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THIS OWG. PREPAAED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTEO BY TRUSS MFR. <br /> TOP CHORO 2x4 M5R-F. �AR l650E-t.5e <br /> BOT CHORO 2x8 MSR-S.PINE 2250E-f.9e <br /> MEBS 2x4 FIR-LARCH Stud EXCEPT AS FOLLOWS TC X-LOC L-R 0.29 5.22 l0.67 l2.00 l6.25 20.50 22.38 <br /> BC X-LOC L-N 0.29 5.22 10.28 12.08 16.25 20.56 22.38 <br /> : N1 -2x10 FIR-LARCH SS . <br /> : W2 -2x4 MSR-F. LAR 2400E-2.Oe . FASTEN TOGETHEA WITH : 160 NAILS <br /> : W3 -2x4 MSR-F. LAR i650E-i.5e : TOP CHORD ----------------- �6' O.C. <br /> : N4 -2x6 MSR-F. LAR 2400E-2.Oe : WEBS ----------------- 4' O.C. STAGGEAEO <br /> LT, BLOCK 2x6 MSR-F. LAR 2400E-2.Oe : BLOCK LENGTH - l.933 BOT CHORO ----------------- 3' O.C. STAGGERED <br /> NOTE: (!) 1/2" DIA. THRU 80LT MAY BE SUBSTITUTEO <br /> FOR (2) -160 NAILS IN BOTTOM CHORD ONLY <br /> ���ATERAL CHORD BHACING REOUIREMENTS UNLESS OTHERWISE SHOWN�* NOTE: LOCATE STAGGERED 80LTS 2' FROM OUTER EDGE OF CHORD. <br /> TOP--> RIGID SHEATHING � <br /> 80T-->' HIGID SHEATHING - OR - BRACED @ EACH END 6 !20' O.C. CONTINUOUS �OAOS CONCENTRATEO LOADS <br /> ID L-PLF R-PLF ENO IO X-LOC MAG <br /> BEARING CAPACITY OF SUPPORTING STHUCTURE TO BE TC DIST. 94.0 94.0 22.667 BC CONC. f0.281 7500.0 <br /> EVALUATEO BY J08 EN6INEER. BC OIST. 405.0 405.0 10.000 <br /> BC DIST. 20.0 20.0 22.667 <br /> (A) SCAB BRACE - SAME SIZE, GRADE ANO LENGTH AS WEB MEMBER. <br /> ENO VERTICAI NOT EXP05ED TO NINO PAESSURE. ATTACHEO WITH 16d NAILS @ 4" o.C. <br /> NOTE: FLAT SECTION OF TOP CHORD rJ X 8 G X 8 <br /> HA$ BEEN CHECKED FOR PROPERLY ATTACHED HS416 6XB 2 COMPLETE TRUSSES REOUIRED <br /> LATERAL BRACING SPACED AT 24" O.C. 3 X 6 2 X 4 �-� <br /> MAX. IN LIEU Of PLYWOOD SHEATHIN6. �A 12.00 <br /> 1 <br /> f2.00 � <br /> M3 N3 X <br /> 4X8 182� N� (A� M�10-8-6 <br /> (A <br /> 0-10-� <br /> T 2X8 12X14 <br /> 3X6 8X8 2X� <br /> 10X10 7X6 <br /> il-11-4 8-7-8 2-1 4 <br /> 22-8-0 OVER 2 SUPPOATS <br /> R-8282� W- 5.00' R-5473�{ W- 5.00' <br /> PLT. TYP.-ALPINE SEUN-- 23325 REV 15.6.5 SCALE � 0.1250 <br /> 0 0 0 0 0 o ALPlNE ENGIfEE1iE0 PROOlC15, 11C. TRUSSES REOUINE EXINENE C��E �K��mn nrt ms�w. OESIGN CRIT:TPI REF R760-13936 <br /> *�IMPORTANT*��«�r���«,S,�E FOA�NY WARNING u+ �r+o�u+�, e�cnaN ��a �����una.awonrs n^ <br /> O O O O pEYlA710N fRON iHIS DEStGN OR THESE SPEClfICATtON4, OH ANV BRACINC. SEE HIB-91 BY iPl. SEE 7HI4 DE91GN hL�MO��K������ TC LL 4O.O PSF DATE O4/�7�7C <br /> O � O O FA(LIIFE /0 8UIL0 THE /M/55 IN LONFORMIINCE MIiH OSiBB 8Y iPi fOR ADOITIONAL SPEClAL PERNANENT BM[ING PE 7tlr(�1l�f�a�������� <br /> O O O O RtPlNE COM7ECTONS ARE MAUE OF 20G�GALY. SIEEL MEETING ASTM OUINEMENTS. UNLESS OTMERMISE INUICAlEO. lOP ���s����������'�� TC OL 7•O PSF ORNG 921 f 5005 <br /> O O O O AUB GR�E%CEPT AS NOiEO. APPIY CONIECTORS IO EACH FFCE OF C/101i0 SNAIL BE LATERAIIY BRRCEO MIiH PFOPER ��m�4 s nc s��a w <br /> o ALPINE O TRI/55 ANO UILESS OTNEPYISE LOCAiEO d!IHIS OESIGN, PoSITION LY ATTAC{EO PLYN000 SHEAiNING, BOTtOM CYqlq �"��' A/1 BC DL 1O.O PSF IL-ENG MAH <br /> COMIECIOR9 PER ONAMINGS 130, f50 C 160A-F. OESIGN SIAIDAHDS MIIN PPOPERLV Aii�OlEO NIGIO CEIUN6 --SEE ��+e„ � ��/q� ? TOT.LO. �J�I.O PSF 0/A LEN. �22-8-0 <br /> CONFOHM M/APPLICABLE PNOVISIONS OF NO$i IP1. AN ENGINEER'S �IPINE iECIMItGL UPpA7E 17/1/91) FON PQOPEN / �]w• .L.�f�./G + <br /> oTRUSS � SEAL ON iNiS ORAMING�PPLIES TO INE CONPONENT OEPICfE011ERE ORVNALL APPLIG7ION. FURNISN A C�Y OF iNiS y����N111.YRAI.►.c. .FAC. 1 . 15 PITCH 1�.O�S� <br /> IN OfLY, 111A SnALI NOi BE IiELIEO UPON IN AN'/OIIER M�Y. UESION TO TfIE 1RUSS EPECIION CONiML10R. MI[�[CISIM�IO��D.11r <br /> 0 0 0 0 0 0 �__�P� ���S PLAIE INSTIiUIE, NOS� /991 NATIONAL OESIGN SPECIFICATIM Fp1 MO00 CWlSifNCitON SPACING 24.0" TYPE HIPS <br /> --- c�M;n� `l��, <br />