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THIS DWG. PREPARED FROM COMPUTER INPI
IN LIEU OF RIGID SHEATHING USE PROPERLY I
BRACE TC @ 24.00' OC & BC @ 120.00' �C.
TRUSSES TO BE SPACED AT 96.0' OC MAXIMUM,
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R=504 # W=7'8
DESC, = 42 STAND PLUS
PLATE-WAVE_TPI95 TPI(STD) QTY= 1 PLIES= 1 T❑TAL= 1
WARNING� TRUSSES REQUIRE EXTREME CARE IN FABRILATION, HANDL2NG, SHIPPING, II4STALL]NG AND �tAL1NG. REFER T�
91 (HANDLING INSTALLING AND &tACING). PUBLISHED BY TPI tTRUSS PLATE INSTITUTE� 363 D'ONffRID DR�. SUITE 200, -
' �� S�1 . VL 53719). FIX2 SAFETY PRACTICES PRI[St TO PERP�RMING T1fSE :UNLTIDNS� UNLESS OTFERVISE It�QCATED.. T� }�
F�2D SHALL HAVE PROPERLY ATTALFED STRULTURAL PAIffLS. HQTTUM CHORD SHHLL HAVE A PR�ERLY ATTAC!£D RIGID
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FBI Buildin S� TY1C, �'�IMPORTANT�� FURMSH A COPY � DESIGN TO TFE INSTALLATIDN CWTRACT�R. ALPBff ENGp1EERII1G PR�UCTS, INC.
3823 W iBOO S SW�L� �T BE RESPWSIBLE F'� ANY DEVIATION FR�f T1QS DESICdJI ANY FAILURE TO BUILD TFE TRUSS IN COIiQ2MANCE VITN �
l INt FABRICATING. HpNDLING. SFQPPING.INSTALLING AND BRACING � TRUSSES. THIS DESIQI COtFQtI� VITH APPLICAHLE� . ��.
Rertln ton, IN 47977 SIDNS OF NDS CNATIONAL DESIGN SPECIFICATIDNS PUBLISFED BY TF� AIERICAN FOREST A1� PAPER ASSOCIATION) A1�
9 ALPIIE COMECTa2S ARE MADE OF 20 GA ASTN A653 GR40 GALV. STEEL, EXCEPT AS 1A1TEA APPLY L�R&"CTORS TO EflCN � �"
219-261-Z157 Phone ACE ff TRUSS, AND UNLESS QTHERVISE L�ATED ON THIS DESIGN. POSITI�! CON��ffCTQtS PER DRAM]NG 160 A—Z THE SEAL
219-261-3193 Fax T�S DRAVAJG II�ICATES ACCEPTANLE OF PRffESSIDNAL ENGIIffER2NG RESPONSIBILITY S�ELY :'Qt TF� TRUSS COMPQ�EWT �,,'
GN SFflVN. T1E SUITABILITY MID USE � THIS CDIP�NT FOR ANY PARTICULAR BUILDIIJG ES TFE RESPWSDILITY ff T{E �: �
BUILDIIJG DESIG�ER. PER ANSI/ TPI 1-1995 SECTIQJ 2. -
TRUSS DRAWING
SCALE: N.T.S, ti ��� 3��
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NON-FUNCT. CUPOLAS
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SEQ = 16909
REV. 18.2e6 SCALE =0.1935
TC LL 25.0 PSF REF
TC DL 4,0 PSF DATE 10/06/98
BC DL 1,0 PSF DRWG
BC LL 0�0 PSF MLH
T�T.LD, 30,0 PSF ❑/A LEN, 42
DUR.FAC. 1,15
SPACING 96.0' TYPE C�MN
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END PADS ARE :
I 4'0 x 4' CONC. PAD ;_
SIDE � CORNER PADS ARE :
I 6'0 x 6' CONC. PAD
POST SCt1EDULE:
3-PLY 2x6 - 6'- I 0"
DOORS:
Oj -3068 CANNONBALL WLK. DR. W/
22'k36' 9-IJTE WINDOW
RO. 38' x 82 I/4'
O- I 8' x 8' RAYNOR DECADE O. fi. D.
RO. I T-1 I I/2' x 18'-0 I/2"
FROM BLDG. REF. GRADE
NOTES:
VENTA-RIDGE @ PEAK
I 2" END OVERFiANG W/
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NON-VENTED SOFFIT
I 2" SIDE OVERFIAN6 W/
VENT€D SOFFlT
36" x 36' METALWORKS CUPOIA W/
WEATIIERVANE
DIAGONAL (42'-0' x 56'-O")
70'-0"
USE ALTERNATING SCREW
PATTERN ON SIDES � ROOF
S i L LAP STi EL LAP
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' STEEL IAP STEEL LAP
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DEPT OF COMM.�t�ITY SERVICES
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DRWG FILE NAME: FLOOR PLAN
DRW6 START DATE: 1/15/01
�wawN BY: RYAN
SHEEf:
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FBi PROJECT #: 63�244
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DRWG FILE NAME: ELEVATION
DRWG START DATE: 1/15/01
DRAWN BY: RYAN
SHEET:
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FBi PROJECT #: 630244