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HomeMy WebLinkAbout1327.98 Truss Plans — i �f'�'^ ���7 � �: �' f 1 ; •y.Vr.. j�t�.{L �,.Ue.�j l;��t� � ! r.� } . '- ,,�J 6���,e..y' T •.in___.... .- - .-. _' _ '_' ' " ' _' " "".._�-.:__- � � _�, � i " .� -_"" ._-,-j-�_53.. - . -��r'•�'S."S=1_I"T_ ��T-"'c�" .. P �.� � ----- � ._ .` - - - �-�__ --_ —.� r� , 6� ;, �h � • � ' '� s � � , . �:. -, !.3 r ,,�-'� �. �'� !, °—i —c�� �l�ti.vJ �; � �. � ` �� � � ,V\� `'j,,RR��,r - � �' ..J i• (`' . ' �l! • 1 . �'.. E � •T � � �� i. 1 ..1.� i. e.._f .} . ;,� "S.li ��: {t : '? :. � �� � ` • ,lA '4. ♦ °'�� � ��,��.jti U: '� � ,�., 1 i[':�4'r��p �. .� � .' �. �. v 7aNW►rit - ,., � -- " � ` .,�\`\ , � :- � 'S=_: ,- ��Ji , !a -, r. . r',, � '• _ ! _> � � r�z. ,;i:rj ', I •� t � .�';��/` �j �.`\ i `y. �, , \ � � r ; / il � . , ' . � �''�� i, ` _ . � , ' -`----'-- �%. \ f Ih !i � l � � ' . � ,":�,_ � ----_ -_.�..-.^_._..-""�SS�."�'Z:.S".�T�.',i`�"�---r^'�_.�9�•i="�+-�-•--.SS^�'"`^-�-'•9T"�. . � .. - . � I . _ + �� , • ,• ' �'`' � �� � � ` • r •". (NS:.•VL Sl � � I ° G ' f�,o `..'� ..i v�%�i.-> a '�AItt�.S L � � . � :L..:. 114:.� s"Y ' F _a. . . t , . . . �.tl.... '.I''G 1 J . i . ��`' ~7iC... N..•.S't :.1�'.�, .. .. \. �i. — ----� __ -- �:<��r _____.__ -- - �----�-�,,;a�t�:. E_�� wv c_-,. � �ti-StC:�N. C�`t' • Y����-� `� '. � ?-, � ..`,:, t ., _ •_-* :.`:1 -- �:3 �'����� � �i`��i��1tt��;;���1 '��'-�`�`� j `,---%��'`r_. . , -�. iy t „•QIIAN �TYPE SPAN P1-H1 OVERHANGS JOB MARK ; �..R� ��0408 �o �008 �008 619000E 1 ' " 4x611 � J�l.`//Gi--- HO b-15 B , HO 6-75 r'.a i�' 1 � � 72 ����� ta � 5-03-13 rc u� Tc axto% q 8x70� C V ^��r,�� `��� ,5`„� i:s.h:•i: � � �p�3'3:.o. : :: D 4x10 II TL 1008 S-OS-04 5-08-04 1008 BL 11-04-08 - 11-04-08 � UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN �ATE: 10- 4-96 (tL80 4994, DLLHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI S RP LUMBER Fe YITX ROBBINS ENGINEERING. 2. ANALYSIS CONiORMS TO TOP 0.89 2% 4 SP-#1 1850 GRIP BASED ON SPF/SYP LUNBER TPI-85 (NDS-91). - BiM 0.86 2X 8 SP-kt 7500 USING GROSS AREA TEST. 3. PREVENT TRUSS ROTA710N AT � UBS 0.72 2% 4 SP-#2 1500 PLATES - 20 GAUGE LOCK ALL BEARING LOCATIONS. - - ADDED LUMBER: GR[PPING 365-294 PS[ PER PAIR 4. FASTEN EACH ADDED SCAB NITH A-D 2X 8 SP-#7 7500 INCLUDES 15.OX INCREASE RONS 10d NAILS AT IN. D-L SAME AS A-D TENSION 1165- 480 PLI PER PRIR O.C. ALONG ENTIRE LENGTH. LUMBER STRESS INCREASE: 15.OX SHEAR 744- 458 PLI PER PAIR 5. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 215 LBS. LATERAL BRACING: JT TYPE PLATE S12E X Y b. GIRDER CONDIT[ON: TOP CHORD • CONTINUOUS A 2015 8�.00 %10.00 4.7 6.0 TIE-IN iRU55E5 ON BTM CHD BTM LHORD - CONTINUOUS B 3007R 4.00 % 6.00 2.2 CTR 'JITH SPAN OF 34�- 0" TRUSS SPACING - 24.0 IN. C 2075 8.00 %10.00 4.7 6.0 7. USE PROPERLY RATED HANGERS D 1001 4.00 xto.00 5.4 2.0 FOR LOADS FRAMING INTO LOADING LIVE DEA� (PLF) CIRDER TRUSS. TOP CHD 40.0 20.0 R = PLATE [S ROTATED BY 90 DEG BTM CND 320.0 340.0 TOTAL 360.0 360.0 720.0 �� SUPPORT CR[TERIA �NqW��w JT REACT'�NIDTH JT REACT NIDTH ' .�\w\ L• MO� LBS� IN-S%��_. LBS IN-SX � �� A 3885 3- �8 C 3885 3- 8 � :G�5�ER'• �I LEFT RIGHT �;��� ��•�� HEEL 2IN -� 65X z,N - bsx : 15515 ;� z MEMBER FORCES (LBS) � �O t, STATE OF :�� TOP CHORDS }g.,0,�•��• �NDII.r'P'�r? � A e _ 380TTOM CHORDS 3035 C "'�`r'S�ONAL'�'��°�� A-D = 2331 T D-C = 2337 r �i��i�nnannnium+n�+��� VEBS D-B = 3562 T DL+�� DEFL = 0.79" iN B-C LL DEFL = 0.04" < BRG-SPAN/360 SPAN/DEFL (DL*LL) = 716 ` .�QIIAN TYPE SPAN P1-H1 OVERSANGS JOB Mp,Rg , 3 s��s 330800 � �ao8 l008 619000E 3 4x6 II HO 4-OS B HO 4-OS �� . 3H44 3;40 �Z T1U � 1U � 3x6� 3xb�� S1 S2 10-02-02 2x4� 3 2x4� G p 3 J bx8= T1L T1L 3x10% � B2 A F E 3x70� 3x4% -J3.5 3x4� � 12 n O ao-' � 0 0 T[ °I 16•10-00 i 76-10-00 ° BL 16-10-00 16-10-00 � UniStar -- Version 39.5.3 PLATING [ONFORMS TO UBL NOTES: RUN DATE: 10- 4-96 (iC80 499G, DILHR 940003-N) 1. TRUSSES MANUFACTURED 8Y - PLATE VALUES MAY BE VER[FIED PRECISION TRU55 SYS. CSI 5[ZE LUMBER 7.i5FB LIITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.95 2X 4 SP-#1 2130 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). eTM 0.88 2% 4 SP-i!1 2130 USING GRO55 AREA TEST. 3. BUILDING DESIGNER IS HBS 0.82 2% 4 SPF-#3 865 PLAiES - 20 GAUGE LOCK RESPDNSIBLE FOR ADEQUATE EXLEPTiONS: GRIPPING 365-243 PSI PER PAIR DESIGN OF TRUSS TO BRG D-B 2X 4 SP-#3 980�. INCIUDES 75.OX INCREASE PLATE CONNELT[ON YNICH LUMBER STRE55 INCREASE: 15.OX TENSION 7165- 480 PLI PER PAIR FLLOVS 0.57 INLHES OF REPETITIVE MEMBER STRE55 USED. SHEAR 744- 458 PLI PER PA[R HORZ. MOVEMENT AT JOINT C 4. ANCHOR TRUSS FOR A TOTAL IATERAL BRACING: JT TYPE PLATE SIZE X Y HOR120NTAL LOAD OF 408 LBS. ' TOP CHORD -� CONTINl10U5 A 2107 3.00 %10.00 8.3 2.2 8TM CHORD - CONTINUOUS 8 3001R 4.00 % 6.00 2.9 CTR iR1155 SPqCING - 24.0 IN. L 2701 3.00 %70.00 8.3 2.2 D 6070 6`.00 X B�.00 LTR LTR - TOPDLHO 20V0 �10A0 (PSF' F 1070 3.00 X 4.00 CTR CTR ��oW��U�" �y BTM LH� 0.0 70.0 G 1001 2.00 X 4.00 LTR CTR y��� �� ��0�!�� TOTAL 20.0 20.0 40.0 N 1010 3.00 X 4.00 CTR CTR �J �, ;G�STER•.�'`/�j [ 1010 3.00 % 4.00 LTR CTR �Q ;4i F�, ti� SUPPORT CRITERIA J 7001 2.00 X 4.00 CTR CTR � � 15515 •jG'C� JT REACT NIDTH JT REACT 4IDTH 51 1100 3.00 X 6.00 CTR 0.2 � : A 7323 '3-58 C 1323 �3-58 52 1700� 3.00 X 6.00 CTR 0.2 ��t STATE OF I 4� E R = PLATE IS ROTATED BY 90 DEG O� '• � �P,�_?�� LEFT RIGHT A � 'ti,ND�A � �, HEEL OIN - 45% OIN - 45X �km��ONA���5�� MEMBER FORCES (LBS) TOP� CNORDS A-G = 4239 C G-S1 = 3834 C 57-H = 3834 C H-B = 2655 C B-t = 2655 c 1�-52� = 3834 C 52-J = 383G C J-C = 4239 C BOTTOM CHORDS A-F = 3814 T F-D = 3118 T D-E = 3118 T E-C = 3874 T YEBS G-F = 373 .0 F-H = 583 7 H-D = 734 C D-B =. 2346 T D-I = 734 C I-E = 583 T E-J = 373 C �L+LL DEFI = 0.75" IN B-I LL DEFL = 0.35" < BRG•SPAN/360 �• DL♦LL HORZ = 0.57" AT C SP0.N/DEFL (DL+LU = 541 , QIIAN TYPE SPAN P1-H1 OVERHANGS JOB MARR � 3 SCIS 330800 � �008 0 619000E 4 4xb II NO 4-OS ' 8 HO 4-OS % 3x4� l H �///� 3z4� � 1z T1U , � tU � � 3x6% 3x6. S1 S2 10-02-02 2x4� 3 2x4% G D J bx8= T1L 2L 3x10% B� BZ A -3x4% _J3.5 E 3x70� 3x4� � 12 O Q � 0 TC ° 16-10-00 16-10-00 BC 16-10-00 16-10-00 iC JJ VV VV UniStar -- Version 39.5.3 PLAT.ING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 7. TRUSSES MANUFACTURED BY - PLATE VFLUES MAY BE VERIFIE� PRECISION TRUSS SYS. L51 S12E LUMBER 1 .i5FB 41ITH ROBBlNS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.95 2X G 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. BUfIDING DESICNER IS NBS 0.82 2% 4 SPF-#3 865 PLA7E5 - 20 GAUGE LOLK RESPONSIBLE FOR ADEDUATE EXLEPTIONS: GRIPPING 365-243 PSI PER PAIR DES[GN OF TRUSS TO BRG D-B 2X 4 SP-#3 980 INCLUDES 15.0% INCREASE PLATE CONNECT[ON NHICH LUMBER STRESS INCREASE: 15.O;L TENSION 1165- 480 PL[ PER PAIR ALLONS 0.57 INLHES OF REPETITIVE MEMBER STRE55 USED. SHEAR 744- 458 PLI PER PAIR HOR2. MOVEMENT AT JOINT C 4. ANLHOR TRUSS FOR A TOTAL j LATERAL BRACING: JT TYPE PLATE 512E X Y HORIZON7Al LOFD OF 408 LBS. � TOP LHORD - CON7INUOUS A 2701 3.00 X10.00 8.3 2.2 BTM CHORD - LONT[NUOUS B 3001R 4.00 7( 6.00 2.9 CTR TRl15S SPACING - 24.0 IN. L 2701 3.00 X10.00 8.3 2.2 D 6070 6.00 % 8:00 CTR CTR LOADING LIVE DEAD (PSF) E 1010 3.00 % 4.00 CTR LTR ...nt����H4� TOP CND 20.0 70.0 F 7010 3.00 X G.00 LTR LTR n\ BTM LHD 0.0 70.0 G 1001 2.00 X 4.00 CTR CTR ��`` �,...�S�ip n� TOiAL 20.0 20.0 40.0 H 1010 3.00 X 4.00 CTR LTR s� � ;'G�STEhi`. 'T�� 1 1010 3.00 % 4.00 CTR CTR ��vO•��� Fp� � SUPPORT CRITERIA J 7001 2.00 X 4.00 CTR LTR ���I J .;� c JT REALT HIDTH JT REACT VIDTH 51 1700 3.00 X 6.00 CTR 0.2 � LBS IN-SX L8S IN-SX 52 1100 3.00 X 6.00 CTR 0.2 �l. STA.� �F �4 E A 7323 3- 8 C 7323 3- 8 �� . : �„ � R = PLAiE IS ROTATED BY 90 DEG � '•.�NDI��PC�'^� NEEL OIN`EFT6S% OINRIGN45X �O�S�•• �•••••4, � �„�N��,,,M��`°" MEMBER FORCES (LBS) TOP CHORDS A-G = 4239 C G-51 = 3834 C S1-N = 3834 C H-B = 2655 C B-I = 2655 C 1-52 = 3834 C S2-J = 3834 C J-C = 4239 L BOTTON CNORDS A-F = 3814 T F-D = 3118 T D-E = 3178 T E-C = 3814 T WEBS G-F = 373 C F-H = 583 T H-D = 734 L D-B = 2346 T 0-i = 73G C I-E = 583 T E-J = 373 C DL�LL DEFL = 0.75" IN B-[ � , LL DEFI = 0.35° < BRG-SPAN/360 � _ DL+LI HORZ = 0.57" AT C SPPN/DEFL (DL+�L) = 547 , QUAN TYPE SPAN P1-H1 OVERHANGS JOB. MARR � . 2 s��s 330800 � �oos o 619000E 6 4xb11 HO 4-OS B HO 4-OS �_ 3x4� , N 3x4� 1z T1U� � tU � � 3xb% 3xb� 51 52 10-02-02 2x4� 3 2x4% G J i1L 2L 8 9 82 3x10= � E A 6 ' 3x4� 3x10� C /� 3x4 T�v. tx 4 Q 0 iC ° 16-10-00 � 76-10-00 BC 16-10-00 16-10-00 � � UniStar -- Version 39.5.3 PLATING LONFORMS TO UBC NOTES: RUN DA7E: 70- 4-96 (IC80 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALIlES MAY BE VERIFIED 7RECISION TRUSS SYS. CSI SIZE LUMBER 1.15F8 WITH ROBB[NS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.95 2% 4 SP-#1 2130 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). BTM 0.88 2X 4 SP-#1 2130 USING GRO55 AREA TEST. 3. BUILDING DESIGNER IS NBS 0.82 2% 4 SPF-#3 865 PLATES - 20 GAUGE LOCK RESPONSIBLE FOR ADEOUATE EXCEPTIONS: GRIPPING 365-243 PSI PER PAiR DESIGN OF TRUSS TO BRG �-8 2X 4 SP-1t3 980 INCLU�ES 15.OX INCREASE PLATE CONNECTION 4HICH li1MBER STRESS INCREASE: 75.OX TENSION 1165- 480 PLI PER� PAIR ALLOHS 0.57 INCHES OF REPETITIVE MEMBER STRE55 USED.. SHEAR 7L4- G58 PLI GER PAFR HORZ. MOVEMENT AT JO[NT C G. ANCHOR TRUSS FOR A TOTAL � LATERFL BRAL(NG: JT TYPE PIATE SIZE % Y HORIZONTAL LOAD OF 408 LBS. � TOP CHORD - LONTINUOUS A � 2701 3.00 X70.00 8.3 2.2 BTM LHOfiD - C�NTINUOUS B 3001R 4.00 % 6.00 2.9 CTR TRUSS SPACING - 2G.0 IN. C 2701 3�.00 %10.00 8.3 2.2 D 6070 6.00 % 8.00 CTR LTR LOADING LIVE DEAD (PSF) E 1010 3.00 X 4.00 CTR LTR i0P CND 20.0 10.0 F 1070 3.00 �%� 4.00 CTR CTR \y�nnM�Nilfu BTM CHD 0.0 10.0 G 1001 2.00 X 4.00 CTR CTR ��� roTa� zo.o zo.o ao.a x ioio s.00 x c.00 cre cre .,��C� �:'...�'10,p�f I 1010 3.00 % 4.00 CTR CTR �r`'� � ✓� �STF' r SUPPORT CRITERIA J 1001 2.00 X 4.00 CTR CTR ��.:�.�G RF�•�/(I� JT REACT '.IIDTH JT REACT WIDTH S1 7100 3.00 % 6.00 CTR 0.2 , i LBS IN-SX L65 IN-SX 52 1700 3.00 % 6.00 CTR 0.2 = • 1 5 5 1 5 ` A 1323 3- 8 C 1323 3- B ' T't 't� � R = PLATE IS ROTATED BY 90 OEG � , STATE OF �4�` LEFT R[GHT 0�•��• ��`/DIPNP'^?� HEEL OIN - 45X OIN - 4SX ���no••.�1••'�ay,� MEMB�ER FORCES (LBS) ',4����4 y��'��,A�p�D��`F' TOP CHORDS n-c = 4239 C G-S1 = 3834 C 51-H = 3834 C H-B = 2655 C 8-I = 2655 L I-S2 = 3834 C 52-J = 3834 C J-C = 4239 C BOTTOM CHORDS A-F = 3814 �7 F-D = 3178 7 D-E = 3118 �T E-C = 3874 T LIEBS G-F = 373 C F-H = 583� T H-D = 734 C D-8 = 2346 T D-I = 734 L I-E = 583� T E-d = 373 C DL+LL OEFL = 0.75" IN B-I . lL OEFL = 0.35" < BRG-SPAN/360 DL+LL HORZ = 0.57" AT C SPAN/DEfL (DLtLLJ = 541 QUAN TYPE SPAN P1-H1 OnERHANGS JOB MARR � MQ 330800 � �oa8 0 619000E 5 4x6 I I NO 4-OS B HO 4-OS ' 2x4 il 2x41I j x / , 1z Tiu tu � 3xb% 3xb� 52 S3 70-02-02 2x4. 3 2x4 i G J 2 2 T1L Z� 1 3xb= 3x6= A C F 51 D 4x8= 3x6= 4x8= m 0 Tc ° ie-io-oo 16-10-00 BC 33-08-00 � a „ �o �� UniStar -- Version 39.5.3 7LATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO G994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VAIUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 7.i5F8 IIITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO TOP 0.39 2% 4 SP-p2 1720 GRIP BASED ON SPf/SYP LUMBER TPI-85 (NDS-91). BTM 0.96 2% 4 SP-#2 V20 USING GROSS AREA TEST. �3. ANCHOR iRUSS FOR A TO7AL WBS 0.76 2X 4 SPF-#3 865 PlATES - �20 GAUGE LOCK HORIZON7AL LOAD OF 408 LBS. LUMBER STRESS INCREASE: 75.OX GRIPPING 365-2G3 PSI PER PAIR REPETITIVE MEMBER STRE55 USED. INCLUDES 15.OX INCREASE TENSION 7165- G80 PLI PER PRIR " LATERAL BRALING: SHEAR 744- G58 P�1 PER PqIR l � TOP CHORD - CON7INUOUS p��� BTM CHORD - CONTINUOUS JT TYPE '�PLATE SI2E X Y ",��n\ TRUSS SPACING - 24.0 [�N. A 2001 3.00 X 6.00 5.6 2.8 �aT \�\`G5T Ro�7� B 307�R 4.00 X 6.00 2.9 CTR. TOPDCHD 20v0 �10A0 (PSF� D 10�70 4.00 X 8.00 CTR CTR �`��Q'� ��'� € BTM CHD 0.0 10.0 F 1070 G.00 X 8.00 CTR LTR � 1551� •;�C c TOTAI 20.0 20.0 40.0 G 1001. 2.00 X 4.00 C7R C7R � -p� ;i_�� H 1001 2.00 X 4.00 CTR CTR ;O t STa.TE OF ; '.� 2 SUPPORT CRITERIA C 1001 2.00 X 4.00 CTR CTR Q�'• �ND'qaP�:_�j� JT REACT 4IDTH JT REALT VIDTH J� 1001 2.00 % 4.00 CiR CTR �cF A 1323 '3-58 C 1323 �3-56 53 1100 3.00 %" 6.00 CTR 0.2 Fy`�,��NAL`hc��s LEFT R{GHT HEEL OIN - 4S% 0[N • 4SX R = PLATE IS ROTATED BY 90 DEG MEMBER FORLES (LBS) TOP LHORDS A-G = 2072 C G-52 = 1755 C 52-N = 1755 C H-B = �1755 C B-I = 1755 C I-53 = 1755 .0 S3-J = 7755 c J-t = 2072 C BOTTOM CHORDS � A-F = 1790 T F-51 = it16 T S1-D = 1116 T D-C = 1790 T VlEBS G-P = 324 C F-N = 328� C F-6 = 825 T 8-D = 825 T . D-t = 328 C U-J = 324 C DL+LL DEFL -= 0.50" IN�� A-f LL DEFL = 0.09" < BRG-SPAN/360 SPAN/DEiL (DL+LL) = 806 �UAN TYPE SPAN P1-H1 OVERHANGS JOH MARR �o MQ 330800 � �008 0 619000E Rl8 4x6 I I NO 4-OS g HO 4-OS "l 2x4 I I 2x4 I I ( H �� [ �z T7U tU � 3x6� 3xb. 52 S3 70-02-02 2x4� 3 3 2x4� G J 2 2 TiL iL i 3xb= 3xb= A C Q F 51 D Q GxB= 3xb= 4x8= � o 0 TC ° 16-10-00 16-10-00 ° BC 33-08-00 � UniStar -- Version 39.5.3 PLATING CONi0RM5 TO UBL NOTES: RUN DATE: 10- 4-96 (ICBO 499G, DI�IHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALl1E5 MAY BE VERIFIED PRECISION TRU55 SYS. CSI SIZE LUMBER 1.15F6 YITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO i0P 0.39 2% 4 SP-#2 1720 GRIP 6ASED ON SPF/SYP LUMBER TP]-85 (NDS-91). BTM 0.96 2X 4 SP-#2 7720 US[NG GRO55 AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL L16S 0.76 2X G SPF•#3 865 PlATES - 20.GAUGE LOCK NORI20NTAL LOAD OF 408 LBS. LUMBER STRESS INCREASE: 15.OX GRIPPING 365-243 PSI PER PAIR REPETITIVE MEMBER STRESS USED. INLLl1DES 15.OX [NCREASE TENSION 1765- 480 PLI PER PAIR - LATERAL BRACING: SHEAR 744- LSS PLI FER PAIR i TOP CHOR� - CONT(NUOUS .. BTM CHORD - CONT[NUOUS JT TYPE PLAiE S12E X Y ��w� TRUSS SPAC[NG - 2G.0 IN. B 301�OR G.00 X 6.00 2.9 CTR �P`������� �'up�,y" a � r�o -v� LOADING U VE DEAD (PSF) L 2007 3.00 �X 6.00 5.6 2.8 � \`' 'r!� �i TOP LHD 20.0 10.0 D 1070 4.00 X 8.00 C7R CTR � ;•G�STERe.%'/�� BTM CHD 0.0 10.0 F 1070 C.00 �% 8.00 LTR CTR � �¢�' � ' TOTAL 20.0 20.0 40.0 G 1007 2.00 X 4.00 CTR CTR � �J � H ,�0, 2.�� X <.�� �TR �TR � : 1551.� •:Z � '41 � SUPPORT CRITERIA I 7001 2:00 % 4.00 CTR CTR Zjt c,�7H'fE OF �W� JT REACT WIDTH JT REACT HIDTH J 1007 2.00 % 4.00 CTR CTR P ,�� � LBS IN-SX LBS IN-S% Si 1100 3.00 X 6.00 CTR 0.2 C� �'•.�'�DiPa, � :�� .�' A 7323 3- 8 C 7323 3- 8 S2 1700 3.00 % 6.00 CTR 0.2 %�sS/pNA� �',��'`� S3 1100 3.00 X 6.00 CTR 0.2 LEFT RIGHT �'N������namm�wm������� HEEL OIN - 45X OIN - 4S% R = PIATE IS ROTATED BY 90 OEG MEMBER FORCES (LBS) � TOP CHORDS A-G = 2072 C G-52 = 7755 C 52-H = 7755 C N-8 = 1755 C B-I = 1755 C I-53 = 1755 C . 53-J = 1755 C J-C = 2072 C BOTTOM LHORDS A-F = 1790 7 F-51 = 11Y6 T Si-D = 1116 T D-C = 1790 T uEBS G-F = 324 L f-H = 328 C F-8 = 825 T B-D = 825 T D-1 = 328 G D-J = 324 C DL+LL DEFL = 0:50" IN A-F LL DEFL = 0.09" < BRG-SPAN/360 SPAN/DEfI (DL+LL) = 806 � SPAN P1-H1 OVERHANGS JOB MARR � � l��� 30800 � �008 �008 619000E 7 / ,5 � . O p 6G.. RE•��t� JJ II 4xb= . `V.•:� 1 �1��:v_ E zi I II KK II B LL�II 2x4 II • HO 4-OS �= 1 2x4�11 pp � OF :v�� 2x4 II Zx4 II � 2x4 II �� ;� � HN �NN�� 3xb� '���� DiAa�' ^� 12 2x411FF2X411 T1U _ 1U PP II S3 _�n� ......••��..� �� EE GG 2x411 u �A� �� 2x411 Sz �� 2x411 �q �1N°����� 2x4 II DD RR 2x4 II 70-02-02 BB 2x411 1 � 7 SS 2x411 2x4 ii �� 9 � � 9 Tt 2x4 11 pp � 8 8 � UU T1L 4 5 6 6 5 4 1L 2x411 W ' 3x6= 3 3 3x6= A Z z 1 C � � � 0 � � � � � � � � � 0 � � � � 0 0 � 2 X V T R P N L J H F D 2x4 II 2x4 II 2x4 II 2x4 II 2xG II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 I I Y V U S 0 0 M K 1 G E 2x4 I I 2x4 I I 2x4 I I 2z4 I I 2x4 I I 2x4 I I 2x4 I I 2x4 I I 2x4 I I 2x4 I I 2x4 I I 51 3x6= m � 0 0 TC ° 16-10-00 ib-10-00 ° BC o 0 0 0 0 0 � 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 o a o 0 0 0 0 0 0 0 0 0 0 N �i �1 �t �S �t �1 �t ��1 �1 �i �1 J �1 �1 J �S �1 �1 �1 .t .S �i N 0 0 0 0 0 0 0 0 0 0 0 3�8� o 0 0 0 0 0 0 0 0 0 0 UniStar -- Version 39.5.3 MEMBR CS[ P(LBS) MaiST Ma2ND JT TYPE PLATE SI2E X Y RUN DATE: 10- 4-96 BOTTOM CHOR�S A 2007 3.00 % 6.00 5.3 2.9 A-Z 0.02 71 T 0 -78 B 3001 4.00 % 6.00 CTR 2.2 CSI SIZE LUMBER 1 .i5F8 Z-Y 0.01 7�1 T 78 -23 C 2001 3.00 % 6.00 5.3 2.9 TOP 0.04 2% 4 SP-#2 1720 Y-X 0.01 17 T 23 -38 D 1001 2.00 % 4.00 CTR CTR BTM 0.02 2X G SP-#2 1720 %-IJ 0.01 11 T 38 -34 E 7007 2.00 % 4.00 CTR LTR t7B5 0.10 2% 4 SPF-N3 865 LI-V 0.07 74 T 3G -35 F 1001 2.00 X 4.00 C7R CTR LUMBER STRESS INCREASE: 15.0Y. V-U 0.01 17 7 35 -35 G 1001 2.00 % 4.00 LTR CTR , REPETITIVE MEMBER STRESS USED. U-T 0.07 11 1 35 -35 H 7001 2.00 X 4.00 CTR CTR T•S 0.07 11 i 35 -35 I 1001 2.00 % 4.00 CTR CTR IATERAL BRACING: S-R 0.01 71 T 35 -34 J 7001 2.00 X 4.00 CTR CTR TOP CHORD - LONTINUOUS R-� 0.01 11 T 34 -37 K 1001 2.00 X 4.00 CTR CTR BTM CNORD - LONTINUOUS 0-P 0.07 11 T 37 -27 L 7001 2.00 % 4.00 CTR CTR ONE BRACE - a-JJ P-KK 0-B P-57 0-.01 11 7 27 0 M 7007 2.00 % 4.00 CTR CTR - N-L� M-MM S1-0 0.01 17 T 0 -29 N 7007 2.00 X 4.00 CTR CTR TRUSS SPACING - 24.0 IN. 0-N 0.01 11 T 29 -37 0 7007 2.00 X 4.00 CTR CTR � N-M 0.01 11 T 37 -35 P 1001 2.00 X 4.00 CTR CTR LOADING LIVE DEAD (PSF) M-L 0.01 1�7 T 35 -35 0 1001 2.00 X 4.00 CTR CTR TOP CHD 20.0 10.0 L-K 0:07 17 T 35 -35 R 7001 2.00 X 4.00 CTR CTR BTM CHD 0.0 10.0 K-J 0.01 17 T 35 -35 S 7001 2.00 X 4.00 CTR CTR TOTAL 20.0 20.0 40.0 J-I 0.01 11 T 35 -35 T 1001 2.00 X 4.00 CTR CTR I-H 0.01 11 T 35 -35 U 1001 2.00 X 4.00 CTR CTR SUPPORT LRIiERIA H-G 0.01 11 T 35 -34 V 1001 2.00 X 4.00 CTR CTR BOTTOM CHORD CONTINUOUSLY G-F 0.01 11 i 34 -38 Y 1001 2.00 X 4.00 CTR CTR SUPPORTED ALONG ENT[RE LENGTH. F-E 0.01 11 T 38 -23 X 1001 2.00 X 4.00 CTR CTR E-D 0.01 17 7 23 -78 Y 1001 2.00 X 4.00 CTR CTR LEFT RIGHT D-C 0.01 11 T 78 0 Z 1001 2.00 X 4.00 CTR CTR HEEL OIN � 4SX OIN - 4S7( WEBS AA 1001 2.00 X 4.00 CTR CTR 2-AA = 176 C Y-88 = 70 C 86 1001 2�.00 X 4.�0 CTR CTR MEMBR C51 P(LBS) Ma1ST Ma2ND X-CC = �83 C V-DD = 77 C CC 1001 2.00 X 4.00 CTR CTR � TOP LHORDS V-EE = 82 C U-FF = 86 C DD 1001 2.00 X 4.00 CTR LTR A-AA 0.04 7 C 0 -226 T-GG �= 76 C S�-HH = 81 C .EE 1001 2.00 X� 4.00 CTR CTR AA-BB 0.04 77 C 226 -83 R-LI = 80 C A-JJ = 81 C FF 1001 2.00 X 4.00 CTR LTR BB-CL 0.02 11 C 83' -710 P-KK = 87 C 0=8 = 56 C GG 1001 2.00 % 4.00 CTR CTR tL-DD 0.02 72 C 110 -99 N-LL = 87 C M-MM = 81 C �HH 1001 2.00 X 4.00 CTR CTR �D-EE 0.02 11 C 99 -746 L-NN = 80 C K-00 = 81 C [I 1001 2.00 % 4.00 CTR CTR EE-S2 0.02 20 C 146 0 J-PP = 76. 0 I-00 = 86 C JJ 1001 2.00 X 4.00 CTR CTR 52-FF 0.03 0 T 0 -163 N-RR = 82 C G-SS = 77 C KK 1001 2.00 X 4.00 CTR CTR FF-GG 0.03 74 C 763 -99 F-TT = 83 C E-UU = 70 C Ll 1001 2.00 % 4.00 CTR CTR GG-HH 0.02 12 C 99 -705 D-VV = 116 C MM 1001 2.00 % 4.00 CTR CTR HH-II 0.02 72 C 105 -106 'NN 7001 �2.00 %� 4.00 CTR CTR II-JJ 0.02� 12 C 106 -110 DL�LL DEfL = 0.00'1 .IN B-LL 00 '1001 2-00 % 4.00 CTR CTR JJ-KK 0.02 12 C 170 -103 CL DEFL < BRG-SPAN/360 .PP 7007 2�.00 % 4.00 CTR CTR KK-B 0.02 15 C 103� 0 SPAN/DEfL (DL+LU = 999 GO 1001 2.00 :X 4'.00 CTR CTR B-LL 0.02 15 �C 0 -703 RR 1001 2.00 % 4.00 CTR CTR LL-MM 0.02 72 C 103 -110 PLATING�� CONFORMS TO UBC SS 1001 2:00 % 4.00 CTR CTR MM-NN 0.02 12 C 170 -106 CICBO 4994 D RHR 940003-N) TT 100b 2�.00 X 4.00 CTR CTR NN-00 0.02 12 C 106 -705 PLATE VACU�S MAY �BE.VERIFIED �UU 7001 2.00 X 4.00 CTR G7R 00-PP 0.02 12 C 705 -99 HITH ROBBINS ENGINEERING. VV 1001 2.00 X 4.00 LTR CTR PP-0� 0.03 14 C 99 -163 GR4P BASED ON SPF/SYP LUMBER S1 7100 3.00- X 6.00 CTR 0.2 00-53 0.03 0 T 163 0 USING GROSS AREA"-�TEST. 52 1100 3.00 X 6.00 LTR 0.2 ' S3-RR 0.02 20 L 0 -146 PLATES - 20 GAUGE LOCK S3 1700 3.00 X 6.00 CTR 0.2 " RR-SS 0.02 17 C 146 -99. GRIPPING 365-243 PSI PER PAiR SS-TT 0.02 12 C 99 -110 INCLUOES 15.OX INCREASE 'TT-UU 0.02 11 C 710 -83 TENSIO& 1165- 480 PLI PER PAIR ❑U-VV 0.04 77 C 83 '226 SHEAR 744- 458 PLI PER PA7R VV-C 0.04 7 C 226 � 0 QIIAN TYPE SPAN P1-Hl OVERHANGS JOB MARK � 1 G16 ��0408 �a �008 �ooa 619000E 8 cx4= HO 6r15 g� HO 6-15 �� , 2x4 n 2x4 II N N 12 2x4 I I 2x4 I I 10� L 0 5-03-13 TC y TC Zx411 2x4 I I P K 3 3 z 2 3x4= 3x4= A � � C �x411 �x411 � � � � � 2x4 I I 2x4 I I 2x4 I I 2 x4 I I 2x4 I I TC 1008 S-OS-OG 5-08-04 1008 BC 1-08-04 7-04-00 1-U4-00 7-04-00 1-OG-00 1-04-00 � 1-04-00 1-OS-04 - 11-04-08 UniStar -- Version 39.5.3 NEMBR CSI P(hBS) Ma15T Ma2N� NOTES: RUN DATE: 10- 4-96 G-F �0.01 17 T 35 -35 1. TRUSSES MANUFACTURED BY - F-E 0.01 17 T 38 -29 PRECIS[ON TRUSS SYS. CSI SIZE LUMBER 1�.75F8 E-D 0.01 17 T 26 -61 2. ANALYSIS CONFORMS TO TOa 0.03 2% 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 TRU55 FOR A TOTAL � LlBS 0.03 2% 4 SPF-#3 865 J-K = 92 C 1-L = 79 C HORIZONTAL LOAD OF 223 LBS. UDGaA 2X 4 SP-#2 N-M = 78 L G-B = 56 C NDGaL 2X 4 SP-#2 F-N = 78 C E-0 = 79 C LUMBER STRE55 INCREASE: iS.OX D-P = 92 L REPETITIVE MEMBER STRE55 USED. DL*LL DEFL = 0.00" IN B-N ��p LATERAL BRALING: LL DEFL <. BRG-SGAN/360 ,�\w, 1„ M OQ TOP CHORD - CONTINUOUS SPAN/DEfL (DL*LL) = 999 � t� ... . . �l�l� BTM CHORD - CONTINUOUS � ;G�STER� 7/� TRUSS SPACING - 24.0 IN. PLATING LONFORNS TO UBL Q �� �� (ICBO 4994, DILHR 940003-N) �� 15515 •' L:' � LOADING LNE DEAD (PSF) PLATE VALUES ,MAY BE VERIFIED � �W _ TOP CHD 20.0 10.0 VITH ROBBINS ENGINEERING. �t gTATE OF ��,,�z BT�MALHD Z0.0 20.0 40.0 USINGBGROSSOAREAFTEST LUMBER ��•,•.=N OI^�P.:^a � P�ATES - 20 GAUGE LOLK SUPPOR7 CRITERIA GRIPPING 365-243 PSI PER 7AIR F`��ON AL �'�' BOT70M CHORD CONTINUOUSLY INCLUDES 15.OX INCREASE p�m����� SUPPORTED ALONG ENTIRE LENGTH. TENSION 1765- 480 PLI PER PAIR SNEAR 744- 450 ,PLI PER PAIR LEFT RIGHT HEEL 21N - 6S% 21N - 6S% JT TYPE PLATE SIZE % Y A 2007 3.00 % G.00 1.4 1.7 MEMBR CSI P(�LBS) Ma15T Ma2ND B 3001 4.00 % 4.00 CTR 2.2 - TOP CHORDS C 2007 1.00 % G.00 1.4 1.7 A-K 0.03 23 C 78 -168 D 7007 2.00 X 4.00 CTR CTR K-L 0.02 23 C 732 -100 E 1001 2.00� X 4.00 CTR CTR L-M 0.02 22 C 107 -97 F 1001 2.00 X 4.00 CTR CTR M-B 0.02 21 C 94 -118 G 1001 2.00 X�. 4.00 CTR CTR B-N 0.02 21 L 118 •94 H 1001 2.00 I( 4.00 CTR CTR N-0 0.02 22 C 97 -707 � I 1001 2.00 X 4.00 CTR CTR 0-P 0.02 23 C 700 -132 J 1001 2.00 % 4.00 CTR CTR P-C 0.03 23 C 168 -78� K 1001 2.00 % 4.00 CTR CTR BOTTOM CHORDS L 7001 2.00 % 4.00 CTR CTR ' A-J 0.02 20 T -78 -98 M 1001 2.00 % 4.00 CTR LTR �- �-f 0.01 17 T 61 -26 N 1001 2.00 X 4.00 CTR CTR I.-H 0.01 77 T �29 -38 A� 1007 2.00 % 4.00 CTR CTR H-G 0.07 17 1 35 •35 P 1007 2.00 % 4.00 CTR CTR � QIIAN TYPE SPAN P1-H1 OVERHANGS JOB MARg � �� 1 oS.A lollla la a o 619000E 4x4= , '�.� 12 � 10� � ; TC TC 4-06-14 � A 3x �i D C 2x4 I I 3x4 O Tc S-OS-13 , S-OS-13 BC S-OS-73 S-OS-13 17ni5tar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN �ATE: 10- 4-96 (ICBO �b994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRELISION TRUSS SYS. LSI SIZE LUMBER 1.i5Fe NITH RO68INS ENGINEERING. 2. ANALYSIS CONFORMS TO � �'- TOP 0.40 2% 4 SP-#2 7720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-97). BTM 0.75 2X 4 SP-#2 1720 USING GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL 48S 0.11 2% 4 SPF-q3 865 PLATES - 20 GAUGE LOCK HORIZONTAL LOAD OF 208 1B5. IUMBER STRESS INCREASE: 15.OX GRIPPING 365-243 PSI PER PAIR REPETITIVE MEMBER STRESS USED. INCLUDES 15.0X INCREASE TENSION 1165- 480 PLI PER GAIR �,yuux�pNqy LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR � ` �O� TOP LHORO - CONTINUOUS `�''u G [� BTM CHOR� - CONT[NUOUS JT TYPE PLAtE SIZE X Y �� ••••• �!� TRUSS SPACING - 24.0 IN. A 2003 3.00 X 4.00 4.7 3.2 g� �,;'G�STeRF..�J1� B 3001 6.00 % 4.00 CTR 2.2 3 Q;�Q�F' O. LOADING LIVE DEAD (GSF) C 2003 3.00 X 4.00 4.1 3.2 � � E TOP CHD 20.0 10.0 D 1007 2.00 X 4.00 LTR CTR � : 1 5 5 1 5 :� = � T' i ;t„� BTM CHD 0.0 10.0 ?; � STATE OF TOTAL 20.0 20.0 40.0 ����' �NDiA`����` � SUPPORT CRITERIA �FiJ'T'�'�•.....1.•� J �� SUPPORTEDOALONGNENTI�RESLENG7N. H'�Np��V�ONA`"�p� LEFT RIGHT GIRD OIN - OSX OIN - OSX MEMBR CSI P(L8S) Ma1ST Ma2ND TOP CNORDS A-B 0.40 83 C 0 0 B-C 0.40 83 C 0 0 BOTTOM CNORDS A-D 0.15 63 T 0 -808 D-C 0.15 63 T 808 0 aEBS D-B = 207 L DI+L� DEFL = 0.15" IN BrC �\_ LL DEFL < BRG-SPAN/360 SPAN/DEFL (DL+LL) = �878 . QUAN TYPE SPAN P1-81 OVER}iANGS JOH MARR � � os.A So2oo �o 0 0 619000E R�o 3x4= I zm 12 � j/�'i�'< to� TC TC 3-04-73 A x4�i � 3x4O it 4-01-00 4-Oi-00 BC 8-02-00 � UniStar -- Version 39.5.3 PLATING �CONi0RM5 70 UBL NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFALTURED BY - PIATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. C51 SIZE LUMBER 1.i5FB HITH ROBBINS ENGINEERING. 2. ANALYSIS LONFORMS TO � TOP 0.22 2% 4 SP-it2 1720 GRiP BASED ON SPF/SYP WMBER TPI-85 (NDS-91). ' � BTM 0.31 2X 4 SP-#2 1720 USING GROSS AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL LUMBER STRESS INLREASE: 15.OX PLATES - 20 GAUGE LOCK HORIZONTAL LOAD OF 754 LBS. REPETITIVE MEMBER STRESS USED. GRIPPING 365-294 PSI PER PAIR INCLUDES 15.OX INLREASE LAiERAL BRACING: TENSION 7165- 480 PLI PER PAIR TOP CHORD - CONTINUOUS SHEAR 744- 458 PLI PER PAIR �,,yy qWaruqyu4 BTM CHORD - CON7INUOUS $�J�'� � � �4� TRU55 SPACING - 24.0 IN. JT TYPE PLATE SIZE % Y � � O� LOADING LIVE DEAD (PSF) 8 3000 3.00� % 4.00 CTR 2.2� �Q\'t��'`5�cRFO�/�g ToP CHD 20.0 10.0 C 2003 3.00 X� 4.00 4.7 3.2 ��y ;� BTM CHD 0.0 10.0 � : 15515 � �� TOTAL 20.0 20.0 40.0 3 r�' :�+�_ � .pt STAfE �F :�\ SUPPORT [RITERIA O �'•, � �'�_��.•� BOTT�M CHORD CONTINUOUSLY ��F •, N pip (.•� ,`P SUPPORTED AIONG ENTIRE LENGTH. ��SJ�ON H� `_�°� LEFT RIGNT '�i�/ryry�onnmwm�M��c`" GIRD OIN - OSX OIN - OS% MEMBR LSI P(LBS) Ma1ST Ma2ND TOP CHORDS A-6 0.22 178 L 0 0 B-C 0.22 178 L 0 0 80TTOM CHOROS . A-C 0.37 137 T 0 0 HEBS DL�LL DEFL = 0.17" IN A-C ' LL DEFL < BRG•SPAN/360 SPAN/DEFL (DL+LL) = 564 , QUAN TYPE SPAN P1-Hl OVERHANGS JOB MARR � 1 TR 50406 10 0 0 619000E Rll 3x4= t - ,�t�k.:�a. �Z 4iw1..a,a� 70 � TC TC 2-02'73 fei�':: A x4!• C 3x4J . TC 2-OB-03 2-08-03 BC 5-04-Ob � 5-04-06 UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILNR 940003-N) 1.. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIEO PRECISION TRUSS SYS. CSI SIZE LUMBER 1.15FB NITH RO68IN5 ENGINEERING. 2. ANALYSIS CONFORMS TO � , TOP 0.07 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYG LUMBER TP[-85 (NDS-97). �BTM 0.13 2% 4 SP-#2 1720 US[NG GRO55 AREA TEST�. 3. ANLHOR TRUSS FOR A TOTAI LUMBER STRESS INLREASE: 75.OX PLATES - 20 GAUGE LOCK HOR120NTAL LOAD OF 107 LBS. REPETITIVE MEMBER STRESS USED. GR[PPING 365-294 PSI PER PAIR INCLUDES 15.0% INCREASE LATERAL BRACING: TENSION 1.165- 480 PLI PER 7AIR M�����N1 70P CHORD - CONTINU�US SHEAR 744'- 458 PLI PER PAIR ��w\ � ��q� BiM CHORD - CONTINUOUS ��\l ,....., oi��] TRUSS SPRCING - 24.0 IN. JT TYPE PLATE SIZE % Y '� _✓G�STE�q��'7"/�� A 2003 3.00 X G.00 G.1 3.2 � pQ,�v p';• 4@ LOADING IIVE DEAD (PSF) B 3000 3.00 X 4.00 CTR 2.2 ' 15�15 •;(� c 70P CHD 20.0 10.0 C 2003 3.00 X 4.00 4.1 3.2 ' BTM CHD 0.0 10.0 T� STASE �F :�+..r= 70TAL 20.0 20.0 40.0 ��� P :'�;�� � hDIAC':(� '� JTPREACTCNIDTH`AJT REACT HIDTH ����ONtR`Xaa� LBS IN-5% LBS IN-5% A 194 3- 8 C 188 3- 8 LEF7 RIGHT GIRD 0(N - OSX OIN - OS% MEMBER FORCES (LBS) TOP CHORDS A-B = 113 C B-C = 113 L BOTTOM CHORDS A-C = 87 7 IIEBS DL+LL DEFL = 0.03" IN A-C LL DEFL < eRG-SPAN/360 SPAN/DEFI (DL�LL) = 999 , QQAN TYPE SPAN P1—Hl OVERHANGS JOH MARR 1 TR 20613 10 0 0 619000� R12 _ NO 1 g � 12 12 9.93 � ..c,;,� � �10 T[ ,q C ;:�..., 1•00-13 ��:: flC ���`�`,n:., .s'��K, ' �.«2`;H�:. :�'h�� ..SS���:S;�;o,.�,�i ' G,$.^:YiH,.n�fSaL.#..25::. ..���".ti'��u;.hx.�y,[<5�.:.��� ...�"'v.aAa.�'.�i'Y:9Q'i" ..Jk0 \� $.a4!.. :G>2 riA':.;ap b. � ' 3�� .. `��32 c �R.. .3..a�)y£': <v�::, '�":v�:.�'..�c.��.,�.a: :£..'<: � 3 3x4 0 TC 1-03-06 7-03-07 BC 2-06-13 B UniStar -- Version 39.5.3 PLATING LONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ILBO 4994, DILHR 940003-N) 1. TRUSSES MANUFAC7URED BY - PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1.i5FB NITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO , TOP 0.01 2% 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.OX PLATES - 20 GAUGE LOLK REPETITIVE MEMBER STRE55 USED. GRIPPING 365-294 PSf PER PAIR INCLUDES 75.OX INLREASE 1 ���,1"�,�wii LTOPRLHORDACICONTINUOUS SNEARON '7G4- 458 PLI PER PAIR ��\` `••.r,o'r ��s BTM CHORD - CONTINUOUS � :�G�`'TERt'.��JI� TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y ��•;Q.'� O: s A 2003 3.00 % 4.00 4.1 3.2 15515 ,;CK� LOADING LIVE DEAD (PSF) 8 3000 3.00 % 4.00 CTR 2.2 TOP CHD 20.0 10.0 C 2003 3.00 X 4.00 4.1 3.2 �� STATE aF � W€ BTM CND 0.0 10.0 O '•, P .'•� � TOTAI 20,0 20.0 40.0 ��. • �NDiP�.•�.�, :� SUPPORT CRITERIA 'y�i�`�'IONAL �;���� JT REALT NIDTH JT REACT NIDTH �����My���,�p��p���� LBS IN-SX LBS IN-S% A � B1 3- 8 C 76 3- 8 LEFT RIGHT GIRD OIN - OSX OIN - OSX � MEMBER FORLES (LBS) TOP CHORDS A-B = 47 L B'C = 47 'C BOTTOM CHORDS a-c = 36 T NEBS UL�LL DEFL = 0.00" IN A-C LL DEFL. < BRG-SPAN/360 SPFN/�EFI (DL�LU = 999 QQAN TYPE SPAN P1-H1 OVERHANGS JOB MAgK � 2 DIIAL 210000 �o 0 0 619000E R14 4x8 11 HO 8-07 g HO 8-07 •-- / :> 12 / / 10�2x4 0 2x4 q G H TC Z TC 9-OS-07 ; 7 1 3x6= 70x10� A C ';'E,:!: `&ah?�: F 51 I D Sx6= 7x10= d 12x12= TC 70-06-00 � 10-Ob-00 BC 14-01-12 6-10-04 - 27-00-00 UniStar -- Version 39.5.3 MEMBER FORCES (LBS) - EACH PLY NOTES: Rl1N DATE: i0- 4-96 8-H = 3857 C H-C = 3913 C i. TRUSSES MANUFAC7URED 9Y - BOTTOM LHORDS PRECISfON TRUSS SYS. '*•**'•••'"*`*' A-F = 1643 T F-51 = 7522 T 2. ANALYSIS LONFORMS TO * 2-PLY TRU55 t S1-D = 1522 T D-C = 3006 7 TPI-85 (NDS-91). �' x��eewr.�r«+:a�w NE85 3. TIE-IN LOFDS SHONN HITHOUT G-F = �125 C �F-8 = 202 T DAMAGE TO TRUSS. CSI SIZE LUMBER 1.15F6 B-D = 3747 T D-H = 125 L 4. PREVEN7 TRUSS ROTATION AT TOP 0.49 2X 4 SP-#2 1720 ALL BEARING LOCA7IONS. BTM 0.63 2%10 SP-DSS 2470 DI+�L DEFL = 0.16" AT D 5. ANCHOR TRUSS FOR A TOTAL VBS 0.75 2% 4 SPF-#3 865 LL DEFL = 0.12" < BRG-SPAN/360 HORI20NTAL LOAD OF 199 LBS. LIDGaC 2X 6 SP-#i SPAN/DEFL (DL+LU = 999 6. 2 COMPLETE TRUSSES RE�UIRED. EXCEPTIONS: FASTEN TRUSSES TOGETHER H/ B-D 2% 4 SP-#2 7720 PLATES ARE FOR EACH PLY tOd NAILS AS EACH LAYER 15 LUMBER STRESS INLREASE: 15.OX APPLIED,STAGGERED AS FOLLOHS REPETITIVE MEMBER STRE55 USED. PLATING CONFORMS TO UBC MEMBER ROHS SPACING(IN) (ICB0� 499L, DILHR 940003-N) TOP LHD 7 12.0 LAiERAL BRACING: PLATE VAlUES MAY BE VERIF[ED BTM CHD 3 7.0 TOP LHORD - CONTINUOUS YITH ROBBINS ENGINEERING. NEBS 1 12.0 BTM CHORD - CONTINUOUS GRIP BASED ON SPF/SYP LUMBER PLUS CLUSTERS OF NAILS IF TRU55 SPACING - 12.0 IN. USING GROSS AREA TEST. SHOLIN. PlA7E5 - 20 GAUGE LOCK EXLEPTIONS: LOAD{NG LIVE �EA� (PSF) GRIPPING 365-243 PSI PER PAIR lOd NFILS a 4" O.C. TOP CXD 40.0 20.0 INCLUDES 15.OX INCREASE B-D BTM CHD 0.0 20.0 TENSION 1165- G80 PLI CER PAIR 70TAL G0.0 40.0 80.0 SHEAR 744- 458 PLI PER PAIR EXCEPTlONS: y�W��11 C-D 540.0 560.0 JT TYPE PLATE SRE X Y �� M CONLENTRATED lOADS (LBS) B 30�tOR 4.00 % 8.00 2.5 2.5 ����G 5T"'•0��� D 3000 L 2016 10.00 %10.00 4.9 8.1 �'JQ : � F�� c� D 7010 12.00 %12.00� CTR 6.9 3 � � r 15515 •; .7.. SUPPORT LRITERIA F 7010 5.00 X 6.00 LTR 3.0 : JT REACT 41IDTH JT REALT LIIDTH G 1001 2.00 X 4.00 CTR CTR 3 -C S •'..0€ LBS IN-SX LBS IN-SX X 1001 2.00 % G.00 CTR CTR .� � STATE OF �r_�� ` A 2846 3- 8 C 8874 4- 8 51 1100 7.00 k10.00 CTR t.t � '•, � �P' �_��e` � •. �'011� � LEfT RIGHT R = �PLATE IS ROTATED BY 90 DEG 'o�SS/QNA�-•�o�`"'c� ; HEEL 3IN - i4S% 3IN - 74SX Z�^�Mn *rq MEMBER FORCES (L85) - EACH PLY TOP CHORDS A-G = 2139 C G-B = 2083 C QUAN TYPE SPAN P1-H1 OVERHANGS JOB MAgg 1 DUAL 210000 10 1008 �008 b19000E R15 4x4= HO 8-07 g HO 8-07 = 2x41t 2x411 ( . R S �z 2x411 � 2x411 0 T 10� 2x4 II 2x4 II 9-OS-07 P TC T[ U 3xG�i 10 �� 3x4J 0 V 9 9 3x4�i 8 8 3x4�� 4s4= 4x4= a � � c � Q 6 L Q B R � 2x411 � 2x411 �3x4�= p � � � � 2xG II 2x4 II 2x4 II 2x4 II 2x411 2x411 2x4 II m m TCI ° I 10-06-00 i 10-06-00 I ° I BC 2-06-00 T2-00-00 T2-00-0�-00-00-00 �2-00-00 2-00-00 2-00-00 2-00-00 2-06-00 .a 21-00-00 UniStar -- Version 39.5.3 MEMBR LSI P(LBS) Ma15T Ma2ND NOTES: RUN DATE: 10- 4-96 UEBS 1. TRUSSES MANUFACTURED BY - M-0 = 144 C L-P = 116 C PREC[SION TRUSS SYS. CSI SIZE LUMBER 1.i5F8 K-0 = 122 C J-R = 118 L 2. ANALYSIS LONFORMS TO - TOP 0.07 2X 4 SP-#2 1720 D-B = 84 L I-S = 118 L TPI-85 (NDS-91). � BTM 0.05 2% 4 SP-#2 1720 H-T = 122 C F-U = 176 C 3. ANCHOR TRUSS FOR A TOTAL • LIBS 0.15 2% 4 SPF-#3 865 E-V = 744 C HORIZONTAL LOAD OF 412 LBS. LEGaA 0.02 2X 4 SP-M2 - LEGaL 0.00 2X 4 SP-#2 �L�LL DEFL = 0.00" IN V-C LUMBER STRESS INCREASE: iS.OX lL DEFL < BRG-SPAN/360 REPETITIVE MEMBER STRESS USED. SPAN/DEFL (DL+LL) = 999 �y►JYIII LATERAL BRACING: PLATING CONFORMS 70 UBC ��� �p,� �� TOP CHORD - LONTINUOUS (ICBO 4994, DILHR 9G0003-N) �\w\ �.. lr'QAnB�, BTM CHORD - CONTINUOUS PLATE VALUES MAY $E VERIFIED \ \� �� ONE BRACE - D-B IIITN ROBBINS ENGINEERING, i�:G�STERF•'�/��p TRUSS SPACING - 24.0 IN. GRIP BASED ON SPF/SYP LUMBER Q �u O t rE USING GROSS AREA TEST. � ' � 15515 • � LOADING LIVE DEAD (PSF) PLATES - 20 .GAUGE �LOLK � rC � TOP CHD 20.0 10.0 GRIPPING 365-243 PSI PER PRIR � ;�y E BTM CHD 0.0 10.0 INLlUDES 15'.OX INCREASE t 57ATE OF �[.v e TOTAL 20.0 20.0 40.0 TENSION 1165- 480 PLI GER PAIR ?� '. SHEAR 744- G58' PL1 PER PAIR O �•, i c�P,�-�� SU7PORT CRITERIA .�'F, •, NDIP�, ���_ BOTTOM CHORD LONTINUOUSLY JT TYCE PLATE SIZE X Y ,`�'S O N A1- ``� SU PP OR T E D A L O N G ENTIRE LENGTH. A `2-PUTES �ON EACH SIDE* I #1 2009 4.00 % 4.00 4.9 2.0 ������qrnnnndm�p����� � LEFT RIGHT if2 2600 3.00 % 4.00 17.0 1 .5 ' HEEL 31N - 74S% 31N - 1457( B 3001 4.00 .%:G.00 CTR 2.2 L �2-PIATES ON EACH SIDE' MEMBR CS[ P(LBS) Ma1ST Ma2ND • #1 2009 4.00 % 4.00 4.9 2.0 TOP LHOR�S #2 2600 3.00 % 4.00 17.0 1 .5 A-0 0.07 35 C 186 -436 D 7001 2.00 % 4.00 CTR CTR 0-P 0.05 34 L 327 -213 E 1001 2.00 X� 4.00 CTR CTR P-0 0.04 31 L 227 -243 i 1001 2.00 X 4.00 CTR CTR �-R 0.04 32 L 245� -226 N 7001 2.00 X L.00 CTR CTR R-B O.OG 30 C 223 -257 I 1001 2�.00 X A.00 CTR CTR B-S 0.04 30 C 258 -223 J 1007 2.00 X 4.00 CTR CTR S-T 0.04 32 C 225 -245 K 1007 2�.00 X� 4.00 CTR CTR T-U 0.04 31 C 244 -227 L �7001 2.00 % C.00 CTR CTR U-V 0.05 34 C 213 -327 M 1001 2.00 X L.00 CTR LTR V-C 0.07 35 C 436 -186 0 .1012 3.00 % 4�.00 CTR CTR BOTTOM CHORDS P 1007 2.00 X 4.00 CTR CTR A-M 0.05 31 T -786 -246 0 7001 2.00 X 4:00 CTR CTR� M-L 0.03 24 T 150 -56 R 1007 2.00 X 4.00 C7R C7R L-K 0.02 24 T 65 -86 .S' 1001 2.00 X 4.00 CTR CTR K-J 0.02 24 T 85 -70 T 7001 2.00 R 4:00 CTR CTR i J-51 0.02 24 T 66 -20 U 1001 2.00 X 4.00 CTR CTR S1-D 0.01 24� T 20 •59 V 1012 3.00 X A.00 CTR CTR - D-I 0.02 24 T 62 �-83 51 1100 3.00 % 4.00 C7R 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 • QIIAN, TYPE ' SPAN .P1-Hl OVERHANGS JOB MARR ` 3 DIIAL 210000 10 1008 1008 619000E R13 Gx4= HO 8-07 g HO 8-07 I 12 �� 3x4�i 3x4�� F H 9-OS-07 TC 2 TL 2 ' 3x4�i � 3x4 J Gx4= 4x4= A C � 8 � E 51 D B R 3x4= 3x4= 3x4= m m 0 0 TC ° 70-06-00 10-Ob-00 ° BC 21-00-00 � �� �� �� UniStar -- Version 39.5.3 PLATING LONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (ILBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRELISION TRUSS SYS. CSI S1ZE LUMBER 1.15F8 NITH ROBBINS ENGINEERING. 2, ANALYSIS CONFORMS TO TOP 0.32 2X 4 SP-#2 7720 GRIP BASE� ON SPf/SYP LUMBER TPI-85 (NDS-91). BTM 0.38 2% 4 SP-#2 1720 USING GRO55 AREF �TEST. 3. �ANLNOR TRUSS FOR A TOiAL � IJBS 0.29 2X 4 SPF-#3 865 PLATES - 20 GAUGE IOCK HOR RONTAL LOAD OF 472 LBS. LEGaA 0.86 2% 4 SP-#2 GRIPPING 365-243 PSI PER PAIR LEGaC 0.86 2% 4 SP-#Z .INCLUDES iS.OX INCREASE LUMBER STRESS INCREASE: 15.OY. TENSION 1165- 480 PLI PER PAIR �ptpN11N REPETITIVE MEMBER STRE55 USED. SHEAR 744- 458 7LI PER VAIR ���` p' �� , • •',f O� LATERAL BRACING: JT TYPE PIATE SIZE % Y ��, :�gTER•,��/ TOP CHORD - CONTINUOUS A `2-PLATES ON EACH SIDE� 3a Q ;•�G F�� � � BTM CHORD - CONTINUOUS #1 2009 4.00 % 4.00 4.9 2.0 3��•e' 1�515 �:�- c TRUSS SPAC[NG - 2G.0 IN. #2 2600 3.00 % b.00 38.7 1.5 � . B 3010 4.00 X G.DO CTR 2.2 :w LOADING L[VE DEAD (PSF) C t2-PLATES ON EALH SIDE` �` STATE �F ' v"�€ TOP CHD 20.0 10.0 #1 2009 4.00 % L.00 4.9 2.0 O�'•, iND1P?P� ��.� B7M CHD 0.0 10.0 #2 2600 3.00 % 4.00 38.7 1.5 TOTAI 20.0 20.0 40.0 D 7010 3.00 X 4.00 CTR CTR �FSS/p'N A� �'�� E 1010 .3.00 % 4.00 CTR CTR ry�4�iq�nRq^1�ry�„�`�po�� SUPPORT CRITERIA F 1072 3.00 X�, 4.00 1.9 CTR JT REACT WIDTH JT REACT NIDTH H 1012 3:00 X 4.00 1.9 CTR L65 IN-S% LBS IN-SX 51 1100 3.00 % 4.00 CTR 0.2 A 816 3- 8 C 816 3�- 8 LEFT RIGHT HEEL 31N - 145X 3IN - 74S% MEMBER FORCES (l85) 70P CHORDS A-F = 962 C F-8 = 844 C . e-H = 844 C H-C = 962 C BOTTOM CHORDS A-E = 739 T E-St = 507 T 51-D = 501 T D-C = 739 T NEBS P-E = 259 C E-B = 411 T B-D = 471 T D-H = 259 C . DULL DEFL = 0.10" IM F-B LL DEFL = 0.02" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 � ,':; r_QIIAT�I TYPE . BPAN Bl-Hl OVERHANGS JOH MARR :, :� ; .--z DIIAL 210000 �o �008 �azo8 619000E Rl, � - ,. . � 4x4= . HO 8-07 .8 HO 8-07 l^ / i 72 �� 3a4�i 3x4J f H 9-OS-07 T1 2 T2 2 1 3x4�i � 3x4 O Lx4= 4x4= A C B L E 51 0 B R 3x4= 3x4= 3x4= � iCl ° 10-06-00 10-06-00 BC 21-00-00 21-00-00 UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 10- 4-96 (IL80� 4994, D[LHR �940003-N) 7. TRUSSES MANUFACTURED BY - PLATE VALUES MAY BE VERIFIED PRELIS[ON TRUSS SYS. L51 SIZE LUMBER 7.15F8 VITH ROBBINS ENGINEERING. 2. ANALYS[S CONFORMS TO , TOP 0.32 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91). � BTM 0.38 2X 4 SP-#2 1.720 115ING GRO55 AREA TEST. 3. ANCHOR TRUSS FOR A TOTAL u8S 0.29 2% 4 SPF-tk3 865 PLATES - 20 GAUGE LOLK HOR RONTAL LOAD OF 412 LBS. LEGaA 0.86 2X 4 SP-#2 GR4PPING 365-243 PS[ PER PAIR LEGaC 0.86 2X 4 SP-#2 �INCLUDES 15.OX INLREASE LUMBER STRESS INLREASE: iS.OX TENSION� 7765- 480 7LI PER PAIR REPET[TIVE MEMBER STRE55 USED. SHEAR 744- G58 PLI GER PAIR �rpYANwiwn4,�ty LATERAL BRALING: JT TYPE PlA7E SIZE % Y ���� �• 'Y'O,Q! TOP CHORD - LONTINUOUS A •2-PLATES ON EALH SIDE• \� . '�c�T Ei{`•,�� BTM CHORD - CONTINUOUS #1 2009 4.00 % 4.00 4.9 2.0 `� �G F � � TRUSS SPALING - 24.0 IN. #2 2600 3.00 % 4.00 38.7 7.5 �.'Q'� O � a 30,0 �:oo x <.00 CTR Z.z : 15515 `:� � LOADING L[VE DEAD (PSF) C �2-PLA7ES ON EACH SIDE* ' 'w€ TOP CHD 20.0 10.0 #7 2009 4.00 % 4.00 4.9 2.0 �t 57ATE Of :�= BTM CHD 0.0 70.0 #2 2600 3.00 X 4.00 38.7 1.5 �A ��(.'•,��N01P�P'�� � TOTAL 20.0 20.0 40.0 D 7010 3.00 X 4.00 CTR- CTR .... E 1010 3.00 % 4,00 CTR CTR � ���SS/ON A� �"`�� SUPPORT CRITERIA f 1012 3.00 % G.00 1�.9 CTR '�W/y��An ^�j1��pp�� JT REACT V[DTH JT REACT NIDTH H 1012 3.00 %� G.00 1.9 CTR lBS IN-5% LBS IN•SX S1 1100 3.00 % G.00 CTR 0.2 A 816 3- 8 L 816 3- 8 LEFT RIGHT HEEL 31N - 145X 3[N - 14S% MEMBER FORCES (LBS) TOP CHORDS A-F = 962 C F-B = 844 L B-H = 844 C H-C = 962 C BOTTOM CHORDS A-E = 739 T E-51 = 501 T S1-D = 501 T D-C = 739 T NE85 F-E = 259 C E-B = 411 T � B-D = 471 T D-H = 259 C DL+LL DEFL = 0.10" IN F-B ' LL DEfL = 0.02!' < BRG-SPAN7360 SPAN/DEFL (DULL) = 999 i , QUAN TYPE SPAN Pl-H1 OVERHANGS JOB MARR 7 DIIAL 210000 10 1008 0 619000� R19 4x4= � ' HO 8-07 8 HO 6-06-07 � T2 2x4 li �Z G �� 3x4�i D 9-OS-07 T1 6 � 3z4�i 5 4x4= A B C 3xG= H 3x4= m 0 iC ° 10-06-00 3-Ob-00 BC 1G-00-00 14-00-00 UniStar -- Version 39.5.3 PLATING CONfORXS TO UBC NOTES: RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURE� BY - PLATE VAlUES MAY BE VERIFfEO PRECISION TRUSS SYS. LSI 5I2E LUMBER 1.i5FB YITH ROBBINS ENGINEERING. 2. ANALYS[5 CONFORMS TO TOP 0.32 2x 4 SP-p2 1720 GRIP BASED ON SPF/SYP IUMBER TPI-85 (NDS-91). � -- BTM 0.31 2X 4 S7-#2 1720 USING GRO55 AREA TEST. 3. END VER7ILAL(S) NOT WBS 0.36 2X 4 SPf-#3 865 PLATES - 20 GAUGE LOCK DESIGNED FOR VI1ND E%POSURE. LEGaA 0.45 2% 4 SP-#2 GRIPPING 355-243 PSI PER PAIR 4. ANCHOR TRU55 FOR A TOTAL LUMBER STRESS INCREASE: 15.0� INLLUDES 75.OX INLREASE HORIZONTAL LOAD OF 472 LBS. REPE7lTIVE MEMBER STRE55 USED. TENSiON 1165- 480 PLI PER PAIR SHEAR 744- G58 PLI PER PAIR �ATERAL BRAUNG: �NynlUlu4� TOP CHORD - LONTINUOUS JT TYPE PLATE SI2E x Y � BTM LHORD - CONTINUOUS A •2-PLATES ON. EACH SIDE� o`��i.1 �' �O ONE BRACE - B-H #1 2009 4.00 % 4.00 4.9 2.0 ����,.G;STfq��/� TRU55 SPACING - 24.0 IN. #2 2600 3.00 % 4.00 38.7 1.5 O � C^��. B 3010 4.00 % 4.00 CTR 2.2 �GV �Q" i LOADING LIVE DEAD (PSF) C 1010 3.00 M 4.00 LTR LTR � 1 5 5 1 5 `:,� � TOP LHD 20.0 10.0 D 7012 3.00 X 6.00 CTR CTR 3 -..�� �w€ BTM LHD 0.0 10.0 G 4100 2.00 % 4.00 LTR CTR ti STATE �F ' �'� = c TOTAL Z0.0 20.0 40.0 N 4010 3.00 X� 4.00 CTR CTR �O � ° ' ?° i[`��'.,�ND1P�'.� '^ �,l- Sl1PPORT CRITERIA ���510 N A� �'�`� JT REACT 4I�TN JT REACT LIIDTH �np���MqM'nu ,iM1��rP�� LBS IN-SX LBS IN-SX A 533 3- 8 H 562 3- 8 LEF7 RIGHT NEEL 3IN - 145X MEMBER FORCES (L85)� TOP LHORDS A-D = 509 C D-B = 392 C B-G = 0 T BOTTOM CXORDS A-C = 397 7 C-H ? 153 T HEBS D-L = 259 C C-B = 411 T � B-H = 424 C H-G = 105 C DL+IL DEFL = 0.08" IN D-B LL DEFI = 0.01" < BRG-SPAN/360 SPAN/DEFL (DI+LL) = 999 I QIIAN TYPE SPAN Pl-$1 OVERHANGS JOB �gg ' �., ` 1 DIIAL 210000 10 1008 0 619000E R20 4x4= HO 8-07 g HO b-06-07 2x4 11 2z4 il �- r u � 2x4 11 5 TZ 2x4 I I 1z 2x411 G R ,o zX< n zx4 0 9-OS-07 2x411 T� P � 1 2x4 11 �� 0 �� q 3x4�i 9 3x4�i N 8 4x4= 7 A b zx4 B �x4 II� 2x4 I�I �x4 II� � � D � H � � 2x411 E 2x411 L 2x411 2x41i 2x411 Zx411 2x411 m TC ° 10-06�-00 3-06-00 I BC o 0 0 0 0 0 0 0 0 2-02-00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � o 0 0 14-0�00 UniStar -- Version. 39.5.3 MEMBR CSI P(lBS7 Ma1ST Ma2ND NOTES: RUN �ATE: 10- 4-96 M-N = 87 L L-0 = 79 C 7. TRUSSES MANUFACTURED BY - K-P = 81 C J-0 = 80 C PREG SION TRUSS SYS. L51 SIZE LUNBER 1.i5FB I-R = 80 C F-5 = 81 C 2. ANALYSIS CONFORXS TO � TOP 0.05 2% 4 SP-#2 1720 E-T = 87 C 0-8 = .57 C TPI-85 (NDS-97). BTM 0.02 2A 4 SP-#2 1720 C-U = 732 C H-G = 28 C 3. END VERTICAL(S) NOT 4JBS 0.09 2% 4 SPf-#3 865 H-G = 28 C DESIGNED fOR HIND E%POSURE. LEGaA 0.00 2X 4 SP-#2 4. ANCNOR TRU55 FOR A TOTAL Lt1MBER STRE55 INCREASE: 15.0% DL+LL DEFL = 0.00" IN� U-G HORIZONTAL LOAD OF 472 LBS. REPETITIVE MEMBER STRESS USED. LL �EFL < BRG-SPFN/360 SPAN/DEfL (DL+LL) = 999 LATERAL BRALING: TOP CHORD - CONTINUOUS PLATING LONFORMS TO U8C BTM CNORD - LONTINUOUS (ICBO 4994, DILHR 940003-N) ����,,,,,,,WWy wqxxllly ONE BRACE - E-T D-B C-U PLATE VALUES MAY BE VERIfIED `\�u�- � M � TRUSS SPALING - 2G.0 IN. VITH ROBBINS ENGINEERING. O GRIP BASED ON SPF/SYP LUMBER �� n TOPDCHD 20VE� DE�AD� (PSF) PLATESGR020 .GAUGETLOCK ����'�STfRP'•r/tI� BTM CND 0.0 10.0 GRIPPING 365-243 P51 PER PAIR �1?� �ti TOTAL 20.0 20.0 40.0 [NCLUDES 75.OX INCREASE � 1 5 5 1 5 TENSION 1165- 480- PLI PER PAIR : :K = SUPPORT CRITERIA SHEAR 744- 458 PLI PER PAIR T'� :� c BOTTOM CHORD CONTINUOUSIY �t� STATE �F }� S U P P O R T E D A L O N G E NT I R E LENGTH. J T TYPE PLA TE SI ZE % Y � . A *2'PLATES ON� EACH SIDE' �5�g��, !•��'•.;ryDiP`;PC"� HEEL 3IN�EF145% RIGH7 �2 2600 3.00 % 4.00 6.6 1.5 ""'(�ir• •�••�•• `,�� B 3001 4.00� X 4.00 LTR 2.2 ���N� /ON�� O��c . MEMBR CSI P(LBS) Ma1ST MaZND C 1001 2.00 % 4.00 CTR CTR ��0�nnnixna������ TOP CHORDS D 7001 2.00 % 4.00 CTR CTR A-N 0.03 6 T 0 -.178 E 1001 2.00 X 4.00 CTR CTR N-0 0.02 0 T 118 -104 F 1007 2.00 X G.00 CTR CTR 0-P 0.02 0 T 104 -106 G 4100 2.00 X 4.00 1.5 1.0 P-a 0.02 0 T 106 -106 H 4000 2.00 X G.00 1.5 1.0 0-R 0.02 0 T 106 -106 .I. 1001 2.00 X 4.00 CTR CTR R-S 0.02 0 T 106 -109 J 1001 2.00 % 4.00 CTR CTR 5-T 0.02 0 T 109 -109 K 1001 2.00 % 4.00 CTR CTR i-B 0.02 5 C 709 0 L 1001 2.00 % 4.00 CTR CTR B-U 0.04 11 C 0 -261 M 1001 2.00 M 4.00 CTR CTR U-G 0.05 7 T 261 0 N 1072 3.00 % 4.00 CTR CTR BOTTOM LNORDS 0 1001 2.00 X 4.00 CTR CTR A-M 0.01 0 T 0 -40 P 7001 2.00 % 4.00 CTR CTR M-L 0.07 0 i 40 -34 0 1001 2.00 X 4.00 CiR CTR L-K 0.01 0 T 34 -35 R �1001 2.00 X 4.00 CTR CTR K-J 0.01 0 T 35 -35 S 1001 2.00 % 4.00 CTR CTR � J-I 0.01 0 T 35 -35 T 7007 2.00 X 4.00 CTR CTR f-F 0.01 0 T 35 -34 U 1001 2.00 X G.00 CTR CTR - F-E 0.01 0 T 34 -40 E-D 0.01 0 T 40 -77 D-C 0.02 0 T 17 -104 C-H 0.02 0 T 704 0 WEBS QIIAN TYPE SPAN P1-H1 OVERHANGS JOB MARR 5 JCA2 50208 5 1008 0 619000E R21 NO 4-01 � HO 2-Ob-01 2x4 I I / i ,i 12 5�— 2'06-11 T� ,� i � i ' /� � 3x4= -� � A :\v."., C 2x4 I I TL 10-OS 5-04-00 BCI 5-02'08 5-04-00 UniStar -- Version 39.5.3 PLATING CONPORMS TO UBC NO7ES: RUN DATE: 10- 4-96 CIL80 G994, DILHR 940003-N) 1 . TRUSSES MANUFqC7URED BY - PLATE VAWES AAY BE VERIFIED PRECISION TRUSS SYS. CSI SIZE LUMBER 1.15F8 VfTH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO i0P 0.38 2X 4 SP-#2 1720 GRIG BASED ON SPF/SYP LUMBEft TPI-85 (NDS-91). BTM 0.73 2X 4 SP-#2 1720 USING GROSS AREA TEST. NBS 0.04 2A 4 SPF-p3 865 PLATES - 20 GAUGE LOCK Ll1MBER STRESS INCREASE: 75.OX GRIPPING 365-243 P51 PER PAIR REPETITIVE MEMBER STRE55 USED. INCLU�ES 15.OX� INLREASE �µ�����6��W4t�, TENSION 1765-� 480 PLI PER PAIR � a `, �y;oQ4 LATERAL BRALING: SNEAR 744- 458 PLI PER PAIR ���\ • '(� TOP CHORD - LONTtNU0U5 a�� :�G�`�TER�;. ��� BTM CHORD - CON7INUOUS JT TYPE PLPTE SRE X Y ���'�.� 0: � TRUSS SPACiNG - 24.0 IN. A 2001 3.D0 X 4.00 5.9 3.1 : 1 1 � : __ B 4200 2.00 X d.00 CTR CTR � 1��y`� ; ,�� _ LOADING LIVE DEAD (PSF) L 4594 2.00 % 4.00 2.0 1.8 �,t S7q7E OF :�``�� TOP CHD 20.0 10.0 ' BTM CHD 0.0 10.0 , .�CF'•, . P : ���'- � �NOI A�,. � �'� rora� Zo.o zo.o ao.o '�y�F ••••• . J JS�ONAL � SUPPORT CRITERIA ' . ',,4N�j��fiamm�xm�����" JT REACT LIIDTH JT REACT HIDTH LBS IN-S% LBS 1N-SX A 201 3- 8 L 201 3- 8 � LEFT RIGH7 HEEL OIN - 45X MEMBR CSI P(LBS) Ma1ST Ma2ND TOP LHORDS A-6 0.38 0 T 0 0 BOTTOM CHORDS A-L 0.13 0 T 0 0 NEBS C-8 = 152 C DL+LL DEFL = 0.11" IN A-B LL DEFI < BRG-SPAN/360 SPAN/DEFI (DL+LU = 579 QUAN TYPE SPAN P1-$1 OVERHANGS JOB MARK ` ( 5. JCA2 3�008 5 �ao8 0 619000E RZZ HO 4-01 � HO 1-11-07 2x4 I I {� s:� 12 5 �— 2-00-01 11 1 3x4= � A � / � €:5�:! C 2x4 11 TC 10-08 G-00-00 BC 3-10-08 G-00-00 l/niStar -- Version 39.5.3 PLATING� CONFORMS TO UBC NO7ES? RUN �ATE: 10- 4-96 (IC80 4994, D1LHR 940003-N) i. TRUSSES MANUFACTURED BY - PLATE VALUES MAY �BE VERIFtED PRECISION TRUSS SYS. CSI SIZE LUMBER 1.15F8 NISH� ROBBINS ENGINEERING. 2�. ANALYSIS CONFORMS TO TOP 0.20 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-97). BTM 0.07 2% 4 SP-k2 1720 USING GROSS AREA TEST. LIBS 0.03 2X 4 SPF-q3 865 PLATES - 20 GAUGE LOCK LUMBER STRE55 INLREASE: iS.OX GRIPPING 365-243 PSL GER PAIR , REPETITIVE MEMBER STRE55 USED. INCLUDES iS.OX I�NCREASE � TENSION 1765- 480 PLI PER PAIR LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR TOP CHORD - CONTINUOUS ��' �OQ BTM CHORD - CONTINUOUS JT TYPE PLATE SI2E M Y � �\�,G�,�TER,'r�� TRUSS SPACING - 24.0 .IN. A 2007 3.00 X 4.00 5.9 3.1 rJ •W F�, c� � B G200 2.00 X 4.00 CiR CTR Cy ��Z' LOA�ING LIVE DEAD (PSF) C L594 2.00 X G.00 2.0 1.8 1 5 5 1 5 �Y� TOP CHD 20.0 10.0 -ry� ;�.� � BTM CHD 0.0 10.0 -�:t STATE �F :�y� � TOTAL 20.0 20.0 40.0 C�,��1�NOIA�P��� ` SUPPORT CRITERIA F�f's�O�A��:-y� JT REACT WIDTH JT REAC7 HIDTH LBS IN-5% LBS [N-5% A 1G8 3- 8 C 748 3- 8 . LEFT RIGHT HEEL 0[N - 4S% MEMBR LSI P(LBS) Ma75T Ma2ND TOP CNORDS F-B 0.20 0 i 0 0 BOTTOM CHOROS F-C 0.07 0 T 0 0 L1EBS C-B = 112 C . � DL+IL �EFL = 0.03" IN A-B LL DEFL < BRG-SPAN/360 SPAN/DEiL (DULU = 999