Beach Ave 109 I O/S/A-1111 KI Y - 11:1 11 ' SB TIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR
AHP CHORD 7x4 SP pl7 N 2 Complete Trusses Required
BOI CHORD /XII SIT #? II
WI IIS 7x•1 SP y3 NAILING SCHEDULE: (0.1310.0_g_nails)
1011 CHORD: l ROW @ 16" o.c.
BOT CHORD: I ROW @ 8" o.c.
11ROV1D1' UPI IfI CONNI6.IIONS Al BEARINGS AS INDICATED. (SBC) WEBS : 1 ROW @ 4" o.c.
111111f I (IB) : i/li() 2050 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
BRG.LOC (FI) : 0.00 16.42 IN EACH ROW TO AVOID SPLITTING.
il(USS UFSIGNLD FOR 110 MPII WIND, 23.76 FT MEAN IIFIGHT, (1) 1/2"—bolts MAY BE USED FOR 2 0.13lx3.0_g_nalls ON
Willi DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). TIIE BOTTOM CHORD ONLY.
FNrIOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED
1411111N A 8.50' [NI) LONE FROM EDGE OF THE ROOF. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD.
SPECIAL LOADS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
- - ---- (LUMBER DIIRJ AC.-1.33 / PLATE OUR.FAC.-1.33) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
TC From 74 I'Lf at 0.00 to 74 PLF at 16.67
IIC Frum 20 PLI al. 0.00 to 20 PLF at 5.00
IIC Frum 341) 1111 al. 5.00 to 349 PLF at 16.38
IIC from 20 1111 al. 16.311 to 20 PLF at 16.61
IIC 1218 I_B Conc. Load at 3.75
5X7 1 .5X4111
4X40
s 1-
0-7-4 +20-9-12
3X6(Al)� 3X811 5X5=
218# 4X4 ++
C I t4
11-0-0 _1_ 5-8-0 I
�--- 16-8-0 Over 2 Supports —�
11==3125 W-3.5' R-3403 W=3"
PLT TYP. Alpine TPI -95 Desicin Criteria: TPI 17.3w1 FL/-/l/-/E/-/- Scale -.25"/Ft.
C3 C7 M C=7 ED I--] A A I MI1 O R 1 A N T** ALPINE ENGINEERLD PRODUCTS. INC. WARNING TRUSSES REOUTAE I1INEME CARE TC LL 30.0 PSF REF R151- -82711
SHAH NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND
E=) = C3 r DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS 91 BY TPI. SEE THIS DESIGN T C D L 7 0 PSF DATE 10/29/96
IAILUNE 10 BUILD THE TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
J C:D AIPINI (ONNIC/ORS ARE MADE OF TOGA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOI �P�ATI jc riq BC DL 10.0 PSF DRW HCUSR151 96303026
A65)GNLI EF(EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER ;0� "bk•'G
r �---1 TRUSS AND 11NILSS OTHERWISE LOCATFO OM THIS DESIGN. POSITION U ATTACHED PLYWOOD SHEATHING. BUTTON CHORD .j 'o;^e� BC LL 0.0 PSF HC-ENG ABE WPF
(ONMI(TONS PIN DRAWINGS 150. 150 A 140A P. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEIIING SEE �/��S(�I��()�� �•
o A L P I N O (ON/ORM W/APPIICABLE PROYISIONS Of NDS B TPI, AN ENGINEER'S ALPINE TECHNICAL UPOATE (111/91) TOR PROPER �(S� J P T 0 T.L D. 4 7 .0 PSF S E A N 26738
C� Ty SSI
C�C I—� ;IAt ON THIS 00AWING APPLIES TO IHE COMPONINT DEPICTED NEPE DRYWALL APPLICATION. FURNISH A (OPY OF TRIS [A��•. .(2A7•�0 ''
E I�Ty +� J SI IN OM(V. AND SHALL Nor BE S-PE--LIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONIPACTON. �:-� ��� DUR.FAC. 1 .L 33� FROM B .R
:: I I , : IN(IS•, r::.. `.1311111111 ::1111 - ( ,NAI i .•1(1111 IR WIIIII �.IIIIN M' �PAI.
/ IIJ r... L1
/ ,�
( OISIA-1111 KI Y 117-112 9' SB THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR
foil CIIORO 2x4 SP a2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC)
B01 CHORD '1x4 SI' y7 N UPLIFT (LB) : 590 470
WI Its 7x4 %P p I UItG.LOC (FT) : 0.00 16.42
TRUSS DESIGNED FOR 110 MPII WIND, 23.24 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) .
DLIIICIION CRI I[ItIA IS 1 /360 LIVE AND L/240 TOTAI LOAD. INCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A RIGIO 0.1 11 ING OR CON] INUOUS LATERAL BRACING Af 24" D.C.
1.I11SI III PROIII RI Y At IACIII I) 10 illi- BOTTOM CHORD.
5X55 2.5X4= 1.5X4111
6 (—
1 .5X4
0-3-8 20-9-12
3X8= 5X5
2.5X4(Al)!m
J14
L,---2-0-0-a-j
1_ 9-0-0 7-8-0 _I
16-8-0 Over 2 Supports
R-962 W-3.5" R-757 W-3'
P .T TYP. A1 )Ine TPI -95 Desiqn Criteria: TPI 17.3wl FL/-/l/-/E/-/- Scale -.375"/Ft.
I-1 C] C] Cj C7 C::) A A I M P O R I ANT AIPINL lNGINtIMED PRODUCTS. TNI. WARN I NG TRUSSES REQUIRE IYfOINE CARE TC LL 30.0 P S F R E F R151- -82709
SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, LRLCTION AND
1-1 C1 m DIYIATION PROM THIS DESIGN OR THESE SPECIFICAtIONS, OR ANY BRACING, SEE HIO-91 BY TRI. SEl THIS DESIGN TC OL 7.0 P S F DATE 10/29/96
C] F-I m M fAIIUNI t0 BUILD III[ TRUSS IN CONFORMANCL WItH IPI FOR ADDITIONAL SPECIAL PERNANENI MRACING RE
L-] m (� C.) ALPINE CONNECTORS ARE MADE OF 20GA QALY. SIEEL MEETING AST" OUIREMENTS. UNLESS OTHERWISE INOI(ATEO, TOP �P�-P...9..'.A'jX BC DL 10.0 PSF DRW HCUSR151 96303008
F---3 Q n Q A03 GR)J EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER (�� •�j„y C•
L� Q TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD No.rB;lp V11% BC LL 0.0 P S F HC-ENG A B E W P F
A L P I N E L� (ONNL(T00.5 PCR DRAWINGS 170. 150 B 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CE II TNG • SEE TOT, L D. 4 7.0 P S F S E D N 26730
CONIORM Y/APPLICABLE PROVISIONS OF NOS L TRI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (111/91) FOR PROPER
T R U S S SIAL ON II.IS D0.AYING APPLIES TO TIfE CONVON[Ni DERICICO HERE DRYWALL APPLICATION. FURNISH A(DVY OF THLS TAT[0�
'•2 DUR.FAC . 1 .33 FROM B.R
[_ IN ONLY, ANO S1MLL NOT BE RELIED UPON IN ANY OTHEA WAY. DLS14N TO THE TRUSS ERECTI^N CONIRACtOR. ••OPiIDF;•�'
I—) f"—) l INg15 NSdiill NII•. -ENAI -=4--
=4- ,I
IO �T SPACING 24.0"
I 0/5/A III KI Y IlY In 7' SB)- 11115 OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR
1011 (:11091) 7x4 S11 p7 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC)
801 CHORD 2x6 SII ry7 N HPI.IFT (LB): 940 950
WI IIS 7x4 %P #I BRG.LOC (FT) : 0.00 16.42 16.42
IRUSS DESIGNED FOR 110 MPH WIND, 22.74 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.0 PSF (TDP) AND 5.0 PSF (BOTTOM) .
III IILCIION CRIIIRIA IS 1./360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING.
pl 11111 01 SIGNI1) 111 5111111081 07-00 00 JACKS WITH NO WE13S. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
1111ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
50 1 .5X4111 3X8=
6 F^
4X4(Al)=— 1.5X4f
L-ni0-5-8 20-9-12
3X4- 5X8=
� 3X6111 3X4111
SNC
Lc---2-0-0--1 ,
I_ 7-0-0 _I_ 9-8-0 _1
16-8-0 Over 2 Supports
R=1513 W=3.5" R-1716 W=3"
PIT TYP Alpine TPI -95 Desion Criteria: TPI 17.3w1 FL/-/l/-/E/-/- Scale -.375"/Ft.
L� O M Ej Ej 1-1 A A 1 M PO R I AN T A N ALPINE INGINLINID PRODUCTS. INC. WARNING TRUSSES REQUIRE IIINLME CARE TC LL 30.0 P S F REF R151- -82708
SHALL Nor DE RESPONSIBLE FOR ANY 1N HANDLING. fRLCTI0N AND
C1 n DfVIAf1ON FROM THIS DESIGN 00 THLSE SPICIFICATIONS. OR ANY SNA(ING. SEE HIS
BY TPI. SEE 1HIS DESIGN TC DL 7.0 P$F DATE 10/29/96
IAIIDNI 10 110110 Tiff INUSS IN CONFORMANCE W1111 IPI FOR ADDITIONAL SPECIAL PERMANCNI NRACINO RE
AIVINL (ONNLCIONS ARE MADE 01 x06A GALV. SIlIL MEETING AS IM OUINEMENIS. UNLESS OTHERWISE INDIIAILO, TOP SIP T �z.�/� BC DL 10.0 PSF DRW IICUSR151 96303025
Q Q Q A651 GAIT EACEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED Wlffl PROPER G '�!•;G
TRUSS AND UNLESS OTHERWISE LOCATED ON Tiff% OLSIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD ND'2°EJ m•;
c�1 0 A BC LL 0.0 PSF HC-ENG ABE WPF
ION if CIONS VER DRAWINGS TIO. 150 6 160A F. OISIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE • A�AA�..R '(r�� ;•
A L P I N E [OMfOAM v/APPLICABLE PROVISIONS OF NOS A IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/11911 FOR PROPER S A TOT, L D. 4 7.0 P S F S E A N - 26727
/ / I''1 SI AI OM iNiS GNAWING APPLIES TO THE CONVONENT DEPICTED HERE DRYWALL APPLICAi ION, iURN(SN A C01•Y OF THIS ] TATS 0r
(_--••(((!!!//////Lllfff--111••T[P I)S S[( IN ONE r. ANO 511ALL NOT BE AE11E0 UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONINA[TOR. �5� 10P;r�� cD-URFIIA�IC 1 .33 FROM B R
1 NU•.'. H I 11111 -lil. - i - ONAI 1 i f 11 I _�N YOUI n I I TIN � ....J P A--- G D" ._._.1 _�