, ill nae .h.tl M...lire!. x" w1 corg..•1.• etr00%th of 7.000 13'- 0' O4O" .040' .040' SIDE OF POST 9�E r�OPo� O 2).3" x 9' 1-3K/x 8' r...l.. Crer•t• .tr •hall w..e 3F• •tw,r thief.. •w• wll r tw . . ••• (4 -TOTAL) l TAL) CCONGEMem coNCEMeEn © 3"S4POST r(2) 2�X:GIt24 0••. ew•Itlew. J 14.0 .040 .042 .042' ® & & le! A.9• X 024' WRO-014 SA15: '• .0 f-uw9s fall her - fire. het"ret .w 41.wre« ..0 J (2)-519 0x4 (2)-518.9 4 Caul•• fill. Craig.."ral.•l -u w.rlw" rn.."r.. ,.Ow P.S.F. g� _.L. 20 30 S. ill +art «salt• wu 4. Ma -ate g•I.rl.ad .r .leen-,•a•• w BOLT W! 114 EO�WT !A w 21-Y2 Mir 2}I "N&S` ® 3E� POST+(2) - 2"X G 172' a --era to ..S.T.A. t.o.". C.••. C. STL. GALV. STL. GALV. SHL II 21-3wox9- 21-'L It g• X:O3i• Wl (12)=014 SMS: 9. �arlr r..twr• .Mit w 7074-u. All ether r.•a.w.r. wll w CON. EM® ,.Arad all .e ea -i." ri•aad. .0 wla •heft err.n to 511.11 WASTER PIS WASHER RJ CDIt dFBED .".it ".3ut .ad Mr .trw.ad c•a -Isis -.Mgrs "stn fK wta• A.9 A.B.• •Mil e. wit 4irrag PI•a "I" "I'mt. C.rr•lr w1a MIl Oa Hlltl [•lY 9•la a0 II e•.Or alrl •g •rl yr LC. t. e. of i 0917. pl w1b .hell Mr. • .lw,r TMLE FOOTNOTES: sp 41•t.K. rr •wit •lr.are. t. [Kw I-t•1Lt1r .hell Orr r 1MnUfT1M •N 4/.lr the w.r •w• .�- �• i--pBST'-RR•8F ON CON ATE SLA9. SAFETY STARE OR "BCSCO ARCHORt 4, Fdi 97{OOO'8EM1 W!I USE D4 FOR LJ_ IOPSF IG'IMx. RD IDN• «an- "f the saher-wr•r. •all". 1•N• •w• •rawlll"r. � �r 2. POST iY0C3 �LtB.,( MY OE USEO A�IOKM[i 3LAB. SAFETY USE 4 FOR LL•m11W 22 lop LL•�P.S.i, MA7: PA JECTIONp g fq( t, ill It-• -raining to .•ch wuwlu !w•atutlr wU w (iniad. , E STAN[ OR AEL%O AKI1Qa. POSt ttPE! 127 ANO SNAtI OC USED "� RS.►. 14' SAM FWJECTIONS NO DETAIL � .1121- SII-. W -S H 1.•.. .tate. -ea .FKIp. r -ung aeatl..ae. AT FOOTI•GS. SEE POST'TYPE SCHEOULE.-THIS S i.. TO BEAM HEADER 4 FOST. t0. Or.w .elle. vat"'coo.. wrll -..a •water• .Ile .•Y ar- d rtt• „ rt-L.l. eN the ••rip, lead. M.• -a O•rw •-TIN a the Mrrral • t 3. TOTAL MINIM0x NUMBER OF 0 SHEET/��'l TAI SCR[YS PER POST TO BEAR 5. FOR 3'X8' BEAM WI INSERT usE DETAIL (G� SIERT 11 FOR POST BAST �K Prot tee ores •f the lattice, rare- far. •t•. Per I.C.t.O. 4 a•� CONVECTION FOR OETAILS 0 ANO V & DETAIL.BEET 11 FOR POST! BEAM WADER COn4 crura. L♦ ! O It. Far .Il •.alt rarer- ... r" She.% II .f 12 �•� - Ic.a0 M EVALUATION REPORT NO. _jQJ_NOTE'z �',a",.,"� FOX ENGINEERING ilii a,•. JAY[[ Y. IDX. lTRUCTYRAL [NOIN![R . 0000 Ttl.••4AP• u. •Op•lT. CALIFONNIA 9924• avo.raLr... CHEO,LATTICE-TYP£ rPRATnIO00VER W/24"MAX. O.H. L.q, 20 630 P.SF. ND SPEED- )DOB 110 MPK ALUAI/t-LATTICE PATIO COVER (AS AIG BT/ VALLEYALUAINUM COMPAN5038 3607 W. LINCOLN ST. (602/279-6224 �.,..9z 2-7,12 ..m �- Kx a •- M c 1p,N ICE - 4 SHE 11 BEAM/HEADER / I �N SLABS SEE TABLE A FOR SIZE, OPTIONAL aM �a�SIZE RAT'S 1111 � - SEE THELES Ai8 POST lt<lFOR SIZE 6 SPIICINCs BELOW NOTE: NO CRACKS WITHIN Y G•OF POSTS SHALL BE Of POST SHALL 8E SET BACK A MINIMUM OF 4' FROM EDGE OF SLAB EXI! RES - 'SEE ► iuct ;oermm I.. COIlC00t•site (lllsr[.[ o• Atrl C0/`['l" S1i01Aa "10'00iM - 2. c111KAPL twin -m uur m te r llo r[u K a co-srAllcnr, rf nu II 1-/S Inilu:r.Or. \ a. roar stt[ -so to �f - 1tI; f I. �::: °�s: . y $Op (.1 a• a/- a .,w• 4 0j Rq > - - 8'-7' L 11-0' MAX. Iasi NEIGHTi4'-8'' P�� T ATTACHED LATICE PATIO COVERS WITH MAXIMUM OVERHANGS (WIND SPEED - 70 8 90 M.PH.) TABLE A g f 0�• - ! ° t e ` •s - } .- r ,. 1.;• 0 _ w w A X 0 � � z - - Y ^-' o w tv < ¢ = W ¢ 2 MAXIMUM POST SPACING 8 FOOnNG SIZE YAND _ 10/ 1.5. UPLIFT = 10 /15 o W = N S z Z W v m 3' X 8' X .042' SEAM / HEADER WITH CHANNEL INSERT ¢ -, , FOOTING SIZE _ Q :3 MAXIMUM POST HEIGHT 81 SIZE ¢ 9 MAXIMUM POST HEIGHT = 8'-7' MAXIMUM POST HEIGHT = 11.0' a. �. WIND 70' MP.H. WIND . 90 MPH WIND . 70 MPH WINO r 90 MPH. NO SLAB wl SLAB' NO SLAB w! SLAB NO SLAB w! SLAB NO SLAB I wl SLAB w' 1s 0; 02 -4 J 121-0 0, S.M.S. EACH SIDE 0I RAFTER 14-10TAL1 3'X 8•X.030 12'-8' V-0' I IV -II' 2- x11# 18"x2'("ZG'Saxe 1$"x221112'-4'sax •'18'x2-2'tr'Z-$'saxe" x2 -G'" SEE BEAM TO POST CONNECTION . TABLE BELOW. - .21=2" 31X X.03G' 15'-2" V_0 15' G' 2�'sax1841 I$' x2' at8'sax,0 I$>-2-4.1 2'-G*soxlet I 18!'x2'311 2=10soxbl' x27 '24-9" 3"X 9X.042' 17-9' 11 Sax O (1 I (1 7-0' 12=5' 2'552X18(' IB"x2=2 29' 1$�1a2:6' 2'8'sa)(1 18 x2'4' 3'Osoxe 18'x2=8'' t _j- 31 '. O.3'SaPOST . (2)- 2'X WrL' X.0241 W l (8)-* 14 SOLS,' p 3'Sa.POST+(2)-2'x6 1/21 ;AaPWI(8(214• X4.1 , ©$ Sa POST ♦ (2) 2.;X'71/2 X 020 wl (12)-414 Sus: - ' 0 '0 3'X QX _030' 10'-6" 4--2° " , 1577" 2'-Isax18 ' 18"xF10'r'' 2-4Sax11/11 18 2'-2'1i 2=252x1811 1$'x2' 1') 2-G'SQX 18''x2-4'(96 17=7 3'X 8.X ..036" 12'-7 5' -,0 14-2 2' 2sou[d[' 770I2 " 2 6sax121' 'x2'72'"' 2'4snxld[' I$':2'2'lu 2' 8snxe" 18•xxc_T ' 20'-7' 3 X 8'X .042' 14-9" 5'-1W..11'-4" 2-4 ' I8•x 2' 11 -_, 1$•''x274'1'! 2'Gsax18I I x2'2'b1 -IOsnxe° 2=6 ' LIVE LOAD -30 - LIVE LOAD 30 LIVE _LOAD -20 NPE [ J .. ❑ 2❑ ❑ FASTENER CONNECTION TABLE ; �3 RAFTER TO BEAM CONNECTION WIND SPEED -70 M.P.H. WIND SPEED -90 M.PH. WIND SPEED - 100 M.P.H WINO SPEED - 110 MPH o TO RAFTER TO BEAM TO RAFTER 70 BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM '� �� • gE� To" Ov[e urr¢[.rr-[ 3rlucrw[.-er 3 [[ [KtOf[0. - OPEN LATTICE TYPE PATIO COVER .. {21-t3IOS.1lSEACH LEG (4 -TOTAL 1' (2HOSa1.SwnV2•xpB' .ASH, N. EA,LEG. 14 •TOTAL) 21-MIOSMSEA.LEG 1 4 -TOTAL) 12f-4125MSwnu2•xl WL511ER� EA. LEG. 14 -TOTAL) M-41,SILSEA.L.EG 2 ( 4 -TOTAL 1 121•w2S.615EA.LEG121-w12SUS.EA.LEG wl IIl2•X 3•X II4'NA111. [ 4-70TAL 1 ( 4 -TOTAL) IaI-w2SxSEAIEG .1112$ 371114'WASIa IE[ 1 TOTAL I 1 }, S SIIL"1 I 121-0 0, S.M.S. EACH SIDE 0I RAFTER 14-10TAL1 141-Y IO SMS• 124410 SMS. EACH SIDE OF RARER. (4 -TOTAL) EOFFEA. 14)-4 12 SMS SI OE OF RAFTER 4 - TOTAL I 141- 4 e SU.S. EA. SIDE OF RAFTER 1 4.lOOF? 441- N 12'SIAS 121-Sa 12 "SMS. EA. SIDE OF RAFTER 14 - TOTAL) -4. 1'41- 4 12 SMS. CROSS-SECTION c[A[ea .Orn .N s.[cv,unolal -. 1. "•Iorlw,w ON1N •N •tu...• A r• p•f tnA ,•uet diti- of the when .11.1!0 coat n,e IA test Nlaiow Of too At -i- cN•tw "loo -w•1. 2. /l oAte •loot or •iter• • t O• •-Oetlt.tN tot tMee •neor. prNleee tMr • rN/u•rN eltn an" 41-1-0 1e•Kl•alor eb Mte -1 or er••ar sl•l. w -lura• •uew�tn-. 2. 111 r•tA wll MN • 1w1Aa- 20 per ceKMA1-• elreoran 12.000 A.l. Cwt•ae ter ."ll neN 34- -i-l- tnlc•weee w wll M 1. 0••- rew-1tIN. A. ►Il fortlwN M0.Iseq ONt /IN. bt-tel or-eleWtON NII a atr LL/IN Put. KeIN ertlul Nll "1 -1 preeeKe . 1. AI 0.3.t.d etNl ••r•N .bll N Ma•elr NleorlrN OL •lKttN,AtN w tor/eN to 1.3.1.0. 1-.te. Orw C. 80. .11 rN uN1 At ceKlor pU'% All Klt- wl, Lw/eN t• 1.3.".11. 4.30[ w MN eaeoreN Ants...... plat- Nwre• lwlee IN Mlu "twit ee -i el•raet OW t/1/• K•rit r, o A I. 1 N1u •.ell N 7. .1 [IT. Nile LO l2 . A . I- er •,•e1 Ter di.too. [.1.A/. ten. Iti twit• w11 Iw.e • ,AIw1Aor at-wrur NN eotioll of 1 pelt el•or Nte. I. [N. lNMllet,or wu .r. or . lood A tag /1•9.4 tt. weor eN Net•ee eI t.e KL,4 I. ee./a. leeee •N 1•..11 •. 111 ,tore Nr t-leiw4 to ". orrtlerl•e lwNel letlor eA-11 M Clrel N. l•... ...... NN •eN Uy, IoruM ee_1 el-. ' lo. OeN leu lee "'A. %f a•Nr Wll ort N •blew Alto em, AT" o1 •Alia ruuel. w /K Ntle• !w• MN lr . I eorl1N b the M C.wt•1 rrA)KaN •M AI Me lNtlae, refute• Oeore. etc. ort l.C.a.O. - tltrle. 11, t•r .11 euul re/•r•KAt, • •fMet It of 12 _ IBM E.S. EVALUATION REPORT Na 5038 a'`rma E� m •n usle roe nor, 'oEn nv[4 Q •te[ rOr rCOnR: 4.0 IN 1�� coieluuo cows POST TYPES t _j- BEAM TO POST CONNECTION O.3'SaPOST . (2)- 2'X WrL' X.0241 W l (8)-* 14 SOLS,' p 3'Sa.POST+(2)-2'x6 1/21 ;AaPWI(8(214• X4.1 , ©$ Sa POST ♦ (2) 2.;X'71/2 X 020 wl (12)-414 Sus: la- x 0 WIND SPEED 70 MPH. WIND SPEED IT 90 MPH. WIND SPEED- 100 M.P H. WIND SPEED - 110 MP. H. LIVE LOAD - 20 LIVE LOAD -30 LIVE -LOAD -20 LIVE LOAD -30 LIVE LOAD- 20 LIVE LOAD 30 LIVE _LOAD -20 LIVE LOAD -30 aD�� ❑ 2❑ ❑ 4f, 'S'k POSTt(2)-2'X71/2' • K 432' wT (12) =4114 SLlS: 22 - _ _ ' _ 121-Se>Ma OBM (2)-3A&Me- TO RST _ 421 SlelMaTOBEAM (2) 3w'F M B TO POST . i FOR SIZES OF3SCL FOSS SEE 918LE FOOTNOTES ABOVE. ATTACHED- LATTICE PATIO COVERS WITH MAXIMUM . OVERHANGS (WIND SPEED At 100 81 I10'M.PH..) ' � TABLE B t\ ''.• - c W. 1al b a N a z `17-8' 1% tat N. - cr w z a �N • wa ., MAXIMUM POST SPACING 8& FOOTING SIZE, WIND - 19/23 PS.F UPLIFT - 30 PSF cr a z W'- U) S w a z M 0 3" X 8" X •042' BEAM /.HEADER WITH CHANNEL INSERT FOOTING SIZE z MAXIMUM POST HEIGHT a SIZE y a MAXIMUM POST HEIGHT. 8'-7' MAXIMUM POST HEIGHT 1 1-0' a g[n WIND - IOOM.P.H WIND - IID MPH. WIND -IOD M.P.H. WIND"110 MP.H.' NO SLAB z W/ SLAB' NO SLAB W/ SLAB. NOSLAB W/ SLAB NO SLAB W/ SLAB t I •, 1 ;" I' I: i LL a N 37X8'XDWI 12'-8' 5-0' 16' -II' z-8'Sax184n 11r0Xz4"' 24Mx8• 1erxz-c' z-frsaxl8• 1(rrx2-a' S-rsa.Xre• 18^0)(2•40• I SEE BEAM =' CONNECTION TABLE ABOLE. 21=2: 3'X8'kD3G' 15'-2' G'-0 15'-G' 2aysaxse- (1) 1a -It xz-G•' Y-Osaxe•(2) e•0x2.87 3a'Sax ISA(z) W.x 50 Y•3SOx81L 18'0x3.0.1 24'-9' 3'X8X.042' 17'-9 7'-0' 12'-5' ",-.ax812)la- 0xr-8.12 3125a.xw42)Irsx2t[D•( Y• x18" 143rxf-0.() T-g,axgr lop x 3..2.431 3 W O a 14'-8_ 3'X 8'X 430' 10'-6 4'-2' 15'=G' 2••GSax18•("MVX2!-4•m V-81saxl8-0,8yx2-G"II 2'-ti'Sax18u)18oxavol 2•.n�axe•w14i•Fxz••8'[n 17-T 3'X 8'X 036' 12'-7' S'-0' w a) nl ,n a tel 14'-2 -e"sox18• 48yxzG• 2•-losaxe• 18rx2=8 z-14�0x4e' I�►xz�r 3'-rsax4e•a',av:2:1o•1zI 20' 7 3X 8'X 042 14'-9' I I'-4 F-IOSaxl8+ 1e•ojs;e_ ' (2) 3'•CSa.XIW211851ItV_' 121 3J•s0x4e2J s'a•saxle 2) T-rSQxIa4 IfrdX 3'-0'121 J - f.. I. AMAT FOX ENGINEERING 1V JAMES M. FOX, GTR UCTURAL ENGINEER 111.11o0u■ •0: MOWElr• CAupoOru 962.0 • _ is It . 4 L0 P110i� 111' OF 1 r1 „` E yrla r _ : 1 r yO A %g Caav-. ' aar - i M I - A - 1Ve. !S •t11 dim �.w r raaa ..w - A E PATIO COVER A ;4 ATTACF LATTICE -TYPE M3OF PATIO OOVf=R W/MAX OH. IAL..sRr) L.L.•20830PS.F VAL-LEYALUAIMIAICOMPANY WIND SPEED -70890 M.P.H. w. ulvG w. Jr. Ieaalzyar Q174 i _ I , SE f Nqx 0 S/M` =T• S64 -11-ku ``90%0 N ...► VE�2�90- t 11 3�1T 11 11 1 I x ST 111 ! � z I i I 51L nCE Il j l i Il�iLl 1r. ' I 4II 4/ 3 MWG' IIII IRArTEA, IIII IIII RAEE TABLEto FOR I' IIIIP` SPACING PGLN jw 112 -THICK I �5t��(yp� CCOC. SLAB IBJ • �\ S�• OPTIONAL l . cp tam, NO CRACKS WITHIN C-6' Or POSTS SHALL gyp THIS OPE" LATT IC[-TTPI STWMIURt PAT gT It [NCLOMI). BE PERMITTED. POST ON ALL= SET HACK MUM OFT mom EDGE or 4- OPEN LATTICE -TYPE PATIO COVER SLAB. MAX. PROJECTION MAX. QH SINGLE SPAN PER TABLE A B 3 C MAX. O.H. NOTE c FOR BEAN TO POSTBEAM N. TO SEE TABLE E• FOR RAFTER iD BEAM _,,,14 -LATTICE I CONNECTION, SEE TABLE F. i ^I n I U I . . u CROSS SECTION, SINGLE SPAN t -mw€ST(oN.___.._.._ LATTICE I , MAXI .H RAFTER SPAN _ 1 RAFTER SPAN ' NA ON. j F IEE G M1LT1•SPAN WLTI-SPAM SEE �('� NOTE AS 10 I I I It01E tt 10 7 .til O ~ . N p Q. 3 LL'TMICK COC SLAB, W --- L io ( 1 I I I I I CROSS SECTION, MULTI SPAN FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED - 70 8 00 M.P.H.) - TABLE A 9'-0' MAXIMUM POST SPACING AND. FOOTING SIZE =li 14-0' 3" X 8` T--042" HEADER/ BEAM 18'AX 24'(,1 27'SQ.X6p) 18 28 (0f 31'SQ•X IBllt 31u } <= 15.0• 1 FOOTING SIZE ac x FOOTING SIZE co 0 �N 0 Z MAXIMUM POST HEIGHT = 8'-7-' MAXIMUM POST HEIGHT =I 1=0" �3 .1 70 MPH 90 MPH 70 MPH 5OMPH X�vQ y. r; 2 2 ® 4O �4 02 S� 34'THICK CONC.SLAB m: §R N W/ SLAB NO SLAB W/ SLAB NO SLAB W/ SLAB I NO SLAB IWI SLAB NO SLAB OP110NAL I -7 1 Il I 1 1 I U I . . u CROSS SECTION, SINGLE SPAN t -mw€ST(oN.___.._.._ LATTICE I , MAXI .H RAFTER SPAN _ 1 RAFTER SPAN ' NA ON. j F IEE G M1LT1•SPAN WLTI-SPAM SEE �('� NOTE AS 10 I I I It01E tt 10 7 .til O ~ . N p Q. 3 LL'TMICK COC SLAB, W --- L io ( 1 I I I I I CROSS SECTION, MULTI SPAN FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED - 70 8 00 M.P.H.) - TABLE A !_ =O 9'-0' MAXIMUM POST SPACING AND. FOOTING SIZE 2U'1 18--1 X 23j 11131- SQ•X 18I1 IB'WX 32"(4) 35 -SO X18(44 I 14-0' 3" X 8` T--042" HEADER/ BEAM 18'AX 24'(,1 27'SQ.X6p) 18 28 (0f 31'SQ•X IBllt 3" X 8" X .042" W/ INSERT HEADER / BEAM } <= 15.0• 1 FOOTING SIZE 18i1x 24'(i1 2 SaxW(.I 181X 28 (1 32'SD:X 18l( FOOTING SIZE co 0 MAXIMUM POST HEIGHT = 84" MAXIMUM POST HEIGHT = IILO' Z MAXIMUM POST HEIGHT = 8'-7-' MAXIMUM POST HEIGHT =I 1=0" �3 xI;i i 70 MPH 90 MPH 70 MPH 5OMPH X�vQ 70 MPH 90MPH 70MPH 90MPH 2 2 ® 4O �4 02 S� /SLAB ' ND SLAB W/ SLAB NO SLAB W/ SLAB NO SLAB W/ SLAB NO SLAB §R N W/ SLAB NO SLAB W/ SLAB NO SLAB W/ SLAB I NO SLAB IWI SLAB NO SLAB LIVE LOAD 10-P.SF. ] I -7 5-0' 14=4 16 X 24'(1) 28'SQx 61 IB'wx 28•(11 33'SQ X180) 31'-11"' 18r X32't21 3G'S0•XBl2 IB0X 36'(31 41' SQXIBI 6'-0' 13=3' 18'Rx 2411 2G'S2x1 ) 18'1x 28'ul 3W%-X18u, 30-10 IB'XI 3tCE 3S'SQ-x18121 1 x SG'(3) 41'SQx 18(3 7-0' 12'-3' 18V X 24'411 2G-SQ•XW&I) 18%X 26-0) 301SQ.X 1 t. 29 4 18'" X .3212 35'sOx1Qa 18'1X 3C (3) 40r SQ x 18(3 $-D" 11=5 IB 1X 24(11 24'54•x1 0 18'tx 2G (,) 29'50.% ISVI 25-4 IB'1 x 30'Q 33'54•% IB1X 34 (]I 38' 54X18(3 J 0' 1010' 187PX 24(11 25'SQX1 11 18'1x 2C 11) 29SO,X 1810i 24'-3 18'1 x 30"(y 33'50X18 I Oft. 34'(3) 37'SQx 6(3 10� 10=4' IB'"x 2411 2VSQx18�,, I8yX 24'11 28`54-X 1 qt E3'-2' 18'1 x 3d1, 32'S4•x18�, 1 X 32'(3) 37'SCxl8(4) II' -O' I 01=In' a'ox 24in 2VSQxej,j 18YX 2G All x'J'SQX 1I)i IT2�-271 IWO X 30(, A 32'S4Xgr(, 1811X 32'(4) 3G'SQ x18(41 !_ =O 9'-0' IVX 24'(,1 2TSO x18U 181iX 21Y(,) 3('SCtX IMI) 2U'1 18--1 X 23j 11131- SQ•X 18I1 IB'WX 32"(4) 35 -SO X18(44 I 14-0' 8-8' 18'AX 24'(,1 27'SQ.X6p) 18 28 (0f 31'SQ•X IBllt 19'-8• 18'1 x E8'(,( 30'54•X186 18" 32'NI 35'SGXeN1 15.0• 1 S-9' 18i1x 24'(i1 2 SaxW(.I 181X 28 (1 32'SD:X 18l( 19'-2' 18'1 x ZG'(,1 3o'SO.X E/(1 IOX 32'(41 3S'Sa 15(4)1 1 r-1 GUO' 8-2' 1Ir4x 2611 2 54•x1 181X30'tll 32SO.x (8(11 18-4' 18'1x 2Gti1 .34'30X8(, I8y X 12't4)1 3eSOX0041 17-0' r 7 -IP 187x 2G(D 29'50.X1$'1, 4 18' X 32'(01 33tSC:X 18'11 IB' -0' Ilf' x 26(,1 30"%XIB(I 18'10 X 32-N)34SQXIBAl1 kXMUM RAFTER RAFTER SIZE ( AT 244 O.C.) 2 X G I/2X.04 3 X 8 X442 A OVERHANG TABLE . WIND SPEED 70 M.P.H. F 90 M.P.H. 12'-4" 4'-4" 1 1214- 1 4 - IG' -G' 5-9' 1 IG' -G' 1. 5- 2(1-7' 7'-3' 2(7-7" 7- 23'-11' 8'-4" 23'-11' 6' - BEAM 10 POST CONNECTION 'TABLE E RAFTER 10 BEAM CCNNECTCN PROJECTION TAB( M AXIaAM RAFTER avE>?Hac MAMM FOOTING SIZE w1NosPFEo•70 w1NosPEEo•90 L. L.- 20 PSE O(`yj�• WIND SPEED -70 WIND SPEED -90 LIVE LOAD LIVE.LOAD 10_RAfTF A. .TO BEAN TO RARER'. TO BEAM IO 1 20 130 10 20 30 11 '-9" 18'x2 ( 16"(00'1 1x Sar 1Bs•X 14 (2)R 10 SNS EA. LFL I4-MIAL1 121.410 S)AS.Nall2 2)-eo SAILS. (2)-".p X3X W W181EPLE EA. EACH LEG. X.3 X W 1 LEG. (4-MTAL) ( 4 TOTAL) EIB/ LL. -20 PS.F. LL. -20 PS.F 2 - - H 21 A ' 2 2 ® 4O �4 02 I5 (12,-30 SNS IE';R OF RAFL(4•TOT.1 (41-3 10 S.M.S. EA. 121-♦ 0 Sx.1 EA. SIDE CF RAFTER M]iI SIDE OF RAFTER. S'xW:1611 fT14-TOTI /4-10741 f 4K IO s Or RIFTED WLS3EA c I -7 FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED •70890MPH)SNGLE SPAN TABLE C RAFTER SIZE ( AT 24" 0-C.) PROJECTION MAXIMAY RAFTER SPAN l CLEAR 1 M AXIaAM RAFTER avE>?Hac MAMM FOOTING SIZE WITHSPICING MAXIMUM POST HEIGHT' 8'-7" MAX )M POST HEIGHT = 11=0' 70 MPH. 9D MP.F 70 MPH. 90 MP. H. W1 NSERT2 W! SLAB rto SLAB W/ SLAB ND SLAB W/ SLAB NO SLAB W/SLAB IN AAB L. L.- 20 PSE FOOTING SIZE L-- LL -20 3 X 8 X . 31'-9" 17'- 9" 7-0" 11 '-9" 18'x2 ( 16"(00'1 1x Sar 1Bs•X W/ SLAB I NO SLAB I W) SLAB I ND SLAB I WISLAB I NO SLAB I W/ SLAB I )C SLAB LL. -20 PS.F. LL. -20 PS.F X.0421 1= 17= 7= 13-2- 'x25' 3o x30' sn• x a x S12 L.L. 30 PSE. -L.L. 30 PSF L.L.30 RS . L V-10' I -7 L.L. X BX 4 I- FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED- 70 890MPK) -MULTI - SPAN TABLE D RAFTER SIZE ( AT 24'O.C.) Sun � FOX ENGINEERING .: "A � a JAMx7 w. rOx. STRUCTURAL QNOIN[ak 330• nueur I so. eeme33. CALIFOONIA 00340 PIaJwTION Mkxam "fluaArTo+ SPAN I CLEAR I MAXIM" OVERHANGOVERHANG2x@ NA7mll1 FOOTING SIZE PO5TWITHSmaN° xB x 442 W/ 81SERT - MAX70 MAXIMl1M POST IPO' MP. H. 90 MPH. 1 70 MPK 1 90 MP. H. W/ SLAB I NO SLAB I W) SLAB I ND SLAB I WISLAB I NO SLAB I W/ SLAB I )C SLAB LL. -20 PS.F. LL. -20 PS.F X.0421 1= 17= 7= 13-2- 'x25' 3o x30' sn• x a x S12 L ..30 P.S.F LL.. P.S. L.L. X BX 4 I- TAR[ 14010071st 1. CDNCMTt sLAm ([1t3TIAC ON 0911 C9f1[TtLT SUM01M! 69N foOTIK. 3. CMCRT[ SLN OO[s oT DIST 400 NO AAs WILL K COASTtaCTEO AS PMT Of 1.13 INSTALLATION 3. POST flit 1113• so. A .003• 21 • 3. Is- 33. a .a3• • r s3. L Nu12s•r POST'TTP(s it .o M Lot usco ran s j cO�EI•Iw. `oast T.rts Q A, TjT7M to u.. ro[ roans tool ■. POST TYPES ID. 3'SO- POST a (21- 2'X G 1/2' X .024• W I (8 )-* 14 SMS. © Yt(LPOST*(2)-2'xG1/2' X A32''W I (81-• 14 • SMS. © 3-SQPOST. (2) 2;XGIrL' X 0 24' W/ (12)-114 S.U$. 3'SQ POST+(2)- 21X GIn- X.032' Wit I2)-014 &LLS. 1. 41-1- 4•.Lp -N •Ar.•-.. q. We. t.• A-LAPA Nlur At w Y.lr-r. o.Ilet.3 C•4• APs LN toss •43a1r of IN Al..lr. Cr-tt.tnr rw.1. 2. slt•trt• •lrlr .11 A w N ••4alut" Ip lltr. wPH. rtw14.4 wf .1.egl•A-eN •It. tN &&-I-sere •A-tir •.< .••. -1 A. ".-r ,". b.4 .A ALPHA- •lww3w. 3. All t qt. wll NN .ul... N N/ .r.r1.••l.. •a1...Y AT 3.000 P. •.l. C-- ALAN, •Nit Nr 31' -1 a.1-.. W J..11 N 1. T..4 trrlllr. -. 311 troop 011 .•.r r-11 ee.1" PH -41. tq.N-Al pI StAe * PHe wrlle.l w e ...u•o "AT-.at.1.000 r.3.f w S. All -Irl rwr. wll N tra•4lN pYrwL•N .t uwtrwl•aN •..4 3. LLrl- Yawn wll % 7PL to . All •u+r I"ALL f- N A S.'.IAN lrl q e.4.IPH PA-..% All NIY . AW tPH W N ..A.S.T.N. s-301 W .. • 1/16. wt rA-Y ...rr.. .•LPH /N .uY C N "it dlAHIL PIN 1/13• Lb Seat 1. [e.w/r Nlt• wIl N .illi [.Y Nll. t0 AI H . H -tr/ q rw1 Per I.C. t.O. E.A.N" dl 111 "it. wit -r•. • .Ylrr trPHrw Nw •YYPH. .f • ..Il IH•..A-er. 1. (.e. A AT al•. •..Il .•.t r H lead /l•s a.3 sNlw3 eN rr .nr Add A. .I tN rr/NWr•e. M.ltPt 1•.N W 1•wl11tl• o. sll ilw• wtu/.100 A -•w. "Yt INY/A-aLr wll N rNMTOO.& AIq IN. /.•.. Pr1rt. rt •PI . IrtIM NYu. •Y. 10. Ow. little• Nu. e t w11 wt N w1rN .1Y •..1 t/M .f Milo r Y11.1. W l.. N-lr 1•.I. Nr rl1 N-. -w MLN N w AP. -I rr•lPH-N -rr •/ w 1•tur. r•Il.r•. .-r-. •A-. wt I.C.s.O. tt.41(.11.. 1.,11 .•A-(1 e.r.rreN.... Iowa it N 12. 1480 E.S. EVALUATION REPORT N0. 503A -7-20-M m'� ••!7.20-joffl Sun � FOX ENGINEERING .: "A � a JAMx7 w. rOx. STRUCTURAL QNOIN[ak 330• nueur I so. eeme33. CALIFOONIA 00340 y. • ral... PA LATTICE- TYPE L1.11D 20 830 P. SE WIND SPEED- 70 890 MP.H ALL&A-LAMCE PAT10 CO, f� a+1 VALLEY ALf/MM/M COAIPAJVY w- L1P►C sr (6021 273-6224 ,dem-192RT 4 a l2 Nta1 _ KK. C u r I 2.0 p a I 14 GAL SIL X 8 c CHANNEL SEE .. _ .. SEELTZKNESSES 8.0• ' NSERT ASTMAX - G•g• FOR SO TABI£S .1 FOR THICKFESSES TABLES TABl_ .. FOR USE AS RARER. 3004-H3G 3004-N3G • ALUMINUM - ALUMINUM BEAM/ HEADER W/CHANNEL Ir mr F RAFTER r NOTE: wI , ra. siltor �rvrtwn•sr..a rtt. - - FOA SIZE a NO OF FASTENERS IA. B. Sr mc oast...s( co■.cular netts. - SEE CONNECTION TABLE FOR THE PARTICULAR • - PATIO COVER OR Pop= STAl1CIUE SELECTED _ -. 2 7/8 ' eor , ran slit of sr( fmallleer(. otert, I - OWTH& u( cost 845( coercTlo■ rues. THIL f { Ir --+I A2 ALUA ALLOT GOGI-TG . -•--3'% 2• 53e'x 2• AatIA A-44G,FY•40KSI- -E E31D.OFFASTENE . - A.B' SEE CONNECTION TAB FUR TIE AWTLUTAR PATIO CC ROOF SML CTURE SELECTED - FOSE BASE BRACKET'/ STEEL POST BASE FLANGE BRACKET/ AWM. . FOV kE SND, OF FASTENERS /A.fl� • • I�•%II2'X.,OGj'( L• 3' 1\ SEE CO/mLECTDN TABLE FDR TNE- E PARTICULAR MTD COVER OR ROOF _ 0003 -TG AL'U1l OR 112: STRUCTURE SELECTED. « ; &0-M3GALUN . n /•(2 --B S.M.S.A. SIDE -- 14• I / '•IF• O P.m.t r, -,�1 - , i• •. . . w. 3O -� .. - '_�:•.-- i + LSTEEL ,yxr4.' - X.3/i'x0'4•-xAaG � R..OS EA. SIDE (2 -TOTAL) STEEL POST - If + R V2 SQ. LATTICE, -TYPE FOR LATTICE -0 s' AL. SI) tT.2 I a1a- uR0Ts:C.INIMUM EA.SIOE2� . - *IA811XA 2 S.M.S )ORRppFfD-TrFE,9117 REFER N MST/ FTERlTYP1 BASE ODNI T719 -E FOR THE TYPE lF3:0.5. - A�, _ 212' STRUCIU(E SEI rt•rtn - 04 - 024 -3' SQ. POST 3-«- .024• 0.75' RAFTER .032' TTR _. 'L-.SIOEPLATT: . It RARER I ' 3004- H 3G EA. SIDE - - - - V1Bl.E FOR THE POST BASE ALUMINUM 'I' . _ AO UMINUMG • - - TAY REFER1A ip STRUCTURE _ SELECTED. POST W/SIDEPLATES ' : 3 1112 SQ LATTICE 4 LATTICE TO RAFTER CONN: 5 DBL: ANGLE R7ST BASE CONDI 6 r - Ir. -A B•x 042' WMN5ERT. v �_ G Ill• YX 8'X 442•MFTFA. 1LZ• 2lt• HEADER IBEAM / 121 - $'RAFTER RAFTER (d 24'O.C. c - '}� • . V2•/ M.fl' EA ANGLE 2a' 0. C. wr WASHER BRIE - I V2' `1 .-IF.OR D WASHER. • V • I12': SEEABLE SHT2 -,,-J -3X3 A 51IGXO-3' .040• GOG)-TG ALUMI%EA SIDE OF RAFTER M .040• 3004-H3GALUM.TYP TYP LSI TOTAL, AUA4 AL LOYIAJL NOTED IN DETAILS ALUM PLEASE: �" BE �CEMERUNEA63.7G OR .. • 004 .N3G1/2'1(ma EDGEBEAM/HEAOER' " 'ALUN: ALLOY• - GOG7-TG OR TYp E• t.FASTE NER,PERL.L.• 10'3001E-H3G DETAIL 131-518•/M8.-�L.L. 20 S30 i i 31-112-FNfl211z1• ! 6 •RAFTER SX B'x.04z' 4 2 HEADER IBEAM3 X 114 ANGLE, EA. WICINNNCL INSERT . I sox Q �T. aSEE VARIOUS DETAILS8 RAFTER ]5�x 2I/2 NOTES • W•2 LIS'OR 17AB'FOR G V2'MFTER SI 3':0. POST REFER TOSHT. 10FQi USEOFYms cow !W-3V8'OR27/8FORB' RAFTER. NOT REF USE OF THIS COMA BRACKET-/ • RAFTER /To '.BM/HCRL -(9) ANGLE CONDI B RA TERMEADERBEAM 10 'U' BRACKET - GENERAL 00 DDL.ANGLE CCtW.CJHEAOERIFOS7 , 12 3'56 OOL11Al � V l2H�i124 `�Fr�• RAFTER POST SIZE Ix3nG'STL �MSTBASE a'B SHT.n TIT eee r.m re AS.T Y.A3 alG � - _ l..,l •i41X - ♦ -- ( LAI GRACE 20' I 1PQW='�' WI( 1/4-. M.B. 5'wN RAFTER ' w e' TkSl ew-" RAFTER \ I BRACKETW12-*14 9 I Ij IL/IG'/fIOQ, , \ a BEAM/ HEADER euc 7p BEAM & 4-4D{ Elm �T _ I SO 58T.10 FOK ASSl718LT (2)-l10 SNS EA LEG i TD RAFTER, 12•LON•IKSTlUCTIOK /0m MOOD SNLI` OEPTN Y4•Ax$'LANGTOBEAM,ID-!DBMS SEETABII; 2• .BOLT111Ql1PGST_SaL■S: EA -LEG 7D RAFTER• 24• WUIIMUY SEED fl i0 24' MAXIMUM BRACKET cMINIMUM SNLII G' eDNMUNIt L4ryi4`�.� M�`�,`:!/EUX�9-GAlJS01 \x, 2►20%3'W000 SCRttiVS LLL 20B faR E N10OFFA , TTT E T T 30BSF. A1OWlDEXPt75lAF5IOOC AB.• CO[MFihokTAgEA /•ZWI I � r�r t: X 4•/ .. \ 211-414 X 23(4' VAM SCREWS ALL 'OR Fc FOR � STRUCTPARTURE � FOR SIZE It No. OF FASTENERS., A,fls - - RG.'. SIZE � - - `• \ SEE CONNECTION TABLE RJR THE r - ,1 5� TAN cc IG• x 9• BP. ' FR DESIGN LOADS. .STE, foe INc[ a nvruaires.te our[. HW�JLAR PAID COVER OR ROOF t BASE PLATE DMENSIOI ' ut .oro To e[u Coe1¢CTIa. reals. - STRUCTURE SELECTED. - USE FDFi FREESTANDING ONLY - WELL COMPACED SOT) ,�.- WALL CONNECTION 13 RAFTER TO BEAM/HEADER CONK 14 RAFTER TO BEAM/ HEADER CONN. 15 EMULUDED POST Q G POST TD SAFETY SfA<E - 17 TO ABESCO ANCHOR yi8 4F14 SLS _ BEAM SPLICE SVLL OCCUR _ - v 4 SCREWS OIRECTL•OVER i 21 SMC 11 PER SIDE i POST NOF PETmfTTEDe'2- ; THRU BOLTSI' ]• _ % PLASTIC - RUG ST LIN1T - - •• • �(• SIDE Q., o4G• PER WHERE S(T)EW teat ( E 1'SQ POST L !+���• /� tP ST S" IL�SHL�i REFER TO MST BASE INSIDE. - 5 �' _. A74'NSERT. B, FOOTNG /' / 1 L CORM. ABLE FOR THE STEEL MST - I I •5• I s•-'� • - - . TYPE 'of SCLEC STRUCTUREis _ . - I 7• p I 2�'� I TLn- or .• S'SM x'024 POST I .. q - ^_ I - SEE AT L1ETAll ..I 7�t 4'X SI�I(d-3• - I I �. +� is, g•• I YE FASTENER /A.a I FOR NOT yIOwN I h4 SMS EA 510E BMOt4 IPC EA. SIOE12-TOTAL) - T�� I MO HEIGHT4T - 7' 2 ve FOR ROOFED•TYPE, , S .-_ t5' - TABLES THE / PER. B • . I '•,_ • SHEET. G _ . I { • . 2�- COVER OR ROOF 1 I - ' O I 2 14 S►LS EASIOE . GLl RARER(SIDEPLATE) I 4-11408 G'■14 D� GSCREWS _ STRUCTURE SELECTED 112.YIN. I0' pEiA1L 7O 0RO5NT. 11 1 EACH SIDE ` SM -S, EA. SIDE I / �'y .PER SIDE 212•' ' 14'YW 4L2'R176(SIDE RATE - • ' � ' ' u 1 0 � ■ II Z • r - 3•SQ.MST BETWEEN I I - '"EA: SIOE SDE PLATES•14SITS EA SIDE TOP, I 3.50 LOST BETWEEN DE 2• ` SPLATES D•MEIGHTBeBOT.. I ..:. t •• •, NOTE, - NI II - 'os SEEF.6TD I.Ii a TAB( FOR . FDR 612E b[QCF - -' AG2'R35• - .. THE FAIIRCULAR PATIO COVER Aa', SEE W4ELT1M11)1BLE' . « - - , - .a EA. SDE) �A�L�.UK - - ON ICOF STRUCTUR[ SOECTEA .FOR TUE MRICIXAR MTD - - IA)'6 WLT5 °LAY 8E USED i _ N10Y r[� - TG _ COVER OR R70FSTRUCT7E .'1 ,.• - AS ALTERNATE TOm14SYS ' �' - 'I ti��I,t'. �YSQ.STEELCALMM. ISA 4 SEES 'a••.1+•'� SELECTED.r TRIES FOASIZE �'•[s BEAM[ HEADER 1D POST CONN 20 BEAM/ HEADER 1D POST OONN'' 21 EAM/HEADER TD P06f C,CNN, -.(22)1 POST TO FOOTING CONN. 23 ST TO SLAB CONN POST 64SE FLANGE QR�Ci�T/ALL�VI.. 9 EVALUATION TI _ s • 20 -02 Drs K.K. tHANGEa SHE r 7 TO a •••(o •••� rum. _ •s. OOh�ONETS�LROETAIL �tN 24 EVALUATION NOTED f O X ENGINEERING ,;Io 11a= _LINA-LATTfCEA1Ti0 COYER REPORT NQ : K.K. - `JAH[e M: FOX. 8TRUCTURAL ENO)NEEIt • - - /� a 5038�J+ / LATTICE TYPE PATIO h' w4• rumour■ mm_ �ori[■r, uurouu tu•4 ' MANY t =- KFUF S r EaFc x (6D2J27B 6214 110112 .neer 40' 5' LGG' 25•62- I THICItNEss W TAEL'C�SMtGOF ISEE PIU • . I .5� J7r 175• E 25• U9' R'TTR I I II 1 _. __._. .. .:._. 24.0•_ -.-- SEE SIR. 10 I= AWZMLT IormcTIo[S ran 11000 Sa[Mf. sits SST. 10 rax ASSEKUT INSTROCTION MM VOOD XIST. WALL SCMMB. MR FASTENER SIZE S SPACING. SEE SCHEDULE 10 SHTaCFQ -t 61-410 S" CQUALT SPACED E3 J^ 010 S.M.& TNRU PANEL LOCKS b AT EA CONTACT I e24W- VAMG. 12 or 12. ,-- - -CL 0 10 SMS. IP EA. CONTACT. . EXSL EAVE OVEANANG SEE SCHEQQq SNL Q OF 12 93EED PAIL MATERIAL- 3004-N36 ALIA[NUM CONTINUOUS OCCURSI FER OETNL \ RAIL , O SIR. 12 6063 -TG ALUM. 24" ROOF PANEL I "J" RAIL ATTACHMENT 5 EXISTING EAVE ATTACJ-MENT 6 1132• 21i IL25• I• 208' OSi .025'R J24 J04 FULL • D25 R It2S• 3•.81 4 rte• 28 1,j, • .OS 208 JGG FULL R .050!.1J04 )�71• FULL R II 13, •' 45• �• 332' 1625• ` J2S'-I LATERIAL 1 3004 - H 36 ALUMINUM OF 12 • 12"X 3" W PANEL (2 ) 70' f.5' • ! R•J41' R•.117• 1 (135'1 I ; t IJS'1 R •.117' •g• t 180' ) R. 117• ' U2 R• .141' (11 ) ,I THICKNESSSEE FRNEL ( 45') J,g• IN TABLE. I 5HT G OF 12 1125: ! I I I �•� 3a 1 • ' !•51 Ja' 2.0' I.YI.J' 2_.°'_il S� M11TERIOL: 3004- N 3G ALUMINUM 12' X 31/2' W PANEL G" X 2' FLAT PANEL 5036 Ste. FASTERS DIRECTLY• ATO wAuffASC'B,SEE\ 3.562• .0G2• •`'�• `{`• OETAIL So Oa GU �- 1.208• i lOG2' i I 2x 3.737' +' \ .OIfiX- .OIO'RxD10'DEEP 2• 4237' • 2J:25' �• I 1250' • ! v'JD• EASCO ALUM. -kw- 62".! w- ! I I I LD. l 31 t I r-- D10'R XIIO�EEP _ 1{. -_ .0G2 R 3• EAST Allxi DG2t21 423Y (21 -DSO• .6251 I4 ( 31 I. REF. I L25• I ILI �- .05CI I r_ 9 A2V 6�z5• 1- - - Ow ) a LI__ -+4--I - �90 X 010 O P Glx I - ! LSOO .oto• x 50.OR .117• R .IJo' J L.'yp•E I:�--i I .124'R.130• / .I I 3g J� I I - 3•R-1.500 t 21 I�� / L500 �`A.� t\ -_ `90•x010'DP 1 . j' EXPOSED SURFACE --' ,a :) --EXPOSED SURFACE --J u7s I z.000• .0101DEEPx 90'- j .DID- DEEP x.90- REF. (TYRI-EXPOSED SURFACED --J •C• HANGER ITYP1 3 'G"HANGER°`S°`O` 2'J•RAIL •J• RAIL 3 �J• RAIL a' H LAGER 8 RAIL ' PROFILES ALUMINUM ALLOY 6063 -TG �•�f' HPOST BEA1A SRiD: 91 ALL OCCl1R RAKL'ER GAIL rASTQIiDt TO rASCIA. 'MALL.(STUD,MASONRT O[ COKC.)Ig a sCREWS P05T wi P°�IER►SAH 11WERAOR z- t1l sYsAr x cP£RSMX WT 8 WIND M sIKP508AIS16' O.C. CONCRETE 1� PLASTIC PLUGDESIGN L.L.• L.L. L.L.• L.L.. L.L.- L. L.L.. L.L.. L.L.. •Z 10 20 30 ,0 20 30 10 20 30 5' s. �• WHOM SPEW IS ON70 C N N J J K 3.5' INSIDE. 0 N N J J K7•1 0 C NH 0 I 110 D C .•15• a p DESCRIPTION DES xA-1 4 0 x 1 1 2 ! O.C. r-7.76.0 z 2 1/2.6 16'O.C. B-3/8'0 z 1 1/2. 6 16. O.C. G-7/16•0 z 2 1/212•04C. C-3/8.0 x l 1/2' 6 12' O.C. B- 3/8'0'z 2 1/2' 6 12'O.C. 4-Ai4 OR G-414 „oD-7/16'Ox 1 1/2. 6 12' O.C. J- 1/4'0 x 1 1/8' / 16"A.B.• SILS EA. SIDE I PER SIDE G IZ'RAFTER(SIDE E-3/8'0 z 2 1/2' 6 16.'.O.C. K- 1/4.0 x 1 1/8' 1 12'A.B.• arLTI IAB - 2 G12 WTER(SIDEPLATE) EACH SIDE 1012 SAVE' EA. SIDE I i [x s x0 aArTla 3'SO.POST BETWEEN RArrE2 SIZE SPACINGOVERHANG •145).LL EA SIDE TOP i 31%SCBE BE wEN SIDE FLATE5 I x - 14•_S• . HEIGNTBe90T. I ROLL D• WD•- 1� I I I I KOr® 24'O.C. }ri\� r ]'.1 i 6'rOLL OR 24' O.C. 2'-0' 1T' -S' 7 A••=' 2 x e'Kor�D 2':x e• rats 24• b:c. 2110' 2I'-1- >� 3 BEAM/ HEADER TO POST CONN: 8 BEAM /HEADER TD POST CONK 9 lo' �� Will *TAIL' 18• Miax RAFTER •TAIL! " �• . . RAFTER 'TAIL' 25 OFPOST FACEOi3'S4(DST OVENIw+G A ,+•, WRONG, MAIL OLERHANG 24 1' 1-0• 21010 SYS EA. SIDE (4 -TW �r� o • 10 SM.S. AT 9210C.Lis' • w w � 214110 SYS EA.30E. 440TAL ar b SMS I e 12• oL RaW RAN I �• 1 � ROOF PANEL' 11 q S.LLS. 12.O.G (� 4• G 1t2' G V2' G• T PAN 4. G --� I r IIpp EE L - i �- g 12? (�iOTALSIOE I IV.UM. EIRAOET X J 410 SMS TOP S WMM 12 -TOTAL) SLE FASCIA a LBDA w x of / G Vt•X 2'x me RWIER CG 11; X� i I ♦ D x V2 SMS TCP S BOTTOM 1 2- TOTAL ) 8 12 L-_t10X VLSYSTOPSemmw SIR12 S(Q.L(ORAED 4 RAFTER "TAIL' AT SIDES I I RAFTER'TAIL' AT FRONT RAFfER`TAIL'1M/6'X2'FLJ�►T "EL 13 7.1292 015.1 KJI. CHANGEOSLAT.061012 "'� "'�`N"�"• COMPONENTS BDETAIL ALLMA-LATMEP1gW COWR FOX ENGINEERING „aa®�," CCW FOR: /gym/ �.ss+•rnar �rorED • _- JAM[/ M. 100x. STRUCTURAL [NOIN[[R VA_t•/_FY ALL/MNUM COMPANY """" na34ur4 u. oo�ur. CA.ur4nla 9034" ROOFED N�-RIQIO1[ tare =► 1602 (184"4 12 OF 12