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HomeMy WebLinkAbout1328.98 Truss Plans •QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARR '� 22 F= 2SOOOO � �oo$ �008 4000000 .. � 4x4= lrL�n � HO 4-OS g NO 4-OS .- 12 � 2x4�� 2x4/i F G B-Ob-OS T� � � � 2 2 4x4= 4x4= A C E S1 D 3x4= 3x6= 3x4= m m 0 0 TC ° 14-00-00 14-00-00 ° BL 28-00-00 � _ _ UniStar -- Version 39.6.2 PLATING CONFORMS TO UBC NOTES: RUN DATE: 7- 9-97 (ICBO 4994, DILNR 940003-N) 1. TRUSSES MANUFALTURED BY - PLATE YALl1E5 NAY BE VERIFIED PRECISION TRLISS SYS. LSI Sf2E LUNBER 1.75F8 YITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.58 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.69 2X 4 SP-k2 1720 USING GROSS AREA TEST. � 3. ANCHOR TRUSS FOR A TOTAL YBS 0.37 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK HORIZONTAL LOAD OF 268 LBS. LUXBER STRESS INCREASE: iS.OX GRIPPING 365-2<3 PSI PER PAIR REPETITIVE NEMBER STRESS USED. INClI1DE5 iS.OX INCREASE TENSION 1165- 480 PLI PER PAIR IATERAL BRACING: SHEAR 744- 458 PLI PER PAIR TOP LHORD • CONTINUOUS qOlIHP1111111�/ BTM CHORO - CONTINUOUS JT TYPE PIATE SIZE X Y pay n,� 4�q �` '" TR1155 SPACING - 24.0 IN. A 2007 4.00 % 4.00 4.6 3.5 ��`�J `. lr'O A�p�z� LOADING LiVE DEAO (PSF) C 2001 4.00 X 4.00 4?6 3.5 `�3�\��G�ST�R~:r�� °b � TOP CHD 20.0 10.0 D 1070 3.00 % 4.00 CTR CTR i Q rQ�� FOti�� � BTN LHD 0.0 10.0 E 7010 3.00 % 4.00 CTR CTR � 1 5 5 1 5 ;� E TOiAL 20.0 20.0 40.0 i 1001 2.00 X 4.00 CTR LTR - - �G 1001 2.00 X 4.00 CTR CTR 3�y gTATE �F ?w- SUPPORT CRITERIA S1 1100 3.00 % 6.00 CTR 0.2 O 'ti � P;'Z'� JT REACT 41DTH JT REACT YIDTH .ti�'DIAr;.\�`�F � LBS IN-S% LBS IN-SX � c� `l�p A 1096 3- 8 C 1096 3- 8 ��� unixmt LEFT RIGNT HEEL OIN - 4SX OIN - 4S% MEMBER FORCES (l8S) TOP CHORDS A-F = 7581 C F-B = 1387 L e-G = 1387 L G-C = 1581 C BOTTOM CNORDS A-E = 1366 T E-S1 = 924 T 51-D = 924 T D-C = 1366 T YEBS F-E = 356 C E-B = 567 T 8-D = 567 T D-G = 356 C DLr�� DEfL = 0.26" IN B-G LL DEFL = 0.06" < BRG-SPAN/360 SPAN/DEFL (DL+��j = 999� � �DAN TYPE SPAN P1-Hl OVERIiANGS JOB MARR -. 5 RD Z00000 $ �ooa �008 4000000 4 xo <-oi 48= iT I bR/l� HO 4-07 �� i ' . �Z �4. 8 E 2x4G F 7'00-07 TC � TC 3x4= 3x4= A C D 3x8= � m 0 0 TC ° 10-00-00 10-00-00 ° BC 20-00-00 oa_n ed �� w �� UniStar -- Version 39.6.2 PLATING CONFORMS TO U8C NOTES: RUN DATE: 7- 9-97 (ICBO 4994, DILHR 940003-N) 7. TRUSSES MANUFACTURED BY - PLATE VALUES NAY BE VER[PIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1.75FB WITN ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.29 2% 4 SP-#2 1720 GR�IP BASED ON SPF/SYP IUMeER TPI-85 (NDS-97). BTM 0.63 2X 4 SP-H2 1720 USING GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL YBS 0.27 2X 4 SPF-H3 865 PLA7E5 - 20 GAUGE LOCK HORIZONTAL LOAD OF 226 LBS. LUMBER STRESS 7NCREASE: 15.OX GRIPPING 365-243 PSI PER PAIR REPE7ITIVE MEMBER STRE55 USED. INCLUDES 15.OX INCREASE - - TENSION 7165- 480 PLI PER PAIR ( f LATERAL BRACING: SHEAR 744• 458 PLI PER PAIR `---�` TOP CHORO - CONTINUOUS a�m��x��i� � BTM CHORD - CONTINUOUS JT TYPE PLATE SI2E X Y 4 TRUSS SPACING - 24.0 IN. A 2001 3.00 X 4.00 4.6 3.7 �� �.T�.�'r��'�Fp . 8 3001 4.00 X 4.00 LTR 2.2 �. ;•G�5 ER�i•��tf �'6y LOADING LIVE DEAD (PSF) C 2001� 3.00 X 4.00 4.6 3.2 G� ;� � •� c TOP CHD 20.0 10.0 D 1070 3.00 X 8.00 CTR CTR � ' � 15515 :w r 8TM CHD 0.0 10.0 E 1007 2.00 X 4.00 CTR CTR o ; TOTAL 20.0 20.0 40.0 F 1001 2.00 X 4.00 CTR CTR � "O i STpTE OF :�'-�; SUPPORT CRITERIA ����!`,• �NDIP�P'�\C�e JT REACT WIDTH JT REACT VIDTH `J���F.(�n� � �\_y,�`� LBS IN-SX L85 IN-S% �11 Gy�"J� ��� A 776 3- 8 C 776 3- 8 L«"�rrnnumxm�� LEFT RIGHT NEEI OIN - 45% OIM - 4SX MEMBER FORCES (L85) TOP CHORDS A-E = 964 L E-B = 708 �C 8-F = 708 C F-C = 964 C BOTTOM CHORDS A-D = 802 T D-C = 802 T WEBS E-D = 260 C 0-B = 493 T D-F = 260 L DL•LL DEFL = 0.21" IN D-C LL DEEL = 0.02" < BRG-SPAN/360 � SPAN/DEFL (DLr��) = 999 , �QIIAN TYPE SPAN P1-H1 OVERHANGS JOB MARR � 2 xi i00000 a iooa ioaa 4400000 6 _ � 4x4= lY� bcih � HO 4-07 / HO 4-07 � 72 8� 3-08-07 TC 7 TC 3x4= 3x4= A � 0 2x4 11 TC 70-08 5-00-00 5-00-00 10-08 ' BL 10-00-00 70-00-00 lJniStar -- Version 39.6.2 PLATING CONFORMS T� UBL NOTES: RUN DATE: 7- 9-97 <ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECI�SION TRUSS SYS. CSI SIZE LUNBER 1.15FB HITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.28 2% 4 SP-#2 7720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NOS-91). BTX 0.17 2X 4 SP-q2 1720 USING GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL LIBS U,04 21( 4 SPf-#i 865 PLATES - 20 GAUGE LOCK HORIZONTAL LOAD OF 713 L85. LUMBER STRESS INCREASE: 15.OX GRIPPING 365-243 PSI PER PAIR REPETITIVE MENBER STRESS USED. INLLUDES 15.0X INCREASE _ . TENSION 1165- 480 PLI PER� PAIR ,\ LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR .-�. TOP CHORD - CONifNUOUS - 6TM CNORD - CONTINUOUS JT TYPE PIATE SIZE X Y ��ypY��w11114i� TOP CHD 20.0 70.0 D 1001 2.00 X 4.00 C 6� 3.2 ,��o�\ �. �OQ�q TRl1SS SPACING - 24.0 IN. A �2001 3.00 X 4 00 4 B 13001 4.00 X 4.00 CTR 2.2 -S� . , �f LOADING LIVE DEAD (PSF) C '2U�1 3.00 X 4.00 4.6 3.2 ,3���\,•G�STERF�/f � TR CYR 3Q t�v O . BTM �HO o.o ,o.o �w;'�- 15515 s;w� TOTAL 20.0 20.0 40.0 E 3 �'O� OF ;W ° SUPPORT CRITERIA � � � STATE P •,�C JT REACT WIDTH JT REACT WIDTH �0 � �N �P�•'a Q� . LBS [N-SX LBS IN-SX �t� �F•��' �\ ps� A 376 3- 8 C 376 3- 8 }C�oi����• � m'1,_,�L� LEFT RIGNT L�� �inmm�xm���'�— �� HEEL OIN - 4S% OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-B = 340 C B-[�� = 340 C - BOTTOM CHORDS A'D = 283 'T D'C = 283 7 NEBS' D-6 = 95 T DL�LL DEFL = 0.70" IN BrC LL DEfL = 0.00" < BRG=SPAN/360 SPAN/DEFL (DL+LU = 999