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G =1564 LB
U= - 1052.12LB
G =1564 LB
U=- 1052.12 LB
1
G =880 LB
U =- 486.75 LB
G =660 LB
U=- 347.68LB
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G =1452 LB-
U= 976.65 LB
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G =880 LB
U=- 486.75LB
G =660 LB
U = -121
LB
G =1564 LB
U =3 66.52 LB
_-- -SEE DETAIL NO. 3
3 -2X16 PT
BEAM
216 WOOD
RACING
5 0"
1
X6 WOOL
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BRACING
247 L
-842.3 LB
G =660 LB
U=- 488.99 LB
3 -2X16 PT
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"x4" #2 SOUTHERN YELLOW
INE CROSS BRACING
IEMBERS FASTENED TO
RUSSES W/2 -16D NAILS
ACH END. PLACE AT EACH
NO OF BLDG, AND AT
0' -0" O.C. SPACING
OCATED AT RIDGLINE AND
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SSLAYYOUTFOR �LOCA ION)
"x4" CON r. LATERAL WOOD
RACING NAILED TO BOTTOM
HORD AT PANEL POINT OR
AXIMUM 10' -0" SPACING AND
S REQUIRED BY TRUSS
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RACING SHALL BE RESTAINEDAT
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1TERVA1 S AS PER F.B.C.
2319.17.12
i-G =660 LB
U=- 361.28LB
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4'X8' C.DXPLYWOOD
SHEATHING MIN. 19132"
THICK MAX. SPAN 24"
(2) 16d NAILS EACH MEM Tx4" CONT. LATERAL WOODBRACING
NAILED 10 BOTTOM CHORD AF
20' -0" O.C. �,_
(OVERLAP
SPLICES)
-LAB WOOD ENGINEERED
G= 1210.00 LB
U=- 801.28LB
LATERAL BRACING SEE
DETAIL
2"X 8" WOOD FASCIA SEE SEECALCUALTIONS FOR
NAILING AT PANEL,
TYPICAL WALL SECTION NAILED EDGEAND INTERMEDIATE SUPPORT.
W/ 2 -16D NAILS @ EACH TRUSS
1/16"SPACEATPANELENDS STRUCTURAL NOTES:
PLYWOODN A I E I N G DETAIL 1-ALL DESIGN CONFORMS TO 2007 /2010, IBC /IRC 2009 /2012 AND NOS 2005 /2012
Not to Scale 2- Y16" THICK STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, YIELD STRENGH 36 000 PSI.
LOAD VALUES SHOWN ARE BASED ON STEEL STRESS WITHOUT 33% INCREASE.
#3 BAR TIE @ 8" O.C. 3 -ALL WELDING SHALL BE MINIMUM RC WITH E70 ELECTRODES AND SHALL CONFROM TO LATEST AISC
4 #5 /AWS CODES.
Jul I 4 -ALL Y4" DIAMETER BOLTS THROUGH WOOD SHALL BE PER ANSI /ASME STANDARD 818.2.1.
5 -THE LATERAL LOADS SHALL NOT EXEED THE TRUSS CHORD CAPACITY.
6- LATERAL LOADS COMBINED WITH UPLIFT LOADS, SHALL SATIFY THE FOLLOWING EQUATION:
(ACTUAL UPLIFT /ALLOWABLE UPLIFT) +(ACTUAL L1 /ALLOWABLELI) +(ACT UAL L2 /ALLOWABLE L2)< =1.0
-' �- 7 -ALL POWER FASTENNES WEDGE BOLTS ANCHORS SHALL BE PER POWER FASTENERS CATALAOG.
ADD 4 #5 BAR BENT MINIMUM ANCHOR EMBEDMENT SHALL BE 6 ". MINIMUM NORMAL WEIGHT CONCRTE SHALL BE 2000 PSI.
ANCHOR DIAMETER IS Y ". BOLT VALUES ARE WITHOUT 337. INCREASE.
x a #3 BAR TIE 0 8" O.C. - - " 8- UPLIFT AND LATERALVALUES SHOWN ARE REDUCED FOR BOLT SPACING AND EDGE DISTANCE PER
8 "XIIZTYPICAL TIE BEAM POWER FASTENERS CATALOG.
-G=660 LB 00 # 5 9- UPLIFT VALUE ARE ALSO CONTROLLED BY COMPRESSION PERPENDICULAR TO GRAIN OF 565 PSI FO
L= 349.04 - SOUTHERN PINE PER NDS -2005. FOR OTHERS SPECI + ;S, CONTACT ENGINEER FOR VALUES. R
10-- PROVIDE PLYWOOD SHIMS TO CLOSE THE GAP BETWEEN TRUSS CHORDS TO OBTAIN FULL BEARING
AND PREVENT AND BENDING OF THRU BOLTS.
REINFORCEMENTTHE CORNER 11- ALLPRODUCTS ARE PAINTED ROYAL BLUE FOR EASY IDENTIFICATION.
SCALE Y " =1' -0"
ROOF FRAMING PARTIAL PLAN
SCALE Y " =1' -0"
VERTICAL SEAM STEEL PANEL
1X3 WD FURR STRIP 0 16' O.C. -----�
PREFAB. WOOD TRUSSES 0 24" O.C.(TYP:
8X12 CCNC. TIE BEAM
W/4 h6 CONTINUOUS & #3 10 012" 0,C
INSULATION R -5—
1X2 P.T. WOOD PURR.@ 16" O.C.
DET. CONC. BEAM
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B -1
SCALE Y " =1' -O"
STRAP/ CONNECTOR
SEE TABLE ATTACHED
" PLYWOOD DECKING
2Yz X26 GA. GALV. DRIP
STRIP W/ RING- SHANKED
NAILS 0 4" O.C. ON 1"x2"
CONT. P.T. BLOCKING
24 2 "x6" P.T. CONT. WOOD FASCIA.
PLY. SOFFIT W /3"CONT. INSECT SUM
OPENNING'S NOT TO EXCED J" S0. VENT AU_ AROUND
METAL LATH & STUCCO ON WPLYWtOOD SOFFIT
8 X 12 CONC. BEAM "B -1" W/ 4 # 5 & #3 TIE
C� 12 "O.C.
USE:
DETAIL No. 3 MODEL NUMBEERE CCAT5O
870
SCALE Y4"=11-0" NOA # 09- 0319.05
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