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TRUSS SCHEDULE: 2X4 SYP#,I TRUSS RAFTERS24"OC. FRAMING FOR PORCH MODELS <br /> DOUBLE 2x4 SYP#1 TRUSS RAFTER AT ENDWALLS <br /> ......... <br /> &STITCH TOGETHER W/3'x 0.120"NAILS 8"OC .. <br /> DOUBLE TRUSS <br /> ,AT ENDWALLS 20 GA.2.5"X 4"TRUSS PLATES FIELD TRUSSES 24"OC NOTE:GABLE ORIENTATION IS SYMBOLIC EACH SIDE OF TRUSS Z*: No,63439 <br /> w c1l <br /> EITHERSINCE GABLE CAN BE IN -0 <br /> DIRECTION. _c-�cq <br /> q <br /> KINGPOST ON TRUSSES>99" 12 A STATE OFF 2.5 <br /> SINGLE TRUSS OVER WALLS <br /> DOUBLE TRUSS PT OVER PORCH ....... _0 cY <br /> cq <br /> 1 112'X 12"26 GA.GALV.STEEL PLATE u <br /> (8).105"x 1.25"NAILS cc <br /> 0 <br /> ROOFING:SEE NOT(/#�4 <br /> 20 ALV STEEL HAT CHANNEL x w <br /> W1(2)2-1i4"x 0.131"HT NAILS PER CONN. 2X4#1 SYPKD STUDS <br /> ET 2-3"x.120"NAILS 0 <br /> EACH END Z -, <br /> SIDING:SEE NOTE#14 !�6 4 <br /> az .> <br /> t L-OU 1 UBLE 2X4 L / 3:0 <br /> wzox <br /> Waa(L <br /> (L <br /> 1 1/2"X 12"26 GA.GALV,STEEL PLATE IX4 PURLIN lX4 SYPKD PURLIN <br /> o.12 0 <br /> kA TOP&BOTTOM OF EACH STUD &IrxLS PER <br /> ROOF FRAMING (8) 1.26" x.105"NAILS(TYP) CONNECTION mm-0 <br /> N.T.S. 2X4(6)FLOOR JOIST > <br /> POUBLE PT 2X6 SKIDS <br /> 20 G GALV STEEL HAT CHANNEL 13 6" MAX.— TYPICAL DOOR FRAMINGti <br /> MAXIMUM DOOR SIZE <br /> W/(2)2-114"x 0.131 HT NAILS PER CONN. DOUBLE PT TRUSS W X l(v 51 <br /> 2-3"x.120"GALV NAILS NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS AN W ID <br /> 1 1/2"x 16"26 G STEEL STRAP ,n AT 8"SPACING �_ C14 ui is <br /> TOP OF STUD&TAIL END OF TRUSS to I LJ XO <br /> (8)1.25'X.105"NAILS TYP.) (n,W 0 W, <br /> ( <br /> "A END WALL FRAMING 'co- 0' <br /> - <br /> 2 X 4 PT NAIL TO UNDERSIDE <br /> z <br /> 3' 12'18 G GALV.PLATES ON N.T.S. QZN 0 <br /> x OF TRUSSES 2-3"x.120-GALV �43 vii'n -5.:-0 z <br /> 2 OUTSIDE SURFACES OF 4x4 POSTS cl� 0;-, <br /> 10-3"x0.120"GALV NAILS EA PLATE NAILS ON 6"SPACING ROOFING:SEE NOTE#14 c1l =)Z Lu <br /> 0 cj <br /> 20 G GALV STEEL HAT CHANNEL <br /> W1(2)2-114"x 0.131"HT NAILS PER CONN. n (A o <br /> Z 0 <br /> PORCH DETAILS 1 112"x 16"26 G STEEL STRAP 0 0 <br /> TOP OF STUD&TAIL END OF TRUSS Q 0<=1 <br /> (8)1.25"X.105'NAILS(TYP.) <br /> N.T.S. DOUBLE 2x4 SYP PT TOP RIM JOIST OPTIONAL 3"��'� 2x4 SYP <br /> OVER 2x4 SYP PT TOP PLATE CONT. rURAL Jol�y TOP <br /> 5 <br /> 1 112"x 16'26 G STEEL STRAP NON-STRUCTURAL EAVE RIM JOIST CONT <br /> OF —FASTEN W/2-3"x.120 NAILS EACH 8" <br /> (8)1.25-X.105"NAILS(TYP.) DOUBLE 2.4 91 SYR-\ <br /> CORNER STUDS 4X4 PT HEADER SUPPORTED BY <br /> TOP OF STUD&TAIL END 2x4 PT JACK STUDS <br /> 2x4 SYP PT TOP <br /> OPEN PORCH AREA PLATE CONT. ROBIN BUILDERS.INC, <br /> 2X4#1 SYP STUDS MAX 6'SPAN WALL TO CORNER POST 2X4#1 SYP STUDS 552 S.STATE ST. <br /> 24"CENTERS <br /> 2-3"x 120*NAIL EA END 4X4 PT POSTS AT EACH 24"MAX SPACING LYONS,GA 30436 <br /> OUTSIDE CORNER M 912-526-3266 <br /> TYPICAL WIN,FRAMING OF PORCH 2x4#1 SYP BOTTOM' �E­ <br /> PLATE-INTERIOR <br /> _2X4 PT RAILINGS IX4 PURLIN DADOED LEALL ONLY <br /> MAX 6"OPENING INTO STUDS FLOORING:SEE <br /> 1X4 PURLIN— NOTE <br /> NOTE 416 PORCH MODEL <br /> SIDING:SEE NOTE#14 FRAMING DETAILS <br /> 2X4#1 SYP BOTTOM PLATE- 1 1/2"x 12"26 G STEEL STRAP-"--, <br /> 3"x.120"NAIL 8"SPACING BOT.OF EACH STUD TO RIM JOIST <br /> (8)1.25"X.105-NAILS(TYP.) <br /> 7 <br /> 1 1/2"x 12"26G GALV STRAP' 514 x 6 PT FLOOR DECKING \\.3"xl2"18 G GALV.PLATES 2X4(6)FLOOR JOIST "'ABC 27177_� <br /> BOT OF EA STUD TO RIM JOIST ON PORCH ONLY ON 2 OUTSIDE SURFACES OF <br /> FASTEN W/8-1 1/4"x.105"NAILS TOP&BOTTOM OF 44 PT CORNER -12-20 17 7 OF 8 <br /> POSTS-10-3"xO.120"GALV NAILS EA PLATE CROSS SECTION "AMD <br /> SIDE WALL FRAMING SCALE: 1/4" = l' NOTED <br /> N T q PSI APPROVAL 2018-01-15 <br />