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HomeMy WebLinkAbout05020084-Truss InfoHO 230600 11-07-08 E1 OVERHANGS 10 10000 10000 DG 16-06-06 JOB ~ ' ZARING-YARDLEY C OR F-A DG 16-06-06 H F 12X16= 11-09-00 3X6 23- -07 " 3'PLY TRUSS '* CSI SIZE LUMBER 1.15FB TOP 0 61 2X 4 SP-#2 1720 BTM 0 65 2X 8 SP-~2 1360 REP LATE RA.L BRAC BTM 583 PLF) 676 .7 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 9956 3-15 C 5650 3~ 8 HEMEEE FORCES ' EACH PLY -731 07 E-D LL DEFL ~ 0.09" ( BEG-SPA~/360 SPA/~/DHFL (DL+LL) ~ 999 PLATES ARE FOH EACH PLY PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER INCLUDES 15 0% INCREASE NOTES: I. TRUSSES M~uNUFACTURED BY DAVIDSON INDUSTRIES BTM CND 3 3 0 WEES ~ 1 ~ 0 PLUS CLUSTERS OF NAILS I I{HIP 311000 7.25 DG 10-03-03 B ZARING-¥ARDLEY C OR F-A0001907 HO 6-10-08 I j C BiR Version 39.6.S 3~23-98 SIZE LUMBER FB TOP 0,69 2X 4 SP-~2 1500 BTM 0.48 2X 6 SP-~i 1650 WBS 0.81 2X 4 SP-~3 850 EXCEPTIONS: 2X 4 SP-#2 1500 LUMBER STRESS INCREASE: 15.0% LATERAL PEACING: ENORD - CONTINUOUS ONE B LOADING LIVE (PLF TOP CED 40.0 BTM CED 0.0 EXCEPTIONS: B-C 80.0 40.0 CONCENTRATED LOADS (LBS1 B 255 LIVE B 127 (DEAD SUPP REACT WIDTH LBS IN-SX 2583 3- 8 35 C 95 0.47 283 8.60 3340 C 1444 -7991 0 69 3340 C 7991 -9194 0.67 2575 C 9194 439 BOTTOM CHORDS 0.40 1931 T 373 -2537 -2622 DL+LL DEFL IN B-I SPA-N/DEFL IDL+LL~ 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD} VERIFY PLATE VALUES WITH TEK~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 97C- 498 PLI PER PAIR 3T TYPE PLATE SIZE X Y A 4010 6 00 X 7.00 CTR CTR B 515i 5 00 X S 00 CTR CTR C 4010 5.00 Xl0.00 3.5 2,5 D 4000 3 00 X 6,00 CTR CTR E 1030 4,00 X 4.00 CTR CTR F 1050 5.00 X10.00 6.5 CTR G 1170 8.00 X 8.00 CTR 5.0 H 1030 5 00 X 8.00 CTR CTR ~ 1001 3.00 X 6,00 CTR CTR J 1130 8.00 Xl0 00 CTR 5.f K 4100 3.00 X 4.00 CTH CTR NOTES: i. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC ANSI/TPI 1-1995). 3. EMPIRICAL ANALOG IS USED. 4. END VERTICAL(S} NOT DESIGNED FOR WIND EXPOSURE. 53 PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 6. GIRDER CONDITION: HALF NIP GIRDER WITH NIP-Rg~FTEES OPEN PACE COMMON JACKS. SIEDER SETBACK 6,00 f~. FABRICATOR NOTES 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT DF THE BRACE IF ALL BRACED MEMBERS BUCKLE iN THE SAME DIRECTION. SEE HIE-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. QUAN TYPE VERHANGS 1 HHIP 31.1000 7.25 0 0 DG 13-05-06 HO 2-02-07 4x6~ JOB ZARING-YARDLEY C OR 5xSr~ 10-05-01 5x6 = HO 8-06-00 C E S1 F 5xl0~- 3x6= ~x6~ D 21-04-15 .642 CSI SIZE LUMRER 1.1SFB 0 61 2X 4 BP-#2 1720 BTM 0.68 2X 4 BP-#2 1720 WBS 0.96 1720 EX'CEPTIONS ~.j 980 NEPBTITIVE MEMBER STRESS USED, LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS LOAD CASE #] LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PBF} TOP CHD 20.0 10.0 BTM CHD 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT TYPE BOBZ VERT WIDTH LBS LBS IN-SX A PIN 0 1273 3- 8 D NORZ RLR 0 1273 3- 8 2SI P(LBS) M~iST M~2ND )P 854 1298 C 1772 -1460 0.54 1108 C 1737 -3086 0,61 1096 C 3086 -3556 0.59 132 C -1064 276 BOTTOM CHOP. OS 0.60 1069 T 946 -2332 3 1224 T 2332 551 1224 T -551 -2654 2654 ~363 WEBS 0 0 179 T 273 C 581 T 22 E PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON ~YP LU~BER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030~ 924 P~I PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 4010 4.00 X 6.00 ITR CTR B 5101 4 00 X 6.00 2.9 1.8 C 4000 3.00 X 6,~0 CTR CTR D 4010 5.00 X 6~00 CTR CTR E 107£ 5,00 X10.00 CTR CTR F 1010 4,00 X 6 00 CTR CTR G 1012 4.00 X 6,00 CTR CTR E 111[ 5,00 X 8.00 CTR 3.0 I 1010 5.00 X 5,00 CTR CTR J 4100 3.00 X 4.00 CTR CTR Si 1100 3.0¢ X 6.00 CTR 0.2 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,1908 EDITN TRUSS. IS DESIGNED AS A MAIN ~IND~FORCE RES SYSTEM WIND SPEED - 00 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 HCRIZONTAL LOAD OF 480 LBS. 7. FASTEN TRUSS TO BRG A FOR 234 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 8. FASTEN TRUSS TO BRG D FOE 240 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 rE ALL BRACED IN THE SAME JMMARY SHEET FRAME 4 BET) OR BUILDING iGNER REQUIREMENTS. JUN ?. ~ 19~ SPAN P1 -}Il 1 H}IIP 311000 7.25 H OVERHANGS JOB 0 0 4x6~- B MARK 5x6= A TC 13-02-03 E 18-07-13 O 39.642 CSI SIZE LUMBER 1,ISFB BTM 0.55. 2X 4 SP-~2 1720 EXCEPTIONS: -K 2X 4 SP~~3 980 LATERAL BRACING: TOP CHORD ~ CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - A-H E~E I-F LOAD CASE ~1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) 40.0 PE NORZ VENT WIDTH PIN LBS LBS IN-SX A ) 1273 3- 8 D EORZ RLR 3 1273 ~- 8 MMMBR CSI P(LBS M~iST M@2ND TOP CHORDS K-H 0.51 103 T -475 1543 B-B 0.53 1184 C 3058 -1489 B-I 0.40 1004 C 1779 -2182 I-J 0.47 843 C 2182 ~2745 J-C C.45 159 ~ -835 159 BOTTOM CHORDS MEMBR 134 T 240 T 437 C 1224 C LL DEFL : ]FA~/350 SPAN/DEFL 999 PLATING CONFORMS TO TPI IGROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE~LOK CORPORATION GRIP BASED ON SYF LUMBER PLATES - 20 GAUGE TL'20 GRIPPING 561~393 PSI PER PAIR INCSUDES 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 B 5101 4 00 X 6 00 2.9 1.8 C 4000 3.00 X 6.00 CTR CTR D 4010 5,00 X 6.00 CTN CTR E 11~0 7 O0 X 8.00 CTR CTE F 1010 5 00 X 6.00 CTR CTR G 1001 2.00 X 4,00 CTR CTR E 1073 5,00 X12.00 CTE CTR [ 1013 5.00 X 6.00 CTR CTE J ~010 5,00 X ~.00 CTR CTR ~ 4100 3.00 X R CTR NOTES 1 TRUSSES M~NUFACTUREE BY - DAVIDSON INDUSTRIES 2 ANALYSIS CONFORMS TO EMPIRICAL ANALOG IS USED W~NE LOADS - UB~,1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES WIND SPEED - 80 MPB MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY ~ C OCCUPANCY CATEGORY - l 5. UNBALANCED LOADS CEECKBD (UMBLN LD FAC = 1.00, 0.00). 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL ,LOAD OF 5~1 LBS -. FASTEN TRUSS TO BRG A FOR 240 LBS OF UPLIFT WHILE PERMITTING NO UPWANI MOVEMENT OF WALL OR BEG, 8, FASTEN TRUSS TC BEG D FOR 269 LBS OF UPLIFT WHILE PERMITTING NO UPWAE£ MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINEE TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN TEE SAME DIRECTION_ SEE HIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS JUN 2 )LEY C OR F-A000IPC7 DG 20-01-09 HO 4-07 5X6~ 12 8 31-10-00 M~2ND PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP ED ON SYP LUMBER E TL-20 GRIPPING 56t-393 PSI PER PAIR 98 PLI PER PAIR JT TYPE $ 3110 ~E HORZ MERT WIDTH C X Y CTE CTR CTR 1.9 4.6 3.1 CTR 3.5 CTR 3.5 CTR CTR CTE CTB CTR 3.0 CTR CTR CTR CTR CTR 0.2 NOTES 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. A~ALYS'IB 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 MPB MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY ' C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED UNBLN LD FAC = 1.00, 6. FASTEN TRUSS TO BRG A FOR 258 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG 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 SANE DIRECTION. SEE HIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. JUN ~ 3 1999 i SP 311000 7.25 0 10000 OARB ING-YARDLEY C OR F-A0001907 3x10~ B 7x8~- E 5x8 -- EXCEPTIONS: ~REASE: 15.0% ~S USED. - CONTINUOUS BRACE - BTM CHD 0,0 20.0 TOTAL 40.0 40.C 80.0 ~ONCENTRATEE LOADS (LBS B 200 (LIVE B 100 (DEAD) C 200 (LIVE) 2 100 (DEAD) SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SE LBS IN-SX A 2384 3- 8 D 2299 3- 8 LEFT RIGHT EEL 0IN - 3SX MBR CSI P(LBS) M~IST M@2ND TOP CHORDS 199 -2293 4 -4684 -4776 -37 ~2 C 2063 126 0,42 3631 C -126 ~1076 BOTTOM CHORDS MSMBR CSI P LBS) M@IST M~2ND F-E 0.68 3938 T 3548 -1745 2436 T 118 C DL+LL DEFL = 0 29" IN F-E LL DEFL = 0.13" ¢ BHG~SP~N/360 ~SPAN/DEF~ (DL+LL)~ ~99 PLATING CONFORMS TO TPI GROSS AREA METHOE VERIFY FLATE VALUES WITH THE-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 4000 3.00 E 6.00 CTR CTR B 5102 5.00 X 6.00 CTR ~TR C 5102 5.00 X 8.00 CTR CTR D 2013 3.00 El0.00 8.1 2,4 E 1070 5.00 X 8.00 CTR CTH F 1110 7 O0 X 8,00 CTR 5,0 G 1070 5 00 X12 00 CTR CTH H 1010 4.00 X 6 00 CTR CTR NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDGO~ INDUSTRIES 2. ANALYSIS CONFORMS TO EMPIRICAL ANALOG IS USED. 4. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS 5. PROVIDE DRAINAGE TO PREVENT WATER BONDING FABRICATOR NOTES 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT DF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN TEE SAME DIRECTION. SEE HIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OH BUILDING DESIGNER REQUIREMENTS. JUN Z S 1~ 311000 7.25 5xSr= B OVER_HANGS JOB 0 10000 ZARING-YARDLEY C OR F-A0001907 2x4 5xS---- HO 4-07 G 5Xl0~ 4X4= r -~ version 39.6.2 3-20-98 2SI SIZE LUMBER 1.15FB .52 2X 4 SP-#2 1720 58 2X 4 SP-#2 1920 WBS 0.98 2X 4 SP-~2 1720 98O r SAME AS TOP CHORD CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - TRUSS SPACING - 24.0 IN. LOAD CASE D HORZ RLR 0 LEFT RIGHT HEEL 0IN - 3SX BOTTOM CHORDS A-G 0.42 1005 T 599 -1349 G-F 0.45 1129 T 1349 -50S )9 201 0 0 261 T G-B = 555 T F-I = 432 C 363 T E~C = 354 T 2 C DL+LL DEFL E-D LL DEFL = )AN/260 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 INCLUDES 15.0% INCREASE TENSION I030- 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 5150 5.00 X 8.00 2.2 2.0 D 2001 4.00 X 6.00 4.7 E 1050 4.00 X 4 00 CTR CTR F 1170 5 00 X10,0B cTR 3.0 G 1030 4 00 X 4.00 CTR CTR H 1030 4.00 X 6.00 CTR CTR I 1001 2 00 X 4.00 CTR CTR J 1001 2 00 ~ 4.00 CTR CTR K 4100 3.00 ~ 4.00 CTR CTR NOTES: i. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. A/qALYSIS CONFORMS TO UBC (A~SI/TPI 1-1995). 3 EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC, 1988 KDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN R00~ HEIGHT - 25 EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECREI (UNBLN LD FAC = 1.00. 0.00}. 6. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 7 FASTEN TRUSS TO BRG A FOR 233 LBS OF UPLIFT, WHILE PERMITTING ND UPWARD MOVEMENT UP WALL OR BNG, FASTEN TRUSS TC BRG D FOR 262 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG. FABRICATOR NOTES: 1,ALL CONTINUOUS LATERAL BRACRS MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACS IF ALL BRA~ED~ MEMBERS BUCKLE IN THE SAME DIRSCTIDN. SEE HIB~91 SUMMARY SHEET FRAME 4 ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. 311000 7.25 0 10000 ZARING-yARDLEY C OR F-A0001907 H 5x8= B DG HO 4-07 A 11-00-07 G F E 4x6---- 5x10~ 2x4 8-00-09 4x6~ DATE: 3-20-98 CSI SIZE LUMBER E-I SAME AS A-J 1720 1720 1720 99O TOP CHORD - CONTINUODS BTM CHORD - CONTINUOUS ONE BRACE - A-H TRUSS SPACING - 24,0 IN, LOAD CASE ~1 LUMBER STRESS INCREASE: LOADING LIVE DEAD (PSF TOP CED BTM CHD TOTAL A PIH 0 1273 3- 8 D HO~Z RLK 0 1337 3- 8 LEFT BIGHT HEEL 0IN - 3SX 2ND 968 B 63 M@2ND SPAN/DEFL (DL+LL) ~ 95-~ PLATING 'CONFORMS TO TPI IGROSS AREA METNOD) NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TC UBC (A!qSI/TPI 1-1995) . 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS ~ UBC,i988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FOKCE RES SYSTEM WIND SPEED ~ 80 MPB - MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C 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 2 6 1.8 D 2001 4.00 X 6.00 4.7 3.1 E 1001 2,00 X 4.00 CTR CTR F 1170 5,00 X10~00 CTR 3~0 G ~030 4 00 X 6 00 CTR CTR H I012 4.00 X 6,00 CTR CTR I t050 4 OO X 4.00 CTR CTR J 4100 3.00 X 4.00 CTR CTR GRIp BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 OCCUPANCY CATEGORY - GRIPPING 561-393 PSI PER PAIR 5. UNBALANCED LOADS CHECKED INCLUDES 15.0% INCREASE (UNBLN LD FAC = 1.00, R ~. ANCHOR TRUSS FOR A TOTAL SHEAR 970- ~I PER PAIR HORIZONTAL LOAE OF 101 LBS. 7~ PROVIDE DRAINAGE TO PREVENT WATER PONDING. 8 FASTEN TRUSS TO BRG A FOR 245 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVBMENT OF WALL OR BRG. 9~ FASTEN TRUSS TO BBG D FOR 272 LBS DF UPLIFT WHILE PERMITTINQ NO UPWARD MOVEMENT OF WALL OR ERG. FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTP~AINBD TO PREVENT LATERAL MOVEMENT OF THE BRAC~ IF ALL BRACED MEMBERS BUCKLE IN THE SAME 187 T 453 C JUN ~ S SP 311000 7.25 0 10000 DG 17~04~05 HO 2-02-07 7.25 B OR F-A0001907 T10 DG HO 4-07 J 8 4×4 ~ 4x6~ TC 13-09-09 B1R E BTM Version 39,6.2 MEMBE 3~20-98 A-I 220 T 294 C 0 DL+LL DEFL ~ 0.15" IN ~ LL DEFL = 0,05" < BEG-SPAN/360 REPETITIVE MEMBER STRESS USES. SPAN/DEFL (DL+LL) = 999 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD {PSF) TOP CHD 20,0 10.0 SSI P{LBS) M@IST M@2ND 0.30 1284 C C -1648 966 WEBS PLATING CONFORMS TO TP] (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LON CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION ~030- 924 ~LI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 4010 4 00 X 6.00 CTR CTE NOTES: 1. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS.CONFORMS TO UBC (ANSI/TPI 1-1985 . 3 EMPIRICAL ANALOG IS USED. 4. WIND LOADS ~ UBC,1988 EDITN ~RUSS IS DESIGNED AS A ~LkIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPN MEAN ROOF HEIGHT - EXPOSURE CATEGORY - C OCCUPANCY CATEG¢~Y - 5. UNBALANCED LOADS CHECKED (UNBLN LD FAC = 1.00. 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 114 LBS. 7. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 8. FASTEN TRUSS TS BEG A FOR 254 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL DR BEG. 9. FASTEN TRUSS TO BEG D FOR 279 LBS DF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG. FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL RACES MUST BE RESTRAINED O PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION. SEE HIB-91 ~UMMARY SHEBT FRAME 4 (ORANGE SNEET) OR BUILDING DESIGNER REQUIREMENTS. JUN ~ ~ 1999 TYPE 'SPA-N P1-Hi DUAL 311000 7.25 OVERHA/gGS 0 10000 JOB blA~ ZARING-YARDLEY C OR F-A0001907 TI1 6x7~ DG 20-01-09 B HO 4-07 2x4 12 N 2x4 7.25 I 12 2U 78 \\ 4x6= TC 15-03-01 16-06-15 39.6.2 BER 1,15FB ~2 i720' 1720 78 2X 4 SP-#2 1720 EXCEPTIONS: LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS LOAD CASE DL+LL DEFL = 0.30" IN LL DEFL = 0.06" < BEG-SPAN/360 SPAig/DEFL (DL+LL) = 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VA3~UES WITH TEE-LOK CORPORATION GRIP BASED DN SYP LUMBER PLATES - 20 GAUGS TL-20 GRIPPING 561~393 PSI PER PAIR INCLUDES 15,0% IMCREASE NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC {ANSI/TPI 1-1995). 3. EMPIRICAL ANALOG iS USED. ~. 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 - ~ 5. UNBALANCED LOADS CHECKED . (UNBLN LD FAC = 1.00, 0.00). 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 120 LBS. ~. FASTEN TRUSS TO BRG A FOR 258 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 8. FASTEN TRUSS TO ERG C FOR 281 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BHG. HEEL LEFT J 1102 5,00 X 6.30 CTR 3.5 K 4100 3.00 X 4.00 CTR CTR Si 1100 3.00 X 6.00 FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT DF THE BRACE IF ALL BRACED ~EMBERS BUCKLE IN TNB SANE DIRECTIDN. SEE HIE-91 SUMMARY SHEET FRAME 4 ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. WEBS 3~ T o o JUN OVERHANGS 10 10000 0 OR F~A0001907 HO 6-10-00 B T12 TC ~ 1200 'RUN D~TE: 3-20-98 SIZE LUMBER 2X 4 BP-#2 '.2 980 BTM CHORD - CONTINUOUS G - 24.0 IN. SE #1 LOADING LIVE DEAD (PSF) TOP CND 20 0 t0 0 BTM CHD 0.0 10,0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT TH MEMBR CSI P(LBS) M~IST M~2ND TOP CHORDS D-B 0,45 112 C 1032 0 BOTTOM CHORDS A-C 0.37 0 ~ -699 0 DL~LL DEFL = 0423" IN D-B LL DEFL ~ BRG-SpA/~/360 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY ELATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-293 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 9 ~8 PLI PER PAIR A 401 'TH CTR B C D 4100 2.00 X 4.00 CTH CTR 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 MPB .MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED UNBLN LD FAC = 1.00, 0.00). 6. BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO BRG PLATE CONNECTION WHICH ALLOWS 0.47 INCHES OF BORZ. MOVEMENT AT JOINT B -. ANCHOR TRUSS FOR A TOTAI HORIZONTAL LOAD OF 239 LBS ~. FASTEN TRUSS TO BRG B FOR 146 LBS OP UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL DR RRG. SPAN P1 -H1 904005. 8697 3x6H C 9-04-O0 RUN DATE: CSI SIZE LUMBER FB TOP 0.73 2X 6 SP~I 1650 wES 0.02 . 2X 6 SP~l 1650 LUMBER E: 15.0% TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS tRUSS SPACING - 24.0 IN. LIVE TOTAL 20 .0 LINEAR ALONG C- AT C AT B 52.0 26.0 MEMBR CSI P(LBS) M~IST M@2ND TOP CHORDS O 0 PLATING CONFORMS TO TPI (GROSS AREA ~ETSOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LU~BER PLATES ~ 20 GAUGE TL-20 GRIPPING 5617393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 ELI PER PAIR JT TYPE PLATE SIZE X Y A B C 4100 3.00 X 6.00 CTR CTR NOTES: i. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG~ IS USED. DL+LL DEFL = 0.40" IN LL DEFL < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 278 JUN ~ ~ 1999 SPAN ~0000 P1 -H1 OVERHANGS 10 10000 0 ZARING-YARDLEY C OR F-A0001907 EOB6-10-00 MARK T14 5-06-12 2X4 D C UniS 39.6.2 BWTM BS 980 ~OP CEORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24,0 IN. LOAD CASE '~1 LUMBER STRESS INCREASE: 15,0% LOADING LIVE DEAD (PSF TOP CHD R0 0 10,O BTM CHD 0.0 10 0 TOTAL 20.0 20,0 40,0 SUPPORT CRITERIA MEMBR CSI P(LBS) MOIST MO2ND TOP CEORDS 18 0 ?OM CHORDS 0.25 0 WEBS 0.10 299 T 0 0 DL+LL DEFL = 0.09" IN D-B LL DEFL ¢ BRG-SPAN/360 DL+LL HORZ = 0.34'=AT B SPAN/DEFL iDL+LL) 839 PLATIN( GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE~LOK CORPORATION GRIP BASED ON SYP LUMBEE PLATES '- 20 GAUGE TL-20 ~RIPPING 561-393 PSI PER PAIR INCLUDES 1510% INCREASE TENSION 10307 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 C D 4100 2,00 X 4.00 CTE CTR NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICA3~ ANALOG'IS USED. 4. WIND LOADS - UBC.1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM TYPE SPA/g Pl-t~l OV~:F,ku~N~ JCA2 60000 l0 10000 0 2X4 4~0 03 D F-A0001907 ZARING-YARDLEY C OR HO )8 TOP 0~16 2X BTM 0,17 2X 4 2X 4 SP PETITIVE MEMBER STRESS USED. - CONTINUOUS BTM CHORD - CONTINUOUS D 40.0 REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN*SN 8 PLATING CONFORMS TO TPI (GROSS AREA METHOD VERIFY PLATE VALUES WITH TEE~ LOK CORPORATION GRIP BASED, ON SYP LUMBER PLATES ~ 2~ GAUGE TL-2~ 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 H C D 4100 2.00 X 4,00 CTE CTN NOTES: i TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC IANSIZTPI 1-1995). 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC, 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM MEMBE CS] A-D ].05 1178 97 T 0 DL~LL DEFL ~ 0.05" IN LL DEFL < BRG-SPAN~360 SPAN/DEFL (DL+LLI = 999 SPAN Fl-H1 .OVERHANGS JOB MA~a% 60000 10 10000 0 ZARING-YARDLEY C OR F-A0001907 T16 3-01-12 2X4 TC I2-00 4-05~02 HO 6-10-01 DATE: 3-20-98 CSI SIZE LUMBER 1.15FB 0 11 2X 4 SP-~2 1720 BTM 0 14 2X 4 SP-#2 1720 CONTINUOUS - 24.0 IN. LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 20,0 10,0 BTM CBD 0~0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH B 61 3- 8 SLATING CONFORMS TO TPI GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION JT TYPE PLATE SIZE X Y A 4000 3.00 X 4,00 CTR CTR B C D 4100 2.00 X 4.00 CTE CTN 1. TRUSSES MANUFACTURED BY ~ DAVIDSON INDUSTRIES . 2. kNALYSIS CONFORMS TO 3. EMPIHICAL ANALOG IS USED. 4. WIND LOADS -UBC 1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPN MEAN ROOF HEIGHT ' 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 BOTTOM CHORDS A-C 0.14 0 T 336 WEBS A~D = 159 DL+LL DEFL = ~ A-C LL DEPL < BEG-SPAN/360 SPAN/DEFL IDL+LL) = 999 1 JCA2 10715 7.25 DLEY C OR F-A000_1907 7.26 2X 4 SP~~2 1720 2X 4 SP-#2 1720 TRUSS SPACING LOAD CASE ~1 LBS IN-SX LBS IN-SE MEMBR CSI P(LBS) M~iST M~2ND TOP CHORDS D-B 0.28 62 C 280 0 BOTTOM CROEDS A-C 0.26 0 T -539 0 WEBS A-D 0.14 447 C 0 0 DL+LL DEFL = 0.07~' IN LL DEFL < BRG-SPAN/360 DL+LL RORZ = 0.37' AT D SPAN/DEFL {DL+LL} = 796 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 i030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE E Y A 4000 3.00 X 4.00 CTR CTE E C D 4100 2.00 X 4.00 CTE CTH NOTES: 1, TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. A/~ALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. ~. 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 OCCUPA~NCY CATEGOEY - i 5. UNBALANCED LOADS CHECKED UNELN LD FAC = 1,00, 0.00 . 6. BUILDING DESIGNEE IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO ERG PLATE CONNECTION WHICH ALLOWS 0.37 INCHES OF BORZ. MOVEMENT AT JOINT B 7. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 156 LBS. 8. FASTEN TRUSS TO BRG B FOR 97 LBS OF UPLIFT, WHILE PERMITTING NO UPWAH£ MOVEMENT OF WALL OR BEG. 9. FASTEN TRUSS TO BEG C FOR k12 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG, ~ b ~4_N £'IP~: ~ p~-k~ r.~ I JCA2 10715 7.25 3-05-04 TC BC 39.6.2 ~UN DATE: 3 CSI SIZE LUMBER 1,15FB TOP 0 09 2X 4 SP-#2 1720 BTM 0 11 2X 4 SP-#2 ~720 WBS 0.05 2X 4 SP-#3 980 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD ~ CONTINUOUS 20.0 40,0 SUPPORT CRITERIA REACT WIDTH JT REACT WIDTH LBS IN~SX LBS IN-SX 83 3- 8 B 55 3- B PLATING CONFORMS TO TPI (GROSS AREA .METHOD) VERIFY PLATE VALUES WITH TEE-LOS 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- 49? PLI PER PAIR JT TYPE PLATE SIZE X Y A 4000 3.00 X 4.00 CTR CTR B NOTES: 1. TRUSSES M/~NUFACTURED BY DAVIDSON INDUSTRIES 2 A/gALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 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 OCCUPANCY CATEGORY - 5. UNBALANCED LOADS CHECKED (UNBLN LD F~C = 1.00, 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 103 LBS. 7. FASTEN TRUSS TO BRG B FOR 65 LBS OF UPLIFT, WHILE PERMITTING NO UPWAED MOVEMENT OF WALL OR BRG. MEMBR liLBS) M@iST M~2ND TOP CHORDS 0.09 39 C 757 0 BOTTOM CHORDS WEBS A~D 0.05 77 C 0 0 DL%LL DEFL = 0.00" IN D-B LL DEFL < BRG-SPA~N/360 sPAN/DEFL {DL+LL)~ 999 JUN Z 5 1999 BO 6-07 B 5-06-07 TC 3X6= A C LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS PLA {GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK COR~ORAT10N JT TY Y A 2002 3 1.5 NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (kNSI/TPI 1-1995). 34 EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC,i988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH LEFT RIGHT HEEL lin - 14SX ,BOTTOM CHORDS A-C 0.26 0 T ~1338 0 WEBS SPAN/DEFL (DL+LL) = 391 QU~ TYPE SPAN P1-H1 JCA2 60000 10 OVERF~/~NGS o DG 8~02-00 HO 6-07 9~06-07 ZARING-YARDLEY C OR F-A0001907 6-00-00 T20 UniStar -- Version 39.6.2 RUN DATE: 3-20-98 TOP BTM 0.2E WDG~A EPETITIVE MEMBER STRESS USED. CONTINUOUS LOAD TOP CHD 20.0 BTM cND 0.0 TOTAL SUPPORT CRITERIA ~EACT 20 0 40.0 (GROSS ~EA METHOD) VERIFY PLATE VALUES WITH .TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER ' PLATES - 20 GAUGE TL-20 GRIPPING 561-393 pSI PER PAIR INCLUDBS 15.0% INCREASE tENSION 103C- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2002 3.00 X 6.00 2.0 1,5 B NOTES: 1. TRUSSES ML~NUFACTURED BY - DAVIDSON INDUSTRIES 2.. ANALYEIS CONFORMS TO LEFT RIGHT HEEL liN - 14SX P(LBS} M@iST M@2ND TOP CHORDS 0.41 92 C -524 0 BOTTOM CHORDS DL+LL DEFL = 0.18" IN A-B LL DEFL = 0.02" c BRG-SPAN/360 SPAN/DEFL (DL+LLI = 391 5-06-00 A 22-¸ SI SIZE LUMBER FB TOP 0.72 2X 8 S~-~2 1200 LUMBER STRESS INCREASE: PLATING CONFORMS TO TPI [GRbSS AREA METNOD) VERIFY PSATE VALqES WITH TEE-LOK CORPORATION GRIP ~ASEb DN STP LUMBER ' NOTES: 1. TRUSSES MB~NUFACTURED BT - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USEE. - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD (PSF) TOP'CED 20 0 10.0 BTM CHD 0.0 10.0 TOTAL 20.0 2].0 40.0 EXCEPTIONS: LINEAR VARIATION 26.0 X M~2ND 0 DL+LL DEFL = 0,23" IN ArB LL DEFL [ BRG-SPAN/360 SPAN/DEFL IDL+LLI ~ 508 6000a -H1 OVERHANGS 10 10000 0 DG 6-00-09 HC 6-07 3x6~ HO 5-06-07 UniStar -- Version 39.6.2 RUN DATE: 1720 4 BP-#2 1720 2X 4 SP-~2 USED. 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 I0 0 P~TING CONFORMS TO TPI {GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION RIP BASED ON SYP LUMBER LATES - 20 GAUGE TL-2O GRIPPING 561-~93 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 499 PLI PER PAIR JT TYPE PLATE SIZE A 2002 3.00 X 6.00 2.X0 1~5 B C NOTES: 1 .TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TC UBC (~SI/TPI 1-1995). 3. EMPIEICAL ~dgALOG IS USED. ' 4. WIND LOADS - UBC,1988 EDITE TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF SEIGHT - 25 EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 5 UNBALANCED LOADS CBBCKED · UNBLN LD FAC = 1.00, 0.0t 6. ANCBOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 141 LBS. 7. FASTHN TKUBE TO BEG B FOE ~6 LBS OF UPLIFT. WHILE PERMITTING NO UPWAED MOVEMENT OF WALL OR BEG, RIGHT JUN 2 ~, 1999 ......... ,1 -Hr OVERHANGS- ~J6~ MARK 10 10000 0 ZARING-yARDLEY C OR F-A0001907 T23 R HO 5-06-06 20-90 SIZE LUMBER 1.15FB 2X 4 SP-~2 172{ BTM 0.14 2X 4 SP-~2 1720 WDG~A 2X 4 SP-~2 PAL 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 lO,0 TOTAL 20.0 20 0 40 0 SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LBS IN-BX A 209 3- 8 B HORZ RLR 89 3- 8 C HORZ RLR 53 3- 8 LEFT RIGHT 14SX CSI P(LB$ M~IST M@2ND TOP CHORDS ).13 42 C 30 0 BOTTOM CHORDS 0.14 0 T 139 0 WEBS LL DEFL = 0.00" < BRG-SPAN/360 SPAN/DEFL IDL+LL) ~ 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 2¢ GAUGE TL~20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15.0% I~CREABE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE A 2002 B C PLATE SIZE X Y 3.00 X 6.00 2.0 1.5 NOTES: 1 tRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC IANSI/TPI 1-1995 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC~1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORC5 RES SYSTEM WIND SPEED - -80 MPH MEAN ROOF HEIGHT - 25 EXPOSURE CATEGORY - C DCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED JUN ~ S 199~] P1 -HI OVERHA/~GS 50000 lO 10000 0 MARK ;-YARDLEY C OR F 1-06-02 A HO 5-06-05 TC 12-00 1-02-01 4-09-15 6-00-00 -- ers 2 SIZE LUMBER 1.15FB BP-#2 1720 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ING - 24.0 IN. 'ABE #1 E: 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 TRITERIA BOEZ VERT WIDTH LBS IN~SX 128 3- 8 C EORZ RLR CONDITION(S) (DIM. GIVEN TO OF BEARING INSET NOTES 4.0 IN 2X 6 WEDGE LEFT RIGHT HEEL lIN - 14EX PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEH-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 1S.0% INCREASE NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC,1908 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 M~H EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED UNBLN LD FAC= 1 00, 0.00). LL DEFL < BEG-SPAN/360 SPAN/DEFL {DL4LL) = 999 JUN ~ ~ 1999 I OVERHANGS JCA2 10900 8 10000 ZARING-YARDLEY DG 6-06-00 HO 1-06-07 HO 4-07 3-10-05 A niStar ~- Version 39.6.2 RUN DATE: 3-20-98 CSI SIZE LUMBER 1.15FB TOP 0.25' 2X 4 SP-~2 1720 ~TM 0.29 2X 4 BP-~2 1720 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. SUPPORT CRITERIA WIDTH JT REACT WIDTH IN~SX LBS IN-SR B 120 3- 8 RIGHT PLATING CONFORMS TO TPI GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOB CORPORATION GRI~ BASED ON SYP LUMBER JT TYPE PLATE SIZE X Y A 2001 2.00 X 4.00 4.6 2.7 B C NOTES: t. TRUSSES MANUFACTUREE BY DAVID~ON INDUSTRIES 2. ANALYSIS CONFORMS TC UBC ANSI/TPI 1-1995). 3. EMPIRICAL A/~ALOG IS USED 4. WIND LOADS - UBC,1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPR 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 k TOTAL HORIZONTAL LOAD OF 146 LBS 7. FASTEN TRUSS TO BRG B FOR 86 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 8. FASTEN TRUSS TO BRG C FOR 81 LBS OF UPLIFT, ~SILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. CSI P(LBS) M@iST M@2ND TOP CHORDS 6.25 61 C -1054 0 BOTTOM CHORDS C 0.29 SPAN P1 -H1 OVERHANGS 8 10000 0 DG 3-06-00 H£ 4-07 2-02-05 MARK ZARING-YARDLEY C OR F-A0001907 T26 NO 1-06 -07 2x4~ )C 39.6.2 RUN DATE: 3-20-98 CSI SIZR LUMBER 1.15PB TOP 0.07 2X 4 SP~#2 1720 BTM 0 06 2X 4 SP*~2~ 1720 REPETITIVE, MEMBER STRESS USED LATERAL BRACING: TOP CHOR~ - CONTINUOUS BTM CHORD " CONTINUOUS~ TRUSS SPACING - 24.0 IN. LOAD CASB ~1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 BTM CND 0.0 TOTAL 0.0 SUPPORT CRITERIA jT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 161 3- 8 B 63 3- 8 C 37 3- 8 LEFT RIGHT HEEL 0IN - 4SX P(LBS) M@IST M@2ND TOP CHORDS 32 C -131 0 T -292 0 WEBS (DL+LL) = 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOR CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE T~-20 GEIPPING 561-393 PSI PER PAIR INCLUDES 1S.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 ? C NOTES: 1. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2 ANALYSIS CONFORMS TO USC (ANSI/TPI 1-1995 . 3 EMPIRICAL ANALOG IS USED. 4 WIN~ LOAD~ - USC, [988 EDITN TRUSS IS DESIGNED AS MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPH ME~dg ROOF EEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 UNBALANCED LOADS CHECKED (UNBLN LD FAC = 1.00- QUltN TYP OVERHANGS 7 MONO 160200 7.25 10000 0 DG HO 4-05 ZARING~yARDLEY C OR F MARK F-A000!907 T28 Star -- Version 39.6 2 SIZE LUMBER 1,15FB TOP 0,33 2X 4 SP-~2 1720 RBBBTITIVE MEMBER STRESS USED. LATERAL BRACING TOP CHORD ~ CONTINUOUS BTM CNORD - CONTINUOUS ONE BRACE - F-C C-B - 24.0 IN. 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 A HORZ VERT WIDTH BIN 0 646 3 - 8 LEFT RIGHT HEEL 0IN - 4SX IMBE CSI P(LBS) M@IST M@2ND TOP CHORDS B 0.30 802 C 436 -1747 F 0.33 614 C 1747 -1975 MEMBE CSI 9(LBS) M41ST M~ND F-C = 574 C DL~LL DEFL = 0.10' IN A-D LL DEFL - 0.01'" · BEG-SPAN/360 SPAN/DEFL (DL*LL) = 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES 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 970- 498 P~I PER PAIR JT TYPE PLATE SIZE X Y A 2001 3 00 X 4.00 4.7 3.0 B 4200 2,00 X 4 Oo CTR CT4 C ~010 4 00 X 6 00 ~TE CTB D 1010 4.00 X 4.00 CTR CTR E 1102 5 00 X 6 00 CTR 3.0 F 1D10 4. )C X 6.00 2TR CTE NOTES: 1 TRUSSES Fd~NUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED 4. WIND LOADS - UBC, i~B8 EDITH TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM FABRICATOR MOTBS: ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME 44~ T ~UN 2 ~ 2 sczs 9o8oo zoooo oooo Zm ZNG-Ym DL ¥ c OR F- 000 0 HO 4-13 HO 4-13 MARK T29 2X4~ 5 )9.6.2 CSI ' SIZE LUMBER l~15FB TOP 0.25 2X 4 SP"#2 i720 BTM 0 56 2X 4 SP-~ ~720 WBS 0.43 2X 4 SP-~3 980 REPETITIVE TOP CHORD - CONTINUOUS BTM CHORD - MAX DIST FOR TEE FOLLOWING LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CBD 20 0 10.0 BTM CHD 0.0 10 0 TOTAL 20 0 20,0 40 0 SUPPORT CHITERIA JT REACT WIDTH JT REACT WIDTH LBS IN"SX DL+LL DEFL ~ 0~21" IN D-C LL DEFL 0.}7" G-SP /3 0 SPAN/DEFL (D +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 S61-393 PSI PER PAIR INCLUDES 15~0~ INCREASE TENSION FLI PER PAIR SHEAR JT TYPE B 3001 C 2101 0 D 6070 6,)0 X 7.00 .TR 3. E 1001 2.0C X 4 00 CTR CTR F 1001 2.0~ X 4 00 CTR CTR 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2, ANALYSIS CONFORMS TO UBC (ANSItTPI 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 ~ ~0 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 392 LBS. 7. FASTEN TRUSS TC BEG A FOR 123 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BHG. 8. FASTEN TRUSS TO BRG C FOR 123 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG, HEEL 0IN - 4SX MEMBE CSI P LBS) M~IST M~2ND TOP CHORDS 1620 C 1118 -1171 1195 C 1191 -1013 24 1195 C 1013 -1171 !5 1620 C 1171 ~118 BOTTOM CHORDS -D 0.56 1345 T 17~3 -1190 D-C 0,56 1345 T 1190 -1783 -" JUN )800 10 0 0 ~ C OR F-AG DG 13-00-11 B DG 13-00-11 HC 4~13 HO 4-13 F TC B2 9-10-00 9-10-00 9-10-00 9-10-00 19-08-00 3x6-.~ C Car -- Version 89.6.2 TOP CHORD - CONTINUOUS BTM CHORD - MAX DIST FOR THE FOLLOWING MEMBERS IS 110 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 10,0 BTM CHD ~.0 10,0 TOTAL 20,0 20~0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-S~ PL~ITING 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 A 2101 3.00 X 6.00 B 3001 5 00 X 6.00 CTR 2.1 C 2111 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 CTR F 1001 2.00 X 4.00 CTR CTR NOTES DAVIDSON INDUSTRIES 2. A/qALYSIS ~ONFORMS TO 3 EMPIRICAL ANALOG ~S 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 5 UNBALANCED LOADS CHECKED (UNBLN LD FAC ~ !~00, 0.00 6. kNCHOR TRUSS FOE A TOTAL HOHIEONTAL LOAD OF 353 LBS. 7. FASTEN TRUSS TO BEG A FOR 109 LBS OF UPLIFT, ~HILE PERMITTING NO UPWARD ~OVEMENT OF WALL OR BEG. 8 FASTEN TRUSS TO BEG C FOR 109 LBS OF UPLIFT, WHILE PERMITTING NO UPWAR5 MOVEMENT OF WALL OH BEG. LEFT RIGHT - 4SX 0IN * 4SX BS) M~iST M~2N6 TOP CHORDS A-E 0.25 1622 C 1120 -1171 E~B 0.24 1197 C 1171 -1014 B-F 0,24 1197 C 1014 -1171 F-C 0,29 1621 ~ 1171 -1120 BOTTOM CHORDS A-D 0.56 1348 T 1783 ~1190 352 C D-B = 1244 T 352 C DL+LL DEFL = 0.21" IN D-C LL DEFL = 0.07" < BEG-SPAN/360 SPAN/DEFL (DL+LL) = 999 0000 7.25 10000 10000 )R F-A0001907 T32 K T1 B C 4x6 A 6x7 E DG 19-07-04 190 4-07 4x6~ 12 8 3L 4x6= D tar ~- Version 39 6.2 MHMBR CSI P(LBS) NOTES: WEBS UN DATE: 3-23-98 CSI SIZE LUMBER 1.15FB 2X 4 BP-#2 1720 2X 4 SP-#2 1720 2X 4 SP-#2 1720' EXCEPTIONS: L-J '2X 4 SP-#3 980 S-O SAME AS L-J TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - K-I CASE ~1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CND 20.0 10.0 BTM CHD 0.0 10.0 TOTAL 20.0 20~0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN~SX LBS IN-EX A 859 3- 8 D 943 3- 8 E 2004 3- ~ MEMRR CSI P(LBS) M~IST M~2ND TOP CEOHDS A-L 0,32 1102 C 500 -1887 L~E 0,32 909 C 1867 -1571 K-B 0.26 328 C 1571 -t369 B-M 0.71 330 T -457 1051 M-C 0.71 334 T -1051 795 C-N 0.43 456 C 2579 -1245 N-O 0.33 999 C 1245 -1925 0.33 1178 C 1925 -681 BOTTOM CHORDS .44 952 T 359 -1507 J-I 0 37 613 T 1507 -760 I-F 0.29 279 T 760 -1204 E-H 0.32 397 T 0 -1458 R-G 0.38 651 T 1458 -1286 G-D 0.41 989 T 1286 -533 TRUSSES MANUFACTURED BY - E-F 0.33 1E32 C L-J = 295 C J-K = 446 T PLATING CONFORMS TO T~ iGROSS AREA METHOD} VERIFY PLATE VALUES WITH TEE-LOK CORPORATIQN GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 3RIPPING 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 6.00 5 I 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 CTR CTR G 1110 5.00 X 8.00 CTR 3.0 H 1050 4 00 X 6.00 2,5 CTR 1030 ~.00 X 6.00 CTB CTR 3 1110 5.00 X 8.00 ~ ~TR 3.0 L CTR CTR M 1001 2 CTR CTR N 1010 4 CTR CTR O 1102 5 DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC,1988 EDITH TBUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 80 MPB ME~ ROOF HEIGHT - 25' EXPOSURE CATEGORY ~ C OCCUPANCY CATEGORY - 1 5. UNBALANCED LOADS CHECKED (UNBLN LI FAC ~ 1.00. 0.00) . 6. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. U. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 121 LBS. 9, PROVIDE DRAINAGE TO PREVENT WATER PONDING. 9. FASTEN TRUSS TO BRG A FOR 256 LBS OF UPLIFT WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 10. FASTEE TRUSS TO BRG D FOR 302 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG, 11, FASTB~ 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 MUST BB RESTRAINED TO PREVENT LATERAL MOVEMENT DF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAMS DIRECTION SEE HIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. TYPE SPAN OVERHANGS SP 460000 7.25 10000 0 DG 22' 93-10 HO 4-06 7,25 L 5xl0= C J E F 6x7 18-11-02 22-00-08 8-05-03 G 18-07-11 4x6~ UniStar -- Version 39.6.2 RUN DATE: 3-23-98 CSI SIZE LUMBER 1.18FB TOP '0~46 2X 4 SP-~2 1720 BTM 0.55 2X 4 SP-~2 1720 WBS 0.77 2X 4 ~ 2 172) EXCEPTIONS L-J 980 G-O SAME AS L-J REPETITIVE MEMBER STRESS USED LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS 6NE BRACE - R-I B-F F-~ TWO TRUSS SPACING ~ IN. LOAD CASE ~1 LUMBER STRESS INCREASE: LOADING LIVE DEAD (PSP) TOP CND 20.0 10.0 0 BTM CED 0.0 TOTAL 20.0 0 40.0 SUPPORT CRITi JT TYPE ~IDTH MEMBR CSI P(LBS) M®iST M~2ND 2 0.32 311 -248 762 36 353 T -731 1726 44 914 C 2162 -2578 44 1124 C 2578 -694 BOTTOM CHORDS A-J 0.55 896 T 242 -2238 J-I 0.47 490 T 2238 -889 MEMBR CSI P(LES} M@iST M~2ND I-F 0.30 142 T 675 1326 E-H 0.24 232 T O -1168 H-G 8.46 586 T 1168 -2054 G-D C~53 947 T 2054 -388 E-F 0 37 1158 C 0 2157 5-J = 349 C J-K = 532 T E-I = 653 C I-B = 611 T B-F = 838 C P-M = 309 C DL+LL DEFL = 0120" IN A-J LL DEFL = 0,03" < BRG-SPAN~360 8PAN/DEFL (DL~LL) = 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD, VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER JT TYPE PLATE SIZE X Y A 2001 4.00 X 6.00 5,1 3.3 B 8150 5.00 X 8.00 2.2 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 CTE CTR F 8010 6.00 X ~.00 CTR CTR G lllO 5 O0 X S,0O CTR 3-0 H 1050 5 00 X 6 O0 CTR CTR I 1030 4.00 X 6 00 3.5 CTR J 1110 5.00 X 8.00 CTR 3~0 K 1110 5.00 X 8 00 CTR 3.0 L 1001 2.00 X 4.00 CTR CTR M 1001 3.00 X 6.00 CTR CTR N 1110 6.00 X 7,00 CTR CTR 0 100t 2.00 X 4.00 CTR CTR NOTES: t. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2 ANALYSIS CONFORMS TO UBC (ANSI/TPI t-1995 SMPIBICAL ARALOG 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 CSECKEE (UNBLN LD FAC = 1.00. 0.00). S, PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 7. A/~CHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 110 LBS. 8. PROVIDE DRAINAGE TO PREVENT WATER FUNDING. 9. FASTEN TRUSS TO BRG A FOR 239 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 10. FASTEN TRUSS TO BEG £ FOR 269 L~ OF UPLIFT WHILE PERMITTING NC UPWARD MOVEMENT OF WALL OR ERG. 11. FASTEN TRUSS TO SRG E FOR 284 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE I5 ALL BRACEI MEMBERS BUCELE iN TEE SAME DIRECTION. SEE BIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) ~R BUILDING DESIGNER REQUIREMENTS. ~E PJ~G S ~ 0 7.25___10000 0 ZARING YARDLEY C __OR F-A0001907 UG 22-07-05 C HO 4-07 3U 6x7~ 12 N 6 J H B2L G .1-02 6-05-03 22-00-08 BRG-SPAN 360 PLATING CONFORMS TO TPI (GROSS AREA METHOD TEE-LOK CORPORATION GEIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15 0% INCREASE NTINUOUS SHEAR 970- 498 PLI PER PAIR CHORD - CONTINUOUS I ~ H-I B-F P-M JT TYPE RLATE SIZE X Y {-C E~N A 2001 6.00 X 6.00 5.1 3.3 B 5150 5,00 X 8.00 2,2 2.L C 5150 5 00 Xl0 00 2.6 1.8 D 2001 4.00 X 6 00 4.~ 3.1 R 4010 6 00 X 7 00 CTR CTR 0% F 8010 6.00 X 7,00 CTR CTR G 1110 5.00 X 8.00 CTR 3,0 H 1050 5 00 X 6.00 CTR CTR I 1030 4 00 X 6 00 3.5 CTR ~ J 1110 5 00 K 8 00 CTR 3.0 iRITRRIA K 1110 5.00 X 8,00 CTR 3.0 CTR CTR CTR · CTR JUN ~. NOTES: i. TRUSSES MANUFACTURE5 BY - DAVIDSON INDUSTHIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED· 4. WIND LOADS - UBC.1968 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEEE - 80 MPH MEAN ROOF SBIGHT - 25' EXPOSURE CATEGORY - C OCCUPA/gCY 2ATEOORY - 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. 6. PROVIDE DRAINAGE TO PREVENT WATER RONDING. 9. FASTEN TRUSS TO BEG A FOR 239 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF HALL OR BRG 10. FASTEN TRUSS TO BEG 5 FOR 269 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. lk FASTEN TRUSS TO BRG E FOR 284 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG FABRICATOR NOTES: I.FOR CAP TRUSS DESIGN SEE DRAWING(S) CA~ · 2.APPLY 2X4 RU-~L-~_~_" o.c. ON TOP OF BASE TRU~. 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 OF BASE TRUSS FLAT TOP CHORD IN CAP AREA 3,ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT 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 '1 OVERF. ANGS MARK 0 0 : OR F-A0001907 CAP1 ,DG 2~05-01 DG 2-06-15 HO 4-07 HO 4-06 C 2-00-06 3-08 -04 1-11-111-09'15 ~8-03 UniStar -- Version 39,6.2 23-98 ;SI SIZE LUMBER 1.15FB TOP 0 09 2x 4 SP-#2 1720 BTM 0 03 2X 4 SP-~2 1720 WBS 3.02 2X 4 GP-#3 980 REPETITIVE MEMBER STRESS USED~ LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRGSS SPACING - 24~0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: 15 0% LOADING LIVE DEAD (PSF) TOP CED 20 0 10 O BTM CWD 0.0 10,0 TOTAL 20.0 A 20.0 40.0 JNTS A & C HEEL RIGHT - 4SX 0IN - 4SX MEMBR CSI P(LBS) M~IST M®2ND TOP CHORDS E-A 0.04 14 T 0 -195 A-G 0.03 32 C 114 -204 D-B 0.03 B-C 0.03 132 C E-H 126 C SPAN/DEFL (DL+LL)= 999 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEB-LOK CORPORATION GRIP BASED ON GYP 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' 2013 2.00 X 4.00 4,8 2,4 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,~0 X 4.0G CTR CTR H 5~01 4.90 X 4.00 CTR CTR NOTES: 1, TRUSSES M~NUFACTURED BY ~ DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UEC,1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND S~EED - 80 MPH ME~,N ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANC~ CATEGORY - 1 . 5. UNBALANCED LOADS CHECKED UNBLN LD FAC ~ 1.00, 0.00), 6. PROVIDE DRAINAGE TO PREVENT WATER PONDING FASTEN TRUSS TO BRG A FOR 53 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 8. FASTEN TRUSS TO BRG C FOR 55 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OH BRG. FABRICATOR NOTES: 1.FOR BASE TRUSS DESIGN SEE 2.APPLY 2X4 PURLINS ~" o.c. ON TOP OF BASE TRUSS. NAIL TO BASE TRUSS WITH (2) 16d NAILS EACH. TOE-NAIL CAP TRUSS TO EACH PURLIN WITH (3} 10d NAILS. INSTALL CONTINUOUS DIAGON;tL BRACING AT 45 DEG. TO BOTTOM OF BASE TRUSS FLAT TOP CHORD IN CAP AREA. JUN 4x6= 7.25 OVERHANGS 10000 0 T 12 5x8~ K F 6x7 ' 5x10= 6~ DG 22-07-05 HO 4-07 4x6= D Version 39.6.2 DL+LL DEFL - 0 20" IN A-J ~UN DATE: 3-23-98 LL DRFL = 0.03" ~ BRG-SPAN/360 SPAN/DEPL IDL+LL) = 999 CSI SIZE LUMBER 1.15FB TOP 0.46 ' 2X 4 SP-~2 1720 PLATING CONFORMS TO TPI BTM 0 55 2X 4 SP-~2 1720 (GROSS AREA METNOD) WBS 0.77 2X 4 SP-~2 1720 VERIFY PLATE VALUES WITH EXCEPTIONS: ' - ,. TEE~LOK CORPORATION L-J 2k 4 BP-#3 980 GRIP BASED ON SYP LUMBER ' G-O SAME AS L-J PLATES - 20 GAUGE TL-20 REPETITI;E MEMBER STRESS USED. GRIPPING 561-393 PSI PER FAIR INCLUDES 15 02 INCREASE LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS = 532 T K-I = = 611 T B-F = 838 C = 309 C E-C = 922 C = 645 T H-N = 605 C N-B = 510 T G-O = 333 C 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 O0 X 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 CTB F 8010 6,00 X 7 00 CTR CTR G 1110 5.00 X 8,00 CTR 3.0 H 1050 5,00 X 6.00 CTR CTR I 1030 4,00 X 6 0S 3.5 CTR J 1110 5,00 X 8.00 CTR 3.0 K 1110 5.00 X 8.00 CTR 3,0 L 1001 2,00 X 4.00 CTR CTR M 10Gl 3,00 X 6.00 CTR CTR N 1110 6 00 X 7,00 CTE CTR O 1001 2 00 X 4,00 CTR CTH NOTES I. 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 SPEEE - 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY OCCUPANCY CATEGORY 5. UNBALANCED LOADS CHECKED (UNBLN LD FAC~ 1.00. 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 UPLIFT WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG. 10. FASTEN TRUSS TO BEG D FOR 269 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OH BRG. 11. FASTEN TRUSS TO BEG E FOE 284 LBS OF UPLIFT WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES 1.FOR CAP TRUSS DESIGN SEE ~N TOP OF BASE TRUSS. NAIL TO BASE TRUSS WITB (2 16d NAILS EACH. TOE-NAIL CAP tRUSS TO EACH PURLIN WITH (3) I0d NAILS. INSTALL CONTINUOUS DIAGONAL BRACINQ 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 12-09-09 SPAN P1-H1 OVERF~A/~GS JOB 7.25 10000 0 ZARING-YARDLEY C OR F-A0001907 DG 12-10-10 DG 22-07-06 HO 4-06 K HO 4-07 7. 25 8 2x4 % J MARK T36 5C E O B3R G 4x6= 18-07-12 8-10-04 4x6~ ;.6.2 -23-98 CS/ 1.15FE 1720 1720 1720 EXCEPTIONS: ;TRESS INCREASE: 15.0% 20.0 20.0 40.0 JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 543 3- 8 C 572 3- 8 O 2629 3- 8 RIGHT QIN - 3SX P(LBS) M@iST M~2ND [266 C 535 -2449 757 C 2449 -1799 -520 -739 -1956 E-Q 0.48 -377 -487 0.46 853 C BOTTOM CHORDS A-F 0.50 ~193 T -157 -1562 F-E 0 52 106 C 716 -2116 D-O 0 13 427 C 0 -771 3 0.18 357 C 722 -1010 0.43 356 T 997 -2162 50 723 T 2162 -210 0 4013 DL+LL DBFL ~ 0.22 LL DEFL = 0.08" · BRG-SPAN/360 SPAN/DEFL (DL+LL) ~ 999 PLATING CONFOP34S TO TPI GROSS AREA METHOD) VERIFY PLATE VALUBS WITH TEE~LOH 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 4.00 X 6 00 9 4 3.0 B 1150 8.00 X10.00 CTR 3.5 C 2001 4 00 X 6.00 4.7 D 4010 7.00 X 8.00 3.5 E 8010 5 00 X 8.00 3.8 CTE F 6010 · 6.00 X 7.00 CTR 3.8 G 1010 4 00 X 6 00 CTB CTR H 1001 3,00 X 6.00 CTR CTR I 1001 2 00 X 4 00 CTB CTR J 1001 2.00 X 4.00 CTR CTE K 1001 3.00 X 6.00 CTR CTE L 1110 5.00 X 8,00 CTR 3.0 M 1110 6,00 X 7.00 CTR CTE 0 1070 8.00 X1].00 CTR 3.5 P 5110 6.00 X 7,00 2.8 i 8 Q 5150 5.08 Xl0.00 2.6 1.8 NOTES: 1. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. A/qALYSIS 2ONFORMS TO UBC (A/~SI/TPI 1-1995 3. EMPIRICAL ANALOG IS USED 4. WIND LOADS ~ UBC 1988 EDITN TRUSS IS DESIGNED AS A MAIN .NIND-FORCE RES SYSTEM WIND'SPEED - 80 MPE MEAN ROOF HEIGHT 25 EXPOSURE CATEGORY OCCUPANCY CATEGORY 5. UNBALANCED LOADS CHECKED (UNBLN LD FAC = 1.00. 6. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. ~. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 109 LBS. 8. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 9. FASTEN TRDSS TO BEG A FOR 199 LBS OF UPLIFT WHILE PERMITTING NO UPWARD MOVEMBNT OF WALL OR BRG. 10. FASTEN TRUSS TO BRG C FOR 259 LBS OF UPLIFT WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 11. FASTEN TRUSS TC BEG O FOR 407 LBS OF UPLIFT WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BEG. FABRICATOR NOTES: 1 FOR CA8 TRUSS DESIGN SEE ON TOP DF BASE TRU~ BAIL TO BASE TRUSS WITH 2} 16d NAILS EACH TOE-NAIL CAP TRUSS TO EACH PURLIN WIT~ 3) 10d NAILS. INSTALL CONTINUOUS DIAGONAL BRACING AT 45 DEG. TO BOTTOM OF BASE TRUSS PLAT TOP CHORD IN CAP AREA. 3.ALL CONTINUOUS LATERAL JUN 2 ~ 1999 SPAN P1 -Hi OVERF~.~NGS 30503 7.25 0 0 DG 4-05-01 HO 4-06 7.25 3-07-06 4x6~ I~%RK OR F-A000~ DG 4-01-11 HO 4-07 3-03-03 CSI SIZE LUMBER 1.15FB TOP 0 10 2X 4 SP-~2 2720 BTM 0.00 2X 4 SP~#2 1720 WES 0.02 2X 4 SP-~3 980 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS CHORD - CONTINUOUS ~PACING - 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 20.0 20.0 40.0 CONTINUOUS BETWEEN JNTS A & C LEFT RIGHT SX 0IN - 4SX FOP CHORDS BOTTOM CHORDS 0.08 82 T -248 -408 0.08 82 T 408 151 WEBS 90 C SPAN/DEFL (DL+LL] = 999 PLATING CONFORMS TO TPI (GROSS AREA METHODi VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER. PLAT'ES - 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 2013 2,00 X 4~00 4.8 2.4 B 3203 4;00 X 6.00 CTR CTR C 2001 9,00 X 4.00 4.6 2.7 E F G 1001 2.00 X 4.00 CTR CTR NOTES: 1 TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO GBC ANSI/TPI 1-1995 B, EMPIRICAL A/~ALOG IS USED. 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 UNBLN LD FAC = 1.0£ 6. FASTEN TRUSS TO BRG A FOR 76 LBS OF UPLIFT, WNILS PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG 7. FASTSN TRUSS TO ERG C FOR 77 BBS IF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG, FABRICATOR NOTES: L.FOR BASE TRUSS DESIGN SEE ON TOP OF BASE TRUSS NAIL NAILS EACH, TOE-NAIL CAP TRUSS TO EAC~ PURLIN WITH 5] lOd NAILS. INSTALL CONTINUOUS DIAGONAL BRACING AT 45 DEG. TO BOTTOM OF BASE TRUSS FLAT TOP CHORD IN CAP AREA. SPAN P1 -H1 OVERHANGS ~ 170500 7.25 10000 A0001907 ~ DG 20-[6-07 RS 10~08-08 5x6' A 5 C tar -- version 39.6.2 DL+LL DEFL = 0.40" IN D-C LL DEFL ~ 0.16" < BRG-SPAN/360 DL+LL BORZ = 0.26" AT C CSI SIZE LUMBER 1.15~S SPAN/DEFL (DL+LL}. ~ 528 TOP 0.43 2X 4' SP-~2 1720 BTM 0.78 2X 4 SP-#2 1720 PLATING CONFORMS TO TPI WBS 0 66 2X 4 SP-#2 [720 GROSS AREA METHOD) EXCEPTIONS VERIFY PLATE VALUES WITH E-D 2X 4 SP~3 980 TEE-LOK CORPORATION D-F S~ME AS S-D GRIP BASED ON SYP LUMBER REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - TRUSS SPACING - 24 . 0 LOAD CASE ~1 LLUMEEK STRESS INCREASE: 18.0% OADING LIVE DEAD (PSF) BTOP CHD 20.0 IQ 0 TM CED 0.0 10.0 TOTAL 20,0 20.0 40.0 SUPPORT CRITERIA JT TYPE HORZ VSRT WIDTH PLATES - 20 SAUGE TL-20 GRIPPING 56t~393 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1030- 924 FLI PER PAIR SMEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y 2101 4,00 X 6,00 9.5 3.0 ~ 4200 3.00 X 6.00 CTR CTR C 4213 4.00 X 6.00 3.0 CTR D 6010 6 00 X 7.00 CTR 3.8 E 1102 5,00 X 6.00 CTR 3.0 F 1010 5.00 X 8.00 CTR CTR LEPT RIGHT HEEL 0IN - 4SX MEMBR CSI P(LBS) M~IST M@2ND TOP CHORDS A-R 0.42 2412 C 1855 ~845 E-F 0.43 1925 C 845 -2353 F-B 0.39 246 C -1081 89 BOTTOM 2HORDS A-D 0.78 2236 T 320 -1968 JUN ~ NOTES 1~ TRUSSES ~ANUFACTURED B~ - DAVIDSON INDUSTRIES 2. ~ALYSIS CONFORMS TO USC (/~NSI/TPI 1-1995 3. EMPIRICAL PJ~ALOG IS USED. 4 WIND LOADS - UBC ~98E EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED ' 80 MPS MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5 UNBALANCED LOADS CHECKED (UNBLN LD FAC = 1.00. 0.00 6 BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO BRG PLATE ~ONNECTION WHICH ALLOWS 0.26 INCHES OF NORZ. MOVEMENT AT JOINT C 7. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 648 LBS. ]. FASTEN TRUSS TO ERG A FOR 134 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OB BRG. 9. FASTEN TRUSS TO BRG C FOR 296 LBS OF UPLIFT WHILE FERMITTING NO UPWARD ~OVEMENT DF WALL OR BRG. FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE EESTRAINSD TO pREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS RUCKLS IN TEE SANE DIRECTION. SEE HIS-91 SUMMARY SHEET FRAME 4 [ORANGE SHEETI OR BUILDING DESIGNER HEQUIREMENTS.