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FRAMING FOR PORCH MODELS <br /> TRUSS SCHEDULE: 2X4 SYP#1 TRUSS RAFTER$24"O.C. <br /> DOUBLE 2x4 S P91 TRUSS w+r I ER AT ENDWALLS �``�e1F;tH `O <br /> $STITCH TOGETHER W/3'x 0.120"NAILS 8'OC �P•'••,p`� <br /> DOUBLE TRUSS 20 GA.2.5"X 4'TRUSS PLATES :v <br /> O CNh <br /> AT ENDWALLS ,FIELD TRUSSES 24.OC NOTE:GABLE ORIENT,VION IS SYMBOLIC EACH SIDE OF TRUSS _{r j �• <br /> SINCE CABLE CAN BE IN EITHER N <br /> DIRECTION. o I <br /> '•;1/12720f <br /> KINGPOST ON TgU39E9>g9" 12 �� � <br /> SINGLE TRUSS OVER WALLS 2'6 �i� �ICI69►,•.�'®�~��` o �v <br /> DOUBLE TRUSS PT OVER PORCH �j�'•••• `````c� <br /> 1 1/2"X 12"26 GA.GALV.STEEL PLATE III (� c <br /> (8).105'x 1.25"NAILS 3 4 a <br /> O <br /> —2 <br /> LIC T 20 G GALV STEEL HAT CHANNEL ROO ING:SEE NO #14 <br /> W/(2)2-1/4"x 0.131"HT NAILS PER CONN. 4#1 SYPKD STUDS p a <br /> 2-3'x.120"NAILS p O <br /> oul OUBLE 2X4 EACH END z o <br /> I' SIDING:SEE NOTE#14------ Z 3 0 <br /> ® oIL <br /> IL <br /> a <br /> a< <br /> 1 1/2'X 12"26 GA.GALV.STEEL PLATE 1X4 PURLIN 1243 x 0 D2�URLIN <br /> ROOF FRAMING TO`8)B05 0M OF EASTUD COINNECTION ; <br /> N.T.S. 2X4(6)FLOOR JOIST I DOUBLE PT 2X6 SKIDS <br /> — —13' 6" MAX. TYPIC�4VOORFRAMING <br /> 20 G GALV STEEL HAT CHANNEL I MAX DOOR SIZES y1 <br /> W/(2)2-114"x 0.131"HT NAILS PER CONN. DOUBLE PT TRUSS 1Q"'� X 79'H V 1O p <br /> AT x.120"GALV NAILS NOTE FOUR SKIDS UNDER 13'e"WIDE FLOORS OALY +�1 N u <br /> 1 1/2"x 16"26 G STEEL STRAP AT 8'SPACING a F)ro 9 u <br /> TOP OF STUD&TAIL END OF TRUSS N , a p 03 <br /> (8)1.25°X.105°NAILS(TYP.) -�''E�ls1l" t�..a„,°,"` C7 N > <br /> Wllllam E.NearyfIIIN END WALL FRAMING s _ Z O <br /> 2 X 4 PT NAIL TO UNDERSIDE SMP-51,SMI-79,ICC 5185M N.T.S. O=N —• o <br /> 3'x12'18 G GALV.PLATES ON ID649 Oak,!MPOIme Terrace No 3 <br /> 2 OUTSIDE SURFACES OF 4x4 POSTS OF TRUSSES 2-'x.x.120"GALV Gotha,Florida 3473d >O1 u <br /> 10.3"xO.120"GALV NAILS EA PLATE NAILS ON 8"SPACING ROOFING:SEE—_ <br /> #14� N Jv O <br /> 20 G GALV STEEL HAT CHANNEL If1 aa <br /> W/(2)2-1/4"x 0.131"HT NAILS PER CONN. zu kp p o s <br /> PORCH DETAILS OF <br /> &TAIL SD OF STRAP L) aj <br /> TOP OF STUD 8 TAIL END OF TRUSS <br /> (8)1.25"X.105'NAILS(TYP.) <br /> N.T.S. DOUBLE 2X4 SYP PT TOP RIM JOIST OPTIONAL 3"� pp 4 SYP q�77ppPP <br /> 1 1/2'x 18'26 G STEEL STRAP OVER 2X4 SYP PT TOP PLATE CONT. NON-STRUCTURAL EAVE R�M JOIST CONT. <br /> TOP OF STUD 8 TAIL END OF TRUSS DOUBLE 2x4#1 SV FASTEN W/2-3'x.120 NAILS EACH 6' <br /> (8)1.25°X.1D5"NAILS(TYP.) CORNER STUDS 4X4 PT HEADER SUPPORTED BY <br /> 2x4 PT JACK STUDS 20 SYP PT TOP �•�•" <br /> Cg 4x4 PT POSTS <br /> PORCH AREA PLATE CONT. <br /> ROBIN BUILDERS INC. <br /> 2X4# �Y�SR15MAX 6'SPAN WALL TO CORNER POST 2X4#1 SYP STUDS 552 S.STATE S'F. <br /> 24 E S AT EACH 24•MAX SPACING LYONS GA 30436 <br /> 2-3•x.120"NAIL EA END 912-52b-5266 <br /> OU PSaDFS,RCORNER 2X4#1 SYP BOTTOM <br /> TYPICAL WIN.FRAMING OF RR PLATE-INTERIOR <br /> 2X4 PT RAILINGS WALL ONLY `ter <br /> MAX 6"OPENING 1X4 PURLIN DADOED ... <br /> INTO STUDS FLOORING:SEE <br /> 1X4 PURLIN NOT APPROVED FOR HVHZ / NOTE#16 FRAMING DETAILS <br /> SIDING:SEE NOTE#14 <br /> 2X4#1 SYP BOTTOM PLATE 1 1/2'x 12"26 G STEEL ST �77 <br /> 3•x.120'NAIL 8'SPACING BOT.OF EACH STUD TO RIM JOIST <br /> 1 M. <br /> NAILS(TYP.) <br /> BOT OF EA STUD TO RIM JOIST 5/4 x 6 PT FLOOR DECKING 112'18 G GALV.PLATES 2X4(6)FLOOR JOIST Rs <br /> BC 2017 <br /> FASTEN W/8-1 114"x.105"NAILS ON PORCH ONLY ON 2 OUTSIDE SURFACES OF <br /> TOP T BOTTOM OF 4x4 L CORNER CROSS SECTION NOT D 7 OF 8 <br /> POSTS-10-3'x0.120'GALV NAILS EA PLATESI DE WALL FRAMING NOTED <br /> SCALE; 1/4" = 1' <br /> 2019-11-04 TOP LINE ENGINEERING APPROVAL PLAN#ROBIN GA FBCR2010-17.***NOT HVHZ APPROVED <br />