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18-20466
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18-20466
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Last modified
3/18/2019 7:56:49 AM
Creation date
3/18/2019 7:56:48 AM
Metadata
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Building Department
Company Name
MAJESTIC OAKS
Building Department - Doc Type
Permit
Permit #
18-20466
Building Department - Name
NHC-FL 115 LLC
Address
39823 COG HILL LOOP LOT 106
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FRAMING FOR STEEL FRAME _—ROOF PANEL ATTACH TO ENDWALLS <br /> HEADER DETAIL,MAX SPANS&FASTENING \ SIDEWALLS&ALONG RIDGE WITH <br /> c.�°i rate <br /> HEADERS 1-2x4 2-2X4 2-2X4 ROOF PITCH VARIES / \ 410 x 3/4"SCREWS AT 8"SPACING <br /> /2-2HIG <br /> 18 GAUGE TO MAX 3.5/12 12 0 0 n n <br /> STEEL PLATE max.3.5�— NOTE:GABLE ORIENTATION IS SYMBOLIC SINCE GABLE CAN BE IN EITHER N w o <br /> TWO SIDES `� <br /> o <br /> I N <br /> (-i El OPTIONAL SAVE 3"MAX--y3" o N <br /> N <br /> J <br /> MAX SPANS 22.5" 64" 95" m p <br /> —DOUBLE STUDS AT DOOR OPENINGS �•a <br /> FASTENING 2-#10 x 3/4" 4-1110 x 3/4" 10-#1 O"x 3/4 STEEL STUD 0 <br /> SCREWS SCREWS SCREWS DIAGONAL WINDBRACES\ X 1 w <br /> EACH END EACH END EACH END FOUR PER CORNER a <br /> SILL SPAN&FASTENING z <br /> ` <br /> ` 20 GAUGE STEEL BELTLINE I-0 a <br /> SILLS 1-2x4 \ CONTINUOUS AROUND PERIMETER a <br /> BOTTOM TRACK ATTACH—�� \ (3)3"x.120 NAILS PER CONNECTION Z 3o m <br /> TO FLOOR W/1/4"x 21/2"WASHER w <br /> U HEAD LAG BOLTS @ 2'CENTERS& — 18 GAUGE STEEL STUD PLATE 4 g a 0- <br /> DOUBLE BOLTS EACH CORNER -v--,--I - --- I \\ L� <br /> MAX SPANS 48 &EACH EDGE OF DOOR OPENING <br /> FASTENING 2 SCR Xy33�5 I DOUBLE PT 2X6 SKIDS I M(' m <br /> _.— TYPE AND LOCATION OF <br /> EACFND Fes— —13' 6" MAX. �I AND WINDOWS TO VARY DOORS <br /> NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY i F <br /> ,1 I TYPICAL DOOR FRAMING: { w M F <br /> E 1\1 D WALL F R A I�..'I I I1•J G MAXIMUM DOOR SIZE- ~ N O 0 <br /> N-T.S. 108"W X 79"H �i V)0)I' a X o <br /> W x�rN 0> <br /> BOTTOM CORD EACH RIB- / \-' CONTINUOUS BELTLINE& a m z N 0 O 3 <br /> AT TO RAFTERS WITH \� �/ \ TOP&BOTTOM PLATES o m <br /> 4-#10 x 3/4"SCREWS EA END / THROUGH ROOF PANEL C,4 <br /> J`' m za. <br /> RAFTERS AT 24"MAX Z cJ 0 <br /> �_ �� (2)#10 x 3/4"SCREWS PER CONNECTION -j r- <br /> SPACING LOCATE -1 BETWEEN STUDS AND PLATES o-o <br /> OVER WALL L STUDS - <br /> II-- Phns Feufeever:aichard Old.,OPTIONAL EAVE 3"MAX-y3- ICC115107840 - <br /> FI 0SMP45,SMI-76 <br /> �-20 G STEEL STUDS&RAFTERS 24"MAX SPACING LSUCCCNUO2416 --- - <br /> Department Manager:Mawr C.Martln,PE <br /> Ft PE p82379,LA PE 1142017 <br /> SIDING:SEE NOTE 914 / I LSUCCCOV0243G <br /> 90" I.1AX. t -Base Rail or TOP Rail ROBIN BUILDERS INC. <br /> 3 552 S. STATE 517, <br /> YO S, GA. 30436 <br /> _ <br /> CONTINUOUS BELTLINE-� T / x 3/4" cake t912 526-3266 <br /> BOTTOM TRACK CONT.FASTEN 16T < head scrate�Sper coon. <br /> W/1/4"x 21/2"WASHER HEAD 20 GAUGE STEEL �tt�ttr 1�i7� •.+- ..- <br /> tll Utr <br /> LAG SCREW @ EA STUD BOTTOM TRACK CONT. ,Swagrtd dimple w1�p*1 '&�S9.U��'' STEEL FRAMING <br /> 111f"dia.hhlgla r '�S ' 1^ DETAILS <br /> w <br /> '-/. No.63439 <br /> DOUBLE PT 2X6 SKIDS r Y' <br /> 13' 6" MAX' r-- — :ffi i l' i 9` ' iT•1ci,IU:' <br /> NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY J�•• ��,•'•, siAIEOFl� ABC 2017 <br /> i�A� `•-FCORiDP••' E <br /> 20-17 6 of 8 <br /> C I1 O_SSECTIO�� DETAIL_ STEEL. STUD DETAIL w= y�y �N.T.S. tNE <br /> N.T.S. <br /> PSI APPROVAI 20'Ih-U1-15 i'• <br />
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