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Home My WebLink About05010068-Truss InfoQ~AN TYPE SPAN P1-H1 OVERHANGS 3 4.4 260808 10 0 0 DG 17-08-09 HO 6-01 42 DG 17-05-15 HO 9-0C 11-07-10 4x6~,~ H F 3x6 5x6= E 7XSz D 3xl 0 J 13-04-04 13-04-04 13-00-12 13-00-12 40.0.312 RUN DATE: 11-30-00 ' * 3-PLY TRUSS * CSI SIZE LUMBER 1.15FB TOP 0,27 2X 4 SP-~2 1720 BTM 0.71 2X 6 SB-~i 1900 WBS 0,52 2X 4 SP-~2 1720 WDG~C 2X 4 SP-~2 EXCEPTIONS: F-G 2X 4 SP-#3 D-H SAME AS F-G REPETITIVE ~EMBER STRESS USED. ~TTERAL BRACING: OP CHORD - CONTINUOUS BTM ~HORD - CONTINUOUS TRUSS SPACING - 24 0 LOAD CASE #1 LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PLF TOP CHD 40.0 20,0 BTM CHD 300.0 320.0 TOTAL 340.0 340.0 680 0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LEE IN-EX LBS IN-EX A 38S6 3- 8 C 3741 E 10365 4- 1 LEFT RIGHT HEEL lin - SEX 4IN - 6EX MEMBER FORCES ~ EACH PLY MEMBR C~I P(LBS) M~IST M~2N£ TOP CHORDE A-G 0.27 937 C -661 -1288 F-G = 1482 T G-E . 1278 C E-B = 480 C E-H' 1214 C SPAN/DEFL (DL~LL = 999 NOTES PLATES ARE FOk EACH PLY PLATING'CO~FORMS TO TPI (GROSS AREA METHOD VERIFY PLATE VALUES PITH TEE-LOB CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING S61-393 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 E 4.00 4,5 3.6 B 3001R 4~00 X 4,00 1.8 CTR C 2002 5,00 X 6.00 1,3 2.0 D 100! 3.00 X10.00 CTR CTR E 1070 7.0[ X 8.00 CTR CTR F 1001 3.00 X 6.00 CTR CTR G 1050 S.00 X 6.CD CTR CTR E 105£ 4.00 X 6 00 CTR CTR S1 1100 5.00 X 6.09 CTR 0.2 I. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMHIRICAL ANALOG IS USED. 4, WIND LOADS - UBC 1988 EDITN TRUSS IS DESIGNED AS A SIN WIND-FORCE RES SYSTEM MEMBER Rows ~PACING(IN) FEB ~.ALL FILLER ~AFD BLOCKING MEMBERS NOT A PART OF THE STRUCTURAL ANALYSIS ~O BE PLATED WITH 1.5 X 4 PLATES MINIMUM, FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN TEE "LOAD CASE SECTION OF THIS DRAWING ARE NEGATIVE TEE "FASTEN TRUSS FOR UBLIFT" NOTES IN THE "NOTES? SECTION OF THIS DRAWING ARE THE RESULT OF WIND DESIGN AND MAY BE IGNORED WHERE A CHECK OF TEE BLDG CODE ROOF TIE-DOWN SECT DOES NOT RESULT IH THE rAN Fl-H1 OVERHANGS 330102 8 0 0 DG 20-00-11 HO [-00-02 JOB ZARING HARTWI CKE-A ZRHWL9 4 2 A J 5xl0 { D 5xS= H 3xS{I UniStar -- Vershon 40 0.312 RUN DATE: 2- ~ 2-PLY TRUSS CSI SIZR LUMBER 1,1SFB TOP 0.25 2X 6 SP~#I 1900 BTM 0,98 2X E BP-#2 1380 WBS 0,99 2X 4 SP-#3 980 WDG@F 2X 6 SP-~i EXCEPTIONS: 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% PLATE STRESS INCREASE 15.0% LOADING LIVE DEAD PSF TOP CHD 20.0 10.0 TOTAL 20.0 20.0 40 0 EXCEPTIONS: F-J 133.0 133 0 CONCENTRATED LOADS (LBS) SUPPORT CRITERIA JT TYPE HORZ VBRT WIDTH F EACH PLY TOP CHORDS 0.25 3178 C 2450 1381 0.21 3122 C -1381 ~1414 S~B 0.09 367 C 1414 -144 B-G 0.04 336 C 118 675 BOTTOM CHORDS P~J 0,98 2623 T 4706 -5030 J-D 0.38 1116 T 5030 2327 D-N 0 11 78 C ~2099 -508 WEBS H-G ~0.82 995 C 0 0 J-A 264 T J-B = 3324 T MEMBR CSI P LBS M~iET M~2ND DL+LL DEFL = 0.19" I~ F-J LL DEFL ~ 0 13' ~ BRG-SPkN/360 SPAN/DEFL DLeLL) = 999 PLATES ARB FOR EACH PLY PLATING CONFORMS TO TPI GROSS AREA MRTHOD) i TRUSSES ~%ANUFACTURED BY' ~ DAVIDSON INDUSTRIES 2. A/~ALYBIE CONFORMS TO 3. EMPIRICAL A]~ALOG IS USED. 4, WIND LOADS -UBC 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND~FORCE RES SYSTEM · I FEB 0 · 200 FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN THE "LOAD CASE 81' SECTION OF THIS DRAWING ARE NEGATIVE THE "FASTEN TRUSS FOR UPLIFT" NOTES IN THE "NOTES:" SECTION OF THIS DRAWING ARE THE RESULT OF WIND DESIGN AND MAY BE IGNORED WHERE A CHECK OF THE BLDG CODE ROOF TIE-DOWN 3 320000 OVERffANGS { JOB 8 912 ~RTWI CKE- A ZRHWL942 DG 19-05-04 HO 4-07 3x ElL B1R E S1 D TC ~ ~6-oo-oc ~o UniStar -- Version 40.0.312 RUN DATE: 11-30-00 REPETITIVE MEMBER STRESS USED. I~%TERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE #1 LUMBER STRESS INCREASE; 15.0% PLATE STRESS INCREASE: LOADING LIVE DEAD (PSF) TOP CED 20.0 10.0 BTM CND 0.0 10,0 TOTAL 20.0 20.0 49 0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A I332 3- 8 C 1332 3- LEFT HIGHT HEEL 0IN - 3SI 0IN ~ 3SI MEMBR CSI P(LBS) M%1ST M@IND TOP CHORDS A-F 0,S1 1714 C 1448 -4374 F-E 0~81 1519 C 4374 -2526 B-G 0.81 1519 C 2526 -4374 DL+LL DEFL = 0.37" IN D-C LL DEFL = 0.06" < BRG-SPAN/36£ SPAN/DEFL (DL+LL) = 999 PLATING CONFORMS TO TPI (GROS~ AREA METHOD) VERIFY PLATE VALUES WI.TM TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL+20 GRIPPING 561-393 PSI PER PAIR INCLUDES 18.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 3.00 X 6.00 4.9 2~5 B 3010 5.00 X 6,00 CTR 2.2 C 2001 3.00 X 6.00 4.9 2.5 D 1Ci0 4.00 X 6,00 CTR CTR E 1010 4.00 X 6.00 CTR CTR F 1102 5.00 X 8.00 CTR 3.1 G 1102 5.00 X 8.00 CTR 3.1 S1 1100 3.00 X 6.00 CTR 0.2 FEB 0 1 NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TC 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC. 1988 EDITN TRUSS IS DESIGNED AS A ~AIN WIND-FORCE RES SYSTEM WINE SPEED - 80 MPN FABRICATOR NOTES: 1.IF NONE OF TEE REACTIONS SHOWN IH THE "LOAD CASE SECTION OF THIS DRAWING ARE 5xE~ ZRR-WL942 11-00-07 TC ~ G B1L 5~6~ 31-09-00 15-09-00 CSI SIZE LUMBER 1,15FB TOP 0.81 2X 4 6B-~2 172o BTM 0.72 2X 4 SP'-~2 1720 WBS 0.53 ,2X 4 SP-~3 980 WDO@C 2X 4 SP-~2 EXCEPTIONS: E-B 2X 4 SP-$2 1720 LOAD CASE #1 LUMBER STRESS INCREASE: 15,0% PLATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 10,0 BTM CHD 0 0 L0.0 TOTAL 20.~ 20.0 40.0 ~UPPORT CRITERIA T EEACT WIDTH JT REACT WIDTH LBS IN-EX LBS IN-EX A 1322 3- 8 C 1270 3- E LEFT RIGHT HEEL 0IN - 3EX 2IN - 3EX MEMBR CSI P(LBE) M@IST M~2ND TOP CHOP. DS A-F 0.80 1697 C 1478 -4329 F-B 0.81 1502 C 432S -2672 714 T 426 C DL+LL DEFL = 0.36" IN A-E LL DEFL = 0.36" < BRG-SP/~N/360 SPAN/DEFL (DL+LL~ = 999 PLATING CONFORMS TO GROSS AREA MKTEOD] VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIR BASED ON SYP LUMBER PLATES - 20 GAUGE TL-2( ]RIPPING 561-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZ~ X Y A 2001 3.00 X 6.00 4.7 2.6 B 3Ci0 5.00 X 6.00 CTR 2.2 C 2002 5.00 X 6.00 1.9 2.1 D 1010 4,00 X 6,00 CTR CTE E 1010 4.00 X 6.00 CTR CTR F 1102 5.00 X 0.00 CTR 3.1 G 1001 2.00 X 4.00 CTR CTR S1 1100 3.00 X 6.00 CTR 0.2 NOTES 1. TRUSSES MANUFACTURED BY - DAVID@ON INDUSTRIES 2, ANALYSIS CONFORMS TO UBC (ANSI/TPI 121995). 3. EMPIRICAL A/qALOG IS 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 OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED (DNBLEg LD FAC = ].00, 0~00). 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 1)8 LBS. 7. FASTEN TRUSS TO BRG A FOR 276 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR HRG. S. FASTEN TRUSS TO BEG C FOR 256 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG. FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN THE "LOAD CASE #1~ SECTION OF THIS DHAWING ARE NEGATIVE THE "FASTEN TRUSS FEB 0 1 IPA.N P1-H1 310900 8 OVERHANGS I JOB 0 9 I~HARTWICKE_A ZRHWL 9 4 2 HO 10~05-14 4x6~- D 7x8~ 7x8~ ~x6~- C T3 ) E 3x6 B F ) -13 TC BC B1L B1R 31-09 -00 CSI SIZE LUMBER 1 ..15FB TOP 0.6.8 2X 4 BP-#2 1720 BTM $.~0 2X 4 SP~#2 1720 WBS 0,92 2X 4 BP-#2 1720 EXCEPTIONS: J-K 2X 4 SP-~3 980 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS LUMBER STRESS INCREASE: 15.0% PI~TE STRESS INCREASE: 16.0% LOADING LIVE DEAD (PSF) BTM CHD 0,0 10.0 TOTAL 20.0 20,0 40.0 SUPPORT CRITERIA JT TYPE RORZ VERT WIDTH LBS LBS IN-EX A PIN 0 1322 3- RIGHT 0IN - 3EX R CSI P LBS M@lST M~2ND TOP CBORDB A-K 0 68 1755 C 2012 ~3812 K-B 0 66 1212 C 3812 -1907 B-C 0.38 998 C 2254 ~1179 C-D 0.09 806 C 468 -225 E-F 0.43 164 C -294 159 J-S1 0.50 1470 T 1260 -268 $1-I 0.48 1470 T 268 -1123 I-H 0 44 850 T 1123 -1658 H-G 0.40 614 T 1658 -65 WEBS J-K ~ 166 T K-I 580 C C-H 946 C R-D 847 T DL+LL DEFL = 0.25" IN LL DEFL = 0 05" ~ BEG-SPAN 360 SBAN/DEFL (DL~LL) = 995 PLATING CONFORMS TO TPI {GROSS AREA METHOD) VERIFY PL4%TE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON BYP LUMBER PLATES - 20 GAUGE TL~20 GRIPPING 561~393 PSI PER PAIR INCLUDES I5,0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X A 2001 3.00 X 6 00 4.9 2,5 S 5101 4.00 X 6 O0 2.6 1.8 C 5094 7 00 X 8~00 4.0 3.5 D 3001 4.00 X 6.00 CTR CTR E 5094 7 00 X 8 00 4.0 3.5 F 4000 3.00 X 6.00 CTR CTR G 4010 4.00 X 6.00 CTR CTR H 1070 5,00 X 8,00 CTR CTR I 10~0 5.00 K10.00 CTR CTR J 1001 2.00 X 4.00 CTR CTR K 1050 4.00 X 4~00 CTR CTR S1 1100 3.00 X 6.00 CTR 0 2 FEB ~ 1 2001 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 EXPOSDRE CATEGORY ~ C] OCCUPANCY CATEGORY - 5. UNBALANCED LOADS CHECKED (UNBLE LD FAC = 1.00, 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 615 LBS 7.PROVIDE DRAINAGE TO PREVENT WATER PONDINS 8. FASTEN TRUSS TO BRG A POE 262 LBS OF UPLIFT, ~RILE PERMITTING NO UPWARD 9. FASTEN TRUSS TO BRG G POE 285 LBS OF UPLIFT, ~MILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG- BRACES MUST BE RESTRAINED Fl-H1 31( 8 DS 1S-OS-G5 __ HO 4-07 OVERHANGS 0 912~ 4X6= D HO 8-09-14 3 11-09-13 BC B1R 6L05~07 31~09-00 4-o5-15 172( REPETITIVE MEMBER STRESS USED. bATERAL BRACING: BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE ~1 LUMBER STRESS INCREASE: 15.0% PL~TE 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 GT TYPE NORZ VERT WIDTH LBS LBS IN-EX ~ PIN 0 1322 3- 8 HORZ RLR 0 1270 3- E LEFT RIGHT HEEL OIN- 3SX MBMBR CSI P LBS) M@IST M@2ND TOP CHORDS GROSS AREA METHOD) VERIFY PLATE VALUES WITH TBE-LOK COP~PORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 PSI PBS PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 97,0- 498 PLI PER PAIR JT TYPE PLATS SIZE X Y A 2001 3,00 X 6.00 4.9 2.5 B 5101 4.00 X 6.00 2.6 1.8 C 5094 7.00 X 8,00 4,0 3.5 D 3001 4.00 X 6.00 CTR CTR E 5094 7~00 X 8.00 4.0 3.5 F 4000 3.O0 X 6.00 CTR CTR G 4010 4.00 X 6,00 CTR CTR H 1070 5.00 X 8,00 CTR CTR ! 1070 5 00 X 8.00 CTR CTR J 1001 2.00 X 4,00 CTR CTR K 1050 3.00 X 4.00 CTR CTR S1 1100 3.00 X 6.00 CTR 0.2 FEB 0 1 ~1~ NOTES: I. TRUSSES EANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO USC (~tNSI/TPI 1-1995 2. EMPIRICAL ANALOG IS USED. · WIND LOADS - UBC, 1986 SDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTE~ WIND SPEED - 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - OCCUPANCY CATEGORY - 5. UNBALANCED LOADS CHECKED (UNBLN LD FAC = 1.00, 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 501 LBS. 7. PROVIDE DP~AINAGE TO PREVENT WATER PONDING. 8. FASTEN TRUSS TO BRG A FOR 262 LBS OF UPLIFT~ WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 9. FASTEN TRUES TO BRG G FOR 268 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN THE "LOAD CASE SECTION OF THIS DP~AWING ARE NEGATIVE THE "FASTEN TRUSS FOR UPLIFT" NOTES IN THE "NOTES:" SECTION OF THIS DRAWING ARE THE RESULT OF WIND DESIGN AND BAY BE IGNORED WHERE A CHECK OF THE BLDG CODE ROOF TIE-DOWN SECT DOES NOT RESULT IN THE REQUIREMENT OF ROOF TIES. ~2 .ALL CONTINUOUS LATERAL BP. ACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT LL DEFL = 0.05" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 P1-H1 OVEP~HANGS JOB 310900 8 0 912 ZARING HARTWICKE-A ZRHWL942 D~ 12-05-05 HO 4-07 3x 10-02-02 5x6= B C 4x6~ D 3x6 F E BiL tar -- Version 40.0,312 DATE: 11-30-00 CSI SIBE LUMEER 1.15FB ' TOP 0 53 2X 4 SP-~2 11720 K-J ~ 296 C J-B ! 346 T LL DEFL = 0~0~" < ~RG-SPA/~/360 SPAN/DBFL ( L LL) 9~9 PLATING CONFORMS TO TPI IGROSS AREA METHOD] VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON EYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1330- 924 FLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 3.00 X 6~00 4.9 2.5 B 5151 5.00 X 6,00 2.5 1.8 C 5094 7.00 X 8.00 4.0 3.5 D 3091 4.00 X 6,00 3,0 2.0 E 5094 7.00 X 8.00 4.0 3.5 F 4000 3,00 X 6.00 CTR CTR G 4011 3.00 X 6.00 CTE CTR H 1070 5,00 X 8.00 CTE CTR I 1030 4.00 X 4.00 CTR CTE J 1030 3 00 X 4,00 CTR CTR K 1001 2 ~0 X 4.00 CTR CTR S1 1100 3.D0 X 6.00 CTR 0.2 NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES - 2, ANALYSIS CONFORMS TO 3, EMPIRICAL ANALOG IS USEE 4. WIND LOADS - UBC, I988 EDITH TRUSS IS DESIGNED AS A ~AIN WIND-FORCE RES SYSTEM MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPA/gCY CATEGORY - 1 5, UNBALANCED LOADS CHECKED ~ DIRECTION, SEE HIE-91 ~P TC P1-H1 8 JOB ZARING HARTWICKE-A 9-05-10 24- 0S-07 ZRHWL942 DG 9-05-10 HO 4-07 7-08-07 7-0 1650 3 850 - CONTINUOUS PLATE STRSSS INCREASE: 15,0% LOADING LIVE DEAD (PBF) TOP CED 20.0 lO.0 BTM CED 0.0 10.0 TOTAL 20.0 20 Q 40.0 CONCENTRATED LOADS LBS D 296 LIVE D 148 (DF.A/)) G 1555 SUPPORT CRITERIA RIGHT 0IN - 3SX MEMBR CS F-J 0.23 135 T J-B 0.23 1222 C B-K 0.32 1227 C K-C 0.51 4306 C 304 324 1052 2185 5 1596 0 0 775 T MEMBR ,~SI P(LBS) M@iST 'M@2ND PLATING CONFORMS TO TPI (GROSS AREA METHOD VERIFY PLATE VALUES WITH TEE-LDK CORPORATION GRIP BASED OH SYP LUMBER NOTES 1. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS ~USED. 4, WIND LOADS - UBC.1988 EDI TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYS~ WIND SP~ED - S0 MPE , MEAN ROOF HEIGHT - 25 EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5~ UNBALANCED LOADS CHECKED (UNBLN LD, FAC = 1,00, 0.{ 6 TIE-IN LOADS SHOWN WtTHOL DAMAGE TO TRUSS. ' PREVENT TRUSS ROTATION A~ ALL BEARING LOCATIONS. 8. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOA~ OF 334 9. PROVIDE DRAINAGE TO PREVENT WATER PONDING. FABRICATOR NOTES: 1.IF NONE OF TEE REACTIONS SHOWN IN THE "LOAD CASE #3 SECTION OF THIS DRAWING A~ NEGATIVE THE "FASTEN TRUS~ FOR UPLIFT" NOTES IN THE "NOTES:" SECTION OF THIS DRAWING ARE THE RESULT OF WIND DESISN AND NAY BE FEB 0 ! 2001 Q~TAN TYPE SP~ Fl-H1 OVERHAN~SIJOB 60300 10 912 0~HARTWiCKE_A DG 8-03-07 HO 5~08-09 BO 8-09 2X41 B 4x6~- A ZRI4WL942 BTM 0.64 2X 8 SP2250MS 2250 WBS 0,1S 2X 4 BP-#3 850 LATERAL BRACING TOp CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASS ~i LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCRSASE: LOADING LIVS DSAD (PLF} TOP CBD 40.0 BTM CED 219.2 239.2 TOTAL 259.2 259.2 518.4 SUPPORT CRITSRIA JT TYPE HORZ VERT WIDTH LBS LBS IN-SX A BIN 0 1605 3- 8 C HORZ RLR 1555 3- 8 ~ 0.56 4 T -1390 -605 BOTTOM CHORDS C 0.64 14 T -6027 -268 WEBS C-B ~ 292 C DL+LL DSFL = 0.22" IN A-B LL DEBL ~ 4.07" < BRG-SP/~NJ360 BBA/~/DEFL ~DL+LL) ~ 327 C 3x6 PLATING CONFORMS TO {GROSS AREA MSTHOD) VSRIFY PLATE VALUBS WITH TEE-LOK CORPORATION GRIP BASED'ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561~393 PSI PER PAIR INCLUDES 15.0% INCRSASE TSNSION 1030- 924 PLI PER PAIR SHSAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X A 2002 4.00 X 6.00 3.3 2.2 B 4200 2.00 X 4.00 CTR CTR C 4000 3.00 X 6.00 CTR CTH FEB 0 NOTES: 1. TRUSSES MANUFACTURED RY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC.1988 EDITH TRUSS IS DESIGNED AS A 9-07-04 Dn 40.0.312 DATE; 11-30-00 CSI SIZE LUMBER FB TOP 0,99 2X 6 SF-#i 1650 LUMBER STRES~ INCREASE: 15.0% TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUEE SPACING - 24.0 IN. LOADING LIVE DEAD (PSF) TOP CRD 20.0 BTM CRD 0,0 10.0 ALONG A-B AT A 0.0 AT B 58.0 29.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH PLATING CONFORMS TO TP1 GROEE AREA METHOD) VERIFY PI~ATE VALUES WITH TEE-LOE CORPOHATION GRIP BASED OH EYP LUMBER NOTES: i. TRUSSES MANUFACTURE£ BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL A/gALOG IS USED, FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN TEE ~'LOAD CASE ~1' SECTION OF THIS DRAWING ARE WEGATIVE THE "FASTEN TRUSS "NOTES:" SECTION OF THIS DRAWING kRE TEE RESULT OF IGNORED WHERE A CHECK OF THE BLDG CODE ROOF TIE-DOWN SECT DOES NOT RESULT IW THE REQUIREMENT OF ROOF TIES. I P(LBS) M@iET M@2ND TOP CHORDS 9 52 T 0 0 BOTTOM CHORDS WEBS SPAN/DEFL (DL+LL) = 216 FEB o 1 ~ 2KE-A ZRHWL942 NJ1 DG 6-01-04 EO 8-09 F E 12__ 4-03-13 -00-00 B HO 5-0S-09 C UniStar -- Version 40.0.312 PLATING CONFORMS TO TPI : 11-30-00 'BTM 0.18 REPETITIVE MEMBER STRESS USED. LOAD CASE #1 LUMBER STF. ESS INCREASE: 15.0% PLJ~TE STRESS INCREASE: 15.0% OADING LIVE DEAD (PSE) BP CRD 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-EX LBS IN-EX E 248 3- 8 B 122 3- 5 C 60 3~ 8 (GROSS AREA METHOD} VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIF 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 PLATS SIZE B C E LL DSFL < BRG-SPAN/$( SPAN/DEFL (DL+LL) ~ 999 NOTES: 1 TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC.1988 EDITH TRUSS IS DESIGNED AS A WIND SPEED ~ EXPOSURE CATEGORY - C OCCUPA/~CY CATEGORY ~ 1 5. UNBALANCED LOADS CHECKED (UEBLN LD FAC= 1,00, 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 153 LBS. 7. FASTEN TRUSS TO BRG B POR 92 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FEB 0 1 ~ Z 10 Z~ HO 5-08-09 I 2-11- 2-08-10_ 3-03-06 _ 5-00-00 6-00-00 -- UniStar - ~TM 0.15 2X 4 SP-#2 i720 WES o.o6 2× 4 sP-~ S~o LATERAL BP, ACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE ~1 LUMBER STRESS INCREASE: 15,0% RI=ATE STRESS INCREASE: 15,0% MEMHR CSI P(LBS) MN1ST M@2ND TOP CHORDS F-B 0.12 47 C 104 0 BOTTOM CHORDS E-C 0.15 0 T 273 0 NEBS PLATING CONFORMS TO TPI GROSS AREA METHOD) VERIFY PLATE VALUES NITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER JT TYPE PLATE SIZE X Y B C F NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2, AJ~ALYSIS CONFOP~MS TO 3, EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC, 1988 EDITN TRUSS IS DES/3NRD AS A ~AIN NIND-FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUP~NCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED 'UNBLN LD FAC = 1.00, 0'.00), 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 110 LBS. FEB 0 1 2DD1 1 JCA2 DG 1-11-14 ¥ ZRHWL942 HO 5-08-08 MARK NJ3 TC C RUN DATE: 11-30-00 CSI SIZE LUMBER 1.15KB TOP 0.08 2X 4 SP-~2 1720 BTM 0.14 2X 4 SF-~2 1720 WBS 0.09 2X 4 SP~#3 980 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: PLATE STRESS LOADING LIVE TOP CHD 20.0 BTM CHD 0.0 I0~0 TOTAL 20.0 20.0 4D 0 SUPPORT CRlrERIA MEMBR CSI P LES MN1ST M@2ND TOP CHORDS ~ 0 08 25 T ~295 0 BOTTOM CHORDS E-C 0.14 0 T 446 0 NEBS 266 T PLATING CONFORMS TO (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION NOTES: 1. TRUSSES MARUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED~ 4. WIND LOADS - UBC 1988 EDIT~ TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH FABRICATOR NOTES: 1.IF NONE OK THE REACTIONS SHOWN IN THE "LOAD CASE #1" SECTION OF THIS DRAWING ARE NEGATIVE THE "~FASTEN TRUSS FOR UPLIFT~ NOTES IN THE "'NOTES:" SECTION OF THIS DRAWING ARE ~HE RESULT OF WIND DESIGN AND MAY BE IGNORED WHERE A CHECK OF THE BLDG CODE ROOF TIE-DOWN SECT DOES NOT RESULT IN THE REQUIREMENT OF ROOF TIES. 3-09-04 A 5-01-04 CSI SIZE LUMBER 1.15FB TOP 0.24 2X ~ SP~#2 1720 BTM 0.27 2X 4 SP-~2 1720 REPETITIVE MEMBER STRESS USED. LATERAL' BRACING: TOP CHORD ~ cONTINUOUS BTM CHORD ~ CONTINUOUS TRUES SPACING - 24.0 IN. GOAD CASE 8i LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASE: 15.0% LOA~QING LIVE DEAD (PSF) TOP CHD 20'.D 10.0 BTM CBD 0.0 10.0 20.0 20.0 40.0 SUPPORT CRITERIA REACT WIDTH JT REACT WIDTH LBS IN-EX LBS IN-EX MEMBR CSI P(LBB} M@lST M@2ND TOP CHORDS A-B 0.24 60 C -997 0 BOTTOM CHORDS 0.27 0 T -1662 0 WEBS ' < BRG-SPAN/36S SPAN/DEFL (DL+LL) - 999 PLATING CONFORMS TO TPI (GROSS AREA METEOD) VERIFY PLATE VALUES WITH TEE-LOK CORPQRATION 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 4.00 4.7 3.3 B C NOTES: TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2 ANALYSIS CONFORMS TO UBC (ANSI/TPI 1-1995). 3 EMPIRICAL /~ALOG IS USED. 4. WIND LOADS - UBC, 1988 EDITH TRUSS IS DESIGNED AS A MAIN HIND-FORCE RSB SYSTEM WIND SPEED - 80 MPH F~BRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN THE "LOAD CASE $i SECTION OF THIS DRAWING ARE FEB 0 I ~ DG 3-04-03 HO 1-06-01 HO 4-07 3X4~ Ear -~ Version 40.0.312 E: 11-30-00 CSI SIZE LUMBER 1.1SFB TOP 0.06 2X 4 SP-#2 1720 BTM 0~06 2X 4 SP~2 1720 TOF CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24~0 IN LOAD CASE ~1 LUMBER STRESS INCREASE: 15,0% PLATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF OP CED 20.0 10,0 TM CHD 0.0 I0.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-EX LBS IN-SX A 146 3- 8 B 60 3- 8 C ]5 3- 8 LEFT RIGHT HEEL 0IN - 3EX MEMBE CSI P{LBS) M@IST M~2ND TOP CHORDS A-E 0.06 31 C -109 0 BOTTOM CHORDS A-C 0.06 0 T -354 0 WEBS BL+LL DEFL = 0.00" IN A-B LL DEFD < BRG-SP~/~/360 SPAN/DEFL (DL+LL} = 999 PLATING CONFORRE TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP DUMBER NOTES: 1. TRUSSES M/~NUFACTURED BY DAVIDSOH [bDUSTRIES 2 A/~ALYBIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC. 1988 EDI TRUSS IS DESIGNED AS A MAIN WIND-PORCE RES SYST WIND SPEED - 8U MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY ~ 1 5. UHBAI~%NCED LOADS CHECKED FABRICATOR NOTES: 1.IF NONE OF TEE REACTIONS SHOWN IN THE "LOAD CASE SECTION OF THIS DRAWING AR NEGATIVE THE "FASTEN TRUSS DRAWING ARE THE RESULT OF WIND DESIGN A/FD MAY BE IGNORED WHERE A CHECK OF THE BLDG CODE ROOF TIE-DOE SECT DOES NOT RESULT IN P~QUIREMENT OF ROOF TIES. FEB 0 1 2801 11-09-13 DG 14-04-02 HO 6-04-13 3~6~ F C B B1R A 15-09-09 H 3x4 ~ersion 40.0.312 RUN DATE: 11-30-00 CSI SIZE LUMBER 1.t6FB TOP 0..75 2X 4 EP-#2 1720 BTM 0 51 ' 2X 4 SP-~2 i720 WBS 0.98 2X 4 SP-~2 1720 MEMBR CSI P LBS M@IST M@2ND TOP CHORDS E-B 0.69 316 C 1081 -2744 B-I 0,75 846 C 3808 -3957 PLATING CONFORMS TO TPI GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL~0 ~RIPPING 561-393 PSI PER PAIR INCLUDES ~5 0% INCREASE TSNSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 1091 5.00 X10.00 5.0 2.5 B 3010 6.00 X 7.00 CTR 1.9 C 1010 5.00 X 5.00 CTR CTR D E 4110 3.00 X 5.00 CTE CTR F 4000 3.00 X 4.00 CTR ' CTR I 4110 4.00 X 6.00 2 9 CTR H 4000 3,00 X 4.00 CTR CTR I 1001 2.00 X 4,00 CT~ CTR Si 1100 3.00 X 4.00 CTR 0.2 NOTES: 1. TRUSSES MikNUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3 EMPIRICAL ANALOG IE USED. WIND LOADS - USC 1988 EDITN TRUSS IS DESIGNED AS A ~L%IN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED {UNBLN LD FAC = 1.00, HORIZONTAL LOAD OF 320 LBS. 7. FASTEN TRUSS TO BR@ F FOR 219 LBS OF UPLIFT. WEILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 8. FASTEN TRUSS TO BRG H FOR 191 LBS OF UPLIFTi WHILE ~ERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. FABRICATOR NOTES: I.IF NONE OF THE REACTIONS FEB 0 1 2][~ HO 1-00-02 6X7~- B DG 12-10-09 8-04-13 TC 3x4[I 16-02-08 04-00 -- 5-01-08 .312 L?20 EXCE [ 4 SP-#3 980 REPETITIVE MEMBER STRESS USED. LATERAL BP~ACING: TOP CHORD - CONTINUOUS BTM CHORD - ~ONTINUOUS PLATING CONFORMS TO TPI GROSS AREA METHOd) VERIFY PLATH VALUES WITH TEE-LOK CORPOR3%TION GRIP BASED ON EYP 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 k 1091 5 00 X10.00 5 0 2,5 B 3010 6.00 X 7,00 CTR 1,9 C 1001 2.00 X 4.00 CTR CTR D E 4110 4.00 X 6.00 2.9 CTR F 4000 3.00 X 4.00 CTR CTR G 4100 2,00 X 4.00 CTR CTR H 4010 5,00 X 6~00 CTR CTR Si 1100 3.00 X 4.00 CTR 0.2 FEB 0 1 ~ NOTES: I. TRUSSES M,~NUFACTURED BY DAVIDSON INDUSTRIES TYm~ 912 0 HO 13-06-07 12 B 1720 ERS 0~52 1720 EXCEPTIONS: E-D SAME AS A-G REPETITIVE MEMBER STRESS USED. LATEP. AL BRACING: TOp CHORD - CON.TINUOUS BTM CEORD - CONTIN~3OUS PLATING CONFORMS TO TPI (GROSS AREA.METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPOP~AT I ON GRIP BASED ON SYP LUMBER NOTES: 1. TRUSSES MANUFACTUEED BY - DAVIDSON INDUSTRIES 2 ANALYSIS CONFORMS TO FEB 0 [ 3~1 DG 17-04-15 HO 7-09 BI 7 G 5x6= 12 2x4 TC 13-04-04 ~ 12-03-08 B3 13-00-12 C UniStar.-- Version 40.0.312 RUN DATE: 11 CSI SIZE LUMBER 1 15FB TOP 0.75 2X 4 SP-~2 1720 BTM 1.00 2X 4 SP-#2 1720 WBS 0.56 2X 4 SP-#3 980 LEG@C 0.25 2X 4 SP-~2 EXCEPTIONS A PIN LEFT IN - 8SX WIDTM RIGMT MEMBR= CSI P LBS M@IST M@2ND G-N 105 T H-F = 419 C- F-B = 114 C B-E = 1264 T E-I = 274 C E-J = 1188 C D-J = 1258 T DL+LL DEFL = 0.40" IN E-B LL DEFL = 0.16" < BRG-SPAN/360 DL+LL HORZ = 0,30" AT C SPAN/DEFL DL+LL) = 792 PLATING CONFORMS TO TPI ~ SROSS AREA METHOD} VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PI~TBS - 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 4,00 X 4.00 2.1 2.1 @E 3050 6.00 X 7.00 3,6 1.5 FEB 0 1 2001 NOTES: 1, TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO' EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC, 1985 EDITN TRUSS IS DESIGNED AS A WIND SPEED - 80 MPE MF~ ROOF HEIGHT - 25' EXPOSURE CATEGORY ~ C OCCUPANCY CATEGORY - 3 UEEAIJ~NCED LOADS CHECKED (UNBLN LD FAC = 1.00 0.00). RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO BRG PLATE CO~D~ECTION WHICH ALLOWS 0.30 INCHES OF HORZ. MOVEMENT AT JOINT C 7. ANCHOR TRUSS POE A TOTAL HORIZONTAL LOAD OF 499 LBS 11-07-10 2-09-08E 2-09-08D 10 912 0 I~ 17-08-09 HO 6-01 ZARING HARTWICKE-A ZRHWL942 B2 B1 7 G 13-04-04 12-03-08 5x8= CSI SIZE LUMBER 1.1SFB TOP 0.7S 2X 4 SP-~2 1720 BTM 1,00 2X 4 SP-#2 1720 ~BS 0.56 2X 4 SP-~3 980 MEMBR CSI P(LBS) M@IST M@2ND F-B = 114 C B~E = 1264 T E-I = 274 C E-J = t188 C FEB 0 1 2801 NOTES: 1. TRUSSES MI%N~FACTURED BY - DAVIDSON INDUSTRIES 2, ANALYSIS CONFORMS TO 3 EMPIRICAL A/gALOG IS USED. 4. WIND LOADS - UBC. 1988 EDITN TRUSS IS DESIGNED AS A DG 9-10-14 10 F 6-07-10 2-09-08D 7-_o4-o4 1-o4-o! ~ 5-00-15 4-06-10 5-00-15 WBS 0 TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUES SPACING - 24.0 IN. LOAD CASE ~1 LUMBER @TRES@ INCREASE: 15.0% PLATE STRE@@ INCREAEE: 15.0% LOADING LIVE DEAD (PSF) TOP C@D 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 LEFT RIGHT HEEL lin - 8SX lin - 8SX M@MER CSI P(LBS) M@iET M@EHD TOP CHORDE A-F 0.19 1571 C 961 497 F-B 0.15 1467 C -497 -758 B-G 0.15 1472 C 768 465 @-C 0.19 1573 C -465 -004 ,024 T D-G 144 T pLATING CONFORMS TO TPI {GRO@E AREA METHOD) VERIFY PLATE VEILUES WITH TEE-LOK CORPORATION GRIP RASED 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 JT TYPE PLATE SIZE X Y A *2-PLATES ON EACH SIDE* $1 2114 4.00 X 6.00 1.7 1.2 ~2 2500 6.00 X 7.O0 0~9 7.6 B 3010 5.00 X 6.00 CTR 2,1 NOTES: 1. TRUSSE@ MANUFACTURED BY DAVIDSON IHDUSTRIES 2. ANALYSIS CONFORMS TO UBC (AHSI/TPI 171995 3. EMPIRICAL ANALOG IS USED. 4 WIND LOADS ~ USC, 1988 EDITN TRUSS IS DESIGNED AS A M3%IN WIND-FORCE RES-SYSTEM WIND ~PEED - 80 MPH MEA/~ ROOF HEIGHT - 25' EXPOSURE CATEGORY - OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED IUNBLN LD FAC = 1,00, 0.00) 6. ANCHOR THUS@ FOR A TOTAL HORIZONTAL LOAD OF 295 LBS, 7. FASTEN TRUSS TO BRG A FOR 93 LBS OF UPLIFT~ WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 8. FASTEN TRUSS TO BRG C FOR 93 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN TBP "LOAD CASE SECTION OF THIS DRAWING ARB NEGATIVE THE "FA@TEN TRUSS FOB UPLIFT" NOTES IN THE "NOTES:" @ECTION OF THIS DRAWING ARE THE R~SULT OF WIND DESIGN AND MAY BE IGNOBED WHERE A CHECK OF THE BLDG CODE ROOF TIE-DOWN SECT DOES NOT RE@ULT IN THE REQUIREMENT OF ROOF TIES. DL+LL DEFL ~ 0.SI" IN LL DEFL ~ 0.09" · BRG-SPAN/360 SP~/DEFL (D~+LLI - SEE F~B 0 1 2001 JOB ~% 140808 10 912 ZARIN~ HARTWICKE-A ZPJ4~L 942 ~G1 HO 6-01 7-03 2X4% B2 C ?-04-04 6-11-12 5~00-15 4-06-10 - 4-08-07 ~tar -- Version 40.( .2 1-30-00 TOF CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE #1 DL+LL DEFL = 0.16" IN E~D LL DEFL = 0.00" < BRG-SPA~N/360 EFAN/DEFL (DL+LL) = 932 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE~LOE CORPORATION GRIP BASED ON EYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 ESI PER PAIR INcLuDE~ 15.0%'INCREASE TENSION 1030~ 924 FLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATS SIZE X Y A *2-PLATES ON EACN SIDE* %1 2114 4,00 X 6.00 1.7 1.i ~2 2500 6.00 X 7 00 0.9 7.6 B 3010 5.00 E 6.00 CTR 2.1 C *3-FI~%TES ON EACH' SIDE* #1 2109 5.00 X 8,00 15.1 2.5 42 2600 2.00 X 4.00 14.7 1.0 #3 2600 2.00 E 4,00 24.2 1.0 D 7010 4.00 E 6.00 CTR CTR E 7010 4.00 Z 6.00 CTR CTR F 1001 2.00 X 4.00 CTE CTR G 1001 2.00 X 4,00 CTR CTR NOTES: 1. TRUSSES MA/~UFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - b~C.1988 EDITN TRUSS IS DESIGNED AS A ~L~IN WIND-FORCE RES SYSTEM WIND SPEED - 80 MP~ EXPOSURE TATEGORY ~ C OCCUPANCY CATEGORY - 1 5. UNBAiJ%NCED LOADS CHECKED {DM~BLN LD FAC = 1.00, 0.00). 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 278 LBS. 7. FASTEN TRUSS TO BRG A FOR 90 LBS OF UPLIFT, · WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG. 8. FASTEN TRUSS TO BRG C FOR 79 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEME~ OF WALL OR BRG. FABRICATOR NOTES: 1.IF SONE OF THE RDACTIONS SHOWN IN TEE "LOAD CASE 41" SECTION OF THIS DRAWING ARE NEGATIVE THE "FASTEN TRUSS FOE UPLIFT" NOTES IN THE "NOTES:" SECTION OF THIS DP. AWING ARE THE RESULT OF WIND DESIGN AND ~L~Y BE E-D 0.26 479 -196 527 T 97 T D-G = 145 T FEB 0 1 21)(71 10 4x6% DG 16-02-04 HO 3-00-00 0-05 D B1L 2X4[ H C UniStar -~ Version 40 0.312 RUN DATE: 11-30-00 CSI SIZE LUMBkR 1.15FB TO~ 0,38 2X 4 BP-#2 1720 BTM 0,59 2X 4 SP~#2 1720 MEMBR CSI P LBS M~IST M@2WD TOP CHORDS G-E 0.37 125 T -413 1307 · PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE ~ALUBS WITH TEE-LOK CORPORATION GRIP BASED OH SYP ~UMBER , FEB 0 I ~ NOTES: 1. ~RUSBES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO P1 -H1 OVERHANGS 10 C DG 16-02-04 HO 3-00-00 DG 16-02-04 HO 3-00-00 12-00-05 H B1L D 2x4[ C SIZE LUMBER 1.15FB 2X 4 SP-#2 1720 2X 4 SP-~2 1720 2X 4 SP-#2 1720 EXCEPTIONS: MEMBR CSI P LBS) M~IST M%2ND TOP CHORDS G-E 0~37 125 T -413 1307 DL+LL DEFL = 0.25" IN D-C LL DEFL = 0,01" < BRG-SPAN/360 SPAN/DBFL (DL+LL)= 999 pLATING CONFORMS TO TPI {GROSS AREA METHOD) UERIFY PLATE VALUEg WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER . FEB 0 1 2~[U NOTES: 1. TRUSSSS MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO P1 -H1 OVERHAN~S 10 0 0 ZARING HARTWICKE-A ZRHWL942 2x4 G B1R FB 1720 MEMBER FORCES - EACH FLY MEMER CSI P(LBS) M@iST M~2ND TOP CHORDS o LL DEFL = ~0. SPAN/DEFL ( = 999 PLATES ARE FOR EACH PLY PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITS TEE-LOK CORPORATION ./ FEB I)! 20~I 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 OCCUPANCY CATEGORY ~ 1 5. UNBALANCED L0~S CHECKED 6. TIE-IN LOADS SHOWN WITHOUT DAMAGE TO TRUSS. 7.PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 8. ANCHOR TRUSS FOB A TOTAL HORIZONTAL LOAD OF 532 LBS 9. DUE TO TRUSS CONFIGURATION TAKE EXTRA CARE IN RANDLING DUE TO OVER3%LL HEIGHT-TO- LENGTH RATIO, QUALIFIED DESIGN OF PERCENT FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN TEE "LOAD CASE ~1" SECTION OF THIS DEAWING ARE NEGATIVE THE "FASTEN TRUSS FOR UPLIFT NOTES IN THE "NOTES:" SECTION OF THIS DRAWING ARE THE RESULT OF WIND DESIGN ~.ND MAY BE BLOCK~" LONG REQUIRED AT AT JOINT(S) BEARING TIGHT AGAINST BEARING. NAIL BLOCK TO TRUSS WITH ~_~) flNI