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HomeMy WebLinkAbout0001.99 Truss Plans10 li%13/98 FRI 14:03 FAX 13177383440 DAVIDSON IND MARK QUAN TYPE SPAN PI -El OVERHANGS JOB 1 2.2 50000 12 1200 1200 ZARING-BERKSHIRE D (TIM00064) 4X4= 2-11-03 TC 12-OC• 2-06-00 2-06-00 112-CO BC 5-00-00 5-00-00 Up1SCar -- V=rsicn 39.7.3 HUN DATE: 11-13-98 Csi SIZE LUMBER 1.15FS TOP 0.06 2X 4 SP-R2 1720 BTM 0.04 2E 4 SP-112 1720 WBS 0.02 2X 4 SP-k3 920 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS. HIM On - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE "I LUMBER STRESS INCREASE: LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 BTM CHD 0.0 10.0 TOTAL 2C.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDT,' IT REACT WIDTH LBS IN-SX LBS IN-SX A 209 8 C 200 3- 6 LEFT RIGHT HEEL OIN - 4SX OIN - 4EX MEMBER FORCES (LBS)' TOP CHORDS A-B = 142 C B-C = 142 C BOTTOM CHORDS A-D = 120 T O-C 120 T WEBS D-B = 50 T DL�LL DEFL = 0.01' IN B-C LL DEFL.= 0.00" < BRG-SPAN/.360' SPAN/CEFL (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 TENS* -ON 1030- 924 PLT_ PER PAIR SHEAR 970- 598 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 2.00 X 4.00 3.0 2.0 B 3001 4.00 .X 4.00 CTR CTR C 2001 2.00 X 4.00 3.0 2.0 D 1001 2.00 X 4-.00 CTR CTR NOTES: 1. TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI/TPI 1-1995). 3, WIND LOADS - OBC,1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND .SPEED - 60 APR MEAN ROOF HEIGHT - 25' .EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 4. UNBALANCED LOADS CHECKED (UNSLN LD FAC = 1.00, O.CC). 5. ANCHOR TRUSS FOR A TOTA7 HORIZONTAL LOAD OF 168 LES. 6. FASTEN TRUSS TO SRO A FOR 56 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MCVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BEG C FOR S6 LIE OF UPLIFT, WHILE PPERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. !IL . H ei017 G�STEq s� VA NO. 6091C419 STATE OF 4 OWL / G NOV 1 3 1998 11/13/98 FRI 14:03 FAX 13177383440 DAVIDSON IND 11.008 1 2 2- 120400 10 1408 1408IZARING-BERKSHIRE D (TIM00064) 6-08-05 D( H( LC BC 4x4= DO 9-01-03 A 3110= 3x411 3x411 UniS[ar -- Version 39.7.3 RUN DATE: 11-13-98 CSI SIZE LUMBER1..ISFB TOP 0.55 BTM 0,19 WBS 0.09 2X 4 2X 4 2X 4 SP-02 SP-n2. SP-X3 1720 1720 960 SXCEPIIONS: D-B R3 ETITi VE 2X 4 SP-42 MEMSER STRESS 1720 USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE K1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHO 20.0 10.0 BTM Crib 0.0' 10.0 TOTAL 20.0 20_0 40.0 SUpPORT CRITERIA 7T REACT WIDTH TT REACT WIDTH LBS. IN-SX LBS IN-SX A 453 3- 8 C 493 3- B MEMBER FORCES (LBS, 4p CHORDS S-3 = 312 C B-F 312 C BOTTOM CHORDS A_D = 307 C D-C = 20 C WEBS A-E = 432 C E-D = 244 'T D-B _ 53 1 D-F = 244 T C-F = 432 C OL-LL DEFL = 0.30" IN B-F LI, DEFL = 0.00" ' BRG-SPAN/360 SPAN/DEFL (DL+LL) = 492 6-02-00 114-06 6-02-OC 12-C4-OG 12-04-00 NOTES 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 TENSICN 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI- PER PAIR ST TYPE PLATE SIZE X Y A 4000 3.00 X 4.00 CTR CTR B 3001 4.00 X 4.00 CTR CT_R C 4000 3.00 X 4.00 CTR CTR D 1070 3.00 XIC.00 CTR CTR E 4110 4,00 X 4.00 CTR CTR 4110 4.00 X 4.00 CTR CTR r �_. He/„ r y /O%gTE9.F Q NO. 60910419 1a� of _.= TRUSSES MANUFACTURED HY - DAVIDSGN IN➢USTRIES ?. ANALYSIS CONFORMS TO UPC (ANS:/TPI 1-19951. 3, WIND LOADS - UBC,1988 EDIT^.4 TRUSS IS DESIGNED AS A MAIN WIND-FURCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF NEIGH: - < EXPCSURE CATEGORY - C OCCUPANCY CATEGORY - 4. UNBADA3'CED LOADS CHECKED (UNBLN LD FAC = _.00, 0.00). 5. ANCPJ OR TRUSS FOR A TOTAL HORIZOSTAL LOAD OF 3'-9LBS. 6. FASTEN TRUSS TO BRG A FOR 66 LBS OF UPLIFT,. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG C FOR 86 LBS OF UPLIFT, WHILE PF.RMiTTT-NG NO UPWARD MCVEME.7 OF WALL OR BRG. S A N 0 V 1 3 1998 DAVIDSON IND 1. 11/13/98 FRI14:02 FAX 13177383440 .�., mvor GPAN P1-H1 OVER 3 4.3 220400 10 1408 OC '= -nc -lc H� ANGS I JOB 1408 ZARING-BERKSHIRE D gRsn B mm DG 15-06-15 HO 1-06-10 - m m � a u-o2-oa r -Dz-oa I Ur.iSCar Version 39.7.3 RUN DATE: 1'--13-98 .•3-PLY*TRUSS +' CSI SIZE LUMBER 1.15FB TOP 0.54 2X 4 SP42 1720 BIM 0.65 2X 6 SP2250MS 2587 WBS 0.34 2X 4 SP-%2 1720 EXCEPTIONS: A-H 2X 4 SP-03 980 F-E D-G C-L SAME AS A-H REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS RIM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE $1 COMBER STRESS INCREASE: 15.0i LOADING LIVE DEAD (PLF) TOP CHD 40.0 20.0 DIM CHD3BO-0 400..0 TOTAL 420.0 420.0 840.0 SUPPORT CRITERIA J^_ TYPE HCRZ VERT WIDTH LBS LBS IN-SX A .PIN 0 9379 3-11 C BORE ELIO 0 9379 3-11 MEMBER FORCES (LBS) - EACH PLY TOP CHCRDS H :. - 0 T F_B - 2769 C B-G 27.69 C G-I 0 T BOTTOM CHORDS 2056 T E-D 1511 T D_C = 2056 T WEBS A-H 56 C A-F = 2941 C c_= 231 T E-B = 1824 T 2-D = 1524 T D-G = 231 T G -C - 2941 C C-I = 56 C 22-04-00 DL-LL DEFL - 0..26" IN A-E LL DEFL = 0.13" < BAG-SPAN/360 SPAN/DEFL (DL+LL) - 999 PLATES ARE FOR EACH PLY PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOY CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 PSI PE3 PAIR INCLUDES 15.04 INCREASE TENSION 1030- 924 ?:,I PER PAik SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE. SIZE X Y A 4010 5.00 X 6.00 CTR CIE B 301OR 57.00 X 6.00 Qfg- CTR C 4010 5..00 X 6.00 CTR CTR D 101OR 5.00 X12 .00 CTR CTR E 1110 10.00 X12.00 CTR 6.8 F 1012 5.00 X 8.00 CTR CTR G 1012 5.00 X 8.00 CTR CTR H 4100 2.00 X 4.00 CTR CTR I 4100 2.00 X 4.00 CTR CIA R = PLATE IS ROTATED BY 90 DEG ,or.. %.• „61n,%& ': "O`N0-9`°��y IQ ( 60910419 ,STATE OF 7 Z 007 MARK CGDR NOTES: 1. TRUSSES MANUFACTI7RE0 BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI/TPI 1-1995). 1 WI.D LOADS - UBC,1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - BO MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 4. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. S. FASTEN TRUSS TO BEG A F OR2272 L35 OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG C FOR2272 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR SRO. 7. GIRDER CONDITION: COMMON GIRDER TYPE. TIE-I?1 TRUSSES ON BTM CHI WITH SPAN OF 40.000 fe. 8. USE PROPERLY RATED HANGERS FOR LOADS FRAMING INTO GIRDER TRUSS. 9. 3 COMPLETE TRUSSES REQUIRED. FASTEN TRUSSES TOGETHER W/ 16d NAILS AS EP-CH LAYER IS APPLIED, STAGGERED AS FCLOWS MEMBER ROYIS SPACING(IN) TOP C'r.D 1 12.0 BTM CHI - 9'0 WEBS 1 ¢.D PLUS CLUSTERS OF NAILS IF SHOWN. _ 11/13/98 FRI 14:01 FAX 13177383440 DAVIDSON IND QIIAN,TYYE SPAN P1-H1 OVERHANGS JOB 11 4.3 240800 7.75 1408 1408 ZARING-BERR OG 14-10-10 D (TIM00064) 5x6= DG 14-10-10 B NO 4-07 HO 4-07 12 7 .75 I 2^4 o 2x4T q G 8-04-CO TC 1 C 2 2 4x4= 4x4= C A B1L 0 B1R Q E D - Sx6= 4x6- -04-00 12 24 -OB-00 ME 3CI I { IVY 24-08-00 vat 39.7 PLATING CONFORMS TO TEE NOTES' 1. '!'BUSSES MANUFACTURED 9Y - Un iStaz -- version .3 (GROSS AREA METHOD) DAVIDSON INDUSTRIES RUN DATE: 11-13-99 " VERIFY PLATE RATIOS WITH ANALYSIS CONFORMS TO LUMBER 1172.0 TEE-LO% CORPORATION L*BC (ANST/TPI 1-19951. CSI SIZE 1720 GRIP BASED ON SYP LUMBER 3. WIND LOANS - UDC,1968 E➢ITN TOP 0.44 2X 4 SP-#2 PLATES - 20 GAUGE TL-20 TRUSS _S DESIGNED AS A BIM 0.54 ZX 4 SP-.2 1720 9B0 GRIPPING 561-393 PSI PER PAIR MAIN WIND -FORCE RES SYSTEM WBS 0.2C 2% 4 SP-Y3 INCLUDES 15.01 INCREASE - 80 MP4i EXC F.FTIONS: 1720 TENSION 1030- 924 PLI PER PAIR WIND SPEED MEAN ROOF HEIGHT - 25' ' E_g 2% 4 SF-02 SHEAR 970- 498 PLI PER PAIR EXPOSURE CATEGORY - C B-D SAME AS E-B REPETITIVE MEMBER STRESS USED- SIZE X OCCUPANCY CATEGORY - 1 ST TYPE PLATE 4. UNBALANCED LOADS CHOC&E➢G01 A 4.00 X 4_00 4.3 (UN3LN LD FAC - 1. LATERAL BRACING: 9 3010 5.00 X 6. 00 CTR 3010 2.2 2.2 FASTEN SRUSS TO 83G A TOP CEO RD - COVTINLGUS C 2001 4.00 X 4. 00 4.3 3.5 5. OF UPLIFT, BTM CHORD - CONTINUOUS D 1010 4.00 X 6.00 CTR CTR FDR 228 LBS NO UPWARD - 24.0 IN. TRUSS SPACING -E 1110 S.00 % 6.00 CTR 3.0 WHILE PERMITTING WALL OR BRG. X 4.00 CTR CTR MOVEMENI OF LOAD CASE #1 F 1001 2.00 4.00 CTR CTR 6. FASTEN TRUSS TO BRG C' LUMBER STRESS INCREASE: 15.0% G 1001 2.00 X FOR 228 LBS OF ❑PLIFT, LIVE DEAD (PEE) NHILE PERMITTING NO UPWARD LOADING MOVEXEN7 OF WALL OR DRG. TOP CHD 2C.0 10.0 BTM CIiD 0.0 10.0 TOTAL 20.0 7..0.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT_ WIDTH LBS rN_SK LBS IN-SX A 926 3- 8 .. 986 3- 8 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX 0000 MEMBER FORCES .(LBS) F� �• TOP CHORDS C Qr A-F 1312 C F-B 1150 C 5 A B_G - 1150 C G-C 1312 O%STE 'Yn `- BOTTOM CHORDS ��Q NO. A_E = 1103 T E-D = 745 T s gpo10419 ➢_G WEBS lla3 T STATE OF ? T 41, p-^ = 314 C E-9 498 ✓ 314 C L.LL OE FL-= 0.26" IF A-E LL ➢EFL 0.04" < BRG-SPAN/360 �• "P ' SPAN/DEFL (DL!LL) - 999 NOV 1 3 lm 11/13/98 FRI 14:01 17A1 13177383440 DAVIDSON IND U005 0 MARK = 19 PCAP 60205 7.75 0 J_ 0A 56 T/1 55 5,4, 5A1; cm- Sh2. / 0 D (TIM00064) 4x4= DG 2-11-15 1 2 -04 -00 8-01 TC B-C7 2-04-00 8-07 9C fi-07 2-a4-00 2-04-OC 6-00-14 UniS car -- Version 39 .7 .3 PLATING CONFORMS TO TPI NC'CS. :. TRUSSES MANUFACTURED BY - RUN DATE: 11-13-98 (GROSS AREA METHOD) DAVIDSON INDUSTRIES VERIFY PLATE VALUES WITH 2 ANAL-'YSIS CONFORMS TO CSI SIZE LUMBER 1. 15F9 TEE-LOK CORPORATION ,- DEC (ANSI/TPI-1995). TOP 0.07 2X 4 SP-#2 1720 GR?P BASEO ON SYP LUMBER 3. WIND LOADS - UBC,1988 FTITN BTM C.03 2X 4 SP-#2 1720 PLATES - 20 GAUGE TL-?.0 TRUSS IS DESIGNED AS A WES 0.02 2X 4 SP-#3 990 GRIPPING 561-393 PSI PER PAIR MAIN ID -FORCE AES SYSTEM WNED- REPET I'PIVE MEMBER STRESS USED. INCLUDES 15.0t INCREASE PER PAIR WINO - 80 MPH TENSION 1030- 924 PLI MEAN BODY HEIGHT - 25' LATERAL BRACING: SHEAR 970- 436 PLI PER PAIR EXPOSURE CATEGORY - C TOP CHORD - CONTINUOUS X Y OCCUPANCY CATEGORY - 1 DIM CHORD - CONTINUOUS JT TY2E PLATE SIZE 2.6 S. UNBALANCED LOADS CHECKED TRUSS SPACING - 24.0 IN. A 2001 2.00 X 4.00 4.9 CTR CTR (UNBLN LD FAC 1.CC, 0.001. B 3001 4.00 X 4.00 2.8 5, FASTEN TRUSS TO ERG A LCAD CASE #1 C 2001 2.00 X 4.OG 4.8 CTR FOR 55 LBS OF UPLIFT, LUMBER STRESS INCREASE: 15.0% D 1001 2.00 X 4.00 CTR WviLE PERMITTING NO UPWARD LOADING LIVE DEAD (PSF) E MOVEMENT OF WALL OR ERG.. TOP CHD 20.0 10.0 F 6. FASTEN .TRUSS TO PRO ,C HIM CHD a 10.0 FOR 58 LEES O UPLIFT, TOTAL 20.1 20.0 40.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR BRG. CONTINUOUS BETWEEN JNTS A 6 C FABRICATOR NOTES: LEFT RIGHT 1.-OE BASE TRUSS DESIGN SEE HEEL OIN - 4SX OIN - 4SX C DRAWING (S) 5_^ _!;Ai JSAZ'. 2.APPLY 2x4 PURLINS ;t" o., MEMBR CSI P(LBS) M2'IST Mr2N➢ ON TOP OF BASE TRUSS. NAL° TT -OP CHORDS TO BASE TRUSS WITH (2) 100, E-A 0:03 12 T 0 -17.5 _ NAILS EACH- TOE -NAIL CAP A-B C.07 29 T -99 0 TRUSS TO EACH PURLIN WITH 24 C 0 -175 (3) 1Cd NAILS. APPLY CROSS B C 0.07 0.03 12 T i75 0 BRACING TD BOTTOM OF BASE C-F BOTTOM C'r.ORDS TRUSS TOP CIORD IN CAP AREA A-D 0.03 27 T 0 -62 9 PE3 TPT nIS-91 CROSS D-C C.03 27 T 62 0 BRACING REQUIREMENTS. WEBSD_B 06 c Q4:,� D,LTLL EEFL -= O.00" IN A-bLL DEFL < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 , MOV 1 3 199� 11/13/98 FRI 14:00 FAX 13177383440 UAN TYPE SPAN P1-H1 OVE: 10 SP 400000 7.75 1408 11-09-03 3.00-OOE 3-00-000 i DG 21-G-0072-08 NO 12 7 .75 2x4 4x6? K I T1L 2x4= J 5 x10 p 2 B1 6 �J 5 E 12 32x16= ^I 17-07 7-G5-14 Un`--Star -- VerSion 39.7.3 RUN DATE: 11-13-98 CST SIZE LUMBER 1.15FB TOP 0.77 2X 4 SP-42 1720 WBS 0.92 2X 4 SP-43 19B0 EXCEPTIONS: A-H 2X 5 SP225JMS 2587 H-E SAME A52X E-R 4 SP-R2: 1720 Q-L L-B-G SAME AS E-R 6-S F-S F-M SAME AS E-R M-0 SAME AS E-R REPS71TIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - MAX DIST FOR THE FOti CWING MEMBERS IS 93 IN. A-H an E-Q D-C MAX DIST FOR ALL OTHER MEMBERS IS 120 IN. ONE BRACE - 0-C TRUSS SPACING - 24.0 IN. LOAD CASs 41 LUMBER STRESS INCREASE: IS OY LOADING LIVE DEAD (PSF) TOP QED 20.0 10.0 BTM CHD 0.0 10.0 TOTAL 20.0 20.0 4C.0 SUPPORT CRITERIA JTTYPEHDRZ VERT WIDTH CBS LEE IN-SX A PIN -2 1678 3- 8 C HORZ RLR 0 1677 3- 8 RIGHT HEEL OINy--c 4EX ME" CST o `LBS) M31ST MM2ND TOP A-J 0 77 5871 C 496 2180 J-I' 0.77 S854 C -2180 -301 I'-K 0.60 S&O C 301 935 K_R 0.75 5518 C -935 -914 R-L 0.35 3634 C 914 -01 L-G C.1, 2205 C 481 -934 G-S 0.41 _058 C 1483 -1491 S_1A 0.27 2172 C 842 -1298 M-N 1.49 4055 C 1296 -471 N_0 0.49 4G60 C 471 -183 G_p 0_L3 106 C 163 -559 BOTTOM CHORDS A-H 0.63 5227 T -1125 7078 H-E 0.64 5481 T -7078 2038 E_Q C.95 3048 T -2033 -97, Q-S 0 62 2309 T 97a -632 B-c 0.9 1821 2298 T 1392 -589 D-C 06 .-r 0.94 29G6 T 649 '632 WEBS C C-P 0.09 278 T 0 DAVIDSON IND tHANGS JOB 1408 ZARING-BERs," GoD L T1U 21, 5XIN M Sx10 i ,0 21 zG 5W4 SE 6-02-05 25-00-OG 40-00-00 F 26 Sxa= MEMBR CSI P(LBS1 No," 215�yC J-H 111 T 5-1 = 216 I_E = IBS C E-K = T E_R = IS77 T Q-R = 1252 C Q-L = 1609 T L-B = 948 B-G 899 T S-S - T F-S B22 T F-M 812 C M-D = 19 D-O = 27 T O-C = 3486 C D LOLL DEFL = 081" IN K-R LL DEFL = 0.39; < 9RG-SPAN/360 SPAN/DEFL2(DL LL) =A593 PLATING CONFORMS TO TPI (GROSS AREA METHOD; VERIFY PLATE VALUES WITH TEE-LOK CCRPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE TL-20 GRIPPING 561-393 PSI PER PAIR INCLUDES 15CT INCREASE TENSION 1030- 124 PLI PER PAIR SHEAR 970- 49S PLI PER PAIR - TYPE PLATE SIZE X Y A 2101 SOO X10.00 15.9 4.5 B 1070 5..00 X10.00 CTR CTR C 4593 7.00 X 8.00 2.3 3.5 D 7093 8.00 X12.00 6.0 3.5 E 7093 12.00 X16. 00 0.0 3.5 F 1151 5.00 X B.00 CTR 3.0 G S101 5.00 X 6..00 2.6 1.8 H 1010 4.00 X 6.00 CTR CTR I 1010 4.00 X 6.00 CTR CTR J Tool 2.00 X 4.00 CTR CTR K 1001 2.00 X 4.00 CTR CTR L TITO 5.00 X 8.00 CTR 3.0 M I1:0 5.00 X 0.00 CTR 3.0 N 1001 2-CO X 4..0C CTR CTR 0 1010 5OC X10.00 CTR CTR p 4100 3:00 X 4.00 CTR CTR Q 1050 5.00 X 6.O.0 CTR CTR 00 1 0 CC CIA CTR S 5050 5.00 Xa.00 2A 2 �. He j�� Q O;STE9F3d, 0 14C NO. O ( 60910419 STATE ()F _ NfAmo MARK TIM00064) I SA2 5055 ** DG 19-11-15 HO i-04-01 2x41I N Sx10 O 2 2L. 2 \�7x411 P 8x12= 7-06-02 NOTES: i TRUSSES MANUFACTURED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI/TPI 1-19951. 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC,1985 EDITN TRUSS I5 DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPE`c0 - 80 MPE MEAN RCCF HEIGHT'- 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 5, UNBALANCED LOADS CHECKED (UNBLN LO FAC = 1..00, 0.001. 6. BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO BAG PLATE CONNECTION WHICH ALLOWS 0.72 INCHES CF HORZMOVEMENT AT JOINT C 7. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 8. FASTEN TRUSS TO SAO A FOR 347 L25 OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 9. FASTEN TRUSS TO ERG C FCR 34C LPG OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT CF WALL OR BRG. mor NOV 13 FABRICATOR NOTES: 1.FOR CAP TRUSS DESIGN SEE DRAWING(S) ifall o..c. 2-APPLY 2x4 PURLINS ON TOP OF SASE TRUSS. NAIL TO BASE TRUSS WITH 12) iod NAILS EACH. TOE -NAIL CAP TRUSS TO EACH ""'N WITH (3) TOL NAi LS. APPLY CROSS BRACING TO BOTTOM OF BASE TRUSS TCP CHORD IN CAP AREA PER TPI F:IS-91 CROSS BRACING RECUT-REMEENTS. 3.AL7 CONTINUOUS LATERAL PRACES MUST BE RESTRAINED TO PREP`-�T LATERAL. MOVEMENT IF THE 2RACE IF ALL BRACED MEMBERS BUCKLE IN TEE SAME DIRECT LGN. SEE UIB-91 Sl1M.MARY SHEET FRAME 4 (ORANGE SHEET). OR BVIC.OING DESIGNER REQUIREMENTS. SHT'G 4.BOTTOM CHORDS DIRECTLY APPLIED CSGvm AS IN FII.LEk AREAS) To HAVE BRACING PER REQUIREMENTS OF .HE " LATERAL. BRACING:" SEC'ICN OF THIS DRAWING. WAR DRYWALL OR OTHER SH= G iS D�REC:Q APPLIED; THE PERXANENT BRACING mIl CALLED SIR ON TEE BOTTOM IJJJ CHGPp NEED NGT BE APPLIED 5.ALL PALER AND BLOCK N' MEMBERS NCT A PART 0_ -- 11/13/98 FRI 13:59 FAX 13177383440 DAVIDSON IND cm „ N TYPE SPAN PI-Ol 4 SP 400000 7.75 DG 21-02-08 HO 4-07 11-09-03 3-00-ODE 3-00-001) 2X5= Sx10%J A 1408 1408 12 7.75 Sx10! R 2x41{ 4x6G K 1� W2511 W25 5 H 12x16= 4x6 1 7-OS-14 UniSCar-- Version. 39.7..3 RUN DATE: 11-13-98 CS1 .SIZE LUMBER 1.15FB TOP C.77 2X 4 SP-42 1720 BTM 0.95 2X 4 SP-02 1720 WBS 0.92 2X 4 SP03 980 EXCEPTIONS: A-H 2X 6 SP22SCMS 2587 H-E SAME AS A-H E_R 2X 4 SP-"n2 1720 Q-L L-B S-G SAME AS E-R B-S F-S FF-M SAME AS E-R M-D SAME AS E-R REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS 3TM CHORD - MAX DIST FOR THE FFOLLOWING MEMBERS IS 93 IN. A-H H-E E-Q D-C MAX DIST FOR ALL OTHER MEMBERS IS 120 IN. ONE BRACE - 0-C TRUSS SPACING - 24.0 IN. LOAD CASE R1 LUMBER STRESS INCREASE: 15.04 LOADING LIVE DEAD (PSF) TOP CH❑ 20.0 10.0 BTM CEO 0-0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA WIDTH ST TYPELBSZ T LESTN-SX A PIN -2 1678 3- 8 C HOME RLR 0 1677 3- 8 LEFT RIGHT. REEL OIN - 4SX MSMBR CS-i (S) MTIST M©2ND TOPCHORDS A-J 0.77 5871 C 496 2180 J-I 0.77 Sa54 C -2160 -301 I_K 0.60 -5870 C 301 935 K-R 0.75 5818 C -93S -914 R-L 0.33 3634 C 914 -4S1 L-G C.24 2205 C 481 -934 G-S 0.41 IS58 C 1483 -1491 S-M 0.27 2172.0 842 -1298 M-N C.49 40SS C 1298 -47' N-0, 0:49 406- C 471 -183 O-P 0.13 06 C 163 -559 BOTTOM CHORDS A-H 0.63 5227 : -1125 7078 H-E 0.64 5481 T -7078 2038 E_Q C.95 3C46 T -203a -978 Q-B 0.62, 2309 T 976 -632 B 0.60 1321 T 632 -1392 -D 0.69 2298 T 1392 -529 O-C C.94 2806T 648 -632 6 S C-F 0.03 278 T 0 C S xB �i 5,6= L Gi�Ta W25 B 5x10= 6-02-0 25-00-CO MEMBR CSI 01,351 M91ST M523D J-H = III T H-I = 2L6 C I-E - 165 C E-K - 1103 C E-R = 2S77 T. 0-R. Q-L = 1609 T L-B - 948 C B-G 899 T R-S = 228 T F-S 822 T F-M - 812 C M-D 1 D-0 327 T 0-C 3486 C _ DL+LL DEFL 0.BY IN K-R LL DEFL - 0.39- < BRG-SPAN/360 DLILL HORZ = 0.72" AT C SpAN/DEFL (OL-LL) - 593 PLATING CONFORMS TO TPI (GROSS -AREA METROD) 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 7LI PER PAIR SHEAR 970- 498 PLI- PER PAIR JT TYPE PLATE .SIZE X Y A 2101 5.00 X10.00 15.9. 4.5 B 1010 5.00 XIC.00 CTR CTR C 4593 7.00 X 8.00 2.3 3.5 D 7093 8-.00 X12.00 6.0 3.5 E 7093 12.00 X16.00 8.0 3.5 FF 1151 5.00 X 8.00 CTR 3.0 G 5101 5.00 X 6.00 2.6 I.a H 1010 4.00 X 6.00 CTR CTR I 1010 4.00 X 6.00 CTR CTR J T061 2.00 X 4.00 CTR CTR K 1001 2.00 X 4.00 CTR CTR L 1110 5.00 X 8.00 CTR 3.0 M 1110 5.00 X 8.00 CTR 3.0 ' N 1001 2.00 X 4.00 CTR CTR 0 1010 500 X10.00 CTR CTR p 4100 3100 X 4.00 CTR CTR 0 1650 5.00 X 6.00 CTR CTR R L030 5.00 X10.00 CTR CTR S 51SO 5.00 X 8.00 2.2 2.1 cc p\S7S Q Qi� �r t NO. 600419 TAT MARK D (TIM00064) SA1 I G A'P T2Ot5 I"c OG 19-11-IS HO 1-04-01 5x8" M 2X4 II N 5x10,� w1a 0 -2 T, 3 X411 B2R D P Bx12= wI 7<a� -06-02 NOTES I. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (ANSI-/TpI 1-1995). 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - USC,1968 EOITN TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WINO SPEED - 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY'- 1 5. UNBALANCED LOADS CHECKED (UNSLN LD FAC = 1.00, O.00). 6. BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO BRG PLATE CONNECTION WHICH ALLOWS 0.77 INCHES OF BORE. MOVEMENT AT JOINT C 7. PROVIDE DRAINAGE TO PREVENT WATER BONDING. S. FASTEN TRUSS TO BRG A FOR 347 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 9. FASTEN TRUSS TO BRG C FOR 340 LDS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL 0E BRG. I, 4e Noll 13 101 FABRICATOR NOTES: 1. FOR CAP TRUSS DESIGN SEE DRAw IND(S) P,LrbY . RLL 2.APPLY 2x4 PUNS 3A(" �o- ON TOP OP BASE TRUSS. NAIL -0 BASE TRUSS WITH (2) 10d NAILS EACH. TOE -NAIL CAP TRUSS TO EACH POPLIN WITH l3) 10d PAILS. APPLY CROSS BRACING TO BOTTOM OF BASE TRUSS TO? CHORD IN CAP ARE^ PER -.pI RIB-91 CRCSS BRACING REQUIREMENTS. 3.ALL CONTINUOUS LATERAL BRACES MUSTBE RESTRAINED TO PREVENT LA ERA1 MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION. SEE RIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING ➢ESIGNER REQUIREMENTS. 4.BOTTOM CHORDS WITHOUT SHT.'G DIRECTLY APPLIED (SUCH AS IN FILLER .AREASI TO HAVE BRACING PER REQUIREMENTS OF THE "LATERAL BRACING:" SECTION OF T:415 DRAWING. HERE DRYWALL OR OTHER SHT'G IS DIRECTLY APPLIED; "E PERMANENT BRACING CALLED FOR O!1 THE BOTTOM CHORD NEED NOT BE APPLIED. -.ALL -R AND BLOCK-NG S-NOT ASo THE ME MB°R?ART___ -_ lf%13/98 FRI 13!58 FAX 131.77383440 �JAN TYPE SPAN P1-H1 OVERHANGS 3 SP 400000 7.75 1408 1408 DG 21-02-08 T HD 4-07 12 7.75 F Sx100 A 2x4 II Sx6 i K u-09-03 I 1B � 3-00-OCE 17 3-00-001) 2x4= T1 J 5x10 % E 0 A 31 H 12x16= 5x6= 4x6 15 12 I�TC •+ BCC 7-05-14 UniS,ar -- Version 39.7.3 RUN DATE: 11-13-98 CSI SIZE LUMBER 1.15FS TOP 0. 77 2X 4 SP-#2 1720 BTM 0.95 2K 4 SP-42 1720 WBS 0.92 2X 4 SP-#3 980 EXCEPTION'S .- A-H 2X 6 SF2250MS 2587 H-E SAME AS A-H r-R 2X 4 S2-Yr2 1720 0-L L-B B-G SAME AS E-R B-S F-S F-M SAME AS E-R M-D SAME AS E-R REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - 0-C TRUSS SPACING - 24.0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 BTM CHU 0.0 LO.0 TOTAL 2D..0 20.0 40.0 SUPPORT CRITERIA JT TYPE HORS VERT WIDTH LBS LBS IN-SX A ?IN -2 1678 3- 8 C HORS RLR 0 1677 3- 8 LEFT RIGHT HEEL OIN - 4SX I+,EMBR CSI P:(LBS) M9IST M92ND TOP CHORDS A-J 0,17 5871 C 496 2180 J-I 0.77 5854 C -2180 -301. I-K C.60 5870 C 301 935 K-R '0.75 5818 C -935 -914 R-L 0.38 3634 C 914 -481 L-G 0.24 2205 C 4B1 -934 G-S 0.41 1858 C. 1483 -1491 S-M 0.27 2172 C 842 -1298 M-N 0.49 4055 C 1298 -471 N-0 0.49 4060 C 471 -183 O-P 0.13 106C 193 -558 BOTTOM CHORDS A-F. 0.635227 T -1125 7076 H-E 0.64 5481 1 -7078 2038 E-Q 0.95 3048 T -2038 -978 Q-13 0.62 2309 T 976 -632 B'-F 0_60 1821 T 632 -1392 F-D 0.69 2298 T 1392 -589 O-C 0.72 2806 T 649 -632 WEBS C-P 0.06 278 T 0 0 J-H = III T H-I 216 C 1-E = 185 C E-K = 103 T E-R = 2677 T Q-.F 1252 C Q-L 1609 T L-B - 948 C B-G = B99 T B-5 = 228 T 7-07-12 DAVIDSON IND 5x9�i Sx6 L G/ T1'J \� 20 2 19 / B2L B Sx10= BER�KSHIIRE D • � SxX B= G/r'P 25-00-00 40-00-00 F 5xs= MEMBR CS'- P(LBS) MOIST M92ND F-S = 822 T F-M. - 812 C M-D = 1793 T D-N = 241 C D-O 827 T O-C = 3486 C DL+LL DEFL - 0.81" IN K-R LL OEFL - 0.39" < BRG-SPAN/360 DL+LL HORZ = 0.72" AT C SPAN/DEFL (DL+LL) = 593 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.D% INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2301 9.00 X10.00 15.9 4.5 B L070 5.00 X10.00 CTR CTR C 4553 7.00 X 8-00 2.3 3.5 D 7093 8.00 X12 .00 6.3 3.5 E 7093 12.00 X16.00 8.0 3.5 F 1151 5.00 X 6.00 CTR 3.0 G 5101 5.00 X 6,00 2.6 1.8 H 1010 4.00 X 6.00 CTR CTR I 1010 4.00 X 6.00 CTR CTR 1001 2.00 X 4.00 CTR CTR K 1001 2_00 X 4.00 CTR CTR L '-110 5.00 X 8.00 CTR 3.0 M 1110 5.00 X 8.00 CTR 3.0 N 1G01 2.00 X 4.00 CTR CTR O 1010 5.00 Xi0.00 CTR CTR P 4100 3.00 X 4.00 CTR CTR Q 1050 5.00 X 6.00 CTR CTR R 1C30 5.00 KIC.00 CTR CTA S 5150 5.00 K 8-00 2.2 2.1 V6091004Z)l9i TN. S'TATE OF vq MARK 00064) A S *4, DG 19-11-15 HO 1-04-01 2x4 11 N Sx1DQ 0 2 T2L 3 x411 D P 9 x12= B3 C 7x8� 0 6-01-i_ 7-06-02 NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2- ANALYSIS CONFORMS TO URC (ANSI/TPI 1-1995). 3. EMPPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC,199B EDITN TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - OCCUPANCY CATEGORY -�1. 5. UNBALANCED LOADS CHECKED (UNBLN LD PAT = 1.00, 0.'0;. 6. BUILDING DESIGNER' IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO ERG PLATE CONNECTION WHICH ALLOWS 0_72 INCHES OF r.ORZ. MOVEMENT AT JOINT C 7. PROVIDE DRAINAGE TO PREVENT WATER PONDING. S. FASTEN TRUSS TO BRG A FOR 347 LBS OF UPLIFT, WEILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 9. FASTEN TRUSS TO ERG C FOR 340 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BBC-. FABRICATOR NOTES: y 1. 7F FOP, CAP S) 'rl�E"IGN SEE V- 2.APPLY APPLYNG(51 U 2.4 PURLI o.c. TR SS- ON TOP OF BASE TRUSS. NAIL TO BASE TRUSS WITH (2) POd NAILS EACH. CAP PUAIL TRUSS TO EACHH PURLIN 'W i i'. (3) lOd NAILS. APPLY CRCSS BRACING TO BOTTOM OF BASE TRUSS TOP CHORD IN CAP AREA PER TPI BI2-91 CROSS BRACING REQUIREMENTS. 3.ALL CONTINUOUS LATERAL BRACES MUST BF RESTRAINED TO 'PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTICN., SEE HIB-91 S TXMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDIING DESIGNER REQUIREMENTS. Nov l 3 1998