35-276 (13) Zo d y T68Z8Z99TS :140H.d QHAIH:Ja2T 6V: 91 Eb-2fJ-'�0
Job I russ runs ype Y— — ---- ---- ---- 1`:51`557
981-13100 !T01 FINK, c{1 1 1 TI 534 TIIr`i5'JNTT'4 1 53 Jun 91T99-9 MITek in u�tnci�, Frl��r11�'8 LE d 17`f598'Page 1—I
-0-0 6.3-4 12 Q C 17 Q 12 240-0 25-0 g I
0' f�S d 5-3 12 S L I2 6-3-4 1-0-0 )
f
I; 4x4 OF x1gSS-r
I 4 ��� STEPHEN 1V, °yam
CABLE" �m
CIVIL
6.00 P£ ���
No.31997
1.5x4�� / 6 1
.� / - �. 1.5x4,i o�_ Q1STE.'% ti
I \ _
4x6_ 10 9 8 4X6=_
�3x4— 3x4— 3x4—
)
l
t
F3-2-3 15-9-13 240-0
02 7-7-11 8-2-3
la 0-01fiGt-(X,Y I2:-IT-4-'fug—cFT _ _ ------- -- ---I
LOADING(nsf) SPACING 2-0-0 CSI DEFL (in) (lac) I/deft I PLATES GRJP
TCLL 49.0 Plates increase 1.15 TC 0.97 Vert(LL) -0,12 10 >999 M20 1971`190
TCDL 0.0 Lumber Incraase 1.15 FSC 0.85 Vert(TL) -0.27 8-10 >999
SCLL 0.0 flop Sires:Incr YES li WD 0,37 Horz(TL) 0.07 5 nie j
�l'4CDL D-O Code BOCAIANS195 1st LC LL Min Ijdefl = 240 j Weight 84 lb T
LEER BRACING
jP CHORD 2 X 4 SPF i:o.2 TOP CHORD Sheathed or 2-3-9 on center purlin spacing.
ROT CHORD 2 X A SPF No.2 ROT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 2 X 4 SPF Stud
REACTIQN,; (Ibjsize) =151.7/0-6.8,6=1537/0-5.8
Max Hor- 2 57(iaad caso 4)
FORCES(lb)-First Load Case Only
TOP CHORD 1-2=21, 2-3=-2260, 2-4=-1943.4-S=-1943, 5-6=-2260, 6-7=21
OCT CHQAJ 2-10=2006, 9-10"1372, 8-9-1372,6-8=2006
WEBS 3-1p= 540,4.10=6t35,4.9=15aS, 5-0=-500
i
NOTES
1)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 10.0 psf tap chord dead lead and 10.0 psi
bottom chord dead load, 100 mi from hurricane oceanline,on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 tt wA-1 exposure
C A5CE 7.93;:ar BOCA/ANS195 If and verticals or cantilevers exist,they are exposed to wind. It porches exist, Lyey are not exposed to wind. Thu iumbdt DQL
increa:c iL 1.33,and tho Plato grip incroa4io is 1.33
2)Unbalanced snow loads have been considered for this design.
3)All platen are AA20 plates unless otherwise indicated.
4)This truss has been designed With ANSVTPI 71-1995 criteria.
LOAD CASES) S'andard
47 �*�.) ♦ fixi �'�.UD I•�,J. 1`t•-' � . � Y0- )�11:�- _�<Ct � (
Y
`'� .,l�°�•- . -�-�' `!� AUG 31 1998
f
7 6 WARNUVO.-y_(flr W. jg.r purnriotrt—rota READ A-40Tts;ON THIS AND REVERSE smc IILPY7fiG 11�C. IMI
.
L"Y*'n"j-u;t use:-ty weh MITck connector:. The de:Vjn is tKised only upon p7tbmetets•Down.and is for an k7d iL l�:l�.�7{t'001-9';`"'P --ni to'rx
In,ir�iiFa and;ohd ven!col1Y• APpt<atAWY of aeon PanPmelcl Ind pr Fa lncorlv.:ralbn of carnponent k re:Ccnsibwily c•f bwk7iM7 yrr�L7nvr•eat true
r p;r7ner_pen<;no shown it 1.�t Y.�terpl:uppurt of Indfvldual web Memtxrs onN-Add!llannf IMDOMN brocirt0 to insure n•.GUty Gyring vCnsiwcllon h the
respons9]Yli'y G•f the ereetol.Adriitional permanent D100N of the ovcttrlt:tiuctuta t the re;ponslt�Wty of line bu{k71fk]dexlyner.For go(wrpr pWdynce
tegofdina forxico1K�n.❑u'7llty CUn1t]l,st arage,ded—lY,eteCibn antl DtodnO,consult QST-80 Quclffy Vanda,d,05EAQ&acing Spw_tt{ontlon,oral 818.41 �A iTe k
Handrlei Irulal{Ing and Eroclrvg R+com m+ndAil6rt aV811db1e ilOM Tr C date'"itture.5"D'Oncl,ka Dirtva,Modhon,WI03711. -- -- ,y'
Z0 'd 168ZK t9 'ON XHd NOSanH SSNHj Md Wd SO:W NOW 66-80-M
r"JT,-I Yoe! QrY j 11y irb
UN'rl 1.4t! 1-01 FINK
T_TT
,S Co. 4.0-32 s May 19 1�)08 MiT6k Industner., Jns- Thu May 4' -.T0 U SS- ago 11
-10' 14.0,0 12 28 -0 29--4-0
r
5
x 6
4
:BM OF BUH-DING INSPECTIONS
5 M
"0
4Y:7 12 11 10 4x7=
3y4= 3x4=
9.9.0
P
T
LOADING fpsf) I SPACING 2.0-0 CSI DEFL (in) (Ioc) U&Tj PLATES GRIP
TCLL 40.0 Plates In crease 1.15 I TC 0.82 Vert(LL) -0.13 12 >999 N120 1971190
TCDL 10,0 Lumber incraaso 1.15 I BC 0.7d Vert(TL) -0.35 10.12 >959
BCLI_ 0.0 I Rcp Strr,; ln,;:r YES VNB 042 Horz(YL) 0.09 8 r,/-
81:OL 10.0 I Coda ROCA!ANS195 1st LC LL Min I/dcfl � 240 Weight:99 1b
LUMUM PPACING
TOP CHORD 2 X 4 SPF 210OF I_3F TOP CHORD Shththed or 3-7-5 on center purlin apacing-
BOT CHORD 2 X 4 SPF 165OF 1.517 GUT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
"LyNFBs 2 X 4 SPF Stud
ACTIONS 2=1810i0-5-Fj,8-181010-5-8
Max Horz 2=7 9(load case 5)
FORCES(lb)-First Load Casa Only
TOP CHORD 1-2=29, 2.3=•2C5U,;3-4=-225O.4-5=-2250. 5-6=-2250, 6-7--2250, 7-8=-2650,8.9=29
COT CHORD 2.12=2355, 11.12=1611, 10-11=1611,8-10=2355
WEBS 5-12=777.5-10=777. 7-10=-593
NOTE'
1)This truss hae bon doeigned for the wind loads Ccnar.rtcd by SO-ph-ind-at 25 It above ground bwel, uinq 10.0 p-f tap chard dead?Qa<t and 10.0 p-f borr.rn
Chord dead load, 100 mi from hurricane occanlinc,on z)n mwpancy category 1,condition I enclosed building,of 6;rncn4;ons 45 ft by 24 ft with cxpoljfe C ASCE
7-93 per 5O(:AiA=I0',If end verticals or cantilevers e,"t,that'isr-3 txposed to wind, If porchc.-
is 1.33,and th,M;,tv grip incre�-e it 1-33
2) UNb.&IantAd chow loade have been considered for this design•
3)All P)atas are IV120 plates unless otherwise indicated.
4)Thir truss has boon Jvr;qncd with ANSI/TPI 1-1905 criteria.
zz�
LOAD CASES) Standard
OF
STPHE
CAR
CIVIL
N 0 1927
T
At
,&WAr,MN(; V-Vy design pamnwt—d READ N<rrr9 CWTHMAND A"EA&Z SM"Y-VoRr VSE'
'?r'o2n voted 101 um any.1th M17"k conneao"t.ThIS 0909-k based 110Y wxn Dororooloo ihown,and k 15f on kVdMdW1 kNV3d1n•2 C0m""nt tP tw
n, jjn%eZ Ono k--de-d v.,Mcolry. ADPIlov*vIty of 11011 15alcmetofv and P'Qpo'lnco'Pd0110M of cornpc'nPnf r'uw4nQ dcnl7h'l-hol Injif
PqcLnq shwn ft 17r H.!-ienr of 6n031$du.l web Mbmbft only.A(IONlowl tomPorary tmOdng 10 kwv'-O:"t'UMY during "*-
"I the ereCl.71. AdJUMat pqFrnQn.n1 tgaClno o1 the ovoigg 71,kjc1.j,.k 1ha rh9 r,.Mdj.V gWd4n^fte
W4 ma-91
Q'icilly Cr.n1;qt, deirvery,evoclk-n and btejtN,consult QST.ao Quoiny Stondofd,M-09 Puctn
from Tlu,,t mio invittita,w wonoftlo Dil-,M'I'dkgon,W11W1Q_ IT—eke
IH'10_'JcT�)M '014 XIVIJ NOSCAH S)STU TM Nd SMO NOW 66-QUO-M