12172 (SFD) Truss CalcsR N H M T4 T
TOP CHORD 2x4 SPF 1650F -1.5C
BOT CHORD 2x4 SPF 1650F -1.5C.
WEBS 2x4 HF Std/Stud
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -9i TABLE
7.3.3.
***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
-THIS Uwli. PHEPAREU FROM COMPUTER INPUT (LOADS 6 UIMENSIUN5f SUtlMITTEO IiY L=
THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING
ONLY. DO NOT USE WITH PLASTER CEILING.
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE
REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949.
FIRE PLACE WALL -LOAD
50# 50#
18'9"8
R=619# W=3"8 R=783# W=3'8
s
PLT. TYP.-ALPINE DESIGN CRIT UBC OTY = 50 TOTAL = 50 REV. 17.1e SCALE =0.3750
•
'
ALPINE ENGINEERED PRODUCTS. INC.
**IMPORTANT*)( SHALL NOT BE RESPONSIBLE FOR ANY
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI-.
ALP [HE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM
AAA6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION
CONNECTORS PER DRAWINGS 130. 150 6 t60A-F. DESIGN STANDARDS
CONFORM N/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE
IN ONLY.�ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY.
TRUSSES REQUIRE EXTREME CARE
WARNING IN HANDLING. ERECTION AND
BRACING. SEE HIB -91 BY TPI. SEE THIS DESIGN
FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP
CHORD SHALL BE LATERALLY BRACED WITH PROPER
LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
WITH PROPERLY ATTACHED RIGID CEILING -- SEE
ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
DRYWALL APPLICAT,ON. FURNISH A COPY OF THIS
DESIGN TO THE TRUSS ERECTION CONTRACTOR.
TC LL 20.0 PSF
TC OL 10.0 PSF
BC DL 5.0 PSF
BC L L 0 O PSF.
T O T . L D . 35.0 PSF
REF
DATE 08/16/93
DRWG
JR
O / A LEN. 18-9-8
OUR. FAC. 1.25
a --TP - TRUSS PLATE INSTITUTE NDS - 199 NATIONAL DESIGN
SPECIFICATION FOR MOOD CONSTRUCTION
SPACING see above
-
` I'
T r PE 1
TOP CHORD 2x4 SPF 1650F -1.5C
BOT CHORD 2x4 SPF 1650F -1.5C
WEBS 2x4 HF Std/Stud
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE
7.3.3.
***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
1
THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING
ONLY. 00 NOT USE WITH PLASTER CEILING.
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE
REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949.
(:D
FIRE PLACE WALL LOAD
22# 22#
R=600# W=3"8
DESIGN CRIT UBC OTY = 50 TOTAL = 50
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE
(*IMPORTANT*)( SHALL NOT BE PESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS -91 BY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FDR ADDITIONAL SPECIAL PEPMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INOICATEO. TOP
AAA6 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SPACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
CONNECTORS PER DRAWINGS 130. 150 C. 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
SEAL ON TM IS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
.--TPT . TRUSS PLATF TNSTITNTF Nn . 1001 NATInNAI OFSTGN SPECIFICATION FOR MOOD CGTISTRUCTION
R=610# w=3"8
REV. 17. le
TC LL
20.0
PSF
TC DL
10.0
PSF
BC DL
5.0
PSF
9C LL
0.0
PSF
TOT. LO.
35.0
PSF
DUR . FAC.
1.25
SPACING
see above
iUALt = V . J/0V
F
TE 08/16/94
WG
JR
A LEN. 16-8-0
OF: f I t f