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20-414
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20-414
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Last modified
3/4/2022 6:36:25 AM
Creation date
3/4/2022 6:36:23 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-414
Building Department - Name
DIGGORY,CHRISTINA
Address
38609 NAOMI AVE
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FRAMING FOR STEEL FRAME ROOF PANEL ATTACH TO ENDWALLS <br /> HEADER DETAIL.MAX SPANS&FASTENING SIDEWALLS&ALONG RIDGE WITH <br /> HEADERS 2-2X4 2-2X4 ROOF PITCH VARIES #10 x 314'SCREWS AT 8"SPACING <br /> W1 7.25"HIGF <br /> 18GAUGE TO MAX 3.6/12 12 0 <br /> c <br /> STEEL PLATE max.3.51 NOTE:GABLE ORIENTATION IS SYMBOLIC W <br /> TWO SIDES SINCE GABLE CAN BE IN EITHER X (714 <br /> DIRECTION. <br /> r 1 F-I OPTIONAL EAVE 3"MAX--IT' C14 <br /> cq <br /> I MAX SPANS 1 22.5" CA. 95.1 4 m u <br /> 6 <br /> DOUBLE STUDS AT DOOR OPENINGS < <br /> FASTENING 12-#10 x 3/4" 4- 3/4' STEEL STUD 0 <br /> #10x3/4" &M DIAGONAL <br /> SCREWS SCREWS 1(ttlR WINDBRACES <br /> EACH END EACH END EACH END FOUR PER CORNER <br /> 0 <br /> ca 0 <br /> SILL SPAN&FASTENING z <br /> SILLS 1-2x4 �20 GAUGE STEEL BELTLINE 1-6 <br /> z <br /> BOTTOM TRACK ATTACH CONTINUOUS AROUND PERIMETER < <br /> W 30 <br /> TO FLOOR W/1/4"x 2 V2"WASHER (3)3"x.120 NAILS PER CONNECTION Z 0 Od <br /> r 1 <br /> HEAD LAG BOLTS @ 2'CENTERS 55 <br /> 18 GAUGE STEEL STUD PLATE <br /> MAX SPANS 415' DOUBLE BOLTS EACH CORNER <br /> &EACH EDGE OF DOOR OPENING <br /> FASTENING 2-#I0X3/4" DOUBLE PT 2X6 SKIDS <br /> FS C C 7 f EN 13' 6" MAX. TYPE AND LOCATION OF DOORS > <br /> A JL12-j AND WINDOWS TO VARY <br /> NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY <br /> 1;;'D iv <br /> TYPICAL DOOR FRAMING: W P')11 <br /> MAXIMUM DOOR SIZE- ;50" in <br /> END WALL FRAMING I.-"t c"I ..6 <br /> N.T.S. I 08"W X 79'H "10 1 C4 a:<- 0 L' <br /> V4 0> <br /> in -1 <br /> CONTINUOUS C L..z <br /> BELTILINE& <br /> Om 0 <br /> LIN in <br /> BOTTOM CORD EACH RIBTOP&BOTTOM PLATES 0 <br /> ATTACH TO RAFTERS WITH <br /> THROUGH ROOF PANEL C4 Z L'j <br /> 4-#10 x 3/4"SCREWS END to <br /> U.) <br /> in=)I <br /> RAFTERS AT 24"MAX ZOO <br /> j <br /> (2)#10 x 34'SCREWS PER CONNECTION 01�-i <br /> SPACING&LOCATE BETWEEN STUDS AND PLATES Q 0< <br /> OVER WALL STUDS <br /> Plans Reviewer.Richard Olds <br /> OPTIONAL EAVE 3-MAX---r tCC#5207840 <br /> "SIVIP-45,SMI-76 <br /> 20 G STEEL STUDS&RAFTERS 24"MAX SPACING LSUCOC OU02416 <br /> Department Manager:Visor C.Martin,PE <br /> Ft PE 482379,to PE#42027 <br /> SIDING:SEE NOTE#14 L <br /> SUCCCOU02436 <br /> 90" MAX. 31- Base Rail or Top Rail ROBIN BUILDERS INC. <br /> 552 S. STATE ssr. <br /> GA. 30436 <br /> � <br /> CONTINUOUS BELTLINE-"� cake <br /> 9'1'2 T 526-3266 <br /> Mx 3/4" <br /> screw Mar conn. <br /> BOTTOM TRACK CONT.FASTEN--\ <br /> W1 0I 1/4"x 2 I/Z'WASHER HEAD 20 GAUGE STEEL 114 E <br /> LAG SCREW @ EA STUD BOTTOM TRACK CONT. Swaged dimple wRi .# -I. ..........kI/"',/ STEEL FRAMING <br /> DETAILS <br /> No,53439 <br /> DOUBLE PT 2X6 SKIDS <br /> 13' 6" MAX.— -q 1/1 0/-9 0 le <br /> ::p <br /> NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY I r 0 STATE OF ABC 2017 <br /> AZ* <br /> -12-20-17 6 of 8 <br /> STEEL STUD DETAIL <br /> CROSS SECTION DETAIL -NONE <br /> N.T.S. N.T.S. <br /> PSI APPROVAL 2018-01-15 <br />
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