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<br /> SMORLAP
<br /> RTN"OFIS O
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<br /> rANA-SIPHON
<br /> DRAIN CHANNEL 3r"/". WIDTH 12' PITCH O n
<br /> I SA -
<br /> PURLIN ' EDGE 1
<br /> BEARING
<br /> EXTRA LEG�'\ in
<br /> Job Truss Truss Type Ory Ply BRIAN KERBER V a-
<br /> riN
<br /> 112157 36GM1000 ROOF TRUSS 5 2 36'SCISSOR GAMBREL MATERIAL: .016 THICK GALVANIZED STEEL. 0 -I s-
<br /> loofanall PAINTED. GRADE E ,
<br /> 4.201 SRt s 22 2000 MiTek Industries,Ino. Wed 08 18:04:54 2001 P 1 80 KSI MINIMIMI YIELD TOP PANEL ANA-SIPHON
<br /> Lesta Building Systems,Lester Prairie,MN 55354,JRD Aug7wq >�
<br /> DRAIN CHANNEL
<br /> •
<br /> 1 548 I 114-0 I 14-0-0 I 244-0 1 31-0-0 1 38-0-0 1 12" PURLIN
<br /> BEAR NC BTM PANEL OYO
<br /> 60-0 a-e-0 840 84-0 4.80 5-0-0
<br /> •• Scale•1.53.4 3' 3" _ 3" 3' I EXTRA LEG
<br /> N
<br /> 8102 MII20H II BC MARKS F/HEEL: 8-10-10-8 (FEET)
<br /> 4xto M111eH% 4.001-1/ TC MARKS FIRIDGE:7"-4G)32"-29 112" (4/12) 7/8' 1 SIDE LA P 14.
<br /> 4
<br /> 4 TC MARKS F/HIP: 3 0 27'-27 118" (18/12) o
<br /> •
<br /> 13x 10 M111eH� 3/16"
<br /> !x5% vp:::.55'r--11g g i
<br /> 36 1/4" OVERALL WIDTH-36' COVERAGE 48
<br /> 2 DD030 UNI-RIB PANEL SECTION AND SPECS 1.5" E0
<br /> ��
<br /> At
<br /> ••' 1. DRILL 20" DIAMETER HOLES PER LOCATIONS ON
<br /> 800 12
<br /> FLOOR PIAN.
<br /> 2. REMOVE ALL LOOSE DIRT FROM BOTTOM OF HOLE,
<br /> "TAMP" BOTTOM OF HOLE WELL.
<br /> Ir - - 3. POSITION ANCHOR SET INTO NOTCHED EDGES ON PRE-
<br /> •• /100 SLOG. DR. JAMB TRIM 1150 RIDGE CAP CAST CONCRETE FOOTING..
<br /> 1 12
<br /> 11 10 9 0 7 122" LONG 126 LONG 16' WIDE 4. GUIDE THE CONCRETE PAD DOWN INTO THE AUGERED
<br /> Tae= 4x5= 5.7= 445= 7413= i HOLE USING THE ANCHOR SET TO KEEP CONCRETE PAD
<br /> 3 a UPRIGHT. Z
<br /> b 45 STRING.PN WOODCOLUMN
<br /> SOURE COLUMNO S PROJECTIONUMB. LINE
<br /> 7x10 M1118H% BOOR/ 7x10 M111eH� 6. FILL HOLE AT LEAST HALF FULL WITH GIRT, w
<br /> a< ,-J
<br /> 7. PRE-DRILL HOLE 3/8" 0 % 2-1/4" INTO COLUMN 1iX W
<br /> /170 FASCIA TRIM /190 BOTTOM CLOSURE FOR ANCHOR ROD & INSERT SHARP EDGE INTO HOLE. o to CO
<br /> 122" LONG 122' LONG FASTEN TO COLUMN USING GALV. STAPLES, (2) PER SDE. w
<br /> 1 8 0-0 4 1444 1 214-0 I 28-0-0 I 340-0 1Q 4 n U
<br /> 41-0-0 41 -0 84-0 840 13-04 8. LOCATE 1 STAPLE ON EACH SIDE AS CLOSE TO THE
<br /> THIS
<br /> Plate Offsets YF 1111.4.8.0.3-81.12.0.5-0 0-3.171.(6:0.5-0.0-3.121.114-60 0-3-0L 16:04-0.D-1-01.112 0.4-09.1-01 GROUND AS POSSIBLE.AGAINST
<br /> IS SO ROD RUNS INTO a
<br /> THE GROUND TIGHT AGAINST COLUMN.
<br /> LOADING(psi) SPACING 10-0-0 CSI DEFT In (bc) Men PLATES GRIP
<br /> 0TCLL 40.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.26 11 >999 MII20 220/190 F%
<br /> Taff. 8.0 Lumber Increase 1.15 BC 0 55 Vert(TL) -0.35 9-11 >999 MII2OH 185/143 r STANDARD PLACEMENT FOR ANCHOR ROOS IS AT
<br /> BCLL 0.0 Rep Stress Inc: NO'' WB 0.63 Horz(TL) 0.43 7 Na NSW 170/146 #210 TRACK COVER /230 "Z' TRIM CORNER AND DOOR COLUMNS ONLY. SEE Ci /cre
<br /> BCDL 5.0 Code BOCNANS195 1s1 LC LL Min VdeS•380 Weight 807 b 122' LONG 122- LONG FLOOR PLAN FOR ANY EXCEPTIONS.
<br /> ]C
<br /> LUMBERBRACING
<br /> 2-I/2' X 6 GA. �, %�
<br /> TOP CHORD 2 X 6 DFSYP 1950E 1.7E TOP CHORD 2-0-0 oc pans(5-10-7 max.) (2 PER SIDE)STAPLESV. WOOD COLUMN m d rhe
<br /> BOT CHORD 2 X 6 DFSYP 1950E 1.7E (Switched from sheeted-.Spacing>2-0-0).
<br /> WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing P/N 040210
<br /> WI2
<br /> • REACTIONS(Nslxe) 1.8685/0-5.8,7.6885/0.5-8 #250 J' TRIM ,�,
<br /> 122' LONG /270 TRACK BOARD COVER _� 1t ��,, q O Q
<br /> ' FORCES(b)-Fist Load Case Only 12r LONG 111�� _ CY Z Z
<br /> TOP CHORD 1.2•-13464,2-3.-11769,34•-11336,4-5=-11336,5-0•-11789,6-7=-13464 Jr-
<br /> BOT CHORD 1-12.8255,11-12.11743.10-11=9867,9.10=9867,I.9.11743.7.8.6255 .1: ::: L::::1 3/�•ANCHOR j CIO
<br /> O
<br /> . WEBS 3-12.-1081,3.11•-2065,4.11.2300,4.9.2300,5-9•-2065.5-0=-1081,8-8=6271,2-12.8271 �R
<br /> 4' EMBED - P/N 500012 Z
<br /> NOTES 6' EMBED - P/N 500027
<br /> /)Dead loads shown Include weight of truss. Top chord dead load of 5.0 pal(or less)Is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load
<br /> 2)N plates are M1120 plates unless otherwise Indicated. /510 (77_JAMB TRIM /550 (8") JAMB TRIM ;Y IQ
<br /> 3)Bearing al(oM(s)1,7 considers parallel lo grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface 122 LONG 122 LONG n
<br /> 4" % 174in
<br /> 4)One RT7 USP connectors recommended to connect truss 10 bearing walls due to uplift at ills)1 and 7. PRE-CAST CONCRETE ir
<br /> 5)This truss has been designed with ANSUTPI 1-1995 afterla. �� PAD WITH NOTCHED + `A in
<br /> 6)2-ply buss to be connected together with 1Od Common(.148'x3')Nails as follows: EDGE FOR ANCHOR W 0
<br /> Top chords connected as bows:2 X 8-2 rows at 0-9-0 oc. 1 ROD O N
<br /> Bottom chords connected as blows:2 X 6.2 rows at 0-9-0 oc.
<br /> Webs connected as follows:2 X 4-1 row 810-9-0 oc. P/N •104001 • Z W cr-
<br /> W
<br /> \ I UNDISTUP.3ED
<br /> LOAD CASE(S)Standard {'820 RAKE AND CORNER TRIM /890 SLOE JAMB TRIM 17" SOIL El CH 0d
<br /> 15' AND 23' LENGTHS 168" LONG DIA. W
<br /> FOOTIW. _ U N
<br /> COMMON METAL TRIM IDENTIFICATIONS 32 ANCHOR SET PRE-CAST CONCRETE PAD 16
<br /> TRUSS SPECIFICATIONS 384 DE095 STANDARD METAL FLASHINGS I-I Rl EF120 I/2" R.. L~
<br /> UNI-FRAME WALL SYSTEM UM- EnDC304 DESIGN REQUIREMENTS Ro
<br /> PRE-DRILL HOLE INTO
<br /> FOUR BATTER BOARDS SHOULD BE USED - W.-W b
<br /> 14 0" -r
<br /> TO MARK LOCATIONOF A RECTANGULAR BUILDING ON COLUMN COLUMN & INSERT SHARP EDGE INTO HOLE 3/8" DIA. I HEREBY CERTIFY THAT THIS PLAN,
<br /> THE SITE. THE HEFIN(FINISH GRADE FOR THE SITE ;' 11 : 2 I/4• DEEP. COLUMN (NOTCHED SPECIFICATION, OR REPORT WAS PREPARED
<br /> AROUND THE PERIMETER MUST BE ESTABLISHED AT L 1
<br /> THIS TIME. SAW KERF BATTER BOARD (2) 2 1/2' X �MMAAY FLUSH. CONFIGURATION BY ME OR UNDER MY DIRECT SUPERVISION
<br /> SET BATTER BOARDS AT LEAST 2 FT. AWAY FROM - II 6 GA. STAPLES INTO AND THAT I AM A DULY LICENSED W
<br /> EACH CORNER. ONCE AGAIN, DOUBLE CHECK THE STAKE '��" COLUMN TO HOLD ANCHOR
<br /> DIAGONALS FOR SQUARE. Illiii �• I SET IN PLACE BOTTOM CHORD PROFESSIONAL ENGINEER UNDER THE LAWS s rr
<br /> �0 t,,, c.,000%
<br /> s►% -�- 1 I SET FASTENING OF TRUSS UNE OF THE STATE OF MINNESOTA. a
<br /> STANDARD ANCHOR �, ``
<br /> °�t`ON o II /„?,
<br /> I/I ril
<br /> JOHN DIERAUER n i
<br /> l3fi NOP 9' r 90" A
<br /> �� STAKE--JVIS'- �O- LTAUT LINE ANCHOR RODS AT ` Lei
<br /> �" �(1\ CORNERS AND OPENINGS
<br /> A +1
<br /> ,OUTSIDE OF FOUNDATION \ USING A 2' LENGTH OF 3/4" PIPE, SLIP • i1
<br /> WALL �I HOOK OF ANCHOR ROD INTO PIPE AND TWIST A
<br /> DIAGONAL ROD SO IT WILL SET AT 90 DEGREES FROM BLOCK TO COLUMN
<br /> • MUST USING THE 3-4-5 SYSTEM TO CHECK THE CORNERS WHERE IT WAS. HOOK CAN NOW BE FASTENEDW 4) 16d R.S. NAILS N
<br /> .."--...-....-
<br /> DIMENSIONS CU�TO FR BETWEEN O: C7 A
<br /> �l lO Mb). BE EQUAL!!
<br /> OF THE BUILDING. THIS IS TO MAKE SURE THE I TO INSIDE OF COLUMN AWAY FROM JAMB OR TOP GIRT AND BOTTOM
<br /> W Z u�'
<br /> OR BUILDING IS SQUARE. IN THIS DRAWING, A /L) SPIASHPLANK. 7HI5 ELIMINATES CHORD OF TRUSS. Q i t1 ~
<br /> s•�l MULTIPLE OF 3.4.5 WAS USED. THREE UNITS ✓ MORTISING OF COLUMN. DA O�-+ ` ( LICENSE #1442:. r-,
<br /> J 2zre
<br /> O�4,,44 c4 "I I" OF EACH: 3%3�9, 4X3-12, AND 5X315. PRE-CAST OR POURED FOOTING --1 m arc1
<br /> . �ti G4w (FULL DIAGONALS OF THE TOTAL BUILDING IS MORE ACCURATE) -
<br /> SET BATTER BOARDS 384 ANCHOR ROD TO COLUMN UNI-FRAME 16 FLUSH ENDWALL COLUMN PREPARATION 16 JOHN DIERAUER MINNESOTA ENG STAMP 384
<br /> ��
<br /> EF020 SITE PREPARATION R1 EF180 STANDARD, OPENINGS, AND CORNERS R1 FF325 TRUSS CONNECTIONS UNI-FRAME 1/2 RI DA006FULL I •J m
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