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HomeMy WebLinkAbout064-200-004{ i I s a GAP IT( apAj �Jl� LONGFELLOW ROOF TRUSS DEPT. L THE COMPLETE ENGINEERED ROOF SYSTEM FOR THE 80'S (916)*8.93-011;2 �I . e• I _ i } , 1 ' � I 1 I' ..r I i I I f • i. .. I �j h� •'j ;i �I . e• I _ i } , 1 ' � I 1 I' ..r I i I I f • i. .. I �j PURCHASER'S BID ACCEPTANCE TOP Ct4ORD • 2X4 FIR -LARCH #1 BOT CHORD 2X4 FIR --LARCH #1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES WJST BE INSTALLED IN ACCORBANCE WITH )REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.' (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMeJM OF 24" D.C. NOTE: 2X4 03 HEM -FIR, OR BET?'ER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72' MAX. O.C. RCOUIREO_ ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRE -0 IF A RIGID CEILINGG 1S ATTACHED DIRECTLY TO RnTTnm runm nnArrfdr_ AAATFUTAf TO BE SUPPLIED AND ATTACK SUPPORT BY ERECTION CONTRA i 0-2-6 T TC X -LOC L -R: 0.00 5.00 9.71 n BC X -LOC L -R: 0.00 3.15 5.00 9.71 D C 0 SINGLE CUT WEB *-BC: 1 : 2 ENDS: 2. 4 D BEARING LOCATIONS MUST BE ►MARKEO ON TRUSS BY TRUSS FABRICATOR N TO INSURE PROPER ERECTION. CONNECTOR PLATES DESIGNED FOR GREEN --LUMBER PER NOS TABLE 8.1B. V O 1X3 2X4 2_5X4 3-0-0 10-0-0 OVER 2 SUPPORTS R=7200 i!= 3.50' R-4328 W- 3_50' J p C Nd Cd138 Eap. 6 3f3 93 �� ....... �-^=:t -.... .3 :...... z,PLT. T,YP.-ALPINE 9EON-- 36994 FLPNISH, A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.1.2 SCALE = 0.5000 i -i ' f= v o 0 0 o[AX Q O dmm a o olfn o O Q O .� RissO o a d o 0 0 *1MPORTANT** S m tsa 'an ARNIM(6 � � of � umrm W AHF I -Alum To amm UE 10!65 W. cow xomoci �BfARF an swcape msro4- Tpu . ffF Tw lowl1T co9mm 7yfpuL• WWI. AMIE cnsfErw nes OP$lm rte *MET ft- W A±_ Maw- w$4Cq§Wu nM W Q.0Z caweoan sTFa .z.s� ona MMOYSS fes. UAW oiFE�LPI 178s�E s=wl TidB �suaoans or .597 ilaoE A. sffasa ftp o0o sHAf1 fE f11t6[1111.F esAcEa APR;► tis fs A& 1jux m un iota Oro l0[:nfE AS em Dow l Anfoso CEM-FMan salaia, s+tofsf. �K lams AnE �• lOIIfllt aeras O1KM1� Saw. tiozWr ossa Ia1H alem �dnf6 a 9wf[a� 63Wt STWpffas oUW!IR RPMMaf V60"SUD6 ur AS l9FYlC2M OR C SCM. m fol eM IRIS ��L: tia RiPI ILtCfl. adSmm inrA FW AIU&glfQ TffEl7M MISER. CA RESIGN CRIT: UBC AEF R427--2130 Jc LL 16.0 PSF TG DL 10.0 PSF' 8C tX_ (U) 5 . O PSF• TOT.L0. 31 _ 0 PSF DATE 07/05/89 ORitS cAusF d27 egienf6 Cn-LF'as i:. 0/A LEN. 10-0-0 DM. FAC. 1.25 PITCH 6.0112 �fae - �iaa4 oufr nm"m_ HM - 7e/rfunL W -W01 9PM9FW Sl07 SCR lam COM SPACING 24.0' TYPE MON{}-- 7/?/89 wo J ii TOP CHORD 2X4 FIR -LARCH 91 BOT CHORD 2X4 FIP-LARCH #i WEBS 2X4 FIR -LARCH STANDARD UPLIFT CONNECTION }ANCHORAGE CONTINUOUS TO FOUNDATION UPLIFT LOADS: 400# X - LOCATION -.10-00-00 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE KITH REQUIREMENTS OF I.C.B.D. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.` TOP CHORD SHALL BE LATERALLY BRACED KITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' 0. C. 140TE: 2X4 #3 HEM -FTR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72" MAX. O..C_ REQUIRED. ATTACH WITH 2-160 NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD_ BRACING MATERIAL TO BE S.fPPL1ED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 2X4 0-2-6 T 3X6 X -LOC L -Ft 0.00 5.15 9. BC X -LOC L -FC 0.00 5.15 9.71 SINGLE CUT Wa 1-2 ENDS: 1. 3 (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE -LOAD. fl D C r n tit v BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR of TO INSURE PROPER ERECTION. �0 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS m TABLE 8.19. p iX3 2X4 3X5 7 a L� 10-0-0 OVER 2 SUPPORTS R-1323# W- 3.50' R= -285f 19- 3.50' PLT_ TOP —ALPINE SEflN-- 36938 FURNISH A COPY OF THIS DESIGN TO ERECTED" COWTU TOR REV 15. 1 .2 SCALE = 0.5000 .PUE EOIXDX� crmrs oc. ttussES aauUIE Eltttc CAW DEsim CRIT: LOC REF A427 --21311i o ca o o a o *j PORTANT** ami tmt aEfmsm nLr rm mr WAMING w wmuw� swomm an TC LL 26 . Q P5F DATE 07i�15i8g TRA ct �' O amATim.— wcm -we=wcmrms m "a GEWTa mt �Y6.sm -art-m'. aaatras ®ti�S c� o 0 0 Mn MMM" ® Wr F"LoW to mao tae trans, o COWSWn, wo Rrmcw.ttos •Tm . t� iC E� 10.0 PSE ITRMG CAp6�t27 F�i87018 i 0 0 0 0 +rrrn rw. 'tutiitt pOrtwp- rxtaraL- of tw. &rtee aoaFnunc n¢s oESlssa raa AQ7itlONa, �A cvoK- f qp� n4y � wwsmsneEa aa. zo cAeW .ssLvraalto sr8 was �n eacvc rmmverw. w$s er.6AasE 84, OL lU) �J _ Q PSF C�EN6fJWati O OR�rY a W*nWg S�IWS OF ASIA "M OMM A. 9O1/l {� OiSO anti lA(9Mi1t COMM CA E o tsta, gar. e� t0 WM FXCEN M "M JOWT .o tante rrrm alms9at ft"Ac Ea mvwom sraamorc •TOT.LD_ 31.APSF O/A LEW.' 90-0-0s� � � ot�ta.t. ea w�; :cns re .1 +osowe tsL®s atr SMM eartaw atoao nTM testa OE4 taF aA ewcttsaEst�i gax,�i; casawi �rtrn .stttr�e aaortsrans as ,s« a �stw..e.�t ug ttns Qtifl.Fac. 1 .2PITCH .0/22 -ME am .ra --c». t¢sttat na t Fim tttAiniatt wFATM u�. SPACING 24.TYPE MONO -- t= d O O O O' r-trn - 1wPe 0.ar I�6ri tlJtt; aOO -Nat [Otitl OFSl6M gt�'tQtmt s� tl®1 OQ�lSTTm - 7/7/,gl PURCHASER'S BID ACCEPTANCE art • 2 ..:vi.D.�,...'�,.... •..,....N.....,� .. ., 1 ' i I ' I i •.i f •• I a 4 � 1 • E i • 'i I I I I I 4i t I I . I. ' 1 i : 1 .. i 1 PURCHASER'S BID ACCEPTANCE art • 2 ..:vi.D.�,...'�,.... •..,....N.....,� .. ., 1 ' i I ' TOP CHGM 2X4 FIR -LARCH #1 BOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES ►OUST BE INSTALLED IN ACCORDANCE WITH )RE©UIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. 4 _ALL PLATES ARE TO BE CENTERED ON THE .JOINT. LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LDCATEO BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.' (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIK M OF 24' O.C. NOTE: 2X4 03 HEM -FIR, OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72' MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING, IS NOI REOUIREO IF A RIGID CEILING ` FC ATTACHED DIRECTLY TO BATTrw runfln OUAr T/,u_ UATCOTAt TO BE SUPPLIED AND ATT ACt-fE SUPPORT BY ERECTION CONTR; E r.. TC X -LOC L -R: 0.00 5.00 9.71 0 BC X-L_OC L -R: 0.00 3.15 5.00 9.71 D C SINGLE CUT WES #-BC: 1 : 2 ENOS: 2. 4 D • A BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR TO INSURE PROPER ERECTION. 14 CONNECTOR PLATES DESIGNED FOR GREEN -LUMBER PER NOS TABLE 8.1B. v 0 1X3 T. TYP--ALPINE ` o ca c= 4= o Io C= Q o 0 b cm O O 2A_O' D 0 0 0 0 —3 LPI o o Tis o O C? C=3 Q O O 2X4 2.5X4 3-0-0 10-0-0 GVER 2 SUPPORTS to R=7201 W= 3.50' A-132/ M- 3-50' SEON-- 36994 FURNISH A COPY OF TRIS DESIGN TO EFECTIC K*3 MPORTANT** � � , •. ARNIKG ���e� `a 9EVIArUN VIM PDX SMEMICATI06 a1 M4 IEMLartM FgM ®btl D .SEIE -9rt-7M'_ 4IAC"G &M TTRISMS mn am"m pt ANF f4umE 70 sm"a nF nms Ot Imwvmmg= 6"garraR Uo IEE tlrnr ne ImmuIT Ammm [twin' or -tn. A}LE cuser-am nes tesla+ ISI 4d7R1aUL 39Ei7k Pcn.t- Are Mm5A=Wlu0 FWX M u� GC%mmv rma wm=e&>znm*mwn. waim onemaaE 0"WOUN MW SlI IN RBlAnO aSI Aim IMM 4I. SHMIL IP vam SIAYL ae tAFWaU.F 0WH APMV malas 0 8014rAM A7 6104 o'er► ro IOMIF As MRN MVEWV ATTa0E10 0.MIOm 9EarIrOt6 908L 111EN"M KISM AC 4' JURIAC UKJM OMIMSE SMO. 8871st 000 7QM WGW CEtLnls d ela4Cn6 OEQpr STAMMU 6 COWUN Mlrs AooL4MMIE V n9m6 W AS 'WfClnM 01 CFS®- M rot rX MIS VIM LA0 am wm. a mmm MIM f:w widtam w-4im Lown. t—;;; -"Inas MARE non-nrw- Nls - WrMt MM01 9S—lfTEATrM rat MOW CA 7/7/89 A CC NO. a 36 s * Eap.6.30t-93 1� REV 15.1.2 DESIGN CRIT: USC TC LL 16.0 PSF TC OL 10.0 PSF BC Ex (U) 5.0 PsF TOT.L0. 31.0 PSF DUR.FAC. 1 .25 SPACING 2A_O' SCALE = 0.5000 REF 8427--2131 DATE 07/06/89 DPWG CAUM427 691870 O/A LEN- 10-0-0 PITCH 6.0 1� TYPE MONO -- TC1P CHORD 2X4 FIR -LARCH s1 BOT CHORD 2X4 FIR -LARCH #i WEBS 2X4 FIR -LARCH STANDARD UPLIFT CONNECTION ANCHORAGE CONTINUOUS TO FOUNDATION UPLIFT LOADS 4000 AN - LOCATION:10-00-00 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH - PEOUTAEMENTS OF I.C_B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.` TOP CHORO SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PU LINS SPACED AT A mAXINUM OF 24' O.C. 14OT>=: 2X4 A3 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72" MAX. 0_C_ RE©UIRED. ATTACH WITH 2-16CI NAILS. BRACING IS NOT P.EGUIREO IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS 1"0 A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 2X4 O -2-6T 12 fi _00� 3X6 TC X -LOC L -Ft 0.00 5.15 9.71 n. D BC X -LOC L -k 0.00 5.15 9.71 N SINGLE CUT WEB 0-2 ENDS: 1. 3 n (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE•LOAD . � J BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR m TO TNSURE PROPER ERECTION. m CONNECTOy PLATES DESIGNED FOR GREEN LUMBER PER NOS m TABLE B.19. 0 iX3 T 2X4 3X5 —V 10-0-0 OVER 2 SUPPORTS R-7323# 91- 3.50' R= -285f 1G- 3.50' IPLT. T '_—ALP1HE SERIN-- 35998 :FUMISH A COPY OF THIS S]ESIGM TO EERECTION CONTnACTOR REV 15.1'.2 SCALE = 0.5000 acv:ue E��m mm>s+� ue. ams Maur fAMW a.t SSI(" CfiIT: UBC REF R427--21311 C=3 T1 o o a 0 194POAT AN T * * s.a.L no OE Taspamstrt Fm Aw WARNING no wmmj 6 swo ase ,w C:= C3 c c_r oETEATTrn FTM •eN 9EriFadnro76 aw AMT avz�rm� aarsrs.sa -en-m% amtee mw mms TC LL 16 .O PSF DATE 07IG5IA4 c.T o v o mu camom cm ATTr #:&m-uw toeuw rw nus a cmwncarr aTo rtm�rro+rros •Tv�t . � TC OL 10.0 PSF OAK CAUS44 ! OPIWMI 0 0 0 0 WM nee _Q"LM eanpa TUNA►- eT Tvr_ "jW a o@& Das OMPS saa AWITNk — 4F7"'I �- ow ■uaaAcnma aw 2e sum e.�.nam sTsg w,e<a Tan swcos saxmaE"mm. w"SS aT4*mw= 8C DL (U) 5-0 PSF CA-ENGEr/� n w! i D arHE;=M qt."..( teras 7�pVA500M of ASIN &40 eVn* 4. 900l RP 04W%tui E LAMMLL► �En CA P1 o NCI' Aysiv 6d► . � 10 am FAZES IIT "m .OerT ao TaeaTE As rrne FMPEiT ARAOEa PLvw= saasnos TOT _LD_ 31.0 PSF D/A LEN. 10-0-0 TRUSS e. SWAN. eeAw i ::� .� 4' T0aA1_ uaes orT 9To�aT. aorM acro WM ursra aELrr6 o awntT` Dtrii .FAC. 1.25 PITCH . b.0/12' aESTa3ie gT t�_�s; carFaw arTn AlTltaaE T►nrrsros OF As icor® Or MEWOO. aB ACT tM nags u� • r, . =�rri . arr" n ne F rtr raWr T�ttH u _ a G eT o 0 0 -nn - rrAYS PLATE TWTcw .m-wrwR.a aESOae s�zrnrmime.m�eo�rTTos SPACING 24.0 TtlaoE MO130--