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0178.97 Truss Plans
�i + a .e /0100 8 1008 1008 �'�ARR cErrrsx r�issoRA cloos � - � �� � ,_OS-33 3%�il o� xo i-°oi�ll � � � e � 3rOB-1) .7 � 3x�= 1 C A 3x�_ C D 2x�II TC�?]0-OB 3-o6-OB BC � 3-06-08 10�08 �-01-00 -"-- 7-01•00 _--��^ VniSCer� •-�. Veieloo� 37�.0.$Oi� < +RVN DA7'p;, 5-11"=95 �+� CASE Nl�. NIND FROM RIGHY LUnB¢R STAESS iNCREASE� 33.Ot pLATING CONFORMH TO TpI 452 SIZ� :IUnBeR 1�.15FB: LOADINC' L16E DEAD (PSF) IGROSS AREA ME7y0D) TOp� 0.1)' �X o� SP-pZ j��o�� TOP �CND zp,p' �.� � V6RIFY QLATE VALVE9 HITN BiM 0:09� 2X I.BP-p3 1720 87M CND 0�.0� 3..8 TP�-��- CORPORATION WDS 0.02� Z7I .4, SP-A7 ggp T07AL 2p,0 8:�5 �RIP� BASED OIP SYP LUMBEB �EECEPTIONS'i �e'S PLAT25 - 20 OAVG6 S7-ZO REPETITIVB MEMBER� S7'RESS USED, ' GHSPPINO 515- a'.B -�14�.9N 4J �09 PSI PEA PAIR 8-C -19.jN a.� INCLUDES 15_ot INCREASO �LATERAL BRACING: TBNSION 922- 6BB PLI PER PAI0. TOP CHORD • CONTINUOVS SUPPORT�CRIT£RIA - BIM CHORD. -' CONTINVOUS J7 TYpB' HORZ �VER7 uIDTX SNEAR 898- a7� pLI PflR PAIR THVSS SPAClNG - Z�,p Ip LBS LBS 7N-SX JT TYPE PLATB 6I26 7( � P N ��5 ��� 3' B A zooi ).00 k a.0o 4.6 )Y= .,,.^LOAD �GS¢. N1 � HORL RLR p .eb �_ �B � B 3001A �.00 % 4.00 2.= c7R LUnBER. 57'RESS INCREASE: 15.Oi. C 2001 3.00 A �.p0 �,6 3.2 _ , LOAD7NC LIV6 �DBAD (PSF) LOAD:CASB' qe aiND // RIDGe D 3001 2.00 X t,OD CiR CSR YOP GXD ]0.0 30,0 � LUMBE4�57PE55 INGRHA56: 33.Or 87M CHD 0.0 50.0 LOADIt7� LSVE DEAD (p$p) R . PLA7S I9 R07A7ED BY 90 DEO S07AL p0.0 20.0 70F��CND -.i0�..0 4,7 6UPPORT CR77'BRIA � 40,0 BTH CHD 0�.0 3.B JT �REACT NID7N JT RfACi WIDTR TO7AL 20,.0 B.5 2B.5 NOSES: CXGEPTSOHS: 1. TRUSSES HANVFAtTURSD 8Y - L85 IN-SX LBS 1N-5J( - �DAVIDSON IN�U9TfiIES A 7B3 3- B 'C 2B3 J- B a�8 "�17.ON a.� B'C -1�,DN ¢�,) Z.' ANI�LYSI9 CONPORMS TO LOAD CA56 p] MIND SUPPORS CAISggIp UHC (7pI-BS p NDS-911 . FROM� L6E2 JT iYPg �qoRZ vgRT MIDTH �' �IND LOAD9 - UBC,79Ba EDITN LVHgER 9TItE55 INCREASE� 3J.Ot TAV9S IS DES2GNED A9 A LOADINC L1V6 DEAD 1PSF) LBS LBS� IN-Sl[ NAYw wIND-POACL RES SYSiEM TOP CMD 7D.0 4.7 . A PIK p ��8 3� 8 BTM ��HD 0,0 3,8 � NORZ FLR 0 -78 3- B WIND SPEeD - pp ppH MEAN ADO� HEIGNT • 75' YOTAL 20,0 8,5 28..5 EXPOSURB CATEQOAY • C .E%C[aiI0N9, LEFT RIGHT OCCUPAIaCY CAieGO�Y - y �"8 -19.2N 9�.'/ XFEL O1N -� l5X OIN - l5% � � �. FA57'cN SRU55 TO BRO A �"� -3S.9N {,7 MCMeER 'POACES �L851' FOR B6 LBS OP UPLIFT, 9uPpORT CR77ERIA � HHTLE P£RMITTINO NO tIpNA,AD JT �YP6 HOxZ VERT WtDiN ?�P CHORDS MOVEMENT OF�k�LL OR. BRQ, �'B - 256 C LBS LBS INrSX .BOTTOM:BXOFDS a56 C r� 5. FASTEN 7RU55 TO BAG C � A YIN 75 -B6 ]- B A-D - � r�R 06 LBS OF VPLIFT, C HJAZ RLR, p _7Q J_ B �11 T D-C = 317 T NNILE PERMII•TINC NO UPWARD � � �k'E85 MOVEMENS oi w D-e . 71 S ALL OR BRG. DLwLL DEFL - 0.02^ IN B-C LL DEFL � 0,00" a 5/J60 oQh L' HA�' � 5/OL•L� DEFLeA99 6/DEPiH� 7.0 8 say �G1 S TF9 � Q MO. F �� eoB10419 �S7ATE pp ��� _ _ � . � --- �_. . :�i�� i 0 _ . __ - � d:s _ . - Q:,:, r N o. MAY I r inn� . � S� . _ 1 � .a �oioo a iooa iooa 1'u�e.e CLNTEX� q`1550R" C1003 � ' DG �6-05-11 ' 3x��11�. : xo-c=o� oc a-os-ii _ �- Ho ._o� �z. B r-- � 3-OB-IJ T ' � C � ]a1= A �X9= C D 3ii5.6 II 'IC ,30-OB 3-06-08 �� � � 3-06-OB 10-OB 7-01-00 "- 7-01-00 � �UnlStez' •• VereY�on 37.O�.SO1 �_ 'RUN DA7E: 5,.11�•95 - PLA7ING'CONFOAMS io 7pI - - (OAOSS AREA �METHOD) �NOTES� VEAIPYrpLA7B� VALVES �ITH 1• TRVSSE9 NANUPAC2VRED 8Y - C9I� SIdE LUMB£R F8 � DAVIDSON 1NDVSTRIE9 YOP� 0�.45 TX 4 �9p-N2 1500 rEg'LOX �.COPPOAA7ION 2, ANALYSZS CONFORHS 70 BTM 0.0! 2% .6� SP-pl 1650 GRjP �BASED ON�SYP LUMBbA w85 0,05 �t7C a $D-q3 850 PLAT25 -�]0 GAVGB ST-2o V8C (TpI•BS 4 xDS-91) , GRIPPING'S15-.109 PSS PER PAIA 3�. NIND LOADS • 08C,198B EDYTN INCLUDES� 15.Ot INCAEASP �TRV55 IS DB9IGNED AS J1 LA'IEAAL BRACINGi TENSION� 9x3- 6B0 PLI PE0. PAIR MAIN'RIND-FORCC RES SYSTEH TOp CHORD� �- ��CON7INUOV9 SHFAR �838- 492 PLI pER PAIR NIND SPCE� - 80 MPH BZa CNORD - CONTINVOVS � NEAN AOOF HBSOHT - 25' 7RUS9 SPACINO • 34.0 IN, Ji 'TYPE Pl:AT6 572E X y ExPOSUR6 CA7'EGORY - C A. 't001 �3.00 % i.o0 7,5 5 Z OCCUPANCY CA76GOAY - 1 LOAD GSS pl H �)OO1P 3�.0o x a..00 Z,7 �7g 4• PASiEN 7RV59 TO BRG A .-� LUnD¢A 9TA6S5 INCREA56: 55.0� � FOR 11B LB9 OP OPLIFS, LOADLNG 1IVg D6AD (pyF) � 2001 J.-0�O X 4.00 7.6 S,Z D 3001 3.00 % �5.60 �•pp �rR � WHSL! pERHITTINO NO UPNARD „ 70P CXD 10.0 =p,p � NOVEMENT� OP MALL OR BAO. B7N.CHD ��30.0 J0.0 R .• PyATE IS ROTA7ED BY 90 DeG 5• FASTEN TRU59 TO BRO [ 20'f7�L 50,�0 50.'0 100.D �POR 11B LB9 OF VALIFI, - SUPPOAT C0.IYEAIA WHIL6� P¢RMITTINO NO UPWARD JT REAC? 4i07H JT ApACi MIDTN MOdfMENT OP NALL OR BRG. � , LBS IN-9R LBS IN•SX �6, QIRD2A CONDITION: A 35t ]- B C �5{ 3- 8 COHt�tOA� CIRDER TYP6. iSE-IN TRUSSZS ON SiK CHD LOAD C115E p2 VIND LOAD WITH SPAN OF 3.000 f[. LUneEA 9T1if55 INCREASEi 33.04 LOADINQ :LIVE DEAb (PLF) POD CHO -)g,') g a BTM.CND -9.6 11.8 TOTAL .i7.9 21.9 -�6.7 SVPPORT CR1Yfp1� JT �7YpE HORZ vER7 kIDTH LBS L89 IN-57t � PIN 0 -11B J- p C HoitL RLR 0 -118 3- B � �. �e` HEEL DINLEFTSS% OINASGHISX O6oQ.O\STF9 �'J �' MEMBSR PO@CES (LBS1 ' Q'� NO. � 70P. CHOROS 8���19 n•s . �zo c e-c - 3aa c c BTATE OF BOTTOM fHORD9 � /A�'��p� A'D � 266 T D•C � ]66 T •�P�•• D-B . ]92 7£BS SfroNA�. .'� bri1 � -0L.LL DEFL .. 0,02• 7N 8-C � �"�'.a DEFL . p.00^ <. 5/360 � � /DLrLL DEFL-999 5/DEp2H- 3..0 , �A� ' S �9(�S , � . �°�a� -� d ., . _ . , � � - -. _. _ _• . ,:_. . t d S _ ' Q,N�.I. � ,' . . - - ° . . N'�S.m . _ . ' . 1 MVNO 6000o e o o - -- - ar.�xx CENTER "'1550R" C1A03 � oa �•os-oi . HO 4•0) NO Y-Ot-09 - ' 2X�II 72 B� �-0�•07 r 1 � �)x�= � Q.Q� `� �B�Qd A = o� o�srF �, . - � �� No. 9F °� - H1 e0910419 $ BtATE OF c v� �OIR�t'� :x411 . 'ic `S,s�� � 6-00-00 H� 6-00-00 i- - -- e.00-oo �AY 1 5 1995 Un15[op -- VerelOn 37.9.501 � -""� 'RUti DATB� 5-11-95 LOAD CA56�,q3 MIND FROM RIGHT � L4MBER STRE55 INCABASE�i J3,oR P�7ING CONFORM9 TO 7PI CSf SIZ6 LUNBER 1:15F8 ��SNC�� DIV@ DEAD (PSF) (GAO55 AREA ME7HOD) 7oP CND 'tU.O 4,7 VERIFY PL117E YALVE9 VIiH 7oP 0.(B 2X � SP-p= �jZO 72F LOK COAPORA7IDN B?M� o,�16 7Jt ��SF-q2 1720 , 8TM �HD a.o 3.B ORIP BASED oN SYP LunnEa F8S 0.25�. �7X � SP-�K7 9BD `701'dL 20.0 B.S 78.5 PL�7E5 - 20 GAUGE SS-i0 � RYPE7I71V$ MEMpER STR6S9 USED. ��CEPTIONS; GRIPPINO 515-{a9 pSI P6A PAI0. L'-8 .17..ON 0.0 "' A-B -3�_9N �,p INCLUDES 15.0� INCAEAS@ �" LA7ERAL BAACINGi � 7EN920N 923- 6BB PLI pER PAIR 70p CHOAD - CONTINUOVS SO¢poRT CRITBAlA � TYPE HOFi VER7 NI�TH SHEAR 878- 472 pLi PER �PAIR BTM'� CHORD - CON'fINU0V5 � - TRUSS �SPACINO •� ]�,p Ip. LBS LBS IN-5% JT TYPE PLA76 SI'LE X y A PIN 255 Q5 �. g C �xORZ �RLR�. 0 -12J 3- B A 2001 ],00 X 9.�OO a,6 ),2 LOAD CA56 pl � �B �2D0 2�.00 % �,00 CTR C1R LVMBER 9iAE55 INCAEASS: 15�.�At C <000 1.00 X 4.00 C7R C7R LOADlNG LIV6 G¢aD (pSPI LOAD CASS�;_q,6 NIND // RIDGE TO➢ CND 20.0 1D.0 �LUM6ER=SSRE59 �SNCREASE: 37.OB LOADtNG LI�E DEAD (FSP) NOfES: �B'1'M CHD p,0 lp,p 1, 7RUSSES MANUFACTVRED 8Y - 207AL 20.0 ]0.0 a0�0 B7N CHD ��p,�0 + � DAVSDSON INDUSTRiE9 �SUPPOfli CRSTERIA 3'B ' 1. ANALTSIS CONPORMS TO JT REAC7 �N(UIN JT REACT WID7H TOiAL 20,0 B.5 ZB.S SxCEP2I0N5: V8C ITPI•85 i NDS-91) . LBS IN-SX LBS IN-SX p.g � 3�. NIND L07�DS • UBC,198B LDI7N A 290 �' 8 C Z{0 J• O A-8 -1).OH� �,7 TRV59 IS DCSIGNED AS A LOAD CASE k) MINO FAOM LBFT SUPpOR7 [AITERIA. HAIN WIND-FOACE RE9 SYS7EM WMBER 5TltESS INCREAS6i 77,Ot �= rYPE HocZ VERT MIDTq W1ND SPEED - BO MPH LOADING LIVB �b¢AD (pSP) LBS LBS IN-5% MEAN AOOi NBICHT - 25' A �p=N �0 -51 3� B gxpOSURB CATEGORY - � TOP CtlD 70.0 i.7 C HOAZ RLR D -51 3- g oCCUPAbCY C1ITBOOAY • 1 9TH CHD 0.0 3.8 � a. ANCHOk tnV55 FOR A ToiAt 20TAL 20.0 B.5 Z8,5 HONIZONTAL 7AAD OF 255 LBS. �E%C6PiI0N5: .liEFT- RIGHT 5�. FASTEN TRU55 TO BAd A C•B 10.6N p„p HEEL OIN� - 95% �FOR 51 LBS OP UPLIFT, A-8 •19,ZH �.7 MEMBEA FoACES (LBS) WHILE PERMISi]NG NO UPWARD SUpP0A7 CR37ERIA MOV@MENT OF NALL OR HRG. �T 7TPC NOR2 VERT N1DSN TOP tAOROS 6. PASifN iRU59 20 6RG C L85 LBS IN-57( � B � 15l C HOTTOH CNORDS FoR 12J L85 OF UPLIFi, A pIN se -ai 3- 8 NHILE PCR74ITTINO NO UPWARD C NoRZ RLR 0 •B6 3- ! A � ' 69 C �'EBS MO�EMENT OP wALL OR BRQ. ��8 • 100 C . DLtLL DEFL - O,ZO• IN A-B 7, AGL,FILLER AND BIOCKINQ LL DEFL < 'si3so .MEA40�k8�N0T A PART OF THE S/DLaLL D6FL=357 5/DBPTN. 1.5 STFiUCTURAL AfVl4LY$IS TD B� � PIATED �VItH 15'X,�° -- - � 0 . � Pc,�TE����N��UM .. ..--�_ _ --�°.:��„�:_QN = .� . - . N,O.S.�.�; � . 3 MONO 60000 g � p �. afA,QR CENT&X "1550R" C1003 � ao t•os-oi _ HO 1-07 Ho {-01•07 , 2�111 12 8� a-Ol•0) T 1 oQ��� He��e ��.= a� p�8TF,9 �j�s „ ' Q`` wo. F � 8091041A --Hi---.__. STAT�QF ��1�� c p��� 3x�11 T� 6-00-Oo BC � 6•00-00 tdAl' 1 5 1995 -� 6-00-00 UniSCe[ -- Vereion )�.0.501 LOAD CASE q3 WIND tRON RIpHT y RUN DA76: 5-11-95 , LVMeEA� STRESS INCCEASE: 73.Ok PLAiING CONFORM9 TO TPI LOADINC L7VE DBAD (p5p) fGR055 ARE� ME7NOD) CSI SIxB LVNBE0. 1.15FB �ERIFY PLATS YALVE9 NITH � SOP 0.48 tOP CHD 20.0 a,7 .TEC-LOK CORPORA7ION 37I � 9D•p] 1720 BIM CHD o.0 3.B B7M 0,16 7X � 9D-p7 1720 TOTAL zo.0 B.5 Ze,S �'qIp B�BD ON SY? LUMBER ,._.. N89 0.75 2% C SP-q3 980 PLAT69 - 30 GAUOC 9T•=0 � � REPE'CITf�E MEMB6R STRE;55 USED. BXCEP7ION5: GAIPPIN6 535-{09 PSi PEA Pa7R C•B •17.ON 0.0 INCLUDE9 15.Oi INCREa56 � LATfrtNL BRAGING� A•8 •1�.9N �.� TfH5I0N 927- 6BB pLi PER PA2R SUPPORT CRITERiA � 70P tMORD - CON'fINUOUS JT TYP6 XORZ VERT MID7H SHEAR B3B- �72 pLI pPR PAIR BTM CNORD - CONtINU0U5 � TAUSS SPACING - 2�,0 IN. LB6 LBS IN•5% JT TYP6 PL7�7E SIZS % Y .� PIN 255 �6 J- B A =003 ).00 X 4.00 C.6 ].2 ' LOAD CASP pl G HORZ RLR 0 -li3 )- B B �Z00 Z.00 ff C.00 CiR CTR ' LUMBER STRESS 7NCRfASE: 15.Oi LOAD CASE� p1 w3N0 // AIDCE C 1000 7.00 X 1.00 CTR CTR LOADINO L1vE DEAD (PSF) LUMeER 87R655 INGA&�Se: 77,pt TOP CHD 20.0 ]0.0 IAACING LIVg DChD �pSF) N078S: BTM CHD 0.0 10.0 1, iRUSSBB MAIaVFAC7UA0D BY - TOiAL 70.0 20.0 60.0 T�P CHD 70.0 1'.7 DAVIDSON INDUSTRIBg SUPPOR7 C0.ITBRSN 8tM CHD 0.0 ),B 3. ANALY525 COIaFURM9 TO J7 REACT MTDTX JT RlAG7 NIpTg SOZAL 20.0 8.5 ID.S UBC (TPI-BS 6 NDS-91� . LBS IN-SX CxBEPTIONS: 3. pIHD LpAD9 - UBC,I9BB QDI7N L95 7N•SX A Z�0 )• B C Zqp �. B A_8 17.ON D.0 TRV59 IS DESIGNBD AB A •1L ON �.,) yJ�IN GIHD-iORCE A65 SYSTEM LOAD CASC p7 NIND FROM LBFT SUPpORT tRi76R7A NIwO bPE2D - BO MPH �T 2YPE HORL VERT NIU1N lIEAN AOOP ABIpHT - �5' LUMBER 57RES9 INCREASE� 3].0! LOADINO LIVE DEAD IpSP) , LBS LBS 'IN-SX E%POSUp6 CATE40RY - C � 7'OP CND ao.o �,� � PIN 0 •51 ]- 8 O�CUPANCY C7�'CYGOAY - 1 BTM CHD p,p 3 B C HOR2 RLR 0 -51 J- B 4. ANCHOR SRUSS FOR ♦ TOTAL TOTAL 20.D B.5 20.5 LtFi. XORI20NTAL LOAD OP � 155 L85. 2JICEPiI0N9� RIGNT 5. PASTEN IRU58 i0 BRG 4 C•B HEEL oIN - OSX iOR SI LBS OP VPLIM', 30.6N 0.0 A•B -19.ZN a.7 MEMBER FORCES (L8b) aN7LE DERMIT2INC NO UPWARD SUPPORT CAITERIA MOVEMENT Or W)�LL 0& BRO. �T TYPE HORZ V¢RY NIDiH T�P CHOADS 6. PA92'EN TRU59 TO BRG t LBS LBS IN•SX A B � 15� � POR lY] LBS 0[ U➢LIpT, A PIN 6B -41 3- 8 80ZiOM CHORDS NH7L8 pERM1TT1N0 NO UaNARD � NOR2 RLR 0 -86 ]- B A C � 69 � MOVEMENT OP WALL OR BRO. NEBS . . �'B - 3B0 C , DL.LL� D6FL . 0,20' IN A•B LL DEFL < �S/360 S/DL.LG DEPLc)5� S/DEPTH- 1.5 . _ . � . ... , - _ �- _ _ .. , , . ,. _ --___ ._sa -: �s . . . � � _� i_ . " .t �s - . _'�--__- QN I� ' .... . H�O c.-. : I 5 MONO 60000 8 1008 � � p vy ''�R vvICENTEX ��1550R" C1003 �i x � os oi _ Ko a-o� . Ho �-o.•ov - �xl II ix a� �•o�-o� r 1 ��Q�L. F►s�'a o O�St�9 �a ax�� � �� NO. � � " soe�a�e BTATE OF _. ei � �UC��' � SroNAL 3�c111 � "�'^ tC 10-OB 6-OO-00 • - Bc c_oo•oo � NAT 1 S 1995 6-00•00 UnlSter •- Vezelo� 37.0.501 LoA� CASE k3� uIN� iROM RlCHt -~ AUN ➢A7E; 5-11•95 LUnBGR SrRess INCREASe� 3�.oi PLA7'Inc cONFOFMS i0 7P2 LOMING LIVE DEAD (psp) (GROSS AREA ME7NOD) C6I SIZ6 LUMB£R 1.15FB fOP� CHD t0,o q,� �ERIFY FLnT6 VALUBB N3rH POP 0.08� i7I � 6A-p] 1720 BiM CtlD o.0 �,p 7EC-LOK CORPORA7ION B'fM 0,16 3X � SP-tl] 172p GRIP BASED Oei SYP LUMBER ^ NaS 0.25 ]i � SP-p3 9!0 TOTAL 20.0 8.5 iB.S PLx1'SS - 20 QAVG6 9T-30 AEDCYI7IV6� MEMBYR S7AES5 USBD. E%CEPTIONS: GXIpvING 515•�Of PSI P¢R PAIR C-B -1�.oN 0.0 INCLVDES 15.OY INCREASB LATERAL BAACING: A-B -11.9N a.� TENSION 957- 60B PLI PgR vAIR TOP CNORD • CON7INVOUS SVFaORT CR22EttIA 6HEAR B]8- JT t1PE HORZ VEAT NIp?H �7z p�'= pER PAIR B7M �CNORD • GON7INVOVS 7RU59 SPACING - 74,0 iN. A PIN ��7� LBS IN-5% JT TypC PLRT& 9IZE x y 3> >' B A a001 3.00 ]C O,OD 4.6 3.2 lAAD CA56 �I1 C HORZ RLR 0 -127 7- g B 4700 2.00 X -0.00 CiR Cip GUMBER 9TNE55 INCRBASE: 15.Ot LOAD CASE Na uIND // RIDGE � �000 7.00 X �.00 CTR CTR LOADING LIVB DCAD (PSC) WMBER SiceSS INCREASE: )].,pq TOP CHD 70.0 30.0 LOI�ING ��LIVp DEAD IpSP) NOTES� BTM CND 0,0 30.0 1. 7RUSSE9 NANUF�CTURED BY - I07AL 50.0 20.0 a0,0 � T�p CXD 2a.0 1,7 DAVIDSON INOVSTR2E9 9UPPOA! CRI7EAIA B?M CND 0,0 3.B 2. ARTLYSI9 CONPORMS 70 JT AEACT N3D'1'H JT REACT YIO7x 70T�L ��'� B•5 ZB.S U8C (TPI•65 i NDS-911 . LBS IN-SX LBS IN-5% exCEPT[ONS-: 7. NIND LOAUS - UBC,I9BB PDITN �'B 1'I,ON 0.0 SRV55 IS D65IGNPD AS A A 210 7- B C Z�0 3. B A•B -37.ON 9.� SUPPO0.T CRIT£RIA MAIN NIND-FORCC AES 9Y9TEM LOAD CASB p] uIND FAOM GLFT w2ND SPEED - CD MPH LUMBER SiAPSS INCR5A52: 73.0! Jr TYPE HORZ VER7 wIDTH MEAN ROOP pB2aHT - x5' LOADINC LIV6 bEAD (PSf) A ptN L85 LBS jN-SX L%POSURB CAT2CORY - C TOP CAD 70�.0 �,.] 19 -69 J• B OCCUPANCY CAiCOORY - 1 8TM CXD 0.0 j;'g C NORI RLR 0 -51 3- e �, 11HCHOR 7RU55 i'OR A TOSAL TOTAL ]0.0 8.5 =8.5 LFFT XORIZONiAL LOAD AF 277 LBS. EllCGP•f10N5: RIGH1 5. FASTEN 2AV55 TO BFO A C•8 HEeL OIN - tSx FOA 69 LBS DP UPLIPT, lO.EN 0.0 A•B -]9.7N �.7 MEMBEA FoRCES (LBS) WNILE PEAMLTTiNG NO UPMARD SUPpOR2 CRI7ERIA MOVEHEN7 OF wALL OR BRf,. Tf SYPE HOR2 VCRY NID2N TOP �HONDS 6. FA57EN TRUS9 TO BFG C LBS LBS IH-S7( A H 15� � FOR 123 LBS OP VPLIPi, . A �PIN 90 •63 )- B A.� BOT7�M CHOkDS WN7LE PERMITTING HO UPHAAD � HORZ ALR 0 -B6 3- 8 NOVLMENC OF YALL OR 8R0. NEBS �� C-B - 180 C _ DL+LL D6FL . O.tO" SN A•B LL DEPL < S/36o � S/OLfL� DGFLe757 5/OEP7H- �,g ' ._ ' 90 - d � . .. ., - - -L dS � " QN r . . � ' � Nnr: _ 5 MONO 20000 8 1008 � - ���r X.4.e.0 � CENTEB °155AR" C1003 �1' _ � �_ov_o� 0o ko i.ae•o� - 7x<n i� B� 1-oe-o7 t ��= i A B1 C �xl II .TC. 30-OB �2-00-00 ' BC 2-00-00 __ � 2-00-OD Unl9cer -. yeieion ]7,0.501 .yQTp RUN Dp7'S: $-11-95 ;�USE p3 WIND FROM RSGNS PLPTING CONPOitM9 TO 7P2 LUMBER STAESS INCREAS6i 3).Oi LOADING LIVE DPAD (pSF) ICRd55 ARE11 N67HOD1 CSI SIl6 LUMBfR 1.15F0 7oP CND 20,0 �,7 �eRIFY 8LA78 v�LVES MI7N TOP 0.01 ZR l SP-p7 1720 BM SHD 0.0 3,g TES•LOK CORPORA'f(ON B7M 0.01 Z1( 6 SP�M2 1'i�0 T07AL GRIP B7�SED ON SYP LUMHER NB9 O.Oi ZX � SA-p3 gqp �20,U B.5 ]B.5 PLATBB - 70 GAUGB 9T-2D RGPf7iiIV6 H£MOeR SIR658 USED. tx�EP7I0N5i 6RIPPINC 515-109 D92 PER PAIR P 8 -11,ON D.0 INCLUD69 15.ot INCREASB � � LATEftAL BRACINO: A"B '3l..9N �.9 76NSION 921- 6BB PLI P6A AAIR TOP CHORD • CONTINUOU6 SVPPORI CRITSRIJI SMEAR 878- �7� pL1 PER PASR �" BTtl CHORD . CONTINUpUS � 7YP6 NOA2 VLR7 MID7H TRUSS SPACINO - 3l.0 IN. LBS L05 IN-9% JT TYPE PLA7L SIEB Y y A P1N 102 1 3- 9 A 2001 7:00 % �.00 �.6 7.2 LOAD CASC I1 C HOFZ RLR 0 -el 3- B e �200 2.Oa % 4.00 CTR CTR LUMB6A STRE55 INCMEA58: 15.Ot LOAp GS6 tl� MIND // RIDGC C �ODO ).00 % �.DO CTA CTR LOADINO LIV6 DEAD (PSP) LUMBfR 57R555 INCRPASC: )].0! :OP CHD 7D.0 1D,0 LOADING NO7E9: BiM CHD 0.0 30.0 LIVE DEAO (pSP) I. iRVS5E5 MANUFACTUAED eY - T07AL 20.0 70,0 �0.0 T�p CMD '�20.0 �.7 DAVIDSON 3NDUStRi[5 SUPPORT CRITERIA BTM CHD 0.0 3.B =. rt+ALY9I9 [ONPOnMS 70 �T PEACT M1UYA J7' AEAG? MID7M r�TAL 2�•�.D B.5 39.5 PRtEPTIONS: .�UBC IIPi-BS E NDS-911 . LB9� IM-5% LB5 SN-SX C-B 17,ON 0.0 �� •TND LOAD9 - UBC,I9BB 6DITN � 80� �' a C 80 ]• B A•B -17,.ON �_j TRV95 IS oESIGNED A9 A BUPDOR7 CRfTERIA HAtN wIND-FOACD RE9 SYS7fM IAAD CA56 p= MIrcD FROM LEFY JS TYPB HOAZ VERT �W1021t - wIN� SPEBD - BO MPH LUMBER .97R655 iNCREASL: 37.Ot MEAN AOOP NEIGN7 - 'S' LOADING LIVS DCAD (PSF) LBS LBS 1K-5% EXPOSURB CA7EGOAY - C 70P CMD 20.0 4.7 A pIN 19 "15 �' e� OCCUPANCY GTBOOAY - 1 B7M CHD o.0 3.B C HOR2 PLR 0 -17 3- B 4. ANCHOR TRV65 [OR A 70TAL TOTAL Z0.0 B.5 ZE.S HORIZON7AL LOAD OP 102 LB9� E][C[P7ION9< LEFT RTOHT �.B XEEL OIN �- a5% 10.6N 0.0 A-B -19.2N t.7 Mi,MB6N FOACES ILBSI SUPPOAi CAIT'6AIA �7 TYP6 M00.Z V$R7 kID7M TOP Cf10RD5 eQ� L, He'' LH9 LBS IN-5% �-0 � 52 �C ' J� pIN �s -�s �. e 80770N CNORDS �� ��grF9 e�j C NOR2 PLR 0 -ZB .� g A'� ' Z3 C 7 �� wO, � ; NE8$ . C•B . 60 C B��OI�B qqq arnrF oF � • DL+LL D¢FL . 0.00• IN-A-B �w_ _`A� LL DEFL < S/J60 -•I�M. 5/DL.LL D6FL-999 S/DEP7H- 1.5 �l a _.- - :L:a_= � � ��r � y ��9s _ __- - . � 1 d'S'�. -,Q./J.r _ , - - . 'N10 e _ . 1 2 •Z 100000 _ "'.-....`�� �vn e looe looe I �r.nR.e CENTEX "1550Rp C1003 G " DO 6-02-13 lx6= . - - NO �.0'r DO 6-02•11 "� NO �-07 12 8� J-OB•09 r i � 3xe= A ]xl= C D 2x411 � rc io-oe s•oo_oo s-oo-oo io•oe BC ` io-oo-oo --. io-oo-oo UniSCez -. Verelon 3'l.0.501 � RUN DA76; 5-11•➢S �LOAD.CA56� p3 NSND FROM RIGNT py/�==�,p ppNFORMS 70 IPI LUHBER STRE59 INCAEASE: )3.Ot LOAD7NG LIVE DErD «��59 ARLA tlE7NOD) CS[ SIdB LVMBER 1.15!'B �PSS� vERIFY PLA7E vALVES NI7N TOP D.tB 2X i SP-pI i�Zp 70D CND ]D.0 4.7 ?68-LOR CORPORATION B1'M 0.3� �% t SP-p] y�70 8�1'M t1tD O.D 3.B GAip BASED ON SYP LUMBER No5 0.0] 2X C SP•p3 9Bp 707AL �0.0 B.5 28.5 RBP6TIfivE nEMHER STN6S9 USED. e%CEP230N5: P�TES - 30 GAVOB 9T-70 A•B -34.9N 4.7 �R=PpING 535-609 PSS pEq pA=R B"� -19.2N d,� INCLUD69 15,DM SNCREA58 _ LATERAL BFA�ING: TENSION 927- 6B8 PLI PBR PAI0. J � TOP CHORD - CONTINUOVS SUPPOR7 CRf7ERSA SNEAR 838- �i] 'pLi PEN YAIR 8TM CNORD - CONTINUpUS J7 7YPE . HORt VEAT pID7'H �'� YRUSS SPACINC - 24,p IN. LBS LBS IN-5% JS TYpE PLA26 SI2t X 7 � A PIN •33 -97 7- 8 A 7001 3.00 X �.00 C.6 3.I LOAO CASC tll C NOR2 ALR 0 -31] 3- B B J001 {.00 1( �.00 C7R t,2 LUMDER STRES9 INCREASE: SS.Ot C 2001 7.00 X �.DO 4.6 7.7 I,OADINa LlV6 DEAD fPSP) LOAD CASE M� MIND // RIDGH b 1001 7.00 % {.00 CTq CSR TOD 4XD 70.0 10.0 LUnBER STF655 ]NCRCA56: )3.OR B'fM CND LoADINO LIVL OEAD (PSF) 0.0 10.0 70P 'CND 70,0 �,� NOTBS� S07AL 10.0 20.0 {0.0 1. 2RV5569 MJ�f�UPACTURED BY - SUPPORi CN176A7A BTM �� �'� �•e DAVID90N INDVSIpIES JT REACi u1DiN JT N6AC7 MIDTH T07AL 20,0 8.5 28.5 7. NJpLYSIS CONPOFMS 70 Le5 ]N-SX EXCEPTIONS: UBC (TpI•B5 L NDS-911 . LBS IN•S% A 399 )- 8 C 7yy �_ B A�B '1�•9N S.'r ), VIIND LOADS - UBC.I9BB tDI7N B'� '11.9N �.7 L�� ��s C� uIND FROM L2P7 SUPPOR7 GR2TERIA tRU55 I9 DESIGNED AS A LUMBEA BTRESS INCREASB: )�,03 J= TYPE HORZ Y �IN NIND-FOACB RES SY52EM ERT NSD7H MIND SPEL�D - BO MPH LOADIN6 LIV6 DEqD (PSF) LBS LBS IN-SX HEAN ROOP NCIGHS • 25' TOP CHD 70.6 y.7 A P7N 0 -�e 3- 8 P,7(pOSURB C7�76COAY - C BTM CND 0.0 7,g C HoRZ RLA 0 -7B 7• B OCCUPANCY G7CGORY - 1 70IAL 70.0 B.5 78.5 �. F�STEN TAUSS 70 BRO A E%�EP'LIONS: L2FT RICxi YOR 113 L65 Oi VPLIVT, A•B -19.iH �,� HE61: DIN - �Sx OIN - <S% NNIL6 PEHMITTINO NO VPWAAD B•G •14.9N q,7 MEMBER FORCBS� �LBS) MOVEMENY OF WALL OA BRG. SVPPORi' CRI7ER2A � S. P]15TEN TRUSB SO BAG C �r TYP6 HoRZ VEA7 wID7H TOP cNOADS FOR S1J LBS Oi ypLIFT, A•e - ,361 C B-C 761 C NHILE PHRMITTINO NO UPNARD L85 LB6 iN-5% B07TON CNOADS A P3N 33 -113 3• B MOVeHENi OF WALL OR BAG. C HORZ RLA o ' �A'D - ��0 T b-C . )00 T -93 3• 8 YE85 D-8 - 300 7 Q� L. He�' DLrLL DEFL . 0.30+ IN B-C '0�/O�O�ST�.` A� LL DEFL . 0.00• c S/360 9 "'� S/DL.LL DeFL.999 S/D6P'[N- ),0 Q HQ, F �� 80910619 ,, STATEpF ._ _ '� �1pj�BJP� _ F _. .. . .s a d �'�HAI 0 --:- - - .. , - � �, 5 _ _ _ . --a'�'.r,.. ^r.o�:� ._ ' . Z 2 •Z 100000 + V�`�"`"�Vy JOB � 8 1008 1008 'CENTE% "1550R° C1003 ��y � il ' � i�oi'ii ex�n ^ xo i-°oi'ts ia e� 3•OB-07 T 1 C 4x�� A �r.�= C D 3z5.611 IC 10-0B I 5,�_� -. - �= r s o0 0o io oJ � io-oo-oo � F�e------ _ io-oo-oo � VniSCer .. Vereion )7,0.501 MEMBEk FoRteS (LBS) - EACH Pyy AVN DATE� 5-I1-95 N07E9: D-B - .1550 7 1. 7RVSSES MANUFAC7URLD 8Y - �•�������+����� 'DAVIDSON 7NDUSTRIES • �•PLY rRU55 • DL.LL DEFL . O.os• IN 8•C LL DEFL = �0.0)"' < S/360 z• �ALYb29 tONPORhS IO 1�������������� UHC (TPI-BS i NDS•93) . 5/DL.LL DE�L-999 S/�EFTN- 3.0 7. YiNn LOADS - V8C.19B0 EDSTN C9I S3ZE LUMBER Fe SRU55 I9 D661CNPD AS A 70D O,t3 IX t 9P-Y2 PL7�TE5 AR6 FOR FACy pLy MAIH NIND-CORCE AES SYbTEN 1500 ,,,r BTM O.B7 7X 6 SP-M1 1650 NIND SPECD - BO MPH WBS 0.54 ]7[ a SP-NJ a50 pLATING CONFOAHS TO 7PI (GRO55 AAEA METHODI MEAN A00► HBIOHT • 25� �•' vERIFY PlATC VALOES NITN BxPOSURB CATBGOAY - C LAY'ERAL SRACINCi T68-LOIC ,�OApORATION OCCUGANCY CATECDRY - 1 70P CHORD - �ONTINVOV9 CRfP HASED ON SYP LUMBER �• pFEVENi TRU55 A07ATION A? B7M CNONC • CONTIpU0V9 PW765 - 20 CAUGE Si-x0 ALL BEARSNG LOCATIONB. IRVS6 SP1�tING • 74,0 iN, GRIPPINO 515•109 P52 P6R pAIR 5. IAS7EN TRU59 TO BRO A INfLUDES 1�S.Ot INCRFASE pOR 9)0 LBS OP VPLSFI', LOwD CASB p1 7CNSION .922• �6ee PLI PER PAIR WKILR PERHI7TIN0 NO OPWARD � LUMBCR SiRE55 INCRCASE: 35.Ot SHq� MGVEMENT 0! M1�{,L DR 8R0. LOADING LIVB DfAD (PLPI B3B• 17� pLZ FER PA3A 6. FAS?EN TRV55 TO BRC G ToP CHD {0.0 70.0 JT ?YPE PLAiE SI2E % y �OR 930 LBS OP UPLIFT, B7M CHD JD0.0 J20.0 � wHILE PCRMITTINp NO UPNAnD 70TAL A Z001 �.00 X 1.00 5.9 1.6 360.0 ]�0.0 680.0 8 30D1R 1:00 '%� �.00� t,2 C7R HOVEMENT OR NALL 00. BRG. SVPPpRS CA1TEAl11 � IOU1 {�.00 % �.00 5,9 -�,6 �' CIADER CONDI7ION: JI' AEACT NIDTN JT R£ACT pIDIH COHMON GIRDER TYP6. D 3001 3.00 % 5.6� CTR C7A' LBS IN-5% LBS IN-57I � TIP-SN iRVSSE9 ON B7M fHD A 3a00 ]- E C J100 3- E 4ITX SPA�N�OP 6O A = PLATB IS R07A7¢� BY 90 bEG . B, fAST BAC�pyy TQ THE LOAD CASC tlI N1ND LOAD NEXT WItN lOd HA7L9 A9 � LUMBBR STRE59 INCREASE: J3.0\ FOLLONS: fAADING L3VE DEAD (pLP) 1lENBER AOW9 BPI�CINGIIN) iOP CND -3!.) 9.� 7GP CHD 1 1],0 9TM CXD •iB7.5 135.1 B2N CHD ] 9.0 TOTAL -J25.9 119.5 .-1Bl.G NEBS 1 17.0 SUPPORT CRITL"RIA 9. SiAOGEA NAlLS SO AVOID JT tYPS NOAZ VERT NIDSH SPUI7iIN0 OF FOOD. LBS LBS IN•5% 10. USE PROPERLY RA7ED yANCEQ9 A PIN 0 -9�0 7- B FOR I.OADS FAAMINC IN?0 � HORZ ALR 0 •930 ]- B oIAOeR TRUSS. Qti l. HB�' LEFi 0.IOHi 0 8 HYBL O1N • aSX 07N - �S7( �� �Q�StF� � ..�MEMBER� FORCB6 (LB91 - EACM PLY � � NO_ � �7 70P CNONDS 8�910419 A-8 . 15]J c e•c . is3� c 87ATE OF BOTSOM CXORDS �d�I�`p� . A-D . 12'IS T D-C . 1275 ! '�J M� ' WEBS �� \ . . . . � . . .. .. 5.a .d ' Y.d`S � .. QNI .. . . _ . .. No � _ _ MAY / s �oo� - •-u+ �v�ItH31N63 J08 5 MONO 120000 8 1008 p MARX CENTgX "1550R" C1003 I - DG 1�•07-09 . HO a-07 HO B-OC-OI lk�I I . B 17 e 3s1�i e e-os.o� 7 � Js�= 1 2 A 1 D Zxf II � g <x�= T� 12•00•00 Bc ix-oo•oo ___ i�-oo-oo UhlStat -• Verelon �7,0.501 y— RUN DA12i 5-11-95 DLATING CONFO&MS TO ZPI (GROSS�AREA METtlOD) KOTES: vE0.IPY PLATe VALVeS WI1H 1. TRUSSeS MJWUFACTURBD BY • �51 9I2G LvMBER 1.15FB DA�IDSON INDV9TA3E9 TOP O.CS 31C C �SP-p2 7EE•60K fORPORL7TON 3. ANhLY5I5 CONSORM9 Tp 8iM. 0.26 pX � SV-pp y�Zp DR�P'BASED' ON SYP LUNBEA PLAT65 - ZO pAUG6 SI•7o �B� (7PI-BS i NDq-911 . .^ h'8S 0.J7 7% 9 SP-q2 17Z0 GRIPFINO 515-10s PSI PBA PA7R 3. CND VERi7CAL(5) N07 exC¢PtI0N9� D[SIGNED FOA NIND 6%POSUqE. D-6 2% 0 SP•MJ 9BV INfLVDFS 15.Ot INCAEASE �- ' LUMDEA STRE59 INCRE.�56: lS.OM TENSIDN 927- 6BB PLI PEit pAIR REPESIilyi MEMOER STR659 VSED. SXfM BJB- �77 py= pER PASR �'LA76ML BRACINO: �r tYpE PLA76 SIZE % Y EN�VERTICAL S 4.TOP CMORD - CON7TNVOUS ' A �003 J.00 % a.00 �,5 �,2 4 ( )NOT (7 exn CAORD • tONTIHU0U9 B ��oo ::oo x �.00 crR crn OE510NEDF�RWINOEkR4�p�, ONE eRACE� - C-B C 101D �.00 X 4.00 C7R C7A TRUS9 9PA�ING - 39,0 IN. D 1001 i.00 X �.0o C7R C1•R E 1050 3.00 % �.p0� C7R Cilt LOJ�DINO LIVL• DEAD (p5F) 20P tMD 20.0 30.0 B7H CIID 0.0 10.0 T07AL 10,0 ]0,0 <0.0 6UPPOA7 CRIIERIA J7 PEAC7 WIDTH J7 REAM MIDiN LB9 IN-SX LBS IN-5% A �BO 7- e C a80 �- B GCFT RIGHI HE6L OIN - �Sx neMSea eoRCes ILBS) eQt� L• H9�' fOP CHOADS 'O� �O,`4r f9 �% . A-6 . e79 C G-B � , 0 T ' 8o7TON CHOADS Q' NO. � �7 A'� - 757 NE85-C ]57 f B�S���O �'$ ' 130 7 E'C � d37 C q STA�TE O`F C"B . il9 C � �RJ�qP'� ,^DLrLL DEFL . 0,30" 7p e-B S�N/� ���/// '.L DEFL - 0.01• � S/360 � 3/DWLL DEPL.99g 9/DBPTH. �,5 ► _ - ��r � s ��95 -- - .a.r - d �__' _�-L d.S � � Q . . _'.. H,z, . Nn � _ i 6.3 320000 8 1008 1008 XARR CENTEX "1550R" C1004 J � KO �9075'0� Sa5.6= - B , � ,9p'S•0� Sn5.6% � r1 iu 12 sxs.s. g� H 31•00-0� tx�� � � F 1 2x4� n z i 3x5.d= _ ' 1L A � ]x5.6= B1L � 2 D 1R sze= si sxe= 3x5.6= 7C •. .'d6•OO.pp m BC, - 16-OO-Op 8 �. ��'�'00 - � 3t-00-00 UnlSter �•. Verelon 37,0.501 �LOAD,C/�SE p3 BIND PROM RIGHT RUN DA76i 5-11•95 tUNeEA StRESS tNCkCASE: )),0► DL�LL DEPL . 0.�0^ IN D-C CSI SILB LVyBER 1.i5Pe �ADINO Live� DEAD (p5i) LL D&FL . 0.0)• < 9/360 tpp p �� TOP CXD 20.0 q,� 9/DLaLL DEFL-966 5/OED7N- 7.0 �x � SP-p3 1720 BiM GND 0.0 3.8 BTH D.BS 77( a 9P-p] 3720 PLAfINO CONJOAMS 70 ipI WB9 0.79 2X 4 SP-p] 1)20 70T7�L 20.0 B.S 78.5 REPETj7'IVB M6MOER STRBS9 USED, ExCEP1lONS: (OROSS AREa HfiTHOD) - A•B VERIFY PI;A7g VALU£5 MI7y � -1{.9N 4.7 IE6-LOK CORPORATION LATEML BRACING� B"� -19.2t+ e,� .f:.;ra'70P CHOPD • CONTINUOUB SUPDOAT tR1TERIA OAIP BASEa ON SYp LUMBCA , �T 7YPE p�TeS - ]0 CAVGL SS-ZO B7M CHOAD - CONTlNUOVS HORZ VERT qID7H GRIPPING Sig-aD9 ASI PBA PAIA � ONE BRpCE - e•8 B•O LBS LB9 IN•5% INCLUDES 15.0� INCRCASE 7RVSS SPACING - 2�,p Ip, A �p1N -95 •76B 7- 8 7ENSiON 922• 6BB ALI PER PAiR ` C MORZ. ALA D -)1a �- B SHEAR B38- �72 fGI PEA PAIR �LOAD GSE pl LOAD CAS6 y� �wIND // RSDG£ LUNDER STRE99 INCRfASE: 1S.Ot J7 TYPE PLATE SSZB % Y LOADINO LivE DEAD (PS!) LUnBfA 57RESS INCRFASC: )J,Ok A 2001 ].00 % 5.60 4.6 2.� TOP CND 20.0 lp,p LOADiNG llVp, DeaD (P56) 87'N �NO 0,0 10,0 IOP tHD 20.0 . �,7 B 3010 5.00 X 5.60 3.e 2,2 BTN CMD 0:0 ),0 C ]001 ).00 X 5.60 �.6 7.7 S07AL t0.0 20,0 f0.0 407� D 1070 5.00 % 8.00 CTA CTR SVPpORT CRIIEqiA 30.0 8.5 =8,5 B 3090 5.-00 7( 8,00 [7R CiR J1' R6AG7 NIDTH JT REACT NIDTH 6xfEpTZONS: P 3001 3,00 R C.00 CTR CTA L85 IN-5% A�8 'I��9N {,7 LBS IN-S% B•C -1<.9N �,� � 110] S.00� E 5.60 CTA 3.0 A 77A0 )- B C 1280 ]- B SUPPOR7 CRITGRIn H 1102 5.00 % 5,60 CT1l J.0 �T TYPE NOA2 V I 1003 7.00 X 1.00 C?R C7R LOAD CA58 p] MIND F0.0M LEFT EA? pID7x 51 1100 �,p0 X 5.60 C7R 0,3 LUMBEN STRE59 INCREA56; 73.Of .LBS LBS IN•SX LoADINO LIV6 D6AD (PS[) A PIN � -=19 3- E � HOqZ RLR 0 -219 3- B NOTES: TOp �HD Z0.0 q,7 � 1. ZpUSSE9 HANVFACTURED 8Y • B7M CHD 0.0 ),9 DAVIDSON INDUSTA2E9 rOrl�[, 7D.0 B.5 28.5 LEFT� nIGNT 2, ]\NALYSiS CONFORM9 SO tXCEpTIONB: HEPL OIN - i5% OIN - 45X UBC (TDI-85 G NDS-91) . A-B -1y.2q {,� M6MBER FORCES fLBS) 3. N7ND LOADS - UBC,I9BB BDI7N a'� •1�.9N 9.7 TRUSS IS DESIONBD A9 A. SUYPOR7 CRIT6RIA TOP CHORDS MAIN� vIND-FOACS RLS SY57EM �r IYF6 HOR2 vERT N1D7M ��R ' 1811 C P-G � 3531 C uIND SPEED - Bo MpH LBS L09 IN• ��b ' 1531-C a•x - 15)i C A pIp Sx H-I - 1571 t I-C . 1812 C MEAN 900p NEIGHT - 25' 95 -31a J- B BOi7oM CNORDS E%POSURE CATEOORY - C C NORt RLR 0 .-S6B 3- B OCCUPANCY CAT£GORY - 1 ; A-6 n i5o7 T E-S1 • 935 T S1-D c �• FASTEN TkUSS 70 BRO ]1 . ,�, Oh L• He�' �9)5 WeBS-C • 150'! 7 FOR 711 LBS OF UPLSF'?, 0 d' F-E . zee C E• Wy2�e PeRMITTINC NO VPWARD 'p4 I��,Sr�9 � E_B = S71 T B-D � 771 T MOVEMEN7 OY NALG OA BRC. Q� NO. F D D-N - J13 C D-7 - z88 C 5. FASTCN IRU55 TO BRG C e�t�19 FOR )1{ LB9 OF VYL7FT� .a 8 Tq7E Op . aNILB PQRN1771Np ND UPWASD '��,�,,►, novEnerrr of WALL OR BRG, � --. . .. r �_ - d . _ 1 5 '1995 . • : -- ` �,.y s _ . � - . - a��..r r�•d, o _ . � -• . I5 6.3 320000 .�� v�L�"�'ry�� JoB B 1008 100BICE�,EX "1550R" C1004 �R� ' �'. 19-05•01 � .. XO l-OT 5X5.6= e ... 110 i9075�04 5%5.6G � 71 1V lE Sx5.6� 9�~ X SS•OO-O7 Zt�� � r P 1 2x4 i T1 � I 2 TL 1x5.6= A ' �x5.6= _ - ' C B3 E D B3R Sxe= 51 SXB= 9q 3x5.6= 7C ZS e� 16-00-p0 �l - 37 00-00 16 00 00 � 72-00•pp - c UniSCez �- v -'- eroion 37-.D.501 LOAD CA58 N1 MlND // R1DG6- RVN DA7Ci 5-I3•95 LUMBEA STRESS� zNCREASE: 33.Ot NOTES: CSI SIZE LUMBER 1.15/B �LOADING LIVf. DE/�D (ySF) 1• 7RUSSE9 IfANUPAC7UR6D HY - TOi 0.]) Zx � Sp_p= ��ao 7'OP� CXD 20..0 a.�� 2. aNALY5i5 CONFORM9Lip B7M 0.85 2% e SP-p7 17=p BTM tMD 0.0 �,e ' � NB9 0,79 Zx � SP•qy y�Zp =aTw' 10.0 B.S 7E.5 UBC (zPI-BS 4 ND9•911 . REP6TI7 ExCEP2IONS: 3. MIND LOADS - VBC,198B EDI1'N 9YRES5 USED, A-e -11.9N a,) 1'RV55 I9 DES3GNED 7�5 � „� LA7ERAL 8R11GNG� B'� -11.9N �.7 �IN WZND-FORCG RGS 51f5TCM � 1'OP CHORD - CON7INVOVS SUPYOR2 CRITERIA MIND SDEPD - BO MPN ' BTM CHOAD - CONTINUOUS Jr TYPE tlOAi VERT N1D2H MEAN A00� NPIGH7 - 25• � ONL BRAC'6 - P-B e-D LBS LBS SN-9% txPOSURY CATECOAY - C : '"� lRV55 SPACIN4 • 7{,p IN. '� PIN y7 .=ly �_ B OCCUPANCY CA7600RY - 1 � C NORZ RLR 0 -205 3- e a• T�CHOR 2RUSS FOR A TOTAL LOAD CASL •3 • NORI20N'tAL LOAD OF 11) LB9. ' LUMBER S'PNE55 SNCREASE. 15.Ot. LEFi AIGH7 5. F.�57EN TRU55 70 BRG A LOADINO LIVE HLEL OIN - eS% 07K - 4S% FOR 71� LBS Of VPLIPT, � 1'OP CND Zp.4 DEAD (P$PI WMILE pERMITTING NO UvwqkD B7'M CMD 0.0 10.0 M£NDCN �FORCES. ILBSI NOVEMENT OF WALL Op BAG. ' TOSAL 20.0 iD.O 40.0 TOp �NOADS 6. FASTEN 7AU55 TO BRO C � SUPP04T CRITBRIA A'p = 1811 C F•C c 15J1 C `OR i91 LBS OF UPLI!'i, � JT REACT NjDiN J1' AEAC7 N7DTH 0-B . 3531 C 8•N e 15)3 C WHII.@ vERMITTINO NO VFWl�AD ' LBS IN•5% H-I . 1531 C I-C = 1814 C MOVEMENT OF WALL OA BAC. ' A 1280 3- B C 1280 I3-SB BOiTOM CHORDS S1ED . 1507 �T� ,E-S1 - 973 7 � LOAD CA56 1I7 MIND FAON LEF7 935 I D-C - 1507 i LUMO¢A STRE55 SNCREAS6: )7,0� F•E = xBB CtBE-G � LOADiNG LIV6 DEAD (PSF) 733 C TOP CND 30.0 �.7 E'B ' 773 T, B-D . 771 T BiM CND 0.0 3,8 �'K ' 313 C D-I - 2BE C � 7UTAL ]0.0 B.5 28.5 DL�LL DETL - 0.50' SN D-C EXCEeiioNS: LL D6tL e �o.p7" < S/76o A•B -19.ZN 6.� S/OL�LL DEFL. 66 B-C -31.9N �,7 9 S/DFPTH. 3.D ' SUPPORI' CRITERIA PLATINp CONFOAMS 70 TPI �T TYPB MORZ VER2 \'ID71( � L9S LBS IN-S% VfRtPY� PLATEMVALUES WIiH A PIN 113 -I1{ J• B T68•LOK CORPOMTION C' HORL RLR 0 -151 )• B GRIP BASED' ON. SYP LUMBER ' LOAD CASB N7 MINO YAOM RIGHT pliAT6S - '20 GAVGE 6i-]0 ��.. He/ LVMHER 57'H05S INCAEASEi )3.0� �RIPPING 515-�09 PSI PBA PAI0. LOAOING LIVE DEAD (PSP1 INCLUDES 15.ot INfREAS6 -�OQ 'dA TOA CHD 2p,0 a.7 7'PNSION 9t2• 6B! vLI pER pAIR m \5T� 7 BTN CND 0.0 �,g SHEAR qB- �72 pLS PER pAIR 'O ((�G 9� � � TOTAL 7D.0 8.5 29.5 .n' 7YPE PLA7¢ SIZE % y ' Q . NO• ' ' excaerioNS: 80810419 A•B -1�.9N a.� �001 3.00 �k 5.60 �,6 2,7 H-C -19.ZH d,� B )O10 �5.00 X 5.60 7,B ?,Z s'�A�� SUPPORT CPI7ERIA C 2001 �,00 % 5.60 4�.6 3.7 ��T 7YPE HORZ VERT NiD7'H D 1070 5.00 x 8.00 CTR C7R � ���P � �� LBS LBS 7N-S% F 3070 5.00 7f �8.00 C7R CTR P1N -T) -]6B 3- B 1001 i..00' % 1,00 CiR C7R �`roN^L � . HORZ RLR p -zg2 �_ 0 � 1392 5.D0 % 5.60 CtA J,p H 11D7 5.00 X 5.60 CTR 3.0 i��!/�� _ . I 1001 3.00 7( �.p0 CTR C'fR / / /f � . 51 1100 ).00 % 5.60 CTR p,j �,�� �.. -- - _ . = M�� �s ��� __ _ - � ' ':1 ds ' ' QN = .. ___ �'!.A.0 .+ _ 1 6. 3 320000 ��•vy �vD 8 1008 1008 ��EX "1550R" C10D4 �� - oc is-os-oa sxs.c= � • - - xo a-o� s r 0 190�5-OC Sk5.64 � 71D 1� 1V r-1= Sr.5.6 J 9I N 35 5 ii•00•0� 7x4� R 13 1Y ly 3 13 tx�G 71 ! 30 32 1 1B 1B I 3� lZ 10 29 2L �x5,6= A � 16 16 6 9 5 i1 u �o � - 11 6 �X5.6= S C B1L � S O 1R s�e= si sxe= 7X5.6= r�1� 36-00-00 BC�I � ]] 00 00 16-00•00 - 9="00'00 Unl9cer -- Vpreion 3�,0.501 - AUN DA7Ci 5-11-95 LOAD.;CA66� p� .qlNp �� RIOGE LUN2ER 9TR6SS INCREASS: ]3.Ot NOiES: C9I SIZB LUMBE0. 1.15F8 w�D�NG LfV6 DE►D (P56) 1. iRU5569 NANUFACTVRED BY - 20P 0..�] 2% � .SA-p7� 1720 r�p '�HD Z0.0 �q,� DAV7DSON INDVBTRIl9 B'fH O,BS I]( / SP-07 BTM �HD 0.0 �,9 �� ANAL7f5I5 CONFORM9 TO N89 0,29 ZX � 9D-pZ i72� TOTAG 20.0 p.5 28.5 UBC 12'pt�l5 L NDS-911. AEDETITIVB MEMEER STRES9 USFD. ExCEP7I0NS� 3. NIND LOAD9 - liB�,39BB BD1TN A'B -11,9N 9.7 7R055 I6 DE9IGN6D A9 A � LA76AAL BFACING: B'� �11.9N �,7 �IN MIND-FORCS A69 6YSTBM � 7�P CHDRD - CONiINV0U5 SUPPOAi CAI7'BRIA MIND SPECD - BO MDH 87'M tNORD - CONTINUOUS �T ZTPE HORZ vERT MIDtH MfAN ROOF HEIGNT - 75' ONE BAACE - 6-e�B-U LBS LBS IN•SX E%POSURC GTBOORY - t � IRU58 �SPACING - ]q,p Ip. A PIN � 37 •219 ]- B �, ANCHORATRUSSAPOR�AY707AL C NOR2 RLR p .2p5 �_ B LOAD CA$6 tll � NOR320NTAL LOJ�p OF 117 L89. , LUM➢ER STRE59 INCRE,�SE: 15.Oi LEPT RICNT S' P�ST� TkV9S TO eRG A LOADINC LIy6 D£AD (psp� NEEL OIN - q5% oIN - IS% �OR 73� LB9 OP UPLIFi, 10p CND Z0.0 10.0 WHILB pBRM1TTIN0 NO UPtiAkD BSM CHD 0.0 10.0 M�MBE0. .FORCCS (LHS) MOVEMfNS OF N71LL OR BRO, 70TAL 20.D �TOp [HORDS �6. FA57EN TAV55 SO 8A0 C 9UPPOR7 CRIT6RSA �� � +��� �"� ' 3811 C P-G � 15)1 C FOR i92 LBS Ol VPLSP7� JT REACT NIDTH JT rtCACT NIDTN �'8 3531 C BrA . 15)I C NHILg PENMITTINC NO VPwARO A 1280 3-Sx LBS tN-SX H'S ` 1531 C 2-C = 1812 � MOV£MBNS OF WALL OR BRG. B C 1280 3- B BOrTpM �HOJtDS �-E . isa� z E•51 - 935 r 7• ALL PILLER AND BLOCKINd LOAD USE q2 NIND FROM LEF7 61-D u 9J5 T DcC� . 1507 T LUNBER 5?xE55 INCAEA58: �3,p� pEBS MEMBERS NOT A.PART OF THE LOADINO LIVE DEAD (p5F) E-B - 7)1 i H-D . »1 T STRUCTURAL ANq�YSIS TO BE 70P CHD ZO.G ,.7 srN cxo o.o �.e D•x - �i3 c o-i - zee c PLATEDWITHI.3' x4• ror�,� ao,o e.s ze.s PIATES MII�IbIUM. SXCEPZIONS: DL.LL DEFL . 0,10• SN D•C A-B -19.iH �,7 LL D6FL - 0.0)" e 5/760 B-C -]p,9ry q � 5/DLiLL DEFL-966 5/DEP7H- J:0 SUPQORT CRI7fRI11 PWTING� CONFORMS .TO TPI J7 '(YP6 NORZ V6R7 M3D7N LBS jJ�, IGROSS 1lFEA' NE7HOD) A ptN L133 -)1C 3•SB V6AIFY PLATB VALUES qITH C HORL RLA 0 •75i 7- g T68-LOA ,COCPORpTION OR1G PASED ON SYV LUMBER LOAD CAS& N] M1N0 rROM RIGH7 ALA7BS • 20 GAUGB ST•20 r�,. HB/' LUH9ER STAE59 INCREA56: 3].0� �RTppINQ 515�-�09 PSI PER PAIR LOADING LIV6 DEAD �pSP) iNCLUOES 15.Ok INCCBASE �eQ O`sTE9 a�j� TOP CHD 20,0 a.) 7EI:SION 927• 6BB PLI PER PAIR 81n CHD 0.0 3.B SNEAR B7!- C)2 PLI PER PJ1t8 �7 �.� HO. � � T07AL ]0.0 9.5 ZE,S J7 SYDS PLATC SI2E X Y excearior+s: gpg1 Q419 A-B .la.9N a.7 A 2001 7.OU X 5.60 •.6 =.7 e-� •iy.zN e,� B �oio s.00 x s,so s.e z.x 8TATE OF 9VPPORi CAiTERIA C 2001 1,D0 X 5.6D �.6 2,7 �j� �T TrP6 HORZ VERT VIDTN � 1070 5.00 % 8.00 CiR CIR �'4JI�'� �- L85 LBS IN-SX g 1074 5.00 x 8.00 CSR CTR PtN •73 -268 3- B P 3001 =,00 X 1.00 CTR C7R rf�Q /J - HORE 0.LR 0 �-Z9= 3_ 0 0 110] 5.00 % 5.60 CTR 3.D I /� .� H 130t S.00� X 5.60 CTR 3.0 / /� S1 11D0 ].00 .R 5.60 C7R pT2 !'� � �o_-- _ . - __ ---_- - d '��r � s ���f' _ - � ds _ QN.Z - .._. N O c � . � � scza 32000o s iooe ��� �V� � iooe ���.sx issox ° " C1004 � � _ DG 19-OS-01 �x5.611 BO i•Oi 8 -+y DC7 19-OS•01 Sx5.6G HO {•07 A S1 �u r 3� Sx5.6� B' N1 I 11•OO•07 M 4-O]-I]D �x�� Na ' G N� Iy . � N3 =k�� SxB= S W� M 1L Jx10,4� 81 F6 A p PO a 3r1% p� g � ._J4 3>./� P? Ja30.�C 12 � ' r� 8 16-Op.pp '�-bl BC - 16=00.00 16-00•00 � 16•p0•00 � - 7Z-00-pp '_�-��_��- Un19[ei -- -�-- Vtreion )7,0.503 LOAD CASE k4 M1Na RUN DA]'6� 5-1�2:�g5 // RIWE. . LUM06R STRESS jNCREASE: )J,O� N07E9: CSI 9IZS �LUnOCR 1.15FB ��1NG LIVE DEAD IpSF) 1• 7AUb5E6 MANUPAC7VRED BY - T�p �•8� =X C SG�p2 L��p =OP CHD 30�.0 �,� DJ�VIDSON INDU5T0.IL5 BiN 0,9i ?x � gp_�2 1�=p 07M CND o.o �,0 2• A1'ALYSIS tONFORNS SO MB9 0.78 7X � SP.p3 9B0 7�rAL 70.o B,5 2B.5 UBC (ipI-BS 4 NDS•91) . REP2T171VB NEMBER 9TxFSS USED, ExCEPTSONS: 7• N1ND LOApg . V8C,19Be EDISN A-B -1'l.9N �.� TRUSS IS D6SIQNED �S A LA7Ep�L BRACSNG: B'� -16.9N �,� MAIN YIND-pORC6 RES 9Y91EN TOP CNOAD . CON?INUOUS SUPPOp7 cRIrBPIA MIND SPELD - BO MPH B7M C310AD - CON7lNUOUS '�T TYpE KDAZ� VERT H7piN ME� A00► If63GXi - 25• ,.- 7RU59 9PACIN6 - 21,0 IN. LBS LBS IN-SX ExpO5VR6 CAT&OOAY - C . A PIN 0 -739 � )- B OCfUPAtiCY CATEOORY . 1 ' LOAD CA9C pl C HORi pLR p ,Z�y .�_ B a. BVILDING DESIGNER I9 - ,,,.� LUMBER SZRE59 INCREASC: 15.0� RESPONSIBLE fOA J1DEpUA7B � LOADING LIV6 DEAD (PSP) LEFT RlGH7 DESIGN Op 7RUSS 70 8FG TOP CMD =0.0 30.0 HE6L OIN • 15% 07N - 9S% p�Tfi CONN6ClION NHICN BTM [HD 0,0 10,0 ALLOwd 0,57 INCH69 OP 707AL 70,p 20.0 CO.D M6MBER FORC6S (LBS) HORt. MOVENENT AT JOIN7 C SUPPOR? CRI7ERIA '70P CHORDS 5. FA9TfN 7RUSS 70 BRQ A J! REACi NID'fN Jj REACT M1U7H A-G a )706 C C•H a 3]66 C FOR 31{ LHS OP UPLIFT, ' LBS IN-5% L85 IN•9X K�B ' =30B� C 8-I � 2308 C �HILE ➢ERM177ING NO UPWl�RD A 12�y �- ! G 1380 3• B I�J • 33�6� C� J-C - 3106 C MOVEMENT OP YALL OR BRG. 80TTOM CHORDS 6• rJ15?EH TRU59 TO DRG C LOAD [ASB tl7 MIND PROM LEFT A F � ��SD r P'D � 26�6 i r�A �1� LB9 OF VPLIFi, LUMBER 9TRESS INCPEASBi 33.Ot �-e ' =616 7 6-C - 3t50 T MNILB pERMlTT1NG NO UPWaRD LOADINO LIv[ DEAD (pSPI WPeS MOVEMENT OP MALL OR Bp�, ' SOP CMD 20.0 �.7 �'P = 3S5 C P-R . Ste� T BTM CtiD 0.0 J.B N'D • 67i C D•8 z2a7 T 707AL d0.0 A.S 2l.5 ��I ' • cxceezions; e-J - azs c =�e • sta r � � ��R �p ��K�p� A-B -19.2H t,7 DL•LL DEPL . 0.69" SN M-8 ��MBEqB NOT A PqAT OF TH� J=PPOe-C .7�.9N �.7 LL DEFL . �D.29• < i•,• RZYP¢3TER�ORZ VERi N1DiH DL.LL IIORZ • 0.5J^S7/�'�fb� �RUCTURAL ry1�ry(,YSIS TO BE LES LBS IN-SX S/DL.LL DEFL-556 5/DEP7H. �,p pLNTED W�TM �,�' K 4• J' pIH 95 -31� 3- B PLAT�S MINIMUM. C NOA2 ALR 0 -'16B )- S ALATING CONFOAMS 7'0 TP2 VEAIFY p{�'fgMyALVES MITIf LOAD CASH p3 MIND FROM RlCM! LUtlDaR� 57RESS INCREASP: 3].Ot TbE•LOK�CORPORATION � LOADING LIVB DCAD (ASP) GAIP BI�SEO ON SYD LUMB£R ' TOp CHD ]o.o a.7 PLAT65 • .�o cAqGE� ST-ZO � (ip7'���L`��DE� BTq CHD 0.0 ),g GRIPAINO 515-�09 GSI PER PAIR �(� 70TAL I0.0 B.5 28.5 JNCLUDES 15.Oi INCA6A5& DIRECTCY�,qPn�ED(9UCH>pg LX�LPTION9: rEN530H 9ti- 6BB PLT PER AA1R A-8 -1d.9N a.7 SHfAR c�B- �7] PLI PeA pAIR �FILLERRRFABjTOHAVE � e-c -is.xN �,� Ji iYPS PLA7E srz¢ X Y y�'��OfCCOtd7�NUpllB 9UppORT CRf'pCR2A A 21D1 ).DO XSO.aO 6.9 2,� Jr TYpE HOAt VER7 M1D'('N �T�R�BFWC�S. LBS LBS IJ1-5% 8 �001R �.00 X 5.6o CTR CTR A p�H -95 -268 3- B � =301 3.0o X10.�0 6.9 7.) 1, � XOR2 RLR 0 -)1< )- B D 6D11 5.00 % 8:00 CTR 3.1 t1 L' nB� P 3030 7,00 X 9.00 C7R CTR 060QG1Sr�'9,s� � u iiio s'oo z s:io crR iTO � �� NO. F �� a iooi i;oo a i:on cTrt cia gc081041g . R - Df,Ail IS ROTqTED 9Y 90 DEO Q vTA�'�. '� __ ' - - 'R �i,�.�. b { � • c� ' . __ . � 1�_d S _ . Q N z . _.. . _ __ N o S ,. _ r7 �NA�'c�' � - ( S SP - ...........w vva --- . XRRR ICENTER "1550Ru C1004 � . ` nc ii•o�-i: �x�=. xo a-o� e tc e-oa-oc �� HO 3-09-OS 12 B 7xfQ 2 R 6-06-3� 7 3x�. � C ]k�� ? A 1 ei e 3x1o,o= D 7x�II _� � 9-O)•31 8C . 5-08-OS � �15•00-00 15•00-00 Uni9[er -- yerelon �7,0.501 LOdD CASE �p3 wIND FROM AIGNT RUN DATC: 5•13-95 LVY,BfR STRESS INCREASE� )),Ot pLA7ING CONFOAM9 TO 7pi C9I SibL LUMBER 1.15FD LOADING LIVE DEAD IPSPI «AO55 AREA METXOO) 70P CMD 20,0 9.7 �EA1FY PLA7C VALVES Ml'(H TOV 0.<) 7X ♦ SP-M1 1720 TEB-LOK CORPORA?lON BTM 0.11 1% 6 9P-tl2 17Z0 BTM CHD o.0 ].B GRIP BASED ON SYP LUMBER M83 0.16 ZX { SP•p7 980 T07AL �0.0 B.S 28..5 PLATBB - to GeOCe 57-70 REPETITIVE MEMetR SIR655 VSED. eXfLP7ION5: GAIPPING 515-�09 PSi PER PASA A'8 -11.9N 1J �'� •17.ON O.G INCLVDES 35.0\ INCRCASS LATEItAL BRAC7N0; B.� SENSION 922- 6B! DLI PER PAIA .,, IOP CMOAD - CONtINU0U5 -19.]N �,7 SNfAR !3B- 47� ALS P2R PAIR �� BTM CHORD • CON7INVOV9 SUPPOR2 CR3TERlA TNUSS SPA[INO • 2�,0 IN. J7 TYPE HORL vE0.t NID7N JS iYpE PLJ�T¢ 9I2E 7I� Y " L95 LBS IN•S% A �2001 ].00 R 1,00 C,7 ),� ' LOAD tAgg py A PIN 138 -]16 ]- 8 8 7001 6.00 X �.00 C7A 2,2 LUMBER 9TNCSS 7NCR6ASE: IS.O� � HORy RLR 0 -138 3- B C �110 3.00 7I �.00 C7R C7'R LOADING LIVE DEAD (p5P) D 1000� 7.00 X �.00 C]'R CTN TOP CND ]0.0 10'.0 LOLp CASC tl� YIND // $70GE E 1070 3.00 X30,�0 C7R CTR BTM CHD LUMBEN 57RE55 �INCR6ASE� �37.0f F 5001 7.OD % �.00 C7R C7R 0.0 30.0 LOADINO 'LSV6 DEAD (PSY) TOTAL 20.0 70,0 d0.0 9UPDOA7 tkIIERiA TOP CND 20.0 �,7 9TM CMD 0.0 3.8 N07E5: J7 kEAC'C NIDTH JT REACT MjDTH 3. 7RUSSES MANUPA�rVAED B7 - LB9 IN-Slt 707AL 70�.0 B.5 7s.5 D89 IN-SX ExCfPTI0N5: ��iDSON ZpDU5TRI09 A 600 3- B D 600 )- 8 J1-.B •11.:9N t,7 =• AN7�LYSI9 CONPOAX9 TO LOAD CAS6 tli MIND PROM LEF7 D � I�-9N 0.0 UBC (TPI•05 i NDS-91) . 8•C �• NIND LOAOS - UBC�19B! EDIiN LUMBfR 57A6SS SNCAErSE: )3.Ot '?��.9N 4 J tRUSS !S DESIGNBD AS 7� LOADINO LIVE DEAD (PSF) � SUPpORT CRI7ERIA Ml�TN NSND-FOACB 0.E9 BY9TEM TOP CHD Zp.O �,7 ' `�T TYPg H00.Z VERT B3DTN LBS .GBS 1N-S% WIND SPB@D - BO MPA B7M CND 0.0 3.B MPAN ROOP HEIGXi - 75' 70TAL 20.0 8.5 ZB.S � pIN 1� -110 I- B £%POSVRB C!�?600RY - C 6%C6FTIONSi � � HORZ RLR 0 •g6 7- 8 OttUPANCY CATLCORY - 1 A B �19'�N �'� �• ANCNOR TRUSS ►OR A 702AL B:Q 30.6N 0.0 HeEL OiNLeCT35% RSCX7 HOAIaON7AL LOAp OF 1)6 LBS. -1<.9N a.7 . 5. PASSEN TRVS6 TO .BRO A SUypORT fR27¢RIA MiNBER POAfES �LBS1 FOR 160 LB6 OI �PLIPS, �T rYPL HOR2 VL�AT NIDTN NH1LE DERNI7TiNG NO VPMARD L89 L85 IN-SX �70P �NORDS MOVEMENf OP NALL OR BRO, A p=q A-P s 663 C F-8 . �11 C 6. FASiEN 7RV59 TO BRO D 95 -360 7- a 111 C D HOR2 RLA 0 -1J3 )- B e � . ►oA 13B L89 Ol UPLIFT, H01'1'OM tNORDS NHiLB PBAMITTlNC NO UPNARD �'E " 552 i 6-D . 41 C wEBS MOVEMEN7 OP MALL OR BAG. F'E � 75Z C 8-B 1�6 7 E"� • 371 T D-c � 5<6 C eQh L� HB/�S DL�LL DEPG - 0.]1• IH B-C Oy �G,`S rfi9 3� � � - LL D¢AL = 0,01'� c S/360 � Q N�, lC ? S/DL�LL DEFL-B65 S/DEP7N+ _,� eOB�QQ�9 :, srA�pF -.. . . . 9 t . eI � ' . • . '�//.�� .. ' - 1 d'S,� '_ 2 fV I /, � _ ._ � _'_- ._. NO c .� _ . .,�/ /� � �� �I... _.A -• -- --- � ..�.v. ri-nl OVE - ; l SCI2 320000 �NGS JOB e iooe iooe x�a�e.e ` CENTEX' "1550R� C1004 � ' _ � .9075-0� 1x5.6�11 B .�. m ,90�5-01 Sx5.6G N T1 IU �-�+ 9 10 Sx5.6� oI . M� 1? 13 I 31.00-07 W 5•OZ•iDD 3xaC N�� � �3 N11 16 �3B ... 71 tx1� D M31 �i 2 T N7 SkB= 10� iL 7x10.�i � el F6 9 F P1 �6 )x�� w15 � 17 � _J4 � i5 . F= 3x10.4� _ 1T C 7NAY1_L`'� Q SC. � i6-00•pp m � B� 16'00'00 1i-00-00 g 1G�00•00 � __ 72-00-00 Oh15[nk -. VerBlOn ]7,0;501 AVN DATE: 5-11-95 LOAD C115E p� MSND /� AIDGE .LUMB[A SIRESS 7NCR£ASZ: ]),Of NOTE9: CSS SIyE LUMBER 1.SSYB LOApING LIVE DBAD �pSP) 1• IRVSSE9 HIWUPAtTVRED BY - SOP O.B7 7X l SP-p= 11t0 70P CHD 20.0 �,� DAVIDSON IHDU91'N3ES 8]'M 0.96 2X C SP-tl2 1�i0 B7M CXD 0.0 7,�8 2• NdALY5i5 CONFORM9 TO NBS 0.78 Zx � SD•p) gB0 TOTAL 20.0 !.5 ZB.S UBC (TPI-BS i NDS-91) . RfpE77TI�E NFMBER SiRE59 US�D. EkC8P7I0N5: J. NTND LOAD9 - UBC,I9BB EDl7N A-0� -11.9N �,7 TRV55 IS DE9IGN8D AS A 1.hTERAL ORAGINO: B-� •1�S5N �,7 MASN MIND-YORCB AES SYS7EM TOP CHORD - CONPINUOUS SUPPO0.T CAI7EAIA NIND SPf[D - CO MPH BTM CHORD - CONTINUOUS �T TYpE HOR2 VER7 uID7H M� ROOF MEIGM7 - =5• '� 7RU55 SPACING - 24.0 IN. LBS LBS IN-S% OCNPNiCYCCASECORY•-�1 A PIN 0 -219 3- B ,,..� COAD U56 pl � � NOAL ALR D -ply �. e�, 4. BUILDING DE9IGNtlR S9 LUHUCR STRE59 INCREASE; ]5.0! R6SPONSIBLE FOR ADBpVATE LOADlNC LIV6 D£AD IDSFI LEFT RIGNT DE9lGN 0� 7RU55 TO pR0 TOP CHD� t0.0 10.0 H¢EL OIN - ISX DIN - �SX PLATB CONNCC730N MNICH 8TN �HD 0.0 10,0 ALLON9 0,57 SNCNES OF 7o7AL 30,0 t0,0 1p,p MEMf'�A FORCES ILBS) HOR2. MOVEMENS A7 JOINi C SUPp01tT CNISeAIA 70P CHORDS 5- F�7EN TRUSB TO !RG A JT REACi NSDTH JT RE11C7 NID7N A-� ' 3106 C G-H - 33�6 C fOR ]lt LB9 OP UPLIPT, � 12i9 Ij.sx LBS IN-SX H�8 ` Z�OB [ B-I . 7308 C WHI� pEFHITTINO NO UPiIARD B C 1]BO )- 9 =-� ' 3316 C J-C - 3�06 C MOV£M6N7 OF WALL OR BRO, 80TTOH cNOROS 6. FASTEti TAUSS TO BRO C LOAD CASC q] uINO FROM LfiYT A'� ` 3�50 T P-D a 16a6� T i00. 31f Le5 OF UPLiFT, LUMBER STRES9 INCAEASC: J3.0� �-E ' �6�6 �T' 6-C . 725p 7 NNILB pEAMI7iING NO UpWA� LOAD3NG LIVg DCAD �pSF) wEBS MOVEMENT OP NALL Oa egG. TOP. CHD a0,0 d,� G'F � 3Z5 C F-H . 548 r o.o B - zza� r M CND � B H-D .. 626 C D- iOTAL 20.0 B,S 18.5 �'I ` 676 C I'L � Sa0 T PxCEPTIONSi 6'J = ��S � "1. /u,� H�p ANO BLOCKINQ A"e -19,2N a,� DL•LL D£PL - 0.69^ IN H-B B-C -1�.9N e.� LL DCFL - 0.29• e S/760 MEM8ER8 NOT A PART OF TH� SUPp0R7 CRITERIA DL.LL HOAZ .� 0.5)• Af C sTRUCTLRAL NNALYSI$TO ge JT 7YPE HORZ V$R7 NID7N LBS LB9 IN-SX S/DL�LL DEPL-556 S/DEPIH. �,p p��D WRH t.8• � 4• � HOAZNRLR 90 -Z68 3- 8 ALATINC GONFOAMS TO TPI PLATF.S A�TNIMUM. VLRIFY �PLATBMVALVES WIIN LOAD CASB y) NiND FROM R1GN7 LUMBER 57N6S5 TNCREASE: 33.Ot 7EP-LOK COApONATION LOADING LIVB DE�1O (psp) �A�p BASED ON SYP �LUf7DE0. TOp �i1D ZO.D 4.7 PLAT69 - ZO GAUG£ SE-ZO BiM CHD 0.0 ].8 GRINCLVD051S75�OIpINCRElSgAIA � Bpn'p(yp�{ORDA.WfT}ip[��g� T07Ay 20.0 8.5 28,5 TEN9ION 977- 6B6 PLI. PER PA1x D�RECTLYAPpVEO(BUCF��A9 ezccrrioNS: A-B •10.9N 4.7 SHEAR 838-. {�1 YLI LER PAIR {N��-R e'� -19.2N �.7 J7 2YP6 PLATE SI2B % Y 10'.O"� 8�T��V� SUpPOA7 CRITERIA a Z101 7.00 %SO.aO 6.9 i.3 ��� �T TYPG NOFE VERi 4ID7H �� LBS LB9 IN-SE B ���1R /,00 X 5.6D C7R NfA C Z1D] ),00 X10,S0 6.9 Z,� �� NORZNpLR 90 -)ld 3- B � `a�l S.OD % 8.00 CTR 1.3 e 1030 3,00 X O.OD �CTA CTR 0Q� `• He''S s lolo �,p0 X a.00 CTR CTR , � H 1130 5.00 X 5.60 CiA ;T; .��� ���S�F9F3m ! iiio s.00 x 5.60 cr� �,o Q' NO. Q � . a iooi z.oa x �.00 crR crrt 6D810418 . - - -' R ' pL4T8 IS korA7ED BY 90 DEG� q arArE.DF _ = r - d- '�Di�J�' - . " ld5 _ " QNI ' /--�� . N O C .-.� _ S/w.