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Home My WebLink About0450.01 TrussWEBS 2x4 SP #2 44, W5 2x4 SP #1, (A) CONTINUOUS LATERAL BRACING, EQUALLY SPACED ON MEMBER, TRUSSES TO BE SPACED AT 96.0' OC MAXIMUM. WARMING- FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. I n13 JJWU. rKLrMKLD tKUM UUMrU ILK 11vrUI \LUMIJJ 6 DIMLN.JIUH�.)JUHMI I I L. •.. WARNING REACTION EXCEEDS ALLOWABLE -a (**) 2 PLATE(S)HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS, TO BRACE TC F 24.00' OC, BC @ 120.00' OC. DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD. PLAT�1111nn rrrrrr USER MINIMUMS SIZES SHOWN MMEM ER B AY 14AVE I ESN INCREASED TO `ME�(c W: ��/ o •• = No. : 9500133 : :• STATE OF . . DIA \ .` 1uu11 r i '8 PLT. TYP.-WAVE_TPI95 TPI(EMP) QTY= 6 TDTAL= 6 REV. 19.4a SCALE =0.125014 19.0102 ■.WARNING-- TRUSSESRE E EXTREME CAIN FABRICATING, HANDLING, SHIPI INSTALLING AND BRACING REFER TO HIB - G) 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS INSTITUTE, 583 D'ONDFRID DR., SUITE 200, MADISON, WI. 53719) FDR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CICFRD ;:HALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID TC LL TC LL 20.0 PSF TC DL 4,0 PSF REF DATE 03-20-2001 PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON, VI, 53719) FOR SAFETY PRACTICES FBLATE CEILING ..IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. DATE 03-20-2001 6.O THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TLP CHORD SHALL HAVE PRIOR L ATTACHED PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL DIC HAVE A PROPERLY ATTACHED RIGID ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS TC DL 4.0 PSF BC DL PSF DRWG LH FBI Buildings, Inc. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE FBI Buildings, Inc, BC LL 0.0 PSF 3823 W 1800 S PROVISIONS 1F NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPL ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRO GALV. STEEL LH TOT,LD, 30.0 PSF O/A LEN. 48 Remington, IN 47977 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERVISE LOCATED ON THIS DESIGN, POSITION CD4ECTC RS PER DRAWINGS 160 A -Z THE SEAL ON THIS DRAWING INDICATES ❑/A LEN, 400508 1.15 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON 219-261-2157 Phone ACCEPTANCE IF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS C13NPONENT DUR,FAC, ACCEPTTATHIS NCE OFOPROFFEES IONALCENGISPER NEERINGA RESPONSIBILITY SOLELY4FORTHEITRUSS CCOO+POOEINNTT�S SPACING 96,0' TYPE CONN 219-261-3193 FaxDESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING NG I/TPI 1-1995 SFrTION 2. SPACING 96,0' WEBS 2x4 SP #2 DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD. I W3X4(BV 2'11.9 12 5 W2X4 m W=5'8 TAG = = T5 PLT, TYP,-WAVE_TPI95 I11FB1 FBI Buildings, Inc. 3823 W 1800 S Remington, IN 47977 219-261-2157 Phone COPYRIGHT FBi Buildings, Inc. 6' 5'10' TPI(EMP) JODI(b3VE47) LUCK Farms / 40' 5-1/2' Mono THIS DWG. PREPARED FROM COMPUTER INPUT' (LOADS & DIMENSIONS)SUBMITTED BY TOP CHORD 2x8 SP SS (*Ir) 1 PLATECS) HAVE BEEN REPOSITIONED BY THE BUT CHORD 2x8 SP SS WEBS 2x4 SP #2 IW3, W5, W7, WB 2x6 SP #11 TRUSS DESIGNER. SPECIAL POSITIDNING REQUIRED. TRUSSES TO BE SPACED AT 96.0' OC MAXIMUM. (A) CONTINU10US LATERAL BRACING, EQUALLY SPACED ON MEMBER. PLATES SIZES SHOWN MAY HAVE BEEN INCREASED TO MEET DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD. USER DEFINED MINIMUM MEMBER BITES. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 011,n1►rrfr?�� • No. = • : 9500133 so PLT. TYP: WAVE-TPI95 TPI(EMP) QTY= 18 TOTAL= 18 REV_. 19.4a SCALE =0.1875 2 19.0102 ..WARNING.. TRUSSES REQUIRE EXTREME CAE IN FABRICATING, SHIPPING INSTALLING BRACING REFER TO HID -91 (HANDLING INSTALLING AND BRACDrp, PUBLISHED BY TPI (TRUSS TC LL TC LL 20.0 PSF REF TC DL PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON, VI, 53719) FOR SAFETY PRACTICES PSF ;DATE 03-20-2001 BC DL DATE 03-20-2001 IIIFBAND � THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TLP CHORD SHALL HAVE PRIOR L ATTACHED PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL DIC HAVE A PROPERLY ATTACHED RIGID 0,0 TC DL 4.0 PSF DRWG 28.0 PSF !3/A LEN. 12 CEILING. ..IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS i BC DL 1.0 PSF FBI Buildings, Inc, DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE E C BC LL 0.0 PSF LH 3823 W 1800 $ PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE CIF 206A ASTM 4653 GR40 GAIN. STEEL TO1.LD, 25.0 PSF ❑/A LEN, 400508 Remington, IN 47977 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON DUF'.FAC. 1,15 219-261-2157 Phone ACCEPTTATHIS NCE OFOPROFFEES IONALCENGISPER NEERINGA RESPONSIBILITY SOLELY4FORTHEITRUSS CCOO+POOEINNTT�S 219-261-3193 Fax DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING.IS THE RESPONSIBILITY 12F THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. SPACING 96,0' TYPE f'lOno TRUSS DRAVlING (T-1) TRUSS DRAWING (Tw4wilt 2'107 2'10'7 V4X5 T QTY= iMi;) 1JMU. rKLYAKLD NKUM LLJMrUILK INPUT (LOADS & DI IN LIEU IF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC IM 24.00' OC, BC Q 120.00' OC. TRUSSES TO BE SPACED AT 96.0' OC MAXIMUM. PLATES SIZES SHOWN MAY HAVE BEEN INCREASED TO MEET USER DEFINED MINIMUM MEMBER BITES. W2 5'10' TOTAL 2 M W3x4(Bl) R-1344# 1 V-5'8 TRUSS DRAWING (T-3 `�111N11/1►rrrrr Es W. ?.O% No. • 9500133 STATE OF �0•• .��. .A ••�'D I ANA •\'`�`�`. TRUS REV. 19.0102 S�} _ SCALE =y 5 3046 TC LL 20,0 PSF ;REF TC DL 4.0 PSF ;DATE 03-20-2001 BC DL 4.0 PSF DR 1./3 BC LL 0,0 PSF LH TOT LD. 28.0 PSF !3/A LEN. 12 DUR.FAC. 1.15 i TRUSS DRAWINGS v TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #2 DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD. NH1S JJWU. rKLFAKLD .KUM LUM'JILK INruT (LOADS & DIMENSIONS)SUBMITTEI TO BRAUC � STRUCTURAL 4.O'C, BC @ 120 00BOC CEILING USE PURLINS TRUSSES TO BE SPACED AT 120,0' OC IAXIM UM. PLATES SIZES SHOWN MAY HAVE BEENINCREASED TO MEET USER DEFINED MINIMUM MEMBER BITES, 1111111111►IFFY W, G,•sr�RFa�Ty,��: No. 0 : 9500133 �b :• STATE OF • AL Irwr� ►► 6'3'14 6'3'14 1'4.2 2'2'6 2'9'6 2'9'6 �- 2'2'6 1'1'2 W4X5 12 sF,- W2X4 V2X4 N14X7(Dl) iv W4X7(DU - 1'4'2 --}�-- R=1898# IW=I' PLT, TYP,-WAVE TPI95 I11FB1 FBI Buildings, Inc, 3823 W 1800 S Remington, IN 47977 219-261-2157 Phone TPI(EMP) 4'11'13 13 4'11'13 QTY= 1 TOTAL= 1 R.Issei I W.r TRUSS DRAWING (T-4) I BY REV, 19.4a SEQ = 14518 SCALE =0.5000 TC LL TC DL BC DL BC LL TGT.LD, 20.0 PSF 4.0 PSF 6.0 PSF 0,0 PSF 30,0 PSF REF _ DATE 03-20-2001 DRWG LH O/A LEN, 120713 DLIR,FAC. 1.15 C/) W Ln •.w ro Z c LE E p) O xx IA r a. LL Lnn �..= oC co CD C/) 3 co z '� o ' SCD_= m Uj U) v�Cz T- (� E C 0 ry- LL Cb(V r r '- (n CC N N � •.w DRWG FILE NAME: 630245 ro Z c LE � p) O xx IA r a. LL Lnn Im -' C CZ NM 0- Lo (7) C ' C NMS O ' m COO CA CC NNZ m0_- NErnrn-0 LL Cb(V r r '- (n CC N N � DRWG FILE NAME: 630245 DRWG START DATE: 03-01-01 DRAWN BY: Chad SHEET: S-501 FBi PROJECT #: 630245