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HomeMy WebLinkAbout551.00 Truss Plans - _ . . ----- :._.. _ . �` iqA� ....��.....,�...,...,.,,�..,. �NG/ � 5/1 CBR 4�� * G c��' HAND * �64 pI,1�Sd5 *#84285W •TRUSS PACICAGE MATERIAL LIST* r+►a,rtt++.s.wt+a+#++r*:++*+<+w► DAVIDSON INDUSTRIES CUSTOMER: RYLAND HOMES MODEL: "SUTTON" EL.0 2801 N. MORTON STREET ppTION: STANDARD ggP.P7KLIN, IN 46131 LOT# � (317) 738-3211 (800) 787-3211 FIGURgD BY: JWS DATE: 7/16/98 -- - - - ------ ---- --- ------ -------- ----------- - -- -- -- -—------ -- -- REMARKS ARK QUAN TRUSS TYPE PZTCH O/H FTSIN�-16 O H , 19 CONQVIONS 6 00 11-04 28-00-00 11_04 _ __ ___ _ _ ___ _ ------ -- -- - -- -- - -- 2 GABLES -- ----- --- -- ; 6 . 00 11-04 28-00-00 11-04 W/ 3/16 " BLU ENRGY BR - — - -- - - - - --- -- - --- -- - --------- -- --------- — ------ • --7 COMMONS _ _ _8 _00 11-04 20-00-00 11-04 ____ _ ' - -- - - ------------ --------- - —- -- - -- ---- -- --- -- - - ; 1 GABLE -_ _- ___B _00 11-04 20-00-00 11-04 W/ 3/16" BLU ENRGY - - - - ---- ------ - --------- - - - - ------------ - -- - - - --- - -- - - - - - - - - -- �D 1 GABLE __ __ __10_00__11_04 12-00-00 11-04 W/ 3/16" BLU ENRGY BRC -- -- - -- ------- - --- - -- —-- - - —- - - - - -- - - — ;E 1 2-PLY GIRDER 10 . 00 11-04 12-00-00 11--04 * CUSTOMER TO NAIL PLYS - - - -- -- - ---- - - ---- -- - - - -—---- ----- --- --- ----- -- ---- 7,7 4 MONOS __ 4_00 11-04 5-11-06 00-00 - - - - - -------- - -- - - ---- ------- -- -- ----- ---- -- -- -- -- - -- - - - - —- - KK 1 MONO GABLE 4 . 00 11-04 3-11-06 oa-00 W/COVER W/LO,HNRGY/ � BRC !d�'��— - - - - - - - ----- ---- ---- — - -- - ---- ---- .++++�.r:*r+.*.r+••++»*+.,r.+.+�+.ra..+.ra+*:.a,r.+.�*+k++.r<..*.+.,rw.�...:...r.�. + HANG ALL SHEATHING 1" BELOW THE TRUSS BOTTOM CHORDS UNLESS NOTED OTHERWISE * +,e++t**as.trsrwtf�i.+aa,trt++t;t*�+r*a�ir++rr++*i,tt*rr�r+e**+,r�*f�*�+�+iwtr�+iefrr,t,t+*+* ' _ "_ ' _ ' _ _ _ _ _ G ; \T�3�RYSUS160 —-- -- - - - - - c O � n• 0� y � � � � �� .�C o w �'�'Q � O � �o � m o C .� �. � � V1 � � O it � � � � ^' <��� o ` � s � � � � � � I� a 00-UO-26 � \ o � n II � $ �_ c °o � . � °° ° � o i o q� I O �I � � o � � � II� , - - , a � �� � i I I I I � � � vi I � ! I C � � -i', I = " � I � _ ��' � �� � � ��: � II� I I .� . � i O1 xx ' I � i II� m I I I � � � � a il a ` a : o ° �� - - - -- i 'I� � � i ; o � ° � ro � i p ��: i I �� �� �i y � I p I ', V i 11 �I ';' �'� ��I '. � � ° � �� Ir � � � I ~ � � � e w �� � - --.. ..- .. .-- — � � � ��z; i ri x c� " � a � oy ��: I� � � 21fT a m I a�. .2 Z I Q i °o i�C II xl .�y � z � I o � I � �O i y'� � � I IF7 - � � � III o HI ��. � � Gl � .. � ` e� � � ��� � z � I � p o_ � I� a � - � QUAN TYPE SPAN P1-H1 OVERHANGS RYLAND"SUTTON-C"RYSU be T9 4 . 3 280000 6 1104 1104 - sxc= oc is-av-i� pG 15-09-12 B � HO 6-03 T HO 4-OJ I I 13 ZX��/ I 6 2x9\� G P � T 1 1-04-0] 3 Z 9x6= 9z6= � A p B1L G . - B1L E S1 J �x6= 3%6= 9x6= ol' � ia-ao-oo TG I o � 19-00-00 I 28-00-�0 6C i � 28-00-0❑ PLATIYG CONFORMS T0. TFI dOTES: Gn:5t3r -- version 39.'/.3 �CROSS ARfA METHO�� _. TRUSSES MANL'FACT�RED BY - RJN �ATE: �-16-96 DAVIOSON INDUSiRIES VE&IFY PLA:E VALU£S w2TN ppALYSIS CONFORMS TO CSI SIZE LVMBEA -.15F9 TEE-li01C GORPORATION ` GR:P BASED OY SYP LUMBER UHG (AiSI/TPI 1-19951 . TOP 0.6C 7% � Sp-pZ 1�2� pL�mgs _ 70 GAUGE tL-20 3 . EMPIR:CAL ANALGG IS :15ED. BTM 0.6J 2X 9 SP-M2 `�20 GRIPPING 561-39] PSI PBR ?ALR 4. '•'IN� LOADS - G6C, 19B6 �D:TN W95 0.19 2X 4 SP-b3 960 q'R�15S IS DESIGNED AS A �%CEPTI095: INCLOOES 15.Ok INCAEASE MAIN WIND-FORC2 RES SYS'CEM �_a 2X 4 52-BZ 1'120 TiNSION :030- 926 PLI PER PAIR qIND SPSEC - BO MPH � Si!EAa 9�0- 49B PLi 2EA PAIA er� SAM2 AS °_-B MEAti ROOF HEiGHi - 25' REP°'i'1'IV6 MEMBER. STRESS VSED. EXPOSt1RE CATEGORY - � JT TYP£ PLA?E SIZ£ X Y OCCVPANCY [ATEGORY - 1 L.17ERA:. 9RAUVG: A ]00! �.00 % 6.00 6.0 3._5 5, pNHALANCED LOA�S CHECKED �OP CHOAD - CONTINUOJS B 3a10 5.00 X 6.00 CTR �.� �UVB:.N u� r'AC - 1.00, a.00) . BTM [HOR� - CONTINVO05 C 30�1 9.00 X 6.00 6.0 3.5 6. FAS'IEN TAVSS TO BRG A �T�2C55 SPACING - 24 .0 ?N. D 1�10 4.00 X 5.00 CTR �TR FOA 259 u85 GF UPLIFT, e i0i0 4 .00 % 6.00 C1R CTR wHILE P£AMIT7ZNG NO UPWAA� LOAD [ASE �l P 1001 ].00 X 4.00 CTR CTR MOVEMENT OF HALL OR B�G. LU`igEfl S:RE55 INCR[ASE: :S.Ot G 1001 2.00 X 4.00 CYft CiA � FASTEN :AV55 :0 9RG C LOACING LIVE �EAO IPSF) 51 li0o 3 .00 % 6.00 CTP 0.2� FOA 257 L95 OF ❑PLIF'f, ..�P �,v,p �O.0 10.� WXILE PER4?STING NO UPWARD BTM CH� 0.0 10.0 MOVEMcNT OF WALL 02 BRG. TO"'AL .'J.0 20.0 44.0 s�'r2CRT Cd?T'cAIA �^_ ��AC- +�:D?5 .J': REACT WID'IN LBS I9-SS L95 IN-SX p 1100 3- a C L1B0 3- B LEF? RIGHT ifECL �=V - 45% 0'_V - 45X MOMBR CSI P(L�5) HZ=�ST MP7Y0 TOP CHOROS p_: 0.6D 1845 C 93i -3232 F_g U.EO 1670 [ 3237 -1801 B-G 0.60 1670 �C 1'BO1 -3232 �-C o.60 18�45 C 3232 -936 OOTTCM CNDR^.5 A-E 0.67 1661 T 22"I -1809 E-51 0.51 1098 2 1�909 6�5 5.-D 0.57 1099 Y -605 -1809 D-C C.67 '_56: T 1909 -229 FE25 p_E . 015 C £-B � 66] S g_p = 662 T D-G - 4`_6 C 9L-L� JEFi: - �.�6" IY T C �!, pEFL . 0.07" < BRG-SPAN/36C SP�14/DEFi IOL.L:.1 • 999 Maxx QUAN TYPE SPAN P1-H1 OVERHF�NGS JOB 7 4 .2 200000 8 1104 1104 gyi,}�p��STJTTON-C"RYSII3160 �x�- � p4 13-0�-10 oc i�-oa-ia a xo �-il xo �-ii ii 9-. Zx�. zx�i E F C T 1 7-0]-11 6z�= fix'/= 3 C A 1 D ]xlo= 0 10-00-00 'e I TCI. ^ 10-00-00 � 10-04-00 BC zo-ao-oo PLA2ING CONEOPMS :'0 TPI NOSES: UniS[ar -- `lersio� a0.a.1:�2 (GRO55 AflEA METHOD) 1. TRVSSES `�ANUFAG":l1RE� BY - RVN �ATE: 4-19-Oa VER:Fy pi.A°E VALUES 'dI'H DAVIDSON INDVSTR:ES TE£-LOR CORPORA:ION l� ANALYSIS CONe0RM5 TO CSI �5:2E WMBER 1.15F0 VBC (ANSI/TP' 1-19%1 . G0.IP 3ASED ON SYP LUMHEA TOP Q.ZS 2% 4 SP-d7 1�2� ���es _ Zp CAUGS SL-]a 3 . EMPZAICAL ANALOG IS USE➢. Biy p��� 3% 0 SP-N7 1��0 � q. wINO LOADS - UBC,i999 EDI'.�' W25 �.�1 2% < SP-tl3 9B0 CRtP2iNG i61-J93 PSi PEa PA�R 'pRU55 IS D65IGNED AS A qpGmA Zx 4 SP �� INCWD'c5 15.0� IVCREASE MpI4 WIN�-cORCE BES SYST.EM �K q SP-11� TEYSIOY 1030- 9�< PLS PER pAIR WIVO iPEE� - BO NPH WDGPG SHEAR 9'IO- 49B PLI PEA PAIR EXCEPT10Y5: MeTN HOOF HSIGHT - �5' p-3 1X 4 52-kZ 1�14 ' H%POSGBE CASEGORY - C REPEYITIVE MEMHER S:RES5 VS^eD. JT SypE PLATE SIZE % Y OCCUPAN[Y CATEGORY 1 A 2002 6 .00 x �.00 a.0 1.8 5 .,�.�HAI.A2ICE� L�A05 CHECKED ;.AT6RAL BRACING_ B 3001 4.00 X 4.00 CTA CSR (qN9LN iD FAC � 1.00. 0.00) . TCP CNOR� - CON?INUOUS C 2002 6.00 % �.00 0.0 1.B 6. FASTEy :0.U55 TO BRG A 2TM CHORO - CONTIVUOVS 0 10'!0 7.00 %10.00 CTA CiA pOR :82 L95 0.' ❑P�-�T� TRl15S SPACING - �4 .0 IN- E 1001 3.00 X 1.00 CTR CTR pHILE YEAMITYi:1G NO ❑VWAR� F 1001 ]_00 X 4.00 CT.R CTR MOVEMENT O? WALL OR BRG. pppp [ASE dl 7. FASTEN TRJ55 TO BRG C LUM9ER STAESS INCREA56: 15.03 E00. 1B2 Ld5 OF U2LIF2. pLAT.E STRESS INCREASE: 15.0� WHILE PERMI'ITING 40 VPWARD LOADSVO LIVE OEAO �PSF) MOVEMENT OF NALL OR BAC. TOP CnC 20.0 =��� B^M C4� 0.0 10.0 TOTAL 20.0 �0.0 40.0 SUPPORT CAI250.IA �EAGT N!DTH JT R2ACT NIDTN � :g-SX L35 IN-5X L65 q B61 3- B C 861 3- B LEFT RIGH'I' HZ_L ]iV - d5% ]?N - 25% MEMBR CSI PlLaS) M4L15I' M92:ID ypp CHO0.D5 p_g p.25 967 C 1451 -134"1 E-B a.]5 '!1J C 1]4� -1158 B-F 0.�5 91l C 1158 -lI4"! p_� 0.25 961 C 1]4� -1a51 BOTTOM CHOROS p-p 0.10 �96 T C80B -li2] D-C O.QO i96 r i'rz� -ieae WE95 e.p .. z�a c o-e - ae� T .�_p , 7'/a : �C.•LL '�EFL - 0.13' :N �-C L� plc� - C .03" � HRC-SPAN/360 52AY/�Z?i. IDL�LLI � 999 QDAN TYPE SPAN P1-Hl OVEREiANGS .TOH �R 2 2 2 120000 10 1104 1104 gyLl�N!',��SUTTON-C"RYSII3/Gq � ,xsu . � DG 8-03�-00 B OG 8-03-00 XO '!-IS FSO 7-15 13 10� s-o�-is T 1 c Sx6= / Sx6= . C A ..y_ ` D 3x1011 ?C I 1104 I 6 00-00 � 6-00-00 I 1104 I B� I 12-00-00 I I 12-00-00 Jr.iS[zr -- Versio� J9.7.3 PLATES HAS POR BA�H PLY NO?ES�. 1. TRUSSES MAFUFACTORE� 2Y - 7oN JA?E: "1-16-98 PLATING CONFORYS TO TP: JAV?OS�?1 :VOU5:0.='c5 ��............. (GRO55 AAEA METH0�1 2. ANALYSIS CONFORMS TO • 2-PLY :Rli55 �ERIFY PLAT'c VAL0:5 :JITN VBC (A.�'SI/TP= 1-19951 . ��,�........... TE£-LOK CORPORATZON 3. EMPiAICAL ANALOG IS USiD. GRLP 9ASED ON SYP LUMBEA �a. WTND LOADS - UBC.19B8 EDITN 6I SIZS L[1NBEA FB PLATES - 20 GAVGE I'L-20 T4�55 IS �ESiGNEO AS A ^.OP 0.22 2% 4 52-n� '_i40 GAIPP:NC 561-393 PSI PER PAIR MAIN WIND-FOACc AES SYST£M �?N O.B9 2X G SP-bl 1650 iNCL'JD�S 15.OY :NCREASE WIND SPEEO - BO MPH 'd55 U.6! 2% 4 SP-�Y3 850 TENSION 1�30- 924 PliI PER PAIA MEAY ROOF NE=GHT - 15' uI�G�9A 2X 4 SP-42 SHEAG 9v0- 498 PLI PER PAIR EXPOSURE CATEGO0.Y - � OCCUPANCY CA'I'HGORY 1 w�GOC 2% 6 SP-N2 JT 2YPE PI.ATE SIZ° X Y 5. PREV5NT T4055 ROTATION R'. LA'ER:.L 3RACING+ A .002 5.00 X 6.0� ].6 2.6 A:.S H=AAING i0CA7ION5. i0? C80RD - CONTINli0V5 B 7�O1R 4.00 X 6.0� 2.�9 '.TR 6. FAS?EN TROSS :0 8?G A B2M CRORIJ - C�NPL:IVCUS C 3002 5.00 X 6.00 2.6 2.5 FOY B83 �35 OF UPL:�T. :'RCSS SPAC'VG - 74.0 IA1. � +�01 1 .00 %10.00 CTA CTR WRIiB PER?1LTTING :70 QPWAdD - MOVEMEN7 0? H1+:.L OR BRG. :,OAD CASE xi R - PLA?E IS ROTA7ED BY 90 OEG �. FASTEN TRU55 TO BftG C F0A BBJ L65 OF S?LIEi. L�YBE� STRESS �Y[AeASE- 15.Ot :,oA�'VG LIVE DEAD (PLF) wNILc P2AMISTL`iG NO UPWAAD - MOVeM�NT OF �ALL OR BRG. TO? C4D 40.� 30.0 9. GiRDER CQN�ITION: 0TM CF'➢ 360.0 20a.0 COMMON G'RDEA TY?C. TpT.�t, 300.0 300.0 600.0 :IE-IN :RUSSES ON 8TN CND SUP2CRT [Ri25fiIA W_7F SPA.v Oe 28.000 fC. ST R�ACT WI�TH ST REACT WIDTH 9, pSH PROPEALY RA:ED HANGEftS L95 IN-S% L35 iN-5X cOR LOADS FRAMING INTO A 1658 J- e C 365B ]- 8 � GI0.DER iRIS55. ��c+ RLG4T . 10. 2 COD .AV e ftEQUTAED. H3EL 3iN � 65% 3IN - 65% PASTEV TRUSSES T_OGE'.'NER W/ 1�d NAILS AS �ACH :AY£R -5 APPLIED,STAGGERED AS FOL:.OWS MEMB�A FO0.CE5 - EACH PLY MEN2ER ROWS SPACING(IY) MEM02 CSI �PILBS) Mm15T M02ND TOP CHO 12.� ?OP CkOR�S � BTM CHD 7 1C.5 A-0 G.2? 151? C 114 -90i WEBS 1 12�4 B-C 0.22 1512 C 304 -]10 PLUS CLV52ER5 OF NAL'S IF BOT'LOM CHOADS / SHOWN. " A-p p.Qd 1'_6F 'I 1696-106"IO \[/ p-[ O.BB 11E6 T 106"!0 -3696 �� WE05 �-B. = lai"1 T JL-SL C..... - C.09" IN D-C LL DEFLc= 0.09^ c BRG-52�121/360 57AN/DEiL (DL�iL� = 999 _ � QUAN TYPE SPAN P1-H1 OVERAANGS JOH T 4 MONO 51106 4 1104 � gyI,p,ND"SVTTON-C"RYSUg160 J xo 2-03-0<�x411 pG 6-03-00 HO ]-15 � �z �y <� udSor T � P�t� 1-03-12 I3x6= `, � A 1 � -..::%;�.. B1 C 2 x9 11 ^C 1-On I 5-::-06 B�I i-i1-06 I S _1-06 - PLA:'.VG CCNFORMS TO TPI NOT_S: ❑ni5.ac -- Ve:sion 19.�-3 (GAO55 AREA NEYN0�1 1. .RUSSES MAKOFAC'.UR°D BY - 7VN �A:'E: '1- 1-92 DAVIDSON IvpV51'R*_55 VER:FY PiA:E VALIlES HI?H = pptALY5i5 CCNEOftMS "O CSi 51ZE iUN3ER 1._SFB TEE-LOK CORPORATIDN GRIP BASE� ON SYP iV>iBER U3G (A95I/TPI 1-1995) . TOP 0.]2 2X 4 SP-tl2 1�]0 3. EMPIRICAL ANALOG i5 USiD. 6TM 0.35 2% 4 5?-q3 1720 PLATES - 20 GAUGE YL-20 V. o1IYD LOA➢5 - UBC,I9BB E�IYN w95 0.09 ?X 9 SP-%7 990 GRi?PLYG 561-393 P5= P'cR PAIA TRVSS IS DESIGNE� AS A . REPET:TIVE MEM6Ea S'.RE55 VSiD. INCLUDES 15.Ok INCREASE TENSION 1030- 924 PLI PER PAiR MAIN WIND-FaRCE RES SYSTEM SF!EAR 9"!0- G98 2LI PEft PASR WIN� SPEED - BO M7H LATCAAL BIiACiNG: MEAN AOOP il£IGY.T - 35' ^CP C90RD - CONT?NVOUS EXPOS[1RE CATEGdRY - C �^.M CNORO - CONTINVOJS dT TYPE 2LATE SiZE X Y oCGJ7ANCY CA°EGOFY - - . T2U55 S7AC'NG - 2t .0 IN. A 1001 3 .00 X 6.00 9.9 7 .1 B 42�0 2.00 % 9.00 CTR CTR 5. UNBALA-'10EO LOADS CH2CKE➢ C a594 2.00 X 4.00 2.0 1.� (�BLV LO FAC - =.00, 0.001 . ;,Gp� [pgg �".= 6. ANCHDA TRUSS FOR A I'OTAL �JY9ER STRE55 =�C2°ASE: i5.0i HORIZON?AL L0.4� OF i]2 L95. LOADivG L=VE �EA] (PSc^1 v. FAST£N TRVSS TO BAG A TOP CH� 20.0 10.0 cOR 70 uB5 OF ���:-- 3`M CHD �.4 '-��� YIHILE PE&MITTIVG NOcUPWARD ^OTdL 20.0 ]0.0 6�.0 MOVEMcNT Oc' WAC.L OR 9RG. SU?PO&? CRITERiA 8. FASTEN ?RU55 TO 3RG C ,7T ROAC: W=�TH JT REACT 'AIDTH FOR 63 LBS oF �?LiPi. L9S :N-5X LBS LV-S% WFILE PERM-°TINC NO ❑PWAR9 � �9� 3_ g � 332 3- B ' NOVEMENT OF WALi OA BRG. LEF? RIGH'I g �c�� O:y - o5X MEMBa CSL. P(LB51 N'.u15T MW]ND '07 CHORDS A-B 0�.]2 .5• � -�2'1 231 acr=oN cuoaos a.� �o.za �e c szs -sn wEBS �-e C .09 256 C 0 G pL-LL Dcpp a 0.'_0" :N A-B uL 9EFL - 0.'�1" < eRG-SPAN/DGO SPAS/DEFL (�L>L:.7 - ]]S