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9804-037 (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..rClass ,� Exp. Date / v f., n ,/Date 4 /r„f/ .1P Signature of Cont" t,k 6 9 ! �• OWNER -BUILDER DECLARATION ~�....� I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) .I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business& Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) I have and will maintain workers' compensation insurance, as required by 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. COLM-N EAGLE, NW C, 10301,700 1 (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those pro lu sions. r' t'Date: !/r / Applicant jF 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. r 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not, commenced within 180 days from date of issuance of.such permit, or,cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby -.authorize representatives of this City to enter upon tWabove-mentioned property for inspection purposes. Signature (Owner/Agent). fA Dated.-t�r BUILDINGPERMIT PERMIT# - CONTROL DATE VALUATION LOT TRACT 7 O Z 1 4/ $/ �15St.€$t� t....- �� JOB SITE ADDRESS i,'4 15 VM VICN ��E�llNA APN 4- it O o -) IOWNER CONTRACTOR / DESIGNER / ENGINEER NAM ;�{7k�,iF;� iSiR' .1.0''%11ARfUNIS tom:'. 4191.15 VEA VENTANA 833A'S MAIN STV '07 USE OF PERMIT �'.F`►.'1 aft s�i. 1wi21:E E :t+iZ:t'i at AXTICE :f ikT1.0 ±tet VIR-1 0i" DO #50+b} 41 61,. ►w+,.eCi s Ap� p 6 1998 r� C)ITY im YVIRWr .ME S''EMOURV PLAN t::'t ECK'FE (11qJ?4aT_r"y1T10N r, _17�,, 101-000-413-M F LR QUINTA l 5UB•'?'MA1,(',0N'S'TkLt -1jta. &ND1'LAN(,.'€SCI,. $,61.55 LESS PRZ­PA,10FEL 'ES APE t''ef4DdV'' b:r RECEIPT DATE BY X' DATE FINALED INSPECTOR INSPECTION RECORD y ' OPERATION DATE INSPECTOR BUILDING APPROVALS Set Backs Forms & Footings Slab Grade Steel Roof Deck O.K. to Wrap Framing Insulation Fireplace P.L. Fireplace T.O. Party Wall Insulation Party Wall Firewall Exterior Lath _ nnlwail _ Int I nth OPERATION DATE INSPECTOR MECHANICAL APPROVALS Underground Ducts Ducts Return Air Combustion Air Exhaust Fans F.A.U. Compressor Vents Grills Fans & Controls Condensate Lines COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring ~ Low Voltage Wiring Fixtures Main Service Sub Panels Exteric,°Receptacles G.F.I. Smoke Detectors Temp. 6se of Power t Final Final BLOCKWALL APPROVALS POOLS - SPAS Steel , Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring ~ Low Voltage Wiring Fixtures Main Service Sub Panels Exteric,°Receptacles G.F.I. Smoke Detectors Temp. 6se of Power t 7 •t37�3 wtlo,41 s f' • F- � ice" �.N r��� t y — _ S � � • i• .? r, 'C i Zi 3 .rS .. '(� •' _ t . !_ f. "> � yya _ > r I ` �-: w ' f*.c.�... 3 _ . j ' i f `� • �i - ., S ; r' j r�, L.. '. f.. yi .+,' t i{ i %�'a `, " _ : j , L � � - ` j f - e: � '�t".. l:•�+• -� - _ F ? • "� -.i{r - .i...f + f Tom--, �. i '•`•3 'al' . �+ � S d •' �r I �Z�'"'' .:. 'y. �;t '�SY'h yI ]i.< ., 'i' `�" . 4 - � J''jl .,.a `tet y :4 t .. • .n . '•.�. r tl+Lt' ,r i �'�#'�� 4- ^"•+ Amt _ a i , _� � �N i` �`j•,r �� * t �. } � 2. � •� � � • ',� ! ri- iii -� r y� ♦ ;o :• �f` M .t �.�•,»t, r-"i :�:.'f. � ,•`��'s, .' 1� ' ''• 1 �. t �i ; _ _ _ ; L �z�CCii G- -i � • _ „f,.�z � .r � 7' ap. ��e Y _x � v� ,i�F`+7 a.. - tTj v�J; / ,s ` ••. �' t' - • S `� �: •- '1a �,. .� �.k''ss - !`:"�' +�..t^. ►.�'-i" t.1v � � I'y.li ti.' 1. T " •.;;�'.•. - i-�. I T_ I'v, r ,•_ .•+r ' -•s t"S- `,: f ' f {�- + t':' .3 ''F� f l ` T ' + _ - : n U � _ -"L j • , .-�. *uhf' • '}I� � ,•7,�. ;�,{�' _�- ILI eoLL CAP eW �: '� A r ► G. 4 _.t - '�' � _moi y .,� w :' �. s i ,• . .. _.. . � . ty i' �` - �� �. --Kt- rty*• r'. ► ' � ; . �• '•a' - 7 : +• � � r .r,',� tt T ?j"'-�_�fi�:� " �"�. � i � k .s�' � �:�,.R � �+ ^k jw � L� �• ,�. j . s,-�'z•}` , 1��, • y �, a' _` s.. _ � ` , , sem. . 1 T I ,, 1 � � � TY I•.1 1 i, _ y � .. �' - _� 3. � s _ =«c'' i�tt t( }�. :r � v+_r �,,,•+! ,� e•-� '•:t ,..� ,.x.r •..ik j : Lr � � r•• Tri.;� tom' :l``�s Tyyr,�,j��y►.� ��" n•�"i0. � .z_. (EXISTING RESIDENCE POST HEIGHT -'�F CL IX 0 IT " J - 1 NOTE: NO CRACKS WITHIN 2=6' OF POSTS SMALL BE PERMITTED. POST SHALL BE SET BACK A MINIMUM OF 4' FROM EDGE OF .SLAB. • �____...__ ' • Ifnr 1oH, "'L TABU A Fa[ - SEE TABLES SIZE b MIN. NO Oi �iUK MINIMUM LENGTH OF LATTICE - AtB FOR SI PATIO CUTER SEE TABLE A , AND S G. I -'` / MINIMUM NUMBER OF POSTS. POST, SEE / C CRDSS-SECTION 1312 TMCK COMIC J BELOW 6. �.}- .. SLAB/ OPTgNAL np►^ 1 I - i S E TKeIE - I II tL4 I I J �L"- y�yr PdS \f. Y _ Rpt : [MIs Dv[R LATTICE -TYPE srvuctuR[ pn Not e[ [Ya05[D. FOOTING WHERE OCCURS, SEE TABLE A - ,. - OPEN LATTICE -TYPE PATIO CODER 20'-0' MAXIMUM -+_ SCALE: ...PROJECTION .� _.. __. : _ 1 4: 4'MAX. - ' .OVERHANG - J .2( ATTACHED LATTICE PATIO COVERS (WIND SPEED = 70 8 90MPR) TABLE A Q MAXIMUM POST SPACING 8 FOOTING SIZE WIND = 10/15 PSF UPLIFT • 10/15 PSF BEAM /H R PROJECTION RAFTER 3' X So X .042' BEAM/ HEADER 3' X Be X.042'+ CHANNEL INSERT BEAM/HEADER ® 21 INCLUDES 24'MAXIMUUDES SIZE POST FOOTING MINIMUM NUMBER OF POSTS POST FOOTING MINIMUM NUMBER CFRZTS POST CONION OVERHANG 240O.C. SPACINGv SIZE POST TYPE To POSTTYPE SPACING SIZE _ TyPE TyFE NO OF SCREWS POST HEIGHT -'�F CL IX 0 IT " J - 1 NOTE: NO CRACKS WITHIN 2=6' OF POSTS SMALL BE PERMITTED. POST SHALL BE SET BACK A MINIMUM OF 4' FROM EDGE OF .SLAB. • �____...__ ' • Ifnr 1oH, "'L TABU A Fa[ - SEE TABLES SIZE b MIN. NO Oi �iUK MINIMUM LENGTH OF LATTICE - AtB FOR SI PATIO CUTER SEE TABLE A , AND S G. I -'` / MINIMUM NUMBER OF POSTS. POST, SEE / C CRDSS-SECTION 1312 TMCK COMIC J BELOW 6. �.}- .. SLAB/ OPTgNAL np►^ 1 I - i S E TKeIE - I II tL4 I I J �L"- y�yr PdS \f. Y _ Rpt : [MIs Dv[R LATTICE -TYPE srvuctuR[ pn Not e[ [Ya05[D. FOOTING WHERE OCCURS, SEE TABLE A - ,. - OPEN LATTICE -TYPE PATIO CODER 20'-0' MAXIMUM -+_ SCALE: ...PROJECTION .� _.. __. : _ 1 4: 4'MAX. - ' .OVERHANG - J .2( FASTENER / ANCHOR BOLT CONNECTION TABLE C vv©©o0L'i�ILi]�i�®©©av©©voE�E ®©©aao®aam (+; y a N IT. J Q o N µAn I tx 12 mo©©oao©©©m I I i 1, TO RAFTER gm©©®ov©©©® I TO BEAM ' SHT, 11 LATTICE I , N171 9.0' n 10-0 ( M II - RAFTER / I B I2'IZ-O' BEAM /MEAGER a -1 B' D" J 14'- 00 21 MAX. POST HEIGHT EXISTING SHT. 11 POST WISIDEPLATES I 19 22 20 22 20 25=10' 26 1 30 25- 3' 26 30 24-7' 2 7 30 24'-2' 27 31 23'-7' 27----31 sm"uma©©vom ..o s I2 e2 2' X 61/2' RAFTER THICKNESS 8, SPACING •TABLE B FASTENER / ANCHOR BOLT CONNECTION TABLE C vv©©o0L'i�ILi]�i�®©©av©©voE�E ®©©aao®aam w RAFTER TO BEAM CONNECTION J BEAM TO POST CONNECTION µAn I tx 12 mo©©oao©©©m WIND SPEEDtMN1PHjWIND SPEED=9OMPH�I WINDSPEED=70 MPH.1 WIND SPEED =90MP.H. 9'-0 .024' .024' -024" TO RAFTER gm©©®ov©©©® I TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. 10'-0' 024' .024' .024.' , mo®®aav©©®m 14NT.11 IS SMT Il (21-810 SM.S. EA. LEG 14 -TOTAL) (2)-010SM.S. RAFTER OF (4 -TOTAL) 121•MIO S.N.S (21-TEq SM.S. EA.LEG EA. LEG ( 4 -TOTAL) (4 -TOTAL) 4)-010 SMS(21-410 SA4S EA.S DIE OF RAFTER (4 -TOTAL ) (21-RIOSx EA.LEG18 14 -TOTAL) (4WD 10 SMS 3s©©oa©©©©m i Z-0' 024' 024' 032" ��0�©cavo©©©gym 0_ m���m©©ooa©oo��m®©®000©000® N 14-0' .032' .032 d .032' ' 15=0' 032 • 032 .040' sm"uma©©vom ..o s I2 e2 2' X 61/2' RAFTER THICKNESS 8, SPACING •TABLE B FASTENER / ANCHOR BOLT CONNECTION TABLE C vv©©o0L'i�ILi]�i�®©©av©©voE�E ®©©aao®aam w RAFTER TO BEAM CONNECTION J BEAM TO POST CONNECTION µAn I tx 12 mo©©oao©©©m WIND SPEEDtMN1PHjWIND SPEED=9OMPH�I WINDSPEED=70 MPH.1 WIND SPEED =90MP.H. 9'-0 .024' .024' -024" TO RAFTER gm©©®ov©©©® I TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. 10'-0' 024' .024' .024.' , mo®®aav©©®m 14NT.11 IS SMT Il (21-810 SM.S. EA. LEG 14 -TOTAL) (2)-010SM.S. RAFTER OF (4 -TOTAL) 121•MIO S.N.S (21-TEq SM.S. EA.LEG EA. LEG ( 4 -TOTAL) (4 -TOTAL) 4)-010 SMS(21-410 SA4S EA.S DIE OF RAFTER (4 -TOTAL ) (21-RIOSx EA.LEG18 14 -TOTAL) (4WD 10 SMS 3s©©oa©©©©m i Z-0' 024' 024' 032" : - 0_ m���m©©ooa©oo��m®©®000©000® N 14-0' .032' .032 d .032' ' 15=0' 032 • 032 .040' u�llr���© ..o s I2 e2 2' X 61/2' RAFTER THICKNESS 8, SPACING •TABLE B FASTENER / ANCHOR BOLT CONNECTION TABLE C vv©©o0L'i�ILi]�i�®©©av©©voE�E PROJECTION 18' O.C. 20" O.C. 22' O.C. w RAFTER TO BEAM CONNECTION J BEAM TO POST CONNECTION µAn I tx 12 .024' .024' 024" WIND SPEEDtMN1PHjWIND SPEED=9OMPH�I WINDSPEED=70 MPH.1 WIND SPEED =90MP.H. 9'-0 .024' .024' -024" TO RAFTER I TO BEAM 10 RAFTER I TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. 10'-0' 024' .024' .024.' , I' ON .024' .024 " .024' 14NT.11 IS SMT Il (21-810 SM.S. EA. LEG 14 -TOTAL) (2)-010SM.S. RAFTER OF (4 -TOTAL) 121•MIO S.N.S (21-TEq SM.S. EA.LEG EA. LEG ( 4 -TOTAL) (4 -TOTAL) 4)-010 SMS(21-410 SA4S EA.S DIE OF RAFTER (4 -TOTAL ) (21-RIOSx EA.LEG18 14 -TOTAL) (4WD 10 SMS u i Z-0' 024' 024' 032" : - 0_ m���m©©ooa©oo��m®©®000©000® N 14-0' .032' .032 d .032' ' 15=0' 032 • 032 .040' RESIDENCE N 3"SO X.024'AT SLAB b • WSO.X 0444 FOOTING. r MST TYPE, PLATES, TOL - P O'S"T'O sHTn(D-8' 3'z'TH(cK CONC. SLAB, OPTIONAL 22 � �24LI - - SHTII - POSTS MAY "ATTACNEO ' TO COMIC. SLAB SAFETY - STAKE, ASESCO EARTH .. ,. ANCHOR, OR CCINC. FOOTWG. ..o s I2 e2 2' X 61/2' RAFTER THICKNESS 8, SPACING •TABLE B FASTENER / ANCHOR BOLT CONNECTION TABLE C ~ PROJECTION 18' O.C. 20" O.C. 22' O.C. w RAFTER TO BEAM CONNECTION J BEAM TO POST CONNECTION µAn I tx 12 .024' .024' 024" WIND SPEEDtMN1PHjWIND SPEED=9OMPH�I WINDSPEED=70 MPH.1 WIND SPEED =90MP.H. 9'-0 .024' .024' -024" TO RAFTER I TO BEAM 10 RAFTER I TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. 10'-0' 024' .024' .024.' , I' ON .024' .024 " .024' 14NT.11 IS SMT Il (21-810 SM.S. EA. LEG 14 -TOTAL) (2)-010SM.S. RAFTER OF (4 -TOTAL) 121•MIO S.N.S (21-TEq SM.S. EA.LEG EA. LEG ( 4 -TOTAL) (4 -TOTAL) 4)-010 SMS(21-410 SA4S EA.S DIE OF RAFTER (4 -TOTAL ) (21-RIOSx EA.LEG18 14 -TOTAL) (4WD 10 SMS u i Z-0' 024' 024' 032" : - 0_ 13-0' .032' .032' 032" N 14-0' .032' .032 d .032' ' 15=0' 032 • 032 .040' Z_.S�... LE: GENERAL NOTES AND SPECIFICATIONS' 1. alu.lnu. assign ... of nss.. arm a.r the the O.lfor. Nullding Code end the leer •ditto oon•truetlon 2. alternate •lu.lnu. allows .•t b• ,tstlt,. Icer lama ' they • npl.NnO .Itn Me Alutlnv. moss! or greater Yield and uItl"t• tw.ngtha. ]. All cc rote shell lure • .1,1a 20 my cespressb• sty QLh of 2.000 p. o. l.nConvole •Ice .n.IE hss. I .Ini-. thickness and .bell be In bed end! tion. •. Ell Ioet 1101 ens! bur Tiro. natural un-dl•Wrb•d .ell or t111•d fill. Doalgn r AT .oil Durinp pnssur• . 1:0 .000 p.l.f. S. All steel •..Dare .hall" hot-d1I 9.Iss.lssd or eI.c1r Pl.t;d and con FIT' to A.S.I. A. A -A . Gnd• C. e. Alu.lnu. hsNnArs .11 b. J02. -TA, All othar feet ners shall be poi onl ssd •b•1 ceomlue pl.bd. All Dolts •nail confer. to , A. S. E.A. A-0OF d he.o eto,d.,d cut .let. ..•nor.. Nola• fof Dolts T. [boll be boll aster plum 1hil- sslw.. .Poneloo be Mall be Klltl K.ik eolte NET II carbon steel o .Dual Por 1.0. e.0: E.N.R.. .627. All boll. .hall her. A .Lnt-. . bet• - dg. distance of a bolt at...bn. one Y. Leen Inetalletlon on.11 bssr An !dont!if ing lel 01.9-9 the ni- .nd .Garbe• of the ......clur.r.. d•.Ipn loado .n0 n Ios.011lty• .. AEI Items per l.lnln9 le each perticul.c lnet•ll.11on onell bo elrcl•d. l.•.. prel•[t . pest spacing. foetl19 detail. etc. 10. Open !.ills. wtlo corm. .1.11 not be -1 ad .Ith A., type of calla .whsle!. and lha dul9n !beds haw only b••n •Ppll.o to Ne nanentel pr-iscted •r•. Of tha lattice. rafter.. booms. etc, per I.C.e.O. for crl1la.t.r 11. 1 data!! refssssess. sse Snsst II e/ 12 - POST •TYPES 3.50. POST ♦ (2) - ex 1.1/2' X.024' W1 (8 )-M 14 SMS. © 3' SO. POST. (21 - 2'. 6 1/2' X 432•w1(8)-414 SMS. © 3 -SQ POST. (21 2' X r. 1/2' x024' W/1121 -•w SMS. 3'SOL X 432W1 12) 4 SMS. - ROl[[ POS "PES11 ENO IN 1R[ U TOR SLS COYO7TIOR. •OE51 TTO[Ss[ �S USED TOR !00.1.0 CONOr .. . J16=0' 032' 040' 040' POST BASE CONNECTION J WIND SPEED•70MPH WIND SPEED. 90MP.H WWINDSPEED•70MPH. WIND SPEED- 90MPH . '- N SLAB ON FTG. ON SLAB ON FTG. ON SLAB ION FTG. ON SLAB ON FTG. 21-410SMS (2) -412 SMS (2)-412 SMS 2)-M 14 SMS 2Wr 10 SMS 2)•912 SMS. OR TEKS OR TEKS OR TEKS OR TEKS OR TEKS.EA. OR TEKS EACH .024' .024" .024 ' O EA.SIDE OF EA.SIDE OF EA.SIDE OF EA. SIDE OF I7 SIDEOFPOST. SIDE OF POST. 23 POST 4 -TOT POST (4 •TOT) POST (4 -TOT I POSTE (49DT.) S 1 4 -TOT I (4 -TOT.) 9'-0'. .02411 .024' .024" t /2' t U: IO -0' .024' .024" .032° & 1) - we, X 1)-3A3tix2 U-Wax2� E(4BFD-MICHOR O GALV WlrsAl d. GALV-NSQ VT 2 v2�MBE0• MEED EMBED. A BOLT x�bv 1g w.5-ETL v x wSTL.fN.V a I1 -O'. .032' .032' .0'32 SMT. II ANCHOR BOLT I�LT WASHER FLT SHT. II WASHER PLT. / 0 12'-0' A32' .032 " .032' (2)-410 SALS. 2)-412 SAG 121-[112 SMS. (2)-# M SALs In 'A 13'-0' D32 " .032 " .040" OR TEKS OR TEKS OR TEKS. OR TEKS.' EA. SIDE OF EA. SIDE OF EA. SI DE OF EA. SIDE OF .J 14'-0' •040 •040" .040U POST� 4 TOT) TOST (4-TOT.1 POST l4 -TOT.) MST (4 -TOT.) b E t t J .24 2)-14 (2• (21-3 x2It 121-�ILx212' EMBED ANC EMBED ANC EMBED- �• SMT.II BOLTWI l'SQx BOLT WI I'SO.W BBipx�T WI rSO. BOLT WI 1'50.- s V4`9L. GALE I/4"STL.GALV. V4-STL.GALV. 1/4"STL.GALV WAS TER FM WASHER A.T. WASHER PLT WASHER PLT. ^war eA,.I. PAT ....;,/. QQ 9C�8, 0. COOCP�r[ SI AB. SAFETY STAY[ OR AB[SCO ANCHOR.. 2. PO POST iYV[5 111 RYO LSL .SY BI OSLO A��r�.{(1ONCRC r' sL RB, SAf[FI ST AAC OR ABC -CO ANC POST TYPIS L,l AMO I 1 SMALL B[ US[0 , AT FOOTINGS. SC[ POST TE SCMEOULL..I 15 59111. A a 1. TOIAL ' ""U. NUAB[P 0! (f)1�0 $:117 CTAL SCREWS PER POST r0 all. COMM TION F0A 0[FA I LS V aN0 21 [` 0 LSC• �/ 1, ._ r tC.BO. E.S. VALUATION REPORT NO 5030 ..o s I2 e2 ssFTtY, m•YRR FOX ENG 1 N E E R I N G nX llrr•Ls JAMEB M. POI(• •TRUCTURAL ENOINEER 8960 T4L44RA/N AN. DOWA4Y. CALIFORNIA 00240 .,AADIS.FOOT.sm.1. ATTAC PATIO DOVER W/ 24' MAX.O.H. L.L.•10120 a 30 PSF. WIND SPEED • 70 90 MGH AUA1/ LAT7/CEPA O COVER FAs mr. Br) VALLEY ALUA}1NUA1 COMPANY M. tlNt N sT. 7602/278-6221 ,P. n9z I�zsT _...NOTED µAn I tx 12 Am•�- K.K r -l'X(0I/E-8.3x THICKNESS & ;IOIECTION 1 11 A'• n' 11'- 0" a 12' - 0" O 13-0' 14'-0' J .0. J D32" . .032 .032' .040 040' .040 .(W.. .040 '-3" 11'- O" 2-X 6112'X.024• 6-9" 10=0' 25 ATTACHED LATTICE PATIO COVERS (WIND SPEED= 100 8.110 MPH.) TABLE A PROJECTION 4 MAXIMUM POST SPACING a FOOTING SIZE WIND a 19 / 23 P.S.E UPLIFT 19 /23 PS. F. BEAM HEADER 33 33 G - 3 2 TO INCLUDES RAFTER 3" X 8" X .042" BEAM / HEADER 3' X 8' X .042'+ CHANNEL INSERT BEAM HEADER 12'-0" 27x6112032' SIZE POST FOOTING MINIMUM NUMBER OF POSTS POST FOOTING. MINIMUM NUMBER OF POSTS POST CONNFLTI( 24 MAXIMUM 240•C. SPACING SIZE POST TYPE 11 POST TYPE SPACING SIZE POST TYPE pOgTTYPE - NO. OF SCREWS OVERHANG OVERHANG 31 SLne1 oN FOCIn 100 MPN. 110 MAH 12 2 3 4 1 12 13 4 ON SLAB ONFaolt ()OMpH,IIOMpH 12 2 13 14 1 2 13 1 4 IOO MP.H. 110 M.PI• IO'- 0" 27x GU2'xo24' G-3• 10'-4' 25 25 Go 3 3 2 7 4 1 4 2 Go' -3" 23'-11' 32 32 6 - I 3 2 .7 - 412 5 / / 12 -l'X(0I/E-8.3x THICKNESS & ;IOIECTION 1 11 A'• n' 11'- 0" a 12' - 0" O 13-0' 14'-0' J .0. J D32" . .032 .032' .040 040' .040 .(W.. .040 '-3" 11'- O" 2-X 6112'X.024• 6-9" 10=0' 25 25 6 4 3 2 8 4 4 3 5-9" 25-1" 33 33 G - 3 2 8- 4 13 7 13 / / II 10'.0- 12'-0" 27x6112032' S-5' 9'-8' 25 25 7 4 4 2 8 4 4 31 5'-5' 22=3" 33 33 7- 4 2 8- 41 3 8/ 12 8/ 2 x61/2 x032 IZ'- 0" z"X612'xo3z' 6-1' 9'4' 25 25 7 4 4 3 9 5 5 3 5'-1" 21'-7' 33 33 7- 4 3 9- 5 1 3 8/ 12 / I 4'-9 14'-0' 2'Xr.112*X.032 4'-9• 9'-I" 2G 26 18 4 4 3 9 5 5 3 4-9" 20'-11' 34 34 8- 4 3 9- 51 3 18/ 1 15'-0' Oxrm'x o4o' 4'-G' 8'-10• 26 26 8 4 14 1 3 10 5 5 13 4'-G' 20'-4-1 34 34 8 1 - 4 3 10 - 5 -5 / - / - U: IG' -0" 2'x6112'x.040' 4'-3' 9--7' 2G 2G 9 515 3 10 6 5 13 4'-3' 19=9' 34 34 9 1 - 5 3 10 - 5 -8 / _ 9 0 17'- 0" z'xG1/rx.o4o 4'-0" 8''4• 2G 2G 9 5 1 5 3 II 6 G 14 4=0' 19'-3' 35 35 19 1 - 5 9 II - 6 - / - 8 / - I '-0' 3x8'(.042' 3'-10" 8'-1" 26 2G 9 5 5 3 II G G 4 3'-10" 18'-9' 35 35 9 -1 5 3 11 - G - 8 /7-9 / - ' 19'-0" SIC 8k .042• 3'- 8" 7'-11' 27 27' 10 5 5 3 12 G 6 4 3L 8" 18'-4' 35 35 10 - 5 3 12 - 6 - B -J 20'-0" 3X8'x.o42' 5-G" 7'-9" 27 27 10 G5 3 12 7 7 4 3'" 6 17'11' 35 35 10 - 5 3 12 - 7 J 8' 0" 2 x61/2 X024 7'-3' 10'-4' 23 23 5 3 3 2 G 3 3 2 7'-3" 22'-7" 30 30 5- 3 2 G- 3 2 8/ 12 8/ 9' - 0' z x6112 x.024 G'-0' 10-0" 24 24 6 3 3 2 7 4 4 2 G'-8' 21'-8' 30 30 G- 3 2 7- 4 2 8/12 8-4 1J: l0'- 0• 2 xG1/2X.024 G'-3' G''8' 24 24 6 3 3 2 7 4 4 2 6L 3' 20 0" 31 31 6 - 3 2 7 - 4 2 8 / 12 / 12 4 11'_ 0" 2 x6IIP x.024 5'-9' '38' 25 25 6 4 3 2 8 4 4 3 5' 9" 20'-1' 31 31 G- 3 2 8- 4 3 / 19 8/ 12 O • 0• 2XF.U2 X.032 5-5' 9'-4' 25 25 7 4 3 2 8 4 4 3 5'-5" 19L5" 32 32 7 - 4 2 8- 4 3 / 12 CQ 13- 0" 2K6112X.032 6- IS '0' 25 25 7 4 1 4 3 9 5 5 31 5-1 18'-9" 32 32 7 - 4 3 9 - 5 3 / / 14'- 0' 2xcinX032 4'-9 8'-9' 25 25 8 4 4 3 9 5 5 3 4'-9' 18-3" 32 32 8- 4 3 9- 5 8/ / J 15-01 axGl2x.o4o 4'-G' 8%G' 2G 2G 8 4 4 3 10 5' S 3 4'-6 17'8" 32 32 8 - 4 3 10 - 5 4FE 16'- 0' 2 xcu2 x.040 4' 3' g- 3' 2G 26 9 5 5 3 10 G 5 3 4'- 3' 17' 3" 33 33 9 - 5 3 10 - 5 -l'X(0I/E-8.3x THICKNESS & ;IOIECTION 1 11 A'• n' 11'- 0" a 12' - 0" O 13-0' 14'-0' J .0. J D32" . .032 .032' .040 040' .040 .(W.. .040 '-3" 8'-0' 2XGU2x.024 7=3' 1 5'0' 22 1 22 15 313 3 2 6 3 3 I 9' - 0' 2 xcu2X.024 G=8" 8'-8 23 23 Go 3 3 2 7 4 4 2" 10'.0- 2XG12x.032 G'2' 8'-4' 23 23 G 3 3 2 7 4 4 9' T0 --gr 2xG112x.032 5'-9' 8'-0' 23 23 6 4 3 2 8 4 4 p 12' - 0' 2 x61/2 x032 5=4 7- 9' 23 23 7 4 3 2 8 4 4 M 13'- 0" 2XGI12x040 5'-0' 7'-G' 24 24 7 4 4 3 9 5 5 J 14'- 0" 2 x61/2 x040 4'-9 7'-3• 24 24 8 4 4 3 9 5 5 J -l'X(0I/E-8.3x THICKNESS & ;IOIECTION 1 11 A'• n' 11'- 0" a 12' - 0" O 13-0' 14'-0' J .0. J D32" . .032 .032' .040 040' .040 .(W.. .040 '-3" 18'-9'1 28 28 1 51 3 1 3 21GI 21G WIND SPE ED•IOOM.P 3 3 2 8/ -8 18'-0' 29 29 6 313 .032" .032" 2 7 4 4 (21-! I{ S)AS. wilP2•x 1/e' LEG. l4 -TA WASHER OTAL /. 2" 17'4 29 29 Go 3 3 2 7 4 4 2 / 9' T0 --gr 29 29 6 4 3 2 8 4 4 3 / 4" 16' -IS 30 30 7 4 4 2 8 4 4 3 / -0" 15'-7' 30 30 7- 4 3 9 5 3 8/ -8' 15,11 30 30 8- 4 3 9- 5 3 8/ TABLE B FASTENER / ANCHOR BOLT CONNECTION TAECIE C 22' O.C. j r woM RAFTER TO BEAM CONNECTION _j t!S BEAM TO POST CONNECTJW -024' WIND SPE ED•IOOM.P WIND SPEED-IIOMP.H. WIND SPEED • IOOWR 61ND SPEED •IIOM.PH. 024" RAFTER TO BEAM TO RAFTER TO BEAM ON SLAB qWfTG. ON SLAB ON FTG. ON SLAB .032" .032" 14 SKI. 11 (21- • 10 SMS EA. LEG (4 TOTALI (21.4 14 S,M.S. W/1 V2•X US' LEG. i4.7= (21-010 SITS. EACH LEG (4-TOTALI (21-! I{ S)AS. wilP2•x 1/e' LEG. l4 -TA WASHER OTAL 12)-412 SM. OR TEKS EA. SIDE OF POST 14 -707.1 11-318 X 212 -EMBED, w/ ,1I BOLT I7 r ri IB 91L 11 ,Q3211 21 I O2 3'%8'x.040' ( 3kg xA40 W/INSERT SEE /IfLSERT, SSE &T SE TE 415 .040 15 $HT.II 121-tp $MS. EA9DE of RAFTER 1 4 T/1TA1 1 (4)-4 2 SMS. wI l 18'x f5p WASHER, EA. 121-M 14 SMS. EA.9DE OF RAFTER Is -TrtTAI 1 (41-412 SM. wl IAS•%1.54. WASHER, .040" J 0 DIE ... - / 's: l 1 / - CENCA.L Not[$ SMO 50tCIrlCATI0MS1 wl• 1. Ale•I..ne• design end •tr••••• • • ear tn• tat••t •dItl on or the Unlfor. 'm Aellding Code and the eget dill"n e1 the Ale.lm,. Ce..treetl.n ]. th"•l. ey at, . i,t,I suer• ••1 be •.ba taad for lhoea .hall. Drorleor 1Ml ere raglal.r•d .len the AIwMe1 toot tet ton ane nw• aewl or gl.aar Il•ld end ultlea t• .enngtn•, S. SII one red• •MI1 new • •Inlw• 7N d•1 <o.0readw at r•np lh of 2,000 0...1. Contrat• .1.0 .hall rove 2E .lnl.w thiCA-11 and he 11 be In good .......en. •. All l •hell 04-11 on /ll., e•rinl Sn.eltar1.0 loll •r S. ni.elf led Illi. Oealgn ..rtlest soil Dearing pnuer• +.goo t.S.r. l at••1 ••seer• .h.LI 0• net-el0 gal.anlr•e er .l.ctreol •t•0 end --�- e. Aenrer. to A. s.1.A. A•..e, G ad• C. - t.."- real .hall be 2024- T., ail the /girl r. shall at.enlud steel 01 cadalr• Silted. All bolt• anal on cror. to 11.3.1.11. A-]7 and n... standard cat 01ot• ,,.•nen. vol.. for bolt. 1. Fn4- b• bolt dl.eal.r oil, 1/1ee .•.Lae. .o.n•len bola .hall be Nlltl ■ria Nolte Ile II <.rben . wl a .eeQ 0•r LC.". C.A.No. .621. all belt• .neat he.a . .1l. l.0. don... • µ(NCI•, id,. datanc• of 6 belt di Sol e. Each Installation hall beer an ldentl/Ilea tag glaing the n.ea and �•+:: seen•• oI ll.• ean�hetenr, aeslyyn lead• Ina •nclea.bllltr. N. All Ilus wrt•1n1.g to .cn p•rtic"ter Inaallet Ion •Mal b. c/rcld. - j L"r^'•"� Ila., 0roleet, .eat ...,Ing, reeling 0•l.11. ate. f0. 00•n latlln 0atto color •hal not be 4-.eloe•d Nlh anI tIO. e1 sIT'S a„ i eatol.l, end one dl•lp, lose. Mre'eNr bean •VSll.d le then r o al " 'A:: ,+ Prel•el•a .r.• er the tettl... r•. to a• ell.., ate. der I C.O.C. ter' ' 11. Far it detail references. See Shoat II If 12 4g, i.•t1''V LG6Q E.S.��;r EVALUATION REPORT NO. 5038 WIND SPEED 1001APH. WIND GEED IIOMPj "'�'A•��•'• WINDSPEED IOOMF WIND SPEED 110 MPH. 'rTr[s (jT sib (]A IIIc Usc :1011. COIOItNet. 06f1'TTO[N.t7) 'Ae0': 4A[ US[0 r0Il r00TIMG: cool N. - ON SLAB ON FTG SLAB ON FTG. 2 ON SLAB ON FTG. ON SLAB ON FTG. O T. 11 l z)-425MS OR TEKS. EA SIDE OF POST( 4- 1p'P1c V2'EFtBEO. A ORrBOLT' 12)-412 SM. OR TEKS EA. SIDE OF POST 14 -707.1 11-318 X 212 -EMBED, w/ ,1I BOLT I7 r ri IB 91L 11 12)-412 SM. OR TEKS• EA. SIDE OF PONT l{ - TOTAL( GA 1/f W% so GALM Lt SO WASHER Al. 12)-4 12 OR TEKS. EA. SIDE OF ({-TOTAL( caw:w r WSTL GKV WASHER R.T. POST NPES p 3'sa POST t (z) - 2'X.6.1/2• X .024' WI (9I-# 14 SMS. . ID Y tOL. POSSTt(2)-2'x61/2" X.032" WI (8)-e l4 • SMS. © 3' SQ POST f (2) 2�X;4.1/2' X024 W/(12)-414 )SMS: N 9) POST+(2) - 2'X G 1/2' X.O32'WI(12)-AI4 SATS. 8 O SM 11 21-4 WS.ALs. OR TEKS Edi . SIOC a POST ( 4 - TOTAL) B (2)-518 IX 4 ENg�A BO i W/ 114 STI. GALV. WASHER PLL (2 -4614S PPPpPPPR TE pKSp. �EA,�. ypE lT0 A 1 { TM 1 6 (2) -SIB -X 4 ENS LAW -MCA BOLT WI II{ STL. GALV. WASHER 0.T, © W.11 LL' 2)-SrW "B'4 2F"I x B' CONC. EMBED, ABP L.LaIO 2)-sre 4Me`� 21-3W'A x 8' CONIC EMBED. A. Et... L.L.•20 30 21-12"OM. B. 21-314'•%B' CONGFJtz A.B. L.L• 2) (2)-Sx,ox B' A 9 EMBED, TABLE FOOTNOTES: P BT ON CON ATE SLAB, SAFETY STAKE OR ABESCO ANCHOR. 4.FOR %B x Q4p BEAN Wll L1SE 41FOR L.L. IO PSF, IG' MAX. PEDJE ION' _, 0051 TYPEStt9J, AN0 L3PI MAY BE USED Aj ..CRE[�SL IIB. SAFETr USE 4 FOR T?. ?2D! 2 EOR LL�-=�3p0 P. S. F,§.AX. PRDJECTION; 4 f& S1AK[ OR ABCaCO AN[HQA. DOST TYOES IZ.I AMO CAS SHALL 8E USED L.L.- RS.f. 14' MAX. CTIONS AIp pET/1L l�il W1121-SIB'A M.B.CN AT FOOTINGS. SEE OOST�TYOE SCHEDULE, HIS S T.. TO BEAM HEADER 4 POST. �l 1. TOTAL KINIAUN NUNBER OF LJO SHEEI-EIETAL SCAEWS PER POST TO BEAR S.FOR 3*XB'W4O'8EAM WIINSERTLISE DETAIL G SHEET It FOR FbSTBVSEOCM. CONNECTION FOR DETAILS 2 ANO 21 B DETAIL 12 , SHEET II FOR POSTI BEAM HE CONI DIE ... - / 's: l 1 / - CENCA.L Not[$ SMO 50tCIrlCATI0MS1 wl• 1. Ale•I..ne• design end •tr••••• • • ear tn• tat••t •dItl on or the Unlfor. 'm Aellding Code and the eget dill"n e1 the Ale.lm,. Ce..treetl.n ]. th"•l. ey at, . i,t,I suer• ••1 be •.ba taad for lhoea .hall. Drorleor 1Ml ere raglal.r•d .len the AIwMe1 toot tet ton ane nw• aewl or gl.aar Il•ld end ultlea t• .enngtn•, S. SII one red• •MI1 new • •Inlw• 7N d•1 <o.0readw at r•np lh of 2,000 0...1. Contrat• .1.0 .hall rove 2E .lnl.w thiCA-11 and he 11 be In good .......en. •. All l •hell 04-11 on /ll., e•rinl Sn.eltar1.0 loll •r S. ni.elf led Illi. Oealgn ..rtlest soil Dearing pnuer• +.goo t.S.r. l at••1 ••seer• .h.LI 0• net-el0 gal.anlr•e er .l.ctreol •t•0 end --�- e. Aenrer. to A. s.1.A. A•..e, G ad• C. - t.."- real .hall be 2024- T., ail the /girl r. shall at.enlud steel 01 cadalr• Silted. All bolt• anal on cror. to 11.3.1.11. A-]7 and n... standard cat 01ot• ,,.•nen. vol.. for bolt. 1. Fn4- b• bolt dl.eal.r oil, 1/1ee .•.Lae. .o.n•len bola .hall be Nlltl ■ria Nolte Ile II <.rben . wl a .eeQ 0•r LC.". C.A.No. .621. all belt• .neat he.a . .1l. l.0. don... • µ(NCI•, id,. datanc• of 6 belt di Sol e. Each Installation hall beer an ldentl/Ilea tag glaing the n.ea and �•+:: seen•• oI ll.• ean�hetenr, aeslyyn lead• Ina •nclea.bllltr. N. All Ilus wrt•1n1.g to .cn p•rtic"ter Inaallet Ion •Mal b. c/rcld. - j L"r^'•"� Ila., 0roleet, .eat ...,Ing, reeling 0•l.11. ate. f0. 00•n latlln 0atto color •hal not be 4-.eloe•d Nlh anI tIO. e1 sIT'S a„ i eatol.l, end one dl•lp, lose. Mre'eNr bean •VSll.d le then r o al " 'A:: ,+ Prel•el•a .r.• er the tettl... r•. to a• ell.., ate. der I C.O.C. ter' ' 11. Far it detail references. See Shoat II If 12 4g, i.•t1''V LG6Q E.S.��;r EVALUATION REPORT NO. 5038 FOX ENGINEERING rNc Sq No -a[. JAMES M. FOX. STRUCTURAL LNOINLLR $060 T4Lw41AIlN No. •owner, CAAIPONIOA Ilease "'�'A•��•'• ATIICHED,LATTICE TYPE PATIO COVER wr2a`MAx. o.H. L.L.•p, 20 830 P.SF. WIND SPEED- 1008110 MP H. ALUMA-LATTICEPATIO COVER as Ass en VALLEY ALUMINUM COMPANY 7602 I LINCOLN Si. 160212)8-622{ AM WA AgfY)Q �ae42 -1re2 ` - 2 oc 12 NHNn d.NDTE .._-Kx. D G►' ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED - 70 6 90 M.PH.) TABLE A t:- GoNCNETE.SLA1 4911ST3101 on sin) e� CONEISILT sullpouws M■ FOOOK. a \ a�✓ECT [. CONCRETE aAN OOa Not (lift ANC Ly MAXIMUM POST SPACING 8 FOOTING SIZE,WIND = b/15,UPLIFT= IO /15 F 4fi/M bry No SLu WILL At CONf7RUCTEa• As VMS Z r 'moo ;o ub of THIS INSTALLATION.• z 3 X 86 X .042' BEAM /HEADER WITH CHANNEL INSERT W F Ory 0 '4•rRr S. Dost flu z '- CJ p of` Dos - (E+R c tt:) I. so..:0os pw N o w FOOTING SIZE a o 6M . (A P ao. a :iii• W W i CCR � t7 W F- tA y4X OPR p x o v Mea O r Z MAXIMUM POS HEIGHT 8 SIZE = 1A tn�`~J °Icq T � < N � �m g Q MAXIMUM POST HEIGHT = V-7' MAXIMUM POST HEIGHT = I1'- 0� M g Z PNt �'" z .E Qx WIND = 70 M.P.H. WIND 90 MPH WIND = 7O MPH WIND = MPH. w v a ` No SLAB w, SLAB' NO SLAB w! SLAB No SLAB w! SLAB No B wl SLAB m tSIN- 17'--$' 1 S7 Be 12-8' S'-0' 16' -II' 2- zI 118''x2'1112'6'saxs 18ox2'- ')24'5aK '118°x2=2 1) `8'saxlel 22=6'1' A �T Q 2V-2' 3 X X.03G4 15'-2" 6-0 15'-G' 24"sax1818'sax18' IBbK210' 2'-G`SQxii4 19 x2' "'12'IVsaxig(I x2=6 SEE BEAM Jgo2'C s o 24-9" 3'X X.042' 17'-9' 7-0' 12=5' 2' -mol 16' x2'211 Z9'xix igbK2' 2'-gsaxle IB`• •4'11 3-Os__`i Ig`X2'8'I, TO POST CONNECTION -j TABLE 8'-7'9 11-0" MAX. J 1E ,POST HEIGHT 14'-8' 3'X 8'X .030' 10' -Ge" -E4-- 15'-G' 2 -(sax 0xF10 '' 2'4so•xldl' Ig 2L2'1i 50Xw' I$ x2' 1'1 1i1 BELOW. SEE DETAIL 1(2'-Gp 50x18.' 16'°512=4 4 SHTII J BEAM/HEADER , a: 17'-7' 3'X 8'X .036" 12'-7 14'-2 2'•2samr 18'x, 2' 2'•65axre'1'16'x 2- 2=454x1 ' 1 z2'21i12.8saxE+' 18'x112.4' ' 05-111 ( CoKVAe"1 SEE TABLE A FOR SIZE, �' \ fyN O 20'-7' 3 X 8`X .042' 14-9" I I' d" 2'4saxle' 18"x 2' 11 -8 xldl 24.1') 2'Gsnxl I x2'2'1' IOsnxem 6• ' M N POST SPACING RG SIZE �U1 h - WEa OPTIONAL d MIN. No: OF /POSTS N'E IL J SEETABLESA&BPO57 SEE �- SthUiS� J FOR SIZE. SPACING BELOW 'SECTION vosE�►'e� • FASTENER CONNECTION TABLE RAFTER TO BE CONNECTION W WIND. SPEED -70 M.P.H. WIND SPEED • M.PH. WIND SPEED - 100 M. P. HWIND SPEED 110 MPH NOTE: J pos��t►e` p TO RAFTER TO BEAM TO RAFTER 10 BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM NO CRACKS WITHIN121-010 S.Y.S. EACH LEG (21.4IO 511.5. W1llI2'x V6' (21.010 SMS EA. L (21-412 SM.S WI I112'x 1 121-412 SA[.S EA. LEG 121 -0 12 S IAS EA.LEG 121-012 S.AIS. EA. LEG 121-4t 12 SIRS EA LEG 2=G"OF POSTS SHALL w ® 14 -TOTAL I VAASH.R.1 EA. LEG 14.7 L1 YNSHEA R.T. EA.IEG. 14-TOTALI W11112•x 3"x1/4'W�SH. 14 -TOTAL( wf11/2'X 3'711141VASH QT • t THIS OPEN unI[[•r.D[ 51NpC IDR[ A.r .0r BE [.uo3[D. 14 -TOTAL I 14 -TOTAL) ( 4 -TOTAL I I 4-70TAL I BE PERMITTED POST ._4-.[ SHALL BE SETBACK 121-010 S.M.S. t21- OSM.S. (41-42 SN.S. 14)-M 12 SM5 (2)-s 12 SM.S. C41-412 S.M.5. A MINIMUM OF 4' 15 {ACM SIDE OF RARER 101• fl 10 SMS• EACH DE OF RAFTER. 141.4 12 S-M.S EA. SIDE OF RAFTER FROM EDGE OF SLAB - • 14 -TDTAL) 1 4 -TOTAL 1. EA. SIDE OF RAFTER 1 4 •TOTAL 1 EA. SIDE OF RARER OPEN LATTICE TYPE PATIO COVER SHT• I I 1 4 - TOTAL) 14 -TOTAL 1 - PROJECTION • . r - r - _ 7rNAapa,�( BE tl AmN,bmm .......... t .opnn[ p...cr. b o .. an tonal _ N. POST TYPES'• 13 LATTICE 40 OF RAFTS SPAN _J - BEAM TO POST CONNECTION 51ri. 11 MILK OV RHAN Q.3'SQ POSTr(21-2'X 61/2' �: ,WIND SPEED = 70 MPH. WIND SPEED = 90 MPH. WIND SPEED- TOO M.F H. - WIND SPEED -110 M.PH. lk X .024' W I (8)-# 14 SMS. LU ^ o LIVE LOAN 0 LIVE LOAD - 30 LIVE'IDAD "-2D LIVE LOAD - 30 LIVE LOAD= 20 LIVE LOAD= 30 LIVE .LOAD • 20 LIVE LOAD =30 RAFTER Q 3' SQ• POST (2) - 2' K 6 1/2' . X .032 N' W / 18)-* 14 • SIMS. EXISTBEAM /HEADER r © 3' SQ POST + (2) 2''X i61/21 V ` 0 ® 2❑ - ® - RESIDENCE _ X O 24' W/ (12)-014 SATS: 1 121-518'�M.B. TO BM - g ni(SQ POST+121 - 2'X 61/2'' 22 - - _ _ 121 Sle'0 ME. TO BEAM - sin 11 $ +(.032'WI(121=N14 S.AlS. 121-3abMB.To Poli (2) 3)4*0M BTO POST .' SQUARE STEEL POST. a 1 - 3 . FOR SIZES OF 3 SQ. POSTS SEE ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED =,100 a 110 M.P H. ) TABLE B ' o FOOTNOTES ABOVE. sHT•n ' ,do MAXIMUM POST SPACING 9 FOOTING SIZE, WIND, 19/23 PS.F UPLIFT • 30 PS.E ¢ LAI _ t f w a ` a . 1' 3" X 8" X ,042" BEAM / HEADER WITH CHANNEL INSERT .o z . 31/2'iHx:K CON[. Slee, ] w w a 0:1+1 - w O OPTIONAL w?. 3 m H o �, FOOTING SIZE = i 2 , 1 I 1 Ir to Lal z MAXIMUM POST HEIGHT 9 SIZE w l L L J e a F aaZZ a MAXIMUM POST HEIGHT. 8'-7" MAXIMUM POST HEIGHT° 11'0* Q z U_ a g[n WIND - IOOM.P-H. WIND - 110 MPH. WIND- 100 M.PH. WIND -110 M. m R o ND SLAB 2 W/ SLAB .' NO SLAB I W/ SLAB NO SLAB I W/ SLAB NO SLAB WI SLAB tl v 17'' 3'X TTX 030' 12'-8' 5-0" IG' -I I' 2'-8'Sax le'(I) le'x x 2'4•(1' z1�Snx B. 18•/ xz-G• z'-1ISax19' 14 ° x 2-a 1 3'•1'sa.xle' le"o X2'.10* 'm 21'-2" 3"X8'X03G" 15'-2' G'-0 15'-G" z+175ax®•I(1Ie•RxY-G•' Y•o'saxEi1z11e'ox2:B'(1a=Psaxle'1z)1t/xxzol 5'•35ouB'!allssxa'.o•t, CROSS-SECTION N 24'-9' 3'X8X042' 17'-9 7'-0' 12'-5' 3'-0'SaxIB(2)1e•rXze•(23tM.XlB'121BDx21a•t 3'- xles 11erxxY-o'1) 1'•5'sn.xl� ilro xv-2-13, SEE BEAM - 3 TO POST J CONNECTION TABLE A60k. UL_ 14'=:8 3'X 8'X 030' IO' -6 T -2--T5' =6 z'G'sax19•("IBS'x2'-4.111 2':e'SaXl8'(' l8'0Xz-4'111 2'-9Sox 184'1 ler0X2:G'"I 2'-u"5axe'I%awx2t8-II) G[.[.IR Mous no SOECUICATI0N3: - VJ 0 17'-7" 3'X8"X036' 12'-7' S'-0' 14'-2 BSaX1ef11larxr-G"Inz'•losa.XW(1 IBVX 2=e•(nz'-115ax1e'a I��x2'e' (n s'-I�ax1e•QIIR'Dxz=10"tzl I,,,- •n........... D.r tn. 1•t••t •ditto. or the unlf.r. 1-,1ding cod. .w rel`.dulon or .1-.,n". conar-ctlon 5; 20'-7 3XWX042 14'-9" 5'-10 i l'-4 2'lo3nxle•( 1e•Nzz'- <L Y-O'SaezIBf211ey'x2=a, i2i 3'-I'Saxlt,i2l f'-3nsax(8'(213'-3• ax1e42 ld�x 3'•°'(21 pale 7. Alternate "1u-Inu. ellors may be •ueatltut•d for thele .ho -n, pre.td.d th•r .r• nplennd .It. the .1u.lnu• A.aoclatlon and have •A V.1 0 rn•ar meld and .ltla•ta .ar•ngane. S. All a .•t• •halt n .Int.". 06 ear eo.oreut...enngtn or ,000 J o..A. Concrete .leo .hall ha.e 3 1• .1n1... th,cln... and .h or In . ITT' •. ill Moot l�p.n .hell Dear an rlr., .•lural un-dletur a •011 or t....a 1111. 0.. ^pn vert lc•1 .oil D•ar Ing pr...ur 1,000 D. S.f. a S. All •(eel a Dar• • all D. hot-d/D p.l.anlrae a act........ and - *_�_ DoltoC.`.1-1.. (..ran... .hell De 70:4-74. All et f..l•n•r• .hall Dei.lor tall..°lend. .11 Olt. .hall c.nr... t•.Ahohe.••lane. rd e -t Dl. ...nen. hot•. for Dolt.W.ltdt......PI7. [.pension Dolt• chill D• MISS Kai.D•r I.G.6.0. [.A.Ne. .6[7. .11 D t. •.MTI hen • •ini-u.11. [•ch installation .hell sea n le.ntlrrinr tar gl.,ng the na.a aneEO °NOTE•dare..h•.•n-liner. 'a..1gn lose• ane •nue..eu,a• - � �P - so�• a. All Ito.• per telling t• cn D•rticuler Inst., latlen malt De EIEC lade ,et• \ f``S` . J 1.•., proleet. Desi clog, Il lotg d•tall. ate. ti f)r f'yJ' ,e un a • 10. .Deli latl/ce peal corer .hell not Da •neloaa0 .lth .n7 tTOa o/ .olid unriel. ane tn• deelOn load• liar• nit Dun Poll.. to the herrenlal Orol.ctea •r.• or tn. 1•ttl t.. carter•. Deus. etc. per I.C.N.O. ,,, for II d•tatl r.leruc.., dee Shea 11 of 12 -; / �(• [_�' I� i,.,•••••.,iO•- IBCA E.S. EVALUATION REPORT NO. 5038 . _ 7•z2.ez IO.1s KX. CHANGEDSHT• 2 TO 3 stm FOX ENGINEERING "' 10° JAMES M. FOX• STRUCTURAL ENGINEER 1010 TELEGRAPH No. 04-NWr. CALIFORNIA 90240 a..o . �. `• • ATTACHED LATTICE - TYPE RgTI000VER WIMAX O.H. LL.•20 830 P. S.E WIND SPEED •70990 M.PH. AL(AWA-LA CE PATIO COVER (As SFa erl Y6LLEY ALUMINUM COMPANY w. ulrt w Si. (6021Z78-6224 OF 17121. NOTED _,--„K.K Ca 1,00 �pt�tcc �CrGttt zd 00s ytN��JJ L (AQT10E"111 SEE DETNL X11 a 1 3 M.M. IG' 111 I II 1 1RAFTER, 1111 FEE TABLE 1 jI iI � SPACING (312 THICK DNC. SLAB (� OPTIONAL \L I 1 � C"AG 1• POSE NOTE i NO CRACKS WITHIN BE PERMITTED. POST poPOSTS SHALL BE 001[, THIS tty LATTICE -TYPE STRUCTURE Ml 114! BE ENCLOSED. PER SMALL BE SET BACK A MINIMUM OF 4' FROM EDGE OF OPEN LATTICE -TYPE PATIO COVER SLAB. MA%. PROJECTION - MAX. SINGLE SPAN PER TABLE A. B ,1 C MAX. O.M. NOTE : FOR BEAN TO POST CONNECTION, SEE TABLE E• FOR RAFTER TO BEAN ("LATTICE - I CONNECTION, SEE TABLE F. n-nnhn -7.1, T U I ; L__, \� ronCQ cGrT1nEJ CIArl C CDAAI -. MAX_PROJECTION LATTICE Ir I MAX. O.M. RAFTER SPAN + RAFTER SPAN SEE G N'L MULTI•SPAN I WLTI-SPAN NOTE s 10 I 3'2'THICK ODW_ SLAB, OPTIONAL Ad I I L1 I L-_�-J CROSS SECTION, MULTI SPAN LC.BO E.S. EVALUATION REPORT NO. FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED To 70 a 90 M.PH.) TABLE A MAXIMUM POST SPACING AND. FOOTING SIZE 3" X 8" X .042" HEADER / BEAM 3" X 8' X •042" W/ INSERT HEADER / BEAM a= FOOTING SIZE FOOTING SIZE 515 5 1.9 MAXIMUM POST HEIGHT = 8'-7" MAXIMUM POST HEIGHT = II' -0' L)' MAXIMUM POST HEIGHT = 8'-7-' MAXIMUM POST HEIGHT = I1'-0" r3 ¢Nu 70 MPH 90 MPH 70 MPH 5OMPH 245 70 MPH 90MPH 70MPH 9OMPH gRw /SLAB I NO SLAB W/SLAB NO SLAB W/SLABINC) SLAB W/SLAB NO SLAB -M WI SLAB NO SLAB W/SLAB NO SLAB W/ SLAB NO SLAB WISLAB INO SLAB LIVE LOAD 10=P.SF. I3 5'-0" 14'-6' 19 X 24'01 28'50.x Ob I8'Ox 2e"u1 33SQ xle"m 31'-11'' 19/ X32'(2) 3G'SQ.Xle12 le°x 36'(3) 41' SQxl91 O'IT 13'-3' 18.1X 242) 2G'SQ.XI 11 18'•x 2gr10 30"SQ-X18(1) 30'-10 18"1X 3eQ 3VSQ•Xtga I x 3G't3) 41"SQX IB(y - T-0' 12'-3' 18'PX 24'(13 26'SD-x18(-)le'/X 26 U) 30 XX181.1 29'-q Ig'0X 32" 3VSQx IB•x 16" 40"SQx1e IB"1X MAXIMUM RAFTER RAFTER SIZE ( AT 244 O.C.I 2 X 6 V2 X .024 2 X' G V2 X.032 2 X G I/2 X.040 3 X 8 X.042' 24"111 26'SQ.xI , 18y'x 26 p1 29"5dx 18(0 • . 25 8 IB' x 30'4 fi I� 24'111 25 SQ x 18(,118'1X 2G" til 295dX I (11 24-3' 18'• x 30"1z,7 33'SQx18f2 IB 34%3) 37'So%1817 --� flu x z FES -2' I8"1 x 30'11 • a: SAH_ 22-2 18'° X 30 1 32'50:%18(1 IBVX 32 t4L 36"SQ X18(4) -� till b 21'-3 18 • x 28"11 34 THICK COW. SLAB i. co; 20V 5" 18"X x 28'111 31' SQ.X 8;1 W0 X 32'(4) 35' SQ X1841 ---- OPTIONAL 1_ -7.1, T U I ; L__, \� ronCQ cGrT1nEJ CIArl C CDAAI -. MAX_PROJECTION LATTICE Ir I MAX. O.M. RAFTER SPAN + RAFTER SPAN SEE G N'L MULTI•SPAN I WLTI-SPAN NOTE s 10 I 3'2'THICK ODW_ SLAB, OPTIONAL Ad I I L1 I L-_�-J CROSS SECTION, MULTI SPAN LC.BO E.S. EVALUATION REPORT NO. FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED To 70 a 90 M.PH.) TABLE A MAXIMUM POST SPACING AND. FOOTING SIZE 3" X 8" X .042" HEADER / BEAM 3" X 8' X •042" W/ INSERT HEADER / BEAM a= FOOTING SIZE FOOTING SIZE 515 5 1.9 MAXIMUM POST HEIGHT = 8'-7" MAXIMUM POST HEIGHT = II' -0' L)' MAXIMUM POST HEIGHT = 8'-7-' MAXIMUM POST HEIGHT = I1'-0" r3 ¢Nu 70 MPH 90 MPH 70 MPH 5OMPH 245 70 MPH 90MPH 70MPH 9OMPH gRw /SLAB I NO SLAB W/SLAB NO SLAB W/SLABINC) SLAB W/SLAB NO SLAB -M WI SLAB NO SLAB W/SLAB NO SLAB W/ SLAB NO SLAB WISLAB INO SLAB LIVE LOAD 10=P.SF. I3 5'-0" 14'-6' 19 X 24'01 28'50.x Ob I8'Ox 2e"u1 33SQ xle"m 31'-11'' 19/ X32'(2) 3G'SQ.Xle12 le°x 36'(3) 41' SQxl91 O'IT 13'-3' 18.1X 242) 2G'SQ.XI 11 18'•x 2gr10 30"SQ-X18(1) 30'-10 18"1X 3eQ 3VSQ•Xtga I x 3G't3) 41"SQX IB(y - T-0' 12'-3' 18'PX 24'(13 26'SD-x18(-)le'/X 26 U) 30 XX181.1 29'-q Ig'0X 32" 3VSQx IB•x 16" 40"SQx1e IB"1X MAXIMUM RAFTER RAFTER SIZE ( AT 244 O.C.I 2 X 6 V2 X .024 2 X' G V2 X.032 2 X G I/2 X.040 3 X 8 X.042' 24"111 26'SQ.xI , 18y'x 26 p1 29"5dx 18(0 • . 25 8 IB' x 30'4 �� • 133 331 33' Sox IBVX 34 (SI 38" SQ x IB17 I 24'111 25 SQ x 18(,118'1X 2G" til 295dX I (11 24-3' 18'• x 30"1z,7 33'SQx18f2 IB 34%3) 37'So%1817 --� 24111 25'SQ-x18(q Ig%X 2G'(0 28'SQ.X 1801 FES -2' I8"1 x 30'11 32'SQ•XIBp I X 32'(31 37'54X18141 24101 25'SQxt8p) IB~X 26' 1,) 275Q.X I II 22-2 18'° X 30 1 32'50:%18(1 IBVX 32 t4L 36"SQ X18(4) -� 24'111 2eSQ X18(11 I8'°X 26' 1,7 30%Q•X 18.1,1 21'-3 18 • x 28"11 31' SQ.XHQ1 18'x,39%4) 36" SQ X18(4 '-` 24'(11 27'44X18IT IB •X 2e (11 3o"Sdx IB(1) 20V 5" 18"X x 28'111 31' SQ.X 8;1 W0 X 32'(4) 35' SQ X1841 ---- 24•(,7 27 SQ.XB(p 18 z8 (,) 31'SPX 18U1 • 19'-8' 18' X 28'jl) �• 30' 8(1 tB % 72'41 35'54x39(41 � ' 2 G'd7 28 SQ-XIB(.) 18"X28'(.1 32'56% 18111 19-2' IB"1 % 26'1,7 • � SQX lejl le K 32'30) 35'50 Xro(4) 1 2611) 28 50.x1 I °X 30' 11 32'SdX t, 8• 1 le(n 18'- 6" I8 ° X _2 11) .3O'SQ-X 811 ley x 12'(47 34 SO x18141 261D 29'SdxlB(1 l8" x 32'0) 33*5Q-X lglll IB' -0' lel 26(.) Wx x 32-14111 3450 xto N1 L. L. 30 P, SLF. L.L. 30 .S . i OVERHANG TABLE _E WITH OVERHANG ( WIND SPEED •70ago MI? WSINGLE SPAN TABLE C WIND SPEED PROJECT 70 M.P.H. 90 M.PH. AM. CLEAR SPAN MAX. OVERHANG MAX. CLEAR SPAN NAX. OVERHA 12'-4" 4'-4" 12'-4' 4'-4 16'-6' 5'-9' 16'-G' 5-9 20'-7' 7'-3' 20'77" 7--S 23'-1 I" B' 4" 23'- I It 8� 4 BEAM 10 POST CONNECTION WIND SP D•70 WIND SPEED 190 IVE LARD LIVE LOAD 10 1 20 1 30 1 IO 1 20 1 30 TABLE E I RAFTER 10 BEAM CCNNECTIOf WIND SPEED -70 70;RAETER I.TO BEAM FREESTANDING LATTICE PATIO COVE- WITH OVERHANG ( WIND SPEED •70ago MI? WSINGLE SPAN TABLE C RAFTER SIZE ( AT 24' O.C. PROJECT �+ SPAN t CLEAR 1 MAXIMIN RSR OVERHANG wova>" FOOTING SIZE WITSFAH MAXIMUM FUST HEIGHT° 8'-7 MAXIMUM R7ST HEIGHT - IPOO WITH 3 x e X .042 70 MPH. 90 MPH. 70 MPH.SF 90 MPH. WI INSERT IWI SLAB NO SLAB WI SLAB NO SLAB WI SLAB NO SLAB W/SLAB ND SLAB L. L.• 2 . S POST SMONG MUM POST HE wIR1 h7fU MAXIMUM POST HEIGHT I P-0' -20 PSF 3 X 8 X.042* 31'-9" 17 -9' 7=0" AI' I '-5" IX2 1. gt t 1 x ' I •x SQx 19+•x WI SLAB /USW WI SLAB NO SLAB WI SLAB NOSLAB X. X .042- 1' " 17'- 7'-9" 13L.7.- 20xuS. a x3o 9Q. 1 x D �� LL. -x 0 P.SFlewrIM L.L. 30 PSF. L. L. 30 P, SLF. L.L. 30 .S . L 57 7 1 12'-7- x 2 x X21" 1130110"X291.1iffSo x5m. Swell L.L.•30 PS.F 3 X 8 X 4 - L1.wv 26. B -24 el 1 1 laze o 32 5D. L.L.- 19 x 2 n x sn• -FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED- 70890 MPH.) -MULTI -SPAN TABLE D RAFTER SIZE ( AT 24'0.C. l 1. DOST SIC, 0) 1• s0. ■ .067• PROJELTION MAAMIJM RAFTER sP^" ( CLEAR) MAXIIAXJ RAFTER °vER"^"G MAXIMUM FOOTING SIZE POST SMONG MUM POST HE wIR1 h7fU MAXIMUM POST HEIGHT I P-0' I x 8 X.042 MP H. 90 MP. H. 70 MPH. 90 MPH. Wl DISERr AB W SLAB WI SLAB /USW WI SLAB NO SLAB WI SLAB NOSLAB X. X .042- 1' " 17'- 7'-9" 13L.7.- 20xuS. a x3o 9Q. 1 x D �� LL. -x 0 P.SFlewrIM arra "L.00A.• 00. .0.11... CAL1F0111114 @.site IRWIN L.L.•30 PS.F 3 X 8 X 4 - L1.wv 26. B -24 el 1 1 laze o 32 5D. L.L.- 19 x 2 n x sn• 1.•u rnn,.nv.. . (Z)OIOSMS 14 EA. tFf. (4 -TOTAL) 021-010 SMS I S IEA.SIDE OF MFT.(4-TOT.1 LL-* 10 20830 PSE WIND SPEED• 70 890 M.P.M m V. F i WIND SPEED - 90 TO RAFTER TO SAM 24'.'e" AND ARE U". roll SLAP ED�TIOw. (AST t,P[S G 110'RAID M USE. TOR'M III Comol ■. 01 3'50. POST + (2) - 2'X 6 112' X.024* W1 (8)-# 14 SATS. ' ® 3' SQ- POST+ (2) - 2' x 6 1/2' X.032'W1(81-914•Sus. © 3'SQPOST +(2) 2'X 1/21 + X 0 24' W1(12)-• 14 SACS. 9) 3'SQ POST+(21 - 2'x b to I a1L IADq,4 x.032• WI ( 12)-014 S. AA.'-. `�r�` •-• a ----- - - ... --- �� �i �lAlt[A Y 1 CEwERAL wofts AND sPECtriCarloNs: 1. AlHalm• Bolan .ne at ...... •r. Dv tn• 11tot eeltton u 4.. IMIIor• e"llelnv Coda •w tna 1907 •Eldon or tn• Alwlnul Cunooet lo.. N•l. 7. A/lar-•tr 0110Iw. •11o1• 'l1 be •ub.ttl.t•. rot the*. .an • Jre.,Eo that •r f•plrt• d .Iln tna Ilu•Inu• Aooel•tlon ane w• ^. equal or prot•r'YItlO 1.l lot• •t'lnplM. ). All con nt• •hallane ( ha.o • .tnlw. 7e ear ee•Dnu1.• •t'lnatn 7,000 D.•.1. Coneratl •1•b .,..11 no. 11 alnlw. lnl e.no• ..o .,•[i a• In I ec fo unp."'•n Il bar. en flu.. n•tw•1 un -disturb•- Holt er s. 1vtlft•e rill. Darton .•rti"I Doll 6 ... Inp pro'-, - .,000 D.l.:. 111 It'll Iob•r• •hall e• hot -dig v1'lnno or aj.a .plat.. a d 1 e. Ionto.. to A. S.T.R, •-ase. Crad. C. llwlnw 1'lon•n hall ba 307• -TA. 111 elhar I'lt.'ln 'hall b od.ontnd •tial ue.lw Plot•-. All Dolt• .halt tumor. to •. s.Lb. A -lot In a'h- •l.neod wt Dl•t• ...n•,•. Not.. ret bort. •hall b• b•It .I 'l. tar PIu• the• o.lw•. 7. E.D.nalon bolt. •hall b• Nl,, e.It eott. •• 11 core.. .a ... D•r C.C.0.0. [.R,No. ter(. -11 bon. •Hall h..• . •I nlwr. aenc ria. •e0• d11t.nc• 01 a bolt or ... I—. e. tach I""'Tallon nett Por an ldanttl TtnO too 21.1-0 tn• n•.. Ina •eenar of tn• onaroctU at. ea/an lose• Ina -clo•aoluty. 9. All It•.t Pol•tnt.a to Oath ordeal•, 1'lt•ttatloH .halt be elrel.•. 1. a., Drolot. Deet •D•elnp, "otlnp 0.1.11, ate. 10. DPo lattic• D'tle cern •hall 'Or o oclooe alth •nY 1-0 of toile .•tor lel. •He rho dolvn lead' bora nn 1, arm •PP 11 •e to tn. harronlN prelle tae Ira. or ln• iat"u, olttr •. boo, ate. ,.•. I. C. A.O. vu•rl.. ,1. Tor •11 -,tall 'Ife-Cal. 'la snort 11 or Ij AU&A-LATT/CEPAT/O COVER ,,.,d�2-19ze7 IAS 91Bttl 4 OF 12 F e 1, 1111 ETE sue 1E.1St IwC o. ■ENI CONOI(TELT SUR.ONTDS 4N r001I.C. 7. CONCR[1[ SLI. DOES ROT E•Isr AND NO SLI• WILL BE CDNSTRUCTED AS DART DE)MIS 113TALLAl101•. 1. DOST SIC, 0) 1• s0. ■ .067• Irl )• so. a ,Dela UI l• sat R .17s• 1.1 r s2. ■ .lee• _LAMED FOX ENGINEERING Ft, JAMES Y. 1`011- •TRUCTURAL ENGINEER arra "L.00A.• 00. .0.11... CAL1F0111114 @.site IRWIN (Z)OIOSMS 14 EA. tFf. (4 -TOTAL) 021-010 SMS I S IEA.SIDE OF MFT.(4-TOT.1 LL-* 10 20830 PSE WIND SPEED• 70 890 M.P.M m V. F i WIND SPEED - 90 TO RAFTER TO SAM 24'.'e" AND ARE U". roll SLAP ED�TIOw. (AST t,P[S G 110'RAID M USE. TOR'M III Comol ■. 01 3'50. POST + (2) - 2'X 6 112' X.024* W1 (8)-# 14 SATS. ' ® 3' SQ- POST+ (2) - 2' x 6 1/2' X.032'W1(81-914•Sus. © 3'SQPOST +(2) 2'X 1/21 + X 0 24' W1(12)-• 14 SACS. 9) 3'SQ POST+(21 - 2'x b to I a1L IADq,4 x.032• WI ( 12)-014 S. AA.'-. `�r�` •-• a ----- - - ... --- �� �i �lAlt[A Y 1 CEwERAL wofts AND sPECtriCarloNs: 1. AlHalm• Bolan .ne at ...... •r. Dv tn• 11tot eeltton u 4.. IMIIor• e"llelnv Coda •w tna 1907 •Eldon or tn• Alwlnul Cunooet lo.. N•l. 7. A/lar-•tr 0110Iw. •11o1• 'l1 be •ub.ttl.t•. rot the*. .an • Jre.,Eo that •r f•plrt• d .Iln tna Ilu•Inu• Aooel•tlon ane w• ^. equal or prot•r'YItlO 1.l lot• •t'lnplM. ). All con nt• •hallane ( ha.o • .tnlw. 7e ear ee•Dnu1.• •t'lnatn 7,000 D.•.1. Coneratl •1•b .,..11 no. 11 alnlw. lnl e.no• ..o .,•[i a• In I ec fo unp."'•n Il bar. en flu.. n•tw•1 un -disturb•- Holt er s. 1vtlft•e rill. Darton .•rti"I Doll 6 ... Inp pro'-, - .,000 D.l.:. 111 It'll Iob•r• •hall e• hot -dig v1'lnno or aj.a .plat.. a d 1 e. Ionto.. to A. S.T.R, •-ase. Crad. C. llwlnw 1'lon•n hall ba 307• -TA. 111 elhar I'lt.'ln 'hall b od.ontnd •tial ue.lw Plot•-. All Dolt• .halt tumor. to •. s.Lb. A -lot In a'h- •l.neod wt Dl•t• ...n•,•. Not.. ret bort. •hall b• b•It .I 'l. tar PIu• the• o.lw•. 7. E.D.nalon bolt. •hall b• Nl,, e.It eott. •• 11 core.. .a ... D•r C.C.0.0. [.R,No. ter(. -11 bon. •Hall h..• . •I nlwr. aenc ria. •e0• d11t.nc• 01 a bolt or ... I—. e. tach I""'Tallon nett Por an ldanttl TtnO too 21.1-0 tn• n•.. Ina •eenar of tn• onaroctU at. ea/an lose• Ina -clo•aoluty. 9. All It•.t Pol•tnt.a to Oath ordeal•, 1'lt•ttatloH .halt be elrel.•. 1. a., Drolot. Deet •D•elnp, "otlnp 0.1.11, ate. 10. DPo lattic• D'tle cern •hall 'Or o oclooe alth •nY 1-0 of toile .•tor lel. •He rho dolvn lead' bora nn 1, arm •PP 11 •e to tn. harronlN prelle tae Ira. or ln• iat"u, olttr •. boo, ate. ,.•. I. C. A.O. vu•rl.. ,1. Tor •11 -,tall 'Ife-Cal. 'la snort 11 or Ij AU&A-LATT/CEPAT/O COVER ,,.,d�2-19ze7 IAS 91Bttl 4 OF 12 F e - FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED = 100 & 110. M.P H.) TABLE _ A A fi � %� I "ft, ��,•�, v ,�hl t I; j x 914 y ,1 I )) 1 I lir ie ydn.JJ' M -1.IVT 4 ' • " r.�r m "a; y 4 '� f, � " �" T �`�a r r, -t , P.' 4 - �. t•":4 j cf;.' 2 4' 9tl� haL° t 1 7A a�1 1 I i u i E t � 4.L+ , r '.. .-• + t c_ a .J � f is a�8 S. f �t. ��I `- CODES Aj.: /4L6 oY MAXIMUM POST SPACING AND FOOTING SIZE RAFTER TO BEAM CONNECTION 3' X B' X .042" HEADER / BEAM FOOTING SIZE AM /j NS2RT H AD / BE_ r � WIND FOOTING SIZE B tO SLAB FOOTING SIZE a WIND SPEED=100 WIND SPEED -110 z MAXIMUM POST HEIGHT • e'- 7" MAXIMUM POST HEIGHT - i MAXIMUM HEIGHT ` MAXI MUM PST HEIGHT 3 145100 MPH110 M.PH• P. .P. 00 POST oM.PH Oo M.PH. OCt'^(•__ 8 t�.." WISLAB NO SLAB W/ SLAB NO SLAB W! SLAB NO SLAB WISLAB NO SLAB ASN W I SLAB'j NO SLA W/ SLAB NO SLAB W/ SLAB NO SLAB W1 SLAB NO SLAB 3 - - n L I V E LOAD = 10 P S.F. + 5'-0" 1' 18 x2=24''12450x1 I I'%x2-21 6"snxl8,z 18'8'18"/x218' 3=15#x1 IB'ax30rs,3-350x1 6'-0' 7'-5 I 'ox 2-04'1 2%3S0.x o I$IR IB x 2121z 2' 5'5#x181 1T-2 18'#x2-8 ,z13'O�axlBi IB'#x2- (zl 3 xl 7'- 0' G' -q' 18ox 2'-0', 2'-1 x Ig0,x 2'2' , 2'-5 saxStj 15' 10' I s $' 0" (o' S" 18 x 2' 24'1 24 50.% s x2=47w8 2'-II'snx18� 18ax2=10.12,3'-Is"18,zi ISI g x 212'u 2' Gsnx18tn 14' 9' 18' x2=G'ul 2=15#.x1811 100-8-tv 3-050x1 9' O G' O' I$1rX 2' 25) 2-5'5#x1$1I�x 2'2',It2' 750x18 -13-7-17 Ig#t(2-G' 2=1 Sax18t I /x2'8'ut 3' (knxl8,n 10' 0' S' 9' 18ox 2'-4„ 2.6saxA, 15RIx 2-4',1,2'8"Saxl&I 13-3' 18#x2 -CR) 9'50.x18 (I 10x2-8 u) 2 Ilso x181 II' -O" 5.5' 18'IWx 2'44'„ 2-7so,xIPk11851% 2=Ging=9'Sax a 12'-5 1x2 -'G' 1 -Tsdx18, 1181x2=G',nZ-IOsaxl8(I 12' O' S 3G',,, 2' B Sox I& ISYX 2'Gi,1 '-I0%ax 6(I 12' I' I !x214• a 2'BsnK18ul18ax2-G'lu 2 1050x181 13' 0' S 0' 18ox 2' 6', 2 950 x18 1 18rx 2-8-11'Saxl8 14'-0' 4'•10' IVOR 2'-Gi, 2'IOsnx t/x 2;8'113'-0'..9 I I'-7 IB'ax2 G' 2' 950x18 , IBvx2 8 , 2 Ifsnxl8u ) 11'-2' 190x 7,G'ii 2'-150x1811 182x2'8'¢1 3'-0 18 I5-0' 4 8' Vox 2'Gi, 21IDSox , 180x 2'•8' 3'-I'Snxl 1 1'-10" WO -Z8- u) 21D I&1 18'1x2'1070 3 Ila I _ 14 MAXIMUM RAFTER SPAN er OVERHANG TABLE a BEAM TO POST CONNECTION TABLE_ RAFTER TO BEAM CONNECTION MAXIMUM PosT SPAC1T1liJw�MAIMMUM 3•x ei(�o4z• N FOOTING SIZE RAFTER SIZE M . H. WIND SPEED B tO SLAB �., Q a WIND SPEED=100 WIND SPEED -110 ��' Artt�, WIND SPEED 100 WIND SPEED 110 Izl , 0 , 7.0 13' 9' IB11f2e• 6 aO 'zLale AT 24' 0. C.) 100• M.P.H. 110 M.P.H. ���,� O '� �� #v �� LIVE LOAD LIVE LOAD OCt'^(•__ TO'RAFTER 'TO BEAN TO RAFTER TO BEAN LIVE LOAD = 30 P.SF. 3 X ' 042" 2G'- 5' I -7 MAX.CLEAR SPNN MAN. MAN. CLEAR OVERWw6 SPAN N %. - OvERINNG I _ 14 21.125145 21 -op S.N.S 121-•p S.NS. ttEA.LEG EA.l, E6 wl112' EA.IEG 1?ttpS. N.S • • - EA.IEGWll Y2• ,�"�"� 3%8x042 2 - - 2 _ _ 2'x G.•1/2*x.024 _ 9'- 5' , 3' 0' 9' S" 3'- 0 It 4•TOT.1 X3 XY 14-10TI x3 X114% • 2 % G 112 x 032 1 ! 12'_ 81 4'_ O•- 121- Bo 4•_ O• _ W/IN _ 4 4 IS R.T. 4=TOt 121-a12S•M (21.1112S.NS. 21.4112 SALS R.Y. 4 •TOT _ 121-012 3AAS i .' S '• .-2 x G 112 x 040 I5'- 9' S - O 15'- 9' O' 2 3 518'# WI INSERT M.B. TO 2-51$• ' V i MAL 1O EA.51(E OF EA. SIDE Of EA. SCE OF 14.TOT)RAFr.t 4 -TOT.) RAFT 14-707.1 EA.90E OF FTA4-TOTI ,.5'- EA. BEAM M,2- c 5181.14 8 - BEAM•2- 5B rM a _ ,RAFT 3 It 8 IT 042 18' 4' 6' 0' 18'- 4' 6' O' 4POST. ro POST TO POST ty- - TABLE FOCITNOTESs j e' R' - • 1. CONCRETE SLAB (ESISTI Nc 02 NEW) CORNLETILr SURROUNDS NEW FOOTING. 2 GoN[At It sLRe Dots NOT DIST AND NO SLAB ' - FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED -100 8, IIOMPH.) TABLE - RAFTER .SIZE ( AT 24°„ O.C. 1 G� �� T'(CLEAR) MAXIMUM RAFTER SPAN MAXIMUM RAFTER OVERHANG - MAXIMUM PosT SPAC1T1liJw�MAIMMUM 3•x ei(�o4z• N FOOTING SIZE POST HEIGHT- '- MAX1MUh1.P0ST HEIGHT • I I' M . H. I 1 M .H. I 0 M.PH. I I MPH. B tO SLAB WISLAB NO SLAB WISLAB N05LAB WISUB N05LAB --LIVE .LOAD =, 20 P.SF. 'X 8X.042" _ 31'-9 17=9' Izl , 0 , 7.0 13' 9' IB11f2e• 6 aO 'zLale Iz) 121 u1 13 1. x30' 3'•3'4'0..9 0x3'8 5�a.16 r LIVE LOAD = 30 P.SF. 3 X ' 042" 2G'- 5' I -7 5 10 12' 7' le 2Ef or2'a Y-dgQX •xso 3'- e l WILL Of CONSTRUCTED AS DART }I P ITIS INSTAL LAYTON. .l Vr5 v.+� 3. POST SIZE UI 3'Sa.x.062' - - (2) 3'SO. x OB3' . 131 3'Sa,X .125• ill • °j -s•1 - (4) 3'Sax IBB' 1-4 IT NOTE REFER TO SHT5. 4 d II FOR CROSS-SECTIONS & DETAIL CONNECTIONS LATTICE PATIO COVER WI OVERHANG ( WIND SPEED -100 B 110 MPH.) MULTI -SPAN TABLE Q ' XI AXMUM MAXIMUM ` FOOTING SIZE GENERAL Notts AND SettlrtCAlIDN5: RAFTER SIZE RAFTER RAFTER FosTSR,cINc (� I UM H • 8 7' MAXIMUM POST FEI .I I -O" u..t... d..l ...d .t.. ( AT 24' O.C.) SPAN RHANG W I 6 ... A, N.r In• l.a.e .anle� of the unuere (CLEAR) 3'X 'x.042 100 MPH 110 MPH. 100 MPH. 11 MP. H. eellaIng Cad. .m the toe: .#1,100 or the Al".tn,.. cen.trect/e. WITH INSEI7T 1SLAAA MO SLAB WISWB MOSUB WI SUB 0 SUB W/SUB SLAB •!2. nt.rn.t. •wine, al len .•r be •Ub.t ItUt•d for tee•• *hall, Nrovldad y. LIVE LOAD = 20 P,S.F 1 1 I they .r. nelet•nd .Ith the 41 .1 . A•eeclatlen and bve aeeel er q ( 1 ly - Orot.r rl Id .nd e111..t..Ifengthl. 3 X X .04 I- 17 T I t997t2[B 3'-d§nIZ Iw1lT V Y 33056 SO 3'• 1. u1 .ener.a .hell n.e...mt.e. re der eo.ar...w..or Qtn of 2.Doo 33]x8 IdrIIS•z' 3 6 0.•.1. concrete •t•b .hell h..• sl• .101.,.. tnlcNne.• end •hell be 10 r Alla ee0dulon. ••. All feet 1012. n 11 sur On rte.. natuwl en-dlAterb.. lou o ..titled flu.' O..Ig..•rtle•1 ..It D.er In Onuer• .1.000 v.l.r.' L L AD - 3 SF. 5. u1 .tell ...hero .hall be not -die ,.Clanked or .Iactr plat.d And (l in ¢I 121 t2t O) 131 o^fere to A. s. r. N. A_4.e, ccad. C. X X. 4 ' e. 4ealnu feet...rA .hall b. 20]._14. Alt other fo•tell- .hall b. r A2•� •B IEl1►c78 8 •B 2'B' 7"1 .3'O' 3 3�+6 �•�"i�i;•a I of of ca"I ne.ra et:e•. A" ..an .. weiu o oe Boli. ' •MIF 0e eon dl•rUr NI e. 1/16• .a.lw.. T. t.ven.len bolt* .hall be Atilt A.IA eelte AN It carbon steel *1 .dell der LC.e.O. C.R.N.. 4627. All ben. shall hall . 01,1. cencr.t. boa et.t.n.. of 6 Noll at u. Nr.. oh..l Ixclq` u - e. teen ln.Lu•ue0 ,hell Nr an 1d.nelrrtne tae ,1.100 en. naw ane ti ; elle. 9 •ear•., or th..anel•eter.r, ,.•ten load* and n lo.•etllq. Is . .. A. All It•.. N•rbinlne to uen Dertlw4r In•bl4'•u on an 11 be elrekd. �`•• L.., Nrol.c t, No•t seeclne,• IooUnp dwell. •t<. 10. DNen 11:1! 1:.% pilo cover hall net be enelond .ten An, IF" .1 ..lid . wbrlal..ne MA dulen load• ns• 012 be .pol lee to the horronul 1�ru[1rtN NroJ.cbd ere• or the kttica, ulbn. Neal.., •tel v. . - �� •:�� erlbrle. IT. tee a #,tall r.f.r•ne.a • . 000.1 12 or 12 IC.B.O• E.S. ..0.15 5z EVALUATION -HOME p� „"',.;p .a.d.•'• FOX ENGINEERING w.&tl�m-,. FREESTANDING LATTICE-TYP ALUMA-LATTICEPATIO. COVER .052 15297 REPORT ND• • • �.�_K.K. JAMES M. FOX• STRUCTURAL ENGINEER FAT1 COVER L.L.•IO, 20530 P.SF. (AS Or, 8503$nau41Arr roe ootrn, clturornA Delle WIND SPEED -1)08 IIO MP Y�LLM COMPAN360? W. 4INCOLN ST. (6021278-6224JAW wm 5 OF 12 C 1x41 RESIDENCE G 1/2 X 2'x.024• • RAFTER ATTACHED TO ROLLFORMED GUTTER& SIDE FA! TYPICAL ALL ARO EXIST. RESIDENCE ; ROOF PANEL 1/4 PER. TT. MI�' II SLIT. 12 OF 12 101001 ROVES 0.0 1PECIFICAI10N3: 1. Alrinw e••t0n,•M•�lr••••• • • D•r en• 1•l••t •al lion •r the Unlron 0u110t.9 Cod .W t • 1a62 'telt Son oI *h• Alrinu. Coh*% t%len 7. iu"lt•rn•t• elwlnu. e11oT• .aV be .ub.ttl"t.D Tor too.. Mrn, 1r•e1e.0 lnq ve n91 •tve•IM tM Alu.l.w. Aaaoclellon ane he.• a0 1 of anther 'Sale ..a "It let• at,.n9tn.. 3. All .I .. an•Il n• • • .tot.". 26 Por coaPrerlu elr1n91h er 1,000 P. •.1."Clnar•n 11b .n.11 hall It- .t�t- tnlc"n•e• end *hall be to 9oee oneltlr. •. ul i•oun9. •hau K..r on nr., "•tern .n-m•wrK•e 1.11 et S. .•ret/I.0 rill. Orl^n rarllnl •oil enrin9 Pre.•u,• 1,000 11 .t•al ...Dara • •ll e• not-e1P Pet.•nln0 or •Sec troPlnee •n0 0. IIna r. 1. A. s.LA. A-..8, L,.e. C. l lwl.e. Fee, n.11 e• 202•-11. All tins '.µ•had •hall e• •tr•ntr•a 1••1 ne.lu. DIta O. .11 KILL• hall conn'• le •-Loi •na'n• • •taneare cue Dlet• •eller•. Mole• IIT Kilt• /. [hall e• Kell el•r ter'Plu• 1/16• r•Iau.. .P...I.. Delta ...It 0• .It. ..O fou. •6 11 preen •b•1 or roti [A.Ne. .627. All Ko11a mall para • .1 It 11ae.er•te •e9• el•tanu or a bolt ela.•tara. 0. Toth Inatnlatill *hell Icer an le•nl.1rrl.9 lap 91"1 the nor ane •Ker••• I, th. rnurletur•.. 0.1.19" lo•ee ane anelr•Kl lltr. A. All 1l r• Outelnln9 to .•tn Prlleuler Ineto.,. Son an•ll D• clrclae. 1. •.. Pre1•tl. Poet 1Pact... 1-ti.9 dat•ll. •tc. O. DD•" 1•tt Ree rtlo clear shall not be •nclrea .tth M. t1l. or •elle r1•r`•1, •n :.hear l9n loaea nee Waller•."b.:.Ii'µe. L he rr.....6l0! oral• t•a e r en• .1natee. t. irlt.rl1e. er 1a•t•ll nhnner. •r foot 12.,12, NOTE: SHEET 6 &7 INCLUDE L.L. 10 20 & L"ii. 30 P.S.F. WITH WINO SPEEDS Or 7090 O12100 &110M. P. H.SHIT, 12 QF 12 i OF 12 BEAM/HEADER 1 •t - II 4.5 Z2 22 ®�aoes- ell Ir%%JwI�LO L.F1l I1l/C rmIlu wvtKJ PO A - - ( WINU 5PEED =70 WIND SPEED • 8 90 MPH ) 3 sn.X .024 AT SUB b C19 4�Ic� 5 ON SLAB 8"x .042' - TABLE A - _ FOR SIDE PLATES SEE POST IF D,'„ TYPES, AND OE TAILS 3 �'g L.L- 10 mCD Nz PANEL 'THICKNESS' MAXIMUM POST SPA UNG 81 FOOTING SIZE 23 WIND- 10/15 P.S.F. UPIJFT-10/15 P.S. Ilff 4 WASHER PLATE. . 3 2 w 2 3 X 8 X OS 042 BEAM /HEADER 5 C S/i L.Lr 3 X e X 042INSOTT SEAM/IEADER POST UST 23 I I USE FOR BOTH NSFJTf BEAMMEADER STEEL GALill1lE s%-3" LWASHER NOTE: 8 BEAM/HEADER D ATE. 13-7' T3_741 2 1 I• B 3 24 l�E�, SEE «0 v► Rtb� btf�b NE<�4ry\\��}}'.. 27 27 POSTS MAY BEA ACHED y 2�' xO •+ `2+ 6+ �� Zj��P� p z L CID 1Tt. �QO TO TO CONC• SLAB, F -TET IZE T m < oaf!IZE STAKE ASESCO EARTH AHCHHOII, OR CONC. FOOTING. MIN. NO OF POSTS UNENCLOSED ENCLOSED 190 41• PPEP lP SEE TABLE B 8 !L 4 < IAP.N MAI Y6J4 M. N. MPH MPH O J cn (2 L L . 0 JM En. c7� _ -1711 SLAB Y/ 1•. 2- •20!30 . 3he" !TELL � 3 -SQ. P05T + (2) - 24X 61/2' GALV. WASHER PL. YIH *10 US YIN. Sim IJ�HSasPEOU - - )T. ANCHORS To FTC 8-0' ols' alb 020 2 2D' 2 DIe' ale' 12-S (� 12=5 -11 20 23 2&9 12-5 8-11 26 30 STCCL GALVAMII[ 1212 3 4 I 2 3 - 4 - LEMTH LOCK LENM LOCK M Jf 10 Mt• o • HANTgR OR RAL 'qh ® 3'SQ POST+(21 - 2'X G 1/2- 9'-p DIe' Dle'.020 azo o• =0 Ole" ale' II -I I' 11=1 I' 8'-2 20 23 2 -5 11=11' 8'-2 2G 30 2 2 2 2 - 3 3 2 A N R PLATE. c' -o' 2 2• -0 4 5 `�D ZH b PER 7 $HT. 12 ]/e•e . 2 t/2• 10'- 0" .ae' 16' zo' 020' 19• tea 11= 5 11' 4 7= 5 20 23 26 -3 1 1'-4 7 27 31 2 - 2 - - 6-9" z 3-G'18 a c L ENG OF 12 I I'- p" ole' le" .020 ' a2o' d Ie" ae' 10-11' IO' -f(,' v-1 I' 20 2 ZS -3' 10'$' 6' I I 27 3I 2 - 2 - - - 3 - 3 2 2 - - 7 6' 2 I o 5 12'-0- Ie" Ie' 20 0 ozo'D24'.ae" le 10-G' 9 9' G'-5' 21 24 24-4 g-9' G=5 27 31 3 2 - . - 2 - e -3' z cti ISO 5 7 s I ROOF PANEL PER I z RAFT R'T ILS' SEE ' 13-0' DISK 016' 020 -0 020" 24 DIe' APS 10-2' 9-1 G -D I 23-6 9'-I' 6-O' 28 32 3 2 - 4 - 4 3 3 3 3 2 2 s=o' 9'-9" z 2 •0 9-6 B 6 8 6 4051rt 12 sHTt IzOF 14'-0' 19' a2 A2S 20".032 2S D25 9-10 8'-G' S'-7' 21 4 9 8'-6 5'-7 28 32 3 2-- 4 3 312 to:--"' 2 1 0,. c OF 12 \ 15' 0' DIV 020 02 Aza D32 - - 9'-7 8'-O 5' 3 21 25 22 I' 8'-0 5 3 28 32 3 2 - - 4 313 2 =3 2 7 i IG' -0' 18 .025 .025 L24 .032 - - J 9'-4" 7'-7 5'-0" 22 25 21' S' 7'-7" 5' 0' 29 33 3 2 - - 5 3 2 z +• to ' I _170- 18 .025'.02 072 •032 - - V-1' 7=2' 4'-8 22 25 20-10 7'-2' 4'-8 29 33 3 2 - - 5 3 2 12*0' 2 7 to 7 113zjl M 18'-0'-024!024 ole Axs _ - 8=10 G'-9" 4' G' 22 25 20'-4 6'-9 4=6' 29 33 4 3 25 4 3 3 12=9' 13'-c" 2 11 _9'-O•02+.02+' o3z'.wz - - - - 8'-7 6'-5' 4'-3 22 25 19-10' G'-5 4'-3 29 33 4 '3 2 5 4 4 3 14'-3 20 8 Ht` O �` 7i- '1= - - 20-0" Da Aze •ow - 8=5' 6'-2 4'-I 22 26 19' 4 6-2' 4-I' 29 34 4 3 6 4 o M DM - - - - - - T-0-1 •o3z' $'-2 5 10 3' 10 23 26 18' I I _!'_10" 3' -10 30 34 3 2 G 4 4 3 is'-O"z e I3 wP I 2 4 3 Is=9 z 31w 9 t3 �- INSTALL POST VERTICALLY.. t SEE caoss sl:cn eE�V FOR \ $'-0 aB' AIB' @0" D2 0' D20'AIB' 19' 9=0 7=3' 7-3' 18 20 20-9' 7=3' 7L 23 27 2 2 2 - 312 - - I +/S D. BEAM 1W ADE INFORM \\ 9'-0 cle' .ole' " 020 020" ' DTs' ole 8-7 G'-7' 6'-7" 18 21 19i0' G'- G' 7' 24 27 2 2 2 - 6'-o' z 16' ' ET it OF 12•2 SEE PER DETAIL POST SPACING, SpVUNG 10'-p Ole' D16' 020' 20 A20' 020 021V 02S $'-3 G. 0 6'-0' 18 21 19'-0" D G-0 24 27 2 - - _ - 2, - - - c'-9• 7'•6• z 2 1 / c _97-1 F SIZE =YIN. NO POST pOSA6l,E I I-0' Ne• ate• 020. Oto Dza• Ago azs" azs _TI1' _S- -7 5'-7" 19 21 J.8=3' S'-7 5-7 24 28 2 2 - - 2 2 'G G 5/7 SEE N 12 0 1e• 19' =' 02S' 024 - - 7'-7' 5=2" 5-2' 19 � 17=7 5-2 5'-2 25 28 f3 2 - - 4 3 3 - 2 8'-3' z . . UNC .a3t .O a0 V- 9'-0' 21e' 24' 5/8 1 1 Po�Le E J 14 0' D2• 4 a3z' D3z' - - 7-2" 4'-G" 4 19 22 I G-5' 4' G 4' IG 25 29 3 2 - - 4 3 3 2t*2I 21 312 "(ICK caNc.sue 1 NO• �� SEE 15-0 a Doo 40 _ ---WITHIN 6 -II 4' 3' 4'-3" 19 22 160 W-3 4'-3' 25 29 3 2' - - 4 3 3 22N. 7OPTIONAL. 2 -CaOC Poses PERMRTm 16,0" D3z D3z - - - - - - G'-9" -0. 4'-0" 20 22 IS -G' 4-0 4'-0 26 29 3 2 - - 5 3 3 2+SHALL l� SHALL BE SET F0071NG WHEREPOST OCCURS, SEE 17-0 a4o 040 - --- - - ' 7' IC, 3' 10 20 23 1 _5 I 3'-10 3-10 26 30 3 2 - - 5 3 3 22 7/,, BACK A MINIMUM OF TABLE. A 1' FROM EOG[ OF SLAM ATTACHED ROOFED TYPE - PATIO COVER ROOF PANEL 1/4 PER. TT. MI�' II SLIT. 12 OF 12 101001 ROVES 0.0 1PECIFICAI10N3: 1. Alrinw e••t0n,•M•�lr••••• • • D•r en• 1•l••t •al lion •r the Unlron 0u110t.9 Cod .W t • 1a62 'telt Son oI *h• Alrinu. Coh*% t%len 7. iu"lt•rn•t• elwlnu. e11oT• .aV be .ub.ttl"t.D Tor too.. Mrn, 1r•e1e.0 lnq ve n91 •tve•IM tM Alu.l.w. Aaaoclellon ane he.• a0 1 of anther 'Sale ..a "It let• at,.n9tn.. 3. All .I .. an•Il n• • • .tot.". 26 Por coaPrerlu elr1n91h er 1,000 P. •.1."Clnar•n 11b .n.11 hall It- .t�t- tnlc"n•e• end *hall be to 9oee oneltlr. •. ul i•oun9. •hau K..r on nr., "•tern .n-m•wrK•e 1.11 et S. .•ret/I.0 rill. Orl^n rarllnl •oil enrin9 Pre.•u,• 1,000 11 .t•al ...Dara • •ll e• not-e1P Pet.•nln0 or •Sec troPlnee •n0 0. IIna r. 1. A. s.LA. A-..8, L,.e. C. l lwl.e. Fee, n.11 e• 202•-11. All tins '.µ•had •hall e• •tr•ntr•a 1••1 ne.lu. DIta O. .11 KILL• hall conn'• le •-Loi •na'n• • •taneare cue Dlet• •eller•. Mole• IIT Kilt• /. [hall e• Kell el•r ter'Plu• 1/16• r•Iau.. .P...I.. Delta ...It 0• .It. ..O fou. •6 11 preen •b•1 or roti [A.Ne. .627. All Ko11a mall para • .1 It 11ae.er•te •e9• el•tanu or a bolt ela.•tara. 0. Toth Inatnlatill *hell Icer an le•nl.1rrl.9 lap 91"1 the nor ane •Ker••• I, th. rnurletur•.. 0.1.19" lo•ee ane anelr•Kl lltr. A. All 1l r• Outelnln9 to .•tn Prlleuler Ineto.,. Son an•ll D• clrclae. 1. •.. Pre1•tl. Poet 1Pact... 1-ti.9 dat•ll. •tc. O. DD•" 1•tt Ree rtlo clear shall not be •nclrea .tth M. t1l. or •elle r1•r`•1, •n :.hear l9n loaea nee Waller•."b.:.Ii'µe. L he rr.....6l0! oral• t•a e r en• .1natee. t. irlt.rl1e. er 1a•t•ll nhnner. •r foot 12.,12, NOTE: SHEET 6 &7 INCLUDE L.L. 10 20 & L"ii. 30 P.S.F. WITH WINO SPEEDS Or 7090 O12100 &110M. P. H.SHIT, 12 QF 12 i OF 12 BEAM/HEADER 1 •t - II 4.5 Z2 22 ®�aoes- C 2 �mooao� - 3 - 3 PO A - - �j 6'-17 c'-9' WIND SPEED • POST W/SIDEPLATES 7;= PSV 5,6 ON I 3 sn.X .024 AT SUB b C19 4�Ic� 5 ON SLAB 8"x .042' 3 SQ- x A4G AT FOOTING 9ji 7 To Poei a3s/1i•e - _ FOR SIDE PLATES SEE POST IF D,'„ TYPES, AND OE TAILS 3 �'g L.L- 10 7 3/0• LMBCO. ANcrOxs r0 sLAe _ 3•G 23 r/ r. r. ]/1s• STEEL GALVANIZE 3 Ilff 4 WASHER PLATE. . 3 2 7 f0)DOST OSS%!s! I6 z4' S/i L.Lr • 2 1/2• EABCD. ANCHORS TO SLAB 23 I I 20430 r/ '1., 1 3•:]/18• - 4 3 3 STEEL GALill1lE s%-3" LWASHER NOTE: 19w/2, D ATE. 13-7' T3_741 2 1 I• B 3 24 D POST A (Ti'* 27 27 POSTS MAY BEA ACHED 2 - - 2-- /0•d . 2 1/2• RB[OME Mt TO 3 3 TO TO CONC• SLAB, F -TET L.L.- r/1•. 7•. _ STAKE ASESCO EARTH AHCHHOII, OR CONC. FOOTING. 10 ]/tB' STL. GALW. WA5NCR PLATE. SEE TABLE B 8 !L 4 • )-.#I. S.M.S. IO POST 1 (2). POST TYPES L L . 1/a•d . 2• ERBEDMENT To _ 20430 SLAB Y/ 1•. 2- •20!30 . 3he" !TELL � 3 -SQ. P05T + (2) - 24X 61/2' GALV. WASHER PL. 7 0. 10 . TO POL 88810. X.024'W/(8)-4/14SMS. Q 3' SOL. POST+ (2) - 2''x6 1/2' L.L. 20 - )T. ANCHORS To FTC X.0321 W1(8) -f14 &M.S. WXI ]•. ]ha• STCCL GALVAMII[ © 3 -SQ POST + (2) 2•X G I/2' WASHER PLATE. X024' W/(12)-014 S.M.S. (A). #I O 6S.A. ® 3'SQ POST+(21 - 2'X G 1/2- _ 2 1/0. FTC. X.032' W/ (12)=M14 S.M.S. L.L �3O ANCHOR To TTG. O W/:•. ]•. ]/IS - 5 TEEL GALVANIC[ A N R PLATE. B O (A). /1. S.M.3. l POST a : 0 os ( ) N01(1 7037 TrP f1 fS1 [S 1 AN AR D [ wE TO oa s cot-61rm■. irOsr rr9E3 �J7 .•0 C•C u[ US[o raR roOTla ]/e•e . 2 t/2• [0■01 ■. LL -20 CR[ICO. ANCKOM r.L. W/ I UG* .0 2• 3/16•311. -1' 4'-5" 4'-5" 17 19 9" 4'-1 " 4'-1 " 17 20 6' f -9 -77 -777 -MC 3'- G' 5 -rod I M Hsl[Ocii111iiitiiiY� • •t - II 4.5 Z2 22 ®�aoes- C 2 �mooao� - 3 - 3 �saaas� - - �s�ees� 6'-17 c'-9' Irwl ON SLAB o POST { 5/E•1 2 ]/.• EMSCO. MCMORS TO SlA3 / 2'. 3•. ]/16' TCCL GALVANIZE ASHER PLATE. U)- lu SAMA . TO POST { ]/a•d . 2 1/2• EMB[O. ANCHORS TO SLAB STEEL LALV.NICE HCP PIAT[. • - 10 s.M.s. TO POST a (2)- 7/e7 7 1/2• EMBEDMENT TO SLAB r/1•. 2•. 3/16• STL.LALV. WASHER PLATE. UI- 11A s.M.s. 10 Post A (2)- 1/••9 Z. EMBEDMENT TO FTG. r/ 1•• 7• 3/16• STEEL "a .(a)- /2a S,.M.S. TO DOST A 5/a'9 : 2 ]/A• EASED. ANCHORS TO TTG. W/2 lea 3/16• STEEL GALVANIIE 1r 1 -•-n IV -4' 4-5 •t - II 4.5 Z2 22 G5 25 C 2 e- G 2 2 - 3 - 3 2 2 - - - - 6'-17 c'-9' 2 2 12/ 1"1 4/ 4/ 15-8" 4-I 15-0 3'-9' 4'-I 3-9 23 --f3 2G -2 -6 2 -2-2 - - - - 3 - 3 21- 2 2 - _ 7=c' -8-3" 2 2 Pl 1 16{ 5/ / 14LG' 37G 3•G 23 2G 3 2-- 4 3 3 2 9=0' z I6 z4' S/i 14-0' 3'-3' _T_Fr 3-3 23 27 3 2 - - 4 3 3 2 s%-3" z 19w/2, 6/ 13-7' T3_741 2 1 I• 3'-I" 2LI1' 24 24 27 27 3 3 2 - - 2-- 5 5 3 3 3 3 2 2 1(Y-6' n:o' z z /281 z/, c/1 7/„ 1■ r aro T S: V.1"C:111.111 e, MO CPAC[3 WIIHIY 2'-B• OI P1S13 1"ILL BE P[11111[D, P111 SMALL BI St T aC. AIKIMUM 0f .• INO N COC( Of sue. 2. FOOTING $IZE IS A CUBE. I.I.. 20 • 20. 1 2 - . 20• naeP. 3. TOTAL MINIMUM NUMBER Or 110 S.M.S. PER POST TO AT-" CONNECTION 10. DETAIL] 19 1 20. ., gNIRUR Li11LrN "KO NUMBER Or S.E[T METAL SCREWS A...I ...10NAS LIKE 11 WOR TO ND. WIPO. MIM INDM (LOGIN AND NUMBER Or SHEET METAL SCREWS IIELAW DIAGONAL LIKE IS FOR .90 M.P.N. WINO. J► so rW POST BASE CONNECTION CONT. ( ON FOOT'G ONLY) �pJ�- WIND SPEED -70 M.P.H. WIND SPEED • 90 MPH. r 1•,1 e'X.042• 8•XD42U/RNSEAi B'X.042' 9•X.042'WIINSERT 0^' OTo POST Ra!(2)S TO DOl T-as(t)S' " AT. 2• 31. . 21/2• •.q. LL -30 1MBI OREMI TO - EMBED. RMCMOR TTL: W/ 1 .. 2• IO f 4. r/ 2• •� }, ]/la• STEEL • ]•" 3/16•STL. t� LALV. WASHER PL -7 LALV. WASHER PL.-' TNRU III. 1/2•d TMRU 2)- 7 0•f TNRU (2)- ] .•9 THRU C_ 80175 r0 POST L BOLTS TO POST a 80115 TO POST a SOLTS To POST { (2)-]/6.9.a 1/.• (2)- S/ear . T• (2)- 1/7.9 . e• (2)- ]/••r . e- L.L.•10 1RBEO. Y/1'. 2•. EMBED. ANCHOR! [Nato. ANCHOR! EMBED. ANCHORS ]/16•STL. LALY. Y/1•• C•. ]/16• r/1•. 2•• ]/la• Y/1•• 2•• ]/1e• WASHER PLAT[. STEEL GALYA0IIE SlE[L LAL VANItE STEEL LALVAMI IE - rASHER PLATE. WASHER PLATE. N R PLATE. 19 (2)'- 3/8.9 TNRU (2)_ 1/a -p TNRU (2)- 1/2-d TNRU -J BDL TS TO DOST a BOLTS TO DOST { BOLTS TO POST { (II. 1/7.9 . 8• (21-]/e•d.a 1/•• 121- 3/e -H • 7• V L.L.- 2O - CMBCD. ANCHORS IMBED. r/1•. 2•c EMBED. AMCN0R3 r/1•. r. she• L1e•sn. GALV. Wh•. r. 3/l6• STCCL CAL YRN I2C WASHER PLANE. STCCL CAL VAN I2( WASHER PLATE, WASHER PLATO. 19 (21- 1/419 TNRU(I - ] e•d TMRU DOLTS r0 POST { BOLTS TO DOS/ a L. 2.•30 (2)•3/8.9.0 1/•• (II. 1/I•e a• EMBED. W/1 •. 7•. EMBCO. ANCHORS 3/1 e•57L. LALY. r/1•. 2•• ]/18• X 4 i WASHER PLAit. ST(LL LAL VAMItC WASHER PLATE- . 5.•CONCRETE ANCHOR BOLT SHALL BC 11111 -BOLI 11. C.R.O. STEEL .S /� ' MANUFACTURED AT HILA . INC. IN C0Nr0.a AMC( WIT. I.C.8.0. E.S. AM" 0a. .021. 6.FOSTMAYff ArT.ACHEOTO5AFTY STAKE 5TAl,@SHTAI OR Opµ tR�1A; EARTH ANCHOR, US SHT. II o' 1 F ]6Ya .S i i• w Ia � / r/�•�jj�/ r ICBG E S. • - FEPO T NOL ({( 03eIq 5038 7.7 0-15 Kx. ow+cEo sHr • 4 TO cEvA p(p�� m _Q1 FOX ENGINEERING .A� EII� �I•l0� JAY[R M. roK• STRUCTURAL fNOIN[!R 6660 TILEGRAPH N0. ootrreT. CALIFOON14 90660 JA.o AL PMrI r.,. ATTACHED ROOFED -TYPE PATIO COVER W/ IB' MAX. O. -H. L.L. 10,20430 PS.F. WIND SPEED - 70&90 M.P H. ALUMA-C TTICE PATIO COVER /As Ars er/ VALLEY ALUMINUM COMPANY .W (INCOLM Sr. 1`602)278.622+ 9z- Nyy�192RY n,aT (♦NOF 12 _ _ Nrnw ��_KK. 1t To ATTACHED LATTICE PATIO COVERS ( WIND SPEED as 100 & 110 MPH. ) TABLE A 25 2G 2(o ROOFED COVER PANEL 'THICKNESS' MAXIMUM POST SPACING B, FOOTING SIZE 3x13 X 42 BEAM /HEAOEa 3X WIND • 19 UPLIFT • 30- PSI. hL$ a' -z• 3'-10' Y-6' V) yti + + P Lti POST SPACING '" SIZE X INSERT BEAM] HEADEa POST SPACING FOOTIN I USE -"Jr' BOTH INSERT BEAM/HEADER flBEAM/HEADER 3 3 4 4 0) 0 ti ` m 1 CL a ZZ 10Z MN. NO OF POSTS UNENQ.OSED ENCLOSED 4.. 3 3 3 I 11 II 100 11 1 II ZZ Q 0 J 15 QJ OST TYPE ST TYPE ItoJ� NIK 010SWIS MIN. OIOSAI r -c• 7'- 3- am Im • • • • 7-O .018'.018 0-0,: Ote' ole I I.0 .024'.024 12'-0" .024" Oza O M I YO " o2e" Ole A. 14 - 0' .o3z" .o32 J _j 1'[•-6" 040 .040 NPH. MPK MIRK MRH MAH. tAP.K )zD' to o2a za .ole' .a8" e'- 6 725' ' 032" 32'•025".025 8'-z )213' .°25'032" 32' - - 7'-1(Y T/7 $ 4'-z' 3'Id 3'-G' In 0 1 4'- 2' 3'10" 3-0 25 2G 2(o 25 2G 215 I9' 8' 18'-10' IS%1" Ng a'-2" 3' Io• 3'-6' hL$ a' -z• 3'-10' Y-6' 34 34 35 _Q 34 34 35 I 6 6 7 2 3 4 4 3 3 4 4 4 2 2 3 1 7 8 8 2 4 4 5 3 4 4 5 4.. 3 3 3 LENGTH c' -o' 6'•9' 7%v LOCK z16-0 z 2 LENGTH LOCK 6 / IYG /I'o' 7 / f 15.0/ 7 / )28' oma - -- - )32' 032' - - - - r -c• 7'- 3- 3-3' Y- I" 3'-3' V- 1• 26 27 26 27 17-4" 1c-9' V-3" s- 1". S-3' - 1• 35 35 35 35 8 8 4 4 4 4 3 3 9 10 5 5 5 5 3 '3 8'-3' 9•-01 2 2 16'-6/22'0 8/K IB-D'i , 9 / )��D40 - - - - 7'•D' 2-10" 2' -Ill 27 27 Ic'-z' r -a' 2.10. 36 36 9 515 3 10 6 6 3 9-91 2 19i'% 9/ >40 40' - - - - 6' -IO• 2'-8' 2'-8' 27 27 15'-8" 2'-8' 2'-8' 3G 36 9 5 5 3 II G G 4 l0'-6' 2 It 2-0'/ i0/Ie 740' d - - - - - - - - - - G' 7' 6' 5' Y 2'• G' 2-4' 2'- 3' 2'- 6' 2•-4• 2'- 3" 28 28 28 28 28 28 15% 3' 14-10• 14'- s' 2- c' 2'-4' z 3' 2'• G. z'-4• 2'- 3• 36 37 37 36 37 37 10 10 11 5 6 6 5 5 6 3 3 4 12 12 13 G 7 7 G 7, 7 4 4 4 u'• 3' It•o" 12.9' z 3 i / . ' / r / / 10 2V- ' 9/11 - - - - - - G:_ I* 2'-2' r-2' 28 28 14-I' 2'-2' 2-2' 37 37 II G G 4 14 7 7 5 IS -6' 3 27Oi t /n - - - - - - s' Ir z - o' i o' 29 29 13-9" 2'-0' 2'-0' 38 38 12 7 G 4 14 8 8 5 14'-3" 3 28.6y .. 10/1 WASHER PL, 29 29 113`5" I'- u' r - n' 38 38 13 7 7 4 15 8 8 5 1 st o' 3 3040:0' ID/ 1 ANCHOR TEAM lo" 1'-10' 38 38 13 _7 1 % 4 11G $ o° .5 � Iia S. R,S w- : POST.• 318'1 x B1 EMBED. L L•30 •ANCHOR TO FTC. W"2")(3 513/16' 1STC[I .CALVANII[ L.L.-20 )20' 02d'02A024' D18' Die' 8' 6' Iz5 0213',0321 Onz',0213" Ozs' e z 1213" 2E 0321 32 - _ 7'10' 4-2' s l0 S-le3-6' 4'-2' 3' Io' 25 26 2 6 25 2G 2G 1'3-8' Ie' -l0" 18'•1" 4=2' 3'-tO' 3-6" 4'-z•• 3`10"1 3`r.' 34 34 35 34 34 35 G 6 7 3 14 4 3 4 4 2 2 '3 714 814.4 81 5 4 5 31 3 3 G' -O" 6-9' 7% G' 2 2 2 ' /16'-0" G/ 7 /1 ,- 7 i e )28'0281- - - - 7' C. ' 3'-3' 3.3' 26 26 17'4• V-3" 3-3' 35 35 8 4 4 3 51 5 '5 3 8-3° 2 IG -G/ :p /1 )32-0321 _ _ _ _ >40 - - - )40' 4d - - _ _ )40'040 - - - - 7•-3' 7. o• G'- lo' 6.7' 3.1• z: 1o' 2' 8' z-6' S-1' z'- to" 2% 8' 2' 6" 27 2 7 27 28 27 27 27 28 16-9' w! 2• 15%8' Is -3' 3'•1• 2-10' 2%8" 2'-6' 3-1" 2'-l0" 2'-8' i-6• 35 36 36 3G 35 36 36 36 8 9 9 10 4 5 5 5 4 5 5 5 3 3 3 3 10 15 10 11 12 6 G 6 5 6 6 6 3 3 4 4 9-0' 9'-9' to . G- n' 3' z 2' 2. z�14/ 1 /q 9/, ' c/26:0. 9/11 211-0/ ,,-0, TO/ c-5" 2'•4• 2-4" 28 28 14'10' z'-4• z-4' 37 37 10 G S 12 7 7 4 12'-0' 38/10 6-3" 2'-3" i-3' 213 28 14'-51 2'-3' 2'3' 37 37 I I G 6 4 13 7 '7 4 12'-1" S 9/II 120',021$1024' z O18'.0 IB" 7'5" 4-2• 0'-2• 24 24 17' 1" 4'2' 4-2" 32 32 2 2 2 - 3 2 - - 6'- z ' / 6/, 120',D201 -024o .024 025' 025' 7'- I" 3'-10' 3% W 25 25 Ye- 4' 3=10" S-10' 32 32 2 2 2 - 3 2 - - 6'-9' 2 I / 7/8 )2S' 025 D32' 0321, - - 6'9' 3-G' V-6" 25 25 IY-a" '3-'6' 3-G' 33 33 2 - - - 3 2 - - 7'6" 2 I I ' / 20• 7 / y )ze' 032.032 - - 6'•G' 3'-3' 3'- 3' 25 25 IS' D` 3'-3' 3'-3' 33 33 2 2 L.11- 8'•3" 2 q2" 032'_- - - - 6'-3' 3- 1' 3'- Is 26 2G 14'-6' 3-1' 3'-1" 34 34' 3 2 - - 3 3 2. 9=0' 2. 18' / 24' 9/10 140'040 - - - - a 1' 2-10' '- ' 2Id 26 26 14-0• 2-10' z -O" 34 34 3 2 - 4 3 '2 .9'9" 2 19.2'/ , 9 / 2-8 12-8 26 1 26 1 13-7 2'-8 2-8' 34 34 3 2 - - 5' 3 13 12 1 Io -c' 2 21' / , 10/1 NOTE: 2`C. 1 2'-6". 2G 2G 13'-4e 2'-6" 2'6" 25-6 g SHEET 6 er7 INCLUDE LL. 10,20 6 34 34 - - 5 3 3 2 II -O" 2 /34' /11 30 P.S.F. w1TH WIND SPEEDS OF 70, 90, 100 I 110 10M.P.M. �v\ WNNu Jrttu = ILA.) MPH. WIND SPEED = • IEJV MHH. ON SLABS N FOTIN0 OE''F� F e'x 042' 8' ON SLAB 1x.0 1 NSFQT 'x A42N 7 6 4 1.1-h• S.n.S. (a)- Ito S.n. S. To post •2-518o • - 1• S. R, S. (4)_ It• S. . a To DOST a S/0•B TO POST a 31810 T. [1Pen.len bolt,ahfll D1 Hlltl Y1lh 811t. AB II e•r0on etael or •01.1 TO POST • S/BAB TO DOST /B•M L.L. 30 • 7 3/4• CRBCD. ARCH 0R1 10 SLAB X B" (ALB ONFYT A S T AM[ On' • 7 3/4• CMBCD. 10. open 111uca p•uo co.0 .hall het be enc lo..d etch .AL1 LT.. of solid L.L 10 Y/ 2 . 3 . 3/t6• CTO. NAM 'X Sx n. for at, aaau fors...... •.. shear 12.f 12 ANCHORS TO SLAB Y/ 2•• 3•. 3/186 EAB(D. ANCHOR 0 FiG, (21.3W'4 Met STEEL.GALVANIIC . 3/16• STEEL STEEL CALVAMI • 3•. ]/16•STL. AI V. WA HER DL. YASNCn PLA CALV. MASHER DL 7 8 24 UoI -h S.A.S./BAB I., EMBED. A, B.' 1•)- ...S. OG P a s 121 -3(4'0 M. B.' To v 'B W1.100 aUB • 3/4. . 2 3/•• (wB[0. • t/7• EMBED. L.L.• ANCHORS 10 SLAB ANCNORS 10 SLAB EMBED. A.Bt - 20 30 W/ Y. 3•. 3h6' G r/ r. 3•.1h6• 31CCL CALVAMIIE YASNEa PLATE. B STEEL GALVANIZE WASHER PLATE. ®t Q M.S. 14)- It• S.M.S. TO DOST 1• - 1. S.M.S. • 1 )- 114 S.R.S. (•)- /t•'S. M.S. a /BAB 7 1/7• TO POST a(2)-5� x 7 ERBF TO POST • 17)- 7/BAB . 2 t/2• TO P05T1 t•S/Bee • 7 CREED. L.L.- 10 EMBEDMENT TO ANCHORS To C. EMBEDMENT 10 ANCHORS TO CTL. SLAB Y/1•c I'• Y/IN6 114' SLAB Y/1'A 2'a y/IPG X2'X v4' 3/16• STL.CALV. STt CAL VANIfE 3/10• STL.CALV. STEEL CALVANIZE WASHER PLATE. H[n PLATE. WASHER PLATE. WASHER PLATE. 8 24 14)- ITS.M la)- It• S.R.S. IO POST a TD 0051 a12)- L.L.. 1/••B t/••! a Y . 71) 30ERB CRT10 S Y/'1". 2• CRB[ORCYT TO CTC. Y/ 1•. 2• . 3/16• STEEL . 3/16' STEEL - WASHER PL, CALV. WASHER PL. F(a)- loo o P,l • 3/ED % B• ERRED. L.- 20 ANCHOR TEAM W/2"x3'x3/IG' -STEEL GALVNN ITE IIIASMER PLATE- 7 � Iia S. R,S w- : POST.• 318'1 x B1 EMBED. L L•30 •ANCHOR TO FTC. W"2")(3 513/16' 1STC[I .CALVANII[ L.L.-20 X 7' EMBED. ANCHORS TO CTG. 10/1 11W x -X 114• STEEL CAL VAME I[ YASNCR PIAiE. LE E" TABLE FOOR10TES: _7 1. 312" THICK CONCFETE SJ POSTS SHALL BE PERMITTED. POST 04ECTION FOR DETAILS 9 4 20. - JALUIE ISFDR 100 MP.K WIND. MIN. kL LIW15 FORI)Q N.PH. MAH. WIND. IIV MY.H. $'kD4i INSERT GENERAL MOTES AND SPECIFICATIONS: VvINu at-ttU • IEJV MHH. WINO Bull.tnp Code end the 1982 •dlllen oI the 41uelnw Con.trlctl.n OE''F� B' X .042' e'x 042' 8' B deea lndlll.n. toott.pl 10-414 /t,4 s.R.s. All • lr .hell Door an firs, nItUr•l 11-distb•d •esailm-l'p h (•)- , car tilled fill. 0.110, vertical *oil b1•rinp pro.•... • 1,000 P.S.F. s. Alt 11.11 .elsee 11 .hall be not -alp 961wnlead or electroplated she n 01. to ..s.T.M. A.448. C11da C. © To post •2-518o 121- 3/4.1 M. Br TD Post a hall e1 bolt .least., .1.. 1/16• .•ela.. D. T. [1Pen.len bolt,ahfll D1 Hlltl Y1lh 811t. AB II e•r0on etael or •01.1 121 -1*0x G'CONC. EMBED. A -B! - per 'I .C.B.O. C.R-NO. 482E A11 Pott• he naw 1 .In taus ea.er•t. or odds m.anc. er a Bolt el.00tsrl. L.L. 30 e. Each Intel ..ratio ..all bur .. lda.tlf,l.0 red Ol.tnp tna. n... ane •dd,.s. or lh*..nlr.ewt.,� .ulDh lo.a..nd nelo•.eu uy. 121• S/B'1 ME. AM[ On' B 10. open 111uca p•uo co.0 .hall het be enc lo..d etch .AL1 LT.. of solid W/I v16RXPXrTC STEEL CALVAMIIE WASHER PLATE. uto,..1. one the dealpn I .U. nave only be- applied to the hlr.ental era, of the lattice, ,after•, be,,,. etc. Par t.C.•.O. W/I IF16'1 STEEL -C RSHER n. for at, aaau fors...... •.. shear 12.f 12 O (21.3W'4 Met 8 L.L. 10 t2)-1'0 X G'Cow, EMBED. A, B.' OG - 121 -3(4'0 M. B.' • B • L.L. 20 (2).1'. X G'CONG EMBED. A.Bt - G (2) -518' 0 M.B ' B L.L.30 (2)-314' 1X8' EMBED- A.B.' ' IIV MY.H. $'kD4i INSERT I LC -BO- ES REPORT oN REPORT IVJ 5038 GENERAL MOTES AND SPECIFICATIONS: --ID 92 t. uwtn". '**TO- end -11 ..... •ra per the l.al 1t earon or the Wif.11 �m;� FOX ENGINEERING �,.,.d• �., JAMES M. FOX. STRUCTURAL ENGINEER •.•• TeuMM•.N Mo. oo.NaV, CALIFORNIA 00244 Bull.tnp Code end the 1982 •dlllen oI the 41uelnw Con.trlctl.n TTACiiED D TYFE COVER WISI MAX O.H. L. 10,206�OPSF WIND SPEED• 1006110M.PH. 2. iiuel. ea,na. •1lelnua •Ile,• or, be ..P.0 wue for thole shorn, P,ovld.. they .r r•OI1t•r•d 11th the Alu.l nu• A..oc/et Eon end neve •Duel or `r 121 - 314"1 M.B• 0..•ler t old end .pilot, •t,lnOtha: 3. u! co cra..n.0 hu• a .Iol2e en .......eltnh 11 .prn of 2.000 p...l.nConcr•lo .lee ..ell a. neve 31• alnlaw lhlcYn..1 one .hell be In B deea lndlll.n. toott.pl x G'CONC. All • lr .hell Door an firs, nItUr•l 11-distb•d •esailm-l'p EMBED- AB! car tilled fill. 0.110, vertical *oil b1•rinp pro.•... • 1,000 P.S.F. s. Alt 11.11 .elsee 11 .hall be not -alp 961wnlead or electroplated she n 01. to ..s.T.M. A.448. C11da C. e. iilela. fast ... to *hall be 2024-T4. All ether fast ... to .hall be ' 121- 3/4.1 M. Br ios'.I Ae lot and on.•.'dt..deaG'eue'plao ...nava hNot for'eoli. a hall e1 bolt .least., .1.. 1/16• .•ela.. T. [1Pen.len bolt,ahfll D1 Hlltl Y1lh 811t. AB II e•r0on etael or •01.1 121 -1*0x G'CONC. EMBED. A -B! - per 'I .C.B.O. C.R-NO. 482E A11 Pott• he naw 1 .In taus ea.er•t. or odds m.anc. er a Bolt el.00tsrl. e. Each Intel ..ratio ..all bur .. lda.tlf,l.0 red Ol.tnp tna. n... ane •dd,.s. or lh*..nlr.ewt.,� .ulDh lo.a..nd nelo•.eu uy. 121• S/B'1 ME. 0. All Ilea. p•rt.lnln0 to •e p11lleulae 1n1t•11•tlon 111.11 e• el ..led. 1.e., project. post •P•cl.g. raotlnp eat•I B 10. open 111uca p•uo co.0 .hall het be enc lo..d etch .AL1 LT.. of solid (21-3/4.1)(B1CONC.pllj:Ctm uto,..1. one the dealpn I .U. nave only be- applied to the hlr.ental era, of the lattice, ,after•, be,,,. etc. Par t.C.•.O. EMBED. A.B.' , n. for at, aaau fors...... •.. shear 12.f 12 I LC -BO- ES REPORT oN REPORT IVJ 5038 --ID 92 �m;� FOX ENGINEERING �,.,.d• �., JAMES M. FOX. STRUCTURAL ENGINEER •.•• TeuMM•.N Mo. oo.NaV, CALIFORNIA 00244 "'�N''m"' TTACiiED D TYFE COVER WISI MAX O.H. L. 10,206�OPSF WIND SPEED• 1006110M.PH. Ad(AIA-LATTICE PATIO COVER . (ALMM") 12r/ COMPANY L LAI ST. !602/278-622 92-19287 - __7 OF 12 NOTED _ K.K. LATTICE RARER " 3'XB'X.047' HONE NO CRACKS WITHIN 2=G' OF POSTS SWILL BE PERMITTED. POST SHALL BE SET BACK A MINMUY OF 4' FROM SUB, EX5 RE51 R.�pTf� X`.pRO PES\oENCE L M1%.OVERHANG 2p_ 40 4 OF RARER SPAN HEADER/ BEAM ATTACHED LATTICE 3"X 8'X.042' STRUCTURES TABLE 8 W/CHANNELINSERT I w \-- 3(2 THICK I SQUARE, STEEL CONC. SUB, OPTIONAL l TO RAFT. TO BEAM POST, SEE TABI POST HEIGHT MAX. POST HEIGHT FOR 512 1 !� 20 '0c ROOTING WHERE `� f 201 OCCURS, SEE L. TABLE '�S•1'. �. �_'Q tN Of Vin. I N�"A�0 ' 00113 THIS OPLM IATTICL. TIP( STRUCTURE MAY NOT OE CMCLOSIO. OPEN I ATTI(:F-TYPE MLALACor1A1 20 G L2- t2. StPJCtVQE COVNEPCLoo.. yT ATTACHED LATTICE / COMMERCIAL STRUCTURES TABLE 8 W POST SIZES AND FOOTING SIZES A IND N 11/18.5 /18.1/ 30.6 PS.F. UPLIFT = 14.35/24.2/23.7/40 P.S.F. w �S(y� POST SIZE FOOTING SIZE TO RAFT. TO BEAM 05 S MAX. POST HEIGHT MAX. POST HEIGHT Q x8' W 8Y - 7' 11'-0' 14'-G' 18'-0' - 7' 1 1'-0* 14-6" 1 18 -0' (21.014 SM.5 (2)•A 10 -IG (2)-1145 (2) • Wp -IG NO Su WISLAB NDSLAB WI SUB NOSLAB WISAB NOSAB W) SLAB O 70•g 3'50.x.062" 3'SQ.x062' 3'SQXA83' 35Q.x.083° 2-1 216, . I- • z 'x dTQ -C 3SQxA83' 35Q x.083' 3"50..x.125' 3'SQ %J88" XI x - 8• +0° 3-O'SQ IB! I.- -6 $P• SAT. 11 90-B 350.x.093' 3'54X.083" 354X.125" 3SQ.x.188" x119 IBtl 0' 3 Q- 3- 1 1 . N 90-C 3 SQ.X.125' 350..x.125' 3050. x.188" 3"54• x -11 •K 1B• • 114 WASHER .25' x 18• x 2 1 J 1/4 WASHER G SEE J TAeu foorNDrn, PLATE. ALUM. FASTENER CONNEC ON TABLE B BEAM TO RAFTER TO BE CONNECTION J 70-B 3'50.x.062' 3"S0,X062' 3'SQX.OG2' 3'SQ.x.083' WIND SPEED & EXP SURE ax w �S(y� 7Q -C 3'SQXOG2' 3'SQ.xOSS 3'SQX125" 35Q.x.125' p TO RAFT. TO BEAM RAFT TO BEAM �; 90-B 3'SQx0G2' 3'5Q.X.083' 3'SQ.X.121,' 3'50..x.125 L.L.• 20 PS.I. & 30 PS.1. og 121-014 S' -S 12 AIO-IG (21.014 SM.5 (2)•A 10 -IG (2)-1145 (2) • Wp -IG (21.014 SIN O 90•C 3'SQx.083' 3'SQ.X.12S" 3'SQA_188" 3'SQ.x.25, 4 314 TEKS EA. LEG EACH LEG 14 -TOTAL I X 3/4 TEKS EACH LEG EACH LEG l4 -TOTAL) X 314 TEKS EACH EACH LEG X 3/4 TEKS SAT. 11 l4 -TOT.) wn 12' SQ. x ( 4 .TOT.) 1 w2 SQ x LEG ( 4 • TOT) wl IU? SO• z t EACH LEG. / 4 -TOT) wN U2 SQ. x 114 WASHER V4 WASHER 1/4 WASHER 1/4 WASHER G SEE PLATE.ALJIM. TAeu foorNDrn, PLATE. ALUM. HTE, AWN. 1. COMCMEIC SLAG ([AISTIML OD MEM) COMPLEICLT SURROUNDS MCN FOOTINL. NARY GO61• 7. CONCx[lC SLA■ DOES NOT Ellsf AMD MO SLAB WILL RC CONSTRUCTED AS P Of THIS INSTALLATION. / FASTENER CONNEC ON TABLE B BEAM TO RAFTER TO BE CONNECTION J TABLE C WIND SPEEDTO a EXPO6l1F� WIND SPEED & EXP SURE WIND SPEED 8 EXPOSURE w 70 - B 70 C 90-8 90- C . p TO RAFT. TO BEAM RAFT TO BEAM TO RAFT. TO BEAM TO RAFT.1 TO BEAM L `_I L L.. 20 PS) 30 P.S.I. L.L.• 20 PS.I. & 30 PS.1. (2)-5/8'1' 121-014 S' -S 12 AIO-IG (21.014 SM.5 (2)•A 10 -IG (2)-1145 (2) • Wp -IG (21.014 SIN (2)-010-IG I4 EA. LEG l 4- TDTN- 4 314 TEKS EA. LEG EACH LEG 14 -TOTAL I X 3/4 TEKS EACH LEG EACH LEG l4 -TOTAL) X 314 TEKS EACH EACH LEG X 3/4 TEKS SAT. 11 l4 -TOT.) wn 12' SQ. x ( 4 .TOT.) 1 w2 SQ x LEG ( 4 • TOT) wl IU? SO• z (4 -TOTAL) EACH LEG. / 4 -TOT) wN U2 SQ. x 114 WASHER V4 WASHER 1/4 WASHER 1/4 WASHER PLATE.ALJIM. PLATE,ALUM. PLATE. ALUM. HTE, AWN. NARY GO61• ALLOY GOGITG NIDI GOW-76 ALLOY GOGFTG ;m' (�T77 AMO TTI Ax[ YS[ sox s cINE UEDo. n FO IIP(S �jT Ao0 '.' AAC US[0 fOx f0011 NL CONDI A. I.C.B.O. E.S. . _ 5 -IS 92 x) h KK CHANGEDSHTA 5 TO B iTm Lro r Twl. AN.T. EVALUATION _ . NOTED FOX ENG 1 N E E R I N Gam' "" BEAM TO POST CONNECTION 3' SQ. POST + ( 2) - 2'X G 1/2' TABLE C WIND SPEEDTO a EXPO6l1F� BEAM TO POST WIND SPEED 8 EXPOSURE TO BEAM TO POST a D J J 70- B � ® 0 D J J 70-B LJ L `_I 70-C zz (31-5/8'PN (3)-5/8' 0 70-C 'II (2)-5✓8'0 (2)-5/8'1' 90-B4 (3)-I/2'10 (3)-I/2'fi' 90.8 . (2)-5/8'0 (2)-5/8'0 90-C u (3)- I"O ( 3)- I"o 90-C (2)- I'Or (2)- I"%T ;m' (�T77 AMO TTI Ax[ YS[ sox s cINE UEDo. n FO IIP(S �jT Ao0 '.' AAC US[0 fOx f0011 NL CONDI A. I.C.B.O. E.S. . _ 5 -IS 92 x) h KK CHANGEDSHTA 5 TO B iTm Lro r Twl. AN.T. EVALUATION _ . NOTED FOX ENG 1 N E E R I N Gam' "" POST TYPES LATTICEPATIO 3' SQ. POST + ( 2) - 2'X G 1/2' NO. "` W.= � X .024' W / l 81-# 14 SMS. COVERms_I5282_REPORT 3'50L.POST+(2) - 2 A x G 1/2" JAITACHED �AKKJAM[s M. PDX• STRUCTURAL [NOIN[[R X .032" W I (8)-* 14 � &M.S. © 3'SQPOST +(2) 2'XG1/2' X 0 24' Wl (12)-014 S.M.S. © 3'SQ POST+1121 - 2'X G 1/2' 0000 Y■U■■ATN AO. ■OO■■Y, CALIFORNIA 00840 X.032' W1 (12)=014 S.M.S. ;m' (�T77 AMO TTI Ax[ YS[ sox s cINE UEDo. n FO IIP(S �jT Ao0 '.' AAC US[0 fOx f0011 NL CONDI A. I.C.B.O. E.S. . _ 5 -IS 92 x) h KK CHANGEDSHTA 5 TO B iTm Lro r Twl. AN.T. EVALUATION _ . NOTED FOX ENG 1 N E E R I N Gam' "" LATTICE - TYPE LATTICEPATIO NO. "` W.= � MMERCIAL STRUCTURESALUMA COVERms_I5282_REPORT JAITACHED �AKKJAM[s M. PDX• STRUCTURAL [NOIN[[R L. B 30 PSFY ND SPEED & EXP055URE AIUM/NUM COMPANY5038 ��1NcaLN 0000 Y■U■■ATN AO. ■OO■■Y, CALIFORNIA 00840 B 70 Ci 90 B V 90 C f sr. rsozlzze-szz4 p of L/ 1 FREESTANDING LATTICE / COMMERCIAL STRUCTURES TABLE IA' w •WUJ POST SIZE AND FOOTING SIZES WIND 11/18.5 /18.1/30.6 UPLIFT 14.35/24.2/23.7/40 9�F i3. POST SIZE -.FOOTING. SIZE rF9S°tN Ir ' K-^ (6 6 MAXIMUM POST HEIGHT MAXIMUM 'POST HEIGHT y sEf pec\s� w 81 711 IIS 0� 141-6' 181 0" wsu81-sue' tile-w0isue NOS -AD No sue-Olf sue a • s/y%e�` _ 7O-8 3'50,x.OG2- 3"50.XOG2' 3"SO-X083' 3'SQ.X.083' 2`4 TE y LAI 3.2in X2-_10, . 0/• 7 -C VSQX.083' 3'54.x.083' 3'54•%.125' 3'S4xJB8" I 3.2 54 11' Ito . _ v ti q{ a 30-8 3'50.x.08)' 3'SO.x.m" 3'SO x.in- 3 SO.x JB8' I Ia, IT•'_. - - IQ a 3,-B"SO. • I. �4XIR- G a- O Air - 90 -C YSO.X J25' J 50.X-.186' Y SQX.25' 3 SO.X.IB6 -4 18'!,' 3%7 S4 16 ! 3-11 IB u 4gi�'-2 ESQ B' - aj J - t , LATTICE SCE TMlS ,. I� LL 70-8 3'SQ.X AG2' 3'54.X.062' 3'5QXOG2' YSQ X.OB3' 2'4 IB - If -9 x -G, ' TI 'Ir -MAX. - to 70-C VsQ.x.or.2A 3'SQ-X.083' 350 x J25' 3'S4.x.125' ''1 '- , . ' X x �B• x _ 3z �B• ` OVERHANG �- HEADER - - ''Iw a'' - 1 90-8 3'SQx.O6Y )'S4 X OBS' 3'S4XK25' 3'54 x125' `9 _ n )'-O' I - ` SEE TABLE A F x . z -I I' SIZE, POST APA • '` a' - O _ , .• H _RAFTER, - FTG. SIZE dNiN. No. - ?e, Z • t'T 90'C 3'50•X.125" 3'SO.X.125' 3"s4.XJ8B'a )'5Q.X .2S' T x - - - ' 13'X B'X•042'1 - OF POSTS. r J41 . ,.. .. J - POST: SEETABLE SHTS 9 610 FOR A, - 31 THICK CONC. SLAB t OPTIONAL SIZE. SS SP SABt' . . • , holt ro0t.orEf1- T,` PO.Spt 0. 6•� /vP - ' I. •CONCRETE SLAB (Et ISTINC OR .EN) CORPLCTEIT SURROUNDS' at..IDoll.&. '•./ '0' \p t�'•. /r�(S' - - - 1. CONCRETE SLAB DOES .01 ERIST 1R0 R0 SLAB HILL BE CO.STRUCItO IS RRRI - r - - - •TNG 69/ t V►•P PO _ -•• �'' 'fit TgEiJNSTALLAT m'. ' - - I I • p0,'t c' 0 t^� N t'J� NVyO ^ _ `•. .. T ..r / r - ... • - r,r ' a. ' .' - 1 NOTE: NO CRACKS WITHIN�Ltrt6t 1/ytTity 2'6"OF POSTS SHALL BE \ )o D_ • . G' a �, - �.. f ,; * - PERMITTED POST POST SHALL \ yLPI tl•�" r*: . .: S . _Y; '+r . - * . /,, . d BESET BACK A MINIMUM FTXTIING FOP OF 4' FROM EDGE OF SLAB• t v , SEE TABLE '.�, w r THIS DOEM LAIIICE-)TOE'5TRUCIUAE RAT MST BE ENCLOSED. - ,.tf' • n - , a .. - BEAM TO - r-. - - - ,. ♦,. WIND SPEED 8 EXPOSURE ...WIND SPEED 8 EXPOSURE _ Q 7C - B 70-C 90-B :,90-C •^ ~ TO RAFT. BEAM TO RAFT 10 BEAM TO RAFT. ITO BEAM,I M RAFT.1 W BEAM t 'T L.L: 20 PS] IL 30 P.S.I. L.L.. 20' 'P. S.I. b 30 P.S.I. J t2•-•145MLS /21-0 10 -IG 121 -II 14 SM.5 (2)-a 10-1G 121 •014 SM. ' -FREESTANDING (2)-014 SM OPEN LATTICE -TYPE PATIO COVER EA LEG x 54 TEKS EACH LEG X 3/4 TEKS EACH LEG X 314 TEKS EACH LEG X 3/4 TEKS `,(a-IOTALI MAXIMUM PROJECTION 1 4 -TOTAL 1 EACs LEG (4 -TOTAL) EACH LEG 14 •TOTAL 1 EACHLEG. 14 J... W/IIVSQ X + (. 4 -TOT. 1 W/IU2 So.X l. 2. IRt•in•t• •Twin.. alloys •h be for •nosh. we - 1 4- TOT 1 WIIY2 So. It t,�- 14 . TOT ) W/1U250 X - LATTICE _ •2 V4 WASHER • • •.` a.�` E r' 1/4 WASHER SMT, II X H. - PLATE, ALJAA. MAX. O!t PLATE.AWM. 4 PLATE. AWN. good condition. A. All Ioaings ah,tl but on fins nstunl un-d!:t1 b 0 •ell o .. ttlled fill. Oea e'" r•relc., •.11 bur inor :;.r• . 1.000 A.s.r.r PLATE,AWM. t✓ •.t * xt rya ALLOY GOWTG - ' AHOY 6061I.T6 _ - -. 1� .� + ., a �, . • - , BEAM/LEADER .. '. �.r RAFTER a y • - If r• Y _.. + .r It .: •- _ - �• edge dlatanc• ore Delt dl•.•t•r•. , - .. ., e. [Kh Iwlal lot len shall bear an identifying tag gl,ing the n •N and . .. -., .BEAM'/HEADER ... T _ ,•' 4 ..r -Y 3'50 W/SIpElETS y,, y, ,• ,.t - TYP + - .. i-'��- L , + airy t h r ; • ' FASTENER CONrRIfTION, TABLE TABLE B BEAM TO RAFTER "EAM CONNECTION 'Aj WIND SPEED 8 EXPOSURE ...WIND SPEED 8 EXPOSURE _ Q 7C - B 70-C 90-B :,90-C •^ ~ TO RAFT. BEAM TO RAFT 10 BEAM TO RAFT. ITO BEAM,I M RAFT.1 W BEAM t 'T L.L: 20 PS] IL 30 P.S.I. L.L.. 20' 'P. S.I. b 30 P.S.I. J t2•-•145MLS /21-0 10 -IG 121 -II 14 SM.5 (2)-a 10-1G 121 •014 SM. (2)-M10-16 (2)-014 SM 121-010.16: 90-C (2)- 1'0 EA LEG x 54 TEKS EACH LEG X 3/4 TEKS EACH LEG X 314 TEKS EACH LEG X 3/4 TEKS `,(a-IOTALI EA. LEG 1 4 -TOT.) 1 4 -TOTAL 1 EACs LEG (4 -TOTAL) EACH LEG 14 •TOTAL 1 EACHLEG. 14 • W/IIVSQ X + (. 4 -TOT. 1 W/IU2 So.X l. 2. IRt•in•t• •Twin.. alloys •h be for •nosh. we - 1 4- TOT 1 WIIY2 So. It , .. 14 . TOT ) W/1U250 X - aRtH.o,batIt,t.d - a - a,., !fiat •re r•gl•t•r•d un en• Alwm.. A•.oeleu.n and nada •dU•1 or .... 1/4 WASHER i,, V4 WASHER • • •.` a.�` I/4 WASTER '•^s 1/4 WASHER SMT, II ... ••T PLATE, ALJAA. PLATE.AWM. PLATE. AWN. good condition. A. All Ioaings ah,tl but on fins nstunl un-d!:t1 b 0 •ell o .. ttlled fill. Oea e'" r•relc., •.11 bur inor :;.r• . 1.000 A.s.r.r PLATE,AWM. ALLOY GOGI_TG S All'stest .•.Dar• • .11 be net -dip g.lvnlue or .I.ct;.P1.bd .fid ` ALLOY GOWTG ALLOY GOWTG - ' AHOY 6061I.T6 - - -. 1� .� + '• e. fast... r. .1!•11 be 202•-T.. All .t Iasi... r• •hall be - 961..11ue steel or c•dNiva Plated. All bolt. en•ll conrola t. 1, A -00r ane hu• •tand.r. Cut Plata ...fist.. Not •• far Dolls . - n•11 D• bola elawtsr Bila 1/l1. .aims - 7. [roan•lon bel t• *hall be Nllll N.E. Belt• NO 11 core.. steel a ....l , • - Per t.C.O.D. E.R.N.. •627. All bell. .halt n••• • .This.. C01 -It' " - �• edge dlatanc• ore Delt dl•.•t•r•. , - .. ., e. [Kh Iwlal lot len shall bear an identifying tag gl,ing the n •N and 4 '4 3 V2'THICK CONC. SLAQ OPTIONAL Lr-J ti- , :• ,.. � .. ., ry ;';- � , ' �,� rt" � - err, ,. 1. Ago Til ARE USED to! olt Nc CONDI N. m ,-. t% NO . 1 / DS.. . ...... A E BEAM TO POST CONNECTION ' .. - TABLE C WIND SPEED 14DFOSURE BEAM BE TO POST WIND SPEED & EXPOSURE TO BEAM TO !'OST • 70-B ' :' t O - 70-B J ❑2 70-C (3)-5/8"0 (3)-5/8' Df. 70-C (2)-w9f (2)- ".0f 90-B (3)-1/2',0 (3)-1/2',W CROSS-SECTION (2)- 5V8'0 90-C'. (3) I"Jd (3)- 1"Or 90-C (2)- 1'0 �, ,e CE.ER.t NOTEs 0.0 SPECI r........ T �' .'.. y' - 1. Alu•llw� ea•Ipn •.a at r••••• •-pe, tna 1•t••t ..Ill on attheUnit- r•dIt,- t --y .. soul ldlnp Cod. And t.. 1... o/ lb, Alwlnw C ... arocllon -. ♦ - - • v + " � l. 2. IRt•in•t• •Twin.. alloys •h be for •nosh. we - • , .. - aRtH.o,batIt,t.d - a - a,., !fiat •re r•gl•t•r•d un en• Alwm.. A•.oeleu.n and nada •dU•1 or .... i,, ' • • •.` a.�` '�� or .ter 11.1e and illi luta' tranathe' 1. All C.n rel• shall Nsa . NINE t28 2e eq c..en•.lo• •t ... gin or 2.000 M 4 ... ••T ' P.a.IL. C.•c ate also .hall nee• 2{. .lnlwa Mlean•.. ane .hall De In good condition. A. All Ioaings ah,tl but on fins nstunl un-d!:t1 b 0 •ell o .. ttlled fill. Oea e'" r•relc., •.11 bur inor :;.r• . 1.000 A.s.r.r - S All'stest .•.Dar• • .11 be net -dip g.lvnlue or .I.ct;.P1.bd .fid ` - ' - Doter. to A.S.T.A. A -Ne. Cr•d. C. :twin.. - - -. 1� .� + '• e. fast... r. .1!•11 be 202•-T.. All .t Iasi... r• •hall be - 961..11ue steel or c•dNiva Plated. All bolt. en•ll conrola t. 1, A -00r ane hu• •tand.r. Cut Plata ...fist.. Not •• far Dolls . - n•11 D• bola elawtsr Bila 1/l1. .aims - 7. [roan•lon bel t• *hall be Nllll N.E. Belt• NO 11 core.. steel a ....l , • - Per t.C.O.D. E.R.N.. •627. All bell. .halt n••• • .This.. C01 -It' " - �• edge dlatanc• ore Delt dl•.•t•r•. , - .. ., e. [Kh Iwlal lot len shall bear an identifying tag gl,ing the n •N and Ago Til ARE USED to! olt Nc CONDI N. m ,-. t% NO . 1 / DS.. . ...... A E BEAM TO POST CONNECTION ' .. - TABLE C WIND SPEED 14DFOSURE BEAM BE TO POST WIND SPEED & EXPOSURE TO BEAM TO !'OST • 70-B ' :' C O - 70-B J ❑2 70-C (3)-5/8"0 (3)-5/8' Df. 70-C (2)-w9f (2)- ".0f 90-B (3)-1/2',0 (3)-1/2',W 90•B (2)-5/8'0 (2)- 5V8'0 90-C'. (3) I"Jd (3)- 1"Or 90-C (2)- 1'0 Ago Til ARE USED to! olt Nc CONDI N. m ,-. t% NO . 1 / DS.. . ...... A E .• - ` IGBO. ES. _ - ...,7.26.92 ID IS KK. CHANGED SNT.4[GT09 sLm +Am A.ra �•n T. er-,o FREESTANDING LATTICE -TYPE g1�1/q-LATTICE COVER =9OF EVALLWT)ON ..NOTE.FOX ENGINEERING TAx mato COAAvERCIAL STRUCTURES REFOR7 NO.K K. JAM[e M. /OI[, BTRYCTURAL lNOIN[[R. L.L-20 L 30 RSF(As AIi' BY►5018 r HIND sPEco s ExPOsui1EyALLEY, ALIIAMA-f COMPANY uN TK/N6KAYK Ne. OOWKIT. CAUIONi1lA NBT•• - 70.8 7O•C908 d 00•C)278-6221 •aero•• er the ••nul.ctur•CN dulgn lwea ane nc loub111 era • - ... .. g. All /teas P.ft.Ining to ueh wrtleul•e en•t•l Toa Ton "!'" 0. elrcl.d. . 1.•.. ).Dung ��• ;,•117:, 1, S': : ��b 'a „ .. - Proleel. Peet •paeing. detail. etc. . l0. own lett l<a o.tlo ees•r shall not De eneloe•d .lth on, type or •elle - • /V� %. c wbrl•1, ane the deal:. leads nes• only been applied to the nor•o-al • Prole& tee •r•• at!M bttlw, of Nr•. be,.*. see. oar LC.l.D. - • r/� ' :' . Mt - - - it. ter a•t.0 shot 11 12. ��- Y / '4: I •. $' , all tars r.nc.•.... of - .. - y:� It .• - ` IGBO. ES. _ - ...,7.26.92 ID IS KK. CHANGED SNT.4[GT09 sLm +Am A.ra �•n T. er-,o FREESTANDING LATTICE -TYPE g1�1/q-LATTICE COVER =9OF EVALLWT)ON ..NOTE.FOX ENGINEERING TAx mato COAAvERCIAL STRUCTURES REFOR7 NO.K K. JAM[e M. /OI[, BTRYCTURAL lNOIN[[R. L.L-20 L 30 RSF(As AIi' BY►5018 r HIND sPEco s ExPOsui1EyALLEY, ALIIAMA-f COMPANY uN TK/N6KAYK Ne. OOWKIT. CAUIONi1lA NBT•• - 70.8 7O•C908 d 00•C)278-6221 ATTACHED LATTICE / COMMERCIAL STRUCTURES w IOD B 352x.069' POST SIZES AND FOOTING SIZES WIND - 22.3/37.G/27/45.5 UPLIFT- 29.2/45. 91x3.8' .X3=4' POST SIZE wi3�1r FOOTING SIZE m p MAX. POST HEIGHT MAX. POST HEIGHT 3 w 8'- 7" 110° 14' G" 18'- p„ 8' 7" 11-0. 14' 6 i 8%X 121 -U4 -W TEK5, EA. 110 C 3 oII.%.125' '50.x.188 3'SaX .2S' NO SUB WISLAB NOSLASIIWISLAB NOSLAB IWISLAB NO Sul 3.756X.18 3=2' Y -7§1X 15' j5flx 6►1(S 9' ' G 100 B 3-SCLX082' 3-M1(J25' 3'52X.188' 352x.199' '-296XJ8 0X2110 SSSQX6J0XSe 3=656x 1)(34' 3.1154X1 N 2 100 C 3'50.x.12V SSO.XIBB' YS6X IBB' 31!2'52x188' 3456X.8 30' '45( Wg&X 314' WltaXIS 801178" 4=Tx1 J 110 B 3'50X125' 3-S0.X.125- YSaX188' 3'S6.x.25- 3.4' 18vx3'•03'•756X8 3=4` 1 81/(38" 4'-27Sax N 110 C YS0x12S" SSQXJ88' 3.50.x25' 3.2'56x25' 3'7 x 18)x3'-2. Td XS WiX35' ••290XW 'X39' '4'41X1 J J TABLE A FREESTANDING LATICE / COMMERCIAL STRUCTURES /59.5 o POST SIZE AND FOOTING C17Cc a/Inln . 00 N IOD B 352x.069' µ{ cr POST SIZE h ash MAXIMUM FQST 'HEIGHT Ze w g-7� II' -0" 14'-G' 18,-0' -0 W1 SLAB 91x3.8' .X3=4' 100-8 3.50.x.083" 3'56.X125' S5Qx.188* )•50.X189" wi3�1r 53.x.188' 100-C S•SCLx.l25" 3"50.X.188^ 3'50x.25' 3u250x18E 19k4Vill 1X3-11' 110-8 750.X.125" YSax.125. 3'50X.188" 3-S0 X.25' 18.x4.0 2 - IIO'C 3`50.x,125' 3"54x.188' 3"50.x.25" 512'32x21 N IOD B 352x.069' 3'50x.083• 350-X.125' 3-SO.x.188' 3. 1090x ➢x -B' 3'256XJBW0x2=10' 3;0=Ef &x S2 YgbQX .X3=4' 2 IOD C 3'50.x!25' 550x.®8- 53.x.188' 111250x(99 '1.96%86°X30' 9snx1�l8"iX3.4'4'-I ! 181FX3'-�' =a 1X3-11' rO 110 B s s" Os " 3' S0. X.125' 3 5071.789' 354. X.188' '•2'31x18 gq(210' 3541 16sX }O' .l6 X 3 51196 8%X 121 -U4 -W TEK5, EA. 110 C 3 oII.%.125' '50.x.188 3'SaX .2S' 31250x25' 3.756X.18 3=2' Y -7§1X 15' j5flx 6►1(S 9' ' G 4 0 J J l4- TOTAL 1 LEG' 14 -TOTAL) 1 4 -TOTAL) 1 LEG. (4-IOTALI 1 4 • TOTAL) LEG. (4 -TOTAL) NOTE: REFER TO SHT. 8 $ 12 FOR CROSS-SECTIONS 8 DETAIL CONNS. un[ r6oTNOnsI T. CONCAEIC SLAB (EXISTING OR NEW) CORPLITELT SURROUNDS NEW FOOTING. 7. CONCRETE SLAB DOES NOT 11191 AND NO SLAB WILL BE CONSTRUCTED AS PART 0/ 1MIS TNS TAL LAT on. FASTENER CONNECTION (ATTACHED81FREESTANDING) TABLE_C_ BEAM TO RAFTER TO BEAM CONNECTION a WIND SPEED & EXPOSURE WIND SPEED B EXPOSURE IOO-B 100 B 100 C 110 B 1 110 C w TO RAFTTO BEAM 70 RAFT TO BEAM TD RAFT 170 BEAM I TO RAFT. I TO BEAM LL 131 1"r .B.' (A L.L- 20 PSF 8 30 P S.F. L1. ' 20 P.SF 8 30 P.S.F 1p 121-14 S.M.5121-114-14 EA. LEG TEKS, EA. 121.14 S.MS. EA. LEG 121 -U4 -W TEK5, EA. 121.14 SM.S. EA. LEG 121-114-14 TEKS EACH 12144 SM.S.(2)-114-14 EA. LEG TEKS, EACH 100•C 3-30.x.125' (4 - TOTAL 1 LEG. (1 -TOTAL) l4- TOTAL 1 LEG' 14 -TOTAL) 1 4 -TOTAL) 1 LEG. (4-IOTALI 1 4 • TOTAL) LEG. (4 -TOTAL) SHT II 110-C YSQX 188' 3U2rS0X.18f 3'S0X 188` 131- X.2! J % .•f W B. o1 in, nPr•ct.11r, aolPh lo.e• ..0 •nc l ... bllll,. All Ib.• puNln ln9 l0 11cn oil llc.11r In•tH 1•tlon 11.11 P. cl rel ee. 1..., orol.c t, 0011 •p.c lnp^ Ioollno 0.1.. •tc. 11 - J OP•n 11111<• P.t 1e co..r • .11 not be 1.11;110 .Ito .nT trp. or loll° uM ..l•rl•1. • a the e..lOn loseo n1 only P1.n 1;511.° le the n orol•c t•a .,•• or tn. 1•11lt.. ".•r t•n. Pe•.•, etc. Pot -Co, '011.1 1•. '''• ... ) � 40. tett `� 11. fo r II 0°1.11 ,°1011.111. 11• Snl.l II of 12 I 0x( a FREESTANDTKsTTAJ3LE BEAM TO POST CONNE IND�� TO 2 SAM TOT (POST 8 IOO-B (3)-518"'m(M.Be (3)•3141"M.8' 11 LL 100-C CA (31-314VM. B' (31-4gNM.Be Q I IO- B 131.3/4VM 81 LL 131 1"r .B.' (A N 110- C 131 -I'M M.S., 131 I"# we M J 110-0 J J 3'50x.083"' J I 0x( a FREESTANDTKsTTAJ3LE ED .� 1015.92 IOSURE M BEAM TO P05T 4lu.l1U. 0.11 On .-L •'• P., the I.I.II •dltlon or the Uhlfer. Slit II 3HI II 100-B (31-4gNM.Be (3) WIN kas 100-C 131 W0M. B.' (31 MMB! I IO -B (3) 31q A(IA Be 131 314 0 M.0 110-0 131 I",# MB• 13) 1.24 M.B• N .� 1015.92 G(N[RAL 00115 AND SPECIFICATIONS: J STRUCTURES ALUMA LATTICE PATIO COVER COMMERCIAL STRUCTURES gN.tn92- 19287 COMMERCIAL (AS AtI BY1 L.L• 20 A 30 PSE. VdL l FY dLUM/NUM COMPANY WINO SPEED a EXPOSURE • - 00-8 , 100 •C, I10 -B Li 110 C W. LINCOLN ST. (6021 278-6224 .M� IQ CF I? 4lu.l1U. 0.11 On .-L •'• P., the I.I.II •dltlon or the Uhlfer. J 7. tRu.l. •,n•t• au.lnu. •)lith . T l.... For !now ehe.n, Pro.l e11 A I... en•r .r. r•91•a,•e .nn the u..ln.. .I•otl•uo. •ne n... .0.11 or 1. 9rut-r 1111° .nd ulllot. •lr.nOtnl, All o r•t• 1^111 n•.• • .Inl•u• 76 do, co.prel.ly •lr.n9th of 2.000 P.I.I. C11111t• 111b .1.11 ha.• II• .Int•.. tnlcl.e..• 1ne th.l. be I. LL. ICO -B YSOx.OG9" 3'50x.083"' 3"56%125' 3150x.188• N 100•C 3-30.x.125' 3'50.x.188" 3'50.x.25" wsw-1se nQ2 110- B 3'.50x.083' 3'56.x.125' 3.501.188' 3'SQXIB 1vI 110-C YSQX 188' 3U2rS0X.18f 3'S0X 188` 131- X.2! J % .•f W B. o1 in, nPr•ct.11r, aolPh lo.e• ..0 •nc l ... bllll,. All Ib.• puNln ln9 l0 11cn oil llc.11r In•tH 1•tlon 11.11 P. cl rel ee. 1..., orol.c t, 0011 •p.c lnp^ Ioollno 0.1.. •tc. 11 - J OP•n 11111<• P.t 1e co..r • .11 not be 1.11;110 .Ito .nT trp. or loll° uM ..l•rl•1. • a the e..lOn loseo n1 only P1.n 1;511.° le the n orol•c t•a .,•• or tn. 1•11lt.. ".•r t•n. Pe•.•, etc. Pot -Co, '011.1 1•. TABL E /27/45.5 UPLIFT -232/49.2135.3/59.5 II' -O" 1 14'-G' I 18'- 0" NO SLAB JWI SLAB IND SLAB IMOSLAS lWiSLAB INO SL NOTE REFER T6 SHT. 5 d 12 FOR CROSS-SECTIONS & DETAIL CONNS. � tm�� TING OR NEW) CORPL[TFLT SURROUNDS NEW FOOTING. S N_ EXIST AND NO SLAB WILL Of CONSTRUCTED AS PART Of T.15 INSTALLATION. 4'. ASSEMBLY INSTRUCTIONS FOR FASTENERS TO WOOD STRUCTURES: LAG SCREWS - LEAD HOLES FOR LAO SCREWS SHALL BE BORED AS FOLLOWS: THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 75 PERCENT IN WOOD AMU A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE 'LAG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITHA WRENCH, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE LAG SCREWS OR IN THE LEAD HOLES TO PAC ILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. MOOD SCREWS - LEAD HOLES POR WOOD SCREWS LOADED IN WITHDRAWAL SHALL HAVE A DIAMETER EQUAL TO APPROXIMATELY 70 PERCENT OF THE MOOD SCREW ROOT DIAMETER IN WOOD. LEAD HOLES FOR WOOD SCREWS LOADED LATERALLY SMALL BE BORED AS FOLLOWS: THE PART OF THE LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER Or THE SMAKKAND THAT RECEIVING THE THREADED PORTION SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. THE WOOD SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A SCREW DRIVER OR OTHER TOOL, NOT BY DRIVING WITH A HARMER. SOAP OR OTHER LUBRICANT SMALL BE USED ON WOOD SCREWS OR INTHE LEAD HOLES TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE WOOD SCREW. I.CHO E.S. E\/�Ll1AT10N REPORT N0. 5038 .� 1015.92 G(N[RAL 00115 AND SPECIFICATIONS: •oh.1 STRUCTURES ALUMA LATTICE PATIO COVER COMMERCIAL STRUCTURES gN.tn92- 19287 COMMERCIAL (AS AtI BY1 L.L• 20 A 30 PSE. VdL l FY dLUM/NUM COMPANY WINO SPEED a EXPOSURE • - 00-8 , 100 •C, I10 -B Li 110 C W. LINCOLN ST. (6021 278-6224 .M� IQ CF I? 4lu.l1U. 0.11 On .-L •'• P., the I.I.II •dltlon or the Uhlfer. 6.110110 Cod. .nd the 1982 1dLti.. .r the Al..ln.. Con.lructlen 7. tRu.l. •,n•t• au.lnu. •)lith . T l.... For !now ehe.n, Pro.l e11 A I... en•r .r. r•91•a,•e .nn the u..ln.. .I•otl•uo. •ne n... .0.11 or 1. 9rut-r 1111° .nd ulllot. •lr.nOtnl, All o r•t• 1^111 n•.• • .Inl•u• 76 do, co.prel.ly •lr.n9th of 2.000 P.I.I. C11111t• 111b .1.11 ha.• II• .Int•.. tnlcl.e..• 1ne th.l. be I. A. 9oo1cone/t lel. all foot 1101 1.11 .... on ft'.. n•Wr.l .n-dL,tlfbld •oil N, S. •,11'110 rill.' 01.19. r•rtic.l .oil bo,tI.9 Pro..t• . 1.000 p.S.ro• All .t,,l ;,;be,.. hilt b. not -dip 911:..1110 o, •L.tlr.Pl.bd old L B. conror. to A. S. T.N. A••.fi, 41.0• C. .l u....• 11.11 to202.-1.. all ot..r I AI...1. 1h.11 be 911:In 1110 c.e•I u. PLI.e. all B-!h lt• 1^111 onfo11 to r• 1 A- A,S.T.N. A-lpl .neon .1.10^0 cul P11t. 1h.11. Nol.. For Poll• e• Poll °1.•.111 plue T/t6• ...1...l 7.. L^111 .oln.lol Poll• In.11 be Neal Role Roll; 90 11 C•,Pen •,..1 0 ..1 6. P•, [C.O.O. L.R.01. 4627. All bolt. Inlll he.. . .it$... conoa.t. •do. 1111.^'• or 6 P.11 01•.•11,1. [•ch Ito1.111t ton 1^•11 be., •n 1d.nllr,i.9 t•9 91.1.0 an• he -do,,., % .•f W B. o1 in, nPr•ct.11r, aolPh lo.e• ..0 •nc l ... bllll,. All Ib.• puNln ln9 l0 11cn oil llc.11r In•tH 1•tlon 11.11 P. cl rel ee. 1..., orol.c t, 0011 •p.c lnp^ Ioollno 0.1.. •tc. 11 - /0. OP•n 11111<• P.t 1e co..r • .11 not be 1.11;110 .Ito .nT trp. or loll° uM ..l•rl•1. • a the e..lOn loseo n1 only P1.n 1;511.° le the n orol•c t•a .,•• or tn. 1•11lt.. ".•r t•n. Pe•.•, etc. Pot -Co, '011.1 1•. '''• ... ) � 40. tett `� 11. fo r II 0°1.11 ,°1011.111. 11• Snl.l II of 12 I.CHO E.S. E\/�Ll1AT10N REPORT N0. 5038 .� 1015.92 FOX ENGINEERING �`1O' �Aw[s M. /Ox, STRUCTURAL [NOINElR ��� "" er•' 1119 TBLIGMAPN 1111. "INSIST. CALIFORNIA •BBA• ,Ars .o,l •r• STRUCTURES ALUMA LATTICE PATIO COVER COMMERCIAL STRUCTURES gN.tn92- 19287 COMMERCIAL (AS AtI BY1 L.L• 20 A 30 PSE. VdL l FY dLUM/NUM COMPANY WINO SPEED a EXPOSURE • - 00-8 , 100 •C, I10 -B Li 110 C W. LINCOLN ST. (6021 278-6224 .M� IQ CF I? .NONE --_K.K {--3 0'-}- - - 2.75'. I R-.05' R'.OS' �20c 3.0'� T 2.0' STEEL 3' r L-7'x4'X 314•x0'-3• x.044 ..t:2S' I R•.05' R..OS' I}--1.5' - EA. SIDE( 2•TOTAL) STEEL POST �1I/2 $Q. LATTICE TOR TICE-TYPE, SM 2 L- 7.LATATxr.X 71 B'x 0'-i Ft -05, 3.00.MINIMUM EA.SIDE ( 2 -TOTAL) TI• Urn Tc: - wIE . x 2 S.FF.S R7A CEO, .) 7 I REFER TO POST 6.5' EA. RAFTER(TW.) BASE THE . TABLE -� FOR THE TYPE OF I 14 GA. STL % 8 2 STRUCTURE SELECTED -" CHANNEL SEE TABLES 1.0' .1.5' DIB' 8.0• AINSERT TU FOR TFR3 CKNESSES 024 - - --- L A 3 T M A-36 G.5' 042 I 3' SO. POST T 11 ,r SEE TABES ,- 1 FOR THICKNESSES .024• 1.75' RAFTER ,I.032' - _ SEE (ARLES TrP. I � FOR USE AS - RAFTER. L,All 7 i - _SIDEPLATE CANCRETE ANCIIORS L RAFTER 1 REFER 101051 815E 3004 - H 36 EA. SIDE _ BTYPE OF LE THE 3004-H]G 3004-H3G _ :[ 3004 -MSG RUCTURE ALUMINUM - - ALUMINUM - .,[ ALUMINUM ALUMINUM SELECTED. BEAM/ HEADER W/CNANNELINSERT I RAFTER(2).POST W/SIDEPLATES 3 1 Y2 SQ LATTICE 4 LATTICE 10 RAFTER CONN. 5 DBL. ANGLE )OST BASE CONN. G NOTE: a ... roA s... or srlrruce/•Areca v[•n, - sEE -011 ea[ [oa..ECIN IlMs. )LEADER 4:2*WBEAm 1 . 7' k 8'X.042' WIINSERT Pixi SIZE 6 HOOF FASTENERS / A. B.$N I - 6 I12" 3'X8'x C142*RAFTER 1�' 2L2' U2'• U. b.0 EA ANGLE r SEE CONNECTION TABLE FOR THE PARTICULAR PATIO COVER OR R(XF STRUCTURE SELECTED. -}'--2 7/8 -..... -� 8"RAFTER RAFTER (J 24'0.C. } �- _ i WI STO WASH R. '• '0` 090' THK �+ 2410.C. r W I WASHER PLATE 'i: • 11/2" y I u: roa suE or snrra[a/•(seta au[, J-3x3z5/16x0-3 .040° W63 -t6 ALUM SEE TABLE SHL 2 I' �EA SIDE GRAFTER TYP .040 3004-H]G AL1X4. I , s[c vos eAs[ coaacn Loa rveus. I/ ' Il2' 121 TOTAL N1Al ALLOY _ TYR 7YP r 6041-T6• THK spySCREWS { STLIA3G 2 - - " -- 60G3 -TG OR -- r QED IN DETAILS e4 �t BE �CENTERUNE • - - - 3004 - H36 17/8 I I I - W •� . -, 1 1/2'MUI. EDGE %2 BEAM/HEADER:, I ALUM. ---}pSTANCE, FASTENER, PER i" -t' - i �. . _ • '' GODS •T G OR L I , TYP. DETAIL L.L.L• 10 3004-H3G 4 2V I (31-51BYMR . 1 °M •- II`` I•i • .A� ._.. •. TL i i N. _-. - L - L.L.. 20 B 30 ALUM -ALLOY 60GI•TG •�•- [' - L l --- i 9' - 2121 I 131 •112"FM.B. 3'x2'- �53'x 2' 24221• 62•RAFTER , SHEXA'X. BEAM - ------ .�'_, 1�' xu4 ' W/CHANNEL INSERT 'I SIDE I POST. a .NOTE. �•., 1 , . z •- SEE VARIOUS DE TAILS SIDE POST A.S.T.M A-44GIF1-40 KSI FOR SIZER NO OF FASTENERS/ 5 a `1 • -8. RAFTER NOTE:' • . r" • W•21/B'OR ILB'FOR G. RARER & . A.8! SEE COMF.CTIOPF TABLE - 3 S6 x 2 /2 NOT E: I PER T/f RRTCtAAR PATIO m EROi REFER TO SHT. 10 FOR USE OF THIS DOH N. sl W . 31/B'OR 2 7/8 FOR 8' RAFTER. REFER 7D SMT 2 FOR nOOF STRUCTURE SELECTED. - a - USE OF THIS CONN: • . . POST BASE BRACKET/ STEEL 7 -POST BASE FLANGE BRACKET/ AWM 8 BRACKET / RAFTER /To BMMDR. 9 ANGLE CONK i° RAFTER/►�wER•BEAM 10 'U' BRACKET -GENERAL I•I DOL. ANGLE O_D . HEN ERIRosT 12 N�� F� SILE 6 N0 OF FASTENERS / A.Bsr • • I Vx 112' x. D62/l L - 3"1 SEE CONNECTION TABLE FDR THE _ 6043 -TG ALUM OR IV2 % I l2 PARTICULAR PATO COVER OR ROOF x .040.3OD4•M3G ALUMI L-3' 3'50 arm. /••'"01 STMATURE SELECTED. 3 EII.SIDE, l 2�)t2Lj _ t`•` -�. •�'� , 2 -*8 S.M.S. EA. SIDE ~-" --- -IZE %3r1G'STL (POST BASE O7 & BOSHT.11 % . �l J• \ 1 I ® p RAFTER a 6 SEE TAB ES AS.LnM.PA3 316 FINISH GRADE 0 1 RAFTER 0- L 24'QC. MAX. 3r <oo . - - \ 24 O.C.MAX Il * TI It- 1.1 ia t2 \ �/� ' o o ` = It l Ip�p(sn6'xIw' it I I 'A .. "`"Z"w-P SLOTTED o r- 44 °,o ca.LlBol HOILE __ s .y} NMT. GRADE I WI( 1/4.0 M.B. I \ I S MIN ;T' . ! .MAOKET MN RARER - I _ _ I, • - I •A 1. \ • RAFTER i BRACKET W12 -M4 9 EMBED POST I r- a \ BEAM/ HEADER ROD SMS TO BEAM B, 4 -40 '' ynI TO RAFTER. SHL II DEPTH I�, 3A"XieLONG - .. . 4 • s6i ser. 10 roa Ass 121-t10 SMS. EA LEG SEE TATE 2 BOLT THRU POST IKBTRUt'1'I011. 1,02 MOOD TO BEAM&(21-!10 S•KS, 24' MAXIMUM 1�• - " scnvs. EA LEG TO RAFTER. 24' MAXIMUM SEED B 10 a - \ - SHT.II ' - a.NllxCr4j ' .. BRACKET c MINIMUM -� G' MINIMUM C I i s {?{- �4j�14S•� PKI SIRfALFS X55 /f. 1EL1%..9-GA(.15D) ` D T E T PA E-DABNEr• ! ur[sr �� z a•/ \ 2'120X3'WOODgyS L1.•208 FOR E �LFNDOiFASTf1ER5/ ZIN rm 'j r 30PSF APO WIND E%P09liES IOOC A. 8.• E-�p� ECTIONTABI.E "e FTG. SIZE \� 110 B �E 11OCI FOR T�[ PARTICULAR NTH) COVER - fOR ,12E & Mo. OF FASTENERS/ A.B.e IG• X 9' B.P. I 21-614 x 2 34"WOOD SCREWS ALL .0a ROOF STRUCTURE SELECTED.. SEE CONNECTION TABLE FOR THE N • '' 5EE TABES (BASE PLATE pMENS10N. HER DESIGN LOADS. . roa Su[ or 111rrEa[a/xeSa[a CL•IE • PARTICUL AR PATIO COVER OR ROOF USE FOR FREESTANDING ONLY WELL CAMPACED SOIL) s[c a.n[a ro e[Aa couccnoA rae[[s. STRUCTURE SELECTED. USE CONNE TION 13 RAFTER TO BEAWHEJADER OONN. 14 RAFTER TO BEAM/ HEADER CONN. 15 EMBEDDED POST 16 1 POST 10 SAFETY STAKE 17 ST 10 ABESCO ANCHCR 18 4r 14 SMS BEAM 9FL1ff SMALL OCCUR • - • sNT.II SCREWS DIRECTLY OVER AN INTERIOR 21 POST NOT FERMITTEDC 2- _ • PER SIDE % PLASTIC PLUG SO.POST SCHED. RYA SHi.11 ]• _ 2 1 POST lN1T 1 'I. ` ,�' •'r G l2 SIDE PLATEr1-SDE PER . THRU BOLTS: D46' WHERE SCREW BON - �T .074'M�AT ' EB •i00TN6 - t1 REFER TO FOS &ASE - INSIDE. CONN. UBLE FMTHE STEEL POST .. I I '.5' 'S• 3.5• o`. F 3"SO. z 024 POST TYPE- T STRUCTURE IL S [LECTEO T• ° i � Y 2g' , '� I - 1 SEE PO AT SL DETAIL 1 I '•- FOR NOT SHOWN + I I 'I4 SMS EA. SIDE Q B)TTOM," - 7,t ex wx O'•3' 3.5" 2" SEE FASTENER /A.R. I I MID HEIGHT TOP 102• EA.SIDEI 2 -TOTAL) : - TABLES FOR THE ///�(� 7; 2Y2• I FOR PpOFED•TrfE, - ' 5� .5• 2. PARTICULAR (#TIO I 1 ! 'F(AN KEr PER. 8O 2 •414 SMS. EA. SIDE _ y • SHEET. 6• I I � � G SCREWS �_, $TRCOVU OR SELECTED - ' I I2 MIN I 0 DETAIL 7O OR BOSHT.II G 12'RA H S (SIDE PLATE) I 4 -*14 OR SIDE PER SIDE 2 EACH SIDE I - SALS EA. SIDE I I P I l•• �,,).,Lt• _ ` - r` 6�•RAFTER l94i PLATE ZLi ' m ,I �• 11 Ur 2i 11 M ]'SD.POST BETWEEN I I I - EA. SIDE. ` • SIDE PLATES I I • 14 SMS EA. SDE TOP I I I 3'SG POST BETWEEN 2•�- • - `Q Lp pay, - ' MID -HEIGHTS BOL, SIDE PLATES 0. F1• FOR SIZE 6 HOOF RLS � � I I I � SEE FASTFHER/A8 TABLE FOR . • @ t " a o� NOTE: SNS IT 3'%.062'PLTS., rr•' ;i THE PARTICULAR PATIO COVER EA. SIDE ALUM. -�- OR A" STRUCTUCE SELECTED A.B. r SEE WTICULTION TABLE V4 p BOLTS MAY BE USED i .` ALLOY 2ocl -TG CO„ FOOTING [cos _ FOR THE ROOF LM PATIO AS ALTERNRE TO O 14 SMS - \- 3'Stl. STEEL COLUMN. ISA �Or COVER E ROOF STAUCTIJE TAa ES FOR SIZE. �'rfs s+ O+ _ SELECTED- BEAM/HEADER•TO POST CONN. 20 BEAM/ HEADER IO POST CONN. 2P EAM/HEADER TO POSTGDNN. 22 POST TO FOOTING CONN. 23 ST TO SLAB CONN 24 POST BASE FLANiE T/ASL M, 9 0. TI S 20 •e2 w Kx. cNAPLrED SNr T m 11 '"'� •'•. COIAPONETS L DETAIL OCP) Aad A -LATTICE PATIO COVER ,e..a 9217287 EVALUATION NOTED FOX•E NGINEERING; • F4n�m•�i. REPORT NO - K.K. JAMes IS. •ox. STRUCTURAL 5038 6<NOIN69R FASssR1 LATTIICE-T;P� PATIO COW PANY ' 0000 TusRrA►r 40. OOWMaV. CiLIFOR11A'0024• y�;n IES N L26 N sr(6021278-6224 wm II OF 12 , r 1.66' �•`�• I IN TACE; SMT60F I •� I I I 11754 K'TYR •50• • 2r ........ .0... 4.0 ...--� - 4'Q--..._lA 4.0 -_--- '-- ----' 24.0'--- ---------�-� m NOT. 10 I= Asss10LT loom Tllles FON roo0 saws. as set. 10 FOR AsssMSLT EXIST. WALL INSTNUCTION POs WOOD FOR FASTENER SIZE 6 SPACING, SEE SCHEDULE 0 SHTIZCF92 MAX. sasef. I S' 3.54 X16)-• 10 SA11 ECUALY SPACED f 0 S.M.S THRU AT EA CONDUCT WHOM SKEW IS ON INSIDE. EXIST. RAFTERS e241 C. D.F. LARCN►ONPAsts/1nf"ACING"1 ' f 0 0 20 30 10 20 H N J J K MAL SS-SMEDULE 10,. iR. U IN, 11.AIMCN-�ROOF TPAWLLOCKS9 O Ik PANEL mc TECO CUP EXIST 2 XFASC IA BOARD. Allll ' L' MAX WINGERCSHT.12 MATERIALS 700M1 -H 7G ALUMINUM CONTINUOUS 0 S.M.S.R EA AC7. _ Al10WABLE RROJECT10 OF2 CONTINUOUS SPEED RAIL PER DETAIL EXIST EAVE OVERHANG SEE SCJKO SNT Q (WHERE OCCURS) \ RAIL , 7O SNC 12 1 W63 -TS ALUM. 24" ROOF PANEL I `J" RAIL ATTACHMENT 5 EXISTING EAVE ATTACHMENT 11.32• „ 1625 812 3x4 z08' y�y'• .031' 025" R J25 ,tea FULL R It'd' 025 R 3• 1.425• a... IS I _mat 3) .812' 28 PA� IY • .05 ' . 209 . � / 150' - MATERIAL' 7004-H36 ALUMINA 12"X 3" W PANEL R •.141' FULL R .050 1•I FULL R ►425 _�_ 483• 7500• FASTERS DIRECTLY 1000• ' w P. Ix 3.5424 .0424 500' ATO WA I SEES' .�i oETAi S oR - / ,z08' j 2x +.--�:_ �10fiY 3.73Y . I x .OI ASCO ALUM. 2' 4237' }- L062�} 1.062' EASCO AWN. I ILor.21 l0 t 31 I -.050• 2425' �. - `.$50' I L75O' .062 R r-- DIO'R XDIMEP I �� 1 21 �- 0'�• ---- ,6x5' 1 �050_-_l ' EASCO ALUM. 042121 4237' _ IIn l ] 1 I. o5C REF: -I- S. -O '625• 419i. - l 500' ; •;5' .ocr R --- -� LS00• - --- -121 1--- .170' - 1 I '� • %%% 3S ; .90X0100P62x 1 ----�= c I 1 .124 R / I 375 R - .010• X So•OR .117' R I]O' .I]lY / 10"�N7 1.500'-`: 1 L.130 1 1 21F I 1 �� W 1 - E%POSED SURFACE --' 1500 .I30' 1.500' `, �'• 90'X.010.OR 1 075 I , o .OTO BEEP x 90'- 1 RE�• � F) -' - -EXPOSED SURFACE --J 1 .010' DEEP X.96* "°oo• 4RAIL,, 1TYP.1 EXPOSED SURFACED- - J 1 TYP 132 J� RAIL 3 J' RAIL C' HANGER 3 'G' HANGER f 2 'J' 2 Hr;l Lk. 8 RAIL 'PROFILES ALUMINUM ALLOY 0003-T6. SEAN sFuoE swW1OCCUR12 4 SCREWS POROSET I�IOYT PEIsiWTA?EG ER210R 1 - NA G NAIL FASTENER TO FASCIA 'WALL I STUD MASONRY Oe COPfR ;'SIDE I POST NN IT a AS % FASCIA A'rRAbUWRT ORMIND W SIMPSON-A75 '16. O.C. CONCRETER•.117• �- .%� PLASTIC PLUGDESIGN L.L.• L.L. L.L.• L.L.• L.L.• LL• L.L.• L.L.• wATML: ]004 - M 3G AUINItUN 12' X 3 1/2' W PANE G" X 2' FLAT PANEL Grvn l Iwr M 5036 rt�55• 1T I S' 3.54 WHOM SKEW IS ON INSIDE. ' f 0 0 20 30 10 20 H N J J K 7' O I 1 mc J I �•irT 110 K I3.5 .. S J -�Jr•l ��jj G $ N DESCRIPTION 4 : 1 O.C. -'14:00 DNS P-7.16.0 K ] 1/2" • 16"D.C. G SCREWS I �1/E"0 a x 1 1/2' • 16' O.C. C -)/s•0 K 1 1/2" • 12' O.C. JA G-7/16.0 X 2 1/2• • 12.O.C. N- 7/8'0 X 2 1/2• • 12-O.C. 4-414 EA 4IDE 311.5 EA. SIDE PER SIDE I GLt RAFTER •y D-7/16.OK 1 1/2• • 12" O.C. J- 1/4.0 f 1 1/8' • 16•A. E.• I I SIDE PLATE I I [-)/••0 x 2 1/2• • W.O.C. N- 1/4"0 f 1 1/8" • 12•A.E.• [ILII I GVRAFiERISTEPLATEI EACH SIDE AlfT%pG . SIDE. I RA s0 fAMTAt 4145145 EA SIX TOP MID-11EIGItT6esOT. I 3450 POST EETWEEN I SDE PLATES 31s0. PLATS ESO' I I xAPT'se SI SPACING 1 POLL OR I Vo. C.- I I 2•• 14• - I I KOICRiD - 24'0.C. rya rte..' r 1" 16'WoTC O% 24. O.C. V-0• 17'-S' Ur. 7• I S• POLL 24. O.C. .2'-01 27'-1• 3 BEAM / HEADER 10 POST CONN: 8 BEAM / HEADER TO'POST CONN. IT AT'`saxOLW 10' Of _ RATER 'TAIL' SPAUIG OIIEi11ANG 'MMIC FACE di S'S4 POST OVERHANG 211 RAi TER •TAI L' dt' 4♦ 4 1-0• RAF7ER'TAIL' '• :.., 24 1• 1.-0. • 410 SNS • 0 SM.S. AT 12'OC 12x0 SMS EA. SIDE (4 -TWA -/�_�./�,� e 124 OL I -t• o. �. o'' (21410 S144 EASDE, 4 ATAL RODE IMA ' 1 ROO/ RAVEL' - II 0 S.U.S. 114• _ 4• 61/2'-- _ G �' G' 12.O.C. AT FMN 4. G �p E 4!%JAL IDE I I ; Rus+. BRACKET 1 1 S' ^J J % FASCA G lle xrXC24' •� cKEr % 40 SANS TOP S BOTTOM I2 -TOTAL ) •� �- RIFTER C2 9 G V2'X r%.024'RAF IER ..�• i • D i 2 SM• S. SIN. ��E w,11 1 410 X V2 SYS MP 6 WnM SM. 12 5 IiaLR7RAEp GUTTER, • 0 X V2 SMS MP 6 BOTTOM 1 2- TOTAL) . RAFTER "TAIL" AT SIDES I I RAFTER `TAIL` AT FRONTRAFTER'TAIL"W/G'X 2"FLAT PANEL 13 2.92 €o 0.15 K.K. CNANfADSHT4• tOlz "480 FOX ENGINEERING �o� "" ae' Am"ftpo l COMPONENTS BDETAIL AL.WA-carncEAano� COVER ,,..s�•vxR7 CIL__ Jwr[[ M. ♦ox, STRUCTURAL [NOIN[[11 ry CONN. FOR rAs ATa eY/ '4f• nuou►W w. •otosY. GAL1POWnA •n1• ROOFED TYPE- PAW COVERS Y6LLEY LIN ALUMNUM COMPANY sr. r602/m-•tr4 .Q. 12 or 12