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ANALYSIS CONFORMS TO CSI SIZE LUM2ER 1.15FH TEE -LOX CORPORSTION URC (TPI-85 NDS-91). TO? 0.33 2% a SP-42 1720 GR?aASED ON SYP LUMBER 3• WIND LOADS UBC.1988 ° T TN BTM 0.54 2X 4 3?_42 1720 PLATES - 20 CAUG< ST-0 PAIR TRUSS IS DESIGNED AS A WSS 0.57 2X 4 S?-02 1720 GRIPPING SIS-409 PSI PER RAIN WIND-FORC3 R'_S SYSTEM c v REPETITIVE MEMBER STR-SS USED. INCLUDES 15.0% INCREASE PAIRWIND 59EzD - a0 MPH TENSION 922- 588 PLI PER MEAN ROOF HEIGHT - 25' LATERAL GRACING: SHEAR 938- 472 PLI PER PAIR EXPOSURE CATEGORY - C TOP CHORD - CONTINUOUS X Y CCCUPANCY CATEGORY - I BTM CHORD - CONTINUOUS JT TYP= PLATE SIZE 4. UNBALANCED LOADS CSEC:_D T:c(iSS SPAC-NG - 21.0 IN. A 2C01 3.00 X 5.60 4.6 2.7 (UNBLN LD FAC - I.0. a 0) B 301C 5.00 X 5.60 2.a 2.2 5• ANCHOR TRUSS FOR A :-OT:.L LOAD CASE #1 C 2001 3.00 X 5.60 4.6 2.7 CTR HORIZONTAL LOAD OF 109 LB_' LUMBER STRESS :NCR:ASE: 1S.0Y D 1070 5.00 X a.00 CTR CTR CTR 6 FASTEN TRUSS TO 3RG A LOADING LIVE DEAD (PSF) E 1070 5.00 X a.00 CTP. FOR 281 LBS OF UPLIFT. TO? CAD 20. 10 .0 F IDO1 2.00 X 400 CTR . 3.0 WHILE ?ER.`1ITT'.?)G -1 UPWARD 8TM CHD 0.a 10.0 G 1102 5.00 X 5.50 CTR MOVEMENT OF WALL OR 3RG. TOTAL 20.0 20.0 40.0 H 1001 2.00 X 4.00 CTR CTR 7. FASTEN TRUSS TO 9RC C SUP?OR"' CRITERIA - 1 1001 2.00 X CTR CTR 0.2 FOR 258 LBS OF UPLIFT, JT REnC'L WIDT-i uT REACT WIDTH S1 1100 5.60 ].00 X 5.6D CTR :7RZLE PE -HITTING NO :72:7ARD LBS IN-SX LBS IN-SX MOVEMF-NT OF WALL OR BRG. A 1276 3- 8 C 1276 3- 9 LEFT RIGHT HEEL OIN - 45X OIN - 45X MEMBER FORCES (LBS) TOP CHORDS L• Hg;�S 15C C F-G - 1525 C Q� G.a - 1525 C B-H - 1525 C yr D�ST�9 H-i - 1525 C 1-C - 1805 C O- BCTTOM CRORDS 6Q9T0419 A-S - 1S02 T E-S1 - 933 T Si-D 933 T D-C - 1S02 T P� STATE Of -0 WEBS p.E - 288 C E-G - 312 C P ��""►�, j4 E-B 768 T H-D - 8 T 312 D-H - 12 C D-I - 288 C 28 CL•LL DEFL - 0.40" IN A-E LL D:FL - 0.07" < BRG-SPAN/360 SPAN/DEFL (DL-LL) - 965 MAY 0 1 1996 QUAN TYPE SPAN PI -El OVERHANGS I JOB 2 HIPP 311100 8 10000 10000 ZARING"DARTMO= II ZHZZ29 4x5.6= SxB= c DG 15-09-06 HO A-07 DG 1S-U7-tee - HO 4-07 12 r T g F 3x4-�rl 3xA0� I J 3 4 3 C 9-00-02 T 1 3x5,. 6 = 11 2 JxS.o A D 31L II 0 F S1 E a1R d - G SxO= 3x5.o- 4X4= q(1 O TC I N 3Ci !) -II -OR 1 6-00-00 31-11-00 31-11-00 UniStar - Version 39.1.2 PLATING CONFORMS TO TPI NOTES: 1. TRUSSES MANUFACTURED BY - RUN DATE: 1-17-96 (GROSS AREA METHOD) WITH DAVIDSON INDUSTRIES VERIFY PLATE VALUES 2. ANALYSIS CONFORMS TO CSI SIZE LUMBER 1.15FD Tzz-LOK CORPORATION UBC ITPI-85 4 NOS-911• TOP 0.90 2X 4 SP-02 1720 GRIP BASED ON SYP LUMBER 3 WIND LOADS - UBC.1988 zDITN BT?1 0.50 2X < 5P-�2 1720 PLATES - 20 GAUGE ST-20 TRUSS IS DESIGNED AS A WB5 0.45 2X A SP-�(2 1720 GRIPPING 515-409 PSI PER PAIR MAIN WIND -FORCE• RES SYSTEM EXCEPTIONS: INCLUDES 15.0% INCREASE• WIND SPEED 90 MP4 }( -I :X ; Sp-p3 900 TENSION 922- 688 PLI PER PAIR PAIR MEAN ROOF 9ZIG:17 - 25' C-J SA.ME AS H - I SHEAR 838- 472 PLI PER EXPOSURE CATEGORY - C REPETITIVE MEMBER STRESS USED. ' x v OCCUPANCY CATEGORY - 1 -'. JT TYPE PLATSIZE 4.6 2.7 4. UNBALANCED LOADS CHECKED LATERAL BRACING: A 2001 3.00 X S.60 2.6 1.7 (UN2LN LD FAC - 1.0- C-0) TOP CHORD - CONTINUOUS B 5101 4.00 X 5.60 2.7 2.0 5. FASTEN TRUSS TO BRG A Srm CHORD - CONTi%UOUS C 5150 5.00 X 8.00 2.7 FOR 297 LBS OF UPLIFT, TZIISS SPACING - 24.0 IN. D 2001 3.00 X 5.50 :.6 CTR =:_Lz p7;LMITT_NG NO UPWARD X <.00 C E 1050 4.00 TR CTR MOVZ.MENT OF WALL OR BRG. LOAD CASE R1 F 1070 SDO X 8.00 CTR . 5. FASTEN TRUSS TO BRG D UMBER STAEsSINCREASE: 15.02 G 1001 2.00 X 4.00 CTR CTA FOR 273 LBS OF UPLIiT. LOADING LIVE DEAD (PSF) H 1001 X 4.00 CTR CTR CTR CTR WHILE PERMITTING NO UPWARD TOP CHD 20.0 10.0 3.00 I 1050 3.00 X A.00 CTR CTR v WALL OR BRG. HOVE;-1 0: DTM GY.D 0 . J 10.0 " 1050 3.00 X 4.00 20 0 40 0 Si 1100 3.00 X 5.60 CTR 0.2 TOLAL SU?PORT CRITERi3 JT REACT WIDTH J: REACT WIDTu LBS IN-SX LBS IN-SX A 1276 3- B D 1276 3- 8 LEFT RIGHT HEEL 01%, - -4SX DIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A -I 10o9 C I-3 - 1359 C B-C - 1120 C C•J - 1359 C -p - 1809 C B0TT0`( CHORDS A-H 1501 T H-F 1501 T F-S1 1129 T S1-E 1128 T E-G - 1501 T G-D 1501 T WEBS H-i - 130 T I-F - A59 C F-B - 391 T F-C - 128 T E-C - 391 T E-J - 459 C G-J - 130 . DL-LL DEFL - 0.32" IN B-C LL D°FL - 0,06" < BRG-SPAN/360 SPAN/DEFL (DL+LL) - 999 ',c\ l_ - H e/,Og C S�� 60910419 STAB Of � aim �' - IONA MAY 0 1 1996 ua/ul/yb 11t11 ub:Ll kA-*, 317738344U 1Ji%1L3u" 111"" QUA TYPE SPAN P1-Hl OVERHANGS JOB 14� - 2 HIPP 311100 8 10000 10000 ZARING"DARTMOUTH ZHZZ29 6x7 .2 = ex7 .2 = 8 C 3x5. 6 II Z DG 12-02.02 DG 12-02-02 H0 4-07 HO 4-07 r 12 H F 2;41\ 2xa/i � x � T 3 C 4 2 7-00-02 3 5x10.4% 1 5x10. A D B1L Q Q B1L G E F 7x8= 4x4= 4ZZ 4X4= o 12-00-00 Io 9-11-08 TCI �I 7-11-08 31-11-00 PC I _ 31-11-00 ^ D'-LL DEFL - 0.32' IN I-C BRG-SPA.w/360 NOTES: 1. TRUSSES MA.^TUFACTURED BY - UniScar -- ve=sicn 39.1.2 PUN CATS: 4-11.96 LL DEFL - 0.- DAVIDSON INDUSTRIES 52A.^1/DEFL (DLLL) 999 2. ANALYSIS CO:TFORldS TO CSI SIZE LUMBER FB PLATING CONFORMS TO TPI UBC (TPI-85 k NDS-91). TOP 0.72 2X 4 SP-92 1500 3. PREVENT TRUSS ROTATT-ON AT BTM 0.14 2X 6 SP-41 1650 (GROSS AREA METHOD) ALL SEARING LOCATIONS. l:2 WBS 0.54 2X 4 SP-1500 VERIFY PLATE VALUES WITH 2X 4 SP-9 TEE-Lox CORPORATION �A WDGQ GRIP BASED oN SYP LUHBER WDGA 2X 4 SP-42 ?LASES - 20 GAUGE ST•20 EXCEPTIONS: 1650 GRIPPING SLS-409 PSI PER PAIR B-1 2X 6 SP-Hl INCLUDES 15.02 INCREASE T-C SAME AS 0-I d5o TENSION 922- 688 PLI PER PAIR H-F 2X 4 SP-R3 SHEAR 838- 472 PLI PER PAIR Z-J SAME AS H-F LUMBER STRESS INCREASE: 15.01 JT TYPE PLATE SIZE X Y A 2016 5.00 X10.40 7.2 3.9 LATERAL BRACING: B 5110 6.00 X 7.20 CTR CTR TOP CkORD - CONTINUOUS C 5110 6.0C X 7.20 CTR CTR BTM CHvRD - CONTINUOUS D 201.00 X14.0 7.2 3.9 TRUSS SPACING - 24.0 IN. E 1010 44.00 X 4.000 CTR CTR LOADI`:. LIVE DEAD (PSF) F 1010 4.00 X 4.00 CTR 8.00 CTR CTR S.0 TOP CHD 20.0 1.0.0 G IL70 7.Oo X H loot 2.00 X 4.00 CTP. CTR BTM Clip 0.0 10.0 I 10ol 3.00 X S.60 CTR CTR TOTAL 20.0 20.0 a0.0 J 1001 2.00 X 4.00 CTR CTR EXCEPTIONS: B-C 42.0 21.0 A-D 0.0 21.0 CoNCrSTRATED LOADS (LBS) B 939 _ C 939 SIIPPORT CRITERIA JT RZNCT WIDTH jT R£ACT WIDTH Los IN-SX LBS Ill-SX ;. 2952 3- 8 D 2962 3- B LEFT RIGHT HEEL OIN - 4SX OIN - 45X MEMBER FORCES (LBS) TOP CHORDS A-H - 4756 C H-B 4614 C B-I - 4193 C I-C 4193 C C-J - 4614 C J-D 4796 C BOTTOM CHORDS A-F - 4007 T F-G - 1694 T G-E 3694 T E-D - 4007 T WEBS H-F - 251 C F-B 558 T B-G - 74C T G-I 756 C G-C - 740 '. C-E 558 T . E-J 251 C 0 4�STC9 d . NO. 60910419 STATE Of TONAL MAy 0 1 1996 „ y ✓ v � �... a/ V V r l ♦ . l-1 ✓ 1 1 1 ✓ V ✓ Y Y V •• • • - •� � - • - • - . QUAN TYPE SPAN Pl-H.l OVERHANGS JOB 4 SP 0 0 0 O ZARING"DARTMOIITH - ZHZZ29 F 9-10-04 " ­nA-nn 0 a 12-05-11 4x4 = Sxs..3= B 23-10-08 11-C1-13 DG 14-02-14 HO 5-14 23-10-08 Unisraz -- Vc.,ion 39.1.2 PLATI:rG CONFORMS TO TPI NOTES: .RUN DATE: 4-17-96 (GROSS AREA, METHOD) 1. TRUSSES MANUFACTURED BY - VERIFY PLATE VALUES WITU DAVIDSON INDUSTRIES CSI SIZE LUMBER I -ISFIa TEE-LCK CORPORATION 2. ANALYSIS CONFORMS TO TOP 0.47 2X 4 SP-Q2 1720 GRIP BASED ON SY? LUMBER UBC (TPI-95 S NDS-91). STM 0.51 2X 4 SP-'ti2 1720 PLATES - 20 GAUGE 57-20 3. WIND LOADS - UBC-1988 EDITN WBS 0.27 2X a SP-93 980 GRIPPING 515-409 PSI PER PAIR TRUSS IS DESIGNZD AS A EXCEPTIONS: INCLUDES 15.0k INCREASE MAIN WIND -FORCE RES SYSTEM E-B 2X 4 SP-k2 1720 TENSION 322- 68a PLI PER PAIR WIND SPEED - 60 MPR B-D SAKE AS E-B SEiu,R 938- 472 PLI PER PAIR MEAN ROOF HEIGHT - 25' r.XPOSURE CATEGORY C REPETITIVE C'EMBER STRESS USED. - TT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 LATERAL BRACING: A 2001 3.00 X 4.00 4.5 2.9 4. UNBALANC7 LOADS CHECfED TOP CHORD - CObii, 2.7 2.3 (UNBLN LD FAC 0, 0.0). o BTh( CHORD - CONTItiJOUS C 2c01 3.00 X 4.00 2.4 1.9 S. r\-nCHOR TRUSS FOR A TOTAL TRUSS SPACING - 24.0 IN. D 1110 5.00 X 5.60 CTP. 3.0 HORIZONTAL LOAD OF 393 LBS. E 1010 4.00 X 4.00 CTR CTR 6. FASTEN TRUSS TO BRG A LOAD CASE 91 F 1001 2.00 X 4.00 CTR CTR FOR 213 LBS 0: UPLIFT, LUMBER STRESS INCREASE: 15.0t G 1001 2.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD HOVZM. Eh. OF WALL OR ERG. LOADING LIVE DEAD (PSF) 7. FASTEN TRUSS TO BP.G C TOP CP.D 20 .0 1C .0 FOR 171 LES OF VPLIPT. STM CHD 0.0 10.0 WHILE PERMITTING NO UPWARD 1077.1, 20.0 20.0 40.0 '!OV:MENT 0= WALL OR BRG. SUPPORT CRITERIA 7T REACT WIDTIi ST REACT WIDTH LBS IN-S2 LBS IN-SX A 955 3- a C 955 3- 8 FEEL OIN - •35X JIN - 75X S ME`SBER FORCES (LBS) S IQ NO TOP CEORDS 3 A-F - 121E C F-B - 1073 C ' 6d���4�9 B-G - 1010 C G-C 1171 C o STATE Of BOTTOM CHORDS A-E - 1014 T E-D - 652 T D-C - 932 T NAL�`�' WEBS F-E - 2C E-B - T 4 B-D . 22 270 T D-G - Z70 C DL,LL DEFL - O.Z1- IN D-C LL DEFL - 0.03• < BRG-S?AN/360 MAY 0 1 199b SPAN/DEFL (DLtLL) - 999 QUANTy PE 9 SPAN P1-H1 OVERHANGS--j JOB MARK 0 0 0 0 ZARING"DARTMO= ZHZZ29 8-10-04 2-10-01E - ,e-nG-na TC BC s-5.6= B DG 14-02-14 NO 5-14 a r` I 12 00 11 11-01-13 T-� 8-09-12 B-06-04 ' 6 C6 06 23.10-OB - PLATING CONFMMS TO TPI NOTES: 1. TRUSSES MANUFAC'LU D BY - UniSta: -- Version 39.1.2 RUN DATE: 4-17-96 (GROSS AREA METHOD) VALUES WITH DAVIDSON INDUSTRIES VERIFY PLATE 2, ANALYSIS CONFORMS TO csi SIZE LUMBER 1.15FB TEE-LOF. CORPORATION Qac (TPI-US � Eros-91). TOP C.69 2X 4 5P-#2 1720 GIMP BASED ON SYP LUMBER 3 WIND LOADS - U2C-1988 EDIT" HTC! 0.70 2X 4 SP-#2 I720 PLATES - 20 GAUGE ST-20 PAIR TRUSS ZS DESIGNED AS A WSS 0.32 2X 4 SP-43 980 GRIPPING SIS-403 PSI PER MAI:l WIND -FORCE RE'S SYSiE: EXCEPTIONS: INCLUDES 15.0's INCREASE TENSION 922- 688 PLI PER PAIR WIND SPEED - 80 MPH E-H 2X 4 SP-02 1720 MEAN ROOF HEIGHT - 25' 030- 472 PLI PER PAIR ` B-D SAME AS E-B SHEAR EXPOSURE CATEGORY - C REPETITIVE MEMBER STRESS USED. OCCUPANCY CA`EGORY - 1 ` SL TYPE PLATE SIZE X Y 2.5 4. UNBAT-;vCED LOADS CH£C!C=D LATERAL. BRACING: A 2101 3.00 X 5.60 5.6 X 5.Z0 2.7 2.3 (UND LN LD FAC - 1,0. 0.0) TOP CHORD - CONTINSIOUS a 3210 5.00 1.8 S. ANCHOR TRUSS FOR A TOTAL STS CHORD - CONTIhu0U5 C 2001 3.00 X 4.00 2.4 2.8 2.0 HORIZONTAL LOAD OF 331 LB TRUSS SPACING - 24.0 IN. D 5093 4.00 X 5.6a CTR CTR 6. FASTEN TRUSS TO BRG A £ 6010 6,00 X 7.20 F 1001 2.00 X 4.00 CTR CTR FOR 218 LDS OF UPLIFT. LOAD CASE ]1 L G 1001 3.00 X 4.00 CTR CTR WHILE PER."4ITTING NO QPaAl2.-. LOADEA STRESS INCREASE: 15.07 MOvEr(ENT OF WALL OR BRG. LOADING LIVE DEAD (PSF) 7. FASTEN TRUSS TO BRG C TOP CHD 20.0 7.0.0 FOR 171 LBS• OF UPLIFT, g T,y Can 0 .0 10.0 4RiILE PERfIiTTING NO IIPWAR: TOTAL 20.0 20.0 40.0 MOVEm.ZNT OF WALL OR 3RG. SUPPORT CRITZ"11A .TT ;LACT WIDTH JT R-AC: WIDTIA L35 IN-SX LBS IN -SC A 954 3-`8 C 355 ]- 8 LEFT RIGHT L oil, - 35Y - 75X `�"`. He Q� HEMBEI FORCES (LBS) p1ST, ,Q -%, - 7 /� NO. �Q 7 A-F 2400PCCH�RBS - 2067 C ? 60910419 B-G - 1119 C G-C - 1201 C BOTTOM CHORDS `- SiATE OF A-E - 2109 T E-D - 846 T WEBS % T F-E - 342 C E-9 - 1593 B-D - 292 T D-G - 293 C / 1 - DL-LL DEFL - 0.47• IN E-D LL DEFL - 0.11• c BRG-SPAN/360 SPAN/DEFL tDL-LL) - 612 M dY 0 1 1996 UJ/ Ul/ yu )i t'.1) uo. LL 17 � Jl i :.s 6 J 4 4 U yyY LVJVII Al•✓- QQAN..TYPE SPAN Pl-Hl 1 HRIP 60711 12 UniSLAr -- Version 39.1.2 RUN DATE: A-17-96 CSI SIZE LUMBER FB TOP 0.47 2X A SP-#2 1500 BTM 0.40 2X 6 SP-91 1650 Was 0.72 2X 4 SP-03 850 y�pC WDG2A 2X ; SP-R2 ^ LATERAS. BRACING: TOP CtIOFcD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - D-C TRUSS SPACING - 21.0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: 15.Ot LOA.D:NG LIVE DEAD (PSF) TOP CIID 20.0 10.0 13TM CIID 0.0 10.0 TOTAL 20.0 20.0 40.0 EXCEPTIONS: A-D 120- 0 125.0 CONCZNTRATED LOADS (1.35) B S10 E 316 SUPPORT CRITERIA �i P.EACT WIDTH TT REACT WIDTH LBS IN -SIC LES IN-SX A 19i2 3- 8 D 2392 3- 8 LEFT RIGHT HEEL 3IN - 7SX MEMBER FORCES (LES) TOP CHORDS A-B - 1669 C B-C S18 C BOTTOM CIiORDS A-F - 1124 T F-E - 575 T E-D - 95 C WEBS F-B 1731 T E-B - 791 C E-C - 2C92 T D-C 2050 C OVERHANGS JOB 5 C) ZARING"DARTMOUTH Ix8 DG 1-06-02 HO 5-07-13 un A -Al 1 ZHZZ29 3x5.6'/ - E Sx5.6= D 3x5.611 TCI 4.11-06 10405 BC s-01-02 10209 , 6-03-11 DL-LL DEFL - C.14" IN A-B LL D-_-FL - 0.03' c BRG-SPAN/350 SPA /DEFL (DL+LL) - 522 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITIi TEE-LOK CORPORATION GRIP BASED ON SY? LUMBER PLATES - 20 CAUCE ST-20 GRIPPING SIS-409 PSI PER PAIR INCLUDES 15.01 INCREASE TE*ISION 922. 688 PLI PER PAIR 5F,EAR 838- 472 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2002 5.00 X 5.60 2.0 2.1 B 5130 7.00 X 8.00 1.5 2.0 C 4011 5.00 X 5.60 CTR CTR D 4000 3.00 X 5.60 CTR CTR E 1011 5.00 X 5.60 CTR CTR F 1C01 3.00 X 5.60 CTR CTS NOTES: I. TRUSSES m;uNUFAC:'D:tSD BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFOR-'IS TO UBC (TPI-35 S NDS-91) 3. WIND LOADS - UBC.1988 EDII TRUSS 15 DISIGNED AS A RAIN WIND -FORCE RES SYSTE WIND SPEED - 80 MPH MEAN ROOF HEIG97 - 25' EXPOSURE CATEGORY - C OCC4PANCY CATEGORY - 1 4. TIE-IN LOADS SHOWN aZTHOC DAMAGE TO TRUSS. 5. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 317 L FABRICATOR NOTES: 1.A.LL CONTINUOUS LA.TZR%L BRACES MUST BE R >TRAINED TO PREVENT LATERAL MCVEMEN OF THE BRACE IF ALL BRACE: MEMBERS BUCKLE IN THE SAME DIRECTION. SEE HIE-91 SUMMARY sHrST F R-%-M E i (ORANGE SHEET) OR BCILDI DcSIGNER REGu2RE:4Etii5- r' L. He/,'AN o , � S T,c�,, s3 > r z NC. Fa 60910419 STATE Gr MAY 0 1 1996 QUAN TYPE SPAN Pl-H1 OVERHANGS 3 SP 0 0 0 0 JOB ZARING"DARTMOII'I'S ZEZZ29 Sxd= 2aa it SYS.6= Sxe= a H HO 3-01-10, B j� Fill-•1V� �`O I9-10-00 C l.n. BC 20.03-00 20-03-00 UniS:ar -- Version 39.1.2 PLATING CONFORMS TO TPI NOTES: RUN DnTi; a-17-95 (GROSS AREA METHOD) 1, TRUSSES Mr1CNFAC U`i=O BY VERIFY ?LATE VALUES WITH DAVIDSON INDUSTRIE5 ---------- TL•E-LOK CORPORATION 2. ANALYSIS CONFORMS TO 3-PLY TRUSS GRIP BASED ON SYP LUMBER UBC (TPI-85 F. NDS-91). ... PLATES - 20 GAUGE ST-20 3. END VERTICAL(S) NOT GRIPPING 515-409 PSI PER PAIR y DESII'IN�EDOFOR ADS WI'm y_ WITHOUT Cs- SIZE LUMBER 1.15FB INCLUDES 15.0% INCREASE TOP 0.30 2X 4 SP-#2 1720 TENSION 922- 6B9 PLI PER PAIR DAMAGE TO TRUSS. BTM C.99 2X10 S?-92 1210 S?F'R 83B- 472 PLI PER PAIR 5. ALL BE LOCATIONS AT was 0.65 2X 4 SP-92 1'720 0AVCHOR TRUSS FOR A TOTAL LU`SBER STRESS INCRE=.SE: 15.D} JT TYPE PL . \TE SIZE X Y HORIZONTAL LOAD OF 310 LDS. REPETITIVE MEMBER STRESS USED- A 401C 5.00 X 8.00 3.5 2.5 B 4C10 5.00 X d.00 3.5 2.5 7. PROVIDE DRAILTAGE TO C LATERAL BRACING: 4000 3.00 X10.a0 CTR CTR n?F.V ')-• WA c o •^ TOP CORD - CONTINUOUS D 4000 3.00 X10.40 CTR CTR C. ] C Y.PLETE TRUSSES REQIIIRED. BTM GOAD - CCNTIN-.:OL'S E 1050 6.00 X 7.20 3.7 CTR FASTEN TRUSSES TOGETHER W/ TRUSS SPACING - 21.D IN. F 1070 a.00 x 5.00 CTR CT° 16d NAILS " MACH LAYER IS G 1001 2.00 X 4.00 CTR CTR APPLIED.STAGGERED AS FOLLOW; LOADING LIVE DEAD (PSF) H 1030 5.00 X 5,60 CTR CTR MEMBER ROWS SPACING(IN) TOP CHD 20.0 10.0 S1 1100 3.00 X10.00 CTR 0.6 TOP CHD 1 16.5 STEM CHD 0.0 10.0 WEBBTM CHD 3 2.0 TOTAL 20.0 2C.0 40.0 WEBS 1 1NAI PLUS CLUSTERS OF NAILS IF EXCEPTIONS: SHOWN. D-C 259.0 269.0 EXCEPTIONS: 160 NAILS ® 4' 0•C. AS SUPPORT CRITERIA EACH LAYER IS APPLIED. .7T REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX D-A F-G E-H C-B D 11066 4- 6 C 11066 4- 6 FABRICA-OR NOTES: .1 2 X /O SOU. PINE BEARING MEMBER FORCES (LBS) - EACd PLY 9LOCK- ((� LONG REQU C, 0 AT TOP CHORDS BEr1RING 7,T JOINT(S) C�/y��• LCCATE AS SHOWN WITH BLULX A-G - 1396 C G-H - 1396 C TIGHT Av^A:NST BEARING• NAIL A-B 1995 C �9 BLOCK TO TRUSS WITH (�) 80=0 t CHORDS �;`� H 16d NAILS. D-F O T F-51 1996 T h � 2 :, �,, :.'UOUS 51-E - 1896 T E-C - 0 T p .� BRACES MUST BE RESTRAINED NE3S ? Q O%S TF d TO PREVENT LATERAL MOVEMENT D-A 2511 C A-F - 309a T 7 % �G, R�. OF TtiE BRACE IF ALL BRACED F-G - 132 C F-H 0 T - i �' NO. Q ' MEHBERS BL:,CKLE IN THE SA`!E E-H - 132 C E-8 - 3098 T = s091�'9 DIRECTION. SEE gIB-91 C-B 2517 C SUMMARY SH°ET FRA`tE 4 _ STATE QF (ORA'vG£ SHEET) OR BUILDING DL.LL DEFL - 0 . 13 - IN A-G DESIGNER REQUiR£MENTS. LL DEF' - 0.06" < BRG-SPAN/360 SPAN/DEFL (DL-LL) - 999 PLATES ARE FOR EACH PLY �4� J'C NAI- ;SAY 0 1 1996 V .�. vl• Ju ��LL Ua �i 1'ri.1 Jl I ! JJJiiU L141LJU.� 1:NL- LJ' ULG QUAN TYPE SPAN PI -El OVEPXANGS JOB MARK 10 MONO 110800 9 1200 0 ZARING„DARTMO= ZHZZ29 DC 14-05-13 NO 9-01-10 Ho 4-10 2X411 B r AE UniStsr -- Ver3:on 39.1.2 RUN CATS: 4-17-96 CSI SIZE LUMBER 1.15FS TOP 0.42 2X 4 SP-42 1720 BTM 0.22 2x 4 SP-#2 1720 WBS 0.37 2x 4 SP-#2 1720 EXCEPTIONS: D-E 2x 4 SP-43 980 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - C-a TRUSS SPACING - 24.0 IN. LOAD CASE pl LUMBER STRESS INCRElLSE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 BTM CHID 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITE&IA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 466 3- 8 C 466 3- 6 LEFT RIGHT HEEL GIN - 4SX 14EHBTR FORCES (LBS) TOP CHORDS A-E 387 C E-B 252 C BOTTOM CHORDS A-D - 110 T D-C - 310 T WEBS 0-2 - 117 T E-C - 389 C C-B - 206 T DL-LL DEFL - 0.10- IN E-B LL CEFL - 0.01' < BRG-SPAN/360 SPAN/DEFL (OL-LL) - 999 2X4 u C 4x4= 0 0 TC 11-OB-00 BC 11-08-00 11-08-00 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WIT14 TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.02 INCREASE TENSION 922- 688 PLI PER PAIR SHEAR B36- 472 PLI PER PAIR ,7T TYPE PLATE SIZE x Y A 2001 3.00 X 4.00 4.1 3.1 B 4200 2.00 X 4.00 CTR CTR C 4010 4.00 X 4.00 CTR CTR 0 1001 2.00 x 4.00 CTR CTR E 1050 3.00 x 4.00 CTR CTR Ir 7 0°4 �1ST�9 S3 >e NO. 60910419 4 STATE GF y' FS •G`� /ONAL �u4w� NOTES: 1. TRUSSES MANBFACTURED BY - DAVIDSON INDUSTRIES 2. ANXLYSIS CONFORMS TO UBC (IPI-65 s N'05-911. 3. WIND LOADS - UBC-1900 EDIT" TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEh WIND SPEED - 00 MPH MEA`I ROOF HEIGHT - 25' ECPOS>7RE CATEGORY - C OCCO'PANCY CATEGORY - 1 q, U"1BAL XNCED LOADS CHECKED (UNBLN LD FAC - 1. C, 0.0) S. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 547 LB' 6. FASTEN TRUSS TO BRG A FOR 79 LBS OF UPLIFT. WHILE PERMITTING NO UPWA.FJ MOVEMENT OF WALL OR BRG. 1. FASTEN TRUSS TO BRG C FOR 262 LBS OF UPLIc.. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG• FABRICATOR NOTES: 1.ALL CON71NUOUS LATER.L BR:.CES MUST BE REST"\INED TO PREVENT LATEP..3. MOVE`IENi OF THE BR7.CE IF ALL BRACED MEMBERS BUCKLE IN THE SANE DIRECTION. SEE RIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. MAY 0 1 1996 VJ V1/ JU I14-V Li+1L Jll.l0v- QUAN TYPE 1 JCAl SPAN P1-Hl S101SG-6564 OVERHANGS 10808 0 JOB ZApING"DARTMOUTH ZHZZ29 r 5-07-02 BC 20-OB 8-10-15 UniStar -- Vcrsion 39.1.2 PI-ATING CONFORMS TO TPI NOTES: 1. TRUSSES MANUFACTURED BY - RUN DATE: 4-17-96 (GROSS AREA METHOD) DAVIDSON INDU57RIES VERIFY PLATE VALUES WITH CSI SIZE LUMBER FB SEE-LOF. CDRPO.'L\TT-Ot7 2. A-,IAL.YSIS CONFOR`tS TO TOP 0.53 2X 8 SP-42 1200 GRIP BASED ON SYP LUMBER OBC (TPI-B5 s. NDS-91) LUMBER STRESS INCRZ-:Sz: 15.01 LATERAL BRACING: TOP CHORD - CONTINUOUS RTM CHORD - CONT11;UOUS TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 BTK CHD 0.0 10.0 TOTAL 20.0 20.0 40.0 EXCEPTIONS: LINEAR VARIATION ALONG A-B AT A 0.0 0.0 AT B 57.0 29.0 SUPPORT CRITERIA JT REACT WIDTH 7T R£ACT WIDTH LBS IN-SX LBS IN-SX A 2SS 3- P. B 510 3- 8 MEMBER FORCES (LBS) TOP CHORDS A-B - 62 T BOTTOM CHORDS WEBS DL,LL DEFL - 0.18" IN A-B LL ➢7-7L , BRG-SP.1N/360 SPAY/DEFL (DL-LL) - 584 6D910419 ` S7ATE�tO� 4' F MAY 0 1 1996 QUAN TYPE SPAN PI -El OVE BANGS JJOB MARK I MONO 71100 8 10000 0 ZARING"DARTMO= ZHZZ29 DG 9-08-12 HO 5-07-13 HO 4-07 2x411 B r 5-07-13 TC 1200 7-11.00 BC 7-11-00 1-11-00 UniStar -- Vcr5ion 39.1.2 RUN DATE: 4-17-96 CS: SIZE LUMBER 1.1SFB TOP 0.18 2X 4 SP-92 1720 STN 0.32 2X 4 SP-92 1720 WBS 0.31 2X 4 SP-;3 980 REPET:TIVE MEMBER STRESS USED. L ATERAS. BRACING; TOP C20RD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE 41 LUMBER STRESS INCREASE: 1S.0t LOADING LIVE D'_1D (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 LBS IN-SX LBS IN-SX A 316 3- 9 C 316 3- 6 LEFT- RIGHT HEEL DIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-D - 211 C D-B 146 C BOTTOM CHORDS A-C - L76 T WEBS D-C - 213 C C-S 118 C ❑L-LL DEFL - 0.18• IN A-C LL DEFL c BRG-SPAN/360 SPA-1/0---FL (DL-LL) • 536 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE ST•20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.Ot INc1EASE TENSIOt1 922- 68A PLI PER PAIR SHEAR 838- 472 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 3.00 X 4.00 4.6 3.2 B 4200 2.OD X 4.00 CTR CTR C 4010 3.00 X 4.00 CTR CTR D 1001 2.00 X 4.00 CTR CTR 3x4= NOTES: 1. TRUSSES M INUFACTURED BY - DAVIDSON INDUSTRIES 2. A-YALYSIS CONFORMS TO UBC (TPI-8S r. NDS-91). 3. wlv D LOADS - UBC.19a8 EDITN TRUSS 15 DESIGNED AS A MAIN WIND -FORCE RSS SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C Oc =_ ANCY CATEGORY - 1 4. UNBAL;_NCED LOADS CHECKED (UNBLN LD FAC - 1.0, 0.0). S. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 336 LBS 6. FASTEN TRUSS TO BRG A FOR 78 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG C FOR 149 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF :ALL OR BRG. Q N 0 s0910419 ,a STATE Of: �CA;AL��R` MAY 0 1 1996 QUAN,TYPE 2 JCA1 SPAN P1-Hl 1302016.6564 OVERHANGS 0 0 JOB L_MARK ZARINGni)ARZMOOT ZEZZ29 B r e-00-00 'CC ! BC' i3-o�-ul 13-02-01 UniSCar -- version 39.1.2 NOTES: 1. TRUSSES MANUFACTURED BY - RUN OATS_ 4-17-96 DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO CST SIZE LUMBER FB UDC (TPI-a5 & NOS-91). TOP 0.76 2X 9 225OF1.9 2260 LUMBER STRESS INCREASE: 15.Oc L4TSRAL 3ELACING: TOP CHORD - CCNTINUOUS BTM Cg3RD - CONT:Imou5 TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 BTM CHD 0.0 la.a TOTAL 20.0 20.3 -10.a EXCEPTIONS: LINEAR VARIATION ALONG A-S AT A a.0 a.0 AT B 71.0 36.0 SUPPORT CRITERIA JT REACT WIDTH .ST REACT WIDTH LBS IN-SX LBS IN-SX A A69 a- a 2 939 3- a MEMBER FORCES (LBS) TOP -CHORDS A-B 114 T BOTTOM CHORDS WEBS DL-LL DEFL - 0.31- IN A-B LL DEFL < BRG-SPAN/360 SPAN/OEFL (DL-LL) - 112 PLATING CONFORMS TO TPI (GRCSS AREA METHOD) VERIFY PLATE VALUES WITR TEE-LOK CORPORATION GRIP BASED ON S[? LUMBER He- �ST,c9 NO.� �4 60910419 STATE OF SACNAL MAY 0 1 1996 -_ .,_ _... .. ., ...... ..ii .. .�.. -. Y.. un.... .i a. ...a�. LYJ ULU QUAN TYPE SPAN PI —Ell OVERHANGS JOB MARK 7 kA2 60311 12 1200 0 ZARING"DARTMO= ZHZZ29 DG 9-05-03 HO 7-00-02 HO 9-07 B r 7-00-02 C 0 - I 6-03-11 TCI0 aCl �5-03.11 6-03-11 UniScar -- Vcrsion 39.1.2 PLATING CONFORMS TO TPI NOTES: RUN DATE: 4-17-36 (GROSS AREA METHOD) 1. TRUSSES MAIiUFACTURED BY - VERIFY PLATE VALCES WITH DAVIDSON INDUSTRIES CSI SIZE LUMBER 1.15FB TEE-LOK CORPORATION 2. ANALYSIS CONFORMS TO TOP 0.54 2X 4 SP-92 1720 GRIP BASED ON SYP LUMBER UBC (TPI-as S NDS-91). BTM 0.19 2X 4 SP-R2 1720 PLATES - 20 GAUGE ST-20 3. UNBALANCED LOADS CHECKED WDGGA 2x o' SP-tl GRIPPING S15-409 PSI PER PAIR (UNBLIt LD FAC - I.0, 0.0). REPETITIVE MEMBER STRESS USED. INCLUDES 15.01 INCREASE A. ANCHOR TRUSS FOR A TOTAL TENSION 922- 6B9 PLI PER PAIR HORIZONTAL, LOAD OF 289 LBS. LATERAL BRACING: SHEAR 838- 472 PLI PER PAIR TOP CHORD - CONTINUOUS BTM CHORD - CONTINuCU5 TRUSS SPACING - 24.0 IN. LOAD CAS£ #1 LUMBER STRESS INCREASE: 15.01 LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 BTM CHD c.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT PEACT WIDTH LBS IN-SX LES IN-SX A 252 3- 8 B 189 3- B C 63 3- 8 LEFT RIGHT HEEL 3IPi - 7SX MEMBER FORCES ZLBSI TOP CHORDS BOTTOM CORDS A-C - 0 T WEas DL-LL DEFL - 0.29- IN A-B LL DEFL < BRG-SPAN/360 SPAIVOEFL (OL_LL) - 260 JT TYPE PLATE SIZE X Y A 2002 s.00 x 5.60 0.0 1.5 a C ac, O1sT�� S d NO. �O 60910419 STATE OF $,c IONALG� MAY 0 1 1996 uJ/ul/,10 i)LD ub:Zu t.0 317YJ8344u DAVIDbU,N ii\D. Lgj021 QUA TYPE SPAN PI-Hl OV'EI H GS I JOH MARK 2 JCA2 60311 12 10000 0 ZARING"DARTM0uTH ZHZZ29 TC 1200 4-11.04 104 TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE dl LUMBER STRESS INCREASE: 15.01 LOADING LIVE DEAD (PSF) TOP = 20.0 10.0 BTM CHD 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH .7T REACT WIDTH LBS IN-SX LBS IN-SX A 211 3- B 2 148 3- 8 C 63 3- 8 LEci RIGHT HEEL 3IN - 8Sx MEMBER FORCES (LBS) TOP CHORDS A-B - 0 T BOTTOM CHORDS A-C - 0 T WEBS DLrLL DEFL - 0.10' IN A-B LL DEFL < BRG-SPAN/360 SPAN/DEFL (DLrLL) - 730 Qh L - H 0/,7s NO. fib+ 7 60910419 STATE OF .0 �w S� S10NAL MAY 0 1 1996 07 gC 6-03-11 6 - O3 -11 ` PLATING CONFORMS TO TPI (GROSS AREA METHODI VERIFY PLATE VALUES WITH BASED ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.Ok INCREASE TENS -ION 922- 688 PLI PER PAIR SHEAR 938- 472 PLI PER PAIR .IT TYPE PLATE SIZE x Y A 2002 S.00 X S.SO 0.0 1.5 B C 9661 1 0- 4H 666 ; ('I'I-'IQ) 7330/NYdS .�N 09C/n^ddS-Dva > Z330 17 ' ^.d3Q 0-t' NI .LO'O 77-7Q �(a� �G 4 3.Lvis SH3x 1 0 0-Y -40 a 61tr0�609 SadOHO No_ios 'ON io i 0 - 8-fit 631 s fGSG�eH saHoxo ao� (SfiZ) SP7dOd d?Ek3H S\� •-� uarFr� xse - t:It 733Y. S1M2 d S33Z 8 -t E9 J 8 -E 801 S 8 -C TLI Y XS-NI Sal XS-NI SHZ AZ.QIH Z7Y3d S.r Rmaim LDv-_-d Lr YZb3ii2� 1dOddIIS 0105 0'0t 0, all 7YS01 D'OT 0.0 CHI H12 0'DT 0'OZ QH:) d0i (35d) Q1f3Q 3AI-I JNIaro,7 to'ST °3SC3dONI 553tI5 'dasKnZ T # 3 SY:� OV07I H SIT 0'0 09'S X 00.5 ZOOZ Y 'NI D'4Z - ONZOYd5 SSDd1 A X 3ZIS alldld 3aAI I_C SZ0nAlJH0:) - QdOH:) )-UB SnOA):I.L900 - ❑dOY.:) dOS diYd dad I'Id tLV -St8 dY3HS 9NIOYTIH TY2I3IYI 97 59T .90 QY07 :d1NOZId01i dlYd dad I'Id 889 -ZZ6 NOISK31 ZY_OI Y dOd SSOd.L dOHONY '> 3SY31d7NI AD'ST sacM'I-DNI 'QaSC) 553dls d3EY-31J 3nI1I13d3d l0'D •0'T - OY3 QZ R-IHht]) dIVd dad ISd 60E-STS ONIddId9 T#-as 9 XZ YeOQr Qax:)aH0 SQYo'I 03JNY'IYHNII 'C Ot-SS sOP.YO OZ - S3SYZd OZLT Z#-dS v XZ BT'0 N18 (16-SQN 'S 58•Id_) OHL) daCKn"l dAS No Q3SY8 dnlD OZLT Z#-d5 b XZ 9T'O d01 01 SKEOIN00 SIS7,7YL.'Y ' Z NOISN-doddoD 101-33-1 HdST • T '93a:Zn l 3ZI5 ISO S3Id3SC)QKI NOSQIAYa HZIA S3071YA SIX-ld AinaA AH Q3dL1S3C311SP1�: S3SSIIdS 'T (QOH?3W Y3dV SSOdD) 96•LT-' '3SYa Knv- 'S3SON Idi OS SNd032z0:) JNISY-Id Z'T'6C UOTZIDt. -- !VZSTUQ �. TI-CO-9 11-L0-9 1 (OH LD-BO-Z I 1�0-LO-C I DO-ZT I 6ZzzHz sznol.Lrxsaa"f)Kluvz sor 0 0000T sE)AvaugAo Zr TE-Td 1IE09 XYdS zv:).c s aEMLI. ' AI�IIa QTTAN •;TYPE SPAN PI -HI OVERHANGS I JOB 3 JCA2 60311 12 10000 0 ZARING"DARTMOU= ZHZZ29 DG 3-08-14 HO 7-au-Oz HO 8-07 12 r 12 Sx5.6= z-L1-11 A T B1 C TCI 12-00 2-03-04 a-00-07 BCI 6-03-11 6-03-11 UniSear -- Ve=zion 39.1.2 PLATING CONFORMS TO TPI NOTES: RUN DATE: a-17-96 (GROSS AREA METHOD) 1. TRUSSES MANUFACTURED BY - VERIFY PLATE VALUES Willi DAVIDSON INDUSTRIES CSI SIZE LUMBER 1.15FB TEE -LOX CORPORATION 2. ANALYSIS CONFORMS TO TOP 0.06 2X 4 SP-92 1720 GRIP BASED ON SYP LUMBER UHC (TPI-85 & NOS-91). BTM 0.18 ZX 4 SP-92 1720 PLATES - 20 GAUGE ST-20 3. UNBALAzNCEO LOADS CHEC{ED NDGgA 2X 6 5P-Kl GRIPPING 515-409 PSI PER PAIR (UITHL14 LD FAC - 1.0, 0.01 REPETITIVE MEMBER STRESS USED. INCLUDES 15.04 INCREASE 4. ANCHOR TRUSS FOR A TOTAT TENSION 322- 688 PLI PER PAIR HORIZONTAL LOAD OF 104 LBS. LATERAL BRACING: SHEAR 838- 472 PLI PER PAIR TOP CHORD - CONTIN70U5 BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: 15.Oi LOADING LIVE DEAD (PSF) TOP CAD 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-SX A 131 3- 9 B 68 3- 9 C 53 3- 8 LEFT RIGHT HEEL 3IN - 8SX MEMBER FORCES (LBS) TOP CHORDS A-B 0 T BOTTOM CHORDS A-C 0 T WEBS DL-LL DEF L - 0.07" IN A-C LL DEFL c BRG-SPAN/360 SPAW DEFL (DL+LL) 999 J7 TYPE PLATE SIZE X Y .. 20C2 5.00 X 5.50 0.0 1.5 H C gQh L . He - ?� p\STCq��ja Q NO. 60910419 STATE OF SS�ONAI. MAY 0 1 1"6 U ,jI Uli 0U nr.0 U0. : i ri.l Oil i J,s344U DA% IV JU'- l:N ll. lei UL4 QUAN-.TYPE SPAN PI-H1 OVERHANGS JOB MAK 3 JCA2 60311 12 10000 0 R ZARING"DARTMOUTH - ZHZZ29 B DG 1-10-11 HO a-07 12 12FXAS r 1-07-11 T ' 81 C 2-00 BC 11-04 5-04-0� 6-03-11 UniStar -- Vcraion 39.1.2 PLATII;G CONFORMS TO TPI NOTES: RUN DATE: 4-17-96 (GROSS A.QEA METHOD) 1. TRUSSES MANUFACTURED BY - V2RIE-Y PLATE VALUES WITH DAVIDSON INDUSTRIES CSI SIZE LUMBER 1.1SFB TEE-LOK CORPORATION 2. ANALYSIS CONFORMS TO TOP 0.01 2X 4 SP-92 1720 GRIP BASED ON SYP LUMBER UBC (TPI-85 & NDS-91). STM 0.18 ZX 4 SP-R2 1720 PLATES - 20 GAUGE ST-20 3. UNBALANCED LOADS CHECY.ED WDG3A 2X 6 SP-91 GRIPPING 515-409 PSI PER PAIR (UNBLN LD FAC - 1. 0, 0.0) REPETITIVE MEMBER STRESS USED. INCLUDES 15.01 INCREASE TENSION 922- 688 PLI PER PAIR LATERAL 9RAC=NG: SHEAR 838. 472 PLI PER PAIR TOP CHORD - CONTT_WCUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: L5.0t LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 HT`( 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-SX A 91 3- 8 B 28 3- 8 C 63 3- 5 LEFT RIGHT HEEL 3IN - e5X MEMBER FCRCES (LBS1 TOP CHORDS BOTTOM CHORDS A-C 0 T WEBS DL,LL DEFL - 0.07" IN A-C LL DEFL < BRG-SPAN/360 SPAN/DEFL (DL-LL) - 999 JT TYPE PLATE SIZE X Y A 2002 5.00 X 5.60 0.0 1.5 B C H e/ems > Q NO. a 60910419 STATE OF \110 SIGNAL MAY 0 1 1996 9661 1 0 �V w a ,ar`djQil/ io givis fl 961 . (71-10) 133C/N<dS £ 6LVOL609 e 0SE/NVd$-539 > .6T' 0 . i33❑ T'I G C> 'Ott � ` 8-V NI .91'0 . 1333C 'I:�IC � Sz3A 0 0ZT .1 0 Z0.0 J-y N '1 SQaoHJ Wo1109 D S9- ] 101 1.L'0 8-Y SC2i0H] 401 CNZOW LSTVW (Sul) (1 ISJ bEW3W XS6 - KID 'I33H IY.OI2i I33'I 0,dE HO i7Vn 30 lg:RW3.AOW 02Vxdn ON 79I11.11ZI3d 3'IIxM 0 -E 60Z E @ -I 9ZZ V 'I3I:dn 30 S81 LVT EO3 XS-NI SE'I Y.5-NZ Sul 8 O2(E O.T. SSn3l N31TY.d ' L HICIM IJV:R'd Ir HSCIM =V'fi8 It ' 9lifl ZIO 77'7M 30 .I123W31:OW YZLT31Ii'J IaOddns 0TVMdn ON ONI.117"3d 37IHM 0'0b 0'OZ 0'OZ i.IOI 'I3I'Idn 30 SET ZS ZO3 0'0T 0'0 CHO W15 v Oi1E 01 SSnv-1 N31SVA '? 0'01 0'0Z CHO dol 57 IS[ 30 OVO1 7'dlNOZI2JOx (�Sd) CV3C 3AI1I En, Icrtol IVT_OI V z0a SSZV1 VO8]:%',' 'S J 10'ST=3Sr:TWDNI SS3ZNIS-d3EWII'I (0'0 '0'T - J,I3 CZ MIENn) E In 35CJ CV07 C33]3H] SCVO7 Z'E 9'b 00'5, x 00'E TDOZ Y S xL'0031YJ AoAvdn000 T X 3ZIS 3IV'Id 3dx3. Ir III 0'11Z - ONIJVds SSn'SI ] - zL+0O3IV] 3HnS0dxz SflOfINIINO] - C'60nJ W.15 .SZ IY.OI3H Eoo*d xr3W 21ZVd Had I^.d ZLb -BEG 2'Y3HS SnOnNIINOJ - miOK-1 dO1 HLW DB - O33ds CNIM 2'IVd wad I'Id 88S -ZZ6 140ISN3I 'ONI]�L'E 7t'L'3IYI :3lSxS Ss11 3]YO3-CNIM NIVW 35tit31IJNI 10' ST 53CIIZ]NI Y SV 03NOIS30 SZ SSM9.1 hINd *I3d ISd 6OV-STS ONIddI2IO 'C35n SS3dts 33E4314 3AI1I13d3ZS aI03 666I']En - SC`:O"I CNIM 'E OZ•JS 3OnV'J OZ - 53IVTd DELI Zn-d5 r XZ 20'0 W18 (16-SQN '3 56-Id1I 7En )mwnl dx5 NO C3SYE ai-dD DELI Zb-es r XZ ZL'O dO1 Ol SWIdOISO] SISA7VKV 'Z NO11vxOddo:) x01I-33I E35i'T x3aknl 3ZIS ISJ S3III15n= NOSCIAVC IiIIN S3n7VA 31V'Id AZIUZA x8 C3'9n=v.Eru w S3SSIILdI 'T ((1OAIa-.4 E'31TV SSO7I9) 96-LT-9 3IVC Nn?I °531ON Ial OI Sl.''3O3NOJ ONI1" d Z-1'6E uOTFZZA -- Zemsjun DO-Tt-9 0 0 0 00-TT-5 JE 90-TT-9 00ZZI]I B LD-S- ox LO-00-1 Ox 60-90-9 9Q 6zzzHz H.Ln0K1'd'Vavaf)tuxxz 0 0000T s 00001 zVor E aor SORVE raA0 is-za xvas SEXX ` tivnZ5 -�r?, uo/U1/yb 1iLl) ub:Lb r 3177383440 DAVIDSO-N IT`D- LEj0 Qwx TYPE SPAN PI -HI OVERHANGS JOB MARK JCA2 10000 8 10000 0 ZARING"DARTMOT= ZHZZ29 D DG 4-11-06 HO 1-00-07 HO 4-01 �. ( 12 8I 2-i1-15 T 3xa= A 81 C TC 12-00 i 3-11.04 Bci 10000 ' 2-11-04 3-11-Oa UniSLir -- version 39.1.2 PLATING CONFORMS TO TPI NOTES: RUN DATE: 4-17-96 (GROSS AREA METHOD) 1. TRUSSES MANUFACTURED BY - VERIFY PLATE VALUES WITH DAVIDSON INDUSTRIES CST SIZE LU`tBER 1.15FB TEE -LOX CORPORATION 2. ANALYSIS CONFORMS TO TOP 0.24 2X 4 SP-;2 1720 GRIP EASED ON SYP LUMBER UBC (TPI-85 4 NDS-91). BTM 0.02 2X 4 SP-V2 1720 PLATES - 20 GAUGE ST-20 3. WIND LOADS - UMC.1903 EDIT: REPETITIVE MEMBER STRESS USED. GRIPPING 515-409 PSI PER PAIR TRUSS IS DESIGNED AS A INCLUDES 15.0% INCREASE MAIN WIND -FORCE RES SYSTE! LATERAL BPACING-. TENSION 922- 688 PLI PER PAIR WIND SPEED - 80 MPH TOP CHORD - CONTINUOUS SHEAR 638- 472 ?LI PER PAIR MEAN ROOF HEIGHT - 25' BT.M CiORD - CONTINUOUS EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 A 20C1 3.03 X 4.00 4.6 3.2 4. UNBALANCED LOADS CHECKED LOAD CASE 91 E (UNBLN LD FAC - 1.0, 0.0). LUMBER STRESS INCREASE: 15.Ot C S. ANCHOR TRUSS FOR A TOTAL LOADING LIVE DEAD (PSF) HORIZONTAL LOAD OF Ila LB TO? CHD 20.0 10.0 ". FASTEN TRUSS TO ERG E BTM CHD 0.0 10.0 FOR 83 LBS OF UPLIFT, TOTAL 20.0 20.0 40.0 WHILE PER1XITTING NO UPWARL SU2PORT CRITERIA MOVEMENT OF WALL OR ERG. JT REACT WIDTH JT REACT WIDT9 LBS IN-SX LES IN-SX A 135 3- 9 B 120 3- 8 LEFT RIGHT HEEL CiN - 45X MEMBR CST P(LES) M41ST M92ND TOP CHORDS A-B 0.24 57 C -45 C BOTTOM CHORDS A-C 0.02 0 T 120 0 WEBS DL-LL DEFL - 0.05" IN A-B LL DEFL - C.03" < BRG-S2AN/360 SPAN/DEFL (DL.LL) - 987 Qr L Te NO. Vp 6091D419 -o STATE Of: SroNA,L MAY 0 1 1991 UJ/U1/yb IitU U,�:Ly F-AX 3177383440 DAViD5UiN INi)- Lvj XARK FT3 AN,MJCA2 E SPAN P1-H1 OyERSANGS JOB :-, 10000 S 10000 0 ZARZNG"- TMOUTH' ZHZZ29 E DG 1-04-06 HO 1-00-0- HO 4-07 12 r 9 3x !— A 11-1$ T y.:u. ICI 12-CO I il-Oa BCI 1-00-00 L 1-00-00 9+ NOTES: OniSCa- -- Ver�io- 39.1.2 1. TRUSSES MANUFACTURED By - RUN DATE: 4-17-96 DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO CSI SIZE LUMBER 1.15F8 DEC ( a NDS-91) TOP 0.02 2X 4 SP-42 1720 3. WIND L- IIBC,1988 EDITD LOADS LOADS 8TH 0.02 2X 4 SP-42 1720 TRUSS 13 DESIGNED AS A REPETITIVE ?!EMBER STRESS USED. l MAIN WIvTJ-FORCS RES SYST`,' WIND SPEED - 80 MPH LATERAL BRACING: MEAN ROOF A - 2 TCP CHORD - CONTINUOUS GOROR CY - C EXPOSURE CATEGORY BTM CHORD - CONTINUOUS OCCUPA:7CY CATEGORY - 1 TRUSS SPACING - 24.0 IN. 4. UNBALANCED LOADS CHECKED LOAD CASE 41 LUMBER STRESS INCREASE: 15.Ot 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 LBS IN-SX LBS IN-SX A 37 3- 8 B 38 3- a LEFT RIGHT HEEL OIN - asx MEmBR CSI P(LBS) MQIST Ma2ND TOP CHORDS A-B 0.02 1,- C -45 0 80=cm CHORDS A-C 0.02 0 T 120 0 WEBS DL�LL DEFL - 0.00" AT C LL DEFT. < BRG-SPA1/360 SPAN/CEFL (DL-LL) - 999 PLATING CONFORMS TO TPI (CROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SY? LUMBER PLATES - 20 GAUGE 5T-20 GRIPPING 515-409 PSI PER PAIR INCLCDES 15.0k INCREASE TENSION 923- 688 PLI PER PAIR SHEAR 838- 472 PLI PER PAIR ,TT TYPE PLATE SIZE X Y A 2C01 3.00 X 4.00 4.6 3.2 B C (UNBLN LD FAC - I.0. 0.0). Nej- a Q? 60910419 -o STATE OF +'OKAL ��7z MAY 0 i 1996 05/01/96 WED 08:29 FAX 3177383440 DAVIDSON IND. 9U'�N Ityp SPAN j,Pl-El _ : s .OVERHANGS JOB 2 2.3 101100 10 10000 10000 ZARINGTDARTMOIITH -- ZEZZ29 16 028 MARK TC 1 1200 Bcl UniSCar -- version 39.1.2 RUN DATE: 4-17-96 - 2-?LY TRU55 - CSI SIZE LUMBER FH TOP 0.37 2R 4 SP-92 1500 HTM 0.55 2X 6 SP-41 1650 WBS 0.41 2X 4 S?-#3 850 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE 81 LUMBER STRESS INCREASE: 1S.0ir LOADING LIVE DEAD (PLF) TOP CHD 40.0 20.0 BTM CHD 299.2 319.2 TOTAL 339.2 339.2 678.3 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 3702 3- 8 C 3702 3- 8 LEFT RIGHT HEEL IIN - 14SX IIN - 14SX MEMBER FORCES (LBS) - EACH PLY TOP CHORDS A-B - 1057 C B-C - 1.857 C BOTTOM CHORDS A-E - 1426 T E-D 1013 T D-C - 1426 T WEBS E-B - 1181 T B-D 1181 T DL-LL DEFL - 0.09" IN B-C LL DZ L - 0.02" c BRG-SPAN/360 SPAN/DEFL (DL.LL) . 999 PLATES ARE FOR EACE PLY SXS.6= 1r-r -nc -na S-OS-08 i 5-05-09 1 1200 10-11-00 10-11-00 PLATING CONFORMS TO TPI (CROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOR CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE ST•20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.0% INCREASc TE:SSION 922- 688 PLI PER PAIR SHEAR 838- 472 PLI PER PAIR JT nPE PLATE SIZE X Y A 2001 4.00 X 4.00 4.2 3.6 B 3010 5.00 X 5.60 CTR 2.2 C 2001 4.00 X a.00 4.2 3.6 D 1001 3.00 X 5.60 CTR CTR E 1001 3.00 X 5.60 CTR CTR 00 O�ST�'9c� d' NO. 60910419 STATE O� � NOTES: I. TRUSSES KkNUFACTURED HY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (TPI-85 & NDS-91). 3. WINO LOADS - UBC.1988 EDITS TRUSS 25 DESIGNED AS A MAIN HIND -FORCE RES SYSTEM WIND SPEED - 90 MPH mEAN ROOF HEIGHT - 25' EXPOSURZ CATEGORY - C OCCUPANCY CATEGORY - 1 4. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. S. FASTEN TRUSS To BRG A FOR 909 LBS OF UPLIr;. WHILE PERM( TTING NO UPWARD MOVEME:ST OF WALL OR ERG. 6. FASTEN' TRUSS TO ZRG C FOR 909 1.35 OF UPLIFT, WHILE PERMITTING No UPWARD MOVEMENT OF WALL OR ERG. 7. GIRDER CONDITION: COMMON GIRDER TY?E. TIE-IN TRUSSES ON BTM CiiD WITH SPA;i OF 31.917 ft. 8. USE PROPERLY RATED Ha-NGSRS FOR LOADS FRAMING INTO TRDER TRUSS. 9. 2 COMPLETE TRUSSES REQUIRED. FASTEN TRUssrS TOGETHER W/ 10d NAILS AS EACH LAYER 15 APPLIED, STAGGERED AS FOLLOW,' MEMBER ROWS SPACING(IN1 TOP CHD 1 12.0 BTM CHD 2 .5 WEBS 1 12.0 PLUS CLUSIT..RS OF NAILS IF SHOWN, IONA� MAY 0 1 1996 s i a 1 7 M a INS .ALLAT'ON El- ALL fEH'ORARY AND PERNAMENT BR4CES AR -:-- ESSENTIAL. SEE 1RLSS DRAVINGS, H15-51 SJ1.11•IARY SWLEi, 114C SUTAMG DESiGNE2 REJUIREP NTS I; 2x8 SCABS IC BE FIELC APPLIE1 S=E '_' EK5. FOR ANE ADUI- IONAL !NF0Rt4Ai ;f jK h1 � 2: E_4RNIG ELCCKS TE BE - IE: D 4PPLIEL). SEE T— ENG. FL2 N„ILIN5 a:VC AJU:T' ANAL IHFIR'�,A-10'. D HUS?6 REOF TRUSS HANDERS RE(?UIRE- 10 CARRY F-001? @ Gi2D=R 'R:' t 3i-,I-GE b[uRIGG WALL P 5-0_--17 .4ff� RIB_— — I t I 04-00-00 13-11-04 t i f_ '. c — - ?LO:.P,I' CAN' ILC CR 4-1: jE' HIS SICC DN-Y. CL 7 DI u u. W 1W 3q 1Nvl is nh U ERHM4GS AS NECESSARY. PREY IE SUL ID BEAR'\!_ V •r BEPIS AKI EIRD-RS SEE A•UD:TIC`!„- hUTES ON L47- i Uf W10 !RUSS ENGINE> R AG SF;-[-S. USE S!1dPSC1•! HUS26 H:at•1GCkS D_C(IA� fC D_ APP_IED DE�O'�[ 'Js:LLEt'S ARE SEA ul -ESS ko [L 01HER PSE INSi4L A-L 1401•IGERS PER III— 19-n-cn 12-05-�a-—.I-Cl-08 14-01-08—j F1rt•1l,FaC IJ?ER`S C :LJL PIES. .: :7ri 1117C 1: DREES PREFERRED r oa o.�lav r DAVIDSON COLLECTION DARIMOUTH" EL_D' 1ST I+LR BRICK {YRAP.3-CAR SIDS U FCR knl a r n�i J& J SUPSUPER.BONLIS 10.1 LUMBER CO. N.T.S 7 "171 DP.D3.378 -_ iNS1ALLA1I614 OF ALL MIPUARY i-23-Ce-38 =_ ' 2E -11-30 ---�I AIQ PERMANENT VAUS ARE 2ra L:OGER ESS_�lTIA .SEC TRJSS DRk411t1GS. ..,..- HIB-9l SW-41ARY SHEE+, AND MLGTG GESIC'IER RE;;L 3E% T 3-07-08 31-1I1-03 SEE ► 4111-11-WL MOVES ON LAY - BUT AI -ID iRLSS ER•I61NURING SHt_c"S nrr<i,, -_ BE !+PPEI_U dE'-E c: LL'S ARC SET sr1: F i14 T 3-D7-OE _L 2XS SC 'IFS 10 OF FIELD APDLIL') SEE 'L' I NG - ER HAIUAG AId4 A ;D: I X'M .L \= ORPIATIL\: i 2.) NuS_� k001 f tUSS :d4:; BPS REQUIRE, CARRY L]CR r+ EP. 3.1 A 2k4 L+"_2IGEP, SI,rPOPIS ta!SS_S 'YY & YYI' SEE I101\UTAIL SHEET IIJC: t:CEs" 4) fra^_E iS aELC 4-112' BVC-t: FUR -OUT IPICLUIJED 1 14 -:)0 - 00 1 ADDlR7 HO`1E OVE.R-IANGS 4S NECESSARY. PF VIDE SC -ID BEAR'`•!S FY BEAD'S A%D G:g7ERS. .-vz• 37 -08 -08 19- It -G= ;' G J:•LL -10 -04 14-00-00 1 0 CGI,ILLVER 4-1/2' IH:S 5[CC CALY eauv DRHES PRHFERRED M"D,L r �IEDAVID�SON COLLECTIOV DARTMOUTH" HL.A 1ST r . ORICK.3-CAK SIDUA&I SUM )LR. QLUNEP. CO. .7— �` 0 ­ ' a*e CTH ItM.4'4 MRHG RM, t(.P S. 9/Y4j03 - UHUFC9Z2 OOKMCRS.00NUS R11