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HomeMy WebLinkAboutAGENDA REPORT 1990 1121 CC REG ITEM 08D.. -a"St4'SCROi' 24"oc. MA.'IC � FL/>.T PANEL BR./>.Ct:::ET BR,a.CKET'S �•-o" oc �T .... '1:.Tllr,,IG 4'-o" Pit.CM ....... '51:IA., t,,,101e: FA.'S'TEN. BO'TTOl-"I OF '!.U:,a F .... 'SC.l.tl, T"0 BOTTOM opr ,..-.OloJT P,..6C\A. Olt. COit. ...... w/41'1, '"' SC.ltEW, ·-·PANEL TWIN VEE BRACK'.E-T KAC..:ST'S -4'-0"oc. -STAe'TING "'"'-011 F20M FA�IA, No,.-e! t='IA'5,..N BOT,.OM OF SID• F ... �c, ... Tt:) BOTTOM OF S:-lt.OMT � ... SCI ... oe. CORNElit Wl'""'Ct'"' 'SM -sc�ew. (pOC."!.•\(. ,018.",.�IC.¥., f',lt,.'SC\,,,_'S'PI..\C.'i. � "\\"" '=>t.t.�"l;i.."j. � Y\,t\°"'• ,�-ms 's-1':SlWS>s-? l'l>.'SC.\IS.S, MATERIAL! 60&'lT'-,.,LLJ"1. MA.TEQ.1,t,L..i '?.00-4M3Eo ... LUM, ULT. ::ii:1,15" ICSl�MI�. V.P. -'l.9 IICSI ,O'!i011 THICC. 'St!'I" t.lOff I, FOR. RPLLl'Ol<..l'\E:p rl>-.SC..11>-. MA..\EQ.\P,,,L: b06'3T6 ALU�. UI...T,: '!10 K-5\-,MIM, '(,P.:.2..'5"-.�\ ULT. ='"30 IC'Sl 11 MU•,&. 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"�...,�\'Si."'-'-� 0� "';:i.,�Q,'U,;."-"· '· �J[l,,,,�c., .... -...,;,\...\C.'c..� �'i'\_\,;...'c.. \� ��\.'- <C:.'\.�'i...�C.."\¥. s,,..'4,,,::i "-"lit,,""\�.,_ \..OC.,,,_"\�\l "'°' ""-�" 'i'O\�"I;,. ",,�\.\C.'-. \'a'1.'·lo"\.O�G,, "'-�';:) \'i.'iJit,,.":.-,.'t.."'-'-� 'l'i\'',1,,'IO,""-t..� ":,c.,;:.,�'t,1.-.., \�G.-""-C:,..:,� o,;: �'-0<-.._'"\"-.\l """ ,�,\t,,"l \U'' f..'c,O," 'i",.._O'll\C�'i...�'N.-1;:)1 ,;o,;"''--C"'i-\'l �O'i\ C.'!,i" ��"' ��;_�i. ��i::;t '�i���'i.� .. ����b,�� i�,o;·��C>. <.. g�;:9����; �\��.,,���i�c�t�;�"'\.lo't' �\)�t:>\.,\�t> B'( A..\..U\o\.Prt.�. iEE ICBO EVALUATION SERVICE. INC. EVALUATION REPORT 2228P 'N.\.\'i.R'-.,.\0 �.'l-1\. <C:.C,._'i...'N.!:. ""-"'-� c.a,.,'-'-'-� '.'O""-"-,; '=c,'f.'-'\_\<e.'t\"1;, '-"'-,.,""''-"l':,\\Jrr,,,\.\,.'i''l.�'-'� ... ,t.-=c.¥."'C\..\G,,\,\"1; ..,,._�'i..'-"'"'-'l'.lt.\..\. ),,,'i Y..t,.'t',tr,,1... ,-.i,,.�\... "I;\\\'; \\\C.\.���� C.\..W "=>C.R'c..'t,J'S,. t.J..U .. 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'=>� "'""'c",..,,,o,�s "'9.."-\'\,\ .._U:..O'i'..�"-�'-\J',i\'\',-\. '"t"'-�\o..,a C: '-:)�C. • T\\'c.. "RC-\.\. 'f""OR'°'E.t> \-\,.,_N.C..\NGi AA\l \-\�"'(' �£. \l°"'\:_U \N f"�P..C."f. c,,:. TH"f. EY,:f"RUD�D TYf"E. FOR �':'.>'\RU.<...··q_1\\f'.; 0� "t'\i\� 'R�"fORT, Y.\\.."T\ CO't\C.�'c"l;'E "-OC�O'l:t,S ��llt,,\..L CC�'f'O�� "t0 \COO �\l:i..U.W..."t'IO" �ERV\CE" �\t.JC:. tit,EPQQ..T Wo, 'l.\�b� ALUMAX ENGINEERED PRODUCTS PATIO CO VERS, CARPORTS, AND OOMMERCIAL CANO PIE S. ROBERT W. HAUSSLER """'"" SUUC,URAL ENGINEER -PARTS DE TAILS -e-1::t.�::Jn=.;:�:n1cte: o----- C:,} -���--A--1 D-._-_.-A---------<II.-Yert,"'""6CMtl"'1,0llil ,OkllMIM,a-.a-,J-,......,....... @ � :��'":-x��;·��T�M c•. 93465 ,os-239-3260 €Yd� BUILDING SPECIAlTIES 01v1s10� INSTRUCTl01'S FOR USE OF TABLES Attached Type Stn1cturea, Peats Under Fascta (Dwg. 3201) A. Select the faacta; post type and height and enter the l'lllin table at the desired load and panel span. Read across under the selected column type and height to determine the required post spacing and poured footing size. B. Deter11ine tbe required panel thickness frop1 Table D on 3209 or 3210. c. Determine the required miniDJ■ slope of the panels from Table E on 3209 or 3210. Maximum allowable slope 11 2• per foot. D. If using a slab w/o footins the poet spacing must be limited to that tabulated for the 1.a•• scroll colum 8 1 -0" high. For poured footings surrounded by a 3 1/211 ■in. thick slab the full area of the roof, t�e footing size specified in the main table may be reduced to that shown in Table B. E. Determine the minimum number ot #10 S.11. screws required in each panel lap by dividing the attachment length by the projection and enterinJ Table A. .r. Determine the required wall fastener size and apacing from table on Sheet 3200-3. Use waehers if required by footnote ot tbat table. o. If attaching to an exillting eave insure that the allowable eave overhang of the existing eave table on 3200-3 1e not exceeded tor the desired panei span and existing ratter ■ize. a. For fascia connection.a, wall conn�ctions, and footings see detaila on 3200-3. I. For footing anchor bolt■ see notes at tooting details on 3200-3 or table on 3200-4. Attached Type Stn1cture■, Posts Under Beam (Dwg. 3263-1) One Beam A. From Table A on 3209 or 3210 determine the required panel thickness and from Table E of the same sheet minimum panel ■lope for the desired panel span and overharig, load requirement and Skylight panel arrangement. B. Enter Table B on 3203-1 at the desired extension and panel overhang and determine the tributary width. See diagrlLIIIS on top of main table and Table B for description of eJEtension, projection and trib. width. c. Enter Table A 3203-1 at the required trib. width. Read across under the selected load and beam to determine the allowable post spacing, rE'quired post type and poured footing ■iEe. D. From Table C determine the maximum allowable height of the post selected. E. lf using a 3 1/2" minimum thick slab the full area ot the roof, the footing size specified in parenthesis may be used. F • Determine the minimum number of #10 s. IL screws required in each panel lap by dividing the attachment length by the projection and entering Table E. G. Deter11ine the required wall fastener size and spacing from the. table on 3200-3. For wall connection details see 3200-3. H. If attaching to an existing eave insure that the allo1'3.ble eave overhang of the existing eave table on 3200-3 i& not exceeded for the 'desired panel span and existing rafter size. I. For beam connection details and footing anchor bolts see 3200-4. J. For tooting details see 3200-3. Freestanding Type Stn1cture■ 1 Post■ Under Fascia (Dwg. 3202) A. Enter the main table by reading down to the desired load, then under this in the left column to the panel span. Read across from this.under the desired pos_t type. Read the post spacing and, under the selected footing type, the poured footing ■ize. Some footings may require rebar. See footing details on 3200-3 tor requirements. B. If using poured footings surrounded by a 3 1/2" min. thick slab the full area of the roof, the footing depth shown in parenthesis may be used. c. Determine the required pAnel tb;l.ckness from Tible D on 3209. or 3210. D. Determine the required min. slope of the panels from Table E on 3209 or 3210. E. For panel, fascia and post connection details and footing details see 3200-3. F�r anchor bolt size it us�ng base weldment see 3200-1. Freestanding Type, Posts Under Beam (DWg. 3203-2) Two Beams A. From Table A on 3209 or 3210 determine the required panel thickness and from Table E of the same sheet minimum panel ■lope for the desired panel span and overhang, load requirement and Skylight panel arrangement. e. Enter Table B on 3203-2 at the desired •xtension and panel overhang and deter­mine the tributary width. See diagrams • at top of main table and Table B for description of extension, projection and trib. Width. For two beam s7mmetric types this step may be omitted and the trib. width taken as half the-panel length. c. Enter Table A at the required trib. width and under the selected load and beam determine the allowable post spacing, (top entry in each box), required post type (middle of each boz) , and the poured tooting type and size. Figures in lower left of each box are the footing Width, the footing depth, and the depth it a slab is used. Those in the lower right of each box are for cylindrical footings. Some footings 11ay require rebar. See footing details on 3200-3 for requirements. Alternate post types and heights may be substituted· tn .. 4cc9rdance with notes G, 6 and 10.of 3203-2. D. For panel, beam and poat connection details see 3200-4. For footing details see 3200-3. For anchor bolt size if usin1 base weldment see 3200-1. E. For �pecial atructurea using four pos� see Table C,of 3203-2. SEE ICBO EVALUATION SERVICE. INC. EVALUATION REPORT 2 2 2 8 P From the office of: ROBERT W. HAUSSLER REGISTERED STRUCTURAL ENGINEER Alabam1, Alasu, Arizona, Arkansas, CIIHornia, Colorado, Connecticut, District of Columbia, Florida, Hawaii, Illinois, Indiana, Louisiana, Maino, Maryland, Massa­chusetts, Michi1an, Missouri, Ne,ada, New Hampshire, 11n )IISIJ, Nn Maa, New Yori, North Clrolina, Oh�. O�ahoma, Ore,oo. Tuas, Vermont, Y-u&inia, Washin,ton, W"ISCOnsin 11M1 Wyomi111-P.O. BOX 669, TEMPLETON CA 93465 805 239 3260 &lilf:J AUMAX �l:!i� BUILDING SPECIALTIES DIVISION TABLE INSTRUCTIONS Job inspection and supervision ■re not Included unJe11 1pecific■lly 1-------------------------------tcontracted for by the cliwit. Thia plan sheet 11 the property of the DMWH IIY: TN H I Al'PROVED BY: n lDRAWING NUMBER engineer Ind ""'not be copied°' reuNd entirely°' In part. ucept DAT[: ,-o __ I _ Q + 1 � w,, � , v,. , 3 2 a a 2 �:vi���ny named In thia titS. block. Plan expiru 3 years after ,-msED: IO_-l-<I -�,, CALIF. $[6981 - .. . c.�,v..��\.�\¥i.'-. o,: ' 'i,\.!)"' '"" n."1,C.,..._,0,-......_� \\'t. ... 'D\.'-\��"'C."-'-'• �<:.i:\"-.C::.,\..";l,,,:,o-... �CY:."' C.CM.\!\.�"'O� IJ" 80LTi. ltr,,,1\.1.. �\ U'i.l.O. fO� �5. 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I� 'r'OO"'-'-� • ":»\\,\\\.Jtr..'i\ o;,,��!."'C'-"-..::i."'-\0"- "'-"'-"'4. 'et. �"'"-'-)t. 'VO,-, �Jtr..\..\.. �,,._._""'il.'Ni..'-.'5,,\<; �O°''-'. 't,/,\'l:Y.O"Q..,,._,,,o,.,l,..,.._""",:) �\'"..'\� \�t�-i����\� ��,�����:ii".'°� SEE ICBO EVALUATION SERVICE, INC, EVALUATION REPORT 2228P •�IRHAVEN, TRIMUNE, AND DELLO<E �,---,,.,-....,-.. -. -------1 -CONNECTION DETAILS-ROBERT W. HAUSSLER -GENER L NOTES-•••m•••• 1nucr�u, '"•'•"• TWN-V EE mNf:LS STRUCTURAL FASCIAf ==.":.:.".':'=.-..::::..-...-=-.""::: r§)'[]z., AUMAXa:���"=l:..'i:::.:'= �� BUILDl1'(::;SPECIAlTIES DIVISION P.O. 801 661 fEMPt.EfON CA. 13465 tOS-Ut·Ult frY "' TOWII lAH .l .... • •.•. •011 1tL .,,o,11u, ,u: .. , nu, J, .. ' i . - .e ;.. "' ...0 t i::<fl 0 ii, ll � 4 .;o- ,. . . 5 i .J J J ' · " . . , ; ! : , "' • : < : i : "' �; . . 1 - 1 -111 o� ! L . 1 01 :i : . L� , 1 ; . i t >- 1- , ..( :S:11! �i � t i i � . l l � u. - J w ! o . . . . . . ,) �1 .. �: � o� id , , H "' ,, .. 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LOAb COHBlfJ.,TlONS CO>ISl t>4l'IOEb IWTHe �Sl6'4 A�S -n<OSB LI STe<b IN SttT<O>t 2.-so;i <�) OF THE' 1q'1!; uec . 5�'$j,I\\C 'ZdN■ '" ..... ..,,TM 'ZIKC'S, • .1 .... WIM0 YELOC.\TY' Mi(t> EKPosuae .. _ INl>IC .. Te<I> IN TAB ... MEAl>lM6S-F"Oll COIIVl!l!:1>10N OF VSU)C.ITY TO PP:E�UQ■ '11 $Ire= T1'8'\...e ON '12.00 -11, '4. Foa. UNt!NCLOSe'b T"<Pn. ,.,.,� L.eNS'Tk OP AT TAC.H-MIEN"r eMAL.L •• £Cl!U.-.L 'TO O(t. � .. �, n.,.. ... Tlie: PR.O.Je:.TION 1, elCRPT TMAT Tt41! L&II.TH OF ATT"'1G:.MH£t.&T MAY IN: Les� T'\4iAN nE �l!CTION Ur P0CTS.., �T SPH:IN6 ,.AAO f'OO "rtWGs 1SH.OW"4 OM bWG. t'l.oa-2,.. #ot.le.f!' U!iEb f'Olt-TMI! SUP�IU"" OF BEAMS N(l) 'l<t.02. 18 usal> l'Olt. "NI!' F,\$CI .... �� EIICl.tlSEb T'C'i"eS SEe naLe R 1"01< IH"Gl'I> LEN(onf Of' ,.T TM:HMl!MT T1:> PllO Jl!CTION 11-.TIO ... NC.LO'S>lllU, ....... Te:11!.IA.L � 10 P'&F TV� IC u ... ,,..t, 'l"O OPe.t.l MESH 5CHe,,,.I ort. fl:£, .. ,t,u,.x , �--­n>J.ll;Pl'ltl!N1' A.Nb/� Tl!ANSUJ�T �TIC MOT' -Tl-l.,N .t'>S' IIJOIE .. "TtUO< �," � .. '?i"l "<'lo" 1.'-'"(11."1 '3'\"r·u• '"•t�I"') '4l"{lf 1•) TABLE E PANEL LAP FASTENERS & ATTACHMENT LENGTH REQUIREMENTS , 1111 "._,.... ,·-10-e1•-,o-114'-11'' 1•·-<+" UNEflJCLoseo �Ne.Losee, 25�tt-���;�,.���� .. ,rr,� .. ,�!--�c ���.;crs��.�;���-�-Jcrr�:�;•,.<��•�.;r��,���0�,:7,.�·t-'7.��!�0,:�:·�.)rl t--£-N_C_L_O_$_U_Q _�_➔_-+----,------r--------+-'-M-A>_-_A_v_F_._�_o _o _F -,-M_s_,G_M_T __ e_�_�_"�)-� 2.,•. 3• tt.,.-,:,,,,·.-;-;��.,.,·=•t==','=�c"'8c--;,..c -,+,..,=,q'= .. �'-,-:_c-·,=,r.-=1'--':',�;-=�.,.,·.7.h,�."'",o,c'' -;=-,.c--",+-,ir.11'=;;,=''o..=-' --� OCCUPA.N CY _.., PA.��ct����L C.OMME faCIAL p���,o���� '1'\" C�l ''J 1,�"l'\1,;'i �ffi-) �(i'f,)'"°'"��,--",T""��.c.+-��,�,.;.r,�,'-',.)--1 t----------;1-------➔-------t-------➔-------� , -II ,•-n• �•-s-•••-•• •-�• ,,._.,, WINI> V&LOC.ITY �"" C\0 C 10 C. Oil C\O Q "10 C. "10 C Oto qo Iii 1" ....... Tll8E ,.-m.�r �"in. '1" lo GA. , .. k)QA, .... 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AVl::MC.E 51'AU!. l'\AY Bf: tl,ICl\f ... !,£.t) 50 �-:tt* MINIMUM TWO sc.e.•w• PliiiR. t..AP. NOTI!!� •-=-THE 1iCR.EWS A.liUf MoT SPACl!o ut,.m::otu,,11...Y. l!;Ac.M BE.A/'I. OR. Ort-IE� SUPPoltT POINT 6ijoUU::, MA.VE AN E"CliJ"L ',,HAU IJl!,..R.9'(, ' TMli n,io S:R4E"'5 TM�U TIie FASCIA Cl.IP COI.JNT .... OIJlt s;ceew. 3,S' '+,O S:O '1 ,0 10• -0" ,.o SS ,_. 1,o 10,0 l"I' -O" '•• '!,O 1,0 11S q,,; 11,0 IC' -0" ,s •.o q,0 q,,; lo.� 1,.0 It.' -0" t.O 11.; 'IS 10,0 11.0 11,0 1&,0 '61 -o• 1b,S" r1.o 10,0 11,,; llS '11 ,'25 '23."75 2.6 /l.5 M>l!: .. N<l.l!b A .. P<e.Mfrn,t, I� CM. M'I °" UBC APPEt(l)l'(. FOil Wl,l..L.,'!TAC-�T Cl!TAILS SIS" ·=-3.. ... b'T'RLJCTUQ.ES ..,._,11 Ole. L�SS '"" f,(�IC,MT M#ot."( \e �NC:Lose.b WITH A.MY A.P?i:t..eveb 13E.Afi!.i � ���'..ci�;e+"pJ,."y'"s'�y .. ��� � 'l';;'�T�r:.i�!;itI,t'i';;';:oii����'S......,,NQ W.-.U. .,.._'(K US£1) If: IT I� P\5<:.&1) ,...,�NEellt P()$�otL A.TTAO-leO TO't\,\E f:'H:e Of:"™': PO'S.TS /'\"lb �AM.. �� TH�\�,.oNsc.:�N':°� ':,.,-�:. t� �\u ���t"�� 'l�i,�jT:�a������ .. � �-POST OR. TllE a• LOCl<SIW'I Po .. T&. -n;e a• k .... 't'IJIIII """'< 111• "U11 1iTITUTeb -­THE �• �-l.OCkS9 .. l'I "l"OSff, aee T-.a C "'°'" ALI.OW ... IILR" -T l'l!l(!l<TS, 7, WH�� ::�'..,'�T��'."'CLTetl IIY Bl!Al'I� > THe f'IICO,,IT """"°IA. ltCO:IMS Ol>TIO>IM- � Fo��N���L '-'�l� ������� �t"°:--06 ��\l�������:'("T�•� �-4-. er. t"ll""l�UM �J:>e 01= PANEL."a ,� £MOWN 01,,l SM'5:eTS -.mq Ai,Jb lj'i.\0, T1·HS IS A. <IT�LICTUll!"'L. RE�l..lllt.l!CM�NT "TO Re<Sl�T PONl>UolG. M.,XIMUM 'Sl.OPI!! l'iOIIE. l'IC.M "'""'-RlOT,' 10, !="Olt.. E'KPLP..i..l AT'IOtlJ 01= El(P051.J2E! 'Sel! F'OOT .... 0T& TD WIMb LO-'t) TABUr ON '3�-�. SEE ICBO EVALUATION SERVICE, IN C. EVALUATION REPORT 2228P �­ � BEAM TYPE ALL to" l;lCTli!. TABLE A PANEL SPANS FOR SINGLE SP AN BEAM TYPES 8 IN. FLAT PANEL I PANEL�,,�----P-._H_ ... _'-_SP_A_ ... ___ """,�I l l � LIVE OR SNOW LOAD, PSI= (R. � RESIDE::NTIAL PATIO COVER.) S" ,L/\T s.::;;L@�'"'t--'-o�_R. __ .._1_2.�o,_.:..R.�_�l-...,'30.c..c..,.,..,R-=--...,.�-=--c'cc,-,o __ ..L..,....,-,-.:..'2.ccO=--==-l..,,,....,.=-'o-,-R._,.,....-.._1�2.-o.:../_a�o_�l __ 4�o __ -t WIND VELOC I TY AND EXPOSURE 1§) PANEL t<ET-.L t--.,-0-C---� l----0\-,-0-C--��.:;c_-;,;1==-,=o-=:...13'-'-..;1....c..=e-o -=:.:B-=--:...-=.==-=qc.::o=-c-'=----�1---,-o-c-o-R.-C\"""'o-e.----� TIIIC(. ��� t--���-.._-----�---,-,J:-:P:-:--L°'"1 =1=-:T,.,-,�W,,.,al N=,-,D,--..L..L-:0:-A-c'-cD=--,=-:l'>:--:S�l==--�--.._--�---��----t ,0221 .OIIO' 0:1 l:"2. 10 I I ':2.7.'3 I �s-., ,., I PANEL SPAN (AND 0\/E�\-\A�G) ALLOWABLE 10 -11 11 ('!1-5"11 O: t (41-3 11 {41-S" q r_41\ ('::a .. 1-1\") '-1-'aN ("l.1-I'') G\1-4"(11-11") 'a:'-S11('2.1 -'il11) l'°t1-011 (4-1" 1:"2. ro'-lf" ('l'-5'' s1-q" (1 1 -10") "3'-q 11 (11 -211) .i;•-c,:•1 (1•-10") ,s'-9'1(1 '-10'') 9'-10 11 (�1-111 4E..'i! o; I 1,1-2.11 {S1 -.q 11 11 1-4-("?.1-6") q!..�•1(�1 -ll"J It 1 -4'1 ("?,1-6'' C\1-11'1 ('?.1 --1") 15 1-'=,11 (41 -IO" �'-," (21 -lJ'') 7 1-C,'1 ('l.1-S") l:'2. 12.1 -11 11 (41 -0" 81 -1" ('l.1 -811 ) s'-ll"(t1-K>11 ) 81 -611 ('2.'-8") 1 1 -s-(2.1 -4-) 11 1-,11 ('!.1-"'111 5'1-1111 (l'-1011) 41-$'"11 (1 1 -411) o: I '2.0'-S" (�1-4" 14'-"" (4'·6") l'l.t-011 (�1 -9") 1.q1-b 11 (4'-b'') 1'21 -7 1{ ("?,1 -IIN 1q 1 -10'1 ((:.1-'l.11 10 1-ll''(�'-S" 10 1-S" ('1 1 -a•) I :'2. 161- 10" (S'-"&11 11'-t" ('i1-bw) Cf'-'l11 ('l1-IO") 101-!0"(31 -S-11) 9 1 -5 11 ('11 -W) 141-9 11 (q'-,11 9 1-lc11 (';1.1-f" ,1 -1111 ('l.1-6w' TABLED 8 IN. FLAT PANEL PANEL SPANS FOR FASCIA TYPES LIVI:: 02. SNOW LOAD ., P5F (Q-.: �ES\OEt-JTl"-L J::>A.TIO COVE2.) 10 Ii?. :2.0 Ii?. .I ,o � 20 2.0 IOR. 'J!Jh,o 40 I 60 0:1 1:2. P�OJECTION .... MA'),(, ALLOWA8Le' 10 1-d' "lio.B o: 1 iq•-011 1�1-0• 111-<1' \"31-011 11•-011 1ia:1-011 10'-o" 0 1-0" t :2. 11 1 -0" 101 --0• e.1 -01 101-0• s1-0N 1'3'-o" 11 -011 61 -0• o:, ?.c/-0 11 14'-o" 111 -0" 14'-o" 11.•-o• 1q1-0" 111---0" s•-o• 1: 2. 111-0• 11•-0• e·-o• 11'-0-q'-0" 141-0• a'-d f:.'-o'" o: I l'l'-0" 7-o" -- -101-0" 1:2. 14'-0"' 1'-d' 8'-0' 11•-d' 1'-0" 6-o• r,,'-o' li'-0" 'l'-0" 101-D'' 8'-0" l?!-d" l'l'-0" 101 -0• 15'-0" 10'-CJ' 8--0" 1O'-o' 8'-Cf' f'-0" 14'-0" 14'-0" 1 11-0• 11'-Q"i 14'-0" 81-cf TABLE E 8 IN. FLAT PANEL SLOPES S1 FLI\T PA.NIL THICIC. • . 0\11 Sl:'1'\.IGIIT LfVELOtbt SNOW L01'D� PSF ...., @ 10"- I,.,, .... , �OA. I 20••1 20••1 2.0 I "30 I 40 I E,O Ml"1"�L UPLIFT WIND LOAD ,, PSF '- �lll ::.�� 10 OR ISi 15' I 15' ( 2,.'\ "3'5.7 I 4G.,8 I 46.9 I 46.8 I 4E..8 MINl�UM 'SLOPE INCHES PER. FOOT 1k .<Jl.Zft Q:I 1/411 l/-4 1 1/4 11 l/-411 l/4'1 1 _ _ _ 1:2.. 1/411 1/41 1/411 l/,e.11 1/41 - --.018• o:' /4• �/e• '/a" Vt• /4 1 • /4• '✓•" 1/4" l/4' •�2. l/4 1 l/4• l/4 1 l/4' 1/4• '/4'' 1/4' Y4'' - .0¥"• o: I 1/4 Ill '/1 I 'I/. I '/2... 1/s. ¼ I ¼' ·v. ti 'A, ti 1:2., 1/4• 1/•• '/a• '/•• y4 11 !,/4• l/,11 1 1 /4 11 -. 010• o: I ¼. '/'l..• 1/'1.,. I 1/'2.. ..✓... ¼. V." ¼ II 1/ .. I 1!2. 1/41 ' 1/e" •/1 1 V." l/4' ¼• '/•' V." _ *MA.'J(IMlM 'SL0P'5 1 • l=>E.1! FOOT l!'ICC'lgPT S:Olt, "TJlr..Lli D TVP'e6 '2.' �111:Q �oOT. ** t=oe. 20 PSP: LIVE LOA..D OUTSIDI! Of:' 6WOW LOA.D Ae.SA'S "''"'· SLOfl'E IS v,:• Pee t='OOT. 'tt.' R:El'=""EJt.S TO R.ESIOENTl"1-PA.'T'IO COVEl:.S. "*Cse-■ TA.a.Le. t-eAt)l"'-185 .,,,., TI-Utu"t>� l=Olt, C0lt.ltl!S.Pot,,IJ;'ltJ8'a WINb \laLOC.ITY ...... 1) lliKPOSUR.K.@ TABLE B 8 IN. FLAT PANEL PANEL SPANS FOR MULTIPLE I 3 OR MORE I BEAM TYPE 7" OR. SPAN TYPES Gi I j_ l� LIVE Olie SNOW LOAD P SF (R � RE'SlbENTIAL PATIO COVER) 8, FL/\T •�''¥T t-__ ,_o_R. __ .._ 1 __ 2.=-o�_,"""---,-=2.�o,__�1�,.,_,�:i..=-o�__,,-:c-�1 __ �=-O=-.,.--.._ 1 __ 4�0�--1 Pl'>NE'L MeT;f 1--�---�--.......:,W:...c.;I Nc..:..::D:,-_,V_,E:=L'-'O"cC.=-IT'-'-Y�.:..A..:;N=D'-=Ec.::X:..:.P_O=-c.::S:..;U=.IU:=,,_..;c.® __ �-----t � ·1cv. ���•,oLt-__ ci_o_c __ .._ 1_-,_o_e'-...,...,-;!:1 .,-,-:e=o=--'B�::-:-:-:'1�.,....,,.....,-=-�-,,-::�,-.,,=c-::==--O�R�-q�o��B�----1 •� �-• UPLIFT WIND LOAD ,.._,,- • .Ol'l. 0:1 1:2 I'S P,.,_NEL SPAN f AND OVE:R.14AN61 ALLOWA8LE o: 1 1'3'-811 (4' -1 11 ) 71-911 (2'-s 11 ) 7"---411 ('2..'-s") 1;2. 'ii'-1 1 11 ('2.1 -q•t"") 4'-'-11 (1 1 -is1•) 41-b" (1 1-5" II o· I 15'-11" (4'-10'1 ) 1\1-4!1 (3'-b") 101 -811 (�1-1 11) 9 1 -'l." ('1'-'il") '8'-o .. (2 1--Ei,") '-'-I " ( \1 -1111) I011 .fJ2S 1;2.. 1'2.'-'3" ('3'-t") .G 1-II" ('21-'.l,11 ) «;'-II" ('21 -'2"'\ 51 -�" (1 1-g• "11 -'il'' (11 -5'11) �1 -G" (1'-1" C l'OE""11 o: 1 1-a'-311 (s'-s") 1'!1-�" (4'-1 11) l'l1-s11 (�'-7") 10 1 -9'' ('31-1" 101 -q" ('3'-\") 9 1 -211 (11-"" 8e'.AM 1-..,,,--11--'-:�2-+�1�4�•-�17"�(�47•-�2�"�)+�10�•---•·�·= (o�•-�,·�•1c+-_e��-e�·�•�(�?.'-'-_ll"�+-�''-'-_,�•�•�(�"2.'�-�''-"E-l---c'�'-_.,�"�(�"2.�'--...c'�")4--...c"�•---'4�"_,C�•�•-_e�·�• 0·1 1q'-1011 (b'-l") 141-5° (4'-6" l'!.'-1'1 ('31 -11") 111-I01\ ('3'-s") 1 11-1011 ('31 -5'11) 101-411 ('3 1-1," ,• Oil IO' I llE/IJ.1 • p,o• 1�2_ /5'1-411 (4'-1") 11'-0" (31-5") 9 1 -11 11 ('21 -U-) 71-Co11 ("2.1-4'1) i1-E,11 ('l.1 -411'1 �1-9'1 (�1-1 11 ,02.i' ,(11!1,' ,ms• ,040' o: 1 1q1-1 o'' ((;.'-2.") 14-1 -1S"11 (4'-'=-") 1"'?.1-1" (�'-H") 111 -io'' (�1-s" 111-1011 (11 -s") 101 -411 ("31-�·') 1:2. l'i1-4" (4 1 -7'1.) 11'-0'' ('31-'5"11) °1 1-11" ('l.1 -ll") 1 1-,1 1 (-::i.1-4--" ,1-E.'1 (21 -4") '"1 1-43'11 (�1 -4•) o: I 1 1 1-1" (�1-s11) l:"2. 0:1 l:"2. 14'-5"(4'-6') 111 -1011 ('31-5"'1) 9'-1111 ('l.1-1111) GENERAL NOTE5 I. FOi>. FASCIA COJ,JNECT\01,1 DETAIL'S 'SEE. D"AWINGS '3"2.00-'3 A>Jb '3';1.00-'I. ii.. F'O"'-P"'Nl!.L I.AP F"'STENE!c'S SEE TA8Lt! E 01,J SHE.ET '3"2.o,-I Olt. Foot. Pl'\TIO CO\/E12.� T6.8LE A 01-,1 'S.MEeT "3'2.01. 'S. FOR.. �11:.'t"LlloHT PAWeL'S ALTE�N .... Tlt..l,G WlTH t-1otae THA-trJ "2.. METAL PAN■LS ) use Tl-4E 'SPAM'S Ll�TED i='O�,,,. R.A.TIO OF I :2.. '6&E WOTE e ow '&l-ll!■T "a"a..O0 - I Folit. M,t\'ICIMUt-1 SIGYLIGHT AQEA • Vll-lca& .. ,o s.M. 'SCQ.EW'I. Alt.e. CALLED FO� AT 'Stc:YLIGMY' LAP, THEY SH6.LL PENeTe.A.Te '6�"(L\GMT PA.NSL /Jl,,S WE''-l.. _.,S ME,-A.L PAN£L.. Ti-ll"i tWCLUOE'6 CLIP SCQEW'S .. 4. Foot. 1'ME ATT-.CH>'IE.IJT LENGTH 12EQ,Ull:!.E1'1ENTS AMI> MAIClio>IUM l,JU,-,BE.ot. OF BE,l.>15, si.e Nore 4 ON SIIE.E T "3"2.0?,- I. 5. Fo"'- AA! EXF'LAN•moN OF EX.F'osue&: SISE RX>TNOTe n> WINI> L0 .. 1> T .. BLEi otJ 'SMi!:eT 3-:l00-4. TABLE C 8 IN. FLAT PANEL I PANCiL SAI.N 1-PAHi!\. 6At.N --� I�• PANEL SPANSs 1 � ___.,.._ ...£-1�ne10a BEAM ¼, FOR TWO ��L -1• �NEI. Sl'O-N ·r·,�· SP AN TYPES I --· SH i!I' I.._ "°"' � ...,IL INTUU)lt BE.... 4 LIVE QI.?. SNOW l..Qt.D P5F(R.•�lt>EfrrlTIM. i.oTIOC<NR 101t I �o I w I 20 I '!.O I 4o BEAM g" Ft.AT �L@t---w�,,,....,o�v.,.ELL-o""'c-,TY�'-._-,,."Dc..-E_.><_PO.:..:..sc..u-.. �,...,,l!),,.c..--4 TYPE ����� �J;� l-9_o_c_,1_-,o---'s--'-'111"0-'s�l..___-,...co_c __ 0<t _____ a_--4 RATIO t--:,-,--,UP_L.,-I_FTT-:-,W_IN--,D,--L.O_A_D�,...,.,P,_.S-::F:------4 ,, -,,-,,. I 35',, I ...... v 0:1 l:"2. ;11 o: 1 t'l.'-n" ,1 -10" ,•.10" 0� .on" I: 2. 11 -9• 2>'-11" '3'-1\" 1011 ,02.�11 ��� ',:::�: I!��: ::�::• ::::: :�:� :::�: C 11. o: I 111-S" 1'2.'-ll" 11 1 -(.11 10'-o" 10•--o• 8'-1" SEAM 1--•_0_.s--11--�':�2.c.-i-•��7·-�·�•+-9�•�-3�•+-"'-'-9'....:...'+--··�--""c-+-5�•�--"�·+�-·�--e�"� O! I 1q1-'l" 11'-II" l'.21 -"111 lo'-n" 10•-1r 101 --o" .040" 1:2.. 14'-q• 10'-911 s1-11• E.1-G\" E.'-1"' s•-11• .018" o: I 10 1-q11 '%" WlDE ,_ _ _,_,_:_2-+ ___ ,-+_-_ _,__-_.,...__-_-+-----+-----t1 -� .on11 o: 1 121-11 • 1"-1d' r'-1011 (?,'111 I ,_ _ _,_1_:_2.-+_•'_-1_0•-+--4-'-_-,_"_,__4_'-_,_• ,._�---+-_-_,,...._-_....., BFAM, • o: I 1,•-s-11'-l" q•-11� "&1-311 "'11-11• c.•-o• 3•o;Q.4, .O'll I :2. 11 1-1� E,t...11" b'·211 41 -s 11 4'-"'7"' "3'-c;• 4•ii:1•) 1---1-0-:-,-+-,-.,�,_-�,-+--,2-•--q-.,-+--11-•--E,-,+-,-o•--0-,-, 1-10-•--o-•+--11 -•--,-, ... ,• 01>. 10• I BEAM .o3S' I: 2 r-""j�'-s11 q•_q•• 7'-q11 s'-1111 s-1-11• S'-'211 • o: I 1q'-'111 11.1-n" 1'1'-1'• 101-11" 101-u• 101-011 .MO I :2 14'-9" to'-'8" 8''-11" c;'-q" &'�" C:.1-1 11 q'-6" 41-1011 Gf'-1111 s'-n"' I0'-11" 1 01 -011 MA.TEQ:1.A.L: '3005'M'281 ALUM, ULT.•31 lCS1 ._Ml"'-I.V.P.•2q liCSl F'0li?. 't'MICKN!!'S'1o SEE 't'ABL�S. 8" FLAT PANEL �r�=x 4 1�'�•covE,.,_�� Sk::Yl_\GHT PANEL Sl.lA.LL 1iit��EA.NATR� WITt-4 T\11.4:1 OR. M0�E Mlii:TAL PA.t.lEL'S. MA.TER.IAL: .oas" POL'(VIN't"L CMLOSiLIOIE SEE NO..-. :S • SEE ICBO EVALUATION SERVICE. INC EVALUATION REPORT 22:28P Fromtheofficeot ROBERT W. HAUSSLER REGISTERED STRUCTURAL ENGINEER .......,,....,..,MMsa,Cllilnll,C..-.r-lbt.Dillriclrl ---------..... llidlipl, ............ ,_,_.. .. ..,, .. .... ._Tll\lltlllCwlu,Dlil,..,._,ar....,y._ ..... .... ................. ..,...., P.O. BOX HI, TE14='1.ETDH CA 13465 I05-23!a-l260 &�ALI.MAX , �� BUILDING SPECIALT.IES DIVISIOl'II .. , Tqw11 IA,, 9LVD. • , .•• aox .... 111,ou11-- , .. , •• _ 'r■H• 8 IN. FLAT PANEL SP ANS ..... J TABL E A PANEL SPANS FOR SINGLE SPAN BEAM TYPES TWIN VEE PANEL 1 LIVE Ok!. 'SNOW LOA(), l>SF ( R. -R.ESIDGNT IAL PATIO COVE�) \O R. '2.O R. I 30 R. I 2..0 '2.,0 IO P-'2.0 730 40 TWt�•,tt ,��LIG"1 1--------,-�----�--W=.:.IN:.c._:D=:.__::V:.:E:;:..:L::.Oo::..:C.=l -':_cYc__ AND E.X.P OSU�E' @ BEll.M Pi>.>IEL �r� ,o c I qo c I 70!3 -1�0-13=-.e:::..:....:.l-;=..:"-"','--'o::c�-"ce.T1-----,7----,o ""'c=-""'o,.,R..,--=yo�B=----I TYPE TtH�. PAN€L UPLIL=T WIND LOAD, PS F eAT LO IO I IS" I '2. 7. el '3 s. 7 ,::_,:,c_j__--'r---1 s-,--·--.--1 ----4-(,:-:---,_ 9=--�---1 BEAM TYPE TABL E B PANEL SPANS FOR MULTIPLE ( 3 OR MORE I SPAN TYPES TWIN VEE PANEL LI VE OR. SNOW LOAD, PSF ( R. -R.ESIDEHJTIAL PAT IO COVER.) S< IG"1 10 R. I '2.0 I '2.0 I '2..0 '30 I 40 TWIN � ,.;;c_@ '1----'---',.:__..._ __ .;;,,.::_w�, N-DL-_V_E.;;;L;.;:,.O_C_l_,-'-Y--A-N=D=--E-)(_PO_.__S_U_;_::.R.,;:E:_® _ _,c__.:..:::____--1 PANEL ""'T"L 1---,qccoccc=--.--l --=,:-co=-=B-�.--1 -8,--0�B�-'---r-1 -'-"--'=--=.c,;7;:.0...:C==o=R.:.....::;..9-o�B------I THLC�. :�� 1-----"C...::'-----'--...:..::....:::__U_,,P_L_I �.::_:..;T=...==-.W_I_N_,D __ L_O_A_D_, __ ..:Pc:aS=F';.._....::::=--'-'=:_-----1 -:n � "?.S".7 46 .8 TABLE C TWIN VEE PANEL PANEL SPANS isl FOR TWO SPAN TYPES \..1\/E 0c.?. $NCJVJWA.D, P�F (R.,.�EStotlff\A\. PATIOCO'IECt. TWlt-1 VEE �1:'.Yll6HT1-..:.' O::..:_::R..J..__::'-.=O_JIL...:2.:::0:c.__L..__::2:::0:___-1-l.::3.=0_Ic..,.4;::0:c._-1 BEAM PANEL TO @ Wt""D VELOCITY A),Jt) 'EXPOSL}r(.E ($ TYPE TMIC.J:., �:;;� l--:-�-:-o -:-c---,-----',=-o-s=;-=-:s::.o.:.e.:...,l=::.,-o=-c=::o-=,._='lc-O.:::C,.8--1 7" 0"-1 011 OAT� f--,��::-,_::U.:.P::.L�l��TrW�•�N::D:_,..::Lc,:02A::_Di,_.:_PS.::F:._...,, ___ -I ., '2."1.� '3S,7 I 14E., 8 .OlS11 o: \ A.L.UM, 1 �'2. .020' 0 � I PAN�L SPAN .. MA�. ALLDWA BL.e ALUM, I :'2. I0'-411 51-511 41 -3,'1 ,a1 -311 �1 -311 ,01.7� O! I lb1 -S� 11'-4'1 S'-1" 6'-7 11 f,1 --111 D'-711 ALLlt-1, I :2 \'?)'-4" 1 1-1 11 ;-1 _911 41 _411 41 -411 4'-411 i--.ois1L o:1 �-9 11 (4 '-'?/' ALUl-1. I :'2. 111 -7-("3 1 -711 ,02011 o: I �4 -��2 ") P.O,.N EL SPA"-' (At-.lt> OV ER..HANG'x-"')..-'A,.:.::L.:;L;:,O:;.,W:..;.:,:A;o.B::,:..;L=.E:::,.._,,,-,--.,......,,..r--,---,--,,.,..--,,,-1 9'-to"(�'-1 1') <o'-7 11(•2}-1 11') 8'-6oi ('l.!-S'1) 7'-5''ii"c'it'4'•'J ll_'-'1 11 ��1 -1�) �'-611 ('l.1 -o") 4'-1111 (11-t "J 1---1---,-+---+-,----,--,---...,,,.,..P:.,...c;A:,.N�Eh__�PAN (A'-''"' "'''"'"'u"I-JG'I ALLOW48Le ,018• O:\ !'Z,1-3"('31-7") 7 1-911 (:t'-5") '=,'-,011('2.'-0") 4'-1111 (11 -,") 4'-11 11(11 -f") "?.'-1011 (11 --a,11 c .o40 " o : 1 '.l.1 1-10'1 1 s 1 -9 11 1?.1 -s• 9 1 -s11 q • -s•1 q 1 -s-8EAM 1-.,__u_��·+-1�:�2.-1_'_,�•-_11�"+-'�o-'-_11_"+-s;..'_-,�•-' 1--G�' -_3�"+�6 �'-..:,�"+-6=-c-'-�3__." b'-i''('l.'-1") --{;,1 -7'1 ('1'-I") S 1~7'1 (11 -'1 11) q'.:5 1�l'J..i-=-1\") ----ID'-11"("3 1-511 ) 7'-ld' ('l.1 -S") 9 1 -4'' ('l.'-11") '3'-'l.n ('l.'-C:,1') l'2.1-S11 (3.'-1111 71-111 ('l..1 -'?,11') ?'-ll''(l'-1011) ALL Aw><. 1 :� 1 -i•-s�• � -·0:1 �911 74 1 -11'1 1'-10"(21 -51') s•-�11 (11 -'8°) 1 1-,•1 ('2.1-4-") _ to1 -2." (11 -§2_ _!_61.=_4,if(i'--:3 11 4'-S" (1'-b" --t'l'-�"('3'-1111 10 1-10"('3,-4") \'l.1-1" (-a'-�") t o '-<o11 ('3'-311) 1151 -9 11 (41 -1 111) 9'-'l.!' ('l..1-lo" 9 '-'2.''('l.'-\O" (SEE' AWt1 . l :'2, l�'-911 (41 -311 ,2.00-1) .o�o• 0:1 i,1-11" Cs•�-,•) Al.Ut'I, I :2 l,ie 8" (4 1 -W') 101 -10"(�'-4-") 'a'-10" ('2.'-G\") 9 1-IC1' (31 -1°) '81 -4" ('2..'-7") 1�C4n ( 4,.=--1•1) (o1 -411 ( '2.1-011 {,1-411 (.'i-O") 14'-3''(4'-5" l'l..1-s0 ('3'-1111) \41 -'o'' (41.:..� -l iC.vic�-5 ") -17 1-11" (5'-71•) -\2 i=-4•'(·1'1-\o'; 111-411 ('31-6") f"l.1-511 ('31-11" 101-9" (-a'-4'') l'l'-5"(1.1 -11"). l\1-'-'1 ('31 -==,·,:-s -i5C'9Ti (41:·il) 91-0" ("l..1 -ld' 9 1-0'1 (�1-1011 l t'-9"(31-9°') 9 1 -8'' ("5'-0") 111 -1" (-a1-f.") 9 1-'a" (31 -0") -is 1.:·3ii ·c41=911) 71-31' ('l.1 -'\") 1 1-'31' ('21 -'i'') .OIS� 0:1 1-15,1 -'l.11 �-1 11) 'STEEL. I :'l. 131-5 � (41 -'l") ��;:t;;-'� �'2o1-d 1 ((,' -611 �•-'a� (a1-011) --lS'-s'' {·i�) (,•_4" c-i.<�011) -1'2.C�ii (3L-l611) ----14-'-s" (41 -1�) 1'2.1 -'l." (3'-ct'') 141-i" (41 -7 11) 1'31 -1'1 (4'-1 11 ) '.l.0 1 -01 1 (61 -'311 l\1-4'1 (�'-G") lo1-7" ('1.1-4") 1'2.'-2." (31-ct�) 101-Qh ("31-t") 1'21-'l" (31-9"') 1 01 -7'' (�1 --41;-sL...161-�·:_<�=-�� 'a''-o'' ('l.1 -G") <a'-O'�('l.1-6") ___ "QTE EL I: 1, l'=,1 -911 (51 -�" TABLE D TWIN VEE PANEL ---------------------------�--�1 ---.-,-�-�._-s-.-,-�--�-r-◄ �----r-" -S�T.-.�1✓•LL P�OJIE.CTIO"' � ;,--1'/1.• I p,..�L. �p,.;.iJ·· • �r,.-.!' 7r----'""-------.,,.. ---.--1 r-:=cm, .j - - --· L_1_v _e _o_�_s_f.JO_w_c _o_A_tl_,_?_s_F ___ (-"'--'·"""'-e_s_1_c,e_�T1AL ?1>,TIO cav�es-.. , muGsr 1 0 °' ?.o � I "30 1a I 2.0 I '2.0 10-,. U>/®o I 40 -·J-c&o __ Fi\'SC IA ,.,,v,E 10 @ __ WIND VELOC.\TY A><tl E\U>o suR.E ----·-�AsF.L weT,c "10 C T----;;;c I -i oa I BOQ 9 0C I ,o ��":.. 9oB __ TYPE T�LC,:, P•�<L UPLIFT WIND LOA[), PSI" __ tATLO 10 I IS-I 2.'l ,,- -�.. ,.. I 4<,, 1! -·---_ -·----·-_ �lc!.OJECTI O�-tJ\�X. Al LOWABLS: ·---_01811 o: I 1�1-011 lo'-0" 81-0" .,;'-011 7'-0" l 1 1-0'' 61 -0" 6'_-!!':._ 4'-q� A.LUH , I :'2,. f--i'j"'CQ11 8 -0 -7-ct1 61 -0-9'-Q• - - --,02,011 a: 1 14/-0" 1 11 -0' q•-o• q'-011 s-o,. ,i!-d' ·t-o" �0 " 4'-o" b'l1" 1--:-,LLJt,'\, I !l., 112}-0" q-o• 71 -0" 71-0" "'-0" 101-0" s'-0" --.0'2.'l u o : I l'i'-011 121 -011 C\'-0" l'l.1-0" 10 -011 l'i'-0� 9'-011 1 1-011 4'-0" R.� _A-=-�'...... -'� :,�•-o• I 1 1 -011 1--0N Gt'-0'1 S'-0'' ��i-2-0" IE> -�:r ,04011 o: I 181-d' 141-0" ld--0'' ftl!-011 1�•-0·· li'-011 101-01' 1 1-ou s'-011 FASC IA !-LlJ H. I �7.. �'5'1-0" 1'.l1-0" 8'-0• l'l'-011 1(1 -011 151-0'' 81-0" G:t�� ---,01s'1 0:1 1·6--c1· 1 1•-0·1 9'-o" 111-0'1 q•-o" 1s -o·• e -011 8 1-0" 6 1-0" �-�sL 1 :2.. --,·3:-o ij q•-o• -q .. o" 8'--0" 1i-0'1 ---.o:M-" o : 1 1..ol -011 141 -011 1:2..1-011 W-011 1'3'-0'1 m'<>" 1 1 -o� 9 1-011 �1-011 �-�_!'EeL 1 :2.., 1�•-011 121-0M 10'-011 1'2•-0 11 10'-d' 1c;'-d' q1-011 '1 1-0'' -.Ol'Q 111 O: I 1�1-0" I01-011 8'-0" 8'-0" 7'-d' 1 1 -0" 6'-0" 61-0" 41-011 ALU�. I: 2.. I 1'-0" 8'-0" -1-0" 61-d' q'--0" ---.ow11 o: 1 141-0' 11•-o• Ci'-011 Ci1-0' 8-d' 11.-0" 11-011 1 -0" 5'-o" '111 .O.LU�. I :'2., 11..1-011 q'-011 "11-0" 7-0" 6'-Ci" I0'-0" S1-0" - -E)(TR . O'l.7 1 1 o: I 1 '5 1-0" IJ.'-0" 11•-o� 1'2 1-0" 10'-CI' 15'1-0ij C!'-o'' 'S'-0" s'-0" ALUl-1. I :2, 1-13'-0" II -d' '11�" 101-0'1 8-0" 13 -o• ?1-0" b'-0" ==--FA�C IA .040" O: I �i"?/-011 14'-0" l'l'-0' 14'-o" 1 4'-0" 1$1-0" l'li-O" q•-o•• 6'-0'1 AL.UM. 1 :'2.. 1s-011 111-0" 'O'�" 1'21-0" 11'-o" 1s1-o" 10'-o". r'-d' -,Ots-11 o: I �,�-a• 11'-0" q•-o• 11'-0'' "1-0" IS1-0-'8'-011 b'-0" 4'-0" STE EL I :2,_ 13,'-0" 91-011 -q�011 ij1-0'' 1'21-d' --.024" o: I 'l.04-o" 141-0" 1'21-0" 14'-0" ll'-0� 'UJ-o• 111-0" 101-0" 'i3'-0" sTEeL. 1 :'2.. lb1-a· 12'-0" 10•-o• 1'11-0" 10'-CI' l�'-d1 9 1-0" 'd'--O" - GENERAL NOTE S I . �01?. FASC IA CONNEcr10N bETAILS SEl!a tll<AW-1 '-IGS ';'20 0-'3 A><D '3�00-4. :1., FO<> PN-l EL LA? FASYE>-lER.'5 SEE TA8Lli E Qt,.I �HEEr '3'2.0 l -l 0� f-'OR:. P,,_TI O COVE'lt.'i TA BLE A C'-1 SHEET �201 , '3. F<.J"'-SSK'(LIGHT. PANELS ALTEl<:NATIN G w 1 ni MORE THAI,( '2. METAL PA'-JELS , use .�e SPA�S Ll'>TEI> FOi?. A li'ATI O OF l:'2., '5E-' !Jore 8 CN $MEET '3�00 -1 Foll!. f,1/o/l(WLUI.\ 'Sl<'('­LtGHr AR:E.A, WHEl?.E "LO S,t'I, SCREWS AR:I! c:.AU,.EC t) Foe AT 'Si«'l'LIGHT LAP> THE'( 'SHALL PE>JETRATe '51:::'l'LIGHT PO-'-IEL 0-'S WELL />Ii MErt•L l'At-/E L. THIS INCLUDE'S CLIP 'iCi.!EWS, 4-, R>� T�E P.T TAC.HMEN T LE\o./GTH li!lcQUlli!E>llo>ITS ANI> t-1Al<l l'IUI'\ ><UMBER OF BEAMS see NOTE 4 ON S�tc.T "3'lo�-I . S, FOl2. A>-l El<PL AN,.T/Ot,J OF E"XPOSUR:E SEE' FOOTNOT!e TO WIND LOAI> TA BLE' O'I SHEET ?,'200 -4. Sl<.YLIGHT PANEL St.0-LL 8E FASTENED W�Et,J Allii!. TEMPEeATUSt.li IS BETWI.EN 40° � ANC:, '70° F. � _JJ 4W MATEe:\AL: .0!!5"' POLYVINYL C.HL.011:.IC,6 SEE NOTES 7 t S ON Sf.\Eli:T 32.00-1. SK'.YLIGI-IT PA NE;L -r0 .. 1011 C BEAM 3" W I DE BEAMS I BEAM ALLlt-1 , 1 �2. t0'-1"(-:2.'-11") 5"'-1"(11 -711 ) 4 '-4''(1'-411) '31 -4"(1 1 -0" ----.01.0• 0;1 111 -S"(l'-11") q 1 -'l."('2'-t011) 7 1-'311 ('2'-3") '5 1 -6'' (11 -q<') S 1-'-"(1•-q 11) 4 1 -�t1 (11 -5'11) ALUM. I :2... \11 -011 (1.'-'3") �•-211 (1 1 -11") 4'-101'(11 -b•) 31-�11 (11 -'l.11 '3'-811 (11 -'2,11) --,o'J.,. 0 :1 t11 -1u (4 1 -II") 1 41 -�" (31 -C\11 ) C\1-10" ('31-111 ) 1 1 -s" (-:l'-4") ,1-S-"(2.1 -4") r•-sH ('l.'-4") AL.I.Jl1, I :2. 14'-I" (4'-'2-n)8'-"111 (°'i 1 -i 11 ) 6 1-611 ('l.'-1") -5'1 -0 "' (11 -,11 �1 -0 11 (1 1 -,11) S 1 -0'1 (1 1 -l11'\ .040" o: I '2.'l1 -2" (S1 -i11) 1 6 1 -4" (4' - s 11) 1.qC1 11 (41 -s�) 101 -�•· (3'-4" I0'-1" ('31 -4") 101 -811 ('11 -4") Al.Ufll. I :2., 1%'-q" (4'-11") 111 -S" ('3'-1011) 91 -S11 ('2 1-11") 7 1-'211 (21-4" 1•-�11 ('2 1 -4") 7 '-111 ('l..1 -411) ,01i;" O : I ��5 11 (�:_�) 101 -0" (��=-�> _.1�:�• _(_�_'_:A ") S '-9 " ( 1 1-iO" s-1 -q 1 ( 1 1-10" li'-q 1 (11 �10") STEEL 1 :2,.. 11.•-q 11 (.1.1-10�) 6 1 -�" (2.'-1") s•-1 11 (11 -7M ) '31 -10 11 (1 1 -:211) ----.02A11 0:1 'l.01-1" (61 -3'') 14'-q•• (41 -7") rl.'-411 (3'-1011)G\1 -4'1 (21-1111) Q1-4"('21-ll" 9 1-411 ('l.1 -II"� STe:£L 1:2. lb1 -C\" (51 -iw) 101 -11 1,-(�•-s-) s<-�n (i1 -11•' �-•=-i11-(11-/111 G'<l"(\1 -1111 61-')1'11 1 -11•� ,O\'i3u o: I 111 -'3 11 (�1 -111) B 1-911 ('l.1 -�") 8'-1 11 ('.l.1 -411) 1 1 -011 (�1-0•� '-'-o'' (1 1 -1011) 4'-"7" (1 1 -s11') AL.UM . 1 :2 10'-1'1 ('2.'-11") ,•-011 (11 -1iii')° 6'-011 (11 -1111 ) 51 -911 (1•-s11) ----.01011 o: I 131-511 (�":"_.!.!.:] '1 1-7" ('2.1_-H") --�-=-��1 :-61 ) 1 1 -811 (11 -3•i) ,1-'l" ('2.1 -311 ) S'-511 (1 1-s-) AWJ1. I ;'2,. 111 -0-(3_'-'3�J _7'-211 _{21 -311) 1'-2.11 (-1.1 -I �). <e,1 -'?,'1 (1 1-10• 41 -911 (1 1 -6,11) --.O'l.i 11 0:1 11'-1'' (41 -11") 1'2.1 -!111 (31 -9") (11 -411 C-31 -3") 9 '-1111 (11-1011) 9'-11" ('11-10") 8 1-q"('l.1-lo") ALUt-1\. 1 :2, 14'-111 (41-21i) 1d -\11 (3 1-11')-<fi�l(�"J 8 1-1 11 ('2.1-411 '7 1-10'1 (2.1-S') "'-011 (l'-IO"),040" o;, 2'2.1-2• (s1 -111 ) lb'-+�-(41-s11 ) 151 -311 (41-5'4) ii'-4" ('3'-K>11 ii'-4" (-a'-10•) 11 '-811 /31-&") Al.UM. I :2.. /"i3'-'i'1 (4 1 -/11') t'2>1 -s• (31 -n+') !'l.1 -511 (31-711) 101-1011 ('?,,1 -111 ) 101-10" (31-1") C\1-711 (2'-11") .015'11 o : I �-s• _(41 -9� 11'-'l." (3_1 � {OC-s11 .. (''31-0�) 9'-,., ('2.'-,11 q 1-t11 ('2 1 -7 11) 8 1-0'' (2•-,11) t-s_n_e_L+..,',..'...,'2,-+�11.'-qu (31_1e11) 'o 1 :-oa"_ (:i1 -"B1'.) '6 1 -b''. (1.•-s�) 6 1 -s• ('2'-o") ----,olA " 0:1 '2.0 1-\1 1 ('1'-'3 11 ) \4 •_9M -(41-···i1) -·14C(1i -·c4·r::.:-1n) 11 1.::,n (3'-�11) l�'-J}I (a'-�") I0'-1'' fl\-4") STE-EL I '.'2.. �(Si-=-fr1} .1'2.'-i'1• fi•-��) \l1 -'511 ('3 1�411) "'qT..=:-11 11· ('l.1-1011 q'-1111 (2!-101) 81-9" (l,1 -q1) .01cg"11 0 :1 1'2.1 -"?>11 C3'-1'1) a'-9" o . .t -'d�) �'-1 11 (1'-411 ) 1 1-011 ·('21-011 1•-011 (2'-011 ) E-'-311 (2.1-0") ALu1i1 . 1 :2 ���tiii') 1 '-211 (l'--i.M)"-"-..:,·•t1·(:.:1r) ·-s-1 -9° (1'-s11 ----..... _-o-w-,-<, ,_o_:_,_,_ \�•-s• (1.1 -1111) 9'�7 11 (2.1 -W) ·e•-1a11 ('21 -611)---,-c�'l.'-'3" ,·-s11 ('l'-�11 &1-!011 ('2.1-�11) ALUf'\. I :2 �oii<3 ,:-3") ,'_:10".{°l'� 411 ) -,;_?-�_ (1:1- 1 11 ) 61 -'311 (11-ld') 61-311 (11 -lO') --_O'l.l " 0 :1 111 -I" (4'-11') \'l1 �T"(�-�)ll'-411 (31-3ii) '4;1-11 11 (21-10•) '11-l l11 '('l 1-I011 ) ,g•-q 11 (11 -I011.1 AL.UM. I :2. 1 4'-1 11 (4 '-211) -i·cr=-·i 11·-c3 1.:.::;-;·,)·· �ci1�1 1 ('2.1 --s•i ) 6 1 - l 11 .('2.'-4") �1-111 (21 -.t\" ,1-2 11 ('l.1 -4" .o�o:• O:t 2.'l.1 -11 (5T:.::.7 11) -161 -4'1 .(41 :_sil ) ·1,;1-1'11 •• (41 -5'11) -i-3'-411 (31-101 1�1-411 (31 -1011 1 1 1-811 (1•-�t1 ) ALU'1. I :'2.. 1'!1 -q11 (,4'-.. !�'? 1'31 -511 (31-1 \11) l'l.1 ":" S u (31 -7 11') lo'-1O11 (�•-t11) 101-101'(31-111 q1-i 11 ('l.1 -1111) .OIS� O: I 1-51 -51 (4 1 -9 11) -1 1 1 -'111 (-;1-'=,") ..-.101-511 ('31-011) 91-1 11 ('21-1 11 ) C\1 -111 ('2.1 -1 11 'if'--011 ('21 -jll")-<:.TEf;L I :2., �C i'"-'"io'i) -�q!t(ii:-g11) �1-�lL ('l.t -511 6'-s•n ('l.'-011) __ __ .024'' O!I 201�1 11 (61 -3 1� 1 4-1 -Cf11 (41 -1"Y 141 -1 11 (41-111) t'l.'-�11 (3 1-611) 1 41 -111 ('31 -',11 10 1-,11 ('31 -411 STE EL I :'2.. 161-'f11 (51 -'i") 1'2.'-2.1'l3�•) -·,�"j"i::.5li(31 -4") 9 1-\\11 ('J.1-!0N 9 1-11" ('.2 1-1 011 �1-9 11 ('2,1 -CJ11 TABL E E TWIN VEE PANEL SLOPES .01511 o: I !41-!011 'is 1-ld1 6 1 -8" 5 1 -111 5 1 -111 5 '-1" 'S.TEEL I :'2. 1'11-'311 5 1-1ott 41-5"11 '3 1-411 .oiA" o : 1 19•-s� 1 4'-311 101 -10" i 1 -2.•1 8'-l" 'i T�EL. 1 :2 1'=>1-3'' q•_, .. 7'-�H 51-s• S '-S11 .01-a M o: \ 11'-7� 7 1-1011 7 1-511 b'-6 " s•-3•1 ALUM, I :'2. �ii 5'-3'' 5 1-?,u 41-1011 -.010• o: I �:i" 91 -'?,11 s'(-2 11 1 1 -1 11 "-'-1'' s'-2." S '-S 311 ALUM, I:, !0'-411 {>'-�·· 6'-3'1 s '-s• 41 -::2,11 WIDE ,Ol.1 11 O : I �•.�1� !!'.:_I?� I0'-611 9 1 -111 9'-2'1 ;i _c:f't ALUM, I :2. 1 3'-401 '1 1-9 11 '6 1-7 '1 7 1-4� '=,1-10'1 5 1-2.'1 ("111'.J� ,040� o : I -?..t'-iOii' IS1_:"q'l �,�-iii· l:l.1 -411 l'l'-411 111 -311 81:AMS Aw.-,, I :2. 17;:[111 -\ji�()II �11-!0� lo�,·--o�"i-.cq�,_-3"",-I, .0 15• o: I 141-10• 101 -C\11 q'-'611 gt_ s� S-1 -SH ,•--a• STEEL I :2. t'.l1 -'3" 8'-10• :_,'-6"5 1-'if" -,Ol.A" o: I 19'-5 11 141 -311 1'31-111 1 1 1 -411 111 -411 _..,,,,_ STIEEL 1-. 1_:.!'._ /GY' 1 1 1 -9-ro'-l" q1 -311 9 1 -311 ,01%M o: I 'jji:'i';I-'g1 -G11 1 1-511 b'-G 11 61-61 1 7 11 _ALU� I_� .!.::.� 6 '-1111 :§.'._:-� 4 1-10'1 -OR. ,0'2.0u O: I \-:).'-'a" 9 1 -311 'iI 1-211 1 1 -111 /1-J 11 IO'' AWH, I :'2.. ��,--�� 7-711 6 1--a:11 5''-5'' 5 1_5 11 ,O'l.1" o: I 1G1-S 11 111 -1011 t01 -b11 91-111 9 1_211 I ALUt-1, I :'l.. 1•31-4" qi_q--;i-'3'-1 '1 f'-4" "1 1-4" BEAM �11 "-o:·1 �1•:ld1 15,..:�-14�i--17}_4-11 1 1'-411 ALUl-1, I :2. \"l'-l(" 1�1-Ql l \1'1-b" 10 --0" 101-0'1 !;�: �:: --�I_ '*'�t:' �:� t::: :::�:. �.:::" (MIN.) .02.411 O : I 1q 1-s-0 1 41-�11 1'31-111 1 1 1-4" 11•-411 -s�L 1 :'l.. -�c� -�11 ·10G 1 q -�" 9'-311 TW IN -VEE PAN EL 10'-311 '15,1_5• 5"'-C\" "a '-S'I "'-11 .. ll1 -3'1 q'-3" ,·-s• *MA.'J(\MUM SLOPE' I" PEii!. f-'OOT EXCEPT FOle. TA8t...E' b T'(PS:'S, 2.11 PER Fo or. ** FOQ. '2..0 PSF LIVSi LOAD OUT'olt:E OF 6tJoW LOAC) A!ii.CA'S ,, Mlt,J, SLOPliiii IS 1/4 11 PE� ,eoQT� ''R." R.E�ER:'5 TO 11:."Sll>"NT\.0.L PATIO c.oveias, SEE ICBO EVALUATION SERVICE, INC EVALUATION REPORT 2228P From the office of: it.it• Slli& T...._l!L� HeAC1P>JGs "A11 T"llt.U .,b'' ..-01,t. COR.ii!:E'SIPO�C>lt-JG' WIND VO!'L.OCITV A>-lC> EXPosu11:.e. ® ROBERT W. HAU SSLER R[GISTER[D STRUCTURAL ENGINEER Alt.II.Ima, Altsla, Ariialll, MIMII. CalifGl!lia, Coloraclo,CoMediclll, Distridlll Calu111bil, FJ.:idl, M1W1ii, IUinois, lld"11 111, Llllisiln■, llli11t, M1ry!IM, MISII· dlllSllb, Midl,111, MISIMi, llffldl, N,. lla111pshir1, New hr-,, N .. Muica, NN TOI\ llort-Carolilll, Ollit, Olil1hofflt, Oltp, Tw1, \'lnnoill, Vir plil, W11hil&Dl,W"IICOIIWl111d� P.O. BOX 6651, !EMP�ETON CA 93465 805�239�3260 &'flt.i AUMAX�� BUILDli\G SPECIALTIES DIVISION 217 TOWN [AIT .LVD. • fl,O. IOlt "'· Yt:IOUITI, Tl!JCAI ·nu• TWIN-VEE PANEL SPANS Job ln1pec:lion 1nd 1uperrislon ■r1 1101 lnclud«I un1est specifiully �trac:t«I lor t,r the client. This pl1n ahfft Is the property of tht c,u.- ■Y: CM B I APrllOVf.D ■Yi /J.. n I OMwiNG l<IIMHR 1n1in-and ffll)' IIOI bt copied ot reused entire!)' or In part, exc,pt OATI: I 0 -1-847 � l.,A/ U-l., 3 2 Q 9�=�IIJ 1111MC1 In this title block. Plan 1xpirH 3 )'Nra ■fl.tr 11:MHO: 10 ,_._ ..... -. ' CALl;.SE&9I I LI\/E LOAb PSF 10 R. 20 R. 6" EXTRUDED FAS CIA -FREEST ANDING TYPE L 6 1 /2 " ROLLFORMED FASCIA -FREESTANDING TYPE LJ RESIDENTIAL PATIO COVERS RESIDENTIAL PA TIO COVERS 4,_0.. 1�'-1 " ,4",.4q" (11.") v:i."11. s◄'' .. <..•'" ':l.,'-'l.!1 1i"'l<◄i" c1.5" •'l ""� .,t◄'5" 'l.-=!:>'-1 tt 10")(.4i''..CJS'1 1'1."•66�,(...116" 4•-01 ,� - 1 1• '"'''"-4""" .. c�, .. 1'l""s◄" .. (1-&"J 11.1-11" 1"",c411 •�c-io;") 1'l,.�•GJ.'1 ("1" 1s'-1111 1," ,c.4'!J''(�s") 1'l.•ic.6'l"i4�") s'-0" 14' -CJ• 14• ,l-114" (1,l.") \'l. 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CONVSillt.TING WINb VEL.OC.\T'( To ?it.e-e.suR.&: <&eE T"A al--S 0� SI-IE�T "a'2.0o-4, LO.O..t) C'OMCIIN ATlOf,J � All!:.E CAL.CUL.ATet) IN COo,JFo"'--MANC'5 WlTH SEC.TIO .... '2.'30'3 (f) oF TI<E l't'a5 UB C. '3, 'S l bC'S o,= "$TleUCTUR:e $1--4-A.L.L. ae OPE""-1. 4.T .. e •''Sdl, IOGA.(.1�4•) POST ..,.,'< Bl! U�ED AT q1-o"HEIGHT W\TI-I �P.O.Ct .. GSAND FOOTINGS "''-TA 8ULATEb FO� Tl-IE '3" >< 4" POST, E\THED. •He '3" �Q. 10 GA.(.134') OD. THe -a•>< 4" pos-r MAY ae 511'\ILA A-L'f SW 1111;�1-TUTE't:> FOR:. THE "3'1 'SQ, LOCtc:.SeA"'1. 'PO�T Ai-,.,,..,. ,'-o" ""'E:\G'"'-.!L WHE"'-E THE FOOTll,I G IS su ... 11:.ou>1t:,eC, I<'< A -a.•1._• SLAB THC' FULI­Ala!!'A OF THE iaOOF -, Tl-II!! REbUCED FOOTING b!:PTH'S SI-OW� IN PAQ.ENT�ESIS MA'< ee usec,. 6. t=Oia E)(PLANAT\ON OF Elc:POSUl"-E SES FOOTNOTE TO WI-.JC, LOAD TABLG 01,J SHSET 3�00-4, �QEE STANDING UNIT5 SEE ICBO EVALUATION SERVICE. INC. EVALUATION REPORT 2228P Frwnthe offict of: ROBERT W. HAUSSLER REGISTERED STRUCTURAL ENGINEER AlabiN, Alam, Arilmll, ArUIISll, CllifOl'lil, CMrlClo, C.-tcUcut, District al = .. =:.. �11=:u�=�= ::.•.i.ri:,j :·::: 11n Ttr\ 11ort11 Clroliu, Ohil, OUal!Ol'N, Or1111, Tu11, Ylf-r, Yqinil, W..,.._,WIICIIIUIWW,-ill. P.O. BOX 669, TEMPLETON CA 93465 ... 805 2l9 l26O Job lna,-ctlon and supervision are not Included unleu 1p.cifically contracted lot byt!M Client. Thi• plan 11\Nt lilt.. property of the tr11i-and may not be copied o, reused tr1tirel)' o, in part, except by comp.II)' named 1ft 1h11 tttle block. ,.,_n expires J }'Uri •fter rwillon. &�AU.MAX _'ef'&,� BUIL[)fNG SPECIALTIES DIV :'.SI� 112, TOWN [AST •LVD. • P.O. •ox , •• ltllllSOUITll, TIX-- ... ,.. FREESTANDING FASCIA TY.PE POSTS UNDER FASCIA DIIAWN aY:: CMB •�w ·Y?.+. 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"1'-'2.,1o 'lO" 7'-lo",.'ll" 14•0" '3'-'li",.1'" �'-11",.18" l!S'-ll",1q•1 l:)•11'1 ,.'l.'2.11 Cli 1-4'\"2'l.N 4'-o" ,1•-4•1 .. ,, .. 14'-o"..,.1111 1<4 1-011 18" 141 -0 .... ,s• 14'-o'' 18" 2.0 0A. 8'-0'' 151-111 ,t," 8'-4 .. >2o" 10 1-'\°'�'ll" 1'2.'·'3">'2.'l.'1 t1'-'3",'2"l.'1 '2..0 30 40 q .. o• g-, .. ,,,. ,·-,· .. 2a· q-1•1 .. �1" ,, .. ,•,-:t11 11-t"'l.'3" l'l-011 ?}-1 011 ,, .. 1;1 ... qu 'lOtl i.•-10" 1'')1-10-0" .. 'l.4" I0'--0'1 ,.'44" PANEL SPAN resa======�J FOil Po,T HCIG,HT s,E.� �F-,.,c,,,. M,#1,IN T#l,l!Ltf: �!"Al)ING,fi AND NOTI! 5, __ SEI! TA&LI! ,,_ FOtr. L.1t,,11T .. "TIONS ON ( A"'TTA.C.Ht,l'IE,l,JT Ll!'MGT"• Se":���- Ir 1'1.1-0 .. Jr,,Vt,.I(, Poie, ,o PS• TABLE A PANEL FASTENERS UNE.NCLOSE.D RESlt>fJ,ITb1l.L R.t!.'SID!;.NTIAL OCCUPANCY -4 P .. TIO C0V£1t COMMEIO.C'.I .. L ""TIO c.ove ... "IOC "IOC l-lolt.l'Z, 'WI.NI) F'ti:S:S'Sut!- ➔ t'i" ps,pr * ,F"AN•'--• C:OMMe.lt.CIAL. "'IOC oa.qoe M�ru,AL nt�� .. ••. s1 sl(.-,i,�wT 1.��"1'·J:.:.-11··�q° 1 1-� H'·°:'?40""° I '-�°"0 ,1::."qq'" i ·.;;;.,p n·· ·,-:�-•'·r.&.� i-.,_-...� '�°-' .., AVE�A.GE SPAC.IIJG OF �Q.e:W'&. TMQ.U EA.C.t' P-'l."1el.. LAP * * 1-A_L_U_M-;. �.o-,-11-.,+---.o--11--q,-,.-4•a...-,-,1'--111 �•-1.11 i'-6w -o-?,1-J" 4'-s" ,'-711 -o-- -o- �'-1" 4 1-10" ON 1ii""l€liiiT ,'lo .. oa.12.1 0 TYP�S. •'-'-11 MAW, P'O ... ......_,., � l!'IJCLOSWD T-C,-C'S. 7,.::::---.# � ")) .010"' NO q'-31 l'l'-s• b'-IO '\1-'311 -c-'31-i" 4'-10" 'T-4\11 -:-0- "l.1-a" 1,'-'111 �1-S'" ,., .02.,: No 10'-'L' � i'-"• q_,,.--o-4'-o" s'-4• i·-o• -o, '?l'-o• �•-o• i;•-1 1 • Po--.T <;PAC.•: �£9 T�BLe .,., ,01."t NO l'l,1-s• 161-'51 q'-21 111-I0,1 -o- 4' 1-1\' ,•-7• (\-IG• -0• "3'-t• 41-()tl "'7'-4" )') .02.e ti10 1'l'-1i-14(-s• q'-b" 111-1• -o-;•-,· "-to" 10-'311 -o-�'-q" �•-t• ,1_, .. ,, ,ol'!l' ..,o 1�1-1• 1i•-o• li·-n- n'-o" .q'-'T ,·-s- ,g'-o• 1'2-IO" 1·-2.• 4': -q• '-'-4" 9:'-6" ,., .ooco• .. � ,i·-s· 'l.11-IO" r3'-1" 1i;•-�• 4•-0· ,'-4" q•-q• � �•-7• �•-s• ,•_3• 10'-:o" �---�� v�s q>_'?.. \�-s• ,•-10• ,!.'3" -o-3-s· 4'-10" ,'-4" -c· 1.1-8" 1'3'-1� s'-�" i.Tc.�L .0H;·11 No Pi'.:0" lii:1• �1-n" 1o'-q• _ ():-�=-�11 c;'-4• Gf-6" -(;--a'-l!' .., -s• t'-1• '\'\ ,02.'1• NO -�� "'ic[:cj• 1◄1-'3• -W'=3;,· � 7-8" to'::Z•, � '31-q" 131-Sf ,'-6" 11'-'3• ,, ALL Yes �'-'?t11 12.'-3" c&1-1d S'-IO" -o--a•-i11 ,q'-10• 7'-4" -o-2.'-8" �•_,.. !51-511 *FOlit. 10 PSF MOlit.l'Z.ONTA.L WINO PlitESSU�l!r TI-ll! A.VER'-AGI! SP�C.ING' MA.V BE ltJCct..!EA�Vt> 50%. *>t; MIN\MUM '1. �C.R.RW'S PER. LAP, THB TWO 'SC.QEW� THll.U F•�c.l" CL.IP C:OUMT ,._.,_ OM£ 'SC.Q:€:W. NOTE! IF TME 5-c:REWS AR6 NOT S�C.!:D UNIFO�L'('> �•cl-I Bl!AM OA. OTHER. 6UPP02.T POINT SHOULD H .. IIE 11.M t!G(U .. I.. SH .. R.i; NE .. R.SY. * • ic, STQUC.TUeE� WITH A. �ATIQ OP A.TTACMt-1ENT L£NGTH '1':> Pit.O.JeCTIO ... LIE.1.'S �"' t.00 Cit.EG.Ullil:e 'SPECIAL l!IIJGINEl!!Q\NG U�Le'S'S PO'S.TS A.Nb FOOTIN<S� TA&UL.A.TEC> °"" SHl!'RT 32.02.. Ali!:E' U'Sl!'t). M�A.suc:e..& PR.OJEC.TIOM FA.OM �TTAC:MMENT P0U•-lT TO FIi-ONT E:t>GE 'I oa. FO!:1. ENC:.L..O'$£1:) T'(P£ TO P"RONT S&Ae',NG W'Al-L.# TABLE B FOOTINGS WITH SLAB �TING s,z.e sHowN l'l." I 1'3' I 14' I is• ic:.• n• IN MAIN TA8L6'S ·�· I l'l' 14" I 1�• 11111 I 1q" 2.1• GENERAL NOTE:S I. FOla DETAIL'S OFrAIO.TS DS'TAILS OF JOINTS .. NI> OT'-IE� Gl;NEeAL. NOTE'S SES l>WG. 32.00-1 '3. FOIO,�pj,.NE'L SPAN'.i AN!> SLoPES se- .,. .. BLl<S C 1>{& 1;Ht; '!2.0'I OR. "32..10. �. LIV& LO .. !>, WINO VELOC.IT'f A>II> Sl(POSUl<eE Ai'E IN!>ICATE'O Ill T�E LEFTl-10ST COLUMl<l'!1> OP &ACH TAl3Le. LIVe LOA!>., .. .,, 81< 'SNOW, Foe. C.CNVl!!l?.TING WIN!) 1/ELOC.ITY TO r:�.;;:��.;,?,;��liT ���� O s"'.at�i�'i-.T ���O(�j •oFL ��� ����•����',IS ME C AU:U LAT\,t) '3. Ct'Lt:TF.:D. .. . SIDl:'S OF 'ST...,CTUltES S'-<," oe. I..ESS IN ,we"'AGE t-lEIG>tT Aee c .. LCUL .. "I"-«) TO A.ESIST n,e WINI:) LOAD RESU LTING PIO.OM ENC LOSURI! -1-Eli TAl!ILli A. ewc1..o­suee: M•i< ee Of' ANY 91:!A\;tlNG WALL TYPE APP�\IEC:, UN1>ee. A CUl?.A.EN'r IC eo �';-"t����i !lc�:Cl.J�\�,;-:�H��J�Efq �0i��•<;_��;.� t�,.��&���';5u.;�N -sH ... LL. H .. v. TME OPEN ..... e .. Of' THE LONGE<t. W .. LL ..... 11, ONE At,!>ITIONAL W"L'--:'.i�u;1- .,,:� �E L::��o�i:":.;.�N �.1'�c�\�'i:':e��: o�-:·�::i•�T ����tii�"'OPE"N-TIO. ... J'SLUCe>JT oe. Tl:.MJSPAIOENT PLASTIC NO'T Moe.. THAM 0,1'2.'S" THICIC. 5'. 3• POST'S MAY IIE 01" THIS f'OLLOWING ,srzes (t>ETAIL<;; O"I 'i,MliET �2..00-1) ANI> MA"tMUM I-IIEIGHTS: 3" s�. LOCt:'>EI>.., ALUl'\11</UM l'!'-o"} EXCEPT ™"T TIii!' AIIEltA(51. ltOOF '3" SQ. LOC>::SE .. ., STe&L 14'-"I" HEl l3HT OF A P .. T,o CO\l�lt. (CH.'1"1) 311 >'◄11 ALUM\NUM TUBS lq1-'l.1' �:�L�i�be\c.v��C>�!'y-0��D "t,,1"( '3" 5<!, IO 6 .. , 5TEeL (,l"M'') 1,'-7" l!cl<CEEI> <S'-&•. �- � T�Ge s�:f�/5i..��g�i,���v�e � ;l,,L�"'..t'st��L ����eTH�"+ .. ��';!'lJ'I���c Sl'ZE. Foll:. FOOTING A'-JCHO� 90LTS '>Ee 'SH-eT �2.00-4. FOR. �OTINGS su��OUNt:)E't) av A. '3 11-s�1 '5LA(3 ,-Me. PULL AIZ.e!A Oi= THe ce�� -see TACILE e ., OR. SEE t>C:'TAIL.. OF 'SL ..... 13 Of.J !iiHe-E\ '3-...oo-3. 'SLAra ,� Pe�f"11TT'eO lt,,J PLAC.e OF FOO"l"II\JG' WHE'Q.E COLUMN OQ. POST SPAC.6' Does NO'?" E'><Ceet:, THl>.T SHOWN !=OQ. THI!! lt..F. 'SC�OLL COLUMN 9 1 -o' MIGi-i, '7. !=OQ. EXPLAOJATI0'-1 OF C,\(pOSU�E �E'E FOOTNOTE TO Wl'-11> LO._I::> TA81..15. ON SMGliT ·n.oo-4. SEE ICBO EVALUATION SERVICE. INC. EVALUATION REPORT 2228P From tha otr.ce ot: ROBERT W. HAUSSLER fUGIST[RlD STRUCTURAL lNGIHHR AIKIN, Alnla. Ar.a. Art.119t11,. Cl� Cliol"lfl, C.ldat. Oiwict ti � flna.KNti,lllilloil. �lovisitM.Mlille,lh,ylW,Klt» � llidlc ... � �-""""'fllM', IIN.ltf»,,lft11 Muice, ._ YMI,, Ndi ew.-, Ollil. Oil..._ Oi� Tun, ¥Moat. �fieie. w�.,.__.,,......,. P.O. BOX 669, TEWLE.TON CA nus ,os nt 3260 Job in1pedioft Uld aupen,lklf'I lrt nol ln�llldld �len lpt,Ciflufl1 contrtctad' lor br Ult cn.,c, Thil p(H lhHt IJ the p,�rty ol lhe ..,.;- and'"")' nat be cop;.d or rwvMd 9'1llt"1 or WI ptl'l. ••c•pt bJ company nMlaf In th11 title block. PIM! ujlrH I )'l&t• tftlf rwiliaft. �lliALIMAX qftfi§' BUILDING SPECIALTIES DIVISION Ht 1'0WN lAU •1.•o. • ,.o. ,o. , ...... ,.oun1, 1'11)1(,AS ,., •• A TT ACHED FASCIA TYPE POSTS UNDER FASCIA DM_.,, CMB 1"'1'M:>'ADHI LL 12 LDIIA-NUM .. �,• I0-1-MI� w. � 3201 ltt'l'lltl►• IO-\G-111 CAUF.SU917 f"'S.C.\,._ C.\..\S> \;_ 'l. dF ... 10 �"-'.. �"''-"+'':t ii» �P..,\,l_'t,.'-�='E. '-"'""'· \MS'f"-L\. "tl<'E o>n; F,-!i<Tl<E'i"f nee>,\ Tl<E FM.Cl"'-fllt.ST. "W\\'E.'O.'E. '\"O';,"\ <;,u»rol•,'IS f"-SC.1"­\l',,'E. l>'E.'l"-\\..'a, 0>-1 ......... , �"l.00•1!.. •,os.\..A,l!.C.��'-N'5:i °""""O ?��,-Jto..�'-'-• �Qt\ -s, ?-.\) c., \.) � "'-\. fp..._sc.11' c.o��- "?>" •'-' "-\..\:.V\.'l'Of."'I o-. .,.. '!.GI, '--oc-..s.u..v. "OS"'\. 7" t \O" J,, ��M C.O��. 10 �' \...OC¥-.S't../l....\A. CTi\ � ... A; r,.,.\_�\i\. PO�, ����'-���\'<o:��� \�\)��� �6���"��'-�:��\o� "-"'1'�':.. �\\1i..'"--..o \')'$'E,.� ,,. \'it 'i.QU'\'-'Jtr,,.\.'-.\',\"\ "\C> "i"i>\_\C:.'i. .. -.!.''. O'\'t\'i..,-._'N\1i.o� \..CX.1'--...� 't"'"'"''tl 4.'-0" o� ""'-� ,tt"\tt.�,o1il.. v-os., .. �..._,... o�� s.•'-\C.� ��� "5.�,,.,_�, "''-""'-�'""'..__ "'"""'<;, "'"'"'� """'-"o "'"'-\C.'E... � .. ._,"PO-S.1' CON>-\'E.<:.,O'I'\ l\o•1h.•�,-..'E...,._c..._.,., \'f �S� \� .....,.,-,:"-'\� 'l_'..O" O'F 'i."'-'t> 0� �'"t"\)C.��'\\,.-._O"\..'i 'l. �0\.."IS "'-"-'E.. "-'E.Q\:.\'9,'E..'<). �·10 c;.,. 1>0-., 0 ... 4"'>q. »o,.-,. � O'f '11.'" 1&0\."C,� 'fO� ,. g 10· "-'<-"-"'"' 40f"lltl''t,O\."'IS. fO� "\'l·f �°"-\1\- f'UU. STRt:NG,-1-1 !.l"I...IC.E fO'll.'\."1!.'E."'-'-"<;.O'i'.C."-'L"-""',,. I\ Of '/o, 'i!>O\.. "'<'S, 01'. ',,'E.'E. ,-o, .. 4 �'"s� -u,c.--.-;,.,,,,,,"" l'O-,,, 0'11. '\","," >< llO'a"C,. -:S'\..O<:.,,:.,:";:."t..,.,,_"" ,;,o�i: '"'�'t.';1,,,,\ 0� '"¼i •• ,., .. 1?0';.-, C.0"4.�'-C.\O�� �-:-t J, 'i;,'t.1-,M C.O�B,. 10 �'"' I\" OR �-' \..OC.¥,S's,"',""-"OS'S WIND LOAD TABLE WIND VELOCITY-> MPH 70 80 C\O 70 c.._* E)(POSUQE * B B a C qs * I'?. Ii '2.1 11 >----Ce"' .7 ., ,/ 1.2 -WIND LOAD, PSF PATIO COVE�,l?.'�o" 1-H�,UPLIH 10 r3 IS-10 -" " \01-0 11 �-5" q,;,; 11,"2.�· ,.-s--·-->\ ll HO�IZONTAL 10 lo l!r 10 --COMMEeCIAL, l>o,n ( RJOTt»::;S,uSUFJ JO.cf 14."3 l"l.O 1'8.""1 1.2. " )\ " µQ�l'l0\4TAl 11.-a 15.5' 1q.1 00.3 I,"!. )) 8'EN'I\, FP..SCl.t.E>OUTW��t, ,u.,q,o ?.\.<; '2.<;.0 '·" " CE!<.l.,.e:ll. P-.Nli.:L (Jl.ll(E.C.TI� IG\.I ?.S.O oO,'I �2.9 �-1 )l CoRNt"lt '°"'"�LCi > UPLlF-T 1.7,'?> 35., 44,1 -'IE,.Q 3,0 )) <:oQWC't, f'¥,.t.K\,. CoNtt.lf(TIOKS ,II.I! 41.'-S-1.1 5"�1, 3_.,--" 'liiUSPe'Mb€t> TV� """'�D .. 'S, i�.5 31,1 41-'1.. 4'3.? 2..W *m,,_J!_ MA� "TIU,!l2AI..., \Nt·HCH .... ,.'S 13Ull..0t...,GS, f:'oecsT 01l.. SU�'F ... CI!. IQ.R.FGUl.A�tTIES 40 FT. O't. MO�fi. , ... HS:IGMT COVER:.ING ,,._"T l.l!P.Sr '10 .,_ of"' T�& A.REA &',(,TEN.0tNC3 O'-illi 1"'11L9 0� 1"'10'-Cr C::i:t.o,..., TME S\TE'. � IS T�li ""10$T St.ve'.l.:.E .._..it) MA.'S TEli!R.ALt,,J WtJIC.t-\ ,,._ t='l.A'r ,A.JtJb CC"JC:R.A.LLY OC:-lit-.1 ,. EX,.-EMblt,JG' 1/2. Mtt ... e OQ "'101Ui F'R.O� TH� '51TI!., i, l<C. TMli W1ND "-i'"P.GNAYIOfJ PC'ieSS'6UR& AT A HSIG'MT 01= '30 FT. Ce IS T ... E C0"'1l!tNE"b HE"IGMT � 'EX.Po'SuQE .t.Nb GU-r.T F'A.CTOe. S I� TM� PR.E""-�UR.� C.OEFFlCl£NT FOi:t. 1'. P,,._ll.T1C.Ul-Allil!'.. POR.TION O,_. THE '.iTCUJC.TUQ.E', �.t::.." 1, )!>��M co��. 10 �"SQ, \0 e,.,-... ?0S3 t. '£.X.�t\Jtr,,. *\0 �.'\,A, or;..t.�t..'NS, 1:\-\..._\:'.) ,U,..C."\ �Jl,.,��\.. \�"\'i..'lj\\..O<..""­""I 1:."-C."' <!.'l'.."V, \'O '11.la.Q\.>\"-"-'<> 1'C.C.0R'<>1"'-G "10 ,_"l, ... C.>'>\.A'i.."'"< '-'L'"-G.'"- "'I"<!.'-"- ISO'- l>'NG, �?.o"?,-1. f2... "'''�"-'-� �"-.\\..'-��-�'1-.'--'NS. 'N\1\.\ ..,/50."0. M�,Jtrr...\.. lo"-C."-1:.'<> N"-01'"-'E.,.._'E.. \N"',,V.'E."I\,;., '2. PE.Q. �l'N, 'i'OQ. 1. "a�""" �-,:p,.c...u;e.� --..0 '",.,,_, c;,c.�'--"""� .o,.\..""{t..���,� .. \..C,., .... G.'i..'.i o .. "I. �-FOR""-"-"'"' 'l>'E..,,._\\..<;, S."E."E.1:>WG.. "?>�00-\. ',,\.l<!.S.>l'f\Y'II0>-1 o• 'i!.1:>-�<;. 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SIDES OF 5TR.UCTUltE OPEN eNCLO'S�b (U�E '1/4" 0,C,. w•'!>HU\&) VALUE OCCUPANCY T,._BUL-ATeD ALL j PATIO CCYt!!:ct (CH. 410.)Jo.e.POR.T OI:. CC>Mf-1EU:tA.L FOi! WOOi> LENGT14 'Tt:I PftDJECTtOH �A.TIO 1.00 Cit. MotEl1.1,1. 011. .._,a,ej 1,00 � 1.'l..l 1,◄I oft. MOU 1.fW TO 1,40 'Sit': ,\::·��":rG.�C�--e��-4T:�.��� aux:tc •1,.,,"2."® 'l.◄"o<-l/4,"11)2.•roc:. 41'l.•�"@ L6"o,:, V..ri•®t""oc 'l4"Q t111 oc. V.11'e1l"oc. 14"�tt.11 oc:. V,4"�1"oc:: •1Cc.•'2"� '24'oc. '/4\"Ei! '2.4"oc... ... ... ""--� •2"& 14"oc. l/4"1i9 14"oc. �··@�"oc. -v.•. •'-"oc. .,.,,...�,.��IIC. "'•11�14"oc. I •1o J11'lV4"@ 'lA"oc. ''◄"e 1'2"oc:. 4'"-t.◄J<'2.Vs @'2A"oc. � .. ,�«: -., ..-�c:��CP��;��e .. -::i�..,M-'...�1 ,r�r:..�.::t-i:�-��;.f•r,.t�-,.7:,:-:Ll!Sf., Fcllt-COl'olCf;t.'IIITS' SL.O"�"\C. -use .... M"ioltT TRU.OL"f5 �I>., IC.tic. 'I" U)C� � '\"'a" "-\.U"'--il:h1: E\/A���•��:���c:J l�,���:r t-;'/�:°'!�T,,�'\\\, • �'l{"I•. ••�Q..•.\"�pa.i'\"'10 C..1'.. "o-.."t. 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OC.C..U9-._"4.C.\�"i,,. (C.) NO' ,o�IJ.r.:,'-� ,....,_ Jtr,,,\\.,_'li,'"\.._�'-'-'9..00M,C.,,._11..1'0'9..1"1 0'9..C..""-�""-C.'-. \\. f�...._1'c.�"\���G,, "'i'fM.� ��\...'-,A.'fu\i�Jt�!A)t,.O'"\',\'-� � '\.'"-\,;)C.'"\U�.._\...\,."'( ,._ 'tlo\'!.'"\..,_�'-O'f , .. \I,,\�.,� """""' "f:IC. l•,,x, .... C.."'-"\..'O .... \.O�G,, ,,,_'fC"I: U:tG.'-""''''-' \4''" '-""C.. SC..l\'-""''s.t..ei"o.c:. .. O't-'-\..'1 ,-09,,...,,...,"-1-)""'-9..'t)"'\"'<9\. ""''""'-C.'t\\.� ,...\..O._..,� '-C'-'-.'-' �\'t)"I:. t)C) 1i-OO'-\�CA'a Q.>�\.\'F"( ,..� ..... ,,. .... c. .......... '-),"',_.,_ n.\�������\;) �i������--��\.!.\\�m� �'°'--,:ov,. '"\O 1'),."" .lilt,.�OY'C. c.,-,...,_'t!I'- . f>"-\'N.' -..v.trr,..\.\,. 'tl'-e,o,-,,,O'S,\� \t••,l't\\'b\"(\N,G,, '"\'f'f"�. �,.,,...C:."'-'-,. ''=-OM\°'t°'t�U W't\U\'-\>O'io'"\\,�"w\°t,t...'i)..:>\.,:,. \"'"'4:, A.\��•��,, -."\.OC.'tl...._,t..>..M., '\".,., .. ,,._wM.,O� !t."'\OC..,...9(:, .. ,: .. �; c..c,,--.,;'Nt\)OQio�•�"•·o"'o'' i.a«.�"\C.0�'300-'l\\�L-\R\o\'-"-1.. '"''-.._�"'� '9...._\\;. '" ,...._,,....c.."'-1.�,o TV..\. 'N""'-.\. """"'tlo'Y.'i...�� V."-c::n 'Q.OO\.A-,:O ,M.!'11,'""'-'- '-'1-t.. -..09 � ... �'-. ':.C.�1i.W'iio '-"'�'-�1.. �G..\� ,._It,,,\\,. '"'-\."t "=o�"-U.. � \�S,..,_\..\..�b ,...._ 5¥,0\N\o,\ ..,_�L. \� �\'ia c.,":,...._ ,..,_'i�� \� �O ._\V.\'"\ ,0 "\Y.'-. \..\.."'1G.'-Y.O,= '"\�...._ 'i..X\':a'\�0.'l. ... � EXISTING EAVE TABLE 'l"',_<,�e'l..: o.c.. '(E..S 'l�M 'l'l"' 'l\" """'o'°' -i--,.c.,"e qt,•o.c.'. "N.o �y• �o " 'lt," ,.,_9-.,'-'CA�'-�·,.t; �"l. "'o.c.. '(�� �'l: � .. 'l!." "t'Y«. \'"'1." -..c.�o\..\... C.O\.\lM� �""-It,,,\.\. 'a'i.. 'f-.,,_�,t"-\"i.C> "'li:0 ""'-���,...t�t·\������� ����0�c.�",,._����"o���� 'l O'f 'I'-" '&O\.'"\.'it \�ta"' 0.C.. 'lc.)I..C.��"'i "'li:\,\Jtr,,,°' �o� (..'' �1,."'t.t:1,,�t:it f'""'-SC.\"'-. '""-"i..�'-. 1b0\...'"\'ia M/rl,,.,"( '&e.. OW\\'"\''i...,:, \'f ..._�� "'-\. 'f1..ei,.'W,c;,.� \'i. \'-\�� . .'-,'�'.:.,:, \\,\ ,.W'i. \/1.i:o..'"\\'N.C:,,, �\..O'"\ C'i ,;:'->.,� 'F""-"c., ..... """'"'O t. ... ,""' .. 'i.'tl, \'W, ,..\..Sl..C.'-.. �--"t"'-'I.. "\'"11,'"' .,,_\..\:)\,A. 69.. �" �Q.. \..OC.."-,,"':,'l.ri,.,,'tJ\ �OS.'"\ "=o"'-i:o..\...\., 't,� f'fltt.,ot:,,;t,�'i.,,:, "'\'O'"\\\'-.(.Q\'4.'N.�C.'"\.OB, O�"'liO"'liYl.��'N\i.Y.. �'Fo�,:��t��� �'��¥-''i.o�o�����:��. ,cf'6�\��\��� ��� :������'fJ i���-�i. ��!..�C.:�� 'J\��i,�\�c;. ,,,_�"Cl '-�''-"91-,,:, '-� 9'....._C......_ ,,,_�0 ,=,o._-,, 'i>"'�c..,N.G.':. 11,,,,"A., "t.'OUC.U:) ..._O 'l�o;. O\:= "'t\\!c \l,Cl,.,LUE: '5-00\IJM. 0\-l �'1.0\ fOV. �� R.'F. SC.�\..L �\ e.'-O" "'G". I "'-tt."�f����'('""��""'c',si;i',,'\,\'-'"'t,'-...._ 't)........i<';I.. n. ,a. ,=,�c,,..\\)...,_\:) ,� ,; \.\�,,. �',;) ,o '"""'" "i�Jtr,,,°'�"C'° .. C.�O\...'\... C.O'-'-)'-""�-�•',\\C.. re�"'"'-""!.� ,o G."""1 ,..,o�"' \)":;,� '"'� 'N.'t.'-'S!SS> c;.e--:, �o� �""" ;��r;�� ���2� r���� �!.��, �';..,�\����i���'"�� ..... 'N'"-'°' 'l. O'f 'h;. �'-'"\'-p,..°",:, "-""""-�\\"c.�"lo. v,�"'\1i..'lt-\. "''-""'4"i' C).)"\'l �o;'"\ �'"''"'-c...._ ¥..� ,o �o�-.. ""'"'"' 'l. cf: \1-i',o\..""'\'!:.. 'f,,jfltt.,\.\, �fltt.,S''l."...._!,.\'-'Z:,la.;. ""t""-'aLIE O"'- �2..0"i:-\, �"1..0!r- 'l. Oil. \.\1!�0\-,\. ro" ..... ,,.flt,,(_Yl,�1-) -�°'t'itUC"TUQ.ES M)t:i. ,o �.\,/\. 'i,C.�\.'N'51 '�'-..... C..� 9'"''-'-'-""'• \1i- "'(.��'�'-� 'IQ,\( ,. ... , ......... °"'-;� '\'2.0\ �" Cft,I. �'l.0�-, . 'iC.""-1(.�'S, �,.._1..L a� b'-'t't.\9'l,.!i.:b fltt.,C:.'-"'-"'-""- ""'-'!."'POI.S\'a'-._. 1'.f. , .... '\.C..\t,,,,.�Y'f-'l.�""-""'1 'tt�'i>'-'-�'"\t..O \t' 't\l\'\...-OS., 1,'l'trr,..e,\-....Q,, \l"ioUl \�'-'O� MO�t. "i"'-"'-"-' °'I.�.,. 01' i.\\,._\ ""{''�'-""'-"'-"O ,o� °'t¥..'- t:-o·"'-\G.Yii. ''h.· 11..•. �C.1'.P\..\.. •o'-"'· \"'-,"'-JI,..\.\.. ,-OS.'"\li P\,;..1-) C.0'1,,..',:)""�� "'-"':'\\c..,...,\,. � \l.\\..1"\ "'"''"--"°"'-'T �"'-t) su�e. \C.W\1c::.-'4!0L\ �u_ C:ONfl'Oll"' � ,cao� .... \..u .... ,-.:iw. �li.'w'\C.&,.l'-lC, �QT WU""C:.IEI:.. '1.\�. �Jtr,,,Vl."»'-°'t ,'9.:,:i,'i,O\..� �""�""''-"''-'1. "'""-"""\..\.. ���\\ T��� �����'i..� - ,,,_���Co'O'N\�����:� .. ;-����,,� ;���";.\)'�t��\l.'{��i �\�����'� �;;;:�°..�" ��;�"!t:l c:.u,--.-...� .... '\...'( � ....... IC.BO I!.&' E .Q... ""'""( �E. s\),,.�,��"'l"l.'t:i \"" 'fOO'"\\�. ':,\""-''-""� ':.'-)��-,.\'"\\::i'"\\O� ...... ,._"t %1,.\,,\a.,,�t. '(o,11,, "'""-'-'- � ....... "'-"-��,� �o,.,,.... ""''""..:>,.._......,N......,"-'tll ��o�"\�� \�������1\;_ ��,�����i'�:'O" SEE ICBO EVALUATION SERVICE, INC. EVALUATION REPORT map , FAIRHAVEN, TRIMLINE, AND DELLO<E ,_ .. _,. . -CONNECTION DETAILS- ROBERT W. HAUSSLE,R • -GENER L NOTES -TWIN·VEE �LS STRUCTURAL FASCIAE ltlGIIT[R[D ITIIUCT'l■Al [NCIIIUU ,....__Allw,.ltliNM,Al._.,Wllnil."-""�Oilllllltl �n.•111-. .... w...---. ... ..,... .... ..... .......................... ..,. .. ....._,.._._..c..-.-........_ar..,T-.......,....., .......................... PO IOX 661 fOIPLEfOH U .. ll"S IDS•2Jl·JUO &!�AD.I.MAX �&,� BUILDII\G SPECIALTIES DIVISION .. , u, •• IAU •�v,. • •. o. ,o ..... 1111101,1n1. TUAI""' INSTRUCTIOICS FOR USE OF TABLES Attached Type Structures, Posts Under Fascia (Dwg. 3201) A. SeleCt the fascta; pos t type and height and enter the main table at the desired load and panel span. Read across under the selected column type and height to determine the required post spacing and poured footing size. B. Detenntne the re(f.lired panel thickness fro,i Table D on 3209 or 3210. c. Determine the required ■ini1111.1■ ■lope of the panels from Table E on 3209 or 3210. Maximum allowable slope 111 2" per foot. D. If ustnc a slab w/o foottna the pos t spacing 11D1St be limited to that tabulated. for the 1.s•• scroll column a•-o"' high. For poured footings surrounded by a 3 1/2" atn. thick slab the full area of the roof, the footing size specified. in the main table may be reduced to that shown in T8.bte B. E. Determine the mini11ua number of #10 8.11. ■crews required in each panel lap by dividing the attachment length by the projection and enterin3 Table A. F. Determine the re(f.lired wall fastener size and 3pacing from table on Sheet 3200-3. Use washers if required. by footnote of that table. G. If attaching to an existing eave in.sure that the allowable eave overhang of the existing eave table on 3200-3 ts not exceeded for the desired panel spl\n and existing rafter size. H. For fascia connections, wall connections, and footings see details on 3200-3. 1. For footing anchor bolts see notes at foot ing details on 3200-3 or table on 3200-4. Attached Type St ructures I Posts Under Beaa (DwJ. 3263-1) One Beam A. From Table A on 3209 or 3210 determine the required panel thickness and from Table E of the same sheet 11.tntmim panel slope for the desired panel span and overhaiig, load requirement and Skylight panel arrangement. B. En ter Table B on 3203-1 at the desired extension and panel overhang and dete?"llline the tributary width. See diagrams on top of ma.in table and Table B for description of extension, projection and trib. width. c. Enter Table A 3203-1 at the required trtb. width. Read across under the selected load and beam to determine the allowable post spacing, rE'quired post type and poured footinl' size. D. From Table C de termine the maximum allowable height of the post selected. E. If using a 3 1/2" 11tnilffll1D thick slab the full area of the roof, the foot ing size specified in parent hesi■ may be used. F • De1;enntne the minimum number of #10 s.11., screws required in each panel lap by dividing the attachment length by the projection and entering Table E. G. Determine the required wall fastener size and spacing from the table on 3200-3. For wall connection details see 3200-3. H. If attaching to an extsttns eave insure that the allo�ble e'ave overhang of the existing eave table on 3200-3 ts not exceeded for the \desired panel span and existing rafter size. I. For beam connection details and footing anchor bolts see 3200-4. J. For footing detail■ see 3200-3. Freestanding Type Structures I Post■ Under Fascia (Dwg. 3202) A. Enter the main table by read.ins down to the desired load, then under this in the left coluai to the panel span. Read across from this. under the desired pos�t type. Read the post spacing and, under the selected footing type, the poured footing size. Some footings may require rebar. See footing details on 3200-3 for re(f.ltrements. e. If using poured footings surrounded by a 3 1/2" min. thick slab the full area of the roof, the foot ing depth shown in parenthesis may be used. c. Determine the required pA.Del thJcknesa fro■ Tible D on 3209" or 3210. D. Determine the required min. slope of the panels from Table E on 3209 or 3210. E. For panel• fascia and poa t connection details and footing details see 3200-3. F�r anchor bolt size if us�na: base weld111ent see 3200-1. Freestanding Type, Posts Under Be&IPI. (DWg. 3203-2) TWO Bf?ams A. From Table A on 3209 or 3210 determine the required panel thickness and from Table E of the same sheet m1n11DWD. panel ■lope for the desired panel span and overhang, load requireaent and Skylight panel arrangement. B. Enter Table B on 3203-2 at the desired ,xtenston and panel overhang and deter­atne the tributary width. See diagrams '.at top of main table and Table B for description of extension, projection and_ trtb. Width. For two beam symmetric types thi!I step aay be omitted and the trib. width taken as half the. panel length. c. Enter Table A at the required trtb. Width and under the selected load and beam dete?"llline the allowable post spacing, (top entry in each box), required post type (IPliddle of each box) , and the poured footing type and size. Figures in lower left of each box are the footing Width, the footing depth, and the depth if a slab is used. Those in the lower right of each box are for cylindrical footings. Some footings may require rebar. See footing details on 3200-3 for requirements. Al ternate post types and heights •y· be substituted· in �l}Cc9rdance wt th notes 5, 6 and 10.of 3203-2. D. For panel, beam and post connection details see 3200-4. For footing details see 3200-3. For anchor bolt size if using base weldment see 3200-1. E. For special structures using four pos� see Table C,of 3203-2. SEE ICBO EVALUATION SERVICE, INC. EVALUATION REPORT 2228P From the office of: ROBERT W. HAUSSLER REGISTERED STRUCTURAL ENGINEER Alabama, A�IU, ArizOIII, Arllnsn, Cllifonlil, Colorado, Collnecliall, Dislrilt ., Columbia, Ffoticfa, Hanii, IUinois, fnd"•na, l.ouisiaM, llaint, lwyfalld, -chlMlb, llichi&an, Missouri, Nmd■, Now ffan,psfln, Now Jene,, Now Malet, Now Torl, North ClroliOII, Ohio, 0lfahOffll, Orqoo, Tow, Yennlllll, Y"qinia, llashinsto,,, Yf-,in and llyom"I, P.O. BOX 669, TEMPLETON CA 93465 805 239 3260 £l�AUMAX �� BUILDING SPECIALTIES DIVISION TABLE INSTRUCTIONS Job inspection and supervision are not Included unleu specifically ..,,=,,,...,,.,---,-,-,.,...--.-,,===---------..,.==.,,..,.==-----1 contracted for by the client. Thia plan st\N'I: 11 the property of the PRAWN av: TN H I ,.,.,.ROVED eY: n lDRAWING NUMIE:A eniineer and may not be copJed or reuNd antiraly or ln part. except O o + I ,9 -D � • + W, • 'V,, 11 3 2 Q Q 2 b � In th" tit'-block. --• 3 ft .. T., I -_I -o / 1..ClJ'OJ/1 , -r!vi!rC:�"Y Nm.w II ... nan uperN ,..,. • ... .-CV1s£D: 10-14-� CALIF. 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