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I Ia f..J 1 t'.. 1 ..,. �w .k.:+wr~i4�lr.,�t. �i�e.*d.os -� ,►.e+• �4wi'.(T: iMIy4r'/fIt�•yariwMt•.ltlpr a i f. �` 4t to R 4w* 4•40rG.i"o, ay dr3• Is•w.i- « el f O OO 00 O O GPI&O�rOt-I�i fL�}•�� ! 'CM•niGTlOry ITTWMOLR•p�7(i,{,•AR. "low 411061!T!!4. .� �•M 12• �r--•.r..•R�.+-..�_.-- .�. r a«,aps i Y..f+l. ' '.9.OM f%ATW • WL of=Dwro IC[rpm . f 2 7t�iJO o..r.M.. ,Q Tic�' �� ,�.��e,,,I�rl�►,�,I�.SII.�....�t,�■1,�,.�,I�.t„�t.,,���l�t■I�.�.t�l, 90-28 IGM1r�O-Lo•17:!p•L%. MMCM Of 7f1 t ORA1L!li I WOMi®TO lR 00«tSTA11Cr10 SECTION! KT.t "°�"" MOBILE HOME ATTACHMEI DETAIL&!' KTz ALT.MOBILE HOME ATTACHMEN T D.. A!L «TL BEA>!w SPLLr'.E DET .{L I&Tel A 1.'�r" C" - If.ovd ' v.►Rity Pp'.by-+ -1.J'Ts IGo•p - -'�—=t-- - - YI • �� 1 _ i0_-• � lC�.. __...fir v i � vl • � a ,•u s.Ms.uas 2 ptwaL.-t>'ftc. � � Y j � el ;� , • J eTN .. 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C 100 4:9:x 7-1• vy:.F T.70 7.95 ta•7 L / q V t- �ap jP.II + 2. Metal reef-ever panel spans. as well an and mslo. `2'. 1A O O.OZf7r IIO 4►�{lix ' • • p.rllas. 020 pllns reinforcement •otter and their rewired =O pjs •Y U rose.. hom rase determined b hon Tandalll. ►.E., free, W Z y O tp 2•W/ry11.Ot•1 E171•N 18:70 5�• p Tandelll E.g{neertno. Tops. nerfda, tMw.Ip. • cwtn.ltan > < i I" �1Gra 4=L" 4=�' 4pOEs `•�O �•`-rJ' 17aw f yJ�J.J of testing.M rational •n•lrei.. Tout reports am .n.►rel.; O d `�0 IAO =tr of Ir to?• It /� $ 4''g IZA 4 '�9.8o w.an dal.le this office. _ do v.;o4td up A:up• G{.*• r I F'LAIJJ 7.60 71.O a «eera.❖ft«.r••r•ei—s .hall rd aosa-n .liar eni.�., W = < L1 4ol r f J ZWcc JF016 OF*Iso +:�• 1r{d: 7!•0"' r C-p►ofe= vwd Grr02 4.27 14.43 q•09 92.20 94:06 4. »Mil be so'�+`os alloys, Stall-441111~ —11 as l demi rww m J CL to Io0• IIL1Lp ,1.-1p ►pL� R. The mini mme thasb..e.e. of all extrusions am roll rww. 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R v.1ue• of iobg9o'ie•e atinee.0 a.fNt and without 2- 11 TOO= eye&—haw be—delweihed,rased an /eat ►.-ails• 1 eeA by •stleath/easel aedred/tan testing1•rwa/Mir ImpLM, t - VIElY V16CCJT1! p T" 239 dee/ att ep Mt} i .'t)eMA •►d—ate we On fit.Min tbl• I Gs m O.a. •� O.O. �`4rrrooff{www ¢.pe► office. R 11eR ia/�--'i.nl •asf-ewer .yet... Mire �•-• - - h ►la t he• to moo. 17LdI d'OG{•�o e,teru..r uaw M.e.rrww�ar/ta—.r AWWA Mase" and lets free•sew described tastes 1140,M.F.H. • 0=4:1' tit.ip� 0-GM �,11a 10. -Nili!'-ih I&* aw;mPpmw►..lJ.nd• plan for ce strutt/a w _ I any has."M•lf"bin-iter-ow-R l.'tstikof 0M Assmiatxe..toe. • Thfe Nast iJlflswtld lwlw .pined Md'sus ry the as~ r . O IQO M•f!}/. T'ory .�d'p "1Mp 46.Lr •ECTALOIOEIIo i.. —e/n.er. rr'ik..�'m.►b�-rniiw•torr. las. ~ f "` SCHEDULE --MINIMUM QUANTITY OF F8xV2'SIMS.IAIITH 3l40!WASHERS REQUIRED:.PER PANEL -n- 31`. > FOR ATTACHMEt4T TO * 9 .GIVEN THE PANEL SPAN USED > Ill ymmvOOta2Y pi T40 01-40" W-1 TO G'-90 a I_j • TIO 8'-00 -terno wl- 1.1...E.» .�JWdS 4••d .� �. 9 a 71990 90-62 . 11to Mn+ 40 a ISO 108P N ;& -+k-vK relaid 11t yrwae ( of 2 - - !(!Tart OJiTn.•1 _- I, fuL6 6a r•i T- {- A A Alk ` — ---- � .lens• � I � I i j T[ 0 T4 Vj i Tt t I T[ TS ► C i T[ O( ••! Lj To To L � - STI AM a H to BC►X BEAM t� BOX BEAM ►3 2i SNAP BEAM 14 TILT BEAM s� 2a COLUMN t� FLUTED COLUMN �� GUTTER - LAP BEAM �_ ` _ Sou-TS AWaII►ALLOY W To i S I — - � QQC7 .Dole• �. J r.I fit— _ _ //" .. &W C\J W-Y 's. 0.•.to/<T O <� � TI 8 ~ .. CT) t..-.., t0 J �.b• ,� �F. — } � e .�,t'�,-{.�_•o:�.t_r'�t.v• 1 t Ate• i l_w� . �� FASCIA t� WALL HEADER ROOF PANEL t� �1 COLUMN BASE AANGLE t2 =0 BOX BEAM 2x2 CHANNEL Zs CORNER COLUMN - r- loc . tools ON» ,s H ..alftvt't ,TNn,tllucNO IMI an o e[IIANm 1N NUILD MS WITH THE L 7 — 4.iv•oAl Io...e" ♦,�".IAD �Q.00• - L: t �SC�1Si �a1d�r C t!ise AND I7aa IMI an As M sTAADAIm SUILDINa tl70E. 't Ti1B '� Sha'. th(1 C-0" UC It[Sl�i� a�4 f ots" A; _ .11le-i•W eMlllg Ca `l8 . 7ans.r.ow" 4 f� li r�r� Lox"i_� a - yf !'�` t 1�Y t Tial 'LOADaiIo0 N.►.N. • + this pc't Yr1ft`7Ewo LOADaI IfEStfi� Yt WAu LOADaA I7 ►.a.r. INEI71CT70/ LINITI IAwfO CLQ. (tt � Z. NrrAl war PANE.iE.. amlr* T IwVc1 DAINTIMINEaarAw+F-LMILLI, L[., rA TO NATI OOINIES.INS TAMPA,rlALYSI TI l town AND AN Qr IS ANEa r MTIOIML ANALYSIS. I.N.T[1T IVOITT7 AND ANALYSIS AAE a r1Lf IN THIS J : t Orrt[2. t f 4. 7. ALL ALl/11Mt1 EIT AIUM SMALL R SOi7-T[ALLOT OiLOa 1.;ice 4: -- QTt7a/1[E I113M. W jj (( s. THE TIaCMG M Or ALL l IMAIDIA SMALL M A. t10M oN THIS �� L FORMED 47 ROLL FORMED HEADER "s ROLL FORMED HEADER i' ROLL F4''_ ED GUTTER D.AN ACCORDANCE WITH e»� ��ST��� J DATA ii ISM rLDDTC�11 -. ALIMM ASW=IATION INCDOPMATIED, FA C:1A 4 5. ALIIWINIII NOOr .MDL ALLOW AS WELL As ALL NOLL r=wm ECTIONS ALLOTS SMALL E AS NalmI 2106-0114 MO 7004-•0[- . - L. act AND DOLTS SMALL tE 7070-T4 KJMINIM M10C OR a'TAINL[SS ,. i. _... _ ALL7 l WDNa[I1ANafON NOSMALL = MLMMWI2tOR D RAiIItM STEEL — COMPONENTrS` +�+ 1 -,� j Mm Ng".Ng". SLUIE ANc101a ON SSUIVA LENT tlllwTH TO dmume .n. {,\� "..r ANCHORS a/WALL •OET1MiE M NWL71lT[rOD'T1M A NINIIEIW tT ALCDTitV l.�"t T'`. •r IN ADDITION TO rOE,tATiNt M TNIA70E71S or AN. rIN1aN I MTERIAL Al -1m OW M ELAM. •�".-` R - y { -e• 1 ;,E f ..,__. »_ OMLL 7100..f. [ AT ry i l V i T MUST 0:• 11,4_t A-,.�- G ;-5 i'��` � _ y �c�11f�'' �•''A S.- IILL COIWp1[T[ R[VQt! I Odr10S V[ Sttlata SAYS. .. t i'�(1 ?, {;�f 'it - ;i. aE A.S.T. 1S MAO[ ' Ci�y bul, D,i;G 11�. -l' , i. �� ALL AIEiWIOIICIIIa ffm.EMLL Nr A•i i0 � � { !!t� ��.�c POUR {� �. 5'�t-.1\ �rf 4,+ 10_{DOI[IJI IND ON WALLS SMALL BE 60 rOSnli NINMIW MOI. »�S,�A-.p t• 1 l/t ,`["�`,i i 1 i r;,, - bi 1`' r•� A"Q'"= !' 11. [TNUCTl11E SIMLL IGT tE ATT110ED=A CwT7L[Hat 3 • ' v CALL 4 H V }{t 'LC i OP- { - wnswr tlTiauT nus awainus aYSi:rsc aatlNN ArrNaAvi C. T fp1�y [ -}: - ... s _ - - (� -YOUR I hil:1��� t�.^•F,Si i :�• w'� ' Caw ►La � 12. IT a1MLL ac M THE.gxlM ATT ar M 1O01IT THIN TO VV tItl _ THE AO[WaIACY OT THE QSaTINS STRLICiLIE TO StsTAIM -.IOi, Q <� atIrERIMP08"LOADS MO TI VERIFY ALL SIISDE[OWa AT 1117[ c �(���J i. ��:�F�� 11vt5. + \ 17. NINIIVI COIL arIANINa arwGTT YS E 7000 P-6-r-- or .S.r 14. NvwD11cT1ON wRo w*►IIOA,AW.Or TI/Q/lM 7,++••i11aI6Tlur'61P t ANY Low SMALL E DOE M I0E2[V ICN AND AONOC IATEN..11Fr.^•1 i yn Two SAN.1S INVALID SILOS SIDED AND Oran BY;DIE-'#SOAK'S';3,C jF 1990 fMSINE[7t. S)kp-28 . . r _ Is `.i 1.4 00 N.►X. /(�I.O�LOa `�.` 0 _. .M�X• t aaT.1 •O�OMtt.L..oi Z - ' - cli+fGul.a S 'fie.t -- NaT!/•-401 ala t® (Dam SO, aGGxhCOYi.ir. I x. II 4►.. s�� max. —�, .: -.Lt -Aw 40 OcenlT^ J �1 �, ®cew7 �►L 'M L m s co1.tT t� �►L csr t �' >L L 4 �•rr *L—'1•— _ \ TTR Rr.Glv! TYr: rte.awa ... f , ' 17 (134 r I 4 rawT T1'} ia..s/os •f•'•T. I/x ltiTlrtGt /R 7 b �(i E%14T1►+i� rwr. 7( Cxrswrlm41. EDT7R x 'I. ppllii 1.a1.1ta - Qi Mobl/-!Iraefe� P.W411l�i:044; 40"T �f S = I I- I. L-1 I I FF -•,.--,.--=a. 'M rte' SEE Pmxz m R> wW •• alt Lw Sm PROCEDNRE.BELOW, SEE PROCEDURE BELOW SEE PAOCMM BELOW t�0 ELEVATION— SINGLE WIDE MONOSLOPE ELEVATION— SINGLE WIDE CURVED SLOME ELEVATION—SINGLE WIDE GABLE SLOPE ELEYATiOd_ OUBLE WIDE GABLE SLOPE ri so MIM MTs -ltO Vll1N ----- Ts . . — ._. KTs fll YlM wMTs Z O ♦ Z .�•IT nR T C& w J W j ?� Q ssa: !Iffi-0 -- •fes! � 5! O s 4819 1ANDYGi /•� E '.Q Q N m 'S. R� ,� • �19OSi/ems/�i � Q LL QI t f P 4i!lm7t•fiVu1.G $ r �'� .� -� > s OcrIBOYI-G � `�-.� l �J 48!?i01+/OYLJi._ „' 4 F �,Q Q m i J• r ��(( J1„� cui y -�' 4 ew•T ix y 4 � filly m i .,• Z �Z z � p ®�mNT w sI O.tcoNpT.` .._ wrfiHly r+oeMa H• D Tp rr N; Z * �• SEE PROCEDURE BELOW SIF SEE PROCEDURE BELOW t tr m PROCEDURE BELOW _ j�•*' s"a,•� cc 2 ttor+E W' W ISOMETRIC— SINGLE WIDE MONOSLOPE > 2ZW ISOMETRIC— SINGLE WIDE CURVED SLOPE ISOMETRIC— SINGLE WIDE GABLE SLOPE , BEs PRoc:EDUAE BELOW O5,05 MTs KT-112Mrs LL 0< 0 M.M. • �,�'�,,,�'"`�`'°"""` I Q'!'SOMl _ sxl�• w �4„a��.�:�t�, +.sk,.�„ ISOMETRIC— DOUBLE.WiDE GABLE SLOPE' O v 1 bx w�lrliws r42 M1Jt.) r1.Yad7p „ -s!! �d� �R atT'I' 1 U&-Alb 14 T 1 �w"Not.”2 DO cc O rl y�+. 1 y 19!19 ssMroYue 3la.�sou�! 2•n+lc.!rye GTYr7 Tls W �Z•N O tp � i.:M`tsts� Co Vq+/1!" _ SCf� !TT -- --- �IhtGYlmiT1YP1 ----- Mlw --- - -`i �•TMR L•f 3 ---- r - ltdar�/t•4►+•!Wy .erlra°wtsa+caMltaL' O ` ata c* 19 Ilt.+lGu Idf1q•1 � I B '•.J L. �lf4"4 w�lr�tl rt-�l+tll�+csj = N Z J SMO ------ -- - -r. ,. 2° yr✓x�r./w ` Ns� Tom+ - °R'�t 01111111 er.sw�rs.x N AO e W =w_� U. " Gam" - Lslexs•f►A -- -- /; � O CL O (Y.9101UI I-- - _ '�3W.0 31g "` 4 tw�w�.. J D to Q } t Or lox 2r�yyi .fes 4m.•190. /j lam.Tle.�'Y3 1.1000�T1SLf- �n ® mks w"41"exam GTYr -- tfR91'f 1 1' Lx15�tt•q IYG wGsygT: vof/sfnw1tt� wR Trn1Ti ..pttyTt NLo��oeota GxITiT1 v.l®I.G Rxlsftt`°fl "WI AIoK - * w i•sw,a.wd'►!M'♦� `� t.Is CAT., tR is IG.01 ON'/a"G M��t+-�+o ffau�a s�e +s�Y*R ow 4�a+GnAW)?16y*t cfo wetllnS b•e.c. \ Ds/gt'lwlail vws+r7 /P AW&%40. MAI „YTfD�i Id•sf a 0� GTTt!� i lfclTrtt•1�4t..t►Tlll.y _ exrsn wa. ;: 3ny�3 ti"�fan - e-tea�a ,DETAIL 1— SECTION DETAIL 2— SECTION DETAIL 3— SECTION TRI,,,�'�„ .• """''! """'e"' _ ��,'��� Iowa 10 �tSvva,/wti .ni:Y.4".t" _ - -- — GTTR7r�3'lo'ww•,iw��vli�Jili�•: 4''" l'l^O spa iOMlttlpllti 2 �aw/ + wfrtllwc 519:Y4„•1' Fq+ia.F{+�.I�+IrW QETAll4.4-.s>:Cnox _ ✓S ` .Mir y►atvsm+►Ir WrUi4rsw..r..+.�. ' • t' - i - MN l — "twain*YtlltY rNf pawl gime If scomm"e I far m • •Si IJt,.t/�'iMiw _ .. 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QtrO�a. • Yyra%t luta 2. ftfrr ptfsK f! t*YI/tTIV,40"ex tll.li w r{,Yt.rArp - 9rlJtas ��'�IkG� tRN 4- Ier the Fe 30Nt vmlw 06060&40"tateIe 0000 3. f0YN• hYl 0aa 111 to Mtere►N III etMar aYYltlty of M m in-11.11.8. with 7/41 tltamNm►ammlwra rOgYlrmm. d VM'10 f1Q ECTI A 9(0-62 _ :44'LI -�-�- _ R 1 �7 1990 3 BEAM SCHEDULE FOR 100 MPH At 110 MPH WIND VELLO=IES ' BEAMS SPAN TABLE FOR DIFFERENT TRI@UTARY WIDTHS �.� .,: 7f-t' 7!-O• a•.r a•o' w-r •r-r Ir-r r-r 7r _ -r r-o' •r-r. r-a r-a= e.ar. `'ir-e .r-o► -Ir' �ir-t ,�' - Mewc A b TI Ta r-o' r-r r-o• r M=•►• _ IG=T f7ti Ifi-t' IOLi' 0.1 WO (4%w" Iw- 0% 11L4" 14s.' !!=•1" It%i' ICI•ty (Ih��N 11=Tw II:A" 11'•1" IP:M" N:L" w�`' lo:• N�%'L• k 3w rL91e iN' .K•' NHL" ._ / >< ■=Illi " , r .. t 1: w , r , :q. 11=0 10:7 1I:1' 4:M• •1'fl' 4=0- •1=4• •t%t' ~ I { =1 p=1r IfY:lo 1(i�l" IA-O• 14s• A=0 A'y" It-o It I 11 to 1 4 11_! 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ItI••. IK�, 1v1`• N%t" ,." •it♦• •Ilp• •IS,.• q�.t• IIf+Ov JWr /�-l0•' •br j Q s.«' ,.LJ ..a .1•Y i. . 411• rfW iw• ft16•. !•+:Ir a=� .Ia�.N n%.r • " +" ,ea'1- :o;�• �:♦" �~•• �"'+' 1r q',/ :Ir• yilo' �•• ISOLATED FOOTING DETAIL , • lo_♦ ■ • • It'LI• I.µ.*• li�l.' Yi4N K:A• p4' t1:5" It�e" 11L.I" 0" %1' s7• .is� �!•_. pal" 8'-'1• a'7• a-t1/' s'd 8=1" v Tele" AT-L W Q �j.w• ar ,•N .i9 IM' • �� Imo' IY'-11" :4" II:II" 11=551' Ilial' vi • • " = • • t] ♦ IdrF �i" •�11 9 l •1'-4 '1' !Nf' ♦•1' }T" •d A=�J• t' 6=O' 1�-t0" a W.•f .f'/M •l:•iV b-111' i's" drs• ,K1Or .I�.ir 7 • L1• c,: 'H' WA ! rl/n N/I► N/A WA WA W► �� m. ® t.r' 4.w .•M�' .010 1 r 1 • , r , 'r . r • L • A M' .. I✓-•� 4' 4-� o-� e►a b•2 -►w/' -i-T 1-�• , 1 ww e o oLdm wt. N/A WA rWh w.► 1✓A hyA NJA ISOLATED FOOTING SCHEDULE • h.T" If1�✓ If>K!• I:T• p:11 ps " fesd' vi� ,la4v •IM• f'Ir >i%7• d;-!• • �y1y T:U• T'-1 1:1' 1'-G" '7=4• '�:4" it.i• �y 0BID I Q Q.Id' 9.N .u4• .oq9 • • • / " v • ' .Q• ,./' 1111" =1• •119• =i• -•4• N ,d• '1� pIDOI MfAf1t1111Mq OM )I�M'�OIIr t7= 1` Q� y tN'P IN!' II:T 11•-1 let. 1ot41' ,wrr' 11, �=4 'Nr ' VABOU FOOTON41iaQ z �� 19=•1• i4%i1• t'�:N 1•:0" It�N• IL'i" 11%11• III'1i TIN• Id - RN Irfrd' t..i• 4�' I%'1• 'f' ♦%if• b' ' a'T • d%•• `:Ir TISCOl11Wi ItnrT trMe® mW 1 lll"O) IT.N' Ro•" iter .r.f" , • ■ r . , , 1'.► 1 " Z. 1 r • ' • , . • . •4w d:.j" 6=1• ♦LOO '+=•l"+c 4'7" ♦M i►!A.warWY .. Is-7 r 'hl r"i:r s vv li 6- 11-Ir 1 1 u-1 w=w ,'i0=o• le •" 10:J ..� --,ad ,=+f 1-1 b-11• O-•t 8-'1" w0 • 1:a/' =••• >1R-e.' i%4' 7=f Ts " 7' r :l. " µ`' '-+' :¢• 94r f='"'r N/A N/i Wi► ►No MAL - NM A&-war Ip L� 5.w• ,aro 0"11r - " r : :0• . " • " v r ! 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N/ A,-, N/A N/A N/ WA 14.1-1, Nj/► GSE 2 a"MIQL spawx *A•NAY 11"A !•wog 1•Av ,e4v o40" :1 j :ly" 'S' G=r' 4�1" 4:Tv 4'-O.• N/A M,1► M/A W� N/p ►Mr► N/A N/A N� WA r'1A WA /I• WA NIA y C r • ,:e• 6I-b 6'-�J' G=e• gi1• •:G" 6t.+ 'atZ" 4111" 4:•1' 41 1. 4=G" 4,611 N/I► N fie' N/I► N/A N/� W� W� N/i► N� ij/ W W 9 tt.w: Ilwo oiI =o' 11j:� a:•�" ti=a1' s1_df 9'-6" •i=4 4:2" "1'tl 4=•1 •1=A .4.0" 4-i• W,. �► WA N/A WA N/A Mr► Mdn NA P J ��.- 1c V o _tri-t r�ez�a ff: z M dic ■r z ZLLIOO�va i 1 W Q .. �IfE Ttiwnulrwls7fl.doorliOMOf1011wu.toCAttAsrwa�ovalllAllQrottoorsA�rTAaws7vMoo �'� ; IL 1 tJit; . .. - .toot llMN�toY CAlrlr ttlW700MIITtf1AY1r01frM!{TMa/o C1ltrOwTf wItN YIA?Mrrt IlAYi fsTTAe11O 70 st.04 tl "r+i. ±1„R �• L 6 .� � ; q = _� ! us zo / TI+RL KILT o &"4«Of ttOLiO gem" Rsa RIA►II!<wt) COLUMN SCHEDULE. sT"'''""r' Fl�.,r�.�.e„o oli7.i Wt..L�i't << 1- tc1 Anwpf w tr+•a�w 97r �-c••sa 1 MAXIMUM COLUMN SPACING(FT.)FOR A GIVEN HEIGHT.TYPE OF COLUMN-AND TYPE-OF STRU - $At_�s aNCHAR-LOCATION DETAIL am Iwo..n oll.,oaltlsa« ms�+wlorl.noac.rmmia.ol � SCHEK TJ1C_EDR DETEBMININa C�.t�liNS �f>r...M.0 W1r*aRarraa ' SPECSi:FOR COLUMN ROOF AREA RING COLU _ CONNECTION TO FOOTING •�t, Tata > � V -* =AM I141R'!Ta - - - .00LIfYll lfaMlClTa .... -.a0{atMlfr•flllT Ra'=��cz- AT1iOr 1001M.-. ;'� `ra ;. .+r+ : MAXIMUM ROOF PANEL� .SPAN'SCHE#)ULk 1 t A d. 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N//► WA fy/A .. 7"!i•1/• .�� 4W9 IfiW. ill► W N C ,Aa .° 9r i 1r • 1s I " Ki♦/i=7• "flopLI► Afy WA 110".i4 Il=il 7111 " " " 1 Wit,. N6♦• IL4" • Wi►a IIIA llM►' lYM byll►. 71,4 *.II 40.06 .ISO .ISM WI► WA WI► "/iA .41=1" 'y,ly. wl•a1• 6116.INf. syI► wA► ly/A TWA ♦4=i• rl. 1.4i Id s•l:�. « 'L It�'1' Ado lj.ae hs Ar• .ISM .Otil�e • '' \�; l 7 lOR ll� iM ,YM' OMIT �• •%_ i3•.Z. / .._1��0 y' 28- - t. f11�O0L8 a ffYifA 1 b _ yr A.- L7 f.L..,� a i b .1'�+' J I tybL I it••�•G. �. 1 .440' UVWPIAL•elTEtr BEAM SCHEDULE r . ` T� '�' �T� 1. TAI. .aructw.h.. .-n n..Ipra In .cc..erac. With the @ t 1 1•.��.. _ � `( 1 1 f' F1J LL LG KaTM' I standard pudding Code, 19113 rW 19"Mttl.n.. 1 .1"1.. scram oncl-es sanat M.tt«M to.P.►..rnt • .1211pM TIIICItf1011M'{W MARYNIta 011AY CLW O►arroe AMV"glaCM+O, TL _ 1111 ( '�� atrr.ctur.. u..lgn and ,»11:1 TM " 4: 9'-0. ytG G'O. G1G" ,itO" .1=G• `%o• l Iwo l7�.f .... .We {� h Tl Tt 4=r 6i" - ' .f ear a.,.. L � U.It«tlan Ll.t t. 11P.n /n Inch«.W G•2" •ail~ rl L I 3. 11cr»n forte w»•nor•Leu s,."M w w»sore T� - I *. w11 .1w/nae..atrualan. .h.tl w w o.w.r en standard ww- h Tt Tit At»torr thlean ens W-19 be 0.077- oath at.ror. ta. is » 12,9 11=10 P=4' /..tU• ipiG lot=" 4L.1^ -I-S' '1-1" TS ` /n «ewdene•With the-AI»a.W..11tr.Me4a po Data. 1.1111 X43 2 9tlr 111+4.•" h TI ~ww/tliwwis�wblt)t�-Atrr.r.r Msocl.tlen InewPw.t... -W- S. .All al.Nn..»t;assess owl be 6063-TL.810r...less•ahw- 1 Ilio. '+* C. All wtt .well be 202*-TI .lrWr.r .11911. -&=to- 1T-le' t7 z" ►6:1" 1G I" 16:•1' 14=t• I*t t' 1�4 1�t' BOX BEAM _sPAP BEAM_ BOX BEAM gN..n.:1111 saw. ltool or, c a uP11.d Galvanized asest Nw, 2011 .ort» LD Z Al- D4p •010 (BB) 7. 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IAounwt: f1D COLO dK TO FOOTING ANCHORAGE ALTERHAT TO FOOTING , . 1111 23 TYPICAL BEAM TO COLUMN CONNECTION ,,,.•-*-e• BEAM BRACE DETAIL EACH-2-612" rTa rTM ._ .•.- _ . 1111.�, - 1111 1111_. • _. 1111 .- '7 i, nn �' 'f. � � ..l �� .•tib "�Ku.:l".Ir<e i f ;.-..q vTh('t,'.:T.�Rt ....�?'» AL. `:ari GTT>7 •.jt I:tir. (T f � y - '• •�I c AL..:als�.Tr:J .�.T7r� � .►L.be�t� - F •�: /, G.a.celA Pe►•n+t.THAt MlMt1.fR � {61ael.+;,TT�'� AL.DEnI-ro C6 IfrG7g1[ ri=H Of/a.:'Yf!j � i - . (YTY.) f'7G 1lKGT'Tt!) l��`k.ICwM1 TYPICAL FLAT ROOF PLAN TYPICAL ROOF BRACINGPLANS FO uTa R BEAM SPAN di END CONDITION pw.�1•Icp iia+tett, Iglu.. I n�•.eeR tarlHpwa pace AL.IAy.Ir. PEtw19+�Tata/.. w m pq ffin I .4a s errr� osr w �Mtr,VIR 6.I r•� __ tIr¢ I S AL IiiISGTTP) 56Ral5+GTTry O Q LL t7 MEMOoot tIL a - 2x2 _ In 'Poe qA:;pq4W2W&4m AL.` 6�eLE0GT�•R) Z •tr :;::,1' gra G71.IK 4A.0. ILA,IV ' 1.1 fGRetNGTTnr ! uaLsoGTY}!) 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ALL A1Yuwo 1 ``u `y 44 • `• 11;: •� '\\gyp ` to 2� -� M - � �.� �r � SiaWRwCI'T•/�. i ii J '� _ *. tyi •• �� 4 ra wk/4 w were � i �IL 1:•II'1: ALA-A0ONWo 1 tix4 I I•K'C �'MLRIGTTI' 4sRaiwl » 4ei1K TTS - SAL -Q-La. 11 T « +�•. .t•R7NM0 rlRa f.GMfC►KI! iR■5iN L10YL1 (ti TR) g yA ? u1rG.�rAer t fall j •� idhli.9iAI i Ilaillll i/PIIi.7L.+e♦t�roTLnLLj I X-1 C "L,1RrNN0 3 �: t H E,3 t - TYPICAL FLAT ROOF ISOMETRIC TYPICAL DOME HOOF ISOMETRIC TYPICAL MANSARD ROOF ISOMETRIC r �S'�.,`(�A[~�� ♦ MTa KTa t E��•.NE EN& flat �4t'♦•1.4.lxAtXa k'I••'��•'`^• N/Co 6t.gMG KTa Llx1-T CRR) G.• act i,wcl C"I i -- VM.ci•/r i`46 d Tow+r GUSSET PLATE C TART , 1 + WN.11''s•X Ilts'X Idrd — •w •et!'Aa.6 Yy'O•MII/I Z Y.* TlIu.10aRQry;/' "A/• - -:. i t_:.i:� Caen.e.►M. MAY TM TML Or Ewe t. d• 1r " t'tIc'x ys•AL..RATe K" A"*-- llr+�fl . i \ o 0 0 071 1 - 0;0& i' 4� 4• 1R VolMA.alta ar P' IA LeTlR ►�aHs1lRLTYrJ 1 � t• M o � K _ _ _1MtATON�MMMT-_ ..p - • RA C. 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