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HomeMy WebLinkAbout000-000-0167229 D'a'ntoni Road P.O. Box 5010 - Marysville, CA. 95901 ',Thone:- 916-743-8855 iF,A,X-t:.-,,',,9ili'.6"m'7t',43-8856 ITF Crf 9ff LO Cc an 111ccc ou III a tciiionnn "El APPROVED WITH Dat. Salesperson Designed By: EXCEPTIONS AS NOTED D REJECTED RESMIg AG ti Z Reviewed nnig fnr gnprni r-nwpQqG@. with the desir-yn Cnnrppt, compliance with the information gi n in the contract documents. Any act' ;n Project/Job. Client shown is subject to the requiremei ts of the plans and specifications. Cin - tractors responsibility includes, bmt is -77 -aaWWRW W. &Aetiq*mis Y hick sh I (-,A I ,jt rca=i be confirmed and correlated by f' twesiep M 09 job 90e, Feb ication cesses and techniques of cmomnmstr A, that of all other trades and so s. factory performance of his wo" Phone phone By Dad 3 FA' 4 Contact: ROBERT B. HEATON AlrChiteet �� � �P I Floor of."' I a' Customer STORAGE/M4 WO: E144 HOMEWOOD TRUSS MASONIC Customer: MASOMC HALL /3 Scale: 3/32" = 1' Dsgnr: BW Csk: EP Date : 12/02/93 TC Live 16.0 psf 9��r? �`� , Via' ..�,•Z 13 �� • .7 ,�' �. ` .t y BC Live 10.0 psf O.C. Spacing: 24.0" MARYSVILLE CA 95901 BC Dead 8.0 psf Design Criteria: UBC 916 742 8865 ..fir. A uOmponents ff i.�• '.� Roofline 3D Layout ;. Rc::3- U. HURL ',System :: ,,C 067- 40-0-0 LQ 40-0-0 Y. Customer STORAGE/M4 WO: E144 HOMEWOOD TRUSS MASONIC Customer: MASOMC HALL /3 Scale: 3/32" = 1' Dsgnr: BW Csk: EP Date : 12/02/93 TC Live 16.0 psf DurFac - Lbr: 1.25 HOMEWOOD TRUSS TC Dead 9.0 psf DurFac - Pit: 1.25 7229 DANTONI BC Live 10.0 psf O.C. Spacing: 24.0" MARYSVILLE CA 95901 BC Dead 8.0 psf Design Criteria: UBC 916 742 8865 TOTAL 43.0 psf A uOmponents Y. -Uplift Reactions -84 -B4 TRUSS DESIGNEDWFOR'10�PSF BOTTOM CHORD ILIVE'LOAD,JACTING NONCONCURRENTLY WITH TOPICHORD ILIV�E �LOA0. f } 41 e; THIS'TRUSSIIS`OESIGNED�USING'THE'ASCE u 7-B8aCODE..MIC NIND-;SPEEDn-75. MPH. c �-PLATING BASED ON^GREENILUMBER AT TIME OFIMANUFACTURE. �. ill- �f � - "*• ' �iT`F3 14 " EXP 11 MI' :I 1 • . T 6-4-1, 5-7-15 E , 5-7-15 -_ 6-4-1 R4052 SPECIAL PLATE POSITIONING CHART vJOINTC ':x:. llnl•: " Y: (int ANGLE ---'-- ------ 2.57 -1 -20- --O-O 3 0.00 -3.79 90.0 5 -2.57 LUMBERISPECIFICATIONS Top Chtl Bottom.Chd Webs ' fir• Top'•Gh'tlrdL2x 4 TI: •8'OF-L'"•: "" -T 1- -1634 8 1- - 1508 ' N I -:"-377: N 2 - •"356 • Standard .untform'boadIng (PSF) •Bot•Chord 2x 4 IT 92 DF -L T 2- -1302 B 2- 1070 N 3 e' 356 M 4 . -377 'TCLL 16.0; TCDL - 14.0: BCDL - 8.0: �j Mob Piece 2x 4 It STUD DF -L T 3- -1302 B 3- 1508 ` „ Increase - 1.250 i T 4- -1634 FAnn ICAII011 SHALL COMPLY NI IIt INF. OUALIIY CONIROL MANUAL' 01 InUSMAL IRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATI SPECIAL CUTTING ONLY LAtEPAL BRACING PEOUIRF.O OF INDIVIDUAL 11 . A TrusPlus Design LIVE LOAD DEFLECTION BASED ON L/360 r n115 DESIGN ASSUMf.S tE IOP CIIOPO 10 BE CONTINUOUSLY BnACFD BY ! IID nIG1U CF IL IIIG IS APPI IED DIRECTLY 10 THE BOTTOM CHOnO. It SI Top Cho Bottom Cho Webs I D'-0' PERSONS EnEC11NG TRUSSES AIF. CAUTIONED 10 SEEM P110FESS11 DIIAC IIIG MIIICl/ IS AL MAYS REOU RI O 10 PIII.VENI TOPPLING AND 'DOM DMGI CQ C BEARING REQUIREMENTS T 1- 0.438 B 1-'0.583 N 1 - 0.163 N 2 - 0.109 APPI 191 ANO/On CAUSE CONNRCION PLATE COIInOSION. CAMBI .Pn11C 10115 APPI ICU ION OF EIPFRIFNCF AND IIEREFOnE 15 OUTSIDE. BEARING ACT. SIZE REO. SIZE LBS T 2- 0.426 8 2- 0.506 N 3 - 0.109 M 4 - 0.163 S1 24/24 MASONIC HALL - CHICO ;a B1, 3.50 In. 1.50 In. 1042 T 3. 0.426 8 3. 0.583 ALL DIMENSIONS ARE TO OE VEA010 V Itt /� 1 �TOCL aL' : '3.50 In. 1.50 In. 1042 T 4- 0.438 -Uplift Reactions -84 -B4 TRUSS DESIGNEDWFOR'10�PSF BOTTOM CHORD ILIVE'LOAD,JACTING NONCONCURRENTLY WITH TOPICHORD ILIV�E �LOA0. f } 41 e; THIS'TRUSSIIS`OESIGNED�USING'THE'ASCE u 7-B8aCODE..MIC NIND-;SPEEDn-75. MPH. c �-PLATING BASED ON^GREENILUMBER AT TIME OFIMANUFACTURE. �. ill- �f � - "*• ' �iT`F3 14 " EXP 11 MI' :I 1 • . T 6-4-1, 5-7-15 E , 5-7-15 -_ 6-4-1 R4052 SPECIAL PLATE POSITIONING CHART vJOINTC ':x:. llnl•: " Y: (int ANGLE ---'-- ------ 2.57 -1 -20- --O-O 3 0.00 -3.79 90.0 5 -2.57 1.20 0.0 =0-3-15 QROfESS10N -. L. M ESS CF/ 2 1/94 ...'CIV11- .... —or CAUE���\P ON THIS DESIGN MFET OR EXCEED THE BY THE LOCAL BUILDING CODE OR MENSIONAL ACCURACY, VERIFY ILL 6. 18• OR 20 GAGE AS SPECIFIED USS PLATE INSTITUTE IIPII AND THE 0 BE EOVAILY OIVIDEn. Ah. OENOIES MRFNS IS NOTED ON THIS DRAMING G UNLESS 0111EPWISF SIATEV wHFnF SPACED Al INTERVALS NOT EICEf DING ICE REGARDING TEMPORARY FPFCII011 RFFFR t0 enACING WOOD TRUSSES CERNING PROPER FIELD FRECIION. F THE TRUSS 10 PREVENT IMPROPER CAUSE 111E MOISTURE CONIENI OF IME 2445 2445 4-0-0 R1. 2-0-0� a 0-0 10-0-0 10-0-0 r 24-0-0 OVERALL SPAN �J tit PLATE CODE SPACING DATE i •"n� 85000 NCC-LDG 24.00' O.C. 12/7/93 IT IS IHE RESPONSIBILITY OF 011EPS f0 ASCERTAIN THAT THE LOADS U' ACTUAL DEAD LOADS IMPOSED BY IPE STRUCTURE ANn n1E LIVE LOADS NIStOn ICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED ` „ UI MF. N51011S PRIOR 10 FABRICATION. C41NTECIOH PLATES SHOWN ARE 11 FAnn ICAII011 SHALL COMPLY NI IIt INF. OUALIIY CONIROL MANUAL' 01 InUSMAL IRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATI SPECIAL CUTTING ONLY LAtEPAL BRACING PEOUIRF.O OF INDIVIDUAL 11 . A TrusPlus Design T n115 DESIGN ASSUMf.S tE IOP CIIOPO 10 BE CONTINUOUSLY BnACFD BY ! IID nIG1U CF IL IIIG IS APPI IED DIRECTLY 10 THE BOTTOM CHOnO. It SI SYSTE"C I D'-0' PERSONS EnEC11NG TRUSSES AIF. CAUTIONED 10 SEEM P110FESS11 DIIAC IIIG MIIICl/ IS AL MAYS REOU RI O 10 PIII.VENI TOPPLING AND 'DOM DMGI CQ C • arjJ 1RUSWAL SYSTEMS CORPORATION COMMENTARY AND RECOMMENDATIONS IIP11 wHEAE CONFUSION MAY C CI FARIr MARK INIFn10R BEARING LOCATIONS. CANTILEVFRS. AND THE I INSTALLAI IGN, IRUSSF.S SHALL Noi 01. PLACLO IN ANY ENVIRONMENT 111, MOOD TOS 341L04;" J APPI 191 ANO/On CAUSE CONNRCION PLATE COIInOSION. CAMBI .Pn11C 10115 APPI ICU ION OF EIPFRIFNCF AND IIEREFOnE 15 OUTSIDE. S1 24/24 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 Oty - f rues name - '.j ALL DIMENSIONS ARE TO OE VEA010 V Itt /� 1 �TOCL :UMPONENT MANUFACTURER, ARCHITECT, ANO/Ok ' IK"ING WMACTf1R PRIOR TO FABRICATIOk " QROfESS10N -. L. M ESS CF/ 2 1/94 ...'CIV11- .... —or CAUE���\P ON THIS DESIGN MFET OR EXCEED THE BY THE LOCAL BUILDING CODE OR MENSIONAL ACCURACY, VERIFY ILL 6. 18• OR 20 GAGE AS SPECIFIED USS PLATE INSTITUTE IIPII AND THE 0 BE EOVAILY OIVIDEn. Ah. OENOIES MRFNS IS NOTED ON THIS DRAMING G UNLESS 0111EPWISF SIATEV wHFnF SPACED Al INTERVALS NOT EICEf DING ICE REGARDING TEMPORARY FPFCII011 RFFFR t0 enACING WOOD TRUSSES CERNING PROPER FIELD FRECIION. F THE TRUSS 10 PREVENT IMPROPER CAUSE 111E MOISTURE CONIENI OF IME Al I eFs i0 8E. VERVED 911 TW :041PONIEt!i (::,;;!;rAC(U;;�(. ARCHITECT, AND/OR 111ILDING CONTRACTOR PRIM TO FABRICATIOb" PLF LOADS ARE PER TRUSS OVER A MI1TIMUM OF 3 A03ACENT TF'JSSES. LUMBER SPECIFICATIONS Top Cho Bottom Cho Webs SPECIAL PL-TE POSITIONING CHART - jr-, Chord 2x 4 W �t 6 BTR. DF=C - - T 1= 5070 1--476 w I _ -2E-7 w 3710 - - ••Standard Oviform Loading -(PSP) '. JC1ll2T♦ ... ,..., r: Ilnl' ANGLE •• Bot Chord 2x 4 W •1 6 BTR. DF-L 2= -3132 B 2= -476 w 3 = -253 W q = -1105 TCLL 16.0: TCDL = 14.0; BCDL f0 0; ------ ------ ------ ------ BC Piece 2 3 T 3- -3192 B 3- 3764 W 5 338 w 6 = 1276 1 2.65 2.76 9.2 2x 4 IF SEL. STA. DI T 4- -4232 B 4- 5462 W 7 -4024 W 8a= -184 Uniform Loads PLF Load Case 1 14 -5.32 -3.61 1.2 Web Piece 2x 4 IF STUD OF-L T 5- 0 8 5- 5898 W 8b= 615 W 9 - -630 Initial Final Start End Dir. 14 -3.50 -13.33 0.0 WEB Piece 2 18 T 6- -5463 8 6= 5681 W10 - 140 Wit - -355 TCDL 30.0 30.0 31.00 36.00 V 2x 4 IF 02 OF-L T 7= -5982 B 7- 3911 W12 - 530 W13 = -986 TCDL 30.0 30.0 46.50 51.50 V T 8- -5981 B 8- 0 W14 - -349 W15 - 1679 Increase - 1.250 T 9= -5012 W16 = -2026 W17 = -396 LIVE LOAD DEFLECTION BASED ON L/600 T10= -5012 WIG = 3499 Wig - 80 BEABEARINGRING ACT. SIZESMENTS REO. SIZE LBS 111 -2714 T12- -2714 W20 = -1979 HORIZONTAL WIND REACTION =205# 82 5.50 In. 2.95 In. 2764 TYP. RESISTED BY CONNECTIONS TL 3.50 In. 1.52 In. 2473 If MEMBERS SHOWN BY WHERE REQUIRED. Top Chd T 1- 0.208 T 2= 0.282 Bottom B 1. B 2= Chd 0.085 0.304 W 1. W 3 = Webs 0.502 0.067 W 2- W 4 = 0.655 0.769 TO ROOF DIAPHRAGM BY OTHERS. QRpfESSlO/y Q q( M �� ES T 3= 0.292 B 3- 0.752 W 5 = 0•.103 W 6 - 0.392 1X4 CONTINUOUS LATERAL BRACING ATTACHED WITH TWO (2) Bd NAILS. T 4= 0.611 T 5- 0.228 B 4. B 5- 0.600 0.898 W 7 - M Bb= 0.901 0.189 W Ba- W 9 - 0.039 0.329 T 6= 0.744 B 6= 0.881 W10 - 0.043 Wit - 0.248 WHERE CONFUSION MAY EXIST CONCERNING T 7- 0.974 B 7- 0.895 W12 - 0.163 W13 - 0.529 PROPER FIELD ERECTION, CLEARLY MARK T 8- 0.925 B 8= 0.319 W14 - 0.259 W15 - 0.516 INTERIOR BEARING LOCATIONS• CANTI- T 9- 0.817 W16 - 0.983 W17 - 0.313 LEVERS, AND THE CHORDS OF THE TRUSS TIO- 0.924 WIG - 0.618 W19 - 0.024 J31/94 TO PREVENT IMPROPER INSTALLATION. 111- 0.973 W20 - 0.605 T12- 0.81.1 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING MAKE PROVISIONS CIVJL IS ATTACHED. FOR ADEQUATE 9r ��\Q EOF END VERTICALS ARE DESIGNED FOR AXIAL DRAINAGE. .25/12 LADING 20-10 PSF CALIF LOADS ONLY. CAUTION) EXTRA CARE IS REQUIRED 4-4-8 4-0-0 6-1-12 4-3-0 5-7-0 4-7-0 DURING HANDLING AND ERECTION OF 4-7-8 5-1-12 5-5-8 4-1-8 5-5-0 8-3-8 THIS TRUSS. THE ^ESIGN C< TET!POnAn'.' 6 PE9MA!•IENT 4 -�7-2445 0.25 BHACING ALC;hi WITH THE SUPERVISION OF _'2- THE TRUSS ERECTION IS BY OTHERS. DUE 8150 4060 R1630 4852 81630 5660 81630 4f TO THE MAGNITUDE OF THESE TRUSSES IT q07 * 3285 1-2-15 IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR 8-5-8 4852 ARCHITECT BE RETAINED FOR THESE R163 1F FUNCTIONS. 1f B 5-7-0 409 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH 0-5-8= TOP CHORD LIVE LOAD. 3252 M 32150 4890 4060 5690 5690 48120 R2445 THIS TRUSS IS DESIGNED USING THE ASCE 82475 7-88 CODE. BASIC MIND SPEED -75 MPH. 4-9-4 6-3-8 9-8-8 8-0-0 RECEIVED PLATING BASED ON GREEN LUMBER AT TIME 4-2-121 -22-12 9-0-0 9-8-8 10-0-0 OF MANUFACTURE. VU ,.BI. 1 - - - 62-0-0 OVERALL SPAN `'1 AN 41994 SLATER PLATE CODE SPACING DATE 85000 NCC-LOG 24.00' O.C. 12/13/93 I1 IS 114E RESPONSIBILITY OF OTHERS TO ASCERTAIM THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEEO THE ACTUAL OLAO LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HI;IODICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED UIMEN;10115 PRIOR TO FABRICA110N. COIOIECIOn PLATES SHOWN ARE 1AD11ICATION SHALL COMPLY WITH TIE 'QUALITY CONTROL MANUAL' FOR DIMENSIONAL ACCURACY VERIFY ALL IRUSWAL jr, 10. OR 20 GAGE AS SPECIFIED OF THE TRUSS PLATE INSIItUIE 11PI) AND THE TPUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNA4.0 AnE TO BE II D1v1UEn. � OENOffs SPECIA1. T SKTIIS ALTIRISWAI CUIT;NG ONLY LATERAL BRACING REOUIRF.O OF INDIVIDUAL TRUSS MLMBFn.- IS NOTED ON THIS ORAWING DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACFO A TrusPlus Design BY RIGIU CFIL111G IS APPLIED DIRECTLY TO THE BOTTOM CHORD. I1 SHFAT14ING UNLLSS OTIEPWISF S'AIEU WMEPE SHALL BE BRACED AT INTERVALS ^TUT ETCEFDING ,--_F w 1RUSWAL SYSTEMS c ME10 :.:J CORPORATION 1O 10'-0• Pf RSONS ERECTING TRUSSES ARE. CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY F.nFC110N OHAC TNG WHICH IS ALWAYS REQUIRED 10 PREVENT TOPPLING AND 'OOMINOING' RTFfR 70 'BRACING WOOD TRUSSES LtM IJIIAR" AND RECOMMF.NOAT IONS- (1P1! WHERE CONFUSION MAY EXIST CONCFRNING PROPLR FIILD FRECTION. CIf Ant( MARK INIF.RIOR BEARING LOCATIONS. CANTIIF-Vf RS. AND THE CHORDS Of INF TRUSS 10 PREVLNI IMPROPER I PLACEOIN AY ENVIRONMENT THATWWILLHENCNECESSARY. w000A AlxCLFO °WG' CA 0i 347 fall. 8 TO 191SAND/ORACAUSE CONNECTOR81: CDONTEN7 OF THE PLATENCORROSION. CAMBER. IST BESTCETERMINED B jUOICIOUS APPLICATION OF EXPERIENCE. AND IHEREFORE 15 OUTSIDE THE SCOPE OF RESPONSIBILttY OF TRUSWAL Al MASONIC TEMPLE - CHICO / HOMEWOOD / Version 3.80 Oty - 1 Truss name - Al I eFs i0 8E. VERVED 911 TW :041PONIEt!i (::,;;!;rAC(U;;�(. ARCHITECT, AND/OR 111ILDING CONTRACTOR PRIM TO FABRICATIOb" LUMBER SPECIFICATIONS Top Chu Bottom Chu webs -� Top Chord 2x 4'W f! G BTR'.. DF -L T 1- 507 B 1- -476.- W v - =3055 N 2 � '4303' Standard Uniform';[oauing (PSF)'•. - t12' COMPLETE TRUSSES.REOUIRED! ' Bot Chord 2x 4 r t1 G'BTR. DF -L T 2= -3782 B 2= -476 ' N 3 = -259 w 4 = -1366'- TCLL = 16.0: TCDL = 14.0: BCDL = 10.0:" SPECIAL PLATE POSITIONING CHART BC Piece 2 3 2x 4 W SEL. STA. DF -L T 3- -3782 T 4- -5123 8 3- 8 4- 4497 6777 N 5 - N 7 - 487 -4871 w 6 - w Be- 1615 -184 Uniform Loads PLF Load Case 1 JOINTS Y,: lin) Y: lint ANGLE ------ Web Piece 2x 4 IF STUD DF -L T 5- 0 8 5- 7451 W Bb- B63 w 9 - -974 Initial Final Start End Dir. --- ------ 2.85 ------: 2.76 9.2 WE8 Piece 2 18 T 6- -6778 8 6- 7297 W10 - 234 wit - -419 TCOL 40.0 40.0 24.29 62.00 V I 14 -4.57 -3.59 1.2 2x 4 w f2 DF -L T 7- -7590 B 7- 5059 W12 - 515 W13 - -1209 Increase - 1.250 0.0 T 8- -7590 B 8- 0 Wf4 - -550 W15 - 2162 LIVE LOAD DEFLECTION BASED ON L/360 14 -3.50 -13.33 T 9= -6477 W16 = -2570 W17 - -629 T10- -6477 WSB - 4565 W19 - 80 BEARING REQUIREMENTS T11- -3540 W20 - -2622 BEARING ACT. SIZE REG. SIZE LBS T12- -MAO T.C. LOADING 20 LL - 10 DL 82 5.50 In. 1.68 In. 3145 .25/12 TL 3.50 In. 1.50 In. 3288 Top Chu Bottom Chu webs NHERE CONFUSION MAY EXIST CONCERNING T 1- 0.104 T 2= 0.117 B 1- B 2- 0.040 0.140 w t - W 3 - 0.272 0.024 N 2 - W 4 = 0.380 0.169 PLF LOADS ARE PER TRUSS OVER A QROFES PROPER FIELD ERECTION, CLEARLY MARK T 3- 0.122 B 3- 0.423 w 5 - 0.074 w 6 - 0.248 �`� INTERIOR BEARING LOCATIONS, CANTI- T 4- 0.240 8 4- B 5- 0.467 0.527 W 7 - w Bb- 0.620 0.132 W ea- w 9 - 0.016 0.176 MINIMUM OF 3 ADJACENT TRUSSES. `� �,. M LEVERS, AND THE CHORDS OF THE TRUSS T 5- 0.114 0.522 W10 - 0.036 Wit - 0.051 �� 5 TO PREVENT IMPROPER INSTALLATION. T 6- 0.385 T 7- 0.436 8 5- 8 7- 0.522 W12 - 0.079 X13 - 0.223 REQUIREDTAT 224'CONTINUOUS AL BRACING D.C. IF NOLR GID SHEATHING T 8- 0.432 T 9- 0.451 B B- 0.159 X16 - 0.439 W17 - 0.082 HORIZONTAL WIND REACTION = 205# �.aCiti cc IS ATTACHED. TIO111- 0.520 W251 0 - 0.502 wig - 0.012 TYP. RESISTED BY CONNECTIONS LoDSVERTICALSARE DESIGNED FOR AXIAL T12- 0.520 TO ROOF DIAPHRAGM BY ONLY. OTHERS. CAUTION! EXTRA CARE IS REGUIRED MAKE PROVISIONS FOR ADEQUATE DURING HAWLING AND ERECTION OFTHIS TRUSS. DRAINAGE. THE DESIGN OF TEMPORARY G PERMANENT4-4-8 4-0-0 6-1-12 4-3-0 5-7-0 4-7-0 BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS BY OTHERS. DUE 4-7-8 5-1-12 5-5-8 4-1-8 5-5-0 6-3-8 TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A 12 RECISTCRED 'R`-`FESSIONAL ENGINEER DR a 12 ARCHITECT BE RETAINED FOR'TFFSE (_ 2445 .' 0.25 FUNCTIONS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH 8-5-B TOP CHORD LIVE LOAD. UNIT SHALL CONSIST OF (2) MEMBERS FASTENED TOGETHER WITH 10d NAILS AT 12' OC THROUGH- OUT. EACH MEMBER MUST HAVE CONNECTOR 0 -5 -SM ig PLATES BOTH FACES OF EACH JOINT AS SHOWN. 3252 4852 R1630 32105 32120 ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) 82460 EQUALLY TO EACH PLY. 4-9-4 6-3-8 9-8-8 8-0-0 THIS TRUSS IS DESIGNED USING THE ASCE I4_2_12 9-0-0 9 -B -B SO -0-0 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME 62-0-0 OVERALL SPAN OF MANUFACTURE. EXP. "B" PLATE CODE SPACING DATE 85000 NCC-LDG 24.00' O.C. 12/7/93 A TrusPlus Design OWGO CA 341LO47 ASA MASONIC TEMPLE - LW CHICO / HOMEWOOD / Version 3.80 itch, T ,_____I S Y S M••W TRUSWAL SYSTEMS CORPORATION 6490 3245 1-2-15 5-7-0 R2445 I1 IS 714E RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACTUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISIOnICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY VERIFY ALL OIMENSIONS PRIOR TO FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSWAL 16. IB. OR 20 GAGE AS SPECIFIED F ABOICAIIOH SHALL COMPLY WITH 116, 'nUALITY CONIR01. MANUAL' OF 111E TRUSS PLATT. INSTITUTE ITrfi AND 1111 ITIUSWAI. IRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY' UESIGNATLn Anf f0 RI FOUAIIY OIVIOfn � OLNOTLS $PEl'JA. CUIIING ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING THIS DESIGN ASSUMES THE TOP CHORD 10 BE CONTINUOUSLY BRACED BY SHEATHING UNLLSS OTHERWISE. STATED WHERE HO RIGID CF,ILING IS APPLIED DIRECTLY t0 THE Bottom CHORD. 11 SHALL BE BRACED AT INTERVALS NUT EXCEFOING 10'.0' PERSONS ERECTING TRUSSES ARE. CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY F.RFCfION BRACING WHICH IS ALWAYS REOUIREO 10 PREVENT TOPPLING AND 'DOMINOING' RFFfR To 'BRACING -000 TAussis CUMMFHTAnY AND RECOMMENDATIONS* IIPII WHERE. CONFUSION MAY EXIST CONCFRNING PROPER FIT;U FNECTION, L'1 f An[V MARK. INTERIOR BEARING LOCATIONS, CANIILEVf RS, AND THE CHORDS OF 114L TRUSS 10 PRE'�ENT IMPROPER INSIALLAIION, TRUSSES SHALL NOT BF, PLACED IN ANY ENVIRONMENT THAI WILL CAUSE 711E MOISTURE CONTENT OF THE WOOD TO EXCEFO 191 AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBF,R, WHEN NECESSARY. IS BEST DETERMINED BY JUTIICIOUS APPIICAIION OF EXPERIENCE AND INEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL Oty - 1 / Truss name - E144 / 3/32 - ALL DIMENSIONS ARE TO BE VERIFIED BN 1W ,OMPONENT MANUFACTURER, ARCHITECT, ANO/Ok 0M nING CONTRACTna PRIOR TO FABRICATInh , 0 ... LUMBER SPECIFICATIONS Top-Chd Bottom Cho Webs Top Chord' -2x :4 W ./1 6 'BTR'. DF=L "'° •' - • ' Y-1-•• 338, 8::1-'• -317 W-'1 a' -1866'-W 2 -- •2603'.: Bot Chord -2k' 4 -of, 16 BTR. DF -L T 2= -2257 B 2- -317 W 3 = -2095'W 4'=- 3011 BC Piece 3 T 3- -5255 B 3- 0 W 5a- 364 W 5b- 22 2x 4 W SEL. SYR. DF -L T 4- -4468 B 4- 4985 W 6 - -802 W 7 - 1464 Web Piece 2x 4 If STUD OF -L T 5- 0 B 5- 6031 W 6 - -4249 W 9a- -123 T 6- -6033 B 5- 6475 W 9b- 462 W10 - -570 T 7- -6579 B 7- 6112 W11 - 132 W12 - -359 T 8- -6579 B 8- 4465 W13 - 614 W14 - -880 BEARING REQUIREMENTS T 9= -5447 B 9= 1637 W15 - -187 W16 = 1321 BEARING ACT. SIZE REO. SIZE LBS T10- -5447 W17 - -1534 MIS - -270 82 5.50 In. 2.05 In. 1926 T11- -3328 W19 - 2060 W20 - -2504 TL 3.50 In. 1.50 In. 1866 712- -3328 W21 - 1764 W22 - 2501 T13- 0 W23 - -2097 BRACING MEMBERS SHOWN BY r WHERE REQUIRED. Top Cnd Bottom Chd Webs 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 1= 0.138 B 1- 0.055 W 1 = 0.350 W 2 - 0.801 WITH TWO (2) 8d NAILS. T 2- 0.163 B 2- 0.055 W 3 - 0.546 W 4 - 0.926 T 3- 0.559 B 3. 0.045 W 5a- 0.112 W 5b- 0.006 WHERE CONFUSION MAY EXIST CONCERNING T 4- 0.617 B 4- 0.745 W 6 - 0.592 W 7 - 0.450 PROPER FIELD ERECTION• CLEARLY MARK T 5- 0.171 B 5- 0.982 W 8 - 0.951 W 9a- 0.026 INTERIOR BEARING LOCATIONS• CANTI- T 6- 0.648 B 6- 0.842 W 9b- 0.142 W10 - 0.418 LEVERS. AND THE CHORDS OF THE TRUSS T 7- 0.935 B 7. 0.805 W11 - 0.040 W12 - 0.124 ' TO PREVENT IMPROPER INSTALLATION. T 8- 0.810 B 8- 0.814 W13 - 0.189 W14 - 0.659 SPECIAL PLtTE POSITIONING CHART Standard Uniform L•Oading.. (PSFT. JOINT*>_,.X: IIin) _. Y: - (I n) ANGLE TCLL = 16.0; TCDL = 14.0: BCDL = 10.0; ------ --'--=--- ------ 1 2.85 2.76 9.2 Uniform Loads PLF Load Case 1 t5 -3.82 -3.58 1.2 Initial Final Start End Dir. 15 -3.50 -13.33 0.0 TCDL 50.0 50.0 30.00 35.00 V FALSE FRAMING PLATE IS STPL TCDL 50.0 50.0 53.00 58.00 V Increase - 1.250 LIVE LOAD DEFLECTION BASED ON L/360 1611 O.C. .25/12 T.C. LOADING 20 LL - 10 DL PLF LOADS ARE PER TRUSS OVER A MINIMUM OF 3 ADJACENT TRUSSES. T 9- 0.539 B 9- 0.470 W15 - 0.069 W16 - 0.406 USE 20 #2 or BTR FOR OPTIONAL SUPER- REQUIREDDENOTES AT 224•CONTINUOUS IF NOLATERAL RIGD SHEATHING T101- 0.287 W19 - 0.534 W20 - 0.910 STRUCTURE B.C.. W/VERTICALS @ EACH IS ATTACHED. 712- 0.447 W21 - 0.543 W22 - 0.769 PANEL POINT. USE (5)-16 GA STAPLES ON T13- 0.150 W23 - 0.897 END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTION! EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF THIS TRUSS. THE DESIGN OF TEMPORARY 6 PERMANENT BRACING ALONG WITH THE SUPERVISION OF T'� TRUSS ERECTION IS BY OTHEFTS. DUE Tn'TYG YArJ TTffflr K TUrCU T MMCC TT THE VERTICALS MAKE PROVISIONS FOR ADEQUATE DRAINAGE. F4-4-8 F 1-3-1? 1 6-3-8 14-8-15, 4-8-1 1 1 4-8-1 1 i 5-0-11 4-9-4 5-6-8 4-7-3 4-8-1 4-8-1 4-7-7 12 4 Fes...... 24458 0.25- 12 . . :.... IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE FUNCTIONS. 8-5-8 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING.NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. 0-5-8= I gig THIS TRUSS IS DESIGNED USING THE ASCE 32552 7-88 CODE. BASIC WIND SPEED -75 MPH. VERTICAL RUNS THROUGH TO BEARING. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. IIBII 4852 81630 32120 R2" 1-2-0 1-2105-3-8 82460 4-9-4 5-6-8 9-4-2 9-4-2 4-2-12 -5-8 6-3-8 9-4-2 9-4-10 PLATE CODE SPACING DATE 85000 NCC-LDG 15.00' O.C. 12/7/93 11�\ A TrusPlus Design T�w� ,_____, SMEM DWGf CA 341L 0417 10 TRUSWAL SYSTEMS CORPORATION A2 MASONIC TEMPLE - CHICO / HOMEWOOD / Version 3.80 �Z 62-0-0 OVERALL �0 ?RGFESSIO All, MESs� F / z ei gr 7 1 1/94 C1 it. 11 IS THE RESPONSIBILITY OF OTHERS 10 ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACTUAL OEAO LOADS IMPOSED 81 THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISTOnICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL DIMESIONS PRIOR TO FABRICATION, CONNECTOR PLATES SHOWN ARE TRUSWAL 16, IB. OR 20 GAGE AS SPECIFIED fa R6 [CATION SHALL COMPLY WITH THF 'QUALITY CONTROL MANUAL' OF THE TRUSS PLAIT. INSTITUTE ITPII AND THE 1RUSWAI. TnUSCOM MANUAL ALL PANFLS NOT SPECIFICALLY DESIGNATED ARE 10 fll. UA I,T DI VI OE n. OE NOTES SPECIAL. CUTt,NG ONLY LA FERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBFPS IS NOTED ON THIS DRAWING THIS DESIGN ASSUMT.S THE JOP CHORD TO BE CONTINUOUSLY BRACFO BY SHFATHING UNLESS OT14ERWISF S•ATEU WHERE np RIGID CEILING 15 APPLIED DIRECTLY f0 THE BOTTOM CHORD. 11 SHALL BE BRACED At INTERVALS NUT ETCEFOING 10'-O' PF RSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEM PROFESSIONAL ADVICE REGARDING TEMPORARY F.AFCTION BTIACING WHICH IS ALWAYS REQUIRED 10 PAFVFNT TOPPLING AND DOMINOING' RTFIR 10 BRACING WOOF TRUSSES COMMFNTAEEY ANU REL'UMMENDAT IONS' ITPII WHEAT. CONFUSION MAY EXIST CONCERNING PROPER IIILU FRECTION, CIIATIT V MARX INTERIOR BEARING LOCATIONS. CANTIt EVFRS. AND THE CHORDS OF THE TRUSS f0 PREVENT IMPROPER IN 5I AL L AIION, TRUSSES SHALL NOT B1: PLACED IN ANY ENVIRONMENT THAT WILL CADS[ THE MOISTURE CONTENT OF THE WOOD 10 EYCEFD 191 ANO/OR CAUSE CONNECTOR PLATE CORROSION, CAMBER. WHEN NECESSARY, IS BEST OEIERMINEO BY JuniC10U5 APPLICATION OF EXPER IENCF. AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL IOty - i / Truss name ALL DIMENSIONS ARE TO BE VERItILU BY 11I�' :OMPONENT MANUFACTURER, ARE ITECT, AND/Aft 'MMINIG CONTRACTOR PRIOR TO FABRICATION - i LUMBERSPECIFICATIONS Top Chd Bottom Chd Webs SPECIAL PLATE POSITIONING CHART Top Chord. 2x 4'* 42 DF=L'= -' "" `:fi:1� . 507<B_I- -476':�W.A •:_-2018 W 2 - .2692 " Stendard`:Uniforv'loading (PSFT = . JOINT#: E:.i(In)." :' Y: (In) ANGLE' - Bdt Chord 2x 4 W i1 DF -L T 2= -2178 B 2= -476 W 3 =' -259 W 4 = -656 TCLL = 16.0: TCDL = 14.0: BCDL = 10.0: -_---= ------ ------ ------ Web Piece 2x 4 W STUD DF -L T 3- -2178 8 3- 2503 W 5 - 81 W 6 - 694 1 2.41 2.62 9.2 T 4- -2702 B 4- 3202 W 7 - -2569 W Ba- -184 Uniform Loads PLF Load Case 1 12 -4.57 -3.59 1.2 T 5- 0 B 5- 3053 W 8b- 5 W 9 - 215 Initial Final Start End Dir. 12 -3.50 -9.58 0.0 T 6- -3203 8 6- 2007 W10 - -586 W11 - -355 TCDL 30.0 30.0 31.00 36.00 V BEARING REQUIREMENTS T 7- -2709 B 7- 0 W12 - 1242 W13 - -1760 Increase - 1.250 BEARING ACT. SIZE REO. SIZE LOS T 8- -2709 W14 - -257 W15 - 1661 LIVE LOAD DEFLECTION BASED ON L/360 82 5.50 In. 2.25 In. 2108 7 9= -811 W16 = 30 W17 -674 TL 3.50 In. 1.50 In. 1776 T10- -811 BRACING MEMBERS SHOWN BY W WHERE REQUIRED. Top Chd Bottom Chd Webs T.C. LOADING 20 LL - 10 DL T 1- 0.276 B 1- 0.098 W 1 - 0.379 W 2 - 0.828 .25/12 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 2- 0.281 B 2- 0.352 W 3 - 0.067 W 4 - 0.468 WITH TWO czT Bd NAILS. T 0.294 8 3- 0.674 W 5 0.024 W 6 0.213 4= T 4= 0.538 8 4= 0.838 = W 7 = 0.862 N Ba= 0.039 PLF LOADS ARE PER TRUSS OVER A WHERE CONFUSION NAY EXIST CONCERNING T 5- 0.300 8 5. 0.893 W Bb- 0.001 W 9 - 0.066 PROPER FIELD ERECTION, CLEARLY MARK T 6- 0.558 B 6- 0.736 W10 - 0.592 W11 - 0.248 MINIMUM OF 3 ADJACENT TRUSSES. INTERIOR BEARING LOCATIONS, CANTI- T 7- 0.616 B 7- 0.346 W12 - 0.382 W13 - 0.945 LEVERS. AND THE CHORDS OF THE TRUSS T 8- 0.572 W14 - 0.191 W15 - 0.572 TO PREVENT IMPROPER INSTALLATION. T 9- 0.314 W16 - 0.009 W17 - 0.469 eRCDFESSio- 'X' T10- 0.314 9v �yC M DENOTES 2X4 CONTINUOUS LATERAL BRACING ���0 `. ES s REQUIRED AT 24' D.C. IF NO RIGID SHEATHING IS ATTACHED. MAKE PROVISIONS FOR ADEQUATE END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY DRAINAGE. (afihSS TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANIIACTURE. EXP. "B" PLATE CODE SPACING 85000 NCC-LDG 24.00' D.0 4-4-8 4-0-0 6-1-12 1 4-3-0 1 5-7-0 4-7-8 5-1-12 5-5-6 4-1-8 -3-8 4 12 2445 0.25 12 3 18120 3252 R1630 5660 R1630 6490 3245 -11-3 8-5-8 4852 8163 M 7sT7 5-7-0 406 0-5-8= 2445 32120 4890 3252 5690 4890 R2445 8245_9-4 6-3-8 9-8-8 4-2-12 9-0-0 9-8-8 -0- DATE 12/7/93 A TrusPlus Design DWG. CA 1 4 ILU4.7 LLL A3 MASDNIC TEMPLE - CHICO / HOMEWOOD / Version 3.80 47-0-0 OVERALL SPAN Al it IS THE RESPONSIBILITY OF OTHERS 10 ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MFEI On EXCEED THE aC1UAL UE AO LOADS IMPOSEO BY THE SIRUCIURI. AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL DIMENSIONS PRIOR 10 FABRICATION CONNECIOR PLATES SHOWN ARE 1RUSWAL 16. 18. OR 20 GAGE. AS SPECIFIED I ARRICAIION HALL COMPLY WITH THE 'QUALITY CONTROL MANUAL' OF 111E TRUSS PLATT. INSIIIVIE ITPII AND T14L T INIISWAI TPUSCOM MANUAL ALL PANELS NOT SPECIF ICALIY DESIGNATED ARE TO BT FOUAI I.Y Olvl Ofn. A*. DENOTES SPELT AI. CUTTING ONLY LAIEPAL BRACING REOUIREO OF INDIVIDUAL TRUSS ME MBF NS IS NOTED ON I -IS DRAWING THIS OESIG11 ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHEATHING UHLLSS OTHEPWISF Sr ATEU WHEPF NO RIGID CF ILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. 11 SHALL BE BRACED AT INTERVALS NUT EICEFOING 10'-0' PF RSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGAPUING TEMPORARY ERFCTIOv _,�J� EMS ON eC UNG WIII CII I$ ALWAYS REQUIRED 10 PRF.Y'F NI IOPPI. ING ANO DOMINDING' AFTER 10 'BRACING MOOT) TRUS$(S 'AMEMS �7i i�:.L7 C(IMMI;NIANY ANU RECOMMENDATIONS• (1PII WHERE CONFUSION MAY EXIST CONCFRNING PROPLR EII:U FRECTION, CIf ARIr MART; INTERIOR BEARING LOCATIONS, CANTILEVERS, AND THE CHORDS Of IHL TRUSS TO PRE':LNI IMPROPER TRUSWAL SYSTEMS CORPORATION INSIALLAIION. TRUSSES SHALL NOF 01. PLACED IN ANY ENVIRONMENT THAI WILL CAUSE THE MOISTURE CONTENT OF THE WOOD TO LxCEFO 191 ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER, WHEN NECESSARY. IS BEST DETERMINED BY JUDICIOUS APPIICAIION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF IRUSWAL Oty - i / Truss name - E144 - - 11IL11JTVRJ F1nc fU ut YtKIM11 MY :OMPONENT MANUFACTURER, ARCHITECT, AND/Ok 11IRPING CONTRACTnP PRIOR TO FABRICATIOk LUNGER SPECIFICATIONS Top Chd Bottom Chd Webs Tup.:Chord••2x 4 ■ ff 6 BTR.' OF -V' =. :.:• .- Bot :T:I� 507 8.1�. .-476'%W *1•� -2209 W 2 - 2988 '° = Standard::Uniform:'L'Oading.(PSF.Y" 2 COMPLETE TRUSSES - REOUIREDI Chora 2x 4 W f1 DF -L T 2= -2473 B 2=' -476 W 3 = -259 W 4 = -786 TCLL = 16.0: TCDL = 14.0: BCDL' = 10 0: Web Piece 2x 4 IF STUD DF -L T 3- -2473 8 3- 2869 N 5 - 155 W 6 - 863 SPECIAL PLATE POSITIONING CHART T 4- -3147 B 4- 3859 W 7 - -2992 W Ba- -184 Uniform Loads PLF Load Case 1 JOINT/ X: (i n) Y: (In) ANGLE T 5- 0 8 5- 3778 W Bb- 76 W 9 - 117 Initial Final Start End Dir. ------ ------ ------ T 6- -3860 8 6- 2555 W10 - -703 W11 - -419 TCOL 40.0 40.0 24.29 47.00 V 1 2.41 2.62 9.2 BEARING REQUIREMENTS T 7- -3366 B 7- 0 W12 - 1434 W13 - -2209 Increase - 1.250 12 -4.57 -3.59 1.2 BEARING ACT. SIZE REO. SIZE LBS T 8- -3366 W14 - -429 W15 - 2418 LIVE LOAD DEFLECTION BASED ON L/360 12 -3.50 -9.58 0.0 82 5.50 In. 1.50 In. 2299 T 9= -1053 X16 = 30 W17 = -1195 TL 3.50 In. 1.50 In. 2335 T10- -1053 WHERE CONFUSION MAY EXIST CONCERNING Top Chd BottomChd Webs T.C. LOADING 20 LL - 10 DL PROPER FIELD ERECTION. CLEARLY MAR( T 1- 0.104 B 1- 0.046 .W 1 - 0.197 W 2 - 0.459 .25/12 INTERIOR BEARING LOCATIONS, CANTI- T 2- 0.094 B 2- 0.162 W 3 - 0.024 W 4 - 0.097 LEVERS, AND THE CHORDS OF THE TRUSS T 3- 0.101 B 3- 0.364 W 5 - 0.023 W 6 - 0.132 TO PREVENT IMPROPER INSTALLATION. T 4= 0.166 B 4= 0.468 W 7 = 0.381 W ea= 0.016 _ T 5- 0.114 B 5- 0.501 W Bb- 0.011 W 9 - 0.017 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING T 6- 0.256 B 6- 0.409 W10 - 0.106 Wil - 0.051 REQUIRED AT 24' O.C. IF NO RIGID SHEATHING T 7- 0.242 8 7- 0.173 X12 - 0.220 W13 - 0.408 IS ATTACHED. T 8- 0.240 W14 - 0.054 W15 - 0.372 T 9- 0.189 W16 - 0.004 W17 - 0.229 END VERTICALS ARE DESIGNED FOR AXIAL T10- 0.169 LOADS ONLY. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. UNIT SHALL CONSIST OF (2) MEMBERS FASTENED. TOGETHER WITH 10d NAILS AT,12' OC THROUGH- OUT. EACH MEMBER MUST HAVE CONNECTOR PLATES BOTH FACES OF EACH JOINT AS SHOWN. ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) EQUALLY TO EACH PLY. THIS TRUSS IS DESIGNED USING THE ASCE .?-BC CODE.. BASIC WIND SPEED -?5 MPH. MAKE PROVISIONS FOR ADEQUATE DRAINAGE. 4-4-8 a i 4-0-0 t 6-1-12 1 4-3-0 5-7-0 4-7-8 5-1-12 5-5-8 4-1-8 -3-6 12 -.n PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. FFBFF PLATE CODE SPACING R5000 NCC -LOG 24.00' O.C. 8-5-8 0-5-B= 2 445 " 2 3282 4890 3252 4890 3290 82445 82454_9-4 6-3-8 9-8-8 4-2-12 9-0-0 9-8-6 -0- 47-0-0 OVERALL SPAN DATE 12/7/93 A TrusPlus Design DWG. CA 34 1.04? 12 A3A MASONIC TEMPLE - CHICO / HOMEWOOD / Version 3.8( 11�\ T MAWWW AA SYSTEMS TRUSWAL SYSTEMS CORPORATION MESS nn �! A,_i►.I�L1,.Y,,, civl%. I1 IS IN[. RESPONSIBILITY OF OTHEAS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACTUAL GLAD LOADS IMPOSED BY THE STRUCIURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISIDn1UL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL DIME ON5 PRIOR /0 FABRICA 110N. CONNECTOR PLATES SHOWN APE TRUSWAL 16. IB. OR 20 GAGE AS SPECIFIED FABRICATION SHALL COMPLY WITH tHF 'DUAL TTY CONIR01. MANUAL' OF THE TRUSS VEATF INS111UIL IIPII AND INE 111115WAI InUSCOM MANUAL ALL rAN1.L5 NOT SPECIF ICALIY DESIGNATED ARF TO Of FOUAI I.Y OIVIOF0. � OENOIES SPF.CIAI. CUtT;NG ONLY LATERAL BRACING RLOUIRED OF INDIVIDUAL TRUSS MEMBFPS IS NOTED ON MIS DRAWING 1T1S DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACFD BY SHFATHING UNLESS OT14EPWISF S'AIEU WHERE ND RIGIU CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. 11 SHALL BE BRACED AT INTERVALS NUT EXCEEDING 10'.0' PFRSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY FRICTION BRACING WHICH IS ALWAYS REQUIRED 10 PPF.VFNT TOPPI.ING AND OOMINOING' RFTFR 10 BRACING MOOR TRUSSES, COMMI.TIFAIIY ANO RECOMMENDATIONS' I1PI1 WHERE CONFUSION MAY EXIST CONCF14NING PROPER FU LO FRECIION• CIF ANIY MA INTERIOR BEARING LOCATIONS, CANTILEVFRS• AND THE CHORDS OF THE TRUSS 10 PREVLNI IMPROPER INSIALLAIION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF IMF WOOU t0 IXCEFO 191 ANO/OR CAUSE CONNECTOR PLATE CDRPOSION. CAMBER. WHEN NECESSARY. IS BEST OEIEPMIMEO BY JUDICIOUS Aral ICAr10N OF EXPERIENCE AND THEREFORE IS OUISIOE THE SCOPE OF RESPONSIBILITY OF TRUSWAL OILY - i / Truss name - %L.4 VIMMIUM ARE TO BE VER( 0 By jig :OMPONENT MANUFACTURER, AWITECT, AND/ft 11110ING CONTRACTOR PRIOR TO FABRICATIOk LUMBERSPECIFICATIONS Top Chord 2x--4t.W M OF -L - Bot Chord 2x 4 IF t1 & BTR. DF -L BC Piece 2 2x 4 IF SEL. STR. OF -L BC Piece 5 2x 6 IT #2 OF -L Web Piece 2x 4 IF STANDARD DF -L WEB Piece 2 20 22 25 2x 4 IT #2 OF -L WEB Piece 21 2x 6 IF 12 OF -L BEARING REQUIREMENTS BEARING ACT. SIZE REG. SIZE LBS 82 5.50 In. 2.34 In. 2194 810 7.32 In. 6866 BRACING MEMBERS SHOWN BY IF WHETS REQUIRED. 1X4 CONTINUOUS LATERAL BRACING ATTACHED WITH TWO (2) Bd NAILS. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' D.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTION1. EXTRA CARE IS REQUInED DURING HANDLING AND ERECTION OF THIS TRUSS. THE DESIGN OF TEMPORARY G PERMANENT BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS BY OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE FUNCTIONS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NDNCONCLIRRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. VP. FF B II PLATE CODE SPACING 85000 MCC-LDG 24.00' O.0 A TrusPlus Design 11 -GO CA 341 L 0 4 ? Top Chtl Bottom Cho Webs. T-1 507.8 1- -476 W:1 - -2104 W 2-- -T T 2= -2311 '8 2= -476 W 3 = -259 W 4 = -715 T 3- -2311 B 3- 2668 W 5 - 114 W 6 - 770 T 4- -2903 B 4- 3499 W 7 - -2760 W Ba- -184 T 5- 0 B 5- 3427 M Bb- 85 W 9- 104 T 6- -3499 B 6- 2605 W10 - -452 Wit - -251 T 7- -3162 B 7- -36 W12 - 985 W13 - -1527 T B- -3162 B B- -1613 W14 - -533 W15 - 2447 T 9= -1567 B 9= -6245 W16 = -2668 W17 = 2305 TIO- -1567 BID- -6245 W1B - -3359 W19 - -324 711- 1614 Bit- -1666 W20 - 3970 W21 - -6757 T12- 3790 W22 - 4473 W23 - -423 T13- 3790 W24 - -3341 W25 - 3175 T14- 3375 W26 - -122 W27 - -1019 T15- 3375 T16= 0 Top Chtl Bottom Chd Webs T 1- 0.240 B 1- 0.080 W 1 - 0.266 W 2 - 0.499 T 2- 0.250 B 2- 0.304 M 3 - 0.057 W 4 - 0.497 T 3- 0.261 B 3- 0.608 W 5 - 0.046 W 6 - 0.312 T 4- 0.465 8 4- 0.601 W 7 - 0.485 W 8a- 0.029 T 5- 0.262 B 5- 0.647 W Bb- 0.034 W 9 - 0.042 T 6- 0.512 B 6- 0.724 W10 - 0.449 Wit - 0.171 T 7- 0.468 B 7- 0.388 W12 - 0.400 W13 - 0.789 T B- 0.465 B B- 0.827 W14 - 0.386 W15 - 0.994 T 9- 0.536 B 9- 0.335 W16 - 0.643 W17 - 0.935 T10- 0.566 BID- 0.551 WIG - 0.909 W19 - 0.259 Tit- 0.488 Bit- 0.164 W20 = 0.683 W21 - 0.712 T12- 0.856 W22 - 0.790 W23 - 0.362 T13- 0.862 W24 - 0.794 W25 - 0.560 T14- 0.799 W26 - 0.099 W27 - 0.550 T15- 0.683 T16- 0.163 Standard Uniform: Loading '(PSF). - TCLL = 16.0: TCDL = '14 0:' BCOL = 10.0: Uniform Loads PLF Load Case i Initial Final Start End Dir. TCDL 40.0 40.0 40.00 48.00 V Concentrated Loads Live Dead Located BC 1250.0 1250.0 78.00 V Increase - 1.250 LIVE LOAD DEFLECTION BASED ON L/600 SPECIAL PLATE POSITIONING CHART JOINTO X:1rn)- .. Y: fin):' ANGLE ., ----- ------ ------ ------ 1 2.85 2.76 9.2 16 0.00 -4.57 90.0 .25/12 T.C. LOADING 20 LL - 1'0 DL LOADS MUST BE VERIFIED. MAKE PROVISIONS FOR ADEQUATE DRAINAGE. 4-4-q4-7-d4-0--1-f.6-1-12,5-5-84-3-Q-f- 5-7-0 5-5-0 -8-1 5-3-0 -4-1 5-6-0-114-0-14 4 C 12 7 2445 0'25 12 R6490 12 0.25 486 120 4860 R16304B52 81630 4860 6475 R1630 80120 647582445 8-5-8 485 ■ 11163 W iE 0 LIE W 6-9-15 486 0-5-B= 3252 32120 4890 4860 4890 6490 4860 95120 80105 6490 82460 85675 4-9-4 6-3-8 9-8-8 5-8-4 5-6-0 -2-1 9-0-0 9-8-8 9-10-4 -3-0 B-0-0 78-0-0 OVERALL SPAN DATE 12/7/93 TuSWAL ,,ff ,_-_-_I SYMMS 13 TRUSWAL SYSTEMS CORPORATION 11 IS n4. RESPONS-IBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS OE ACIUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE HISIOnICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL UIHEN; I ONS PAIon TO FABRICATION. CONNECIOR PLATES SHOWN ARE TRUSWAL 16. 18. OR IAnNICATION SHALL COMPLY WITH THE, 'OUALIIY CONTROL MANUAL' OF 111E TRUSS PLATE IIIUSWAI 1nDSGOM MANUAL. ALL PANELS NOT SPECIFICALLY DESIGNATE,() ARE TO BE EQUAL SI'F. CI AI. CLUING ONLY LA IEHAL BRACING REOUIRE.D OF INDIVIDUAL TRUSS MEMBERS IS THIS DESIGN ASSUMf.S THE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHEATHING UNLESS 0 "0"IGLU CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. I1 SHALL BE BRACED AT 10'.0• PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARD OTTACITlG W1/MCH IS ALWAYS REOUIREO TO PREVENT TOPPLING AND •DOMINOING' REFER TO C(IM MI: Tl LGN', AND RECOMMENDATIONS* ITPII WHERE CONFUSION MAY EXIST CONCFRNING P CIFAn1r MARK INTERIOR BEARING LOCATIONS, CANTILEVERS, AND THE CHORDS Of THE TRUS INSTALLAIION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE WOOU TO EXCEED 1911 AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY JUDICIOUS APPLICATION OF EXPERIENCE. AND THEREFORE IS OUTSIDE THE SCOPE OF RESP A4 MASONIC TEMPLE - CHICO / HOMEWOOD / Version 3.80 ' Oty - i / Truss name ALL DIMENSIONS ARE TO ©E VERT 0 6ti bt ,OMPONENT MANUFACTURER, ARCHITECT, AND/Ok 100 MNG CONTRACTOR PRIOR TO FABRICATIN► �,. MESs14 4� NA A 7 MEET OR EXCEED THE AL BUILDING CODE OR URACY VERIFY ALL AGF. AS SPECIFIED IIUFE ITPII AND THE IVIUED..I DENOTES EO ON THIS DRAWING WISE STATED WHERE RVALS NOT ETCEEOIN(, TEMPORARY FRFCIIDN ACING MOOD TRUSSFS R f11LU ERECTION, 0 PREVENT IMPROPER LURE CONTENT OF THE BEST DETERMINED BY BILITY OF TRUSWAL LUMBER.SPECIFICATIONS .,,Top- Cnord 12Y.' 4 * 4.1 -OF -.L . Bot Chord 2x 4 * #1 6 BTR. DF -L BC Piece 2 2x 4 * SEL. STR. OF -L BC Piece 5 2x 6 * 02 DF -L Web Piece 2x 4 * STANDARD OF -L WEB Piece 2 20 22 25 2x 4 * #2 DF -L WEB Piece 21 2x 6 * #2 OF -L BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 82 5.50 In. 1.50 In. 2383 BID 7.25 In. 4.95 In. 9306 WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION. CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING I5 ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTION! EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF THIS TRUSS. THE DESIGN OF TEMPORARY 6 PERMANENT _. ._.BRACING. ALONG WITH. THE. _U^ETIVISION DF _.. . THE TRUSS ERECTION IS BY OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE FUNCTIr TRUSS OESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. 0 - UNIT SHALL CONSIST OF (2) MEMBERS FASTENED TOGETHER WITH 10d NAILS AT 12' OC THROUGH- OUT. EACH MEMBER MUST HAVE CONNECTOR PLATES BOTH FACES OF EACH JOINT AS SHOWN. ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) EQUALLY TO EACH PLY. THIS TRUSS IS DESIGNED USING THE ASCE EXP. 7-88 CODE. BASIC WIND SPEED -75 MPH. Top Cho Bottom Cho Webs T_J- '507 B I- =476 ,W'I -2293 w 2 - ,3118•' T"2= -2603 B 2= -476 W 3= -259 W 4= -8X4 T 3- -2603 B 3- 3031 W 5 - 188 W 6 - 938 T 4- -3342 B 4- 4148 W 7 - -3178 W Ba- -184 T 5- 0 B 5- 4142 W 8b- 154 W 9- B T 6- -4149 B 6- 3025 W10 - -610 Wit - -419 T 7- -3785 B 7- -398 W12 - 1343 W13 - -2110 T 8- -3785 B 8- -2386 W14 - -550 W15 - 3036 T 9= -1591 B 9= -8443 W16 = -3362 W17 = 2866 710- -1591 BID- -8443 W18 - -4339 W19 - -540 T11- 2387 Bit- -2210 W20 - 5116 W21 - -9197 T12- 5198 W22 - 6108 W23 - -660 T13- 5198 W24 - -4525 W25 - 4210 T14- 4524 W26 - -204 W27 - -1337 715- 4524 T16= 0 Top Chd Bottom Chd Webs T 1- 0.120 B 1- 0.038 W 1 - 0.132 W 2 - 0.275 T 2- 0.113 B 2- 0.140 W 3 - 0.016 W 4 - 0.087 T 3- 0.117 B 3- 0.327 W 5 - 0.038 W 6 - 0.190 T 4- 0.198 8 4- 0.333 W 7 - 0.341 W Ba- 0.011 T 5- 0.131 B 5- 0.359 W Bb- 0.031 W 9 - 0.001 T 6- 0.304 B 6- 0.389 W10 - 0.084 Wit - 0.042 T 7- 0.293 B 7- 0.210 W12 - 0.272 W13 - 0.362 T 8- 0.291 B B- 0.373 W14 - 0.058 W15 - 0.616 T 9- 0.276 B 9- 0.153 W16 - 0.522 W17 - 0.582 T10- 0.276 BID- 0.243 WIG - 0.765 W19 - 0.062 T11- 0.384 Bit- 0.077 W20 - 0.451 W21 - 0.618 T12- 0.629 W22 - 0.539 W23 - 0.080 T13- 0.634 W24 - 0.692 W25 - 0.371 T14- 0.583 W26 - 0.023 W27 - 0.239 T15- 0.467 T16- 0.136 Standard.Unid.orM'LOading (PSF).. TCLL = 16.0;' TCDC' = 14.0; BCDL = 10.0; Uniform Loads PLF Load Case 1 Initial Final Start End Dir. TCDL 40.0 40.0 24.29 78.00 V Concentrated Loads Live Dead Located BC 1650.0 1650.0 78.00 V Increase - 1.250 LIVE LOAD DEFLECTION BASED ON L/600 LOADS MUST BE VERIFIED. CONCENTRATED LOAD(S) REQUIRES ADEQUATE HANGER TO TRANSFER EQUAL LOAD TO EACH PLY. HORIZONTAL WIND REACTION . 2051 TYP. RESISTED BY CONNECTIONS TO ROOF DIAPHRAGM BY OTHERS. .25/12 T.C. LOADING 20 LL - 10 OL 2`• COMPCC_-E TRUSSES REQUIRED! SPECIAL PLATE POSITIONING CHART JOINT# Y.: (in) Y: (inl ANGLE ------ ------ ------ ------ 1 2.85 2.76 9.2 16 0.00 -4.57 90.0 FOR ALT. END DETAIL SEE DRAWING #CA341LO41-14. MAKE PROVISIONS FOR ADEQUATE DRAINAGE. 4-4 6-1-12 4-3- ..5-7-0, -8-1 -4-1 3-11- 4-7- -1-1 5-5-8 -1- 5-5-0 -3-0 5-6-0 -0-14•- 12 4 C� 2445 0'25 12 86490 12 0.25 486 105 4860 816304852 R1630 4860 5660 81630 56120 48BOR2445 8-5-8 485 8163 0 VqW 6-9-15 486 5-B= �Sz 3252 3282 4690 4860 4890 5690 4860 8090 6490 6490 R2460 R4860 9-4 6-3-8 9-8-8 1 5-8-4 5-6-0 -2-1 4- 9-0-0 9-8-8 i 9-10-4 1 5-3-0 8-0-0 NCN 78-0-0 OVERALL SPAN M e4 civil. - IF CALIF OF OLAtWACTURE. CODE SPACING DATE • R5000 NCD -LOG 24.00• O.C. 12/7/93 ' Al' ` T MEMiRl��TI�"� La.L7 1RUSWAL SYSTEMS CORPORATION IT ISlIIF. RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON l,IS DESIGN MFE1 OR EXCEED THE ACTUAL UL AO LOADS IMPOSED BY THE SIRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HI SIORICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL UIM[N,I ONS PRfOR TD FABRICATION. CONNECIOR PLATES SHOWN ARE TRUSWAL 16. IB. OR 20 GAGE. AS SPECIFIED {AnRICAIION $!TALL COMPLY WITH W 'QUALITY CONTROL MANUAL' OF 114E TRUSS PLAIL INSTITUTE IIP11 AND THE IAUSWAI TAUSCOM MANUAL. ALL PANELS NOT SPECIFICAU Y OESIGNATEn ARE TORE EQUALLI DIVIDED. � OENOrES SPECT AL CU111NG ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON T14IS ORAWING 11415 DF. SIGN ASSUMFS THE TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHEATHING UNLESS OTHEPWISF STATEU WHERE '!0 RIGID CEILING IS APPLIED DIRECTLY TO THE Bottom CHORD. IT SHALL BE BRACED Al INTERVALS NUI FICEFOIN6 10'•0' PF RSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY F.RFCIION BN AF,ING W141CH IS ALWAYS REOUIREO TO PREVENT TOPPLING AND 'DOMMOING' RFFFR 10 'BRACING WOOD TRUSSES CUMMFUTAnY AND RECOMMENDATIONS' ITPII WHERE CONFUSION MAY EXIST CONCERNING PROPER {It I.0 FRECTION. CIfe14IY MARK INTERIOR BEARING LOCATIONS. CANTILEVERS. AND THE CHORDS OF THE TRUSS 10 PREVENI IMPROPER ITIS I ALLAI JON. TRUSSES SHALL NOT BI. PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE MUOU To FXCEFO 1911 ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN /NECESSARY. IS BEST DETERMINED BY JUDICIOUS APPI ICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL A T r U S P 1 U S D e S 1 g n DWG# CQ Z/A l�O`j 7 j4 A 1 7 / A4A MASONIC TEMPLE - CHICO / HOMEWOOD / Version 3.80 Oty - 1 / Truss name - E144 1/15' - A 4-7k ALL DIMENSIONS ARE TO BE VERINED BY 1W :OMPONENT MANUFACTURER, AR£HITECT, AND/Ilk 1111! nING CONTRACTnR PRInR T!) FAQRIrATIAL. % ARCHITECT BE RETAINED FOR THESE486 105 4860 816304852 R1630 4860 5660 81630 48120 486082445 FUNCTIONS. 485 8-5-8 R163KQ� 0 W 6-9-15 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD 486 LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. 0-5-B= UNIT SHALL CONSIST OF (2) MEMBERS FASTENED 3252 ft 3282 4890 4860 4890 5690 4860 8090 in 40105 5490 TOGETHER WITH 10d NAILS AT 12' OC THROUGH- R2460 R4860 OUT. EACH MEMBER MUST HAVE CONNECTOR 4-9-4 6-3-8 9-8-8 5-8-4 5-6-0 PLATES BOTH FACES OF EACH JOINT AS SHOWN. -2-1 9-0-0 9-8-8 9-10-4 5-3-0 8-0-0 ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) I 78-0-0 OVERALL SPAN EQUALLY TO EACH PLY. THIS TRUSS IS DESIGNED USING THE ASCE MAKE PROVISIONS FOR ADEQUATE DRAINAGE. 7-08 CODE. BASIC WIND SPEED -75 MPH. EXP. 11611 L. MESS lF N a 194 r CIVIL. QW CAOO� PLATING BASED ON GREEN LUMBER AT TIME LUMBER SPECIFICATIONS Top Chd . Bottom Chd. CODE SPACING Webs --� 12/7/93 ' ` ' ` T C{��" �7 � �7i E10 TRUSWAL SYSTEMS CORPORATION Cnord:Px•,4 W t1 DF'L :' .• <<ri-d-° 507'B-1� A TrusP l us Design -476- W'1 - 2463 W..2 - •3383 Standard'Uniform'Eoading (PSL) 2 COMPLETE TRUSSES RE0UIRE01.. ALL DIMENSIONS ARE TO BE VERIFIED BV ,19E MANUFACTURER, ARCHITECT AND/ i 01 GING CONTRACTl1R PRm Tn rAuniDt-A,O- Bot Chord'2x 4 W t1 6 BTR. DF -L T 2= -2866 B 2= -476 W 3 -259 W 4 = -960 TCLL = 16.0: TCDL - 14.0: BCDL = 10.0: BC Piece 2 T 3- -2866 B 3- 3358 W 5 - 255 W 6 - 1089 SPECIAL PLATE POSITIONING CHART 2x 4 r SEL. STIR. OF -L T 4- -3740 B 4- 4735 W 7 - -3556 W Ba- -184 Uniform Loads PELF Load Case 1 JOINT# Y.: (In) Y: (in) ANGLE BC Piece 5 T 5- 0 8 5- 4887 W Bb- 416 W 9 - -220 Initial Final Start End Dir. ------ ------ ------ 2x 6 W i2 DF -L T 6- -4736 B 6- 4127 Wf0 - -173 Wit - -251 BCDL 40.0 40.0 27.00 64.00 V 1 2.85 2.76 9.2 Web Piece 2x 4 W STANDARD DF -L T 7- -4786 B 7- 1148 W12 - 1166 W13 - -1658 16 0.00 -4.57 90.0 WEB Piece 2 20 22 25 T B- -4786 B 8- -584 W14 - -330 W15 - 2828 Concentrated Loads 2x 4 IF t2 DF -L T 9= -3000 8 9= -6245 W16 = -2929 W17 = 2824 Live Dead Located LOADS MUST BE WEB Piece 21 TIO- -3000 BID- -6245 W18 - -4029 W19 - -324 BC 1250.0 1250.0 78.00 V VERIFIED. 2x 6 W #2 OF -L Tff- 585 811- -1666 W20 - 4808 W21 - -7469 Increase - 1.250 T12- 3194 4473 W23 - -423 LIVE LOAD DEFLECTION BASED ON L/600 CONCENTRATED LOAD(S) REQUIRES 713- 3194 T14- 3375 W22 - W26 - -3343 -122 W25 - W27 - 3175 -1624 ADEQUATE HANGER TO TRANSFER BEARING REQUIREMENTS T15- 3375 ALT. END DETAIL EQUAL LOAD TO EACH PLY. BEARING ACT. SIZE REO. SIZE LBS 716= 0 82 5.50 In. 1.50 In. 2553 BID 7.25 In. 4.09 In. 7667 Top Chd Bottom Chd Webs T 1- 0.120 B f- 0.038 W 1 - 0.142 W 2 - 0.298 WHERE CONFUSION MAY EXIST CONCERNING T 2- 0.116 B 2- 0.140 W 3 - 0.016 W 4 - 0.099 PROPER FIELD ERECTION, CLEARLY MARK T 3- 0.120 B 3. 0.349 W 5 - 0.051 W 6 - 0.221 INTERIOR BEARING LOCATIONS. CANTI- LEVERS, AND THE CHORDS OF THE TRUSS T 4- 0.212 T 5- 0.131 8 4- B 5. 0.342 0.610 W 7 - W Bb- 0.382 0.085 W Ba- W 9 - 0.011 0.036 4x. BEAM POCKET TO PREVENT IMPROPER INSTALLATION. 7 6- 0.231 B 6- 0.845 Wf0 - 0.023 Wit - 0.025 T 7- 0.233 B 7- 0.650 W12 - 0.236 W13 - 0.285 / 3275 (BEAM BY OTHERS) DENOTES 2X4 CONTINUOUS LATERAL BRACING T 8- 0.232 B 8. 0.530 W14 - 0.035 W15 - 0.574 REQUIRED AT 24' O.C. IF NO RIGID SHEATHING T 9- 0.208 B 9- 0.171 W16 - 0.455 W17 - 0.573 641. IS ATTACHED. 710- 0.208 810- 0.164 Wf8 - 0.710 W19 - 0.037 T11- 0.166 Bit- 0.072 W20 - 0.424 W21 - 0.502 64120 HORIZONTAL MIND REACTION - 205/ END VERTICALS ARE DESIGNED FOR AXIAL T12- 0.383 W22 - 0.395 W23 - 0.051 TYP. RESISTED BY CONNECTIONS LOADS ONLY. T13- 0.386 714- 0.399 W24 - W26 - 0.511 0.014 W25 - W27 - 0.280 0.290 TO ROOF DIAPHRAGM BY OTHERS. CAUTION) EXTRA CARE IS REQUIREo T15- 0.341 AND ERECTION OF TSCr 0.081 T.C. LOADING 20 LL 10 THISHANDLING HIS .25/12 - DL ... THE DESIGN OF TEMPORARY 6 PERMANENT BRACING ALONG:St::::.T:I'�.SUPERVISI0N.0F........ 4-4- -0- 6-]-12. 4-3- 5-7-0 -8-1 15-4-17 3r 11-� -T-'T THE TRUSS ERECTION IS BY OTHERS. DUE - 4-7- -1=1 '5-5-8 -T---] -1- - 5-5-0 -3-0 5-6-0 __-...-._ ._.._..... ... ........ ... .._..... 4-G=14 ' .. TO THE MAGNITUDE OF THESE TRUSSES IT 12 FESS10 IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR 4 � 2445 0.25 12 86490 12 0.25 Q�Q 1 �n N ARCHITECT BE RETAINED FOR THESE486 105 4860 816304852 R1630 4860 5660 81630 48120 486082445 FUNCTIONS. 485 8-5-8 R163KQ� 0 W 6-9-15 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD 486 LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. 0-5-B= UNIT SHALL CONSIST OF (2) MEMBERS FASTENED 3252 ft 3282 4890 4860 4890 5690 4860 8090 in 40105 5490 TOGETHER WITH 10d NAILS AT 12' OC THROUGH- R2460 R4860 OUT. EACH MEMBER MUST HAVE CONNECTOR 4-9-4 6-3-8 9-8-8 5-8-4 5-6-0 PLATES BOTH FACES OF EACH JOINT AS SHOWN. -2-1 9-0-0 9-8-8 9-10-4 5-3-0 8-0-0 ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) I 78-0-0 OVERALL SPAN EQUALLY TO EACH PLY. THIS TRUSS IS DESIGNED USING THE ASCE MAKE PROVISIONS FOR ADEQUATE DRAINAGE. 7-08 CODE. BASIC WIND SPEED -75 MPH. EXP. 11611 L. MESS lF N a 194 r CIVIL. QW CAOO� PLATING BASED ON GREEN LUMBER AT TIME CODE SPACING DATE ' R5000 NCC-LDG 24.00' O.C. 12/7/93 ' ` ' ` T C{��" �7 � �7i E10 TRUSWAL SYSTEMS CORPORATION It IS tT+E RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EFCEEO THE ACTUAL OE AD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY INE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY I$ ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL f UIMf. NSIOt+S PRIOR IO FABRICATION. CONNECIOR PLATES SHOWN ARE TRUSWAL 16, 18. OR 20 CAGE AS SPECIFIED ARRICAI]OH SHALL COMPLY WITH THE 'DUALITY CONTROL MANUAL' OF THE TRUSS PLATE INST IIVTE ITP11 AND THE ,RECITAL inUSCOMUIj:NG MANUAL ALL PANELS NOT SPECIFICALLY VIDDESIGNATED ARE 10 E fOIS N OID ON IS DENOTES $PELT AI. IGN ASG ONLY LATERAL BRACING AEGUIAFO OF INDIVIDUAL B TRUSS SHEA MEMBFNS IS NOTED ON THIS DRAWING 1015 DESIGN L55UNR5 THE IOP CHORD TO BE CONTINUOUSLY BRACED BY HALLY RING UNLESS OTHEPWISF STATED WHERE NO '% CF.IL It+G 15 APPLIED DIRECTLY IO THE BOTTOM CN0R0. It SAall BE BRACED At INTERVALS VUI EXCEEDING vf. G 10'0' PF RSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY F,RFCTION DNACIIIG WHICH IS ALWAYS REOUIREO TO PREVENT TOPPLING AND OOMINOING' RFFFR TO 'BRACING MOOD TRUSSES COMMTNTAR'r AND RECOMMENDATIONS- 11PI) WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD FREC110N, Ci f'ANI 'r MARK IN IF.R TOR BEARING LOCATIONS, CANTILEVERS, AND THE CHORDS OF THE TRUSS TO PREVENI IMPROPER IHSIALLAIION, TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE WOOU TO LXCEFO 19x AND/OR CAUSE CONNECTOR PLATE CONROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED BV JUDICIOUS APPI KATION OF EXPERIENCE AN !HEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSKAL A TrusP l us Design Aw ^'� i* ` 4 / OWGO C!1 �I. �1 O/t 14 A48 MASONIC TEMPLE - CHICO / HOMEWOOD / Version 3.80 Oty - f / Truss name - E144 - ACOMPONENT ALL DIMENSIONS ARE TO BE VERIFIED BV ,19E MANUFACTURER, ARCHITECT AND/ i 01 GING CONTRACTl1R PRm Tn rAuniDt-A,O- r rr r r r rr r rr rr r r �r rr r rr r� rr rr r� LUMBER SPECIFICATIONS :t. -Top Chord -2X--4 IF #1,DF.=L Bot Chord 2x 4 M #1 G BTR. DF -L BC Piece 2 2x 4 IF SEL. STR. OF -L 8C Piece 5 2x 6 TF #2 DF -L Web Piece 2x 4 IF STANDARD DF -L WEB Piece 2 20 22 25 2x 4 IF 02 DF -L NEB Piece 21 2x 6 r #2 DF -L BEARING REQUIREMENTS BEARING ACT. SIZE REG. SIZE LBS B2 5.50 In. 1.50 In. 2340 BID 7.25 In. 4.25 In. 7972 WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION. CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTIONI EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF THIS TRUSS. THE DESIGN OF TEMPORARY G PERMANENT BPACI::C.�1O!M::fITH.THE SUPEPVISION_OF THE TRUSS ERECTION IS BY 'OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE FUNCTIONS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. UNIT SHALL CONSIST OF (2) MEMBERS FASTENED TOGETHER WITH 10d NAILS AT 12' OC THROUGH- OUT. EACH MEMBER MUST HAVE CONNECTOR PLATES BOTH FACES OF EACH JOINT AS SHOWN. ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) EQUALLY TO EACH PLY. THIS TRUSS IS DESIGNED USING THE ASCE Top Chd Bottom Chd .Webs -T 1-' 507 B-16 -476 W 1 :-2250. W 2 - ' 3052 T 2= -2537 B 2= -476 W 3 = -259 W 4 = T 3- -2537 B 3- 2949 W 5 - 172 W 6 - 900 T 4- -3243 B 4- 4002 N 7 - -3084 N 8a- -184 T 5- 0 B 5- 4060 N 8b- 221 W 9- -64 T 6- -4002 B 6- 3422 MID - -290 Wit - -251 T 7- -3690 B 7- 1022 W12 - 626 W13 - -1289 T 8- -3890 8 8- -441 W14 - -330 W15 - 2327 T 9= -2547 B 9= -6245 W16 = -2475 W17 = 2791 T10- -2547 810- -6245 NSB - -3985 W19 - -324 T11- 441 Bit- -1666 W20 - 5078 W21 - -7675 T12- 3023 W22 - 4473 W23 - -423 T13- 3023 W24 - -3341 W25 - 3175 714- 3375 W26 - -122 W27 - -1265 T15- 3375 716= 0 Top Chd Bottom Chd Webs T 1- 0.120 B t- 0.038 W 1 - 0.129 W 2 - 0.269 T 2- 0.112 B 2- 0.140 W 3 - 0.016 N 4 - 0.084 T 3- 0.116 B 3- 0.322 N 5 - 0.034 W 6 - 0.162 T 4- 0.194 8 4- 0.326 W 7 - 0.331 W Ba- 0.011 T 5- 0.131 8 5- 0.355 W Bb- 0.044 N 9 - 0.014 T 6- 0.203 8 6- 0.412 Wt0 - 0.040 Wit - 0.025 T 7- 0.200 B 7- 0.785 W12 - 0.167 W13 - 0.221 T 8- 0.198 8 B- 0.899 W14 - 0.035 W15 - 0.472 T 9- 0.193 8 9- 0.252 W16 - 0.384 W17 - 0.567 T10- 0.193 BID- 0.164 WIS - 0.702 W19 - 0.037 T11- 0.156 Bit- 0.072 W20 - 0.448 W21 - 0.515 T12- 0.370 W22 - 0.395 W23 - 0.051 713- 0.373 W24 - 0.511 W25 - 0.280 T14- 0.399 W26 - 0.014 W27 - 0.226 T15- 0.341 716- 0.081 Standard'Unifnrm'611ading(PSF) TCLL = 16.0; TCDL = 14.0; BCDL = 10.0; Uniform Loads PLF Load Case 1 Initial Final Start End Dir. BCDL B5.0 85.0 45.50 64.00 V Concentrated Loads Live Dead Located BC 1250.0 1250.0 78.00 V Increase - 1.250 LIVE LOAD DEFLECTION BASED ON L/600 LOADS MUST BE VERIFIED. CONCENTRATED LOAD(S) REQUIRES ADEQUATE HANGER TO TRANSFER EQUAL LOAD TO EACH PLY. .25/12 T.C. LOADING 20 LL - 10 DL HORIZONTAL WIND REACTION - 203/ TYP. RESISTED BY CONNECTIONS TO ROOF DIAPHRAGM BY OTHERS. FOR ALT. END DETAIL SEE DRAWING /CA341LO47-14. 2 COMPLETE TRUSSES REGUIREDI SPECIAL PLATE POSITIONING CHART JOINT# X: (In) Y: lin) ANGLE ------ ------ ------ 1 2.85 2.76 9.2 16 0.00 -4.57 90.0 CONC. LOADS ARE PER TRUSS OVER A MINIMUM OF 3 ADJACENT TRUSSES. MAKE PROVISIONS FOR ADEQUATE DRAINAGE. PLF LOADS ARE PER TRUSS OVER A MINIMUM OF 3 ADJACENT TRUSSES. 4-4- -0- .6-1-12:4-3- 5-7-0 -8-1 -4-1 3-11- .. ..._...... _....__.... �:_...._.,_. ... .._ _. _..... -1= 5-5-0 -3-0 5-6=0 -0-14 12 1 4 C� 2445 0.25 12 86490 i2 0.25 �Q 486 105 4860 815304852 R163D 4860 5660 R1630 48120 486082445 8-5-8 485�~ 8163 0 � N 16-9-15 486 0-5-8= - \[// 19 R ' N/ E , Iq 3252 3282 4890 4860 4690 4890 4860 8090 40105 6490 R2460 84860 4-9-4 i 6-3-8 9-8-8 5-8-4 5-6-0 -2-1 9-0-0 9-8-8 i 9-10-4 5-3-0 8-0-0 _ 7-88 CODE. BASIC WIND SPEED -75 MPH. EXP. "B" PLATING BASED ON GREEN LUMBER AT TIME CODE SPACING DATE R5000 NCC -LOG 24.00' D.C. 12/7/93 78-0-0 OVERALL SPAN f ALL 01MENSIONS ARE TO BE VERIFIED 61 FK A A- COMPONENT MANUFACTURER, ARCHITECT, AND10k ;II+fnING CONTRACTnR PRIOR TO FABRICATInk d THIS DESIGN MEET OR EACEEO THE V IHE LOCAL BUILDING CODE OR SIGNAL ACCURACY, VERIFY ALL TB. OR 20 GAGE AS SPECIFIED PLATE INS 'ITUTE 11rP l AHD THE I' FOUALI Y DIVIOEO. DENOTES RS IS No ON 1-15 OPAMING NLLSS OTNE PWISF S'ATEU WHERE CED AT INTERVALS vU, E.CEF OI NG PEGARDING TEMPORARY FRFC1104 FFFR TO 'BRACING WOOD TRUSSES HI NG PROPER FIFlO FPECTION, HE TRUSS TO PREVENT IMPROPER SE THE MOISTURE CONTENT OF THE CESSARY, IS BEST DETERMINED BY OF RESPONSIBILITY OF TRUSMAL LUMBER SPECIFICATIONS ::TRP"Chord 2x 4 W 01 OF -L• _ Bot Chord 211 '4"i 01 G BTR. DF -L BC Piece 2 2x 4 w SEL. STR. OF -L BC Piece 5 2x 6 I1 t2 DF -L Web Piece 2x 4 K STANDARD DF -L WEB Piece 2 20 22 25 2x 4 r {2 DF -L NEB Piece 21 2x 6 It /2 DF -L BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 62 5.50 In. 1.50 In. 2168 810 7.25 In. 4.57 In. 8572 WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION. CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTION] EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF THIS TRUSS. THE DESIGN OF TEMPORARY G PERMANENT .e^rWG .ALDNG_WITH TXE. SUPERVICION OF .._. THE TRUSS ERECTION'IS BY OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE FUNCTIONS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. UNIT SHALL CONSIST OF (2) MEMBERS FASTENED TOGETHER WITH 10d NAILS AT 12' OC THROUGH- OUT. EACH MEMBER MUST HAVE CONNECTOR PLATES BOTH FACES OF EACH JOINT AS SHOWN. ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) EQUALLY TO EACH PLY. Top Cho. ' Bottom Cho Webs 507-B:.1-'-476 .W.1 - =2078.14.2 - 2785 T 2= -2271 B 2- -476 W 3 = -259'W 4'= '-697 T 3- -2271 6 3- 2618 W 5 104 W 6- 747 T 4- -2842 8 4- 3409 W 7 - -2702 W Sa- -184 T 5- 0 B 5- 3314 W Bb- 61 14 9- 137 T 6- -3410 B 6- 2459 Wt0 - -481 Wit - -251 7 7- -3032 B 7- 41 W12 - 1013 W13 - -1492 T 8- -3032 B 8- -1326 W14 - -330 W15 - 2145 T 9= -1445 B 9= -6245 W16 - -2310 W17 - 2017 T10- -1445 BID- -6245 WIS - -2988 W19 - -324 711- 1326 Bit- -1666 W20 - 4703 W21 - -7389 712- 3261 W22 - 4473 W23 - -423 T13- 3261 W24 - -3341 W25 - 3175 T14- 3375 W26 - -122 W27 - -975 715- 3375 T16= 0 Top Chd Bottom Chd Webs T 1- 0.120 B 1- 0.038 W 1 - 0.120 W 2 - 0.246 T 2- 0.108 8 2- 0.140 N 3 - 0.016 W 4 - 0.072 T 3- 0.112 B 3- 0.300 W 5 - 0.021 W 6 - 0.151 T 4- 0.181 B 4- 0.296 W 7 - 0.290 W 8a- 0.011 T 5- 0.131 B 5- 0.317 W 8b- 0.012 W 9 - 0.027 T 6- O.t84 B 6- 0.352 WTO - 0.066 Wit - 0.025 T 7- 0.173 B 7- 0.193 W12 - 0.205 W13 - 0.256 T B- 0.171 B B- 0.236 W14 - 0.035 W15 - 0.435 T 9- 0.166 B 9- 0.834 W16 - 0.359 W17 - 0.409 T10- 0.166 810. 0.164 W18 - 0.526 W19 - 0.037 T11- 0.222 Bit- 0.072 W20 - 0.415 W21 - 0.496 T12- 0.388 W22 - 0.395 W23 - 0.051 T13- 0.391 W24 - 0.511 W25 - 0.280 714- 0.399 W26 - 0.014 W27 - 0.174 T15- 0.341 T16- 0.081 Standard Uniform°L'oading .(PSFI ....2 C06PL&E'TRUESES REQUIREDI TCLL = 16.0; TCDL - 14.0; BCDL - 10.0: SPECIAL PLATE POSITIONING CHART Uniform Loads PLF Load Case i JOINT] Y,: (I n) Y: lin) ANGLE Initial Final Start End Dir. ------ ------ ------ SCOL 500.0 500.0 60.00 64.00 V 1 ,2.65 2.76 9.2 15 0.00 -4.57 90.0 Concentrated Loads Live Deed Located SC 1250.0 1250.0 78.00 V Increase - 1.250 LOADS MUST BE VERIFIED. LIVE LOAD DEFLECTION BASED ON L/600 .25/12 T.C. LOADING 20 LL - 10 DL HORIZONTAL WIND REACTION - 203f TYP. RESISTED BY CONNECTIONS TO ROOF DIAPHRAGM BY OTHERS. FOR ALT. END DETAIL SEE DRAWING OCA341LO47-14. JOIN BOTTOM CHORDS TOGETHER WITH 10d COMMON NAILS N 4" Q.C. STAGGERED. CONCENTRATED LOAD(S) REQUIRES ADEQUATE HANGER TO TRANSFER EQUAL LOAD TO EACH PLY. MAKE PROVISIONS FOR ADEQUATE DRAINAGE. 4-4- -O-C 6-1-12 4-3- 5-7-0 4-6-1�,�-44, 12 3-.11-?.. ., _7 __..... F-4-7- 5- 5-5-6 -'1- 5-5-00' 5-3-0" 5-6-0 -G-14 4 C 12 ::' 2445 0.25 12 12 0.25 105 4S6O R16304B52 R1630 4860 4852 R1630 48120 R6490'25 ME I AW B -5-B WN , I i 0 o FAR 0-5-B= _ _ 3252 n 3282 4890 4860 4890 4890 4660 8090 40105 6410 R2460 84860 4-9-4 i 6-3-8 9-8-8 5-8-4 5-6-0 -2-i 9-0-0 9-8-8 9-10-4 -3-0 B-0-0 1 78-0-0 OVERALL SPAN i 7THE ASCE -88 CODE. BASIIS TRUSS IS ICSWIND DSPEEDG-755 MPH. EXP. II rll PE'A9�.AA. ""�• CODE SPACING DATE 85000 NCC-LDG 24.00' O.C. 12/7/93 A TrusPlus Design DWG. CA 341 L o 117 18 00-%.. MESS Eyc� N F OF CAui 11I1 TME RESPONSIBILITY OF OTHERS IQ ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MFET OR EXCEED THE ACTUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND 104E LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR MISIOnICAL CLIMATIC RECOROS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY VERIFY ALL ' ` ' ` UIMI.NSIONS PR10A 10 FABRICATION. CONNECIOR PLATES SIIOWN ARE TRUSWAL IS. IB, OR 20 GAGE AS SPECIFIED tennlCAtION SHALL COMPLY WITH 111E 'QUALITY CONTROL MANUAL' OF 111E TRUSS PLATE INSTITUTE ]IPI) AND THE T 1P11SWA1 TRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED ARE TO Of EQUALLY OIVIOFn. 141h, DENOTES S11 CIAL CUTTING ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBF.PS IS NOIEO ON THIS DRAWING '1115 DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHEATHING UNLESS OTHEPWISF S'ATEU WHERE NO RIGID CEILING 15 APPLIED DIRECTLY TO THE BOTTOM CHORD. IT SMALL BE BRACED AT INTERVALS 401 EXCEEDING A 10'-0' PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY FRFCTION ,-____,�.•LMS W OIIeC ]TTG MIIICII 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING• PFFER 10 *BRACING WOOD TRUSSES C(1MMFNIARY AND RECOMMENDATIONS' (TPII WHERE CONFUSION MAY EXIST CONCFHNING PROPER FIt:.O ERECTION, l'If elll '1 MenK INTERIOR BEARING LOCATIONS, CANTILEVERS, AND THE CHORDS 11 111E TRUSS 10 PRE'/ENI IMPROPER TRUSWAL SYSTEMS CORPORATION INSTALL AIION, TRUSSES SHALL NOT BF. PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE MUOU TO EXCEED 191 AND/OR CAUSE CONNECIOR PLATE CORROSION. CAMBER. WHEN NECESSARY, IS BEST OFIERMINED 81 JUT) ICIDUS APPIICAIION OF EXPERIENCE AND TMERF:FORE IS OUTSIDE TIME SCOPE OF RESPONSIBILITY OF TRUSWAL Oty - t / Truss name - E144 / 1/16' - 1' 4- D all DIMENSIONS ARE IU HE VERtFtfD 81 RTF COMPONENT MANUFACTURER, ARCHITECT, ANO/Ok immING GONTRACTnR PRIOR TO FABRICATION 7THE ASCE -88 CODE. BASIIS TRUSS IS ICSWIND DSPEEDG-755 MPH. EXP. II rll PE'A9�.AA. ""�• CODE SPACING DATE 85000 NCC-LDG 24.00' O.C. 12/7/93 A TrusPlus Design DWG. CA 341 L o 117 18 00-%.. MESS Eyc� N F OF CAui 11I1 TME RESPONSIBILITY OF OTHERS IQ ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MFET OR EXCEED THE ACTUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND 104E LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR MISIOnICAL CLIMATIC RECOROS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY VERIFY ALL ' ` ' ` UIMI.NSIONS PR10A 10 FABRICATION. CONNECIOR PLATES SIIOWN ARE TRUSWAL IS. IB, OR 20 GAGE AS SPECIFIED tennlCAtION SHALL COMPLY WITH 111E 'QUALITY CONTROL MANUAL' OF 111E TRUSS PLATE INSTITUTE ]IPI) AND THE T 1P11SWA1 TRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED ARE TO Of EQUALLY OIVIOFn. 141h, DENOTES S11 CIAL CUTTING ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBF.PS IS NOIEO ON THIS DRAWING '1115 DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHEATHING UNLESS OTHEPWISF S'ATEU WHERE NO RIGID CEILING 15 APPLIED DIRECTLY TO THE BOTTOM CHORD. IT SMALL BE BRACED AT INTERVALS 401 EXCEEDING A 10'-0' PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY FRFCTION ,-____,�.•LMS W OIIeC ]TTG MIIICII 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING• PFFER 10 *BRACING WOOD TRUSSES C(1MMFNIARY AND RECOMMENDATIONS' (TPII WHERE CONFUSION MAY EXIST CONCFHNING PROPER FIt:.O ERECTION, l'If elll '1 MenK INTERIOR BEARING LOCATIONS, CANTILEVERS, AND THE CHORDS 11 111E TRUSS 10 PRE'/ENI IMPROPER TRUSWAL SYSTEMS CORPORATION INSTALL AIION, TRUSSES SHALL NOT BF. PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE MUOU TO EXCEED 191 AND/OR CAUSE CONNECIOR PLATE CORROSION. CAMBER. WHEN NECESSARY, IS BEST OFIERMINED 81 JUT) ICIDUS APPIICAIION OF EXPERIENCE AND TMERF:FORE IS OUTSIDE TIME SCOPE OF RESPONSIBILITY OF TRUSWAL Oty - t / Truss name - E144 / 1/16' - 1' 4- D all DIMENSIONS ARE IU HE VERtFtfD 81 RTF COMPONENT MANUFACTURER, ARCHITECT, ANO/Ok immING GONTRACTnR PRIOR TO FABRICATION i 7-819 CODES BASIICWINDDSPEED -75 MPH. EXP. "C" PLATING BASED ON GREEN LUMBER AT TIME PLATE CODE SPACING DATE R50DO NCC-LDG 24.00' O.C. 12/7/93 A TrusPlus Design DWG• CA A4E MASONIC TEMPLE - F�- .A A Ob... T_ ____I snnms 1 ^ I TRUSWAL SYSTEMS CORPORATION CHICO / HOMEWOOD / Version 3.80 If 15 INE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILI ACTUAL DEAD LOADS IMPOSED BY THE SRUCTURE AND THE LIVE LOADS IMP HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR OIMEIS ONS PRIOR TO FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSW FAnNICATION SNAIL COMPLY WITH )IIF 'QUALITY CONTROL MANUAL' OF IN 1TIL1SWA1 InUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED A SI'f CIA). CU11:NG ONLY LA IE RAL BRACING REOUIRFO OF INDIVIDUAL TRUSS THIS DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHFA NO RIGID CEIL UW i5 APPLIED DIRECTLY 10 THE BOTTOM CHORD. 17 SHALL T0'-0' PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL DARE. IFIL WATCH IS ALWAYS REOUIREO TO PREVENT TOPPLING AND OOMINOI CIIMMI:Hi Al1Y ANO RECOMMENDATIONS' ITPII W14CRE. CONFUSION MAY EXIST CIf ARTY MAnK INTFRIOR BEARING LOCATIONS. CANTILEVFRS, AND THE CHOR INSI ALLAIION. TRUSSES SHALL NOT BI. PLACED IN ANY ENVIRONMENT THAT M MUDU TO tXCEFO 19% AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. JUDICIOUS APPI[CATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE ' Oty - 1 / Truss name ALL DIMENSIONS ARE TO BE VER)t1EO M Iris :OMPONENT MANUFACTURER, AKHITECT, AND/Ok MKI)INC CONTRACTOR PRIOR TO FABRICATION" O ON THIS DESIGN MEET OR EXCEED THE ED BY THE LOCAL BUILDING CODE OR DIMENSIONAL ACCURACY VERIFY ALL 16. 18. OR 20 GAGE AS SPECIFIED TRUSS PLATE INSTITUTE IIPII AND THE TO BI FOUAI I DIVIDED jgffh� DENOTES MF.MBF.RS IS NOTED ON IIIIS DRAWING ING UNLESS OTHERWISE S'ATEU WMERf E BRACED AI INTERVALS '101 E-CEFDIvO OVICE REGARDING TEMPORARY ERECTION RFFfR TO BRACING WOOD TRUSSES ONCFRNING PROPER AILD ERECTION. Of THL TRUSS 10 PREVENT IMPROPER L CAUSE THE MOISTURE CONTENT OF IMF. EN NECESSARY. IS BEST OFIERMINEO BY COPE OF RESPONSIBILITY OF TRUSWAL LUMBER SPECIFICATIONS Top Cho Bottom Chd Webs SPECIAL PLATE POSITIONING CHART ••• •• `=TaP"Chord.2x 4711 #11 -BF -E.- .507 R- 1-.- -476 W •1. - -2198.W 2 - .-297-1 Standard Uniform Cbading .(PSF) . . -JOINT4. �: •y.: A2n) "" Y: Il n) ANGLE • •--'- - ' .. Bot Chord 2x 4 It #1 6 BTR. DF -L T 2=-2456 B 2= -476 W'3 -259 W 4 = -779 TCLL = 16.0: TCDL =14.0: SCOL = 10.0: ----=- ------ ------ ------ BC Piece 2 T 3- -2456 B 3- 2849 W 5 - 151 W 6 - 854 1 2.85 2.76 9.2 2x 4 IL SEL. SIR. DF -L T 4- -3122 B 4- 3822 W 7 - -2958 W Ba- -164 Uniform Loads PLF Load Case 1 16 0.00 -4.57 90.0 BC Piece 5 7 5- 0 B 5- 3834 W Bb- 172 W 9 - -17 Initial Final Start End Dir. 2x 6 W $2 DF -L T 6- -3823 B 6- 2856 W10 - -463 Wit - -460 TOOL 50.0 50.0 30.00 38.00 V Web Piece 2x 4 W STANDARD OF -L T 7- -3562 B 7- -70 W12 - 1248 W13 - -1878 WEB Piece 2 20 22 25 T 8- -3552 B B- -1637 W14 - -330 W15 - 2519 Concentrated Loads 2x 4 IT 02 DF -L T 9= -1580 B 9= -6245 W16 = -2650 W17 = 2291 Live Dead Located T.C. LOADING 20 LL - 10 DL WEB Piece 15 TIO- -158D BID- -6245 W18 - -3341 Wig - -324 BC 1250.0 1250.0 78.00 V ,25/12 2x 4 IF STUD OF -L T11- 1637 Bit- -1666 W20 - 3852 W21 - -6743 Increase - 1.250 WEB Piece 21 T12- 3801 W22 - 4473 W23 - -423 LIVE LOAD DEFLECTION BASED ON L/600 HORIZONTAL MIND REACTION = 2039 2x 6 IT i2 OF -L 713- 714- 3801 3375 W24 - W26 - -3341 -122 W25 - W27 - 3175 -1177 TYP. RESISTED BY CONNECTIONS T15- 3375 LOADS MUST BE VERIFIED. TO ROOF DIAPHRAGM BY OTHERS. T16= 0 BEARING REQUIREMENTS BEARING ACT. SIZE RED. SIZE LBS Top Chd Bottom Cho Webs CONCENTRATED LOAD(S) REQUIRES FOR ALT. END DETAIL 82 5.50 In. 2.44 In. 2288 T 1- 0.240 B 1- 0.080 W 1 - 0.278 W 2 - 0.524 ADEQUATE HANGER TO TRANSFER SEE DRAWING 9CA341LO47-14. 8!0 7.31 In. 6852 T 3- 0.271 B 3- 0.632 W 5 - 0.061 W 5 - 0.346 EQUAL LOAD TO EACH PLY. BRACING MEMBERS SHOWN BY * WHERE REQUIRED. T 4- 0.515 8 4- 0.634 W 7 - 0.521 W Be- 0.029 T 5- 0.262 B 5- 0.688 W 8b- 0.069 W 9 - 0.008 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 6- 0.719 B 6- 0.757 W10 - 0.460 Wit - 0.313 WITH TWO (2) Bd NAILS. T 7- 0.523 B 7- 0.392 W12 - 0.507 W13 - 0.970 T 8- 0.528 B B- 0.841 W14 - 0.239 W15 - 0.775 WHERE CONFUSION MAY EXIST CONCERNING T 9- 0.385 B 9. 0.335 W16 - 0.638 W17 - 0.930 PROPER FIELD ERECTION. CLEARLY MARK 710- 0.385 BID- 0.551 MSB - 0.904 W19 - 0.259 INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS Tit- T12- 0.492 0.858 Bit- 0.164 W20 - W22 - 0.680 0.790 W21 - W23 - 0.711 0.362 MAKE PROVISIONS FOR TO PREVENT IMPROPER INSTALLATION. T13- 0.864 W24 - 0.794 W25 - 0.560 T14- 0.799 W26 - 0.099 W27 - 0.635 ADEQUATE DRAINAGE. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING 715- 0.683 REQUIRED AT 24' O.C. IF NO RIGID SHEATHING 716- 0.163 IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL g-0- 6-1-12 4-3- 5-7-0 -B-1 . -4-1 3-11-z QROFESS/ONa - ._..... 4-7- =1-1 �f- - _ 5-5-8 -1- 5-5-0-3-0 5=6-0' 4-0-14 �.� �.• FSS CAUTION) EXTRA CARE IS REQUIRED 12 DURING HANDLING AND ERECTION OF THIS TRUSS. 4 2445 A 0.25 i2 R6490 12 0.25 !� R1630 4860 6475 R1630 80120 647582443 486 120 4860 816305660 THE DESIGN OF TEMPORARY 6 PERMANENT 485 IF 82 BRACING ALONG WITH THE SUPERVISION OF 8-5-8 8163 W x 6-9-15 THE TRUSS ERECTION IS BY OTHERS. DUE 486 5 0 *1 * W 1/94 TO THE MAGNITUOE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A 0-5-8= - REGISTERED PROFESSIONAL ENGINEER OR 3252 IT 32120 4890 4860 5690 6490 4860 96120 80105 6490 ARCHITECT BE RETAINED FOR THESE C�VIt. 60 lgrf TURUSSIDESIGNED FOR 10 PSF BOTTOM CHORD 4 9-4 6-3-B 9-8-8 5-8-4 OF CALIF���\� LIVE LOAD ACTING NONCONCURRENTLY WITH -282 9-0-0 9-8-8 9-10-4 5-3_06556-0 8-0-0 TOP CHORD LIVE LOAD. 78-0-0 OVERALL SPAN 7-819 CODES BASIICWINDDSPEED -75 MPH. EXP. "C" PLATING BASED ON GREEN LUMBER AT TIME PLATE CODE SPACING DATE R50DO NCC-LDG 24.00' O.C. 12/7/93 A TrusPlus Design DWG• CA A4E MASONIC TEMPLE - F�- .A A Ob... T_ ____I snnms 1 ^ I TRUSWAL SYSTEMS CORPORATION CHICO / HOMEWOOD / Version 3.80 If 15 INE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILI ACTUAL DEAD LOADS IMPOSED BY THE SRUCTURE AND THE LIVE LOADS IMP HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR OIMEIS ONS PRIOR TO FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSW FAnNICATION SNAIL COMPLY WITH )IIF 'QUALITY CONTROL MANUAL' OF IN 1TIL1SWA1 InUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED A SI'f CIA). CU11:NG ONLY LA IE RAL BRACING REOUIRFO OF INDIVIDUAL TRUSS THIS DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHFA NO RIGID CEIL UW i5 APPLIED DIRECTLY 10 THE BOTTOM CHORD. 17 SHALL T0'-0' PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL DARE. IFIL WATCH IS ALWAYS REOUIREO TO PREVENT TOPPLING AND OOMINOI CIIMMI:Hi Al1Y ANO RECOMMENDATIONS' ITPII W14CRE. CONFUSION MAY EXIST CIf ARTY MAnK INTFRIOR BEARING LOCATIONS. CANTILEVFRS, AND THE CHOR INSI ALLAIION. TRUSSES SHALL NOT BI. PLACED IN ANY ENVIRONMENT THAT M MUDU TO tXCEFO 19% AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. JUDICIOUS APPI[CATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE ' Oty - 1 / Truss name ALL DIMENSIONS ARE TO BE VER)t1EO M Iris :OMPONENT MANUFACTURER, AKHITECT, AND/Ok MKI)INC CONTRACTOR PRIOR TO FABRICATION" O ON THIS DESIGN MEET OR EXCEED THE ED BY THE LOCAL BUILDING CODE OR DIMENSIONAL ACCURACY VERIFY ALL 16. 18. OR 20 GAGE AS SPECIFIED TRUSS PLATE INSTITUTE IIPII AND THE TO BI FOUAI I DIVIDED jgffh� DENOTES MF.MBF.RS IS NOTED ON IIIIS DRAWING ING UNLESS OTHERWISE S'ATEU WMERf E BRACED AI INTERVALS '101 E-CEFDIvO OVICE REGARDING TEMPORARY ERECTION RFFfR TO BRACING WOOD TRUSSES ONCFRNING PROPER AILD ERECTION. Of THL TRUSS 10 PREVENT IMPROPER L CAUSE THE MOISTURE CONTENT OF IMF. EN NECESSARY. IS BEST OFIERMINEO BY COPE OF RESPONSIBILITY OF TRUSWAL LUMBER SPECIFICATIONS wTop"'Chord 2x 4 * i1 .DF -L • Bot Chord 2x 6 * /2 OF -L BC Piece 2 2x 6 * SEL. SIR. DF -L BC Piece 3 2x 6 IF i1 OF -L Web Piece 2x 4 * STUD OF -L WEB Piece 2 10 16 18 2x 4 * 112 DF -L Top Cho. Bottom Chd - Webs T A-.'. 507. Bb-: -476-W 1- -1898 W 2- '2665 T 2= -2201 B 2='• -476 W 3= 913 W 4- -1460 T 3- -940 B 3- 2088 W 5 - 2198 W 6 - -3314 T 4- 1633 B 4- 871 W 7 - 3636 W 8 - -5667 T 5- 5827 B 5- -1633 W 9 - -5586 W10 - 7250 T 6- 1025 B 6- -5827 W11 - -137 W12 - -5540 T 7- 1025 B 7- 2644 W13 - 4013 W14 - -3630 T 8- -2644 B 8- 5181 W15 - 2735 W16 - -2116 T 9= -5181 B 9= 6544 W17 = 1487 W18 = -517 T10- -6544 BID- 6878 Wig - 251 W20 - 1361 Tit- -6878 811- 5907 W21 - -1112 W22- 3467 T12- -5907 812- 3433 W23 - -2575 W24 - 5115 BEARING REGUIREMENTS T13- -3433 813- 0 W25 - -3858 BEARING ACT. SIZE REO. SIZE LBS 82 5.50 In. 1.50 In. 1999 Top Chd Bottom Chd Webs BL 2.75 In. 2.36 In. 4416 T 1= 0.165 B 1. 0.036 W 1 = 0.169 W 2 = 0.235 B6 5.70 In. 10681 T 2- 0.175 B 2- 0.036 W 3 - 0.140 W 4 - 0.184 T 3- 0.165 B 3- 0.575 W 5 - 0.338 W 6 - 0.580 ALL BEARINGS SHOWN ON THIS DRAWING T 4- 0.232 B 4- 0.394 W 7 - 0.559 W 8 - 0.951 ARE LOAD BEARING. SHIM OR WEDGE IF T 5- 0.534 B 5- 0.374 W 9 - 0.617 W10 - 0.640 NECESSARY TO ACHIEVE FULL BEARING. T 6- 0.151 B 6- 0.482 W11 - 0.015 W12 - 0.803 T 7- 0.136 B 7- 0.465 W13 - 0.617 W14 - 0.555 WHERE CONFUSION MAY EXIST CONCERNING T 8- 0.086 B B- 0.701 W15 - 0.420 W16 - 0.231 PROPER FIELD ERECTION, CLEARLY MARK T 9- 0.149 8 9- 0.772 W17 - 0.228 W18 - 0.056 INTERIOR BEARING LOCATIONS, CANTI- T10- 0.228 BID- 0.850 W19 - 0.038 W20 - 0.209 LEVERS. AND THE CHORDS OF THE TRUSS Tit- 0.290 B11- 0.667 W21 - 0.122 W22 - 0.533 TO PREVENT IMPROPER INSTALLATION. 712- 0.236 B12- 0.706 W23 - 0.284 W24 - 0.787 T13- 0.110 B13- 0.412 W25 - 0.426 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTION] EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF THIS_TRUSS.:. THE DESIGN OF TEMPORARY 6 PERMANENT BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS BY OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE FUNCTIONS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. UNIT SHALL CONSIST OF (2) MEMBERS FASTENED TOGETHER WITH 10d NAILS AT 12' OC THROUGH- OUT. EACH MEMBER MUST HAVE CONNECTOR PLATES BOTH FACES OF EACH JOINT AS SHOWN. ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) EQUALLY TO EACH PLY. P0RWrA1'1LR'tr• CODE SPACING R5000 NCC-LDG 12.00' D.0 A TrusPlus Design DWG. CA 341L047 GIRDER LOADS MUST BE VERIFIED. StancIard•'Uniform [tlading APSF) TCLL = 16.0; TCDL = 14.0; BCDL _ 10:0: Uniform Loads PLF Load Case 1 Initial Final Start End Dir. TCLL 16.0 16.0 0.00 16.00 V TCDL 14.0 14.0 0.00 16.00 V BCLL 96.0 96.0 11.00 64.50 V BCDL 144.0 144.0 11.00 64.50 V SCOL 10.0 10.0 0.00 11.00 V Concentrated Loads Live Dead Located BC 460.0 690.0 10.06 V Increase - 1.250 LIVE LOAD DEFLECTION BASED ON L/600 2' CtlMPLETE'TRUSSES REOUIREO1 -. SPECIAL PLATEPOSITIONING CHART JOINT/ Y.: (1 n) Y: lin) ANGLE ------ ------ ------ ------ 1 3.22 2.88 9.2 4 0.00 0.00 6e-14 CONCENTRATED LOAD(S) REQUIRES ADEQUATE HANGER TO TRANSFER EQUAL LOAD TO EACH PLY. JOIN BOTTOM CHORDS TOGETHER WITH 10d COMMON NAILS @ 911 o.c. STAGGERED. A -4-Q 15-4-41 I5 -8-6I 4-5--4-E-g5-3--41 4 � 5-8-6 4-5- -6_j 4-4-6 5-3-4 4 t12 55105 4060 5575 4852 4860 4060 4060 4852 4060 4060 6490 5-10-2 406 405 15-5-2 0-5_8= 4 3260 4860 7275 4860 ffY4f05 8090 4860 7275 4850 4860 4860 R32§QB-4 5-8-6 8-1 -6-1 4-4-% 5-3-4 83260 42-1 5-4-4 5-8-6 -B-i 4-4- -3-4 4-6- 64-6-0 OVERALL SPAN DATE 12/7/93 it�► T L \VA�A�I SMEMS 20 TRUSWAL SYSTEMS CORPORAIION Qt,>;OFESSIoN� ME�s9AFyc� 7 ?' /3' /S4 l9l C/VIL F OF CAUi It IS INE RESPONSIBILITY OF OTHERS t0 ASCERTAIN THAT THE LOADS UTILIZED ON THIS OESIG ACIUAL OE AO LOANS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LO HISTOnICAL CLIMATIC RECORDS. NO RESPONSIBILITY 15 ASSUMED FOR DIMENSIONAL AC UIMENi1pNS PRIOR 10 FABRICATION CONNECTOR PLAITS SHOWN ARE TRUSWAL 16. 18. OR 20 1Ann ICAT10N SNAIL COMPLY WITH THF 'DUAI ITT CONIHOL MANUAL OF TOTE TRUSS VLATI INS IITIISWAI TnUSC OM MANUAL ALL PANELS NOT SPECIFICALLY 11ESIGNATIn ARF TO R1 FOUAII Y 51`FCI AI. CUII:NG ONLY LAZE RAL BRACING REOUIRFD Of INDIVIDUAL TRUSS ME MBF RS IS NO 11115 OLSIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHEATHING UNLESS OTHE NO RIGID CEILING IS APPLIED DIRECTLY t0 THE BOTTOM CHORD. IT SHALL BE BRACED At INT 10'.0' PFRSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING BRACING WHICH 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND 'DOMINOING' RFFFR TO 'B COMMF.n I ART ANO RE COMMENOATI ONS' ITPTI WHERE CONTUSIDN MAY EXIST CONCFRNING PROP CIF ARL *1 MARK INTFRIOR BEARING LOCATIONS. CANTIIEVFRS. AND THE CHORDS OF TTIl, TRUSS 1N5'ALLA T ION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE. THE Not WUOU TO FYC ETD 191< AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. I JUDICIOUS APPI (CATION OF EXPER IENCF. AND THEREFORE IS OUTSIDE THE SCOPE OF RF.SPONS name - / ALL DIMENSIONS ARE TO BE VERIHED BT 1% :OMPONENT MANUfACTURER, ARCHITECT, AND/0% `A Mill n1NP MNIRAMAP PRIOR TO FARRIPATIl1k " E1 OR EXCEED THE BUILDING CODE OR CY VERIFY ALL AS SPECIFIED SIE ITP11 AND n¢ (JET) DENOTES ON THIS DRAWING F STATED WHERE LS 4UT EACEFOING PORARY FRFCTION NG WOOn TRUSSES' FI110 FRECIION. PREVLNI IMPROPER E CONTENT OF THE ST OF.IEPMINEO BY IIY OF TRUSWAL ...LUMBER SPECIFICATIONS' TOP Chd . Bottom Chd 678 -Webs:' 1509 W26 - -437 Live - BEARING ACT. SIZE REO. SIZE LBS Top Chard 2x 4 IT 01 OF -L T 1- 507-B 1- -476 W 1 - -5461 W 2 - 6673 T15- -973 Rtandard Uniform Loading 0 (PSF) Bot Chord 2x 6 * f2 OF -L T 2- -6295 B 2- -476 M 3 -723 W 4 - 473 TCLL - 16.0: TCDL - 14.0: BCOL - 10.0: BC Piece 2 Bottom Chd T 3= -8704 B 3= 7870 M 5 = 1090 W 6 = 2171 T 1- 0.165 8 1- 0.036 W 1 - 0.487 N 2 - 216 * SEL. STA. DF -L T 4- -9888 B 4- 8248 M 7 - 45 W 8 - -368 Uniform Loads PLF Load Case 1 BC Piece 3 8 3- 0.950 T 5- -9616 9 5- 9888 W 9 - 1532 WIO - -2251 1X4 CONTINUOUS LATERAL BRACING ATTACHED Initial Final Start End Dir. 0.006 2x 6 * i1 OF -L T 6- -8125 B 6- 9616 W11 - -137 W12 - 3961 TCLL 16.0 16.0 0.00 16.00 V Web Piece 2x 4 * STUD OF -L T 7- -8125 B 7- 5501 W13 - -3105 W14 - 5671 TCOL 14.0 14.0 0.00 16.00 V NEB Piece 2 10 16 18 T 8- -5501 B B- 1745 W15 - -4383 WIG - 7195 BCLL 96.0 96.0 11.00 76.50 V HANGER TO 2x 4 It i2 DF -L T 9- -1745 8 9- -2893 W17 - -5632 WIG - 8793 SCOL 144.0 144.0 11.00 76.50 V 0.480 W25 - 0.232 W26 - T10= 2693 BID= -8561 W19 - -6867 W20 = -6465 BCDL 10.0 10.0 0.00 11.00 V ( 40 PSF) DURING HANDLING AND ERECTION OF T11- 8561 Bit- -3948 W21 - 4372 W22 - -4359 712- 3948 B12- -838 W23 - 2904 W24 - -2242 Concentrated Loads i 2 COMPLETE TRUSSES REOUIREDI SPECIAL PLATE POSITIONING CHART JOINTS Y:: (I n) Y: lin) ANGLE ------ ------ ------ ------ 1 3.22 2.88 9.2 4 0.00 0.00 18.4 15 -5.50 -3.50 0.0 16 -3.50 -13.21 0.0 BEARING REQUIREMENTS T13- 838 813- 678 W25 - 1509 W26 - -437 Live Dead Located BEARING ACT. SIZE REO. SIZE LBS T14- -678 B14- 973 W27 - 177 W28 - 1416 BC 460.0 690.0 10.06 V 82 5.50 In. 2.97 In. 5562 T15- -973 815- 0 W29 - 512 Increase - 1.250 TL 3.50 In. 1.50 In. 1714 LIVE LOAD DEFLECTION BASED ON L/600 Bit 6.72 In. 12602 Top Chd Bottom Chd Webs T 1- 0.165 8 1- 0.036 W 1 - 0.487 N 2 - 0.766 BRACING MEMBERS SHOWN BY * WHERE REQUIRED. GIRDER T 3- 0.502 8 3- 0.950 W 5 - 0.067 W 6 - 0.334 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 4- 0.665 B 4- 0.669 W 7 - 0.006 W 8 - 0.061 WITH TWO (2) Bd NAILS. T 5- 0.608 B 5- 0.730 W 9 - 0.235 W10 - 0.254 LOADS MUST BE VERIFIED. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING T 6- 0.351 T 7. 0.287 8 6- B 7= 0.933 0.622 W11 - W13 = 0.015 0.343 W12 - W14 0.609 0.672 REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. T B- 0.167 T 9- 0.068 B 8- B 9- 0.478 0.372 W15 - W17 - 0.484 0.622 W16 - WIG - 0.635 0.776 CONCENTRATED LOAD(S) REQUIRES END VERTICALS ARE DESIGNED FOR AXIAL 711 0.722 ail= 0.541 g W2J - 0.759 0.672 W20 W22 - 0.047 0.690 ADEQUATE HANGER TO TRANSFER LOADS ONLY. 712- 0.375 B12- 0.492 W23 - 0.447 W24 - 0.332 EQUAL LOAD TO EACH PLY. T13- 0.134 813- 0.480 W25 - 0.232 W26 - 0.064 CAUTIONI EXTRA CARE IS REQUIRED T14= 0.066 B14= 0.468 W27 = 0.027 W28 = 0.217 ( 40 PSF) DURING HANDLING AND ERECTION OF T15- 0-066 Bt5- 0.405 W29 - 0.094 THIS TRUSS THE DESIGN OF TEMPORARY 6 PERMANENT BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS BY OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A4-%.5-4-4, 5-6-6 -5 i1-4- 5-3-4, 4-9-0, 5-4-0, REGISTERED PROFESSIONAL ENGINEER OR -l0-0 5-8-6 4-5- -6-1 �4-4- 5-3-4 -T4- 0� ARCHITECT BE RETAINED FOR THESE FUNCTIONS. TRUSS OESIGNED FOR 10 PSF BOTTOM CHORD 4 12 56105 4860 4860 4852 4860 5660 6475 96120 4860 5660 4860 4860 6475 4136 LIVE LOAD ACTING NONCONCURRENTLY WITH 3245 2-13 TOP CHORD LIVE LOAD. S -SO -2 567 W 6 8 * 4-3-0 UNIT SHALL CONSIST OF (2) MEMBERS FASTENED 0-5-8= TOGETHER WITH 10d NAILS AT 12' OC THROUGH- 3260 4890 7275 4850 7275 48105 8090 6475 96120 4860 4860 7275 4860 82445 OUT. EACH MEMBER MUST HAVE CONNECTOR PLATES BOTH FACES OF EACH JOINT AS SHOWN. R32fiUI5-8-6 1-6-1,5 A-4460 ,5-3-4, A ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) 1-2-1 5 5-4-4 5-8-6 -8-1 4r-4- -3-4 4-9-0 4-9-0' EQUALLY TO EACH PLY. 74-6-0 OVERALL SPAN PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. PLATE CODE SPACING DATE R5000 HCC-LDG 12.00' O.C. 12/7/93 A TrusPlus Design DWG• CA 341L04-&_,-` 03 A6B 0/0 MASONIC HALL - CHICO HOMEWOO MES�9�yc� Cr V a IT IS THE RESPONSIBILITY OF 01MCPS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MFET OR EXCEED THE AC'OIL DE AO LOADS IMPOSED BY THF. STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HI S10nlC AL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FON DIMFNSIONAL ACCURACY VERIFY Alt. ' ` ► ` UIMEN910NS PRIOR 10 FABRICATION CONNECTOR PLATES SHOWN ARE TRUSWAL 16. IB. OR 20 GAGE, AS SPECIFIED FABRICATION SHALL COMPLY WITH THE, 'DUALIIY CONTROL MANUAL' OF 111E TRUSS PLATE INSTITUTE ITPII AND THE T IRUSWAL TAUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATFO ARE 10 BE FOUAILY DIVIDED. dik& DENOTES SPECIAL CUTTING ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBFPS IS NOTED ON THIS DRAWING THIS DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHFAtHING UNLESS OTHERMISF S'ATEU WHERE NO RIGID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. I1 SHALL BE BRACED AT INTERVALS NOT E 4EFOING A� A 10'-0' PFRSONS ERECTING TRUSSES APF CAUTIONED TO SF -Ek PROFESSIONAL ADVICE REGARDING TEMPORARY ERFCIION ,_-__-, r - Y- Y -•W DHACIIIG W11ICH IS ALWAYS REGUIREO 10 PnEVFNI TOPPLING AND 'DOMINOING' RFFFR TO 'BRACING Moon TRUSSES CGMMFN1AnV AND RECOMMENDATIONS' ITPII WHERE CONFUSION MAY EXIST CONCFNNING PROPER FIELD FRECIION, Cl FAIIIY MARK INTERIOR BEARING LOCATIONS, CANTILF-VFRS• AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER TRUSWAL SYSTEMS CORPORATION INSTALLATION. TRUSSES SHALL NOT ST. PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE WOO TO tXCEFO t91 AND/OR CAUSE CONNECTOR PLATE CORROSION, CAMBER, WHEN NECESSARY, IS BEST OFIERMINEO 8, JUDICIOUS APPLICATION OF EXPERIENCE. AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL ALL DIMENSIONS ARE TO BE VERIFIED P IK .OMPONENT MANUFACTURER, ARCHITECT, AND/Ok imi nING CONTRACTf1R PRIOR TO FABRICAT10% - LUMBER SPECIFICATIONS Top Cho Bottom.Chd Webs. TFIUSCOM MANUAL ALL PANELS NOT SPECIF ICALIY DESIGNATED ARE TO BL FOWL 1.1 OIVIUEn A, DENOTES Top -Chord -2x 4.r t1 -DF -L ... .... .T.:1 -:='507-B-1- SPFCIAI. CUIT,NG ONLY LATERAL BRACING REOUIRE.O OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING -476- W'1 -9885'W 2 =•-127.61 Bot Chord 2x 6 W t2 DF -L 'T 2=-12442 8 2= -476 W 3 = -1836 W 4 = 1789 BC Piece 2 T 3--13987 B 3- 11803 W 5 - 337 W 6 - 5904 2x 6 ■ SEL. STR. OF -L T 4--17727 B 4. 13266 W 7 - -2400 W 8 - 3236 BC Piece 3 T 5--20122 8 5- 17727 N 9 - -892 MID - 985 2x 6 IF i1 OF -L T 6--20775 B 6- 20122 Wil - -137 W12 - 726 Web Piece 2x 4 IF STUD OF -L T 7--20775 B 7- 20294 W13 - -581 W14 - 2426 WEB Piece 2 10 16 18 T 8--20294 B B- 18687 W15 - -1951 W15 - 6125 2x 4 IF 02 DF -L T 9=-18687 B 9= 14739 W17 = -4814 W18 = 6354 T10--14739 BID- 10644 W19 - -5002 W20 - 7207 T11--10644 811- 5502 W21 - -5206 W22 - 7610 T12- -5502 B12- 0 W23 - -5335 BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS Top Chd Bottom Chd Webs B2 5.50 in. 2.84 In. 7986 T 1- 0.098 B 1- 0.021 W 1 - 0.467 W 2 - 0.751 BL 5.50 In. 1.91 In. 5361 T 2- 0.382 B 2. 0.021 W 3 - 0.113 W 4 = 0.03 T 3- 0.460 B 3. 0.765 W 5 - 0.034 W 6 - 0.605 WHERE CONFUSION MAY EXIST CONCERNING T 4- 0.797 B 4- 0.538 N 7 - 0.163 W 8 - 0.332 PROPER FIELD ERECTION• CLEARLY MARK T 5- 0.993 B 5. 0.649 W 9 - 0.060 WSO - 0.057 INTERIOR BEARING LOCATIONS. CANTI- T 5- 0.800 B B- 0.974 W11 - 0.009 W12 - 0.074 LEVERS. AND THE CHORDS OF THE TRUSS T 7- 0.668 B 7- 0.932 W13 - 0.046 W14 - 0.248 TO PREVENT IMPROPER INSTALLATION. T 8- 0.639 B 8- 0.995 W15 - 0.132 W16 - 0.360 T 9- 0.531 B 9- 0.644 W17 - 0.327 W18 - 0.374 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING 110- 0.362 810- 0.469 W19 - 0.340 W20 - 0.739 REQUIRED AT 24' O.C. IF NO RIGID SHEATHING T11- 0.237 811- 0.247 W21 - 0.354 W22 - 0.780 IS ATTACHED. T12- 0.096 812- 0.010 W23 - D.363 END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. GIRDER CAUTIONI EXTRA CARE IS REQUIRED DURING HANDLING SNIILIN6 AND ERECTION of HISRULOADS MUST BE VERIFIED. TRUSS DESIGNED FOR f0 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH Standard. Uniform Loading- (PSF) TCLL = 16.0: TCDC"= 14.0: BCDL = 10.0: Uniform Loads PLF Load Case 1 Initial Final Start End Dir. TCLL 16.0 16.0 0.00 16.00 V TCDL 14.0 14.0 0.00 16.00 V BCLL 95.0 96.0 11.00 40.00 V BCDL 144.0 144.0 11.00 40.00 V BCDL 10.0 10.0 D.00 11.00 V Concentrated Loads Live Dead Located BC 460.0 690.0 10.06 V BC 900.0 1360.0 40.54 V Increase - 1.250 LIVE LOAD DEFLECTION BASED ON L/600 3 COFIPLETE TRUSSES REQUI401 ' SPECIAL PLATE POSITIONING CHART JOINT# X: (I n) Y: (i n) ANGLE ------ ------ --------- ---- --- 3 88 9.2 4 0.00 0.00 1B.4 CONCENTRATED LOAD(S) REQUIRES ADEQUATE HANGER TO TRANSFER EQUAL LOAD TO EACH PLY. JOIN BOTTOM CHORDS TOGETHER WITH 16d COMMON NAILS @ 711 o.c. STAGGERED FROM BOTH FACES OF 3 -PLY TRUSS. TOP CHORD LIVE LOAD. F 4-4-8 1 5-4-4 , 5-6-6 4-5-3 1 1 4-4-6 1 5-3-4 , 1 I T UNIT 54ALL CONSIST OF (3) MEMBERS FASTENED 5-i0-0 5-B-6 4-5-3 _ 4-6-15r 4-4-6 5-6-1.2. TOGETHER WITH 166 NAILS AT 16' OC THROUGH- OUT FROM BOTH FACES. EACH MEMBER MUST HAVE CONNECTOR PLATES FROM BOTH FACES OF EACH JOINT AS SHOWN. ALL LOADS SHALL BE DISTRIBUTED IBY OTHERS) 5-10-10 EQUALLY TO EACH PLY. PLATING BASED ON GREEN LUMBER AT TIME 0-5-8= 12 64105 4 I � 3252 3252 4852 3252 3252 4060 5660 4852 5660 OF MANUFACTURE. 326011 4890 7275 4860 7275 48105 7275 4860 8090 4860 4860 83260 R3260 , 5-8-4 5-8-6 ,4-8-111 ,4-6-15, 14-4-6 5-3-4 '4-2-12' 5-4-4 5-8-6 4-8-11 4-4-6 5-3-4 F , ' 59-11-8 OVERALL SPAN �o QROfESS/pyq� MESS9 F a /RL-AYYiA(LnOH 5-5-13 CIVI1. PLATE CODE SPACING DATE 85000 NCC-LDG 12.00' O.C. 12/7/93 ' ` ' ` II I$ TFIE AESPONS IBILITY OF OTHERS 10 ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED INE ACIUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL DIMENSIONS PATOR 10 FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSMAL 16, 16. OR 20 GAGE. AS SPECIFIED TeOR1CATION SHALL COMPLY WITH THE 'nUALITY CONTROL MANUAL' OF THE TRUSS PLAIT. INSTITUTE IIP1I AND THE TFIUSCOM MANUAL ALL PANELS NOT SPECIF ICALIY DESIGNATED ARE TO BL FOWL 1.1 OIVIUEn A, DENOTES SPFCIAI. CUIT,NG ONLY LATERAL BRACING REOUIRE.O OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING A T r u s P 1 u s D e s 1 g n T1IIUSWAI. N115 DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHEATHING UNLESS OTHERWISE SIATEU WHERE HO RIGID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD, 11 SHALL BE BRACED Al INTERVALS NUI ,--___, Y.tW a.L7 E.CEFOING 10'-0' PERSONS ERECTING TRUSSES ARF. CAUTIONED TO SEEK PROFESSIONAL ADVICE REGAROING TEMPORARY F.RFCIION ONACING WHICH i5 ALWAYS REOUIREO 10 PREVENT TOPPLING AND 'DOMINOING• RFTFR 10 'BRACING WOOD IPUSSFS C1IMMEN1AnY AND RECOMMENDATIONS• (I PIWHERE CONFUSION MAY EXIST CONCERNING PROPER FIIIU FRECTION, OMG# A TRUSWAL SVSTEMSCORPORATION CI FAn1Y MARK INI EFTIOR BEARING LOCATIONS, CANALEVF R$, AND THE CHORDS OF THE TRUSS IO PRE'+ENI IMPROPER INN$IALLAVON, TRUSSES SHALL NOT BI: PLACED IN ANY ENVl NNE NI TNAT MILL CAUSE 111E MOISTURE CONTENT OF THE -r 34 1 1 O u L 1 W000 10 IXCEFD 191 AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED BY Kr JUnICIOUS APP11CATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF 1RUSWAL A6C 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 Oty - 1 / Truss name - E144 3 - dl-' ALL DIMEN IONS ARE TO BE VERIFIED BI IFIL CCOMPONENT MANUFACTURER, ARCHITECT, AND/Ok U11MING CONTRACTnR PRIOR TO FABRICATIAN" LUMBER SPECIFICATIONS Ton Cnord .211 4 0 #1 DF -L -.... Bat Chord 2x 6 * 02 DF -L BC Piece 2 2x 6 w SEL. SIR. OF -L BC Piece 3 2x 6 M #1 6 BTR. OF -L Web Piece 2x 4 W STUD OF -L WEB Piece 2 10 16 2x 4 If #2 DF -L BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 82 5.50 In. 3.21 In. 6020 TL 3.50 In. 1.83 In. 5947 WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER.INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END YERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. UNIT SHALL CONSIST OF (2) MEMBERS FASTENED TOGETHER WITH 10d NAILS AT 12' OC THROUGH- OUT. EACH MEMBER MUST HAVE CONNECTOR PLATES BOTH.FACM OF EACH JOINT AS SHOWN.. ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) EQUALLY TO EACH PLY. . Top Chtl Bottom Chd Webs _ I1 IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAI THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEEO THE ACTUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND 111E LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR I HISTOnCAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL DIMF.NGOIIS PRIOR 10 FABRICATION. CONNECTOn PLATES SHOWN ARE TRUSMAL 16. 18, OR 20 GAGE. AS SPECIFIED FARRICATION HALL 'DUAL --t COMPLY WITH THE IICONTROL MANUAL* OF THE TRUSS PLATT, INSTITUTE ITPII AND TN[ TRUSWAI TRUSCOM 4T-.1- ­: 507 B 1- -476 W-1 - -' -5920;: W .2 - • 9447 - Standard. -Uniform Ideding (PSFY 2' COMPLETL1 TRUSSES REQUIREOL.. T 2= -9081 B 2= -476 N 3 = -952W 4 = 836 TCLL ='16.0; TCDL = 14.0; BCDL = 10.0; AGO, 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 Oty - ! Truss name - - , T 3- -9803 B 3- 8615 N 5 - 682 M 6 - 3180 SPECIAL PLATE POSITIONING CHART T 4--11695 8 4- 9292 M 7 - -616 M B - 610 Uniform Loads PLF Load Case 1 JOINT# x: (i TO Y: )i n) ANGLE T 5--12146 B 5- 11695 M 9 - 874 W10 - -1372 Initial Final Start End Dir. ------ ------ ------ T 6--11237 B 6- 12146 W11 - -137 W12 - 3083 TCLL 16.0 16.0 0.00 10.00 V 1 2.85 2.76 9.2 T 7--11237 B 7- 9195 W13 - -2447 W14 - 4793 TCDL 14.0 14.0 0.00 10.00 V 4 0.00 0.00 48.4 T 8- -9196 B 8- 6021 W15 - -3751 W16 - 7884 BCLL 96.0 96.0 11.00 47.00 V f0 -6.25 -3.50 0.0 T 9- -6021 B 9= 0 W17 = 766 SCOL 144.0 144.0 11.00 47.00 V f0 -3.50 -13.21 0.0 BCOL 10.0 10.0 0.00 9.00 V Top Chit Bottom Chd Webs T 1- 0.165 8 1. 0.036 W 1 - 0.528 W 2 - 0.834 Concentrated Loads T 2- 0.479 B 2- 0.033 W 3 - 0.090 W 4 - 0.128 Live Dead Located T 3- 0.429 B 3- 0.994 W 5 - 0.135 W 6 - 0.489 BC 460.0 590.0 J3 V T 4- 0.856 B 4- 0.708 M 7 - 0.068 W 8 - 0.093 Increase - 1.250 T 5= 0.918 8 5. 0.798 W 9 = 0.134 W10 = 0.154 LIVE LOAD DEFLECTION BASED ON L/600 T 6- 0.596 8 6- 0.934 W11 - 0.015 W12 - 0.474 T 7- 0.491 B 7- 0.719 W13 - 0.270 W14 - 0.737 T B- 0.454 B B- 0.919 W15 - 0.414 W16 - 0.696 T 9- 0.240 B 9- 0.529 W17 - 0.117 CONCENTRATED LOAD(S) REQUIRES ADEQUATE HANGER TO TRANSFER EQUAL LOAD TO EACH PLY. JOIN BOTTOM CHORDS TOGETHER WITH 10d COMMON NAILS @ 911 o.c. STAGGERED. -4-8 -4-4 -8-6 5d 3) + 64 F. .-5-10-0 5-66 _.. 4-6-15 1? 56105 3252 325a 4852 3a5a APF;n RecA PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. 5-10-2 GIRDER 0-5-8= 3' LOADS MUST BE VERIFIED. ae •-_- Yeio YROV fefD ..4- uusu ;1oFp R32'05-13-4) ) 5-8-6 ) )4-8-11, )4-6-151 ) 4-2-12 5-4-4 5-8-6 4-8-11 5-11-12 r 46-i1-8 OVERALL SPAN QROFESS/pNq �,. ME ' AL.. rY1lfknfle 7� CIVIL PLATE CODE SPACING DATE 85000 NCC -LOG 12.00* O.C. 12/7/93 _ I1 IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAI THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEEO THE ACTUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND 111E LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR I HISTOnCAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL DIMF.NGOIIS PRIOR 10 FABRICATION. CONNECTOn PLATES SHOWN ARE TRUSMAL 16. 18, OR 20 GAGE. AS SPECIFIED FARRICATION HALL 'DUAL COMPLY WITH THE IICONTROL MANUAL* OF THE TRUSS PLATT, INSTITUTE ITPII AND TN[ TRUSWAI TRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED ARE 10 81. EOUALI.Y OIVIOFO � DENOTES SPECIAL CUTTING T ONLY LATERAL BRACING REOUIRFO OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING THIS DESIGN ASSUMES THE TOP CHORD 10 A T r u s P 1 u s Design BE CONTINUOUSLY BPACFO BY SHEATHING UNLESS OIHEPWISF SIATEU WHERE NO 81910 CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. 11 SHALL BE BRACED AT INTERVALS •NUT w ^ SWEIMBRACING i �a a•Li FACEFOING 10'-0• PERSONS ERECTING TRUSSES APF. CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY FRFCTION WIITCH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND 'DOMINOING' RFFFR TO *BRACING Mo00 TRUSSES CDANY AND RECOMMENDATIONS 11P 11 WHERE CONFUSION MAY EXIST CONCF.NNING PROPER FIF DWG# CA � /_ � � � 7 n r'� (� TRUSWAL SYSTEMS CORPORATION TART ATIONS,LD fRECTION, L'IFARIY MARK INTERIOR BEARING LOCATIONS, CANTILEVERS. ANO THE CHORDS Of THE TRUSS TO PREVENT IMPROPER LOCOf NOOUA TORI XCEEO DP NT ANY ENVIRONMENT THAT. WILLWHECAUSES THE COFTENI OF THE. 1 L L 19;SiN0/SHALLOA SE MOISTURE JUDICIOUS 8t APP#ICAIION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF 1RUSWAL AGO, 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 Oty - ! Truss name - - ALL OIMCN3IOn5 ARE TO BE VERIFiEfI by iFit COMPONENT MANUFACTURER, ARCHITECT, AND/Ok )II!tnING CONTRACTOR PRIOR TO FABRICATIM • _ _:. _ •.:.., ..._._•...., ...... -CUMBER SPECIFICATIONS ""'" .Top COo, Bottom Chtl Webs Top Chord 2x 4 *'i1 G BTR. OF -L _•T 1- 481'B 1- -452 W 1 - -1664 W 2 - 2722 Bot Chord 2x 4 * t1 6 BTR. DF -L T 2- -2315 B 2- -452 W 3 - -531 W 4 - 180 BC Piece 3 T 3= -2474 B 3= 2196 M 5 = 441 W 6 = -569 2r 4 It SEL. STA. DF -L T 4- -2344 B 4- 2739 W 7 - 123 W 8 - -277 BC Piece 4 T 5= -2815 B 5- 2547 W 9 - 429 W10 - -786 2x 6 * i2 DF -L T 6- -2815 B 6- 1228 W11 - -279 W12 - 1333 Web Piece 2x 4 * STUD DF -L T 7- -2058 B 7- -1215 W13 - -1689 W14 - -279 WEB Piece 2 20 22 T B= -2056 B B- -2830 W15 - 2236 W16 - -2592 2x 4 * i2 DF -L T 9- -177 B 9- -6961 W17 - 2140 W18 - -3092 WEB Piece 21 710= -177 BID= -6961 W19 = -279 W20 = 3543 2x 6 * #2 DF -L 111- 2830 Bit- 0 W21 - -6384 W22 - 4984 WEB Piece 24 T12- 4755 W23 - -405 W24 - -4225 2x 4 * SEL. STR. DF -L T13- 4755 W25 - 2554 T14- 3200 T15- 3200 BEARING REQUIREMENTS Top Cha Bottom Cho Webs BEARING ACT. SIZE REO. SIZE LBS T 1- 0.333 B 1. 0.128 M 1 - 0.350 W 2 - 0.480 B2 5.50 In. 2.OB In. 1953 T 2- 0.494 8 2- 0.142 W 3 - 0.178 W 4 - 0.055 BID 5.91 In. 6475 T 3- 0.518 B 3. 0.554 W 5 0.135 W 6 - 0.299 T 4- 0.338 B 4- 0.659 W 7 - 0.037 W 8 - 0.187 Uplift Reactions T 5- 0.381 B 5- 0.634 W 9 - 0.132 W10 - 0.845 82 -223 T 6- 0.316 B 6- 0.340 W11 - 0.189 W12 - 0.410 T 7= 0.260 B 7= 0.468 W13 = 0.769 W14 = 0.189 BRACING MEMBERS SHOWN BY * WHERE REQUIRED. T 8- 0.260 B 8- 0.276 W15 - 0.688 W16 - 0.687 T 9- 0.187 B 9- 0.436 W17 - 0.658 W18 - O.B19 1X4 CONTINUOUS LATERAL BRACING ATTACHED T10- 0.167 BID- 0.528 W19 - 0.169 W20 - 0.625 WITH TWO (2) So NAILS. 711- 0.555 Bit- 0.143 W21 - 0.597 W22 - 0.880 T12- 0.808 W23 - 0.274 W24 - 0.942 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING T13- 0.936 W25 - 0.785 REQUIRED AT 24' O.C. IF NO RIGID SHEATHING T14= 0.792 IS ATTACHED. 715- 0.792 END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTIONI EXTRA CARE IS REQUIRED DURING HANK.?NG AND ERECTION OF THIS TRUSS. THE DESIGN OF TEMPORARY 8 PERMANENT BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS BY OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE FUNCTIONS. TRUSS OESIGNED'FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. "C" '4PLATE CODE SPACING 85000 NCC -LOG 24.00' O.C. A TrusPlus Design OWGI A 3�1L0� A7A 0/0 MASONIC HALL - A- Standard,'Vni foLoading (PSF) . TCLL - 16.0; TCDL 14.0; BCOL - B.O: Concentrated Loads Live Dead Located SC 1250.0 1250.0 78.00 V Increase - 1.250 LIVE LOAD DEFLECTION BASED ON L/600 SPECIAL.'PLATE POSITIONING CHART ' „ - JOINT$ X: (i n) Y: lin) ANGLE ------ ------ ------ 1 2.85 2.76 9.2 4 -5.69 -5.59 18.4 CONC. LOADS ARE PER TRUSS OVER A MINIMUM OF 3 ADJACENT TRUSSES. FOR ALT. END DETAIL SEE DRWG. CA341LO47-14. A-4-� 6-3-10 G-1 1-7- -7- -9-9 -77-1_ 6-9- G - - 4_6_ 14 8-1 4 12 5675 4860 R1630 4852 R1630 4860 4852 4660 4860 R1630UB-80135 R1630 6490 5-5-10 1 02 0-5-B= . " � � i N WE Me i I WO, %7 Im 1 I'm 3252 4850 4890 3282 5690 4890 72105 64105 96120 82452 R2460 R5575 6-B-14 9-10-10 9-3-10 -6- 6-6-14 -2-1 6-5-6 9-3-10 9-5-6 -7-i 6-11-2 78-0-0 OVERALL SPAN DATE 12/7/93 T QW, &'W, SYSTEMS 16 IRUSWAL SYSTEMS CORPORATION 5 TNL RESPONSIBILITY OF 01 AL OE AO LOADS IMPOSED BY 1 DnICAL CLI "A RECORDS. 1131011S PRIOR 10 FABq ICAI ICATION SHALL COMPLY Mit MAI, 7RUSC OM MANUAL. ALL 'A AI. CUTI; NG ONLY LATERAL 110 PIGIO CF.1L111G 15 AI 10'.0' PFRSONS EPEC OIIp[I1+G MNICH IS ALMA CLIMwErII AI" Ar10 RE COMM I CII ANI r NAnK INIFRIOR 11151 ALLAIION, TAUS Sf. NUOU TO IYCLFD 191 AN'. JUDICIOUS APPI ICATION ALL DIMEN-SIONS ARE TO BE VERIFIED BV 11%, .OfAPONFNT MANUFACTURER, ARCHITECT, AND/4k IM SING CONTRACT(IR PRIOR TO FABRICATION • aIN 1NA1 AND THE OIL IT Y f 1/94 CIV11. \Q qlf O f CALaF��� I6-1-13 • IO BE CONTINUOUSLY BRACED BY $HFA TLY 10 1HE 10111. CHORD. IT SHALL 5 ARF. CaUII0NE0 10 SEEN PROFESSIONAL TO PREVENT Ni TOPPL MNG AND 'DOM INOI I1PT1 MNERE CONE U$ION MAY EXIST .00►1 IONS. CANT IL F, VE RS. AND THE CHOP 81. PLACED IN ANY ENVIRONMENT THAT M 'ONNELIOR PLATE CORROSION. CAMBER. IE NCE AND THEREFORE IS OUTSIDE THE 0 ON THIS DESIGN NFEI OR EXCEED THE EO By THE LOCAL 0ufL0IMG CODE OR DIMF.NStONAL ACCURACY VERIFY All 16. 1B, OR 20 GAGE AS SPECIFIED IRU 55 PLAIT INSTITUTE ITP 11 AND THE TO flt. FOUaIIY DTVI OF n. Ak� DENOTES MENBF P$ IS NOTED ON IH I$ DRAWING MNG UNLESS OTIIE PM [$F. $rATEU MME of E BRACED at INTERVALS 40T ExCEfOD+G DVICE REGARDING TEMPORARY f.RFLIIOv gFtfR f0 'BRACING MOOD TRUSSES' ONCE RNING PRpPLR (If LD (RECTION, OF THE TRUSS 10 PRE :UNI IMPROPER L CAUSE. THE MOISTURE CONTENT OF THE EN NECESSARY. IS BEST OF1EgMINED BY COPE OF RESPONSIBILITY OF IRU$M1L LUMBER SPECIFICATIONS ... .Tap. Chord •2x.=4- r t1 6-, BTR- OF-L•y.:, ' Bot Chord 2x'4 a /1 6 BTR. DF -L BC Piece 2 3 2x 4 w SEL. STR. OF -L Web Piece 2x 4 r STUD DF -L WEB Piece 2 2x 4 ■ i2 DF -L BEARING REGUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 82 5.50 In. 2.83 In. 2657 TL 3.50 In. 1.50 In. 2280 Uplift Reactions 82 -710 TL -798 BRACING MEMBERS SHOWN BY • WHERE REQUIRED. 1X4 CONTINUOUS LATERAL BRACING ATTACHED WITH TWO (2) BO NAILS. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS• CANTI- LEVERS, AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUT.ICNI EXTRA CAnE IS REQUIRED DURING HANDLING AND ERECTION OF THIS TRUSS. Top Cnd Bottom Cho Webs Webs:... �. SPECIAL PLATE POSITIONING CHART -T J--507 B 1�,..-476' W 3 - 0.478 W 2 - 0.697 W..3; - -2546=:W 2 -. .3946 . '• - Standard -Uniform Loading. (PSF1 ;: JOINTS - .,x:. (in). ..: :Y: -fin).- .ANGLE '._ _= • T 2= -3544 B 2= -476 W 3 = -789 W 4'= ''494 TCLL = 16.0; TCDL = 14.0; BCDL = 10.0; ------ --=--- ------ ------ T 3- -3982 B 3- 3362 W 5 - 922 W 6 - -3429 Increase - 1.250 1 2.85 2.76 9.2 T 4- -3770 B 4- 4763 W 7 - 905 W B - -277 LIVE LOAD DEFLECTION BASED ON L/600 4 -5.69 -5.59 16.4 T 5- -5321 B 5- 5512 W 9 - -307 W10 - -50 W19 - 0.020 13 -6.25 -3.50 0.0 T 6- -5321 B 6- 5080 W11 = -279 W12 - 644 T12- 0.408 13 -3.50 -24.21 0.0 T 7- -5481 B 7- 3465 W13 - -1000 W34 - -279 T B- -5481 B B- 0 W15 - 1594 W16 - -1951 HORIZONTAL WIND REACTION = 247# T 9= -4458 W17 = = -335 W18 3023 T10- -4458 W19 - 65 TYP. RESISTED BY CONNECTIONS Tif- -2250 , T12- -2250 TO ROOF DIAPHRAGM BY OTHERS. Top Cho Bottom Chd Webs T 1- 0.336 B f- 0.161 W 3 - 0.478 W 2 - 0.697 T 2= 0.711 B 2= 0.177 W 3 - 0.265 W 4 = 0.152 QROFESS/ply T 3- 0.810 8 3. 0.774 W 5 - 0.283 W 6 - 0.753 SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR T 4- 0.491 B 4. 0.781 T 5- 0.731 B 5- 0.857 W 7. 0.278 W 8- 0.187M W 9 - 0.330 W10 - 0.053 24. O.C. SPACED TRUSSES. USE 2X4 LATERAL F y �.• ESS+ 4' T 6- 0.607 B 6- 0.786 W11 - 0.189 M12 - 0.198 BRACING ATTACHED WHERE SHOWN BY ('q WITH �fVQ T 7- 0.631 B 7- 0.621 W13 - 0.455 W14 - 0.189 TWO (Z) 10d NAILS EACH. G4T T 8- 0.631 B B- 0.276 W15 - 0.490 W16 - 0.88B T 9- 0.488 W17 - 0.227 W18 - 0.930 82 T30 0.488 W19 - 0.020 EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT Til: 0.408 40- O.C. MAXIMUM, DROPPED TO THE FLAT TOP T12- 0.408 CHORD OF THE TRUSS. VERTICALS ARE TO BE 2131194 ATTACHED WITH 1630 PLATES, TYPICAL. N1.1 CiVI1. .\Q` 4-4-8 6-3-10 4-6-15 4-7-13 4-7-13 4-7-13 6-10-10. 5-1-15 4-7-13 4-7-13 4-7-13 6-9-10 *(19)�-LATERAL BRACES REQUIRES (EVENLY`�SPACED) 12 5675 4060 81630 4852 R1630 4060 4852 4060 R1630 649n THE DESIGN OF TEMPORARY 6 PERMANENT BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS BY OTHERS. DUE 6-5-10 TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE 0-5-8= FUNCTIONS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. 7HIS BB CODES IS BASIC WINDDSP ED -75 MPH. EXP TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME PLATE'"'-"-'" CODE SPACING 115000 HCC-LDG 24.00' O.C. .Vwv 4000 aece nb'JU 82467 . 6-8-14 9-10-10 II CII '4-2-12' 6-5-6 9-3-10 62-0-0 OVERALL SPAN ALL DIMENSIONS ARE TO BE VERIFIED BY Itt :OMPONENT MANUFACTURER, ARCHITECT, AND/Ok 111RI)INf, CONTRACTOR PRIOR TO FARRICATI(1h - 3245 2-1-13 4-0-0 aeiuo b49U H2445 9-3-10 6-6-2 9-3-10 MFET OR EACEEO THE L BUILDING CODE OR RACY VERIFY ALL GF. AS SPECIFIED LUTE MIT AND INE VIDEO. A, OE MOIL 0 ON THIS OAA -ING ISF S'ATEU WHERE VALS '4UTE•CEFODiG EMPORARY F.nFCIION CING WOOD TRUSSES T III" ""CTION. PRNT IMPROPER URE CON TEM' OF THE GEST Of tERMIMED BY ILITY OF TRUSWAL LUMBER SPECIFICATIONS Top Chord 2x 4 IF #1 G'BTR: OF -L' Bot Chord 2x 4 * 01 6 BTR. OF -L- BC Piece 2 3 2x 4 IT SEL. STA. DF -L Web Piece 2x 4 * STUD OF -L WEB Piece 2 2x 4 * 02 OF -L BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 82 5.50 In. 2.75 In. 2586 BL 5.50 In. 2.33 In. 2187 Uplift Reactions 82 -100 BL -130 BRACING MEMBERS SHOWN BY * WHERE REQUIRED. 1X4 CONTINUOUS LATERAL BRACING ATTACHED WITH TWO (2) Bd NAILS. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION. CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CALITIONI EXTRA CARE IS REQUIRED OUAING HANDLING AND ERECTION OF THIS TRUSS. THE DESIGN OF TEMPORARY 6 PERMANENT BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS BY OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR 0 ARCHITECT BE RETAINED FOR THESE FUNCTIONS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME E OF MANUFACTURE. PLATE CODE SPACING R5000 NCC -LOG 24.00' O.C. A TrusPlus Design Top Chd Bottom Cho Webs T 1- 507 B 1- -476 W'1-- -2475 w 2 - 3819 T 2= -3414 B 2= -476 W 3 = -760 W 4 = 459 T 3- -3820 B 3- 3239 N 5 - B70 W 6 - -1331 T 4- -3617 B 4- 4541 W 7 - 815 W 8 - -277 T 5- -5044 B 5- 5179 W 9 - -217 W10 - -140 T 6- -5044 B 5- 4635 W11 - -279 W12 - 734 T 7- -5092 6 7- 2907 W13 - -1090 W14 - -279 T B- -5092 8 8- 0 W15 - 1665 W16 - -2041 T 9= -3956 W17 = -274 W18 = 2590 710- -3956 Wig - -2143 T11- -1636 712= -1636 Top Chd Bottom Chd Web$ T 1- 0.336 B 1- 0.161 N 1 - 0.465 W 2 - 0.674 T 2= 0.684 B 2= 0.177 W 3 = 0.255 W 4 = 0.141 T 3- 0.772 B 3. 0.758 N 5 - 0.267 W 6 - 0.701 T 4- 0.472 8 4. 0.759 W 7 - 0.250 W 8 - 0.187 T 5= 0.683 8 5- 0.824 W 9 - 0.233 W10 - 0.150 T 6- 0.566 8 5- 0.740 W11 - 0.189 W12 0.225 T 7- 0.573 B 7. 0.565 W13 - 0.496 W14 - 0.169 T B- 0.573 B B- 0.276 W15 - 0.518 W16 - 0.929 T 9- 0.427 W17 - 0.185 W18 - 0.797 710- 0.427 W19 - 0.658 T11- 0.235 712- 0.212 SPECIAL PLATE POSITIONING CHART Standard Uniform. Loading (PSF) '-JOINT# •:Y.: un) Y: ITn). ANGLE TOLL = 16.0; TCDL - 14':D;' BCDL = 10.0; ------ ------ ------ Increase - 1.250 12.a5 2.76 9.2 LIVE LOAD DEFLECTION BASED ON L/600 4 -5.69 -5.59 18.4 HORIZONTAL WIND REACTION(S) = 247# TYPICAL RESISTED BY CONNECTIONS TO ROOF DIAPHRAGM BY OTHERS. SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR 44' O.C. SPACED TRUSSES. USE 20 LATERAL BRACING ATTACHED WHERE SHOWN BY (-I WITH TWO (z) 10d HAILS EACH Qto ESSS104( EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT FSS 4a" O.C. MA)UMUM. DROPPED TO THE FLAT TOP. /A�CHORD OF THE TRUSS. VERTICALS ARE TO BEAAAA #dnATTACHED WITH 5-16 GA STAPLES TYPICALt;- CIVIL CIVIL 4-4-8 6-3-10 4-6-15 4-7-13 4-7-13 4-7-13 6-10-10 5-1-15 4-7-13 4-7-13 4-7-13 4-9-2 5675 ( 17) -LATERAL BRACES REQUIRED EVENLY SPACED 12 3252.., 'RS 0 4852 R163Q '3252 4852 4052 RI Q 5660 4 :2325 * * * 16-1-13 6-5-10 44013 -5-8= 3252 3290 4890 3282 4890 32105 6490 XP licit DWG, CA 34 2L O 1 4 0 2 DATE 12/8/93 82467 82460 6-8-14 9-10-10 9-3-10 4-9-2 4-2-12 6-5-6 9-3-10 9-3-10 2-018 8TUB A7C 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 Ric 59-11-B OVERALL SPAN I1 IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR ExCEEO THE ACTUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR OIMFNSIONAL ACCURACY VERIFY ALL UIMFN;IONS PRIOR 10 FABRICATION CONNECTOR PLATES SHOWN ARE TRUSWAL. 16. 18. OR 20 GAGE AS SPECIFIED I AOl11CA110N SHALL COMPLY WITH THF 'QUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE IFPII AND THE T� inECIAI UIT,NM MANUAL ALL PANELS NOT UIRED F IND VIDUALDESIGNATEDRU ARF TO BE EOUAII.Y DED ON OEWOIES SPEC TAI CUTI;NG. ONLY LATERAL BRACING REOUIRF.O OI' INOIv10UAl TRU55 MF.MBf RS I$ NOTED ON IH15 DRAWING THIS DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BPACFO BY SHFATHING UNLESS OTHERWISF STAtEU WHERE NO RIGID CEING I$ APPLIED DIRECTLY TO THE BOTTOM CHORD. 11 SMALL BE BRACED Al INTERVALS 4UI E 4EFOING 10'-0' PF RLISONS ERECTING TRUSSES ARE CAUTIONED 10 SF.EX PROFESSIONAL ADVICE REGARDING TEMPORARY ERFCTION ,_____,w� �/� OIH "AC MIIICII IS AL MAY$ REQUIRED 10 PREVENT IOPPI.ING AND 'DOMI NOING' RftFR 10 'BRACING WOOD TRUSSES LIMY\/ C(IMMF.NIAIIY ANO ALWAYS ITP II WHERE CONFUSION MAY EXIST CONCERNING PROPER 11tLU fRECIION, CITe1I,F MARK INIF.R1OR BEARING LOCATIONS. CANTILEVFRS. AND THE CHORDS OF THE TRUSS 10 PRE'+ENT IMPROPER TRUSWAL SYSTEMS CORPORATION IHSI ALL AIION. IRUSSES SHALL NOT Of: PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE WOOD to IXCE(O 191 ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST OF.IFRM INE0 BY JUOIC IOUS APPI ICA? ION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL Oty - 1 / Truss name - E144 All nIMFNSONS ARE TO BE VERIFIED Bl 1141 :OMPONENT MANUFACTURER, ARBHITECT, AND/Ok N111,I)ING CONTRACTOR PRIOR TO FABRICATIM . BEARING ACT. SIZE REO. SIZE LBS HORIZONTAL WIND REACTION = 247# m Chd Webs aL 5.50 In. 2.20 In. 2061 hd3.50 In. 1.50 In. 1675 T 1 C0.336 Bo11- 0.161 W I - 0.366 W 2 - 0.508 TYP. RESISTED BY CONNECTIONS T 2- 0.5 B 2- 0.177 W 3 - 0.182 W 4 - 0.059 TO ROOF DIAPHRAGM BY OTHERS. Uplift Reactions T 3- 0.54040 B 3- 0.638 N 5 - 0.149 W 6 - 0.314 82 -438 LUMBER SPECIFICATIONS .Top Chd Bottom Chd W 8 Webs TL -452 T 5= 0.399 B 5. 0.730 W 9 - SPECIAL PL4TE POSITIO14ING CHART T 6- 0.330 B 6- 0.844 `T7D4Chord.2x°4'.*:'Tt1 G•BTR. DF=t' "' '"' "'"'"'''T.<:1 -47^607-B=1:„ W12 -476 W'.1-�. -1950,.W-2%- W13 - ^2876, Standard: UnTformzLosding (PSFY JOINTI." ,x, hN-: Y: lin) ANGLE' /'� /� /� ' OWG# 1 -H 7 1 �1 /� Bot Chord 2x 4 * ♦1 6 BTR. DF -L T 2= -2447 B 2= -476 W 3 =' -541 W 4 = 193 TCLL = 16.0; TCOL ='14.0; SCOL = 10.0: --=-=- ------ ------ Web Piece 2x 4 * STUD DF -L T 3- -2618 B 3- 2322 W 5 - 487 W 6 - -597 Increase - 1.250 1 2.41 2.62 9.2 WEB Piece 2 T 4- -2479 B 4- 2894 W 7 - 149 W 8 - -277 LIVE LOAD DEFLECTION BASED ON L/600 4 -5.69 -5.59 18.4 2x 4 * f2 OF -L T 5- -2986 8 5- 2703 W 9 - 454 W10 - -BID IO -5.50 -3.50 0.0 T 6- -2986 B-6- 1317 W11 - -279 W12 - 1415 f0 -3.50 -24.21 0.0 T 7- -2198 W13 - -1930 W14 - 1511 T B- -2198 BEARING REQUIREMENTS T 9= 0 BEARING ACT. SIZE REO. SIZE LBS HORIZONTAL WIND REACTION = 247# m Chd Webs aL 5.50 In. 2.20 In. 2061 hd3.50 In. 1.50 In. 1675 T 1 C0.336 Bo11- 0.161 W I - 0.366 W 2 - 0.508 TYP. RESISTED BY CONNECTIONS T 2- 0.5 B 2- 0.177 W 3 - 0.182 W 4 - 0.059 TO ROOF DIAPHRAGM BY OTHERS. Uplift Reactions T 3- 0.54040 B 3- 0.638 N 5 - 0.149 W 6 - 0.314 82 -438 T 4- 0.350 B 4- 0.755 W 7 - 0.045 W 8 - 0.187 TL -452 T 5= 0.399 B 5. 0.730 W 9 - 0.139 W10 = 0.672 T 6- 0.330 B 6- 0.844 W11 - 0.189 W12 - 0.435 BRACING MEMBERS SHOWN BY If WHERE REQUIRED. T 7- 0.269 W13 - 0.989 W14 - 0.465 NO RIGID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. 11 SHALL BE BRACED AT INTERVALS NUT E CEFOING 10'O' PF T 8- 0.315 A� A , Y - V. Y.•W Lair,% RSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION 9HAC IHG WINCH IS ALWAYS:REOUIREO 10 PREVENT TOPPLING AND DOMINDING' RFFFR 10 'BRACING WOOF) TRUSSES' CC1MM1, 1lI ARY AND AE COMMENDATIONS* (IPI) WHERE CONFUSION MAY EXIT CONCFNHING PROPLR IIf LU FRECIION, /'� /� /� ' OWG# 1 -H 7 1 �1 /� 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 9- 0.206 V V i �w -T E} ; WDOU TO LXCEFO 192 AND/OR CAUSE CONNECTOR PLATE CORROSION, CAMBER. WHEN NECESSARY, IS BEST DETERMINED BY JUDICIOUS APPLICATION OF EXPERIENCE. AND THEREFORE IS OUTSIDE. THE SCOPE OF RESPONSIBILITY OF IRUSWAL A7D 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 Qty - 1 / Truss name - E144 - WITH TWO (2) 8d NAILS WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS, CANTI- LEVERS, AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. TV DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHINE IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP .CHORD. LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. LLC" SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR 24. O.C. SPACED TRUSSES. USE 2X4 LATERAL BRACING ATTACHED WHERE SHOWN BY (-I WITH TWO (2) 10d NAILS EACH. EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT 48" O.C. MAXIMUM, DROPPED TO THE FLAT TOP CHORD OF THE TRUSS. VERTICALS ARE TO BE ATTACHED WITH 1630 PLATES, TYPICAL 4-4-8 6-3-10 4-6-15 4-7-13 5-9-0 _. ........ F ._.... L..6-10-10 L....., 1 5-1-15 14-7-131 i4-7-1.31_... -� ARVAn 6-5-10 0-5-8= 2447 JC" 413ElU .... ....... I 824526-8-14 I I 9-10-10 I -I 10-1-5 4-2-12 6-5-6 9-3-10 1 47-0-0 OVERALL SPAN Q OfESSIo MES�� Fy CiVOL PLATE CODE SPACING DATE IIISIHC NESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE R50DO NCC -LOG 24.00" O.C. 12/7/93 ACTUAL UE eD LOADS IMPOSED BY THE SIRUCIIIRE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR ' ` HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL DIMFN_'IU11S PRIOR TO FABRICATION, CONNECTOR PLATES SHOWN ARE IRUSWAL 16. 18. OR 20 GAGE, AS SPECIFIED FAONICAIIOH SHALL COMPLY WITH THF. 'OUALIIY CONTROL MANUAL' OF T14E TRUSS PLATE INSTITUTE ITPII AND THE ,r TnUSWAI TPUSCOM MANUAL ALL PANELS NOT SPECIF ICALIY OESIGNA1F.n AnF 10 BF FOUAI FT OIVIDEn. AIA. DENOTES ST'F.0 TAI. CUII!NG ONLY LATERAL BNACING REQUIRED 01 INDIVIDUAL TRUSS MF.MBF.n$ IS NOTED ON THIS DRAWING THIS UFSIGN ASSUMF.S THE TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHFATHING UNLESS OTHEPWISF STATED WHERE A T r u s P 1 u s Design NO RIGID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. 11 SHALL BE BRACED AT INTERVALS NUT E CEFOING 10'O' PF A� A , Y - V. Y.•W Lair,% RSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION 9HAC IHG WINCH IS ALWAYS:REOUIREO 10 PREVENT TOPPLING AND DOMINDING' RFFFR 10 'BRACING WOOF) TRUSSES' CC1MM1, 1lI ARY AND AE COMMENDATIONS* (IPI) WHERE CONFUSION MAY EXIT CONCFNHING PROPLR IIf LU FRECIION, /'� /� /� ' OWG# 1 -H 7 1 �1 /� IRUSWAL SYSTEMS CORPORATION CIf AHJL OK INIERIOR BEARING LOCATIONS. CANTILEVFRS• AND THE CHORDS OF THE, TRUSS ID PREVLNI IMPROPER IN$]AlleilON. TRUSSES SHALL NOT Bf. PLACED IN ANY ENVIRONMENT THAT WILL CAUSE HIE MOISTURE CONTENT OF THE V V i �w -T E} ; WDOU TO LXCEFO 192 AND/OR CAUSE CONNECTOR PLATE CORROSION, CAMBER. WHEN NECESSARY, IS BEST DETERMINED BY JUDICIOUS APPLICATION OF EXPERIENCE. AND THEREFORE IS OUTSIDE. THE SCOPE OF RESPONSIBILITY OF IRUSWAL A7D 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 Qty - 1 / Truss name - E144 - ALL DIMENSIONS ARE TO BE VERIHEO BY bg A-� D .OMPONENT MANUFACTURER, ARCHITECT, AND/Oh 1II!InING CONTRACTnR PRIOR TO FABRICATInti LUMBER SPECIFICATIONS Top Chord 2x 4 if t1 6 BTR: DF -L Bot Chord 2x 4 TF /1 6 BTR. DF -L BC Piece 4 5 2x 6 M I2 OF -L BC Piece 3 2x 4 W SEL. STA. OF -L Web Piece 2x 4 ■ STUD OF -L WEB Piece 2 20 22 24 2x 4 ■ f2 DF -L WEB Piece 21 2x 6 W L2 OF -L BEARING REQUIREMENTS BEARING ACT. SIZE REG. SIZE LBS 82 5.50 In. 2.22 In. 2085 810 7.10 In. 6655 Uplift Reactions 82 -328 BRACING MEMBERS SHOWN BY IE WHERE REQUIRED. 1X4 CONTINUOUS LATERAL BRACING ATTACHED WITH TWO (2) Bit NAILS. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS, CANTI- LEVERS, AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHIN( IS ATTACHED. E.'D VERTICALS ARE DESIGNED FOR AXIAL . LOADS ONLY. CAUTION( EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF THIS TRUSS. THE DESIGN OF TEMPORARY 6 PERMANENT BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS BY OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE FUNCTION. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. Top ChD Bottom Cho Webs T 1- 507 8 1- -476 WA = -1995 W 2 - 2655 T 2= -2142 B 2= -476 W 3 = -771 W 4 = 595 T 3- -2686 B 3- 2032 W 5 - -195 W 6 - -113 T 4- -2606 8 4- 2548 W 7 - 522 W B - -384 T 5- -2468 B 5- 2722 W 9 - -36 W10 - -282 T 6- -2701 B 6- 2331 W11 - 630 W12 - -982 T 7- -2701 B 7- 831 W13 - -284 W14 - 1568 T B- -1753 B 8- -1772 W15 - -1919 W16 - -264 T 9= -1753 B 9= -6304 W17 = 2505 W18 = -2856 710- 298 810- -6304 W19 - -340 W20 - 4004 711- 29B 811- -2940 W21 - -6523 W22 - 4723 T12- 3453 W23 - -3181 W24 - 4044 T13- 3453 W25 - -207 714- 2940 T15- 0 Top Chd Bottom Cho Webs 7 1- 0.208 B 1- 0.080 W 1 - 0.375 W 2 - 0.469 T 2- 0.277 8 2- 0.109 W 3 - 0.201 W 4 - 0.183 T 3- 0.321 8 3- 0.367 W 5 - 0.099 W 6 - 0.100 T 4- 0.314 8 4- 0.679 W 7 - 0.160 W 8 - 0.227 T 5- 0.362 B 5- 0.745 W 9 - 0.018 W10 - 0.233 T 6- 0.385 B 6- 0.545 W11 - 0.194 W12 - 0.509 T 7- 0.318 B 7- 0.365 W13 - 0.235 W14 - 0.482 T 8- 0.252 B 8- 0.322 W15 - 0.995 W16 - 0.235 T 9- 0.252 8 9- 0.903 W17 - 0.771 WS8 - 0.827 710- 0.231 B10- 0.485 W19 - 0.282 W20 - 0.707 711- 0.231 B11- 0.658 W21 - 0.680 W22 - 0.634 T12- 0.754 W23 - 0.742 W24 - 0.714 T13- 0.825 W25 - 0.171 T14- 0.769 T15- 0.373 -.4-4-6 .5-6-U. . 5-2-i:i 4-6- f 4-11-0 4 -*7 ) 12 4 G::--,5675 4860 R1630 SPECIAL PLATE POSITIONING CHART Standard Uniform'LOading (PSF) JOI•Nrt-•--X:'13R)-- -• Y: --(in) - ANGLE -s TCLL = 16.0; TCDL = 14.0; BCDL = 10:0; ------ ------ ------ ------ 1 2.85 2.76 9.2 Concentrated Loads 5 -5.69 -5.59 18.4 Live Dead Located BC 1250.0 1250.0 78.00 V Increase - 1.250 LIVE LOAD DEFLECTION BASED ON L/600 HORIZONTAL WIND REACTION = 266# TYP. RESISTED BY CONNECTIONS TO ROOF DIAPHRAGM BY OTHERS. CONC. LOADS ARE PER TRUSS OVER A MINIMUM OF 3 ADJACENT TRUSSES. QROFESSIpN MESS SINGLE MEM8ER (1 PLY) TRUSS WAY BE USED FOR 1C,� t �•• 24" O.C. SPACED TRUSSES. USE 2X4 LATERAL BRACING ATTACHED WHERE SHOWN BY (') WITH TWO (2) 10d NAILS EACH. o: 2 EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT 48" O.C. MAXIMUM, DROPPED TO THE FLAT TOP 1194 CHORD OF THE TRUSS. VERTICALS ARE TO BE ATTACHED WITH 1830 PLATES, TYPICAL 01%. �44� -14 -8-1 - ^ 6-7-4' 6-9-0 000 FRAC BR�CESjtED 6(I�ENLY SPACED) 4852 4860 81630 5660 6 72150 6475 82445 486 7-1-10 485 486 0 1N W 0-5-B= 3252 4860 4852 3282 4890 32105 8090 96120 96120 6490 R2460 R5675 ,4-7-1 5-0-1& i9-5-11 + 9-3-15 I 16-5-8 , I 4-225-6-0 10-0-11 9-7-7 6-7-4 7-0-B 78-0-0 OVERALL SPAN 1 EXP. 11CII PNMFEA�'�- CODE SPACING DATE R5000 HCC -LOG 24.00' O.C. 12/7/93 A TrusPlus Design DWG. CA 341L o 4 7 25 6-9-13 It 15 114E. RESPONSIBILITY OF OTHERS 10 ASCERTAIN THAT THE LOADS UTILI ACTUAL UE AD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMP HISIOnICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR ' ` ' ` UIMENSIOHS PRIOR TO FABRICATION CONNECTOR PLATES SHOWN ARE TRUSW T Ann ILATION SHALL COMPLY WITH TNF 'DUALITY CONTROL MANUAL' OF TH T 1F115WA1 TRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED A SF'(.0 IAT. CUII,NG ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS 11415 DESIGN ASSUMES THE IOP CHORD 10 BE CONTINUOUSLY BRACFO BY SHFA '10 ALGID CEILING IS APPLIED DIRECTLY 10 THE BOTTOM CHORD. 11 SHALL 10'-0' PF RSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL 114-CING M'41 CH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOI a•L7 LOM'.II+TA1" AND RECOMMENDATIONS' 11P11 WHERE CONFUSION MAY EXIST CTI ANTI MARK INTERIOR BEARING LOCATIONS. CANTIFEVFRS. AND THE CHOP TRUSWAL SYSTEMS CORPORATION INSIALLAI JON. TRUSSES SHALL NOT 81. PLACED IN ANY ENVIRONMENT THAT W WUOU lU IYCEFD 19% ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. JUnIC10U5 APPLICATION OF EXPER IF.NCF. AND THEREFORE IS OUTSIDE THE ABA 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 ' Oty - i / Truss name - E144 1/15 �n ALL DIMENSIONS ARE TO BE YERIh(ED 81 IM ,AR>- 7k OMPONENI MANUFACTURER, ARCHITECT, AND/Oh ilHMING CONTRACIPR PRIOR TO FABRICATUI4 ` 0 ON THIS DESIGN MEET OR EXCEED THE ED BY THE LOCAL BUILDING CODE OR DIMENSIONAL ACCURACY VERIFY ALL 16. 18. OR 20 GAGE AS SPECIFIED TRUSS PLATE INSTITUTE 11P11 AND THE TO Bf FOUAII.Y OIVIDEn Ak� DENOTES MEMBFPi IS NOTED ON 11415 DRAWING ING UNLESS OTHERWISF STATEU WMERI E BRACED Al INTERVALS NUT F-CEFO14, DVICE REGARDING TEMPORARY FRFC110N RFFfR TO 'BRACING WOOn TRUSSES ONCFRNING PROPLA 11110 ERECTION. OF 1141. TRUSS to PREVENT IMPROPER L CAUSE 114E MOISTURE CONTENT OF THE EN NECESSARY. IS BEST OFTERMINEO BY COPE OF RESPONSIBILITY OF TRUSWAL LUMBER SPECIFICATIONS Top Chord 2x 4 * f1'& BTR. OF -L Bot Chord 2x 4 IF t1 6 BTR. OF -L BC Piece 3 23 4 * SEL. STR. DF -L BC Piece 4 2x 6 * f2 OF -L Web Piece 2x 4 * STUD OF -L WEB Piece 2 2x 4 * f2 OF -L WEB Piece 21 2x 6 * /2 DF -L BEARING REQUIREMENTS BEARING ACT. SIZE REQ. SIZE LBS B2 5.50 In. 2.83 In. 2657 TL 3.50 In. 1.50 In. 2280 BRACING MEMBERS SHOWN BY IT WHERE REQUIRED. 1X4 CONTINUOUS LATERAL BRACING ATTACHED WITH TWO (2) Bd NAILS. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' D.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTIONI EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF THIS TRUSS. THE DESIGN OF TEMPORARY 6 PERMANENT BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS PY OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE FUNCTIONS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. p THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. ITT PLATE CODE SPACING R50DO NCC-LDG 24.00' O.C. A TrusPlus Design DWG. CA 341 L 0 4 7 n )A ' (I To O.-CMIJ...,.-Bottom_Chd , Webs T 1- 507 P'1- -476 W ! _ -2567 W 2 - 3544 T 2- -3027 9 2- -476 W 3 = -1063 W 4 - 966 T 3= -3910 B 3= 2871 W 5 = -379 W 6 = 79 T 4- -3966 B 4- 3709 W 7 - 955 W 8 - -1151 T 5- -3756 B 5- 4516 W 9 - 668 W10 - -262 T 6- -4905 B 6- 4950 W11 - -77 W12 - -275 T 7- -4905 B 7- 4282 W13 - -284 W14 - 851 T B- -4788 B B- 2511 W15 - -1212 W16 - -284 T 9- -4788 B 9- 1246 W17 - 1798 W18- -2150 710= -3569 W19 = 1871 W20 = -2465 711- -3569 W21 - 2166 T12- -1246 LIVE LOAD DEFLECTION BASED ON L/600 T13- 0 -5.69 Top Chd Bottom Cho Webs T 1- 0.208 8 1- 0.085 W 1 - 0.482 W 2 - 0.626 T 2= 0.352 B 2. 0.109 W 3 = 0.277 W 4 = 0.297 T 3- 0.450 B 3- 0.477 W 5 - 0.193 W 6 - 0.024 T 4- 0.457 B 4- 0.831 W 7 - 0.294 W 8 - 0.681 T 5- 0.508 B 5- 0.980 M 9 - 0.205 W10 - 0.233 T 6- 0.684 B 6- 0.811 W11 - 0.039 W12 - 0.142 T 7- 0.567 B 7- 0.715 W13 - 0.235 W14 - 0.264 T 8- 0.550 B 0. 0.542 W15 - 0.628 W16 - 0.235 T 9= 0.550 B 9= 0.337 W17 = 0.553 W18 =0.622 T]0- 0.400 W19 - 0.575 W20 - 0.661 T11- 0.400 W21 - 0.280 712- 0.226 T13= 0.155 SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR 24" O.C. SPACED TRUSSES. USE 2X4 LATERAL BRACING ATTACHED WHERE SHOWN BY (-7 WITH TWO (2) 10d NAILS EACH. EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT 40" O.C. MAXIMUM, DROPPED TO THE FLAT TOP CHORD OF THE TRUSS. VERTICALS ARE TO BE ATTACHED WITH 1630 PLATES. TYPICAL 14-4-8 1 1 5-6-0 5-2-15 I 4-B-141 4-8-141 14-8-131 4-9-4 4-11-0 4-7-15 4-6-14 4-B-14 4-10-9 '2 5675 err i1 t/ . *t -K *-,r *Ar. 4"v- -- 4Oz)C .... 4000 aece 8090 4UbU bAVU 82467 4-7-B 5-0-12 9-5-11 9-2-3 4-2-12 5-6-0 10-0-11 9-7-7 l 62-0-0 OVERALL SPAN iI CML 2-9-13 45 4-0-0 DATE 12/7/93 IT IS THE RESPONS181LITY OF OTHERS TO ASCERTAIN IHA1 THE LOADS UTILIZED ON THIS DESIGN MEET OR EMCEED THE ACIUAL DE AO LOADS IMPOSED BY IME STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR H ISIon ICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL UIMENSIOIIS PRIOR TO FABRICATION, CONNECTOR PLATES SHOWN ARE TRUSWAL 16. 18. OR ''O GAGE, AS SPECIFIED FABRICATION SMALL COMPLY WITH THE 'OUALIIY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITP11 AND THE T!�!'U iNAL TOUSWAI 7BUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED ARE TO ER EOUAII.Y OED ON DENOTES $PELT AI. DESIGN ASG ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS HEA ING UNLESS IS NOTED ON 'HTE DRAWING 'TOTS DESIGN ASSUMES THE IOP CHORD TO BE CONTINUOUSLY CHORD. BY SHEATHING UNLESS OINTERVAL S'ATEU NMERE NO AGIU CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. II SMALL BE BRACED Al INTERVALS NUT E nFF DING 10'U11 WHICH IS ERECTING TRUSSES ARF. CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ACINGTEMPORARY FRICTION ,___-_, S(JR E DHACING M111 CH IFI ALMAYS REQUIRED PI PREVENT TCONFUSI AND YDOMINOINC RFIIG TO 'BRACING MDOB ECTI S. j �� i*10 CUMMENIAMY AND INTERIOR ICA MACRE CONFUSION MAY F.%ISI CONCERNING PROPER AILD ERECTION, CIFATIIY MARK IM TRUSSES BEARING LOCATIONS, CANTILEVERS, AND THE CHORDS OF IHI; IRu55 ST PREVENT IMPROPER TRUSWALSYSTEMS CORPORATION IN5IALLAIION. TRUSSES SHALL NOT BI: PLACED IN ANY ENVIRONMENT THAT WILL CAUSE LITE MOISTURE CONTENT OF THE L WOOL) TO I%CEED 19t AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY, IS BEST DEIERMINED 81 JUDICIOUS APPI KATION OF ExPf RIENLF. ANO THEREFORE I$ OU/S IOf. THE $COPE OF RESPONSIBILITY OF TRUSWAL ALL DIMENSIONS ARE TO RE VERIFIED V 14 ,OMPONENT MANUFACTURER, ARCHITECT, AND/Ok i111tPING CONTRACTOR PRIOR TO FABRICATInk ' SPECIAL PLATE POSITIONING CHART Standard Unitorm'L'bzaing (PSP)' JOINT-* i.:. T n! Y: (i n) ANGLE TCLL - 16.0: TCDL - 14.0; BCOL - 10.0: ------ ------ ------ ------ Increase - 1.250 1 2.85 2.76 9.2 LIVE LOAD DEFLECTION BASED ON L/600 5 -5.69 -5.59 18.4 14 -5.50 -3.50 0.0 14 -3.50 -32.21 0.0 SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR 24" O.C. SPACED TRUSSES. USE 2X4 LATERAL BRACING ATTACHED WHERE SHOWN BY (-7 WITH TWO (2) 10d NAILS EACH. EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT 40" O.C. MAXIMUM, DROPPED TO THE FLAT TOP CHORD OF THE TRUSS. VERTICALS ARE TO BE ATTACHED WITH 1630 PLATES. TYPICAL 14-4-8 1 1 5-6-0 5-2-15 I 4-B-141 4-8-141 14-8-131 4-9-4 4-11-0 4-7-15 4-6-14 4-B-14 4-10-9 '2 5675 err i1 t/ . *t -K *-,r *Ar. 4"v- -- 4Oz)C .... 4000 aece 8090 4UbU bAVU 82467 4-7-B 5-0-12 9-5-11 9-2-3 4-2-12 5-6-0 10-0-11 9-7-7 l 62-0-0 OVERALL SPAN iI CML 2-9-13 45 4-0-0 DATE 12/7/93 IT IS THE RESPONS181LITY OF OTHERS TO ASCERTAIN IHA1 THE LOADS UTILIZED ON THIS DESIGN MEET OR EMCEED THE ACIUAL DE AO LOADS IMPOSED BY IME STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR H ISIon ICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL UIMENSIOIIS PRIOR TO FABRICATION, CONNECTOR PLATES SHOWN ARE TRUSWAL 16. 18. OR ''O GAGE, AS SPECIFIED FABRICATION SMALL COMPLY WITH THE 'OUALIIY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITP11 AND THE T!�!'U iNAL TOUSWAI 7BUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED ARE TO ER EOUAII.Y OED ON DENOTES $PELT AI. DESIGN ASG ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS HEA ING UNLESS IS NOTED ON 'HTE DRAWING 'TOTS DESIGN ASSUMES THE IOP CHORD TO BE CONTINUOUSLY CHORD. BY SHEATHING UNLESS OINTERVAL S'ATEU NMERE NO AGIU CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. II SMALL BE BRACED Al INTERVALS NUT E nFF DING 10'U11 WHICH IS ERECTING TRUSSES ARF. CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ACINGTEMPORARY FRICTION ,___-_, S(JR E DHACING M111 CH IFI ALMAYS REQUIRED PI PREVENT TCONFUSI AND YDOMINOINC RFIIG TO 'BRACING MDOB ECTI S. j �� i*10 CUMMENIAMY AND INTERIOR ICA MACRE CONFUSION MAY F.%ISI CONCERNING PROPER AILD ERECTION, CIFATIIY MARK IM TRUSSES BEARING LOCATIONS, CANTILEVERS, AND THE CHORDS OF IHI; IRu55 ST PREVENT IMPROPER TRUSWALSYSTEMS CORPORATION IN5IALLAIION. TRUSSES SHALL NOT BI: PLACED IN ANY ENVIRONMENT THAT WILL CAUSE LITE MOISTURE CONTENT OF THE L WOOL) TO I%CEED 19t AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY, IS BEST DEIERMINED 81 JUDICIOUS APPI KATION OF ExPf RIENLF. ANO THEREFORE I$ OU/S IOf. THE $COPE OF RESPONSIBILITY OF TRUSWAL ALL DIMENSIONS ARE TO RE VERIFIED V 14 ,OMPONENT MANUFACTURER, ARCHITECT, AND/Ok i111tPING CONTRACTOR PRIOR TO FABRICATInk ' LUNBER-SPECIFICATIONS Top Chord 2ii 4 FF ti G BTR. OF -L Bot Chord 2x 4 r TTI G BTR. OF -L BC Piece 3 2x 4 W SEL. STA. DF -L BC Piece 4 2x 6 • 12 OF -L Web Piece 2x 4 FF STUD DF -L WEB Piece 2 2x 4 W ;2 OF -L WEB Piece 21 2x6FF12Di BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 82 5.50 In. 2.76 In. 2587 BL 5.50 In. 2.33 In. 2187 BRACING MEMBERS SHOWN BY IT WHERE REQUIRED. 1X4 CONTINUOUS LATERAL BRACING ATTACHED WITH TWO (2) Bd NAILS. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTIONI EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF THIS TRUSS. Top Chd .. Bottom Chd . - Plebs . . 'T 1- 507 B 1- --476..W 1 - -2497 W 2 - 3435 T 2- -2916 B 2- -476 W 3 - -1028 W 4 - 921 T 3= -3760 B 3= 2768 W 5 = -357 W 6 = 55 T 4- -3800 B 4- 3567 W 7 - 902 W 8 - -1057 T 5- -3598 8 5- 4296 W 9 - 581 HID - -282 T 6- -4635 B 6- 4629 W11 - 10 W12 - -361 T 7- -4635 8 7- 3859 W13 - -284 W14 - 947 T 8- -4416 B B- 1986 W15 - -1299 W16 - -284 T 9- -4416 B 9- 670 W17 - 1885 WIB - -2236 710= -3095 W19 = 1921 W20 = -2219 T11- -3095 W21 - -53 T12- -670 T13- 0 Top Chd Bottom Chd Webs T 1- 0.208 8 1- 0.085 W 1 - 0.469 W 2 - 0.606 T 2= 0.342 B 2= 0.109 W 3 = 0.268 W 4 = 0.283 T 3- 0.431 8 3. 0.463 W 5 - 0.181 W 6 - 0.016 T 4- 0.436 B 4- 0.812 W 7 - 0.277 W 8 - 0.625 T 5- 0.487 B 5- 0.952 W 9 - 0.178 W10 - 0.233 T 6- 0.639 B 6- 0.779 W11 - 0.003 W12 - 0.187 T 7- 0.529 B 7- 0.673 W13 - 0.235 W14 - 0.291 T 8- 0.500 B 8. 0.474 W15 - 0.673 W16 - 0.235 T 9= 0.500 B 9= 0.262 W17 = 0.560 W18 = 0.647 T10- 0.353 W19 - 0.591 W20 - 0.856 Til- 0.353 W21 - 0.024 T12- 0.205 T13- 0.155 THE DESIGN OF TEMPORARY G PERMANENT ERP "C" BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS BY OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMNENOED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE 325 FUNCTIONS. /^\ 7-1-10 4852 X * 1 6-9-13 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD 556 LIVE LOAD ACTING NONCONCURRENTLY WITH SPECIAL ELATE POSITIONING CHART 'Stenuard C1nitorm' Loflding (PST)• .- ' JOINT# X: (I n) Y: lin) ANGLE " TCLL - 16.0: TCOL - 14.0; BCDL - 10.0; ------ ------ ------ ------ Increase = 1.250 1 2.85 2.76 9.2 LIVE LOAD DEFLECTION BASED ON L/600 5 -5.69 -5.59 18.4 SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR 24' O.C. SPACED TRUSSES. USE 2X4 LATERAL BRACING ATTACHED WHERE SHOWN BY (") WITH TWO (2) 10d NAILS EACH. EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT 4!- O.C. MAXIMUM, DROPPED TO THE FLAT TOP CHORD OF THE TRUSS. VERTICALS ARE TO BE ATTACHED WITH 5-1e CA STA?Les TYPICAL QROFESSICN_ L. MEss9 F 4 2 A94 191 C!°JI'L �P FOF CAL%F0� 4-4-B 5-6-0 5-2-15 4-111 4-8-14 4-8-13 1-11-0 4-9-4 4-11-0 4-7-7-15 4-111 4-111 4-10-9 4060 4 E7-,- 5675 32>;a-'. (13) -LATE 3 5 5 �3�S -Ti3R3oI�'U6b EVWF,qp 1960SPACED. R24A r TOP CHORD LIVE LOAD. 0-5-8= -L 2240_\11y/ l`{Y/ \w N_ THIS TRUSS IS DESIGNED USING THE ASCE 3252 3290 4852 3282 4690 3282 8090 4060 7-68 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. PLATE . CODE SPACING R50DO NCC -LOG 24.00' O.C. A TrusPlus Design DWG. ca 34 zL a i,,, ABC 0/0 MASONIC HALL - CHICO 82467 5650 4-7-8 5-0-12 9-5-11 1 9-2-3 -413 TUB 4-2-12 5-6-0 10-0-11 9-7-7 -2- DATE 12/8/93 T1111 oil1E' III OWWWWWA SYSTEMS 06 TRUSWAL SYSTEMS CORPORATION 59-11-8 OVERALL SPAN "is "" RESPONSIBILITY OF OTHERS TO AS ACIUAL CLAD LOADS IMPOSED BY THE STRUCTU HISIOnICAL CLIMATIC RECORDS. NO RESPi DIMLNiIOrrS PRIOR 10 FABRICATION. COON' FARRICATIOfI SHALL COMPLY WITH THE 'OU IFIUSWAL IRUSCOM MANUAL ALL PANELS NO SPECIAL CUTTING ONLY LATERAL BRACING TillsDESIGN ASSUMF.S THE TOP CHORD TO BE NO n101D CEILING IS APPLIED DIRECTLY 10 10'•0' PFRSONS ERECTING TRUSSES ARE CAI BTIA1:1rIG MITI CII I$ ALWAYS REOUIREO t0 PRI C IIMwf uten'I ANU HECOMMENDATfONs' ITP 11 ClIAll['! MARK. INTERIOR BEARING LOCATION' INS TALL AVON. TRUSSES SHALL NOT Bf: PLACi MOOU TO FXCEFO 191 ANO/OR CAUSE CONNECIOI JIIDICT OUS APPI ICA ISON OF EXPERIENCE AI ALL DIMENSIONS ARE TO BE YtRItItU Bi IM TMPONENT MANUFACTURER, ARCHITECT, AND/Olt 1I110)ING CONTRACTOR PRIOR TO FABRICATI(►h" RTAIN THAT THE LOADS UTILIZED ON Tills DESIGN MFEI OR EXCEED THE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR SIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY AL1. 1011 PLATES SIIOWN ARE. IRUSWAI. IF, IB. OR 20 GAGE. AS SPECIFIED IIY CONTROL MANUAL' OF THE TRUSS FLAIL INSTITUTE ITPII AND THE SPECIF ICALIY DESIGNATED ARE 10 BL EOUAI I.Y OIVIOED. A& DENOTES OUIREO OF INDIVIDUAL TRUSS mEMBFPS IS NOTED ON THIS DRAWING NI INUOUSLY BRACFO BY SHEATHING UNLESS OTHEPWISF S'AIEU WHERE THE BOTTOM CHORD. II SHALL BE BRACED AT INTERVALS '4Uf ETCEf GING IONEO TO SEEN PROFESSIONAL ADVICE REGARDING TEMPORARf ERFCIIDN ENI TOPPT ING AND 'OOMINOING' R1ffR 10 'BRACING Moon fRUSS(S Ell CONFUSION MAY EXIST CONCFHNING PROPER flflU FRECTION_ CANTILEVFRS, AND THE CHORDS OF THE TRUSS 10 PREVENT IMPROPER IN ANY ENVIRONMENT THAT WILL CAUSE IHE MOISTURE CONIENI OF THE PLATE CORROSION. CAMBER. WHEN NECESSARY, IS BEST DETERMINED BY THEREFORE IS OUTSIDE IRE SCOPE OF RESPONSIBILITY OF TRUSWAf LUMBER..SPECIFICATIONS SPECIAL Top Chd Bottom Chd Standard'. Uniform"YCdading'-(PSF) Webs >::-(rnl':.-'-•Y:.(in) =' Top Chard `2x 4''w TU f .6. BTR."OF-L_:' :+° ` ' :° "'-':: , 'T" 1= 507,.B 1- .- -476 -W- d -1971.'W ? - 2619 " Bot Chord 2x 4 IF #1 G'BTR. DF -L " ' T 2-' -2106 B 2= -476 W 3 = -759 N 4 = 579 Web Piece 2x 4 w STUD DF -L -5.59 T'3- -2636 B 3- 1998 W 5 - -187 W 6 - -121 WEB Piece 2 T 4- -2549 B 4- 2500 W 7 - 504 W 8 - -352 2x 4 w i2 OF -L T 5- -2415 B 5- 2648 N 9 - -65 WIG - -262 T 6- -2610 B 6- 2222 W11 - 660 W12 - -1011 T 7- -2610 B 7- 699 W13 - -284 W14 - 1576 T B- -1627 W15 - -1661 W16 - 1585 BEARING REQUIREMENTS T 9= -1627 BEARING ACT. SIZE REO. SIZE LBS 710- 0 82 5.50 In. 2.20 In. 2061 TL 3.50 In. 1.50 In. 1675 Top Chd Bottom Chd Webs T 1- 0.208 B 1. 0.085 W 1 - 0.370 W 2 - 0.462 Uplift Reactions T 2- 0.274 8 2- 0.109 W 3 - 0.198 W 4 - 0.178 82 -418 T 3- 0.317 8 3. 0.362 N 5 - 0.095 W 6 - 0.10B TL -458 T 4= 0.309 B 4= 0.672 W 7 = 0.155 W B = 0.208 T 5- 0-357 B 5- 0.737 W 9 - 0.033 WIG - 0.234 BRACING MEMBERS SHOWN BY w WHERE REQUIRED. T 6- 0.375 B 6- 0.681 W11 - 0.203 W12 - 0.524 T 7- 0.311 B 7- 0.384 W13 - 0.235 W14 - 0.485 1X4 CONTINUOUS LATERAL BRACING ATTACHED T B- 0.245 W15 - 0.708 W16 - 0.487 WITH TWO (2) 80 NAILS. T 9- 0.245 T10- 0.155 WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHINI IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. TRUSS DESIGNED FOR W PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP.CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. IIC11 PLATE CODE SPACING 85000 NCC-LDG 24.00' O.C. HORIZONTAL WIND REACTION = 266# TYP. RESISTED BY CONNECTIONS TO ROOF DIAPHRAGM BY OTHERS. SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR 44" O.C. SPACED TRUSSES. USE 4X4 LATERAL BRACING ATTACHED WHERE SHOWN BY ('I WITH TWO (2) 10d NAILS EACH. EXTENDED TOP CHORD REGUIRES 4X4 VERTICALS AT 48" O.C. MAXIMUM, DROPPED TO THE FLAT TOP CHORD OF THE TRUSS. VERTICALS ARE TO BE ATTACHED WITH .1640 PLATES, TYPICAL 4-4-8 5-5-0 5-3-0 4-B-14 4-8-14 4-9-4 4-11-0. 4-8-f1 4-8-14 -T-i ID 486U 4Y:J rw� Muud -.. AUNT) JCAVJ 9V0V 1 R2i51-7-B ( F5-0-12 1 1 9-5-11 1i 4-2-12 5-6-0 10-0-11 7-9-2 47-0-0 OVERALL SPAN DATE 12/7/93 ALL u)MENSIOhS ARE 10 8E VERir•iEd bf rN>C Imo\ :OMPONENT MANUFACTURER, ARCHITECT, ANO/Ok ;)►!tmNG CONTRACTO PRIOR TO FAORICATiCIa - AflESS9�Fyc\ 982 2-9-13 * 3 /94 4-0-0 V C11vt �p lF OF CALIF RTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EYCEEO THE AND DIE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR SI BILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL TORPLATES SHOWN ARE TRUSWAL 16, IB. OR 20 GAGE A5 SPECIFIED. ITT CONTROL. MANUAL' OF THE TRUSS FLAIL INSTITUTE ITPII AND THE SPEC"I CALtyDESIGNATF,n ARE TO BL FOUAt I.Y OIv1UFn. � DENOTES OUIREO F INDIVIDUAL TRUSS MEMBER!; 15 NOTED ON THIS DRAWING N1IN000SLY BRA CFO BY SHF AIMING UNLESS OTHEPWISF SIATEU WHERE THE Boll ON CHORD. IT SHALL BE BRACED Al INTERVALS NUT E.CEf DING IONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERFCTION FNT TOPPI.ING AND 'DOMINOIOG' P"'A 10 'BRACING MOOD TRUSSES' ERE CONFUSION MAY EXIST CONCFRNING PROPLR fillu FRECTION, CANTILF,VI'As AND 111E CHORDS OF THE TRUSS 10 PREVLNI IMPROPER IN ANY ENVIRDNMENI THAT WILL CAUSE 111E MOISTURE CONTENT OF THE PLATE CORROSION. CAMBER, WHEN NECESSARY, IS BEST DETERMINED BY THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL .,, SPECIAL PLATE POSITIONING CHART Standard'. Uniform"YCdading'-(PSF) ': JOINT#' >::-(rnl':.-'-•Y:.(in) •..ANGLE ,.y TCLL - 16.0;'TCOL - 14.0; BCDL = 10.0; ------ ------ - ------ ------ Increase - 1.250 1 2.41 2.62 9.2 LIVE LOAD DEFLECTION BASED ON L/360 5 -5.69 -5.59 18.4 i1 -5.50 -3.50 0.0 i1 -3.50 -32.21 0.0 HORIZONTAL WIND REACTION = 266# TYP. RESISTED BY CONNECTIONS TO ROOF DIAPHRAGM BY OTHERS. SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR 44" O.C. SPACED TRUSSES. USE 4X4 LATERAL BRACING ATTACHED WHERE SHOWN BY ('I WITH TWO (2) 10d NAILS EACH. EXTENDED TOP CHORD REGUIRES 4X4 VERTICALS AT 48" O.C. MAXIMUM, DROPPED TO THE FLAT TOP CHORD OF THE TRUSS. VERTICALS ARE TO BE ATTACHED WITH .1640 PLATES, TYPICAL 4-4-8 5-5-0 5-3-0 4-B-14 4-8-14 4-9-4 4-11-0. 4-8-f1 4-8-14 -T-i ID 486U 4Y:J rw� Muud -.. AUNT) JCAVJ 9V0V 1 R2i51-7-B ( F5-0-12 1 1 9-5-11 1i 4-2-12 5-6-0 10-0-11 7-9-2 47-0-0 OVERALL SPAN DATE 12/7/93 ALL u)MENSIOhS ARE 10 8E VERir•iEd bf rN>C Imo\ :OMPONENT MANUFACTURER, ARCHITECT, ANO/Ok ;)►!tmNG CONTRACTO PRIOR TO FAORICATiCIa - AflESS9�Fyc\ 982 2-9-13 * 3 /94 4-0-0 V C11vt �p lF OF CALIF RTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EYCEEO THE AND DIE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR SI BILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL TORPLATES SHOWN ARE TRUSWAL 16, IB. OR 20 GAGE A5 SPECIFIED. ITT CONTROL. MANUAL' OF THE TRUSS FLAIL INSTITUTE ITPII AND THE SPEC"I CALtyDESIGNATF,n ARE TO BL FOUAt I.Y OIv1UFn. � DENOTES OUIREO F INDIVIDUAL TRUSS MEMBER!; 15 NOTED ON THIS DRAWING N1IN000SLY BRA CFO BY SHF AIMING UNLESS OTHEPWISF SIATEU WHERE THE Boll ON CHORD. IT SHALL BE BRACED Al INTERVALS NUT E.CEf DING IONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERFCTION FNT TOPPI.ING AND 'DOMINOIOG' P"'A 10 'BRACING MOOD TRUSSES' ERE CONFUSION MAY EXIST CONCFRNING PROPLR fillu FRECTION, CANTILF,VI'As AND 111E CHORDS OF THE TRUSS 10 PREVLNI IMPROPER IN ANY ENVIRDNMENI THAT WILL CAUSE 111E MOISTURE CONTENT OF THE PLATE CORROSION. CAMBER, WHEN NECESSARY, IS BEST DETERMINED BY THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL .,, LUMBER SPECIFICATIONS Top Chd Bottom Chd BEARING REOUIREMIENTS REG BEARING ACT. SIZE REO. SIZE LBS webs w25 - -207 TYP. RESISTED BY CONNECTIONS 82 5.50 In. 2.22 In. 2085 SPECIAL PLATE POSITIONING CHART Top-ChorIS2x 810 7.10 In. 6655 '4 AT f'1 6 BTA.' �.T:�- 507'8I -=-476-W Webs 1 - -•1995.w 2 - '2656".. -Standard Uhiforn LOOding' (PSF)•. JOINT', :r. (in) Y: 11n)" ANGLE Bot Chord 2x 4 ■ TT1 G BTR. DF -L T 2= -2142 B 2= -476 M 3 = -771 w 4 = 595 TCLL 16.0; TCDL = 14.0; BCDL = 10.0; ------ . ------ ------ BCPiece 4 PROPER FIELD ERECTION, CLEARLY MARK TIO- 0.223 BIO- 0.420 T 3- -2686 B 3- 2032 N 5 -175 w 6 - -217 W23 - O.BO9 W24 - 0.680 1 2.85 2.76 9.2 T13- 0.783 W25 - 0.206 2x 6 TA 02 DF -L T 4- -2504 B 4- 2548 W 7 - 437 w 8 - -177 Concentrated Loads 5 -5.69 -5.59 18.4 Web Piece 2x 4 IF STUD DF -L T 5- -2372 8 5- 2480 N 9 - -189 WIG - -267 Live Dead Located WEB Piece 2 20 22 24 T 6- -2381 B 6- 1995 w11 - 728 W12 - -1045 BC 1250.0 1250.0 78.00 V 2x 4 TF F2 DF -L T 7- -2381 B 7- 606 W13 - -269 W14 - 1574 Increase - 1.250 WEB Piece 21 T 8- -1441 B B- -1680 W15 - -1692 W16 - -269 LIVE LOAD DEFLECTION BASED ON L/600 2x 6 ■ /2 DF -L T 9= -1441 B 9= -5718 W17 = 2421 W18 = -2739 710- 397 BID- -5718 W19 -333 W20 - 3820 T11- 397 811- -2667 W21 - -6523 W22 - 4506 REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTIONI" EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF THIS TRUSS. THE DESIGN OF TEMPORARY G PERMANENT BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS BY OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE FUNCTIONS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE SEE DWG. CA341LO47-14. CHORD OF THE1-1 FLAI Moir TRUSS. VERTICALS FARE TO BE ATTACHED WITH 1530 PLATES, TYPICAL 4-4A-9-415-6-016-1. 5-6-0 -0-0 -_ 49-4 6-i7-0 **S 4 � 5675 4860 R163 4fl6 7-9-10 485 * 0 SW W 17-5-1 486 0-5-8= 3252 4860 4652 3282 3282 4090 6490 95120 IT 7275 6490 A2460 R5675 ,4-7-E 7-0-12 ) 8-11-11 I 9-1-7 1 6-5-8 -2-1 5-6-0 9-6-11 8-i1-il 6-5-8 7-0-B 78-0-0 OVERALL SPAN 7-88 CODE. BASIC WIND SPEED -75 MPH. EXP. IIC11 PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. PLATE CODE SPACING DATE R5000 NCC -LOG 24.00' O.C. 12/7/93 9A ALLulnitrWunJ AKE 11) HF VERIFIED Bti IM[ :OMPONENT MANUFACTURER, ARCHITECT, AND/Ok PlUnING CONTRACTOR PRIOR TO FABRICATION- 4 ABRICATION QROFESStpr-9 �h�e �,. MEss9?Fyc2 *v r- f1fl194 i*j �sl ~CtV1t �Q' \F OF CAL1E��� AIN THAT THE LOADS UTILIZED ON THIS DESIGN MFET OR EXCEED THE ANO THE LIVE LOAUS IMPOSED BY THE LOCAL BUILDING CODE OR BILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL R PLATES SHOWN ARE TRUSWAL 16. 1B. OR 20 GAGE AS SPECIFIED Y CONIROL MANUAL' OF THE TRUSS PLATE INSTITUTE 11PI1 AND THE PECIF CALIY OE SIGNA T F,O ARF TO BT FOUAIIY p1VIDFD � DENOTES IRED OF INUIV IDUAL TRUSS ME ITT RS I5 NO 110 ON THIS ORA.ING INUOUSLY BRACFO BY SHFATHING Ur LESS 0, HER.I SF S, A T EU .NFRF E BOTTOM CHORD. It SHALL BE BRACED AT INTERVALS NUT E NEO TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY I TOPPLING AND OOM[NO ING' PFFFR TO BRACING .000 E CONFUSION MAY F.x ISI CONCFHNING PROPER (IFt.0 F ANTREVERS, AND THE CHORDS OF THI TRUSS 10 PREVFNI N ANY ENVIRONMENT THAT MISE CAUSE TIME MOISTURE CONTEn ATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DF.IEP THEREFORE IS OU1$IOF. THE SCOPE OF PESPONSIBILTTY OF T12- 3132 W23 - -3181 W24 - 3850 HORIZONTAL WIND REACTION 285# BEARING REOUIREMIENTS REG BEARING ACT. SIZE REO. SIZE LBS T13- 3132 T14- 2667 w25 - -207 TYP. RESISTED BY CONNECTIONS 82 5.50 In. 2.22 In. 2085 115- o 810 7.10 In. 6655 TO ROOF DIAPHRAGM BY OTHERS. Top Chd Bottom Chd Webs Uplift Reactions T 1- 0.208 B 1- 0.080 W 1 - 0.375 w 2 - 0.469 az -2e6 T 0.485 0.410 w 5 - 0.117 CONC. LOADS ARE PER TRUSS OVER A BRACING MEMBERS SHOWN BY * WHERE REQUIRED. 3- B 3- T 4- 0.460 8 4- 0.647 - 0.089 w 6 W 7 - 0.134 W 8 - 0.113 MINIMUM OF 3 ADJACENT TRUSSES. 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 5= 0.316 8 5- 0.676 T 6- 0.318 B 6- 0.612 N 9 - 0.106 W10 - 0.266 W11 - 0.224 W12 - 0.592 WITH TWO (2) 8d NAILS. 7 7- 0.263 8 7- 0.397 W13 - 0.268 W14 - 0.484 SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR WHERE COMFUSION NAY EXIST CDNCERNIN6 T B- 0.210 B B- 0.860 T 9- 0.210 8 9- 0.654 W1 - 0.584 W16 - 0.268 W177 - 0.745 MSB - 0.846 24. O.C. SPACED TRUSSES. USE 2X4 LATERAL PROPER FIELD ERECTION, CLEARLY MARK TIO- 0.223 BIO- 0.420 W19 - 0.331 W20 - 0.674 BRACING ATTACHED WHERE SHOWN BY (") WITH. INTERIOR BEARING LOCATIONS. CANTI- 111- 0.223 Bit- 0.185 W21 - 0.767 W22 - 0.796 TWO (2) 10d NAILS EACH. LEVERS. AND THE CHORDS OF THE TRUSS T12- 0.712 W23 - O.BO9 W24 - 0.680 TO PREVENT IMPROPER INSTALLATION. T13- 0.783 W25 - 0.206 T14- 0.733 FOR ALT. END DETAIL EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING T15- 0.373 45. t%#% IAA)OMU DROPP REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTIONI" EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF THIS TRUSS. THE DESIGN OF TEMPORARY G PERMANENT BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS BY OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE FUNCTIONS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE SEE DWG. CA341LO47-14. CHORD OF THE1-1 FLAI Moir TRUSS. VERTICALS FARE TO BE ATTACHED WITH 1530 PLATES, TYPICAL 4-4A-9-415-6-016-1. 5-6-0 -0-0 -_ 49-4 6-i7-0 **S 4 � 5675 4860 R163 4fl6 7-9-10 485 * 0 SW W 17-5-1 486 0-5-8= 3252 4860 4652 3282 3282 4090 6490 95120 IT 7275 6490 A2460 R5675 ,4-7-E 7-0-12 ) 8-11-11 I 9-1-7 1 6-5-8 -2-1 5-6-0 9-6-11 8-i1-il 6-5-8 7-0-B 78-0-0 OVERALL SPAN 7-88 CODE. BASIC WIND SPEED -75 MPH. EXP. IIC11 PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. PLATE CODE SPACING DATE R5000 NCC -LOG 24.00' O.C. 12/7/93 9A ALLulnitrWunJ AKE 11) HF VERIFIED Bti IM[ :OMPONENT MANUFACTURER, ARCHITECT, AND/Ok PlUnING CONTRACTOR PRIOR TO FABRICATION- 4 ABRICATION QROFESStpr-9 �h�e �,. MEss9?Fyc2 *v r- f1fl194 i*j �sl ~CtV1t �Q' \F OF CAL1E��� AIN THAT THE LOADS UTILIZED ON THIS DESIGN MFET OR EXCEED THE ANO THE LIVE LOAUS IMPOSED BY THE LOCAL BUILDING CODE OR BILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL R PLATES SHOWN ARE TRUSWAL 16. 1B. OR 20 GAGE AS SPECIFIED Y CONIROL MANUAL' OF THE TRUSS PLATE INSTITUTE 11PI1 AND THE PECIF CALIY OE SIGNA T F,O ARF TO BT FOUAIIY p1VIDFD � DENOTES IRED OF INUIV IDUAL TRUSS ME ITT RS I5 NO 110 ON THIS ORA.ING INUOUSLY BRACFO BY SHFATHING Ur LESS 0, HER.I SF S, A T EU .NFRF E BOTTOM CHORD. It SHALL BE BRACED AT INTERVALS NUT E NEO TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY I TOPPLING AND OOM[NO ING' PFFFR TO BRACING .000 E CONFUSION MAY F.x ISI CONCFHNING PROPER (IFt.0 F ANTREVERS, AND THE CHORDS OF THI TRUSS 10 PREVFNI N ANY ENVIRONMENT THAT MISE CAUSE TIME MOISTURE CONTEn ATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DF.IEP THEREFORE IS OU1$IOF. THE SCOPE OF PESPONSIBILTTY OF LUMBER SPECIFICATIONS Top'Chord '•2x 4 W /1 6 BTR. .OF -L:.. Bot Chord 2x 4 x 01 6 BTR: DF -L Web Piece 2x 4 Tf STUD DF -L WEB Piece 2 2x 4 IF i2 OF -L BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 82 5.50 In. 2.83 In. 2657 TL 3.50 In. 1.50 In. 2280 Uplift Reactions 82 -641 TL -789 BRACING MEMBERS SHOWN BY * WHERE REWIRED. 1X4 CONTINUOUS LATERAL BRACING ATTACHED WITH TWO (2) 8d NAILS. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION• CLEARLY NARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS• AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTION) EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF THIS TRM. .. Top Cho B.ottom Cho Webs SPECIAL PLATE POSITIONING CHART - 3544-.-- Standard formlblid (SOFOI :- JOINT• ' ,r,;,,l '° --,,Y: -fin) ANGLE ' •::- _ - - - - 965 ------ ------ 14.0: BCOL9= - ------ ----- T 3= 3937 8 3- 2476 N 5 - -359 N 6 Increase TCO) 1 2.85 2.76 9.2 T 4- -3906 B 4- 3709 W 7 - 884 W 6 - -901 LIVE LOAD DEFLECTION BASED ON L/600 5 -5.69 -5.59 SB.4 T 5- -3700 B 5- 4247 N 9 - 482 MID - -267 14 -5.50 -3.50 0.0 T 6- -4499 B 6- 4471 Will - 54 W12 - -371 14 -3.50 -40.21 0.0 T 7- -4499 B 7- 3797 W13 - -269 W34 - 900 14 -3.50 -22.66 0.0 T B- -4274 B B- 2225 W15 --1218 W16 - -269 T 9= -4274 B 9= 1130 W17 = 3747 W -2065 TSO- -3151 W19 - 1878 W2020 - -2409 HORIZONTAL WIND REACTION = 285# 711- -31 W23 - 2166 732- -113030 TYP. RESISTED BY CONNECTIONS 713- oTop TO ROOF DIAPHRAGM BY OTHERS. tiOFESS! QNA` m Cnd T 1==0.208 8hd 01=00.085 Webs W 1= 0.482 W 2= 0.626 Ni�ss'9 � T 3- 0.352 B 3- 0.520 W 5 - 0.183 W 6 - 0.002 SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR T 4- 0.689 B 4- 0.799 M 7 - 0.272 W B - 0.574 24- O.C. SPACED TRUSSES. USE 20 LATERAL C7 �► �V T 5- 0.449 B 5- 0.907 T 6- 0.553 B 6. 0.937 W 9 - 0.148 W10 - 0.266 W33 - 0.016 W12 - 0.210 BRACING ATTACHED WHERE SHOWN BY (y WITH 1t1 982T 7- 0.461 B 7- 0.815 W13 - 0.268 W14 - 0.277 TWO (2) tOd NAILS EACH T 8- 0.434 B B- 0.609 W15 - 0.690 W16 - 0.268 T 9- 0.434 B 9- 0.405 W17 - 0.537 WIG - 0.638 31/94 710- 0.321 W19 - 0.574 W20 - 0.705 EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT T11- 0.321 W21 - 0.666 41" O.C. MAXIMUM, DROPPED TO THE FLAT TOP T13- 0.139 CHORD OF VERTICALS TO BE HE US C1111 IL ATTACHED PLATES, TYPICAL \� elf Of CALA� OF 14-4-8 , 1 5-6-0 1 1 5-0-0 , 14-5-141 14-5-141 14-5-131 13-11-81 4-9-4 6-11-0 4-4-15. 4-5-14 4-5-14 4-7-9 ;2 5676 **.(17) LATERAL -BRACES REQUIRED (EVENLY SPACED) THE DESIGN OF TEMPORARY 6 PERMANENT 4 � 40.0 R1630 4852 RS630 40 0. H163n•• 5660 4060 6475 BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS BY OTHERS. DUE 406 N 3245 3-5-13 TO THE MAGNITUDE OF THESE TRUSSES IT IS STRONGLY RECOMMENDED THAT A 7-9-10 4852 It * IF 3245 REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE 566 4-0-0 FUNCTIONS. 0-5-8= !2 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD 3252 LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-68 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. 82467 4-7-8 7-0-12 B-11-11 8-9-15 4-2-12 5-6-0 9-6-11 8-11-11 -i1-8 ( 62-0-0 OVERALL SPAN PLATING BASED ON GREEN LUMBER AT TIME EXP. 11 rill OF MANUFACTURE. PLATE CODE SPACING DATE R5000 NCC-LDG 24.00' O.C. 12/7/93 A TrusPlus Design DWG. CA 341 L O 4,' 28 A98 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.8 A q C� 11 IS I11F RESPONSIBILITY OF OTHER$ TO ASCERTAIN THAI THE LOADS UTILIZED ON THIS 0 ACTUAL OF AD LOADS IMPOSED BY THE SIRUCIVRE AND THE IIVE LOADS IMPOSED BI THE HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMFNSIONAL ' ` ' ` UI MF14,I ONS PRIOR 10 IABRICATION CONNECIOR PLATES SHOWN ARE IRUSWAL 16, 18. OR /Ann KATION SHALL COMrLY WITH THF 'OUAI.IIY CONTROL MANUAL' OF 114E TRUSS PLATE ,r IN(ISMA1 TRUSCOM MANUAL ALL PANELS NOT SPECIFICAL(Y OESIGNATF.n ARE 10 RI FOUA SPF CIA. CUTTING ONLY LATERAL BRACING REOUIREO OF INDIVIDUAL TRUSS MEMBFOS IS THIS UF.SIGN ASSUMFS THE TOP CHORD 10 BE CONTINUOUSLY BRACFD BY SHFATHING UNLESS NO RIGID CF. IL ING IS APPL IF.O DIRECTLY 10 THE BOTTOM CHORD. 11 SHALL BE BRACED AT 10.� . PFnSONS ERECTING TRUSSES ARE CAUTIONED TO SEEM PROFESSIONAL ADVICE REGAR ,_____, r"C pn eC lnG WHICH IS ALWAYS REQUIRED 10 PnF.VFNI TOPPT.ING AND DOMINOING' RTFFR T ri:.L7 C(IMMI NIAIIy AND RECOMMF.NOAI IONS' (1PII WHERF CONFUSION MAY EXIST CONCFHNING %%SAH I MANIC INIF.RIOR BEARING LOCATIONS. CANIILEVFRS• AND THE CHORDS OF THE TRU 1RUSWALSYSTEMS CORPORATION INSIALLAIION. TRUSSES SNAIL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE WOOD TO fYCLIO 191 ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSAP JUO IC IOUS APPIICAIION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF REST 0 Oty - 3 / Truss name - E144 - Au DIMENSIONS ARE TO OF VERIMED OV IM .OMPONENT MANUFACTURER, AR NITECT, AND/Ok 1111101NG CONTRACTOR PRIOR TO FABRICATInk FET OR EXCEED INE BUILDING CODE OR ACY VERIFY ALL F AS SPECIFIED UTE TIPII AND THE TUFO. All� DENOTES ON THIS DRAWING SF S•ATEU WHERE ALS NUT E4Ef01NG HPORARY ERFCIION ING WOOn IRUSSIS FI11U fnECT10N. PREVLNI IMPROPER RE CONTENT OF TNF EST DETERMINED BY LITY OF 1RUSWAL . LUMBER SPECIFICATIONS Top Chond 2x'4 ■ #1 6 BTR. OF -L Bat Chord 2x 4 IT i1 6 BTR. DF -L Web Piece 2x 4 IF STUD DF -L WEB Piece 2 2x 4 IT 02 DF -L BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 82 5.50 In. 2.75 In. 2587 BL 5.50 In. 2.33 In. 2187 Uplift Reactions 82 -21 BL -131 BRACING MEMBERS SHOWN BY * WHERE REQUIRED. 1X4 CONTINUOUS LATERAL BRACING ATTACHED WITH TWO (2) Bd NAILS. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS, CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. ENO VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTIONI EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF Top Cho Bottom Cho Webs SPECIAL PLATE FOSITIOFIING CHART ' ` ' ` _T42= 507 B 1- -475 W"l -2497 W 2 - : 3435.:` ° - Standard"1lni form- Loading (PSF) - --JOINTIC; .X.`d)n),- .. .Y: (in) ANGLE . T 2= -291B B 2= -476 W 3 = -1028 F' 4 = 921 TCLL'= 16.0; TCDL = 14.0: BCOL = 10.0: -----_.X-43n), ------ ------ 2.85 2.76 9.2 T 3- -3760 B 3- 2769 7 4- -3734 B 4- 3567 W 5 - -337 W 6 - -31 M 7 - 629 W 8 - -813 Increase - 1.250 1 LIVE LOAD DEFLECTION BASED ON L/600 5 -5.69 -5.59 18.4 7 5- -3537 B 5- 4031 W 9 - 399 W10 - -267 P 1 D i n T 6- -4240 B 6- 4167 T 7- -4240 B 7- 3406 W11 - 136 W12 - -454 W13 - -269 W14 - 983 `HORIZONTAL WIND REACTION(S) =285 # TYPICAL Trus u s e s g T B- -3927 8 B- 1746 T 9= -3927 B 9= 608 W15 - -1301 W16 - -269 W17 = 1630 W18 = -2147 RESISTED BY CONNECTIONS TO ROOF DIAPHRAGM DWG CA �� O T10- -2716 W19 - 192B W20 - -2201 OF THE TRUSS TO PREVENT IMPROPER CHS RAH, LION 1N TRUSSE BEARING LOCATIONS, CANTILEVERS, AND THE ATCHORDSWILL INSTALLATION, TFRIORRUSSES SHALL NOT BF. PLACED IN ANY ENVIRONMENT THAT WILL CAUSE 111E MOISTURE CONTENT OF THE w.DU IO IYCEFO 19% AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER, WHEN NECESSARY. IS BEST DETERMINED BY 711- -2716 W21 - -53 BY OTHERS. T12- -608 T13- 0 Top Cnd Bottom Chd Webs SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR T 1= 0.208 B 1= 0.085 W 1 = 0.469 W 2 = 0.606 24' O.C. SPACED TRUSSES. USE 2X4 LATERAL 00FESSIpN T 2- 0.342 B 2- 0.109 B 3- 0.506 W 3 - 0.268 W 4 - 0.283 W 5 - 0.171 W 6 - 0.016 BRACING ATTACHED WHERE SHOWN BY (" ) WITH MESS ley T 3- 0.661 T 4- 0.655 B 4- 0.760 W 7 - 0.255 W B - 0.517 TWO (2) 10d NAILS EACH• � T 5- 0.430 B 5. 0.879 W 9 - 0.122 W10 - 0.266 T 6- 0.517 B 6. 0.897 Wil - 0.041 W12 - 0.257 EXTENDED TOP CHORD REQUIRES 2X4 VERTICAL$ AT T 7- 0.431 B 7- 0.764 T B- 0.397 B 8- 0.546 W13 - 0.268 W14 - 0.302 W15 - 0.736 W16 - 0.268 0•C• MAXIMUM, DROPPED TO THE FLAT TOP. DC T 9- 0.397 B 9. 0.336 W17 - 0.563 W18 - 0.663 CHORD OF THE TRUSS. VERTICALS ARE TO BE T10- 0.285 W19 - 0.593 W20 - 0.985 ATTACHED WRH S•L6 CA fTAFLif TYPICAL 711- 0.285 W21 - 0.053 2 31 T12- 0.162 T13- 0.139 THIS TRUSS. EXP "C" 4-4-8 5-6-0 5-0-0 4-5-14 4-5-14 4-5-13 1-11-U 4-9-4 6-11-0 4-4-15 4-5-14 4-5-14 4-7-9 12 51675 (13) -LATERAL BRACES REQUIRED THE DE4 I7 3252 _ R1830 - 482 , 81630 3152 a 81630 ,-56b0 SFO 6 O SIGN OF TEMPORARY 6 PERMANENT BRACING ALONG WITH THE SUPERVISION OF THE TRUSS ERECTION IS BY OTHERS. DUE TO THE MAGNITUDE OF THESE TRUSSES IT 7-9-f0 IS STRONGLY RECOMMENDED THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT BE RETAINED FOR THESE FUNCTIONS. 0-5-8= Civtt R2445 7-5-13 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD 3252 n 3290 4852 3282 4890 3282 5690 4050 " LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. 82467 56fi0 THIS TRUSS IS DESIGNED USING THE ASCE 4-7-8 7-0-12 8-11-11 , 8-9-15 _4B $TUB 7-88 CODE. BASIC WIND SPEED -75 MPH. 4_-2-12' 5-6-0 9-6-11 8-11-11 PLATING BASED ON GREEN LUMBER AT TIME 59-11-B OVERALL SPAN OF MANUFACTURE. PLATE 85000 CODE SPACING NCC -LOG 24.00' D.C. DATE 12/8/93 ' ` ' ` 11 IS THE RESPONSIBILITY OF OTHERS 10 ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN NFET OR EMCEED THE ACTUAL C, LOADS IMPOSED BY T)IF STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HI SII1OICeL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR OIMFN510NAL ACCURACY. VERIFY ALL UIMEn;l0U5 PRIOR 10 FABRICATION CONNECTOR PLATES SHOWN ARE TRUSWAL 16, 16. OR 20 GAGE AS SPECIFIED TenniCAIION SHALL COMPLY MI TH TRF 'OUALIIY CONTROL MANUAL* OF THE TRUSS PLATE INSTITUTE IIPtT AND IRE TnUSWAH IRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY OESIGNATEn ARF. 10 BI FOUeLI.Y OIvIDEn. Ak� DENOTES SPFL•IAI. CUTTING ONLY LATERAL BRACING REOUIRFO OF INDIVIDUAL TRUSS MEMHFHS 15 NOTED ON 11115 DRAWING T U+IS DESIGN ASSUMES THE IOP CHORD TO BE CONTINUOUSLY BRACFO BY SHf ATHIHG UNLESS OTHERWISE STATEU wRERE P 1 D i n HO n10Ii) CEILING IS APPLIED DIRECTLY 10 THE BOTTOM CHORD. II SHALL BE BRACED At INTERVALS •WT E-CEFDING 10'-O PF RS A Trus u s e s g r %"Q %jj���� ONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY FRFCTION 81TACMNG WHICH I5 eL WAYS REQUIRED 10 PREVENT TOPPLING AND DOr INOING' RFrfR TO BRACING W000 TRUSSES CTIMMf.N1 sH AN RE COMMFNDATI ONS' (1PII MNERE CONFUSION MAY EXIST CONCERNING PROPER FIELD FREC110N, DWG CA �� O O iRUSWAI SYSTEMS CORPORATION OF THE TRUSS TO PREVENT IMPROPER CHS RAH, LION 1N TRUSSE BEARING LOCATIONS, CANTILEVERS, AND THE ATCHORDSWILL INSTALLATION, TFRIORRUSSES SHALL NOT BF. PLACED IN ANY ENVIRONMENT THAT WILL CAUSE 111E MOISTURE CONTENT OF THE w.DU IO IYCEFO 19% AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER, WHEN NECESSARY. IS BEST DETERMINED BY JUDICIOUS APPLICATION OF ExPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF IRUSWAL A9C 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.60 ALL DIMENSIONS ARES TO RF VFR4ifn RV'twyw 1 / Truss now - 'OMPONENT MANUrACIURER, ARt NIMT, AND/i 71% L9 111W)IN& CONTRACTOR PRIOR TO FABRICATI(* •- LUMBER SPECIFICATIONS - Top Chord 2x 4:-W_f1 G BTR.eOF-L Bot Chord 2x 4 W 011 BTR. DF -L Web Piece 2x 4 w STUD DF -L WEB Piece 2 2x 4 IF 02 DF -L BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 82 5.50 In. 2.20 In. 2061 TL 3.50 In. 1.50 In. 1675 Uplift Reactions 82 -399 TL -461 BRACING MEMBERS SHOWN BY W WHERE REQUIRED. 1X4 CONTINUOUS LATERAL BRACING ATTACHED WITH TWO (2) 8d NAILS. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIM BEARING LOCATIONS, CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHINI IS ATTACHED. . Top.Chd Bottom Cho Webs •='T=f=• 507- B..1m - -476 W:1 .- -1971 W 2 - 2619 T 2= -2106 B 2= -476 W 3 = -759 W 4 = '579 T 3= -2635 B 3- 1998 W 5 - -167 W 6 - -226 T 4- -2446 B 4- 2500 W 7 - 418 W 8 - -147 T 5- -2317 B 5- 2407 W 9 - -217 W10 - -267 T 6- -2293 8 6- 1892 W11 - 755 W12 - -1073 T 7= -2293 B 7- 487 W13 - -269 W14 - 1577 T B- -1323 W15 - -1615 W16 - 1607 T 9= -1323 T10= 0 Increase - 1.250 Top Chd Bottom Cho Webs T 1- 0.208 B 1- 0.085 N 1 = 0.370 W 2 - 0.462 T 2- 0.274 B 2- 0.109 W 3 - 0.198 W 4 - 0.178 T 3- 0.476 B 3- 0.405 W 5 - 0.085 W 6 - 0.122 T 4= 0.452 B 4= 0.640 W 7 = 0.128 N 8 = 0.093 T 5- 0.313 B 5- 0.666 W 9 - 0.122 WIG - 0.266 T 6- 0.311 B 6- 0.599 W11 - 0.232 W12 - 0.608 T 7- 0.257 B 7- 0.320 W13 - 0.268 W14 - 0.485 T B- 0.205 W15 - 0.745 W16 - 0.494 T 9- 0.206 T10- 0.139 END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOr CIIORD LIVE LOAD, THIS TRUSS IS DESIGNED USING THE ASCE 7 -BB CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. 11011 PLATE CODE I SPACING A5000 NCC -LOG 24.00' O.0 A TrusPlus Design 7-9-10 0-5-8= 24- HORIZONTAL WIND REACTION = 285# TYP. RESISTED BY CONNECTIONS TO ROOF DIAPHRAGM BY OTHERS. SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR 24- O.C. SPACED TRUSSES. USE 2X4 LATERAL BRACING ATTACHED WHERE SHOWN BY ('y WITH TWO (2) 10d NAILS EACH. EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT 46- O.C. MAXIMUM, DROPPED TO THE FLAT TOP CHORD OF THE TRUSS. VERTICALS ARE TO BE ATTACHED WITH 1670 PLATES, TYPICAL 4-4-8 1 5-6-0 1 5-0-0 4-5-14 4-5-14 4-9-4 6-11-0 4-5-0 4-5-14 2-6-1 I- gamic I... goNv g . gv R2453-7-87-0-12 8-11-11 14-2-121 1 5-6-0 1 1 9-6-11 1 1 6-9-2 1 T 47-0-0 OVERALL SPAN DATE 12/7/93 DWG. CA 341L04-67 29 1/0. A10.1► Tus \ffA'I►�I SYSTEMS 1RUSWAL SYSTEMS CORPORATION IT 15 THE RESPONSIBILITY OF 01 ACTUAL UUD LOADS IMPOSED BY T IR HI STORIC eL CLIMATIC RECORDS. O,JSCUU O?l111PRSIfALL T COMPLY ICAI WIT IITI ISw sI 111MOM MANUAL ALL 511CI AI. CUI T,NG ONLY LATERAL H'IS OFSIGN ASSUMF.S THE TOP CH I10 RIGID CEILING IS APPLIED DI 1O'.0' PERSONS ERECTING TAUS BNAC TNG WHICH IS ALWAYS REOUIP C HMMIT11A111 AND RECOMMF,NUAT IONS CI I&III 'T MARK INTERIOR BEARING IN51 ALL 11014. TRUSSES SNALL N .IOU 10 EXCEED 191 ANO/OR CRUS JUDICIOUS APPI ICA IION OF EXP A9D 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 1 Qty; ALL DIMENSIONS ARE TO ®E VERIFIED Bt (FTI A�) COMPONENT MANUFACTURER, ARCHITECT, AND/Ok �/ PIRCIING CONTRACTOR PRIOR TO FABRICATIOk 15 3-5-13 15 4-0-0 QEtOFESSION_N METIM �S� FI F dFL IdvY�no� �� 1'r\ Civil - RS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EMCEED THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL N. CONNECIOR PLATES SNOMN ANE TRUSWAL 16. 18. OR 20 GAGE AS SPECIFIED Tiff 'OUAI.IIY CONIROL MANUAL OF 111E TRUSS I'LATF, INSTITUTE IIPII AND THE MELS NOT SPECIE ICALIY UESIGNATFD ARE TO BI. FOUA11.1 OIVIUFn. DENOTES PACING REQUIRED OF INDIVIDUAL TRUSS MF.MBFRS IS NOTED ON THIS DRAWING 0 10 BE CONTINUOUSLY BRACFD BY SHFATHING UNLESS OTHERWISE STAIEU WHERE CILY TO THE BOTTOM CHORD. IT SMALL BE BRACED At INTERVALS NUT EICEFOING S ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY FRECIION 10 PREVENT TOPPLING AND OOMINOING• AFIFR TO 'BRACING WOOD TPUSSF.S' PPU WHERE CONFUSION MAY EXIST CONCFNNING PROPER F111.0 FRECIION, LOCATIONS, CANTILEVFAS, AND THE CHORUS OF 1HL TRUSS TO PREVENT IMPROPER BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE CONNECTOR PLATE CORROSION. CAMBER, WHEN NECESSARY. IS BEST DETERMINED BV IENCF. AND THEREFORE 15 OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSMAL gA NA RIP v m SPECIAL PLATE POSITIONING CHART Standard Uniform,toading' (PSFj- ..: JOINTS •-.y,;,_ITnI ..Y" lin)- ANGLE ' ' - - •-• TCLL = 16.0: TCDL = 14.0: BCDL = 10.0: ------ ------ ." ------ ------ Increase - 1.250 1 2.41 2.62 9.2 LIVE LOAD DEFLECTION BASED ON L/600 5 -5.69 -5.59 16.4 11 -5.50 -3.50 0.0 11 -3.50 -40.21 0.0 11 -3.50 -22.56 0.0 HORIZONTAL WIND REACTION = 285# TYP. RESISTED BY CONNECTIONS TO ROOF DIAPHRAGM BY OTHERS. SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR 24- O.C. SPACED TRUSSES. USE 2X4 LATERAL BRACING ATTACHED WHERE SHOWN BY ('y WITH TWO (2) 10d NAILS EACH. EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT 46- O.C. MAXIMUM, DROPPED TO THE FLAT TOP CHORD OF THE TRUSS. VERTICALS ARE TO BE ATTACHED WITH 1670 PLATES, TYPICAL 4-4-8 1 5-6-0 1 5-0-0 4-5-14 4-5-14 4-9-4 6-11-0 4-5-0 4-5-14 2-6-1 I- gamic I... goNv g . gv R2453-7-87-0-12 8-11-11 14-2-121 1 5-6-0 1 1 9-6-11 1 1 6-9-2 1 T 47-0-0 OVERALL SPAN DATE 12/7/93 DWG. CA 341L04-67 29 1/0. A10.1► Tus \ffA'I►�I SYSTEMS 1RUSWAL SYSTEMS CORPORATION IT 15 THE RESPONSIBILITY OF 01 ACTUAL UUD LOADS IMPOSED BY T IR HI STORIC eL CLIMATIC RECORDS. O,JSCUU O?l111PRSIfALL T COMPLY ICAI WIT IITI ISw sI 111MOM MANUAL ALL 511CI AI. CUI T,NG ONLY LATERAL H'IS OFSIGN ASSUMF.S THE TOP CH I10 RIGID CEILING IS APPLIED DI 1O'.0' PERSONS ERECTING TAUS BNAC TNG WHICH IS ALWAYS REOUIP C HMMIT11A111 AND RECOMMF,NUAT IONS CI I&III 'T MARK INTERIOR BEARING IN51 ALL 11014. TRUSSES SNALL N .IOU 10 EXCEED 191 ANO/OR CRUS JUDICIOUS APPI ICA IION OF EXP A9D 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 1 Qty; ALL DIMENSIONS ARE TO ®E VERIFIED Bt (FTI A�) COMPONENT MANUFACTURER, ARCHITECT, AND/Ok �/ PIRCIING CONTRACTOR PRIOR TO FABRICATIOk 15 3-5-13 15 4-0-0 QEtOFESSION_N METIM �S� FI F dFL IdvY�no� �� 1'r\ Civil - RS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EMCEED THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL N. CONNECIOR PLATES SNOMN ANE TRUSWAL 16. 18. OR 20 GAGE AS SPECIFIED Tiff 'OUAI.IIY CONIROL MANUAL OF 111E TRUSS I'LATF, INSTITUTE IIPII AND THE MELS NOT SPECIE ICALIY UESIGNATFD ARE TO BI. FOUA11.1 OIVIUFn. DENOTES PACING REQUIRED OF INDIVIDUAL TRUSS MF.MBFRS IS NOTED ON THIS DRAWING 0 10 BE CONTINUOUSLY BRACFD BY SHFATHING UNLESS OTHERWISE STAIEU WHERE CILY TO THE BOTTOM CHORD. IT SMALL BE BRACED At INTERVALS NUT EICEFOING S ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY FRECIION 10 PREVENT TOPPLING AND OOMINOING• AFIFR TO 'BRACING WOOD TPUSSF.S' PPU WHERE CONFUSION MAY EXIST CONCFNNING PROPER F111.0 FRECIION, LOCATIONS, CANTILEVFAS, AND THE CHORUS OF 1HL TRUSS TO PREVENT IMPROPER BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE CONNECTOR PLATE CORROSION. CAMBER, WHEN NECESSARY. IS BEST DETERMINED BV IENCF. AND THEREFORE 15 OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSMAL gA NA RIP v m LUMBER SPECIFICATIONS Top Chd Bottom Chd Webs =I�°-TOP'Cnord--2x_4 IF 41 DF=L :_ .. -.: °``""" "'T 1-- -242-B 1- 0• W '1 -"-325 W 2 - , 237 .' Bot Chord 2x 4 W t1 DF -L T 2= 253 B 2= 230 W•3 _ 66 W 4 = -550 Web Piece 2x 4 *.STUD DF -L T 3- 0 B 3- -1154 W 5 - -454 W 6 - 241 T 4e 1154 B 4- 2 W 7a- -204 W 7b- -1217 T 5- -935 B 5- 1456 W 8 - -1947 W 9 = 1542 T 6- -935 B 6- 1220 W10 - -345 Wit - -862 BEARING REQUIREMENTS T 7- -1647 B 7- 0 W12 - 320 W13 -511 BEARING ACT. SIZE REO. SIZE LBS T B- -1647 W14 - 596 W15 - -1010 el 2.00 In. 1.50 In. 388 T 9= -1220 W16 = 1669 W17 = -1456 BL 2.00 In. 1.62 In. 1521 W18 - 1262 B4 3.50 In. 3.15 In. 2950 Top Chtl Bottom Chd Webs BRACING MEMBERS SHOWN BY W WHERE REQUIRED. T 1- 0-383 B 1- 0,179 W 1 - 0.061 W 2 - 0.073 T 2- 0.461 B 2- 0.228 W 3 - 0.020 W 4 - 0.576 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 3- 0.423 B 3. 0.666 W 5 - 0.316 W 6 - 0.074 WITH TWO (2) Bd NAILS. T 4= 0.441 B 4= 0.441 W 78= 0.038 W 7b= 0.441 T 5- 0.310 B 5- 0.660 W 6 - 0.575 W 9 - 0.474 ALL BEARINGS SHOWN ON THIS DRAWING T 6- 0.395 B 6- 0.540 WIG - 0.300 Wit - 0.468 ARE LOAD BEARING. SHIM OR WEDGE IF T 7- 0.651 B 7- 0.191 M12 - 0.096 W13 - 0.420 NECESSARY TO ACHIEVE FULL BEARING. T 8- 0-819 W14 - 0.183 W15 - 0.798 T 9= 0.722 WIG - 0.513 W17 - 0.495 WHERE CONFUSION MAY EXIST CONCERNING WIS - 0.388 PROPER FIELD ERECTION. CLEARLY NARK INTERIOR BEARING LOCATIONS, CANTI- LEVERS, AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTIONI EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF THIS TRUSS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE B-5-8 7-08 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. 1-11-15TS! EXP 110 .25/12 LOADING 20LL-1ODL 6-7-1 6-9-9 5-3-9 r 4I� 2445,A SPECIAL PLATE POSITIONING CHART Standard Uniform -Loading (PSF) : .. .'JOINTr'...:r::!rni Y: (in) ANGLE TCLL = 16.0: TCDL = 14.0: BCDL = 10.0: ------ ------ ------ 7 0.00 -3.50 90.0 Uniform Loads PLF Load Case 1 Initial Final Start End Dir. TCOL 30.0 30.0 29.71 53.00 V Increase - 1.250 LIVE LOAD DEFLECTION BASED ON L/600 MAKE PROVISIONS FOR ADEQUATE DRAINAGE. -0-0 4-10-4 4-8- 5-0-0 6-4-4 .r 12 856110 8105 3260 32 R1630 4852 V. M vC CIVIL TATE OF CAU 12 0.25 5660 11 16-6-3 F_ 3252 3282 n 32105 4890 3260 11 82452 4852 82452 0-7-4 STUB 5- -59-B-8 6-7-12 663--9 +6 -if -5 9-10-4 6-6-0 PLATE CODE SPACING DATE 85000 NCC-LDG 24.00' O.C. 12/8/93 A TrusPlus Design DWG. CA 34 zoo 14 04 C3A MASONIC HALL CHICO / HOMEWOOD / Version 3.80 C`J A 52-4-12 OVERALL SPAN It IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACTUAL ULAD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HIS T On1CAI CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL ' , ' ` III DNS PRIOR 10 FABRICAI IO N. CONNECIOR PLATES SHOWN ARE 1RUSWAL 1E. 18. OR 20 GAGE AS SPECIFIED FARRICATION SHALL COMPLY WITH THE 'DUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPII AND THE T IPUSWAI. IRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY OESIGNAIF.O ARE TO OF FOUA(LY DIVIDED. 90LDENOTES SPEC AI. CUTTING. ONLY LATERAL BRACING REOUIRFO Of INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING THIS UESIGN ASSUMES THE TOP CHORD 10 BE CONTINUOUSLY BRACED BY SHEATHING UNLLSS OTHERWISE 51ATEU WHERE 110 RIGID CEILING IS APPLIED DIRECTLY TO THE 80170H CHORD. I1 SHALL BE BRACED AT INTERVALS NUT EFCEFOING 10'.0' PFRSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY FRFC110N ,_-___, �"� BHACIIIG WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING' RFF1R TO 'BRACING WOOD TRUSSF.S' a.L7 COM tII el1Y ANO RECOMMF-NOAIIONS' (TPI) WHERE CONFUSION MAY EXIST CONCERNING PROPER TIt LD FRECIION, 1RUSWALSYSTEMS CORPORA)ION 91N51"IY MARK jNIF.RIOR BFARING LOCATIONS, CANTILEVFRS• AND THE CHORDS OF 1111. TRUSS 10 PREVENT IMPROPER LLAIION, IRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE 111E MOISTURE CONIENI OF THE WOOU TU (YCEFO 19% ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER, WHEN NECESSARY. IS BEST DEIERMINEO 8, JUDICIOUS APP(ICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL Qty - i / Truss name - E144 1 3 ALL DIAIENSICNC ARE TO DE VERII'IED 8i hK =PONENT MANUFACTURER, ARCHITECT, AND/kbit 111M)ING CONTRACTOR PRIOR TO FABRICATION - LUMBER SPECIFICATIONS TopChd Bottom Chd Webs -.Top-'Chord 2X 4.0.#1 OF -L 7*1- 0 B=-1- :884 W 1. - --156 W 2.-.-1380 Bot Chord 2z 4 If i1 DF -L T 2= -1432 B 2=- 1646 W 3 = 908 W 4 = -240 Web Piece 2x 4 FF STUD OF -L T 3- -1432 B 3- 1115 W 5 - -354 W 6 - -11 T 4- -1640 B 4- 0 W 7- -341 W 8- 734 T 5- -1640 W 9 - -913 W10 - 1527 T 6- -1115 WSJ - -1261 BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS Top Chd Bottom Chd Webs BS 5.50 In. 1.50 In. 1318 T 1= 0.271 B 1= 0.575 W 1 = 0.128 W 2 = 0.771 BL 2.00 In. 1.50 In. 1326 T 2- 0.337 B 2- 0.690 W 3 - 0.279 W 4 - 0.210 T 3- 0.293 B 3- 0.524 W 5 - 0.192 W 6 - 0.005 BRACING MEMBERS SHOWN BY IT WHERE REQUIRED. T 4- 0.450 B 4- 0.191 W 7 - 0.281 W B - 0.225 T 5- 0.565 N 9 - 0.724 WIG 0.470 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 6- 0.480 W11 - 0.961 WITH TWO (2) Bd NAILS END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. MAKE PROVISIONS FOR ADEGUATE DRAINAGE. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP FFCFI .25/12 LOADII te5-6-0 r— 0.25 12 R2430 2445 20LL-IODL ��_ 5-0-0 In 4890 3252 T SO -6-0 PLATE CODE SPACING DATE 85000 NCC -LOG 24.00' O.C. 12/8/93 tA TrusPlus Design G#A 342L.011, 05 C4 MASONIC CHICO / HOMEWOOD / Version 3.60 Standard Uniform'Load.ing(PSF). TCLL = 15.0; TCOL = 14.0; SCOL = 10;0; Increase - 1.250 LIVE LOAD DEFLECTION BASED ON L/360 6-4-4 SPECIAL PLATE POSITIONING CHART JOINTt:X:.(In):. : Y: (inl ANGLE ------ --:-- _----- ------ 3 0.00 3.50 90.0 4-10-4 6-9-8 12 0.25 R1630 4852 .. _ ... 3252 .. ': ." .. .. If 2462 9-10-4 i 6-7-12 33-6-0 OVERALL SPAN 6-6-2 5660 6-6-0 82445 L•� �,. MESs9 rd ///1dIRO�7 � Pqp CiV{9- ��Q F OF CALW ITIS I" RESPONSIBILITY OF OTHERS TO ASCFRIAIM THAT THE LOADS UTILIZED ON THIS DESIGN MFET OR EXCEED THE ACTUAL O!.AO LOADS IMPOSED BY THE SIRUC TURF. AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISTOnICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL ' ` ' ` UIM1161011$ PRIOR 10 FABRICATION. CONNECTOR PLATES SHOWN ARF. IRUSWAL Ifi. 1B. OR Z -O GAGE AS SPECIFIED {ADNICAII0N SNAIL COMPLY WITH THE 'OUALIIY CONTROL MANUAL' OF 111E TRUSS {'LATE. INSTITUTE ITPII AND THE T TRUSWAI InUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED ARE 10 Of. EOUAII.Y DIvIDED. � DENOTES SPECI AI. CDTTING ONLY LAIVIAL BRACING REQUIRED 01 INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DPAMING THIS DESIGN ASSUMT.S THE TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHFATHING UNLESS OTHEPMISF STAIEU WHERt NO RIGID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. IT SHALL BE BRACED Al INTERVALS NOT EICEFOING 10'-0' PFASONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY FRFCIION ,_____, �"C UII AI; 1110 MITI CII IS ALWAYS REQUIRED 1O PREVENT TOPPLING AND 'DOMINOING' RFTIR 1O 'BRACING M000 TRUSSES a.L7 C(IN-I,11I AnY eN0 PECOMMFNOAT IONS' NPI) WHERE CONFUSION MAY EXIST CONCERNING PROPER IIFI.0 FRECIION. CIf AHI, MAnK INIFPICA REAPING LOCATIONS. CANTIIEVFRS. AND THE CHORDS OF IHE TRUSS 10 PREVLHI IMPROPER TRUSWAL SYSTEMS CORPORATION INS IALLA1 ION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE IHE MOISTURE CONTENT OF THE MUOU TO IXCEFO 191 AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED BY JUDICIOUS APPI[CATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL Oty - 1 / Truss name - E144 1 - ALL DIMENSIONS ARE TOB VERMEO B1 1% XDMPONENT MANUFACTURER, ARCHITECT, AND/Olk tll!LnING CONTRACTOR PRIOR TO FABRICAT10% LUMBER SPECIFICATIONS Top Cho Bottom Chd Webs Top' Chord -8x•-'4' *4V. DF -L - •-' _ • - • . •1��-• '"T' f.a:' 4455 8 1- '-4311 W 1 - -2571 W 2 � 3572 Bot ChOh'd'2x 6 W 01 DF -L "_- T 2= 'f040'B-2= =4311 W 3 ='-1075 W 4 = 1184 Web Piece 2x 4 W STUD DF -L T 3- "0.8 3- -1020 W 5 - -127 WEB Piece 2 2x 4 IF CONSTR. OF -L Top Chd Bottom Cho Webs T fa 0.894 B 1- 0.345 W 1 - 0.482 W 2 - 0.837 T 2- 0.381 B 2- 0.307 W 3 . 0.231 N 4 • 0.364 T 3- 0. 145 R 9. n 996 Y F. n n7F. BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS B2 5.50 In. 3.03 In. 2836 8L 1.50 In. 1.50 In. -215 Uplift Reactions BL -229 PROVIDE ANCHORAGE FOR NEG REACTION (UPLIFT) AS REOUIREO BY OTHERS. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION. CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. T EXP. "B" GIRDER 3-9-4 LOADS MUST BE VERIFIED. 0 -5 -BI SPECIAL.F'.'T= FJETTIONING CHART .Standard Uni.form:toeding .(PSF) .-JOINTR, ;d;:•.:I:, 'v: ITT) ANGLE TCLL = 16.0; TCOL = f4:WtIBEDL'= 10.0; -=-::_"" Uniform Loads PLF Load Case 1 Initial Final Start End Dir. BCLL 0.0 32.0 0.00 5.92 V SCOL 0.0 48.0 0.00 5.92 V BCLL 0.0 4B.0 5.92 14.01 V BCDL 0.0 72.0 5.92 14.01 V Concentrated Loads Live Dead Located TC 320.0480.0 J1 V Increase . 1.250 LIVE LOAD DEFLECTION BASED ON L/600 6-0-12 4-0-9 3-f0-13 ( R2467 3-9-1 ( 2452 5-11-0 4-4-1 P-0-12 14-0-2 OVERALL SPAN PLATE CODE SPACING DATE R50DO NCC -LOG 24.00' O.C. 12/17/93 11 . e. A TrusPlus Design T ►-WMA&Mi SYSTEMS L 0 1 OWG. CA 351 L 0 TRUSWAL SYSTEMS CORPORATION HRS 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 ALL DIMENSIONS ARE 0 9-1 TRUSS MUST BE ANCHORED T,0 RESIST 400 .#.UPLIFT REACTION. (CONNECTIONS:,BY OTHERS).: 11IS T4. RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEE0 THE ACTUAL UL AD LOADS IMPOSED BY IME STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HIS10nICAl CLIMAIIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL UMEN; IONS PRIOR 10 FABRICATION. CONNECTOR PLATES SHOWN AnE TRUSWAL 16. 10. OR 20 GAGE. AS SPECIFIED FAnPICA110H SHALL COMPLY WITH THE 'OUALIIY CONIROL MANUAL' OF THE TRUSS PLAIE INSTITUTE ITPII AND THE InUSWA1. TRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY OESIGNAIFO ARE TO BE EQUALLY DIVIDED. 196, DENOTES SPECIAL. CUTTING ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBFnS IS NOTED ON THIS DRAWING THIS OLSIGH ASSUMES THE IOP CHORD TO BE CONTINUOUSLY BRACFO BY SHEATHING UNLESS OTHEPWISF STATED WMERE 10 "IGLU CF.IL TNG IS APPLIED DIRECTLY TO THF. 801704 CHORD. IT SHALL BE BRACED AT INTERVALS NUT EFCEFDING t0'-0' PF RSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION BNAC I'IG WHICH IS ALWAYS REOUIRED TO PREVENT TOPPLING AND 'DOMINOTNG' RFFFR 10 BRACING WOOD TRUSSES' C0MMF:NTAn1 AND RECOMMENOAT IONS' ITPII WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION. CLf ANTI MARX INTERIOR BEARING LOCATIONS. CANTILEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSIALLAIION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE 111E MOISTURE CONTENT OF THE WOOD TU EXCEED 191 ANO/ORCAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST OEIERMINEO BY JUDICIOUS APPI KATION OF EXPERIENCE AND THEREFORE IS OU7510E THE SCOPE OF RESPONSIBILITY OF TRUSWAL BE WRiwn Rh ont} ' f / Truss name E144 f 4' - s' IMPONENT MANUFACTURER,- AKHITECT. AND/Ok I ) 1 11110)ING CONTRACTOR PRIOR TO FABRICATI(14 " LUMBER SPECIFICATIONS .. .. Top Cho Bottom Cho Webs FALSE FRA+�]Nb T't.L TC. IS ST PL NCC -LOG Top Chord 2x 4'•* 1t2. DF -L'..:...... :< ' r . T<"'1= -437 6 1- C W. 1' _ ' 39 W 2 - _'463 Stentlar.C'Uniform,-LDading (PSF).. MASONIC CHICO Bot Chord 2x 4 * 02 OF T 2-' -" 0 B 2=-426 ii 5 = -106 W 4 = -510 TCLL = ;5.0:. T -.DL' `•.:14.C. BEE- '10:8. Web Piece 2x 4 * STUD DF -L " W 5 - -319 - Uniform Loads.PLF Load Case 1 Top Chd Bottom Chd Webs Initial -Final Start End Dir. T 1- 0.298 B 1- 0.085 W 1 - 0.011 W 2 - 0.142 TCLL 32.0 0.0 -5.92 0.00 V BEARING REQUIREMENTS T 2= 0.446 B 2- 0.160 W 3 - 0.023 W 4 - 0.220 TCDL 48.0 0.0 -5.92 0.00 V BEARING ACT. SIZE REO. SIZE LBS W 5 = 0.091 TCLL 0.0 48.0 0.00 8.09 V T1 7.25 In. 1.50 In. 930 TCDL 0.0 72.0 0.00 8.09 V BL 1.50 In. 1.50 In. 637 Concentrated Loads TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD Live Dead Located LIVE LOAD ACTING NONCONCURRENTLY WITH USE 2X4 #2 or BTR FOR OPTIONAL SUPER- TC 320.0 480.0 -5.92 V TOP CHS LIVE LOAD. STRUCTURE B.C.. W/VERTICALS @ EACH Increase - 1.250 THIS TRUSS IS DESIGNED USING THE ASCE PANEL POINT. USE (5)-16 GA STAPLES ON LIVE LOAD DEFLECTION BASED ON L/600 7-88 CODE. BASIC WIND SPEED -75 MPH. THE VERTICALS AND A.2445 @ THE HEEL. PLATING BASED ON GREEN LUMBER AT TIME SCISSOR B.C. MUST BE BRACED @ 10' O.C. OF MANUFACTURE. EXP. "B" --iffoA, GIRDER LOADS MUST BE VERIFIED T 3-9-7 1-9-8 1 1 I 4-7-12 3-8-B 1 R1630- 2. 82 0 2430 647 1 R1630 3260 A + 4-0-0 2445 5-7-6I 5-7-5 3-8-8 1-8 ~ 1 8-4-4 OVERALL SPAN OVERHANGS MUST BE SUPPORTED. T 3-9-1 CIVIi- OF CALI /94 PLATE CODE SPACING DATE R5000 NCC -LOG 24.00 O.C. 1/7/94 ' ` ' ` T A Y -•W a jS TRUSWAL SYSTEMS CORPORATION It IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACIUAL DEAD LOADS IMPOSED BY 111E SIRUCTURI: AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR H15T OR ICnt. CLIMAf IC RECORDS. NO RESPONSIBILITY IS ASSUMED FON DIMENSIONAL ACCURACY. VERIFY ALL OIMF.n, I ONS PRIOR IO FABRICATION. CONNECTON PLATES SHOWN ANE TRUSWAL 16. 18. OR 20 GAGE AS SPECIFIED TAOR[CATION HALL COMPLY WITH THE. 'DUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPII AND THE 1nHSWA1 TnUSCOM MANUAL. ALL PANELS NOT SPECIFICALLY DESIGNATED ARE TO BI FOUAII.Y DIVIDED. � DENOTES $PFCIAL CUTTING ONLY LATERAL BRACING REOUIREO OF INDIVIDUAL ]PUSS MEMBFns IS NOTED ON THIS DRAWING .THIS THIS U -SIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHEATHING UNLESS OTHEPWISF SIATEU WHERE CEILING 15 APPLIED DIRECTLY TO THE BOTTOM CHORD. 11 SHALL BE BRACED AT INTERVALS AUT ExCEFOING 10' 0' PF HSONS ERECTING TRUSSES ARE CAU71ONED 10 SEEM PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION D+1 A1; 1++5 WHICH IS ALWAYS REQUIRED 10 PREVENT TOPPLING AND DOMINOING' AFTER 10 'BRACING MOOD TRUSSES' CUMMFNIARY AND RECOMMENDATIONS' ITPII WHERE CONTUSION MAY EXIST CONCFHNING PROPER FU LO FRECIION, CII ARI ', MAHK INTERIOR BEARING LOCATIONS, CANTILEVERS. AND THE CHORDS OF 111E TRUSS 10 PREVENT IMPROPER INSTALLAIION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE MUOU /0 LYCEEO 19i eN0/OR CAUSE CONNECTOR PLATE COPRDSION, CAMBER. WHEN NECESSARY. IS BEST OF 1f RMINEO BY JUDICIOUS APPt. ICA T ION OF ExPER IENCE AN IHERTFORE IS OUT s i OF THE SCOPE OF RESPONSIBILITY OF TRUSWAL A rusPl us Design /� O*G� 1 A VI1 O O7 `/ O -3 MO -32 HR2 MASONIC CHICO / HOMEWOOD / Version 3.80 Oty - 1Truss nam -T- - All DIA1ENSIONS- ARE TO BE VERIFIED Bi TH[ 2- :0IMPONENT MANUFACTURER, ARCHITECT, AND/OF ' )UknING CONTRACTOR PRIOR TO FABRICATION' LUMBER SPECIFICATIONS Top Chd. Bottnm Cho Webs SPECIAL PLATE.POSITIONING CHART Top 'CCDrd'2x 4 W.12 DF=E vi :T !-. 0 B 1- 0 W::1: -.' , 12 W 2 - 0 -Standard:Uniform Loading (PSP) ' ' :..JOINTP. ?::'.:(:n?;. . 'Y:. (In) - ANGLE Bot Chord 2x 4 r -i2 DF -L W.•.3 = -46 TCLL = 16.0; TCDL.= 14.0: BCOL = 10.0: ------'°- ------ ------ ------ Wet Piece 2x 4 IF STUD DF -L Increase - 1.250 1 53.99 14.31 18.4 Top Chd Bottom Chd Webs LIVE LOAD DEFLECTION BASED ON L/600. FALSE FRAMING PLATE IS STPL T 1- 0.005 B 1- 0.007 W 1 - 0.003 W 2 - 0.000 M 3 - 0.009 BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 71 7.25 In. 1.50 In. 368 BL 1.50 In. 1.50 In. 58 Uplift Reactions BL -8 PROVIDE ANCHORAGE FOR MEG REACTION (UPLIFT) AS REQUIRED BY OTHERS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. IIBII USE 20 #2 or BTR FOR OPTIONAL SUPER- STRUCTURE B.C.. N/VERTICALS @ EACH PANEL POINT. USE (5)-16 GA STAPLES ON THE VERTICALS AND A 2445 @ THE HEEL. SCISSOR B.C. MUST BE BRACED @ 10' o.c. 4-0-0� 1-3-12H -1-8 1111-0 OVERALL SP 3-11-15 PLATE CODE SPACING DATE A50DO NCC-LDG 24.00' O.C. 1/7/94 A TrusPlus Design DWG. CA 007 M032 05 I6 MASONIC CHICO / HOMEWOOD / Version 3.80 L. OVERHANGS MUST BE SUPPORTED I 2-5-3 -vmuSWAL ►�A�s�i SYSTEMS TRUSWAL SYSTEMS CORPORATION "IS TIE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILI ACTUAL OF AD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMP HIST0 161. CL IMAIIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR UIMENGIONS PRIOR 10 FABRICATION. CONNECIOR PLATES SHOWN ARE TRUSM FAnAte.11011 SMALL COMPLY WITH THE 'DUAL CONTROL MANUAL' OF TH IRUSMAI TPUSCOM MANUAL ALL PANELS NOT SP EC IFICALtY DESIGNATFn A SPEI'I AL CUMIN, ONLY LA IEPAL BRACING RE OU [RED OF INDIVIDUAL TRUSS THIS DESIGN ASSUMES IHE TOP CHORD 10 BE CONTINUOUSLY BRACED BY S1/FA NO RIGID CEILING IS APPLIED DIRECTLY 10 THE BOTTOM CHORD. 11 SHALL To' .0' PEnSONS ERECTING TRUSSES ARF. CAUTIONED 10 SEEK PROFESSIONAL BTIACING -MICH IS ALWAYS REOUIREO 70 PREVENT TOPPI.ING AND 'DOMIN01 COMME:NIAN'Y AND RECOMMENDATIONS* 11P11 WHERE CONFUSION MAY EXIST CITANI 'Y MANK INTERIOR BEARING LOCATIONS. CANTI1 F.VFRS. AND THE CHOR 1115'ALLATIOH. TRUSSES SMALL NOT BE. PLACED IN ANY ENVIRONMENI THAT M WUOU TO IYCLFD 191, ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. JUDICIOUS APPI IC'I TOM OF EXPE RIENCF. AND THEREFORE IS OUTSIDE THE ALL Vlmtr6lUrls ARE TO, RF vFR(FIED 81 THl :OMPONENT NIANUFACTUR[R. APCHITECT, AND/11F 0110ING CONTRACTOR PRIOR TO FABRICATION ` Oty - 1 / Truss name - ON THIS DESIGN MEET on EXCEED THE BY THE LOCAL BUILDING CODE OR MF NS IONAL ACCURACY VERIFY ALL 6. 18. OR 20 GAGE. AS SPECIFIED. USS PLATE 1145TITUTE (TPI) AND THE 0 BE FOUAU.Y OIVIOFO. Ak6 DENOTES MBEPS IS NOTED ON THIS DRAWING G UNLESS OTHERWISE. STATEU WHERE BRACED Al INTERVALS NUT EHCEFOIIG ICE REGARDING TEMPORARY F.RECTIO'1 PFFIR 70 'BRACING -000 TRUSSES' CFMNING PROPER FII:U FRECTION. F THE TRUSS 10 PREVENT IMPROPER CAUSE THE MOISTURE CONTENT OF THE NECESSARY. 15 BEST DETERMINED BY PE OF RESPONSIBILITY OF TRUSWAL LUMBER SPECIFICATIONS Top Cho Bottom Cho Webs SPECIAL F'LATE POSITIONING CHART 1:!USWAI 1RUSCOM MANUAL ALL PANELS NOT SPECIFICALLY OESIGHAIEO ARE TO BI fOUAILY UIVIDEO. ,OhlOENOTES Top Cnacd 2x 4 W i2 DF -L .:..: ;.. "' T:y-. 0.'.B: 1- ..0 W 7.•- 32 W 2 - . 0 Standard lJniform Laading (PSF) UOINT r Y:.;!±rI . Y: 11 n1 ANGLE :.. Bot Chord 2x 4'x..12 DF -L -:' - - BOTTOM CHORD. 11 SHALL BE BRACED AT INTERVALS NOT EXCEEDING 10'.0 ' PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE. REGARDING TEMPORARY FRFCTIOtI W 3 = -106 ;; TCLL.=`16:0: TCOL ='fa:0:-SCOL = 10.0; . ------------.: ------ �7� i� Web Piece 2x 4 W STUD DF -L Q DWG► CQ 1RUSWAL SYSTEMS CORPORATION CIIAHII MARK INTERIOR BEARING LOCATIONS. CANIILEVFRS• AND THE CHORDS OF THE. TRUSS TO PRE'+L1'IT IMPROPER INSI ALLAIION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSC THE MOISTURE CONTENT OF THE Increase - 1.250 1 5,1.70 14.55 18.4 WOOL, 10 tVCEFO 19% AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED BY Top Chd Bottom Chd Webs LIVE LOAD DEFLECTION BASED ON L/600 FALSE FRAMING PLATE IS STPL T 1- 0.095 B 1. 0.052 W 1 - 0.009 W 2 - 0.000 W 3 - 0.024 BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 71 7.25 In. 1.50 In. 446 BL 1.50 In. 1.50 In. 138 PROVIDE ANCHORAGE FOR NEG REACTION (UPLIFT) AS REQUIRED BY OTHERS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. "B" USE 2x4 #2 or BTR FOR OPTIONAL SUPER- STRUCTURE B.C., W/VERTICALS @ EACH PANEL POINT. USE (5)-16 GA STAPLES ON THE VERTICALS AND A 2445 @ THE HEEL. SCISSOR B.C. MUST BE BRACED @ 10' D.C. 3-11-0 C-11-10 1—B OVERHANGS MUST BE SUPPORTED 3-1-3 r ALL DIMENSIONS ARE TO BF VFRIFI P ne C� � :OMPONENT MANUFACTURER, ARCHITECT, AND/01 T!1flnING CONTRACTOR PRIOR TO FABRICATION PLATE CODE SPACING DATE 85000 NCC -LOG 24.00' O.C. 1/7/94 ' ` ' ` Ii IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON TNIS DESIGN MEET OR 110EE0 THE ACTUAL 0110 LOADS IMPOSED BY THE STRUCTURE AND THE IEVE. LOADS IMPOSED BY Hff LOCAL BUIl.01NG COOF OR OISTDRIGFL CLIMAI IC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR OIMFNSIUNAL ACCURACY VERIFY AIL UI MINIONS PRIOR IO FABRICATION CONNECIOR PLAIItS SHOWN ARE TRUSWAL 16. IB. OH '0 GAG[ A; T'F.CIFIED IARNIL'A110N HAIL COMPLY WITH THF. 'OUAI.IIY CONTROL MANUAL' Of 1111 TRUSS PLAlf. IHSTIIUTE IH'll AND THE 1:!USWAI 1RUSCOM MANUAL ALL PANELS NOT SPECIFICALLY OESIGHAIEO ARE TO BI fOUAILY UIVIDEO. ,OhlOENOTES SP[CI AL CUTTING ONLY LIFERAL BRACING REOUIREO OF INDIVIDUAL TRUSS MEMBFPS IS NOTED ON THIS OPAWIHG A T r u s P 1 u s Design T SWAL THIS DESIGN ASSUMES THE IFCHORD TO BE CONTINUOUSLY BRACFO BY SHFAIHING UNLESS OTHERWISE. STATEU WHERE np nIGID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. 11 SHALL BE BRACED AT INTERVALS NOT EXCEEDING 10'.0 ' PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE. REGARDING TEMPORARY FRFCTIOtI ,_____, �J��r"C MEM M BII Af. iNG MHIC11 IS ALWAYS REOUIRED 10 PREVENT TOPPLING AND DOMINDING' AFTER TO 'BRACING WOOD TRUSSES �7� i� CUMMI!NIAIIY ANO RECOMMENDATIONS' PP11 WHERE CONFUSION MAY F.AISI CONCFHNING PROPLR FIF:.0 IREC1ION. Q DWG► CQ 1RUSWAL SYSTEMS CORPORATION CIIAHII MARK INTERIOR BEARING LOCATIONS. CANIILEVFRS• AND THE CHORDS OF THE. TRUSS TO PRE'+L1'IT IMPROPER INSI ALLAIION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSC THE MOISTURE CONTENT OF THE oO/ M O �� V WOOL, 10 tVCEFO 19% AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED BY JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL I8 MASONIC CHICO / HOMEWOOD / Version 3.80 Ot.. , I -..M Nam. - - r ALL DIMENSIONS ARE TO BF VFRIFI P ne C� � :OMPONENT MANUFACTURER, ARCHITECT, AND/01 T!1flnING CONTRACTOR PRIOR TO FABRICATION LUMBER SPECIFICATIONS ... Top Cho Bottom Cho Wens SPECIAL PLI-TE POSITIONING CHART Tap Chard- 2x'.4:W.#2-DF-L. "°.°:-; '. -' T f=. .. 0 B° != 0 W ! _ 53 W 2 = •.'.`0 , Standard Uniform Loading (PSF) JOINT#.,.:-,X:.(:r - Y:. 12 IF). ANGLE :. Bot Chord 2x d _W= i2 flF-L M 3 /58'_ TCLL° _� 16.0; TCDL = 14.0; BCDL = 10-0;. - --- . ------ - -- - Web Pieta 2x 4 W STUD DF -L _.. Increase = 1.250 1 54..•7C• 14.55 16.4 Top Cho Bottom Chd Webs LIVE LOAD DEFLECTION BASED ON L/600 FALSE FRAMING..PLATE IS STPL T 1. 0.308 B 1- 0.144 14 1- 0.016 M 2 0.000 N 3 - 0.045 BEARING REOUTREMENTS BEARING ACT. SIZE REO. SIZE LBS T1 7.25 In. 1.50 In. 531 BL 1.50 In. 1.50 In. 211 PROVIDE ANCHORAGE FOR NEG REACTION IUPLIFT) AS REQUIRED BY OTHERS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS OESIGNED USING THE ASCE 7-60 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. "BFI USE 20 i2 or BTR FOR OPTIONAL SUPER- STRUCTURE B.C., M/VERTICALS @ EACH PANEL POINT. USE (5)-16 GA STAPLES ON THE VERTICALS AND A 2445 @ THE HEEL. SCISSOR B.C. MUST BE BRACED @ 10' D.C. 6-0-0 4-0-01 3-11-15 OVERHANGS MUST BE SUPPORTED. PLATE CODE SPACING R5000 NCC-LDG 24.00' O.0 5-4-12 6-0-0 OVERALL SPAN DATE 1/7/94 A TrusPlus Design T ►���%VI SYSTEMS DWG# CA 007 M0_32 O Z )RUSVVAL SYSTEMS CORPORATION Ifo MASONIC CHICO / HOMEWOOD / Version 3.60 V. ME'ssq Fy�� 1 1/94 3-9-8 CIVI1. �Q TF OF CAUE��� ACTUAL of. UF. ADE LOA DSI IMPOSED BYILITY OF OTHERS STRUCTUREASCERTAIN AND THATTHE T LIVE LOADS IMPOSED NBYTHIS HDESIGN OCAL FET OR BUILDINGCEEO CODE THE OR HISIURI[AL CLIMATIC RECORDS. 140 RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL D I MT. J�, I, HS PRIOR IO FAB ICA 110 N. CONNECIOR PLATES SHOWN ARE TNUSWAL IG. )B, OR 20 GAGE. AS SPECIFIED I AORICeI ION SHALL COMPLY WITH THE *DUALITY CONTROL MANUAL OF THE TRUSS PLATE INSTITUTE IIIA AND THE iHUSWAI InUSCOM MANUAL. ALL PANELS NOT SPECIFICALLY DESIGNAIED ARE 10 BF FOUAL0 DIVIDED. jll� DENOTES SPFCIAI. CUT I.NG. ONLY LATERAL BRACING REQUIRED Of INDIVIDUAL TRUSS MEMBFRS IS NOTED ON THIS DRAWING THIS OESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHFATHING UNLESS OTHEPWISF STATED WHERE 'JO"1910 CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. IT SHALL BE BRACED Al INTERVALS NUT ETCEFOING 10'.0' PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY F.RF.CIION BUAC T NG WHICH IS ALWAYS REOUIREO TO PREVENT TOPPLING AND -OOMINDING• RFffR TO 'BRACING MOOD IRUSSFS' CVM MI.N IAllY AND RECOMMENOAT IONS' (TPI) WHERE CONFUSION MAY EXIST CONCERNING PROPLR FII:() FREC110N. CIIAIW v MARK INTERIOR BEARING LOCATIONS, CANIILFVFRS. AND THE CHORDS OF 1111 TRUSS 10 PRE':LN1 IMPROPER INSI ALLAII0". I"US SFS SIIALL Not BF. PLACED IN ANY ENVIRONMENT THAT WILL CAUSI: 114E MOISTURE CONTENT OF THE WUOU tU tYCLE.O 19% AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER, WHEN NECESSARY. IS BEST OEIERMINEO BY JUDICIOUS APPI ICACION OF EXPERIENCE AND THEREFORE IS OUTSIDE TINE SCOPE OF RESPONSIBILITY OF IRUSWAL vnn[nJFUfIJ ARt rp BF YFRI IED IV K J :UMNONENT MANUFACTURER, ARCHITECT, AND/1)F. WILDING CONTRACTOR PRIOR TO FABRICAT1010 ' Oty - 1 / Truss nellte - E14 LUMBER SPECIFICATIONS Top Chord 2x 4 W #2. DF -L Bot•Chord 2x 4 W /2 DF -L Web Piece 2x 4 W STUD DF -L BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 71 7.25 In. 1.50 In. 531 BL 1.50 In. 1.50 In. 374 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. "B" Top Chn Bottom Cho Web`; T '1_- 0 e. 1 �' . 0 K J... 53 W 2- 0 W•.. Top Chd Bottom Chd Webs T 1- 0.308 B 1- 0.144 W 1 - 0.016 W 2 - 0.000 W 3 - 0.092 USE 2x4 /2 or BTR FOR OPTIONAL SUPER- STRUCTURE B.C.. M/VERTICALS @ EACH PANEL POINT. USE (5)-16 GA STAPLES ON THE VERTICALS AND A. 2445 @ THE HEEL. SCISSOR B.C. MUST BE BRACED @ 10' D.C. 6-0-0 SPECIAL PLATE POSITIONING CHART Stantlard unlform'Loading. (PSF)' '.:JOINT#::•.: :I:: tir-? V: (L n) ANGLE - TCLL = 16.0; TCDL - 14.0; SCOL = 10.0; -=_—- ------ ------------' Increase - 1.250 1 54.70 14.55 18.4 LIVE LOAD DEFLECTION BASED -:ON L/600 FALSE FRAMING PLATE IS STPL ME c�,yGl 2 /sa 3-9-8 IVIL elf Uf CALIF qLL uWNWIN5 ARE TO DE VERIFIED By Tw :OMPONENT MANUFACTURER, ARCwIIECT, AND/014 WILDING CONTRACTOR PRIOR TO FABRICATIOto 4-0-0 3-11-15 5-4-12 0-8 6-0-0 OVERALL SPAN OVERHANGS MUST BE SUPPORTED. PLATE CODE SPACING DATE R5000 NCC-LDG 24.00 O.C. 1/7/94 T c SMEM rj(•�7 1RUSWAL SYSTEMS CORPORATION It IS hq. IIESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EACEEO THE ACTUAL OEAU LOA05 IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED B1 THE LOCAL BUILDING CODE OR HISTOnICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL U MJJ-iIDNS PRIOR TO FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSWAL 16. 18. OR 20 GAGF. AS SPEEIFIEO T AnRI[A T Ofi HALL COMPLY WITH 111F 'DUAI.III CONTROL MANUAL Of TIRE TRUSS PLA11, INSTITUTE ITP11 ANO fHE TIIII�iMAI "IUSCOM MANUAL ALL PANT 1.$ NOT SPCC If IPALIY I)E$IG/IA IED ARF IO OI fOUAl11 DI vl OF 11. DENOTES ISG ONLY LTOENAL BRACING REQUIRED OT INDIVIDUAL B TRUSS MNGUUS IS NOTED ON THIS GRIMING IHISIAI. DESIGN TMT$ OESI GNCU I LASSING IS THE TOP CHORD I0 BE CONTINUOUSLY BRACPD BY SHEATHING UNLESS OTHERWISE S'ATEU WHERE NO RIG -0' PERSONS IS APPLIED TRUSSES DIRECTLY R TO THE BOTTOM CHORD. IT SMALL BE BRACED AT INTERVALS NUT E nECIJON 10'-0 PI RSON$ ERECTING OUTAEOS ARF. CAUTIONED 10 SEEK PROF ESSIONIL ADVICE REGARDING TEMPORARY 0Y F.n ES ION BNACIN'AW MIH CH 15 AL IS REOUIREO 10 PREVENT TOPPLING AND _OOMINOING' AFTfA TO 'BRACING W000 IRU SSE S' COMMF.Ni eIn AND RECOMMENDATIONS' (IPI) WHERE CONFUSION MAY EXIST CONCERNING PROPER FU LO FRECTION• CIF AIW 'r MA OK INIF.RIOR BEARING LOCATIONS. CANTILEVFRS. AND THE CHORDS Of IHF. TRUSS 10 PREVENI IMPROPER INSIALLAIION, TRUSSES SHALL NOT SE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENI OF THE MOOU 10 TICEEO 19t AN ORCAUSE CONNECIOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST OEIERMINEO BY JUDICIOUS APPLICATION OF �EKPER IE NCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL A T r u s P 1 u s Design ^ A DWG# 1 .H VV O 07 O I12 MASONIC CHICO / HOMEWOOD / Version 3.80 y - russ n qLL uWNWIN5 ARE TO DE VERIFIED By Tw :OMPONENT MANUFACTURER, ARCwIIECT, AND/014 WILDING CONTRACTOR PRIOR TO FABRICATIOto LUMBER SPECIFICATIONS Top Cho Bottom Cho Webs SPECIAL PLATE POSITIONING CHART Tell "Chord �� '��� �� '�_..c71s' .. 0 B 1- 0, W.1`=.:_ 53 W 2 - 0 _ 'Standard Uniform.Loadl09 (PSFY JOINTI :. Y.:.(lr.):,. �•.".Y: (in) ANGLE: Bot Chord 2r. 4 M 62 DF -L r t — - ' W 3 = " raB3' .'__.--TCL_ = 16:0: -TCDL = 14.0; BCDL = 10.0; ---- ------ - • ------ ------ Web Piece 2x 4 IF STUD OF -L Increase - 1.250 _- 1-s 54.70 14.55 ' 18.4 Top Chd Bottom Chd Webs LIVE LOAD DEFLECTION BASED ON L/600 FALSE FRAMING PLATE IS STPL T 1- 0.308 8 1- 0.144 W 1 - 0.016 W 2 - 0.000 W 3 - 0.139 BEARING REQUIREMENTS BEARING ACT. SIZE REG. SIZE LBS TS 7.25 In. 1.50 In. 531 BL 1.50 In. 1.50 In. 534 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-68 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. "B" USE 2x4 #2 or BTR FOR OPTIONAL SUPER- STRUCTURE B.C.. N/VERTICALS @ EACH PANEL POINT. USE (5)-16 GA STAPLES ON THE VERTICALS AND A 2445 @ THE HEEL. SCISSOR B.C. MUST BE BRACED @ 10' o.c. 6-0-0 I i 4-0-0, I 3-11-15 5-4-12 L-{ 6-0-0 OVERALL SPAN PLATE CODE SPACING DATE R5000 NCC -LOG 24.00. O.C. 1/7/94 A TrusPlus Design DWG# CA 007 M0j2 04 I14 MASONIC CHICO / HOMEWOOD / Version 3.80 144 T MAMAM,d SYSTEMS IRUSWAL SYSTEMS CORPORATION OVERHANGS OVER 31" MUST BE SUPPORTED. If IS THE RESPONSIBILITY OF OT ACTUAL UE AO LOADS IMPOSED BY T MISIORKit- CLIMATIC RECORDS. UIMFNSIONS PRIOR TO FABRICAT T ABP ICArION+ SHALL COMPLY MIT IRUSWAI. TRUSCOM MANUAL. ALL SI'ECIA1. CUII'.NG ONLY LATERAL N+ISDESIGN ASSUMT.S THE TOP CT, NO PIGlu CELL ING 15 APDL IED 01 10'.0' PFRSONS ERECTING TRUS OIIACII+G 111IIC1I IS ALMAYS REOUIR CUM MI.n I e F1Y AND RE COMMENDATIONS CIEAPI 'Y MARK INIF.RIOR BEARING INSI ALLAIION. TRUSSES SHALL N MUOU 10 fYCEFO 19t AND/OR CRUS JUDICIOUS APPI ICAIION OF EXP t Ail DIMFNSIONS APE TO OF VERIFIED Ot Ri! :OMPONENT MANUFACTURER. ARCHITECT, AND/OF 11110ING CONTRACTOR PRIOR TO FABRICATIQh ` Oty - 1 / Tr �c. QROFESS/o/v ME °C 982 �/9$ CHI = m� 15 TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE STRUCTURE AND n1E LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR v0 RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL V. CONNECTOR PLATES SHOWN AFIE TRUSMAL 16. 18. OR 20 GAGE AS SPECIFIED. THE 'nUALt1Y CONIROL MANUAL' OF THE TRUSS PLATE IIJS71TUTE ITPII AND THE 4ELS NOT SPECIFICALLY DESIGNATED ARE TO Bf FOUA(LI OIVIUEn. Alk, DENOTES aACING REQUIRED OF' INDIVIDUAL TRUSS MEMBFn; IS NOTED ON THIS DRAWING ) 70 BE CONTINUOUSLY BRACFO BY SHFATHING UNLESS OTHERWISE SIATEU MMERF TLY TO THE 80170M CHORD. 11 SHALL BE BRACED AT INTERVALS •+UT EXCEF01'+G 5 ARE CAUTIONED 70 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY F.RFC 110'+ 70 PREVENT TOPPLING AND-DOMINOING' PF1FR TO BRACING MOOn TRUSSES. (TPI) WHERE CONFUSION MAY EXIST CONCERNING PROPER f111U FRECIION, _OCATIONS, CANTIIEVFRS, AND THE CHORDS OF THF. TRUSS 10 PREVENT IMPROPER BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE 111E MOISTURE CON7ENY OF THE 'ONNF CIOR PLATE CORROSION, CAMBER, WHEN NECESSARY, IS GEST DF.iERMINEO BY IENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSMAL Is name - LUMBER .SPECIFICATIONS 'lop Chord 2x-4-* f2 OF -L Bot Chord 2x 4"14 02 DF -L BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS BI 1.50 In. 1.50 In. 75 TL 1.50 In. 1.50 In. 56 BL 1.50 In. 1.50 In. 18 Uplift Reactions TL -f0 PROVIDE ANCHORAGE FOR NEG REACTION (UPLIFT) AS REGUIRED BY OTHERS. ALL BEARINGS SHOWN ON THIS DRAWING ARE LOAD BEARING. SHIM OR WEDGE IF NECESSARY TO ACHIEVE FULL BEARING. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS, AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC MIND SPEED X75 MPH. PLATING BASED ON GREEN LUMBER AT OF MANUFACTURE. ... - EXP. "B" ' D I -1-I1 0-5-8 ___.TOp._COd;...BOttrom..Cnd. __ .NebS ....: �• - �-- �"'_ SPECl.kl. =_�_E .= �•=ITIONING CHART .........,..�.....>:............,.._ .... Y Standard Uniform Loading (PSE);' JOINT '--•.:e.,r; Ii nl ANGLE_ T f� 18 B 1- 0 TCLL - 16.0: TCDL - 14.0: SCOL - 10.0: Top Chd Bottom Chd WebS Increase = 1.250 i 2'62 9.2 LOAD DEFLECTION BASED ON L/600 T 1- 0.029 8 1- 0.016 LIVE 2445 2-0-8 EXTENDED TOP CHORD REQUIRES SUPPORT @ 4811 o.c. MAXIMUM. PLATE CODE SPACING DATE NCC-LDG 24.00 O.C. 12/17/93 T ,_____, TRUSWALSYSTEMSCORPORATION ITIS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACTUAL OE AO LOADS MPOSEO BY 11¢. STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISTOn11AL CLIMATIC RECORDS. NO RESPONSIBILITY 1S ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSMAL 16. 18, OR 20 GAGE AS SPECIFIED FABRICATION SHALL COMPLY WITH THE 'OUALIIY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPII AND THE IAUSWAt iRUSCOM MANUAL. ALL PANELS NOT SPECIFICALLY DESIGNATED ARE TO BE EOUA(EY DIVIDED. Ak� DENOTES SPECIAL CUTTING, ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING nr1S DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHFATHING UNLESS OTHEPWISE SIATEU WHERE N0 RIGID COIL RTG IS APPLIED DIRECTLY TO THE BOTTOM CHORD. IT SHALL BE BRACED AT INTERVALS NOT EXCEFOING TO' -0' PF RSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION BNACING WHICH 1S AL MAYS REOUIRED 10 PREVENT TOPPLING AND 'DOMINOING' PFFFP TO 'BRACING MOOD TRUSSES' COMMF.NIAnY AND RECOMMENDATIONS' ITPI) WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD FRECTION. CIEAnIY MAnK INTERIOR BEARING LOCATIONS. CANTILEVERS, AND THE CHORUS OF THE TRUSS TO PREVENT IMPROPER INS IALLAIION, TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE MOOD TO EXCEED 19% ANO/OR CAUSE CONNECTOR PLATE CORROSION, CAMBER, WHEN NECESSARY, IS BEST DETERMINED BY JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSMAL Design OWG� CQ '0 O J2 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 4. y - 1 / Truss name - E144 = _ 0 ALL DIMENSIONS ARE T BE VENIf•iE0 Bt Its :OMPONENT MANUFACTURER, ARt MECT, AND%Ok 31110ING CONTRACTOR PRIOR TO FABRICATION" LUMBER SPECIFICATIONS Top Cho Bottom Cho Webs ` Top Chord 2X' �4' *, i2. OF -U--: T 1- . 0 B 1- 0 N •1' _ -120: ' Bot Chord 2x 4 * /2 DF. -L' ':::_• : " BE VEkIhIEQ 81Oty 1 / Truss name - E144 / 3/4' - 1' Web Piece 2x 4 IT STUD OF -L Top Cho Bottom Cho Webs T 1- 0.143 B 1- 0.069 W 1 - 0.022 BEARING REGUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 81 1.50 In. 1.50 In. 147 SL 1.50 In. 1.50 In. 157 PROVIDE ANCHORAGE FOR NEG REACTION (UPLIFT) AS REQUIRED BY OTHERS. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. - EXP. IT" 2445 SPECPAL = -E POSITIONING CHART - "Standard'Uniform Loading (PSF) JOINTAy. ,. �• .±::'�r' ..: Y: Ilnl 'ANGLE --O • - "" 16.0; TCDL 14.0; BCDL = 10.0; ------ ------ -- - -== —.1 ---- Increase - 1.250 1 4 2.62 9.2 LIVE LOAD DEFLECTION BASED ON L/600 J -11-V UVCHALL JYAW PLATE CODE SPACING DATE ]-8 1-9-3 �o,OOP- 9RqFESSION� ME;SS� F,A c; civil \Of CAL( 85000 NCC -LOG 24.00' O.C. 12/17/93 , ` Tt�!'tJ iNAL ,_-___, TRUSVVAL SYSTEMS CORPORATION 11 IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS OF ACTUAL DEAD LOADS IMPOSED BY THE SIRUCTURE AND THE LIVE LOADS IMPOSED BY THE HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL UIMF.NSIDNS PRIOR TO FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSWAL 16. IB, OR FABRICATION SMALL COMPLY WITH THE 'DUALITY CONTROL MANUAL' OF THE TRUSS PLATE ARE 10 BE EQUAL TRUSMAL TRUDESIGN SPECIAL CUTTING ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS NEMBFPS IS N01 SPECIFICALLY DESIGNBRACED ASM MANUAL ALL CHORD THIS DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHEATHING ACE SS C SSC NO RIGID CEILING 15 APPLIED DIRECTLY TO THE BOTTOM CHORD. IT SHALL BE BRACED At 10'•0' PFRSONS ERECTING TRUSSES ARF. CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARC BIIAC ITIG M111 CN IS ALWAYS AE OUIRED TO PREVENT TOPPLING AND 'OOMINOING' RFfFP TC COMMF.N T AnY AND AECOMMENDAI(ONS' IT PI WHERE CONFUSION MAY EXIST CONCERNING F Cl EAn1V NARK IN IF.P TOR BEARING LOCATIONS, CANTILEVERS, AND THE CHORDS Of THE TAUS INSTALLATION, TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE WOOL] TO IXCEEO 19% ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY JUn ICIOUS APPLICATION OF 'EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESP Design DWG# A 5 L 4 0 J4 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80ALI OIMf.NSIONS ARE TO BE VEkIhIEQ 81Oty 1 / Truss name - E144 / 3/4' - 1' :OMPONENT MANUFACTURER, ARCHITECT, AND/Ok �l immING CONTRACTOR PRIOR TO FABRICATIQIr E1 OR E BUILDIN Cr. VE A ITPI TE DEO. ON THIS F. SPATE LS NUT PORARY NG MOOD FIELD PREVENT THE OR LUMBER SPECIFICATIONS Top Chd. Bottom Chd Webs W-2 -33 - SPECIt,L CHART - "' Standard.Uniform Loading (PSF) JO]HTn .:r:+ ..r+:;: "": ITn) ANGLE '709)' Chord sk"4 W p2 OF -L "' "" 'W 62 "" '" 'T:1�� -24 '2= 8 1- 23 23: W.1--"'-138 M:9 = -53 TCLL = 16.0: TCDL.�• 14.0: SCOL'-= SOsO::'+.'°' ----- --=__=' ------ .got Chord 2x 4 DF -L T----- 0 B 2= Increase - 1.250 1 °- •1: 2.62 8.2 Web Piece 2x 4 W STUD DF -L Top Chd Bottom Chd Webs LIVE LOAD DEFLECTION BASED ON L/600 T 1- 0.168 B 1- 0.079 W 1- 0.025 M 2 0.006 T 2- 0.168 B 2- 0.079 W 3 - 0.010 BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS B1 1.50 In. 1.50 In. 178 B2 5.50 In. 1.50 In. 195 BE. 1.50 In. 1.50 In. 90 Uplift Reactions BL -23 PROVIDE ANCHORAGE FOR NEG REACTION (UPLIFT) AS REQUIRED BY OTHERS. ALL BEARINGS SHOWN ON THIS DRAWING ARE LOAD BEARING. SHIM OR WEDGE IF NECESSARY TO ACHIEVE FULL BEARING. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION• CLEARLY MARK INTERIOR BEARING LOCATIONS• CANTI- LEVERS, AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. TRUSS DESIGNED FOR f0 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC MIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP: NBN 2-5-11 D -S -BI 4-4-8 1-6-8 2445 T 1 1 1 ,-o-~ 11 1—B 4-2-12 1 5-11-0 OVERALL SPAN 2-5-3 PLATE CODE SPACING DATE 11 IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACTUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR NCC -LOG 24.00' D.C. 12/17/93 HIST On IC AL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL FABRICATIONNS PRIOR SHALLT COMPLYRI WITH THE C'DUALITY CONTROLNECIOR PLATES SHOWN MANUAL' TOFU THE 16. TRUSS8. PLATE INSTITUTER 20 GAGE R ITPIII ANDTHE SPECIFIED. T TRUSWAL TRUSCOMCUTTING MANUAL ALL PANELS ACI NOT SPECIFICALLYFIND DESIGNATED ARE TO BE EQUALLY TED DED. DENOTES SPECIAL CUTTING. ONLY LATERAL BRACING REOUIRF.D OF INDIVIDUAL TRUSS MEMBERS 1$ NOTED ON THIS DRAWING THIS DESIGN ASSUMES THE TOP DIRECTLY TO BE CONTINUOUSLY BRACED BY SHEATHING UNLESS OINTERVAL. S'AIEU WHIRS rT0 RIGID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. IT SHALL BE BRACED Al INTERVALS vUt EXCEf DING 10'-O' PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION ,-_-__,p BRACING MH ICH 1S ALWAYS REQUIRED 10 PREVENT TOPPLING AND 'DOMINOING' RFFFR TO 'BRACING MOOD TRUSSES'. �S S j�jj COMMF.N1AnY AND RECOMMENDATIONS' I1P11 WHERE CONFUSION MAY EXIT CONCERNING PROPER FIELD ERECTION. /'� w Ct EAAIY MARK IN IEAIOR BEARING LOCA TIDNS. CAN TILEVEAS. AND THE CHORDS OF IHE IRUSS 10 PREVENI IMPROPER DWG# 1 _H �� t ^h1 TRUSWAL SYSTEMS CORPORATION INSIALLAIION. TRUSSES SHALL NOT 81. PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE V L (� ^1 � V WOOD TO EXCEED 191 AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED By JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE 15 OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRU WA ~ `11 unucunnn / vor=Enn 7 Rn Oty - i / Truss name E144 / 1/2* 1' OLL 0IME16,10PIS ARE TO BE VERIFIED B? Ili[ .CMPONENT MANUFACTURER, ARCHITECT, AND/Ok i 311!LT)ING CON ACTOR FRIOR 10 FABR!CATIpM #- LUMBER SPECIFICATIONS Top Chd Bottom Chd T""I­-" -19 B 1- 18 Webs W 1 - -215 W 2 - Standard Uniform Loading (PSF) SPECIL.: �_:__ �=ITi61diNG i 1! -' -- CHART _---- ..ANGLE Top Chard 2x'-4 W.t2"OF-L -'. Bot Chord 2x 4 W #2 DF -L "'_...". • ' T 2= 0 8 2= 18 .-20 W 3 = -113 TCLL ='• 16.0; TCOL = 14.0: BCDL = 10.0: ----JO ------ ---_ -^ ' ' f - 2.62 9':2 - Web Piece 2x 4 W STUD DF -L Top Chd Bottom Chd Webs Increase - 1.250 LIVE LOAD DEFLECTION BASED ON L/600 HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL T 1- 0.169 B 1- 0.079 W 1 - 0.040 W 2 - 0.005 UIMF.I'SI ONS PRIOR 10 FABRICATION, CONNECTOR PLATES SHOWN ARE TRUSMAL 16, 18, OR 20 GAGE AS SPECIFIED. T 2- 0.168 B 2- 0.079 W 3 - 0.025 InUSWAL TRUSCOM MANUAL. ALL PANELS NOT SPECIFICALLY DESIGNATED ARE TO BE EOUALLY OIvIOEn. &6 DENOTES BEARING REQUIREMENTS SPECIAL CUTTING. ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL /BUSS MEMBERS IS NOTED ON THIS DRAWING BEARING ACT. SIZE REO. SIZE LBS T nQ5 DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHFATHING UNLESS OTHERWISE STATED WHERE B1 1.50 In. 1.50 In. 177 A TPI 'SRI I IS DES J nn10'-0' �/���f� PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY FAF.CTION BHACING MATCH IS ALMAYS REQUIRED 10 PREVENT TOPPLING AND 'OOMINOING' RFFfR TO 'BRACING MOOD TRUSSES' 82 5.50 In. 1.50 In. 292 ,_____, SMIM COMMF,NIAnY AND RECOMMENDATIONS' (TPI) WHERE CONFUSION MAY EXIST CONCERNING PROPER F ULD FRICTION, 7O -G. 07 BL 1.50 In. 1.50 In. 155 Ct EAn1Y MARK INTERIOR BEARING LOCATIONS, CANTILEVERS, AND THE CHORDS OF THE TRUSS 10 PREVENT IMPROPER INSTALLATION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT THE �% OF MOOD TO EXCEED 191 ANO/OR CAUSE CONNECIOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED PROVIDE ANCHORAGE FOR NEG REACTION ■^■ V� ,� BY JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSMAL / (UPLIFT) AS REOUIRED BY OTHERS. VERIFIED M IRp - I / Truss name - E144 / 1/2' JB 0/0 MASONIC HALL - CHICO HOMEWOOD ALL BEARINGS SHOWN ON THIS DRAWING :ONPOiJW MANUFACTUREk ARCHITECT, AND/Ok �I Tllll!)ING WP41-RA,CTOR PRIOR TO FABRICATION' ARE LOAD BEARING. SHIM OR WEDGE IF NECESSARY TO ACHIEVE FULL BEARING. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS, AND THE CHORDS OF THE TRUSS TO PREVENT QROFESS/pN A `r 4-4-8 ��O �• ME q TRUSSDESIGNED FOR 10 PSF BOTTOM CHORD 3-6-8 S LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE R1630 cc 982 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME 12 - t/3 OF MANUFACTURE. 4 C7—, EXP. °B" EXP. 2445 JAT CIVIL 3-1-11 I3 -I-3 E OF ral % 0-5-8T 2445 4 -Z -1C 7-11-0 OVERALL SPAN PLATE CODE SPACING DATE 11 IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE AC1UAl OE AD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY IHE LOCAL BUILDING CODE OR NCC-LOGaRnAn 24.00. O.C. 12/17/93 HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL UIMF.I'SI ONS PRIOR 10 FABRICATION, CONNECTOR PLATES SHOWN ARE TRUSMAL 16, 18, OR 20 GAGE AS SPECIFIED. FABRICATION SHALL COMPLY WITH THF 'QUALITY CONTROL MANUAL* OF THE TRUSS PLATE INSTITUTE (1PII AND THE InUSWAL TRUSCOM MANUAL. ALL PANELS NOT SPECIFICALLY DESIGNATED ARE TO BE EOUALLY OIvIOEn. &6 DENOTES SPECIAL CUTTING. ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL /BUSS MEMBERS IS NOTED ON THIS DRAWING T nQ5 DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHFATHING UNLESS OTHERWISE STATED WHERE ND RIGID CEILING 15 APPLIED DIRECTLY TO THE BOT70H CHORD. IT SHALL BE BRACED AT INTERVALS NOT EXCEFOING A TPI 'SRI I IS DES J nn10'-0' �/���f� PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY FAF.CTION BHACING MATCH IS ALMAYS REQUIRED 10 PREVENT TOPPLING AND 'OOMINOING' RFFfR TO 'BRACING MOOD TRUSSES' ,_____, SMIM COMMF,NIAnY AND RECOMMENDATIONS' (TPI) WHERE CONFUSION MAY EXIST CONCERNING PROPER F ULD FRICTION, 7O -G. 07 iRUSWAI SYSTEMS CORPORATION Ct EAn1Y MARK INTERIOR BEARING LOCATIONS, CANTILEVERS, AND THE CHORDS OF THE TRUSS 10 PREVENT IMPROPER INSTALLATION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT THE �% OF MOOD TO EXCEED 191 ANO/OR CAUSE CONNECIOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED ■^■ V� ,� BY JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSMAL / / Version 3.80 ALI. 0:ML NISIO S ARE T BE VERIFIED M IRp - I / Truss name - E144 / 1/2' JB 0/0 MASONIC HALL - CHICO HOMEWOOD :ONPOiJW MANUFACTUREk ARCHITECT, AND/Ok �I Tllll!)ING WP41-RA,CTOR PRIOR TO FABRICATION' LUMBER SPECIFICATIONS Tap Chord 2x°'4'* 02'OF-L Bot Chord':2x 4 IF i2 DF -L' •' " -!-.-.- Web Piece 2x 4 W STUD DF -L - BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 82 5.50 In. 1.51 In. 1417 BL 1.50 In. 1.50 In. -227 Uplift Reactions BL -201 PROVIDE ANCHORAGE FOR MEG REACTION [UPLIFT) AS REQUIRED BY OTHERS. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-8B CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. Top Chd Bottom Cho Webs •T'1- .1665 B 1- -1563 W:1 - -1-318 W 2 - •1626'_ Standard Uniform -Loading {PSF) T 2= 0 B 2= -1563 W 3 = -165 .",:TCLL = 16.0: TCDL = 14.0: BCDL = 10.0; Top Chd Bottom Chd Webs Concentrated Loads T 1- 0.580 B 1- 0.204 W 1 - 0.247 W 2 - 0.500 Live Dead Located T 2- 0.277 8 2- 0.204 W 3 - 0.047 TC 160.0 240.0 JI V IT IS TITS PESPONSIBILIII OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MFET OR E}CEEO THE Increase a 1.250 HIS1.0 [CAL CLIMATIC RECORDS. NO RESPONSIBILITY IS .ASSUMED FOR OIMFNSIONAL ACCURACY, VERIFY ALL UIMFN:i ONS PRIOR TO FABRICATION. LIVE LOAD DEFLECTION BASED ON L/600 EXP. H B N 3-9-8 0 -5 -BI 4-4-8 5 - SPECIAL. G. :?= F071TTDNING CHART JOINI:f '.',:..t.:i . _r Y:.lin) ANGLE 1 2.62 9.2 cc vil- 3-9-8 Ye Ficau 5-9-4 4-2-12 TRUSS MUST BE ANCHORED 10-0-0 OVERALL SPAN TO RESIST 300# .UPL I FT REACTION. (CONRECTIONS BY OTHERS). PLATE CODE SPACING DATE R5000 NCC-LDG 24.00' O.C. 12/17/93 IT IS TITS PESPONSIBILIII OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MFET OR E}CEEO THE ACTUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HIS1.0 [CAL CLIMATIC RECORDS. NO RESPONSIBILITY IS .ASSUMED FOR OIMFNSIONAL ACCURACY, VERIFY ALL UIMFN:i ONS PRIOR TO FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSWAL 15, 18. OR 20 GAGE AS SPLCIFTED I el1R ICA110N SHALL COMPLY WITH THF 'DUALITY CONIROL MANUAL- OF THE TRUSS PLATE INSTITUTE ITPII AND THE TRUSWAI /RU$COM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED ARE. TO BI FOUALLY DIVIDEn OE NOTES A Trus P 1 u s Design 'I'm SPE CTAT. CUTT',NG ONLY LATERAL BRACING REGUIRED OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING n11S DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHFATHING UNLESS OTHERWISF STATED WHERE NO I11GIU CEILING IS APPLIED DIRECTLY 10 THE BOTTOM CHORD. IT SHALL BE BRACED AT INTERVALS NUT ETCF.f DING ,_____, r"� SM T0'-0' Pf RSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEM PROFESSIONAL ADVICE REGARDING TEMPORARY FRFCIION DIIACITIG WHICH IS ALMAVS REQUIRED 10 PREVENT TOPPLING AND DOMINOING- RFFIR TO BRACING WOOn TRUSSf EMS i�aiJ S' COMwf.NfAll'1 1110 RE CONMENDAl10N$' (TPI[ WHERE CONFUSION MAY EXI$I'CONCf.gNING PROPER FULD FgEC 110N, DWG• ^) -a CA O 0 1RUSWAL SYSTEMS CORPORATION CI FAHIY MARK ION INTERIOR BEARING LOCATION$, CANT IL EYF RS, AND THE CHORDS Of THE TRUSS 10 PREVENT IMPROPER STA ALLAIION, TRUSSES SHALL NOT BE PLACED 1N ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE Jh �"'� L+ w000 TO fYCEED 191 ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER, WHEN NECESSARY. IS BEST DETERMINEO BY JUDICIOUS APPLICAIION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL J10 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 Oty 1 Truss name -=141 = {� W 0WEN.$10145 ARE 0 OF VERMED Bti FK - I :OMPONENT MANUFACTURER, ARCHITECT, AND/Ok �I )) 3IIIIAINC CONTRACTOR PRIOR TO FABRICATION BEARING REGUIREMENTS BEARING ACT. SIZE REG. SIZE LBS B2 5.50 In. 1.50 In. 706 BL 1.50 In. 1.50 In. 247 PROVIDE ANCHORAGE FOR NEG REACTION (UPLIFT) AS REQUIRED BY OTHERS. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS, CANTI- LEVERS, AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS OESIGNED'USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. 'IB" 4-5-11 0 -5 -BI 4-4-8 5-7-8 4-2-12 PLATE CODE SPACING DATE R50DO NCC-LDG 24.00' O.C. 12/17/93 10-0-0 OVERALL SPAN 5-9-4 IT IS UIE RESPONSIBILITY OF 01 ACtOAL UE AO LOADS IMPOSED BY 1 HISTORICAL CLIMATIC RECOROS. UIME N_IONS PRIOR TO (ABR ICA( FARNICAIION SHALL COMPLY MIT LUMBER SPECIFICATIONS Top Cho Bottom Cho Webs SPECIAL '.'L_7, =Q�jTIONING CHART TrusPlus Design .' Top .'Chord-2x•4,'*42-DF-L -1e< 507 B,�I- -476 W 1 -. -507 W 2 -..::'495' - Standard Uni.torm'Loading' (PSF) ::JOINTS:;_T,},. :••.,'Y: lin) ANGLE -- •.-',_-_- - _ A SMEMS Bot Chord 2x 4"11-02 DF -L T 2= 0 B 2= -476 W:3 = -328 "' _ TCLL = 16.0: TCDL"x=,14.0: BCDL =. 1070; ;------- III AN', ANCA NE AIIONS /� DMG# 1 _A V Web Piece 2x 4 M STUD DF -L III'''��� O .( 3 TRUSWAL SYSTEMS CORPORATION MITA 1 MARK IN In SR BF ALL h In51ALLAl ION, InSHALL K WOGU TO EXCEFO 191 AND/OR CAUS Increase - 1.250 f :: .ff 2.62 9.2 Top C Bottom Chtl J12 Webs LIVE LOAD DEFLECTION BASED ON L/600 Version 3.80 Gty - i / Tr T 1- 0.375 8 1. 0.137 N 1 - 0.114 W 2 - 0.152 . T 2= 0.277 O. B 2= 0.137 N 3 0.094 v BEARING REGUIREMENTS BEARING ACT. SIZE REG. SIZE LBS B2 5.50 In. 1.50 In. 706 BL 1.50 In. 1.50 In. 247 PROVIDE ANCHORAGE FOR NEG REACTION (UPLIFT) AS REQUIRED BY OTHERS. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS, CANTI- LEVERS, AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS OESIGNED'USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. 'IB" 4-5-11 0 -5 -BI 4-4-8 5-7-8 4-2-12 PLATE CODE SPACING DATE R50DO NCC-LDG 24.00' O.C. 12/17/93 10-0-0 OVERALL SPAN 5-9-4 IT IS UIE RESPONSIBILITY OF 01 ACtOAL UE AO LOADS IMPOSED BY 1 HISTORICAL CLIMATIC RECOROS. UIME N_IONS PRIOR TO (ABR ICA( FARNICAIION SHALL COMPLY MIT 3-9-8 0-8 THAI THE THE LI Tv IS TO BE CONTINUOUSLY BRACFO BY SHFA TLY 10 THE BOTTOM CHORD. it SHALL ARE CAUTIONED TO SEEK PROFESSIONAL 10 PREVFNT TOPPLING AND DOMINOI IP11 WHEAT. CONIUSION MAY E%ISI OCATIONS• CANTIIEVFRS• AND THE CHOP BE PLACED IN ANY ENVIRONMENT THAT M DNNECTOR PLATE CORROSION. CAMBER. ENCS AND THEREFORE IS OUTSIDE THE name - E144 / 3/8" - i QROFES II �.• M x yylii G/Jl/may ti} .1VIL qlf �F CALIF��� ON THIS DESIGN MEET OR EXCEED THE BY IHE LOCAL BUILDING CODE OR MENSIONAL ACCURACY. VERIFY ALL 6. IB. OR 20 GAGE AS SPECIFIED USS PLATE INSTITUTE TIP[) AND THE D 81. EOUAJI.Y DIVIDED. Ak� DENOTES MRFPS IS NOTED ON THIS DRAWING G UNLESS OTHERWISE S'AtEU WMFPE BRACED Al INTERVALS NUT E ¢EFOING ICE REGARDING TEMPORARY FAf CIION RIFIR t0 *BRACING WOOP TRUSSIS CF14NING VROPLR IIt I.0 INECIION. E THE. (PUSS 10 PREVENT IMPROPER CAUSE WE MOISTURE CONTENT OF THE NECESSARY. IS BEST DETERMINED BY PE OF RESPONSIBILITY OF TRUSWAL INFCIAI CUTTING MANUAL ALL SVFG TAI. CUTTING ONLY LATERAL A TrusPlus Design T !10 A DESIGN LING 15 THE TDP OCl NO RIGID CEILING IN APPLIED Of f _ A SMEMS 100• PF PSONS ERECTING TAUS CII AI:I TIG NII(CIT IN AIM.FN aIIACI AL WAYS REOUNN a.�7 III AN', ANCA NE AIIONS /� DMG# 1 _A V 1 3 5 1 o , III'''��� O .( 3 TRUSWAL SYSTEMS CORPORATION MITA 1 MARK IN In SR BF ALL h In51ALLAl ION, InSHALL K WOGU TO EXCEFO 191 AND/OR CAUS JUDICIOUS APPLICATION OF EXF J12 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 Gty - i / Tr All AIMFNS1QNC ARF. RE 4ERIIIED Ell I4 . j I �OMPONENT MANUFACTURER, AKHITECT, AND/k v 411ILDING CONTRACTOR PRIOR TO FABRICATION 3-9-8 0-8 THAI THE THE LI Tv IS TO BE CONTINUOUSLY BRACFO BY SHFA TLY 10 THE BOTTOM CHORD. it SHALL ARE CAUTIONED TO SEEK PROFESSIONAL 10 PREVFNT TOPPLING AND DOMINOI IP11 WHEAT. CONIUSION MAY E%ISI OCATIONS• CANTIIEVFRS• AND THE CHOP BE PLACED IN ANY ENVIRONMENT THAT M DNNECTOR PLATE CORROSION. CAMBER. ENCS AND THEREFORE IS OUTSIDE THE name - E144 / 3/8" - i QROFES II �.• M x yylii G/Jl/may ti} .1VIL qlf �F CALIF��� ON THIS DESIGN MEET OR EXCEED THE BY IHE LOCAL BUILDING CODE OR MENSIONAL ACCURACY. VERIFY ALL 6. IB. OR 20 GAGE AS SPECIFIED USS PLATE INSTITUTE TIP[) AND THE D 81. EOUAJI.Y DIVIDED. Ak� DENOTES MRFPS IS NOTED ON THIS DRAWING G UNLESS OTHERWISE S'AtEU WMFPE BRACED Al INTERVALS NUT E ¢EFOING ICE REGARDING TEMPORARY FAf CIION RIFIR t0 *BRACING WOOP TRUSSIS CF14NING VROPLR IIt I.0 INECIION. E THE. (PUSS 10 PREVENT IMPROPER CAUSE WE MOISTURE CONTENT OF THE NECESSARY. IS BEST DETERMINED BY PE OF RESPONSIBILITY OF TRUSWAL LUMBER SPECIFICATIONS .. Top Cho Bottom Chtl McOs .. SPECIAL P� - POSITIONING CHART ITISTHE RESPONSIBILITY OF DINERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE Top •. Chord 2x 4* It. f2 DF -L" - ..._.__.. .:: :::..:. ...T-r14�r5Bi'+9�1�+^�476 Y! 1 P -607 W'2 - -495 -.Standard'Uhf4orm Ltfa'd#E4 tPSFj= .+.:J011Ji9':: ':r. l:,n . Y:i I1M ANGLE _ HISIOnICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL Bot Chord 2x 4 IF t2 DF -L T 2=" '''D'W,2- -476 W 3 = -488 TCLL = 16.0; TCDL = 14.W; BEOL;-= 10.0;"' ----- ------ ------ . T Web Piece 2x 4 W STUD DF -L NO.A ACEL$$ NO RIG 10 CEILING IS APPLIED AY TO THE BOTTOM CHORD. I1 SMALL BE BRACED Al INTERVALS NUI EXCEFOING CHORD, Increase - 1.250 f :; 2.62 9.2 ,_____, �M a.L7 10'-0' PERSONS ERECTING iRU$SE$ eRE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY F.aF.CT10N TRUSSES 8RACIIIG WHICH IS ALWAYS REQUIRED 10 PREVENT TOPPLING AND *DOMINOING' AFTER TO BRACING MOOD IRUSSES: CDMME NTAnY ANO RECOMMENDATIONS' (IPI) WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD FRECIION, Top Cho Bottom Cho /� w DWG 1 5 1 O Webs LIVE LOAD DEFLECTION BASED' -ON L/600 _H n V 3 J ^ L 0 4--� T 1- 0.375 B 1- 0.137 W 1 - 0.114 W 2 = 0.152 4--- 31IIU)ING CONTRACTOR PRIOR TO FABRICATION" 1 T 2- 0.277 B 2- 0.137 W 3 = 0.141 BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 82 5.50 In. 1.50 In. 706 BL 1.50 In. 1.50 In. 407 WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION. CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS, AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. 11B11 5-1-11 0 -5 -BI OVERHANGS OVER 3111 MUST BE SUPPORTED. 4-4-B 5-7-8 R2445 5-9-4 2445 4-2-12 1 - ' 10-0-0 OVERALL SPAN 2 3-9-8 IAIF OF CA 04-0-8 PLATE CODE SPACING DATE ITISTHE RESPONSIBILITY OF DINERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACTUAL DEAD LOADSIMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR 12/17/93 HISIOnICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL 5D00 NCC-LDG 24.00' O.C. ' UI MF.NSIONS PRIOR 10 FABRICAIIoN. CONNECTOR PLATES SHOWN ARE TRUSWAL 16. 10. OR 20 GAGE AS SPECIFIED. FABRICATION SMALL COMPLY WITH IMF. 'OUALIIY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPO AND THE SPECIAL CTAUSCOUtTINM MANUAL ALL PANELS ACI NOT SPECIFICALLY FIND VIDUALA TRO ARE TO BE EQUALLY OID OED � DENOTES SPEC TAL COST ISG ONLY LATERAL BRACING REQUIRED Of INDIVIDUAL IRU$$ MEMBERS IS NOTED ON THIS DRAWING T DESIGN ESTGR ASSUMES THE IOP CHORD 10 RE CONTINUOUSLY BY SHEATHING DINTERVAL $TUTEE WHERE NO.A ACEL$$ NO RIG 10 CEILING IS APPLIED AY TO THE BOTTOM CHORD. I1 SMALL BE BRACED Al INTERVALS NUI EXCEFOING CHORD, ,_____, �M a.L7 10'-0' PERSONS ERECTING iRU$SE$ eRE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY F.aF.CT10N TRUSSES 8RACIIIG WHICH IS ALWAYS REQUIRED 10 PREVENT TOPPLING AND *DOMINOING' AFTER TO BRACING MOOD IRUSSES: CDMME NTAnY ANO RECOMMENDATIONS' (IPI) WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD FRECIION, /� w DWG 1 5 1 O 1RUSWAL SYSTEMS CORPORATION CI I eRII MARK INIERI On BEARING LOCATIONS, CANTILEVERS. AND THE CHORDS OF IMF. TRUSS TO PREVENT IMPROPER INSIALLATION, TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE 111E MOISIURE CONTENT Of THE _H n V 3 J ^ L 0 4--� JUOICIOUSWOOL) TO X APPLICATION ION OF ANDIOA CEXPERIENCONNECTOR ND THEREFORE ISNOUTSIDEETHEIHEN SCOPEE OFSRESPONSIBIIS LITYDETERMINEDF SABy L J14 0/0 MASONIC HALE. - CMICO / HOME_WOOD / Version 3.80 All DI-MENSIM A TO BF 11FRiFIFtI oyW / True. name - E144 / 1/4' - 1' AMPONIENT MANUFACTURER, ARCHITECT, AND/Ok 4--- 31IIU)ING CONTRACTOR PRIOR TO FABRICATION" 1 LUMBER SPECIFICATIONS Top Cho Bottom Chd Webs Top .:Cnord.2x.4''*-':l 6 BTR. OF -L- -"",T :1-.=-3001 B 1-..'. 0 • W' 9: - . 64. W 2 2943: Bot"Chord 2x 4 W /1 & BTR. DF -L T 2= -3264 8 2= 2847 W 3 -617 N 4 292 Web Piece 2x 4 W STUD DF -L T 3- 0 B 3- 3526 W 5 - 388 W 6 - -3107 T 4- -3527 B 4- 3581 W 7a- -204 W 7b- 239 T 5- -3423 B 5- 3423 W 8 - -92 W 9 - -267 T 6- 0 B 6- 2847 W108- -204 WSOb= 360 BEARING REQUIREMENTS T 7= -3264 B 7- 0 W11 - -3115 W12 - 299 BEARING ACT. SIZE REG. SIZE LBS T 8- -3001 W13 - 292 W14 - -518 T1 7.25 In. 1.50 In. 2272 W15 = 2942 W16 = 64 TL 7.25 In. 1.50 In. 2272 W17 - -593 WSB - -457 BRACING MEMBERS SHOWN BY « WHERE REQUIRED. Top Chd Bottom Chd Wens T 1- 0.699 B 1- 0.160 W 1 - 0.019 W 2 - 0.906 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 2- 0.867 B 2- 0.542 W 3 - 0.206 W 4 - 0.089 WITH TWO (2) Bd NAILS. T 3- 0.368 8 3. 0.763 W 5 - 0.119 W 6 - 0.753 T 4= 0.470 B 4w 0.770 W 7a= 0.038 W 7b= 0.073 TRUSS DESIGNED FOR SO PSF BOTTOM CHORD T 5- 0.458 B 5. 0.749 W 8 - 0.049 W 9 - 0.142 LIVE LOAD ACTING NONCONCURRENTLY WITH T 6- 0.368 8 6. 0.542 W10a- 0.037 WSOb- 0.116 TOP CHORD LIVE LOAD. T 7- 0.866 B 7- 0.160 W11 - 0.757 W12 - 0.092 T 8- 0.699 W13 - 0.090 W14 - 0.206 THIS TRUSS IS DESIGNED USING THE ASCE W - 0.905 W15 - 0.019 7-88 CODE. BASIC WIND SPEED -75 MPH. W17 - 0.406 W18 - 0.321 PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. "B" MAKE PROVISIONS FOR ADEQUATE DRAINAGE. l SPECIAL PLATE POSITIONING CHART standard UM.torM-Loedin (PSF) JOINT*.'X:: (In).. Y: (in) ANGLE TCLL = 16.0; TOOL = 14.0; BCDL = 10.0; -=- "' ------ ------ ------ Increase - 1.250 1 56.25 14.96 18.4 LIVE LOAD DEFLECTION BASED ON L/360 11 -56.25 14.96 -18.4 FALSE FRAMINU PLATE IS STPL WALL MUST RESIST 350# 25/12 T.C. LOADING HORIZONTAL LOAD FROM SOFFITT. ,20 LL•- 10 DL 1-2-0� � � II I % N1 NV LADV� ZO-7_B 11-2 D 445 3282 3262 4652 4852 3282 3282 R24g5�11- -11-13 15 6-5-5 9-5-0 6-5-5 4-0-0� i 6-3-9 6-11-5 6-11-5 6-3-9 �4-0-0 OVERHANG REQUIRES A LEVEL RETURN AND CON- 50-0-0 OVERALL SPAN NECTION (BY OTHERS) CAPABLE OF PROVIDING SUPPORT FOR THE END OF THE OVERHANG. PLATE CODE SPACING DATE 85000 NCC -LOG 24.00' O.C. 12/7/93 A TrusPlus Design DWGI CQ 341L04-.7 q y MI ESS\ 11 IS TTTE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACTUAL ULAD LOADS IMPOSEO BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HIS10nICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL ' ` ' ` UIMFU$IONS PRIOR 10 FABRICATION. CONNECIOR PLATES SHOWN ARE IRUSWAL 16. IB. OR 20 GAGE. AS SPECIFIED I ARNICA T TOT+ S1fALL COMPLY WIIH I.E. 'DUALITY CONTROL MANUAL- OF THE TRUSS PLATE INSTITUTE ITP11 AND THE T $W AI iAUSCOMUITING MANUAL ALL PANELS NOT SPECIE ICILIY DESIGNATED ARf. TO flI FOU1i I.T OIVIDFn. � DENOTES $PFCI AI, CUIT�NG. ONLY LATERAL BRACING REOUIRF.O OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS ORAMING THIS DESIGN eSSUMF.S THE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHEATHING UNLESS OTHERWISE STAIEU WHERE nO nIGIO CE ILIf+G IS APPLIED DIRECTLY TO THE BOTTOM CHORD. 11 SHALL BE BRACED Al INTERVALS NUT E..CEf01NG /`���`, ^ 10'.0' PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL AOVICE REGARDING TEMPORARY F.REC110N ,-____, v - V- �-•W BI.CITIS WHICH IS ALWAYS REQUIRED 10 PREVENT TOPPLING AND OOMINDING' REFFn 10 BRACING WOOD 1RUSSf 5' �a j.�7 COMMF:N1A11'r AND RECOMMENDATIONS' fTPI1 WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELO ERECTION, Cif eT11 'T MARK INTERIOR BEARING LOCATIONS, CANTIIEVFRS. AND THE CHORDS Of THF. TRUSS TO PREVENT IMPROPER iRUSWAI SYSTEMS CORPORATION IN$IeLLeT10N. TRUSSES SHALL N01 Bf. PLACED IN ANI ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE WUOU TU EXCEED 19% AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER, WHEN NECESSARY, IS BEST DETERMINED BY JUIIICIOUS APPS (CATION OF E%PER(ENCF. AN INEREFOAE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSMAL C1 MASONIC CHICO / HOMEWOOD / Version 3.60 ' Oty - i / Truss name - E144_/__37_32"- ALL DIMENSIONS ARE TO BE VERIFIED Bt lhl :OMPONENT MANUFACTURER, ARCHITECT, AND/Ok 3IIIL11NG CONTE;CUIR PRIOR TO FABRICAT10te" LUMBER SPECIFICATIONS 'DF-*L. Top Cho Bottom Chd . Webs SPECIAL PLATE POSITIONING CHART _.�.Top�CNand 2x 4- W f1 &-BTR-. s"+.• ;:- ..:. -' T-•1- -3252 8 1- ....0 -:W+ 1 - • 54.-W 2 - : 3189 ' -'•° -- Standard: Un form::Coad-ing (PSF).' �� ,- JOIN7f --. X:.R3n) . :Y: (I n) -ANGLE '�-._•.. ••• _--• - . Bat Chord 2x 4 +E f1 & BTR. DF -L T 2= -3584 B 2= 3085 W'3 = -679 W 4 = 369 TCLL = 16.0; TCDL - 14.0; BCDL = 10:0; - -- Web Piece 2x 4 ■ STUD DF -L T 3- 0 B 3- 3952 W 5 - 465 W 6 - -3411 1 56.25 14.96 18.4 T 4- -3953 B 4- 4054 W 7a- -204 W 7b- 304 Uniform Loads PLF Load Case 1 i1 -56.25 14.96 -18.4 T 5- -3836 B 5- 3836 W 8 - -172 W 9 - -366 Initial Final Start End Dir. FALSE FRAMING PLATE IS STPL T 6- 0 B 6- 3084 W10a- -204 W10b- 461 TCDL 30.0 30.0 20.29 29.71 V BEARING REQUIREMENTS T 7- -3584 B 7- 0 Wil - -3420 W12 - 367 Increase - 1.250 BEARING ACT. SIZE REO. SIZE LBS T 8- -3251 W13 - 370 W14 - -580 LIVE LOAD DEFLECTION BASED ON L/360 11 7.25 In. 1.56 In. 2413 W15 = 3188 W16 = 64 TL 7.25 In. 1.56 In. 2413 W17 - -762 W18 - -611 BRACING MEMBERS SHOWN BY * WHERE REOUIRED. Top Chd Bottom Chd Webs T 1- 0.756 B 1. 0.160 W 1 - 0.019 W 2 - 0.981 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 2- 0.986 B 2. 0.573 W 3 - 0.226 W 4 - 0.113 WITH TWO (2) Ed NAILS. T 3- 0.368 B 3- 0.818 W 5 - 0.143 W 6 0.827 T 4= 0.680 B 4= 0.832 W 7a= 0.038 W 7b= 0.093 TRUSS DESIGNED FOR M PSF BOTTOM CHORD T 5= 0.662 8 5. 0.803 W 8 - 0.091 W 9 - 0.195 LIVE LOAD ACTING NONCONCURRENTLY WITH T 6- 0.368 8 6- 0.573 W10a- 0.037 W10b- 0.141 TOP CHORD LIVE LOAD. T 7- 0.986 B 7- 0.160 W11 - 0.831 W12 - 0.113 T 8- 0.756 W - 0.113 W14 - 0.227 THIS TRUSS IS DESIGNED USING THE ASCE W15 - 0.981 W16 - 0.019 7-68 CODE. BASIC WIND SPEED -75 MPH. W17 - 0.521 W18 - 0.429 PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE.PROFESSIONa EXP. "BIT WALL MUST RESIST 350# 25 12 T C LOADING ���`� V. MEV Ye MAKE PROVISIONS FOR ADEQUATE DRAINAGE. HORIZONTAL LOAD FROM 20 LL 10 DL SOFFITT. 7-2-5 6-9-9 4-8-8 6-3-9 6-3-9 4-8-B 5-9-9 7-2-5 12 41 5 1` 4 2 5 244K5 8120 3252 4812 326 260 12 8-5-8 465 IT * * 4652 Q 4 0-7- 7215 2150 _ 1-2-0 7-B 1-2-0 445 3282 3282 4852 4852 3282 3282 R24g5� -11-13 11-15 6-5-5 9-5-0 6-5-5 4-0-0� 1 6-3-9 6-11-5 6-11-5 6-3-9 �4-0-0 OVERHANG REQRN A UIRES A LEVEL RETURN CON- 50-0-0 OVERALL SPAN NECTION (BY OTHERS) CAPABLE OF. PROVIDING SUPPORT FOR THE END OF THE OVERHANG. PLATE CODE SPACING DATE R5000 NCC-LDG 24.00' O.C. 12/7/93 A TrusPlus Design DWG. CA 34 1L U 4'.'w 31 CIA MASONIC MALL CHICO / HOMEWOOD / Version 3.80 A B Q sae pI/1/94 Tyr civ. I- F OF ce►1F0� 11 15 T11[ RESPONSIBILITY OF OTHERS 10 ASCERTAIN THAT THE LOADS UTILIZED ON THIS D ACTUAL DEAD LOADS IMPOSED BY TME STRUCTURE AND THE LIVE LOADS IMPOSED BY THE H151 DnTCAL CL IMAIIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL UIM[N$IONS PRIOR TO FABRICATION CONNEC10n PLATES SHOWN ARE TRU$WAL 1R. 18. OR F ARH ICAI TON SHALL COMPLY WITH THF. "DUALITY CONIROL MANUAL* OF THE TRUSS PLATE T :;111:A1 UTT:NM MANUAL ALL PANELS I N01 SPEC IFICALIY OESIGNAIF.D LTO ARF. 10 BT FOUR $rf CLAI CUTTING ONLY LATERAL BRACING REOUIRUO OF INDIVIDUAL IRU55 HF.MOENS IS THIS OF.$IGN ASSUMES THE TOP CHORD TO BE CONTINUOTHEBTTOM BRACED By SHFATHINGIND UNLESS NO RIGID CEILING IS APPLIED DIRECTLY t0 THE BOTTOM CHORD. IT SHALL BE BRACED AT A 10' I PF RSDNS ERECTING TRUSSES ARF. CAUTIONED T 10 SEEK PROFESSIONAL ADVICE REGAR, ,_-___, SMEMS DH AI: IIIG Mr11CM is ALWAYS REQUIRED 10 PREVENT TOPPI.I NG 1N0 DOMINOING' RT FFR 7 L a.L7 COMMINTAIIY ANO RECOMMENOAI IONS' 11P11 WIIERF. CONTUSION MAY EXIST CONCFMNING L'II ATIII MARK INTER TOR BEARING LOCATIONS, CANTILF.VFRS. AND THE CHORDS OF THE IRU TRUSWALSYSTEMS CORPORATION INSIALL AI[ON. TRUSSES SHALL NOT 8F. PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE :NS 10 IYCEFO 1Al AND/OR CAUSE of, PLATE CORROSION. CAMBER, WHEN NECESSAR JIID ICIOUS APPI KATION OF EXPERIENCE AN THEREFORE IS OUTSIDE THE SCOPE OF REST OILY - 1 / Truss name - E144 ALL DIMEN31ONS ARE TO at vm: IED 8Y IHF :OMPONENT MANUFACTURER. ,`WITECT, ANO/Ok WIMING GONTIRACTOR PRIOR TO FAERICATIPN SIGN MFE1 OR EXCEED THE LOCAL BUILDING CODE OR ACCURACY. VERIFY ALL 20 GAGE. AS SPECIFIED INSTITUTE IIP11 AND THE L' OIVIDEO. DENOTES NOTED ON 1-15 DRAWING THEPWISF. SATED WHERE INTERVALS NUT EICEF014G ING TEMPOnARY FAFCTION '811ACIHF. WDOH TRUSSts ROPER OHIO T HE[ T I ON, S 10 PREVENT IMPROPER MOISTURE CONTENT OF THE 15 BEST DETERMINED V ONSIBILIIY OF IRUSWAL 4 2 5 244K5 8120 3252 4812 326 260 12 8-5-8 465 IT * * 4652 Q 4 0-7- 7215 2150 _ 1-2-0 7-B 1-2-0 445 3282 3282 4852 4852 3282 3282 R24g5� -11-13 11-15 6-5-5 9-5-0 6-5-5 4-0-0� 1 6-3-9 6-11-5 6-11-5 6-3-9 �4-0-0 OVERHANG REQRN A UIRES A LEVEL RETURN CON- 50-0-0 OVERALL SPAN NECTION (BY OTHERS) CAPABLE OF. PROVIDING SUPPORT FOR THE END OF THE OVERHANG. PLATE CODE SPACING DATE R5000 NCC-LDG 24.00' O.C. 12/7/93 A TrusPlus Design DWG. CA 34 1L U 4'.'w 31 CIA MASONIC MALL CHICO / HOMEWOOD / Version 3.80 A B Q sae pI/1/94 Tyr civ. I- F OF ce►1F0� 11 15 T11[ RESPONSIBILITY OF OTHERS 10 ASCERTAIN THAT THE LOADS UTILIZED ON THIS D ACTUAL DEAD LOADS IMPOSED BY TME STRUCTURE AND THE LIVE LOADS IMPOSED BY THE H151 DnTCAL CL IMAIIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL UIM[N$IONS PRIOR TO FABRICATION CONNEC10n PLATES SHOWN ARE TRU$WAL 1R. 18. OR F ARH ICAI TON SHALL COMPLY WITH THF. "DUALITY CONIROL MANUAL* OF THE TRUSS PLATE T :;111:A1 UTT:NM MANUAL ALL PANELS I N01 SPEC IFICALIY OESIGNAIF.D LTO ARF. 10 BT FOUR $rf CLAI CUTTING ONLY LATERAL BRACING REOUIRUO OF INDIVIDUAL IRU55 HF.MOENS IS THIS OF.$IGN ASSUMES THE TOP CHORD TO BE CONTINUOTHEBTTOM BRACED By SHFATHINGIND UNLESS NO RIGID CEILING IS APPLIED DIRECTLY t0 THE BOTTOM CHORD. IT SHALL BE BRACED AT A 10' I PF RSDNS ERECTING TRUSSES ARF. CAUTIONED T 10 SEEK PROFESSIONAL ADVICE REGAR, ,_-___, SMEMS DH AI: IIIG Mr11CM is ALWAYS REQUIRED 10 PREVENT TOPPI.I NG 1N0 DOMINOING' RT FFR 7 L a.L7 COMMINTAIIY ANO RECOMMENOAI IONS' 11P11 WIIERF. CONTUSION MAY EXIST CONCFMNING L'II ATIII MARK INTER TOR BEARING LOCATIONS, CANTILF.VFRS. AND THE CHORDS OF THE IRU TRUSWALSYSTEMS CORPORATION INSIALL AI[ON. TRUSSES SHALL NOT 8F. PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE :NS 10 IYCEFO 1Al AND/OR CAUSE of, PLATE CORROSION. CAMBER, WHEN NECESSAR JIID ICIOUS APPI KATION OF EXPERIENCE AN THEREFORE IS OUTSIDE THE SCOPE OF REST OILY - 1 / Truss name - E144 ALL DIMEN31ONS ARE TO at vm: IED 8Y IHF :OMPONENT MANUFACTURER. ,`WITECT, ANO/Ok WIMING GONTIRACTOR PRIOR TO FAERICATIPN SIGN MFE1 OR EXCEED THE LOCAL BUILDING CODE OR ACCURACY. VERIFY ALL 20 GAGE. AS SPECIFIED INSTITUTE IIP11 AND THE L' OIVIDEO. DENOTES NOTED ON 1-15 DRAWING THEPWISF. SATED WHERE INTERVALS NUT EICEF014G ING TEMPOnARY FAFCTION '811ACIHF. WDOH TRUSSts ROPER OHIO T HE[ T I ON, S 10 PREVENT IMPROPER MOISTURE CONTENT OF THE 15 BEST DETERMINED V ONSIBILIIY OF IRUSWAL LUMBER SPECIFICATIONS TopChd PLATE POSI.TIONING CHART Bottom Cho Standard Unifoflm>Loading (PSF):. ' Webs X!(1n) Y: (inF•:_ ANGLE = Top:. Chord 2x-4 11`11 6 BTR!' DF -6:: T 1=--3256 ------ B 1-. = "0 W'7•= -64'W-2 - 13193• Bot Chord 2X 4 w /1 G BTR. OF -L T 2= -3590'B 2= 3089 W 3 = -681 W 4 = 371 BC Piece 4 T 3- 0 B 3- 3959 W 5- 466 W 6- -3417 2x 8 IF i2 DF -L T 4- -3960 B 4- 4113 W 7a- -204 W 7b- 374 Web Piece 2x 4 W STUD OF -L T 5- -4052 B 5- 4052 W 8 - -260 W 9 - -104 T 6= 0 B 6- 4433 WSOa= -204 W10D- 249 Right Wedge 2x 4 f2 or Betterll T 7- -4184 8 7- 4197 W11 - -3993 W12 - 495 T 8- -4673 B B- 4189 W13 - -543 W14 - 59 T 9= -4567 W15 = 245 W16 = 99 BEARING REQUIREMENTS W17 - -765 WIG - -116 BEARING ACT. SIZE REO. SIZE LBS T1 7.25 In. 1.56 In. 2415 Top Chd Bottom Chd Webs BL 2.22 In. 2083 T 1- 0.756 B 1- 0.160 W 1 - 0.019 W 2 - 0.982 T 2- 0.988 B 2- 0.573 W 3 - 0.227 W 4 - 0.114 BRACING MEMBERS SHOWN BY FT WHERE REQUIRED. T 3- 0.368 8 3- 0.819 W 5 - 0.143 W 6 = 0.828 T 4= 0.527 B 4= 0.840 W 7a= 0.038 W 7b= 0.115 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 5- 0.541 B 5. 0.832 W 8 - 0.138 W 9 - 0.055 WITH TWO (2) Bd NAILS. T 6- 0.315 B 6- 0.750 WIOa- 0.037 W101p- 0.076 T 7- 0.937 B 7- 0.703 WI = 0.970 W12 - 0.152 CAUTIONI EXTRA CARE IS REQUIRED T 8- 0.959 B B- 0.492 W13 - 0.570 W14 - O.O1B DURING HANDLING AND ERECTION OF T 9- 0.748 W15 = 0.075 W16 - 0.030 THIS TRUSS. W17 - 0.523 WIG - 0.081 TRUSS DESIGNED FOR 10 PSF BOTTOM CHDRD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. WALL MUST RESIST 350# THIS TRUSS IS DESIGNED USING THE ASCE HORIZONTAL LOAD FROM 7-88 CODE. BASIC WIND SPEED -75 MPH. SOFF I TT PLATING BASED ON GREEN LUMBER AT TIME . OF MANUFACTURE. .25/12 T.C. LOADING 20 LL - 10 DL II 11 EXP. B SPECIAL PLATE POSI.TIONING CHART 6-9-9 4-8-8 Standard Unifoflm>Loading (PSF):. ' JOINT#, X!(1n) Y: (inF•:_ ANGLE 4-8-8 6-9-9 TOLL = 16.0; TCDL 14:0:"BGDL• = 10.0: ------ ------------ ------ 24x5 5 12 2445 Increase - 1.250 1 56.25 14.96 18.4 8120 3252 4812 LIVE LOAD DEFLECTION BASED ON L/360 12 -4.21 6.96 -9.2 zG712B-5-8 FALSE FRAMING PLATE IS STPL .25/12 T.C. LOADING 20 LL - 10 DL II 11 EXP. B 7-2-5 6-9-9 4-8-8 6-3-9 -10-1 6-3-9 4-8-8 6-9-9 6-3-9 MAKE PROVISIONS FOR 4 24x5 5 12 2445 8120 3252 4812 ADEQUATE DRAINAGE. zG712B-5-8 405a <326 a 4852 Q 4 0-7- 7215 252 1-2-0 =0-9-8 445 3282 -51-1 3282 4852 4852 3282 3252 96120 6475 6-5-5 9-5-0 6-5-5 3-7-4 4-0-0� 6-3-9 1 6-11-5 6-11-5 6-3-9 53-0-0 OVERALL SPAN OVERHANG REQUIRES A LEVEL RETURN AND CON- NECTION (BY OTHERS) CAPABLE OF PROVIDING SUPPORT FOR THE END.OF THE OVERHANG. PLATE CODE SPACING DATE R50DO NCC-LDG 24.00' O.C. 12/7/93 A TrusPlus Design DWG. ca 3411T,011.7 32 C2 MASONIC "' CHICO P HOMEWOOD / Version 3.80 �Z MESsq� CIVIL I1IS THE PESPONSIa ILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR E7 ACTUAL DE AO LOADS IMPOSED BY THE STRUCTURE ANO THE LIVE LOADS IMPOSED BY THE LOCAL BUILOIN( HISIOnICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VEL UIMf,HS1011S PRIOR TO FABRICATION. CONNECTOR PLATES SHOWN ARE tRUSMAL 16. 111. OR 20 GAGE. AS SL f ARP IC A1101I SHALL COMPLY WITH 111E 'DUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ItPll T(�� VEAL TDUSWAI IRUSCOM MANUAL ALL PANELS N01 SPECIFICALLY DESIGNATED ARE TO BL FOIS N OIV10F0, SPECT DL. CURT ANG ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS ING UNLESS IS NOTED F. n115 THIS DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHEATHING UNlFS$ OIIIEPMISF S'AJ EL NO PIG 10 PERSONS 15 APPLIED TRUSSES TAY 10 I ��Q 10'O' PERSONS ERECTING TRUSSES ARF. PAUTI ,____ A�'fC BIIAI'IIIG WHICH IS ALWAYS REQUIRED 10 PRF.v( ai�7 CLIMMINIAHI AND RECOMMENDATIONS' (TPI) will %fAR I MADX INTERIOR BEARING LOCATIONS. iRUSWALSYSTEMS CORPORATION INSIALLAIION. TRUSSES SHALL NOT BE PLACED WOOL) TO EXCEED 191 AND/OR CAUSE CONNECTOR I JUDICIOUS APPLICAIION OF EXPERIENCE AND Qty - i Truss name - AIL DIMEN5104S ARE T OF VERMED 81 1 H :OMPUNFNT MANUFACTURER, ARCHITECT, AND10k IMLOING CONTRACTOR PRIOR TO FABRICATION & E BOTTOM CHORD. It SHALL BE BRACED Al INTERVALS NOT f NED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY 1 TOPPLING AND OOMINOING' AFTER TO 'BRACING MOOD F. CONIUSION MAY EXIST CONCF14NING PROPER IHILT f ANTILEVFRS• AND THE CHORDS OF THE. TRUSS 10 PREVENT N ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONIEF ATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST OEIEF THEREFORE IS OU7510E THE SCOPE OF RESPONSIBILITY OF EEO THE CODE OR FY ALL CIF IED AND 114L DENOTES PAWING WHERE CEFOING PF C T I ON PUSSES - ... LUMBER SPECIFICATIONS ^ ' : `Top"ehrrd •2X 4 IT . * I DF=L Bot Cnord 2x 4 *'i1 DF -L Web Piece 2. 4 IT STUD DF -L Top Cbtl_.. Bottom Cho T 7- Webs 8 7- 0 SP CIALPNG CHART LATE POSITI.O• NI ' 237 T f -"-36P B -f -'r;^ =0 W' 1 - -396 W 2 - .361 Standard Uni'.orm=Lr�Ajng' (PGF) JOINif > Y.:.,(Irlr.:.. :.(in)GLE T 2= 92 8 2= 549 W 3 = 34 W 4 = '-51'2 TCLL = 16.0: TCDL = 14.0: 6CCi = 1G .0; ------ ----== "' -898 T 3- 0 B 3- -939 W 5 - -415 W 6 - BB Increase - 1.250 7 0.00 -3.50 90.0 In. 1117 T 4- 939 8 4- 0 W 7a- -204 W 7b- -1150 LIVE LOAD DEFLECTION BASED ON L/360 T 5- -716 B 5- 1078 W B - -1582 W 9 - 1185 T 6- -716 B 6- 898 W10 - -270 W11 - -59B Webs BEARING REQUIREMENTS T 7- -1219 8 7- 0 W12 - 237 W13 - -341 BEARING ACT. SIZE REO. SIZE LBS T 8- -1219 W14 - 448 W15 - -709 B1 2.00 In'. 1.50 In. 459 T 9= -898 W16 = 1229 W17 = -1052 BL 2.00 In. 1.50 In. 1117 Wf8 - 1177 84 3.50 In. 2.76 In. 2589 Top Cho BottomChd Webs BRACING MEMBERS SHOWN BY * WHERE REQUIRED. T f- 0.391 B 1. 0.179 W 1 - 0.075 W 2 - 0.111 T 2- 0.436 B 2- 0.246 W 3 - 0.010 W 4 - 0.537 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 3- 0.423 B 3- 0.576 W 5 - 0.269 W 6 - 0.027 WITH TWO (2) 8d NAILS. T 4= 0.409 B 4= 0.441 W 7a= 0.038 W 7b= 0.946 T 5- 0.290 B 5- 0.603 W 8 - 0.843 W 9 - 0.364 ALL BEARINGS SHOWN ON THIS DRAWING T 6- 0.258 8 6- 0.492 W10 - 0.235 W11 - 0.324 ARE LOAD BEARING. SHIM OR WEDGE IF T 7- 0.409 8 7- 0.191 W12 - 0.073 W13 - 0.280 NECESSARY TO ACHIEVE FULL BEARING. T B- 0.509 W14 - 0.137 W15 - 0.550 T 9= 0.458 W16 - 0.378 W17 - 0.799 WHERE CONFUSION MAY EXIST CONCERNING W18 - 0.362 PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS, CANTI- LEVERS, AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. CAUTION) EXTRA CARE IS REQUIRED DURING HANDLING AND ERECTION OF THIS TRUSS_ TRUSS OCSIGNED FOR 1C, PSP BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE B-5-8 7-68 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TINE TR OF MANUFACTURE. 1-11-15 EXP. NBN MAKE PROVISIONS FOR ADEQUATE DRAINAGE. PLATE CODE SPACING 85000 NCC-LDG 24.00' O.C. A TrusPlus Design .25/12 T.C. LOADING 20 LL- 10 DL 6-7-1 6-9-9 5-0-0 4-10-4 6-3-9 4-8-8 5-0-0 6-4-4 2445 1z 4 �B 05 3252 85660 3252 R1630 6-9-8 12- 4852 5660 6-6-3 3252 3282 11 3282 4690 3252 11 R2452 4852 82452 0-7-1, STUB 5-5-5 i 9-8-8 6-7-12 1. 6-3-9 6-11-5 9-10-4 6-6-0 DATE 12/7/93 DWG. CA 341L04? 3 3 C3 MASONIC CHICO / HOMEWOOD / Version 3.80 52-4-12 OVERALL SPAN S. T � ,_____A SMMS TRUSWAL SYSTEMS CORPORATION if IS INE RESPONSIBILITY OF OT ACI UAL DEAD LOADS IMPOSED BY I HIStOnICAL CLIMATIC RECORDS. DIMENSIONS PRIOR TO FABRICAT F ARR ICATIOtt SIIALL COMPLY WIT TRUSWAL. TRUSCOM MANUAL. ALL SL'IAL CUTTING ONLY LATERAL tH15 DESIGN ASSUMES THE TOP CH ND RIGID CEILING IS APPLIED DI 10'-O' PERSONS ERECTING TRUS BNAC TNG wl" CH IS ALWAYS AEGUIR G I'm E;; I A(IY ANO RECOMMENDATIONS (A LAM Y MARK INIERIOR BEARING INS T ALLAIION. TRUSSES SHALL N w000 10 IXCEEO 19% ANO/OR CRUS JUDICIOUS APPLICATION OF EXP ALL 0IPAEIVW14S ARE IU BE VERIHED 81 THE :OMPOPi NT NIANUFACTURER, ARCHITECT, AND/Ok ifilLOiNG CONTRACTOR PRIOR TO FABRIC.ATink - Qty - 1 rA �'. miss I\Ckl�lvlt- A") 15 TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE STRUCTURE AND THE LIVE LOADS IMPOSED BY IMF. LOCAL BUILDING CODE OR 10 RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL T. CONNECTOR PLATES SHOWN ARE TRUSWAL 16. 18. ON 20 GAGE AS SPECIFIED 4117. 'DUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE 11P11 AND THE (ELS NOT SPECIFICALLY DESIGNATED ARF. TO BL FOUAt I.Y DIv10Fn. g&OENOtES (ACING REGUIRF.D OF. INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING ) 10 BE CONTINUOUSLY BRACED BY SHEATHING UNLESS OTHEPWISF. STAIEU WHERE :TLY TO THE 80TIOM CHORD. 11 SHALL BE BRACED AT INTERVALS NUI EICEFOING i ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY FRECTIO.4 TO PREVENT TOPPLING AND *DOMINOIHG' REFER TO 'BRACING W3011 TRUSSES ITPII WHERE CONTUSION MAY FXISI CONCERNING PNOPER FIIl.0 FRECIION, OCAIIDNS. CANTILEVERS, AND THE CHORDS OF 1111; TRUSS 10 PRL V(,NI IMPROPER 01. PLACED IN ANY ENVIRONMENT THAT WILL CAUSE IIIE MOISTURE CONTENT OF THE :ONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY, IS BEST OETERMINEO BY IENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY Or TRUSWAL .++" DENOTES PLATE NOT IN INVENTORY GIRDER LOADS MUST BE VERIFIED. JOIN BOTTOM CHORDS TOGETHER WITH 16d COMMON NAILS @ 7" o.c. STAGGERED FROM BOTH FACES OF 3 -PLY TRUSS. Standard UnitorfO Edadin9 (PSF1' LUMBER SPECIFICATIONS Top Chd Bottom Cho Webs 85000 NCC-LDG 12.00 0. C. 12/7/93 `'-Top Chord 2x 4. IT e1 OF -L- T- I" -A 1077- B"1= .. 0 -W 'IY =' - 64 W 2'6"40999 CA �� �� n 7 oWG� v r 3 4:1 Bot Chord'2X 6 If f2 DF -L T 2=-12403 B 2. 10509 W 3 = -1613'W 4 = 1534 3 COMPLETE"TRUSSES BC Piece 2 T 3--15385 B 3. 11762 W 5 - 493 W 6 - 4795 SPECIAL 2x 6 IF I1 DF -L T 4--16912 B 4- 15385 W 7 - -1663 W 8 - 2063 X: Web Piece 2x 4 IF STUD OF -L T 5--16884 B 5- 16912 W 9 - -118 WSO - -43 ------ WEB Piece 2 18 T 6--16884 B 6- 15285 W11 = -151 W12 - 2161 TCLL 16.0 16.0 0.00 16.00 V 2x 4 * f2 DF -L T 7--15285 B 7. 11652 W13 - -1671 W14 - 480B 14.96 18.4 TCDL 14.0 14.0 0.00 16.00 V T B=-12287 B 8- 10425 W15 - 510 W16 - 1503 0.00 •49-4 T 9=-10988 B 9= 0 W17 = -1587 W16 = 10910 0.00 0.00 -l8 4 W19 - 64 f0 BEARING REQUIREMENTS 15.43 -18.4 BCLL 96.0 96.0 7.00 43.00 V BEARING ACT. SIZE RED. SIZE LBS Top Chd Bottom Chd Webs TS 7.25 In. 1.54 In. 7144 T 1- 0.387 B 1- 0.026 W 1 - 0.006 W 2 - 0.547 TL 7.25 In. 1.53 In. 7090 T 2- 0.490 B 2- 0.709 W 3 - 0.100 W 4 - 0.157 T 3- 0.735 8 3- 0.858 W 5 - 0.050 W 6 - 0.492 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD T 4= 0.543 B 4. 0.872 M 7 = 0.113 W 8 = 0.211 Concentrated Loads LIVE LOAD ACTING NONCONCURRENTLY WITH T 5- 0.542 B 5- 0.856 M 9 - 0.008 W10 - 0.003 TOP CHORD LIVE LOAD. T 6- 0.710 B 6- 0.869 Wit - 0.010 W12 - 0.221 T 7- 0.607 B 7- 0.853 W13 - 0.113 W14 - 0.493 UNIT SHALL CONSIST OF (3) MEMBERS FASTENED T 8- 0.483 B B- 0.705 W15 - 0.052 W16 - 0.154 TOGETHER WITH 160 NAILS AT 16' OC THROUGH- T 9- 0.382 B 9- 0.026 W17 - 0.098 W18 - 0.642 Increase- 1.250 OUT FROM BOTH FACES. EACH MEMBER MUST HAVE W19 - 0.006 CONNECTOR PLATES FROM BOTH FACES OF EACH JOINT AS SHOWN. CONCENTRATED LOADS) REQUIRES ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) EQUALLY TO EACH PLY. ADEQUATE HANGER TO TRANSFER PLATING BASED ON GREEN LUMBER AT TIME EQUAL LOAD TO EACH PLY. OF MANUFACTURE. .++" DENOTES PLATE NOT IN INVENTORY GIRDER LOADS MUST BE VERIFIED. JOIN BOTTOM CHORDS TOGETHER WITH 16d COMMON NAILS @ 7" o.c. STAGGERED FROM BOTH FACES OF 3 -PLY TRUSS. Standard UnitorfO Edadin9 (PSF1' CODE SPACING DATE 85000 NCC-LDG 12.00 0. C. 12/7/93 ` ' ` T ,_-___, � IRUSWAL SYSTEMS COfiPORATION IT IS FEpESPONSIBILITY OF OIHEP1 10 ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACIUAL DEAD LOADS IMPOSEO BY THE SIRUCI URF AND THE IIVE LOADS IMPOSEO BY IHE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC' RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY . VERIFY ALL UIMEIT510" PRIOR 10 FABRICATION. CONNECTOR Pl atES SHOWN ARE IRUSWAL Ifi, 18, OR 20 GAGE. A5 $PECif IED 1AnRICA 11011 SII ALL COMPLY WITH TIFF '0UAI IIY CONTROL MANUAL' OF THE IRUSS PI ATI INSTITUTE (irll AND 1.4 TSAI. CUIIiNG Al.IUUSCDM MANUALAll PANE LS ONLY LATERAL BRACING NOT SPECIE ICALIY UESIGNAlf.n ARF ID RI IDUAIII UIVIUFfI ,I&,OENOILS 5:![IS..E L'I REOUIRF.D OF INDIVIDUAL TRUSS MEMBFRS IS NOTED ON TMS ORAMING 11-15 DESIGN ASSUMLS THE TOP CH0140 10 BE CONTINUOUSLY BRACFD BY SHEATHING UNLESS OTIFEPMISF. S'ATEU WHERE HO.A01910 CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. 11 SHALL BE BRACED AT INTERVALS NUT FFCFEDING 10'0' PF RSONS ERECTING TRUSSES ARF CAUTIONED IO Sf.EK PROFESSIONAL ADVICE REGARDING TEMPORARY F.RFCI TON BNACINI WI11 CH IS ALWAYS REOUIpEO 10 PRF:VF NI TOPPLING AND •DOMINOING RF FIR 10 •GRACING WDOn TRUSSES* E LIM NL'NT A+IY AND RECOMMENDATIONS' 11 P II WHERE. CONFUSION MAY EXIST CONCFMNING PROPER III:U FRECfION, BEARING L01, PLACE CANTILEVERS. AND II/E CHORDS OF THE 1pU5$ 10 PRC'EN7 IMPppPEp CIFARIY MJONA r1K IN TRUSSES MOISTURECONTENT MOOUATOAEXOEFD 191t51Np/ORACAUSETCONNECIOROPIATENCORPOSIONMENCATHATA. WILL ESTHE MHENCAUSE OFD THE B J110ICIOUS APPLICATION OF EXPERIENCE. ANO THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF IRUSMAL A T r u s P 1 u s Design CA �� �� n 7 oWG� v r 3 4:1 C6 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 TCLL = 16.0: TCDL = 14.O: BCDL = 12.0: 3 COMPLETE"TRUSSES REQUIRED) ALL DIMENSIONS ARE TO BE SPECIAL PLATE POSITIONING CHART Uniform Loads PLF Load Case 1 JOINT# X: Hn) Y: lin) ANGLE Initial Final Start End Dir. ------ ------ ------ ------ TCLL 16.0 16.0 0.00 16.00 V 1 56.25 14.96 18.4 TCDL 14.0 14.0 0.00 16.00 V 3 0.00 0.00 •49-4 TCLL 16.0 16.0 38.00 50.00 V 8 0.00 0.00 -l8 4 TCDL 14.0 14.0 38.00 50.00 V f0 -5?.66 15.43 -18.4 BCLL 96.0 96.0 7.00 43.00 V BCDL 144.0 144.0 7.00 43.00 V BCDL 12.0 12.0 0.00 5.00 V BCDL 12.0 12.0 45.00 50.00 V Concentrated Loads Live Dead Located BC 460.0 690.0 6.06 V BC 460.0 690.0 43.94 V Increase- 1.250 LIVE LOAD DEFLECTION BASED ON L/600 ..n 1211 O.C. 6-2-8 1 5-8-6 4-2-12 1 5-8-6 6-2-8 5-4-45-8-6 5-6-10 5-4-4 12 56105 3252 3252 4852 3252 55105 12 82445 4875 4860 7275 4860 48105 7275 4860 4875 82445 5-4-4 5-8-6 5-10-2 5-4-4 4-0-0� 5-3-12 5-8-6 4-6-4 5-8-6 5-3-12 I 50-0-0 OVERALL SPAN 7-B 1-2-0 �4-0-0 PLATE CODE SPACING DATE 85000 NCC-LDG 12.00 0. C. 12/7/93 ` ' ` T ,_-___, � IRUSWAL SYSTEMS COfiPORATION IT IS FEpESPONSIBILITY OF OIHEP1 10 ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACIUAL DEAD LOADS IMPOSEO BY THE SIRUCI URF AND THE IIVE LOADS IMPOSEO BY IHE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC' RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY . VERIFY ALL UIMEIT510" PRIOR 10 FABRICATION. CONNECTOR Pl atES SHOWN ARE IRUSWAL Ifi, 18, OR 20 GAGE. A5 $PECif IED 1AnRICA 11011 SII ALL COMPLY WITH TIFF '0UAI IIY CONTROL MANUAL' OF THE IRUSS PI ATI INSTITUTE (irll AND 1.4 TSAI. CUIIiNG Al.IUUSCDM MANUALAll PANE LS ONLY LATERAL BRACING NOT SPECIE ICALIY UESIGNAlf.n ARF ID RI IDUAIII UIVIUFfI ,I&,OENOILS 5:![IS..E L'I REOUIRF.D OF INDIVIDUAL TRUSS MEMBFRS IS NOTED ON TMS ORAMING 11-15 DESIGN ASSUMLS THE TOP CH0140 10 BE CONTINUOUSLY BRACFD BY SHEATHING UNLESS OTIFEPMISF. S'ATEU WHERE HO.A01910 CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. 11 SHALL BE BRACED AT INTERVALS NUT FFCFEDING 10'0' PF RSONS ERECTING TRUSSES ARF CAUTIONED IO Sf.EK PROFESSIONAL ADVICE REGARDING TEMPORARY F.RFCI TON BNACINI WI11 CH IS ALWAYS REOUIpEO 10 PRF:VF NI TOPPLING AND •DOMINOING RF FIR 10 •GRACING WDOn TRUSSES* E LIM NL'NT A+IY AND RECOMMENDATIONS' 11 P II WHERE. CONFUSION MAY EXIST CONCFMNING PROPER III:U FRECfION, BEARING L01, PLACE CANTILEVERS. AND II/E CHORDS OF THE 1pU5$ 10 PRC'EN7 IMPppPEp CIFARIY MJONA r1K IN TRUSSES MOISTURECONTENT MOOUATOAEXOEFD 191t51Np/ORACAUSETCONNECIOROPIATENCORPOSIONMENCATHATA. WILL ESTHE MHENCAUSE OFD THE B J110ICIOUS APPLICATION OF EXPERIENCE. ANO THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF IRUSMAL A T r u s P 1 u s Design CA �� �� n 7 oWG� v r 3 4:1 C6 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 Oty - i / Truss name - E144 3132 - i - ALL DIMENSIONS ARE TO BE VERIMEO V IM G COMPONENT MANUFACTURER, ARG IIITECT, AND11)11 IURPING CONTRACTnR PRIOR TO FABRICATI(M' i _..LUMBER SPECIFICATIONS @ Top Chd Bottom Chd Webs SPECIAL PLITE POSITIONI14G CHART 70p Cnord' 2x 4::W 01 6 BTR. DF>L 7-1-'-301.0-•8 1m •. 0 .W 1 - ','65-W 2.- -2950', - Standard-Unrform Loading (PSF) . .. . JO1NTIi -I,x::(:ni- Y: (in) ANGIE TC Piece 2 3 T 2= -3267 8 2= 2856' W"3 = -615 W 4 - 290 TCLL = 16.0: TCDL 14.0: BCDL = 10.'0: "" - @ 10 FEET O.C. 2 2x 4 IF #2 DF -L T 3- -3094 B 3- 3760 W 5 - 694 W 6 - -959 Increase - 1.250 1 56.25 14.96 18.4 Bot Chord 2x 4 IF #1 6 BTR. DF -L T 4- -4054 B 4- 3977 W 7 - 477 W 8 - -277 LIVE LOAD DEFLECTION BASED ON L/600 3 -5.69 -5.59 18.4 Web Piece 2x 4 IF STUD OF -L T 5- -4054 B 5- 3100 W 9 - 124 WIG - -480 8 0.00 0.00 -18.4 4 CALIF���\ T 6- -3678 B 6- 2856 Wil - -281 W12 - 982 10 -56.25 14.95 -18.4 a T 7- -3578 B 7- 0 W13 - -55 W14 - 290 FALSE FRAMING PLATE IS STPL 2150 T B- -3267 W15 - -615 W16 - 2950 �7-2-0 5 BEARING REQUIREMENTS T 9- -3010 W17 = 65 -11-i BEARING ACT. SIZE REO. SIZE LBS 6-5-5 9-3-10 6-3-10 4-0-0� 6-4-6 9-10-10 , 4-1-8 6-4-6 �4-0-0 TS 7.25 In. 1.50 In. 2272 TL 7.25 In. 1.50 In. 2272 Top Chd Bottom Chd T 1- 0.785 8 1- 0.153 Webs W l - 0.020 W 2 - 0.908 SINGLE MEIJIBER (1 PLY) TRUSS MAY BE USED FOR NECTION (BY OTHERS) CAPABLE OF PROVIDING T 2- 0.918 8 2- 0.708 W 3 - 0.206 W 4 - 0.089 24. O.C. SPACED TRUSSES. USE 2X4 LATERAL BRACING MEMBERS SHOWN BY IF WHERE REQUIRED. T 3- 0.552 B 3. 0.868 W 5 - 0.213 W 6 - 0.505 BRACING ATTACHED WHERE SHOWN BY (-I WITH A50DO NCC-LDG 24.00- D.C. 12/7/93 T 4- 0.715 8 4- 0.897 W 7 - 0.146 W 8 - 0.187 TWO (2) 10d NAILS EACH. H1% 0RICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY VERIFY All UINI. IJi ONS PRIOR 10 FABRICATION CONNECTOR PLAITS SHOWN ARE TRUSWAL IG• I8. OR 20 GAGE. AS SPFCIFIED r AnnIG F1on SNAIL COMPLY WITH TNF 'OUAI IIY CONTROL MANUAL' Of THE TRUSS PLATT. INSTITUTE III'11 AND IPI. TTTUSWA1 TAUSCOM MANUAL ALL PA14ILS NOT SPECIF ICALIY UESIGNA1Fn ARF 10 n1 fOUA11Y DIVIUF0 Alk, DENOTES 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 5= 0.590 B 5= 0.682 W 9 - 0.038 WIG = 0.517 SI'F CI A1. CUTTING ONLY LA IERAL BRACING NEOUIRED 01 INDIVIDUAL TRUSS MEMBFRS IS NOTEO ON THIS DRAWING IVIS DESIGN ASSUMI.S THE TOP CHORD 10 BE CONTINUOUSLY BRACFO BY SHFAT"ING UIILLSS 07HEPMISF S'ATEU WHERE I10 RIGIU CCILTUG IS APPLIED DIRECTLY TO THE WITH TWO (2) 8d NAILS. T 6- 0.533 8 6. 0.527 Will - 0.190 W12 - 0.302 EG.1 L 0 C� r 5 Y•.W �/a iii TRUSWAL SYSTEMS CORPORATION ANU RECOMMENDATIONS' ITPII WHERL CONFUSION MAY EXIST CONCERNING PROPLR FU LD FRECIION• CIFAHIY MARK INTERIOR BEARINGLOCATIONS• CANTItEVFRS• AND THE CHORDS Of THE TRUSS 10 PRE.LNI(NPROPERA AlION, TRUSSES SNAIL NOT 01: PLACED IN ANY LNVIRONMENI THAT MILL CAUSE THE MOISTURE CONTENT OF THE ISt UOU T 7- 0.491 B 7. 0.153 W13 - 0.037 W14 - 0.069 EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT C7 MASONIC CHICO / HOMEWOOD / Version 3.80 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH T B- 0.918 T 9- 0.785 W15 - 0.206 W16 - 0.908 W17 - 0.020 Or O.C. MAIOMUAA DROPPED TO THE FLAT TOP TOP CHORD LIVE LOAD. CHORD OF THE TRUSS. VERTICALS ARE TO BE THIS TRUSS IS DESIGNED USING THE ASCE ATTACHED WITH 1630 PLATES, TYPICAL 7 -BB CODE. BASIC WIND SPEED -75 MPH. GREEN LUMBER AT TIME WALLS MUST RESIST 350# USE 2X4 2 DF -L FOR OPTIONAL SUPER- 0_ QROFESSIO hql OFAMANUFACTURE STRUCTURE 8 C W/VERTICALS �p M HORIZONTAL LOAD FROM - - • EACH V. PANEL POINT. USEi 1 PLATES EXP. IIBII SOFFITT. _= ON THE VERTICALS AND A 2445 @ THE HEEL. SCISSOR B.C. MUST BE BRACED a-- -4 @ 10 FEET O.C. 2 3 7-3-2 5-1-15 , 14-7-13,Xf r3_10_0 7-3-24. 6-3-10 4-6-15 4-7-13 F.; -fn CIVIL Q. 12 4 5660 1 325 c Rib :' 485 �1(I 30.3 690 4 gTE OF 4 CALIF���\ 325 252 6-5-10 a 0-7-81.7215 2150 1-2-07-B �7-2-0 5 3282 4690 4690 3282 4852 3282 -11-1 -11-i 6-5-5 9-3-10 6-3-10 4-0-0� 6-4-6 9-10-10 , 4-1-8 6-4-6 �4-0-0 50-0-0 OVERALL SPAN OVERHANG REQUIRES A LEVEL RETURN AND CON- NECTION (BY OTHERS) CAPABLE OF PROVIDING SUPPORT FOR THE END. OF THE OVERHANG. PLATE CODE SPACING DATE A50DO NCC-LDG 24.00- D.C. 12/7/93 It 15 THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACTUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR ' " ` H1% 0RICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY VERIFY All UINI. IJi ONS PRIOR 10 FABRICATION CONNECTOR PLAITS SHOWN ARE TRUSWAL IG• I8. OR 20 GAGE. AS SPFCIFIED r AnnIG F1on SNAIL COMPLY WITH TNF 'OUAI IIY CONTROL MANUAL' Of THE TRUSS PLATT. INSTITUTE III'11 AND IPI. TTTUSWA1 TAUSCOM MANUAL ALL PA14ILS NOT SPECIF ICALIY UESIGNA1Fn ARF 10 n1 fOUA11Y DIVIUF0 Alk, DENOTES A TrusP1 us Design T SI'F CI A1. CUTTING ONLY LA IERAL BRACING NEOUIRED 01 INDIVIDUAL TRUSS MEMBFRS IS NOTEO ON THIS DRAWING IVIS DESIGN ASSUMI.S THE TOP CHORD 10 BE CONTINUOUSLY BRACFO BY SHFAT"ING UIILLSS 07HEPMISF S'ATEU WHERE I10 RIGIU CCILTUG IS APPLIED DIRECTLY TO THE ,___-_, ^ BOT70M CHORD. It SHALL BE BRACED AT INTERVALS 'JUI F. CEFOING 10''0' PERSONS ERECTING TRUSSES ARF. CAUTIONED 70 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERF CIIOv DHACING W111 CII IS At WAY5 REQUIRED 10 PRF.VFNT TOPPLING AND OOMTNOING' RFFIR TO 'BRACING -000 TRUSSES CUM.R TARY EG.1 L 0 C� r 5 Y•.W �/a iii TRUSWAL SYSTEMS CORPORATION ANU RECOMMENDATIONS' ITPII WHERL CONFUSION MAY EXIST CONCERNING PROPLR FU LD FRECIION• CIFAHIY MARK INTERIOR BEARINGLOCATIONS• CANTItEVFRS• AND THE CHORDS Of THE TRUSS 10 PRE.LNI(NPROPERA AlION, TRUSSES SNAIL NOT 01: PLACED IN ANY LNVIRONMENI THAT MILL CAUSE THE MOISTURE CONTENT OF THE ISt UOU �4 , JIIOIC IOUSX APaJICAT NO/Oi CEXPF.R IENCF.CONNECTOR ANOPLATE IHEREFORESISNOU1510FETHEWHEN SCOPENECESSARY. RF.SPON510ILITYDF'0 RTRUSWNEDgY C7 MASONIC CHICO / HOMEWOOD / Version 3.80 Oty - 1 / Truss name - E144 - ALL DIMENSIONS ARE TO BE VERIFIED Bl iFit :OMPONENT MANUFACTURER, ARCHITECT, AND/Ok 111RDING CONTRACTnP PRIOR TO FABRICATIA%' LUMBER SPECIFICATIONS. Top Cho Bottom Chd webs SPECIAL PLATE POSITIONING CHART -"Top •Chord 2x-4' W #2. OF -L- ": :• •+ :-,•° = - :T•°1-'-2611 B f-.= 0E: W':1`-. 44 •W 2 - '2653 .,.: Standard'.11niform °Loading (PSF) -... ;JOINT*., '.Y.:_(1n0•cco . YE lin) ANGLE..' TC Piece 3 T 2= -3256 B 2=' 2477 w 3 = -851 w 4 = 705 TCLL = 16.0: TCDL = 14.0;""SCOL = 10.0: ------ ------ . ------ 2x 4 IF I1 DF -L T 3- -3216 B 3- 3089 w 5 - -250 W 6 - -55 Increase - 1.250 1 56.25 14.96 18.4 Bot Chord 2x 4 W /2 OF -L T 4- -3045 B 4- 3396 w 7 - 784 w 8 - -720 LIVE LOAD DEFLECTION BASED ON L/600 4 -5.69 -5.59 113.4 Web Piece 2x 4 IF STUD DF -L T 5- -3550 B 5- 3642 w 9 - 355 WIG - -210 8 5.25 -1.75 -18.4 T 6- -3550 8 6- 3396 W11 - -210 W12 - 355 It -56.25 14.96 -18.4 T 7- -3045 8 7- 3089 W13 - -720 W14 - 764 FALSE FRAMING PLATE IS STPL T 8- -3216 B 8- 2477 W15 - -56 w16 - -250 BEARING REQUIREMENTS T 9- -3256 B 9- 0 W17 = 705 w18 - -851 BEARING ACT. SIZE REO. SIZE LBS T10- -2612 W19 - 2653 W20 - 44 SINGLE MEMBER 0 PLY) TRUSS MAY BE USED FOR T1 7.25 In. 1.50 In. 2272 TL 7.25 In. 1.50 In. 2272 Top Chd Bottom Chd webs 24" O.C. SPACED TRUSSES. USE 20 LATERAL T 1- 0.474 B 1. 0.127 w 1 - 0.013 w 2 - 0.816 BRACING ATTACHED WHERE SHOWN BY (") WITH TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD T 2- 0.599 B 2- 0.568 w 3 - 0.221 w 4 - 0.216 TWO (2) 10d NAILS EACH. LIVE LOAD ACTING NONCONCURRENTLY WITH T 3- 0.592 B 3- 0.738 w 5 - 0.127 w 6 - 0.050 TOP CHORD LIVE LOAD. T 4= 0.598 B 4= 0.820 W 7 = 0.241 W 8 = 0.772 T 5- 0.918 8 5. 0.864 W 9 - 0.109 W10 - 0.212 EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT THIS TRUSS IS DESIGNED USING THE ASCE T 6- 0.918 B 6- 0.820 W11 - 0.212 W12 - 0.109 4t" O.C. MAXIMUM, DROPPED TO THE FLAT TOP 7 -BB CODE. BASIC WIND SPEED -75 MPH. T 7- 0.598 B 7- 0.738 W13 - 0.772 W14 - 0.241 T 8- 0.592 B 8- 0.568 W15 - 0.050 W16 - 0.127 CHORD Of THE TRUSS. VERTICALS ARE TO BE PLATING BASED ON GREEN LUMBER AT TIME T 9- 0.599 B 9- 0.127 W17 - 0.216 WSB - 0.221 ATTACHED WITH 100 PLATES, TYPICAL OF MANUFACTURE. TSO- 0.474 W19 - 0.816 W20 - 0.013 EXP. "B" USE 2X4 02. DF -L FOR OPTIONAL SUPER- QROFES&O WALL MUST RESIST 350# STRUCTURE D.C., W/VERTICALS @ EACH ��O ME �F PANEL POINT. USE;�IPLATES ON ��`� �`t�� HORIZONTAL LOAD FROM THE VERTICALS AND A 2445 @ THE SOFFITT. HEEL. SCISSOR B.C. MUST BE BRACED @ IO FEET O.C. 15-1-12 ,4-11-0 6-3-8 , J -1-q , 5-6-0 , ` 5-6-0 -1-1 6-3-8 4-11-0 5-1-12 12 4 C�_- 5650 325 . **3252 rtr 3 2 ;660 qlE 4852 4852 12 Q 4 7-1-10 325 252 0-7- 7215 L2�150 �7-8 1-2-0 f-2-0 I--Q24�15 3275 3252 4690 3252 3252 4890 3252 3275 83445--4 3 11-15 3 11-15 5-6-0 6-5-4 6-5-4 5-6-0 , 4-0-0� '4-3-01 5-0-12 ` 6-3-6 5-D-12 4-3-0 0-0 1 50-0-0 OVERALL SPAN OVERHANG REQUIRES A LEVEL RETURN AND CON- NECTION (BY OTHERS) CAPABLE OF PROVIDING SUPPORT FOR THE END OF THE OVERHANG. PLATE CODE SPACING DATE 85000 NCC -LOG 24.00' O.C. 12/7/93 A TrusPlus Design IDWG, CA 341L04? 36 l C8 MASONIC CHICO / HOMEW000 / Version 3.80 I6OA0.\ T ,_____, SYS7��cc Ya.W IRUSWAL SYSTEMS CORPORATION Ali i)WHISIONS ARE TO BE S THE RESPONSIBILITY OF 01 AL DEAD LOADS IMPOSED BY I OnICAL CLIMATIC RECORDS. NSIONS PRIOR TO IABRICAI [CAI 10" SHALL COMPLY W11 1nUSWA1. TPUSCOM MANUAL ALL SPF. CIA1. CUIT,NG ONLY LATERAL THIS OESIGM eSSUMF.S THE TOP CM NO RIGID CEILING IS APPLIED DI 10'.0' PFRSONS EnECIING TAUS BIIACING WHICH IS ALWAYS REOUIP C LTMMFNTAIIY ANU RE(;OMMF.NDAT IONS CI f 1111 V MARK INIF.RIOR STARING INST ALLAIION, TRUSSES SHALL W WOOL) TO IxCEEO 191 ANO/OR CRUS JUnICIOUS APPI ICAIION OF EXF (IED R1 " OtY - 1 / Ti Co ;OfdPONENT MANUFACTURER, AIt€NITECT, An910k ;!WILDING CONTRACTOR PRIOR TO FABRICATION- IS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS 0 SIRUCTUAL AND WE LIVE LOADS IMPOSED BY THE 10 RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL 1. CONNECIOR PLATES SHOWN ARE IRUSWAL 16. IB. OR 4 n. 'OUALIIY CONTROL MANUAL' OF THE TRUSS PLATE 1F.LS NOT SPECIFICALLY DESIGNATED ARE 10 BF: EOUA IACING REOUIRF.D OF INDIVIDUAL TRUSS MEMBERS IS 1 10 BE CONTINUOUSLY BRACFO BY SHFATHING UNLESS :TLY TO THE BOTTOM CHORD. 11 SHALL BE BRACED AT ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARI 10 PnF.VFNT TOPPLING AND 'DOMINOING' RFFFR TI (1PU WHERE CONTUSION MAY EXIST CONCF14NING .00AIIONS, CANTILEVFRS. AND THE CHORDS OF THE TRU' BF; PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE 'ONNECIOR PLATE CORROSION, CAMBER. WHEN NECESSAP IENCF. AND THEREFORE IS OUTSIDE THE SCOPE OF REST Is name - E144 / 3/32 QF MFEI OR EXCEED THE L BUILDING CODE OR RACY. VERIFY ALL GF. AS SPECIFIED, TOTE ITPII AND THE VTOE0. Ak� DENOTES 0 ON THIS DRAWING ISF S+ATEU WHERE VALS 401 E+CEFOI4G EMPORARY FRFCIIO4 CING -000 TRUSSES I If;.O (RECTION, PREVENT IMPROPER URE CONTENI OF THE BEST DETEPMINED BY LUMBER SPECIFICATIONS Top Chd Bottom Chd Webs ,SPECIAL POSITIONINGRT Top Chord 2x•4 W'f2 DF -C- '.''"':. _..: °' 7:..1-=-2613 B. f-:.' :.'0'•W' f - 44'W 2-'2653 1 .. Standard.Unif.orm Loading (PSF) JOINT#w:PX:>ITT.), UIMAMC14SION5 PAID ' ` ' ` TC Piece 3 T'2=•-3256 B 2= 2477 W 3 = -851 W 4 = 705 TCLL = 56.0; TCDL"'='14.0: BCDL = 10.0; ------ --------•--- •-•'- 2x 4 W Tff 6 BTR. DF -L T 3- -3126 B 3- 3089 W 5 - -230 W 6 - -154 Increase - 1.2501 56.25 14.96 18.4 TRUSWAL SYSTEMS CORPORATION Bot Chard 2x 4 W #2 OF -L T 4- -2962 B 4- 3218 W 7 - 676 W 8 - -508 LIVE LOAD DEFLECTION BASED ON L/600 11 -5.69 -5.59 18.4 WeD Piece 2x 4 IF STUD DF -L T 5- -3259 B 5- 3218 W 9 - 89 Wf0 - 89 7 5.25 -1.75 -18.4 T 6- -2962 8 6- 3069 Wit - -508 W12 - 676 f0 -56.25 14.96 -18.4 T 7- -3126 B 7- 2477 W13 - -154 Wf4 - -230 FALSE FRAMING PLATE IS STPL T 8- -3255 B B- 0 W15 - 705 W16 - -851 BEARING REQUIREMENTS T 9= -2611 W17 = 2553 W18 = 44 BEARING ACT. SIZE REO. SIZE LBS SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR T1 7.25 In. 1.50 In. 2272 TL 7.25 In. 1.50 In. 2272 Top Chd Bottom Chd T 1- 0.474 B 1- 0.127 Webs W 1 - 0.013 W 2 - 0.816 24" O.C. SPACED TRUSSES. USE 2X4 LATERAL T 2- 0.965 B 2. 0.626 W 3 - 0.221 W 4 - 0.216 BRACING ATTACHED WHERE SHOWN BY (-I WITH BRACING MEMBERS SHOWN BY w WHERE REQUIRED. T 3- 0.925 B 3. 0.817 W 5 - 0.117 W 6 - 0.083 TWO (2) 10d NAILS EACH. T 4- 0.790 B 4- 0.893 W 7 - 0.208 W 8 - 0.278 1X4 CONTINUOUS LATERAL BRACING ATTACHED T 5= 0.866 B 5= 0.893 W 9 - 0.027 W10 = 0.027 WITH TWO (2) Bd NAILS. 7 6- 0.790 B 6- 0.817 W11 - 0.278 W12 - 0.208 EXTENDED TOP CHORD REQUIRES 2X1 VERTICALS AT T 7- 0.925 B 7- 0.626 W13 - 0.083 W14 - 0.117 4rO.C. MAXIMUM, DROPPED TO THE FLAT TOP TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH T 8- 0.965 6 B- 0.127 T 9- 0.474 W15 - 0.216 W16 - 0.221 W17 - 0.816 W18 - 0.013 CHORD OF THE TRUSS. VERTICALS ARE TO BE TOP CHORD LIVE LOAD. ATTACHED WITH 1630 PLATES, TYPICAL THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. USE 2X4 #2 DF -L, FOR OPTIONAL SUPER- PLATING BASED ON GREEN LUMBER AT TIME WALL MUST RESIST 350# STRUCTUREB.C., W/VERTICALS @ EACH RaFES$JO �Q Nq� OF MANUFACTURE. HORIZONTAL LOAD FROM ON PANFF EVERTI ALS Mfss•� ll EXP. B THE AND A 2A @TTHEES yQ� SOFFITT. HEEL. SCISSOR B.C. MUST BE BRACED @ 30 FEET O.C. 982 5-1-12 5-11-0 7-5-4 6-11-0 5-1-12 /9 5-6-0 ' 15-6-0 12 4 � 5660 3252�,,y. w+ 325 5660 l civit. Alf 4852 4852 12 4 OF CAL15 7-9-10 325 252 IF a 0-7-721 61 2150 7-B 1-2- 0 1-2-0 5 3275 -31-1 3252 4890 3252 4890 3252 3275R 4445 3 11-15 4-0-0�34 0 E -- OVERHANG REQUIRES A LEVEL RETURN AND CON- NECTION (BY OTHERS) CAPABLE OF PROVIDING SUPPORT FOR THE END OF THE OVERHANG. PLATE CODE SPACING DATE R5000 NCC -LOG 24.00' O.C. 12/7/93 A TrusPlus Design DWG. CA 341L04? 37 C9 MASONIC CHICO / HOMEWOOD / Version 3.80 5-6-0 . 7-7-0 7-0-12 17-7-0 50-0-0 OVERALL SPAN If IS THE RESPO ACTUAL DEAD LOA HISTORICAL CLI UIMAMC14SION5 PAID ' ` ' ` TRICATION sit AUSCOM SPF..CIAI. CUI TING I0USWAI iCEILIN TT�,U,SwAL 11415 OESIGN ASS n0 RIGID CF.ILIN 10'0' PERSON SWEMCOMMFI+fAFIY ANHI O TRUSWAL SYSTEMS CORPORATION INSIALLAIJON.IN WUOU TO EXCEF.O JUDICIOUS APPII ALL UIMLNJIUNJ AHL fO BE VERIFIED V IK IF MPONENT MANUFACTURER, AWITECT, AND/Ok 1110ING CONTRACTnR PRIOR TO FABRICATION • 7-0-12 .4-3-0 5-6-0 14-0-0 ISIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE IS IMPOSED BY THE. STRUCTURE. AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR IATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL I TO FABRICATION. CONNECIOR PLATES SHOWN ARE TRUSWAL 16. 18. OR 20 GAGE. AS SPECIFIED ill COMPLY WITH THF. 'nUAI ITY CONTROL MANUAL' Of THE TRUSS PLATE TNSTITUIE IFPII AND THE MANUAL, ALL PANELS N01 SPECIFICALIY IIESIGNATEn ARF TO RE FOUAIII OIVIDfn. Alk. DENOTES ONLY IAIEHAl BRACING REOUIRFO OI' INDIVIDUAL TRUSS MF.MBF.PS IS NOTED ON IRIS DRAWING IM/.5 THE TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHFATHING UNLESS OTHEPWISF S`AIEU WHERE i 15 APPLIED DIRECTLY 10 THE BOTTOM CHORD. 11 SHALL BE BRACED Al INTERVALS NUT F.KCEFOING I ERECTING TRUSSES ARF CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION ALWAYS REOUIREO 10 PTIF.VENT TOPPI ING AND DOMINOING' RFFfR TO *BRACING WOOD TRUSSES IE COMMFNDATIONS' ITPII WITT At CONFUSION MAY EXIST CONCFNF+ING PROPER IIh U ERECTION. 'FAIOR BEARING lOCA110NS. CANTREVFRS. AND THE CHORUS OF THL TRUSS IO PPL'EMI IMPROPER 'PUSSES SHALL 1401 01. PLACED IN ANY ENVIRONMENT THAT WILL CAUSE 111E MOISTURE CONIENT OF THE 19% ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED BY .AIION OF EXPERIENCE AND IHERLFORE IS OUISIOE THE SCOPE OF RESPONSIBILITY OF TRUSWAL Oty - f / Truss name - E144 / 3/32" - 1' LUMBER SPECIFICATIONS Top Cho Bottom Cho Webs SPECIAL PLATE POSI.TIONING CHART Tc: Cnord'2x'4 W42 DF' -L .' ::-. .L` T 1- ^-342 B I- . 0 W"7:'65. w 2 -'.335:: .:.::;. Stantlard'Uniform:Loading (PSF). :'-;:JOINTf.:..' Y:ilin''.-:::: Y:'lanl ANGLE " Bot.Cncrd 2x 4 W I2 DF -L"" T 2= '0.8'2= 325 28:'W a = -476 TCLL = 16.0: TCDL = 14.0::.BCOL = 10.0: t:::::.r`r-; _'::`+^----- � ;'------ ----- web-Piece 2x 4 W STUD DF -L W 5._•... 309 Increase - 1.250 f: 54.70 14.55 18.4 LIVE LOAD DEFLECTION BASED ON L/600 FALSE FRAMING PLATE IS STPL Top Cho Bottom Chd webs T 1- 0.413 B 1. 0.178 W 1 - 0.020 W 2 - 0.103 BEARING REOUIREMENTS T 2- 0.414 B 2. 0.235 w 3 - 0.006 W 4 . 0.316 BEARING ACT. SIZE REO. SIZE LBS w 5 0.095 T1 7.25 In. 1.50 In. 774 TL 3.00 In. 1.50 In. 1074 ENO VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WINO SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. °B11 ALL BEARINGS SHOWN ON THIS DRAWING ARE LOAD BEARING. SHIM OR WEDGE IF NECESSARY TO ACHIEVE FULL BEARING. B-572 USE 2x4 #2 or BTR FOR OPTIONAL SUPER- STRUCTURE B.C., W/VERTICALS @ EACH PANEL POINT. USE (5)-16 GA STAPLES ON THE VERTICALS AND A 2445 @ THE HEEL. SCISSOR B.C. MUST BE BRACED @ 10' o.C. 7-3-2 4-11-14 ' OVERHANGS OVER 3111 MUST BE SUPPORTED 3-11-15 4-11-14 4-0-0� 6-4-6 12-3-0 OVERALL SPAN PLATE CODE SPACING 85000 NCC -LOG 24.00' O.C. A TrusPlus Design OWGI CA M2 M2 DATE 1/7/94 007 Moj2 07 MASONIC CHICO / HOMEWOOD / Version 3.80 10-8 9-0 gROFESS/pN, d. MESS r4l � I A- Anh4non CIVIL OF CALI "IS THE PESPONSI BILITY OF OTHERS TO ASCERTAIN THAI THE LOADS UTILIZED ON THIS DESIGN MEET OR E?CEEO THE ACTUAL OE AD LOADS IMPOSED BY THF STAUC TURF. AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR H ISTOnICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY VERIFY ALL DIMENSIONS PP TOR To FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSMAL 16. IB. OR 20 GAGE AS SPECIFIED FARRICA T lo" $HALL COMPLY WITH INF. 'DUALITY CONIROL MANUAL' OF THE TRUSS FLAIL INSTITUTE ITPII AND THE T lnu$wq inUSCOM MANUAL ALL reN0.5 NOT SPECIFIGLIr DESIGNATED ARE BT FOUAt]Y DI vi UEO DENOTES THIS AL CGN ASS . ONLY lt1ENAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBFNL IS NOTED ON ITIS DRAWING STI$ DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY DBRACFOIVIDU BY RUSS ITNG UNLESS OIrOTEISF SIMIEU WHERE NO RIGID CEILING IS APPLIED DIRECTLY i0 THF BOTTOM CHORD. 11 SMALL BE BRACED AT INTERVALS 'JUT EICEFOING 10'-0' PFRSONS EPECTING TRUSSES ANF. CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORAPT FAFL•TION _-_, Y -•W 01HACING WHICH IS ALWAYS RE OUIRED 10 PRF.VFNI TOPPLING AND DOMTNOING' RIFIR TO 'BRACING wODD TRUSSES' La j�7 CUMMENTAII'T ANU RECOMMF.NDATIONS' ITPII WIIFRF CONFUSION MAY EXIST COHCFRNING PROPER FIILU FRECIION, Cl EAl11Y McRr INTERIOR BEARING LOCATIONS, CANIIIEVFRS, AND 114E CHORDS OF Irl: ]PUSS 10 PREVENT IMPROPER TRUSWAL SYSTEMS CORPORATION INSIALLAIIDN, TRUSSES SHALL N01 BE PLACED IN ANY ENVIRDNMENI THAT WILL CADS[ TFrE MOISTURE CONTENT OF THE WOOD TO fYC[F.0 191 ANO/OR CAUSE CONNE CION PLATE CORn05I0N. CAMBF. R, WHEN NESE SSeRY, 1$ BEST DETERMINED BY JUDICIOUS APrIIGTION OF EKPFRIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSwAL Oty - 1 Truss name - At DIM6N£IONS ARE TO BE VERIFIED b THE :OMPONENT MANUFACTURER, ARCHITECT, AND, % "11LOING CONTRACTOR PRIOR TO FABRICATIOk LUMBER SPECIFICATIONS Tap Cho Bottom Chd Webs" PLATE POSITIONING CHART Top CnOrd •2x'4 K t2 DF -L ... ... -�:T� �1a --342 8'1>' 0. W ±'. _. 65.W 2 - ".-335• Standard Uniform'L'oadlnq. (PSF.) JO1NTi.�_ .±::_(ITi!^ Y: (in) .ANGLE ' Bot Chord 2x 4 K /2 DF -L .:-A"_. 'rT' 2°•-- 0 B 2= "325 W .i = 28 W 4 -416 - ':i TCLL - 16.0; TCOL �:c14.0; BCDL-- 10:0: ------ ------ ------ ------' Web Piece 2x 4 K STUD DF -L W 5 - 309 Increase - 1.250'. 1 54.70 14.55 18.4 LIVE LOAD DEFLECTION BASED ON L/600 FALSE FRAMING PLATE IS STPL _ Top Chd Bottom Cho Wens T 1- 0.413 B 1. 0.176 W 1 - 0.020 W 2 - 0.103 BEARING REGUIREMENTS T 2- 0.414 B 2. 0.235 W 3 - 0.000 W 4 - 0.316 BEARING ACT. SIZE REG. SIZE LBS W 5 - 0.095 T1 7.25 In. 1.50 In. 774 TL 3.00 In. 1.50 In. 914 END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-90 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. "B" USE 2x4 r2 DF -L FOR OPTIONAL SUPER- STRUCTURE B.C. W/VERTICALS @ EACH PANEL POINT. USE (5)-16 GA STAPLES ON THE VERTICALS EXCEPT AS SHOWN. B.C. MUST BE BRACED @ 10' G.C. 7-3-2 4-11-14 OVERHANGS OVER 3111 MUST BE SUPPORTED 4-0-0Ll 6-4-6 12-3-0 OVERALL SPAN PLATE CODE SPACING DATE R50DO NCC-LDG 24.00' O.C. 1/7/94 A TrusPlus Design DWG, CA oe7 Q-32 08 M2A MASONIC CHICO / HOMEWOOD / Version 3.BO 10-8 9-0 QROFESS/oNq L. M ESS F AAA �� dlr C1V11. a�Q. OF CAL1E0� * // It IS 'HE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MFET OR EYCEEO THE ACTUAL OF. AD LOADS IMPOSED BY 111E SI RUCI URE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILOING COOL OR F11 ST On IC AL CLIMATIC RECORDS. NO RF-SPONSIBILITY 15 ASSUMED FOR OIMFNSIUNAL ACCURACY VERIFY ALL I MLTFSIONS PRIOR l0 FABRICAIION. CONNECTOR PLATES SHOWN ARE TRUSWAL 16• IB. OR 20 GAGE AS SPECIFIED F AO11 ATION r1A1.L COMPLY MIIH HTF 'OUAI.ITY CONTROL MANUAL' OF 111E TRUSS PLATE. INSTITUTE TYPE) AND TFTE I RIISWAI 1RU$COM MAFATAL. ALL PA NF LS NOT SPECIF ICAIIY UE $IGHe iF.O ARE lO OT EOUAIII DIVIDE() � OE NOTE$ T SI'ECIAI. CUIT:NG ONLY LATERAL BRACING HLOUIRF0 OF INDIVIDUAL TRUSS MLMBF115 IS NOTED ON NITS DRAWING NITS DESIGN ASSUMES THE TOP CH090 TO BE CONTINUOUSLY BRACFO BY SHFAIIIING UNLESS OTHERWISE` Si ATEU WIIERE '10 RIGID CEILING IS APPLIED DIRECTLY t0 THE 001104 CHORD. 11 SHALL BE BRACED AT INTERVALS 'JUT EICEFOING 10'-0• PERSONuSWALS ERECTING TRUSSES ARF. CAUTIONED TO SEEK PROFESSIONAL AOVICF RLGAROING TEMPORARI FRFClIO.•J ,_-__-, �J��r"C OIIACING WIIICH IS ALWAYS REOUIREO 10 PREVFNT TOPPLING AND DOMINOING' RFFIR 10 BRACING MOOD TRUSSES �7 i �7i EMS COMMV.NTAIIY ANDAECOMMFNDATIONS' ITPII WHERE CONFUSION MAY EXIST CONCFHNING PROPLR FI[!U ERECTION. CI(AFTIY MARK INTERIOR BEARING LOCATIONS. CANTIEF.VFRS• AND THE CHORDS OF THE. TRUSS TO PREVENT IMPROPER TRUSWALSYSTEMS CORPORATION IFJSIALLe11OFJ. TRUSSES SHALL NOT BE. PLACED IN ANY LNVIRONMENI THAT WILL CAUSE TIIE MOISTURE CONTENT OF THE 0WDOC 10 EFC"0 19t ANn/OR CAUSE CONNECTOR PLATE CORROSION, CAMBER, WHEN NECESSARY, IS BEST DEtERMINEO BY JUDICIOUS APPS O F ON OF EKPE RIENCE AND IHE REFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF iRUSWAL 2 ItLL IAMENYUNS ARE BE VERIrItU 01 TW :OMPONENT MANUFACTURER, ARCHITECT, AN0/0F 111101NG CONTRACTOR PRIOR TO FABRICATIOb - Oty - 1 / Truss name - LUMBER SPECTFICATIONS Top Cho Bottom Cho Webs SPECIAL PLATE POSITIONING CHART Top Cnord.2r 4'"* 12T f- -342'8]'- 0 •W Y-:.:. .55. W.2 -'.336: :: :. Standard Uniform:Goading (PSE) J01NT�. ._.:.:I±•• ;'__:.y: I±nl ANGLE. Bot Chord 2x 4 .x..02 DF -L ^ r T 2= 0 B 2= 325. -W 3 = 28_.h' < _. :.,?-4116 TOLL' _' 16.0; TCOL = 14.0: BCDL = 10..0P Web Piece 211 4"*_'STUD DF -L W 5 - 309 _ Increase a 1.250 1 54.? 14.55 18.4 LIVE LOAD DEFLECTION BASED ON L/600 FALSE FRAMING PLATE IS STPL Top Chd Bottom Cho Webs T 1� 0.413 B 1: 0.178 W f - 0.020 W 2 - 0.103 BEARING REQUIREMENTS T 2: 0.414 B 2� 0.235 M 3 - 0.008 M 4 - 0.316 BEARING ACT. SIZE REG. SIZE LES W 5 . 0.095 T1 7.25 In. 1.50 In. 774 TL 3.00 In. 1.50 In. 754 ENO VERTICALS ARE DESIGNED FOR AXIAL USE 2x4 #2 or BTR FOR OPTIONAL SUPER - LOADS ONLY. STRUCTURE B.C., W/VERTICALS @ EACH TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD PANEL POINT. USE (5)-16 GA STAPLES ON LIVE LOAD ACTING NONCONCURRENTLY WITH THE VERTICALS AND A 2445 @ THE HEEL. TOP CHORD LIVE LOAD. SCISSOR B.C. MUST BE BRACED @ 10' D.C. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED7_3_2 OVERHANGS OVER 3111 TO BE SHEATHED OR RESTRAINED BY OTHERS. MUST BE SUPPORTED PLATING BASED ON GREEN LUMBER AT TIME 4-11-14 OF MANUFACTURE. EXP. "B1T T 12 QROFEssroy 7-1-R 0-7-8 1-2-0 4-0-0L, PLATE CODE SPACING R5000 NCC-LDG 24.00' O.0 3-11-15 1 1 1 4-11-14 6-4-6 12-3-0 OVERALL SPAN DATE 1/7/94 A TrusPlus Design DWG, CA 007 MO -32 09 M2B MASONIC CHICO / HOMEWOOD / Version 3.60 /111► T ►VA��WA SYSTEMS iRUSWAL SYSTEMS CORPORATION NLL Ulm[n.31UlaJ RKL IU fit VLWItU UT IMT :OMPONENT MANUFACTURER, ARCHITECT, AND/11F 1 ` WILDING OOMTUCTOR PRIOR 10 FABRICATION - IT is �A M ESS F; 10 5-10-8 _civil. OF CAL) 9-0 IBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MFEI OR EXCEEO THE IMPOSED BY 111E STRUCTURE AND THE [TV[ LOADS IMPOSED BY THE LOCAL BUILDING CODE OR TC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY VERIFY ALL 10 TAB ICAIION. CONNECIOR PLATES SHOWN A14E TRUSWAL 16. 18. OR XO GAGE. AS SPECIFIED L COMPLY WITH TNF. 'RUAI IlY CONTROI. MANUAL' OF 111E TRUSS PLATE INSTITUTE TTPII AND IFIL 1 n11PECSWA1 TnUSCOM MANUAI. ALL PANELS NOT SPEC IF ICALIY UESIGNAlf.O Ant TO RI FOUAII_Y UIVIUFN Ab,DENOTES SIAL CUTTING ONLY LA IERAL BRACING REOUIRF.D 01 INDIVIDUAL TRUSS MF.MHFI15 IS NOTED ON THIS DRAWING THISDESIGN ASSUMES THE TOP CHORD 10 BE C0N11NU0USLY BRACED BY SHFAUIING UNLESS OTHERWISE STATED *HER!. NO RIGID CEILING 15 APP, fEO DIRECTLY TO THE BOTTOM CHORD. IT SHALE BE BRACED AT INTERVALS NOT F.XCEFO MG 10'.0' PF HSONS EnEC TING TRUSSES AHF CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORART EnFCIIO.4 OTIe I'ITI� WIH CII ES ALWAYS REOUIRED TO PREVENT TOPPLING AND 'DOME NOING• aTlin t0 'BRACING WOOD TRUSSES L'OMMF.NTAnt eNU RE C0 1. ATIONS• IIP 11 WRERE CONFUSION MAY EXIST CONCFHNING PROPLR FI,1.0 ERECTION. CIFANTI MARY, INTERIOR BEARING LOCATIONS. CANTILEVFRS. AND THE CHORDS OF THL TRUSS TO PRE'�F.NT IMPROPER INSI ALL AI IDN. TRUSSES SHALL NOT 81. PLACED IN ANY ENVIRONMENT THAT WELL CAUSE. THE MOISTURE CONTENT OF THE WOODTO EXCEED 191 AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST OEIFRMINEO BY JIIO ICIOUS APPI ICA T ION OF F.XPFRIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF IRUSWAL Oty - 1 / Truss name LUMBER SPECIFICATIONS Top Chord 2x.4.1 12 DF -L - Bb --Chord 2x 4 A $2 DF -L Web Piece 2x 4 M STUD OF -L BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 71 7.25 In. 1.50 In. 774 TL 3.00 In. 1.50 In. 594 END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. "B° Top Cho Bottom Chtl 85000 NCC-LDG 24.00- D.C. 1/7/94 ..Webs IT IS tHE RESPONSIBILITY OF OTHEPS 10 ASCERIAIN THAT THE LOADS UTFL12E0 ON THIS DESIGN 1.111 OR E%CEEO THE ACTUAL DEAD LOADS IMPOSED BY THE SIRUCIURF• AND THE IIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HIS10n1[el CL IMAIIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMFNSIONAL ACCURACY, VERIFY ALL UI MF,N51ONS PRIOR 10 FABRICATION, CONNECIOn PLAIF,S SHOWN ARE TRUSMAL 16, 16. OR ZO GAGE AS SPECIFIED FABRICATION SHALL COMPLY WITH 11+F 'DUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSIITUIE (TrIt AND IRE InUSWAL TPUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNAlEO ARE 10 B! FOUAI LY OIVIDFn. � DENOTES eI IG LASS ONLY LATERAL BRACING REOUIRED OF INDIVIDUAL TRUSS SHFA MEMBENS S HOPED ON INIE ORAWHER THIS DESIGN ASSUMES THE TOP CHORD t0 BE CONTINUOUSLY CHORD. BY HALL B B UNLESS OINTERVAL S'ATEU F0111 10 RIGIU CE IL IIJG IRECPPiG T DIRECTLYPLY 10 THE BOTTOM CHORD. I1 SMALL BE BRACED Al INTERVALS 'JUT EFAF.FDING 10'-0' 04ICH IS ELECTING TRUSSES TRF. CAUTIONED 10 SEEM PROFESSIONAL OI CDVICE REGARDING 'B ACING WOO TRESSES- RFING TO BRACING LDOD TRUSSES - BReCING MIH AN IS ALWAYS REQUIRED PI PREVENT TOPPLING AND DOEXISTNCONCERNING CUMMENIALY AND RECOMMENDATIONS* (TPII Ml1EgE CONFUSION MAY EXIST CONCF RN IIJG PROPER FULD FRESlION, CI FCniv MAR-, TNI F,RIOR BEARING LOCATIONS, CANTIIEVFRS• AND THE CHORDS OF PHI, TRUSS 10 PREVENT IMPROPER NJSTALLAIION. TRUSSF,S S11A1.1. NOT BE PLACLO IN ANY ENVIRONMENT THAT MITA CCUS1: 111E MOISTURE CONTENT pF IME MUOU PU IYCLFO 19% AND/On CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY, IS BEST OFIEgMINEO B% JUDICIOUS APPI ICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL A TrusPlus Design SPECIAL PLATE POSITIO14ING CHART M2C MASONIC CHICO / HOMEWOOD / Version 3.80 Oty - 1 rues name - - T .1- •-345 8 1- 0 N:1 -.:.:_ 65 W 2 - .338 . Standard Uniform'Loading (PSF) :JOINT*.,.r•: :tar;_.. (ln) ANGLE _ T.2= 0 B>2- 327 YP3-="- 29 W 4 = -418 TCLL - 16.0: TCDC-E..:14.0: BCDL-= 10.0: :------ ------ ----------_=' M 5 309 Increase - 1.250 1 54.70 14,55 18.4 LIVE LOAD DEFLECTION BASED ON L/600 FALSE FRAM114G PLATE IS STPL Top Cho Bottom Cho Webs T 1= 0.413 B 1. 0.178 M 1- 0.020 W 2 0.104 T 2- 0.414 B 2- 0.235 W 3- 0.008 W 4 0.315 W 5 - 0.095 USE 2x4 #2 or BTR FOR OPTIONAL SUPER- STRUCTURE B.C.. W/VERTICALS @ EACH PANEL POINT. USE (5)-16 GA STAPLES ON THE VERTICALS AND A 2445 @ THE HEEL. SCISSOR B.C. MUST BE BRACED @ 10' D.C. 7-3-2 4-11-14 OVERHANGS MUST BE SUPPORTED 4-0-0� 3-11-15 4-11-14 6-4-6 T 12-3-0 OVERALL SPAN 10-8 9-0 PLATE CODE SPACING DATE 85000 NCC-LDG 24.00- D.C. 1/7/94 ' ' ` A. TTHISI r'fc __-� ENI$ I& 1RUSWAL SYSTEMS CORPORATION IT IS tHE RESPONSIBILITY OF OTHEPS 10 ASCERIAIN THAT THE LOADS UTFL12E0 ON THIS DESIGN 1.111 OR E%CEEO THE ACTUAL DEAD LOADS IMPOSED BY THE SIRUCIURF• AND THE IIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HIS10n1[el CL IMAIIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMFNSIONAL ACCURACY, VERIFY ALL UI MF,N51ONS PRIOR 10 FABRICATION, CONNECIOn PLAIF,S SHOWN ARE TRUSMAL 16, 16. OR ZO GAGE AS SPECIFIED FABRICATION SHALL COMPLY WITH 11+F 'DUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSIITUIE (TrIt AND IRE InUSWAL TPUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNAlEO ARE 10 B! FOUAI LY OIVIDFn. � DENOTES eI IG LASS ONLY LATERAL BRACING REOUIRED OF INDIVIDUAL TRUSS SHFA MEMBENS S HOPED ON INIE ORAWHER THIS DESIGN ASSUMES THE TOP CHORD t0 BE CONTINUOUSLY CHORD. BY HALL B B UNLESS OINTERVAL S'ATEU F0111 10 RIGIU CE IL IIJG IRECPPiG T DIRECTLYPLY 10 THE BOTTOM CHORD. I1 SMALL BE BRACED Al INTERVALS 'JUT EFAF.FDING 10'-0' 04ICH IS ELECTING TRUSSES TRF. CAUTIONED 10 SEEM PROFESSIONAL OI CDVICE REGARDING 'B ACING WOO TRESSES- RFING TO BRACING LDOD TRUSSES - BReCING MIH AN IS ALWAYS REQUIRED PI PREVENT TOPPLING AND DOEXISTNCONCERNING CUMMENIALY AND RECOMMENDATIONS* (TPII Ml1EgE CONFUSION MAY EXIST CONCF RN IIJG PROPER FULD FRESlION, CI FCniv MAR-, TNI F,RIOR BEARING LOCATIONS, CANTIIEVFRS• AND THE CHORDS OF PHI, TRUSS 10 PREVENT IMPROPER NJSTALLAIION. TRUSSF,S S11A1.1. NOT BE PLACLO IN ANY ENVIRONMENT THAT MITA CCUS1: 111E MOISTURE CONTENT pF IME MUOU PU IYCLFO 19% AND/On CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY, IS BEST OFIEgMINEO B% JUDICIOUS APPI ICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL A TrusPlus Design DWG• CA U U7 M 0 j 2 M2C MASONIC CHICO / HOMEWOOD / Version 3.80 Oty - 1 rues name - - ALL DIMENSIONS ARF TO BE VERIFIED 0 TW :OMPONENT MANUFACTURER, ARCHITECT, ANDi% " 3UIU)ING CONTRACTOR PRIOR TO FABRICATION ` LUMBER SPECIFICATIONS TOD Chord 2r. 4 W t2, DF -L - Bot Chord 2x 4 W 02' DF -L: ' .....,... Web Piece 2x 4 W STUD DF=L Top Cho Bottom Chd 85000 NCC-LDG 24.00' D.C. 1/7/94 Webs..-._ II IS HTE RESPONSIBILITY OF OTHERS In ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACluel DEAD LOA05 IMPOSED BY THF. SIRUC IUR[. AND THE IIVF. I.OADS IMPOSED Bl IMF LOCAL BUILDING CODE On HISIOnIC CLIMATIC RECORDS. NO PF.SPONSIBILITY IS ASSUMED FOR GIME NSIDNAI. ACCl1RAf.Y, VERIFY 4L UIMLr ,I0r15 PRIOR TO FABRICATION, CONNECT 11 PLATES SHOWN ARF. 1RUSWAL 16. IB• OR 20 GAGE AS SPECIFIED. FARRICAIION SHAI.L COMPLY Willi THF 'QUAL 11Y CONTROL MANUAL OF THE TRUSS PLATE INSIIIUTE ITPII AND THE IRUSWAt TDUSCOM MANUAL ALL PANELS NOT SPCCIF ICALIY (IESIGHA1F.n AnF TO 01 FOUAIII DIVIDE n. � DINOIES SPFCIAI. CUTTING ONLY LAIEIIAL BRACING REGUIRFO Of INUIVIDUAL TRUSS Mf.MBFFI' IS NOTED ON 1HIS OnAMING n'Is UF. SIGN eSSUMTS THE TOP CHOHD TO BE CONIINUOUSII BRACED BY SHFATHING UNLLSS OTHERWISE S'ATEU WMERF np RIGID CEILING IS APPLIED OIRF:CILY TO THE BOTTOM CHORD. I1 SHALL BE BRACED Al IN tERV AlS NUT EACEFOING 10' 0' PERSONERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERFCIION ONAC111G WHICH IS ALWAYS A OUIRED 10 PFIEVFN1 TOPPLING AND OOMINOING* PFFFR TO 'BRACING MDOn TRUSSES l'OMMF.nn Anl ANO PECOMMENDA I I ONS' IIP11 WHERE CONFUSION MAY EXIST CONCERNING PROPER FII:U FRECTION. CIFAHIY MARK INIFRIOR BEARING IOCATIONS. CANTIt EVFRS• AND THE CHORDS OF 1141 TRUSS 10 PRE'F.NI IMPnOP[R 'HST ALLeIIOH. IHUSSF.S SHALL NOT BI. PLACLU IN ANI LNVIHDNMENI THAT WILL CAUSI: THE MOISTURE CONTENT OF THE KUOU TO FYCLFO 191 AND/OR CAUSE CONNLCTOH PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED BI JUDICIOUS APPI. ICAIION OF EXPERIENCE AND THERF.FOnE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF IRUSWAL SPECIAL- PLAT_ r0F1T;3NIFlG CHART M20 MASONIC CHICO / HOMEWOOD / Version 3.80 nOty - f Truss name - - ALL DIMENSIONS ARF TO RE vERIFiEO T of :OMPONENT MANUFACTURER, ARCHITECT, AND/Of D I WIUIING CONTRACTOR PRIOR TO FABRICATI0ts ' B 1- 0 W f •-:'tc 65. K 2 - . 350 Standard Uniform.•Loading (PSF)••. JO.INTR :.. r. t. • _ Y: (1n) ANGLE -t :•'a:r':... T 2= 0 B 2= 347 W 3 =` '.:- 27 W 4 = -434 . ::.-TCL*- = 1E .0: - TCDL = J4.0: BCDL = 10.0: -=---->" ------- ----- W 5 W - 312 .. Increase - 1.250 1 54.70 _ 14.55 18.4 LIVE LOAD DEFLECTION BASED ON L/600 FALSE FRAMING PLATE IS.STPL Top Chd Bottom Chd Webs T 1- 0.415 B 1. 0.178 W 1 - 0.020 W 2 - 0.110 BEARING REQUIREMENTS T 2- 0.414 B 2- 0.239 N 3 - 0.008 W 4 = 0.350 BEARING ACT. SIZE REO. SIZE LBS W 5 - 0.095 71 7.25 In. 1.50 In. 766 TL 3.00 In. 1.50 In. 466 END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. TRUSS DESIGNED FOR SO PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED DR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. FFBFF 0-7-8 t-2-0 USE 2x4 #2 or BTR FOR OPTIONAL SUPER- STRUCTURE B.C.. N/VERTICALS @ EACH PANEL POINT. USE (5)-16 GA STAPLES ON THE VERTICALS AND A 2445 @ THE HEEL. SCISSOR B.C. MUST BE BRACED @ 10' D.C. 7-3-2 5-3-6 5-3-6 4-0-0� 3 -ii -15 6-4-6 12-6-8 OVERALL SPAN OVERHANGS MUST BE SUPPORTED 00-lAmAjo �TIM c� civet *2 . . PLATE CODE SPACING DATE 85000 NCC-LDG 24.00' D.C. 1/7/94 ' ` ' ` T Y"C gMS 1RUSVVAL SYSTEMS CORPORATION 1 II IS HTE RESPONSIBILITY OF OTHERS In ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACluel DEAD LOA05 IMPOSED BY THF. SIRUC IUR[. AND THE IIVF. I.OADS IMPOSED Bl IMF LOCAL BUILDING CODE On HISIOnIC CLIMATIC RECORDS. NO PF.SPONSIBILITY IS ASSUMED FOR GIME NSIDNAI. ACCl1RAf.Y, VERIFY 4L UIMLr ,I0r15 PRIOR TO FABRICATION, CONNECT 11 PLATES SHOWN ARF. 1RUSWAL 16. IB• OR 20 GAGE AS SPECIFIED. FARRICAIION SHAI.L COMPLY Willi THF 'QUAL 11Y CONTROL MANUAL OF THE TRUSS PLATE INSIIIUTE ITPII AND THE IRUSWAt TDUSCOM MANUAL ALL PANELS NOT SPCCIF ICALIY (IESIGHA1F.n AnF TO 01 FOUAIII DIVIDE n. � DINOIES SPFCIAI. CUTTING ONLY LAIEIIAL BRACING REGUIRFO Of INUIVIDUAL TRUSS Mf.MBFFI' IS NOTED ON 1HIS OnAMING n'Is UF. SIGN eSSUMTS THE TOP CHOHD TO BE CONIINUOUSII BRACED BY SHFATHING UNLLSS OTHERWISE S'ATEU WMERF np RIGID CEILING IS APPLIED OIRF:CILY TO THE BOTTOM CHORD. I1 SHALL BE BRACED Al IN tERV AlS NUT EACEFOING 10' 0' PERSONERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERFCIION ONAC111G WHICH IS ALWAYS A OUIRED 10 PFIEVFN1 TOPPLING AND OOMINOING* PFFFR TO 'BRACING MDOn TRUSSES l'OMMF.nn Anl ANO PECOMMENDA I I ONS' IIP11 WHERE CONFUSION MAY EXIST CONCERNING PROPER FII:U FRECTION. CIFAHIY MARK INIFRIOR BEARING IOCATIONS. CANTIt EVFRS• AND THE CHORDS OF 1141 TRUSS 10 PRE'F.NI IMPnOP[R 'HST ALLeIIOH. IHUSSF.S SHALL NOT BI. PLACLU IN ANI LNVIHDNMENI THAT WILL CAUSI: THE MOISTURE CONTENT OF THE KUOU TO FYCLFO 191 AND/OR CAUSE CONNLCTOH PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED BI JUDICIOUS APPI. ICAIION OF EXPERIENCE AND THERF.FOnE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF IRUSWAL A Trus P 1 u s Design OWGI CA (io7 �0�� /-{ �f /11 M20 MASONIC CHICO / HOMEWOOD / Version 3.80 nOty - f Truss name - - ALL DIMENSIONS ARF TO RE vERIFiEO T of :OMPONENT MANUFACTURER, ARCHITECT, AND/Of D I WIUIING CONTRACTOR PRIOR TO FABRICATI0ts ' LUMBER SPECIFICATIONS Top Chbrd.2x 4.W`#2.DF-C '.Bat Chord 2x,6 If #2 DF -L Web Piece 2x 4 W STUD DF -L BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 71 7.25 In. 1.50 In. 1025 BL 2.00 In. 1.50 In. 673 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH 'TOP CHDRD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. IIBII LOADS MUST BE VERIFIED. CONC. LOADS ARE PER TRUSS OVER A MINIMUM OF 3 ADJACENT TRUSSES. T 3-9-10 0-7-8 i-2-0 4-0-0 ' , PLATE CODE SPACING R50DO NCC-LDG 24.00' O.C. Top .Chd Bottom Cho Webs ACTUAL OLAO LOADS IMPOSED BY THE S - SPECIAL PLATE POSIT.TONING CHART ;. T A= -779 B' 1= . 0 W.:1: = 45.W 2 - c::790 Standard. Uni,trrm'Loading (PSF): -";.J01NTi:i. !:::(rr), :' Y:(!n) ANGLE T T-2= -465 B 2= 737 W.:9 158'-W 14 = -367 TCLL = 16.0: TCOC JE 14.0; BCDL== 10':0: r,.^------ BITAC IHG WHICH I5 Al wnYS REWIRED AL wAYS R ------ aR�7 C(�w ANU RECOMMENDATIONS' IT 8 3- 0 W 5- 639 W 6- -641 1 54.70 14.55 18.4 Concentrated Loads 2 0.00 0.00 18• -•4 - Top Cho Bottom Chd Webs Live Dead Located FALSE FRAMING PLATE IS STPL T 1- 0.316 B 1- 0.039 W 1 - 0.013 W 2 - 0.243 TC 160.0 240.0 -4.00 V T 2- 0.629 B 2- 0.534 W 3 = 0.048 W 4 - 0.172 BC 192.0 288.0 ' 6.00 V B 3- 0-027 W 5 = 0.196 W 6 - 0.168 Increase - 1.250 LIVE LOAD DEFLECTION BASED ON L/600 USE 2x4 k2 or BTR FOR OPTIONAL SUPER- STRUCTURE B.C., W/VERTICALS @ EACH PANEL POINT. USE (5)-16 GA STAPLES ON THE VERTICALS AND A 2445 @ THE HEEL. SCISSOR B.C. MUST BE BRACED @ 10' o.c. 5-6-12 12 4 C7;11 Aq6412 R2430. 3-11-15 DATE 1/7/94 A TrusPlus Design DWG# CA 007 M032 M2H MASONIC CHICO / HOMEWOOD / Version 3.80 M 2- +-1 6-5-4 4090 2445 2445 3-4-6 4-8-0 12-0-0 OVERALL SPAN OVERHANGS MUST BE SUPPORTED 82445 3-4-6 ME 4 ` �� 00, o. 5 3-5-13 � / 1 - ' iVI L ALL DIMENSIONS ARE TO BE VERIJ-ICD Ot III! otY - 1 / Truss :OMPONENT MANUFACTURER, ARCHITECT, ANO/0P PIRDINC CONTRACTOR PRIOR TO FABRICATION TO ASCERTAIN nuT THE LOADS UTILIZED ON THIS DESIGN MEET OR EMCEED TRE RUCIURE AND THE LIVE LOAUS IMPOSED BY THE LOCAL BUILDING CODE OR RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL CONNECIOn PLATES SHOWN ARE TRUSMAL I5, IB, OR 20 GAGE. AS SPECIFIED 'OUALTIY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPII AND THE 5 NOT SPECIFICALLY DESIGNATED ARE 10 Of. FOUALI.Y OIVIOF0. jj@A OENOTES ING REOUIRFD OF INDIVIDUAL TRUSS MEMBFRS IS NOTED ON THIS ORAMING D BE CONTINUOUSLY 8RACFO BY SHEATHING UNLESS OTHERWISF. S'ATEU WHERE Y TO THE BOTTOM CHORD. II SHALL BE BRACED Al INTERVALS '!UT EYCEf DING RE CAUTIONED 10SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY F.RF.CTION D PIIKVE NT IOPPI. ING AND DOMINOING' Pf FFR 10 BRACING WOOD IRUSSFS: 11 WHERE CUNB USION MAY EXIST CONCERNING PROPLP FILLU fREC110N. AIIONS• CANTILEVERS. AND THE CHOROS Of THE TRUSS 10 PREVENI IMPROPER PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE RE C10R PLATE CORROSION. CAMBER, WHEN NECESSARY, 15 BEST OF.IERMINED V CE ANO THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL name - E144 / 1/4` - 1 IT IS THE RESPONSIBILITY OF OTHERS ACTUAL OLAO LOADS IMPOSED BY THE S HI;I If AL CLIMATIC RECORDS, NO UIRPICAI+5 PRIOR 10 FABRICATION. {ADRI[ATIONI 5111L1 COMPLY WITH 111 iP-C AI IHUSCOM MANUAL ALL PANE. SPECI AL CUTTING ONLY LATERAL BRA T THIS DESIGN ASSUMES THE TOP CHORD HO 141910 CEILING 15 APPLIED DIRECT 10'(0• PERSONS TRUSSES r'f� _ ,i�lJi EMS SM BITAC IHG WHICH I5 Al wnYS REWIRED AL wAYS R aR�7 C(�w ANU RECOMMENDATIONS' IT 2 TRUSWALSYSTEMSCORPORAiION A!H1Am CIF AHI. MAOv. INTER TOR BEARING LO INSTALLaiION. TRUSSES SHALL NOT B WOOD TO fYCEED 19% AND/OR CAUSE CO JUDICIOUS APPLICATION OF EXPERIE ALL DIMENSIONS ARE TO BE VERIJ-ICD Ot III! otY - 1 / Truss :OMPONENT MANUFACTURER, ARCHITECT, ANO/0P PIRDINC CONTRACTOR PRIOR TO FABRICATION TO ASCERTAIN nuT THE LOADS UTILIZED ON THIS DESIGN MEET OR EMCEED TRE RUCIURE AND THE LIVE LOAUS IMPOSED BY THE LOCAL BUILDING CODE OR RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY, VERIFY ALL CONNECIOn PLATES SHOWN ARE TRUSMAL I5, IB, OR 20 GAGE. AS SPECIFIED 'OUALTIY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPII AND THE 5 NOT SPECIFICALLY DESIGNATED ARE 10 Of. FOUALI.Y OIVIOF0. jj@A OENOTES ING REOUIRFD OF INDIVIDUAL TRUSS MEMBFRS IS NOTED ON THIS ORAMING D BE CONTINUOUSLY 8RACFO BY SHEATHING UNLESS OTHERWISF. S'ATEU WHERE Y TO THE BOTTOM CHORD. II SHALL BE BRACED Al INTERVALS '!UT EYCEf DING RE CAUTIONED 10SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY F.RF.CTION D PIIKVE NT IOPPI. ING AND DOMINOING' Pf FFR 10 BRACING WOOD IRUSSFS: 11 WHERE CUNB USION MAY EXIST CONCERNING PROPLP FILLU fREC110N. AIIONS• CANTILEVERS. AND THE CHOROS Of THE TRUSS 10 PREVENI IMPROPER PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE RE C10R PLATE CORROSION. CAMBER, WHEN NECESSARY, 15 BEST OF.IERMINED V CE ANO THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL name - E144 / 1/4` - 1 LUMBER SPECIFICATIONS Top Chord 2x 4 W%f f1F-L.'r."''' Bot Chord 2x 4"M".12 DF -L r Web Piece 2x 4 *'STUD OF -L BEARING REGUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 11 7.25 In. 1.50 In. 772 BL 2.00 In. 1.50 In. 446 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. TYPE 5 END BEARING CONNECTION IS ASSUMED TO BE SHEATHED OR RESTRAINED BY OTHERS. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. 116" 4-5-2 0-7-8 1-2-0 Top Chd Bottom Chd Webs SPECIAL PLATE POSTTIONING CHART I 1- -404 B f- 0 W-1 - 45 W 2•- :• 409 Standard'Unlform'LDading (PSF) 'JOINTI ' 'x (-1111•. Y: 1111) ANGLE Yr T '2e "-225 B 2- 3B4 N 3 =y -64 W 4 = v=215 :.._7CLL ':1G.:D: TCDL 6-'14-0:1-BCDL - 10.0: ---- --`-- ------ B 3- 0 N 5 - 309 W 6 - -414 Increase - 1.250 1 54.70 14:55 LIVE LOAD DEFLECTION BASED ON L/600 2 0.00 0.00 Top Chd Bottom Chd Webs FALSE FRAMING PLATE IS STPL T 1- 0.300 B 1- 0.084 N 1 - 0.013 W 2 - 0.125 T 2- 0.600 B 2- 0.151 W 3 - 0.016 W 4 - 0.100 B 3. 0.059 W 5- 0.095 W 6- 0.108 SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR 24" O.C. SPACED TRUSSES. USE 2X4 LATERAL BRACING ATTACHED WHERE SHOWN BY (-) WITH TWO (2) 10d NAILS EACH. EXTENDED TOP CHORD REQUIRES 2X4 VERTICALS AT 4!" O.C. MAXIMUM, DROPPED TO THE FLAT TOP CHORD OF THE TRUSS. VERTICALS ARE TO BE ATTACHED WITH 1630 PLATES, TYPICAL USE 2x4 82 or BTR FOR OPTIONAL SUPER- STRUCTURE B.C., W/VERTICALS @ EACH PANEL POINT. USE (5)-16 GA STAPLES ON THE VERTICALS AND A 2445 @ THE HEEL. SCISSOR B.C. MUST BE BRACED @ 10' G.C. OVERHANGS MUST BE SUPPORTED I 5-6-12 I , 6-5-4 J -4—b 4-0-0 3-11-15 ' 4-8-0 ( 1 3-4-6 ♦ 12-0-0 OVERALL SPAN PLATE CODE SPACING 95000 NCC -LOG 24.00. O.C. A TrusPlus Design DWG. CA 007 Q32 M2K MASONIC CHICO / HOMEWOOD :ll DATE 1/7/94 T ►Wi�i►�i SYSTEMS 1 iRUSWAL SYSTEMS CORPORAIION Version 3.80 3-5-13 11 I^T1:r IIF.SPONSIBILIIY OF 0111EPS 10 ASCFn1AIN NUT 111E LOADS UTILIZED ON II41S DESIGN MFET OR EXCEED THE AClu AI UI AO LOADS IMPOSED BY IIIF. SIRUCIUI Avon 11IE 1 IVL LOAUS IMPOSED OY 111E LOCAL BUILDING CODE On 1111:IU111CAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENS10/AL ACCURACY VERIFY ALL pIMLt1;101IS PRIOR 10 FABRICATION. CON14ECIOn FLAILS SIIOWN AHE iRUSWAL 16. 18. OR 20 GAGE. AS SPECIFIEn AJ ICAIIOII SIIAI.L COMPLY WITH THE *111 IIY CONIFIOL MANUAL' OF 111E TRUSS PLATE INSTITUTE ITPN AND HQ llulSw Al InUSCOM MANUAL. ALL PANELS NOT SPEC IF ICAIIv OE SIGMA llO ARF. TO Or FOUq Lv 01vIDFn. OENO IES S1'f I; JAI, CUI TING ONLY LAIERAI. BRACING REOUInFO 01 INDIVIDUAL TRUSS Mf.MRFPS IS HOIEO ON 11415 ORAIIIIIG loll,; 101110i ASSuMTS TI+E for CNOIIn TO BE CONIIHU011S1 f IIIIACFD BY SIlr AIRING 11Htf SS nT quod ISF 5'AIFH 1411F For nn 11141U C1 Il It1G IS APPI ITU 11111LCILY 10 1141 601 TOM C1110110. If SIIAtt no. BRACIU Al INTI-vAl5 -Jul F•CIIIIINO lu' U' 1,11,01+5 E-I:CIIF+G III155E5 AIO CAUIIONFO 10 SLLX PIIOf ESSI01uL AUVII:F NL( IDlNG IL—LIuA-, rnr L11U•4 1111 AI; 11+f: 4111(11 15 AI. "A' SnEOUIIILO TO PIII.VEHT TOPPI IHG AND 'OOMINOING' -11111 10 '01ACINf• -000 TRUSSES LIINMI,I+ I AII'1 AIIU TIE COMM END All ONS' ITPI) WIIERL CONIUSION MAY F.XISI COIICF RIII NG PROPLR I IIID FRECIION, CII ANI r MA--. INTERIOR BEARING LOCATIONS• CANIIIEVf RS, AND THE CHORDS OF lt4L I -USS 10 PRE':LNI IMPnOrER Ir+!,4 ALI AIION, TNUSSF.S SIIALI NOT BL PIACF.O 111 ANY f.NVIHOfMEIII THAT WIIL CAU,1, I11L MOISTURE CON IL NI OF THF -000 IU IvrLin tq% Atin/OR CAUSE CONNICIOH PLATE COIInO,ION. CAMBER, WITH NECESSARY, IS BFST OFIEPMU6.0 BY •-JHICINNS APPI ICATION OF f.XPFRILNCf: AND tllrntrolul IS OUTSIUF ITR. SCUM of Rf SPONS1811 ivy Or IRUSwAI. TILL DIMENSIONS ARF Tit RF VERIFIED 01 THE :OMPONENT MANUFACTURER. ARCHITECT, AND/111l PHOING CONTRACTOR PRIOR TO FABRICATIOb LUMBER SPECIFICATIONS Top Chd Bottom Chd WebsSPECIAL ?= PGSTTiOrllnG CHART Top `Chard -2x' 4"� #2 -.,DP --L%'•' _ ' "'' T 1- •507 8 1- -476 W .r �.•-788..W 2 - ° 785 -. .. Standard Uniform Loading (PSF) JOUdTA .;:: '.:s :- ' I.- Y. 41 n1 "ANGLE BoCrCnbrd 2x 4 F /2 DF -L T 2= -284:B 2- -476 W-3-= :=125'W 4 = -300 " TCLL = 16.0: TCDL = 14.0; BGDL = 10.0; "' -- ----- ------ ------ Web Piece 2x 4 W STUD OF -L T 3- 0 B 3- 270 W 5 R :,'197 Increase - 1.250 1 ; 2.62 9.2 LIVE LOAD DEFLECTION BASED ON L/600 Top Chd Bottom Chd Webs T 1- 0.268 B 1- 0.120 W 1 - 0.14B W 2 - 0.241 BEARING REQUIREMENTS T 2- 0.424 8 2- 0.212 W 3 - 0.034 W 4 - 0.322 BEARING ACT. SIZE REO. SIZE LBS T 3- 0.291 B 3. 0.237 W 5 - 0.060 82 5.50 In. 1.50 In. B81 TL 2.50 In. 1.50 In. 1019 WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION. CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIALLOADS �O eR�FEss�Q�/A` TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD 4-4-8 6-10-0 `'� MESS LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. r 5-0-8 y� 1 THIS TRUSS IS DESIGNED USING THE ASCE 982 7-8B CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME 4 p OF MANUFACTURE. %1Y 3 / . - 45 '24 'EXP. "B" 824 r Civil— 8-5-8 0-5-8I 2 OVERHANGS OVER 3111 MUST BE SUPPORTED. 82445 4-10-12 4-2-12 6-10-8 16-3-0 OVERALL SPAN 5-10-8 9-0 OF CALI PLATE CODE SPACING DATE IT IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACIUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR 85000 NCC -LOG 24.00' O.C. 12/17/93 'A, ' ` HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSWAL 16. 10. OR 20 GAGE AS SPECIFIED. FABRICATION SHALL COMPLY WITH THE. 'DUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPII AND THE T�!'U�iNAL TRUSWAL iRUSCOM MANUAL ALL PANELS N01 SPECIFICALLY DESIGNATED ARE 10 BE EOUAEI-Y DIVIDED. RANINE$ SPECIAL CUTTING ONLY LATERAL BRACING REQUIRE OF IND IVIOUAL IRUS$ MEMBERS j5 NOTED ON THIS DRAWING THIS DESIGN A SUWF.S THE OP CHORD 10 BE CONTINUOUSLY BRACED 8Y SHEATHING UNLESS OTHERWISE. S•ATEU WHERE NO RIG IO CEILING IS APPLIED DIRECTLY 10 THE BOTTOM CHORD. IT SHALL BE BRACED AT INTERVALS NUT EXCEEDING r P l u s Design 10'-0' PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION ,_____, CHACING WHICH IS ALWAYS REQUIRED NO PREVENT TOPPLING AND 'DOMINOING' REFER TO 'BRACING WOOD TRUSSES: OMMf.NTARY AND RECOMMENDATIONS' (TPII WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, /� CLF.ARIY MARK INTERIOR BEARING LOCATIONS, CANTILEVERS, AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER DWG# F A ^J 1 ,n TRUSWAL SYSTEMS CORPORATION INSIALLAIION, TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE t/i9 7 1 4 0 WOOU 10 EXCEED f9t AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY, 15 BEST DETERMINED BY L-� JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL M6 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 Oty - 1 / Truss name - E144 / 3/16' - 1' ALI. 0:1MMIONS A,RE PO BE VLHIhIEU B1' Ilii ;01'APOIIENI WNUFACTURER. ARCHITECT, ANO/Ok b WILDING CONTRACTOR PRIOR TO FABRICATION" LUMBER SPECIFICATIONS Top Cho Bottom Chd Webs '-788 W 2 = 785 ' SPECIAL F-cT =OEIT3JIlIWG.CHART - Standard Uniform -Loading (PSF) JOINT# !::: •': (in) ANGLE ' Top Chord 2x 4 M i2 OF -L T. 1=. 507 -T•.2= -264 B 1- -476 B 2= -476 W 1 W 3 = = -129 W 4 = -300 TCLL = 16.0:•TCDL 14.0: BCDL = 10.0: ------ ----- ------ ------ Bot Chord 2x 4 * 02 DF -L -T..3= 0 B 3- 270 W 5 - 197 Increase - 1.250': 2.62 9.2 -.. Web Piece 2x 4 ■ STUD OF LIVE LOAD DEFLECTION BASED ON L/600 Top Chd Bottom Chd Webs T f= 0.268 8 1- 0.120 W 1 - 0.148 W 2 = 0.241 BEARING REQUIREMENTS T 2- 0.424 B 2- 0.212 W 3 - 0.034 W 4 - 0.322 BEARING ACT SIZE REO SIZE LBS T 3- 0.291 B 3. 0.237 W 5 - 0.060 02 5.50 In. 1.50 In. BB1 TL 2.50 In. 1.50 In. 859 WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION. CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. °B11 7-9—B 0-5-8I OVERHANGS OVER 3111 MUST BE SUPPORTED. 2 82445 4-10-12 4-2-12 I I 6-10-8 T 16-3-0 OVERALL SPAN 4-4-8 5-0-8 6-10-0 o 1 - PLATE CODE SPACING DATE R5000 NCC-LDG 24.00' O.C. 12/17/93 DWG. CA 351L04- " .09 nM6A 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.8 IT IS IME PESPONSIBILITY OF OTHEP ACTUAL OEA0 LOADS IMPOSED BY'IHE HISTORICAL CLIMATIC RECORDS. N UIMENSIONS PRIOR 10 FABRICATION FABRICATION SHALL COMPLY WITH I IRUSMAL TRUSCOM MANUAL, ALL PAN SPECIAL CUTTING ONLY LATERAL SP 5-10-6 9-0 f� RIA THE LE ES RESSA biR. Aon clvl%_ OF CAL! ON THIS DESIGN MEET OR EXCEED THE BY THE LOCAL BUILDING CODE OR MENSIONAL ACCURACY, VERIFY ALL 6. 18. OR 20 GAGE AS SPECIFIED. USS PLATE INSTITUTE ITP11 AND THE T� 0 BE EOTHERWISE RWISE S DENOTES MBER$ IS NOTED ON MIS DRAWING TMT$ DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLYTHEBTTOM BRACED By SHEATHING ACEUNLESS OINTERVAL. S NUT FOING NO RIGID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. It SHALL BE BRACED Al INTERVALS vUT EXCEFOING A� PIACIPTO PF R$ONS ERECTING OUTAEO5 ARE PREVENT TO SEEK PROFESSIONAL GAOVIC ' v - V- Ym BNACING MITI CN 1$ AL COMAYSMEN ATIRUSSE IONS* TO PREVENT tCONFUSI AND 'DOMINST C a.L7 COMMENT AMA AND RECOMMENDATIONS' OCA WHERE CONFUSION MAY EXIST CONCf. TRUSWAL SYSTEMS CORPORATION I NSTALLAIION.RK IN TRUSSES SHATERIOR LLNNOT L BE PLACED INANYENVIRONMENT VERS. AND THATOWILL RDS OCA WOOU TO EXCEED 191 AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN N JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE 15 OUTSIDE THE SCOPE 0 Oty - 1 / Truss name - E144 / 3/16' - i' ALL DIMEN31016 ARE TO 8F VERMED Bi rd 'FOMPONENT MANUFACTURER, ARCHITECT, AND/OR ;IIIIAING CONTRACTOR PRIOR TO FAEIRICATI(1119" LUMBER SPECIFICATIONS Top Chd Bottom Chd Webs Top Chard •2X 4 II .t2 DF -L "''' °- ....=r^ •:`.T fa ": 507 B'•9=' -476.' W 7 x.788 W.2 - r- 7.85 Bot Chord `2x•4=0`#2.DF-L '- T 2= -264 B 2= -476 N 3 = -129'W 4.= =300 Web Piece 2x 4:N STUD DF -L T 3- 0 B 3- 270 W 5 - 197 Top Chd Bottom Chd Webs T 1= 0.268 B 1- 0.120 W 1 - 0.148 W 2 - 0.24! BEARING REQUIREMENTS T 2- 0.424 B 2- 0.212 N 3 - 0.034 W 4 - 0.322 BEARING ACT. SIZE REO. SIZE LBS T 3- 0.291 B 3. 0.237 W 5 - 0.060 92 5.50 In. 1.50 In. BB1 TL 2.50 In. 1.50 In. 699 WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION, CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL 4_4_8 LOADS ONLY. 5-0-8 TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. IIBII .. IOVERHANGS OVER 3111 MUST BE SUPPORTED. SPEC] At- FL=T_ :OSiT10NING CHART #. Standard Uniform 'Loading (PSF): JOINT _ry Y:linl' -- ANGLE.. TCLL'=•16.0; TCDL = 14.0; BCDL = 10:0: -----= = ------ ---'=- Increase - 1.250 f 2.62 9.2 LIVE LOAD DEFLECTION BASED ON L/600 6-10-0 82445 4-10-12 1 4-2-12 5-10-8 PLATE CODE SPACING DATE R5000 NCC-LDG 24.00' O.C. 12/17/93 �OWGB CA 35 I L O 7b --,_A 10 � MAR DID MASONIC HALL - CHICO / HOMEWOOD / Version 3.80 I\A 16-3-0 OVERALL SPAN Q�OFESSIONq� y V M �SS� fe4 Aw- Tcr• 41(% lOF CAIi 5-f0-8 9-0 it IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR El ACTUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILOIN( DIME, CAL CII MATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VEL ' ` ' ` DIME, PRIOR 10 FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSWAL 16. 1a. OR 20 GAGE AS 5F FaDNICAtION SMALL COMPLY WITH THE 'DUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPII T InUSWAL TRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED ARE BE EOIS N DIVIDED. SPECIAL CUTTING. ONLY LATERAL PANELS REQUIRED PECI OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS ANTS DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHEATHING UNLESS OTHERWISE. STATEL NO RIG10 CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. IT SHALL BE BRACED AT INTERVALS NUT E 10'-0' PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ,_____, �J�•p"C BNACNIG WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND 'OOMINOING' AFTER TO -BRACING MOOD �7 �7� �a.L7 C(IMMENIAnY AND RECOMMENDATIONS' ITPII WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD F CIEARIY MARK INTERIOR BEARING LOCATIONS. CANTILEVERS. AND THE CHORDS OF THE TRUSS 10 PREVENT TRUSWAL SYSTEMS CORPORATION INSI ALLAI JON. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTEN WOOD TO EXCEED 191 AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST OEIEF JUDICIOUS APPLICATION 'OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF all ;f1IL' : A,C1/}•Ll eu':1ttt Dr I,L6,L,rn DY.Ot" i / Trues name - E144 / 1/4' - 1' -•--•...-..-.•,•••, ••••. •• SfY t411111A.V VI A.•� :G�1POi�ENT MANUFACTURER, AR01 T ECT, AMD/dk 1111iOING WNTRACTOR PRIOR TO FABRICATION" THE EALL IED. HE 31ES No m I O O I I O (T MO ra = U � o_ C Q O I t0 Ln O 2 Cu 00 Com�`\\4 i Q m I CL En tl II Y Y W O J O 1 r-4 J N v N v 4 CC Ill w Y 2 2 Z 7 f O N CO m n m m v .Na O U I c d I m I0p 0) I � c ODiwN•Iw in vv Y N 000 OO N CC tl •II tl Y Y Y Cu I Q . 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J0 >wa0 -�ai4o�-�no�>uu v �g�no-000 ou-� a uuW�mo.• ` ��.I a iu���o- >iuUJI D�- :{auvaul!iieiau�uuJn of WWg OJaU zOraO�t�ZU NNO u r<-QOa.W m Y J< lay Buzz-I`zaaWNWy=��uJ u•• fn ZZ �ZflmSaNa22Z�x ~ o-oui�auD��o-Jaw OOUmr rGlu ttla�wZQW WWa aaJ JZ 00N00 m=~ OOHONNa Jo .NRo NNa Jx a uQaai 2DZa4 7ltlNNa �•--` Oar -OZ Zm =,z- 2 Q 14/1J R ozz �G 6 N•• - V aYZWG aoJNoa »6_act" C ICZ-.uN L iouo--"Ino � u-»oo Jc� I�:iou• z �joz -s- -o-mac: -WQ NUN6 -7- - N i m mow- a i.<r'N OG -:ion=lair: oo_o-zo� muu-x Z � O C nO C O `• U Cn Al ty vu 3 Emi' C L = U � u O C Q O Ln O _ Cu Com�`\\4 i W O O J r-4 u U Z Ln f J ` U d ' 0 M M= MM = m m m M m umm m== M M LUMBER SPECIFICATIONS Top Chd Bottom Cho Webs = 785'.. SPECIkI_ Fi:�?:: F:cITI01t]JdG CHART Standard Uniform^Loading (PSF) JDINIt -:.: t_^:! ',:' Y: [In), . , ANGLE_ r--,,. •'.=. -Top Cnord'2x 4 *W i2'DF=Y :. -< :c.T• fa 507.8 T 2= -264 1-.�:,-476 B 2= -476 W' f - W 3 = - -788 W 2 -129 W 4 = ; . =3DD . 1 "." TCLL = 16.0: TCDL = 14:0; BCOL = 10.0: ----== ----- ----- -_-' Bat Chord 2x 4 W i2'DF-L' :`: T 3- 0 B 3- 270 W 5 . 107 .., Increase - 1.250 I 2..62r 9.2 Web Piece 2x 4 W STUD DF -L' _10'.0' _-__, �FE`� SYSTEM PERSONS COMMF.11G MATIN 1F AND LIVE LOAD DEFLECTION BASED ON L/600 ^0 -* 35 1L L; Top Chd Bottom Chd CI EAm Y MARK INT INSIALLAIION. 1 INSTALLATION. I WOOU TO EXCEED 1 Webs T 1- 0.268 B 1- 0.120 W 1 - 0.148 W 2 - 0.241 BEARING REQUIREMENTS T 2- 0.424 B 2- 0.212 W 3 . 0.034 W 4 . 0.322 BEARING ACT SIZE REQ. SIZE LBS T 3- 0.291 B 3- 0.237 W 5 - 0.060 82 5.50 In. 1.50 In. 881 TL 2.50 In. 1.50 In. 399 WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION• CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. "B" 5-10-8 0 -5 -BI 2 12445 4-10-12 ' 4-2-12 I 6-10-8 16-3-0 OVERALL SPAN 4-4-B 5-0-8 6-10-0 PLATE CODE SPACING 24.00' O.C. DATE 12/17/93 11 IS THE RESPOn HI ST DEAD LOAC ACTUAHCC-LDG HISTORICAL CL IM DIMUICAT Io PRIOP feORICAt10N SHA 1nu5WAL TRUSION SPEC CULT T n+IS DESIGN ASSL DE ASSL 110 RIGID CEILING _10'.0' _-__, �FE`� SYSTEM PERSONS COMMF.11G MATIN 1F AND CA ^0 -* 35 1L L; 1RUSWAL SYSTEMS CI EAm Y MARK INT INSIALLAIION. 1 INSTALLATION. I WOOU TO EXCEED 1 JUDICIOUS APPIIC ITY OF OTHERS TO ASCERTAIN OSED BY THE STRUCTURE AND RECORDS. NO RESPONSIBILI FABRICATION. CONNECTOR PL MPLY WITH THE 'DUALITY CC AL. ALL PANELS NOT SPEC[ Y LATERAL BRACING REOUIRF.0 HE TOP CHORD TO BE CONTINUC PPLIEO DIRECTLY TO THE 8C TING TRUSSES ARE CAUTIONED YS REQUIRED 10 PREVENT TC ENDATIONS' (1PI) WHERE C BEARING LOCATIONS. CANTI 10-8 THAT THE LOADS UTILIZED ON IN THE LIVE LOADS IMPOSED BY TY IS ASSUMED FOR OINENSI &TES SHOWN ARE TRUSWAL 16. IB 41ROL MANUAL' OF THE TRUSS P 'ICALLY DESIGNATED ARE TO BE OF INDIVIDUAL TRUSS MEMBERS JSLY RRACFO BY CHFATHINF. UNI ua]tD SHALL NUT BE PLACED IN ANY ENVIRONMENT THAT W 91 AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. ATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE QtY - i / Truss name - E144 / 1/4' - 1' FILL DIMENSIONS ARE IU WE VERMED Bt INE .OMPONEIIT MANUFACTURER, ARCHITECT, AND/Ok U 3111MING CONTRACTOR PRIOR TO FASRICATIOA- _CIVIL OF CAL' OR EXCEED THE iILDING CODE OR . VERIFY ALL AS SPECIFIED ITPII AND THE VENT LUMBER SPECIFICATIONS Tap Chord 2x 4 -'**4I -OF- L' Bot Chord 2x 6'µ 02 DF -L Web Piece 2x 4 * STUD DF -L BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS B1 4.00 In. 2.50 in. 2347 BL 2.54 In. 2381 END VERTICALS ARE DESIGNED FOR AXIAL LOADS ONLY. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. 'EXP. IIBII GIRDER SUPPORTS % OF 19' ON THE B.C. (40 PSF) Top Cho Bottom Chd Webs ACIUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR Ar, on NCC -LOG 0.00 0. C. 12/17/93 HIS TOnIC AI CLIMATIC RECORDS. NO RESPONSIBILITY iS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL UIMF.NSIOIIS PRIOR 10 FABRICATION. CONNECTOR PL AIES SHOWN ARE TRUSMAL 16, 1B. OR 20 GAGE AS SPECIFIED F eHRICATIOn SHALL COMPLY WITH THE 'QUAL IIY CON' MANUAL' OF THE TRUSS PL AIC INSTITUTE 111`11 AND THE it :T;,I- -2245 B I- . 0 W 1 -'-1695 W 2281• Uniform Loads'PLF Load -Case 1 .'T'2= -1584 B 2-' 1852 W 3 = 578'W a = -730 IRUSWAL SYSTEMS CORPORATION Initial =..'Fina] 3 5 1 L {� Staft Entl Dir. �: B 3- 0 W 5 - 2510 W 6 - -1685 TCLL 32.0 32.0 0.00 12.00:V TCOL 28.0 28.0 0.00 12.00 V Top Chd Bottom Chd Webs BCLL 133.7 133.7 0.00 12.00 V T 1- 0.584 B 1- 0.639 W 1 - 0.319 W 2 - 0.702 BCOL 220.5 220.5 0.00 12.00 V T 2- 0.494 B 2- 0.979 W 3 = 0.178 W 4 - 0.256 Increase - 1.250 B 3- 0.739 W 5 - 0.772 W 6 - 1.000 LIVE LOAD DEFLECTION BASED ON L/600 5-9-B 5-10-8 6-0-0 0-1-O . STUB 1 3-9-11 3-11-11 1 4-1-3 11-10-B OVERALL SPAN 5-9-N IOIGV CY\ • ISL �OF CAL' PLATE CODE SPACING DATE 17 1S THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACIUAL DEAD LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR Ar, on NCC -LOG 0.00 0. C. 12/17/93 HIS TOnIC AI CLIMATIC RECORDS. NO RESPONSIBILITY iS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL UIMF.NSIOIIS PRIOR 10 FABRICATION. CONNECTOR PL AIES SHOWN ARE TRUSMAL 16, 1B. OR 20 GAGE AS SPECIFIED F eHRICATIOn SHALL COMPLY WITH THE 'QUAL IIY CON' MANUAL' OF THE TRUSS PL AIC INSTITUTE 111`11 AND THE IRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED ARE 10 BE EQUALLY DIVIDED. � DENOTES SPECIAL CUITING. ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING TIRUSWAL THIS DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHFATHING UNLESS OTHERWISE STATED WHERE HO RIGID CF.ILIHG IS APPLIED DIRECTLY 10 THE BOTTOM CHORD. If SHALL BE BRACED Al INTERVALS NUT EXCEFOING - ,__--_, "� j,�� m 10'-0' PF RSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY F.RFCTION 811ACIFIC WHICH FS ALWAYS REQUIRED 10 PREVENT TOPPLING AND 'DOMINOING' RFFFR 10 BRACING WOOD TRUSSES' CDMMF.N T AIIY AND RECOMMENDATIONS' (1P11 WHERE CONFUSION MAY EXIST CONCERNING PROPER FULO FRECTION. DWG* CQ IRUSWAL SYSTEMS CORPORATION C1 f'Am Y MARK INT FFIT DA BEARING LOCATIONS, CANTILEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. TRU_SSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE 3 5 1 L {� CAUSEE RS ONDETERMINED JUOICIOUSX APPBICi �IHE THE WHENNECESSARY. SRESPONSIBILITY RTRUSW �: ER TEN ECIANOOR REFONEATE IOH°/OF 5NOU15IDCAMEE OF ABY N8E 0,F0 NAGOWC HtA.L - CHICO ! uOuFWMn I Version 3,RO •11 iIIM(Pi IOW, ARF R1 VERIFIED 81 In[ 1 / Truas name - E144 / 3/8' - 1' .OMPONENI MANUFACTURER, ARCHITECT, AND/Oh C� WILDING CONTRACTOR PRIOR TO FABRICATI(1b WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION• CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-8B CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. "B" GIRDER LOADS MUST BE VERIFIED. 3-9-10 0 -5 -BI SPECIAL P ­'T= FCEIT1011ING CHART Standard Uniform'. Loading (PSF) JO.I"Ti'i" :.t_•T Y: tin) ANGLE.'' - TCLL =' 16.0; TCDL' _ A4 :09_ . BCDL = 10.0: --- V- 41 -----" " -- --- ---62 9.2 Uniform Loads PLF Load Case 1 3 0.00 18.4 Initial Final Start End Dir. TCLL 0.0 48.0 10.00 16.00 V TCDL 0.0 42.0 10.00 16.00 V BCLL 48.0 46.0 10.00 16.00 V BCDL 72.0 72.0 10.00 16.00 V Concentrated Loads Live Dead Located TC 160.0 240.0 J1 V BC 192.0 280.0 10.00 V Increase • 1.250 LIVE LOAD DEFLECTION BASED ON L/600 4-4-8 6-5-4 5-2-4 4090 „� 4-2-12 3-4-6 1 16-0-0 OVERALL SPAN 0 QROFESS/ONgI 82 2 3 r' 4 f CIVI. �P 3-5-13 ATF OF CA 1i PLATE CODE SPACING DATE LUMBER SPECIFICATIONS Top Cho Bottom Chtl ITISTHE RESPONSIBILITY OF OTHERSTO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED 111E AC tUAI OEA0 LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR ICi10RIC AL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL D UI MENTIONS PRIOR 10 FABRICATION. CQNNECIGR PLATES SHOWN ARE TRUSWAL 16. 18, OR 20 GAGE. AS SPECIFIED. /ADRICATION SHALL COMPLY WITH IME DUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE IFPII AND THE 1RUSwAI TRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED ARF. TO 8E EOUAI Lv DIVIDED. DENOTES SPECIAL CUTTING. ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING THIS DESIGN ASSUMES IHE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHEATHING UNLESS OTHERWISE STATED MMERE r10 RIGID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. It SHALL BE BRACED AT INTERVALS NUT EXCEEDING 10'-O' PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION BHAt IHG MITI CH IS ALWAYS REQUIRED 10 PREVENT TOPPLING AND 'OOMINOING' RFFFR TO 'BRACING WOOD TRUSSES: COMMEN1AnY AND RECOMMENDATIONS' (IPI) WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD FRECTION, Ci f.AnlY MARK INTERIOR BEARING LOCATIONS, CANTILEVERS, AND THE CHORDS OF THE iPU55 10 PREVENT IMPROPER IN$TALLAItON. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF IHE WOOD TO EXCEED 191 AND/OR CAUSE CONNECTOR PLATE CORROSION CAMBER, WHEN NECESSARY, IS BEST DF.IERMINED BY JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSMAL Webs DWG CQ J^ 3 5 I o f-- M6H 0/0 MASONIC HALL - CMICO / HOMENOOD / Version -•7OP'Chord:2x-4 W •i1' DF=L ' -• -7: 1= 1665 8' 1• -1563 W:7°-• -1797 W 2 - '2299 TO FABRICATION" Bot Chord 2x 6 It 02 DF -L T'2' -645•B 2= -1563 N'3 =" -185 W 4 = 2 Web Piece 2x 4 M STUD DF -L T 3- '=616 B 3• 615 W 5 847 W 6 - -944 ..B 4- 0 Top Chtl Bottom Chd Webs BEARING REQUIREMENTS T 1- 0.430 8 1- 0.072 W 1 • 0.337 W 2 - 0.707 BEARING ACT. SIZE REO. SIZE LBS T 2- 0.236 B 2- 0.072 W 3 • 0.050 W 4 - 0.000 82 5.50 In. 2.01 In. 1888 T 3= 0.993 B 3= 0.711 W 5 = 0.260 W 6 = 0.248 8L 2 00 In 1 50 In 1168 B 4. 0.222 WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION• CLEARLY MARK INTERIOR BEARING LOCATIONS. CANTI- LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-8B CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP. "B" GIRDER LOADS MUST BE VERIFIED. 3-9-10 0 -5 -BI SPECIAL P ­'T= FCEIT1011ING CHART Standard Uniform'. Loading (PSF) JO.I"Ti'i" :.t_•T Y: tin) ANGLE.'' - TCLL =' 16.0; TCDL' _ A4 :09_ . BCDL = 10.0: --- V- 41 -----" " -- --- ---62 9.2 Uniform Loads PLF Load Case 1 3 0.00 18.4 Initial Final Start End Dir. TCLL 0.0 48.0 10.00 16.00 V TCDL 0.0 42.0 10.00 16.00 V BCLL 48.0 46.0 10.00 16.00 V BCDL 72.0 72.0 10.00 16.00 V Concentrated Loads Live Dead Located TC 160.0 240.0 J1 V BC 192.0 280.0 10.00 V Increase • 1.250 LIVE LOAD DEFLECTION BASED ON L/600 4-4-8 6-5-4 5-2-4 4090 „� 4-2-12 3-4-6 1 16-0-0 OVERALL SPAN 0 QROFESS/ONgI 82 2 3 r' 4 f CIVI. �P 3-5-13 ATF OF CA 1i PLATE CODE SPACING DATE 85000 NCC -LOG 24.00• O.C. 12/17/93 , ► ` T ,___-_, TRUSWAL SYSTEMS CORPORATION ITISTHE RESPONSIBILITY OF OTHERSTO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED 111E AC tUAI OEA0 LOADS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR ICi10RIC AL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL D UI MENTIONS PRIOR 10 FABRICATION. CQNNECIGR PLATES SHOWN ARE TRUSWAL 16. 18, OR 20 GAGE. AS SPECIFIED. /ADRICATION SHALL COMPLY WITH IME DUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE IFPII AND THE 1RUSwAI TRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED ARF. TO 8E EOUAI Lv DIVIDED. DENOTES SPECIAL CUTTING. ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING THIS DESIGN ASSUMES IHE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHEATHING UNLESS OTHERWISE STATED MMERE r10 RIGID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. It SHALL BE BRACED AT INTERVALS NUT EXCEEDING 10'-O' PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION BHAt IHG MITI CH IS ALWAYS REQUIRED 10 PREVENT TOPPLING AND 'OOMINOING' RFFFR TO 'BRACING WOOD TRUSSES: COMMEN1AnY AND RECOMMENDATIONS' (IPI) WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD FRECTION, Ci f.AnlY MARK INTERIOR BEARING LOCATIONS, CANTILEVERS, AND THE CHORDS OF THE iPU55 10 PREVENT IMPROPER IN$TALLAItON. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF IHE WOOD TO EXCEED 191 AND/OR CAUSE CONNECTOR PLATE CORROSION CAMBER, WHEN NECESSARY, IS BEST DF.IERMINED BY JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSMAL Design DWG CQ J^ 3 5 I o f-- M6H 0/0 MASONIC HALL - CMICO / HOMENOOD / Version 3.00 All Nivii.- SIOP+S ARE TO OE Qty -•1 / Truss name - E144 / 1/4' - 1' V011110 91 Iii[ AMPONEI i NIANUFACTURfR, ARCHITECT, AND/Ok 1IIILViNG CONTRACTOR P°NOR TO FABRICATION" 4-5-10 2 5-2-4 4-2-12 6-7-D 16-0-0 OVERALL SPAN PLATE CODE SPACING DATE 11 IS THE RESPONSI ACTUAL DEAD LOADS 3200 NCC -LOG 24.00' O.C. 12/17/93 MISTORICALCLIMAT UI MENGONS PRIOR I ARRICA110N SHALL T SPECIAL IRUSCOM « SPECIAL CUI TING. THIS DESIGN ASSUME. NO RIGID CEILING I '`� 10'_0' PERSONS E SYSTEMS BHACING WINCH TS A 3-5-13 THAT THE LOADS THE LIVE LOA ITY IS ASSUME GNA COMMENTAnY AND RECOMMENDATIONS' (TPII WHERE CONFUSION MAY EXIST 3 5 1 L CNIARNY MARX INTERIOR RUSSE BEARING LOCATIONS. PLACE CANTILEVERS, AND THE CMOR OWG/ CQ n w 1 TRUSWAL SYSTEMS CORPORATION INSTILL AVON. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT M y WODU TO EXCEED 19% ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. L. JUDICIOUS APPLICATION OF 'EXPERIENCE AND THEREFORE IS OUTSIDE THE M6K 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80Oty - 1 / Truss name - E144 / 1/4' - 1' ALL DIMENSIONS ARE TO BE VERA IED 0v lwr IOMPONENT MANUFACTURER, ARCHITECT, AND/Olt 11111T)INC CONTRACTOR PRIOR TO FABRICATION • .AA ,X1 131,94 CIVIL OF CAL1E�lw ON [HIS DESIGN MEET OR EMCEED THE I BY THE LOCAL BUILDING CODE OR MENSIONAL ACCURACY. VERIFY ALL 6. 10. OR 20 GAGE AS SPECIFIED. USS PLATE INSTITUTE ITPN AND THE 0 BL EOUAt N.Y DIVIDED. Ak� DENOTES MBE RS IS NOTED ON THIS DRAWING 'G UNLESS OTHERWISE S!AIEU WHERE BRACED AT INTERVALS NUT EACEFOING ICE REGARDING TEMPORARY F.RF.CTION RFFFR 10 "BRACING MOOD TRUSSES: 'CF.RNING PROPER FIELD FRECTION• F THE TRUSS 10 PREVENT IMPROPER CAUSE THE MOISTURE CONTENT OF THE NECESSARY. IS BEST DETERMINED BY PE OF RESPONSIBILITY OF TRUSWAL LUMBER SPECIFICATIONS _..: _Top ChD Bottom Cho Webs N - -986 W 2 - Standard.Unitorm'Loading (PSFT• RT .JOINTWSPECIAL''T,''t3l,y`ryITIY:J1(1'n)CHAANGLE - .. TOP• Cnortl 2x •.4.,W: i1'9P-'.L. ._i .: • . :.-•.... ' ... :. _ .776':.' ..T:. 1. 507 B 1� 476 1 T 2= -272 B 2= -476 W 3 =" - 257 W 4 = '-289 'r° ".:.' TCLL = 16:0: TCOL = f4.0: BCDL = f0.0: ----- ------ ------ ------ Bot Chord 2x 4 W 12 DF -L':'"'' Web Piece 2x 4 W STUD DF -L T 3- -262 B 3- 0 W 5 - -322 Increase - 1.250 LIVE LOAD DEFLECTION BASED ON L/600 1 2.62 9.2 3 13.59 18.4 Top Chd Bottom Chd Webs T 1- 0.232 B 1. 0.115 W 1 - 0.147 W 2 - 0.238 BEARING REQUIREMENTS T 2- 0.206 B 2- 0.213 N 3 - 0.067 W 4 - 0.088 BEARING ACT. SIZE REQ. SIZE LBS T 3- 0.528 8 3- 0.191 W 5 - 0.084 B2 5.50 In. 1.50 In. 877 BL 2.00 In. 1.50 In. 390 WHERE CONFUSION MAY EXIST CONCERNING SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR PROPER FIELD ERECTION. CLEARLY MARK 44. O.C. SPACED TRUSSES. USE 2X4 LATERAL INTERIOR BEARING LOCATIONS. CANTI- BRACING ATTACHED WHERE SHOWN BY (") WITH LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. TWO (2) 10d NAILS EACH. 'x' DENOTES 2X4 CONTINUOUS LATERAL BRACING EXTENDED TOP CHORD REQUIRES 4X4 VERTICALS AT REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. 40. O.C. MAXIMUM, DROPPED TO THE FLAT TOP CHORD OF THE TRUSS. VERTICALS ARE TO BE TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH ATTACHED WITH 1030 PLATES, TYPICAL TOP CHS LIVE LOAD. THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC MIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME� QROFESslo- OF MANUFACTURE. EXP. °BN 4-4-8 5-2-4 6-5-4 M�SS� 4-5-10 2 5-2-4 4-2-12 6-7-D 16-0-0 OVERALL SPAN PLATE CODE SPACING DATE 11 IS THE RESPONSI ACTUAL DEAD LOADS 3200 NCC -LOG 24.00' O.C. 12/17/93 MISTORICALCLIMAT UI MENGONS PRIOR I ARRICA110N SHALL T SPECIAL IRUSCOM « SPECIAL CUI TING. THIS DESIGN ASSUME. NO RIGID CEILING I '`� 10'_0' PERSONS E SYSTEMS BHACING WINCH TS A 3-5-13 THAT THE LOADS THE LIVE LOA ITY IS ASSUME GNA COMMENTAnY AND RECOMMENDATIONS' (TPII WHERE CONFUSION MAY EXIST 3 5 1 L CNIARNY MARX INTERIOR RUSSE BEARING LOCATIONS. PLACE CANTILEVERS, AND THE CMOR OWG/ CQ n w 1 TRUSWAL SYSTEMS CORPORATION INSTILL AVON. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT M y WODU TO EXCEED 19% ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. L. JUDICIOUS APPLICATION OF 'EXPERIENCE AND THEREFORE IS OUTSIDE THE M6K 0/0 MASONIC HALL - CHICO / HOMEWOOD / Version 3.80Oty - 1 / Truss name - E144 / 1/4' - 1' ALL DIMENSIONS ARE TO BE VERA IED 0v lwr IOMPONENT MANUFACTURER, ARCHITECT, AND/Olt 11111T)INC CONTRACTOR PRIOR TO FABRICATION • .AA ,X1 131,94 CIVIL OF CAL1E�lw ON [HIS DESIGN MEET OR EMCEED THE I BY THE LOCAL BUILDING CODE OR MENSIONAL ACCURACY. VERIFY ALL 6. 10. OR 20 GAGE AS SPECIFIED. USS PLATE INSTITUTE ITPN AND THE 0 BL EOUAt N.Y DIVIDED. Ak� DENOTES MBE RS IS NOTED ON THIS DRAWING 'G UNLESS OTHERWISE S!AIEU WHERE BRACED AT INTERVALS NUT EACEFOING ICE REGARDING TEMPORARY F.RF.CTION RFFFR 10 "BRACING MOOD TRUSSES: 'CF.RNING PROPER FIELD FRECTION• F THE TRUSS 10 PREVENT IMPROPER CAUSE THE MOISTURE CONTENT OF THE NECESSARY. IS BEST DETERMINED BY PE OF RESPONSIBILITY OF TRUSWAL BEARING REQUIREMENTS BEARING ACT. SIZE REG. SIZE LOS T 2- 0.206 B 2- 0.213 W 3 - 0.06 T 3- 0.528 B 3- 0.191 N 5 - 0.084 B2 5.50 In. 1.50 In. 677 BL 2.00 In. 1.50 In. 390 WHERE CONFUSION MAY EXIST CONCERNING SINGLE (MEMBER (1 PLY) TRUSS MAY BE USED FOR SPECIAL F!"� 'OSITIONING CHART INTERIOR BEARING LOCATIONS. CANTI- LUMBER SPECIFICATIONS Top Chd Bottom Cho N 1'- Webs -786 W 2 - >.776 Standard Uniform�'.Loading (PSF) . J01141P. ',". - Y: ANGLE- . Top Chord'. 2x.4 W i1 DF -L ' T f- 507.8 T 2= -272 1= -476 B `2= M 3 = -257' W 4 = 209 TCLL = 16.0: TCDL 14.0: BCDL =' 10'i0;. '- -lin) ----- 9.2 PLATING BASED ON GREEN LUMBER AT TIME Bot Chord'2x 4 W /2 DF -L T 3- -262 ..-476 B 3- 0 N 5 - -322 Increase 1 2.62 -21.59 16.4 Web Piece 2x 4 W STUD DF -L LOAD DEFLECTION BASED ON L/6001' Top Chd Bottom Chd Webs T 1- 0.232 B 1- 0.115 W 1 - 0.147 W 2 7 W4-0008 - 0.238 BEARING REQUIREMENTS BEARING ACT. SIZE REG. SIZE LOS T 2- 0.206 B 2- 0.213 W 3 - 0.06 T 3- 0.528 B 3- 0.191 N 5 - 0.084 B2 5.50 In. 1.50 In. 677 BL 2.00 In. 1.50 In. 390 WHERE CONFUSION MAY EXIST CONCERNING SINGLE (MEMBER (1 PLY) TRUSS MAY BE USED FOR PROPER FIELD ERECTION. CLEARLY MARK 24- O.C. SPACED TRUSSES. USE 2X4 LATERAL INTERIOR BEARING LOCATIONS. CANTI- BRACING ATTACHED WHERE SHOWN BY (") WITH LEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTALLATION. TWO (2) 10d NAILS EACH. 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING REQUIRED AT 24' O.C. IF NO RIGID SHEATHING EXTENDED TOP CHORD REOUIRES 2X4 VERTICALS AT IS ATTACHED. 46- O.C. MAXIMUM, DROPPED TO THE FLAT TOP CHORD OF THE TRUSS' VERTICALS ARE TO BE TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD LIVE LOAD ACTING NONCONCURRENTLY WITH ATTACHED WITH 1650 PLATES, TYPICAL - TOP CHORD LIVE LOAD. THIS TRUSS IS OESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. PLATING BASED ON GREEN LUMBER AT TIME 4-4-B OF MANUFACTURE. 5-2-4 EXP. "B" T 5-1-10 0 -5 -BI 2 6-5-4 7-G-4 4-2-12 5-7-0 16-0-0 OVERALL SPAN PLATE CODE SPACING DATE =nne urr-InT; ne_oo' D.C. 12/17/93 OWGI ca 35 1LOc_j 16 ��MbLnL U/U KA90NIC HALL ONIGO ! NDMIIWOOD / vareinn 3 R IV\�� ;l T 3-5-13 II IS TIIE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS ACIUAI DEAD LOADS IMPOSED BY THE SIRUCTURE AND THE LIVE LOAD HIS10nICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED ' A. ' ` DIMENSIONS PRIOR TO FABRICAIION. CONNECTOR PLATES SHOWN ARE FABRICATION SHALL COMPLY WITH TME 'QUALITY CONTROL MANUAL' T In SWAT. IRUSCOM MANUAL. ALL PANELS NOT SPECIFICALLY DESIGNA SPECIAL CUTTING. ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL n,TS DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACED BY imuSWALTIO RIGID CEILING IS APPLIED DIRECTLY IO THE BOTTOM CHORD. 11 10'-0' PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESS ___'ABNACING MITI CN IS COMMEN REQUIRED PI PREVENT TOPPLING AND '00 j.� COMMENT MY AND RECOMMENDATIONS' REQUIRE 1110 EVENT CONFUSION MAY CII AIIIY NARK INTERIOR BEARING LOCATIONS. CANTILEVERS, AND THE 1RUSWALSYSTEMSCORPORA110N INSTALLATION. IRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT I MDOU TO LKCEFO 191 AND/OR CAUSE CONNECTOR PLATE CORROSION. CAN JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUISID Qty - 1 / Trus5 naTne - E144 / 1/4' ° ALL DIME1431ONS ARE YO BE VEHIFIEO BY ►K :OhiPOP:ENT MAtiUF,4CTURER, ARCHITECT, AND/Off 3111LOING 004TRACTOR PRIOR TO FABRICATiph" L ESS\ 4498 - - CIVIL Of CALL UTILIZED ON THIS DESIGN MEET OR EXCEED THE S IMPOSED BY THE LOCAL BUILDING CODE OR FOR DIMENSIONAL ACCURACY. VERIFY ALL TRUSWAL IS. 18. ON 20 GAGE AS SPECIFIED OF THE TRUSS PLATE INSTITUTE IIPII AND THE TED ARE TO BE EQUALLY DIVIDED. AL DENOTES TRUSS MEMBERS IS NOTED ON THIS DRAWING SHEATHING UNLESS OTITERWISF. S•AYEU WHERE SHALL BE BRACED Al INTERVALS NUT ExCEFOING ZONAL ADVICE REGARDING TEMPORARY ERECTION MINDING' AFTER TO BRACING WOOD TRUSSES' EXIST CONCERNING PROPER FIILO ERECTION. CHORDS OF THE TRUSS TO PREVENT IMPROPER HAT WILL CAUSE. NTE MOISTURE CONTENT OF THE BER. WHEN NECESSARY. IS BEST DF.IERMINEO BY E THE SCOPE OF RESPONSIBILITY or 1RUSMAL LUMBER SPECIFICATIONS Top Cho Bottom Chd Webs 85000 NCC-LDG 12.00' O.C. 12/13/93 ' ` ' ` T r"C La.�i TRUSWAL SYSTEMSCORPORAiION II I5 TNF RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MFET OR EXCEED THE ACTUAL TJ4 p LOADS IMPOSED BY THE STRUCTURE AND TJJE IIVL LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISIOn ICeI CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL UIM(TJi1QNS PRIOR 10 FABRICATION. CONNECIOR PLATES SHOWN ANE TRUSWAL 16. IB. OR 20 GAGE, AS SPECIFIED r e0"ICAr ION SHALL COMPLY WITH TIFF 'QUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPII AND THE TPUSWAI TnUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATFO ARF TO Of EOUAt LV DIVIDED DENOTES NJIS OE SIGN ASSUME ONLY THIS AI. CUTTING ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MF.MBFPS IS NOTED ON THIS ORAWING THF. TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHFATHING UNLESS OTITEPWISF S'ATEU WHERE O "1910 CEILING 15 APPLIED DIRECTLY TO THE 80110M CHORD. IT SHALL BE BRACED AT INTERVALS •JUT ETCEFOING 10'-0' PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY F.Rf CTION Bn AC 1JIG MNICH IS AI MAYS gEOUIREO 10 PREVENT TOPPE ING AND DOMINOING' RFFFR TO BRACING WOOD TRUSSES CNMMFJIIAIIY AND RECOMMENDATIONS' (IPI) WHERE CONFUSION MAY EXIST CONCFRNING PROPER FRED FRECIION, CII Al11T MAn M, INTERIOR BEARING LOCATIONS, CANTILF.VFRS. AND THE CHORDS OF THE TRUSS 10 PREVENT IMPROPER INS T AI,LAI ION. TRUSSES SHALL NOT BI. PLACED IN ANY LN Y IRONMENI THAT WILL CAUSE THE MOISTURE CONTENT OF THE WUOU lU 11CLFO L9t aN0/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST OEIERm INEO BY JUO1LIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL Top Chord 2x 6 *'12 DF -L .- T 1=-10978 B 1- 0 W 1 -7=07 W 2 - 1113' StandaCd`Cn-Iform Loading (PSF) Bot Chord 2x 8 * 02 DF -L T 2=-)1567'8 2= 10933 W 3 -776 W 4 = 3184 TCLL = 16.0; TCOL = 14.0;'-BCDL = 8.0; Web Piece 2x 4 * STANDARD OF -L T 3- -611 B 3- 11001 W 5 = 891 W 6 - 4390 WEB Piece 8 9 10 T 4- 3675 B 4- 8954 W 7 =-14020 W 8 - 19328 Uniform Loads PLF Load Case 1 2x 6 * $2 OF -L T 5- -5270 B 5--11067 W 9 --31983 WIO - 13900 Initial Final Start End Dir WEB Piece 2 15 T 6- -1750 8 6=-11067 W11 --10577 W12 - 4454 TCLL 356.0 356.0 13.00 37.00 V 2x 4 * 01 OF -L T 7- 0 8 7- 2619 W13 - -62 W14 - -5977 TCDL 533.0 533.0 13.00 37.00 V B 8- 5307 W15 - 9492 W16 --15011 BCLL 417.0 417.0 0.00 20.12 V B 9= -4097 W17 = 4937 W18 = -1599 BCDL 625.0 625.0 0.00 20.12 V B10- -4097 BCLL 332.0 332.0 20.12 37.00 V BEARING REQUIREMENTS BCDL 332.0 332.0 20.12 37.00 V BEARING ACT. SIZE RED. SIZE LBS Top Chd Bottom Chd Webs 81 5.50 In. 3.26 In. 9169 T 1- 0.139 6 1- 0.247 W 1 - 0.285 W 2 - 0.558 Concentrated Loads 86 12.28 In. 34543 T 2- 0.112 B 2- 0.635 W 3 - 0.036 W 4 - 0.431 Live Dead Located 810 5.27 In. 17628 T 3- 0.575 B 3- 0.971 W 5 - 0.120 W 6 - 0.594 TC 2380.0 3568.0 12.12 V T 4= 0.678 B 4= 0.899 W 7 = 0.627 W 8 = 0.835 TC 0.0 557.0 20.12 V ALL BEARINGS SHOWN ON THIS DRAWING T 5- 0.799 B 5- 0.650 W 9 - 0.759 W10 - 0.601 BC 0.0 195.0 20.12 V ARE LOAD BEARING. SHIM DR WEDGE IF T 6- 0.760 B 6- 0.650 W11 - 0.473 W12 - 0.603 Increase - 1.250 NECESSARY TO ACHIEVE FULL BEARING. T 7- 0.579 8 7- 0.578 N13 - 0.002 W14 - 0.267 LIVE LOAD DEFLECTION BASED ON L/600 B B- 0.647 W15 - 0.476 W16 - 0.622 WHERE CONFUSION MAY EXIST CONCERNING B 9- 0.383 Wf7 - 0.668 W18 0.065 PROPER FIELD ERECTION. CLEARLY MARK 810= 0.314 INTERIOR BEARING LEVERS. AND THE CHORDSIOFSTHEATRUSS JOIN TOP CHORDS TOGETHER WITH 16d TO PREVENT IMPROPER INSTALLATION. COMMON NAILS @ 4" O.C. EACH ROW; 'X' DENOTES 2X4 CONTINUOUS LATERAL BRACING 2 ROWS STAGGERED FROM BOTH FACES REQUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED. OF 3 -PLY TRUSS. JOIN BOTTOM CHORDS TRUSS DESIGNED FOR 10 PSF BOTTOM CHORD TOGETHER WITH 16d COMMON NAILS @ 5" LIVE LOAD ACTING NONCONCURRENTLY WITH TOP CHORD LIVE LOAD. O.C. EACH ROW; 2 ROWS STAGGERED FROM UNIT SHALL CONSIST OF (3) MEMBERS FASTENED BOTH FACES OF THREE PLY TRUSS. TOGETHER WITH 16d NAILS AT 16' OC THROUGH- OUT FROM BOTH FACES. EACH MEMBER MUST HAVE CONNECTOR PLATES FROM BCTH FACES OF EACH 5-7-8 5-3-4 �-2-� 5-2-12 JOINT AS SHOWN. 5-6-0 4-9-12 5-4-4 ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) 12 7290 EQUALLY TO EACH PLY. 4 p 4860 120120 7275 2445 6490 THIS TRUSS IS DESIGNED USING THE ASCE 7-88 CODE. BASIC WIND SPEED -75 MPH. 4-0-0 07 5 PLATING BASED ON GREEN LUMBER AT TIME 1 -9 -BT 6: OF MANUFACTURE. u n 11 3 COMPLETE TRUSSES REGUIREDI SPECIAL PLLTE POSITIONING CHART JOINT/ Y,: 11 n) Y; lin) ANGLE ------ ------ ------ ------ 2 1.75 -5.50 9.2 R2445 EXP 8 5675 R32105 5660 60105 120120 5660 5675 IF 5660 R3260 864105 85660 GIRDER.3-3-12 5-2-8 f-2-11 5-2-8 5-2-12 LOADS MUST 8E VERIFIED. 1 538~-(2-9-01 2-8-0 5-2-8 2-9-0 CONCENTRATED LOADS) REQUIRE(S) ADEOUATE 38-0-0 OVERALL SPAN MANGER TO TRANSFER EOUAL LOAD TO EA. PLY. 14-0-0 PLATE CODE SPACING DATE 85000 NCC-LDG 12.00' O.C. 12/13/93 ' ` ' ` T r"C La.�i TRUSWAL SYSTEMSCORPORAiION II I5 TNF RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MFET OR EXCEED THE ACTUAL TJ4 p LOADS IMPOSED BY THE STRUCTURE AND TJJE IIVL LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISIOn ICeI CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL UIM(TJi1QNS PRIOR 10 FABRICATION. CONNECIOR PLATES SHOWN ANE TRUSWAL 16. IB. OR 20 GAGE, AS SPECIFIED r e0"ICAr ION SHALL COMPLY WITH TIFF 'QUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPII AND THE TPUSWAI TnUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATFO ARF TO Of EOUAt LV DIVIDED DENOTES NJIS OE SIGN ASSUME ONLY THIS AI. CUTTING ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MF.MBFPS IS NOTED ON THIS ORAWING THF. TOP CHORD TO BE CONTINUOUSLY BRACFO BY SHFATHING UNLESS OTITEPWISF S'ATEU WHERE O "1910 CEILING 15 APPLIED DIRECTLY TO THE 80110M CHORD. IT SHALL BE BRACED AT INTERVALS •JUT ETCEFOING 10'-0' PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY F.Rf CTION Bn AC 1JIG MNICH IS AI MAYS gEOUIREO 10 PREVENT TOPPE ING AND DOMINOING' RFFFR TO BRACING WOOD TRUSSES CNMMFJIIAIIY AND RECOMMENDATIONS' (IPI) WHERE CONFUSION MAY EXIST CONCFRNING PROPER FRED FRECIION, CII Al11T MAn M, INTERIOR BEARING LOCATIONS, CANTILF.VFRS. AND THE CHORDS OF THE TRUSS 10 PREVENT IMPROPER INS T AI,LAI ION. TRUSSES SHALL NOT BI. PLACED IN ANY LN Y IRONMENI THAT WILL CAUSE THE MOISTURE CONTENT OF THE WUOU lU 11CLFO L9t aN0/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST OEIERm INEO BY JUO1LIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWAL A T r u s P 1 u s Des i g n /� L O /� D111,j� F •A 3 � �� 18 • CA M36 MASONIC TEMPLE - CHICO / HOMEWOOD / Version 3.80 Oty - 1 Truss name - E144 = ALL i111V.FN'%1 S .':FC i0 F3F VERIINED 81 TSS �► ` ;Ow':PU dci�T !,Si, ,i `.11tir ER, !LRC! -:;1 CCT, AND/Oh 3lALMING CONTRAGRA PKIOR TU FORICATIOIti"