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05030135-Truss Info
H1 OVERHANGS 10 0 0 ZRHWL942 HO 9-00 MAI{K WI R F 3x6 5x6~ 7x8~ B1R D C 5x6~- 0,312 SIZE LUMBER 1 15FB TOP C 2X 4 SP-~2 1720 BTM 0 71 2X 6 SD*ill 1900 WBS 0.52 2X 4 SP-~2 1720 WDG@C 2X 4 SP-~2 EXCEPTIONS: F~G 2X 4 SP~#3 980 D-N SAME AS F*G REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUF BTM CHORD - CONTINUOUS TRUSS SPACING ~ 24.0 iN. LOAD CASE #1 SS INCREASE: 15.0% S INCREASE: 15.0% LOADING LIVE DEAD (pLF TOP CHD 40 0 20.0 BTM CHD 300,0 320.0 LEFT RIGHT HEEL lin - 8EX 4IN - 6SZ MEMBER FORCES - EACH PLY MEMBR CHI P(LBE) M@IST M@2ND TOP CHORDS SPAN/DEFL (DL+LL = 999 PLATES ARE FOR EACH PLY PLATING,CO~FORMS TO TFI (GROSS ARE~ METHbD) VERIFY PLATE VALUES WITH TEE-LOK CORPOP~ATION GRIP RASED ON SYP LUMBER JT TYPE PLATE SIZE X Y A 2001 3.00 X 4,00 4.5 3.6 B 3001R 4 00 X 4 00 1.8 CTR C 2002 5.00 X 6.00 1 D 1001 3,00 Xl0.00 CTR CTR E 1070 7 00 X 8.00 CTR CTR F 1001 3 00 X 6,00 CTR CTR G 1050 5 00 X 6 00 CTR CTR R 1050 4 00 X 6,00 CTR CTR S1 1100 5.00 X 6.00 CTR 0 2 R = PLATE IS 0 DEG FEB o ALL FILLER AND BLOCKING MEMBERS NOT A FART OF THE STRUCTURAL ANALYSIS TO BE PLATED WITH 1,5~ x 4" PLATES MINIMUM. 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 HIND SPEED ~ 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C MRMNNR HOER SP~OI~rIH) NEES 1 4 .o-~ / FABRICATOR NOTES: 1,IF NO~ OF THE REACTIONS SHOWN IN THE "LOAD CASE #1" SECTION OF THIS DM@WING 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 @ CHECK OF THE BLDG ~ODE ROOF TIE-DOWN SECT DOES NOT RESULT IN THE TIES. 2 DUAL 330102 8 R~J~GS 00 ZARING HARTWICKE-A ZRHWL942 B DG 12-00-15 HO ] )1- l~X6/ E 7x9~ 7-08-00 J D 5x8~- 0.0.312 * 2-PLY TRUSS * LOAD CA: PLATE STRESS INCREASE: 19.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 BTM CND 0.0 10 0 TOTAL 20 0 20.0 40.0 EXCEPTIONS: 8SX PLY MEMBR E-D = 378 T D-G DL+LL DEFL ~ 0.19" IN F-J LL DEFL ~ 0.13" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 PLATES ARE FOR EACH PLY 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 PAIR INCLUDES 15.0E INCREASE TENSION 1030- 924 PLI PER PAIR 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 SHEAR 970- 498 PLI PER PAlS D~.MAGB TO TRUSS, 8, PREVENT TRUSS ROTATION AT A 1001 3,00 X S 00 CTR CTR 9. ANCH R TRUSS F B 3001R 4.00 X 6.00 CTR CTR EORIZO D 1074 5,00 X 8.0S CTR CTR E 1091 6.00 X 7.00 3.5 3.0 F 2002 7 00 X 8.00 2.6 3.0 G 4111R 3 S0 X 6 00 2 0 2.5 H 4000 3,00 X 6 00 CTR CTR FABRICATOR NOTES: I~IF NONE OF THE REACTIONS SHOWN IN THE "LOAD CASE ~I" SECTION OF THIS DRAWING ARE NEGATIVE THE "FASTEN TRUSS FOR UPLIFT" NOTES IN THE "NOTES:" SECTION OF THIS D~WING ARE TEE RESULT OF WI}rD DBBIGNA/~D MAY BE THE BLDG CODS ROOF TIE-DOWN SECT DOES NOT P~SDLT IN THE 2.~LL CO~i~ous TERAL BRACES MUST BE Pd~STRAINED TO PREVENT LATEP~AL MOVEMENT OF THE BRACE IF ALL BRACED DIRECTION. SEE HIB-91 SUMMARY SHEET FRAME 4 AND BUILDING DESIGNER REQUIREMENTS. 912 ~RTWI CKE- A LU 16-0[ -00 E $1 D 4x6~ 3x6= 4x6~ ZRHWL942 G 3x6~ C 16-00-00 Version 40.0.312 RUN 2SI SIZE LUMBER t.15FB TOP 0~81 2X 4 SP-~2 1720 BTM 0.70 2X 4 8P-$2 ~1720 ~BS 0~3 2X 4 Sp-~3 980 ' EXCEPTIONS: E-H 2X 4 SP-~2 1720 B-D SAME AS REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTI~3GUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24 0 IN LOAD CASE #1 LUMBER STRESS INCREASE: PLATE STRESS INCREASE: 15.0% ~OADING LIVE DEAD (PSF) TOP CHD 20,0 10.0 BTM CHD 0.0 10.0 TOTAL 20 0 ~0.0 40.9 SUPPORT CRITERIA j~ REACT WIDTH LBS IN-SX A 133: 1332 3- 8 RIGHT 0IN - 3SX CHI P(LBS) M~lST M~2ND TOP CHORDS 0 81 1714 C ~448 -4374 0.81 1519 C 4374 -2526 DL+LL DEFL = 0,37" IN D-C LL DEFL = 0-06'~ < BRG*SPAN/360 SPAN/DEFL (DL+LL ~ 999 PLATING CONFORMS TC TPI GROSS AREA METHOD) VERIFY pLATE VALUES WI'TH TEE-LOK CORPORATION GRIP BASE~ ON HYP LUMBER PLATES ~ 20 GAUGE TL~20 GRIPPING 5~i-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970~ 498 FLI 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 6,30 4.9 2 5 D 1010 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.~ S1 1100 3~00 X 6~00 CTR 0.2 FEB 0 i 20~1 NOTES: 1, TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI/TPI 1-1995). 3. EMPIRICAL ANALOG IS UBED~ 4. WIND LOADS - UBC, 1988 EDITN TRUSS IH DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPN FABRIC~kTOR NOTES: 1.IF NONE OF THE REACTIONS SNOWN IN THE "LO~%D C~ASE SECTION OF THIS DRAWING ARE NEGATIVE TNE "FASTEN TRUSS B-D = 711 T D-G = 450 C P1 -H1 OVERHANGS 8 912 0 ZRHWL942 ZARING I-IARTWI CKE-A DG 19-02-13 HO 6-07 11' D-Q7 3x6~ 16-0£-00 G B1R E Si D CSI SIZE LUMBER 1.ISFB BTM 0.72 ,2X 4 SP~#2 1720 WBS 0 53 .2X 4 SP-~3 980 EXCEPTIONS: B-D SAME AS E-B 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) DL+LL DEFL ~ 0.36" IN AbE LL DEFL = 0.06" < BRG-SPA/~/360 SpAM/DEFL (DL+LL = 999 PLATING CONFORMS TO TPI GROSS AREA METHQD) VERIFY PLATE VALUES WITH TEB-LOK CORPORaTiON GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 ]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 SIZE X Y A 2001 3.00 X 6.00' 4.7 2.6 B 3010 5.00 X 6.00 CTR 2.2 C 2002 5.00 K 6,00 1.9 2.1 D 1010 4,00 X 6,00 CTR CTR E 1010 4.00 X 6.00 CTR CTR F 1102 5.00 K 8.00 CTR 3.1 G 1001 2.00 E 4.00 CTR CTR Si 1100 3.00 X 6.00 CTR 0.2 NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 4. WIND LOkDS - UBC. 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED ~ 80 MPR MEA/~ ROOF HEIGHT - 25' OCCUPANCy CATEGORY - 1 5. HNBALANCED LOADS CHECKED (UNBLN LD FAC = 1.00, 0.00 6. ANCHOR TRUSS FOE A TOTAL HORIZONTAL LOAD OF 108 LBS. ~ FASTEN TRUSS TO BRG A FOR 276 LBS OF UPLIFT, WHILE PEP~MITTIHG NO UPWARD MOVEMENT OF WALL OR BRG. 8. FASTEN TRUSS TO BR~ C FOE 256 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OK BRG. FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN THE "LOAD CASE #1" FEB 0 1 2~ 3109 DG 18-05-06 0 912 ZARING F~%RTWICKE-A ZRHWL942 8 4x4// K B1L J 2x4 I BIR H 1720 BTM 0. 1720 WBS (.92 2X 1720 J~K 2X 4 8P 980 REPETITIVE MEMBER STRESS USED. LATEP~L BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS DL+LL DEFL = 0.25" IN K-B LL DEFL ~ 0.05" ¢ BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPOP~ATION GRIP EASED 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 6.00 4~9 2.5 B 5101 4 00 X 6 00 2.6 i 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 6.0( CTR CTR G 4010 4.00 X 6.00 CTR CTR H 1070 5.00 X 8.00 CTR CTR I 1070 5,00 X10 0S CTE 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 0 i 21)01 NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2 ANALYSIS CONFORMS TO UBC {;~NSI/TP~ 1-1995). 3. EMPIRICAL ANALOG IS USED. 4. NIND 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 CHECKED (UNBLN LD FAC = 1.00, 0.00). 6, ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 615 LBS. 7. PROVIDE DRAINAGE TC PREVENT WATER PONDING. 8. FASTEN TRUSS TO BRG A FOR 262 LBS OF UPLIFT, WHILH PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG. 9. FASTEN TRUSS TO BRG G FOR 285 LBS OF UPLIFT WHILE PERMITTING NO UPWARD MOIr~MENT OF WALL OR BRG. 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 TEE "NOTES:~ SECTION OF THIS DRAWING ARE THE RESULT OF WIND DESIGN A/~D MAY BE THE BLDG CODE ROOF TIE-DOWN REQUIREMENT OF ROOF TIES BP, ACES MUST BE RESTRAINED TO PREVE~Pr IJ~TERAL MOVEMENT OF THS BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME D~RECTION. SHE EIB-91 TYPE SP DG 15-05-05 BO 4-07 4x6~ B ZR/{WL942 4X6= D HO 8-09~14 7x8~- 3x6H F i1-( 9-13 6-05-07 Si----F-------- ~ 5x8= G 9tar -- Version 40.0.312 LEFT EESL OIN - 3EX R CSI P LBS M~lST M@2ND TOP CHORDS C 1648 -2460 C 2460 -1438 -923 -985 53 0.17 BOTTOM CHORDS 0.43 1508 T 412 -402 0 61 1508 T 402 -1863 -SI 0 53 1115 T 1863 -382 Si-B 0 60 1115 T 382 -2253 H-G 0 46 459 T 2253 -162 WEBS G-F 0 42 64 T 0 0 pLATING C~NFORMS TO TPI 3ROSS AREA METHOD} VERIFY PI2%TE VALUES WITH TEE-LOK CORPOP~TION GRIP BASED ON B~P LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PEE PAIR NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2 ANALYSIS CONFOP345 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 CATEGORY - C OCCUPANCY CATEGORY - I 5, ~/NBAI~CED LOADS CHECKED (UNBLN LD FAC ~ 1,00, 0,00) . 6. ANCHOR TRUSS FOR k TOTAL EOBIZONTAL LOAD OF 501 LBS,. 7. PROVIDE DR3%INAGE TO PREVENT WATER PONDING. 8. FASTEN TRUSS TO BEG A FOR 262 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRE. 9 FASTEN TRUSS TO BRG G FOR 268 LBS OF UPLIFT WMILE PERMITTING NO UPWARD ~OVEMENT OF WALL OR BRG. FABRICATOR NOTES: l. IF NONE OF THE REACTIONS SHOWN IN THE "LO~tC CASE al SECTION OF THIS DP-AWING ARE NEGATIVE THH nFASTEN TRUSS FOR UPLIFT" NOTES IN THE "NOTES:" SECTION OF THIS UIRSCTION. SBE SIS-91 P1 .}{1 OVEP, F~ANGS 8 0 912 ZARING ~iARTWICKE-A ZRHWL942 1 SP DG 12-05-05 HO 4-09' 9-13 F TC 10-02-02 J 3x4~- RUN CHI SIZE LUMBER 1.15FB TOP 0 53 2X 4 SP-~2 L720 BTM 0 57 2X 4 EP-~2 1720 s BOEZ ELN o 126s 3- HEEL OINL~T~HX RIGHT -283 0 488 T 256 C 360 PLATING CONFORMS TO TPI ~GROSS AREA METHOD} VERIFY pLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON EYP LUMBER PLATES - 20 GAUGE TL-20 R GRIPPING 561-393 PSI PER PAI INCLUDES 19 0% INCREASE TENSION 1030- 924 PLI PEK PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE ~ 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 D 3091 4.00 X 6.00 3 0 2.0 E 5094 7,00 X 8 00 4.0 3.5 F 4000 3,08 X 6 00 CTR CTR G 4011 3 00 X 6 00 CTR CTR M 1070 5 00 X 8.00 CTR CTR I 1030 4 00 X 4 00 CTE CTR J 1030 3 08 X 4 O0 CTR CTR K 1001 2 00 X 4.00 CTR CTR S1 1100 3.00 X 6.00 CTR FEB 0 1 ~ 1. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED% 4. WIND LOADS - UBC. 19S8 EDITH TRUSS IS DESIGNED AS A MAIN WIND*FORCE RES SYSTEM WIND SPEEE - 80 MPH MEAN ROOF HEIGHT ' 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED (UNBLN LD FAC ~ 1.00, 0.00) . 6. ANCHOR TRUES FOR A TOTAL HORIZONTAL LOAD OF 387 LBS. 7. PROVIDE DRAINAGE TO PREVENT SATEE PONDING. 8- FASTEN TRUSS TO BEG A FOR 261 LBS OF UPLIFT, WHILE pE934ITTING NO UPWARD MOVEMENT OF WALL OR 9. FASTEN TRUSS TO BRG G FOR 258 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 DRAWING ARE NEGATIVE THE "FASTEN TRUSS FOR UPLIFT" NOTES IN THE "NOTES? SECTION OF THIS DRAWING ARE TEE RESULT OF WIND DESIGN AND MAY BE IGNORED WEEEE A CHECK OF THE BLDG CODE ROOF TIE-DOWN SECT DOES NOT RESULT PN TNB REQUIREMENT OF ROOF TIES. 7~2.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATBRAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBHRS BUCKLE IN THB SAME DIHECTION- SEE HIB-91 SPAN i SP 400909 8 0 912 JOB ZARING HARTWICKE-A ZRHWL942 DG 9-05-10 D A TC 9-01-08 I 9x6~- 5x8= 9-05-10 24-02-05 6-05-07 B1R G 10x12~ 7-08-07 7-£ UniStar -- VerSion 40.0.312 RUN DATE: 1t-30-00 WiS 0 94 2X 4 SP-#2 1500 EXCEPTIONS C-D 2X 6 SP-#i 1650 A-F 2X 4 SP-#3 850 H-C G-D G-L SAME AS A-F I~TERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - A-J H-C E-D TRUSS SPACING - 24.0 IN. LOAD CASE #1 LUMBER STRESS INCREASE 15.0% D 148 (DEAD) MEMBR CSI P LBS M~IET'M@2ND I-B = 1086 T I~K = 1752 C K-N ~ 3421 T H-C = 2.717 C DL+LL DEFL = 0.40" IN LL DEFL = 0,25" < BRG-SPAN/360 SPA/g/DEFL (DL+LL) = 943 pLATING CONFO~tMS TO {GROSS AREA METHOD) VERIFY pLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED OW SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPFING 561-39E PSI PER PAIR INCLUDES 19.0% 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 B 3001 4,00 X 6.00 CTR CTR C 5094 5.00 X 8.00 4.0 4.2 D E093 5,00 X 8.00 4.0 1.5 E 2015 5 O0 Xl0,00 7.2 4.0 F 4100 3.00 X 4.00 CTR CTE NOTES: TRUSSES ~ANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS T@ 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 CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED UNELN LD FAC = 1.00, 6- TIE-IN LOADS SHOWN WITHOUT DAMAGE TO TRUSS 7. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS 8- ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 334 LBS. 5. PROVIDE DP~INAGE TO PREVENT WATER PONDING. FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN THE ~LOAD CASE #1" SECTION DF THIS DP~WING ARE NEGATIVE THE "FASTEN TRUSS FOR UPLIFT" NOTES IN TEE "NOTES:" SECTION OF THIS DRAWING ARE THE RESULT OF WIND DESIGN AND MAY BE IGNORED WHERE A CHECK OF THE BLDU CODE ROOF TIE-DOWN SECT DOES NOT RESULT IN THE REQUIREMENT OF ROOF TIES. FEB 0 1 2001 QUAN TYPE SPAN I MONO 60300 OVERHANGS I0 912 ( 5 -08-09 A JOB TC 6-00-0° HARTWICKE-A HO 5-08-09 2X4 B C 3x6 I ZRHWL942 6-00 ion 40 PLATING CONFOR~S TO TPI 30-00 GROSS AREA ~ETEOD) VERIFY PLATE VALUES WITH . CSI SIZE LDMB~H FB · TEE-LOK CORPOP~KTION pLATE STRESS INCREASE: 15.0% LOADING LIVE DE~D [PLF) TOP CHD 40 0 20.0 BTM CED 219.2 239 2 TOTAL 259,2 259.2 518.4 SUPPORT CRITERIA TYPE HORZ VERT WIDTH LBS LBS IN-SX 0 1605 3- 8 PIN NORZ RLE 0 1555 5- 5 LEFTosX RIGHT ST M@SND T ~1390 -605 ).22" IN A-B L = 0 07" < BHG-SPAN/360 SPAN/DEFL (DL+LL) ~ 327 FEB 0 ] NOTES: ]. TRUSSES MANUFACTURED B5 - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC ANSI/TPI 1-1995). 3. EMPIRICAL ANALOG IS USEE 4. WIND LOADS - UBC.1988 EDITN TRUSS IS DESIGNED AS A ~AtN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY ~ 1 S. END VERTICAL S) NOT DESIGNED FOR WIND EXPOSURE. 6. FASTEN TRUSS TO BEG A FOR 39I LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG 7. FASTEN TRUSS TO BRG C FOR 371 LBS OF UPLIFT, WHILE pERMITTING NO UPWARD MOVEMENT OF WALL OR BRO. 8. GIRDER CONDITION: COMMON GIRDER TYPE. TIE-IN TRUSSES ON BTM CWD WITH SPAN OF 23.922 ft. 9. USE PROPERLY Pu%TED FaXNGERS FOR LOADS FP~AMING INTO GIRDER TRUSS. FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS ~EOWN IN TEE "LOAD CASE $1" 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 A3~D MAY SE IGNORED WHERE A CHECK OF THE BLDO CODE ROOF TIE-DOWN SECT DOES NOT RESULT IN THE REQUIREMENT OF ROOF TIES. 9-07~04 7-04 UniSSar -- Version 40.0.312 RUN DATEr 11-30-00 CEI SIZE LUMBER FB TOP 0.99 2X 6 SP-~i 16g0 LDMBER STRESS INCREASH: 15.0% LATERAL BP~CING: TOP CHORD - CONTI~JOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN, LOADING LIVE DEAD (PSF) TOP ~HD 20.0 10,0 BTM CED 0.0 10.0 TOTAL 20.0 20.0 40.0 EXCEPTIONS~' LINEAR VARIATION ALONG AT A 0.0 SUPPORT CRITERIA JTREACT WIDTH JT REACT WIDTH LBS IN-EX LBS IN-EX A 210 3- 8 B 529 3- ~ PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITS TSE-LOK CORPUP~TION GRIP BASED ON EYE LUMBER NOTES: 1. TRUSSES NANUFACTURSD BY - DAVIDSON INDUSTRIES 2, ANALYSIS CONFORMS TO UBC (ANSI/TP] 1-1995) . 2. EMPIRICAL ANALOG IS USED: FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN THE "LOAD CASE SECTION OF THIS DRAWING ARE NEGATIVE THE "FASTEN THUS~ FOR UPLIFT" NOTES IN THE "NOTES:" SECTION OF THIS DRAWING ARE THE RESULT OF WIRD DESIGN AND MAY BE IGNORED WHERE A CHECK OF THH BLDG CODE ROOF TIE-DOWN SECT DOES NOT RESULT IN TEE REQUIREMENT OF ROOF TIES, MEMBR CSI F(LBS) M@lST M~2ND TOP CHORDS A-B 0.99 52 T 0 0 BOTTOM CHORDS WEBS FEB 9 1 L~ 1 JCA2 60300 10 912 0 ZARING I{kRTWICKE=A ZRHWL942 NJ1 4~03 -12 F TC 6-00-00 - 1-08-03 DATE: 11-30-00 WBS 0.09 2X 4 REPETITIVE MEMBER STRESS USED. bATERAL BHACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CA~E ~1 LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASE: 15.0% LOADING LIVE D~J%D (PSF) TOP CHD 20.0 10,0 BTM CED 0.0 I0*0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-EX S 248 3- S E 122 3- 8 C 6O 3- 8 M~IST M@END 72 C -56 0 E-F ~ 351 T PITTING CONFOP34S 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 B C E 1. TRUSSES NAHUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICA~ ANALOG IS USED. WIND LOADS - UEC, 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH MEA/~ ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 S. UNBAL~CED LOADS CHECKED [UNBLN LD FAC = 1,00, 0.00). 6, ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 153 LBS. 7. FASTEN TRUSS TO ERG R FOR 92 LBS OF UPLIFT, WHILE pERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. DL+LL DEFL ~ 0.07" IN E-C LL DEFL < ERG-SPAN/360 1 JCA2 60300 10 912 0 2-1! 12 ZARING HARTWICKE-A BO 5-08-09 NJ2 9-12 2-08-10 3-03-06 Unistar -- version 40.0~312 RUN DATE: 11-30-00 : CSI SIZE LUMBER I 15FB TOP 0 12 2X 4 SP-~8 1720 BTM 0 15 2X 4 EP-~2 1720 WBS 0.06 SX 4 SF-~3 980 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CEORD - CONTINUOUS 24.0 IN. LOAD CASE ~1 LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCSEASE: 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. JT REACT WIDTH JT REACT WIDTH MEMEE CSI P(LBS) M~iST M@SND TOP CHORDS F~B 0.12 47 C 104 0 BOTTOM CHORDS E-C 0.15 0 T 273 0 WEBS ~ 169 T PLATING CONFORMS TO TPI IGROSS AREA METEOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION JT TYPE PLATS SIZE X Y B C F NOTES: 1. TRUSSES ~L%NUFACTURED BY ~ DAVIDSON INDUSTRIES i. ANALYSIS CONFORM~ TO 3. EMPIRICAL ANALOG IS'USED. 4. WIND LOWS - 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 ~ATEGORY - 1 5. UNBA~%NCED LOADS CHECKED (UNBLN LD FAC = 1.D0, 0.00). 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 118 LBS. FABRICATOE NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN THE '~LOA]) CASE #1" SECTION OF THIS DRAWING ARB NEGATIVE THE "FASTEN TRUSS FOR UPLIFT" NOTES IN THE "NOTES:" SECTION OF THIS DRAWING ANE THE RESULT OF WIND DESIGN AND ~Y BE IGNORED WHERE A CHECK OF THE BLDG CODE ROOF TIE-DOWN SECT DOES NOT RESULT IN TEE REQUIREMENT OF ROOF TIES. FEB 0 1 2001 60300 10 OVE~AN~S 912 0 ZARING HARTWICKE-A ZRHWL942 HO 5-08-08 9-12 1-01-07 4-10-09 6-00-00 MARK NJ3 ~- Version A0-0.312 PLATING CONFORMS TO TPI DATE: 11-30-00 (GROSS AREA METHOD) VERIFY PLATE VALUES WITH CSI SIZE LUMBER 1.15FB TEE-LOK CORPORATION TOP 0.08 2X 4 SP-#2 1720 GRIP BASED ON EYP LUMBER LATEPJ%L BRACING: T0~ CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 'IN. LOAD CASE ~1 LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASE: 15.0% LO~ING LIVE DEAD (PSF) TOP CHD 20.0 10.0 BTM CED 0.0 10.0 TOTAL 20.0 20.0 40.0 TENSION 1030- 924 PLI PER PAIR SHEAR 970- JT TYPE ZE X ' Y C MEMBR CSI P(LBE) MG1ST MG2ND NOTES: 1. TRUSSES MA/~3FACTUEED 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 FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN THE "LOAD CASE ~I" SECTION OF THIS DRAWING ARE FEB 0 1 2~ 1 JCA2 10807 8 3X4~- A ZARING HARTWICKE-A L2 ZRHWL942 ) CSI SIZE LUMBER 1.ISFB TOP 0.24 2X 4 SP~2 1720 BTM 0.27 2X 4 SP-~2 1720 PI~ATE STRESS INCREASE: 15.0~ LOADING LIVE DEAD (PSF) LBS IN-EX LBS IN-EX RIGHT DL+LL DEFL = 0.06" IN LL DEFL = 0.00" < BRG-SPAN/360 SF~N~DEFL (DL+LL) ~ 999 pLATING CONFORMS TO TPI {GROSS AREA METHOD) VERIFY PLATE VALUES WITS TEE-LOS CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 ~RIPPING 561-393 PSI. PER PAIR INCLUDES ~5.0% 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: 1 TRUSSES MANUFACTURED BY DAVIDBON INDUSTRIES 2 ANALYSIS CONFORMS TO UBC (~SI/TPI 1-1995). 3. EMPIRICAL ANALOG IS USED. 4. WIND LO/iDB - UBC. 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MFH MEAN ROOF EEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED UNBLN LD FAC = 1.00, 0.00). 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 139 LBS. 7. FASTEN TRUSS TO BRG B FOR 84 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG. ~. FASTEN TRUSS TO BRS C FOR 80 LBS OF UPLIFT, WHILE PERMITTING NO UPW~J~D MOVEMENT OF WALL OR BEG. FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN TRE "LOAD CASE $1" SECTION OF THIS DRAWING ARE FEB § 1 ~ I JCA2 10807 8 DG 3-04-03 HO 1-06-01 HO 4-07 )C .0.312 30-00 CSI SIZE LUMBER i 15FB 4 SP-~2 1720 1720 BTM 0~06 2X 4 SP-~ REPETITIVE MEMBER STRESS USED TOP CHORD - CONTINUOUS BTM LUMBER STRESS INCREASE 15,0% PLATE STRESS INCREASE: 15,0% LOADING LIVE DEAD (PSF TOR CED 20 0 10.0 BTM CED 0.0 10.0 TOTAL 20.0 E0.0 40.£ ITERIA LEFT RIGHT HEEL 0IN - 3SX MEMBR CSI P LBS} M~IST M@2ND TOP CHORDS A-B 0 06 31 C -109 0 BOTTOM CHORDS A-C 0.06 0 T -354 D WEBS DEFL = 0.00" ! PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPEING 561-393 PSI PER pAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR JT TYPE P~TE SIZ5 A 2001 3.00 X 4.0~ 4~7 3~3 B C NOTES: DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICA~ ANALOG IS USED. 4. WIND LOADS - UBC, i988 EDITN TRUSS IS DESIGNED AE A MAIN WIND-FORCE RES SYSTEM WIND BPEED - 30 MPR THE BLDG CODE ROOF TIE-DOWN FEB 0 1 20Ol 330102 8 0 0 ~HARTWICKE- A ZRI4WL942 tl-09~ D 3x4~- 5X10~- Version 40.3 75 2X 51 2X i720 I720 980 ~ SAME AS PETITIVE MEMBER STRESS USED. LATERAL BP~ACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS MEMBR CSI P(LBS M@IST M@2ND TOP CHORDS E-B 0 69 316 C 1081 -2744 B-I 0 75 846 C 3805 -3957 I-G 0.74 1022 C 3957 -1824 )93 -563 451 T 1574 1147 0.28 451 T -1147 -937 451 T 937 -2541 215 T 2541 -921 WEBS .G 0.22 1033 C 0 0 = 633 T B-A = 635 T 440 C A-G = 649 T SPAN/DSFL (DL L 5 PLATING CONFORMS TO TPI 'GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASFD ON SYP LUMBER pLATES - 20 GAUGE TL-20 GRIPPING '561-393 PSI PER PAIR INCLUDES 15,0% INCREASE TENSION 1030- 924 BLI 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 C 1010 5,00 X 6A08 CTR CTR D E 411( 3.00 X 6.00 CTR 2TH F 4000 3 00 X 4.00 CTR CT@ G 4110 4 00 X 6 00 2.9 CTE H 4000 3.00 X 4.00 CTR TTE I 1001 2 00 X 4.00 CTR CT@ S1 1100 3.00 X 4.00 CT@ 0.2 NOTES: 1, TRUSSES ~UFACTUEED BY DA¥IDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC {A/~SI~TPI 1-1995). 3 EMPIRICAL,ANALOG IS USED. 4 WIND LOADS ~ UBC 1988 EDITN TRUSS [S 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 [UNBLN LD FAC = 1.00, 6. A/qCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 320 LBS 7. FASTEN TRUSS TO BRG FOR 2t9 LBS OF UPLIFT, WHILE pERMITTING NO UPWARD MOVEMENT OF WALL OR BEG, 8. FASTEN TRUSS TO BEG H FOR 191 LBS OF UPLIFT, WHILE PER24ITTING NO UPWARD MOVEMENT OF WALL OR BEG. FABRICATOR NOTES: 1,IF NONE OF THE REACTIONS SHOWN IN THE "LOAD CASE #1" SECTION OF THIS DRAWING ARE NEGATIVE THE "FASTEN TRUES FOR UPLIFT" NOTES IN THE "NOTES:~ SECTION OF THIS DEAWING ARE THE RESULT OF ~X--E .ALL co~iNDous ~TREAL FEB 0 i ~ QUAI~ TYPE ~PAN ~l-n- uv.~.~mu-~ u .o 10 DUAL 330102 8 0 0 ~TWICKE-A ZRHWL942 :-' DG 20-00-11 HO 1-00-02 6X7~ B DG 12-10-09 HO 8-04-13 2X4H G TC 16-02-08 -- 5-01-08 _ BTM 1720 REPETITIVE MEMBER STRESS USED. LUMBER STRESS INCREASE: 15,0% PLATE STRESS INCREASE 15.0% LOADING LIVE DEAD (PSF) BTM CHD 0.0 10,0 H-G 60 PLATING CONFORMS TO TPI GROSS AREA METHOD) VERIFY pLATE VALUES WITH TEE~LOK CORPORATION GRIP BASED OH SYF LUMBER ' PLATES - 20 GAUGE TL-20 GRIPPING 563-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION ]O30- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE E Y FEB 0 ! 2~ NOTES: 1. TRUSSES ~NUFACTUR~D BY - DAVIDSON INDUSTRIES 2. A/~ALYSIH CONFORMS TO ~ EMPIRICAL ANALOG IS USED. · WIND LOAiDS - UBC.1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPN MF~ ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCy CATEGORY - 1 5. UNBALANCED LOADS CHECKED UNBL~N LD FAC = 1,00, 6. A/~CNOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 459 LBS. 7. DUE TO TRUSS CONFIGURATION TAKE EXTRA CARS IN HANDLING. DUE TO OVERALL WEIGHT-TO- LENGTH RATIO, QUALIFIED DESIGN OF pERMANENT BRACING IS REQUIRED. S. FASTEN TRUSS TO BEG F FOR 163 LBS OF UPLIFT, FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN THE ~LOAD CASS 91" SECTION OF THIS DRAWING ARS NEGATIVE THE "FASTEN TRUSS FOR UPLIFT" NOTES IN THE "NOTES? SECTION OF THIS OR~WINGARE THE RESULT OE LO MONO 180600 8 912 0 DG 23-03-04 HO 1-02-07 2x4 {] G ZARING IiARTWICKE - A ZRHWL942 HO 13~36-07 3X6 12 B 4X4~ C TC version 40.0.312 SI~E LUMBER 1,15FB TOP 0,53 2X 4 SP-#2 1720 RTM 0,53 2R 4 SP-#2 1720 WBS 0.52 2X 4 SP-#2 1720 EXCEPTIONS: STRESS INCREASE: 15,0% 15,0% 4o.o ITERIA HORZ VERT WIDTH LBS IN-SE 809 3- 8 745 ND 0,35 145 C 970 -2125 0.53 618 C 2125 -3135 PLATING CONFORMS TO TPI (GROSS AREA METHOD) * . VERIFY PLATE ~ALUES 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 4010 3.00 X 4,00 CTR CTR B 4200 3,00 X 6 00 CTk CTR C 4010 4,00 X 6.00 CTR CTR D 1010 4,00 X 4.00 CTR CTR E 1012 3 00 X 4 00 CTR CTR F 1110 5 00 X 8.00 CTR 3,0 G 4100 2.00 X 4.00 CTR CTR NOTES: 1. TRUSSES MANUFACTUREE BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. FABRICATOR NOTES: REQUIREMENTS. IN D-C FEB 0 t 3301 2 SP 260500 10 912 0 }{ARTWICKE ~A ZRI{WL942 11-07-10 2-09-08E 2-09-08D H T B 5X8= C 2x4% 2x4% CSI SIZE LUMBER I ISFB 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: - LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS LOAD CASE ~1 LUMBER STRESS INCREASE: 15 0% ELATE STRESS INCREASE: 15.0% MEMBR CSI P LBS M@IST M@2ND G-.H = 105 T H-F = 419 C F-B = 114 C B-E =' 1264 T D-J 1258 T L+LL DEFL = 0.40" IN L DEFL = 0.16" < BRG-SPAN/360 L+LL HORZ = 0.30"=AT C SPAN/DEFL (DL+LL) 792 PITTING CONFORMS TO TPI GROSS AREA METHOD) VERIFY pLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON EYP LUMBER PIRATES - 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 A 2001 4.00 X 4 00 2.1 2.1 ~E 3050 6.00 X 7,00 3,6 1,5 C *3-PLATES ON EACH SIDE* 1. TRUSSES MAAT~FACTURED 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 FABRICATOR NOTES: 1.IF NONE OF THE NFAUTIONE SHOWN IN THE "LOAD CASE #1" SECTION OF THIS DRAWING ARE NEGATIVE THE .FASTEN TRUSS FOR UPLIFT" NOTES IN TEE- "NOTES:" ~ECTION OF THIS DRAWING ARE TEE RESULT OF WIND DESIGN AND MAY BE IGNORED WHERE A C~ECK OF THE BLDG CODE ROOF TIE-DOWN SECT DOES NOT RESULT IN THE REQUIREMENT OF HOOF TIES. 10 912 0 ZR}IWL942 2~09-08E 2-09~08D D~ 17-08-09 HO 6-01 H J 4x4: G 2x4 13-04-04 13-00-12 UniStar -~ Version 40.0.312 RUN.DATE: 11-30-00 SIZE LUMBER 1.15FB 980 ONS; 1720 SPACING - LOADING LIVE DEAD (PSP) TOP CED 20.0 10 0 BTM CBD 0.0 10.0 1056 3- RIGHT MEMSR CSI P(LBS M@IST M@2ND TOP CHOP~DS A-H 0.63 1241 C 1817 -3057 H~B 0 53 861 C 3557 -1162 B-I 0 49 1502 C 2543 -973 I-J 0 43 1500 C 573 1117 J-C 0 75 3063 C -1117 ~3600 BOTTOM CHORDS A-G 0.39 962 T 1192 -321 G-F 0.39 962 T 321 -1181 P-B 0 32 742 T 138 714 E-D 0.78 2293 T 1784 1152 D-C i 00 2601 T -1729 ~2896 WEBS G-H = 105 T H-F = 419 C MEMRR CSI P LB6 M@IST M@2MD- FEB 0 1 2001 NOTES: 1. TRUSSES MANUFACTURED BY ~ 'DAVIDSO~ 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 CATEOORY - C -OCCUPANCY CATEGORY - 1 5. UNBAI~NCED LOA~DS CHECKED (UNBL~N LD FAC = 1.00, 0.00). 6. BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO BRG PLATE CONNECTION WHICH ALLOWS 0~30 INCHES OF HORZ MOVEMENT AT JOINT C 7. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 499 LBS. 8. FASTEN TRUSS TO BRG A FOR 158 LBS OF UPLIFT, FABRICATOR NOTES: i IF NONE OF THE REACTIONS SHOWN IN THE "LOAD CASE 2 ,c 6-07-10 2-09-08E 2-0 8D P1-H1 OVER-HANGS 10 912 912 HARTWICKE-A ZR/4WL942 5X6~ DG 9-10-14 B DG 9-10-14 HO 6~01 HO 6-01 G D 7-04-04 [ DATE ~0-00 1720 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD ~ CONTINUOUS BTM CHORD ~ CONTINUOUS TRUSS SPACING ~ 24.0 IN. NCREASE: 15.0% % 10.0 20.0 40.0 CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-EX LBS IN-EX 642 3- 8 C 642 3~ 8 LEFT RIGHT HEEL LIN - IN - 8EX ) M41ET M~2ND 1571 C 961 497 768 465 G-C 0 19 1573 C -465 -804 BOTTOM C~ORDS A-E 0.36 1367 T 529 -185 E-D 424 386 D-C 227 -421 F-E = 109 T ~ 1018 T BaD ~ 1024 T D-G = 144 T PLATING CONFORMS TO TPI NOTES: (GROSS AREA METHOD) 1. TRUSSES H~UFACTUEED BY - VERIFY PLATE V/fLUES WITH DAVIDSON INDUSTRIES TSE-LOK CORRORATION 2, ANALYSIS CONFORMS TO GRIP BASED ON SYP LUMBER UBC (ANSI/TPI 1~1990). PLATES - 20 ~AUGE TL-20 3, EMPIRICAL AMALOG IS USED. GRIPPING 561-393 PSI PER PAIR 4. WIND LOADS - UBC, 1988 EDITS INCLUDES 15.0% INCREASE TRUSS IS DESIGNED AS A TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLX PER PAiR JT TYPE PLATE SIZE X Y A *2-PLATES ON EACH SIDE* #1 2114 4.00 X 6.00 1.7 #2 2500 6.00 X ~ 00 0.8 7.6 B 3010 5.00 X 6.00 CTR 2.1 C *2-PLATES ON EACH SIDE* ~1 2114 4.00 X 6.00 1.7 1.2 #2 2500 6 00 X 9.00 0.9 7.6 D 7010 4'.00 X 6.0~ CTR CTR E 7010 4.00 X 6 00 CTR CTR F 1001 2.00 X 4.00 CTR CTR G 1001 2.00 X 4.00 CTR CTR MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH MEA/~ ROOF HEIGHT - 25' EXPOSURE CATEGORY ~ C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECICED (UNBLE LD FAC = 1.00, 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 295 LBS 7. FASTEN TRUSS TO BRG A FOR 93 LBS OF UPLIFT, WHILE PERMITTING NO UPWARE MOVEMENT OF WALL OR BEG. 8. FASTEN TRUSS TO BEG C FOR 93 LBS OF UPLIFT, FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN THE "LOAD CASE #1" SECTION BE THIS DRAWING ARE NEGATIVE THE "FASTEN TRUSS FOR UPLIFT" NOTES IN TEE "NOTES:" SECTION OF THIS L+LL DEFL = 0.21" IN S-D L BERD= 0.08' · BE~-SB~/~60 FEB 0 1 ~ SP~N/DEFL (DL+LL) - 855 PI-H1 808 10 912 912 ZARING HARTWICKE-A ZRHWL942 5x6~ H E~3 9-05-12 NO 7-03 C B Ear -- Version 40.0.312 DATE: 11-30-00 CSI SIZE LUMBEK -1,15FB · TOP 0.20 2X 4 SP-~2 1720 BTM 0.35 2X 4 SP-$2 1720 WBS 0.35 2X 4 SP-#3 980 WDG@A 2X 4 BP-#2 LEG~C 0.10 2X 4 SP-#S REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TO~ CHORD - CONTIb~JOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE $1 LUMBER ETRESS INCREASE: 1640% PLATE STRESS INCREASE: 15.0% MEMBR CSI B(LBS) TOP CHORDS A-F 0.18 1518 C 902 471 DL+LL DEFL ~ 0.18' IN E-D LL DEFL = 0.08" < BRG-SPAN/360 SpAN/DEFL (DL+LL) = 932 PLATING CONFORMS TO TP1 {GROSS AREA METHOD) VERIFY pLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYF LUMBER P~%TES - 20 GAUGE TL~20 GRIPPING 561-393 PS] ~ER PAIR INCLUDES 15.0% INCREASE TENSION 103C- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A *2-PLATES ON EACH SIDE~ 41 2114 4.00 X 6.00 1.7 1.2 #2 2500 6.00 X 7,00 0.9 7.6 B 3010 5,00 X 6.00 CTR 2.1 C *3-PLATES ON EACH SIDE* #1 2109 5,00 X 8.00 15.1 2.6 #2 2600 2.00 X 4,00 14.7 1.0 $3 2600 2,00 X 4.00 24 2 1.0 D 7010 4.00 X 6.00 CTR CTR E 7010 ~.00 X 6,00 CTR CTE F 1001 2,00 X 4~00 CTE CTR G 1001 2.00 X 4,00 CTR CTR 60910419 FEB 0 I 2OO1 NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES FABRICATOR NOTES: i*IF NONE OF THE REACTIONS SHOWN IN THE "LOAD CASE 2 4.2 P1-H1 210800 10 5x6~ B E F DG L6-02-04 HO 3-00-00 H D ~ UniStar -- Version 40.0,312 RUN DATE: 11-30~00 CSI SIZE LUMBER ~.iSFB TOP 0.39 2X'4 SPi#2 1720 MHMBH CSI P(LBS) M~iST M@2ND TOP CHORDS G-E 0.37 125 T -413 1307 E-B 0 38 558 C 2124 -1171 A-E T D-B 390 T F-C 764 C DL+LL DEFL = 0.25" IN D-C LL DHFL ~ 0.01" < BHG~SP/%N/360 SPAN/DEFL {DL+LL) ~ 999 PLATING CONFORMS TO TPI [GROSS AREA METHOD) VERIFY Pi~TH VALUSS WITH TEE~LOK CORPORATION GRIP BASED ON SYP LU~4BER 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 4.00 CTR CTR B 3001 5.00 X 6.00 CTR 2,1 C 4010 4 00 X 4.0~ CTR CTR FEB 0 I NOTES: 1. TRUSSES MAI~JFACTURED BY OAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED 4. WIND LOAD~ - UBC, 1988 EDITN TRUSS IS DESIGNED AS A RAIN RIND-FORCE RES SYSTEM MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 5. UNBALANCED LO~kDS CHECKED {UNBLN LD FAC = 1~00, 0.00), 6. ANCHOR TRUSS FOR A TOTAL HORIZOWTAL LOAD OF 540 LBS. 7. DUE TO TRUSS CONFIGUEATION TAKE EXTRA CARE IN ~ANDLING. DUE TO OVERALL HEIGHT-TO- LENGTH RATIO, QUALIFIED DESIGN OF PERSL~NENT BEACING IS REQUIRED. 8. FASTEN TRUSS TO BRG A FOR 120 LBS OF UPLIFT, MOVEMENT O~ WALL OR BRG- 9, FASTEN TRUSS TO BRG C FOR 120 LBS OF UPLIFT, WHILE pERMITTING NO UPWARD MOVEMENT OP WALL OR BRG. FABRICATOR NOTES: 1.IF NONE OF THE REACTIONS SHOWN IN THE "LOAD CASE #1" SECTION OF TNIS DEAWING ARE NEGATIVE THE "FASTEN TRUSS FOR UPLIFT" NOTES IN THE "NOTES:" SECTION OF THIS DEAWING AP~ TH~ RESULT OF WIND DESIGN AND MAY BE IGNOKSD WHERE A CHECK OF TNE BLDG CODE ROOF TIE-DOWN Q%3AN TYPE SPAN P1-H1 2 4.2 210800 10 DG 16-02-04 HO 3-00-00 DG 16-02-04 HO 3-00-00 ·star ~- Version 40.0.312 RUN DATE: 11-30-00 CSI SIZE LUMBER 1,15FB LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASe: 15.0% 7 -2124 413 -2976 0,59 -510 0 0 253 T 254 T $4 C 60 999 PLATING CONFORMS TO ~ROSS AREA METHOD) VERIFY PLATE VALUES WITH TER-LOK CORPOP~%TIO~ GRIP BASED ON SYF LUMBER JT TYPE PLATE SIZE X ¥ B 3001 5.00 X 6.00 CTR 2.1 C 4010 4.00 X 4.00 CTR CTR D 1170 5.00 X 8.00 CTR 3.0 E 1030 4 00 X 4 00 CTR CTR F 1012 4.00 X 6.00 CTR CTR G 4100 2.00 x 4.00 CTR CTR H 4010 4.00 X 4 00 CTR CTR I 4100 2.00 X 4,00 CTR CTR FEB 0 ! ~ NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. 'A~ALYSIS CONPOP~MS TC 3. EMPIRICAL ANALOG IS USEO. 4. WIND LOADS - UEC. 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPR MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPA3~CY CATEGORY - 1 5. UNBALANCED LOADS CHECKED UNBLN LD FAC = 1.00 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD ©F 540 LBS. 7. DUE TO TRUSS CONFIGURATIO5 DUE TO OVERALL HEIGHT-TO- LENGTH ~ATIO, QUALIFIED DESIGN OF PERF~ANENT BRACING IS REQUIRED. FASTEN TRUSS TO ERG H FOR 120 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 9. FASTEN TRUSS TO BRG C FOR 120 LBS OF UPLIFT, WHILE pERMITTING NO UPWARD MOVEMENT OF WALL ON BRG. FABRICATOR NOTES: 1.IF NONE OF THE P~ACTIONS SHOWN IN THE "LOAD CASE %1" 3 4.3 2~0800 Fl-H1 OVERHANGS 10 ~ 0 I~ 16-02-04 HO 3-00-00 F HARTWICKE-A ZRHWL942 G 12-00-05 2x4 II 2x4H k RUN DATE: 11-30-00 MBMBBR FORCES - BACH PLY MEMBR CSI P LBS) M®IST M@2ND H-F 0 11 75 C -9 -98 F-B 0.43 2949 C 301 -790 B-S 0 36 2949 C 780 -301 G-J 0.11 75 C 99 9 BOTTOM CHORDS I'E 0 56 2087 T 1050-18405 E-S1 0.55 1686 T 18360 958 61-D 0.56 1686 T -958'18366 D-C 0 56 2075 T 18360 -1028 WEBS C-J 0.11 375 T PLATING CONFORMS TO TPI {GROSS AREA METHOD) VERIFY PLJ%TE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 FSI PEN PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PEN PAIN JT TYPE PLATE SIZE X Y ~B 3010 5,00 X 8,80 CTR 1.2 C 4010 6.00 X 7.00 CTR CTR D 1010 12 00 X16 00 CTR CTR E 1010 8.00 X10,00 CTR CTN F 1012 6.00 X10.00 3.8 CTN G 1012 6.00 X10.00 3.8 CTR H 4100 2.00 X 4.00 CTR CTR I 4010 6,00 X 7,00 CTR CTN J 4100 2 00 X 4.00 CTN CTN El 1100 7.00 X 8,00 CTR 0.1 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 ME~J~ ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBAI~CED LOADS CHECKED (%EqBLN LD FAC = 1.00~ 0.00). 6. TIE-IN LOADS SHOWN WITHOUT DA~4AGE TO TRUSS ?. PREVENT TRUES ROTATIOE AT ALL BEANING LOCATIONS. 8. A~CHOR TRUSS FOR A TOTAL MONIBONTAL LOAD OF 532 LBS. 9. DUE TO TRUSS CONFIGUEATION TAKE EXTRA CARE IN HANDLING. DUE TO OVEP~ALL BEiGNT-TO- LENGTE RATIO, QUALIFIED DESIGN OF PERMANENT BMACING IS RE UIRED. APPLIED STAGGERED AS FOLL MEMBER ROWS SPACING(IN) BTM CHD 3 6,5 PLUS CLUSTERS OF EAILS IF FEB I) ~ 2001 FABRICATOR NOTES: 1.IF NONE OF TEE REACTIONS SHOWN IN THE "LOAD CASE #l- SECTION OF THIS DRAWING ARE NEGATIVE THE "FASTEN TRUSS FOR UPLIFT" NOTES IN THE "NOTES:" SECTIOE OF THIS BRAWING ARE THE RESULT OF WI~MO DESIGN AND MAY BE BEANIN~T JOINT(S) ~