Laserfiche WebLink
i NOTES <br /> I �1!FASTEN STEEL PLATE TO 6X6 BEAM WITH 3-1/2"X 7"LENGTH LAG BOLTS PER ASSEMBLY. <br /> ' SPACE BOLTS(�8"OC,CENTERED IN THE PLATE.DRILL 9/16"HOLE IN STEEL PLATE.PRE-DRILL <br /> / ; U SIZE HOLE IN 6X6 IF NECESSARY TO AVOID BOLT BREAKAGE.REFER TO DETAIL 1. <br /> + �, 2. BLOCK SOLID BETWEEN 6X6 AND TOP OF EXISTING WALL WITH 4X4.REFER TO DETAIL 2. <br /> f � � <br /> % I .STRAP THE LVL BELOW THE CANTILEVER GABLE TRUSS TO THE 6X6 BEAMS WITH SIMPSON <br /> � f MTS18 TWIST STRAP,ONE EACH SIDE.REFER TO DETAIL 2. <br /> � 4. PLEMENT 2X4 BOTTOM CHORD OF THE FIRST TRUSS INSIDE OF THE WALL WITH A 2X4 LAID <br /> �! +f T,CUT INTO SEGMENTS TO FIT BETWEEN WEB INTERSECTIONS.FASTEN WITH 16D NAILS(� <br /> 16"OC. REFER TO DETAIL 3. <br /> � 7 <br /> ��f� 5.P VIDE 2X6 24"OC BETWEEN GABLE END TRUSS AND FIRST TRUSS INSIDE OF WALL WITH <br /> / � j D CT BEARIN�ON TOP OF EXISTING WALL.PROVIDE INVERTED SIMPSON LUS26 HANGERS, <br /> � + �AS�TENED AT GABLE END TRUSS AND AT FIRST TRUSS INSIDE OF WALL.REFER TO DETAIL 3. <br /> 6..VROT IDE XISTNG TOP PLATIE OFTHE EX STING WqlA.�LED IN NOTE 4 ON THIS PAGE DIRECTLY <br /> � � 1''� 1 � �i <br /> � <br /> r" �' 7.P VIDE 2X4 WALL BUILT OVER BLOCKING INSTALLED IN NOTED 5 ON THIS PAGE,CONTINOUS <br /> � OM BLOCKING TO EXISTING 2X6 INFILL FRAMING AT THE SLOPED RpOF.INTERRUPT THE <br /> I � J + BOTTOM PLATE AT 6XS_BEAM LOCATIONS,AS THEY EXTEND ABOVE THE PLANE OF THE BOTTOM <br /> ( PLATE.PROVIDE STUDS FROM BOTTOM PLATE TO TOP PLATE AT EACH SIDE OF EACH 6X6 BEAM <br /> NOTE � � � LOCATION.COORDINATE STUD PLACEMENT TO ALLOW 2X4 BRACES TO ATTACH FROM 2X4 WALL <br /> TO SIDE OF VERTICA�WEBS OF GABLE END TRUSS.PROVIDE 2 BRACES PER STUD,AT THIRD <br /> " i POINTS.FASTEN TO SIDE OF GABLE END TRUSS 2X4 WITH 4-16D NAlLS.FASTEN TO FACE OF 2X4 <br /> I ,�r � �� � WALL WITH 4 16D NAIIS.PROVIDE MIN 7/16"O58 OR PLYWOOD SHEATHING AT THE INTERIOR <br /> / �/ �� + �� AFTER 2X4 BRACES ARE INSTALLED.REFER TO DETAIL 5. <br /> , � I + 8.PROVIDE SIMPSON MTS18 STRAP AT THE FIRST THREE INTERIOR TRUSS HEEL CONNECTIONS <br /> � � / ' �Yf BOTH EAST AND WEST WALLS.FASTEN FROM HEEL TO THE VERTICAL WALL STUD.WHERE � <br /> � % f j / STUDS DO NOT ALIGN WITH TRUSSES,PROVIDE ADDITIONAL STUD.AT GARAGE DOOR <br /> i / � + LOCATIONS,PROVIDE SIMPSON LSTA 18 STRAP FROM AFFECTED STUDS TO GARAGE DOOR <br /> l � HEADER BEAM. REFER TO DETAIL 6. <br /> / tt 1 9.PROVIDE 2X6 3-PLY STRUTS THAT EXTEND FROM THE BEAM TO THE TRUSS AT THE <br /> A }I J ` �y i� B�EARINGNMIDDLE PLYH S LOCATED TO BTEAR ONTBOTTOM SIDE OF TR SSRELEIMENTRS DE PLIES <br /> / � � �+ SANDWICH THE ASSEMB�Y.NAIL PLIES TO EACH OTHER WITH 10D NAILS 12"OC,EACH SIDE. <br /> � � �� FASTEN 3 PLY STRUTS TO 6X6 BEAMS WITH SIMPSON A 35 FRAMING ANG�,ONE EACH SIDE. <br /> /' REFER TO DETAIL 7. <br /> ;I/ / ! ^i BACK�OfTHE E�XRS NG WALL4�FER 0 DETAIL gOM THE WL BEAM BELOW GABLE END TRUSS <br /> i� � � rF Q <br /> ' � � I� <br /> � <br /> N( <br /> � <br /> _�_'_`� BanmCnukBusinwGnttr�nIJMottson <br /> 901 Nor�h 3rd Stnw.�I00 I.J�L.11�Macdonald <br /> MlnnupWly,MN5S101 YOUfIJw�cnrJ�irrr�� <br /> CANTILEVER BRICK GABLE <br /> 135 WCE IINE RIDGE� <br /> MAPLE PLAIN MN <br /> MMY/AJN/4.182016 SHEET 52 <br />