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HomeMy WebLinkAbout1304.98 Truss Plans . �", �4.II� 4Y3E 150�0 Pl HO O�oRHANGO , JOB MARR C hQ,��ra�w 526000�'+ 1 � "' - ... . 4x611 HO 6-75 Ho 6-75 B .,:-�,-_-% , ,.� l 12 10�2x4\� 2x4%i F G TC � . TC b-09-15 1 2 2 4x6= 4x6= p C 's:: E D . 7x8= 7x8= � TC 7-Ob-00 7-06-00 gt 15-00-00 UniStar -- Version 39.5.3 DL+LL DEFL = 0.09" IN A-E NOTES: RUN DATE: 10- 4-96 �LL DEFL = 0.04" < BRG-SPAN/360 1. TRUSSES MANUFACTURED BY - SPAN/DEFL (DL+LU = 999� PRECISION TRUSS SYS. . .�*�.•.*.+*..++ 2. ANALYSIS CONFORMS TO �* 2-PLY TRUSS * PLAT�.ES ARE FOR EACH PLY TPI-85 (NDS-97). �I '*�:*****:r++***+ 3. PREVENT TRUSS ROTATION AT �--- PLAT[NG CONFORNS TO UBC ALL BEARING LOCATIONS. - ' . � CSI Sf2E LUMBER FB (ICBO 4994, DILNR 940003-N) 4. ANCXOR TRUSS FOR A TOTAL �. � TGP 0.14 2X 4 SP-k2 1500 GLATE VALUES MAY BE VERIFIED HORIZONTAL LOAD OF 284 LBS. � ' 'BTM 0.89 -2X 6 SP-#1 1650 WISH. ROBBINS ENGINEERING. 5. GIRDER CONDITION: uBS 0.67 2X 4 SPF-#3 750 GR[P BASED ON SPF/SYP LUMBER TIE-]N TRUSSES ON BTM CHD LUMBER STRESS INCREASE: 15.0� USING GROSS AREA TEST. HITH SPAN OF 29'- 0" � PLATES - 20 GAUGE LOCK 6. USE PROPERLY RATED HANGERS , LATERAL BRACING: � - GRIPPING 365-243 PSI PER PAIR FOR LOADS FRAMING INTO TOP CHORD - CONTINUOUS INCLUDES 75.OX INCREASE GIRDER TRU55. 9TM CHORD - CONTINUOUS TENSION 7765- 480 PLI PER PAIR 7. 2 COMPLETE TRUSSES REaUIRED. TRUSS SPACING - 24,0 [N. SHEAR 744- 458 PLI PER PAIR FASTEN TRUSSES TOGETHER Y/ � • tOd NA RS AS EACH LAYER IS lOADING IIVE DEAD (PLf) JT TYPE PLATE SRE X Y APPLIED,STAGGERED AS FOLLONS TOP CH� 40.0 20:0 A � 2001 4.00 % 6.00 3.5 �2.4 MEMBER ROL15 SPACING(IN) BTM CHD 270.0 290.0 6 3010R 4.00 X. 6.00 2.3 CTR TOP CHD 7 12.0 TOTAI 310.0 310.0 620.0 C 2001 4.00 X 6.00 3.5 2.4 � BTM LHD 2 9.5 D 1010 7.00 X 8.00 CTR 3.5 VEBS 1 72.0 SUPPORT CR[TERIA E 1010 7.00 X 8.00 CTR 3.5 PLUS CLU57ERS OF NAILS IF JT REACT NIDTH JT REACT NID7H F 1001 2.00 X 4.00 CTR CTR SHOLIN. LBS [N-SX LBS IN-5X G 7007 Z.00 X 4.00 CTR CTR A 4469 3- 8 C 4469 3- 8 R = PLATE 15 ROTATED BY 90 DEG LEFT RIGHT . q�_�y,�v MEMBER PORCES (LBS) �'EALH PLY �`�' ,••'STMg� TOP CHORDS J�Q;'��'� RFQ��iI�� A-F = 2353 L F-B �_. 2314 C =Cy ;e' B-G = 2374 C G-C = 2353 C ' ' 15515 ;� � BOTTOM CHORDS � 3� -p• t l.0 E A-E� = 7808 T E-D = 1230 T �J�� STATE aF ;I.U_. D-C = 1808 T � � '�, � aP •' � 4JEBS ��[� • NDIA : �'�, � i �'-E = 88 C F-B� = 7529 T C- ,' •^•1• 1 C� �-�� 8-D = 7529 T D-G. = 88 L ��O1rA1- `R� ��MUnnnixn�����o ��A4 SCIS 290�0 P1-a7 1008�NG0 JOB MARR 526000F 3 ,_. _, . _. . - . . ... _ 4x6 II � ' � HO 4-OS g NO 4-OS ��- , � �z � - � 3x4. 3x4� G N 8-09-13 i� Z 3 � 3 6x8= 81 B2 4A6% 2xGli _�3•5 2x411 4cb� 72 � O � 0 TC ° 14-Ob-00 14-06�-00 BC 14-06-00 14-Ob-00 on_ r� �. ev v� UniStar -- Version 39.5.3 PLA7ING CONFORMS TO U8C NOTES: RUN DATE: 70- 4-96 (ICBO 4994, D{LHR 940003-N) 1.. TRUSSES MANUFqCTURED BY • PLA7E VALUES MAY BE VERIFIE� PRELISION TRUSS SYS. C5I SI2E LUMBER 1.i5F8 VITH R0881NS ENGINEERING. . 2. ANALYSIS CONFORMS TO TOP 0.78 2% 4 SG-DSS 3510 GRIP ,BASED ON SPF/SYP L�MBER TPI-85 (NOS-91). BTM 0.86 2X 4 SP-!{2 1720 US[NG GRO55 AREA 7E57. 3. BUf.LDING OESIGNER IS N6S 0.82 2% 4 SPF-#3 865 PLATES - 20 GAUGE LOCK� - RESPONSIBIE. FOR ADEOUATE LUMBER STRESS INCREASE: 15.Ok GRIPPING 365-243 PS�I PER PAIR DESIGN OF TRUSS TO BRG REPETITIVE MEMBER STRE55 USED. INCLUDES 15.OX INCREASE PLATE CONNECTION NHICH TENSION 7165- G80 PLI PER PAIR ALLOUS 0.41 INCHES OF LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR 80RZ. MOVEMENT AT JOINT C TOP CHORD - CONTINUOUS 4. ANCNOR TRUSS FOR A 70TAL �� BTM LHORD - CONTINUOUS JT TYPE PLATE SI2E X Y HORIZONTAL LOAD OF 351 LBS. � _ ONE BRACE - G-D D-H A 2107 4.00 % 6.00 7.6 3.0 � TRUSS SPALING - 24.0 IN. B 3001R 4.00 X 6.00 2.9 CTR� [ 2107 4_00 X 6.00 7.6 3.0 � LOADING L NE �EAD (PSF) D 6070 6.00 % 8.00 CTR CTR TOP CHD 20.0 10.0 E 7001 2.00 X 4.00 CTR CTR � � BTM CHO 0.0 10.0 F 7001 2.OD % 4.00 GTR CTR� _al`��� ���,��0�� TOTAL 20.0 20.0 40.0 G 7050 3.00 % 4,00 LTR CTR� �yA�, �.G,c�7gRF.,• /� SUPPORT CRITERIA H 7050 3.00 % 4,00 CTR �TR �0��155150� JT REACT HIDTH JT REACT VIDTH R = PIATE [S ROTATED BY 90 DEG j� E LBS 1N-SX L8S IN-S% -C. ' �w� A 1736 3- 8 C 1136 3- 8 - �S S7ATE OF �C,U� 0�(.�'. //vpNAC�P��� LEFT RIGHT $��IQ�A� `� HEEL OIN - 45X 0[N - 4S% �Martnmem���� MEMBER FORCES (LBS) TOP CHORDS A-G = 3365 C G-8 = 2279 C B-H = 2279 C H-L = 3365� C eOTTOM CHORDS A-F = 3028 T F-D = 3028 T �-E = 3028 T FC = 3028 T 11E85' F-G = 143 T G-D = 939 C D-B = 7877 T D-H = 939 C E-H = 143 T DL+LL DEFL = 0.60" IN B-H LL DEFL = 0.24" < BRG-SPRN/360 DL+LL HORZ = 0.4�1" AT C SPAN/DEFL (DL+�L) = 578 . -"QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARR ._ : � 5 s�zs Z90000 � �008 0 526000F 4 ' _ ... -. - . .."' 4x6 fl . - HO 4-OS B HO 4-OS �_. .. ti / � - �Z ' ��4% 3x4� � G H 8-09-73 T� z 3 � 3 6x8= B1 q B2 1 4A6% 2x411 �3.5 6 4x6� 12 E � � L� � -c�P. 3X4 � T[ ° 14-06-00 �� 14-06-00 BC 74-Ob-00 14-06-00 a UniStar -- Version 39.5.3 PLATI�NG CONfORMS TO UBL NOTES: RUN DATE: 10- 4-96 CICBO G994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. LSI S12E LUMBER 1.75F6 VITH ROBBINS ENGINEERING. 2. ANALY515 LONFORMS TO �TOP 0.78 2X 4 SP-D55 3510 GRIP BASEO ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.86 2X 4 SP-#2 1720 USING GROSS AREA TES7. 3. BUILDING OESIGNER IS VBS 0.82 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK RESPONSIBLE FOR ADE�UATE LUMBER STRESS INCREASE�: 15.0Y. GRIPPING 365-243 G5I PER PAIR DESiGN OF TRUSS TO BRG REPETITIVE MEMBER STRESS�USED. INCLUOES iS.OX [NCREASE PLATE CONNELTION VHICH TENSiON 7165- 480 PLI PER PAIR . ALLOHS 0.41 INCHES OF LATERAI BRACINGE SHEAR 744- 458 PLI PER PAIR HORZ. MOVEMENT A7 dOINT C - TOP LHORD - CONTINUOUS 4. ANCNOR TRUSS FOR A TOTAL � BTM CNORD • CONTINUOUS JT TYPE PLATE 512E % Y HOR[ZONTAL LOAD OF 351 LBS. -� �.� ONE BRACE - �G-D D-H , A 2707 4.00 % 6-.00 7.6 3.0 .. � � TRUSS SPACING - 24.0 IN.. B 3007R 4.00 % 6.00 2.9 LTR C 2101 4.00 X 6.00 7.6 3.0 � . . ..• �ppDING LIVE DEAD (PSF) D 6070 6.00 X 8.00 CTR CTR � TOP CXD 20.0 10.0 E 7007 2.00 % 4.00 CTR CTR BTM CHD 0.0 10.0 F� 1001 2.00 X 4.00 CTR CTR Sa n\ L. MQd T�TAL 20.0 20.0 40.0 G 1050 3.00 X 4,00 CTR CTR ��� ••• • 'f H 1050 3.00 X 4.00 CTR CTR ��;'6�5TfR'•.�� SUPPORT CRITERIA �G�..Q�� F�::� JT REACT WIDTH JT� REACT HIDTH R = PLATE IS ROTATED BY 90 �EG L8S IN-SX �B5- �N-5X : 15515 j� � A 1136 3- 8 C. 1136 .3- 8 �� STATE OF :W€ IEFT RIGHT O� �'�'Di��P�������rrr . HEEL OIN - 4SX o�N - 4sX . � FJ'S�D�A`�(L�� MEMBER FORCES (L8S) �4��roannmNrt���p�` TOP CHORDS p-G = 3365 C G-8 ? 2279 C B-H = 2279 C H-C = 3365 C �BOTTOM CNORDS A-F = 3028 T F-D �= 3028 T D-E = 3028 T E-C = 3028 T L'E8S F-G = 143' T G-D = 939 C D-B = 1877 T D-H = 939 C E-H = 743 T DL+LL DEFL = 0.60" IN� B-H LL DEFL = 0.24" e BRG-SPAN/360 OL+LL HOR2 = 0.41"� AT �C SPAN/DEFI (DL+LL) = 578 QUAN TYPE SPAN P1-H1 OVERHANG& JOB MARR . , � 11 FI 290000 7 1008 0 526000F 5 : . . .. ... . 4x4= - - ° HO 4-OS g� HO 4-OS � �z j � 2x4��. 2x4 ii F G 8-09-13 Ti 1 2 1 2 2 4x4= 4x4= A C .Q B L E 51 D B R 3x4= 3x6�= 3x4= m iC ° I. 74-06-00 14-06-00 BL 29-00-00 llniStar -- Version 39.5.3 PLATiNG CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ILBO 4994�, DIIHR 940003-N) 1.. TRUSSES MANl1FACTURED BY - PLATE� VALUES NA7 BE VERIF[ED PRECISION TRUSS SYS. CSI SIZE Lt1MeER 7.75F8 VITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.63 2X 4 SP-It2 1720 �GRIP �BASED ON SPF/SYP IUMBER TPI-85 (NDS-91). B�M 0.73 2X 4 SP-#2 1720 USI�NG GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL NBS 0.41 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOLK HORIZONTAL LOAD� OF 351 LBS, IUMBER STRESS INCREASE: 75.0� GRIPPING 365-243 PSI PER PAIR REPETITIVE MEMBER STRE55 USED. INCLUOES 15.OX INLREASE TENSION 7765- 480 PlI PER PAIR ' LATERAL BRACING: SNEAR 744- 458 PLI PER PAIR ��� i0P CHORD - CONTINUOUS A,� ' -.' BTM CHOR� - CONTINUOUS JT TYPE PLA7E SIZE % Y � �, +YIQ� TRUSS SGACING� - 24.0 (N. � A 2007 4.00 R 4.00 4.6 3,5 .. ^ r[� B 3070 4.00 X 4.00 CTR 2.2 ��\;(��STER�`.'/� LOADING LIVE DEAD (PSF) C 2001 4.00 % 4.00 4.6 3.5 �Q :Q.� � S TOP CHD 20�.0 10.0 D 1010 3.00 % 4.00 CTR CTR � `�= 1��15 7� = BTM CH� 0.0 10.0 E 1010 3.00 X 4.00 C7R CTR : TOTAL 20.0 20,0 40.0 F 1001� 2.00 X 4.00 CTR LTR ��� STATE OF ��� G 1001 2.00 X 4.00 CTR CTR p: � SUPPORT CRITERIA S1 1700 3.00 X 6.00 CTR 0.2 ����rt•.,�NDIT�.� �7 JT REACT NIDTH JT REALT �YIDTH �u •ONI������� LBS IN-SX �LBS IN-SX �U I n 1136 3- 8 c 1136 3- 8 n�Mrtnnn�xm����� LEFT RIGHT HEEI OIN - 45% OIN - 45X MEMBER FORCES� (LBS) � TOP CHORDS A-F = 7639 C F-B = 1438 c B-G = 7438 C G-C = 1639 C BOTTOM CNORDS A-E = 1416 T E-51 =� 958 7 51-� = 958 T ,D-C = 1416 T NE95 F-E = 369 C E-B = .587 T B-0 = 587 T D•G = 369 C Dt«LL DEFL. = 0.29" IN B-G LL DEFL = ,0.06" < BRG-SPAN/360 SPAN/DEFL (DLiLL) = 999 ,;'. = UAN TYPE SPAN P1-H1 OVERHANGS JOB Mp,gR '' ' 4 FI 290000 7 1008 1008 �2600011 6 �',... .. : . ._......_..,.__ ..,,. : _ . ._ . _. .. 4x4= �� � . HO 4-OS g HO 4-OS � � �„ � 'Z / � 2x4�� 2x4 0 F G 8-09-13 TC � � C 2 4x4= 4z4= A C Q E 51 D 3x4= 3x6= 3x4= m m 0 0 TC ° 14-Ob'-00 - 14-06-00 ° BL 29-00-00 UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ILBO 499G, DILHR 940003-N) 1. TRUSSES MANUfALTURED BY • PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 7.15FB NITH R0861H5 ENG]NEERING. 2. ANALYSIS CONFORMS TO TOP 0.63 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TP[-85 (NDS-91). BTM 0.73 2% 4 SP-k2 1720 USING GROSS AREA TEST. 3. ANCHOR TRU55 FOR A TOTAL uB5 0.41 2X 4 SPf-#3 865 PLATES - 20 GAUGE LOCK HORIZONTAL LOAD OF 351 LBS. , LUMBER STRESS INCREASE: 15.0% GRIPPING 365-243 PSI PER PAIR REPETIT[VE MEMBER STRESS USED. ' INCLUDES 15.OX INCREASE TENSION 1165- 490 PLI PER PAIR _ LATERAL BRACING: SHEAR 74L- 458 PLf PER PAfR r . i0P LHORD - LONTINUOUS ' �.�m�W �� � BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y ��W'� m � ` ' �TRUSS SPACING - 24.0 IN. g 301�0 4.00 X 4.00 CTR� 2;2 ��1' S'.��0'r,�J �_LOAD[NG LIVE DEAD (PSF) C 2007 4.00 % 4.00 4.6 3.5 �;'Ca� Rt'•, �f �� TOP CH� 20.0 10.0 D 7010 3.00 X 4.00 CTR CTR �� O•�� 155150 Cl-' € �� 8TM CHD 0.0 10.0 E 7010 3.00 X 4.00 CTR CTR .. TOTAL 20.0 20.0 40.0 F 1007 2.00 % 4.00 CTR CTR ' �� G 1001 2.00 X G.00 CTR CTR � �t STATE �F 14fF SUPPORT CRITERIA S1 1100 3.00 X 6.00 CTR 0.2 Q •, � �p �f�'�� � JT REACT NIDTH JT REACT NIDTH �����1�, �/Dlf� � A 7736 �3-58 C 1836 �3'-58 'k(fppry�ON��o�� . LEFT R[GHT HEEL OIN - 4S% OIN - 45X MEMBER FORCES CLBS) � TOP CNOROS � � A-F = 7639 C F-B = 7438 L 8-G = 1438 C G-C =� 7639 C BO7TOM �LHORDS A-E. = 1416 T �E:-S1 = � 958 T � S1-D = 958 T D-C = 7476 T � � NEBS F�-E = 369 C E-B = 587 T B-D = 587 T D-G = 369 C DL+LL DEFL = 0.29" IN 8-G Ll DEfL = 0.06" < BRG-SPAN/360 SPAN/DEfL (DL+LU = 999 QUAN TYPE SPAN Pl-H1 OVERHANGS JOB Mp,gg ' 1 Gl6 290000 7 1008 0 52600011' 7 4x4= NO 4-OS 7x411 B�. 2x411 HO 4-OS 2x411 EE FF Zx411 LC 2x411 �.' 12 BB �� DD �� NH II � ��x411 2II II I pA 2x4 11 2x4 11 �� 2x4J1 2 2x4 II 8-09-13 Y T1 9 1 9 z KK 2x411 2x411 8 g LL 2x411 MM 2x411 x' S .b 7 7 g 5 NN II u 4 4 3x4= Z 3 3 2 3x4= A 1 � C � �0 y� � ��B�R � �P � �...... � 0 � 0 �B L, � 0 0 2x411 ex411 x41i x411 N K t G E T � � Sx16= 2z411 J 2x411 H 2x411 f 2x411 D - 2x411 S� 2x411 2x411 N L 2x411 2x411 2x411 2x411 2x411 �4 �� 2x411 ' m 0 d TC ° 14-06-00 � 14-06-00 - BC 2-06-00 0 0 0 0� o 0 0 0 0 � o 0 0 0 0 o a o 0 2-06-00 0 0 0 0 0, o' o 0 0 0 0 0 0 0 0 0 0 0 .r .r v .�. .1 v .r .r .i .r .r a o 0 0 0 0 0 0 0 ,p �, o� o 0 0 0 0 0 0 UniS[ar -- Version 39.5.3 MEMBR CSI P(LBS) Ma75T Ma2N� R 1001 2.00 % 4.00 CTR CTR � RUN DA7E: 10- 4-96 0=N 0�.01 70 T 32 -45 S 1001 2.00 X 4.00 CTR CTR � N-M 0.07 10 T 45 0 T 1001 .2.00 X 4.00 LTR LTR CSI SI2E LUMBER 7.15FB M-L 0.01 70 T 0 -45 U 7001 2.00 % 4.00 CTR CTR ' TOP 0.05 2X 4 SP-#2 1720 L-K 0.01 70 T 45 -32 V 1001 2.00 % 4.00 CTR CTR . BiM 0.02 2X 4 SP-#2 1720 K-J 0.01 10 T 32 -36 N 1001 2.00 X 4.00 CTR CTR UBS 0.12 2X 4 SPF-#3 865 J-.I 0.01 10 T 36 -35� X 7001 2.00 �% 4.00 CTR CTR LUMBER STRESS INCREASE: 75.OX I'N 0.07 10 T 35 -35 Y 1001 2.00 % 4.00 LTR CTR REPETITIVE MEMBER STRESS USED. N-G 0.07 10 T 35 -34 2 1001 2.00 X 4.00 CTR CTR G-F 0.01 10 T 34 -40 AA 100�1 2.00 % 4.00 CTR CTR LRTERAL BRALING: F-E 0.01 70 T 40 -16 BB 1007 2:00 X 4.00 CiR CTR ` TOP CHORD - CONTINUOUS E-D 0.02 10 T 76 -708 CC 1001 2.00 X 4.00 CTR CTR � BTM CHORD - CONTINUOUS D-C 0.02 10 T 108 ��0 DD 7007 2.00 X 4.00 CTR LTR ONE BRALE - M-B YEBS EE 1001 2.00 X 4.00 CTR CTR TRI155 SPACING - 24.0 IN. V�-H = 133 L U-X - 63 C Ff 1001 2.00 X 4.00 CTR CTR � T-Y - 83 C 5-Z - 80 C GG 1001 2.00 % 4.00 CTR CTR ' LDADING LIVE DEAD (PSF) R'AA = 81 L 0-BB = 81 C � HH 7001 2.00 X 4.00 CTR CTR TOP CHD 20.0 10.0 � P-CC = 80 C 0-DD = 81 C Il 7007 2.00 R 4:00 CTR CTR BTM LHD 0.0 10.0 N-EE = 87 C N-8 = 55 C JJ 100� 2.00 X 4.00 CTR CTR � T�TAL 20.0 20.0 40.0 L-fF = 87 L K-GG = 81 C KK 1001 2.00 X 4.00 CTR CTR � J-HH = 80 C I-II = 81 C LL 1007 2.00 X 4.00 CTR CTR SUPPORT CR[TERIA H-JJ = 87 C G-KK = 80 C MM 1007 2.00 A 4.00 CTR LTR BOTTOM CHOR� CONTINUOUSLY F,LL = 83 C E-MM = 63 C NN 1001 Z.00 X 4.00 CiR LTR Sl1PPORTED ALONG ENTIRE LENGTX. D-NN = 133 C NOTES: LEfT RIGHT DL+�� DEFL = 0.00" IN A-41 1. TRUSSES MANUFACTURED BY - HEEL OIN - 45% OIN • 4SX lL DEfL < BRG-SPAN/360 PRECISION TRUSS SYS. � SPAN/DEFL (DI+IU = 999 2. ANA�YSIS CONFORMS TO MEMBR CSI� P(L65) Ma1ST Ma2NU. TPI-85 (NDS-91). TOP CHORDS PLATING CONFORMS 70 U8C 3. ANCHOR TRUSS FOR A TOTAL A-N 0.05 6 C 0 -309 (ICBO 4994,. DIlHR 940003-.N) HORIZONTAL LOAD OF 351 LBS. u-X 0.05 20 L 309 •68� PLATE YAWES MAY BE� VERIFIED " X-Y 0.02 17 C 68 -117 NITH ROBBINS ENGINEERING. . Y-Z 0.02 72 C 177 -706 GR]P BASEO ON SPF/SYP LUMBER Z-AA 0.02 12 C 106 -706 US1NG GROSS AREA TEST. AA-BB 0.02 12 L 706 -106 PLATES - 20 GAUGE LOCK 88-CC 0.02 12 C 106 -106 GRIPPING 365-243 PSI PER� PAIR cV1 CL-OD 0.02 12 C 706 -110 INCLUDES 15.OX [NCREASE '- �3\�.\ �� MO� �D-EE 0.02 12 C 170 -706 TENSION 11�65- 480 PLI PER PAIR �� .+� EE-8 0.02 15 C 106 0 SHEAR 744- 458 PLI PER PAIR o� ��'G�`�TeRF,r/� e-FF 0.02 75 C �0 -706 �'' � :�`" OS FE-GG 0.02 12 C 106 -110 J7 TYPE PLATE SIZE X Y � �V : GG-HN 0.02. 1Z C 110 -706 A 2007 3,00 7( L.00 5.3 3.4 : � HH-II 0.02 12 L 106 �-106 B 3007 4,00 X G.00 CTR. 2:2 � �,: 1 5 5 1 5 ;� g ' II�-JJ 0.02 12� C 106 -706 C 2007 3.00 �X G.00 5.3' �3�.4 3 l gTqTE OF JJ-KK 0.02 12 t 106 -706' D 7007 2.00 X 4:00 .CTR CTR � � ' �i KK-LL 0.02 12 C 106 -777 E 1001 2,00 X 4.00 CTR CTR �i�`�•.�NDIA�P' ('=� LL-MM 0.02 �11 C 117 '-68 F 1001 2.00 % G.00 CTR. CTR , �C�(t,•,.,� ,,.(•"a�� . NN-CN 0.05 zb� C 309 300 H 7001 2.00 X 4.00 CTR� CTR 4 y���.MO N AL ��`�� BOT.TOM LHORDS I 1001 2.00 X 4.00 CTR CTR A-V 0.02 10 T 0 �-108 J 1001 2.00 X 4.00 CTR. CTR V-U 0.02 70 T 108� -16 K 1001 2.00 X 4.00 CTR CTR • ' U-T 0.01 10 T 16 -40 L 7001 2.00 % 4.00 CTR C7R - T-5 0.07 10 T 40 -34 M 1797 5.00 X16.00 8.0 3.0 . S-R 0.07 �10 T 34 -35 N '1007 2.00 X 4.00 CTR CTR R-0 0.01 10 T 35 -35 0 1001 2.00 X 4.00 LTR CTR �' 0-P 0.01. 70 �� 35 -36 P 7001 2.00 '% 4.00�� CTR CTR P-D 0.07 7b �T' 36� -32 G 1001 2.00 X 4.00 CTR� CTR QIIAN TYPE SPAN P1-H1 OVERAANGS JOB MARR � � S��S eoaoo � �008 �oo$ 526000� 8 . .._'. . . . . 4x4= . . . ' HO 2-01-14 HO 2-01-14 /'- 4.^l: � 12 d K �� HTC C p i 3x4 I I 5 3x4 I I 4-OS-14 5 4 4 3 � � p 3 Q 4x6 11 Q 81 B2 I L Q �4.85 Q G 1z 0 A x4 11 � 2x4 I I TL 70-08 4-00-00 i 4�-00-00 10-OS BC 1-04-00 1-04-00 1-04-00 1-04-00 1-04-00 7-04-00 8-00-00 UniStar -- Version 39.5.3 MEMBR CSI P(L8S) Ma15T �Ma2ND NOTES: RUN �ATE: 70- 4-96 C-F 0.20 130 L 21�1 598 1�. TRUSSES MANUFACTURED BY - D-B = 222 C PRECISION TRUSS SYS. !� . CSI S12E LUMBER 7.i5F8 2. ANALYSIS CONFORMS i0 \ . TOP 0.19 2X 4 SP-k2 1720 DL.LL DEFt = 0.01" IN K-N TPI-85 (NOS-91). '� BTM 0.04 2R 4 SP-#2 7720 - Ll DEFL < BRG-SPAN/360 � 3. ANCHOR TRUSS fOR A TOTAL � . 485 0.20 2X 4 SPF-#3 865 SPAN/DEFI (DL+LL) = 999 � . NORI20NTAL LOAD OF 177 LBS. , , . LUMBER� STRESS .INLREASE: iS.OX • - ' � - REPETITIVE MEMBER STRESS USED. PLATING CONFORMS TO UBC ([CBO 4994, DIIHR 940003-.N) LATERAL BRACING: PIATE VALUES XAY BE VERIF[ED �y�8��� � � TOP CHORD - CONTINUOUS 4fTH ROBBINS ENGINEERING. ,�' l.. 9 p9 � 8TM CHORD - CONTINUOUS GRIP BASED ON SPF/SYP LUMBER �� n TRUSS SPACING - 24.0 IN. USINGGROSS AREA TEST. ��;'G�STfR~• `/��E� � PLATES - 20 GqUGE LOCK ���•,•'�.� FOti� LOAOING LIVE DEAD (PSF) GRIPPING 365-243 PSI PER PA(R 1 5 5 1 5 •,x TOP CHD 20.0 10.0 INCLUDES 15.OX [NCREASE • � BTM CHD 0.0 10.0 TENSION 1165- 480 PLI PER PA1R 3 �t STATE OF ' W€ TOTAL 20�.0 20.0 40.0 SNEAR 744- 458 PLI PER �PAIR 0 ., P.��`L�� SUPPORi CRITERIA JT TYPE PLATE SIZE 1( Y ��(,v((�LL`•,�"'DI^?� C�� BOTTOM CHORO CONTINUOUSLY A 4203 2.00 X 4.00 CTR CTR �Z6�IO��` �� SUPPORTED ALONG ENTIRE LENGTH. B 3007 4.00 X 4.00 CTR 2.2 � �Mt������i�iM���� C 4203 2.00 X 4.00 C7R. CTR D b001R 4.00 X 6.00 CTR CTR MEMBR CSI P(LBS) Ma15T Ma2N� E 4100 3.00 X 4.00 CTR CTR TOP CNORDS F 4100 3.00 X 4.00 C7R CTR E-H 0.10 75 C 598 502 G H-J 0.10 35 L -502 323 �H J-B 0.79 6 T -323 -T135 t �7 8-K 0.19 6 T 7�135 323 J '��, LX�" K-N O.tO 35 C -323 502 K N-F 0.10 75 C -502 -598 L BOTTOM CHORDS N A-c 0.04 33 T 211 11 0 . G-I 0.02 39 T -11 -49 1-D 0.01 37 T 49 -25 R = PIATE IS ROTATED BY 90� DEG � D-L 0.07 37 T 25 -49 ' L-a 0.02 39 T 49 71 . 0-C 0.04 33 T -17 -211 NEBS A-E 0.20 130 C -277 -598 , QUAN TYPE SPAN P1-H1 ODERHANGS JOB MARg 1 G16 150000 10 1008 1008 526�ooli' � 4x4= HO 6-75 B - HO 6-15 �. � 2z4 II 2x411 P G 2x4 I I 2x4 I I iZ 0 R 70 �411 2x411 N S TL . TC b-09-7 5 Zx4�I 5 2x4 I I N 4 4 T 3 3 z 2 3x4= � 3z4= A 1 C �� � U� 41 � � 0 � x411 K Zx411 ex411 H G F E D 2x4 I I 2 x4 I I 2 x4 I I 2x4 I I 2x4 I I 2 x4 I I m m 0 0 TC ° 7-06-00 7-06-00 ° BL 2-02-00 10400 �10400 10400 10G00 10400 10400 tOL00 70400 2-02-�� 15-00-00 UniStar -- Version 39.5.3 NEMBR CSI P(LBS) Ma1ST Ma2ND PLATING CONFORMS 70 U8C RI1N DATE: 70- 4-96 K-J 0.01 74 T 19 •39 (ICBO 4994, DILHR 940003-N) J-I 0.01 14 T 39 -34 PLATE VALUES MAY 8E VERIFIED CSI SIZE LUMBER 1.15FB I-H 0:01 14 T 34 -36 LIITH ROBBINS ENGINEERING. TOP 0.05 2% 4 SP-#2 1720 H-G. 0.01 14 T 36 -34 GRIP BASED ON SPf/SYP LUHBER � . BiM 0.02 2X 4 SP-#2 1720 G�-F 0.01 14 T 34 -39 USING GROSS AREA. TEST. -�� LIBS 0.06 2X 4 SPF-#3 865 F-E 0.01 � 14 T 39 -19 PLATES - 20 GAUGE LOCK LIDGaA 2X 4 SP-#2 E-D 0.02 14 T 19 -96 GRIPPING 365�243 PSI PER PAIR . WDGaC 2X 4 SP-#2 D-L 0 A2 14 T 96 0 INLLUDES 15.0� [NCREASE LUMBER STRESS INCREASE: 75.OX NEBS TENSION 1165• 480 PLI PER PAIR REPETITIVE MEMBER STRE55 USED. L-X = 126 L K-N = 66 C SHEAR 744� 458 PLI PER PAIR J-0 = 83 C 1'P = 87 C LATERAL BRACING: H-B = 45 C G--O = 87 C JT TYPE PLAtE SIZE X Y TOP CHORD - CONTINUOUS F-R = 83 C E-5 = 66 C A 2007 3.00 X� 4.00 1.4 1.7 BTM CHORD - CONTFNUOUS D-i = l26 C B 3001 4.00 X 4.00 CTA 2.2 TRUSS SPACING - 24.0 IN. C 2001 3.00 X 4.00 1_4 7..7 DL*LL DEFL = 0.00" IN T-C D 7001 2.00 X 4.00 CTR CTR lOADING L1VE DEAD (PSF) � LL DEFL < BRG�-SPAN/360 E 1001 2.00 X 4.00 CTR CTR TOP CHD 20.0 10.0 SPAN/DEFL (DL�LL) = 999 F 1001 2.00 % 4.00 CTR CTR BTM CHD 0.0 10.0 G 7001 2.00 X 4.00 C7R CTR TOTAL 20.0 20.0 40.0 N 1007 2.00 X 4.00 CTR LTR 1 7001 2.00 % 4.00 CTR CTR SUPPORT CR[TERIA J 1001 2.00 X 4.00 CTR LTR SUPPORTEDOA�LONGNENTIRESLENGTH. �.,` `�. � �Q � � K 1001 2.00 X 4.00 CTR CTR �j\\`G�5�eR�"�".��� M 100:1 2.00 X 4.00 CTR CTR LEfT RIGHT � a �ti� F�•, tP �N 1001 2.00 X 4.00 CTR CTR HEEI 2LN - 6S% 2SN - bSX ?� :?� ��� 0 1001 2.00 X 4.00 CTR CTR � � P 1001 2.00 X 4.00 CTR CTR MEMBR CSI P(LBS) -Ma15T Ma2ND 3 : 1 5 5 1 5 ������ p �p01 2.00 X 4.00 LTR CTR TOP CHORDS � �1 57ATE OP �lv£ g 1007 2.00 % 4.00 CTR LTR A�M 0.05 17 C 0 -273 Q •.� � �P,•'� � 5 7001 .2.00 % 4.00 CTR LTR M-N 0.05 26 C 273 -78 ��� ` �'DIA. ,. a�j T 7001 2.00 �X 4.00 LTR CTR N-o o.oz ie c �e -iio �»`�'ipNA1.�'ctN� NOTES: 0-P 0.02 18 C 170 -110 4p���qnnn�n11�� P-B 0.02 22 C 770 0 1. TRUSSES MANUFACTURED BY - B-0 0.02 22 C 0 -110 PRECISION TRUSS SYS. 0-R 0.02 78 L 710 -710 ' 2. ANALYS[S CONFORMS TO � R-S 0.02 76 C 110 -78 TPI-85 (N�5-91). - S-7 0.05 26 C 78 -273 3. ANCHOR TRUSS FOR A TOTAL -- T-C 0.05 11 C 273 0 HORiZONTAL LOAD OF 292 LBS. BOTTOM CNORDS A-L 0.02 14 T 0 -96 L-K 0.02 14 T 96 -79 • QIIAN TYPE SPAN Pl-H1 OVERHANGS JOB MAItR 1 VS.A 130014 10 0 0 526000F R10 .. , � 4x4= . . B i 12 10� TC C S-OS-06 2x4 tl � 2x411 . G H 2 z A F Q x4�i �x411 E D C ' 2x4 II 2xG II 3x40 T[ 6-06-07 6-06-07 BC 2-06-07 4-00-00 ' 4-00-00 2-06-07 � �� �� �» UniStar -- Version 39.5.3 � DL+LL �EFL = 0.03" IN B-H NOTES: RUN DATE: 10- 4-96 LL DEfI < BRG-SPAN/360 1, TRUSSES MANUFACTURED 8Y - SPAN/DEFL (DL*LU = 999 PRECIS[ON TRUSS SYS. � L51 5I2E LUMBER 7.15FB 2. RNALYSIS CONFORMS TO . ,�� TOP 0.78 2X 4 SP-#2 1720 PLATIHG CONFORMS TO UBC . � TPi-85 (NDS-91). BTM 0.07 2% 4 SP-#2 1720 U C80 4994, DILHR 940003-N) . 3. ANCHOR TRU55 FOR A TOTAL�.��:_ V85 0.09 2% 4 SPF-i!3 865 PLATE VAIUES MAY BE VERIFIED � � �HORIZONTAL LOAD OF 248 LBS.� LUMBER STRESS INLREASE: 15.OX VITH ROB8IH5 ENGINEERING. � � - REPETITIVE MEMBER STRE55 USED. GRIP BASED OH SPF/SYP LUMBER USING GROSS AREA TEST. LATERAL BRALING: PLATES - 20 GAUGE LOCK ��x� TOP CHORD - CONTINUOUS �GRIPP[NG 365-243 PSI PER PAIR ��`J��\ �, ��[� BTM CHORD - CONTINUOUS INCLUDES iS.OX INLREASE ;a3\�\`G`STE�e�/�/�� TRUSS SPACING - 24.0 IN. TENSION 1165- 480 PLI� PER PAfR � �e� SHEAR 74G- 458 PLI PER PAIR �O tQ.� O1 LOADING LNE DEAD (PSF) ��; TOP CHD 20.0 10.0 JT TYPE PLATE SRE % Y � � 15515 •;CL' � . BTM CHD 0.0 10.0 A 2003 3.00 X 4.00 4.1 3.2 �j Z' = 57ATE �F ;4i � TOTAL 20.0 20.0 40.0 � 8 3007 4.00 % 4.00 CTR 2.2 � ' P. :� € � �•. i C 2003 3.00 % 4.00 4.1 3.2 � ND�A�;: f'j SUPPORTE�oA�LONGNENTIRESLENGTH. F 7 0 0 1 2.0 0 % 4.0 0 CTR CTR ' ���0�����1�� G 1007 2.00 % 4.00 CTR CTR LEFT RIGHT H 1001 2.00 % 4.00 CTR CTR , GIR� 0[N - OS% OIN - OSX MEMBR CSf P(LBS) Ma15T Ma2ND TOP CHORDS F-G 0.18 26 C 0 -1076 G-B 0.78 66 L 1076 0 0-H 0.18 66 C 0 -1076 H-L 0.78 26 C 7076 0 BOTTOM CHORDS A-F 0.05 40 T 0 -247 F-E 0.07 40 T 247 -356 E-D 0.07 40 T 356 -247 D-[ 0.05 40 T 247 0 NEBS F-G = Z50 C E-B = 130 C D-H = 250 C � � QOAN TYPE SPAN P1-HS . OVERHANGS JOB MARR 1 VS.A 100305 10 , .. `..0 0 526000F Rll . . . . . ... .. 4x4= /�' -.. a.:ui f 12 10� T1 T2 4-03-Ob � A 3x4�i p C 2x411 � 3x4J TC 5-01•10 5-01-ii BC 5-01-10 5-01-ii � 10-03-OS UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RqN DATE: 10- 4-96 U C80 G994, DIINR 9G0003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECIS[ON TRUSS SYS. CSI SIZE LUMBER 1.15F8 WITH ROBBINS ENGINEERING. 2. ANALYS[S CONFORMS TO � � TOP 0.35 2% 4 SP-q2 1720 . GRIP BASED ON SPF/SYP LUMBER TPI-85 (NOS-97�). _ BTM 0.73 2% 4 SP-#2 7720 USING GROSS AREA TEST. ' 3. ANCHOR TRUSS FOR A TOTAL LI85 0.09 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK � ��` NORIZONTAL LOAD OF 194 LBS. LUMBER STRESS INCREASE: 15.OX GRIPPING 365-243 PSI PER PAIR ' - REPETITIVE MEMBER S7RE55 USED. INCIUDES 15.OX INLREASE TENSfON 1165- 480 PLI PER PAIR IATERAL BRACING: SNEAR 7G4- 458 PLI PER PAiR TOP CHORD - CONTINUOUS ��� BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y �."��,\ �, ��A TRUSS SPqCING - 24.0 IN. A 2003 3.00 % 4.00 4.7 3.2 ,� \\` , ••T . '( B 3001 4.00 % 4.00 CTR 2.2 � ;'G�5 ER���/�� LOqDING LIVE DEAD (PSF) C 2003 3.00 % 4.00 4.1 3.2 �Q �•�� O t TOP CHD 20.0 10.0 D 1001 2.00 X 4.00 CTR CTR � � 15515 :0.' € BTN CHD 0.0 10.0 � � TOTAL 20.0 20.0 40.0 �1 OF 'W� STATE ;4/€ SUPPORT CRITERIA O�'•,v�N�i��P(�,•'�� SUPPORTEDOALONGNENTIRESLENGTH. ' »���ON A� `�� ������tlnnnnrvnae���0" LEi7 RIGHT . GIRD OIN - OS% OIN - OS% MEMBR CS[ P(LBS) Ma157 Ma2N0 TOP CHOR�S A-9 0.35 77 C 0 0 B-[ 0.35 77 C 0 0 BOTTOM CNOR�S A-D 0.13 59 T 0 -704 D-C 0.13 59 T 704 0 1lEBS o-B = 793 c �l+Ll UEfL = 0.17° IN A-B � LL DEFL < BRG-SPpN/360 � SPAN/DEFL (DL+LL) = 999 ;' QIIAN TYPE SPAN P1-H1 OVERHANGS JOB MARR ` "" 1 'VS.A 70511 10 0 0 526000�' R12 . . 3x411 .. _ ( a�: 12 72 70� �10 Ti 2 3-07-06 1 A x4�i D L 2x4 I I 3x4 Q TC 3-08-13 - 3-08-14 BC 3-OS-13 3-08-74 e UniStar -- Version 39.5.3 PLATING CONFORXS TO UBL NOTES: RU9 DATE: 70- 4-96 (ICBO 499G, D[LHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIF;ED PRECISION TRUSS SYS. / CSI S[ZE LUMBER 7.15f8 HITH ROBBINS ENGINEERING. 2. ANALYSIS CONfORMS TO � �TOP 0.18 2% 4 SP-it2 1720 GRIP BASED ON SPF/SYP WMBER TPI-85 (NOS-97). � � �.BTM 0.07 2X 4 SP-#2 1720 �� - USING GROSS AREA TEST. � . .3. ANCHOR TRUSS FOR A TOTAL . . � .IJBS 0.04 2% 4 SPF-#3 865 PLATES - 20 GAUGE IOCK �HORIZONTAI LOAD OF 141 L85. LUNBER STRESS INCREASE: 15.OX GRIPPING 365-243 P51 PER PA[R � ' ' � REPETITIVE MEMBER STRESS USED. iNCLI10E5 15.OX INCREASE TENSION 1165- 480 PLI PER PAIR LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR � TOP CHORD - CONTINUOUS ��y1�,\ TRUSSCSPACINGCONT24UOUiN BT 3001R 3LOOE% 4`00 2X2 CTR a� �C\`G5TF 0��� ti LOA�ING LIYE DEAD (PSF) C 2003 3.00 X G.00 4.1 3.2 3•�;�� FO L� TOP CHD 20.0 10.0 0 1001 2_00 X 4.00 CTR CTR � �° 15515 t K BTM CHD 0.0 10.0 ' € TOTAL 20.0 20.0 40.0 R = PLATE IS ROTATE� BY 90 DEG ;{.t STATE OF :�� O '., � NP .'=� SUPPORT CRITERfA �F • NDIA jC.��� � SUPPOR7EDOA�LONGNENTIRESIENGTH. ��ON AL �� ���nnnmm���n��dc IEFT R[GH7 � GIRD OIN - OSX OIN - O5X MEMBR CSI P(LBS) Ma1ST Ma2N0 TOP CHORDS A-A 0.18 56 C 0 0 B-C 0.18 56 C 0 0 BOTTOM CHORDS A-D 0.07 43 T 0 -356 D-C 0.07 43 T 356 0 NEBS D-B = 136 C � DL*LL DEFL = 0.03" IN B-C � ll DEFL < BRG-SPAN/360 �" SPAN/�EfL (DULI) = 999 QIIAN TYPE SPAN P1-H1 OVERHANGS JOB MARR 1 TR 40802 10 0 0 526000F Rl3 3x4= �� �.��:�. 72 G �� d... ��:'�i'.:.F:�:` 10� TC / TC 1-11-06 :;n"ti3:T.. 3:;a'F:Y:1.:.: :`"z3::if>:::.;'.' ..;.� A 3x �i � 3x4 O TCI 2'04-01 i 2'04-01 g� 4-OS-02 4-08-02 ". UniStar -- Version 39.5.3 PLATING LONfORMS TO UBC NOTES: RUN DATE: 70- 4-96 (ICBO 4994, OILHR 9G0003-N) i. TRUSSES MANUFALTURED BY - PLATE VALUES NAY BE VERIFIED PRELISION TRUSS SYS. CS[ SIZE LUMBER i.15F8 YITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO � � - TOP 0.05 2X 4 SP-#2 V20 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-97). �.-- BTM 0.70 2% 4 SP-#2 1720 USING GRO55 AREA TEST. LUMBER STRESS INCREASE: 15.OX � �PLATES - 20 GAUGE LOLK REPETITIVE MEMBER STRESS USED. GRIPP[NG 365-243 PSI PER PAIR - INCLUDES iS.OX INCREASE LATERAL BRACING: TENSiON 7765- 480 PLI PER PAIR �\����b TOP CHORD - CONTINUOUS SHEAR 74G- 458 PLI PER PAIR BTM LHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y 3�O,,�G�STEReO�/� A 2003 3.00 X 4.00 4.1 3.2 $G�,� �� LOADING LIVE DEAD (PSF) B 3000 3.00 % G.00 [TR 2.2 � 1 5 5 1 5 TOP LHD 20.0 10.0 [ 2003 3.00 X 4.00 4.1 3.2 ' ' � � BTM CH� 0.0 10.0 �� STATE OF :�� TOTAL 20.0 20.0 40.0 �i�`•�'..;tiD1AaP•' �� SUPPORT CRITERIA F��O••AL•�� JT REALT VIDTH JT REALT VIDTH LBS IN-SR LBS IN-SX ����annnmm�a�� A 766 3- 8 [ 167 3- 8 LEFT RIGHT GIRD OIN - OS% OIN • OS% � MEMBER FORCES (LBS) TOP CHORDS A-B = 96 C B-C = 96 C BOTTOM CHORDS A-C = 74 T WE65 DULL DEFL = O.OP� IN A-C LL DEFL < BRG•SBAN/360 SPAN/DEFL (DL+LU = 999 , QDAN TYPE SPAN P1—H1 OVERHANGS JOB MARR 1 TR.A 11008 10 0 0 526000F R14 3x4— i- B � 12 9.98 � TC \���o�'e�^� � . . .. �" �''q ���� M���: ��so��<r;...,.. '�'' �:...:u.:;.. 3.?'p. .A,;•n'�.0 �y�:�` . �a§HS _ ��. [�S� ` S� 6ki: �' . . �\ �''�:•'.� .{ ..;h� �� ;��;,�<'.... �y:Ri�'k y�p 9-06 ,�+j..;;::�ss,s,..,.,�+z.:5 ;a,�'�,.", � : �;:�•� �`.�:, r:.:<.....:re:x,.... �,?,,v� o .yv�O ..9' V 'M'\`Y'�C'"Q,t'». u%:�:ES,Y•,"� . .c:\A. �.�a,�.�.0�'.��'P'`i'�i�� `���`�� �'�'�.�' S�`��v:" �5'.R��.� ��i�.:.C�iy`;;.. .:$�e� Fi,:��i. ��.. .. .:.:<S n::�.:::::.:_:- :;��%�:.�O: ..;_t��>2:"::� ..�.;: ?�h::: `�'%{.g.: Q B � 3x4 ii 3x40 TCI 11-04 it-04 BC i-10-OB . UniStar -- Version 39.5.3 PLATING CONFORHS TO UBC NOTES: RUN DATE: 70- 4-96 (ICBO 499G, DILHR 940003-N) 7. TRl1SSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1.i5F8 YITH ROBBINS ENGiNEERING. 2. ANALYSIS CONFORMS TO TOP 0.07 2X 4 SP-C2 7720 GRIP BASED ON SPF/SYP IUMBER TPI-85 (NDS-97). � BTM 0.01 2X 4 SP-#2 1720 USING GROSS AREA TEST. 1L,. LUMBER STRESS [NCREASE: 15.OX PLATES - 20 GAUGE LOCK - � �� REPE7I7IVE MEMBER STRESS USED. GRIPPING 365-243 PSI PER 7AIR � ' INCLUDES 15.OX INCREASE - y.uY� � LATERAL BRACING: TENSION 1165- 480 PLI PER PAIR � � - P�� � � � TOP CNOR� - CONTINUOUS SHEAR 744- 458 PLI PER PAIR i�9��� ST�O���� BTM LHORD - CONi1NU0U5 �' � ,.'G� R � � � TRUSS SPACING - 24.0 IN. JT iYPE PLATE SIZE I( Y 3 Q ��u O i A 2003 3.0o X �.oa 4., 3.z �``;'� 15515 :� � LOADING LIVE DEAD (PSF) B 3000 3.00 % 4.00 CTR 2.2 € TOP LHD 20.0 70.0 C 2003 3.00 X 4.00 4.1 3.2 ° T t SYATE �F �=4 BTM CN� 0.0 10.0 %n � TOTAL 20.0 20.0 40.0 Q�tif•�.,�Np�r,�P•;,��j� � SUPPORT CRITERIA �VU�ON,A� �`� JT REACT NIDTH JT REACT NIDTN ' pqp l9S IN-SX L85 IN-SX A 54 3- 8 C 49 3- 8 LEFT RIGHT GIRD OIN - OSX OIN - OS% MEMBER FORCES (LBS) � TOP CHORDS A-B = 31 L 8-C = 31 C BOTTOM CHORDS R-C = 24 T LlE85 D ULL DEPL = 0.00" IN A-L LL DEFL < BRG-SPAN/360 SGAN/DEPL (D ULL) = 999 • - . QUAN TYPE SPAN P1-Hl OVERHANGS JOBL MARR 1 2 .2 80600 10 0 0 J2VQQQ� R15 3z4 II � NO 1-04-09 HO 1-04-09 �. I � 12 � 10� TC C 4-11-01 1 3x4�i 3x4 O E F z Z A g 2x II � 4z8= � 2x4 II TC 4-03-00 4-03-00 BC 8-06-00 UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DAiE: 10- 4-96 ([CBO 4994, DILXR 940003-N) i. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VER[�FIED PRECISION TRUSS SYS. C51 S12E LUMBER FB W[TN R088IH5 ENGINEERING. 2. ANALY515 CONFORMS TO � TOP 0.30 2% 4 SP-#2 1500 �GRIP BASED ON SPF/STP LUMBER TPI-85 (NDS-91). ` BTM 0.30 2X 6 SP-it1 1650 =- USING GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL NBS 0.21 2% 4 SPF-#3 750 � PLATES - 20 GAUGE LOCK � HORIZONTAL LOAD OF 205 LBS. LUNBER STRESS INCREASE: 15.OX ' 'GRIPPiNG 365-243 PSI PER PAIR 4. GIRDER CONDITION: - � INCLUDES 15.OX INCREASE TIE-IN TRUSSES ON BiM CHD LAiERAL BRACING: TENSION 1165- 480 PL[ PER PAIR NITH SPAN OF 8'-10" TOP CHORD - CONTINUOUS SXEAR 744- 458 PLI PER PAIR BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y A 4000 2.00 X 4.00 2.5 1.0 � LOAUING L[VE DEAD (PLF) B 3001R 3.00 % 4.00 2.2 CTR TOP CHD 40.0 20.0 L 4000 2.00 X 4.00 2.5 1.0 ����� �; �Qjpn BTM CHD 68.8 88.8 D 7070 L.00 % 8.00 CTR CTR �3 �:•G�STER•, 7� TOTAL 108.8 108.8 277.5 E 4170 3.00 x 4.00 Cie CTR Q . �, F�, f F 4110 3.00 % 4.00 CTR CTR '-F �'•�15515 ;LL € SUPPORT CRITERIA = ; JT REACT HIDTH JT REACT YIDTH R = PIATE IS ROTATED BY 90 DEG � Z�� �F d W� L85 IN-.SX LBS IN-S% �-^.. . STATE ;CU£ A 924 3' B C 924 3- 8 ����••.�NDI��r�C�� � `�S/ONA1- `�� MEMBER FORCES (LBS) „''������nAnnnmm�����c` TOP LNORDS E-8 = 568 C 8-F = 568 C BOTTOM CHOR�S � A-� = 0 T �D-C = 0 T VE85 � A-E = 590 C E-D = 448 T D-B = 473 T D-F = 448 T C-F = 590 C DL+LL DEFL = 0.07" IN B-f LL DEFL = 0.01" < BRG-SPAN/360 SPAN/DEfL (DL+LL) = 999 � � QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARR 1 MONO 100300 7 0 0 52,6�001 R16 �-- - � NO 1-01-15 HO 6-04-01 2x4 11 B 2x4 I I � '. N � 2x4 II 72 � 7�x4 11 L 2x411 T� K 6-04-15 . �411 8 J 7 2x4 6 5 2x4 II � E 3 Z 1 x4 II 2X4 �x4 II �xG il � � � G D A C 2x41t 2x411 2x411 ' 2x4 II TC 9-00-00 BC 2-04-OG 7-OG-00 1-04-00 1-04-00 1-04-00 10204 9-00-00 UniStar -- Version 39_5.3 MEMBR CSI P(LBS) Ma75T Ma2ND .NOTES: RUN DATE: 70-- 4-96 F-E 0.03 37 C 12 -90 i. TRUSSES MANUFACTURED BY - - I-J 0.05 116 C 727 155 PRECISION TRUSS SYS. 1 CS1 SIZE LUMBER 1.15F8 H-K = 72 C G-L = 87 C 2. ANALYSIS CONFORMS TO "'�"=�'-TOP 0.06 2X 4 SP-M2 7720 D-M = 81 C A-N = 83 C TP[-85 (NDS-97). - -��BTM 0.03 2X 4 SP-tt2 7720 C�-8 = 36 C . 3. END VERTICAL(S) NOT �- L185 0.06 2X 4 SPF•#3 865 DESIGNED FOR HIND EXPOSURE. ' '�" � ' � LUMBER STRE55 INCREASE: 15.OX DL*LL UEFL =� 0.00" IN E-J 4. ANCHOR TRU55 FOR A TOTAL REPETITIVE MEMBER STRESS USED. LL DEFL < BRG-SPAN/360 NOR[ZONTAL LOAD OF 253 LBS. SPAN/DEFL (DL�LL) = 999 � LATERAL BRACING: TOP CNORD - LONT[NUOUS PLATING LONFORMS TO UBC BTM CNORD - LONTINUOUS (ICBO 499G, DILHR 940003-N) a�d�� TRUSS SPAC[NG - 24.0 [N. PLATE VALUES XAY BE VERIFIE� �pJ\� `•:. MO� YITH ROBBINS ENGINEERING. A lOADING LIVE DEAD (PSF) GRIP BASED ON SPF/SYP LUMBER 3 : �5 E �ti,`� B�iM CHD z0.0 10.0 PLATESGROZO GAUGETLOCK 3���Q��G T �FOL� ¢ 70TAL 20.0 20.0 40.0 GRIPPING 365-243 PSI PER PAIR � ' 1 5 5 1 5 ;� [ INCLUDES 15.OX INCREASE T+( STATE OF :�� SUPPORT CRITERIA TENSION 1165- 480 PU PER PAIR �%n � P ��� BOTTOM CHORD LONTINUOUSIY SNEAR 744- 458 PLI PER PRIR � �i!`��•. �NDII��;'`� SUPPORTE� ALONG ENTIRE LENGTH. �. F \ � JT TYPE PLATE SIZE % Y Q��`�'�ONA� � R A 7001 2.00 X 4.00 CTR CTR n/!///A41Iqfl1Y1111A\\P�`� MEMBR C51 P(LBS) Ma1ST Ma2ND 6 4200 2.00 X 4.00 LTR CTR TOP CHORDS C 4594 2.00 X G.00 2.0 1.8 E-J 0.06 75 C 187 -345 0 1007 2.00 X 4.00 CTR CTR J-K 0.03 8 L 189 -106 E 4100 2.00 X 4.00 1.5 1.0 K-L 0.02 3 C 80 -720 F 4000 2.00 X G.00 1.5 1.0 L-M 0.02 2 C 96 -118 G 1001 2.00 X 6.00 CTR CTR M-N 0.02 2 C 702 -704 H 7001 2.00 % G.00 CTR LTR N-B 0.02 3 C 90 -39 I 7001 2.00 X 4.00 CTR CTR �BOTTOM CHORDS J 1007 2.00 X 4.00 CTR CTR F-I 0.03 16 T -25 -771 K 1001 2.00 X 4.00 CTR CTR I-H 0.01 5 T 43 -45 L 1001 2.00 % 4.00 CTR CTR H-G 0.01 4 T 13 -51 M 1001 2.00 % 4.00 CTR CTR i �G-D 0.07 2 T 25 -44 N 1001 2.00 X 4.00 CTR CTR �-� D-A 0.01 2 T 26 -46 A-C 0.01 0 T 32 -26 NEBS F-E 0.03 37 C 12 -90 ' . QUAN 'i'YPE SPAN P1-H1 OVERHANGS JO^H MARR 4 MONO 100300 7 0 0 SG6�ooY R17 � - ' NO 1-01-15 HD 6•04-01 , ,. .. .. . � 2x4 il B ; (` l tz �� 3x4� D T1 � 6•04-15 _ q 2x4 II E , 1 • F x4= C 3x4= TC 9-00-00 BC 8-10-08 'v . �� �.. Uni52ar -- Version 39.5.3 PLATING CONFORHS TO UBL NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTl1RED BY - . GLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. l LSI SI2E LUMBER 1.i5F8 YITN ROBB[NS ENGINEERING. 2. ANALYSIS CONFORMS TO � _,�,.�, TOP 0.25 2% 4 SP-tt2 1720 ' GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-97). � . BTM 0.44 27( G SP-#2 1720 USING GROSS AREA TEST. 3. END VERTICAI(5) NOT � � NBS 0.19 2X 4 SPF-p3 865 PLATES - 20 GAUGE LOCK DESIGNED FOR W1ND EXPOSURE. LUMeER S7RE55 iNCREASE: 15�.OX GRIPPING 365-243 PSI PER PAIR 4. ANCHOR TRUSS FOR A TOTAL ' � REPETIT[VE MEMBER STRESS USED. INCLUDES 15.OX INCREASE HOR120NTAL LOAD OF 253 LBS. � TENSION 1765- 480 PLI PER PAIR LAiERAL BRACING: SHEAR 744- 458 PLI PER PAIR TOP CHORD - LONTINUOUS 8TM CHORD - CONTINUOUS JT TYCE. PLATE SI2E X Y TRUSS SPACING - 24.0 IN. B 4200 2.00 X 4.00 CTR CTR �� en LOAOING LIVE DEAD (PSF) D 1012 3.00 % 4.00 CTR CTR $al'�J,�\�GSTERO'r`�� TOP CHD 20.0 10.0 � E 4100 2.00 % G.00 LTR CTR � 3(�.;Q�� 0'; BTH CHD 0.0 70.0 F 4010 3.00 % G.00 CTR CTR 1 55 1 5 70TAL 20.0 20.0 40.0 ' '� � SUPPORT CRITERIA �1t, STATE OF 7�€ JT REACT YIDTH JT REACT WIDTH O�'•,� iNp�^�aP,`���c LBS IN-S% LBS IN-S% t {� F 360 3- 8 C 360 3- 8 ���s��Q�AL `\,� ��ryrannniHN�htN���� MEMBER FORCES (LBS) TOP CHOR�S E-D = 0 T D-8 = 0 T , BOTTOM CHORDS . � F-C = 192 7 � VEBS F-E = 7V C F-D = 245 C D-C = 225 C C-B = 754 C DL+�L DEFI = 0.34" IN F-C LL DEFL < BRG-SPAN/360 , SPAN/DEfI (DL+��) = 314 • QIIAN TYPE SPAN P1-H1 OVERHANGS JOB MARR : .. 3 MONO 100300 7 1008 0 526oQOF R18 - � - � HO 1-07-A5 " � HO b-04-01 � 2x4 II - B /� . I 72 7� 3x4o . � T1 6-04-15 y / - 2x4 I I E ' :. F x4= � 3x4= TL 1008 9-00-00 BCI 8-10-OS 9-00-00 UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 70- 4-96 (lCBO 499G, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - - � PLATE VALUES XAY BE VERIFIED PREC[SION TRUSS SYS. � CSI SIZE LUMBER 1.i5FB YITH R086INS ENGINEERING. 2. ANALYSIS CONFORMS TO �-"!�� TOP 0.25 2X 4 SP-#2 1720 GR�IP BASED ON SPF/SYP LUMBER TPI-85 (NDS-97). , � BTM 0.44 2X 4 SP-#2 1720 USING GROSS AREA TEST. ' - 3. END VERTICAL(5) N0T � .. �� WBS 0.79 2X 4 SPF-H3 865 PLATES - 20 GAUGE LOCK DESIGNED FOR UIND EXPOSURE. LUMBER STRESS INCREASE: 15.OX GRIPPING 365-243 P51 PER PAIR 4. ANCNOR TRUSS FOR A TOTAL REPETITIVE MEMBER STRESS USED. INCLUDES 15.OX INCREASE HORIZONTAL LOAD OF 253 LBS. TENSION 7165- 480 PL1 PER PAIR �� - LATERAL BRAC[NG: SHEAR 744- 458 PLI PER PA1R TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS JT TYPE PLATE SI2E % Y � � M e TRU55 SPACiNG - 24.0 IN. B 4200 2.00 % 4.00 CTR CiR �� ,,. .,�O,rL� C 4593 3.00 % 4.00 2.0 1.5 �.e�1 ;G�5TE/{�,�r/f LOADING L NE DEAD (PSF) D 1012 3.00 X 4.00 LTR. CTR O :�� O L TOP CHD 20.0 10.0 E 4100 2.00 % 4.00 CiR CTR 3 � � � 1 5 5 1 5 • ° . BTM CHD 0.0 70.0 F 4070 3.00 % 4.00 CTR C7R : �n= � TOTAL 20.0 20.0 40.0 � t STATE �F :�+-� � SUPPORI CRITERIA 0�!��, �Np���P;����c FT RL360 `3DS8 CT RL360 ,3D58 C��mannni+n�����qU�� �,,, �ON A� �' MEM9ER FORCES (LBS) TOP CHORDS E-D = 0 T D-B = 0 T �, BOTTOM CHORDS F-C = 192 T 1JE8S F-E = i V C F-D = 245 C i D-L =� 225 C C-8 = 154 C . � DL+LL DEFL = 0.34" IN F-C LL DEiL < BRG-SPAN/360 ;. SPAN/DEFL (DL+LL) = 314 i♦ . QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARR 1 G16 200000 10 1008 1008 526000F Rl9 4x4= HO 4'13 8 HO 4-73 2�c4 11 2x4 11 V N ( � 2x411 2x411 U X 12 2x4 11 2x4 11 T Y 10 2x4 II 2x4 I I 5 Z 8-08-13 TC T� 2x411 2x4 11 6 6 qp R 2x411 5 5 4 BB II a 4 3 3 3x4= 2 Z � 3C4= A 7 �P �0 Q N� L� �K � x4 n Xa u zx zx u xc u � � � � � � Q N � 2x411 2x411 2x411 2x411 2x411 2x411 2x4 I I 2x4 II m m TL ° I 10-00-00 70-00-00 ° BC 2-00-00 0 0 0 0 0 0 0 0 0 0 0 0 2-00-00 0 0 0 0 0 0 0 0 0 0 0 0 �1 �1 �1 �T �T �1 �T �i �S V �1 �S O O O O O �]_00 _p O O O O O M1 11V UniStar -- Version 39.5.3 MEMBR CSI P(L85) Ma15T Ma2N� PLATING CONFORMS TO U8C Rl1N DATE: 10- 4-96 G-F 0.01 74 T 34 -37 (IC80 4994 DILHR 940003-N) F-E 0.07 74 T 37 -27 PLATE VALU�S MAY BE VERIFIED CSI S[ZE LUMBER 1.75F6 E-D 0.01 14 T 27 -66 LIITH ROBBINS ENGINEERING. TOP 0.03 2X 4 SP-#2 1720 D-C 0.07 14 T 66 0 GRIP BASED ON SPF/SYP LUNBER � BTM 0.01 2X 4 SP-#2 1720 4EB5 USING GROSS AREA TEST. �� VBS 0.10 2X 4 SPF-#3 865 P-0 = 707 C 0-R = 73 C PLATES - 20 GAUGE LOCK LUMBER STRESS INCREASE: iS.OX � N-S �= 82 C M-T = 80 C GRIPPING 365-243 PSI PER PAIR REPETITIVE MEMBER STRESS USED. L-U = 81 C K-V = 87 C � INCLUDES 15.OX INCREASE � J•B = 45 C I-N = 87 C TENSION 7165- 480 PLI PER PAIR LATERAL BRACING: H-X = 81 C G-Y = 80 C � SHEAR 744- 458 PL1 PER PAIR TOP CHORD - CONTINUOUS F•Z = 82 C E-AA = 73 C � BTN CHORD • CONT[NUOUS D-BB = 107 C JT TYPE PLATE SIZE % Y ONE BRACE - J-B A 2001 3.00 X 4.00 3.6 2.9 - TRUSS SPALING - 24.0 IN. DL�LL DEFL = 0.00" IN B-H B 3001 4.00 % 4.00 LTR 2.2 LL� DEiL < BRG-SPAN/360 C 2007 3.00 % 4.00 3.6 2.9 LOADING LIVE DEA� (PSF) SPAN/DEFI (OL+�L) = 999 D 1001 2.00 % 4.00 CTR CTR TOP CHD 20.0 10.0 E 1001 2.00 % 4.00 CTR CTR BTM CHD 0.0 10.0 F 1001 2.00 % 4.00 CTR CTR TOTAL 20.0 20.0 40.0 G 1001 2.00 X 4.00 CTR CTR H 7007 2.00 % 4.00 CTR LTR SUPPORT CRITERIA 1 1001 2.00 X 4.00 CTR CTR BOTTOM CHORD CONTINUOUSLY /� J 1007 2.00 % 4.00 CTR CTR SUPPORTED ALONG ENTIRE LENGTH. \�� �Te,�o�(A/n � 1001 2.00 % 4.00 C7R CTR LEFT R(GHT �v ;'(�� RF'.,U M 1007 2.00 X 4.00 CTR CTR HEEL OIN - 45% OIN - 4SX �3 Q ;�v � ; N 1001 2.00 % 4.00 CTR CTR 3 � 0 1001 2.00 % 4.00 CTR CTR MEMBR C51 PCLBS) Ma15T Na2ND � � = 15515 •.� � P 1007 2.00 X 4.00 GTR CTR TOP CHORDS 3 ' :w � 4 1001 2.00 X 4.00 CTR LTR A-0 0.03 12 C 0 -189 � t` t r�7ATE aF :�� R 1007 2.00 % 4.00 CTR LTR 0-R 0.03 22 C 189 •92 z 'p '• � ��r� S 1007 2.00 % 4.00 CTR CTR R-S 0.02 17 C 92 -108 � '•. i t�P.' ^�� T 1001 2.00 X 4.00 LTR CTR S-T 0.02 18 C 108 -106 F •,.�D�A.,• �� U 1007 2.00 % 4.00 CTR LTR T-U 0.02 18 C 106 -709 �s' ""' `(, V 1001 2.00 % 4.00 C7R CTR U-V 0.02 18 C 109 -104 5y �nNp^\"�c�� N 1001 2.00 X 4.00 C7R CTR V-B 0.02 22 C 104 0 � % 1001 2.00 % 4.00 CTR CTR 8-W 0.02 22 C 0 -104 Y 1001 2.00 X 4.00 CTR CTR N-X 0.02 18 C 104 -109 Z 1001 2.00 X 4.00 CTR CTR X-Y 0.02 18 L 109 -106 AA 1001 2.00 X 4.00 CTR LTR Y-Z 0.02 18 C 106 -708 BB 1001 2.00 X 4.00 CTR CTR Z-AA 0.02 17 C 108 •92 AA-BB 0.03 22 C 92 -189 NOTES: BB-C 0.03 12 C 789 0 1. TRUSSES MANUFACTURED BY - BOTTOM CHORDS PRECISION TRUSS SYS. A-P 0.01 14 T 0 -66 2. ANALYSIS CONFORMS TO - P-0 0.07 14 T 66 -27 TP[-85 (NDS-91). � 0-N 0.07 14 T 27 -37 3. ANCHOR TRUSS FOR A TOT�AL .N-M 0.01 14 T 37 -34 NORIZONTAL LOAD OF 379 LBS. �- ' M-L 0.01 14 T 34 -35 L-K 0.01 14 T 35 -35 K-J 0.01 14 T 35 -35 J-I 0.07 14 T 35 -35 I-N 0.01 14 T 35 -35 H-G 0.01 14 T 35 -34 . QIIAN TYPE SPAN P1-H1 OVERHANGS JOB MARR 5 4. 3 200000 10 1008 1008 526000F R20 4x6 11 � ' HO 4-13 B HO 4•13 _ l' . �72 70I U�411 2x411 F G 8-08-13 TL � � TC 2 2 3x4= 3x4= q C � E D 3x4= 3z4= 0 0 TC ° 10-00-00 10'00-00 � BC 20-00-00 UniSiar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 70- 4-96 , (IC80 4994, OILHR 940003-N) 1. TRUSSES MANUFALTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. LSI 5[ZE LUMBER 7.15FB W[TN ROBB[NS ENGINEERING. 2. ANALYSIS LONFORMS TO TOP 0.30 2X 4 SP-112 7720 GRIP �BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.67 2X G SP-DSS 3570 USING GRO55 AREA TEST. 3. ANCHOR TRU55 fOR A TOTAL , �� HBS 0.48 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK HORIZON7AL LOAD OF 379 LBS. -'�.LUMBER STRESS INCREASE: 15.O;L GRIPGING 365-243 GSI PER PAIR . . � REPETITIVE MEMBER STRE55 USED. INCLUDES iS.OX INCREASE � TENSION 1165- 480 PLI PER PA[R �� ' LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR �y TOP CHOR� • CONTINUOUS BTM CHORD - CONTINUOUS JT TYPE PLATE S�IZE % Y ��1-• Mp9!� TRUSS SPACING - 24.0 IN. g 301�OR 4.00 x 6.00 2.9 LiR ��\•�Ci�STER�O`/�o LOADING LIVE DEAD (PSF) C 2001 3.00 % 4.00 3.9 2.7 �� ��' � � TOP CHD 20.0 10.0 � 1010 3.00 X 4.00 CTR CTR 3 � 15515 :�- _ BTM CHD 0.0 10.0 E 1070 3.00 % 4.00 CTR CTR 3 -p' ;�l.i� TOTAL 20.0 20.0 40.0 F 7001 2.00 % 4.00 CTR CTR �t, STATE aF : '-v; E%CcPTI0N5: G 1001 2.00 X G.00 CTR CTR O '• � �P;�?€ .E-D 30.0 10.0 � �•,NDiP � � R = PLATE IS ROTATED BY 90 DEG ��FSS/pN AL �'�� � SUPPORT CRITER[A �i��i�Mannnrvm������, JT REACT NIDTH JT REACT LIIDTH LBS IN-SX L85 IN-SX A 7031 3- 8 C 1031 3- 8 LEfT R[GH7 HEEL OIN - 45X OIN - GS% MEMBER FORCES (LBS) i0P CHORDS A-F = 1298 C F-B = 1252 C B-G = 7252 C G-C = 7298 C " BOTTOM LHORDS A-E = 998 T E-D = 627 T �-C = 998 T NEBS F-E = 264 C E-8 = 737 T e-D = 737 T D-G = 264 C 4 DL�IL DEFL = 0.10" IN 8-G LL UEfL = 0.07" < BRG-SPAN/360 SPAN/�EfL (OL4LL) = 999 • QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 5 4.3 200000 10 1008 1008 526000F R21 4x6 11 � - HO 4-13 B � HO 4-13 i..._. l 12 10�2x411 2x4 II F G T1 � 8-08-13 � � T2 2 2 3x4= 3x4= A C E D 3x4= 3x4= m 0 TL 10-00-00 70-00-00 ° gC 20-00-00 UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (IC80 4994, DILHR 940003-N) 1. TRUSSES MANUFALTURED BY • PLATE VALUES MAY BE VERIFIED PRECISION� TRUSS SYS. CSI SIZE LUMBER 7.15FB WITH ROBB[NS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.30 2X 4 SP-k2 7720 GR1P BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.67 2X 4 SP-DSS 3570 USING GROSS pREA TEST. 3. ANCHOR TRUSS FOR A TOTAL � VBS 0.48 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK HORIZONTAL LOAD OF 379 L6S. _ LUMBER STRESS INCREASE: iS.OX GRIPPIHG 365-243 PS[ PER PAIR '. REPETITIVE MEMBER STRESS USE�. INCLl1DE5 15.OX INCREASE TENSION 1765- 480 PLI PER PAIR ' LAiERAI BRACING: SHEAR 744- 458 PLI GER PAIR �qy,ttuNW � TOP CHORD - CONTINUOUS �� ` I,� BiM CHORD - CONTINUOUS JT TYPE PLATE SI2E % Y ,,\ �,. !V� TRUSS SPACING - 24.0 IN. A 2001 3.00 X L.00 3.9 2.7 c \\` .• ' B 3010R 4.00 % 6.00 2.9 CTR ��;'GiSTERF'.����� LOADING LIVE DEAD (PSF) C 2001 3_00 % 4.00 3.9 2.7 ��Q;'�4' O: - TOP CHD 20.0 10.0 D 1010 3.00 X 4.00 CTR CTR 3 �• 1 5 CJ 1 5 ;r � BTM LHD 0.0 10.0 E 1010 3.00 % 4.00 CTR CTR ' 1 , TOTAL 20.0 20.0 40.0 F 7001 2.00 X 4.00 CTR LTR � �;t STATE OF �W e � EXCEPTIONS: G 1001 2.00 X 4.00 CTR CTR E-� 30.0 10.0 ��/.n'•.;NOin?P�V :�` i R = PLATE IS ROTATED BY 90 DEG �(�v O � '°��� (` � SUPPORT CRITERIA � V�ONA1. � ! JT REACT HIDTH JT REACT H[DTH �����m+nnx�wmM���C` � LBS IN-§% LBS IN-SX � A 1037 3- 8 C 7031 3- 8 LEF7 RIGHT � HEEL OIN - 4SX OIN - 45X MEMBER FORCES (LBS) TOP CHOROS . A-F = 7298 C F-8 = 7252 C B-G = 1252 C G-C = 1298 C � ' BOTTOM CHORDS A-E = 998 T E-D = 627 T D-C = 998 T LIEBS FE = 264 C E-B = 737 T 8-D = 737 T D-G = 264 C ,. DL+�� DEFI = 0.70" IN B-G . LL DEFL = 0.07" < BRG-SPAN/360 SPAN/DEFI (OL+�L) = 999 • QIIAN `PYPE SPAN P1-H1 OVERHANGS JOB MARg � 1 G16 80600 10 1008 1008 526000�' R22 3a4 II HO 1-04-09 MO 1-04-09 �~ 2x4 I I 2x4 I I K L 12 10� / 2x4 I I 2x4 II �TC TC M 4-71-01 S 2x4 II 4 4 2x4 II 0 P 3 3 ' . ' ,. A H G � Q Q 2x II �x411 �x411 F E D C 2x4 I I 2x4 I I 2x4 I I 2x4 I I TC 10-08 4-03-00 4-03-00 I 10-08 BL 1-07-00 1-04-00 1-04-00 7-04-00 1•04-00 7-07-00 B-Ob-00 UniStar -- Version 39.5.3 MEMBR C51 P(LBS) Ma7ST Ma2ND NOTES: RUN OATE: 10- 4-96 C•P 0.04 58 C 59 itb 1. TRUSSES MANUFALTURED 8Y - H-J = 91 L G-K = 77 C PRECISION TRUSS SYS. i CSI SIZE LUMBER 1.i5i8 F-B = 60 L E-L = 77 C � 2. ANALYS(S CONFORMS TO ."TOP 0.02 2% 4 57-#2 1720 D-M = 91 C TPI-85 (NOS-91). �� BTM 0.01 2% 4 SP-#2 7720 3. ANCHOR TRUSS FOR A TOTAL � � NBS 0.04 2% 4 SPf-#3 865 DL+�L DEFL = 0.00" IN 0-J HORIZONTAL LOAD OF 208 LBS. LUMBER STRESS INCREASE: 15.OX LL DEFL < BRG-SPAN/360 ' REPETITIVE MEMBER STRESS USED. SPAN/DEFL (DL+LL) = 999 LATERAL BRACING: PLATING CONFORMS TO UBC TOP CHORD • CONT[NUOUS (ICBO 4994, DILHR 940003-N) a�\�W M�� BTM CHORD - .LONTINUOUS PLATE VALlJES MAY BE VERIF[ED �f � TRU55 SPAC[NG - 24.0 IN. WITN ROBBINS ENGINEERING. ao-y`l. �G�STE�;•,,r/ LOADING LIVE DEAD (PSF) USINCBGROSSOAREAFTEST,LUMBER �Q.,•'r4i Fp��� TOP CHD 20.0 10.0 PLATES - 20 GAUGE LOCK : BTM CHD 0.0 10.0 GRIPPING 365-243 PSI 7ER PAIR 3 T?• 1 5 5 1 5 �� E � S STATE OF � �� TOTAL 20.0 20.0 40.0 INCLUDES 15.OX INCREASE �O'•,• ' aP : � � TENSIOH 1165- 480 PLI PER PA[R :� SUPPORT CRITERIA SHEAR 744- 458 PLI 7ER PAfR �F��(�l',),'•'VD.^` •C�`r� BOTTOM CHORD CONTINUOUSLY "�ON�L `\ SUPPORTEO ALONG ENTIRE LENGTH. JT TYPE PLATE SIZE X Y 4/p����w������N`� A 4000 2.00 X 4.00 LTR �CTR 8 3007R 3.00 % 4.00 2.2 CTR MEMeR CSI P(LBS) Ma1ST Ma2ND C 4000 2.00 % 4.00 CTR CTR TOP CHORDS D 1007 2.00 % 4.00 CTR CTR 0-J 0.02 18 C T16 -142 E 1001 2.00 X 4.00 CTR CTR J-K 0.02 19 L 730 -95 F 7001 2.00 X 4.00 CTR CTR K-8 0.02 17 C 96 -172 G 1007 2.00 X 4.00 CTR CTR 8-L 0.02 77 C 112 -96 H 7001 2.00 X 4.00 CTR CTR L-M 0.02 19 C 95 •730 J 7001 2.00 X G.00 CTR CTR M-P 0.02 18 C 142 •11�6 K 1001 2.00 X 4.00 CTR CTR BOTTOM CNOROS L 7007 2.00 X L.00 CTR CTR A-H 0.01 15 T 59 -44 M 1001 2.00 X 4.00 CTR CTR N-G 0.01 14 T 36 -35 0 4100 2.00 X 4.00 LTR CTR G-F 0.01 14 T 35 -35 P L100 2.00 X 4.00 CTR CTR . F-E 0.07 14 T 35 .'35 E-D 0.01 14 T 35 -36 R = PLATE IS ROTATED BY 90 DEG D-C 0.01 75 T 44 -59 WEBS A-0 0.04 58 C -59 -116 , QIIAN TYPE SPAN P1—H1 OVERHANGS JOB �Rg 1 Z .2 �o�oo lo 0 0 526000F R23 3x4 I I � HO 7-11 ' � HO 7-11 � ;l �� tz to� rc c 3-09-10 � 4x4= 4x4= A C >.�::` D 2x4 II TC 3-09-08 3-09-OS BC 7-07-00 � UniS[ar -- Version 39.5.3 PLAT[NG CONFORMS TO UBL NOTES: RUN DATE: 10- 4-96 (ILBO 4994, DILHR 940003-N) i. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISfON TRUSS SYS. CSI SIZE LIIMBER FB HITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.18 2X 4 SP-#2 1500 GRIP BASE� ON SPF/SYP �UMeER TPI-85 (NOS-91). �� BTM 0.30 2X 4 SP-#2 1500 USING GRO55 AREA TEST. 3. ANLHOR TRUSS FOR A TOTAL '� ' NBS 0.12 2X 4 SPF-#3 750 PLATES - 20 GAUGE LOLK NOR120NTAL �LOAD OF 154 LBS. HDGaA 2% 4 SP-#2 GRIPPING 365-243 P51 PER PAIR 4. .GIRDER CONDITION: - Ll�GaL 2X 4 SP•#2 INCLUDES iS.OX INCREASE TIE-IN TRUSSES ON BTM CHD � LUMBER STRESS INCREASE: 15.OX TENSiON 1165- 480 PLI PER PAIR VfTH SPAN OF 4'- 6" SHEAR 744- 458 PLI PER PAIR IATERAL BRAL[NC: TOP CHORD - CONTINUOUS � JT TYPE PLATE SIZE X Y BTM CHORD - CONTINUOUS A 2002 4.00 X 4.00 0.4 1.5 TRUSS SPAC[NG - 24.0 IN. 8 3001R 3.00 X 4.00 2.2 CTR ��� ' C 2002 4.00 X 4.00 0.4 1.5 Ww� TOPDCHD 40v0 zpAD� (PLF) D 1001 2.00 % 4.00 CTR CTR �`` �;, , oiP�/ � :G�STERF'• tJ� BTM CND 25.0 45.0 R = PIATE IS ROTATED BY 90 DEG O •Q,� p� TOTAL 65.0 65.0 730.0 �`� 15515 t pC SUPPORT CRITER[A �� 57ATE OF :ti JT REACT HIDTH JT REACT V1DTN � , *.� .�`. � l9S IN-SX L85 1N-S% � •ti�rypi�,N� A 455 3- 8 C 455 3- 8 . C� �'�•.....••'�V LEFT RIGHT `���NAI� HEEI 3IN • 25X 3IN - 25x MEMBER FORLES (LBS) TOP CHORDS A-B = 385 C B-C = 385 C BOTTOM CHORDS A-D = 296 T D-C = 296 T � VEBS U-8 = 266 T DL+LI DEFL = 0.05" IN B-C � LL DEFL = 0.01° < BRG-SPAN/360 � ... SPAN/DEFL (DL+LI) = 999 • �QIIAN TYPE SPAN P1-Hl OYERHANGS JOB MARR ` 1 G16 70700 10 1008 1008 526000F R24 3x4 11 .. � . HO 7-17 � HO 7-71 � ,3 '� , 2x4 II Zx4 II �Z J K 10� 2x4 I I 3-09-70 1 TC � 3 C 2x411 L 2 Z 4x4= 4x4= q ' .. C 7 N G Q Q x411 x411 F E D 2x4 II 2x4 I I 2x4 I I TC 10-08 3-09-08 3-09-OB 70-08 BC 1-Oi-08 7-OL-00 1-04-00 1-04-00 1-04-00 1-07-08 7-07-00 UniS[ar -- Version 39.5.3 XEMBR CSI P(LBS) Ma1ST Ma2ND � RUN DATE: 70- 4-96 H-I = 87 C G-J = 89 C NOTES: � F-B = 43 C E-K = 89 C 7. TRUSSES MANUFALTURED BY - CSI SIZE LUMBER 1.i5F6 D-L = 81 C PRELISION TRUSS SYS. TOP 0.02 2% 4 SP-k2 1720 2. ANALYSIS CONFORMS TO . � � BTM 0.01 2X 4 SP-#2 1720 DHLL DEfL = 0.00" IN J-B TPI-85 (NDS-91). � NBS 0.02 2X 4 SPF-#3 865 LL DEFL < BRG-SPAN/360 3. ANCHOR TRUSS FOR A TOTAL . � � NDGaA 2X 4 SP-#2 �SPAN/DEFL (Dl«LU = 999 HORIZONTAL LOAD OF 754 LBS. � WDGaC 2% 4 SP-#2 LUMBER STRESS INCREASE: iS.OX PLATING CONFORMS TO UBC � REPETITIVE MEMBER STRESS USED. (ILBO 4994, DILHR 940003-N) � PLATE VALUES MAY BE VERIFIED � LATERAL BRACING: VITH ROBBINS ENGINEERING. � TOP CHOR� - CONTINl10U5 GR[P BASED ON SPF/SYP LUMBER ,,,yy�w""",�,�,,,,^^����---yyy,,, p� BTM CHORD - CONTINUOUS USING GRO55 AREA TEST. �w� �. �110A TRU55 SPACING - 24.0 IN. PLATES - 20 GAUGE LOCK ���� �""••. 'r� GRIPP]NG 365-243 PSI PER PAIR C+��'TE'4F1'�� LOADING LIVE DEAD (PSF) INCIUDES 15.OX INLREASE Q�Q�� OS TOP CHD 20.0 10.0 TENSION 1165• 480 PLf PER PAIR � 1 5 5 15 '� � BTM CHD 0.0 10.0 SHEAR 744- 458 PLI PER PAIR ' E � TOTAL 20.0 20.0 40.0 �� STATE �F �C�� JT TYPE PLA1E SIZE X Y Q •. p f� SUPPORT CR(TERIA A 2002 4.00 X 4.00 0.4 2.0 ��+ ' ;�'DI/.C;.•' �� SUPPORTEDOA�LONGNENTIRESLENGTH. C 2002R 4.00 % 4.00 0.4 2?0 `�'�ON Al. ��' D 1001 2.00 X 4.00 CTR CTR ��nnnnnNn� LEFT RIGHT E 7001 2.00 X 4.00 CTR CTR HEE� 3IN - 2S% 3IN - 2S% F 1001 2.00 X 4.00 C7R CTR G 1007 2.00 X 4.00 CTR LTR MEMBR CSI P(LBS) Ma1ST Ma2ND H 1001 2.00 % 4.00 CTR CTR� 70P CHORDS [ 1001 2.00 X G.00 CTR CTR A-1 0.02 73 C 0 -104 J 1001 2.00 X 4.00 CTR CTR 1-J 0.02 77 C 104 -721 K 1001 2.00 % 4.00 CTR CTR - J-B 0.02 23 L 721 0 L 1001 2.00 % 4.00 CTR CTR B-K 0.02 23 C 0 -127 K-L 0.02 17 L 121 -104 R = PLATE [S ROTATED BY 90 �EG L-C 0.02 13 C 104 0 BOTTOM CHORDS A-H 0.01 74 T 0 -36 " H-G � 0.07 14 T 36 -35 . G-F 0.01 14 7 35 -35 � F-E 0.01 14 T 35 -35 , E-D 0.01 14 T 35 -36 D-[ 0.01 14 T 36 0 4JE B S , QIIAN TYPE SPAN P1-H1 OVERHANGS JOH �pgg 1 JCA2 40408 6 1008 0 526000F R25 ' " HO 4-03 Ho 2-06-07 " ` ' . : . 2x4 II _ .. . . �� � .. ,_.�. � .. �� 2x411 �`.` G 12 . 6� �, 2x4 I I 2-07-03 F T7 3 2 3x4= � A �;::.y E D C 2x4 II 2x4 il 2x4 II TC 10-08 4-Ob-00 BC 4-04-08 4-06-00 Uni�S[ar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 70- 4-96 (ILBO 499G, DILHR 940003-N) 1. TRUSSES MANUFACTUREO BY • PLATE VALUES MAY BE VERIFIED PRELISION TRUSS SYS. CSI SIZE LUMBER 1.i5F8 VITH ROBB[NS ENGINEERING. 2. ANALYS[5 CONFORNS TO TOP 0.17 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP Ll1MBER TPI-85 (NOS-91). BTM 0.78 2% 4 SP-#2 1720 USING GROSS AREA TEST. HBS 0.01 2% 4 SPF-#3� 865 PLATES - 20 GAUGE LOCK .` LUMBER STRESS INLREASE: 15.0Y. GRIPPING 365-243 PSI PER PAIR � .:. REPETITIVE MEMBER STRE55 USED. INCLUDES 15.OX INCREASE ... „ TENSION 7165- 480 PU PER PAIR LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR // � � � TOP CHOR� - CONTINl10U5 �\� p'�O� �� BTM CHORD - CONTINUOUS JT TYPE PLATE 512E % Y �� TRU55 SPAC[NG - 24.0 IN. A 2007 3.00 X 4.00 5.3 3.1 � .�G�`�T�R�p+��J1 _ - B G200 2.00 X 4.00 CTR LTR �Q�.�� ��' LOA�ING LNE DEAD (PSF) C 459G 2.00 X 4.00 2.0 1.7 � : 15515 ;� TOP CHD 20.0 10.0 D 7007 2.00 % 4.00 CTR LTR - • BTM CH� 0.0 10.0 E 7001 2.00 % 4.00 LTR CTR T � 57ATE OF 'lw� TO7AL 20.0 20.0 40.0 F 1001 2.00 X 4.00 CTR CTR �'. �. !� G 7001 2.00 X 4.00 CTR CTR �^'�'•, Np1�.�;:' �1 JTPREACTCNIDTHIAJT REACT VIOTH (.�S�ON Al �'� L85 IN-SX L85 IN-SX arienn�iMn�� � . A 176 3- 8 B 84 3- 8 " C 75 3- 8 LEFT RIGHT HEEL OIN - 45X MEMBR CSI P(LBS) Ma75T Ma2ND 70P CHORDS A-F 0.14 23 C 0 839 F-G 0.17 0 T -839 862 G-B 0.14 22 T -862 0 BOTTOM CHORDS A-E 0.77 0 T 0 7044 E-D 0.18 0 T -7044 1074 D-C 0.18 0 T -1074 0 uE85 C-8 0.00 0 T 0 0 E-F = 34 C D-G = 35 C � -� � DL+LL DEFL = 0.03" IN F-G LL DEFL = 0.02" < 8RG-SPAN/360 SPAN/DEFI (DL*LU = 999 'QIIAN TYPE SPAN P1-Hl OVERHANGS JOB MARR 3 JCA2 40408 6 1008 0 526000F R26 � �� HO 4-03 � HO 2-06-07 2z4 II � 12 b� 2-07-03 T1 � � / � / 3x4= ��� _ A L✓x« ro,:':: C 2x4 II � TC 10-08 4-Ob-00 BC 4-04-08 4-Ob-00 UniStar -- Version 39.5.3 PIATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) i. TRUSSES MANUFACTURED BY - . PLATE VALl1ES MAY BE VERIf]EO PRECISION TRUSS SYS. LS[ SIZE LUMBER 1.15i8 YITH ROBBINS ENGINEERING. 2. ANALY515 CONFORMS TO TOP 0.26 2X 4 SP-#2 7720 G�21P BASED ON SPF/SYP LUMBER TPI-85 (NDS-97). BTM 0.09 2X G SP-#2 1720 USING GRO55 AREA TEST. . IJBS 0.03 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK IUMBER STRESS INCREASE: 15.OX GRIPPING 365-243 PSI PER PAIR -- REPETITIVE MEMBER STRESS USED. INCLUDES 15.OX 1NCREASE TENSION 1765- 480 PLI GER PAIR � LA7ERAL BRALING: SHEAR 744- 458 PLI PER PAIR � ����� � ; TOP CHORD - CONTINUOUS �P'�\^` �: �O� BTM CHORD - LONT[NUOUS JT TYPE PIATE SI2E X Y p�\o . TRUSS SPALING - 24.0 IN. A 2001 3.00 X 4.00 5.3 3.1 ��`t' 'GisTER�,�� B 4200 2.00 % 4.00 CTR CTR �Q.�Q,� FpSt� LOADING LIVE DEAD (PSF) C 4594 2.00 X 4.00 2.0 �.� - 1 5 5 1 5 � TOP CHD 20.0 10.0 = • ;G! BTM CHD 0.0 10.0 -SJ t STATE OF •w� i07A1 20.0 20.0 40.0 '4� . O'^•��• �^/Oi�N�.'�_ € SUPPORT CRITERIA Fr•��"^••"���� � Ji RLBST INDSX JT RLBST INDS% 6r�ONAL m�' A 768 3- 8 C 168 3- B hnmxmnn� LEFT RIGHT HEEL OIN • 4S% MEMBR CSI PCLBS) Ma75T Ma2ND TOP CNORDS A-B 0.26 0 T 0 0 BOTTOM CHORDS R-C 0.09 0 T 0 0 L1E65 � C-6 = 127 C - DL�LL DEFL = 0.06° IN A-8 LL DEFL < BRG-SPAN/360 SPRN/DEFL (DL�LL) = 973 , QIIAN TYPE SPAN P1—H1 OVERHANGS JOB MARR 4 JCA2 40408 6 0 a 526000F R27 ,-._. � _. _.:.. .. , HO 4-03 NO 2-06-07 . ... .. - 2x4 il 1\ ��` as: 12 6� T1 2-07-03 1 / 3x4= A �ri'�!: B C 2x4 I I TC 4-06-00 gC 4-04-08 ,2 4-06-00 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 XAY 8E VERIFIED PRELISION TRUSS SYS. ( CSI SIZE LLIMBER 7.15F8 � YITH ROBBINS ENGINEERING. � 2. ANALYSIS CONFORMS TO � � TOP 0.26 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-97). ��� BTM 0.09 2X 4 SP-#2 1720 . USING GRO55 AREA TEST. � ' WBS 0.03 2X 4 SPF-#3 865 �lATES - 20 GAUGE LOCK LUMBER STRESS [NCREASE: 15.OX GRIPPING 365-243 P51 PER PAIR REPETITIVE MEMBER STRESS USED. INCLUDES 15.OX INCREASE TENSiOH 1765- 480 PLf PER PAIR �� � LATERAL BRACING: SXEAR 744- 458 DLI VER PAIR �\� ` M� TOP LHORD - CONTINUOUS d . BTM CHORD • CONTINUOUS Ji TYPE PLATE SIZE X Y 3 � ;G�ST�/�Fy`/n� TRUSS SPACING - 24.0 IN. A 2001 3.00 X 4.00 5.3 3.1 3'G :4� p';V 8 4200 2.00 X 4.00 CTR CTR ��V :� LOADING IIVE DEAD (PSF) C 4594 2.00 X 4.00 2.0 7.7 : 1 5 5 1 5 •:� =c roa teo 20.0 70.0 � �t ;w �, � STATE �F :�� BTM CHD 0.0 10.0 P � _ � TO7AL 20.0 20.0 40.0 Oit�'�'..��'D i I,c��: f�'\f F �ONA� ``� SUPPORT CRITERIA SS JT REALT VID7H JT REALT VIDTH Mq�y�^�y���p�0 LBS IN-SX LBS IN-SX A 768 3- 8 C 168 3- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR LSI P(L857 Ma1ST Ma2ND TOP CHORDS A-B 0.26 0 T 0 0 BOTT�M CHORDS A-C 0.09 0 T 0 0 NEBS C-B = 127 C DIrLL DEFL = 0.06" IN A-8 ' LL DEFL < BRG-SPAN/360 � SPAN/DEFI (DL+LL) = 973 QUAN TYPE SPAN P1-Hl OVERHANGS JOB Mp,Rg ' 4 JCA2 50408 6 1008 0 526000F R28 ' ' ' HO 4-03 —` HO 3-00-07 2x4 I I �•_- �� 12 b� 3-01-03 T� � / 3x4= / / A C 2x4 I I TLI 70-08 S-Ob-00 BL . 5-04-08 5-06-00 UniS[ar -- Version 39.5.3 PLATING CONFORMS TO U6C NOTES: RUN DATE: 10- 4-96 (iC60 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE YALUES MAY BE VERIFIED PRECISION TRU55 SYS. CSI 512E LUMBER 1.75F6 YITN ROB8IN5 ENGINEERING. 2. ANALYSIS LONFORMS TO TOP 0.40 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (N�S-91). BTM 0.73 2X 4 SP-#2 1720 USING GROSS AREA TEST. N85 0.05 2x 4 SPF-#3 865 PLATES - 20 GAUGE LOCK ! LUMBER STRESS [NCREASE: 15.0% GRIPPING 365-243 P5I PER PAIR ��--- REPET[TIVE MEMBER STRESS USED. INCLUDES 15.02 INLREASE �'�^; yu � TENSION 1765- 480 PLI PER PAIR ��_` L, M� IATERAL BRACING: SHEAR 744- 458 PL[ PER PAtR tr TOP CNORD - CONT[NUOUS �Y•�''Gt`��e/p�`• �/ BTM CNORD - CONTINUOUS JT TYPE PLATE S12E % Y 8 Q ' � F,� � TR1155 SPACING • 24.0 IN. A 2007 3.00 % 4.00 5.3 3.7 ���•�155150•;� - B 4200 2.00 X 4.00 CTR CTR % � LOADING L[VE DEAD (PSF) C 4594 2.00 X 4.00 2.0 1.8 T S 57qTE OF ��E` TOP CHD 20.0 70.0 � '. P �� � 6TM CHD 0.0 70.0 � �'•,�Np��N;'��7 TOTAL 20.0 20.0 40.0 �iJ'�"'••••"���' SUPPORT CRITERIA ,ON�� � nnnm��� JT REALT NIDTH JT REACT YIOTH LBS IN-SX LBS IN-5% F 208 3- 8 c 208 3- 8 LEFT RIGHT HEEL OIN - 45% MEMBR LSI P(LBS) Ma75T Ma2ND TOP CHORDS A-B 0.40 0 T 0 0 BOTTOM CHOROS A-C 0.13 0 T 0 0 tlEBS C-B = 157 L DL�LL DEFL = 0.13" [N A-B LL DEFL < BRG-SPAN/360 SPAN/DEPL (DL+LU = 507 �QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARg 1 VS.A 60413 10 0 0 526000�' R29 3x4= I !;F: � .�9: �Z �0� / T1 T2 ' 2-08-00 3:!i. p C 3x4�i 3x40 Tc I 3-02-Ob 3-02-07 BC 6-04-13 - --- 6-04-13 � 11ni5tar -- Version 39.5.3 PLATING� CONFORMS TO UBL NOTES: ' RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VAll1E5 MAY BE VERIFIEO PRECISION TRUSS SYS. CSI SIZE LUMBER 1 .i5F8 VITH ROBB[NS ENGINEERING. 2. ANALY515 CONFORMS TO . TOP 0.13 2X 4 SP-#2 7720 GRIP BASE� ON SPF/SYP LUMBER TPI-85 (NDS-91). � � - BTM 0.19 2X 4 SP-#2 7720 USING GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTRI LUMBER STRESS INCREASE: iS.OX PlATES - 20 GAUGE LOCK . HOR120NTAL LOAD Oi -121 L85. REPETIiIVE MEMBER STRESS USED. 6RIPPING 365-243 P51 PER PAIR � INCLUOES 15.OX [NCREASE � � LATERAL BRACING: TENSION 1765- 480 PLf PER PAIR T07 CHORD - CONTINUOUS SHEAR 744- 458 PLI PER PAIR �ytutulf - BTM CNORD - CONTINUOUS p,r TR�SS SPACING - 2G.0 IN. JT TYPE PLATE SIZE X Y ��'� �� ���O�A A 2003 3.00 X 4.00 4.1. 3.2 � •• TEr •, 7 LOADING IIVE DEAD (PSF) B 3000 3.00 X G.00 CTR 2.2 �ej:'e��'\5 RN'Ot/� TOP [HD 20.0 10.0 C 2003 3.00 X 4.00 4.1 3.2 v � � 15515 ;� BTM [HD 0.0 10.0 � : TOTAL 20.0 20.0 40.0 '3 -•� :W - ., s�q�t STATE �P ��€ � SUPCORT CRiTERIA 3 G�'•..i^,pl^c� ,• •,� . SUPPORTEDOALONGNENTIRESLENGTH. �FSS••••••••••��� i �ON A� LEFT RIGHT '��i'�4rnnnm����\ GIRD OIN - OS% OIN - OSX MEMBR CSI P(LBS) Ma15T Ma2N0 TOP LHORDS 0.-B 0.13 137 c 0 0 B-C 0.13 137 C 0 0 � i BOTTOM CHOR�S � A-C 0.19 705 T 0 0 17EBS DLtLL DEFL = 0.06" IN A-L . LL DEFL < BRG-SPAH/360 SPAN/DEFL (DL+LL) = 999 , �QUAN� TYPE SPAN P1-H1 OVERHANGS JOB MARR ' 1 TR 30704 10 0 0 526000F R30 8 (.--. '� ?�tiii.i•�;�4.i;� , .i,g.S:s:�Y.. 9.98I �`��''�y;;,y '%:z':: i[ / C t-Ob-00 �'fi,.s:i;.. .x:,n',:>::i:: f'::::'i$;. "' <:. ,.k.v:,.r�c...<:. r��y,?;:<.`,:.:., ..::�<, .: .<...:... ..:.:.:.,.r:�..:. ...:.....:.x..::..;..::.. ':�Yd�t:�w�i°� �:<,:.'yj,rr.;e,:<:i,.�::- ;.^�e.. �.:K>::. . :��`Ft, p C 3x4�i 3x4�� TC 1-09-10 1-09-10 BC 3-07-04 ,6 3-07-04 UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (IL80 4994, DILHR 940003-N) 7. TRUSSES MANUFACTURED 8Y • PLA1E VALUES MAY BE VERIFIED PRECIS[ON TRUSS SYS. LSI SI2E LUMBER 7.75F8 NIiH R08BIN5 ENGINEERING. 2. ANALYSIS CONFORMS TO I TOP 0.03 2% 4 SP-#2 V20 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-97). BTM 0.06 2% 4 SP-p2 1720 USING GROSS AREA TEST. �� LUMBER STRESS [NCREASE: 15.OX PLATES - 20 GAUGE LOCK REPETIiIVE MEMBER STRESS USED. GRIPPING 365-243 PSI PER PAIR � INCLU�ES 15.0� INCREASE LATERAL BRACING: TENSION 1165- 480 PLI PER PAIR �p1Aa�iN4 TOP CHORD - CONTINUOUS SHEAR 744- 458 PLI PER PAIR � ,1l BTM LHORD - CONTINUOUS ��� �,:,,!yO� � iRUSS SPALING - 24.0 IN. JT TYPE PLATE SIZE % Y . a a� � .•'v�STeR''ti'P/ A 2003 3.00 % 4.00 4.1 3.2 3�Q �•�4. P'� tf' LOADING LIVE DEAO (PSF) B 3000 3.00 X 4.00 LTR 2.2 '� �� 1 55 1 5 �� � TOP CHD 20.0 10.0 C 2003 3.00 X 4.00 4.1 3.2 - BTM CHD 0.0 10.0 •�t S7ATE OF ' w� tOiAL 20.0 �20.0 40.0 'ti c . �Q��.� �N p; :� � SUPPORT CRRERIA ^ D.�N :'��� . JT REACT YIDTH JT REACT VIDTH p� � • � LBS IN-SX LBS IN-SX `ss�N�� ,�"''� A 123 3- 8 C 118 3- 8 '/p,�n���,�����n�t ` LEFT RIGHT GIRD OIN - OS% OIN - OSX MEMBER FORCES (LBS) TOP CHORDS A-B = 71 C 8-C = 71 C BOTTOM CHORDS A-L = 55 T 4EB5 DI+LL DEFL = 0.00" IN A-L LL DEFL < BRG-SPAN/360 SPAN/DEFL (DL+IU = 999 � , •�QAN TYPE SPAN Pl-H1 OVERHANGS JOB �gg � � 1 VS.A 60007 10 0 0 526000F R31 /_ . . _._ . - � 3x4= � " "� . i„: `"` 12 12 70� �10 T1 _ 2 2-06-03 r,s;�_ A 3x4/i C 3x4J TC 3-00-03 3-00-04 BC 6-00-07 � � �� �� UniStar -- Version 39.5.3 PLATING CONFORXS TO UBC NOTES: RUN DATE: 70- 4-96 (ICBO 4994, OILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALl1E5 MAY BE VERIFIED PRECISION TRUSS SYS. LSI SIZE LUMBER 1.i5FB LIITH ROBBINS ENGINEER(NG. 2. ANALYSIS CONFORMS TO i ' TOP 0.11 2X 4 SP-f12 1720 GRIP BASED ON SPF/SYP LUMBER TPI�-85 (NDS-91). ._. BTM 0.77 2X 4 SP-#2 7720 USING GROSS AREA TEST. 3. ANLHOR TRUSS FOR A TOTAL '� LUMBER STRESS INCREASE: 15.0Y. PLATES • 20 GAUGE LOCK HORI20NTAL LOAD OF 114 L85. � � REPETITIVE MEMBER STRESS USED. GRIPPING 365-243 PSI PER PAIR � � INCLUOES 15.OX INCREASE LATERAL BRAL[NG: TENSION 1765- 480 PLI PER PA1R TOP CHORD - CONTINUOUS SHEAR 744- 458 PLI PER PAIR �yplvu�wN1L 8TM CHORD - CONT[NUOUS a�a L;,. 0 TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y \ '[r��f A 2003 3.00 X 4.00 4.7 3.2 r� V ,•'G�STfR;• T���C LOADING LIVE DEAD (PSF) B 3000 3.00 X 4.00 CTR 2.2 �� ;�4i F�'•:(J� E TOP CND 20.0 10.0 C 2003 3.00 X 4.00 4.1 3.2 BTM �HO o.o ,o.o : 15515 � � TOTAI 20.0 20.0 40.0 �t� STATE OF ����� SUPPORT CRITER[A ��`��•. �ry����P:� _ � BOTTOM CHORD CONTINUOUSLY '••.... • � SUPPORTED ALONG ENTIRE LENGTH. ���F`�s/0lVAL �ad� LEFT RIGHT "�����^°nnnnmix0.hN�� G(RD OIN - O5X OIN - OS% MEMBR CSI P(LBS) Ma15T Ma2ND TOP CHORDS A-B 0.11 728 L 0 0 B-C 0.11 128 C 0 0 BOTTOM CHOROS A-C 0.77 99 T 0 0 NEBS DLtLL DEFL = 0.05" !N A-C LL DEfL < BRG-SPAN/360 SPAN/DEFL (DI+LL) = 999 �IIAN.TYPE SPAN P1-H1 OVERHANGS JOB MARR ' 1 TR 30711 10 0 0 526000F R32 8 �J .. 72 -.,;:::;.:,<.s��:;. 12 �?: � 9.96 � .�«i::�:'�� �rn�a oi-:'Y �10 qy�. n�::&: T � 7-06-03 .`ac. :>'£:i'.::::�M::>. ";�i:�i�e�' ::Si:';c�!%;!': B A � 3x4�i 3x4 J T[ 1-09-14 1-09-73 BC 3-07-11 --- 3-07-77 . UniStar -- Version 39.5.3 �LATING CONfORMS TO UBC NOTES: RUN DATE: 10- 4-96 U CBO 4994, DILHR 940003-N) 1. TRUSSES MANUFALTURE� 8Y - PLATE VALUES MAY BE VERIFIED PRELISION TRl1S5 SYS. CSI SIZE LUMBER 1.15FB NITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS 70 - TOP 0.03 2X 4 SF-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-BS (N�5-9 U. BTM 0.06 2% 4 SP-#2 1720 USING GROSS AREA TEST. --� LUMBER STRE55 INCREASE: 15.OX GLATES - 20 GAUGE LOCK " REPETITIVE MEMBER STRESS USED. GRIPPING 365-243 P51 �ER PAIR INCLUDES 75.OX INCREASE � - IATERAL BRALING: TENSION 7765- 480 PLI PER CAIR � � L• �O�Q 70P CHORD - CONTINUOUS SHEAR 744- 458 PLI PER PAIR B7M CHORD - CONTINUOUS �� vusTEa`'�� TRUSS SPALING - 24.0 IN. JT TYPE PIATE SIZE X Y C�, , (y Po�cP � A 2003 3.00 X 4.00 4.1 3.2 ?�V;�' � � LOADING LIVE DEAD (PSF) B 3000 3.00 X 4.00 CTR 2.2 � 1����J �� � TOP Cx� 20.0 10.0 C 2003 3.00 X 4.00 4.1 3,2 ° r� ;� c BTM CHO 0.0 10.0 � T i, STATE OF �� � TOTAL 20.0 20.0 40.0 ��0�l,F•..iND�^NP:•\? � SUPPORT CRITERIA »4j'��s�ONA` `��� JT REACT WIDTH JT REACT HiDTN 4y���m�������������p�� L85 IN-SX LBS IN-5X A 12G 3- 8 C 179 3- 8 LEFT RIGHT GIRD OIN - OSX OIN - OS% MEMBER FORLES (LBS) 70P CHORDS F-6 = 72 C B'C = 72 C BO7TOM CHORDS A-C = 56 T WEBS DL+LL DEFL = 0.00" IN A-L LL DEFL < BRG-SPAN/360 SPAN/DEFL (�L+LL) = 999