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18 16 14 13 12 11 10 9 8 7 6 -�_ 6 4 S 2 1 <br /> - - - - - - - - - - - - - - - - - - - - - - <br /> 4"x12"CROWN UP i ROOF TRUSS NOTES <br /> I I 1. ROOF TRUSSES SHALL BE DESIGNED BY REGISTERED STATE <br /> L I I ENGINEER AND FABRICATED FROM ONLY THEIR DESIGNS. L <br /> 2. STRUSSES SHALL BE STAMPED BY THE ENGINEER OR BY A <br /> QUALITY CONTROLAGENCY <br /> TRUSS BY MFR. 3. ALL TRUSS DESIGNS SHALL BE SUBMITTED FOR APPROVAL TO <br /> TRUSS BY MFR. THE CITY PRIOR TO FABRICATION. <br /> 4. ALL NON-BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY <br /> 7 <br /> FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED <br /> FASTENER TO ENSURE THATHTE TRUSS BOTTOM CHORD WILL <br /> 8118' NOT BEAR ON THE WALL OR PARTITION. <br /> 61/8" 8 1/8" 81/8" I 5. APPROVED HANGERS SHALL E USED ALL CONNECTIONS OF Lu <br /> RAFTERS,JACK OR HIP TRUSSES,TO MAIN <br /> N GIRDER TRUSSES =_ <br /> 6. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE U <br /> K I FRAMEWORK AND SUPPORTING WALLS SO AS TO FORM AN K 07 <br /> — Top Of Plate _Top of Plate I INTEGRAL PART OF THE WHOLE STRUCTURE Z 8 <br /> Ell 7. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL O <br /> 8'-0" O <br /> HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY N G <br /> LOAD IS PLACED UPON THE TRUSSES. <br /> TRUSS A I O TRUSS G-A 0 S. <br /> DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL <br /> ALL TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS <br /> O N p N FOLLOWS: <br /> N I I TOP CHORD: 55 PSF OF TRIBUTARY WIDTH <br /> BOTTOM CHORD: 5 PSF OF TRIBUTARY WIDTH <br /> I I ROOFING: ASPHALT SHINGLES(5#/SF) <br /> ® TRUSS A O TRUSS G-A _ 1 <br /> I I <br /> va"-V-a' ua"=I-0" 1 <br /> I I <br /> I I <br /> I I <br /> I I <br /> L — — — — — — — — — — — — — — — — — — — — — — J O <br /> N <br /> O G ROOF FRAMING-Garage <br /> TRUSS BY MFR 1 - Q <br /> ,,-D,• - - — — — — — — — — — — — — - - - - - — — — — — <br /> - - - - - <br /> 2-2xs , z <br /> Lu <br /> - - - G � <br /> H ���/// TRUSS BY MFR I A I N H K W <br /> I <br /> A I NI j Lu <br /> Tpp of Plate I 1 I 1 w <br /> -—- Top of Plate rn <br /> GIRDER —-—- -— - - -—- $,_0„ —- - - 8,_0,T- I ?r <br /> F <br /> TRUSS B TRUSS C I I GoZ <br /> Z <br /> G n <br /> I A I <br /> OTRUSS B © TRUSS' I I I <br /> I I I I I <br /> I I I I q I <br /> TRUSS A <br /> E <br /> IFI F u <br /> I <br /> A l l F- <br /> TRUSS BY MFR. I I I U N <br /> I <br /> I I �zinn m <br /> Top cp <br /> of Plate ___ T000f Plate I I I ' I —z z�' <br /> E - - 6'-0„ 6,-0„ I I E TQ <br /> I I I II I =¢ A; <br /> TRUSS D TRUSS E I I I V ai <br /> � " I I I I -' `m c <br /> I — — d c <br /> I <br /> A _ 0 <br /> N i A I ¢ my <br /> I I I <br /> OTRUSS D ® TRUSS E <br /> ----- I PERMIT APPROVAL STAMPS o <br /> \ I N <br /> TRUSS B <br /> � GIRDER TRUSS @ROOF z <br /> TRUSS C I I I \ TO W.C.LOAD TO ( w� <br /> F - - - - - - FOUNDATION <br /> o — A I N C <br /> I I I CN <br /> A +3 <br /> I I � I I sLL <br /> I I OVER FRAMING m ga <br /> i w I I PROJ.NO: <br /> A 2-2X6 A A <br /> 22031 <br /> A I PERMIT <br /> B L - - -TRUSS D - - - T - - - - -2_2X6 - - - J - B DRAWN BY:RBC <br /> 6"X10"BEAM CHECKED BY:MJG <br /> ISSUE DATE:03/0312023 <br /> - - - - - SCALE:114"=T-0" <br /> L - TRUSS E <br /> A 11 <br /> L — — — — — u — J ROOF FRAMING N <br /> co <br /> 0 <br /> A A <br /> 0 <br /> 4) ROOF FRAMING-Existing House _ o <br /> 1/a- 18"x12"DRAWINGS ARE1/2 SIZE SCALE NOTED S3"00 m <br /> A <br /> 18 16 14 13 12 11 10 9 8 7 6 6 4 IF LINE DOES NOT MEASURE 1"SHEET IS NOT TO SCALE <br /> IF ANY DISCREPENCIES ARE FOUND,NOTIFY ARCHITECT IMMEDIATELY.VERIFY CONDITIONS AND DIMENSIONS IN FIELD. <br />