HomeMy WebLinkAbout0665.02 Truss Plans Job ame: JACKSON A Truss ID: A Qty: 23 Drwg: TX00349089-001
J
ER X-IDC Ii'E7CI' SIZE I 1 'D TC 2x4 SPF 2100E-1.8E Lenctes the rewire:re t for lateral bracing UPLIFT RFAGGTICN(S) :
N. 0- 1-12 1577 3.50" 2.26" BC 2x4 SPF 1650E-1.5E ® at each location sho4n. Lateral k>racing suppcat 1 -321#
2 35-10- 4 1577 3.50" 2.26" FFB 2x4 SPF SPUD systems Mhich include diagonalor x-ksracing 2 -321#
th
2x4 SPF #2 2-8, 8-4 are e z uxhil iity of r,tilding 'This is desiigaad using the
'IC FCRCE AXL END CBI Luther shear aLlo,,abl.es are per NLI3-97. des' . IYtaanal B E-IT may be ANSI/ASCr 7-93 Wind Slxr-ification
1-2 -2937 .16 .69 .86 Plat. • ANSIrrPI - 1995 or cc/Linz:us= htacing on BldgEnclosed = Yes 7cre =No
2-3 -1993 .02 .78 .80 THIS I SIQ1 IS ME CCMPcs 1E Fes'CF trusses wed 24" cc. Alternative"y, use Ibrricar /(lean Line =N , E = C
3-4 -1993 .02 .78 .80 M(LTIPIE LC AD CASES. scabs cx T-brans: as e.han en Tb.saval Bldg 40.00ft, B1d3 Width .00ft,
4-5 -2937 .16 .69 .86 MCA SfIJW LC]AD LESION CRITERIA: Systems standard details. Meanroof height = 21.92ft, MPH = 80
EL 29 pef, Exp. .7, Imp. 1.0
BC RICE AXL HID CSI Classificat ion a 1, Ikcacl Load= 20.0 pelf
6-7 2628 .40 .31 .71
7-8 2624 .43 .27 .70
8-9 2624 .43 .27 .70
9-10 2628 .40 .31 .71
MB R:RCE CSI FEB RBE CSI
2-7 208 .13 4-8 -1130 .91
2-8 -1130 .91 4-9 208 .13
3-8 977 .59
i
'TOIL LEF CRr4RIA: I/240
BOLL LEF CRTIERIA: 240
MAX LEFLECITCN
I.t/999 IN MEM 9-1 (LIVE)
L• -.20" El. -.20" TL -.41"
I
18-0-0 , I 3 1S-0-0 I
I 2 4 5 - Jodrt Lcwtticns ••===
• 1 0- 0- 0 6 0- 0- 0
5 00 -5.001 2 9- 3-14 7 9- 3-14
3 18- 0- 0 8 18- 0- 0
•
5-6 4 26- 8- 2 9 26- 8- 2
5 36- 0- 0 10 36- 0- 0
5-6 5-6
7-10-1 8-2-10
3 8 SHIP
,``001111/0/4/'
0-4-1 2-4 5-8 2-4 0 a-r %„4."05TeR'ti 2iS'�
�. .
C?1 Q` Fp �
t No.
17.
f 1360 ) - :::
0-1119 0-419 r A . ATE or
I 34-0-0 I O ti
6 7 8 9 10 'y'. P' `
i AO
12/14/2000
Unless noted, position plates per Joint Report. TX00349089-001
All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. Scale: 1/8" . 1'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. _ JACK A
de61b.
This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer and done (hk t no Customer Name:
in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions arc to be
TRU SWAL verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dew' FWB DURA BUILDERS
20.0 pef
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live DurFacs L=1.15 P=1.15
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted.
►`i►rr>.:irJ SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 pa Rep Mbr Bnd 1.15
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pef 0.C.Spacing 2- 0- 0
accordance with the following standards:'JOINT DETAILS',by Truswal,'ANSI/TPI 1','WTCA 1'-Wood Truss Council of America Standard Design
1101 N.Ored S.W.Pkwy.,Arlington TX 76011 Responsibilities, 'IIANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11113-91) and '11111-91 BC Dead 10.0 pef Design Spec TPI
SUMMARY SHEET'by TPI. The Truss Plate Institute(TPI)is located at 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and
Segn T6.1.2 - 445820 Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. TOTAL 40.0 pef TW Cus tamer t
Juu name: JAI.RJVN A Truss ID: BC7520
)UIP name: JAl..R)vN A Truss ID: AGE Qty: 2 Drwg: TX00349089-002 MG X-ILC ic, SIZE IT'D TC 2x4 SW #2
1 0- 1 12 932 3.50" 1.85" BC 2x4 SW #2 Plat�'rg�• • ANSI/'i1 - 1995
TU 2x4 SW #2 Plat q - : ANSI/IVI - 1995 This trues is des ei using the 'IBIS IEent1 IS TI£amECBITE liEsu
BC 2x4 SW #2 '1J1Ts Mini Is TEE CCTIR7SEIE RESLLT CF ANSI/ASCE 7-93 Wind SpecificaLicn 2 19-10- 4 932 3.50" 1,85" 4FB 2x4 SW STUD 14.121ELE I .
GR.,HLK 2x4 SW SLID MLTIPIE 1fJJ.)CASES. Bldg Etrloeed - Yes, lad arse - No IERIZCNI aL I ITCN(S) : BOCA Sttd.W 11 1)TE4IIN C I RIA:
BOLA.a\C1,•7 ICSD LESIG9 CREIERIA: 1Lx ricane/ooeran Line -No Exp( r teay C 1C ABC.E AXL END CSI tatcpatt 1 478# CSL 29 pef, Ems. .7, Lip. 1.
29 f, .7, Lip. 1.0 Bldg 40.00ft, Slag Width= 28.00ft, 1-2 -1167 .01 .56 .57 support 2 -478#m
ps 24.0 " of uniform lead Mean height - 21.92ft, MHi= 80 2-3 -881 .00 .56 .56
at 2�0 pef ve load and 10 ppssf dead load. C3assifiraticn= 1, Eead Load= 20.0 psf 3-4 -881 .00 .56 .56
Additional deesign considerations maybe 4-5 -1167 .01 .56 .57
rewired if sheathing Chle stud vertical ,i.reti Yoshi lateral API,�� -iSpl� BC FCRCE NIL END CSI
bracing (deeigned by ct ) 6-7 952 .32 .44 .76
to the Ply of the nets-er'at�. 7-8 952 .32 .44 .76
g is a result of with 1 lied
ntstber,(Clatioinatica axial lua ndug). FEB RRCE CSI WEB R:RCE CSI
This truss regaires adegl?te sheathing, as 2-7 -630 .52 4-7 -630 .52
designed byproviding. Tat_ a 1-ft•-.al support the helm in 3-7 519 .31
the trues plane and creating shear hall
acticn to mist diaphragm loads.
Tt7L,IMF CRITERIA: I4/240
BCLL LEE'CRITERIA: 14/240 10-0-0 , 10-0-0
Joint Lowe ns - 11 2 3 4
d �
18-0-0 189.0 1 0. 0- 0- 0-0- 0 19 36- 0. 0 __
' I J 2 4- 0 200 17,00 -__i
7.00
1 2 3 4 36 7 8' 9 10 11 12 13 145 16 17 18 19 3 6- 0- 0 21 4- 0- 0 .
4 8- 0- 0 22 6- 0- 0
�� -5.00I 5 9- 5- 23 8- 0- 0
6 19- 5-10 24 18- 0- 0 0 4-4
7 12- 0- 0 25 12- 0- 0
4-6 8 14- 0- 0 26 14- 0- 0
3 4
9 16- 0- 0 27 16- 0- 0
10 18- 0- 0 28 18- 0- 0
11 20- 0- 0 29 20- 0- 0 2-4 2-4
12 22- 0- 0 30 22- 0- 0
7-10-1 3-4 T13 24- 0- 0 31 24- 0. 0 6-3-8
8-2-10 14 26- 0- 0 32 26- 0- 0
15 26- 6- 6 33 28- 0- 0
SHIP 16 28- 0- 0 34 30- 0- 0
4� ,011111111/ 17 30- 0- 0 35 32- 0- 0
= t I i V- 151 1 II 4 4 4 ' t _ `%4-4 . O B V //16, 32- 0- 0 36 36- 0- 0 4 4
0-4-1 s 6 V 0-4-IZ\� y :..........�l/��i�� _ 10-5-8
11 x-�-r.A5TER..%. S .r. 4-8
C, No. it'0 I-1.
r
o }�9 0_ 360 • w
3b-0-0 s:..3 f ATE OF �la 0-�0-1�3
20 21 22 23 24 23 26 27 28 29 30 31 32 33 34 35 36 �,,�t �P'' `t. 1
20-0-0
// 1IH11111110 7
2/1 4/2000 Unless noted, position plates per Joint Report
TYPICAL PLATE : 2-4 Unless noted, position plates per Joint Report. TX00349089-002 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18, gauge or "H" for 16
All plates are 20 gauge Truewal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. OVER CONTINUOUS SUPPORT Scaler 1/8" - 11
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. WO: JACK A WARNING Read all notes on this sheet and give a copy of it to the Erecting Col
This design is for an individual building component not truss system.It has based on specifications provided by the comps
teig !BhThis design is for an individual building component not trues system.It has been based on specifications a provided by the component manufacturer and done ( = gyTB Cue tamer Name: in accordance with the current versions of TPI and AFPA design standards.been responsibility is assumed for dimensional acc
in accordance with the current versions of TM and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions arc to be in ac o bythewith
componentcumanufacturer and/or building designer prior to fabrication. The building designer must ascertain c
TRh SWAT, verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dagnr: DURA BUII.DER4 TRu SWALtf
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes tha
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 20,0 psf DurFaea . L-1.is P-1.15 braced bythe roof or floor sheathingand the bottom chord is
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. �, r �, laterally braced by a rigid sheathing material directly attached,
a��`�.wI SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 pef Rep Mbr Bnd 1.15 • SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be plat
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in will cause the moisture content of the wood to exceed 19%and/or cause connector late corrosion, Fabricate, handle, instal
BC Live .0 paf 0.C.Spaoing 2- 0- 0 p
accordance with the following standards:'JOINT DETAILS',by Truswal,'ANSI/TPI l','WTCA 1'-Wood Truss Council of America Standard Design 1101 N.Orem S.W.Pkwy.,Arlington TX 76011 accordance with the following standards;'JOINT DETAILS',N Truswal,'PLATE CONNECTED l', l'-Wood Truss Council c
Itot N.Great S.W.Pkwy.,Arlington TX 76011 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' ) BC Dead 10,0 of Des Spec: TPI Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE WOOD TRUSSES' - ('
(HIB-91 and 'HIB-9l p SUMMARY SHEET'by TPI. The Truss Plate Institute(TPI)is located at 583 rio Drive, Madison,Wisconsin 53719
SUMMARY SHEET'by TPI. The Truss Plate Institute(TPI)is located at 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and Begn T6.1.2 - 445822 Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washingtonton,,DC 20036.
Seqn T6,1.2 - 445821 Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. TOTAL 40.0 paf TW Customer 1
juu mune: jAll..11/43vn A Truss ID: CC7516 Qty: 2 Drwg: TX00349089-005
BIG X-LOC R7aCT SIZE .5Platiirg ram• AISI/11,1 - 1995 UPLIFT RDcTICN(S)
1 0- 1-12 772 3.50" 1.54" BC 2x4 SW #2 'mis LESICiN IS'liE COMPOSITE RFSULa'OF support 1 -159#
2 15-10- 4 772 3.50" 1.54" WEB 2x4 SW SILO PIMPLE ICAD CASE3. aft
TC } AXL 1 D 1iRI2XNPAL R1 ICITCN(S) : 13:CA,ge l IfItD LESIIN CRITERIA: This tst is desigar d using the
1-2 -913 .01 ' .3 CSI s_ppaat 1 380# GM 29 psf, �. .7, Inp. 1.0 ANSI/ASCE 7-93 F1ir�d +rifycat-icn
4 support 2 -380# Bldg Enclosed .Yes, Fh1 Zane .Na
2-3 -693 .00 .33 .34 Ii>zriCarre/Ccean Line •Na , E Cry C
3-4 -693 .00 .33 .34 Bldg • 40.00ft, B,1c V] m 2$.0oft,
4-5 -913 .01 .33 .34 Mean�1reigit • 20.56ft, MI1. 80
Cl
BC F{RCE AXE, HAD CSI aasifiatiai• 1, Dead Load• 20.0 psf
6-7 741 .25 .26 .51
7-8 741 .25 .26 .51
WEB FORCE CSI WEB FORCE CSI •
2-7 -489 .27 4-7 -489 .27
3-7 399 .24
TELL LEF CRITERIA: I4/240
B IL DEF CRITERIA: 240
f1 840 13 8 40 , Mica LE�DCITaV
5 Lt/999 1N NEM 6- (LIVE)
Ia -.06" D. -.06" T. -.11"
7.00 00 I• ® Jcairt Icxatirns
4-q 1 0- 0- 0 5 16- 0- 0
2 4- 1-12 6 0- 0- 0
3 8- 0- 0 7 8- 0- 0
• 4 11-10- 4 8 16- 0- 0
2-4 2-4
5-1-8
5-6-6 ,,Oil NO/iiii
SHIP 4;1 08(fQeJi( !i
4-4 ' 4-4 w� "/.0sTc.$)'%• ks S.
• 10-5-8
4 8 10-5-8 �- No. •N
-` 360
AT�of wcr) ..;i
0110-14 0110-14 S
I 16-0-0
6 7 8 12/14/2000
Unless noted, position plates per Joint Report. TX00349089-005
All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. Scales 9/32" . 1'
del!1:?lhh WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. WO_ J+�A
This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer and done Chk 1 FWB Customer Name i
in accordance with the current versions of TM and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
TRIJSWAL verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Degnrr FWB DURA BUILDERS
20.0 pef D
design meet or exceed the loading imposed by the local building code and the paticutar application. The design assumes that the top chord is laterally TC Live urFaas L.1.15 Px1.15
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted,
►r'rrIhyri SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 paf Rep 14ar Bnd 1.15
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pet 0.C.Spaeing 2- 0- 0
accordance with the following standards:'JOINT DETAILS',by Truswal,'ANSI/TPI I','WTCA I'-Wood Truss Council of America Standard Design
I101 N.areal sm.I'kwy.,Arliugtos TX 76o11 Responsibilities, 'IIANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11113-91) and 'HID-9l BC Dead 10.0 pat Design Spec TPI
SUMMARY SI IEET'by TPI. The Truss Plate Institute(TPI)is located at 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and
Seqn T6.1.2 - 445824 Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. TOTAL 40.0 pet TW Customer*
lob Name: JACKSON A Truss ID: CE7516 Qty: 1 Drwg: TX00349089-007
TC 2x4 SW #2
ANSI/iVi - 1995 'This truss is drsi using the
BC 2x4 SW #2 'I IIS IFSI(3Q IS 1 E IIE Fd LT t ANSI/ASCE 7-93 Wira cp.,1f3.caticn
CRL 131X 2x4 SW SILD M-LTIFIE LOAD CASES. Bldg Elrlceed =Yee, EYrd 7�tn -Na
1 13 STEW ICIsD DESIGN CRITERIA: Barricam%c DID n
n Line =No Width = C
C13L 29 f .7, Imp. 1.0 B1d 40.00ft, Bl dth= 2 .00ft,
'Itp c3rnd 24.0 " o uniform/cad Mean�heiglt = 20.56ft, MFH= 80
at 20 pef ve load and 10 f load load. Ca,assificnt-irn= 1, read Lcad= 20.0 psf
Addition/ design(xne C113 may be
rnzequired if caltical men aters requird. N pI..'f -7 s/�t>�
planetraaing (designed d��xregauer e lateral.
to the
lied
to men be...
(a i result o axial wind/ lut
This truss cite ' )
designed r�L�to tie trues
webs in
the truss plate and rl Leh air wall
acticn to resist diwi r-agn
TOIL E F GRTIERIA: I4/240
8-0-0
BCIL EEF CRITERIA.: Ls/240
II 2 3 4 tS 6 8-0
0 8 9 t Jrairt I mat+ma
1 0- 0- 0 10 0- 0- 0
7.00 -7.001 3 4- 0- 0 12 4- 0- 0
4 6- 0- 0 13 6- 0- 0
4-4 _ 5 8- 0- 0 14 8- 0- 0
6 10- 0- 0 15 10- 0- 0
7 12- 0- 0 16 12- 0- 0
8 14- 0- 0 17 14- 0- 0
9 16- 0- 0 18 16- 0- 0
5-1-8
5-6-6
SUP ,� 0:((� *
4-4 4-4 Q• 05-r 4 •f'1(%
Ions o a Q Io58 o ' No S.
, �<'% �'���rrr
w v 21360 r.
•A=: ATE or ,�
No-00110-1 .. t`
Aoli
'01111100-
10 11 12 13 14 15 16 17 18 1 2/1 A/A000
TYPICAL PLATE • 2-4 Unless noted, position plates per Joint Report. TX00349089-007
All plates are •20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. OVER CONTINUOUS SUPPORT Scale: 9/32• . 1'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. WO ��A
4111?lhh This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer and done Chic s Fwg Cuetaner Name:
in accordance with the current versions of TM and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be DURA BUILDERS
TRU SWAL verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Degnr: FWB
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 20.0 pe f DurPace L.1.15 P•1.15
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted.
►rAdor,d rl SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 pa f Rep Mbr Bnd 1.15
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, Install and brace this truss in BC Live .0 pe f 0.C.Spacing 2- 0- 0
accordance with the following standards;'JOINT DETAILS',by Truswai,'ANSI/III I','WTCA 1'-Wood Truss Council of America Standard Design
1101 N.(treat S.W,t'kwy.,Arlington TX 760t I Responsibilities, 'IIANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11IB-91) and '1118-91 BC Dead 10.0 pef Design Spec TP1
SUMMARY SHEET'by TPI. The Truss Plate Institute(ill)is located at 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and
86.1 2 - 445826 Paper Association(AFPA)is located at 1111 19th Street,NW.Ste 800,Washington,DC 20036. TOTAL 40.0 pa f TW Cue toner t
I',... )ir‘,..m...van .- I rues Iv: I. jI I o qty: s Drwg: I)(UV:349US9-009
BAD X-ILC REWP SIZE REQ'D 'IC 2x4 SPF 1650E-1.5E Plating m ANSI/ilu - 1995 IUU2ISIIAL PEWITCN(S) :
1,, 0- 1-12 6248 3.50" 2.98" BC 2x6 SPF 1650E-1.5E mils Monti IS'HE tT.1411 ErIE RESULT CF mart 1 379#
2 15-10- 4 6336 3.50" 3.02" FEB 2x4 SPF #3
Luber shear alloAables are der NUS-97. B LOAD D tEEIC•II Q TIERIA: This nuts is daeicued using the
IC KXCE AXL END CEI Nail pattern ehc s is fsr uniform loads CEL 29 psf, Exp. .7, lop. 1.0 ANSI/ASCE 7-93 WirA.1ficatirn
1-2 -9181 .24 .36 .60 cnl,,,,. (1rr hated leads > 350#oust be Ott bracing is (by others) to Bldg Etrlceed = Yea, End axe =No
2-3 -9197 .24 .37 .61 distrik tecl (by ethers) equally to each rctation/tq • See HIB-91 and H.>rricate/Crean Line =Na Category= C
il
ply, unless ma clusters are shin ( ). Wer PI 1-1995; 10_.33 4. and 10.3.4.6. Bldg Length= 40.00ft, Bldg Width= 28.00ft,
BC RRI AXL END CSI 3-PLY! Nail w/16d CCMC4 (N:13-97 Mean rt... height = 20.56ft, MHi= 80
4-5 7844 .27 .44 .71 °-. 12) in: 'IC- 2 ft EC VMS- 2/ft Classificatian= 1, Dead Load= 20.0 pef
5-6 5365 .18 .44 .62 Neil in layers or fron each face. MAD CASE#1 IE3IIN IlS
6-7 7859 .27 .43 .70 Dir L.Pl.f L.Lco R.P1f R.Icc LL 1
'IC Vert 60.0 0- 0- 0 60.0 16- 0- 0 .67
VIES RRE (SI FEB RIRCE (SI BC Vert 20.0 0- 0- 0 20.0 16- 0- 0 .00
2-5 5230 .93 2-6 5261 .93 'IIyyp�e Ih9 X.Lcc
lk• • 1577.0 2- 0-12 .50
BC Vert 1577.0 4- 0-12 .50
BC Vert 1577.0 6- 0-12 .50
BC Vert 1577.0 8- 0-12 .50
BC Vert 1577.0 10- 0-12 .50
BC Vert 1577.0 12- 0-12 .50
BC Vert 1577.0 14- 0-12 .50
'IIIL IMF CRITERIA: 14/240
I I 1 8-0-0 8-0-0 BZL I>E 'CR'IERIA: 240
3-PLYS 12 3 { 1999 I MEM (6 (LIVE)
IF -.08" D• -.08" IN. -.16"
REQUIRED ( 7.00 -7.001 �.. Jairtt Lrxatiat78 �--
1 0- 0- 0 5 5- 6- 5
6-6 _. 2 8- 0- 0 6 10- 5-11
3 16- 0- 0 7 16- 0- 0
4 0- 0- 0
5-1-8
5-6-6
• SdIP �,�‘f,1111NIl1//��i
ii
-
::fi 3l T 21At1lT13I6E0I%ONF'
z.
• "
t
0i10-14 olio-14
I 1 :0-o t '‘
4 5 6 712/1 4/2000
Unless noted, position plates per Joint Report. TX00349089-009
All plates are 20 gauge Truewal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. Scale: 9/32" . 1'
del!1: 1h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. WO: JACK A
Customer Name:
This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer and done c k: F.IB
in accordance with the current versions of TPI and AFI'A design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
TRUSWAL verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnr: FWB J7URA BUILDERS
20.0 pef DurFace
meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live L=1.15 P=1.15
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted.
k‘'.voir.ori SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 pef Rep Mbr End 1.15
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pef O.C.Spaoing 2- 0- 0
accordance with the following standards:'JOINT DETAILS',by Truewal,'ANSI/TPI 1','WTCA I'-Wood Truss Council of America Standard Design
I101 N.Went S.W.Pkwy.,Arlington TX 76011 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB-9I) and '1I1B-91 BC Dead 10.0 pef Design Spec TPI
SUMMARY SHEET'by TPI. The Truss Plate institute(TM)is located at 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and
Seqn T6.1.2 - 445828 Paper Association(AFPA)is located at 11 I 1 19th Street,NW,Ste 800,Washington,DC 20036. TOTAL 40.0 pef TW Cue tcsser:
Job Name: JACKSON A Truss ID: D Qty: 6 Drwg: TX00349089-011
BBC X-LLC REACT SIZE REXD 'IC 2x4 SPF #2 Plating s . ANSI/IY1 - 1995 URJFI'R 7CTTCN(S)
t 0- 1-12 375 3.50" 1.50" BC 2x4 SPF #2 MILS D169IIN IS TIE ccmposnE mina'CF support 1 -147#
2 4- 9-12 241 3.50" 1.50" 14B 2x4 SPF SILD NILTIPLE ICAD CA9E3, a� 2 -167#
Erd verticals designed fare axial leads ally. BOON Sl1W IUD 1BBIG CRITERIA: H:RII RL I'ICN(S) :
'IC FCIRCE AXL END CSI and verticals that are ex:bark-led above or GEL 29 pef, Esp. .7, Itrp. 1.0 stet 1 176#
1-2 -101 .00 .43 .43 belog the truss profile (if any) may require This truss is dui usirg the support 2 176#
xHiticnal design a nsidezaticn (by others) ANSI/ASCE 7-93 Wind Spe ification
BC FCRCE AXE. RI) CSI fcrr lateral feat s are to wird or seismic Bldg Errlceed =Yes, End.Zae =ND
3-4 176 .04 .27 .32 loads en the bidding. linricarne/Oman Lim =N C
Bldg Length
OOft. t 2y.00ft 80
,YFB RICE CSI WEB FCRCE CSI Mm hgt. 04f , Mal=
2-4 177 .08 Classificatial- 1, Dead Load- 20.0 psf
ZCLL MP CRl'ERIA: L/240
40
1 2 N1AX t i ri (wan)CRTI : n) :
Lt/999 IN NEM 3-4 (LIVE)
I 5.00 L. -.04" D= -.04" T1= -.07"
Joint Locations -----
— 2-4 -- — 1 0- 0- 0 3 0- 0- 0
2 4-11- 8 4 4-11- 8
2-4-14 2-4-14
2-9-6 ,``,��1111 N 1/Itio..
SHIP `��� '�. QBUDe
a �� �i
- i 21360 �=
Z4 P p' STATE.OF 1,C4,
I i Illlill���0-11-9
I 4-11-8 I
3 4 1 2/1 4'/2000
Unless noted, position plates per Joint Report. TX00349089-011
All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. Scaler 5/8" - 1'
WARNING Read all notes on this sheet and give a copy of it to the Erecting contractor. WO s JACK_A
melt
This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer and done piles FWB Customer Name s
in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
T Ru S1tAI. verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnr s FWB DURA BUILDERS
20.0 psf D
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live urFace L-1.15 P=1.15
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted.
►r.•r'rNri SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 pef Rep Mbr Bnd 1.15
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 ps f O.C.Spacing 2- 0- 0
accordance with the following standards:'1OINT DETAILS',by Truswal,'ANSI/TPI 1','WTCA 1'-Wood Truss Council of America Standard Design
1101 N.(bent S.W.Pkwy„Arlington TX 76011 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11B-91) and 'IIIB-91 BC Dead 10.0 pa Design Spea TPI
SUMMARY SHEET by TPI. The Truss Plate Institute(TPI)is located at 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and
Sean T6.1.2 - 445830 Paper Association(AFPA)is located at I I1 l 19th Street,NW,Ste 800,Washington,DC 20036. TOTAL 40.0 pa TW Custcmer s
Job Name: JACKSON A Truss ID: E Qty: 1 Drwg: TX00349089-012
X-IIJC REACT' SIZE REQ'D 'IC 2x4 SPF #2 Plating • ADSIrwi - 1995 Ii.F2I2VNI7ai,REACITCN(S) :
0- 1-12 979 3.50" 1.95" BC 2x4 SW #2 THIS DESIGN IS 11E CCM:MI'IE REMIT CF support 1 129#
2 9-10- 4 1057 3.50" 2.10" FEB 2x4 SPF SR[I) MIZIPLE L tD CASES. 2 -129#
Dr
ainage he provided to avoid pending. BXA SNOW ILIAD LESICi�I CRJ'IERIA: This w is deaig •using the
'IC FCRCE AXL MO CSI lR � Ix MIL. acfrg is re.gaired (by others) to (II, 29 pef, Exp. .7, Inp. 1.0 ADSI/ASCE 7-93 Wind Spy,ifiration
1-2 -1242 .03 .20 .23 prevent rotation/toppling see HIB-91 and Bldg gr10eed =Yes, Ihi Zn.:e =No
2-3 -1359 .05 .64 .69 ANSItIPI 1-1995; 10.3.4.5 atrzl 10.3.4.6. Harricare/QQaan Line =No , Exp�q�y C
13 3-4 93 .04 .20 .23 Bldg Lo t= 40.00ft, )31dg cth= 2$.00ft,
Mir z height = 18.99ft, MPH• 80
BC FCId E AXL HI) CSI Classification- 1, Lead Load- 20.0 f
5-6 1049 .36 .46 .81 I1YWD C7ASE#1 LESIIN LCALB
6-7 1138 .38 .47 .86 Dir L.Plf L.Lcc R.P1f R.Lnc II./IL
'IC Vert 60.0 0- 0- 0 60.0 10- 0- 0 .67
FEB RB E CSI FHB FCRCE CSI BC Vert 20.0 0- 0- 0 20.0 10- 0- 0 .00
2-6 493 .24 3-6 386 .18 Ike X.Lot 1 �
IC Vert 116.0 2-10- 1 .50
'IC Vert 116.0 4-10- 1 .50
IC Vert 116.0 6-10- 1 .50
'IC Vert 116.0 7- 4-13 .50
BC Vert 153.0 2- 9- 5 .50
BC Vent 41.0 2-10- 1 .50
BC Vert 41.0 4-10- 1 .50
BC Vert 41.0 6'ri0- 1 .50
BC Vert 41.0 7- 4-13 .50
BC Vert 153.0 7- 5- 9 .50
'IUL LEF CRITERIA: 1/240
BOIL LEF CRITERIA: 240
MAX LEHBCFIC
•2-8-0 L4/999 IN. N M 6- (LIVE)
1
IL.. -.05" D. -.05" 'D.D -.09"
t12 • 4-8-0 1 2-$-0
3 a •-'-Joint LOCIatirre .®
1 0- 0- 0 5 0- 0- 0
7.07 -7.07 3 7- 4- 0 2 2- 8- 0 6 xo- 0-- 0
0
S-6 5-6 4 10- 0- 0
I
1-11-11
1 3-4 • 3-4 2-6-15 �101H1111!!
I0 4-13 I0-4-13 SHIP ` ���`�:0 B UQll��0i�
a-a y ......Zi
r.
�1 4 No. ��'%�-'
'�', STATE Or W...
I 1-1-10 ; 1Q0-0 1 1-1-10 { 4 -,^.•' 4�1. Ar ,...\-C- ":
+ .' „, t • �c
5 6 7 �
' '.il i1{%%‘---
12/14/2000
Unless noted, position plates per Joint Report. TX00349089-012
All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. Scale: 13/32" . 1'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. WO: JAcx_A
idellt
This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer and done Ch)c t FWB Cue tcuner Name:
in accordance with the current versions of'1'P1 and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
TRI,1 SWAL verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dognr: FWB InJRA BUILDERS
20.0 pe f D
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live urFaes L=1.15 P•1.15
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted.
►rAbzw.,:wl SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 pe£ Rep Ilbr Bnd 1.00
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pe£ O.C.Spacing 2- 0- 0
accordance with the following standards:'JOINT DETAILS',by'fruswal,'ANSI/III I'.'W'fCA 1'-Wood Truss Council of America Standard Design
lint N.Circuit S.W.I'kwy.,Arlington'IX 76011 Responsibilities. 'IIANDLINO INSTALLING AND BRACING MOFAL PLATE CONNECTED WOOD TRUSSES' - (111B-91) and '11111-91 BC Dead 10.0 paf Design Spec TPI
SUMMARY SHEET'by TPI. The'fnrss('late Institute(TM)is located at 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and
Seqn T6.1.2 - 445831 Paper Association(AFI'A)is located at 1111 19th Street,NW,Ste R(X),Washington,DC 20036. TOTAL 40.0 pef TW Customer:
juu mimic; J I%JVIV f+ 1 russ Iv: hi Qty: 4 Drwg: TX00349089-013
ERG X-LCC REACT SIZE REQ'D 'IC 2x4 SW #2 Plating pew, • ANSI/n,I - 1995 UPLIFT REACITCN(S) •
1 0- 0-12 185 1.50" 1.50" BC 2x4 SW #2 THIS rEsraq Li THE OUAMSTIE RE3LLT C' mlopott 2 -61#
2 1- 9-12 158 1.50" 1.50" FEB 2x4 SPF SIiD MORE ICP.D CAS. This truss is deli using the
End verticals designed for axial leads only. BOLA SNL W 1(111)IRSICN CRITERIA: ADSI/ASCE 7-93 Wind Srerification
'IC RTE AXL END CBI End verticals that are extErrd al a or CBI, 29 psf, Exp. .7, Drp. 1.0 Bldg Enclosed =Yes, EYrd Z re =No
1-2 71 .01 .08 .09 below the truss profile (if any) nay require Hurricane/Ocean Line -No F y C
• additirnal design oQ7eidexatirn (by others) Bldg 40.00ft, Bldg YTic h= 28.00ft,
BC RRCE AXL EN) CBI for lateral f rile to wind or seirauic Mean zheigl-t = 18.79ft, MPH= 80
3-4 75 .00 .07 .07 leads on the building. Classification= 1, Dead Load= 20.0 pef
F B PUCE CBI FEB FCRCE CSI
2-4 -115 .03
'ICIL LEE CRITERIA: 14/240
ECU,LEP'1 2 MAX� CNCRITERIA: 1{/240
� 99.00" I)= .00"4 T= .00)"
10.00
' Joist LAcations —
— _•
1 0- 0- 0 3 0- 0- 0
2-4 2 1-10- 8 4 1-10- 8
il
1-11-9 1-11-9
A
2-7-5 ``�,tttttiN,,.r�iiii
34 SIP
104-13 r `.� C";/�j�STe,Q•�.'Gc 1:
.4 — r � Q� N0. �� �-
,_� ,�,
2 iSi
360 • =
cr
p• STATE OF 4! �
1 0-9-10 I 11
1 1-10-8 I
3 4 12/14/2000
Unless noted, position plates per Joint Report. TX00349089-013
All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. Scale: 21/32" - 1'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. WO_ A
def.gliS.
This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer and done Chic: FWB Custetmer Name:
in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
TR!"1 SWAL Verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Degnr: FWB DURA BUILDERS
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord Is laterally TC Live 20.0 psf Du Paoe L-l.15 P-i.15
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted.
►rACIWIII:10.4 SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 psf Rep I4br Bnd 1.15
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O.C.Spacing 2- 0- 0
accordance with the following standards:'JOINT DETAILS',by Truswal,'ANSI/TPI I','WTCA 1'-Wood Truss Council of America Standard Design
1101 N.Orent S.W.Pkwy.,Arlington TX 76011 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (111R-91)and '11115-91 BC Dead 10.0 pef Design Spec TPI
SUMMARY SHEET'by TM. The Truss Plate Institute(TPI)is located at 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and
Seqn T6.1.2 - 445832 Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. TOTAL 40.0 pef TW Customer:
Jod Name: JACKSON A Truss ID: EH] Qty: 2 Drwg: TX00349089-014
— X-LCC REPCr SIZE 1Q'D 'IC 2x4 SW #2 Plat' r : ANSIf1?I - 1995 LIlLIFP REFCIICN(S)
.1 0- 0-12 210 1.50" 1.50" BC 2x4 SPF #2 MIS=XV IS 11E ccrscsnE RESULT CF support 1 -3#
2 1-11- 8 155 1.50" 1.50" WEB 2x4 SPF STUD PiIIIZPLE LC AD CASES. support 2 -55#
This trues is desi'ged using the BXA SNZVf I14AD IE9IIN CRITERIA: •
'IC ARCS AXL END CSI ANSI/ASCE 7-93 Wind cte-ificatias (III, 29 psf, Ems. .7, Inp. 1.0
1-2 61 .01 .08 .09 Bldg Enclosed •Yee, EhI Zama =Na
2-0 -5 .00 .00 .00 H.>rricane/C> i Line =No C
EtC FORCE AXL END CSI Mean s.cz,Length OOft, B1 MiR. 80 ft,
3-4 71 .00 .06 .06 Classification. 1, Dead Lad= 20.0 psf
4-0 0 .00 .00 .00
FEB R3aCE CSI FEB RICE C2I
2-4 -118 .03
'ICIL LEF rRTIERTA: I.1240
BCiL LEF(RIT RIA: L/240
1 2 MAX LEFIECTICN (span)
Lr/999 IN NEM 3-4 (LIVE)
9 24 L. .00" D. .00" T. .00"
Joint Lorati ns
• 1 0- 0- 0 3 0- 0- 0
2-4 2 2- 0- 4 4 2- 0- 4
1-11-8 1-11-8
3-4 2-7-2 �`� .-c •0B(!Q/,,
ii
i SHIP % y .,,,.-.»...,,,,.�, �G
-- � C� 4 No.
2 . v 360 . =
_ p TATEOP 4.1 a`
/'-
1 0-10-7 1
/milli%
1 2-0-4
3 4 12/14/2000
Unless noted, position plates per Joint Report. TX00349089-014
All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. Scale: 21/32• . 1'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. _ JACK A
This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer and done ( )t t FWB Customer Name:
in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
TRU SWAL verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnrt FWB DURA BUILDERS
20.0 paf D
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC LiveurFaas L=1.15 P•I..15
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted.
►NIPFAZIr.ela...Pi SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 psf Rep t4 r Bad 1.15
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pelf O.C.Spaoing 2- 0- 0
accordance with the following standards:'JOINT DETAILS',by Truswal,'ANSI/TPI I','WTCA 1'-Wood Truss Council of America Standard Design
I lot N.Orest S.W.Pkwy.,Arllnttton TX 76011 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11IB-91) and 'IIIB-91 BC Dead 10.0 pelf Design 8peo TPI
SUMMARY SHEET'by TM. The Truss Mate Institute(TM)is located at 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and
8egn T6.1.2 - 445833 Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036, TOTAL 40.0 psf TW Customer:
_ s
juu same; )ht.,1 .3v11\1 A Truss ID: V0175 qty: 2 Drwg: TX00349089-015
TC 2x4 SW #2 Plating spec. : ANSI/IPI - 1995 This trues is d9eigc-ed using the
BC 2x4 SW #2 'IHI9 DESIGN IS'lIE CEMPCSI E ILLT OF ANSI/ASCE 7-93 Wired' r-i ficatiai
BCC7#SN7W IUD FESIGN ARIA: M.LTIPLE IJ.]AD CASES. Bldg Fh 1ceed • Yee, earl Za =No
C�4� 29 f, a.., 1.
ubpc3�ctd = ...; - 24.0'" of unifcgm lead vt5.\k s'1 4"r►&J S AFela6A4t..-. ...I y. c�le Oa r�,B1, t . 28
d3 Lam/1� d3cLh= 28. ,
at 20 ref ve iced and 10 ps f dead iced. Meen zwL height . 18.39ft, Mar= 80
Addi.ticrral. design<xz icieraticre nay be Classificat-trn• 1, Dead Load= 20.0 pef
required if sheathing is attached.
giorc-t : -35p1-4 -
TOIL tE F(RI IFRIA: 14/240
•
> r.LEE'CR1•lII2FA: It/240
•
• Joint Lcoatiats
1 0- 0- 0 4 0- 0- 0
! I 1-4-3 i, i� 3 1-4-4 I 2 1- 4- 3 5 2- 8- 7
i 3 2- 8- 7
7.00 -7.001
3-4 —
3 4 5
`�ta�1111N11/JJ,4
0-9-7 0-9-8 t k
i
SHIP , -
21360 —
STATE,Or i .7,
of �P'/
i .
I 278-7 I
4 5 12/1 4/2000
Unless noted, position plates per Joint Report. TX00349089-015
A11 plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. OVER CONTINUOUS SUPPORT Scales 3/4" . 1'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. WO: JACK A
degbh
This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer and done Chk s soCuetcuser Name:
in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
TRU SWAL verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Degnrs FWB DURA BUILDERS
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord Is laterally TC Live 20.0 pef DurFaoe L.1.15 P•1.15
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted.
►r.`it♦wI SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 pef Rep Mbr land 1.15
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pef O.C.Spaying 2- 0- 0
accordance with the following standards:'JOINT DETAILS',by Truswal,'ANSI/TPI I','WTCA I'-Wood Truss Council of America Standard Design
1101 N.Greet S.W.Pkwy.,Arlington TX 76011 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11IB-91) and 'HIB-91 BC Dead 10.0 pef Design Spec TPI
SUMMARY SHEET'by TPI. The Truss Plate Institute(TM)Is located al 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and
eegn T6.1.2 - 445834 Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. TOTAL 40.0 pef TW Customers
jov Name: JAC.KSVN A Truss ID: V0275 QV: 2 Drwg: TX00349089-016
TC 2.4 SW #2 Plating ar • ANSItI'FI - 1995 This trues is deligt using the
. Br 2x4 SW #2 THIS trsit THE E C:MFQ3TIE RESULT CF ANSI/ASCE 7-93 Wind'-ifician
T.uric 2x4 SW B D MI.II'IP1E LC AD C7#SE4. Bldg Encicsed -Yes, Fh1 late -tic
BOLA SNal If.Jf1D IE4It3V CRITERIA: HA-ric rte/Crean Lire =kb , C
CIEIL 29 ref % .7, Dsp 1.0 Bldg 40.00ft, Bldg Width .00ft,
'Rp c3�ad 24.0 " of unifcxm load Mean wl 1 i.ght = 18.81ft, MHI= 80
at 20 pet. ve load ani 10 f cad lead. Classifira1-iai= 1, Dead Lcad= 20.0 pef
Additi be
e far> n r attaa dt`.�' upl.t-f :-35-1911.
Va% +rrr,si apply tt trir• o►+ly.
TILL IEF CRTIERIA: L/240
BOLL DEF CRI1E2IA: 14/240
I 1 2-9-6 {2 2-9-5 3
Jaunt ICCEtti ata --�-
•
1 0- 0- 0 4 0- 0- 0
2 2- 9- 6 5 2- 9- 6
7.00 3 5- 6-11 6 5- 6-11
4-4 —
1-7-8 1-7-8 `�� W111/g41I
SHIP `��% .c. �g(J411♦��i
, :: (//e0' c4—'0\s‘z.F.1.1.
M f No.
_ � •: 21360
2-4 .; . STATE or
i
I 5-6-11 t Il111111O
4 5 6
12/14/2000
TYPICAL PLATE : 3-4 Unless noted, position plates per Joint Report. TX00349089-016
All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. OVER CONTINUOUS SUPPORT Scale: 29/32" . 1'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �+�A
Aelglis
Cue tamer Name t
This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer and done oak, FWB
in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
TRu SWAL verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Degnr t FWB DURA BUILDERS
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 20.0 psf DurFaes L-1.15 P.1.15
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted.
i►•'it1-qr....Nri SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 pa f Rep Misr Bnd 1.15
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pa O.C.Spacing 2- 0- 0
accordance with the following standards;'JOINT DETAILS',by Truswal,'ANSI/TPI I','WTCA 1'-Wood Truss Council of America Standard Design
1101 N.Orest S.W.Pkwy.,Arlington TX 760i I Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11IB-91) and '111B-91 BC Dead 10.0 psf Design Spec TPI
SUMMARY SHEET'by TPI. The Truss Plate Institute(TM)is located at 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and
Segn T6.1.2 - 445835 Paper Association(AFPA)is located at 1111 19th Street,NW,Ste R00,Washington,DC 20036. TOTAL 40.0 paf TW Cue tamer 1
Job Name: JACKSON A Truss ID: V0375 Qty: 2 Drwg: TX00349089-017
'IC: 2x4 SPF #2 Plating : ANSI/'I'PI - 1995 'this truss is deeig . usirg the
BC 2x4 SPF #2 'AILS LFS IS'LEE t UIPCSI E RESLLT CF ANSI/ASCE 7-93 Wit rl Specificaticn
GBL ELK 2x4 SPF STUD tILTIFIE IAAD CA4E1. Bldg Eh lcsed =Yes, E rd are =No
Valley Tres alplicat-icn ally. E303‘S[Th7 MAD LEBIGN CRITERIA: Harricarne/Clean Line=No C�tegcxv= C
(EL 29 pef, Exp. .7, lap. 1.0 Bldg La i 40.00ft, 1d39Wdth- 28.00ft,
Mean.rwt height. = 19.23ft, MEE= 80
C9assifirat-ia1= 1, Did Load= 20.0 pef
'MIL IMF CRI'lERIA: 1/240
4-2-8 BOIL LEF CRITERIA: 11/240
I , 4-2-8
3 I
L 2 1 Jnirt l,�irns -�•-
I. 2 4- 2- 8 5 4- 2- 8
7.00 -7. 3 8- 5- 0 6 8- 5- 0
— 4-4 —
2-5-7 2-5-7 `,`ouI II //iii,',
SHIP �% 0�,vp�
:1�1Q�"G15TeR /TO 1...
- 24 - a �= 21360 • F.,,3• STATE ora
J.G �%
1 4_,& . 4 ' 1111111N
4 5 6
12/14/2000
TYPICAL PLATE : 3-4 Unless noted, position plates per Joint Report. TX00349089-017
All plates are 20 gauge Truewal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. OVER CONTINUOUS SUPPORT Scale: 19/32" . 1'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. won JAI K A
gefigCl .
This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer and done C is r FWB Customer Name t
in accordance with the current versions of TM and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
TRU SWAL verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Degnr t FWB DURA BUILDERS
20.0 psf D
design meet or exceed the loading imposed by the local building code and the paticutar application. The design assumes that the top chord Is laterally TC Live urFaae LD1.15 P-i.15
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted.
►r.or....yr. SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 psf Rep Hbr End 1.15
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf 0.C.Spacing 2- 0- 0
accordance with the following standards:'JOINT DETAILS',by Truswal,'ANSI/7'PI I','WTCA 1'-Wood Truss Council of America Standard Design
1101 N.Great S.W.Pkwy..Arlington TX 76011 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1118-91) and 'IIIB-91 BC Dead 10.0 psf Design Spec: TPI
SUMMARY SHEET'by TPI. The Truss Plate Institute(TM)is located at 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and
Seqn T6.1.2 - 445836 Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. TOTAL 40.0 pe f TW Cue tanner t
Job Name: )ACKSON A Truss ID: V0475 Qty: 2 Drwg: TX00349089-01 8
'IC 2x4 SPF #2 Plating per, : ANSI/TPI - 1995 This truss is deli �usirg the
• BC 2x4 SPF #2 THIS DESIGNIS TIE C ITE R512 CF ANSI/ASCE 7-93 Winds�ficaticn
(I,ELK 2x4 SW SAI) MLTTPTE ILPD CASES. Bldg lltcicaed -. Yes, Rid Za -lb
Valley Truse atpl.icaticn only. BOCA SNJW LOAD IESIGN CRITERIA: ILtrricr a/Cceen Lire =No C
GSL. 29 pef, Ebp. .7, Imp. 1.0 M height 9.64ft,Width 28.00ft,
Classification= 1, Dead Leal = 20.0 psf
TC L LFF CRITERIA: I4/240
BC LL tEF CRITERIA: L/240
1 5-7-10 tz 5-7-11 t
3 Joint Vatic ne m•-
1 0- 0- 0 4 0- 0- 0
2 5- 7-10 5 5- 7-10
7. 00 3 11- 3- 5 6 Ll- 3- 5
--- 4-4 -
li
3-3-7 3-3-8
SHIP �11111NIIl//1
�► fI
c� �‘G sTeR<ts \"f
it
•
-
2-a - No. s
r
-0 i 360 )4.;
1J • TASTE Or ~
1 11 -5 t s/.
/1II/1111110
%
4 5 6
12/14/2000
TYPICAL PLATE : 34 Unless noted, position plates per Joint Report. TX00349089-018
All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. OVER CONTINUOUS SUPPORT Scale: 7/16" • 1'
-
dela?bh WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. _ JACKCustomer Nana s
This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer and done el*, FWg
in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degrar= FWB DURA BUILDERS
20.0 pef D
TRU SWAL verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live urFaee L=1.15 P=1.15
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted.
orir-..`r'I SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 pef Rep Mbr Bnd 1.15
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pa f O.C.Spacing 2- 0- 0
101 N.Ot!II S.W.Pkwy..Arlington't'X 76011 accordance with the following standards:'JOINT DETAILS',by Truswal,'ANSI/TPI I',wren I.-Wood Truss Council of America Standard Design
Responsibilities. 'HANDLING INSTALLING AND BRACING METAL',LATH CONNECTED WOOD TRUSSES' - 011B-91) and '11111-91 BC Dead 10.0 pH Dee ign Spec TPI
SUMMARY SHEET'by TPI. The Truss Mate Institute(TM)is located as 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and
Seqn T6.1.2 - 445837 Paper Association(AFPA)is located at 1111 t9th Street,NW,Ste 800,Washington,DC 2O036. TOTAL 40.0 pef TW Cuetcsnert
Jon n9me: )A( KSVN A Truss ID: V0575 Qty: 2 Drwg: TX00349089-019
BC 2x4 SPF #2 Plat spec ANSI/TPI - 1995 This truss is designed using the
• THIS DESIGN IS ThE Q td.` -
ITE RESULT(F ANSI/ASCE 7-93 Wiri ficaticn
G3L ELK 2x4 SEE' STUD t'-LTIPE LOID CASK. Bldg l]rleeed -Yes, End 7rre -No
Valley Tnnss ajcplicatial cnly. BOIL SN7.1 LC]AD LESIGN CRITERIA: Hirricane/O at Line -No , F C
OIL 29 pef, Ems. .7, Inp. 1.0 Bldg Lajth 40.00ft, Bldg FTictC�hte.- 288.00ft,
Mean Y height . 20.06ft, MPH. 80 a
Classificaticn. 1, Dead Ltad. 20.0 pef
ur<< ' : -3Sp(-te4
•
TELL ME CRITERIA: Lt/240
•
BCIL LEF CRITERIA: 14/240
I • 7-0-13 I 7-0-12 I Joint LAcatiags e�
1 2 3 4 5 1 0- 0- 0 6 0- 0- 0
r-- 2 3- 0-13 7 3- 0-13
7.00 _7,00 I 3 7- 0-13 8 7- 0-13
4 11- 0-13 9 11- 0-13
4-4 5 14- 1- 9 10 14- 1- 9
4-1-8
4-1-8 ``,`, 01N111////���'
SNIF `�e�y�• OQV��j
3 4 `e4�QQ`/4Cj\STEIY ••?s it
-{} {} 3 a = �t No, �0 1
y --
I 3 ' 1360 CC-' p: � ATE.Or 44 "
:4)1 P":"••<. :"
14-1-9 l
1111110
6 7 8 9 10
12/14/2000
TYPICAL PLATE : 2-4 Unless noted, position plates per Joint Report. TX00349089-019
All plates are 20 gauge Truewal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. OVER CONTINUOUS SUPPORT Scales 11/32" . 1'
-
adgl:?1Cs. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. WO: �+�A
This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer and done ChJe t FWB Customer Name r
in accordance with the current versions of TM and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions arc to be
TRU SWAL verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Degas': FWB DURA BUILDERS
20.0 pef D
design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live urFaoa L•1.15 P•1.15
braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted,
►`i►OW II I ri SYSTEMS Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that 'TC Dead 10.0 paf Rep Mbr Bad 1.15
will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion, Fabricate, handle, install and brace this truss in BC Live •0 paf O.C,Spading 2- 0- 0
accordance with the following standards:'JOINT DETAILS',by Truswal,'ANSI/TPI 1','WTCA I'•Wood Truss Council of America Standard Design
lint N.ctrrnr S.W.I'kwy.,Arlington TX molt Responsibilities, 'HANDLING INSTALLING AND BRACING METAI.l'I.ATE CONNECTED WOOD TRUSSES' - (1118-91) and '11111-91 BC Dead 10.0 pef Design Spec TPI
SUMMARY SIIEET'by TPI. The'truss Plate Institute(TPI)is located at 583 D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and
8egn T6.1.2 - 445838 Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. TOTAL 40.0 paf TW Cuatanert
•
48-0
W IL
Q Q Q Q Q Q 4 Q Q z Q Q Q Q Q Q Q Q Q Q Q Q Q Q 4
175
/OQ7
03i5
//0475
'V057 5
.4,9. 71513 jBC7520
CC7518
CC7518 00000BC7620
E W `
BC7520
Z' W W my I BC7520
BC7520
BC7520
iI BC7520
BC7620
BC7520
2 -o Z0
Roofline 3D Layout JACKSON A SALES REP: WON :JACK_A
t� DUE DATE: SCALE:1/16" c 1'
1 . D DURA BUILDERS DSCNR/CHKR:FWB/FWB Date: 12/27/2000 11:28
J I J /�\ f TC Live 20.00 psf DurFac Lbr: 1.15
p IL /n� I TC Dead 10.00 psf DurFac Plt: 1.15
(/ BC Live 0.00 psf O.C.Spacing:24.0
S sterns INDIVIDUAL INDIANA STAMPED DRAWINGS BC Dead 10.00 psf Design Spec:TPI
NTr/NCfg:
JACKSON A Total 40.00 psf 57/16
CROSS SECTIONS / FR-VALUES DOUBLE 6' r:
VINYL 6t0ING
R•D BATT INSULATION
R-16 BATT INSULATION
VY 6TYROFOAM&LEATNING 3/4'T I G 066 6I.t19FLOOR
AM METAL'T'BRACING•CORNERS)
3.1111111111111111
4"GOING 6LA1!WITN lie R(6 SMART 60Ff1II vAle6 `'
I1 V VlIA"N JR-FACT ORS )ON GRANULAR 7 X 4 6TUD6 fPER PLAN)
PILL OVER POLY VAPOR •K'O/C •
BARRIER
�V6'TNERIiOPLY
etoE4uALL6 CEILING!, AREA u4EAT1046 CANTILEVER DETAIL
OUTSIDE AR FILM 0.7b ROOF SHINGLES 0.44 CAB ' -
4'GONG APRON TRI-LEVEL OR 7$TORY NO SCALE
VINYL OR ALUMINUM bIDtlNG 0.61 II,FELT 0.01, ,t.A
I X 6 17'CHICKEN LADDER
VY T I G STYROFOAM 300. l/li'ROOF DECK 0.61 • PRIIRME TRIM
RAKE BOARD mum
KRAFT FACED BATT 13.0 ATTIC INSULATION 3s.0 7'x 74r 741GE) GRANULAR FILL —(7)4'x 6'COLIC BLOCK I I
I461LAi1DI4 VAPOR BARRIER •s., 5/14..•Lit*60•FlY I X 4 PINE
1,7'DRYWALL 0.44 Ur DRYWALL 0.41 17'X N'POURED I x i PRIME TRIM 1 NAILER
CONG FOOTING • .• FASCIA BOARD I R-H - INSULATION
INSIDE AIR FILM 0.11 INSIDE AIR FILM O.LI GARAGE BLAB DETAIL ,'•�'"� I w4ERE • IGA49L.LI
16.l4 • f!
li
FACE BRICK(OPT) 0.44 RILL BRICK(OPT) 0.10 '.11 tit11t li•
I -S:' 7 X 4 NAILER
6 X 6 —GABLE END r/STUDS•24'O+0
------ -- -- I PERMA PO61; i (SLOPING WA
LL 4,/Moll•li"O+G
VERSION 1O/9/OO :I _; •VALTED`EI""G)
2 X 4 6TUD6•B.0,,c
(OUTSIDE 1N075.5 BALLS OILY)
4'COLIC -4—
METAL POST BASE SLAB DOUBLE 5'--_,`
4x6xI6 V4 n VINYL 61DMNG
COLIC BLK 11•..i• R-U BATT INSULATION
t l ) 7 4 VY 6TYROFOAM 644EATN?NG
ASPI-IALT&ANrLFt. i I11 'Ili —4
•4111 (USE METAL'T' S/4'T I G
,,./IS*FELT UNDER ,I .4 BRACING•CORNERS) /06B 6UBFLOOR
ON l/si'06B ROOF III PILL
DECKING--` VARIES S 0 • VAR,..6 .JOIST WE 4 6PCIbGA
\\ EE(PER PER PLAN PER FLAN
WIND TUNNEL•VENTS ONLY .- ) ROOFr TREATED 7 X 6 • 511 6 �-
'LAN ILL PLATE
ROOFDECK E OR EQUAL. PouRED -- ~`� VY X 6' •R
ROOf DECK W CLIPS .!;1111� -]X 4 TR1166E'S•N'O/G _�
5'CONT -�'I11��!�l. R-36 CEIJNG I4:HLATION CONC FIG 1 ---- s BOLTS• -0" ••/C
ALUM GUTTER '_ W` APPLICABLE OPTIONAL PORCH DETAIL =IIIIIIII.- 'S
V]'DRY4uu.
6/4 X 4 PRUNE TRIM NO SCALE •s
GUTTER BOARD
5/K'LIP SOFFIT •
•s
r/4'X le ,,,...2 X 4 STUDS•le O/IG , s _
VENTS•6.0/C (OUTSIDE 14016E WALLS OILY) R (A
DOUBLE 5' OPT PAGE BRICK b.''s 9 rI
VINYL SIDING- R-13 BATT 1L&LATL')N ILL SEALER t-
VY STYROFOAM S14EATNII4G - 7 X 4 TREATED PLATE 4'GONG SLAB r/
METAL'T'
ILL SEALER SPA ILLPLATE ANC4OR6 NYDROCIDE--- • '•s
BRACING•CORNERS)— 4"GONG SLAB r/ TYPE-7 4'-0"0/C OVER GRANULAR FILL WATERPROOFING •'S—S'P. 'm • WALL
7 X 4 TREATED 6 X i ORE MEIN I V BARRIER
SILL PLATE /OVER GRAMILAR FILL 4'X II""X IL' . C. ,Dill-AR FILL BARRIER
AS-7 ANCHOR CLIPS. +y POR BARRIER CONC BLOCK I AML
•S'-O'0/C NAILED T 1 .A.As
TO WALL TYPE-7 ) . 7./, X 24'RIGID -•.••s
4•-0'O/C4'CONC SLAB•./
----�/"jJ����� 7"X 24'RIGIDIN6lLATION(R-76)
/ III INSULATION(R,T.6) 6"X S"X li" •.'•,,�.• !/1'X Ib"RIGD .'••ti i 6 wRE tE6+4
(7)4'X6'xIS' -
CONG BLOCK !/1"x 16'RIGID GONG BLOCK ILSIL_ATION(R-7.6) }): •,
INSULATION IR-7.6.1 " •I
\ 'x 7leP0(%EL) CONC. I6.x 6' t ^LI I -,
n
-- "N4`FIG I-STORY SLAB DETAIL GONG
O TwG
4'PERFORATED pi2AlN TILES
70 INSIDE SUMP DI.'.ULARGED 6
1-STORY SLAB DETAIL W/ OPTIONAL BRICK 10 Our/SIDE
SLAB SIMILAR NO SCALE 7-6TORY SLAB 6IMIL.AR No SCALE BASEMENT DETAIL
•
FOR I-STORY OR 7-13TORY NO SCALE