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HomeMy WebLinkAbout0206.97 Truss Plans ,QUAN"TYPE SPAN P1-111 OVERHANGS JOB MARX `.1 KI 110408 10 1008 1008 619000E R1 4 �. 4x6 II J a.j//cr-- HO 6-15 B HO 6-15 n I 12 / / / 10 5-03-13 TC / W1 TC 8x10 A 8x10 C //gial11111111b,%/N 4%1011 TC 1008 5-08-04 I 5-08-04 1008 BC 11-04-08 -- 11-04-08 ^1 UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER FB WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.89 2X 4 SP-#1 1850 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.86 2X•8 SP-#1 1500 USING GROSS AREA TEST. 3. PREVENT TRUSS ROTATION AT f WBS 0.72 2% 4 SP-#2 1500 PLATES - 20 GAUGE LOCK ALL BEARING LOCATIONS. ADDED LUMBER: GRIPPING 365-294 PSI PER PAIR 4. FASTEN EACH ADDED SCAB WITH A-D ' 2X 8 SP-#1 1500 INCLUDES 15.0% INCREASE ROWS 10d NAILS AT IN. D-C SAME AS A-D TENSION 1165- 480 PLI PER PAIR O.C. ALONG ENTIRE LENGTH. LUMBER STRESS INCREASE: 15.0% SHEAR 744- 458 PLI PER PAIR 5. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 215 LBS. LATERAL BRACING: JT TYPE PLATE SIZE X Y 6. GIRDER CONDITION: TOP CHORD - CONTINUOUS A 2015 8.00 X10.00 4.7 6.0 TIE-IN TRUSSES ON BTM CHD BTM CHORD - CONTINUOUS B 3001R 4.00 X 6.00 2.2 CTR WITH SPAN OF 34,- 0" TRUSS SPACING - 24.0 IN. C 2015 8.00 X10.00 4.7 6.0 7. USE PROPERLY RATED HANGERS 0 1001 4.00 X10.00 5.4 2.0 FOR LOADS FRAMING INTO LOADING LIVE DEAD (PLF) GIRDER TRUSS. TOP CHD 40.0 20.0 R = PLATE IS ROTATED BY 90 DEG BTM CHD 320.0 340.0 TOTAL 360.0 360.0 720.0 SUPPORT CRITERIA uyp1W einaNa JT REACT WIDTH JT REACT WIDTH .�"�,V� L. h. 4 LBS IN-SX LBS IN-SX �B➢ � 'O'r A 3885 3- 8 C 3885 3- 8 4 %-- "G∎STfRC`•��� 2 LEFT RIGHT 3 4V .Q- O . G• • HEEL 21N - 6SX 21N - 6SX 15515 � £ MEMBER FORCES (LBS) ‘2...2.,... STATE OF :Lt.i•TOP CHORDS ' ��VDIL1"Y--? A-B = 3035 C B-C = 3035 C l�(fn•....., .• -- ^ . BOTTOM CHORDS :ONA1. ' 'Ir A-D = 2331 T D-C = 2331 T °1 lif#nmmiNAUao°' WEBS D-B = 3562 T DL LL DEFL = 0.19" IN B-C LL DEFL = 0.04" < BRG-SPAN/360 . SPAN/DEFL (DL+LL) = 716 • QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 3 SCIS 330800 7 1008 1008 619000E R3 Y - 4. 4x6 II HO 4-05 B HO 4-05 i I 3x4< 3x40 H I 12 T1U 1 1U 7 3x6% 3x60 S1 52 10-02-02 2x4 �`: 2x4 G' D J 6x8= T1L �, T1L 3x10= B1 82 A 3x4= _13.5 E 3x10 3x4 C 12 O ,,,, oY 4 TC ° 16-10-00 16-10-00 I° BC 16-10-00 1 16-10-00 .- C 33-08-00 UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10• 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1.15FB WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.95 2X 4 SP-#1 2130 RIP BASED ON SPF/SYP LUMBER TPI-85 (NOS-91). BTM 0.88 2X 4 SP-#1 2130 SING GROSS AREA TEST. 3. BUILDING DESIGNER IS WBS 0.82 2X 4 SPF-#3 865 LATES - 20 GAUGE LOCK RESPONSIBLE FOR ADEQUATE EXCEPTIONS: RIPPING 365-243 PSI PER PAIR DESIGN OF TRUSS TO BRG D-B 2X 4 SP-#3 980 INCLUDES 15.0% INCREASE PLATE CONNECTION WHICH LUMBER STRESS INCREASE: 15.0% ENSION 1165- 480 PLI PER PAIR ALLOWS 0.57 INCHES OF REPETITIVE MEMBER STRESS USED. HEAR 744- 458 PLI PER PAIR HORZ. MOVEMENT AT JOINT C 4. ANCHOR TRUSS FOR A TOTAL t. LATERAL BRACING: T TYPE PLATE SIZE X Y HORIZONTAL LOAD OF 408 LBS. TOP CHORD - CONTINUOUS 2101 3.00 X10.00 8.3 2.2 BTM CHORD - CONTINUOUS •3001R 4.00 X 6.00 2.9 CTR TRUSS SPACING - 24.0 IN. 2101 3.00 X10.00 8.3 2.2 6070 6.00 X 8.00 CTR CTR LOADING LIVE DEAD (PSF) 1010 3.00 X 4.00 CTR CTR uotiNN BTM CHD 20.0 10.0 10.0 10007 2.00 X 4.00 CTR CTR : ,"� " f 0LYyq'2 TOTAL 20.0 20.0 40.0 1010 3.00 X 4.00 CTR CTR i "\�•''S-7.€R1'• I 1010 3.00 X 4.00 CTR CTR Q ;��'' CCQ./U" * SUPPORT CRITERIA J 1001 2.00 X 4.00 CTR CTR 4V . i_ JT REACT WIDTH JT REACT WIDTH S1 1100 3.00 X 6.00 CTR 0.2 P. 15Th 1 K LBS IN-SX LBS IN-SX S2 1100 3.00 X 6.00 CTR 0.2 ' ti; ;LJ E A 1323 3- 8 C 1323 3- 8 1 Z+ ; STATE OF :14-/ LEFT RIGHT = PLATE IS ROTATED BY 90 DEG t C), .'•.;N 01 f•St..-?1 HEEL OIN - 4SX OIN - 4SX ��7 /QIVA1. (c,��`r. MEMBER FORCES (LBS) "'0 Rnnhnfn tug""� TOP CHORDS A-G = 4239 C G-S1 = 3834 C S1-H = 3834 C H-B = 2655 C B-I = 2655 C I-S2 = 3834 C S2-J = 3834 C J-C = 4239 C BOTTOM CHORDS A-F = 3814 T F-D = 3118 T D-E = 3118 T E-C = 3814 T WEBS G-F = 373 C F-H = 583 T H-D = 734 C D-B = 2346 T D-I = 734 C I-E = 583 T E-J = 373 C DL+LL DEFL = 0.75" IN B-I LL DEFL = 0.35" < BRG-SPAN/360 OL+LL HORZ = 0.57" AT C SPAN/DEFL (DL+LL) = 541 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 3 SCIS 330800 7 1008 0 619000E 'R4 ' - .. 4x6 II HO 4-05 8 HO 4-05 o. f 3x4 i ce/ 12 TIU %:' 1 tU 3;4: 7 3x6* 3x6 S1 52 . 2� 10-02-02 2x4 +� -D" °= 2x4% G / -- 6x8= T1L � 2L 3x10:= , 82 A F E 7.-„..3x4% X3.5 3x4 12 v^aim 0 TC ° 16-10-00 , 16-10-00 BC1 16-10-00 1 16-10-00 B - 33-08-00 a UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1 .15E8 WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.95 2X 4 SP-#1 2130 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.88 2X 4 SP-#1 2130 USING GROSS AREA TEST. 3. BUILDING DESIGNER IS WBS 0.82 2% 4 SPF-#3 865 PLATES - 20 GAUGE. LOCK RESPONSIBLE FOR ADEQUATE EXCEPTIONS: GRIPPING 365-243 PSI PER PAIR DESIGN OF TRUSS TO BRG D-B 2% 4 SP-#3 980 INCLUDES 15.0% INCREASE PLATE CONNECTION WHICH LUMBER STRESS INCREASE: 15.0% TENSION 1165- 480 PLI PER PAIR ALLOWS 0.57 INCHES OF REPETITIVE MEMBER STRESS USED. SHEAR 744- 458 PLI PER PAIR HORZ. MOVEMENT AT JOINT C 4. ANCHOR TRUSS FOR A TOTAL i LATERAL BRACING: JT TYPE PLATE SIZE X Y HORIZONTAL LOAD OF 408 LBS. TOP CHORD - CONTINUOUS A 2101 3.00 X10.00 8.3 2.2 BTM CHORD - CONTINUOUS B 3001R 4.00 X 6.00 2.9 CTR TRUSS SPACING - 24.0 IN. C 2101 3.00 X10.00 8.3 2.2 D 6070 6.00 X 8.00 CTR CTR LOADING LIVE DEAD (PSF) E 1010 3.00 X 4.00 CTR CTR �pAU Iau TOP CHD 20.0 10.0 F 1010 3.00 X 4.00 CTR CTR ,pT`�°A\- L n§ Ay,2 BTM CHD 0.0 10.0 G 1001 2.00 X 4.00 CTR CTR \` '! .E• TOTAL 20.0 20.0 40.0 H 1010 3.00 X 4.00 CTR CTR :'GAS TER "/ - 8 I 1010 3.00 X 4.00 CTR CTR L .•�` `°p SUPPORT CRITERIA J 1001 2.00 X 4.00 CTR CTR 3 r JT REACT WIDTH JT REACT WIDTH S1 1100 3.00 X 6.00 CTR 0.2 1 5 1 5 x LBS IN-SX LBS IN-S% S2 1100 3.00 X 6.00 CTR 0.2 �t STATE OF 4�• A 1323 3- 8 C 1323 3- 8 R = PLATE IS ROTATED BY 90 DEG �i8!`.••.,�nZpIPC�Z,•':A�� LEFT RIGHT <�n%•••••••"�,."% 1 HEEL OIN - 4SX OIN - 4SX 4�4 tJ ONAIc' 4dggmnnn nmS$" MEMBER FORCES (LBS) TOP CHORDS A-G = 4239 C G-S1 = 3834 C SI-H = 3834 C H-B = 2655 C B-I = 2655 C I-S2 = 3834 C S2-J = 3834 C J-C = 4239 C BOTTOM CHORDS A-F = 3814 T F-D = 3118 1 D-E = 3118 T E-C = 3814 T WEBS G-F = 373 C F-H = 583 T H-D = 734 C D-B = 2346 T D-I = 734 C I-E = 583 T E-J = 373 C DL+LL DEFL = 0.75" IN B-I LL DEFL = 0.35" < BRG-SPAN/360 OL+LL HORZ = 0.57" AT C SPAN/DEFL (DL+LL) = 541 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 2 SCIS 330800 7 1008 0 619000E R6 4x6 II NO 4-05 B HO 4-05 3H4* /� 12 T1U 1 T1U 3x4 '' 7 3x60 i 3x6* S1 2 / S2 10-02-02 2x4 0 3 sv./ w 2x4-:: G J T1L �- 2L 3x10-% 8 9 B2 A 7 E 3x10 6 3x4= C ,J. � gib, 1� 3x4 B3 T•L9'. Lx 4 A TC Io • 16-10-00 16-10-00 BC 16-10-00 16-10-00 6 33-08-00 C UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1 .15FB WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.95 2X 4 5P-#1 2130 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.88 2X 4 SP-#1 2130 USING GROSS AREA TEST. 3. BUILDING DESIGNER IS WBS 0.82 2% 4 SPF-#3 865 PLATES - 20 GAUGE LOCK RESPONSIBLE FOR ADEQUATE EXCEPTIONS: GRIPPING 365-243 PSI PER PAIR DESIGN OF TRUSS TO BRG D-B 2% 4 SP-#3 980 INCLUDES 15.0% INCREASE PLATE CONNECTION WHICH LUMBER STRESS INCREASE: 15.0% TENSION 1165- 480 PLI PER PAIR ALLOWS 0.57 INCHES OF REPETITIVE MEMBER STRESS USED. SHEAR 744- 458 PLI PER PAIR HORZ. MOVEMENT AT JOINT C 4. ANCHOR TRUSS FOR A TOTAL I LATERAL BRACING: JT TYPE PLATE SIZE X Y HORIZONTAL LOAD OF 408 LBS. ' TOP CHORD - CONTINUOUS A 2101 3.00 X10.00 8.3 2.2 BTM CHORD - CONTINUOUS B 3001R 4.00 X 6.00 2.9 CTR TRUSS SPACING - 24.0 IN. C 2101 3.00 X10.00 8.3 2.2 D 6070 6.00 X 8.00 CTR CTR LOADING LIVE DEAD (PSF) E 1010 3.00 X 4.00 CTR CTR TOP CHD 20.0 10.0 F 1010 3.00 X 4.00 CTR CTR �. p00101{ ryUwb BTM CHD 0.0 10.0 G 1001 2.00 X 4.00 CTR CTR �S`^\ ` [L1 ' k. TOTAL 20.0 20.0 40.0 H 1010 3.00 X 4.00 CTR CTR �,p`Y�\\`•G;ST.. ,p,¢� I 1010 3.00 X 4.00 CTR CTR T' SUPPORT CRITERIA J 1001 2.00 X 4.00 CTR CTR r.' •'r.4 to..-.. i JT REACT WIDTH JT REACT WIDTH S1 1100 3.00 X 6.00 CTR 0.2 3 �:• i_ LBS IN-S% LBS IN-SX 52 1100 3.00 X 6.00 CTR 0.2 s' T 15515 ; rc A 1323 3- 8 C 1323 3- 8 'o Z t !=u R = PLATE IS ROTATED BY 90 DEG 3 STATE OF �i � c• LEFT RIGHT ?:O-F.•••/A/DIA,,P• '� HEEL OIN - 4SX OIN - 4SX n .......1• MEMBER FORCES (LBS) e su�oNAL ` 0 TOP CHORDS A-G = 4239 C G-51 = 3834 C 51-H = 3834 C H-B = 2655 C B-I = 2655 C I-S2 = 3834 C S2-J = 3834 C J-C = 4239 C BOTTOM CHORDS A-F = 3814 T F-D = 3118 T D-E = 3118 T E-C = 3814 T WEBS G-F = 373 C F-H = 583 T H-D = 734 C D-B = 2346 T D-I = 734 C I-E = 583 T E-J = 373 C DL+LL DEFL = 0.75" IN B-I LL DEFL = 0.35" < BRG-SPAN/360 I DULL HORZ = 0.57" AT C SPAN/DEFL (DL+LL) = 541 , QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 MQ 330800 - 7 1008 0 619000E IR5 4x6 II HO 4-05 B HO 4-05 . 2x4 II 2x4 II 12 HT1U .---- / tUl 7 3x6% ------- 3x6c S2 S3 10702-02. 2x4-11-. 0 3 3 +" 2x4--A G J 2 ST1L 2L 3x6= 3x6= A C Lam- B1L F S1 ✓ D 81R - 4x8= 3x6= 4x8= m 0 TC - 16-10-00 I 16-10-00 BC 33-08-00 -; 33-08-00 GY UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR. 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1 .15F8 WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.39 2% 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.96 2X 4 SP-#2 1720 USING GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL WBS 0.76 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK HORIZONTAL LOAD OF 408 LBS. LUMBER STRESS INCREASE: 15.0% GRIPPING 365-243 PSI PER PAIR REPETITIVE MEMBER STRESS USED. INCLUDES 15.0% INCREASE, TENSION 1165- 480 PLI PER PAIR LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR ( TOP CHORD - CONTINUOUS _amieN BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y �p� TRUSS SPACING - 24.0 IN. A 2001 3.00 X 6.00 5.6 2.8 �• too B 3010R 4.00 X 6.00 2.9 CTR �8 \\�,.•;r'�TE r.�� LOADING LIVE DEAD (PSF) C 2001 3.00 X 6.00 5.6 2.8 "� C' FOB f TOP CHD 20.0 10.0 D 1070 4.00 X 8.00 CTR CTR �Z'Q'� c I.BTM CHD 0.0 10.0 F 1070 4.00 X 8.00 CTR CTR 15515 n x `- TOTAL 20.0 20.0 40.0 G 1001 2.00 X 4.00 CTR CTR -_,T i,�J o H 1001 2.00 X 4.00 CTR CTR ^ • STATE OF . J,, SUPPORT CRITERIA I 1001 2.00 X 4.00 CTR CTR �iC`•�•.,TYpIP4 rr:: ?'" JT REACT WIDTH JT REACT WIDTH J 1001 2.00 X 4.00 CTR CTR LBS IN-SX LBS IN-SX Si 1100 3.00 X 6.00 CTR 0.2 �,``fts'/pN... '/- A 1323 3- 8 C 1323 3- 8 S2 1100 3.00 X 6.00 CTR 0.2 '�eill nmxmul`O S3 1100 3.00 X 6.00 CTR 0.2 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX R = PLATE IS ROTATED BY 90 DEG MEMBER FORCES (LBS) TOP CHORDS A-G = 2072 C G-S2 = 1755 C S2-H = 1755 C H-B = 1755 C B-I = 1755 C. I-S3 = 1755 C S3-J = 1755 C J-C = 2072 C BOTTOM CHORDS A-F = 1790 T F-S1- = 1116 T S1-0 = 1116 T D-C = 1790 T WEBS G-F = 324 C F-H = 328 C F-B = 825 T B-D = 825 T D-I = 328 C D-J = 324 C DL+LL DEFL = 0.50" IN A-F LL DEFL = 0.09" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 806 QUAN 'TYPE SPAN P1-H1 OVERHANGS JOB MARK 10 MQ 330800 7 1008 0 619000E R18 4x6 11 HO 4-05 B HO 4-05 1' 2x411 c� 2x411 H ''� I 12 T1U� 1U 7 36, 3x6 S2 S3 10-02-02 2x4 0 3 "s 2x44 G J T1L 11 3x6= 3x6= A C VA CA •F S1 D A 4x8= 3x6= 4x8= m m TC - 16-10-00 I 16-10-00 I° BC 33-08-00 .a- -- 33-08-00 c. UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1 .15FB WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.39 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.96 2X 4 SP-#2 1720 USING GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL WBS 0.76 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK HORIZONTAL LOAD OF 408 LBS. LUMBER STRESS INCREASE: 15.0% GRIPPING 365-243 PSI PER PAIR REPETITIVE MEMBER STRESS USED. INCLUDES 15.0% INCREASE TENSION 1165- 480 PLI PER PAIR LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR i TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y MUIWOm�r TRUSS SPACING - 24.0 IN. A 2001 3.00 X 6.00 5.6 2.8 �pd r #7ryg B 3010R 4.00 X 6.00 2.9 CTR pa` A\ \_. •44O4).6%. e LOADING LIVE DEAD (PSF) C 2001 3.00 X 6.00 5.6 2.8 \ T '` TOP CHD 20.0 10.0 D 1070 4.00 X 8.00 CTR CTR ..:•..GAS ERFO./f tt BTM CHD 0.0 10.0 F 1070 4.00 X 8.00 CTR CTR _ TOTAL 20.0 20.0 40.0 G 1001 2.00 X 4.00 CTR CTR g �•' `- H 1001 2.00 X 4.00 CTR CTR ;3 1 J') SUPPORT CRITERIA I 1001 2.00 X 4.00 CTR CTR ' tit stA - Or �. e JT REACT WIDTH JT REACT WIDTH J 1001 2.00 X 4.00 CTR CTR G.r•,•••�VOiP„It- • .. �a' LBS IN-5X LBS IN-SX S1 1100 3.00 X 6.00 CTR 0.2 A 1323 3- 8 C 1323 3- 8 S2 1100 3.00 X 6.00 CTR 0.2 s, ••.•••••1. •<`� S3 1100 3.00 X 6.00 CTR 0.2 ''i'A'ION'�1 ":I LEFT RIGHT HEEL OIN - 4SX OIN - 4SX R = PLATE IS ROTATED BY 90 DEG MEMBER FORCES (LBS) TOP CHORDS A-G = 2072 C G-S2 = 1755 C 52-H = 1755 C H-B = 1755 C B-I = 1755 C I-S3 = 1755 C 53-J = 1755 C J-C = 2072 C BOTTOM CHORDS A-F = 1790 T F-S1 = 1116 T S1-D = 1116 T D-C = 1790 1 WEBS G-F = 324 C F-H = 328 C F-B = 825 T B-D = 825 T D-I = 328 C D-J = 324 C DL LL DEFL = 0.50" IN A-F LL DEFL = 0.09" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 806 o` , SPAN P1-H1 OVERHANGS JOB MARK * did9 ":30800 1 7 1008 1008 619000E tR7 ` e-s■4 f t\ / 2x4 11 d'-`6 P t (II JJ 4x6= ��4'111 CCCCCC [ c14 4-0'- 2x4 II 2x411 B 2x4 II HO 4-05 • J E I I KK aK LL 2x4 11• 2x4 11 OO _ �i!__e`. 2x4 II .MM $ TE OF r�J 2x4 11 2x4 11 • HN NN 3x6 �O�n'/j�;A'.+(a 7� 2x411FF 2x411 TItU 1U PP 2x431 QOpUKgNAI- '11 2x411EE 52. GG 00 2x411 ft#ntgrynMpM 2x411 DD RR 2x411 10=-02-02- B8 .2x4 II E SS 2x411 2x411 CC °} '' TT 2x411 AA UU 5 6 I'IG i 3A6 M© 3 . 4 IIi`23C6 -7\ A A Z X V T R P N L J H F D 2x4 1 1 2x4 II 2x4 I I 2x4 I I 2x4 I I 2x4 I I 2x4 I I 2x4 I I 2x4 11 2x4 I I 2x4 II 2x4 I I Y W U S 0 0 M K I G E 2x4 I I 2x4 1 1 2x4 I I 2x4 I I 2x4 11 2x4 11 2x4 I I 2x4 I I 2x4 I I 2x4 I I 2x4 I I S1 3x6= m m TC I 2 16-10-00 16-10-00 BC1 1 1 1 I I I 1 l I I 1 I 1 I I I I I I 1 o 0 o 0 o 0 0 0 o 0 0 0 o o 0 0 o O 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N V V V V V V .S V V V V V V V -V JJ O V V -4 V V' N ,O O O O O o O O o o o 308O0 0 O O 0 0 O o 0 O � UniStar -- Version 39.5.3 MEMBR CSI PUBS) Ma1ST Ma2N T TYPE PLATE SIZE X Y RUN DATE: 10- 4-96 BOTTOM CHORDS 2001 3.00 X 6.00 5.3 2.9 A-Z 0.02 11 T 0 -7 3001 4.00 X 6.00 CTR 2.2 CSI SIZE LUMBER 1.15E8 2-Y 0.01 11 T 78 -2 2001 3.00 X 6.00 5.3 2.9 TOP 0.04 2X 4 SP-#2 1720 Y-X 0.01 11 T 23 -3 1001 2.00 X 4.00 CTR CTR BTM 0.02 2X 4 SP-#2 1720 X-W 0.01 11 T 38 -3 1001 2.00 X 4.00 CTR CTR WBS 0.10 2X 4 SPF-#3 865 W-V 0.01 11 T 34 -3 1001 2.00 X 4.00 CTR CTR LUMBER STRESS INCREASE: 15.0% V-U 0.01 11 T 35 -3 1001 2.00 X 4.00 CTR CTR 1 REPETITIVE MEMBER STRESS USED. U-T 0.01 11 T 35 -3 1001 2.00 X 4.00 CTR CTR T-5 0.01 11 T 35 -3 I 1001 2.00 X 4.00 CTR CTR LATERAL BRACING: S-R 0.01 11 T 35 -3 J 1001 2.00 X 4.00 CTR CTR TOP CHORD - CONTINUOUS R-0 0.01 11 1 34 -3 K 1001 2.00 X 4.00 CTR CTR BIM CHORD -. CONTINUOUS 0-P 0.01 11 T 37 -2 L 1001 2.00 X 4.00 CTR CTR ONE BRACE - 0-JJ P-KK 0-B P-S1 0.01 11 T 27 M 1001 2.00 X 4.00 CTR CTR - N-LL M-MM S1-0 0.01 11 T 0 -2 N 1001 2.00 X 4.00 CTR CTR TRUSS SPACING - 24.0 IN. 0-N 0.01 11 T 29 -3 0 1001 2.00 X 4.00 CTR CTR N-M 0.01 11 T 37 -3 P 1001 2.00 X 4.00 CTR CTR LOADING LIVE DEAD (PSF) M-L 0.01 11 T 35 -3 0 1001 2.00 X 4.00 CTR CTR TOP CHD 20.0 10.0 L-K 0.01 11 T 35 -3 R 1001 2.00 X 4.00 CTR CTR BIM CHD 0.0 10.0 K-J 0.01 11 T 35 -3 S 1001 2.00 X 4.00 CTR CTR TOTAL 20.0 20.0 40.0 J-I 0.01 11 T 35 -3 T 1001 2.00 X 4.00 CTR CTR I-H 0.01 11 T 35 -3 U 1001 2.00 X 4.00 CTR CTR SUPPORT CRITERIA H-G 0.01 11 T 35 -3 V 1001 2.00 X 4.00 CTR CTR BOTTOM CHORD CONTINUOUSLY G-F 0.01 11 T 34 -3 W 1001 2.00 X 4.00 CTR CTR SUPPORTED ALONG ENTIRE LENGTH. F-E 0.01 11 T 38 -2 X 1001 2.00 X 4.00 CTR CTR E-D 0.01 11 T 23 -7 Y 1001 2.00 X 4.00 CTR CTR LEFT RIGHT D-C 0.01 11 T 78 Z 1001 2.00 X 4.00 CTR CTR HEEL OIN - 45X OIN - 4SX EBS AA 1001 2.00 X 4.00 CTR CTR Z-AA = 116 Y-BB = 70 BB 1001 2.00 X 4.00 CTR CTR MEMBR CSI PUBS) Ma1ST 1422ND X-CC = 83 W-DD = 77 CC 1001 2.00 X 4.00 CTR CTR TOP CHORDS V-EE = 82 U-FF = 86 DD 1001 2.00 X 4.00 CTR CTR A-AA 0.04 7 C 0 -226 T-GG = 76 S-HH = 81 EE 1001 2.00 X 4.00 CTR CTR AA-BB 0.04 17 C 226 -83 R-II = 80 Q-JJ = 81 FF 1001 2.00 X 4.00 CTR CTR BB-CC 0.02 11 C 83 -110 P-KK = 87 0-B = 56 GG 1001 2.00 X 4.00 CTR CTR CC-DO 0.02 12 C 110 -99 N-LL = 87 M-MM = 81 HH 1001 2.00 X 4.00 CTR CTR DD-EE 0.02 11 C 99 -146 L-NN = 80 K-00 = 81 II 1001 2.00 X 4.00 CTR CTR EE-52 0.02 20 C 146 0 J-PP = 76 I-GO = 86 JJ 1001 2.00 X 4.00 CTR CTR S2-FF 0.03 0 T 0 -163 H-RR = 82 G-55 = 77 KK 1001 2.00 X 4.00 CTR CTR FF-GG 0.03 14 C 163 -99 F-TT = 83 E-UU = 70 LL 1001 2.00 X 4.00 CTR CTR GG-HH 0.02 12 C 99 -105 0-VV = 116 MM 1001 2.00 X 4.00 CTR CTR HH-11 0.02 12 C 105 -106 NN 1001 2.00 X 4.00 CTR CTR II-JJ 0.02 12 C 106 -110 DL+LL DEFL = .00" IN B-LL 00 1001 2.00 X 4.00 CTR CTR JJ-KK 0.02 12 C 110 -103 LL DEFL < BRG-SPAN/360 PP 1001 2.00 X 4.00 CTR CTR KK-B 0.02 15 C 103 0 SPAN/DEFL (OL+LL) = 999 00 1001 2.00 X 4.00 CTR CTR B-LL 0.02 15 C 0 -103 RR 1001 2.00 X 4.00 CTR CTR LL-MM 0.02 12 C 103 -110 PLATING CONFORMS TO UBC SS 1001 2.00 X 4.00 CTR CTR MM-NN 0.02 12. C 110 -106 (ICBO 4994 DILHR 940003-N)- TT 1001 2.00 X 4.00 CTR CTR NN--00 0.02 12 C 106 -105 PLATE VALUES MAY BE VERIFIED UU 1001 2.00 X 4.00 CTR CTR 00-PP 0.02 12 C 105 -99 WITH ROBBINS ENGINEERING. VV 1001 2.00 X 4.00 CTR CTR PP-00 0.03 14 C 99 -163 GRIP BASED ON SPF/SYP-LUMBER S1 1100 3.00 X 6.00 CTR 0.2 00-S3 0.03 0 T 163 0 USING GROSS AREA TEST. S2 1100 3.00 X 6.00 CTR 0.2 • S3-RR 0.02 20 C 0 -146 PLATES - 20 GAUGE LOCK. S3 1100 3.00 X 6.00 CTR 0.2 • RR-SS 0.02 11 C 146 -99 GRIPPING 365-243 PSI PER PAIR SS-TT 0.02 12 C 99 -110 INCLUDES 15.07. INCREASE TT-UU 0.02 11 C 110 =83 TENSION 1165- 480 PLI. PER PAIR UU-VV 0.04 17 C 83 -226 SHEAR 744- 458 PL1 PER PAIR VV-C 0.04 7 C 226 0 QUAN TYPE SPAN P1-H1 OVERHANGS ' JOB jMARK 1 1 G16 110408 10 1008 1008 619000E 8 - 4x4= HO 6-15 HO 6-15 B e i 2x4 II 111 2x4 II M N / 12 2x411 •r 2x411 . 10 L 0 5-03-13 TC % 4 s* TC 2x411 2x4 11 P K A3 A4,Ai - .4., ..%..: MW /VI �1 a 0 /A\ A a 2x4 II I I H G F E D 2x4 I I 2x4 I I 2x4 I I 2x4 I I 2x4 I I TC 1008 5-08-04 I 5-08-04 1008 BC 1-08-04 11-04-00 11-04-00 11-04-00 ' 1-04-00 1 1-04-00 1 1-04-00 1 1-08-04 -- 11-04-08 - UniStar -- Version 39.5.3 MEMBR CSI PUBS) M21ST Ma2ND NOTES: RUN DATE: 10- 4-96 G-F 0.01 17 1 35 -35 1 . TRUSSES MANUFACTURED BY - F-E 0.01 17 T 38 -29 PRECISION TRUSS 5YS. CSI SIZE LUMBER 1.15FB E-D 0.01 17 T 26 -61 2. ANALYSIS CONFORMS TO TOP 0.03 2X 4 SP-#2 1720 D-C 0.02 20 T 98 78 TPI-85 (NDS-91). BTM 0.02 2X 4 SP-#2 1720 WEBS 3. ANCHOR TRUSS FOR A TOTAL i. WBS 0.03 2X 4 SPF-#3 865 J-K - 92 C I-L = 79 C HORIZONTAL LOAD OF 223 LBS. WDGaA 2X 4 SP-#2 H-M = 78 C G-B = 56 C WDGRC 2% 4 SP-#2 F-N = 78 C E-0 = 79 C LUMBER STRESS INCREASE: 15.0% D-P = 92 C REPETITIVE MEMBER STRESS USED. ��W DL+LL DEFL = 0.00" IN B-N ���w'`� IHM(./ .4. .1&N b. LATERAL BRACING: LL DEFL < BRG-SPAN/360 4* (_. + TOP CHORD - CONTINUOUS SPAN/DEFL (DL+LL) = 999 ..• • . BTM CHORD - CONTINUOUS 1153:44• \ :G?STE'{�i• �P t TRUSS SPACING - 24.0 IN. PLATING CONFORMS TO UBC e"-C : (ICB0 4994, DILHR 940003-N) 3 T 15515 .- LOADING LIVE DEAD (PSF) PLATE VALUES MAY BE VERIFIED :W E TOP CHD 20.0 10.0 WITH ROBBINS ENGINEERING. 3t STATE OF 'Lad BTM CHO 0.0 10.0 GRIP BASED ON SPF/SYP LUMBER p 1,<� TOTAL 20.0 20.0 40.0 USING GROSS AREA TEST. #j.•• ;N Oi/4t.' PLATES - 20 GAUGE LOCK f SUPPORT CRITERIA GRIPPING 365-243 PSI PER PAIR ` /ON........ - �'0f BOTTOM CHORD CONTINUOUSLY INCLUDES 15.0% INCREASE AARON 0 SUPPORTED ALONG ENTIRE LENGTH. TENSION 1165- 480 PLI PER PAIR SHEAR 744- 458 PLI PER PAIR LEFT RIGHT HEEL 2IN - 6SX 21N - 6SX JT TYPE PLATE SIZE X Y A 2001 3.00 X 4.00 1.4 1 .7 MEMBR CSI P(LBS MOIST Ma2ND B 3001 4.00 X 4.00 CTR 2.2 TOP CHO D5 C 2001 3.00 X 4.00 1.4 1.7 A-K 0.03 23 78 -168 D 1001 2.00 X 4.00 CTR CTR K-L 0.02 23 132 -100 E 1001 2.00 X 4.00 CTR CTR L-M 0.02 22 107 -97 F 1001 2.00 X 4.00 CTR CTR M-B 0.02 21 94 -118 G 1001 2.00 X 4.00 CTR CTR 8-N 0.02 21 118 -94 H 1001 2.00 X 4.00 CTR CTR N-0 0.02 22 97 •107 I 1001 2.00 X 4.00 CTR CTR 0-P 0.02 23 100 -132 J 1001 2.00 X 4.00 CTR CTR P-C 0.03 23 168 -78 K 1001 2.00 X 4.00 CTR CTR BOTTOM C ORDS L 1001 2.00 X 4.00 CTR CTR A-J 0.02 20 -78 -98 M 1001 2.00 X 4.00 CTR CTR. J-I 0.01 17 61 -26 N 1001 2.00 X 4.00 CTR CTR I-H 0.01 17 29 -38 0 1001 2.00 X 4:00 CTR CTR H-G 0.01 17 35 -35 P 1001 2.00 X 4.00 CTR CTR • QUAN TYPE SPAN P1-H1 OVERHANGS JOB !ORR 1 VS.A 101110 10 0 0 619000E - 4x4= A I LI i 12 10 IC //// 11666. 4-06-14 1 ur NT A A a 3x4 i D C 2x4 II 3x4* TCI 5-05-13 1 5-05-13 BC 5-05-13 I 5-05-13 G 10-11-10 UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1 .15FB WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.40 2% 4 5P-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NOS-91). BTM 0.15 2% 4 SP-#2 1720 USING GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL WBS 0.11 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK HORIZONTAL LOAD OF 208 LBS. LUMBER STRESS INCREASE: 15.0% GRIPPING 365-243 PSI PER PAIR REPETITIVE MEMBER STRESS USED. INCLUDES 15.0% INCREASE TENSION 1165- 480 PLI PER PAIR Hlau LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR \4p111 �p��0Wq� TOP CHORD - CONTINUOUS `B' y `. II'IQQp. BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y \ '! TRUSS SPACING - 24.0 IN. A 2003 3.00 X 4.00 4.1 3.2 .4 y�;'G`ST`R• '`/ 9 B 3001 4.00 X 4.00 CTR 2.2 S-- it� FOB. ffi LOADING LIVE DEAD (PSF) C 2003 3.00 X 4.00 4.1 3.2 15b1.5 t TOP CHD 20.0 10.0 D 1001 2.00 X 4.00 CTR CTR BTM CHD 0.0 10.0 3 .711 OF TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA Q3� Y;;;;;; - ,..,:::51 BOTTOM CHORD CONTINUOUSLY 4'/iy‘VON A1. tots SUPPORTED ALONG ENTIRE LENGTH. ��ilannximoti�S LEFT RIGHT GIRD OIN - OSX OIN - OSX MEMBR CSI P(LBS) Ma1ST Ma2ND TOP CHORDS A-B 0.40 83 C 0 0 B-C 0.40 83 C 0 0 BOTTOM CHORDS A-0 0.15 63 T 0 -808 D-C 0.15 63 T 808 0 WEBS D-B = 207 C DL+LL DEFL = 0.15" IN 8-C LL DEFL < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 878 QUAN' TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 VS.A 80200 10 0 0 619000E R10 3x4= n 12 10 TC TC 3-04-13 - A x4/i 3x4• TC 4-01-00 4-01-00 BC I8-02-00 C1 - 8-02-00 s UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1 .15FB WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.22 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.31 2% 4 SP-#2 1720 USING GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL LUMBER STRESS INCREASE: 15.0% PLATES - 20 GAUGE LOCK HORIZONTAL LOAD OF 154 LBS. REPETITIVE MEMBER STRESS USED. GRIPPING 365-294 PSI PER PAIR INCLUDES 15.0% INCREASE LATERAL BRACING: TENSION 1165- 480 PLI PER PAIR TOP CHORD - CONTINUOUS SHEAR 744- 458 PLI PER PAIR BTM CHORD - CONTINUOUS vpwarl�y(4q�hrG'�0 TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y of a ' O9 A 2003 3.00 X 4.00 4.1 3.2 ,�• . V• •••••T•..•.• LOADING LIVE DEAD (PSF) 8 3000 3.00 X 4.00 CTR 2.2 3aQ;• C'\5 �RcQ /c� TOP CHD 20.0 10.0 C 2003 3.00 X 4.00 4.1 3.2 lcr ; BTM CHD 0.0 10.0 3 1;51b In-- = TOTAL 20.0 20.0 40.0 3 r :ttJ T t STATE OF •y SUPPORT CRITERIA 'I' 0 11\1 N'.' - f BOTTOM CHORD CONTINUOUSLY �KC` '• D' .•' �" a` SUPPORTED ALONG ENTIRE LENGTH. cS ,t S ON A „ LEFT RIGHT 'rr�rMumimwrr�^�����\` GIRD OIN - OSX OIN - OSX MEMBR CSI P(LBS) M81ST Ma2ND TOP CHORDS A-B 0.22 178 C 0 0 B-C 0.22 178 C 0 0 BOTTOM CHORDS A-C 0.31 137 T 0 0 WEBS OL+LL DEFL = 0.17" IN A-C LL DEFL < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 564 • QUAN TYPE SPAN P1-H1 OVERHANGS JOB . MARK 1 TR 50406 10 0 0 , 619000E R11 . . 3x4= 4, 12 // ill 101 Z j / TC / TC 2-02-13 A A x4%- C 3x40 TC - 2-08-03 I 2-08-03 BC 5-04-06 a 5-04-06 =-1 UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 CICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1.15E8 WITH BOBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO 1. TOP 0.07 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.13 2X 4 -SP-#2 1720 USING GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL LUMBER STRESS INCREASE: 15.0% PLATES 20 GAUGE LOCK HORIZONTAL LOAD OF 101 LBS. REPETITIVE MEMBER STRESS USED. GRIPPING 365-294 PSI PER PAIR INCLUDES 15.0% 'INCREASE LATERAL BRACING: TENSION 1165- 480 PLI PER PAIR giontunio TOP CHORD - CONTINUOUS SHEAR 744- 458 PLI PER PAIR _p,�`1�, ` M� 'q� BTM CHORD - CONTINUOUS O`' 'r4'�L. TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y TM._ �G\ST`RF'•!��$ A 2003 3.00 X 4.00 4.1 3.2 •44 O: LOADING LIVE DEAD (PSF) B 3000 3.00 X 4.00 CTR 2.2 1 TOP CHD 20.0 10.0 C 2003 3.00 X 4.00 4.1 3.2 1 5 5 1 5 ; ( BTM CHD 0.0 10.0 -r l STATE OF . L`' TOTAL 20.0 20.0 40.0 •, P :Za:�:E '•.INDIA . _^ F JT REACT WIDTH JT REACT WIDTH F`�S/OrN AV �., LBS IN-SX LBS IN-SX 'kAAAneRRA0**W A 194 3- 8 C 188. 3- 8 LEFT RIGHT GIRD OIN - OSX OIN - OSX MEMBER FORCES (LBS) TOP CHORDS A-B = 113 C B-C = 113 C BOTTOM CHORDS A-C = 87 T WEBS DL+LL DEFL = 0.03" IN A-C LL DEFL c BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 QIIANI TYPE SPAN P1—H1 OVERHANGS JOB MARK 1 TR 20613 10 0 0 619000E R12 HO 1 B, 12 12 9.93 10 TG t:i: iyfi'xsyGI`' C 1-00-13 g ; A 3x4- TC 1-03-06 1-03-07 BC 2-06-13 2-06-13 UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1 . TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1.15F8 WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.01 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.03 2X 4 SP-#2 1720 USING GROSS AREA TEST. LUMBER STRESS INCREASE: 15.0% PLATES - 20 GAUGE LOCK REPETITIVE MEMBER STRESS USED. GRIPPING 365-294 PSI PER PAIR m:pU INCLUDES 15.0% INCREASE ��y 1,i u'ry LATERAL BRACING: TENSION 1165- 480 PLI PER. PAIR .#'Lx `. 410 rf% TOP CHORD - CONTINUOUS BTTM CHORD - CONTINUOUS SHEAR 744- 458 PLI PER PAIR 3i''a�a�\•`G`y TERe���n c TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y /424 O s A 2003 3.00 X 4.00 4.1 3.2 15515 S• LOADING LIVE DEAD (PSF) B 3000 3.00 X 4.00 CTR 2.2 TOP CHD 20.0 10.0 C 2003 3.00 X 4.00 4.1 3.2 3 Wit STATE of BTM TOTALHD 20.0 20.0 40.0 . .K,'.'•.��'D:A� A?4' s or J TP REACT CRITERIA JT REACT WIDTH /'1/���UMtOoni„�at �"4 LBS IN-SX LBS IN-SX A 81 3- 8 'C 76 3- 8 LEFT RIGHT GIRD OIN - OSX OIN - OSX MEMBER FORCES (LBS) TOP CHORDS A-B = 47 C B-C = 47 C BOTTOM CHORDS A-C = 36 T WEBS DL+LL DEFL = 0.00" IN A-C LL DEFL < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 • • QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 2 DUAL 210000 10 0 0 619000E R14 ;. 4x811 HO 8-07 B HO 8.07 12 . 10 I / 2x4\\ 2x4// G TC 2 TC 9-05-07 g 1 III 3x6=- pa,10x10 A mat A 5x6= 7x110= 112x12= IC 10-06-00 _ i 10-06-00 BC 14-01-12 I 6-10-04 -7. ------- 21-00-00 O UniStar -- Version 39.5.3 MEMBER FORCES (IBS) - EACH PLY NOTES: RUN DATE: 10- 4-96 B-H = 3857 C H-C = 3913 C 1 . TRUSSES MANUFACTURED BY - BOTTOM CHORDS PRECISION TRUSS SYS. ************** * A-F = 1643 T F-S1 = 1522 T 2. ANALYSIS CONFORMS TO I * 2-PLY TRUSS * S1-0 = 1522 T 1-C = 3006 T TPI-85 (NDS-91). *************** WEBS 3. TIE-IN LOADS SHOWN WITHOUT G-F = 125 C F-8 = 202 T DAMAGE TO TRUSS. CSI SIZE LUMBER 1.15E8 B-0 = 3747 T 0-H = 125 C 4. PREVENT TRUSS ROTATION AT TOP 0.49 2% 4 SP-#2 1720 ALL BEARING LOCATIONS. BTM 0.63 2X10 SP-DSS 2470 DL+LL DEFL = 0.16" AT D 5. ANCHOR TRUSS FOR A TOTAL W8S 0.75 2X 4 SPF-#3 865 LL OEFL = 0.12" < BRG-SPAN/360 HORIZONTAL LOAD OF 199 LBS. WDG8C 2X 6 SP-#1 SPAN/DEFL (DL+LL) = 999 6. 2 COMPLETE TRUSSES REQUIRED. EXCEPTIONS: FASTEN TRUSSES TOGETHER W/ B-D 2X 4 SP-#2 1720 PLATES ARE FOR EACH PLY 10d NAILS AS EACH LAYER IS LUMBER STRESS INCREASE: 15.07. APPLIED,STAGGERED AS FOLLOWS REPETITIVE MEMBER STRESS USED. PLATING CONFORMS TO UBC MEMBER ROWS SPACING(IN) (ICBO 4994, DILHR 940003-N) TOP CHD 1 12.0 LATERAL BRACING: PLATE VALUES MAY BE VERIFIED BTM CHD 3 7.0 TOP CHORD - CONTINUOUS WITH ROBBINS ENGINEERING. WEBS 1 12.0 BTM CHORD - CONTINUOUS GRIP BASED ON SPF/SYP LUMBER PLUS CLUSTERS OF NAILS IF TRUSS SPACING - 12.0 IN. USING GROSS AREA TEST. SHOWN. PLATES - 20 GAUGE LOCK EXCEPTIONS: LOADING LIVE DEAD (PSF) GRIPPING 365-243 PSI PER PAIR 10d NAILS a 4" O.C. TOP CHD 40.0 20.0 INCLUDES 15.0% INCREASE B-D BTM CHD 0.0 20.0 TENSION 1165- 480 PLI PER PAIR TOTAL 40.0 40.0 80.0 SHEAR 744- 458 PLI PER PAIR EXCEPTIONS: wyntillN C-D 540.0 560.0 JT TYPE 3.00E SIZE X Y y1 4q � A 2001 3.00 X 6.00 6.2 3.7 l• I'/ �p[(�dd CONCENTRATED LOADS (LBS) 8 301OR 4.00 X 8.00 2.5 2.5 �$ •\\`•'***TE*. `r/ D 3000 D 1010 12.00 X12.00 CTR 6.9 ? .'2" 9 RFS� SUPPORT CRITERIA F 1010 5.00 X- 6.00 CTR 3.0 1 5 5 1 5 # r JT REACT WIDTH JT REACT WIDTH G 1001 2.00 X' 4.00- CTR CTR a T :'+� LBS IN-SX LBS IN-SX H 1001 2.00 X 4.00 CTR CTR VC t STATE OF ! Luis A 2846 3- 8 C 8874 4- 8 S1 1100 7.00 X10:00 CTR 1.1 / LEFT RIGHT R = PLATE IS ROTATED BY 90 DEG ,: p = `` . 4,„(//01V HEEL 31N - 145X 31N - 145X . ^RnMM11,,o- MEMBER FORCES (LBS) - EACH PLY TOP CHORDS A-G = 2139 C G-B = 2083 C I QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 DUAL 210000 10 1008 1008 619000E R15 • , , i.. 4x4= HO 8-07 B HO 8-07 n 2x4 II 3c 2x411 R / S .% ' 9 12 2x4 II - 2x4 II 0 T 10 2x4 I I 2x4 I I 9-05-07 P I TC U 3x4.2 0 10 10 , 3x40 iiiii 9 V 3x4-: 3x40 4x4 A 4,,t,/A A B L /�K 51 E#� B RA iii/p A 41:4 11 L x411 J 3x4= D I H F E 2x4 I I 2x4 I I 2x4 I t 2x4 I I 2x4 I I 2x4 I I 2x4 11 co m ICI - I 10-06-00 , 10-06-00 IF BCI 12-06-00 12-00-00 12-00-00 12-00-00 12-00-00 12-00-00 12-00-00 12-00.00 12-00-00 1 2-06-00 I.7 --- 21-00-00 ----83.- UnI Star -- Version 39.5.3 EMBR CSI P(LBS) Ma1ST Ma2ND NOTES: RUN DATE: 10- 4-96 WEBS 1 . TRUSSES MANUFACTURED BY - -0 = 144 C L-P = 116 C PRECISION TRUSS SYS. CSI SIZE LUMBER 1.1SFB -0 = 122 C J-R = 118 C 2. ANALYSIS CONFORMS TO TOP 0.07 2X 4 SP-#2 1720 -B = 84 C I-S = 118 C TPI•85 (NDS-91). BTM 0.05 2X 4 SP-#2 1720 -T = 122 C F-U = 116 C 3. ANCHOR TRUSS FOR A TOTAL W8S 0.15 2X 4 SPF-#3 865 -V = 144 C HORIZONTAL LOAD OF 412 LBS. LEGEA 0.02 2X 4 SP-#2 LEG8C 0.00 2X 4 SP-#2 L+LL DEFL = 0.00" IN V-C LUMBER STRESS INCREASE: 15.0% L DEFL < BRG-SPAN/360 REPETITIVE MEMBER STRESS USED. PAN/DEFL (DULL) = 999 LATERAL BRACING: LATING CONFORMS TO UBC X941.. ',1�".'�Ia+dL��+4 TOP CHORD - CONTINUOUS ICB0. 4994, DILHR 940003-N) `0 �. •• 6iNe<d�c BTM CHORD - CONTINUOUS LATE VALUES MAY BE VERIFIED ONE BRACE - D-8 ITH ROBBINS ENGINEERING. g ••'G�7 Tc Rt•., /� TRUSS SPACING - 24.0 IN. SING GROSS ON AREAF TEST.LUMBER 9CV•77 O•.. LOADING LIVE DEAD (PSF) LATES - 20 GAUGE LOCK I : 15515 •• ,?= TOP CHD 20.0 10.0 RIPPING 365-243 PSI PER PAIR 1 • ;0i BTM CHO 0.0 10.0 INCLUDES 15.0% INCREASE ° �l STg7c OF •• ly+ TOTAL 20.0 20.0 40.0 ENSIGN 1165- 480 PLI PER PAIR ' HEAR 744- 458 PLI PER PAIR 4 0�•••.•+NDIPsr' F SUPPORT CRITERIA •., ••,,,• c J^.1 BOTTOM CHORD CONTINUOUSLY T TYPE PLATE SIZE X Y t`+'/O I�U� �A� SUPPORTED ALONG ENTIRE LENGTH. 1 2009 P 4ATES X ON 4.EACH 4 SIDE 2.0 ,a�+++�++1++nnnn,tu{i�- ���" LEFT RIGHT 2 2600 3.00 X 4.00 17.0 1.5 HEEL 3IN - 14SX 31N - 14SX 3001 4.00 X 4.00 CTR 2.2 • *2-PLATES ON EACH SIDE* MEMBR CSI P(LBS) Ma1ST Ma2ND 1 2009 4.00 X 4.00 4.9 2.0 TOP CHORDS 2 2600 3.00 X 4.00 17.0 1.5 A-O 0.07 35 C 186 -436 1001 2.00 X 4.00 CTR CTR O-P 0.05 34 C 327 -213 1001 2.00 X 4.00 CTR CTR P-0 0.04 31 C 227 -243 1001 2.00 X 4.00 CTR CTR 0-R 0.04 32 C 245 -226 1001 2.00 X 4.00 CTR CTR R-B 0.04 30 C 223 -257 I 1001 2.00 X 4.00 CTR CTR B-S 0.04 30 C 258 -223 1001 2.00 X 4.00 CTR CTR S-T 0.04 32 C 225 -245 1001 2.00 X 4.00 CTR CTR T-U 0.04 31 C 244 -227 1001 2.00 X 4.00 CTR CTR U-V 0.05 34 C 213 -327 1001 2.00 X 4.00 CTR CTR V-C 0.07 35 C 436 -186 1012 3.00 X 4.00 CTR CTR BOTTOM CHORDS 1001 2.00 X 4.00 CTR CTR A-M 0.05 31 T -186 -246 1001 2.00 X 4.00 CTR CTR M-L 0.03 24 T 150 -56 1001 2.00 X 4.00 CTR CTR L-K 0.02 24 T 65 -86 1001 2.00 X 4.00 CTR CTR K-J 0.02 24 T 85 -70 1001 2.00 X 4.00 CTR CTR J-S1 0.02 24 T 66 -20 1001 2.00 X 4.00 CTR CTR 51-0 0.01 24 T 20 -59 1012 3.00 X 4.00 CTR CTR D-I 0.02 24 T 62 -83 1 1100 3.00 X 4.00 CTR 0.2 I-H 0.02 24 T 84 -81 H-F 0.02 24 T 82 -66 . F-E 0.03 24 T 56 -149 E-C 0.05 31 T 246 186 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARX 3 DUAL 210000 10 1008 1008 619000E R13 4x4= HO 8-07 B HO 8-07 • $8 12 �� 10 3x4* 3x4.\ F . / H 9-05-07 TC . 2 TC 3x4 4x4= 4x4= A C , m B L E Si D B a a. 3x4= 3x4= 3x4= 0 0 TC ° I 10-06-00 I 10-06-00 BC 21-00-00 - 21-00-00 i1 UniStar -- Version 39.5.3 PLATING CONFORMS TO USC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1.15FB WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.32 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). j BTM 0.38 2% 4 SP-#2 1720 USING GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL WBS 0.29 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK HORIZONTAL LOAD OF 412 LBS. LEGaA 0.86 2% 4 SP-#2 GRIPPING 365-243 PSI PER PAIR LEGDC 0.86 2% 4 SP-#2 INCLUDES 15.0% INCREASE LUMBER STRESS INCREASE: 15.0% TENSION 1165- 480 PLI PER PAIR ONarNINWR REPETITIVE MEMBER STRESS USED. SHEAR 744- 458 PLI PER PAIR ,�r� A.t \� O� LATERAL BRACING: JT TYPE PLATE SIZE X Y 4.•o*:saTE,ri•.•"/ TOP CHORD - CONTINUOUS A *2-PLATES ON EACH SIDE* ;�Q . 4, Fo'.LI BTM CHORD - CONTINUOUS #1 2009 4.00 X 4.00 4.9 2.0 ..4V j42- TRUSS SPACING - 24.0 IN. #2 2600 3.00 X 4.00 38.7 1.5 1 ; 15515 :CC B 3010 4.00 X 4.00 CTR 2.2 > T S 'OF W € LOADING LIVE DEAD (P S F) C "2-PLATES ON EACH SIDE" % . STATE cu a TOP CHD 20.0 10.0 #1 2009 4.00 X 4.00 4.9 2.0 C7•••.•�NDIP�P' �� Sc BTM CHD 0.0 10.0 #2 2600 3.00 X 4.00 38.7 1.5 •.......•• TOTAL 20.0 20.0 40.0 E 1010 3.00 X 4.00 CTR CTR '%uLi f tf l ``,.f"`' SUPPORT CRITERIA F 1012 3.00 X 4.00 1.9 CTR ny�Qr•Nxmnr�^"^ ` JT REACT WIDTH JT REACT WIDTH H 1012 3.00 X 4.00 1.9 CTR LBS IN-S% LBS IN-SX S1 1100 3.00 X 4.00 CTR 0.2 A 816 3- 8 C 816 3- 8 LEFT RIGHT HEEL 31N - 14SX 31N - 14SX MEMBER FORCES (LBS) TOP CHORDS A-F = 962 C F-B = 844 C B-H = 844 C H-C = 962 C BOTTOM CHORDS A-E = 739 T E-S1 = 501 T S1-D = 501 T D-C = 739 T WEBS F-E = 259 C E-B = 411 T 8-D = 411 T D-H = 259 C DL+LL DEFL = 0.10" IN F-B LL DEFL = 0.02" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 2 DUAL 210000 10 1008 10208 619000E R17 • Ci .a 4x4= HO 8-07 B HO 8-07 cen 12 // 10 3x4 - 3x4* F H T2 9-05-07 Ti ` 2 '�a o w 3x4<% 3x4J 4x4= 4x4= A +� `^, ;S mss. A B E 51 0 3x4= 3x4= 3x4= co to I TC 2 10-06-00 _ 1 10-06-00 BCI 21-00-00 ------ 21-00-00 =. UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1.15FB WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.32 2% 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). ( BTM 0.38 2% 4 SP-#2 1720 USING GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL U85 0.29 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK HORIZONTAL LOAD OF 412 LBS. LEGDA 0.86 2% 4 SP-#2 GRIPPING 365-243 PSI PER PAIR LEGOC 0.86 2% 4 SP-#2 INCLUDES 15.0% INCREASE LUMBER STRESS INCREASE: 15.0% TENSION 1165- 480 PLI PER PAIR REPETITIVE MEMBER STRESS USED. SHEAR 744- 458 PLI PER PAIR opaues^ {y LATERAL BRACING: JT TYPE PLATE SIZE X Y ," t' 107,;�(*1 TOP CHORD - CONTINUOUS A `2-PLATES ON EACH SIDE* V� �G gT Ei7F.'ris BTM CHORD - CONTINUOUS #1 2009 4.00 X 4.00 4.9 2.0 Q 141 0 TRUSS SPACING - 24.0 IN. #2 2600 3.00 X 4.00 38.7 1.5 4c/4 : Q B 3010 4.00 X 4.00 CTR 2.2 i 15515 •:w LOADING LIVE DEAD (PSF) C `2-PLATES ON EACH SIDE* c TOP CHD 20.0 10.0 #1 2009 4.00 X 4.00 4.9 2.0 1 -CI STATE OF -' BTM CHD 0.0 10.0 #2 2600 3.00 X 4.00 38.7 1.5 ?p` TOTAL 20.0 20.0 40.0 D 1010 3.00 X 4.00 CTR CTR q ��•••. OI^P , o4P SUPPORT CRITERIA F 1012 3.00 X 4.00 1.9 CTR O"�.vS,SmOIy't'�1`-a"`,0 JT REACT WIDTH JT REACT WIDTH H 1012 3.00 X 4.00 1.9 CTR LBS IN-SX LBS IN-SX 51 1100 3.00 X 4.00 CTR 0.2 A 816 3- 8 C 816 3- 8 LEFT RIGHT HEEL 31N - 14SX 31N - 14SX MEMBER FORCES (LBS) TOP CHORDS A-F = 962 C F-B = 844 C B-H = 844 C H-C = 962 C BOTTOM CHORDS A-E = 739 T E-S1 = 501 T S1-D = 501 T D-C = 739 T WEBS F-E = 259 C E-B = 411 T B-D = 411 T D-H = 259 C DL+LL DEFT = 0.10" IN F-B LL DEFT = 0.02" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 7 DUAL 21000,0 10 1008 0 619000E R19 4x4= HO 8-07 8 HO 6-06-07 • yR AI • 2x4 II 12 G 10 3x4�'9-05-07 T1 3x4<,- e 5 4x4= A C A 3x4= H 3x4= m TC I • I 10-06-00 I 3-06-00 BC I 14-00-00 14-00-00 UniStar -- Version 39.5.3 PLATING CONFORMS TO UGC NOTES: RUN DATE: 10- 4-96. (1C80 4994,, DILHR '940003;N) 1. TRUSSES MANUFACTURED BY • PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1 .15E8 WITH ROBBINS: ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.32 2% 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.31 2X 4 5P-#2 1720 USING GROSS AREA TEST. 3. END VERTICAL(S) NOT WBS 0.36 2X 4 SPF-#3 865 .PLATES' 20 GAUGE LOCK DESIGNED FOR WIND EXPOSURE. LEG@A 0.45 2X 4 SP-#2 GRIPPING 365-243 PSI PER PAIR 4. ANCHOR TRUSS FOR A TOTAL LUMBER STRESS INCREASE: 15.0% INCLUDES 15.07. INCREASE HORIZONTAL LOAD OF 412 LBS. REPETITIVE MEMBER STRESS USED. TENSION 1165- 480 PLI PER PAIR SHEAR 744- 458 PLI PER PAIR LATERAL CHORDACI CONTINUOUS JT TYPE PLATE SIZE XI Y \`J`a�afwuAulcy BTM CHORD - CONTINUOUS A `2-PLATES ON EACH SIDE* a` :.\ -• 'YI0 %# ONE BRACE - B-H #1 2009 4.00 X 4.00 4.9 2.0 \ . . TRUSS SPACING - 24.0 IN. #2 2600 3.00 X 4.00 38.7 1.5 O"" 't,"��TERO•/� L B 3010 4.00 X 4.00 CTR 2.2 �LV it i LOADING LIVE DEAD (PSF) C 1010 3.00.X 4.00 CTR CTR 3 _ 15515 ' . 1 TOP CHD 20.0 10.0 D 1012 3.00 X 4.00 CTR CTR :'-'-i BTM CND 0.0 10.0 G 4100 2.00 X 4.00' CTR CTR t STATE OF ; (aJ 2 TOTAL 20.0 20.0 40.0 H 4010 3.00 X 4.00 CTR CTR � ..•_?s dry ��.' . AVDIP r i SUPPORT CRITERIA \ `rC�•••••••q••• ' 4 JT REACT WIDTH JT REACT WIDTH /04„, IO..r' :`1 LBS IN-SX LBS IN-SX Mnnnmmo�"`��� A 533 3- 8 H 562 3- 8 LEFT RIGHT HEEL 3IN - 14SX MEMBER FORCES (LBS) TOP CHORDS A-D r 509 C D-B = 392 C B-G = 0 T BOTTOM. CHORDS A-C = 391 1 C-H' = 153 T WEBS D-C = 259 C C-B = 411 T B-H = 424 C H-G = 105 C DL+LL DEFL = 0.08" IN D-B LL DEFL = 0:01" "< BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 1 .QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 DUAL 210000 10 1008 0 619000E R20 r. _ 4x4= HO 8-07 B HO 6-06-07 2x411 a 2x411 T KR U i 2x411 12 S 2x4 11 5.12 .2x4 11, G R 10 2x4 II 1 1i1 2x4 0 9-05-07 2x411 Ti s it 2x4 11 / 'g )� 0 10 3x4 2 9 4x42 N 7- 8.. I - _ A O. zx4 A AM /A K A AJ AB1A A 1 A A `2x411 2x411 2x411 F 0 H L I 2x411 E 2x411 C 2x411 2 x 4 11 2 x 4 11 2x411 2x41! m O TC ° 10-06-00 1 3-06-00 BC O O O O O O O O O 1 2-02-00 co O O O O O O O O V N J O O O -r r p 1 O O 8=14-D DD UniStar -- Version 39.5.3 MEMBR CSI P LBS) MBIST Ma2ND NOTES: RUN DATE: 10- 4-96 M-N = 87 L-0 = 79 C 1 . TRUSSES MANUFACTURED BY - K-P = 81 J-0 = 80 C PRECISION TRUSS SYS. CSI SIZE LUMBER 1.15FB I-R = 80 F-S = 81 C 2. ANALYSIS CONFORMS TO i. TOP 0.05 2X 4 SP-42 1720 E-T = 87 D-B = 57 C TPI-85 (NDS-91). BTM 0.02 2X 4 SP-#2 1720 C-U = 132 H-G = 28 C 3. END VERTICAL(S) NOT WBS 0.09 2X 4 SPF-#3 865 H-G = 28 DESIGNED FOR WIND EXPOSURE. LEGDA 0.00 2X 4 SP-#2 4. ANCHOR TRUSS FOR A TOTAL LUMBER. STRESS INCREASE: 15.07. DL+LL DEFT = .00" IN U-G HORIZONTAL LOAD OF 412 LBS. REPETITIVE MEMBER STRESS USED. CL DEFL < BRG-SPAN/360 PAN/DEFL (DL+LL) = 999 LATERAL BRACING: TOP CHORD - CONTINUOUS LATING CONFORMS TO UBC BIM CHORD - CONTINUOUS ONE BRACE - E-TID-BUC-U LATTE VALUES MAY MAYRBE4 „ey x VERIFIED _ uumeW TRUSS SPACING - 24.0 IN. ITH ROBBINS ENGINEERING. a RIP BASED ON SPF/SYP LUMBER `�`` �.....OleAt BTM CHD CHD 20.00 DEAD (PSF) LATES - 365-243 EP LOLOCK KER PAIR Q•Q-,,C'I�TEReO:!�d TOTAL 20.0 20.0 40.0 INCLUDES 15.0% INCREASE - 15515 ENSION 1165- 480 PLI PER PAIR SUPPORT CRITERIA HEAR 744- 458 PLI PER PAIR * r t • :llJ E BOTTOM CHORD CONTINUOUSLY STATE 4F' 4.r E :J SUPPORTED ALONG ENTIRE LENGTH. T TYPE PLATE SIZE X Y '4 Q •.� r �T =? . LEFT RIGHT 1 2009 *2-P LATES ON 4.9 SIDE*2.0 a 3.y,�F^.•Np..... ;y'`, HEEL 31N 14 X 2 2600 3.00 X 4.00 6.6 1 .5 Li/�n)a1. (C... ' 3001 4.00 X 4.00. CTR 2.2 �rH�iOryrnnnniv.��u�I1���"" MEMBR CSI P(L 5) MB1ST Ma2ND 1001 200 X 4.00 CTR CTR TOP C ORDS 1001 2.00 X 4.00 CTR CTR A-N 0.03 T 0 -118 1001 2.00 X 4.00 CTR. CTR N-0 0.02 T 118 -104 1001 2.00 -X 4.00 CTR CTR 0-P 0.02 T 104 -106 4100 2.00 X 4.00. 1.5 1 .0 P-0 0.02 T 106 -106 4000 2.00 X 4.00 1.5 1 .0 0-R 0.02 T 106 -106 I 1001 2.00 X 4.00 CTR CTR R-S 0.02 T 106 -109 J 1001 2.00 X 4.00 CTR CTR S-T 0.02 T 109 -109 K 1001 2.00 X 4.00 CTR CTR T-B 0.02 C 109 0 L 1001 2.00 X 4.00 CTR CTR B-U 0.04 11 C 0 -261 M 1001 2.00 X 4.00 CTR CTR U-G 0.05 T 261 0 N 1012 3.00 X 4:00 CTR CTR BOTTOM CHORDS 0 1001 2.00 X 4.00. CTR CTR A-M 0.01 T '0 -40 P 1001 2.00 X 4.00 CTR CTR M-L 0.01 T 40 -34 0 1001 2.00 X 4.00 CTR CTR L-K 0.01 T 34 -35 R 1001 2.00 X 4.00 CTR CTR K-J 0.01 T 35 -35 S 1001 2.00 X 4.00 CTR CTR J-I 0.01 T 35 -35 T 1001 2.00 X 4.00 CTR CTR I-F 0.01 T 35 -34 U 1001 2.00 X 4.00- CTR CTR F-E 0.01 T 34 -40 E-D 0.01 T 40 -17 0-C 0.02 T 17 -104 C-H 0.02 T 104 0 WE S