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ROOF PLAN NOTES: I 1 <br /> 1 <br /> 1. TRUSS IDENTIFICATION LABEL LOCATED ON G <br /> BOTTOM SIDE OF BOTTOM CHORD 1 1-11-4 <br /> = A <br /> 2. ALL DIMENSIONS ARE IN FEET-INCHES-16THS <br /> 12-0 <br /> 3. END OF TRUSS WITH"X"TICK MARK ON THE LAYOUT <br /> CORRESPONDS WITH LEFT END ON TRUSS DRAWING. <br /> 12-0 <br /> 4. DO NOT MODIFY,CUT,OR REPAIR ANY PORTION OF THE <br /> TRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTY $ <br /> WILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. I �_ 12-0 <br /> 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDER ' ' ' LL <br /> CONNECTION AND PERMANENT BRACING INFORMATION - _ _ I G2 11-1°4 I <br /> 1'1 <br /> 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FOR a a a a a <br /> MORE DETAIL ON HANGER ATTACHMENT. XP 2-1-12 <br /> B TEMPORARYMRYBRACING INFORMATIONTEDINIS SHOWN ON THE �QJ�6 ® 2-0 . w-.....BCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. <br /> , , , <br /> �� <br /> 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS �. II i , <br /> PLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLE i Ii I <br /> FOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTS I ,I I ii <br /> WITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. i II Ij <br /> 'I I I2-0 pr <br /> 9.BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS. i I I <br /> (UNLESS NOTED OTHERWISE BY A FcPerp###NOTE) 1 <br /> "TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." II I <br /> 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED. <br /> ADJUSTMENT OF SPACING MAY BE REQUIRED. I <br /> I�Q O <br /> 6.00.1n...-1Q...4� �.G�1A'a <br /> - H U S26 "" „�.-,.. , <br /> SUPPORTING <br /> MEMBER FASTENERS . F Fl (r)F2 j F3 P"1 (4)F5 (9)F F7 <br /> 14.164(0.162”) -1 � < < > <br /> CARRED <br /> a a o F o a o ' ' <br /> MEMBER FASTENERS n ,' 2 ' ,', r 2 2 <br /> 8=18d{0.182) <br /> +'"~ r <br /> 21 <br /> ` 'S <br /> i4N1;/LL HJS1411LU7KIN (..�r».ws_. 1 <br /> 2-0 <br /> AIIII, __ ________ _ <br /> CONDITION 1 IS A REACTION BETWEEN 2-0 .______ h.. <br /> 7,000 AND 10,000 LBS WITH A 2-PLY GIRDER. �� <br /> CONDITION 2 IS A REACTION BETWEEN <br /> 7,000 AND 10,000 LBS WITH A 3-PLY GIRDER. i 2-0 <br /> CONDITION 3 ISA REACTION GREATER THAN 10,000 LBS. Advil■I j■ <br /> fi ,_„� <br /> ' # SYMB❑L INDICATES CONCENTRATED <br /> POINT LEAD GREATER THAN 7000 LBS, ����!��'�- - - - <br /> SEE TRUSS DRAWING FOR REACTI❑N, -...■M' E 2-0-8 <br /> J► <br /> D <br /> CERT IED <br /> ------ L►EQpk1F1,1$�,1j,.I ll fj L''�„�CIHi[lieni *j R = VERS = D E SALES REP : G J W O# : T 8 1 O 3 5 <br /> 11`14�R1�1}SIT DUE DATE : 1/4/2018 SCALE : 1 "=5 ' 6” <br /> f+ 13 Ci UM5A7Ff YOUNGH IELD HOMES DSGNR/CHKR: DW / ABC Date : 1/4 /2018 12 : 17 <br /> 401grel 704 2 3 2 0 OL I VER El = LL TC Live 35 . 00 psf Dur Fac-Lbr 1 . 15 <br /> R 1[715 4.4)(? TC Dead 10 _ 00 psf DurFac-Plt : 1 _ 15 <br /> FAIL T17+?p4F73 ORONO MN BC Live 0 . 00 psf O . C _ Spacing : 2 <br /> "SLIMS THE STANDARDS FIN <br /> BC Dead 10 . 00 psf Design Spec : TPS <br /> TRUSS %hurr"ANDWAKE' <br /> Total 55 . 00 psf #Tr/#Cfg : 72 / 37 <br />