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CHORDS]S
13 2X 9 14 - 0 - O 81M 69 10 . 0 /CCCC\ 80 . 0 104 4 . 00 X 4 . 00
90 . 0 I'.TaLLLI 90 . 0 80 . 0 \CCCC! 10 . 0 104 5j00 x 6 . 00
70 4 . 00 x 6 _ 00
26 2x 6 a- 6-12 T3 #Zs a6 2X 4 4 - 10-IS W16 STLFD 26 3 , 00 x 0 . 00
67 . 5 /i+LLL\ 71 _ 6 a . 7 /CCCC\ a2 . 3 $2 3 . 00 X 6 _ 0❑
81 , 3 \CCCC/ 27 , i 52 2100 Y. 4100
26 2x B S - 0 - 0 a1L sa 52 7 . 00 X 9 . 00
63 . 4 /LLLL] 90 . 0
0- 4 aSBL ]?MR-INETNR
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WEBS 510- 2- 5 ovmRALL]
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26 2X 4 0 ^ 9 -14 W4 STUD ¢
71 . 6 /LLLL3 90 . 0 . . . . . . . . .
36 2x 4 7- 9 - 11 N1 STUD A.WG.7..5s ET � SL1- i6
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UniBtAY - - Vergiar: 40 . 0 . 112 E YDRZ RLR 0 ^+ 9S 5- 8 D-ff 0 _ 0 10 . 0
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R17N DATE - 6- 1-00 LOAD CASE 83 WIND PROM RIGHT C-D 0 . 0 10 . 0
CSI SIZE LUMBER 1 . 151'E E.UM9ER STRESS INCREA3 E : 33 . 3i SUPPORT CRITERIA
TOP o . 41 2X 6 S!!-#2 1310 PLATE' STRESS INCREASE ; 33 34 .TT Tyra HOAZ VERT wzDTH
L29 LRS IN-SX
3TM 9 . 4-1 2% 0 S9-SS 26.G0 LOADCRG LIVE DEAD (PEES A DTN
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EXCEPTIONS : EXCEPTIONS :EXCTOTAL 50 - 0 20 . 0 70 . 0 UNSAS.ANCED LA,SAD
B - 1( 2X 4 SPF-#2 1510 LOAD CASE CASE 06
K-P P-H H-0 SAME AS S-EC 4OD 14 . 4 LOMaER STRESS INCREASE : 13 - 0•
O-L L-D SAME A EXC S S-K . PLATS STRESS INCREASE : 15 . 0%
R$1�1CTITIVS MEMBER STRESS VSEV - A-0 -�3 _ 9N 10 _ 0 0 . 0 LOADING LIVH DEAD {PBF)
LATERAL aRACrs4d : a- E G .5N la . o TOP dsn sa . a i0 _ a
a-C -13 . 3N 10 . a STM CHO 0 . 0 10 . 0
TOP CHORD - CONTINUOUS C-D -14 . SN 10 . 0 TOTAL 50 . 0 20 . 0 70 . 0
STM CSSORD - CONT11MOUS SUPPORT C-o14 . RIA EXCEPTIONS ? a 10 _ D
TWO BRACa s - G-K L-F JT TY P7d mORZ VERT WIDTH 1C..T. O . 0 10 _ 0
TRUSS SPACING - 24 . 0 IN . LES Las IM- SX
A. PIN 307 795 5 - 8 A-B 0 . 0 1a4a
LAD CASH k1 D-E 56 . o 10 . 0
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LUMBER STHIdas INCREASE : 15 - 0* E HORM ?MR 9 022 5- 6 E1-C 040 lo . 0
PLATE STRESS INCS92A.52 15 04 LOAD CA.f.S N4 WIND /� RIDGB C-D so , 0 -0 . 0
LOADING Llvz DBAD ( PUP) GR�;T RREA _
TOP CND 5o . 0 10 - 0 LUMBER STRESS ZMC3 "42 1 3] . 38 SUPPORT
STY1 CEO 0 . 0 10 . 0 PLATE STRESSS TMCR>ZAF.B : 33 . 3:D JT TYPE LSSy+ LEST IN.SX
TOTAL 50 . 0 20 . 0 674) _ 0 LOADING LIVE DEAD ( PSl) A PI14 0 1341 S . 8
EXCEPTIONS : TOP CHO S0 . 0 10 - 0 C RORZ RLR 0 1$36 S- 8
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SUPPORT CRITERIA EXCEPTIONS : HEEL o1N - 4SX 0I19 - 46M
4T TYPE Holtz VERT WIDTH K L 40 . 0 10 _ 0
LOS LAS IN-SX iC 0 . 0 10 . 0 MaMBR CST Pita s1 MA1ST M021D
A PIN 0 2215 5 - a A.w -13 . 3& 10 . 0 TOP CHORDS
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E NORM RLR 0 2215 5- 8 D-'R - 1} _ SN 1040 A-D 0 ..25 1371 C
a-C -13 . 31M 10 . 0 a-M 0 _ 20 2337 C 0 -104
LOAD CASE 82 ?artT'O FROM LEST C-D -2.3 . 311 10 . 0 M-C 0 . 41 YbGB C 1S9B a
=mBaR STRESS INCREASE : 13 . 3% SUPPORT CRITERIA C-N 0 . 43. 1568 C 4 - 1545
PLAIN STRESS 119 CREASE _ 23 . 3% JT TYPE KURZ VERT WiDTN N-D 0 . 24 2337 C 708 0
LOAS}I NC3 LIVME DEAD (PEEP ) LaS L9S IN-3X 0
A PYkf 0 7S3 5 - $ D-E * . IS 1971 C
TOP CHO So . 0 10 . 4 E HOR2 RLR a 7S3 ,r.- a BOTTOM C'SS.ORD5
a"r"M ClED a . O 10 - 0 A-G 0 . 30 838 T O 791■
TOTAL 50 . 0 20 . 0 70 .. 0 L17A�D C"X 65 UE3SALANCarl LOAD G-S1 0 -33 1234 T � 79} 6 O
EXCEPTIONS : S1-%T 0 . 31 1234 T 0 -7293
I-3 46 , 0 10 . 0 LUMBER SRUSS$ IEQCREASSs 15 . 6E J- r 0 ,43 1214 T 72971 7293
PLATS STRES$ INCREASE : 1S . 0't S -S2 0 . 31 127i T 7293 a
X-Ii a _ 0 1a . 4 LOADING LrVE DEAD ( Par) a 791a
A-2 6 . SN 10 . 0 S3- p a . 33 1Z34 T
TOP CHO Solo 14 . 0 F-E 0 , 30 83S T -7918 4
D-E - 13 . :f'S 10 . 0 BTM CHO 0 . 0 10 . 0 wEES
B- C -i4 . 9N 10 . 0 TOTILL Solo 20 . 0 70 - 0
C-D -13 . 3N 1O � a EXCEPTION'8s 7f- R 0 , 3a 1494 T 2 1326
SUPPORT CRITERIA. 40 . a 10 . 0 &-P 0452 12T2 T - - 326 009
.7'P TYPE 14ORL VERT WIDTH I-`T P-H O . So 1272 T - 326 - 1009
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16'-0"
1 F
I
I 1
1 1
1 1
1 I
1 MX7 OHD
R.Q. 9'-1 1/2"V-d 3/4"
9'-1 1/2" R.O.
'-11
_ISr •
i ! i..
CORNER DETAIL 38
_
cc
i
_
m l RIGHT MALL
r.1 co
r-8 lIr
0
1
as TRACK UNGER
=4 MV. JACK
U4 O" JACK STUD
=4 KING STUD
T-111 OWING
OH DOOR JAMB/FRAMING DETAIL 3A
MP SrAW
DOOR & WINDOW SCHEDULE
UNIT
R.O. NUTH
R.O. HEIGHT
VSH2830
2'-8"
s'—o" _
2/8 6/8
2'-10 1/8"
6'-9 3/4"
9X7 OHD
9'-1 le2"
7'--O 3/4"
s/0 5/0
3'-2 2!8"
5'-1 3/8"
24'-0"
few. — — — — — — — -- -- , — — — T— — —f — — —.. — — — — — — — — — r—
1'-9 1/2 9'-4 1/2" 1'-8"
24'-O"
FOUNDATION PLAN
9'-4 1 /2"
A' 'l '�1
;i
I1 9 4" 18" T'YP. 16 i 4" 16" 'i1tP. s
I,
3,.
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I so
I 0
I
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1
1
1
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1
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I
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1'-9
7'-8 .