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Home My WebLink About05030101-Truss InfoHO 11-07 -08 10 1OOOO 1000 DG 16-06-06 HO 1-10-00 ZARING-YARDLEY C OR F-A0001907 J F 3x6 11-09-00 11-09-00 5-10-08 3-06-00 * 3-PLY TRUSS ~I SIZE LUMBER L.15FB 2X 4 BP~#2 2X 5 BP-#2 1380 2X 4 SP-~3 980 EXCEPTIONS; LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN F 2583 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 9958 3-15 C 8650 3- 8 MEMBER FORCES ' EACH PLY MEMBR CHI P(LBS) M@IST M@2ND TOP CHORDS -591 -731 -607 80 BOTTOM CHORDS MEMBR CSI P(LBS) MRIST M@2ND E-D 0.60 2096 T 7121 -6146 D-C 0,32 59 I 6146 -1160 WEBS PLATES ARE FOR EACH PLY PLATING CONFORMS TO TPI {GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOE CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 J 4110 4.00 X 6.00 3 2 1.6 NOTES: 1. TRUSSES M;~NUFACTURED BY - 4. TIE-IN LOADS SHOWN WITHOUT OAMAGE TO TRUSS. 5. pREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS- 5. ANCHOR TRUSS FOB A TOTAL HORIZONTAL LOAD OF 401 LBS. 7. GIRDER CONDITION: COMMON GIHDER TYPE. TIE-IN TRUSSES ON BTM CHD WITH SPAN OF 31 833 BTM CHD 3 ~. 0 WEBS i 3' 0 ~ % STATE 0 ~ ~ ~,,~,~,~<,~ , ~.~ JUN 2 3 TYPE VERHA_NGS 100 7.25 0 0 ZARING-YARDLEY C OR F-A0001907 5X8~ DG 10-03-03 B 3X6 6-1 A TC 7-07-15 B1R D 24-02-01 31-10-00 CSI SIZE LUMBER FB TOP 0.6) 2X 4 SP-~2 1500 BTM 0.48 2X 6 SP-~i 1650 WBS 0.81 2X 4 SF-~3 850 2X 6 SP-~i 1650 G-F SAME AS F-D SAME AS B-I S-B 2X 4 SP-~2 1500 B-G G-J F-C SAME AS LUMBER STRESS INOEEASE: 15.0% LATERAL BRACING: TOE CHORD - CONTINUOUS BTM CHORD - CONTINUOUS DNE BRACE - A-N F-J D-C TRUSS SPACING - 24.0 IN LOADING LIVE DEAD (PLF) TOP CBD 40.0 20.0 BTM CHD 0.0 40~0 TOTAL 40.0 60.0 100.0 (LIVE) (DEAD) SUPPORT ~RITERIA JT REACT WIDTH LBS IM-S LBS IN-SX A 2428 2583 3- E MEMBR CSI P(LBS) M@IST M@2ND 0.15 324 -39f 5 -1947 60 -7991 7991 -9194 2575 C 9194 439 BOTTOM CHORDS A-E 0.40 1931 T 373 -2537 E-G 0.46 2441 T 2537 -1847 G-F 0.48 2575 T 1847 -2622 WEBS MEMBR CSI P(LBS) M~iST M@2ND A-K = 117 C A-B = 2881 C N-E = 727 T E-B 178 C 8-G = 1145 T G-I 1011 C G-J = 976 T F-J = 1685 C F-C 3276 T D-C = 2012 C DL+LL DEFL = 0.32" IN LL DEFL = 0,11*~ < BRG-SPAN/360 SPA~N/DEFL {DL+LL) = 999 PLATING CONFORMS TO TPI ' (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPO~%TION GRIP BASED ON SYP LUMBER PLATES - 2C GAUGE TL-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- ~24 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 4010 6.00 X 7,00 CTR CTR B 5151 5.00 X 8.08 CTR CTR C 4010 5,00 Xl0.00 3.5 2.5 D 4000 3.8) X f.00 CTR CTR E 1(30 4 00 X 4.00 CTR CTE F 1050 5.00 X10,80 6.5 CTR G [170 B.00 X 8.00 CTR 5.0 H ~030 8.00 X 8.00 CTR CTR I 1001 3 00 X 6.00 CTR CTR J 1130 8 00 X18.80 CTB 5.0 K 4100 3.00 X 4.00 CTB CTB NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON ~NDUSTBIES 2, ANALYSIS CONFORMS Tf 3 EMPIRICAL ANALOG IS USED. 4 END VERTICALIS NOT DESIGNED FOR WIND EXPOSURE 5. PREVENT TRUSS ROTATION A~ ALL BEARING LOCATIONS. ~. GIRDER CONDITION HALF NIP GIRDER WITH HIP-RAFTERS OPEN FACE COMMON JACKS. GIRDER SETBACK 6.00 ft. FABRI2ATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENI OF TEE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION. SEE HIB-91 SUMMARY SHEET FRAME 4 ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. =- 60910419 ~ ~ ~ JUN z3 199 8-06-00 311000 7.25 -06 3X4 B1L A 4x6~ 0 JOB ZARING-¥ARDLEY C O HC 8-06-00 B C E S1 F 5x10= 3x6~ 4x6 ---- B1R D TC 10-05 -01 31-10-00 21-04-15 UniStar -- Version 39.6,2 N DATE: 3~20-98 CSI SIZE LUMBER 1.15FB TOP 0.61 2X 4 SP-~2 1720 BTM 0,68 2X 4 SP-#2 17~0 WBS 0,96 2X 4 SP-~2 1720 EXCEPTIONS: A-J ' ~X 4 SP-#3 960 REPETITIVE MEMBER STRESS USED, LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - A-G E-H E-F LOAD CASE ~1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 20 0 10,0 BTM CHE 0.0 10.0 TOTAL 20,0 20 0 40 0 SUPPORT CRITERIA JT TYPE HOBZ VBRT WIDTH LBS LBS IN~SX A PIN 0 1273 3- ~ D RORZ RLR 0 1273 3- 8 MEMBR CSI P(LBS} M~iST M~2ND TOP CHORDS J-G 0.29 78 T -378 884 G-B 0 32 1298 C 1772 -1460 B-H 0.54 1108 C 1737 -3086 S-I 0.61 1096 C 3086 -3556 I-C 0~59 132 C -1064 276 BOTTOM CHORDS A-E 0,50 1069 T 946 -2332 E.63 1224 T 23]2 551 S1-F 0.68 1224 T -551 -2654 F-D 0,61 870 T 2654 -363 WEBS DL+LL DEFL ~ 0.34" IN F-D LL DEFL = 0.04" ¢ BRG-SPAN 36{ SPAN/DEFL DL+LL = 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LEK CORPORATION GRiP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 FSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y k 4010 4.00 X 6.00 CTR CTR B 5101. 4 00 X 6.00 2.9 ~E C 4000 3.00 X 6.00 CTR CTR D 4010 5~00 X 6.00 CTR CTR E 1070 5,00 X10.00 CTR CTR F 1010 4.00 X 6.00 CTR CTR G 1012 4~00 X 6.00 CTR CTR H 1110 5,(0 X 8.00 iTE 3.0 I 1010 5,00 X 6 S0 CTR CTR J 4100 3.0G X 4.00 CTR CTR SI 1100 3.00 X 6.00 CTR 0.2 NOTES: I TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFCSMS TO UBC (ANSI 'TPI 1-1995 3. EMPIRICAL AN D. 4. WIND LOADS - TN A M OCCUPA~NCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED UNBLN LD FAC = 1.00 0.00) 6, ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 480 LBS. 7, FASTEN TRUSS TO ERG A FOR 234 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 8. FASTEN TRUSS TO BRG D FOR 243 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. FABRICATOR NOTES~ 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT CF THE BRACE IF ALL BRACED MEMBERS SUCKLE IN THE SAME DIRECTION. SEE SUMMARY SHEET FRAME 4 (ORANGE SHEET OH BUILDING DESIGNER REQUIREMENTS. 60910419 _= STATE OF ~ JUN g a TYPE SPAN Pi -H1 L000 7.25 HO 2-02-07 OVERHANGS JOB 0 0_L~_~_~_~G-YARDLEY C OR F-A00 1907 10-02-01 3X4 A 2X4 F 5x6~- TC 13-02-03 -07-13 ar -- Version 39.6.2 DATE: 3-20-98 CSI SIZE LUMBER 1 15FB TOP 0 53 2X 4 SP-~2 1720 BTM 0'.55 2X 4 SF-~2 1720 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - A-H H-E .I-F MEMBR CSI P(LBS M~LST M~2ND TOP CHORDS K-M 0.51 103 T -478 1543 H-R 0.53 1184 C 3058 -1489 B-I 0.40 1004 C 1779 -2182 I-J 0.47 843 C 2182 -2745 J-C 0.45 159 C -B35 159 BOTTOM CHORDS A-G 0.37 1157 T 137 -806 G-E 0.44 1157 T 806 -1231 E-F 0,55 971 T 1231 -2154 F-D 0.49 651 T 2154 -222 WEBS A-K 0.13 394 C 0 0 D-C 0.58 135 T 0 0 MEMBR iSI P(LBS) M@iST M~2ND A-H = 1506 C G-H = 134 T H-E = 205 C E-B = 240 T E-I = 107 C I-F 437 C F-J = 658 T I-D = 1224 C DL+LL DEFL 2 0.20" IN F-D LL DEFL = 9.04' < BKG-SPAN/360 SPAN/DEFL (DL+LL} ~ 999 PLATING CONFORMS TO TPI 'GROSS AREA METHOD; VERIFY pLATE VALUES WITS 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- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 4010 4,00 X 6.00 CTR CTR $ 5101 4.00 X E.00 2.9 1.8 C 4000 3.30 X 6.00 CTR CTR D 4010 5.00 X 6.00 CTR CTR E 1170 7.00 X 8.00 CTR CTR F 1010 5.00 X 6.00 CTR CTR G 1001 2.00 K 4.00 CTR CTR H 1073 5.00 X12.~O CTR CTR [ 1010 5.00 X 6.00 CTH CTR J 1010 5.00 X 6.00 CTR CTR ~ 4100 3.00 X 4.00 ~TH CTR NOTES: 1. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TC UBC ANSI ~PI 1-1995) , ~ EMPIRICAL ANALOG IS USED. 4 WIND LOADS ' UBC~1988 EDITN TRUSS [$ DESIGNEO AS A MAIN WIND-FORCE RES SYSTEM WIND SPEEE - 80 MPH MEAN ROOF HEIGHT - 25 EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 5. UNBALANCED LOADS CHECKED (UNBLN LD FAC = 1.00. 0.00). 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL ,LOAD OF 581 LBS 7. FASTEN TRUSS TC BRG A FOR 240 LBS OF UPLIFT WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OH BRG. 8. FASTEN TRUSS TC BEG £ FOR 269 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MIVEMENT OF WALL OR BKG. FABRICATOR NOTES: ]_ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINE5 TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DINECTION. SEE HiB-91 SUMMARY SHEET FRAME ~ ORANGE SKEET OR BUILDING DESfGNER REQUIREMENTS. JUN ~ S ~ 6 DUAL ~VERI~GS 311000 7.25 0 0 HO 2-02-0? 2x4 7.25 B DG 20-01-09 BO 4-07 3x4 K 15-03-01 J B1E E C 16-06-15 UniStar -- Ver~ .2 RUN DATE; 3.20_ 98 CSI SIZE LUMBER 1.15FB TOP 0.37 2~ 4 SP-~2 I320 BTM 0 69 2X 4 Sp-#2 172C LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - A-G TRUSS SPACING - 24.0 IN, LOAD CASE ~1 LUMBER STRESS INCREASE: LOADING LIVE DEAD (PSF Top CHD 20.0 10.0 BTM CHD 0,0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT TYPE WORZ VERT WIDTH LBS LBS IN-SX LEFT RIGHT EEEL 0IN - 4DX MEMBR CSI PILES M~iST M~2ND TOP CHORDS MEMBR CSI PfLBS) M~iST M@2ND A-G = 1443 C G-P 127 T DL+LL DEFL ~ 0.30" IN E-C LL DEFL ~ 0.06" ~ BRG-SPAN/360 SPA-N/DEFL (DL+LLI= 999 PLATING CONFORMS TO TPI GROSS AREA METHOD VERIFY PLATE VALUES WITH TEB-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - ~0 GAUGE TL-20 9RIPPING 561-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 97C- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 4010 4.00 X 6.00 CTR CTR B 3113 6 00 X 7.00 CTR 1.9 C 2001 4.00 X 6.00 4.6 3.1 6~1~19 ~ STA~ OF NOTES: . 1. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO I/TPI 1~199'5 - 2.~CAL ANALOG IS USED. 4. WIND LOADS - UBC, 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORC EM WIND SPEED MEAN ROOF H EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKEI UNBLN LD FAC = 1,00. 0~00) . 6. FASTEN TRUSS TO BEG A FOR 258 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. -. FASTEN TRUSS TO BEG C FOR 259 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1,ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION, SEE HIB-91 SUMMARY SHEET FRAME 4 IORANGB SHEET) OR BUILDING DESIGNER REQUIREMENTS. JUN 2 3 1999 311000 7.25 0 100~EY C OR F-A0001907 B C , Version 40.0.111 6-22-99 CSI SIZE LUMPER 1,15FB TOP 0.48 2X 4 SP-82 1720 BTM 0.68 2X 6 SP-~i 1900 WBS 0~85 2X 4 SP-#3 980 EXCEPTIONS: B-B 2X 6 SP*~I 1900 H-I I-C F~E SAME AS B-P E-D SAME AS B-H G-~ 2X 4 SP-~2 1720 I-E SAME AS ~-H ' L~MBER STRESS INCREASE: 15.01 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD ~ CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE 2ONCENTEATED LOADS (LBS) B 200 (LIVE) DEA/) 200 LIVE 100 DEAD SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-EX LBS IN-SX A 2384 3- 8 D 2299 3~ 8 LEFT RIGHT HEEL 0IN - 35X MEMBR 2SI P(LBS} M@IST M@2ND TOP CHORDS K-B 0.46 2700 C 195 -2293 B*H 0.30 2326 C 534 -4684 Emi 0.35 3961 C 4684 -4776 I-C C.34 2912 C 4776 0.48 3472 C 2063 126 0.42 3631 C -126 -1076 BOTTOM CHORDS A-G 0.12 29 T 458 -1743 MEMBR CSI P{LBS) M@iST M~2ND F-E 0.68 3938 T 3548 -1745 E-D 0.46 3008 T 1745 -93 WEBS A-K ~ 2209 C K-G = 2436 T G-B 593 T G-H = 1827 C H*F 429 T F-I = 45 T NOTES: 1. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS COMFORMS TO 3. EMPIRICAL ~kNALOG IS USED. 4. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 5. PROVIDE DRAINAG5 TC PREVENT WATER PONDING. FABRIIATOR NOTES: 1,ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE iF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION, SEE BIB-91 SUMMARY SHEET FRAME 4 ORANGE SHEET] OR BUILDING DESIGNER REQUIREMENTS. '60910419 STATE OF ~llll Q~3AN TYPE SPAN 1 SP 311000 2X4 5x8---- 3X4H G 8-03-05 13-03-11 10-03-00 UniStar -- Verslon 39.6.2 RUN DATE: 3-20~95 CSI SIZE LUMBER 1.15FB TOP 0.52 2X 4 SP-~2 1720 BTM 0.58 2X 4 BP-#2 1720 WBS 0.98 2X g SP-~2 1720 EXCEPTIONS: A-E 2X 4 SP-~3 980 TOP 2HOED - CONTINUOU~ BTM CHORD ~ CONTINUOUS ONE BRACE - A~B TRUSS SPACING - 24.0 IN. LOAD CASE $1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE TOP CHD BTM CHD 0 TOTAL 20.0 20.0 SUPPORT CRITERIA JT TYPE HOEZ VERT WIDTH LBS LBS IN-SX A PIN 0 1273 3- 8 D HORZ RLR 0 1337 3- 8 LEFT RIGHT HEEL 0IN - 3SX MEMBR CSI P(LBS) M@iBT M@2ND TOP CHORDS K~H 0.19 69 T -214 560 H~B 0.21 1325 C 1149 *484 B-I 0 52 1475 C 1729 -2918 I-C 0.52 1475 C 2918 -1729 0.3 BOTTOM CHORE B,C = 58 1525 T 1635 -1541 WEBS 09 201 T 0 0 ~ 261 T = 555 T = 363 T 354 T E-J = ~92 C DL+LL DEFL = 0.24" IN E-D LL DEFL = 0.06" < BEG-SPA~/360 SPANfDEFL (DL+LL) = 999 PLATING CONFORMS T( TPI GROSS AREA METHOD VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED 3N SYP LUMBER PLATES ~ 20 GAUGE TL-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15.0% INCREASE JT TYPE PLATE SIZE X Y A 4010 4 00 X 6.00 CTR CTR B 5150 5.00 X 8.00 2.2 2.1 C 5150 5,00 ~ E.00 2,2 2.0 D 2001 4.00 X 6.00 4.7 3.1 E 1053 4.00 X 4,00 CTR CTR F 1170 5.00 X10,00 CTR 3.0 G 1030 4.00 X 4 00 CTR CTR E 1030 4.00 X 6.00 CTR CTR I 1001 2.00 X 4.00 CTR CTE J 1001 2 00 X 4.00 CTR CTR K 4100 3.00 X 4.00 CTR CTS. NOTES: 1 TRUSSES MA~NUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC ($~~SI/TP! 1-1995) 3. EMPIRICAL ANALOG IB USED t WIND LOADS - UBC,1988 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 5. UNBALANCED LOADS 2NECKED UNBLN L~ FAC = 1.00, 0.00 . 6. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 7. FASTEN ~RUSS TO BRG A FOR 233 LBS OF UPLIFT WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 8. FASTEN tRUSS TO BRG D FOR 262 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME 311000 7.25 0 10000 ZARING-YA-RDLEY C OR F-A000190~7 B1L 4x6~ 4x6-u UniStar -- Version 39.8.2 RUN DATE: 3-20-98 CSI SIZE LUMBER 1.15FB TOP 0.68 2X 4 SP*~2 1720 BTM 0 60 2X 4 SP-~2 1720 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - TRUSS SPACING - 24.0 IN. LOAD CASE ~1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF TOP CBD 20.0 10.0 BTM CHD 0.0 10.0 TOTAL 20.£ 20.0 40.0 A PIN 0 1273 3- 8 D HOB2 RLR 0 1337 3- 8 LEFT RIGHT HEEL 0IN - 3SX MEMBR CSI P(LBS M~tST M@2ND TOP CHORDS J-H 0.32 80 T -434 968 G~F 3.60 1095 T 2296 -769 F-B 0.43 1513 T 769 -717 E-D 0.42 1513 T 71- -287 A-J 0.14 389 T D 0 157 T 187 T 3 C MEMBR CSI P(LBS) M@iST M@2ND E-I ~ 132 T DL+LL DEFL = 0.40" IN B-C LL DEFL ~ 0.05" < BRG-SPAN/360 SPAN/DEFL {DLeLL) = 953 PLATING CONFORMS TO TPI GROSS AREA METHOD) ' VERIFY pLATE VALUES WI~'H TEE~LOK CORPORATION GRIP BASED ON SYR LUMBE~ PLATES - 20 GAUGE TL-20 ~BIPPINS 561-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1036~ 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X 'Y A 4010 4,00 X 6 00 CTR CTR B 5150 5.00 X 8.00 2.2 2.1 C 5101 4 00 X 6.00 8.6 D 2001 4.00 X 6.00 4.~ 3.1 E 1001 2.00 X 4,00 ~TR CTR F 1170 5.00 X10,00 CTR 3.( G 1030 4.00 X 6.00 CTR CTR H 1012 4.00 X 6.00 iTR CTR I 1050 4.00 X 4.00 2TR CTR J 4100 3.00 X 4.00 CTR CTR NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES ANALYSIS CONFORMS TO UBC (ANSI/TPI 1-1995) 3. EMPIRITAL ANALOG iS USED 4. WIND LOADS - UBC.1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FOKCE ~ES SYSTEM WIND SPEED - 80 MPB MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY IATEGORY ~ 1 5. UNBAJ~ANCED LOADS CHECKED IUNBLN LD FAC = 1.00, 0.00). 6. ANCHOR tRUSS FOR k TOTAL HORIZONTAL LOAD OF 101 LBS. 7. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 8. FASTEN TRUSS TC BRG A FOR 245 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG. 9. FASTEN TRUSS TO BRG D FOR 272 LBS OF UPLIFT, WHILE PERMITTING NS UPWARD MOVEMENT OF WALL OR BRG FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVBNT LATERAL MOVEMENT OF THE BRACE IF ALL BP~CED MSMBERS BUCKLE IN THE SAME DIRECTION. SEE HIB-91 SUMMARY SHEET FRAME ~ ORANGE SHKETI OR BUILDING DESIGNER REQUIREMENTS, 1 SP 311000 7.25 Y C OR F-A0001907 T10 12 4X6/~ 7------- R 3x4 L K A E G F E 13-09-09 20907 15-03-00 BC UniStar -- Version 39.6.2 RUN DATE: 3-20~98 CSI SIZE LUMBER 1.15FB TOP 0.30 2X 4 SP-~2 1720 BTM 1720 WR~ 1720 980 REPETITIVE MEMBER STRESS USED, LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - M-G F-J TRUSS SPACING - 24.0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 10,0 BTM CHD 0 0 10,0 TOTAL 20 0 20.0 40.0 SUPPORT CRITERIA ~ REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-EX 0.25 1846 C 1311 -1277 BOTTOM CHORDS 38 996 T 243 -1072 MEMBR CSI P(LBS M@IST M@2ND A-L 0.07 128 T 0 0 A-I = 1479 C I-H = 220 T PLATING CONFORMS TO TPI (GROSS AREA METMOD) VERIFY PLATE VALUES WITH TBE-LOK CORPORATION GRiP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 PSt PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 4010 4 O0 X 6,00 CTR CTR B 5150 5.00 X 8.00 2.2 2.1 C 5101 4.00 X 6.00 2.6 1.8 D 2001 4,00 X 6.00 4.7 3.1 E 1010 4.00 X 4.00 CTR CTR P 1070 5,00 Xl0,00 CTR CTR ~ i130 5.00 X10.O0 CTR 3.0 N 1010 4 00 X 4.00 CTR CTR I 1010 3.00 X10,00 CTE CTR J 1010 4.00 X 6.00 CTR CTR K 1001 2.00 X 4.00 CTB CTR L 4100 3.00 X 4.00 CTR CTR ~ 1010 4.00 X 6.00 CTR CTR NOTES: TRUSSBS MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH EXPOSURE CATEGORY - C DCCUPANCY CATEGORY - I 5, UNBALANCED LOADS CHECKED 'UNBLM LE FAC ~ 1,00, 0.00). 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 114 LBS. V. PROVIDE DRAINAGE TO PREVBNT WATER PUNDING. 8. FASTEN TRUSS TC ERG A FOR 254 LBS DF UPLIFT, WHILE PERMITTING NO UPWARI MOVEMENT OF WALL OR BRG. 9. FASTEN TRUSS TO BEG D FOR 279 LBS OF UPLIFT, WNILE PERMITTIN0 NO UPWARD MOVEMENT OF WALl OR BRG~ FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL 8RACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAM5 DIRECTION. SEE EIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET OR BUILDING DESIGNER REQUIREMENTS. 11-05-01 SP/tN Fl-H1 OVERF~A-NGS 7.25 0 10000 DG 19-00-11 HO 2-02-07 2x4 12 M 7.25 [~ ZARING- YARDLEY C 5x6% 3x4 K A B1R F SI E UN DATE: 3-20-98 ' LATERAL SRACING: TOP CHORD ~ CONTINUOUS TM CHD 0,0 OTAL 20.£ 2 0 40,0 UPPORT CRIT JT TYPE HORZ VERT WIDTH A PIN C BORZ HLR 0 1335 3- 8 LEFT RIGHT HEEL 0IN - 4SX MEMBR CSI P(LBS) M~tST M~2ND TOP CHORDS K-G ).2E 78 T -359 808 879 -2 2270 -522 E-C 0,69 1504 2361 -1573 MEMBR CSI ND A-G 127 T F-H 74 T B-E = 816 T E-I' = 322 C ~ E-J = · 320 C DL+LL DEFL ~ 0.30" IN LL DEPL = 0,06" · B~G-SPAN 360 SPAN/DEFL (DL+LL. = 999 PLATING CONFORMS TO [GROSS AREA METHOD) VERIFY PLATE VALUES WITS TEE~LOK CORPORATION GRIP BASED ON SYP LUMBER JT TYPE PLATE SIZE X Y A 4010 4,00 X 6.00 CTR ~TR B 3110 6.00 X 7.00 CTR 1.9 C 2001 4,00 X 6.90 4.6 3.1 E 1070 8.00 X10.00 CTR 3.5 F 1070 8.00 Xl0.O0 CTR 3.5 3 1012 4.00 X 6.80 CTR CTR H 1001 2,00 X 4.09 CTR CTR I 1001 2.00 X 4.00 CTR CTR J 1102 5.00 X 6,00 ITR 3.5 K ~Lo0 3.00 X 4.00 CTR CTR Si 1100 3.00 X 6 00 CTR 0.2 NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. A~ALYSIS CONFORMS TO FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL SRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCMLS ~N THE SAME SUMMARY SHEET FRAME 4 (ORANGE SHEET OR BUILDING DESIGNER REQUIREMENTS. A-E 0.1= o o JUN 2 S 19§§ OVERHANGS JCA2 60000 10 10000 0 DG 9-01-02 JOB ZARING-YA~RDLEY C OR F-A0001907 HO 6-10-00 B T12 2x4 D TC 1200 UniStar -- Verslon 39 6 2 RUN DATE: 3-2]-9B ' TOP CEORD - CONTINUOUS BTM CHORD - CONTINUOUS BTM CND ~0 0 10 0 TOTAL 20.0 20.0 40.0 BT IEITERIA LBS IN-SX A 309 3- 8 C 6~ 3- 8 MEMBR CSI P{LBS) M~IST M@2ND TOP CHORDS 45 112 C 1032 O BOTTOM CHORDS 0.37 0 T -699 0 WEBS 0.19 637 T 0 0 DL+LL DEFL = 0,23~ IN D-B LL DEFL < BEG-SPAN/360 DL+LL HORZ = 0.47" AT B SPAN/DRPL (DL+LL) = 313 PLATING, CONFORMS TO {GROSS AREA METHOD VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL~20 GRIFPING 56[-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR PER PAIR E X Y A 4000 3.00 X 4.00 CTR CTR B D 4100 2.00 X 4.00 CTR CTR ~ 1. TRUSSES MANUFACTURER BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC, 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPE MEkN ROOP HEIGHT - 25 BXPOSUHE iATEGORY ~ C DCCUPA~CY CATEGORY - 1 5 . UNBALANCED LOADS CHECKED 'UNSLN LD FAC = 1.30, 6. BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO BEG PLATE CONNECTION WHICH ALLOWS 0.4~ INCHES 05 HORZ. MOVEMENT AT JOINT B 7. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 239 LBS. 8. FASTEN TRUSS TO BRG B FOR 146 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG 1 JCA1 904005.8697 0_ 0~RDr.EY C OR F-A0001907 B TC 9-04-00 MARK T13 -22-99 CSI SIZE LUMBER FB TOP 0.73, 2X 6 SP-B1 1650 WB~ £ ~02 2X 6 SP~#i t650 LUMBER STRESS INCREASE: 15 0% LATERAL BRACING: TOP CHORD ~ CONTINUOUS BTM CBOR~ ~ CONTINUOUS TRUSS SPACING - 24.0 IN~ 6OADING LIVE DEAD (PSF] ~OP CHD 20.0 10.0 BTM CHD 0,0 10*0 ~OTAL 20.0 20.0 40,0 EXCEPTIONS: LINEAR VARIATION 0.0 6.0 PLATING CONFORMS TO TPI {GROSS AREA METHOD VERIFY PLATE VALUES WITS ?EE-LOK CORPORATION GRIP BASED ON SYP hUMBER PLATES - 20 ~AUGE. TL-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A B C 4100 3.0[ X 6.00 CTR CTR NOTES: !. TRUSSES MANU?ACTURED BY - DAVIDSON INDUSTRIES 2. A/~ALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. MBMBR CSI P(LBS) M~iST M@2ND TOP CHORDS C-B 0.73 54 T 0 0 BOTTOM CHORDS DL+LL DEFL = 0,40" IN C-B LL DEFL < BRG-SPAN/360 SFAN/DEFL (DL+LL = 278 ICA2 ~PAN ~Pi-2}tl~ OVER/{ANGS I JOB MARK 60000 10 10000 ~LEY C OR F-A000t907 _ T14__~ 2x4 D HOB6-10-00 lO[----- 6-00-00 6-00-00 car -- Version 39.6.2 N DATE; 3-20-98 CSI SIZE LUMBER 1.15FB 2X 4 SP-~2 17~0 BTM 0 25 2X 4 SP-~2 17'20 WBS 0.10 2X ¢ SP-~3 980 REPETITIVE MEMBER STRESS USED LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE ,1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD PSF) TOP CHD 20 0 10 0 BTM CHD 0 0 10 0 TOTAL 20.0 20.6 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 264 3- 8 R 127 3- 8 C 60 3- 8 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION ' GRIP BASED ON SYP LUMBER PLATESf 20 GAUGE TL~20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 4000 3.00 X 4.00 CTR CTR B D 4100 2.00 X 4.00 CTR CTR MEMBR CSI P(LBB} M@IST M@2ND TOP CHORDS D-B 0~27 91 C 1219 0 BOTTOM CHORDS A-C 0.25 0 T -125 0 WEBS 0.10 299 T 0 0 ~ 09 IN D B DL*LL DEFL = . - LL DEFL < BRG-SPAN/360 DL+LL HORZ ~ 0.34"=AT B spAN/DEFL (DL+LL) 839 NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2~ ANALYSIS CONFORMS TO UBC ANSI TPI 1~1995 3. EMPIRICAL ANALOG IS USED. 4.'WIND LOADS - UBC 1988 EDITN TRUSS IS DESIGNEI AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 ~PB MEAN ROCF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED (UNBLN LD FAC = ~.00. 0.00). 6. BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO BRG PLATE CONNECTION WHICH ALLOWS 0.34 INCHES DF HORZ. MOVEMENT AT JOINT B 7. ANCHOR TRUSS FOR A TOTAL NORIZONTAL LOAD OF 198 LBS. 8. FASTEN TRUSS TO BRG B FOR 120 LBS OF UPLIFT. WHILE PERMITTING N£ UPWARD MOVEMENT OF WALL OR BRG. 1999 10 10000 0~RDLEY C OR F-A0001907 DG 5-03-09 B 2x4 4-04 -03 D 3x4 C Version 39.6 2 DATE: 3-20-98 CSI SIZE LUMBER 1.15FB TO~ 0 16 2X 4 Sp-$2 . 1720 BTM 0 17 2X 4 SP-#2 1720 WBS 0,05 2X 4 SP-~3 980 REPETITIVE MEMBER STRESS USER. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN LOAD CASE ~1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 20,0 10.0 BTM CED 0.0 10.0 TOTAL 20 0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SE PLATING CONFORMS TO TPI (GROSS AREA METHODI 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 SMEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 4000 3.00 X 4.00 CTE CTR B C D 4100 2.00 X 4.00 CTR CTR NOTES: 1 TEUSSES MA/~UFACTURED BY DAVIDSON INDUSTRIES 2 ANALYSIS CONFORMS TO ~. WIND LOADS - UBC,1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPE MEkN ROOF HEIGHT - 26' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED {UNBLN LD FAC = 1.00, 0.00) . 6. ANCHOR TRUSS POH A TOTAL HORIZONTAL LOAD OF 159 LBS. -. FASTEN TRUSS TO BEG B FOR 98 LBS OF UPLIFT, WEILE PERMITTING NC UPWARD MOVEMENT OF WALL OR BRG. MEMBR CBI P{LBS} M@IST M@3ND TOP CHORDS D*B 0.16 72 C 1178 0 BOTTOM CHORDS A-C 0.17 ] T 0 WEBS -D 0.05 97 T )EFL = 0.05" IN A-C LL DEFL < BRG-SPAN/360 SPAN/DEFL (DL+LL)= 999 O0 P1-H1 OVERHANGS JOB 10 10000 0 ZARING-YARDLEY C OR F-A0001907_ 3-06-03 HO 6-1]-01 4-05-02 RUN DATE: 3-20~98 CSI SIZE LUMBER L 15FB LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD ~ CONTINUOUS TRUSS SPACING - 24 0 IN. LOAD CASE ~] LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHE 20~0 BTM CHD 0.0 10,0 TOTAL 20.0 20.0 40.0 LBS IN-EX LBS IN-EX PLATING CONFORMS TO TPI IGROSS AREA METHOD} VERIFY PLATE VALUES .WITH TEE-LOK CORPORATION ~RIP BASED ON gYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-]93 PSI PER PAIR INCLUDES 15.0~ INCREASE TENSION 1330- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR 3T TYPE PLATE SIZE X Y A 4000 3 O0 X 4.00 CTR CTR B C D 4100 2.00 X 4.00 CTR CTR NOTES: 1. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ~kNALYSIE CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC,1988 EDITN TRUSS IS DESIGNED AS MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH WEAN ROOF HEIGHT - 25' EXPOSURE ~ATEGORY - C OCCUPANCY CATEGORY - 1 S. UNBALANCED LOADS CHECKED (UNBLN LD FAC = 1.00, 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LO~D OF 120 LBS. 7. FASTEN TRUSS TO BEG B FOR 87 LBS OF UPLIFT WHILE PERMITTING NO UPWARD MOVEMENT OF WALL C~ BEG BOTTOM CHORDS A*C 0.14 0 T 336 WEBS DL+LL DEFL = 0,05" IN A-C LL DEFL < BRG-SPAN/360 EPAN/DEFL (DL+LL% ~ 999 6091~19 m = STAT: OF ~ ~ TYPE JCA2 I0715 7.25 0 0 ZARING-¥ARDLEY C OR F-AG001907 2x4 D T17 TC 4~09-O9 2--%- 1.o~-~~-o1-1o - CSI SIZE LUMBER 1.15FB TOP 0 28 2X 4 SP-#2 1720 BTM 0.26 2X 4 SP-~2 1720 WBS 0.14 2X 4 SP-$3 980 REPETITIVE MEMBER HESS USED. LA' TOP CHORD - CONTINUOUS BTM CHORD ~ GONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 10 0 BTM CHD 0.0 10,0 TOTAL 20.0. 20.0 SUPPORT CRITERIA ~S IN-SX LBS IN~SX 146 3 - 8 B 129 3- 8 4 3- 8 0 BOTTOM T -5 G 0 DL+LL DEFL = 0,07" IN LL DEFL < BRG-SPANJ360 DL+LL HORZ = 0.37" AT E SPAN/DEFL (DL-LL) = 796 PLATING CONFORMS TO TPI GROSS AREA METHOD) ' VERIFY PLATE VALUES WITH TEE-LEK 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 9~0- 498 pLI PER PAIR JT TYPE PLATE SIZE X Y A 4300 3.00 X 4.00 CTR CTR £ C £ 4100 2.00 X 4.00 CTR CTR NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 4, WIND LO'DS - UBC,1988 EDITN TRUSS IS OESI]NED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEI]HT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY 1 5. UNBALANCEE LOADS CHECKED UNBLN LD FAC = 1,00 0.00} 6 BUILDING DESIGNEE iS RESPONSIBLE FOR ADEQUATE DESIGN OF tRUSS TO BRG PLATE CONNECTION WHICH ALLOWS 0 37 INCHES OP HORZ. MOVEMENT AT JOINT B 7. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD CF 156 LBS. 8. FASTEN TRUSS TO BRG ~ FOR 97 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG. 9. FASTEN TEUSS TC BRG C FOE 112 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG. JCA2 10715 7.25 0 0 ZARING-YARDLEY C OR F-A0001907 DG 4~00-00 HO 3-02-08 3-05-04 TC 2-00-08 T18 SIZE LUMBER 1.15FB 2X 4 SP~2 1720 2X 4 SP ~2 1720 2X 4 SP-~3 980 USED. BTM CHORD - CONTINUOUS TRESS INCREASE: 15.08 LOADING LIVE DEAD {PSF TOP CHD 20,0 10,0 TOTAL 20,0 20.0 40.0 ORT CRITERIA 3T 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 t030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE ~ Y A 4000 3.00 X 4.00 CTE CTR B C D 4100 2.00 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 - USC.1988 EDITN TRUSS IS DESIGNED AS A ~AIN W1ND-FDRCE RES SYSTEM WIND SPEED - 80 MPH ~EAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPA/~CY CATEGORY - 1 5. UNBALANCED LOADS CHECKEE (UNBLN LD FAC = 1,00, 0.00). 6. ANCHOR TRUSS FOR A TOTA~ HORIZONTAL LOAD OF 103 LBS 7. FASTEN TRUSS TO BRG B FOE 65 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF NALL OR BEG. MEMBR CSI P(LBS) M~IST M$2NE TOP CHORDS D- 2 757 0 RDS18 DL~LL DEFL - 0.00" IN D-B ~FL < BEG-SPAN/360 EFL {DL+LL) = 999 60000 - OVERHANGS 10000 0 DG 8-02-00 HO 6-07 ZARING-YARDLEY C OR F-A000Ig07 MARK 5-06-07 9x6~ 6-00-00 C Star -- Version 39 6.2 E: 3-2Q-98 ~CSI SIZE LUMBER 1.15FB TOP 0.43 2X 4 SP-~2 172( BTM 0.28 2X 4 Sp-~2 1720 WDG~A 2X 4 SP-#2 REPETITIVE MEMBER STRESS USED. LATERAL BEACING~ TOP CHORD - CONTINUOUS BTM CHORD * CONTINUOUS IN. LUMBER STRESS INCREASE: 15,0% LOADING LIVE DEAD (PSF ~LATING CONFORMS TO TPI ~GEOSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION - GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TD-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2002 3.00 X 6.00 2.0 1.5 B C NOTES: 1. TRUSSES MANUFACTURED BY DAVIDSON INBUSTEIE5 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED, 4. WIND LOADS - UBC 1988 EDITN TRUSS IS DESIGNED kS A MAIN WIND*FORCE RES SYSTEM WIND SPHEI - 80 MPH MEAN ROOF HEIGHT 25' EXPOSURE CATEGORY - C OCCUPA/~CY 2ATEGORY - 1 5. UNBALANCED LOADS CHECKED IUNBLN LD FAC = 1.00, 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 384 LES. 7. FASTEN TRUSS TO BEG B FOR 117 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. PIN HORZ BLR 0 158 3- 8 HORZ RLR O 75 3- 8 LEFT EIGHT {EEL lin - 14SX @IST M@2ND 92 C -524 BOTTOM CHORDS A-C 0.28 0 T -1338 WEBS DL*LL DEFL = 0,18" IN LL DEFL : 0.02' < BEG-SPAN/360 SPAN/DEFL {DLeLL = 391 JUN Z ~ 1999 QUAN TYPE SPAN P1-H1 OVERHANGS I JOB MAlta 8 JCA2 60000 10 0 EY C OR F-A0001907 T20 DG 8-02-00 HO 5-06-07 HO 6-07 B 3~6~ A RUN DATE: 3-20-98 CSI SIZE L~MBEK 1.15FB LUMBER STRESS INCREASE: LIVE DEAD (PSF 20.0 10.0 BTM CRD 0.0 10 0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA PLATING CONFORMS TO (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 FAIR INCLUDES 15.0~ INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 950- 498 PL1 PER PAIR JT TYPE PLATE SIZE X Y A 2002 3,00 X 6.00 2.0 1.5 B C NOTES: 1. TRUSSES MANUFACTUHE£ BY - DAVIDSON INDUSTRIES 2. ANALYSIS CDNFORMS TI '3, EMPIRICAL ANALOG ~S USED. 4. WIND LOADS - UBC !988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C 0CCUFANCY CATEGORY 5. UNBALANCED LOADS CHECKED (UNBLN LD FAC = 1.00, 0.00 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 157 LBS. 7. FASTEN TRUSS TO BRG B FOR 117 LBS OF UPLIFT WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. LEFT RIGHT HEEL liN - 14SX MEMBR CSI P(LBS) M@iST M~2ND TCP CHORDS A-B 0.41 92 C -524 0 BOTTOM CHORDS 0 WEBS DL+LL DEFL = 0.18" IN A-B LL DEFL = 0.0 BRG-SPAN 360 SPAN/DEFL (DL+LLi = 391 JUN ~ S 1999 TYPE 803 5-06-00 PI 6.247 10604 - K I ZARING-YARDLEY C OR F-A00019 B istar -- Version 40.0.111 DATE: 6-22-99 ' CSI SIZE LUMBER FB TOP 0,72 2X 8 SP-~2 1200 LUMBER STRESS INCREASE: 15.0% LATERAL BRA2ING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN, PLATING CONPOEMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CDRPORATIDN GRIP BASED ON SYP LUMBER NOTES: 1. TRUSSE~ MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI 'TPI 1-1996 3. EMPIRICAL ANALOG IS USED, SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-EX LBS IN-EX 282 3- 9 B 478 3- 8 ~EMBB CSI P LBS) M~iST M~2ND ~TOP CHORDS k-B 6 72 47 T 0 0 BOTTOM CHORDS WEBS SPAN/DEFL IDL+L[ ~00 P1-H1 OVEP, HA/~GSIJOB , MARK · ~ ~i ~LEY C OR F-A0001907 T22 10 10000 01ZARING YARDLEY C OR F-A0001907 T22 DG 6-00-09 N0 6-07 B HO 5-06-07 4-02-02 UniStar -- Version 39.6.2 pLATING CONFORMS TO 3-20-98 {GROSS AREA METHOD) CSI SIZE LUMBRR 1.15FB TOP 0 24 2X 4 BP-#2 1720 BTM 0.19 2X 4 SP-~2 1726 WDG~A 2X 4 SP-~2 REPETITIVE MEMBER STRESS USED. CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING ' 24.0 IN. LOAD CASE #1 VERIFY PLATE VALUES WITH TEE-LOE 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 JT TYPE PLATE SIZB X Y A 2002 3.00 X 6.00 2.0 1.5 B C NOTES: 1. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC 1988 EDITN TRUSS IS DESIGNE5 AS A LBS LBS ~N~SX A PIN -1 263 3- 8 B HORZ HLR 0 121 3- 8 C RORZ RLR O 61 3- 8 MEMBR CSI P(LBS) M%lST M@2ND TOP CHORDS A-B £.24 67 C -93 0 BOTTOM CHORDS A-C 0.19 0 T -430 0 WEBS DL+LL DEFL = 0~07" IN A~C LL DEFL = 0 01~ < BRG-SPAN/360 SPAN/DEFL {DL+LL) = 999 JUN Z 3 1999 JCA2 60000 H1 OVERHANGS JOB' F~ARK 10 10000 0 ZAi~ING-Y/%RDLE¥ C OR F-A0001~ DG 3-11-10 B HO 6-07 5-06-06 UniSEar -~ Version 39.6.2 CSI SIZE LUMBER 1.1$FP TOP 0.13 2X 4 SP~2 1720 BTM 0 14 2X 4 SP-$2 1720 WDG@A 2X 4 SB-$2 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP'CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24~0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: 15.0~ LOADING LIVE DEAD (PSF) TOP CMD 20.0 10.0 B~M CHD 0.0 10.0 TOTAL ' 20.0 20.0 40.0 SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH ,LEFT RIGHT HEEL lib - 14SX MEMBR CSI P{LBS} M®iBT M@2ND TOP CHORDS %-B 0.13 42 C 30 0 PLATING CONFORMS TO TPI GROGS 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 9?0- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2002 t.00 X 6.00 2.0 1_5 B C NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFDRMS TO UBC (ANSI/TPI 1-1995 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM BIND SPEEE - 80 MPH ME~2~ ROOF HEIGHT - 25' EXPOSURE CATEGORY - C DCCUPANCY CATEGORY - 1 5. UNBALkNCED LOADS CHECKED IUNBLN LD FAC = 1.00 0.00). 6. FASTEN TRUSS TO BRG B FOR 53 LBS OF UPLIFT, WHILE PERMITTING NC UPWARD MOVEMENT OF WALL OR BRG. DL+LL DEFL = 0.05" IN A-C LL DEFL = 0,00" ¢ BRG-SPAN/366 SPAN/DEFL IDL+LL] = 999 P1 -H1 OVERHANGS ~ MARK 10 10000 0 ZARING-YARDLEY C OR F-A HO 5-06-05 RUN DATE: 3-20-98 CSI SIZE LUMBER 1.15FB TC~ 0.08 2X 4 SP-~2 1720 BTM 0.10 2X 4 SR-~2 1720 WDG~A 2X 6 SP-#i REPETITIVE MEMBER STRESS USED. LATESAL BRACING TOP'CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24,0 IN LOAD CASE #1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 10~] BTM CHD 0.0 10.0 TOTAL 20,0 20~0 40,0. SUPPORT CRITERIA JT TYPE HORZ VEET WIDTH LBS LBS IN-SX LEF5 RIGHT HEEL liN - 14SX DL+LL DEFL ~ 0.03" IN A-C LL DEFL < BEG-SPAN/360 SPAN/DEFL (DL+LL) = 999 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 ~NCLUDES 15,0% INCREASE TENSION L030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2002 3.00 X 6.0£ 2,0 1.5 B C NOTES: I. TRUSSES MANUFACTURED BY ~ DAVIDSON INDUSTRIES 2, A~ALYSIS CONFORMS TO UBC {ANSI TPI 1-1995 ~. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC, 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPE MEAN ROOF ~EIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - ] 5. UNBALANCED LOkDS CHECKED UNBLN LD FAC ~ 1.00, 0.00 QUAN TY~SPAN P1-}tl --OVERHANG - -- I JCA2 10900 8 10000 C OR F~A0001907 _ DG 6-06-00 HO 1-06707 HO 4-07 B TC 12-00 5-02-12 5-02~12 verslo~ 39.6.2 RUN DATE: 3-20-98 CSI SIZE LUMBER 1.I5FB · TOP 0.25 2X. 4 SP-~2 1720 BTM 0.29 2X 4 S'P-~2 1720 REPETITIVE MEMBER STRESS USED, LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING ~ 24 0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: LOADING LIVE DEAD PSF) TOP CHD 20,0 10.0 BTM CHD 0.0 10.0 TOTAL 29.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX ~75 3- 8 120 3- 8 LEFT RIGHT HEEL 0IN - 4SX MEMBR CSI P(LBS) M@iST M~2ND TOP CHORDS A-B 0.25 61 C -1054 0 BOTTOM CHORDS A-C 0.29 0 T -1749 0 WEBS DL+LL DEFi ~ 0.06" IN A-B LL DEFL = 0.00 < BEG-SPAN/360 SPAN/DEFL (DL+LL) = 985 PLATING CONFORMS TO TPI IGBOSS AREA METHOD VERIFY PLATE VALUES WITH TEE~LOK CORPORATION GRIP BASBD ON SYP LUMBER PLATES -.20 GAUGE TL-~0 ' GRIPPING 561-393 PSI PER PAIR INCLUDES 15.0~ INCREASE TENSION 1030~ 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR 3T TYPE PLATE SIZE X Y A 2001 2.00 X 4.00 4,6 2.7 B 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 - UBC.'1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOI HEIGHT ~ 25' EXPOSURE CATEGORY C OCCUPANCY CATEGORY - 1 5, UNBALANCED LOADS CHECKED UMBLN LD FAC ~ 1.00 0.00 . 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 146 LBS. 7. FASTEN TRUSS TO BEG B FOB 86 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG, 8. FASTEN TRUSS TO BRG C FOR 81 LBS OF UPLIFT, WEILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG. JUN ~ ~ 1999 ]0 OVERHANGS ~YARD m~ IMARK 8 10000 0 LEY C OR F-A0001907 .~. 2-02-05 UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI RUN DATE: 3-20-98 (SROSS AREA METROD) VERIFY PLATE VALUES WITH CSI ~IZE LUMBER i~15FB TEE-LOK CORPORATION TOP 0~07 2x 4 SP-#2 1720 GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20. BTM 0.06 2X 4 SP-~2 1720' REPETITIVE MEMBER ~TRESS USED. ' GRIPPING 561-393 PSI PER PAIR LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN, LOAD CASE ~1 LUMBER STRESS INCREASE: 15,0% LOADING LIVE DEAD (PSF) TOP CBD 20.0 10.0 BTM CHD 0,0 10,0 TOTAL 20.0 20.( 40.0 UPPORT CRITERIA T REACT WIDTH JT REACT WIDTH LBS IN*SX 63 3- 8 INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 2.00 X 4.00 4,6 2.7 C NOTES 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO LEFT RIGHT HEEL OIN ~ 4SX MEMBR CSI P{LBS) M~iST M@2ND WEBS DL+LL DEFL = 0,00~ IN A-B FL < BHG-SPAN/360 SPAN/DEFL DL+LL} = 999 0200 l-H1 OVERHANGS 7.25 10000 C OR DG i9-00-15 HO 4-05 F-A0001907 HO 10-01-09 2x4 B F C TC BC 16-02-00 02-00 RUN DATE: 3-20-98 CSI SIZE LUMBER 1.15FR TOp 0.33 2X 4 SF-#2 1720 BTM 0.42 2X 4 SP-#2 1720 WBS 0.S7 2X 4 SP-~2 1720 EXCEPTIONS: E-D 2X 4 SP-~3 980 REPETITIVE MEMBER STRESS USED LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE 8RACE - F-C C-B TRUSS SPACING - 24.( LOAD CASE ~1 LUMBER STRESS INCREASE LOADING LIVE DEAD (PSF TOP CED 20.0 10,0 BTM CHD 0.0 TOTAL 20.0 20 0 40.0 SUPPORT CRITERIA LEFT RIGHT HEEL 0IN - 4SX P(LBS M@IST M@2ND TOP CHORDS 0.30 802 C 438 -1747 D 0.42 696 T 95 -1720 D-C 0,36 363 T 1720 -119 WEBS C-B ~0.57 221 T 3 0 E-D 282 C D-F ~ 448 T MEMBR CSI' P{LBS} M~iST M@2ND F*C = 574 C DL+LL DEFL ~ 0.i0" IN LL DEFL = 0.01" < BRG-SPAN/360 SPAN/DEPL (DL+LL} ~ 999 PLA~[NS 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- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 3,00 X 4.90 4.7 3 0 B 4200 2.00 X 4.00 CTR CTR C 4010 4~00 X 6.00 ETR CTR D 1010 4.00 X 4.00 CTN CTR E 1102 5.00 X 6.00 CTR 3.0 F 1010 4.00 X 6.00 CTR CTR NOTES:' I. TRUSSES MANUFACTURED BY - DAVIDSON INBUSTBIES 2. ANALYSIS CONFORMS TO FABHICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO ~REVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION. SEE EIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. QUAN TYPE SPAN P1-H1 OVERHANGSIJOB MA~K 2 SCiS 190800 10 I0000 10000_L~_~_!~G_YARDLEY C OR F-A0~ TC 9-10-00 BC 9-10-00 9-10-00 9-10 r -- Version 39.6.2 -99 CSI SIZE LUMBER 1.15FB TOP 0.25 2X 4 SP-~2 1720 BTM 0.56 2X 4 SP-~2 3720 WBS 0 43 2X 4 SP~3 980 REPETITIVE MEMBER STRESS USED LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD ~ MAX DIST FOR TEE FOLLOWING MEMBERS IS 107 IN. A-D MAX DIST FOR ALL OTHER MEMBERS IS 120 IN. TRUSS SPACING - 24,0 IN. LOAD CASE $1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF] TOP CHD 20,0 10.O BTM CHD 0.0 10 0 TOTAL 20.0 20 .0 40.0 LEFT RIGHT HEEL 0IN - 4SX 0IN - 4SX MEMBR CSI P(LBS) M@IST M@2ND TOP CHORDS A-E 0.25 1620 C 1118 -11~1 E-B 0.24 1195 C 1171 -1013 2 C D-B = 1242 T 3C DL+LL DEFL = 0.21" IN D-C LL DEFL - 0 07" · BHG-SPAN/360 SPA-N/DEFL (DL+LL ~ 999 PLATING CONFORMS TO TPI IGROSS ARE~ 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- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2101 3.00 X 6,00 B 3001 5 00 X 6.00 CTR 2.1 C 2101 3~00 X 6.00 5,0 2.0 D 6070 6.00 X 7.00 CTR 3.8 E 1001 2 00 X 4.00 CTR CTE F 1001 2.00 X 4.00 CTR CTR NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2, ANALYSIS CONFORMS TO URC ANSI TPI 1-1995) , I. EMPIRICAL ANALOG IS USED. 4 WIND LOADS - UBC,1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF RE]SNT - 25' EXPOSURE CATEGORY ~ C OCCUPANCY SATEGORY - 1 5 UNBALANCED LOADS CHECKED {UNBLN LD FAC = 1.00, 0.00 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 392 LBS 7. FASTEN TRUSS TO BEG A FOR 123 LBS OF UPLIFT, WHILE PERMITTING NO UPWARE MOVEMENT OF WALL OR BRG. 3. FASTEN TRUSS TO BRG C FOR 123 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG, 8-07-02 9-10-00 UniStar -- Verslon 39,6.2 RUN DATE: 3-20-98 CHI SIZE LUMBER 1,15FB TOP 0,25 2X 4 SP-#2 . 3720 BTM 0 56 2X 4 SP-#2 1720 WBS 0.43 2X 4 SP-~3 980 USED. TOP iHORD - CONTINUOUS BTM CHORD - MAX DIST FOR THE FOLLOWING MEMBERS IS 110 IN. MAX DIST FOE ALL OTHER LUMBER STRESS INCREASE: 15.01 LOADING LIVE DEAD (PSF} TOP CHD 20 0 10.0 BTM CHD S.O 10.0 TOTAL 20,0 20~0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 786 3- 8 C 786 3- 6 EIGHT ~SX 0I 4SX MEMBR C~ M~2ND TOP CHORDS A-E 0.25 1622 C 1120 -1171 B-B ),24 1197 C 1171 -1314 B-F ).24 1197 C 1014 -1171 P-C 0.25 1621 C 1171 -1120 BOTTOM CHORDS A-D 0.56 1348 T 1783 D-C 0.56 1348 LL DEFL = 0.21" IN D-C LL DEFL ~ 0.07" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 PLATING CONFORMS TO TPI {GROSS AREA METHOD) VERIFY PLATE VALUES WITS TEE-LOK CORPORATION GRIP BAS ED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 5~1-393 PS~ PER PAIR INCLUDES 15 0% INCREASE TENsIoN 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2101 3.00 X 6.00 5.0 2.( B 3001 5.00 X 6.00 CTR 2.] 2 210~ 3.00 X 6.00 5.0 2 0 6070 6~00 X 7.00 CTR 3.8 ~ 1001 2.00 X 4.00 CTR CTE F 1001 2.00 Z 4.00 CTR CTR NOTES: 1 TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC,1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED ~ 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE EATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED UNBLN LD FAC = 1.00, 0.00 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 353 LBS, 7. FASTEN TRUSS TO BEG A FOE 109 LBS OF UPLIFT, WHILE PEEMITTING NO UPWARD MOVEMENT OF WALL OR BRG, 8. FASTEN TRUSS TO BRG C FOR 109 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG 450000 7.25 10000 10000 ZARING YARDLEY [ C __~DLEY~ OR F-A Bx4 [~ 5x8= M 5xl0~ DG 19-01-00 B 2 DG !9-07-04 HO 4-06 5x8<' 12 K J 5x8= F B2I H 4x6~- 4x6% N HO 4~07 0 D 23 ~98 LOAD CASE ~1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEA/) PSFI TOP CHD 20.0 10.0 BTM CHD 0.0 i0.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 859 3- 8 D 943 3- 8 8 2004 3- 8 RIGHT 3SX MEMBR CSI P(LBS) M~IST M~2ND TOP CHORDS A-L 0 32 1102 C 600 -1867 L~K 0.32 909 C 1867 -1571 K-B 0.26 328 C 1571 ~1369 B-M 0.71 330 T -457 1051 M-C 0.71 334 T -1051 795 C-N 0.43 466 C 2579 -1245 N~O 0.33 999 C 1245 -1925 D-D 0 33 1178 C 1925 -681 BOTTOM CHORDS 5~ -1507 37 611 T 1507 -760 29 279 T 780 -1204 E-H 0 32 397 T 0 -1458 H-G 0.38 681 T 1458 -1286 G-D 0.41 989 T 1286 -533 MEMBR CSI P(LBS) M~IST M%2ND WEBS E-F 0.33 1232 C 0 1857 L-J 295 C J-K = 446 T -I = 540 C I-B = 547 T -F = 786 C F-M = 495 C E-C = 884 C H-C = ' 571 T DL+LL DRFL = 0,27" IN M-C LL DEFL = 0.03" · BRG-SPAN/36¢ SPAN/DEFL (D~+LL) = 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED OM SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 FSI PER PAIR INCLUDES 15.0% INCREASE JT TYpE PLATE SIZE X Y A 2001 4.00 X 6.00 5.1 3.3 B 5150 5.00 X 8,00 2.2 2.1 C 5150 5.00 X10.00 2 6 1.8 D 2001 4.00 X 6.00 4.7 3.1 E 4010 6,00 X 7.00 CTR CTR F 8010 6 00 X 7 00 2TR CTR G 1110 5.00 X 8.00 CTR 3.0 H 1050 4,00 X 6.00 2.5 CTR I 1030 4.00 X 6.00 CTB CTR J 1110 5,00 X 8.00 CTR 3.0 K 1110 5,00 X 8.00 CTR 3.( L 1001 2.00 X 4.00 CTR CTR M 100I 2,00 X 4.00 CTR CTR N 1010 4,00 X 6,00 CTR CTR NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS 2ONFORMS rO DBC (ANSI TPI 1-1995 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC,1988 EDITN TRUSS IS DESIGNED AS A ~AIN ~IND-FORC8 RES SYSTEM W~ND SPEED - 80 MPH ~EA/~ ROOF MEIGHT 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - I 5. UNBALANCED LOADS CHECKED UNBLN LD FAC = 1.00, 0.00 . 6. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. ". ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 121 LBS. S. PROVIDE DRAINAG5 TO PREVENT WATER FORDING. 9. FASTEN TRUSS TO BRG A FOR 256 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BHG. 10. FASTEN TRUSS TO BRG E FOR 302 LBS OF UPLIFT, WEILE PERMITTING NO UPWARD MOVEMENT OF WALi OR BRG. 11. FASTEN TRUSS TO BRG E FOR 231 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUS~ BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION. SEE HIB-91 SUMMARY SHEET FRAME 4 [ORANGE SHEET OR BUILDING DESIGNER REQUIBEMENTS. SPAN P1-Ht OVERHANGS 460000 7.25 10000 0 DG 22-03~10 HO 4-06 ~ARD_LEY C 5x8~- 3~6 II 5xlO~ B C O DG 22-07-05 HC 4~07 '3U 6x7~ 12 N 8 A L 2x4 0 4x6~ B2L B2E 4X6 = H G 5x6~ 5X8~ E 6x7 = 6x7 22-00-06 8-05-03 46-00-00 RUN DATE: 3-23-98 CSI SIZE LUMBER 1 15FB DP 0.46 2X 4 SP-~2 1720 0.55 2X 4 Sp~#2 1720 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM 2HORD - CONTINUOUS ONE BRACE LOAD CASE ~1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD {PSF) TOP CHD 20.0 10.0 BTM~ ~HD 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LBS LBS IN-SX A PIN 0 842 3- 8 D EOBZ RLR 0 863 3- 8 E HOHZ RLR LEFT SEEL 0IN - 4SX MEMBR CSI P(LBS} M~iST M~2ND TC9 CHORDS C 547 -2662 2662 -239B 2 0.40 300 T ~1244 419 0.32 309 T -559 248 M-C 0.32 311 T ~248 ~62 MEMBH CSI P(LBS M~iST M@2ND I-F 0 30 142 T 675 1326 E-H 0.24 232 T 0 -1168 H~G 0.46 586 T 11~8 -2054 G-D 0.53 · 947 T 2054 -388 WEBS E-F 0.37 1158 C S 2157 L-J = 349 C J~K = 532 T E-I = 653 C I~H = 611 T DL+LL DEFL - 0~20" IN A-J LL DEFL = 0.03" < HHG-SPAN/360 5P~N/DEFL (DL+LL) = 999 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 TENBION 1030~ )24 PLI PER PAIR SNEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 4.00 X 6.00 5.1 3~3 8 5150 5.00 X 8.00 2.2 2.1 C 5150 5.00 X16~00 2.6 1.8 0 2001 4.00 X 8 00 4.7 3.1 S 4010 6.00 X 7.00 CTR CTR F 8010 6.00 X 7,00 CTR CTR G 1110 5.00 X 8.00 CTR 3.0 E 1050 5.00 X 6.00 CTR CTR I 1030 4.00 X 6,00 3.5 CTR K 1110 5.00 X 8.00 CTR 3,0 I 1001 2.00 X 4.00 CTR CTR M 1001 3,00 X 6.0( CTR CTR N 1110 6.00 X 7.00 CTR CTR 0 1001 2.00 X 4.00 CTR CTR NOTES: I. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS r£ UBC (~NSI TPI 1-1995). 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS -'UBC 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPE MEAN ROOF HEIGHT - 25 EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5 UNBALANCED LOADS CHECKED FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TC PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE iN THE SAME DIRECTION. SEE HiB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS p'. ] 7.25 1000G 0 DG 22-03-10 __ HO 4-06 12-09-09 7.25 J E 6x7~- DG 22-07-05 HO 4-07 O B2L ~ Version 39.6,2 RUN DATE: 3-23-98 CSI SIZE LUMBER 1.15FB TOP 0.46 2X 4 SP-#2 1720 BTM 0.55' 2X 4 SP-~2 1,720 WES 0.77 2X 4 SP-#2 1720 EXCEPTIONS: £ 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-EX LES IN-SX A 842 3- 8 D 863 3- 8 E 2037 3~ 8 LEFT RI( TC 2662 -2390 419 B-M 0 22 309 M-C 0,32 311 C-N 353 T -731 1726 14 C 2162 -2578 0 94 1124 C 2578 -694 DL+LL DEFL = O 20" IN A-J LL DEFL ~ 0.03" < BRG-SPAN/36¢ SPAN/DEFL (DL+LL} ~ 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WIT~ TSE~LOK COEPOBATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-2B GRIPPING 561-39~ PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 4 00 X 6.00 5 1 3.3 B 5150 5.00 X 8,00 2.2 2.1 C 5150 5 00 X10 O0 2,6 1.8 D 2001 4 00 X 6,00 4.7 3.1 E 4010 6 00 X 7.00 CTR CTR F 8010 6 00 X 7 00 CTR CTR G 1110 5.00 X 8.00 CTR 3.0 N 1050 5 00 X 6 O0 CTR CTR I 1030 4.00 X 8.00 3.5 CTR ~ 1110 5~00 X 8.00 CTR 3.0 E 1110 5.00 X E.00 CTR 3.£ L 1001 2.00 X 4.00 CTR CTR M 1001 3.00 X 6,00 CTR CTR N 1110 6.00 X 7.90 CTR CTE O lOOl 2.00 X 4.DO CTR CTR JUN 2 ~, 1999 NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. /%NALYSIS CONFORMS TO BBC {ANSI ~TPI 1~1995). 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS ~ UBC 4988 EDITN TRUSS IS DESIGNED AS ~ MAIN WIND-FOR2E RES SYSTEM WIND SPEE~ - 80 MPB MEAN ROOF HEIGHT - 25 EXPOSURE CATEGORY - C OCCUPANCY iATEGORY - 1 5. UNBALANCED LOADS CHECKED (UNBLN LD FAC = 1.00, 0.00 6. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 7. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 110 LBS. 8. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 9. FASTEN TRUSS rD BEG A FOR 239 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 10 FASTEN TRUSS TO BRG D FOR 269 LBS CF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG. i1. FASTEN TRUSS TO ERG E FOR 284 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMEN~ DP WALL DH BRG. FABRICATOR NOTES: 1 FOR CAP TRUSS DESIGN SEE DRAWING{S} ~ · . 2.APPLY 2x4 PU~-~--~_ D.C. ON TOP OF BASE TBU~. NAIL ~O BASE TRUSS WITH (2) 16d NAILS EACH, TBS-NAIL CAP tRUSS TO EACH PURLIN WITH 3) 10d NAILS, INSTALL CONTINUOUS DIAGONAL BRACING AT 45 DEG. TO BOTTOM OF BASE TEUSS FLAT TOP CHORD IN CAP AREA. 3.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACE5 MEMBEBS BUCKLE IN THE SAME DIRECTION. SEE HIB-91 SUMMARY SEEET FRAME 4 ORANGE SHEET OR BUILDING DESIGNEE REQUIREMENTS. PCAP 80503 2x4~ A 4x4~ UniStar -- Version 39.6.1 RUN DATE: 3-23-98 CSI SIZE LUMBER 1.15FB TOP 0.09 2X 4 SP-~2 1720 BTM 0.03 2X 4 SP-~2 1720 WBS 0.02 2X 4 SP-#3 980 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: ,TOP CHORD - CONTINUOUS BTM CHORD,- CONTINUOUS TRUSS SPACING -' 24.0 IN LOAD CASE #1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF} TOP CHD 20 0 10 0 BTM CBD TOTAL 20,0 20.0 40.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS A & C LEFT RIGHT HEEL 0IN - 4SX 0IN - 4SX MEMBR CSI P(LBS) M~iST M@2ND N-C 0 03 33 C 195 C-F 0.03 13 T 167 0 DL+LL DEFL = 0.01" IN LL DEFL < BRG-SPAN/360 PLATING CONFORMS TO TPI 'GROSS AREA METHOD! VERIFY PLATE VALUES WITH TEE-LOW 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- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 20~3 2.00 X A.00 4.8 B 1001 2.00 X 4.00 CTR CTR C 2001 2.00 X 4.00 4,6 2.7 D 1001 2.00 X 4.00 CTR CTR E F G 5101 4.O0 X 4.00 CTR CTR H 5101 4.00 X 4,00 CTR CTR 1. TRUSSES ~NUFACTURED BY - DAVIDSON INDUSTNIES 2, ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED, 4. WIND LOADS - UBC,1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED ~ B0 MPB MEAR ROOF HEIGHT - 25' EXPOSUBE CATEGORY - C OCCUPANCY CATEGORY - 1 ~ UNBALANCED LOADS CHECKED UNBLN LI FAC = 1.00. ~.00 6. PROVIDE DRAINAGE TO PREVENT WATER PONDING, 7. FASTEN TRUSS TO BRG A FOR 53 LBS OF UPLIFT, WWILE PERMITTING NO UPWABI ~OVEMENT OF WALL OR BRG. 8. FASTEN TRUSS TO BRG C FOR 55 LBS OF UPLIFT, WHILE PERMITTING NO ~PWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1.FOR BASE TRUSS DESIGN SEE DRAW:NG{S) ON TOP OF BASE TRUSS. NAIL TO BASE TRUSS WITH 2 16d NAILS EACH. TCE-NAIL CAP TRUSS TO EACH PURLIN WITH (3) 10d NAILS. INSTALL CONTINUOUS DIAGONAL BRACING AT 45 DEG TO BOTTOM OF BASE TRUSS ~LAT TOP CHORD IN CAP AREA. JUN Z ~ 1990 1 -H1 OVERI-IANGS 460000 7.25 10000 0 DG __ HO 4-06 A B1L J ZARING-¥ARDLEY C OR F-A00 DG 22-02-05 HO 4-07 O L E F B2R D ~ar -- Version 39.6.2 DATE: 3~23-98 CS/ SIZE LUMBER 1.1EFB DL+LL DBFL = 0,20" IN A-J LL DEPL = 0.03" < BRG-SPAN/360 BPAN/DEFL {DL+LL) = 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION DRIP BASED ON SYP LUMBER PLATES - 20 OAUGE TL-20 2RIPPING 561-393 PSI PER PAIR INCLUDES i5.0~ INCREASE TENSION 1030- 924 PLE PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 4 00 X 6.00 5.1 3.3 B 515¢ 5.00 X 8.00 2.2 2.1 C 5150 5.00 X10.00 2.6 1.8 O 2001 4.00 X 6 00 4.7 3.1 E 4010 6.00 X 7,00 CTR CTR F 8010 6 00 X 7 00 CTR CTR G 1110 5.00 X 8.00 CTR 3,0 H 1050 6 00 X 6 00 CTR CTR I 1030 4 00 X 6.00 3.5 CTR J 1110 5.00 X 8 00 CTR 3 0 E 1110 5.00 X B.0O CTR 2.0 L 1001 2,00 X 4~00 CTR CTR M 1001 3.00 X 6,00 CTR CTR N 11t0 6.00 X ~.00 CTH CTR O 1001 2.00 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 9SED 4. WIND LOADS - UBC 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM ' WIND SPEEE - 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPA/qCY CATEGORY - 1 9. UNBALA/4CED LOADS CHECKED (UNBLN LD FAC = 1.00, 0.00 6. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 7. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 110 LBS 8. PROVIDE DRAINAGE TO PREVENT WATER PONDING 9. FASTEN TRUSS TO BRG A FOR 239 LBS OF U~LIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 10. FASTEN TRUSS TO BRG D FOR 269 LBS OF UPLIFT WHILE PSRMITTING NO UPWARE MOVEMENT OF WALL OR BRG. 11. FASTEN TRUSS TO BRG E FOR 284 LBS BP UPLIFT WHILB PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES 1.FOR CAP TRUSS DESIGN SSS DRAWING($~' ~z4~__. 2.APPLY 2X4 PURLINS ~_~_ B.C. ON TOP OF BASE TRUSS. NAIL TO BASE TRUSS WITH (2) 16d NAILS EACH. TOE-NAIL TRUSS TO EACH PURLIN WITH 13) 10d NAILS INSTALL CONTINUOUS DIAGONAL BRACING AT 45 DEG TO BOTTOM OF BASE TRUSS FLAT TOP CHORD IN CAP AREA. 3.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION SEE MIB~91 SUMMARY SHEET FRAME 4 (ORA/qGE SHEET1 OR BUILDING DESIGNBR REQUIREMENTS. P1-H1 OVEPJ/~lqG S JOB ~000 7.25 10000 0 12-09-09 1-00-00E T 7.25 3X6 'x Q K C OR F-A0001907 DG 22-07-06 8 2X4 J MARK T36 G 5x8 4x6~ tar ~- Ver$1on 38.6.2 DATE: 3-23-98 CSI SIZE LUMBSR 1.10PB TOP 0.48 2X 4 SP-~2 1720 BTM 0~82 2X 4 SP-~2 1720 WES 0 68 2X 4 Sp-~2 1720 EXCEPTIONS: I-F' 2X 4 SP-#3 980 F-L G-J SAME AS REPETITIVE MEMBER'STRESS USED LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ~UMBER STRESS INCREASE: 15.0% OADING LIVE DEAD {PSF) TOP CED 20.0 10.0 BTM CHD 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTM LBS IM-SX LBS IN-SX A 543 3~ 8 C 572 3- 8 O 2629 3- 8 LEFT RIGHT HEEL OIN - 4SX OIN- 3SX MEMBR CSI P LBS M~I~T M~2ND TOP CHORDS A~I 0 43 1266 C 538 ~2449 DL+LL DEFL ~ 0.22" IN A~F LL DEFL = 0.08" ~ BNG-SP~N 360 SPA~/DEFL (DLeLL) = 999 ~LATING CONFORMS TO GROSS AREA METHOD) VERIFY PLATE VALUSS WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE T~-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15.0~ INCREASE TENSION 1030' 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2101 4.00 X 6.00 9.4 3.0 5 1150 8.00 X10.00 CTR 3,5 C 2001 4 00 X 6 00 4.7 3.1 D 4010 7 00 X 8,00 3,5 3.5 E 8010 8.00 X 8,00 3.8 CTR F 6010 6.00 X 7.00 2TR 3.8 G 1010 4 00 X 6.00 ~TR CTR B 1001 3.00 X 6.00 CTR CTH I t001 2.00 X 4.00 ~TR CTR J 1001 2 00 X 4 00 CTR CTR N 1001 3 00 X 6 00 CTR CTR L 1110 5 00 X 8 00 CTR M 1110 6 O0 X 7 00 CTR CTR 0 1070 8 00 X10 00 CTH 3.5 P 5110 6 08 X 7 00 2.8 1,8 Q 5L50 5.00 X10.00 2.6 1,8 NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI TFI 1-1995 3. EMPIRIiAL ANALOG IS USED. 4. WIND LOADS - UBC 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM FABRICATOR NOTES: 1 FOR CAP TRUSS DESIGN SEE DRAWING(S) ~_~_~-- ON TOP GE BASE TRU~i NAIL TO BASE TRUSS WITH (2) 16d NAILS EACH TOE-NAIL CAP TRUSS TO EACH PURLIN WITH 3) 10d NAILS INSTALL CONTINUOUS DIAGONAL BRACING AT 45 DEG. TO BOTTOM DF BASE ~RUSS FLAT TOP CHORD IN CAP AREA. 3.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF TME BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION. SEE HIB-9! SUMMARY SHEET FRAME 4 GRA~NGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. TYPE SPAN P1-H1 PCAP 80503 7.25 OVERHANGS JOB M.%~R K , C OR F-A~ DG 4-05-01 HO 4-06 -09 7.25 2x4~ 3-07-06 3-03-03 8-03 3-07-06 3'03~03 ~ r -- Version 39.6.8 -23-98 CSI SIZE LUMBER 1.15FB TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - .( IN. LOAD CASE LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD PSF) TOP CHD 20.0 10.0 BTM CH~ 0.0 TOTAL 20.0 20.0 40.0 FUPPORT CRITERIA CONTINUOUS BETWEEN JNTS A & C LEFT RIGHT HEEL BIN - 4SX 0IN - 4SX { CSI P 195 0.10 95 C 322 -379 B-C 0.08 9f C 383 -299 C-F 0.(3 13 T 167 0 BOTTOM CHORDB A-G 0.08 8~ T -248 -408 G-C 0.08 82 T 408 151 WEBS DL+LL DBFL = 0.£1 IN LL DEFL = 0 00' < BRG-SPAN/369 SPAN/DEFL (DL*LL= 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES-WITH TEE*LOP CORPORATION GRIP BASED ON SYP LUMBER JT TYPE PLATE SIZE X Y A 2013 2 00 X 4,00 4,8 2.4 B 3203 4.00 X 6,00 CTR CTR C 2001 2,00 X 4.00 4.6 2.7 E F G 1001 2.0¢ X 4.00 CTR CTR NOTES: i. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI TPI 1-1995 FABRICATOR NOTES: 1.FOR BASE TRUSS DESIGN SEE 2.APPLY 2x4 PURLINS ~--W~_" B.C. ON TOP OF BASE TRUSS. NAIL TO BASE TRUSS WITS 2 16d NAILS EACH. TOE-NAIL CAP TRUSS TO EACH PURLIN WITR (3) 19d NAILS. INSTALL CONTINUOUS DIAGONAL BRACING AT 45 DEG. TO BOTTOM OF BASE TRUSS FLAT TOP CHORD IN iAP AREA. DVERF-AN F-A0001 5 10000 ~-YARDLEY C OR DG 20-06-07 HO 10-08-08 HO 4-05 ~x6 B A C r -- Version 39.6.2 RUN DATE: 3-23-98 CSI . SIZE LUMBER 1.15FB TOP 0.42 2X 4 SF-~2 1720 BTM 0.78 2X 4 SP-~2 1720 WBS 0.66 2X 4 SP~~2 1720 EXCEPTIONS: LOAD CASE #1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CBD 20.0 10.0 BTM CBD 0 0 10,0 TOTAL 20.0 20,0 40.0 SUPPORT CRITERIA WIDTH LBS LBS IN-SX PIN -1 761 3- 8 {Z HLR 0 696 2- 8 LEFT RIGHT HEEL 0IN - 4SX P(LBS} M~iST M~2ND TOP CHORDS 5 ) 42 2412 C 1855 -845 ).43 1925 C 845 -2353 S-F P-B ).39 246 C -1081 89 BOTTOM CHORDS A-D 0,78 2235 T 320 -1968 D-C 0.44 546 T -57 ~412 WEBS LL D] RG-SPAN/360 DL+LL PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 23 GAUGE TL-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 BLI PER PAIR JT TYPE PLATE SIZE X ~ A 2101 4.00 X 6.00 9.5 3.0 B 4200 3.00 X 6.00 2TR CTR C 4213 4.0C X 6.00 3.0 CTR D 6010 6.00 X 7.00 ~TR 3.8 E 1102 5.00 X 6.00 CTR 3.0 F 10t0 5.00 X 8.00 CTR CTR NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES ~. ANALYSIS CONFORMS TO UBC (;LNSI~TP[ 1-19953. 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC.1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FOR M WIND SPEE MEAN ROOF EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LORDS CHECKED (UNBLN LD FAC = 1.00 0.003. 6. BUILDING DESfGNER IS RESPONSIBLE FOR ADEQUATE DESIGN CF TRUSS TO BRG PLATE CONNECTION WHICH ALLOWS 0.26 ~NCHES OF HORZ. MOVEMENT AT JOINT C 7. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 648 LBS. 8. FASTEN TRUSS TO BRG A FOR 134 LBS OF UPLIFT WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1.ALL 20NTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION~ SEE BIf-91 SUMMARY S~EBT FRAME 4 ORANGE SHEET) OH BUILDING DESIGNER REQUIREMENTS. 95o c JUN ~ :~ l~J§