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Home My WebLink About0003.01 Truss Plans10/24/2000 08:02 FAX 13177383440 DAVIDSON IND QUAN TYPE SPAN P1-81 OVERHMOSIJOB '2 63X 340060 4 1104 1104 RyLNDBWARWICK II- fm 002 1 MARK 4XG= ' DG 19-00-DS B T NO 3-15 12 4 2x4 \\ 2x4 H 1X4- P T 5-11-15 1 2 ]x10= 3 A 3 4-1L E 91 D B1 Sxa= 3x6= Sxa= U,iS[ar -- Version 39.7.3 RUN DATE, 6-17-9a CSL size LUMBER 1.15PE TOP 0.67 2X 4 SP-42 1730 BIN 0.62 2X 4 SP-B1 2130 WES 0.31 2X 4 SP-43 Sao EXCEPTIONS: E-9 2X 4 SP42 1720 9-D SAME AS E-B REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BT'M CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN LOAD CASE 81 LUMBER STRESS INCREASE, 15.04 LOADING LIVE DEAD (PSF) TOP CIID 20.0 10.0 SIN CH➢ 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT TYPE WORZ VERT WIDTH LBS LBS IN-SX A PIN 0 1470 3- a C HORZ RLR 0 1420 2- 8 LEFT RIGHT HEEL OIH - 4Sx GIN - 4SX MEMBR CSI P(LDS) MOIST M22NO TOP CHORDS A-F 0.67 3339 C 79 -1309 F-G 0.43 2901 C 1309 -1745 G-B 0.54 7104 C 1745 -2149 B-H 0.54 2604 C 2149 -1745 H-I. 0,43 2901 C 1745 -1309 I-C 0.57 3339 C 1309 -79 BOTTOM CHORDS A-E 0.82 3273 T 943 -207 E-61 0.64 1993 T 2407 6 SI-D 0.04 1993 T -6 -2407 0-C 0.02 3173 T 2407 -943 WEBS F-E . 460 C G-E - 315 C E-B - 975 T B-D - 975 T D-I . 450 C D-H • 315 C DL+LL DEFL - 0.53• IN D-C LL DEPL - 0,210 < HAG-SPAN/360 SPAN/DEFL (DLaLL) - 766 34-OD-00 34-00-00 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRZPPINO 561-393 PSI PER PAIR INCLUDES 15.01 INCREASE TENSION 3030. 924 PLY PER PAIR SHEAR 970- 491 PLI PER PAIR ,IT TYPE PLATE SIZE X Y A 2001 3.00 X10.00 9.6 3.0 B 3010 4.00 X 6.00 CTR CTR C 2001 3.00 X10.00 2.8 3.0 D 1070 5.00 X B.00 CTR CTR E 1070 5.00 X 8.00 CTR CTR P 1001 2.00 X 1.00 CTR CTR G 1001 2.00 X 4.00 CTR CTR H 1001 2.00 X 1.00 CTR CTR I 1001 2.00 X 4.00 CTR CTR S1 1100 3.00 X 6.00 CTR 0.2 I DG 18-00-OS NO 3-15 3x10= C NOTES+ 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI/TPI 1-1995). 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS.- URC,1908 EDITN TRUSS IS DESIGNED AS A MAIN WIND-PORCE RES SYSTEM WIND SPEED - EO MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHOCKED lUNSLN LD FAC - 1.00, 0.00), 6. FASTEN TRUSS TO ERG.A FOR 303 LOS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BAG. 7. FASTEN TRUSS TO BRG C FOR 308 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. ,,H��4s°'; G,0 v�sTE9 Oj 0- 760910419 y STATE OF OCT 23 - 4x6= ` Dc 18-00-OS 'B HO 3-15 14 4 r- 7x4 \\ T 1xM1� 5-12-15 P T - 3x10= A 2 sx6= 3i6= a ` TC 17-00-00 BC 34-DO-00 34-00-00 U.1Star -- Version 39.7.3 RUN DATE, 6-17-98 CSI SIZE LUMBER 1.15PB TOP 0.67 2X 4SP-42 1730 BIM 0.82 2% 4 SP-41 2130 NBS 0.31 2X'4 SP-43 980 EXCEPTIONS: 6-9 2X 4 SP42 1720 B-D SAME AS E-B RBPBTITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE 61 LUMBER STRESS INCREASE, 15.01 LOADING LIVE DEAD (PSF1 TOP CUD 20.0 20.0 STM CRD 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT' TYPB HORZ VERY WIDTH LBS LBS IN-SX A PIN 0 1420 3- 5 C HOR2 RLR 0 1420 3- 6 LEFT RIGHT E66L OIN - 4Sx OIN - 4SX MEMBR CSI P(LDS) HOIST M02ND TOP CHORDS A-F 0,67 3339 C 79 -1309 F-G 0.43 2501 C 1309 -1769 G-B 0.54. 2604 C L745 -2149 B-H 0.54 2604 C 2149 -1745 H-1 0.43 2901 C L745 -1300 I-C 0.57 3339 C 1109 -79. BOTTOM CHORDS X-C 0.82 3173 T 963 -2407 E-91 0.94 1993 T 2407 6 AI-D 0.64 1993 T -6 -2407 0-C 0.02. 3173 T 2407 -943 WEBS F-E - 460 C G-E - 315 C E-B . 975 T B-D - 915 T D-I . 460 C O-M 315 C DL+LL DEPL - 0.53• IN D-C LL DEPL - 0.21' < HAG-SPAN/360 SPAN/DEFL (DLaLL) - 766 DG 25-00-05 NO 3-15 2X4 H 2x4i C I ZD 3x10= C 0 Sx6= PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY. PLATE VALVES WITS TEE-LOK CORPORATION GRIP BASED ON SYP. LUMBER PLATES - 20 GAUGE TL-20 GRIPPING S61-393 'PSI PER PAIR INCLUDES IS.04 INCREASE TENSION 1030- 924 PLI PEA PAIR BRIAR 970- 496 .PLI PER PAIR JT TYPE .PLATE SIZE X Y A 2001 3.00 X10.00 9.0 3.0 S 3010 4.00 X 6.00 CTR CTR C 2001 3.00 X1D.00 9.8 3.0 D 1070 $.DO X 8.00, CTR. CTR E 1070 3.00 X 6.00 CTR CTR F 1001 2.00 X 4.00 CTR CTR G LOD1 2,00 X 4.00 CTR CTR N LODI 2.00 X 4.00 CTR CTR 1 1001 2.00 X 4.00 CTR C7R S1 1100 3.00 X 6.00 CTR 0.2 NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. At CONFORMS TO UBC (ANSI/TPI 1-1995). 3. $MPIRICAL ANALOG IS USED- 4. WIND LOADS - UBC,1988 EDITN TRUSS I5 DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 S. UNBALANCED LOADS CHBCRF,D (UNBLN LD FAC - 1.00, 0.00). 6. PASTBN S TO BRG A FOR 9 LBS P'UPLIPT, WH i ING NO UPWARD MOVEMENT: OF WALL OR BEG. 1. PAS S TO BRG C FO 306 OF UPLIFT, WHI ITTING NO UPWARD MOVEMENT OF WALL OR ERG. u NO. -< .60910419 STATE OF OCY2gW-0 . Sx6= IDG 15-09-12 .'8 DG 15-09-12 XO 4-03 RO 4-03 T 12 6 2X4\� - 2X4// F G 7-04-03 TT y C 1 4x6= 2 _ Mx6= A C B1 E- S1 D EC UniSOar -- Version 39.7.3 RUN DATE. 6- 2-90 CSI SIZE LUMBER 1.15FE TOP 0.60 2X 4 my-02 1720 BIM 0.61 2X a SP-42 1720 WBS 0.19 2X 4 EP-03 960 EXCEI1T10NS, E-B 2X 4 SP-42 1730 H-D SAME AS S-R REPETITIVE MEMRBR STRESS USED. LATXRAL BRACING: TOP CHORD - CONTINUOUS BIM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN LOAD CASE 01 LUMBER STRESS INCREASE: 15.0E LOADING LIVE DEAD (PSF) TOP CID 20.0 10.0 BTM CRD 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT 'REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX 'A 1150 3- B C 1160 3- a LEFT RIGHT HEEL OIN - 45X OIN - 45X MEMBR CSI P(LBS) MOIST M82N➢ TOP CHORDS A-F 0.6o 1945 C 935 -3232 F-12 0.50 1630 C 3232 -1802 B-G 0.60 1630 C 1601 -3232 G-C 0.60 1943 C 3232 -936 BOTTOM CHORDS A-E 0.63 1G61 T 227 -1609 E-91 0.52' 109E T 1609 605 61-D 0.52. 1090 T '-603 -la09 D-C 0.63 1661 T 1809 -227 WEBS F-E . 416. C E-B . 662 T B-D + 662 T D-G . 416 C DLtLL DEFL.- 0.26• IN D-C LL DEFL . O.D7• < BRG-SPAN/360 SPAN/OEFL (DULL) . 999 4x6= 3XG= 4x6•- 26-00-00 20.00-00 PLATING CONFORMS TO ITT (GROSS AREA.METHOD) VERIFY PLATE VALUES WITH TEE -LOX CORPORATION GRTP BASED ON SYP.LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 PSI PER PAIR INCLUDES. 1S.04 INCREASE TENBION.1030='924'PLI PER PAIR SHEAR 910- 496 PLI PER PAIR JT TYPE A 2001 B 3010 C 2001 D 1010 E 1010 F 1001 G 2001 S1 1300 PLATE STIR 4.00 X 6.00 5.00 X 6.00 4.00 X 6.00 4,00 X 6.00 4.00 X 6.00 2:00 X 4.00 2.00 X 4.00 3.00 X 6.00 X Y 6.0 3.5 CTR 2.4 6.0 3.5 CTR CTR CTR CTR CTR' CTR CTR CTR CTR 0.2 NOTES: I. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI/TPI 1-199S). 3. EMPIRICAL ANALOG 16 USED. 4. WIND LOADS - USC,1906 EDITN TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - 50 MPH MEAN ROOF WEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 S. UNBALANCED LOADS CHECKED (UNBLN LD FAC • 1.00, 0.00). 6. FASTEN TRUSS TO BRG A FOR 754 LBS OF UPLIFT, 'WHILE PERMITTING NO UPWARD MOVSMENT UP WALL OR BRG, 'i. FASTEN TRUSS TO BRG C FOR 253 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. OCT 2 3 2000 U$N T7CPE SPAN `P1-814 ",OVMMANG8 J08 ' it = MARK '6 'SCXS 28�6,0000 "" 1104 1104E ny C&'`II-CIIRYkil22 y sx6= DO 15-09-1zDG B NO l-Ol O 4s O79-12 T 64xvp 1 aX4. G H 7-D4-o3 .I 4-00.00D 3 7X8= 3 T 6xB= " F 2xa II J 3 -s BB 2x4 II SC 12 0 e o TC 14-00-00 14-00-00 BC 14-00-00 14-00-00 P 26.0V VV Uni506r -- Vcr6ion 39.7.3 RUN OATH: 6- 2-90 CSI SIEH LUMBER 1.15FB TOP 0.64 2X 45➢-02 1720 BTM 0.94 2X 4 SP-92 1720 WAS 0.03 2X 4 SP-X3 960 EXCEPTIONS: C-D 2X 4 SP-S2 1720 D-H SAME AS G-n REPETITIVE MEMBER STRESS USED. LATERAL RRACINGt TOP CHORD - CONTINUOUS BTM CHORD - 03 IN. OC TRUSS SPACING - 24.0 IN LOAD CASE 01 LUMBER STRESS INCREASE: 15.04 LOADTNG LIVE DEAD (PSF) TOP CND 20.0 10.0 BTM CHO 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-3X LBS IN-SX A 1180 3- 5 C 1180 3- 0 LEFT RIGHT HEEL OIN - aSX OIN - 4SX MEMBR CSI P(LBS) MOIST MO2ND TOP CHORDS A-0 0.64 4080 C 2491 -1640 G-S 0-.64 2660 C 2640 -2205 9-11 0.44 2690 C 2205 -1640 H-C 0.54 4050 C 1640 -2497 BOTTOM CHORDS A-F 0.94 3791 T1119 29S F-D 0.94 3100 T -295 -44{ n-E 0.94 3500 T 944 296 E-C 0.94 3791 T -266 -1110 WEBS F-G - 115 T G-D a 1137 C D-A + 2164 T D-H + 1119 C E-H - -115'T DLi LL DEFL - 0.03' IN B-H LL DEFL . 0.37- 4 BRG-SPAN/360 DL+LL ROR2 - 0.61' AT C $PAN/DRFL (DL,LL) - 405' PLATING 'CONFORMS TO TPL (GROSSAREA METHOD) VERIFY PLATE VALUES WITH TEE'LOE CORPORATION GRIP BASED ON SYP LUMBER PLATES- 20 GADGE TL-20 GRI➢PING 361-393 PSI PER PAIR 'INCLUDES 15.0F INCREASE TENSION 1030- 924 PLI PER FAIR SHEAR 970- 499 DLI PER PAIR JT TYPE PLATE SIZE E Y A 2101 5.00 X 1.00 9.4 3.5 B 3001 5.00 X 6.00 CTR 2.4 C 2101 5.00 X 0.00 9.4 3.5 D 6070 7.00 X 0.00 CTR 3.7 E 1oo1 3.00 X 4.00 CTR CTR F 1001 2.00 X 4.00 CTR CIA G 1050 4.00 X 4.00 CTR CTR A 1050 4.00 X 4.00 'CTR CTR NOTES. 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI/TPI 1-1995). 3• EMPIRICAL ANALOG IS USED. 4. WIND LOADS - OBC,I989 EDITN TRUSS IS DF.STGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - 00 MPH MEAN ROOF BEIGDT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1. 5. UNBALANCED LOADS CHECKED (UNBLN LD FAC - 1.00, 0.00). 4. BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO BRG PLATE CONNECTION WHTCR ALLOWS 0.61 INCHES OF NONE. MOVEMENT AT JOINT C 7. FASTEN TRUSS TO BAG A FOR 254 LBS OF UPLIFT, WHILE ➢ERMITTING NO UPWARD MOVEMENT OF MALL OR BAG. 0. FASTEN TRUSS TO BAG C FOR 253 LBS OP UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRO. lU/L4/Z000 Ua:UJ YAA 1J177J6044U UAV.LUSUN 0)) i@005 .Qvr,x Trr$ SPAN ''P1-H1 �'.OVERHANOS" JOB'l�..., gsktl)V;v 1 4.3 2�0000 "'1104� 'iT04 RYLNDWWARNICK II-C"RYN2S122 DG 16-00-10 SAG= un 7-1t B MS 16-00-10 12-00-00 1 12-00-00 I H 24-00-OD 24.00.00 Ea I UniS9ar -- Version 39.7.3 DL.LL DBPL - 0.14'IN F-B NOTES: RUN DATE: 6- 2-91 LL DEFL . 0.06• < BRG-SPAN/36o 1. TRUSSES MANUFACTURED BY - SPAN/DEFL (DL*LL) • 999 DAVIDSON INDUSTRIES CSI SIZE LUMBER 1.15PB TOP 0.39 2X 4 SP-F2 1730 BIM 0.43 3X 4 SP-02 2730 NBS 0.35 2X 4 SP43 960 HDGHA 2X 4 SP-42 YDGGC 2X 4 SP-02 EXCEPTIONS, E-B 2X 4 SP-42 1720 B-D SAME AS E-B REPETITIVE MEMBER STRESS USED. LATERAL GRACING. TOP CHORD - CONTINUOUS BIM CHORD - CONTINUOUS TRUSS SFACING - 24.0 IN LOAD CASE 01 LUMBER. STRESS INCREASE: 1S.0! LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 ➢TM CND 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-Sx LEE IN-SX A 1021 3- 4 C 102L 3- 5 LEFT RIGHT HEEL 3IN - 6SY.. 3IN - 6Sx MEMBR CSI P(L➢S) HOIST M62ND TOP CHORDS A-F 0.39 2061 C 2240 -1920 P-11 0.37 931 C 1920 .1679 B-C 0.37 931 'C 2679 -1920 G-C 0.39 2061 C 1920 -2240 BOTTOM CHORDS A-E 0.43 611 T 1636 -1069 E-S1 0.29 546 T 1069 846 S1-D 0.29 542 T -846 •100 D-C 0.43 111 T 1069 .1636 WEBS F-E - 299 C E-B - 468 T B-D - 469 T D-C - 299 C PLATING. CONFORMS TO TPI (GROSS AREA MBTHOD) VERIFY PLATE VALUES HTm TEE -LOX CORPORATION: GRIP BASED ON SYP LUMBER PLATES - 20 .GAUGE TL-20 GRIPPING 561-193 PSI PER PAIR INCLUDES 15.01, INCREASE TENSION 1D30- 924 PLI 'PER�PAIR SHEAR 910. 00 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2002. 6.60 X 7.00 0.2 1.6 B 3020 S.00 X 0.00 3.0 1.$ C 2002 6.00 X 1.00 0.2 2.6 D 1010• 5.06 X 6.00 CTR CTR E 1010 5.00 X 6.D0 CTR CTR P 1001, 2.00 X,4.10 CTR CTR G 1001 2.00 X 4.00 CTR CTR SS 1100 3.00 X 4.00 CTR' 0.2 2. ANALYSIS CONFORMS TO DEC (ANSI/TPI 1-1995). 3. EMPIRICAL ANALOG IS USED. 4. HIND LOADS - UBC,I998 EDITN TRUSS IS DESIGNED AS A MAIN HIND -FORCE RES SYSTEM HIND SPEED - 90 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 S. UNBALANCED LOADS CHECKED (UN➢LN LD FAG , 1.00, 0.00). 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 470 LBS. 7. FASTEN TRUSS TO ERG A FOR 146 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF MALL OR ERG. B. FASTEN TRUSS TO ERG C FOR 146 LEE OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. FABRICATOR NOTES, 1.ALL FILLER AND BLOCKING MEMBERS NOT A PART OF THE STRUCTURAL ANALYSIS TO BE PLATED WITH 1.5• x 4. PLATES MINIMUM. tx7 Lv OCT2320 1V/44/4VVV vo .VJ rM 1J111JVJYYV .vn __ qq vVv :'VUAWTYPHSPAN 'Pl-Hlll0 VTRSAZi(i8 MARK Jule ,3 4r`3 2:40000 10 1104 3104 RYLMNNARWICK IL-"CORYN29112 10-U7-15 4x611 GG 16-00-10 g q 16JO.10 J � OI lO ti ~ 12-00-00 ) 13-00-00 24-00-00 24-00-00 UniSrar -- version 39.7.3 MUWBR CHI P(LBS) MOIST MB2NO NOTES: RUN DATE: 6- 2-91 • 3-PLY TRUSS CS1 SIZE LUMBER 1.157E TOP 0.58 2X 4 SP-92 1120 arm 0.91 2X 6 SD-E1 1900 NUS 0.72 2X 4 SP-93 990 WDGOA 2X 4 SP-W2 WDGOC 2X 4 SP-62 EXCEPTIONS: E-B 2X 4 SP-62 1120 B-D SAME AS E-B REPETITIVE MEMBER STRESS USED. LATERAL BRAC7NC, TOP CHORD - CONTINUOUS HTM CHORD CON1INUOUS TRUSS SPACING - 24.0 IN LOAD CASE 41 LUMBER STRESS INCREASSi 15.01 LOADING LIVE DEAD (PLF) TOP CRn 40.0 20.0 BTM CHD 260.0 280.0 TOTAL 300.0 300.0 600.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IS-SX LES IN-SX A 7259 3- P C 72S9 3- B LEFT RIGHT HEEL 3IH - 65X 31N - 6SX MEMBER FORCES - EACH FLY MEMBR CS1 P(LOS) MOIST M02ND TOP CHORDS A-F 0.36 2541 C 119 -305 F-H 0.38 2501 C 305 -65) 0-G 0.35 2501 C 953 -305 G-C 0.36 2547 C 305 .819 BOTTOM CHORDS A-E 0.91 1953 T 4111-11267 E-S1 0.84 1323 T 21267 5405 S1-D 0-34 1323 T-5405-11267 D-C 0.92 1953 T 11267 -4711 WEBS F-E . $1. C E-9 1650 T S-D 2650 T D-G - 81 C DL+LL DRPL-'0.22- AT 81 LL DEFL - 0.11• < ORO-SPA14/360 SPAN/DEFL (DL+LL) - 999 PLATES ARE FOR EACH PLY PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES-- 20 GAUGE TL=20 GRIPPING 561•.393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 499 IlLZ PER PAIR JT TYPE PLATE $128 x Y A 2017 6.00 x 7.00 1.6 3.0 B 30101 4.00 X 5.00 2.5 CTR C 2017 6.00 X 1.00 1-6 3-0 D 101OR 4.00 X 6.00 CTR CTR E 101OR 4.00 X 6.00 CTR CTR F 1001 2.00 x 4.00 CTR CTR G 1001 2.00 X 4.00 CTR CTR 51 2100 5.00 X 6.00 CTR 0.2 R • PLATE IS ROTATED BY 90 DEG I. TRUSSES MA"FACTURBD BY - DAVIDSON fNDUSTKIES 2. ANALYSIS CONFORMS TO U➢C (ANSI/TDI 1-1996). 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - U➢C.1909 EDITS TRUSS IS DESIGNED AS A MAIN WIND-FORCU RES SYSTEM WIND SPEED - HO MPH MEAN ROOF NBICHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. PREVENT TRUSS ROTATION AT ALL REARING LOCATIONS. 6. S TO HBO A OR1745 L90 OF UPLIFT, ING NO UPWARD MOVEMENT OF WALL OR BAG. T. i S TO HRG C FOR1745 LBS OF UPLIFT. �ZWG NO UPWARD MOVEMENT OP WALL OR BRC. Q. GIRDER CONDITION: COMMON GIRDER TYPE. TIB-IN TRUSSES ON HIM CHD WITH SPAN OF 29.000 ff. 9. USE PROPERLY RATED HANGERS FOR LOADS FRAMING INTO r----r,UDIM TRUSS. 10. ] COMPLETE RUSSES REQUIRED. FASTER TRUSSES TOGETHER W/ 16d NAILS AS EACH LAYER IS APPLIED, STAGGERED AS FOLLOWS MEMBER. ROWS SPACING (IN) TOP CAD 1 12.0 HIM CHD 2 a.5 RUBS 1 12.0 PLUS CLUSTERS OF NAILS IF SHOWN. OCT % % 20 QIIANTYPB SPAN 'P1-Hl .:OV&RitAN08 4708 a - rl;►ltR a MONO -51106 4 s,;1104 0. RYLNDviliiifd IX;64iW 22 _ . Y 4 i o 6_303.00 HO 2-03-042s411 BC UniSrar -- Version 39.7.3 RUN DATE: 5-12-99 C6) 877,E LUMBER 1.15PB TOP 0.32 2X 4 SP-42 1720 BTM 0.24 2X 4 SP-02 1720 WAS 0.01 2X 4 SP•43 980 KEPE1'I'IIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD- CONTINUOUS ATM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN LOAD CASE 41 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CND 20.0 10.0 BTM,CND 0.0 30.0 TOTAL 20.0 30.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LRS IN-SX LBS IN-SX A 292 3- R C 232 3- B LEFT RIGHT HEEL OIN - 45X MEMBR CSI P(LBS) MOIST M22ND TOP CHORDS A-9 0.32 51 C -227 231 BOTTOM CHORDS X-C 0.24 39 C 623 .60 WEBS C-D 0.07 256 C 0 0 DL+LL DEFL . 0.10- IN A-B LL DEFL - 0.01- < BRG-SPAN/260 SPAN/DEFL (DL+LL) - 735 5-11-06 PLATING CONFORMS TO TPI (GROSS AREA METROD) VERIFY PLATE VALUES WITH TSR-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGETL-20 GRIPPING 961.393 PSI PER PAIR INCLuDBB 15.0% INCREASE TENSION 1030- 924 PLI 'PER PAIR SHEAR 970- 495 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 3.00 X 6.00 7.9 3.1 B 4594 2.00 X 4.00 2.0 1.0 C 4594 2.00 1 4.00 2.0 1.7 d3S f, ,,6Y L 2X4 It NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO DOC (ANSI/TPI 1-1995). 3. EMPIRICAL ANALOG IS USED. 4. WTWO LOADS - UBC,I92B EDITN TRUSS IS DESIGNED AS A MAIN WINO.PORCP. RES SYSTEM WIND SPEED - 60 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UN➢ALA14CED LOADS CHECKED (UNBLN LD PAC • 1.00, 0.00). G. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAn OF 122 LBS. 7- PASTRN TRUSS TO BRC A PON 70 LRS OF UPt,i FY, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. S. PASTEN TRUSS TO BRG C FOR 62 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BBC. Q �ST�9� S QST 4i NO. 0910419 ATE OF k 4mlm OCT 2 % 10/24/2000 08:.02 FAX 13177383440 DAVIDSON IND f3 4.3 260000 6 1104 1104 16003 1 MARE t T 7-04-03 T BC OG 15_09-12 M O N UniSOar -- version 39.1.3 RUN DATE. 6- 2-9a CSI SIZE LUMBER 1.15FB TOP 0.60 2X 4 SP-42 1720 BIM 0.63 2X 4 SP-42 1720 WES 0.19 2X 4 RP-M3 980 EXCEPTIONS• E-B 2X 4 SP-42 1720 B-D SAME AS B-P, REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN TOAD CASE H1 LUMBER STRESS INCREASE: 15.Of I,=rmc LIVE DEAD (PSF) TOP CHD 20.0 10.0 BTM CHO 0.0 10-0 TOTAL 20.0 20-0 10.0 SUPPORT CRITERIA JT REACT WTDTR JT REACT WIDTH LEE TN -Sy LBS TN-sx A 1150 3- 6 C 1180 3- 9 LEFT RIGHT HEEL OIN - 4SX OIN - 45X MEMBR CSI MRS) M41ST M02ND TOP CHORDS A-F 0-60 1045 C 935 -3232 F-2 0.60 1530 C 3232 -1801 B-G 0.60 1630 C 1101 -3232 G-C 0.60 1945 C 3232 -936 BOTTOM CHORDS A-E 0.63 1G61 T 227 -1009 R-S1 0.521095 T 1609 605 S1-➢ 0.52 1090 T '-605 -1809 0-C 0,61 1661 T 1609 -221 WEBS F-E 416 C E-B = 662 T B-D + 662 T D-G = 416 C DULL DEFL - 0.26• IN D-C LL. DEFL 6'. 0.07! < BRG-SPAN/360 SPAN/DEFL (D➢+LL) . 999 4x6= sxn= +x=•- 28-00-00 28.00=00 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE -LOX CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING $61-393 PSI -PER PAIR INCLUDES 15.04 INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 910- 496 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 4.00 X 6.00 6..0 3.5 B 3010 5.00 X 6.00 CTR 2,4 C 2001 4.00 X 6.00 6.0 3.5 D 1010 1-00 X 6.00 CTR CTR E 1010 4.00 X 6.00 CTR. CTR F 1001 2.00 X 4.00 CIA CTR G 1001 2.00 X 4.00 CTR CTR S1 1100 3.00 X 6.00 CTR 0.2 DG 15-09-12 NOTES: 1- TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2- ANALYSIS CONFORMS TO UBC (ANSI/TPI 1-1995). 3- EMPIRICAL' ANALOG IS USED. 4. WIND LOADS - OBC,1908 EDITN TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES, SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 S. UNBALANCED LOADS CHECKED (UNBLN LD FAC = 1.DO, 0,00). 6. FASTEN TRUSS TO ERG A FOR 254 LDS of UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BAG'. 7. FASTEN TRUSS TO ERG C FOR 2S3 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BAG. r Q G�STF, NO.p1 s 60910419 mST�AyTE�1O�-F moiM+ OCT 2 3 2WO 10/24/2000 68:03 FAX 13177383440 DAVIDSON IND 11004 QUAN TYPE SPAN Pl-111 OVERHANGS JOB MARE 6 SCXS 280000 6 1104 1104 'RYLND"WARWICR II-C"RMS122 OG 15-09-12 9-12 SX6= HO 4-03 B EEO4-03 T 12 64X4Z 1 4Y4J I G H 7-04-03 T C 4-00.000 D 3 1 7X6= A` B1 B2 5%8= F B C ^ 12 p ^ e L Yo TC 14-00-00 14-00-00 BC 14-00-.00 14-00-00 -00 1� • v UniStOr -- Vrr6ioA 39.7.3 RUN DATE: 6'- 2-98 CSI SIZE LUMBER 1..15FE TOP 0.94 2K 4 SP-X2 1720 BIM 0.94 2X 4 SP42 1720 WBS 0.93 2X 4 SP-43 930 EXCEPTIONS: G-D 2X 4 SP-42 1720 D-H SAME AS C-T) REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - 63 IN. OC TRUSS SPACING - 24.0 IN LOAD CASE 41 LUMBER STRESS INCREASE: 15.01- LOADTNG LTVE DEAD (PSF) TOP CRD 20.0 10.0 BTM CHO 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-S)( LBS IN-SX A 1180 3- 6 C 1180 3- 6 LEFT RIGHT REEL OIN - 4SX GIN - 43X MEMBR CSI P(LBS) MOIST M02ND 70P CRORDS A-0 0.84 4080 C 2491 -1640 G-5 0•.64 3880 C 2640 -2205 2-)1 0.64 2880 C 2205 -1640 H-C 0.94 4060 C 1640 -2497 BOTTOM CHORDS A-F 0.94 3191 T X122 295 F-D 0.94 3000 T -295 -444 D-E 0.94 3800 T 644 296 E-C 0.94 3791 T -296 -1116 WEBS F-G a 115 T G-D a 1137 C ➢-9 - 2164 T D-U - 1129 C E-H - 115 T DL+LL DEFL a 0.63' IN B-H LL DEFL-.. 0.37' .BRG-SPAN/360 03.,LL HORZ - 0.61' AT C SPAN/DELL (DL,LL) - 405 PLATING CONFORMS TO TPI (62065 AREA METHOD) VERIFY PLATE VALUES. WITH TEE-LOK CORPORATION. GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 PSI FEE PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI. PER PAIR SHPAR 970- 490 PLY PER PAIR JT TYPE PLATE SIZE Y Y A 2101 5.00 X 1.00 9.4 3.5 B 3001 5.00 X 6.00 CTR 2-4 C 2101 5.00 X 9.00 9.4 3.5 D 6070 7.00 X 6.00 CTR 3-7 E 1001 2.00 X 4.00 CTR CTR F 1001 2.00 X 4.00 CIO CTR G 1050 4.00 X 4.00 CTR CTR H 1050 4.00 X 4.00 CTR CTR NOTES: 1. TRUSSES MANUFACTURED 6Y - DAVIDSON INDUSTRIES 2.. ANALYSIS CONFORMS TO UBC (AWSI/TFI 1-1995). 3. EMPIRICAL ANALOGISUSED. 4. WIND LOADS - UBC,1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - '80 MPH MEAN ROOF HEIGHT - 2S' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - I 5. UNBALANCED LOADS CHECKED (UNHLN LU PAC . 1.00, 0.00). 4. BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO RRG PLATE CONNECTION WHICH ALLOWS 0.61 INCHES OF HORZ. MOVEMENT AT JOINT C 7. FASTEN TRUSS TO BRG A FOR 254 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BAG. 0. FASTEN TRUSS TO BRG C FOR 253 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 0 CT 23 2MG 10/24/2000 08:03 FAX 13177383440 DAVIDSON IND 0 005 QUAN TYPE SPAN P1-111 OVERHANGS JOB MARg 1 4..3 240000 10 1104 1104 RyLNDwwARWlCK II-C•RYW28122 DG 16.Oo-io SB DG 16:00-30 '5X6= 3x4= 5X6= M IT UniScar - Version 39.7.3 RUN DATE: 6- 2-98 CST SIZE LUMBER 1.25FB TOP 0.39 2X 4 SP-12 1720 BIM 0.43 3X 4 SP-02 1720 WBS 0.35 2X 4 SP-03 980 WDGOA 2X 4 SP-42 ADGWC IX 4 SP-42 EXCEPTIONS: E-B 2X 4 SP-R2 1120 B-0 SAME AS E-B REPETITIVE MEMBER 57RESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS STM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN LOAD CASE Al LUMBER STRESS INCREASE: 15.0: LOADING LIVE DEAD (PSFI TOP CHD 20.0 10.0 BTN CHD 0.0 10.0 TOTAL 20:0 20.0 40.0 SUPPORT ,CRITERIA JT REACT WIDTH JT REACT WIDTH LRS IN-SX LES IN-SX A 1021 3- 9 C 1021 3- 8 LEFT RIGHT REEL 3IN . 6SX 3IN - 6SX MEMBR CSI MRS) MOIST M02ND ,TOP CHORDS A-F 0.39 10f1 C 2240 -1920 F-2 0.31 931 C 1920 -1619 B-C 0.37 932 C 1679 -1920 G-C 0.39 1061 C 1920 -2240 BOTTOM CHORDS A-E 0.43 111 T 1636 -1069 E-S1 D.29 54R r 1069 846 51-1) 0.22 SAR-T -646 -io$9 D-C 0_43 611 T 1069 -1635 W79S DL.LL DBFL - 0.14- IN F-B LL DRFL . 0.06• < BAG-SPAN/360 SPAN/DEFL (DL.LL) - 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATS VALUES Him TE£'-LOX CORPORATION GRID BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15.09 INCREASE TENSION 1030- 924 PLI PSR PAIR SHEAR 970. 499 PLI PER PAIR JT TYPE PLATE SIZE x Y A 2002 9.00 X 7.0�0 0.2 1.6 B 3010 5.00 x 6.00 3.0 1.9 C 2002 9.00 X 7;00 0.2 1.6 D 1010 5.00 X 6.60 CTR CTR E 1010 5.00 X 6.00 CTR CTR F 1001 2.00 X 4.00 CTR CTR G 1001 2.00 X 4.00 CTR CTR SS 1100 3.00 x 4.09 CTR 0.2 NOTES: 1. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI/TPI 1-19951. 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC,1988 EDITN TRUSS IS ➢ESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - BO MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED (UNBLN LD FAC - 1.00, 0.00). 6. ANCHOR TRUSS F'OR A TOTAL HORIZONTAL LOAD OF 470 LBS. 7. FASTEN, TRUSS TO ERG A FOR 14G LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OP MALL OR ERG. 8. FASTEN TRUSS TO ERG C FOR L46 LBS OF UPLIFT, WHILE PERMITTING NO. UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES. 1.ALL FILLER AND BLOCKING MEMBERS NOT A PART OF THE STRUCTURAL ANALYSIS TO BE PLATED WITH 1.5•. X 4• PLATES MINIMUM. 10/24/2000 08:03 FAX 13177383440 DAVIDSON IND Z 006 QUAN TYPE SPAN Pi -Hi OVERHANGS JOB MARK 3 4.3 .240000 10 1104 1104 RigMwWARWICR II-CWRYW2S122 10-07-15 BC DG 16-00-10 4X611 H 4XG 11 5x6� 4s611 DG 16-00.10 J JI 12-00-00 1 12-00-00 IJ UniStaT -- Version 39.7.3 RUN DATE: 6- 2-91 • 3-PLY TRUSS ............... CS1 SIZE LUMBER 1.1SPS TOP0.3B 2X 4 SP-92 1720 BTM 0.91 2X 6 SP-01 190n WBE 0.72 2X 4 SP-42 980 WDGOA 2X 4 SP-02 NDGOC 2X 4 SP-02 EXCEPTIONS, E-B 2X 4 SP. 12 2720 ➢-D SAME AS E-B REPETITIVE MEMBER STRESS USED. LATERAL BRACINC: TOP CHORD - CONTINUOUS BTM 'CHORD CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE 01 LUMBER STRESS INCREASE: 15.01 LOADING LIVE DEAD (PLP) TOP CRD 40.0 20.0 BTM CHD 260.0 290.0 TOTAL 300.0 300.0 600.0 SUPPORT CRITERIA JT REACT WIDTH JT MCI WIDTH LEE 1N•SX. LES IN-SX A 7259 3- B C 7259 3- B LEFT RIGHT HEEL 31M - 6SX 3IN - 6SX MEMBER FORCES - EACHFLY MEMBR CSI P(LDS) MOIST M02ND TOP CHORDS A-6' 0.36 7547 C 619 -305 F-E 0,38 2501 C 105 -651 D-G 0.38 2501 C 0S3 -305 G-C 0.76 '2547 C 305 -819 90TTOM'CROADS 24-00-00 MEMBR CSI P(LBS) M01ST M02ND WEBS F-E o 61 C E-B = 1650 T B-D - 1650 T D-G - 81 C DL.LL DBPL - 0.22- AT $1 LL DEPL - ERG-SPA14/360 SPAN/DEPL (DLaLL) - 999 PLATES ARE FOR EACH PLY PLATING CONFORMS TO TPI (BROSS AREA METRCD) VERIFY PLATE VALVES WITH TEE -LOX CORPORATION GRIP RASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393PSI PER PAIR INCLUDES 15_01 INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 490 PLI PER PAIR JT TYPE PLATE $I2E X Y A 2017 6.00 X 1.00 1.6 3.0 B 301OR 4.00 X 6.00 2.5 CTR C 3017 6.00 X 1.00 1.6 3-0 D 1010R 4.00 X 6.00 CTR CTR E 101OR 4.00 X 6.00 CTR CTR F 1001 2.00 Y-4.00 CTR CTR G 1001 2.00 X 4.00 CTR CTR 51. 2100 5.00 X 9.00 CTR 0.2 R . PLATE IS ROTAIED BY 90 DEG NOTES: 1. TRUSSES MANOFACTURED BY - DAVIDSON fNDuSTR1ES 2. ANALYSIS CONFORMS TO U➢C (ANSI/TPI 1-29961. 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC.19a8 EDITS TRUSS 13 DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - SO MPH MEAN ROOF HEIGHT - 29' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 S. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 6. FASTEN TRUSS TO SRO A FOR1745 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 7. FASTEN TRUSS TO ERG C FOR1745 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG, 9. GIRDER CONDITION: COMMON GIRDER TYPE. TIE-LN TRUSSES ON HIM CHO WITH SPAN OF 29.000 Et. 9. USE PROPERLY RATED HANGERS FOR LOADS FRAMING INTO D TRUSS OMPLETE TRUSSES REQUIRED. TEN TRUSSES TOGETHER W/ NAILS AS EACH LAYER I$ LIMSTAGGERED AS FOLLOWS F MBER ROWS SPACING(IN) P CRD 1 120 M CRD 2 a.5 BS 1 12.0 S CLUSTL•AS OF NAILS IF OWN. 10/24/2000 08:03 FAX 13177383440 DAVIDSON IND Q 007 QVAN TYPE SPAN P1-H1, OVERHANGS JOB RK 8 MONO 51106 4 1104' 0`RYLNDwWARF1ICR II-C"RYW25122 Tc iDG 6-03-00 NO 3-15 TC BC UniSCeT .. Version 39.7.3 RUN DATE: 5-12-91 C81 677.E LUMBER 7.1SP4 TOP 0.32, 2X 4 SP-02 1120 BTM 0.24 2X 4 SP-02 1720 WRS 0.01 IX 4 SP-03 980 KEPBTITIVE MEMBSK STKESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING. - 24.0 IN LOAD CASE Y1 LIMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) 'COP CHU 20.0 '10.0 BTM CHD 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS 'IN-SX LBS IN-SX A 292 3- R C 232 3- B LEFT RIGHT HEEL DIN - 4SX MEMBR CST P(LBS) MOIST M62ND TOP CHORDS A-B 0.32 51 C -227 231 BOTTOM CHORDS X-C 0.24 39 C 625 -6o WEBS C-D 0.07 256 C 0 0 OLtLL DEFL= 0.10• IN A-B LL DEFL - 0.01• • ➢RG-SPAN/360 SPAN/DEFL IOL•LL) - 735 5-11-06 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TER -.LOX CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561.393 PSI PER .PAIR INCLUDES 15.0t INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970-498 PLI PER PAIR JT TYPE PLATE SIZE A 2001 1.00 )I 6.00 B 4594 2.00 X 4.00 C 4594 2.00 X 4-00 X Y 7.9 3.1 2.0 1.0 2.0 1.7 BO 2-03-042.411 R(Sfr 2K411 NOTES: 1. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI/TPI 1-1995)- 3. EMPIRICAL ANALOG IS US=- n. WIND LOADS - OBC.190B EDITH TRUSS IS DESIGNED AS A MAIN WIND.PORCP. RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5, UNBALANCED LOADS CHECKED (UNBLN LD FAC - 1.00, 0.00). G. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 122 LBS. 7. PASTF.N TRUSS TO 8RC A POR 70 LOS OF UPLIFT., WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRC. B. FASTEN TRUSS TO BKG C FOR 62 LES OF UPLIFT, NRILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BAG. NO. STATC OF UCT 2 3 'Nw 10/24/2000 08:04 FAX 13177383440 DAVIDSON IND lib 008 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MONO 41106 4 1104 0 RYLND-WARWICK II-C"RYW2S12Z �7cc DG 5-02-06 NO 3-15 4-11-06 UniScar -- Vareion 39.7.3 PLATING CONFORMS TO TPI RUN DATE, 5-12-98 (GROSS AREA METHOD) VERIFY PLATS VALUES WITH CST SIZE LUMBER 1.35FO TEE -LOX CORPORATION TOP 0.21 2X 4 SP-R2 1720 GRIP BAS ED".ON SYP LUMBER BTM 0.37 2X 4 SP-12 1730 PLATES - 20 GAUGE. TL-20 WBS 0.05 2X 4 SP43 900 GRIPPING 561-393 .PSI PER PAIR REPETITIVEIMEMBER STRESS USED. INCLUDES 15.04. INCREASE TENSION 1030- 924. PLI PER PAIR LATERAL BRACING: SHEAR 970. 496 PLI.PER PAIR TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y TRUSS SPACING - 24.0 IN. A 2001 3.00 X 6.00 7.9 3.1 B 4594 2.00 X 4.00 2.0 1-0 LOAD CASE 61 C 4694 2.00 E 4.00 2.0 1.8 LUMBER STRESSINCREASE, 15.O1; LOADING T.TVR DEAD 'IPSF1 TOY CND 20.0 10.0 BTM CHD 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LES IN-SX LES IN-SX A 252 3- 6 C 192. 3- 8 LEFT RIGHT REEL OIN - 4SX MEMOS. CST P(LRS) MOIST M92ND TOP CHORDS A-B 0.21 42 C -109 140 BOTTOM CHORDS A-C 0.17 32 C 426 -29 REDS C-S 0.05 IBS C 0 0 - nL+LL DEFT, - 0.04• IN A-B LL DEFL - 0.01- < BAG-SPAN/360 SPAN/DEFL (DL+LL) - 999 NO 1-11-042X411 2X4 11 NOTES, 1, TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI/TPI 1-1995). 3. EMPIRICAL ANALOG IS USED. 4. HIND LOADS - UR➢,19BB EDITH TRUSS IS ➢ESTONRD AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED • 80 MPH MEAN ROOF HEIGHT 25' EXPOSURE CATEGORY C OCCUPANCY CATEGORY - I 5. UNBALANCED LOADS CHECRED (UNBLN LO PAC . 1.00, 0.00), 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 102 LDS. 7. FASTEN TRUSS TO BBC A FOR 61 LES OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG- 6. FASTEN TRUSS TO ERG C FOR 51 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ➢RG. NO. < .60910419 STATE OF