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21-1591
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21-1591
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Last modified
5/9/2022 11:08:47 AM
Creation date
5/9/2022 11:08:46 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
21-1591
Building Department - Name
CURTSINGER,ELWOOD & MARY
Address
4852 18TH ST
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FRAMING FOR PORCH MODELS <br /> TRUSS SCHEDULE: 2X4 SYP#1 TRUSS RAFTERS 24'O.C. <br /> &STITCH TOGETHITRUSS <br /> R WS3"x RAFTER,1 "NAILS 8"OC: <br /> DOUBLE TRUSS 20 GA.2.5"X 4"TRUSS PLATES <br /> AT ENDWALLS FIELD TRUSSES 24"OC NOTE:GABLE ORIENTATION IS SYMBOLIC EACH SIDE OF TRUSS p W N <br /> SINCE GABLE CAN BE IN EITHER ^o <br /> DIRECTION. m o�1 <br /> 12 'n N <br /> KINGPOST ON TRUSSES>99" <br /> SINGLE TRUSS OVER WALLS 2.5 1 <br /> DOUBLE TRUSS PT OVER PORCH N <br /> 1 1/2"X 12"26 GA.GALV,STEEL PLATE <br /> (8).105"x 1.25"NAILS m <br /> a <br /> IF <br /> 20 G GALV STEEL HAT CHANNEL ROO ING:SEE NOTE#14 W <br /> LI T W/(2)2-1/4"x 0.131'HT NAILS PER CONN. 2X4#1 SYPKD STUDS o a <br /> 2-3"x.120"NAILS p c <br /> OU ET OUBLE2X4 EACH END J <br /> SIDING:SEE NOTE#14 ir z > <br /> W Z p gr <br /> J 4 <br /> J d <br /> �aaa <br /> 1 1/2"X 12"26 GA.GALV.STEEL PLATE 1X4 PURLIN 1(X4 SYPKD PURLIN <br /> TOP$BOTTOM OF EACH STUD N2AILS PER <br /> ROOF FRAMING (8) 1.25"x.105"NAILS(TYPpl- 0.12 O <br /> .) CONNECTION m rn <br /> N.T.S. 2X4(6)FLOOR JOIST I DOUBLE PT 2X6 SKIDS <br /> 20 G GALV STEEL HAT CHANNEL 13' 6" MAX. MAXIMUM DOOR FRAMING N <br /> W/(2)2-1/4"x 0.131"HT NAILS PER CONN. DOUBLE PT TRUSS I 1 pp�W X 79"H V M m <br /> 2-3"x.120"GALV NAILS NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ON�Y �+ m <br /> 1 1/2"x 16"26 G STEEL STRAP AT 8"SPACING ¢o n tii p <br /> TOP OF STUD$TAIL END OF TRUSS -o <br /> (8)1.25"X.105"NAILS(TYP.) f r W = °O d o> <br /> END WALL FRAMING o <br /> 4 <br /> _ <br /> 3'x12"18 G GALV.PLATES ON 2 X 4 PT NAIL TO UNDERSIDE N.T.S. y Z N O _ <br /> 2 OUTSIDE SURFACES OF 4x4 POSTS OF TRUSSES 2-3"x.120"GALV }O v v p 3 <br /> 10-3"x0.120"GALV NAILS EA PLATE NAILS ON 6"SPACING ROOFING:SEE NOTE#14 N��+ z w <br /> 20 G GALV STEEL HAT CHANNEL m¢ �- <br /> W/(2)2-1/4"x 0.131"HT NAILS PER CONN. y 0.3� <br /> 1 1/2"x 16"26 G STEEL STRAP o 0 o <br /> PORCH DETAILS TOP OF STUD B TAIL END OF TRUSS 00¢ <br /> (8)1.25"X.105"NAILS(TYP.) <br /> N.T.S. DOUBLE 2x4 SYP PT TOP RIM JOIST OPTIONAL 3" ## <br /> 1 1/2"x 16"26 G STEEL STRAP OVER 2x4 SYP PT TOP PLATE CONT. NONSTRUCTURAL EAVE R�M JOISTICONT. <br /> TOP OF STUD&TAIL END OF TRUSS FASTEN W/2-3"x.120 NAILS EACH 8" <br /> (8)1.25"X.105"NAILS(TYP.) DOUBLE 2x4#1 SY 4X4 PT HEADER SUPPORTED BY <br /> CORNER STUDS 2x4 PT JACK STUDS ,e. <br /> 2x4 SYP PT TOP <br /> PLATE CONT. <br /> 2X4# §Y S77UppS MAX PORCHOPEN AN WA L TO CORNER POST ROBIN BUILDERS INC <br /> �4 LPENTERS 2X4#1 SYP STUDS LYONS GA 30436 <br /> 2-3"x.120"NAIL EA END 4xU4�PPT POSTS AT EACH 24"MAX SPACING 912 <br /> LYONSti-3266 <br /> OF PORCH ORNER 2x4#1 SYP BOTTOM <br /> TYPICAL WIN.FRAMING PLATE-INTERIOR <br /> 2X4 PT RAILINGS 1X4 PURLIN DADOED WALL ONLY <br /> MAX 6"OPENING INTO STUDS <br /> 1X4 PURLIN NOT #1FLOORING,SEE PORCH MODEL <br /> NOT APPROVED FOR HVHZ SIDING:SEE NOTE#14/ FRAMING DETAILS <br /> 2X4#1 SYP BOTTOM PLATE 1 1/2'x 12"26 G STEEL S <br /> 3"x.120"NAIL 8"SPACING BOT.OF EACH STUD TO RIM JOIST <br /> 1 1/2"x 12"26G GALV STRAPS (8)1.25-X.105"NAILS CTYP.) ..µ <br /> BOT OF EA STUD TO RIM JOIST 5/4 x 6 PT FLOOR DECKING 3"x12"18 G GALV.PLATES 2X4(6)FLOOR JOIST r BD 2017 <br /> FASTEN W18-1 1/4"x.105"NAILS ON PORCH ONLY ON 2 OUTSIDE SURFACES OF <br /> POSTS-010-3"x00OF 4A PT CORNER 120"GA V NAILS EA PLATE CROSS SECTION SCALE: 1/4" = 1 12-20-17 7 OF 8 <br /> SI DE WALL FRAMING `AS NOTED <br /> " <br />
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