002693 (SFD) Truss CalcsSPATES
FABR$0.A T OR's ;
-CER TIF IED
ON
} O s ICBG. A;Ap583'
I IN STRICTACCQRDANCE
PRE A.B ICATE D rf:,�."_ ;.
I 3X4 136*
38' 8"i
HOW
5X5 36' 7"
5X4 34' 8"
4X4 38' 8111
ri
2X4
3X4
2.5X4
jawi-
3.58"
5X5
36'
7"
34! �8"5X4
5X4
34'
B"
.4 EO.. TC.
I
o
I 0�_
0
1.5X41.36:
7"1.5X3
a
34
8"
2X8
1X3
38'
8"
2X7
2X4
3X4
2.5X4
jawi-
3.58"
36' 7..`.
lO O GJ q a CI
5X5
34! �8"5X4
3,0r' 8"
03 HP, FL, OR SO.P--UNLESS
SEE DRWGY A138 FOR PLATE LOCATION
AND -ORIENTATION ON TYPICAL
JOINTS.
LOCATE TOP CHORD INTER=PANEL SPLICE
WITHIN 6" OF PANEL 1/4 -POINT.
9
MIN BRG
SPAN
3.58"
36' 7..`.
lO O GJ q a CI
O
a
.4 EO.. TC.
PANELS
o
cm o c= 0
0
3 EO.'BC
PANELS
a
MEASURED
FROM
2X8
36'
1"
INSIDE SCARFS
2X7
34'
S•"
a
o�TRUGS
2X6
29'
7"
A
2X5
24!
9"
MIN BRG
SPAN
3.58"
36' 7..`.
m
3X6 36' 7"
3X5 34' 8" "+ BOTTOM CHORD
3X4 38' 0" CHECKED FOR
�•--t--- 36 7" MAX— - -
18 POP
PLRTE TYPE --ALPINE ~ LIVE LOAD
UNLESS,IFHEFiE SPEC)F)CflTJDNS FOR LUMEF.R AND 1T8155ES REQUIRE EXTREME CARE IN FIRNOLIU6, -
**IMPORTANT**-` . RLPINE CONNECTORS ARE FOLLOVEO AND THE WARNING ERECTION M BRACING. ' SEE -BWT•76" O'4oR
TRUSSES BUILT IN CONFURMRHOE WITH-DURLITI CONTROL MRNlRL' BY *TPI, IMAGING 4000 TRUSSEG: COMMENTRRY AND RECOMMENORTIONS-
THERE SHALL BE NO WARRRNTIES DF THIS.OESIGN;' EXPRESS OR IMPLIEO. •7PI). SEE THIS DESIGN FOR ADD1110MRL SPECIRL BRACING to
ALPINE CDNNECTDHS FIRE W&FACTUREU FROM 2D GAUGE GALYANIZEO STEEL REQUIREMENTS. UNLESS OTHERWISE REO'D, TOP CHORD SHRLL Na 13678
UNLESS OTHERWISE SHUWN MEETING REOUIREIENTS OF ASTM 11446 GRADE A. BE LATERALLY BRACED 9IIH.PROPERLY RIIALHED PLYWOOD
APPLY CONNECTORS TO B15TH FACES AT EACH JOINT AND LOCATE AS SHOWN. 611ERTHING,' BOTTOM CHORD WITH RIGID CEILING OR BRACING -
BERRING WIOTHS ARE 4' NDMINiL UNLESS OTHERWISE 61OWN. DESIGN AT tMIMUM OF 10 FEET" 0. C. 00 NOT USE THIS OL-6IGN
STRNORROS CONFOHM WITH RPPLICHOLE PROYISIUNS OF .NOS -71 MO ■IPI -70 VI)H FIRE REIRRORNT TRERTEO LUMBER. �1� � v � O�
r --TPI TRUSS PLATE INSTITUTE, HOS - NATIDNRL DESIGN SPECIFICRTION FOR 9000 COMSTflUCTION AFCIIu
0
o ca 19 /� g o 0
0
O
lO O GJ q a CI
O
a
= = STRNDRRO- o
cm
o
cm o c= 0
0
0
0 a
a
C3 7�Ecm
A
a
o�TRUGS
0
A
Q
ALPINE ENGINEERED PRODUCT6,INC.
P.o. Box 2225
POMPRNO BERCHNFLORIOR 33061
PL 305-781=3333
DESIGN.CRITERIA UBC
TC LIVE LOAD 16.8 PSP
TC DEAD LOAD - 14.8 PSP
'* BC DEAD LOAD - •5.8 PSP
TOTAL w - 35.8 PSF
DUR. FACTOR, 1.25
SPACING - 24..8" OC_
F I R, OVERALL SPANS
LARCH 2X4. TC 2x4 BC
2488P -2.0E 36' 7w. '36` 7"
2258P -1.9S 36' 7- 36 7" M
2188P-1.82 361 .7" 36' 7"
1958P -I.0 36' 1 36' 7" S
18089--1.68 35' 8" 39' 8'"
1658F-1.59 33' 18" 33' 8"
145gP-1.39 31' 11" 36' 8"
as Irs 8-. c. I w
111 MC -15 35'
#1 34'
#2 MC -15 33'.
Y2
LOAQING:
35:0/1.25
2X4/2X4
43WTS J?=
SFRNS . TO
COPYRIGHT 1981
••/12/81
5" 351 80 v .
5 33' 11.." I-
1 w 31' 8" .S
4" 38.' " . 5"
SPAC !Ng``:
�
PJ TCH .
4.0/12
36` In
A450,
FURNISH A COPY OF'THIS DESIGN TO ERECTION CONTRACTOR. A -Mb -COMM -•35/1.25-16+10 5- 24
3X4 124- 7"
OU
RT
5X4 124' 7.1
4X4 24' 7"
1.5X3 +24' 7 -
WEBS.2X4 43 HP, FL, OR SO.P--UNLESS
OTHERWISE SHOWN. -
SEE DRWGY A130 FOR PLATE LOCATION
AND ORIENTATION ON TYPICAL
JOINTS.
LOCATE TOP CHORD INTER -PANEL SPLICE
WITHIN 6" OF.PAHEL 1/4 -POINT.
zz9:zIq. 00
4 ESI. TC PANELS
2 EO: BC- PANELS
MEASURED FROM
INSIDE SCARFS
2X5 24' 7"
2X4 2B 18"
MIN BRG
SPAN
3.58"
24' 7"
I '
++ - 80TTOM CHORD
CHECKED FOR
211' 7., MAX I1.IVSSLOAD
LOTHERVISE
TYPE--RLPINE
1 ORTHNTRE UNLESS TIJESE SPECiFICRTIDNS FOR LUNIBFR ANO TIiUSSEs REQUIRE EXTREME CrIRE IN HRkOLI11c,
FY PINE CONNECTORS ARE fOlL0YE0 ANDTHE WARNING ERECTION AND BRACING: SEE BYT 76'
BUILT IN CONFORMANCE WITH IWRL17Y CONTROL M (JAL' BY •TPI, (BRACING VOOD TRUSSES? COMMENTRRY M9 RECOMMENUR110NS-
US
ALL DE NO WARRANTIES DF 11419 DESIGN, EMPRESS OR IMPLIED. •TPI). SEE THIS OESICN FOR. RDDI710NAL SPECIAL BRACING a'
ONNECTORS HRE MANUFACTURED FROM 20 GAUGE GRLVHNIZED STEEL REQUIREMENTS. UNLESS OINERWISE REO'D, TOP CRDR0 SHRLL
THERWISE SHOWN MEETING REfU1REMEN1S OF RSTN 8446 GRADE R. BE. LATERALLY BRACED WITH PROPERLY''AIIRCHEO PLYWOODMNFC70RS 70 AJblll FACES DT ERCIA JOINT AND LOCATE RG SIOUN. SHERINIIJG, BOTTOM CIURD WITH RIGID CEILING OR BRACING W1DIHS AHE 4' NDhINRL UNLESS OTHERVISE SHOWN.= DESIGN RT MRXIMUM OF 10 FEET 0. C. DO NOT USE THIS DESIGN
DS CONFORM V1fH RPPLICHBIE PROVISIONS OF &ADS -77 AND •TPT-70 WITH FIRE RETRRORNT TREATED LUMBER,
9 --TPI - TRUSS PLOTE .INSTITUTE, NOS - NRTIDNRL RESIGN SPEC IF1CRiION FOR VOW CON57111JCIIDN
FURNISH A COPY OR THIS DESIGN,TO ERECTION.CONTRACTOR•tz
uft 1
13677
0000�000Q
0 0 0 0 0 00 0
o �STANDARDcm A o
0 0 co' ro o co
cm
ALP I Eo
A o
0 0 0
TRUSS ogm
ALPINE ENGINEERED PRODUCTSIINC.
P.O. BOX 2225
POMPRNO BERCH,FLORIDR 33061.
- 305-751-3333
DESIGN CRITERIA . UBC
TC LIVE LOAD - 16.8 PSF
TC DEAD LOAD - 14.8 PSF
•+ BC DEAD LOAD - 5.8 PSF
TOTAL " 35.E POP
DUR. FACTOR 1.25
SPACING 24.8" OC
F I R OVERALL SPANS".
LARCH .2X4 TC zx. BL::
2488F -2.8E 24' 7" 24' 7-
2258P -1.9E 24':7" 24' 7" M.
214SP-1.9S . 24' 7" 24' 7" S
1958P -1.7E 24` 7" .24' 70
148oF'-1.6E 24' 7" 24'. 7" R
1658F -1.5E 24' 7" 23' S"
1458E -1.3E 24' 7" .21' 9"
SS 2
111 MC -15 24' .7" 24' 7" .V
111 ' 24'.. 7" 24' 3.
.1
112 AC -15 .24 7". 22.' 9" $
M2 2.4' 7 21'. 11"
LOADING-'. SPACING,
35.0/1:25 24.0p
2X4/2X4: PITCH' -
12 WS
ITCH•12WS 11A 4':0/12
SPANS TO 249-70
COPYRIGHT 1981 4888442
1/12/01 A450,122
A -M6 -COMM -:95/1.25-16+14+ 5- 24•
I
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