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FRAMING FOR STEEL FRAME ROOF PANEL ATTACH TO ENDWALLS <br /> HEADER DETAIL MAX SPANS&FASTENING SIDEWALLS&ALONG RIDGE WITH om.d rmy, <br /> HEADERS 1-2x4 2-2X4 2-2X4 ROOF PITCH VARIES #10 x 3/4•SCREWS AT 8"SPACING <br /> /7.26•HIGH TO MAX 3.5/12 12 0 o w n <br /> TBEL PIGAE max 3.b� NOTE:GIppIBLE ORIENTPNTION IS SYMBOLIC L^N <br /> O SIDE DIRECTIONLE C N BE IN EITHER G w I <br /> U © OPTIONAL EAVE 3"MAX <br /> • N <br /> MAX SPANS 22.5' 84' p19U5' a� DOUBLE STUDS AT DOOR OPENINGS 3 I`< <br /> FASTENING 2SCREW3" ¢SCREIN3" 1 SCRE�IIS4 DIAGONAL WINDBRAC D o�' <br /> EACH END EACH END EACH END FOUR PER CORNER po <br /> ELTLINE p <br /> SILL SPAN&FASTENING o 4 <br /> 20 GAUGE STEEL B <br /> SILLS 1-2x4 CONTINUOUS AROUND PERIMETER <br /> BOTTOM TRACK ATTACH (3)3"x.120 NAILS PER CONNECTION Z p a <br /> L_1 TO FLOOR W/1/4"x 2 1/2"WASHER <br /> HEAD LAG BOLTS Q 2'CENTERS& 18 GAUGE STEEL STUD PLATE a a <br /> MAX SPANS DOUBLE BOLTS EACH CORNER <br /> 48° & <br /> FASTENING 2-#10 x 3/4' EACH EDGE OF DOOR OPENING "-e <br /> DOUBLE PT 2X8 SKIDS <br /> 13' 6" MAX- TYPE AND LOCATION OF DOORS <br /> AND WINDOWS TO VARY <br /> NOT.APPROVED FOR HVHZ NOTE FOUR SKIDS UNDER 13'6•WIDE FLOORS ONLY F <br /> t) VI Ep E0 <br /> TYPICAL DOOR FRAMING: 2I.I W.!�N <br /> END WALL FRAMING MAXIMUM DOOR SIZE- M In <br /> N.T.S. 108"W X 78"H rjj ro Fp a G W <br /> w x� Cg <br /> CONTINUOUS BELTLINE& ON o, O= <br /> BOTTOM CORD EACH RIB TOP&BOTTOM PLATES TOP LINF ENGINEERING,}LC W NOI 5 Y 3 <br /> ATTACH TO RAFTERS WITH R u EN I€Ere N I p W <br /> 4-#10 x 3/4"SCREWS EA END THROUGH ROOF PANEL a <br /> William E.Neary,111 C W:3 <br /> RAFTERS AT 24'MAX (2)#10 x 3/4"SCREWS PER CONNECTION SMP-51,SMI-79,ICC 5195040 o O <br /> SPACING&LOCATE BETWEEN STUDS AND PLATES 10649 Oakvlew Pointe Terrace O<D <br /> OVER WALL STUDS T <br /> L Gotha,Florida 34734 <br /> OPTIONAL EAVE 3-MAX�Y• <br /> 20 G STEEL STUDS&RAFTERS 24'MAX SPACING <br /> SIDING:SEE NOTE#14 ��..... <br /> 90" MAX. Base Rail or Top Rail IxNS•BgUII,DEgRSLINC. <br /> CONTINUOUS BELTLINE • (912)S 526 T3266 6 <br /> tread sere w`Lf per conn. <br /> BOTTOM TRACK CONT.FASTEN I�• 11111I1t/// <br /> L4G)SCREW Q EA STUD BOTTOM TRACK CONT. Swaged dimple wlij��� G�H•E.V �:i STEEL FRAMING <br /> .t 18"dla`I }, .�J84 DETAILS <br /> DOUBLE 6" SKIDS *• 2 � <br /> 13' 6" MAX 4148�,Q04B: <br /> NOTE FOUR UNDER 13'6"WIDE FLOORS ONLY J�• � •'•. �GTHO Z "'FBC 2017 y <br /> �ii � �' Q� 12-20-17 6 0f 8 <br /> CROSS SECTION DETAIL STEEL STUD DETAIL � <br /> N.T.S. <br /> N.T.S. ItNONE <br /> 2019-11-04 TOP LINE ENGINEERING APPROVAL PLAN#ROBIN GA FBCR2010-17.'NOT HVHZ APPROVED <br />