Beach Ave 120 1-075/A PI KI Y 115 V1.T) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 7x4 SIF J/'l N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC)
110f CHORD '1x4 Sfl J/7 N 11111IFT (LB): 540 350
WI IIS 7x4 til' #.I HRG.LOC (FT) : 0.00 13.75
TRUSS DESIGNED FOR 110 MPH WIND, 22.74 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM).
DF11C11 ON CRI1ER1A 1S L/360 LIVF. AND L/240 TOTAL LOAD. ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A ItIG11) CI II ING OR (ON IINUOUS I.AIFRAL BRACING Al 24 0.C.
IIUSI NI 11HOPI RI Y Al IACIII D 10 1110 BOTTOM CHORD. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 640.93 LDS,
5X5=
6 r `16
(Al)--,
2. 5X4(A1 Y 2.5X4
5X5=' 5X57=
20-9-12
a
1
L<-2-0-0->1
I 7-0-0 1- 7-0-0 3-3-8 _1
3-3-8 7-5-0
14-0-0 Over 2 Supports _I
R-828 W=3.5" R-641 W-3"
1711 IYP. A10mo (PI -95 Design Criteria: TPI 17.3w1 FL/-/11-]E/-/- Scale -.375"/Ft.
[=] I_1 L;] U "AIM1,oRIAN("N ALP[HEFN41Ml1AU1PRODUIS. IHE- WARNING TRUSSES RLOUIREUINIMECARE TC LL 30.0 PSF REF R151- -82715
SHALL NOJ RE AESPONS(BLE FOR ANY IN HANDLING, (NLC7ION AND
DEVIATION FROM THIS DESIGN OR THESE SPf(IJICAIIONS, 01 ANT BNACING. SEE HIS-91 BY TPI. SEE 1141S DESIGN TC DL 7.0 PSF DATE 10/29/96
L_► n L.) C3 1All TIRE IU 811110 HTE TRUSS IN CONFOAMAN(1 WITH TPI FOR ADDITIONAL SPECIAL PERMANkNI NNACING RE �IEI]P
AIPINI CONNECTORS ARE MADE Of 20GA GALV. STEEL MEETING ASTM OUIREMENFS. UNLESS OTHERWISE INDIUTED, TOP r.J �
—1- ,Az BC DL 10.0 PSF DRW IICUSR151 96303010
Q t� r-1 AW57 GAIJ EACEPF AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER G -�f•;y
Q TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD •�•
No. 8,1 �•:• B C L L 0.0 PSF HC-ENG A B E W P F
A L P I N E Q (UMNk(TORS PER DRAWINGS 130. 160 1 160A f DESIGN STANDARDS WITH PROPERLY ATTACHED 01610 CEIIING SEE nW.V(./�P TOT.L D. 4 7 .0 PSF S E O N - 26740
_ IONIWNM W/APPLICABLE PROVISIONS OF HIS B FPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 TUN PROPE0. w�S1SYKtl�tT1L�aC
(-I ;CAT UN 11111 DRAWING APPLIES TO THE (OMl'ONINT DEPICTED HERE DRYWALL APPLICATION. FURNISH A(DPT OF THIS 1�j�, ',
4'••
� •�?oF7m►. DUR . FAC. 1 .33 FROM B.R
T� 'I S St I IN UNI r, AMU S11A1L NOF BE RiLIEO IN'ON IN ANY OINfR MAY, Dk SIGN JO THE TRUSS ERtCIION(ONIPAI TOR. � -•••,•�\
.-;� ► -► 1 I -- :1!. _ 1 UNAI I ,.CIPIf .W MOUb ., �E {...0 I7:q r `4_ (111 ,.
,1 IRU•. 1111111 .IInN
1 0/5/L 14-1 KI Y 114 IIIE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR
1011 CHORD 7x4 S11 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC)
1101 CHORD 7x4 SP bl Dcnse UIII.IFT (LB): 910 710
WI BS 7x4 S11 #3 BRG.LOC (FT) : 0.00 13.75
TRUSS DESIGNED FOR 110 MPH WIND, 22.74 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM).
PREDICIII) HORIZON[AL MOVEMENT IS 0.22" DUE TO LIVE LOAD ENCLOSED BUILDING.
AND 0.09" DUI, 11) DIAD LOAD Al ONE SUPPORT,
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD.
#1 Jill' D(.Si(;NI0 10 SUPPORI 0/-00.00 JACKS WITH NO WEBS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1217.13 LBS.
5X5m
3X80 3X8e
6 —16
3X8(A1)� 3X8(Al)ft
5X7=
5X70 5X7- 20-9-12
43
L-2-0-0--
7-0-0 7-0-0
3-3-8 1-5-0 3-3-8
14-0-0 Over 2 Supports
R=1408 W=3,5" R-1217 W=3"
III IY1T. A1 )Ine TPI -95 Desian Criteria: TPI 17.3w1 FL/-111-/E/-I- Scale -,375"/Ft.
I C_.1 r_-) U t A r� A A I MPOR I AN I'k k ALPINE LNGINEEREU PRODUCTS, IN( WARN I NG TRUSSES %"lot UIWINC CARE TC LL 30.0 PSF REF R151- -82713
_ SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, (PIETION AND
C_1 r-I 0111AIION IRO" THIS DESIGN OR THESE SPECIFIIATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE ]HIS DESIGN TC DL 7.0 P S F DATE 10/29/96
I-1 C_J L_T t.1 PA1111RE 10 111111,E) THE TRUSS IN CONFORMANCE Will] TPI FOR ADDITIONAL SPECIAL PERMANENT RRACING RE LS ER PF
AIPINL CONNECIOPS ARE MADE Of 20GA 6ALY. SII EI MEETING ASTM OUIRENENTS, UNLESS OTHERWISE IN01I.AIED. TOP ,t1, pTI /.,/1, BC DL 10.0 PSF DRW HCUSR151 96303009
q A6SS GATT LICEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER G 'U�•,Z
O r_� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD ��' NO 039�•� BC LL 0.0 P S F HC-ENG A B E W P F
IONNL(IONS PIR DRAWINGS 150. ISO 6 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHFO RIGID(CITING -• SEE Q �• TOT.L D. 4 7.0 P S F S E O N - 26733
o A L P I N E CONFORM W/APPLICABLE PROVISIONS OF NOS 6 FPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 /oP PROPER TgTC OFe
_Ir\-�1\.\V\1^rte, SUI ON THIS GNAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A(OPY OF THIS ]:•.CZ
s ..gfEm►. DUR"FAAC, 1 .33 FROM B.R
T S S IN OMI Y. ANO SHALL NOT BE RFIiEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONIPA(IOR. �ti•1 II ) ' —1 NAI ur ill( vnn0 . ON 'YF� �p4 �' _ '—'4 n _-4