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HomeMy WebLinkAbout078-310-061- _ aa+•rt- .. - as- � .'±,s,w. -. -i''re t°s.,..a'.'i.-�.` .'}..... ��,s*-�v"_'�.�<i _ ,n•,.. p Y �,�� -}i- ,?y_,:e S.�_ tt`.- _i'- t `�1 ^,a���a'.:� t%i:4 _ � :`.F '�':i'r k`�,> 3cK�Y _ �:�- 3 _,.,+-.-+i•^.`..+.....�K T': -•+ R �.- 'w`vi' T, �- Y Y - 1 • -� � i � .. .E i. i � �w •!.- `1. -� � f f 1 � i }�. x��'F•-" _ °4��—_ - i i.. �. � !_- � � r . z'. i t - � - .�.. � f Ls 7�i� ��'�4r�'",��) �"..« k, } _ ',� h'_,. 1 I� � g N =� .S Yom., w)•is . '�'•'` :.% ♦ � - e x-��_._..--._.. ,. r � i � �•'".yt> - f y 7 i � - � - ..- . _.. r+. _.. x .F ice+' - - t . T-- - vsrr•,r.' .. X X15 �: #< za f t M r q,Ky- .ria• � ���., ��m��� sty-..,. �. �..+�.•r� .gym .'. _ - .-�-. .,� _ i- o � :�. .'si a !_r"e�.��$� +•�s'a � ^ {.. � + e. � I a.-'.'"�. - is '< �gx�,., - g a't•,•.`" _.. ii"'�.- -s {•'. �r/?�('�*"�D 1 �/�� � �f`i"""-�" ; — _ .d � F-.ys.1�r �_ � ' t v. !3. i f--= +- w� :i+"� • ; r fir! z -r �.' - i _ E - i — — Et1 r V tri53 dl Nzo i - Y _`�_—��,�--- �`�% S .r ��i-� 1 � � w f " 1 Yn • .a � - BU;�77+—f�'.�at t 7, - L ' v _ - .}`��V lW_ - .. F .� � i t - � y��- F � _ r �- t# ...�. i - � _`"t �[ _ s`- _ � f .. }- 4 _ �. < # iF - � -- ,•1�'-c. ��r- �» �P _t - ._ � �._ - .f �. - � ♦ - T i _ � '- R S.-,• - 3 E - �tSr` �3a+ $i' F'�,`� Y }-._ � {� f !. i� �'. - � .. r1 I - :� a;�,�-M11 v TY � �a a � ) _ r , . p ' i p .,:j -y k . - �. "-' ) S. !' 3. �, - r - - � • � �. �y � w - y. � j c � ) � }•.t'."�-:':-v.. � ` 7: 1.- - j... y :i - i ' p _.`f 3X4 30' .rJ" I Sym _L ABOUT 5X5 136' 7 - !ix 4 "5X4 34' D" 4X4 3Z' g,a 1.5x4 136' 7" 1.5X3 34' D" 1X3 30, B" 3X4 2.4X4 36' 7" 129, 9" 3.58" 5X6 36' 7" 5X5 34' 0" 130' 5'X4 $" �"OD WEBS '2X4 03 HF, FL, OR SO._P--UNLESS OTHERWISE S:IOWU $E$ DRi{IG# A130 FOR PLATE LOCATIOFa full 1 8 1966 , AND ORIENTATION ON TYPICAI, JOINTS ✓'�r L „'"°" ���S �iGugfjo\ LOCATE TOP CHORD _INTER -PANEL SPLICE ! WITHIN 6" OF PANEL 114 -POINT:. !� Sr? , RLPINE ENGINEERED PRODIIUCTS INC. P.D. BOX 2226 POMPRND BERCHIFLORIDR 33061 L 305-701-3333 DESIGN CRITERIA Td$C TC LIVE LOAD 16.B PSF TC DEAD LOAD - 14.0 PSF *+ BC DEAD LOAD - 5.g PSP TOTAL - 35.13 PSF DUR. FACTOR 1.25 SPACING 24.0" OC FIR OVERALL SPANS LARCH 2x4 TC 2x4 BC 240HP-2.EE 96' 7" 361 7" 2256F -1.9E 36`' 1" 36' 7" 21055-1.8E 35' 7" 36' 7" 1958? -1.7E 3.6' 1" 36' 7" 18S13F-1.6E 1351 A" 35' g" 1659F -1.5E 33. 18" 33' ff" 145f3F-i.3E 3'1'' 11" 3.8' g" I -_%R0vi7:l Prp 4 ED. TC PANELS 3 EQ. BC PANELS MEASURED FROM 2X8 36' 7' INSIDE SCARFS 2X7 34' 5" 2X6 29' 7" 7.X5 24' 9" MI`N BRG SPAN 3.58" 36' 7" --� V:l --� #1 :MC -15 35' S" 35' 8" 3X6 36. 1., #2 MC -15 33'' 1- 31' 3X5 34' 8" LOADING "+ - BOTTOM CHORD 3X4 38'` A" 2X4/2X4 CHECKED FOR `�`IS'°� g311TS Fz 4.D/12 IB PSF 7... MAX s"' LIVE LOAD PLATE TYPE --ALPINE COPYRIG^HT 1981 IPiLESS T)iESE SPECIFICATIONS FOR LUr10ER AND IEIEIMPORTRNTIEI TRUSSES REOUIBE EXTREiIE CHRE TH IMOLIRS, WARNING 'OWT-76' ALPINE C"ECTORS f1RE FOLLOWED AND THE ERECTION RIO DRRCING. SEE ` TRUSSES BUILT IN CONFORnRriCE VITti -UJRLIIT CONTROL Af Wft' BY =TPI, IIJRRCING VDDR TRUSSES: CDWENTRRY %I0 RECDrnE"TIONS- � TTIERE SFIALL DE NO ItiRRRHTTES DF THIS DESIGN, EXPRESS DR ItiPLIEd. sTPII SZ 7HI5 OESICN FOR fiODITI0tA1'SPECIRL BRf;CIfdO `s PLPTIC CONNECTDRS ARE tlf4atFACTURfD FRdtf 20 GAUGE GALYPNIZED STEEL REOUIREIIENTS. OfiLESS OTW-RWISE RED -D, TOP CHDgD SHALL UriLESS OTHERWISE S1KNN, PEETING REDUIREr1ENTS OF ASTri AS'16 GRADE A. BE LATERALLY BRACED VITH PROPERLY RTTFCHED PLYVDDO f+FSP' t CIANECTORS TO BOTH FFLF5 AT EACH JOIN) Anti LOCATE RS SINN, SHEATfiIiS, HDTTDt1 CHORD WITH R1GJ0 CfiLlNG BR DRFiCING {l HERRING VIOTIG LIRE 'I` tMlf7lL UNLESS DINERWTSE G11OWN. DESIGN RT rfiAItlUrl OF IO FEET D. C. DO NOT USE THIS DESIGN �' SIRWARDS CONFCitt! WITH P.PPLICROLE PROYISIUNS OF -NDS-77 FWD ■TPI.70 VIIH FIRE RETARDANT TRERTED LUMBER. 1- TPI - IRUSS PLATE INSTITUTS,, IDS - fATIC & DESIGN SPECIFICATIDt1FOR YOOO CONSTRUCTION FURBISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR' V:l #1 :MC -15 35' S" 35' 8" i1 34`' 5" 33' 11" 8- #2 MC -15 33'' 1- 31' #2 31. 4" 30. 5" LOADING SPACING 35.0/1:.25 24.0" !a0" 2X4/2X4 PITCH `�`IS'°� g311TS Fz 4.D/12 SPANS TO 36' 7" COPYRIG^HT 1981 402r.044 ^' A451 A-M6-COMN- 35/1-.25-16}14+ 5- 24 4X6 13811° 3X5 13#' 8" 3X4 3H' S" ABym OUT 1 I44SXS 38`11". SX4 34' 8" X4 30' t7" 3x8 3 X 7 3X6 38111'' 3.4' B" 381 9" 3..58" 5xS 38`11" SX7 34' 8'. 5X4 38:' i3" 2..5X4 38'11" 1.5X3 38'11" 1X3 344' ,8" Z 'moiq.OQ WEBS 2X4 43 'HF, FL, OR SO.P--U14L$53 OTHERWISE SHOWN. ALSO BEE CLE CHART ATTACH IX4 CLB CONT.LATERAL BRACE) TO EACH WEB WITH 1 2 ) 8D NAILS tLB�{ ��rt•RtE..}} OUR 1 81436 4 f!1 N �� >�•�,.,.+, ��, ''� `,asrvr Eris � ALPINE ENGINEERED PR©DUCTSIINO. P . D . BOX 2225 POMPANO EERCHIFLORIOR 33Da1 L 3057781-3333 DESIGN CRITERIA UBC TC LIVE ;LOAD 16.0 i'sF TC DEAD LOAD 14 g PSF' *+ BC DEAD :LOAD 5.B PSF TOTAL 35_$ PSF DUR. FACTOR 1.:25 SPACING 24.8" OC FIR OVERALL SPANS LARCH 2X4 TC 2X4 BC 249HF-2.8E 38' 11" 381 11" 225BF-1.9E 38' B" 36' 11"' 21HOF-1.8E 37' FJ" 38' 1.1`" 195OF-1.7E 35' 11" 38' 11" 185BP-1.613 3� ` 18" 3'8' 12" 1658F -1_.5E 33' 9" 38' 11" 59F -1_3E 31' 9" 1 36' 6" 4NUAW c AND ORIENTATION ON TYPICAL. JOINTS. LOCATE TOP CHORD 'INTER -.PANEL SPLICE WITHIN 6" OF PANEL 1:/4 -POINT. 4 EQ. TC PANELS 4 EO BC PANELS EA UREA FRO?S 3X6 38'11" 3..58" M 5 INSIDE. SCARFS 2X'8 38' 8" 3" 37'' 1'": LDDDING 2X7 34' 8" 24.01M 1aV1M Gitif M 2X6 29' 1" q.0/12 SPHNS TO 38 `.1 l » COPYRIGHT'1981 4E'8$444 11121'81 A4 50 ,12 0 A 2.16 -CORN- 3511.25-16+144+ '5- 24 MIN B`RG SPAN 3..58" 38'11" 4X6 3.8'1.1" r 4X5 3'4' Z *+ - BOTTOM CHORD 3X4 29' 3" CHECKED FOR 18 PSF LIVE LOAD PLRTE TYPE --ALPINE �yur.�.A:..��-'.-'.-."'�"'.'.t7.111["wla.�00fyf�pi • �13Y11]L��a'16f a�."a`�^'��. *t IMPORTRNTmit tNL 7I =SE TCT TC+IS g R �� WARNING TRUS3XS KOUTRE E41REtC {:RkE IN 1FttOLING, WaCtClsan ERCCTION ONO BRREINC. SEE' -1iVT-I9 TIi:II.ES SOI¢? I't Li;+K U41i1ICB 41II1 _LU_sLtir CuNIRL?:. rRLkL-DY ATPI, I tOtiFs IfiG vfM MJS&E5. tUrilttIHio F.W Rf.1CrwkhU9TIGI+S• UERRE 1-DR1. uE NII Wir,004TIES a THK DESIch, Ex"ESS tit It'PtI:{t. OPI3. SLE THIS OESIGN FOR Ftk ITID*gL SPECIAL BRECIM i Fi FUL I:[7t kct1�Jr'3 itls r kvt fiCl�d>Ti1 TIiOTi 20 ca"LPt w"Ilfo shit. t'IEWIRMNiS. t'*LESS U)TLRVISE RED'U, TOP C11DRD SHALL. LfAE;�;s LTomist ;Uvwrt, raTING KU11REr,NIS U HSittFi590 tATIA iT. if IRTERALLY D.Ua } WITR PROKRLT F1l'Iff iO PL-rvDm F tKY L?2wi(c;Crt5 TD built pffEs FIT £trial i0fril s',w tLCRIE tt5 woo. EHE1011114.. 130TTGt1 CK AD VIM RIGID CE10% DR IMCING � L4tt3at!,L 'ITUDIS FRE 'k` Mcli 1 t, w t,5. FiTI;E$1'jISE SIl IUN. 'rIMCN Fit ffiXI "n W IO FEET' O. C. OO hOT USE THIS OL'S" sI&I"Tt'tkt, r�is Wtn YTTit Ik'I�t.1Civ?tt P YISILU3 T *WS II I'M 1?1-7D VITH FIkE tREIRW..141 TREBTED LUMM. TPI - IRITS1 €*LI)TE USI 114W, MIS > VATIC 04 DBICR SRECIFICKIEW FDR VOW COI.°STRLCTION ft. FURNISH x�•�.«-:.-y.,.�,.». _ .. ...... ,._ .,y_._�.w a.' _ - ". � � i'URNISH a COPY OF THIS DESIGN TO ERLCTIO14 CONTRACTOR r t®) ' Hw 73673 P #1 14C-1 5 35-1 3" 38' 11" v I 41 34' 3" 38' 11" 42 lie -15 32' 11" 38' 90, eS #2 31' 3" 37'' 1'": LDDDING SPACING 35.0/1.25. .- 24.01M 1aV1M Gitif M PITCH 44KBS HO q.0/12 SPHNS TO 38 `.1 l » COPYRIGHT'1981 4E'8$444 11121'81 A4 50 ,12 0 A 2.16 -CORN- 3511.25-16+144+ '5- 24 - :w----'-•.,,..-�——�.-x,._ -Qti _ �—'sem:=-s.;,n.,-..-.- " :_--y. �•--. w•c.�� �'�—,.�f��,�..-� �-.c',.e'-s i -_� 0 _ `.'r4..�:'�'S�"i �_ _ _ -. , .:^s' � '.�.: 4. �*Tafi. :.�-}..• �'iv`r,-+a �,..._ : _-a�Cs•. �4-..:' ?�2r � � i- "f �'��� _ _ _ _ _ _ - r ..,��,s:�a__ .._ ..,. .... a '�` -r' `..-<' ,� _ _ .-r..r .. .... k.�, f �+ r.c. �'`..:w'' ,1.'�'-s' ' "' �. �. ..- � �_ `i.€ . { 3�+o�r'� r. -d•*., � �ta� 's ' c _ _ .t. �"=3�'--." gym. ::.:_r=' -1-.. _- ,.r --. -`,.z� :... .,.:=+v.�}�- ,.�.' .aC� 7 !, � :�,� ,'-'.�- sv- '� -_ :Y:`-r"� _ .- ,p ��.a`--; �••s _ -_,'s.''�.e=-'F`A-,s�_..aL,•..`:�._ �E3 *x�'�:.�.�"'e r+c �".: '"t'�s'.-r-_rr -�I-av �'z'�S - '�`.*� :='r' - .v'. '� r Av. - -_ ,�v. _ '..r - ER SHA&L. BE OF M/WWW GRADE 4 SPECIES FOR: TRUSS SPANS AS, NOTED BELOW__ 1. u: FR m#r:n„utmin led .n.rr h-'wF- a %Po d. d OEXULAL NOttf: �. v�...z �•.-,� - - - 91E' (1R tr' F Y F N' OF NF Sr WF t HF CON MF "2400 F 00 F 1 R0 F fns 6 1200 6 s..w.....a+nN.• -- 3. ..tw.m-.m - a _ TL7P CHORD 2X a 31` a-. 30• q. V1111 29e 6W . 210• 3r S7 31* 41 2q, b..2II* P•=c .C.aa4,. y`oue�.scaitra•.�iya�s°.�s+... 86TIOA CHH - - - r •o.o... r.w.o...-. V, X a` - 36• R* 3'' ' , 27,. ■ 6. 0.i. 2,. L. 25:, T' _3.r.r'3 36` 8-' 36' 5.: 32.. 7" 27'f l' >l rump:w..resc..n...�..- wss memBz-as. 2xcSTANMR3'OR.SiTA GAA'JE NEv'-FAL. n W -LA na: OA AS NOTED OH DESKSN; _ - - '0: 4 `°•'sem` �°'�airb °�'' 2Xg' STANDARD OR7 STUD GRADE HEM -FIR FOR NEB MEMBERS b SPACED 24.0• D.C. 4,0112 PITCH 4/3 CONFTGURATIOr LL•DL ON ROOF = 30.0 PSF OL ON CEILING = 10„Q P3F ,r TOTALDE i _ S 'GN LOAD = j.6 jP3F ,= .. ___: ,,: - OFF PANEL POINT SPLICE CTz3 + 3 PSF CEILING REDUCTION TKYEN, 2X6 R4-.OX4.5,T44- TO 36# d" AXIAL STRESS ONLY LOAD OURATION TNCQEA3E 2 1:25 PEAK JOINT DETAIL A' 2X6 R4.OX6..0,.Ta6 36' 8� 2.0 zr.of 4. 2X4R2.4x4.5,T2.5/4. TO 32' S'' MAXIMUI( TRUSS MEMBER FORCES REACTION= 1260 2X5: R4.0X4.:5,T54- 30' G` 2.0 rr.o, a=- �.— T 1 -2416 3 1 2768 x 1 •566 k 2 764 2X¢ (2a.G7CC.SrTa4 32# 5' 2.D .:(s', 4 PANEL POINT 3PLLCF CTJV T 2; -2522 B 2 1.951 2X6: Rc.dX6`.OrY`-r Ti} 30 E°' 12 2X4. 44.8'X,6.0,154 TIT 32` F` NO SPLICE ` R1.6x3..0,T31 TO. 30' 0` 1I 1 .8t3,.G.T3i TO 24' 0' +rpt t TJ2 1 Sid• _ - - -€,t .1k� {'4j r.:iipJ - - 7070 tlln_ .•� � •i .rtu w - i 212 3 EOUALP NE'. S B3. Tt?R3 R`� PANEL: POINT' SPLICE . (3J2 DOUi.-FIR � • ` SPRUCE-aT:YE-F.k_ Ra.8?16.0#156 TO 36 $• R2.4x7.5 r4 3b ISR3.2X7,5 TD 36 d' R4.3X6.0.T54 TO 30; 0' R23416,0 TO 30' 6•_wA2.0XQ.0 ?D 31* 2` a 01ca.SrTaa TO 2a'' 0' RI.4z4.5 TO 23' 1" P2.4X7.5 TY 27* b't 02 ax6.0 70 22r 5' yet o< R2.4X4.5#T2.5t® TO 36.' 8. RZ"4X4.5 FD W 0' R2.4z3.0,T2.,5/4 TO 24* 0 - Deus -FIR: 3PRUCE-P1b'£-FIR: -- FLrNO= T38 TO 36' 8'' T36 110 35' a, °roc f «. T X3'6-4.0-` 40+ 0291 4/3 i► 24ue�.+azv.r,o.a+r.as,.�.rri<s-a.pr.as.pue.�e...aee.a.�crsacr.e..w.a� T2.S/A TO 35' 7' T2.5/8 TO 331 :.R' F'��IP$'��. 75lMEP,C4ntP•LL.'EnCi�Rwr. wO+.Q YaI>ba13YY..T fL#\o.MMiie - P 12.5/6 TO 26*11'- T2.5/6 TO 25' G' P.01—s DEF PANEL POINT SPLICE (el) Ti?:'S/a TO I8* 3' T:SI TO T7' t K R2:.tX6.0,I2.316 TO 36� 8' t ,bas e R2.4X4.5#T2.5/4: TO 30_r' 0'. .r -- FLrNO= _ = _ nese►+tL.moi[C'xas:wl.Y...<p.•ra�+ur �a.,a;sry�tr pr.ys.a se.r:.md .rc�. e..p„m•.ssatia.c. 7�Ot7�"' T X3'6-4.0-` 40+ 0291 4/3 i► 24ue�.+azv.r,o.a+r.as,.�.rri<s-a.pr.as.pue.�e...aee.a.�crsacr.e..w.a� a� : n4i><~. _ - s :.R' F'��IP$'��. 75lMEP,C4ntP•LL.'EnCi�Rwr. wO+.Q YaI>ba13YY..T fL#\o.MMiie - M..bYw w�Mi. f.�pAY�j� _� j 1/22/30 SPF a.a..ad'.aerv��►fk..cn.,nstao@..a+.s...r wa...arwww....+...t t+m-[z.a,..up..ra�..6wtes..awaesi E P.01—s 3 25-7'S OrLsr_ J1raem , .. ,+d.., ,►. .a�.m�r�.mz�.e�..co,ti.v..ti..� ..., a.n., ....�-....�.e' .mob... s t ,bas .r • - r.. � r..�...r, s --r �-s � «vne _...o cr+-,prate z .-- s_s�. •_. -. .—.rw e..._ aa._ -.:'. '.: _. �.. - � - - JOET I3953 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER .INPUT SUBMITTED BY TRUSS FABRICATOR. F80 ,P CHORD 2X4 Flit -LARCH $1 TC X—LOC L—R: B`.00 8.91 17.Hff 25.89 34.,9'8'T CHORD 2X4 FIR—LARCH 01 'BS 2}td FIR—LARCH Si+NDARD BC X;—LOC L—R 8.88 6_15: 8.91 17.88 25_99 29.85 34..88 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH * IX•4 #3 HEM—F'IR OR BETTE-, CONTINUOUS LATERAL BRACINGTO REZUIREHENTS OF I.C.8.0. RESEARCH REPORT X2949.. BE EQUALLY SPACED., ATTACH WITH (2) 8D NAI -LS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ALL PLATES ARE TO of CENTERED ON THE JOINT, LEFT TO RIGHT AND SUITABLE SUPPORT BY ERECTION CONTRACTOR. TOP TO BOTTOM, EXCEFT WHEN LOCATED BY CIRCLE OR DIMENSION - SEE 'BltAWING' 13H FOR "PLATE LOCATIONS ON TYPICAL JOINTS." TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF :SCARF CUTS UNLESS OTHERWISE NOTED. SEARING LOCATIONS MUST BE MARKED ON TRUSS' BY TRUSS FABRICATOR - - TO I`tS3RE PROPER EREC7100. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO REFER O 'DRAWINGS AI'3 AND A104R FOR OVERHANG DETAILS. 'VERIFY THAT AL;L DATA, INCLUDI"NG DIMENSIONS AND LOADS. C'OTtFat�M TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR?S Bottom cord checked for 10 PSF live load. IRUSS LAYOUT. (1) REQ`. 619/87 R.F'.S (change wind Mote and platesj�.�r%�� 4 Provide connection for 300# uplif t. &TAft— A -T TAr_Vh 7v C�*Cv- T> (1) rote: This design has been checked for SM residential wind load of 15 PSF per 12 L'SC Appendix Chapter 12.4.00��—% { 5:9 # 5X10 aF '4:)D t 2X4 2X I; *' =P i 1.5X3 5X7 1.5X tt } 2X4 2.5X4 R 1I42'* V- 3.51, R-°65 X- :3.5,.' 7 -to -t7 133s� 2" 0. R. 17-0-C 117-0-0 -34-0-0SUP g': 1 --fl 1 1 D EPA°�EN EVER 2 iiJP�(3RTS . PLPTE TYP'--PLPINE SEON-- '98595 FURNISH A CDPY OF THIS DESIGN TO ERECTION CONTRACTOR REY I3.0.7 SULE - FIPINEINEE?3 PROD�a Ts, Iht_ T4USSES REWIRE EXTREME LRRE ; r -G IF - a I�IPDRTRhT i �... _ #r p $ � 9 -ALL NOT 3E RatOhSI E FDR AxT 14Ff� It+IC7 Ik T oLIr�,, ERaGT[oN rhD - - " �{ r� Q s=r O C� O DEYIRTICN FRM TI+.ESE SPECIFICRT10t5 DR rE4T JEYIRTIOY FRCF1t HRPCING.sEE -sa-n-,EBR IWC YL00 TRPS S: % -„�: i �-.:` TC LL . fTE 05/268 c Q Y�;YH TtEIS aGEITTTCDNTR riLj SY Tar ALP11E LAVNELTOFSS! NISTFM FlooI7EENa £GERL PERM- ' TC DL 10.0 FIR G Gr`HJ5RZ7 6714S013 C C p � r"AfAtTURED FRrr 2D 9L'6E SALYRNIZED .STEEL UNLESS KENT RREY.IHC REOUIREMENIS. UNLESS DTHEHNISE CA 1 ' LP1�( = �sTtERYISE S#iOVFf, rEETII� n�_DJIREt TTS DF ESill R�!an GRRCE R_ Smim, TDP DM �_L BE LRTER�T °RFCEO .�` c' =..._ r ;, -BC D_ + 5. D -ENG 1 I� wLT 7gR5 To BOTid iAGE3 AT EP3 .HINT PM LDMTE AS iIIIH PROPERLY RTTFOCD FLYGDDE) %04E HIHG, 4 � TQT-LD_ 3� . DT LEN.. ��-D-O �/ �.l r:' Sii►N. DEPAI!4 dIDyHS FRE 4-'4CrVWL MESS DINERYISE SM N- MITCn CHDRD PITH RIGID CEILING OR HRRCIN� (r/� P u �'� T�+ TRUSS �' DESIGN STRNOFF S CDl*OR14 PITH WK10T9LE PROVISIONS DF RS SPECIFIED LTH MSIGN. 00 NOT USE THIS • � OUR. FRC. 1.25 PITCH q. Dl 12 �-= *NOS -92 RNO +TPI -78 CR PV -BO. DESIGN VITH FIRE RETARDRNT TREATED LU56ER. ��++p 7 (� TRUSS PLRTE INSTITUTE, NOS: `A3MOLI CESI%N SPECIFICRII34 FOR YDODCONSTRLVIDN - ;V.77IA7 _. _ - SPRCING 24.0PE_ CDI IN-- t .Ta^ti 4---s,-,.��'f.�- f=;,t•`f?-;z- _ _ r -„y2 ` ,.�.,.. +t'w nasi, a- -0.-.q: ':!-Y s.n�,• - -.. - ....._ti. �"_ .. 3s'._� � .n"�i'm _:. .-,r.. ..Y.^- c '�" -.'xx�. . __ .._ «. _ --o.. - -._ . ,.' 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