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0163.97 Truss Plans
� yv�u� aacG �r�uv Yt-tSl OVER}tANGS JOB �R� 1 SCI2 320000 8 1009 1008ICENTEX "1550R" C1004 � :� "�"` ar� �s•os-a +xs.en _ x a-o� e oa is-os-w xo 4-0, • sxs.6o N ri iv 12 9, 10 M1 Sx5'.6� � 11 17 I B 31•00•07 '�W tx�a w� 5-02•13D Q W3 N11 16 r1B Zx�l N3 J 71 � D'N11 �71 3 Za M2 SxB= N 3L ]x10.a� B1 F6 9 9 Z6 A F P� M35 � �Z� �x4i4 � 25 �,= 3C30.1� 1IJ .�V m ]x4C � 2C $ ° 8C 16-00-00 1f-00•00 g � 16-00•00 1f-00•00 32-00-00 On15Cet -- Velelon 77.0;501� IAAD C7�56 p� u�ND // ASDGE AUN DA7E: 5-11•95 LUqBEA STRE55 7NCREaSE: 7),'0� pOTE90 LOADING LIVE DBAD IPSP) 1. IAUSSE9 MANUPACTURED BY - CSI SI2E LUqB6R 1.15F8 TOP CHD Zo.O �,� DA�+IDSON INDV91'RlES 20P O.B2 7% a SP-p2. 3�20 B7M CHD D,0 ),B 2• �ALYSIS CONFORM9 TO B7'lt �0.96 2X l SP-p� 3770 202AL 20.0 !.S 28.5 VBC (TPI-BS L NDS-93) . �WBS a.7B TE � 5P-11) 960 E%CBPTioNS: �• MIND LOAD9 - UBC,1989 EDITN ' REpETIT1�8 MEMeER 57R659 V5�'D. J1•B -11.9N �,7 TRUSS 35 DE8IGN8D AS A 0-C •l�,gp i.� MAIr7 aIND-FORCB RES SYS7EM LAfEML BRACINO; SUPPORi CAITERIL � NIND SPEfD - BO MPH TOP CNORD - CONTINUOUS JS TYpE HOR2 VE0.7 YIDTN MElJt ROOP HEIGHT - 7S• 87H CXOAD - CONTINUOVS LBS LBS IN-5% EXPOSUFS CA7£GORY - C �' TRUSS SPACING - 31,0 3N. A' PIN 0 •t19 3- B OCNPANCY CATEGORY - 1 C HOA2 ALR 0 -739 J. B. 4. BVILDING DE9IQNGA S9 .,.i LOAD CASB ql � RESPONSIBLE FOR ADEQVATE LUMDCk STRES9 INCREASE: 35.-0t L6FT RIGHT DE9ICN OF iAVSS TO DRO LOADING LIVB DPAD (PSFI HfEL OIN - t5% OIN - t5% P�T6 GONNCCTION pHICH TOP CHD 30.0 10�.0 ALLOW9 0.57 1NCXE5 OF 8TM CND 0.0 10.0 MEnBLR FORCES (LBS) HOAt. HOVEMENS A7 JOINI C 707AL ]0.0 20.0 10.0 TOP CHOADS 5. PASTEN TRUSB 70 !RC A SUPPOR? CR1TGRtA N - 3316 C POR 73{ L89 OF UPL7P7, J7 weACT w3DTH� Ji REACT WSD7H x-H �- 2�08 c e-i uNIL[ PERMITTINO NO UPUARD LBS IN-5% LHS IN-SX I-J . 33�6 C J-C � �308 C 11pV£MEN7 OF WALL OA BAO. A 1279 J- S C 12l0 )- e 80'fTOH CHORDS ��06 C 6. FASTEN TRVSS TD BRO C LOAD CASE p1 W7ND FROM .L6P7 �"� ` ��50 T� F-D - 76a6 t NHIL61PERMIS7INGpNOFUPWhI:D LUheER STAES9 INCREASE: JJ.Ot D-& . 26�6 T 6•C . )250 Y MOVEMENT O! NALL OR BRG. LOAD3NG LIyE DCAD (ASFf C•F - 3t5 CEBF•H TOP- [ND 70.0 �.7 N-D . 6i6 C D• 54B 7 BTM tHD 0.0 �,B B • JZq� Z T07AL 70.0 8,5 2E.5 E•J e 3t5 c I�e ` sae r [zCEPTI0N5i �• /1LL F1U.EA AND BLOCKINm A'e -19.3N a.� DL•LL D£PL = D.69• IN H-B MEMBERB NOT A PART Of TH� B-C -19.9N �,7 LL DEFL� - D.I9'. < 5/]60 yn�� SUPPORf tAiTERII� DL4LL HOR2 . 0.53• Ai C 61nVCTURAI ANALVSIS TO Be JT rYae HOR2 V�^Rf NID7N S/DL�LL DEPL-556 5/DEP7M. ),0 Pu���}{ �.6� �( 4' A PIN LH95 L]1C .I]-SB . . P(.A�B �(NUU((�. C HORZ RLR 0 -268 3- B PLATING �ONFORMS TO 2PI �(GR055 AREA METNOD) LOAD CA56 Y7 MIND FROM RIGM7 �ERI�Y p�T6 VALU£5 yITH LUMBEA STNE55 7NCAEASS: 33.Ot 7EL-LO[ COFPORATIOM' LOADING LIVG oEAD (YSPI CPIP BASEC ON SYi LUNDER TOP fHD Z0,0 �,� FLAT69 • ]C GAVGE ST-]D eTM CHD 0.0 �,g GRIPpINd 515-f09 PSI PER PAIA � BOTTOp�p{ORD9Wf71ipil��gHPp tor�� zo.o e.s ze.s =NCLwes is.o� iHCRCxse p�REGTLYAPPUED(6UCHA8 6XCEP230N5: rEN9I0N 9=]- 6BE PLI PBR 'P/1iR A-B -1a.gN a,� SNEAR 83B• 4�1 PLI PER PAIA INRLLEqqIiFAg�TOHAS� 8'� -19.]N a.� Jt 7YP6 PLAiE SI2B % Y �a'�Q� 9UPPORi CRITNRIA r 7101 ).00 X1o.a0 6.9 2.) ���� JT TYPP HOF£ VER7 MID2N B JOO1R ��.00 X 5.60 C7R �CPR LBS LB9 IN-Sx C 71D1 ),00 Xi0.f0 6.g 7,� ,�� MOR2NRLR _90 -J36 )- 0 E 1010 3.00 X �,00 •CfR CTR eQh t• He�'S. c i'ooi i:oo z i;oo CIR CTR ;� (`O,STF��� . N 1130 5.00 X 5.60 CTA 7.0 Q N�. �7' 1 iiio ,s.00 x s.so cr� 3.0 80910419 . J 3001 7.00 X �.00 C7R �CTR' _ R �.. Vyl�T6 IS ROSATED BY 90 oee� „ �STATE�OF � '�i�' S/ONAI�� � s t - d� . :,.,�����-_ �_ - .-., � , r .� .. ._ .-. ._ . . . - ' -- - - - � .o � r. �6et 5 SP ' '--°--.y . MARR __ CSNTEX "1550R'� C1004 � � � �1}=0�.1: fx1S " 'HO �-07 - B DG:!•Ol-06 H0�7-09�05 32 . . B Zi1�� � 2 R . 6-06-N 7 � 3 3x�0 C ]X6- � .. A 1 81 s . 3x10.a= D a 7xa II _� ^ 9-03-11 eC 5-OB•OS 35-00-00 � 15•00-00 . Vni9ter .- Ver0lon 9'1.0.501 LOAD CASB p3 aIND FROM IIIGHT PL�7ING CONFOAH9 TO 7PI RUN D�TE: 5-31-95 LUM6ER STRESS 2NCREASE: �3.�Ot (GROSS AREJ1 METHOD) LOAD3NG LSVE DBAD, (PSp) V&AIFY pLAYL VALVES MTTN C9I SIbG LUMBER 3.15FB 7oP CxD 30.0 9.7 70V G.�Y Zx� � Sp•p2 1�2a iEE-LOK CORPORA7'ION BTM O.Ii 2X 6 9P•M2 37�0 07N �CND 0.0 3.B cRIP BASED ON SY7 LUMBER 485 0..16 2X / SP•tlJ .980 �TOTAL 70.0 8.5 ZA.S PL)�TB9 - 30 GAOGE SI-ZO kLFE7ITjV$ MEMBER S7AE55 'USED. AXBEPiI0N5: GR3PP3NG 515-�09 PSI PER PASIi •1�.9N !.7 1NCLVDeS 15.0� TNCRPASS D-C -17.ON o.0 7ENSION 923- 6BB p(,= pgR FAkA LASERAL BR�CINO: B-C -19.2N �,7 SNEA/L B�B- 173� ALi PBR PAa0. ._ 70P CNOqD - CONTINUOVS .SUPPOR7 CRITERIA 8TN CHORD - CONT2NUOV9 J7 TYP& HORZ vERi wIDtH Ji tYFE PLAYB 3I2E A 1 SNV55 SPACINO - 2q,0 TN, L85 LBS IN•Sx A 2001 7.00 R {.00 �.7 3.3 LOAD CA98 pl A PSH 138. -136 ),- B 8 5001 4.00 X �,00 C7A 7.] LUMBER 9TRE55 1NCREASE: 15.01 � MORZ RLR 0 •178 )- B C 4110 7.00 ]I �.00 CTR CTR LOADSeG LIVE �DEAD (PSF) LOAD �ASE .p� N7ND // RIDC6 D a000 �.00 x �.00 CTA CT0. 70P CXD 20.0 SO'.0 LUMBER .SSR¢SS INCREASEi �3;�,0V. e 1070 3.00 X10.�0 C7R C7R BiM CXD 0.0 3D,0 ... P 1001 2.00 x a.00 CTR CTR 70TAL 20.0 70.0 00.0 LOADINO LIVB DEAD (PSi) TOP ,[HD 20.0 �.7 N07E5: 9UPPON? C'RITER7A B7M YHD� 0.0 3.B 1. 7RV6SE5 MANUFACiVAED BY - JT REACT WjDYN dT REACT NZDTH 707AL 70.p B.5 38._5 LB9 1N-Slt L89 IN-SX ¢%CEPTIONS: ��=DSON INDUSTRIB9 A 600 3- 9 D 60D 3• 8 2. AN7.LYSI9 CONPORM9 ]'0 A-B -11.9N �,Y VBC (y'PI-85 i MDS-91) . LOAD GA56 p7 MIND PRON LEF7 D•C 31.9N 0.0 ), NIND LOADS - VBC�I9BB EOI7N L{MBER S7AE55 INCAEASE: 7�.0! B•G -1�.9N 4.7 TRUSS IS DESICNGD 1f5 A �LOaD2N0 LIVE DEAD (PSF) � �SUPPORT�CRITERIA Ml�IN NIND-FOACC RE9 BY9TEH 70P� CND Zp,.p �.� � JT �7'YPB HO0.Z VERT NIDTN WIND SPGBD - BO hPN BTM CHD 0.0 3.8 LBS LBS ;IN-5% MFAH ROOP HEIGHT - 75' �` pIN 1) -330 3- B ExPO5VR6 Cl�T640RY - C 707AL 70.0 8,5 28.5 . D NORt RLR 0 -96 ]- B CXC6PTIONS� OCCUPANCY CATECORY • 1 A'e -19.7tt {.7 L¢Fi 0. ANCHOR TAVSS I01t A 70711L D-C 30.6N 0,0 RI�„= NORIEON7AL LOAD OF 179 LBS. B'Q -11.9H a,7 NEEL 07N - �SX 5. PA57EN 7RV55 TO BRO A SUAPO0.T CR1tCRIA FOR 360 LBS O! UPLIPS, JT SYPL NORZ VERT MID7N M'oM3ER PORCPS (LB51 NH1LE PEAMI772NG NO UPMARU 7oP CHORDS MOVEMENT OP NALL OR BRO. L89 �L85 IN-SR A•:F . 667 C P-B . �rl C A pIN 95 -3E0 ]- 8 6. FA57EN 7AV59 70 8Ra D D HORZ ALA 0. -1)] 7- 9 B�� ' �11 C . ioR 13B LB9 OD UPL2fi, HO7TOM CXOaDS qHIL6 P2AMITTING NO VPMAR� A'E - 552 T H-D . {� C MOVDMSN2 O� vALL OR BRG. M'EBS .- F•E � 752 C 8-B . 116 7 yeQ�`� H8�/�d E-C . 371 T D-C = SC6 C DLiLL'�DPPt._ O.Z3• :N e•c ' 'o. �GISTLcA�4y�. . . L1.�DEPL a D,O3+ � S/360 Q N� � , S/DG�LL��DEPL-B65 �6/DEP7N+ =,4 8091�19. : � $YA�� . . " -. ' � ��R� -" . S/ Al 9.. � - � - , � � _ . ,. .. _ . ._ _ _ _ _ AlAT 151495 y 'vV CENTEX "1550R" C1004 �2 SCIT 320000 8 1008 10AB I" ` ��`Y� I1V� .YS-os•o� axs.c�lf - - x°rd a-o� s � DO 19•OS-0� HO �•0� ° Sz5r6%' .A. - _ _._ . - ' 11 lU . .1x Sx5:6J � N3 j " 0 11-00•09 - p 2x�� N6 5-07-1JD �. y3 , . D N3 �x�� 71 SxB= J M2 M 1L 3;10.4! �el' F6 F� � 2 P 7X1% P] 6 �J4 3r.��: F2 3Z30.4C � �a c rc g is-oo-ob BC - 36-00�00 16-00�00 � 16•00•00 33-00-00 Uni9tsr -- version 37:0_501 LOAD CASE p4 NIND // AIDGE RUN�. DA1'6r .5�-11-95 LUMO6R 3TRE55 INCHRASE: )],p� N07E9: �.IAADING L7�E DEAD (PSfI� I• TRUSSES MANUPACTUAED BY - SOP OC87 �JI(Z� SpM��R Si��5�F8 TOP CHO 20.0 �;7. � DAVIDSOM SNDU57RIY5 IBIN� CXD 0.0 ).;9 =• ��LYSIS CONFORMS TO BTM'�0.'96� .]K �� SP-Y] �730� 70IAL 20.o B.5 JB,S UeC (7PI•B5 i ND5.9�1 . WB9 0.78, . ZX �I SP-p3 9B0 �EZCEPTIONS: �• M1ND IAAp9�. - UBG,198! EDITN REPBT3i2V6 MEMB6R 9TAPSS USED, A-.g TRV55 IS DESI4NED AS l� B•CI �11..9N ��;:� MAIN ViND-FORC6 RES 9Y9TEM LATERAL BRA�ING: -1�,9N 4.7 N1ND SPE[D - BO rypq SOP' tNOAD - CONtINVOVS SUPPORT CRI7ER7A MeAN AOOP NEiGXt - 25• 8'tM CNOAD - .CONTINVOUS • `� TYPE HoRZ VERT M1DTR [%POSVAB CATEOOAY - C �- SRV59 3PAttNG ��- -2/,0 IN. A PIN LBS L85 IN-S%� OCN¢ANCY CATE06RY • 1 C HORZ pLR 0 -]19 '�- �8 �• BUILDING DESIGNER I9 LOAD tA9C p1 RESDONSIBLE tOA ADEpUA76 ,��� .LOMBEfl 57R659 INCREA$g: lS.Ot LEFI DESIGN OF SRUS6 TO 6R6 LOADING LIV6 � DEAD� (PSP) �xEBL OIN • �SX 07pRlGH'SZ PLA78 CONNBCTION NNiCN TOP CMD 70.A 10,0 ALIAMS 0.57 INCN66 OP B7M' CHD 0,�0 10,0 h6MeER FORC6S IL65) NOA�. MOVEMFNT AS JOiN7 C 707AL 10�.0 p0.0 40.D �TOP �CHORDS 5, FA9TfN SRV55 70 BRO p �SUPPORT CRL1ERIlt A-C = 3706 C C•H � 7]n6 C FON 314 LHS oF VVLSFT, J7 AEXCY NIDTN JS RgAC7 MIU1'H R-B . 3708 C B-I � 7308 C wNfL6 PERMIf7tNG NO UPqARC LBS Ip-SX L85� 7N•9% 'I-J .. 3J�6 C J. MOVEMENT OF MALL O8 BRG. A 1t79 ]- ! C 3280 L� 8 � 80STOM CHORDS 3706� C 6, lA57EN 7RUS9 SO BRG C LOAD CAS6 tl� M1ND FROM�LEFT A�F � ��S� �t P'D ��- �2616 T FOA JN LB9 OF VPLIFT, LUMBER STRFSS �TNCREASE� 33.Ot ��e ' 2616 i 6-C - 3250 t �ILB PERMiTT1NC NO VPWARD N[BS� KOVEMENT OP NALL OR BRG. LOIWINO Livt DEAD (PSP1� G-P = 7t5 G F-H . Sl8 T TOP CMO 70.0 a,7 N-D . 676 C D-B� . 21a� r ;BTM CND� D,0 3.! D-i - 626 G .2-8 . 54B t roraL ao.o e.s ze_s e-a . 325 C 7. AlLFlI,LFRANDBLOCKIh10 cxceeiI0N9: - A•8 -19.2N �,7 DL•LL DEPL . 0.69+ IN� H-B ���8EH8 NOT A PART OF THE �B-C -N.9N 1,7 LL��DEFL � 0.29" e s/�co � STqUCIURAI ANA�Y51S T6 Be SUPAORT CAiTERIA DU LL �HOAZ� . 0.5]• �7. 0 `Tr rYpQ AORZ VERT 41DTH .S/DL:LL-DEFL-556 s/aerrx-� a,o PLATED WITN 1,$' !(4• L8S LBS � IN•SX PLAT�S MINIWIUM. A QIN 95 •)1� 3- �B +PLATING toNFOCMS 7'0 TPS C NORt RLR 0 -268 7- B �(GA055 AFfA METHOD) ' LOaD G56� q3 MIND FROM RIGHT �eRIFY. p1,J�T6 VALV65 YI7X � LUMOER 'S7PESS 1NCAEASE: 3J.Ot :TBE-LOK WRPORATSOH LOADiNG � �:LIVB �DBA� (pgp) 'PtiA765A5Ea0 GAVGE STM20R iOP CHD 7D�.0 9J GRSFPINO 515�-�09 PSI PER PAIR � �Orr��r''��DSVI�'�(3ITI.�}fT'('� BiM CHD 0.0 ).-8 INCI;UDES IS.OY INCR6ASE ��REGTLY'AAPIIEb(BVCH�A3 SOTAL 20.D B.5 ]E.5 .TENSION 922-� 6B8 PLI PER eAZR� fNFILlERRRF�qB)�70�HAVE ' 6XCLPTION9: A-8 �11.9N 1.�7 SNEAR e78- ��2 pLi PER PAIR� � J7�7YP6 PLATE 5I2E % y �� ���O�L�CQN��NUOl�B BUPPORT CR77LRSA � � A 2101. ).00 �X10.�0 6.9 2.] ��R�'Bfl/t�$, Ji 7YPE NORZ VER1' WIb('H 8 7o01A �,00 x 5:60 CSR CTR LBS L95 IN-S% C J202 3.00 %lO.�p 6.9 9,3 0Q� `.: HB/'S A pIN -95 -268 3- ! C NORZ qLR 0 •�14 �• B D 50�1 5.00 x e.00 �CTR 3�.�! 6 101a ),00 K {.00 C7A C'fR P ioxo 3.0o x r.00 crn cra ob GISTE 7j H �1110 5.00 % 5.60 C7A '7T0 ' Q� H0, 9� �S� x izto s.00 x s.co cra �;,o gpg��19 .7 �lao1 2.00 x t.00 cTR� "ciR R -' PIASE IS ROTATED BY 90 DEO s TATE� ���,��,,g� , . - .' .�NALF?'-' . . ;�,. .. _ .. b,t "',d ' 7 .� c _ • rr i� � .. .. � � _ . . . _ _ AY •� ' "�_' rr�vH V VD 1 s. 3 320000 8 �ooe iooe �r�RR � ICENTES "1550R" C1004 � , - �N0��99075-0q � :Sx5:6= � 8 DG 39�-OS-Oi ^ • HO �.07 Sx5.64' " � 710�� � � 1U , � .. .i= - 1� � Sr.5�.6J �� � H, 15 : S 11•00•07 Zx,y� P 13 '�' ly � 1 13 � 3x��i T1 � B 10 13 ] Se 18 7 12 �10 29 ZL Jx5,6= j6 15 .A S �6 :.� 9 ,13 1a � 30 � 6 3X5.6= _, 11 5 C 1L � g p B R 5<B= Sl Sz6= 3z5:6= 7C ��� 16•00•0p e�f- �s_�_oo »_oo_oo �.� ,=.00_� Un19Ces -- yppelop 37.0.501 LOAD GA66 p� MI17p �/ R1DGE AUN DA7E� 5-11-95- LVMBER 9TR6SS INCREASE:� 33.Di NOZCS� LOTDING LIV6 Df�D (pSB) 1. 7AVSSfi9 MANUfA�TVRED BY - 20P DCD7 ]AZ6 SpMpjR li�Z�FB fOP [MD 20.0 ,�.7 DAVIDSON INDVBTRSC9 B?M D,BS 7X i SP- BTN CHD 0.�0 �,g =• ANAL[SIS CONFOpF19 TO N7 1'120 70TAL 70.0 E.5 iB.S UBC (iPS-!5 L NDS-91) . W89 0,29 3X� i '9➢-p7 1720 E%CEP7IONS: - 3. qIND LOAD9 - VBG,196C EDITN AEP6pITIVB MEMBER- S7RES9 USPD. ,�.g 7R055 I6 DE9IGN9D.AS J1 � � -U.9N �.v !l1�IN IIIND-FORC6 REB SYST6H N LA7£RA6 BFACING2 e�� "3�'9N �•� NIND SPEBD - 80 MPN "-1 70P CHORD • CONilNUDVS SUPPOA7 CA7TEAIA M£AN ROOF NEIGX7 - 25' B7'M CHORD - CONTINUOVS JT TTPE HORL VfR7 NIDTH EXPOSURE CATBOORY - C ON6 BAACE - S-8 9�-D A pIN LBS L85 IN-S% OCCUPANCY CA7EOOPY - 1 � 7RU59. SPACING - 29.0 1N, C �HORZ RLR 1p 'Z19 ��- B 6. NdCHOR 7RU55 FOR !1 70YAL •005 )- 9 NOR320NTAL LOAC� OF 11'7 LB9. , LO^0 CA5& tll LEF2 5. PASTEN TRUSS SO BrtG� A � LVM➢ER ��57RE59 TNCPEASEi 15.0� HEfL o7N - AICHT� ►OA J3� LB9 OF VPLIl7, LOADING. I,IVS D£AD� �(p5p) �S% oiN - �SX. �WNILB PERNITTIN4 NO UPNARD TOp CHD 20.0 10,0� NEMBER FORCES ILHS) MOVEMBNi OF M�LL �OR BROr BTM CHD 0.0 30,0 6. FASTBN YRUSS TO 8A0 C 7Ui�L tD.O 20.0 40,0 . 20P CNORDS FOR 797 L85 Ot UPLIPT, 9UPPORr.CRIT6AIA A'P ' SBil C Y-G . 3571 C NHIL6 pEHMITTlNG NO UPNARD JT REACi'.pIDTH JT xCACT WSDTH �4'g '� 1531 C B-A . 15)1 C NOVENENi OF NALL OR BRG. LB9 Ip-S7( LBS IN-57(: �H'I� ` 3573 C 7-C o 1817 C A 1280 3- � C 12e0 S- B . BoT7oM CHORDS a-e - iso� x s.si _ y35, r 7. q�� FILLER AND BLOCKIN� LOAD GASE� q] 4jND FROM GEFT 51-D . 9�5 P D-C � 1507�T LUHBEA STaE55 INCAFA58: 33:OY �NEB9 MEMBER3 NOT A PqRT OF THE LOADINO GIVE D6AD (PSFJ �p"E ' 2Se C 6-Q . 317 c STRUCTURAL ANA�YSIS TO BE 70P CND 'Z0.0 �,p 0-H - )33 C D-I . 2EB c PL0.TED W►7H f,g' % 4� BTM CND 0.0 ),�g roreti zo.o e.s ze.s PLATES MINIMVM. S7fCL'PTiONS: DL•LL DCPL . 0.�0� IN D-C A-8 -19.7N �,� LL DBFL .� 0.07"� i 5/)60 a'� -li.9N 9',7 5/DL4LL DEFL-966 S/D¢PiK- 7.0 SUPPORT CRIIERIII PLATING CONFORMS SO SPj Jr iYP6 XORZ VEPT MIDTH (Gk055 AFEA MELXOD) A P1N. YBS LBS uI.SX V6RIEY. PyA76 VALVES �NITN C HORZ �RLA llp "J34 )• B 'TEE�-LOK CO£PORA1'ION � �' � �254 �' e :OFIP BASED ON SYG LUMBER LOAD G56 N) MIND FROM RIGN7 �.A1'A7B5 • 10 6AUG6 STr20 �,. H0� LUMBER�57A8S9 INCREASS: 3J.Ot �GRIpprNa� 515-�09 PSI pEA PaIR � 't LOADIN6 LIVg DEAD (YSP) INCLUDES 15.0! IltCFERSE 0Q 6TF � TOP CHD 30.0 d..7 'CENSION 9]2- 6BB IILI PER A71SR � (3` 9 � � 67"M CND O.D �,p �SHEAR B]8- 672 pLi PER� PAIR j �� HO. � � ro•rac zo.o e.s ze.s gQ970419 E%CCpT10d5: J7 7YpS PLATE Si2E X Y A-B -1C..9N 1.7 A 2001 7.00 X 5.60 �,6 3.7 STATE OF 8-C. -19..IN �,7 B 7010 5.00 % 5.60 2.0 7.2 9UePORi CAITERIA C 1001 �.00 X 5.60 �.6 Z,) ��^'ap� �r TYP6 - NORZ VERT NIOTtl D 1070 S.On % 8.00 C7R C7R �q��" � �� LBS LBS IN�-SX g �107p 5.00 x 8.00 CTR CTR /A' P1N '73 -^6B 3- 8 'P ,100T Z.00 % 1.D0 CtR CiR �fj�� - HOAL RLR 0 -293 3- B 0. ��1101 5.00 1( 5.60 C7R 3�.0 �z 300] I,00 X ��.00 C7R CTR � , �S1 1100 3.OD x 5.6o MR o,7 MAV i S 1945 , � � .� . . .. . _ . . - - , I . --- - - .._ .,......,�...du uvn MAR�C 5 6. 3 320000 8 1008 1008ICENTSX "1550R' C1004 -�� • NO 19075�01 .SxB-6c DG 19•OS•0{ NO 1-07 �'�� SxS.6�i � T1 iu 12 Sx5.60 e�"` M � 11-00-07 � � r tt1� F 1 Ixlb ri I Z = 7L 7x5.6= A y 3x5.6= C B3L e p B3R SxB= Sl SxB= � 3x5,6= T� � 36-00-00 8C -� 16-00-00 � ]1•00-00 - 3Z•00-00 ��� VnSStar •- Vereion ]7.0.501 LoAD CASE N� w=ND // RIDCe RUN DA7e� 5-11-95 LUMBEA 5'fRPSS IwCREA�E: 33.a} NOTFS: LOADING LIVG DEAD (iSP) 1. 7AVSSE9 BANUPACTURED BY - CSI ST2E LVM868 1.SSPB �10P �ND� �p,0 d,7 DAV3DSON INDUS7RIL5 TOV 0,�3 2X t SP-p7 1770 BTM GND O,D 3.B =• �ALYSIS CONFORn9 IO . N89 0,]9 27( � SP-tl2 1730 C%CEY7IONS�0.0 0,5 3e,5 V8C (IPI-BS 6 ND9•91) . 7• ifIND LOAbb - VBC,I9BB EDI9'N REA6TST 87RES5 V56D. A-B -14.9N e,7 7RV55 I9 DEbIGNED AS A B•C �'1�IM NIND-PORCE RBS STSTEM _� L117ENAli 8RhG3NG� SVPPOR2 fRITERIA � � M1ND SPE¢D - BO MPN 'i0P CNOaD - CONTINUOUS JT TYPE XORL VERT NID2H NEAN R00! NCIGHT - 75• 8TN CHORD - �pNrjNU0U5 LBi� LZ1S I3-9B �POSVR6 CAT�GORY - C __ ONL BRAC6 - F-B 8-D ,� pyK OCCUPAHCY CATBOORY - 1 � TRVSS SPACINa - ]*,0 7H. C HOA2 RLt 0 -205 �- e °• �CHOR tAVSS roA A TOTAL NORIZONIAL LOAD OF 11) LB9. LOAD CASG 11 ' LEF7 RICN2 5. FASSEN TAUSS 70 BRG A LUMeEA S'fME55 INCREASE� 15.Ot H2EL OIN • �S7t 07N - �5�( IOR 33� LBS OP UPLIP7, LOADINO LIVB DEAD (P$P1 MMIte PERMI7TINC NO UPMAAD TOP CXD I0.0 30.0 MEI7DLR FORCES ILBS) NOVEMEN7 OF WALL OR BRG. 81'H CND 0,0 10,0 70P CHORDS 6. FASTEN 7AV55 TO BRO C �TOTAL Z0.0 ]0.0 d0.0 A•F = 1l11 C P-C - 15]1 C POA i93 LBS OF UPLIPT, SUPP0R7 CRITBRSA 0•B . 1571 C B•X e 15)1 C NHILO P¢RMITTINO NO UPWARD �T RfAti �IOTN JS Re11CT NtDTH N•I . 1571 C S•C = 1!]2 C MOVEM£NT OF NALL OR BRC. LBS 2N-SX L85 IN-5% BOiTOM CHOADS � 1280 �- B C 1280 )- B A-C - 1509 i ,E-53 - 9)S 7 LOAD CAF6 M7 MIND PRON LLYS SS-D � 9J5 2 D-C - 1507 S LUMDER STRE55 INCREA56: 77.0� WEBS LOADtNG L2V& DEAD (PSP) E•B . 791 T B-D . 77j T TOP CHD II0,0 �.7 O-H - 713 C D-I BTM CHD 0.0 ),B • 2DB C 7USAL 20,0 8.5 ZB.S DL�LL D[Ty - 0.�0' Ix D-C E%CLPTIONS: LL D6PL n 0.07+ c S/76C A•B -39.2N a.� 5/DG+LL DEFL.966 5/DEP7H. �,0 B•C -3�.9N {,� SVPPORi CRI7ERIA PLATSNO CONfORMS 70 TPI J7 7YFC xORZ VERi MID2H (GRO55 AREA METNOD) - A L95� LB9 IN-SX VfR7FY pL�7E VALUES rliH C N RZNRLR 110 -75� ]• B TES-LOK COFPORATION GRIP BASED ON SYp LUMB6R LOAp pASB N7 M[ND FAOM R]GNT YLAT6S r 20 GAUGB 5?-IO ' �.• He LUHBEA 5'1'Re55 INCAEASE� 3).D\ �RIPPINC 515-a09 PSI PER PaIR h �/? LOAaIHG LIVD DEAD (PSP) 72NSIONDE92315fiB! PLIRpERLPASR ���Q G\STf9 d�J� 70P [HD 70.0 a.7 SNEAR a�B- 472 PLI PER PAIR. HTM CMD 0.0 3.8 7 �� HO. F 7 TOTAL 70.0 8.5 38.5 JT 7YP& PLA7E SIZE X Y 6%CBPTlON9: A �ooi a.00 z s.co •,c x.o 80910d19 A-B -It.9N a.� e aoia s.00 x s.so z.e z,= $TA7�pF B-C •19,ZN C.7 �.C. 3001 3.00 % 5.60 1.6� 3_7 SUPP00.T CRITERIA D 1U70 5.00 % l.00 CTR CTR � '�I���S� „�T IYPQ HORL' VERT NID1'H B 307D 5.00 X B.00 C7R CTR LBS LBS tN-SX F 3001 J.OD % t,00 MR CTR `rS/p�l � Plp -�� -768 3- B G 3302 5.00 % 5.60 C'tA 3.0 . HORt PLR 0 -292 7• B N 1107 5.00 X 5.60 CTR 3,U� i�%%� A . � S 1001 2.00 % �.00 [7R C'fR � � _ S3 S10D ).00 X 5.60 cTR 0,2 � Mar � s ��s � � - ..� , , � - .. .. _ . . ._ - - - . . . _ � 2 6.3 320000 8 1008 1008 J R I ICSNTEX "1550R C1004 - �.;9075•O{ :585.6- ' DO 39-OS•Ot NO 1-Ot • Sx5.64 � 71 1V 12 Sx5.6 Q B� N il•OO-p7 Zy��� � � F 3 Zss�G il I _ � • 1L ]x5.6= A ib Jx5.6= C B1L B1R - ¢ � 5'LA= S1 SxB= JJJj���$ )x5.6= 7C y . 16-00•00 m BC 16-00-00 8 ]7-00•00 �. 73-00•00 V�SStar •. Vptpion )7,0.501 LO,�D CASE p3 MIND [AOM RIGH7 � RUN DA7B� 5-11-95 LUMBER STRESS INCaC�SE: )3.D� DL•LL DBPL . O.eo• IN D-C LOADINO LiVg DBAD (pSP) LL D6FL - D.07• < 9/�60 CSI SIE6 LVMBER 1.SSP8 9/DL�LL DEFL-966 S/DEP7H- J.0 20P 0.3) 21C � SP-p3 y7=p TOP CND SD.O �,7 BiN 0.85 2X � 9P-03 1730 87n CXD 0.0 3.E PLATINO CONP00.M5 TO 7PI 1789, 0.�9 7% 1 SP-N7 17I0 TD7�L 20.0 8..5 18.5 (GRO55 AAEA MBTHOD) /� �REPETIT3Vg MfMDER StR659 USED. E%CEP7fON5: VERZFY PLAT6 VALUES YI7X /�-"•-•- �'8 •11.9N I.v TEE-LOR COAPOnn720N LAtEIUL BRACINGi B-� -19.2N �.7 ORSP BASCD ON SYF LVHBBA ;:.:/q'TOP CNORD - {ON7INVOVB SUP➢OAT tAIT¢R7A PW7CS - 20 CAUCE ST-70 8TN CilORD �T 7YPE NOR2 vER7 NIDTH GRIPPING 515-i09 PSI PBA PAIR - CONYINU0U5 L05 GB9 IN• ONL BRACE • E•H 4-D SX INGLUDES 15.01 INCR¢ASC 7RU55 SPA�ING - t�,0 IN. , � pIN -95 •�6B 7- 9 7eN5I0N 922- 6EB PLS PER PA7A C NORZ RLR D •J1� )- 8 SHEAR BJe- �72 ALI PEA PA%R LOAD GASS pl LOAD CASE qa aIND // ASDCE LVNDER STRB?9 INCRfASB: 15.Ot J7 TYpE PLATE SI26 X Y LOADINO LIVE DEAD (PSP) LUH&ER 57R¢SS INtRE'AS¢: )),Ot A 2001 3.00 % 5.60 �.6 l.7 LOAOING LiVB DEAD �P56) B JO10 5.00 Y 5.60 2.! =,j 1'OP GND 20.0 30.0 SOP CHD ]0.0 �,7 B]'M tND 0.0 10.0 B7M CHD 0.0 ),S C �001 ].OD 7I g,60 �.6 ].7 T07AL 70.0 10.0 10.0 T02AL D 1070 5.00 % B.00 CTR C7R SUPPORT CNI7ERIA 20.0 B.5 ]B,5 0 30�0 5.00 X 8.00 C7R C7R �1'I' REACT xIDTH. JT REAC7 NID7H 67fCEPTSONS: P 1001 t.00 % a.00 t7R CTR LBS IN-SX A-8 •1�.gN �,7 G 3303 5.00 % 5.60 CTR �.0 LBS IN•S% 8•C -1�.yN �.1 H 1102 5.00 % 5.60 CTR J.o l� 17B0 �. e C 1280 3- B SUPPOR7 CRITL'PSA I 1001 7.00 x 9.00 C7¢ CTR LOAD GASH H? MIND TROM LEFT �r TYPE NORZ VER2 pIDTH 51 1100 �.00 X 5.6o CTR 0.2 LUMBER 57NES9 INCREASB: 3].0� LBS LBS IN•S% LOADINO LIV6 D6AD �PSt) � PIN � -�19 3• B NOT65: 7'�P �HD l0.0 �,� MOR2 RLR 0 -319 3• B 1. 7RVSSE9 MANVFACTVREO� HY - BtN GMD 0.0 ].8 LEFT DAVIDSON INDUSTRIE9 707A�. 20.0 B.5 28,5 RIGHT 2. JWALYSSS CONFOAN9 20 tXCEP7I0N8: HCPL OIN - 15% OIN • 4SX VBC (TCI-BS 4 No5-91). q B �19'2H �•� MEMBB0. FORCES (LBS) 3• MIND LOADS - UBC,39BB EDI7N B-C •3�.9N !,7 ToP CHORDS TRU55 IS DESIQNBD A9 A SU?pOR? CRITBRIA A-P . 1811 C P-G • 1531 C �IN �IND-FORCB RDS SY57EN �T IYPC HORt V6RT 1}IOTX �.g _ w2ND SPEED - Bo MpH � LBS LB9 IN-SJC 3531�C e-H - 15]1 C MEAN ROOP NEIGHT - IS' A PIN 95 -310 �- 9 H-= ' 1531 C I-C . 1812 C 8%POSUflE CASEOORY - C C HORZ nLR o r76e )- 8 BOiroM CNORDS OCCUpJU7CY CATEGORY - 1 A•E n 1507 T S-S1 • 935 7 4: pASTEN TkV53 IO 8RO A � L• �B, S1-D � 975 WeBS C • 150) 2 FOR 31� L85 OF UPLIF7, ^ eQ 'd'" F-E . 28B C E•C _ �N1tIL[ PERMITtING NO UFMAHD o° �O�s TF•y�� DiM = )71 T B-D . 771 T 5. FASTENxiRUSSNTOLBRG GRG. � Q �Q, 7 ]1J C D-I . 2eB C POR ]ll LB9 OP UPLIF7, 8����9 wHILE PfRM177IN0 NO UPWAHD ,e S TATE QF . . MOVEnENi OF NALL OA BAG. , �IR+f' � . , - 1 5 t945 ,: ' c T -.d � - t .-� � - - rr wl , .� ,.. .- .. . . . . - � - - - - �5 MoNO 1a0000 8 3008 p I (�r'�'9RR � CENTEX "1550R" C1003 I DG 1� Ot 09 HO 8-06•07 eo a-o� ' 2k�I I ' ' B �. 3J o )H�i e e-o�-o� _ �3 i z 3r.f= A 81 D 7x�II � m �x1= 7C g 12'00.00 Bc 32-OO-00 � 17•Op-00 dTlSter •• Vezeion J7,0.501 PLA?1NG CONFORMS 20 2PI AUN DATfi 5-i1-95 (GROSS AREA MESNOD) NOiES: 1. TRUS5E5 MANVfACTVRBD 8Y • �Si SI2E LVMBCR 1.1SFB VER[pY PLAiB IrAL9E5 NI7N DA�IDSON INDV9TR1S9 YOP O.aS Zx a SP-p= 1�20 T6E•LOK �ORPOM7ION 7. ANALYSIS CON60FM5 7D eiM 0.2� ]% � SP-A7 1�20 ORIF BASED ON SYP LUNBER IiBC (TPI-BS i ND9-91) . � WBS 0.]7 ]% C SP•p2 l�ZQ pLA?BS - 70 OAUGB SS-70 3. END VERT7cAL(S) NO7 CXCEPiI0N9i GRIPpINO S15-S09 PSI pBA PAIR DLSIGNED FOR MIND E1(➢OSURE. �. D-6 INCLVDES 15.Ot INCR6ASP Zx d SP•p) 98n 7fNSION 92I- 68B PLI PER AAIR �`•�' LUMDEA 57AE59 INCREA56: lY.Ot SHEIUt B�B- �72 PLI PEA PAIR REP673TIV6 MEMDER STRS59 USED. � �LATBML BFACINO: �7 TYpE PLATE SIZE �% Y � �u�veancntcs�ruor roa tHORD - CONTINVOVS ' A =ooi �,00 x a.00 4,e 3_a �E510NEDPORWINOEkPLtS1lR , I74 BTM CHORD • CONTINUOU9 B �200 7.00 % 1.00 CTR CTR � ONE BRACE - C-B � �a10 �,00 )I 1.00 G7R CTR D 1001 =,00 % �.00 C7R M'R TAVS9 9PACING - 29.0 IN. E 1U50 3.00 % �.00 CT0. C7R LOADIN� LIVE DEAD �PSP) iOp CND ]0.0 10.0 BTM CHD 0.0 10.�0 TOTAL 70.0 70.0 �O.D &UPPOR7 tRLTEPIA JT REACT WIDiN JI RBAC2 MID7R . LB9 SN-S1f LBS IN-SX A �BO ]- B C �BO )- B , LCF7 RIGHS NEEL OSN - �Sx MCIIEEA FORCY,S (LBS) g4� `� H�I/� TOP CNO0.D5 �o� �o�srF9 e3 x'B - a79 C G.fi . . 0 T BOTTOH CMORDS Q' HO. � �7 A-D . 35) T D-C - 757 T 8����� wees � srnrE oF �'$ ' 1Z0 I E-C . dJ7 C C-B + 179 C : � '���� �DLYLL DEFL � 0.30• IN E•8 S�N/{� � '.L DEPL - 0.01• < 5/360 .�/ / 3/DULL DEPL.999 9/DBPiM. 3.5 � �Ar t s is95 AL. . � _ . , � _ . .. .. - � - - - - - . . ».:�:..Su uvn �X � 2 •Z. 100000 8 1008• 1008I CENTEX "1550R" C1003 H ' oo c- z-ii a<rn ' NO {•�7 DC 6-02-11 �-- NO �-p7 17 B� �-oe-o� r i � 4x1= A 1»= � D 3a5.6 II TC 10-OB � 5.00:� == p� 5-00-00 lp_�� 10-00-Op -_ 10-00-00 VnSSCae -• Vereion 37.0.501 MEMBER roace5 (LBS) - cACx� PLY RUN D7�2C� 5•I1-95 D-B - 1550 7 NOi69: 1. 7RUSSES HANUFAGTUREO HY - ��������������� OL.LL DEFL . O.o6" IN B-C DAVIDSON INDUSTIIIES • 7•DLY 7RV55 • LL DEFL e 0.0]* i g/)6p =• �ALYSI9 GONPORMS i0 ��������������� 5/DLtiLL DEFL-999 5/DEPTH.. 3.0 �C (TPI-AS i NpS-911 . 7. MIND IAADS - 08�,19BB EDSTN G9I S!2¢ LUNBEP �8 PL�T65 ARE .POR EACH pLY ZAUSS 79 DEBIGNeD AS A 70G 0.73 �% 6 9P-pt 1500 MAIN NIND-►ORCE RES SYSTEN �. B'fM o.e� Z[ 6 SP•tll 1650 PLATING coNFORMS 70 7PI NIND SP[ED - BD MpH WBS O.Sa =7c i SP•N7 E50 (GRO55 ARE11 METNOD) MEAN ROO� NEION7 - 25' -.- VERIFY PLATE VALOES� NITH BxpOSVRB CATBCORY - C LA7'EAAL BRACING� SEB-WK CORPORATION OCCViANCY CA7LGOAY - 1 TOP CHORD - CONiINU0U9 a. PRE�ENT iRU55 AOTATION A7 62M CMOHD • fONTIHV0V9 GRIP e�SfD ON SYP LVNBER ALL BEARING IACATION9. � 7RU56 SPACING - 24,0 IN. PliA765 - ]D GAVGE 5T-70 S. PASTEN 7RU59 TO BAO A GR2ppIN0 515-�og PSI PEA pAiR POR 970 LBS or 9pcLFi, LOAD CASB ql �INCLVDES 35.Ot INCR[a5E NHIL6 PERMITTINO MO UPWARD �VMBL�A 57RC55 INCRCASE: 35.Ot 7ENSION .93i- 60B PLI FER PAIM MOVEMENT OF MALL OR 8R0. LOADING LIV6 DEAD IPLPI SNB� B3B- 472 PLI pER YAIA 6. PASTEN iRU55 TO BRC C i0P CXD �0.0 Y0.0 JT iYPE. PLATE SIZE X Y FOR 930 L85 OF VPLIFT, BIM CND 700,0 320.0 A 2001 �,OO .X 4�.00 5.9 �,6 w�ILE PCRMITTINO NO UPNAxD TOTAL J60.0 ]�0,0 680.0 8 ]oD3R 1.00 X �.DO �,2 C7R MOVLMENT OF WaLL OR BRG. SVPPOAT CRITER7� C 7001 1,00 X 1,00 5.9 e.6 �' GIRDER CONDI7ION: �r REAC? 4ID7M JT RYAC7 pID7H D 1001 ).00 % $.f0 C7R C7R COMMON GIRDER TYPB. LBS IN-6% LBS Iti-5% TIF-IN 7RUSSE9 ON BTM CND A 3000 ]- B C ]�00 3- ! A =� PLATB IS AOTATED BY 90 bEG W1iN SPAN OF �--� B. FAS � 6ACH PLY 70 7NE \ LOAD CASE tl7 N3N0 LOAD NE%T NITX lOd NAIL9 A9 LUMBER SSRE59 INCREASE: 37.0� FOLI.OwS: �WADING LIVE DEAD (ppp) hEn06R AOR9 BPACINC�IN) TOP CXD -)E.3 9.1 70P CHD 1 17.0 B7M CHD •tl7.5 1J5.1 B2M CHD 7 9.0 70TAL -1T5.9 311.5 -1Bl.l NEBS 1 13.0 SUPPORT CASTERlA 9. SiAOGER NAILS TO AVOIU JT TYP6 AORZ VERT NIOTR SPLI7TiNa OF HOOD. LBS LBS IN-SX 10. USE PROPERLY R7�7ED HANGER9 A p=N D -9]0 3- B FO0. LOADS FRAMINC IN70 C XOAY RLR 0 -930 7- ! �` N ' �IRDER iRUSS. Q e' LEF7 RIOHf E, xeaL oiN - �sx a7N - �sx 'p`00�p1ST ,9��l� �MEMBER FORC6S (LB9) - EACX pLY � NO. 7 roe CNORDS 80910419 4-B . isa� c e-c _ is» � 8TA7EOF BOTSOM tNOROS ��'_�l.� � � .A-D . 1275 i D-C . 1275 ! M� ME05 /�� ♦ aar i s i�ss 6 a ' d - � � c _ - .. .. . .� .-. .._ , _ . . . - - -- � � 1 2,� i00000 s iooe iooe {�F ��� ICENTEB "1550R^ C1003 • oa s'-oi-ii ixac • - �NO C-A7' � DO 6-02•33 HO 4-01 (�]7- BI )'OB=07 T 1 C )�N= A )x�c C � ���� D ?kl II � BC 10-OB -5�00.00 � I _y 5-00�-00 10-OB i 10-00•00 ��- � 30•00-00� Vf115[sr -• Verslon ]7.O.SO1 �10AD Uss q7 NIND �.FROM�RIGxT V RUN DAT6: :5-13•95 'LUMB¢R STRES9 SNCACASE: 33�.Ot PLAT=� CONPOAMS TO 7pT L011DIN0 LIvE OcAD (pb6) �GA059 ARP� nE7HOD) C52 SIE6 LUNBER 1.15!'B ERIEY PLATE �ALUES NITN SOP 0.28 2lf y Sp-p7 i�Z� TOP CHD ]O.A �,�7� t6B-Y,OK CORPORATION BTM 0.17 2X f SP-p2 3710 BI'M.:CRD 0.0 3.9 GAIP HASED ON SYP LVMBCq Y05 0.07 7% �a 3P-N7 yBp T07AL 20,0 B.5 =B.S pLATES - 30 GAUOE 94-20 REP6TITivt MEMeER STkES9 V56D. eXGEPTI0N5: CRIPpING 515•1D9 P5I PER PAIR ��B -14:9N f.7 INCLUD399 iS,Ot INCREA56 LATERAL �BFAtING: B'� -19.7N �,7 TENSION 922• 68B PL2 PBR PJ1IR � SOP �NORD - tONTINUOUS SUIIPORT�GRf7ER7A SHCAR 038- �7p 'p7,i pgR �PAIN HiM CXORD - CONTINUOVS J7 7YPE HORZ VEAT .NID7'H �� ' iRU55 SPACINC - .21,0 IN. �S L8S �IH-S% JT 7YpE PLRT6 SIZL % y A PIN -33 -93 3- 8� ]� 7001 3.00 7( �,00 �.6 3�.t LOAD CASC ql � MORZ ALA 0 -317 J- 8' B ]001 �.00 X �.00 CTR 2.2 LUMIiER 6TRE59. INCREASC: 15..Ot C 2003 ].00 X �.00 �.6 7.3 -LOl�DINO LIV6� DEAD pg!) LOAD CASC �N� MIND // RIDC6� D 1001 3,00 X �.00 C7R CTR ( LUdBER SZFESS lNCREA56: )),OF TOD CHD 00�.0 . 30.0 � Loi1DIN0 LI�2 D[AD IPSFI BTM CNn 0.0 10,0 70P �tND 70,0 �,� NOTBS� t07AL ]0,0 30.0 �0.0 B7M CMD 0.�0 7,B 1. 7RVSSE9 N�t7UPACiURED BY - SUPPORT CRITBAIA T07AL DAVID90N INDVSTRIES JT REAC7 MjDTH JT REJ��7 NIDTH �0,-0 B.5 28.5 3. ANALYSIS COHPOFMS TO tBS IN•S)C L9S IN-SX ExCEPT30N5: OBC (TPS•85 G NDS-93I . A-B �•1t.9N 1.1 D, WIND LOADS - UB0.19B8 [DI7N A 399 )- B C 399 J- B 9=C�. -.iS�9N �..7 . . 3UPPOA7 "CRITERIA 7RV55 I9 DCSIGNED AS A LOAp [A56 p2 �NIND FROM�LHP7 J7 TYFE XORZ V �IN wIND-FOAC6 RES 5Y57¢M LUMBEA 8711E55 INCR[A58; j7,04 EAT N1D7H �+IND SPE$D + BO MPN LOADING LIV6 bEAD (p5F) �85 LBS. IN�-S%:. HEAH ROOd HEIGHT • 25' �70P �AD ]0�.0 �,7 A pIN � "�B :3"8 &XPOSURE CATEGOAY - C BTM CHD 0.0 ),g C NORZ RLR 0 -7B il• B OCCVPl�tiCY CA7EGORY - 1 707AL ]0.0 B.5 78.5 �• �a57EN TAV55 70 BRO J1 ESCEP'f30N5: �c?°.T. RIGeT pOR 113 LBS OP UPLIBT, A-g � �HEEL oIN - �SX atx - a5R -19.2N a�.'/ - MHILB veRMI77IN0 NO UPNARn B•C -11.9N �,7 'MEMBER FORCBS (L85) MOVEMENT OF WALL OA HRG. SVPpORT YRliERiA 5. FASTEN TRUSB ZO BRG C Ji TYPB HORZ VERT rIDTH -TOP GHORDS FOR 11) LBS OF VPLIFi, A`B. - 361 G B-C . 361 C NNILS PERpITT=Np NO UPWARD LBS LBS IN-51( BOS70H CHOkDS A pIN 3� ^11J )- B A-D = ]00 T b-C . 300 7 NOVEMENT OF kALL OR BRG. � NORZ RLR 0 -9� J- B 4EB5 -�� �-e - 'ioo r 0Qh l. He�' ^ .DL+LL �DEPL . 0.10+ IN� B-C 'o� �o�STF9 °� .L1: DEPL . 0.00' < g/360 .5/DL:tL DEFL•999 S/D6PiH- 3.�0 • Q� N�. '� �'� 80810d19' .,g sr�TEpF `��, �f1i�14'� ��NAL El. _ v aAr � s is�s � . . R R "J. - � � � . _ .-. . . � . . ._ _ _" '_ I 5 MONO 20000 XR.ex 8 1008 DICENTEB a1550R" C1003 �� 00 ¢-o�-oe . xo ~-or xo i-oe-or . ..... ZX4�11 �''1^3-, ' BI i-oe-ov t 3x�= 1 A BS C � 3x�11 TC. la•oe 7•o0e00 ' BC 2:�_� � a-oo-oo _ Unf9car -. �VnCeion 3'r.0.501 LOAO GSE p3 MINn FAOM.AIGHT ' NUN DA7S: S•11-95 LUMBEA,SSRF55 INCREASB� :7].Gt PW`TING CONPORM9 t0 TPL LOAOING LtVE DC7�D fPSF} VGRO55 AREA HL�iHOC) C5I SIZ& LVMBFR 7..15FB ERIFY BLATe VALUES NITH TOP 0.0� ZJ( � Sp_�= 17=0 70P CNO 30.0 �.7 TE6•LOK CORPORATION BTH 0.01 ZX C SP•p7 lj=p BTM CHD 0.0 3.B GRIP gASED ON SYP LVna¢R N89 O.OI 7X � SF-g3 9B0 E%CEP7ION5?O,.D �.5 I8,5 PLATEB • 70 GAUGB 9T-30 RGPESIPIVB MEMOEA STRE59� VSED. GRIPPING 515-409 P9I PER p�ig � C•9 -17.ON 0.0 INCLVD69 Y5.0! TNCREA56 - �LATENAL BRACINO: A-8 •3l.9N �J 76NSION 9¢7- 68B pLI PER pAIR tOP CNORD • CONSIHUOU6 �SUPPORT CRISSRSA �SHBAR BJB• �72 pLI PER PAIR �" - BTM CHCItD • CON?INUOUS -`� 7Yp6 HORZ VLR2 MIDiH � TPU59 SPI�CINO - 24.0 IN. LBS LBS IN-9% JT TYPO PLATE SIEB �X y �� PIN 107 1 ]- B A 30D1 �.00 % �.00 t.6 �,2 LOAD CASP� M1 C MORZ RLR 0 -�1 J- B 4 �200 2.00 x s.00 CTR CRA LUM86R SSRE56 INCME�Se: 15.Ok LOAD CASB tl� �NIND // RIDGO C �000 �.00 X �.00 CTR CYX LOADINO LIV6 DE�O (PSF1 LVMBER 37RE55 SNCRPASE: 3).Of 70P CHD Z0.0 10.0 �'' �LOADTNG UIVG DEAD (ASF) NaTE9: 6TM CND 0.0 iD,O � 1. TRUSSES MANUFaCTUR£D BY - 70TAL 20.0 70.0 {0.0 IOY�CHD �Z0.0 �.7 DA�IDSON INDUS?rtiES H7M CND 0.0 ],B 7. ANALY9I9 CONPOAMS TO SUPPORi tR1TERIA TOTAE: Z0.0 B.5 38.5 JT REAC7 NIU7B Jp REAC7 ilLD7R EXC£P7IONS: . UBC (ipI-BS 6,ND5-91), LH9 �IN-5% LBS 1N-SX -� 3. �MIND LOAD9 - U6�,19BB 6DITH C-8 11.ON 0.0 TRU55 I3 �ESIGNED A9 A A BO )- B C 80 1- B A-8 -1�.ON 4.i 9UPPORS� CRITERIA� NAIN wIND-FOACB RE9 SYS2¢M WAD CA56 q2 MIND FROM LEfi JI TYPE NDA2 VER7 WIDSN ' �IND SPEBD - BO MPN LUMBER 9'fp655 SNtREASE: ]).,Of � nEAH AOOp HBIGdT - ]5• LOAD7NG LIVE DewD �pSF) LBS� LBS, ,IN-SX BXPOSUR6 GATEGOAY - C TOP CxD 20.0 �,q A pr�' 19 -35 �3r 8 OCCUPl�NCY CA7BOORY - 1 �C HDAZ �ALR ��0 -.17. 3r B 4. ANCHOR TAV69 POR A TOiAL BTM CXD o,0 3.8 � �� - TOTAL 20.0 B.5 2l.S LEFT HOAIZONTAL LOAD OF 302 L99� EzC[PTION9� RIOHY� �XEEL OIH • �SX C-B 30.6N 0.0 A-8 -19.7N 1.7 Me,M86R�FORCES (LBS) SUPPORi fAITEAIA '.TOP CHORDS J7' TYPg XORZ �ER7 MYDTN !1-.B - �,52 C �Q� `' �e/Q� • LB9 LBS IN-SX A_.� � �H23ICH CNOADS , Q� �O�$T(J9 Of� A PIN �y -35 ]• B C NOR2 -RLR 0 -2B �]• B MEBS � � AnNO. � 9 . L.B . 60 C B�T�Odt9 qqq STA7E OF • DLaLL DEFL . O.00• iN 11•8 ��_`A� �- .LL DEFL�.r 5/360 M• ,S/DL�Lli �6FL-999 S/DEPTH- 1.5 �L l � _ M4r � s �99s P 1', O .J � � rt � ... � . _ � 5 MONO 60000. 8 1006 p (�R r ICENTEX ��1550Ru C1003 ��G � cc �=os'-oy � 'HO �=OY . HO'1.0t-07 , � 7kl II ('1''2''' B,I 4-O<-0� T i ��Q�l. F1��'8 �o �o�srF9��� ax�= @ ko. s � 80810<19 STATE pF ei � �U�� � S�ONA� axan �, // ,�M, 7C 10-OB 6-00-00 �� ` eC `_°°:oo � k1AY 1 $ 1995 6-00•00 OT15Cei -- Ve[OSo� 37.0.501 IAAD;CASB q3 MSND FROH AlCk7 `_^ AVN IIAIC: 5-il•95 PLA7ING CONFORHS 20 7GI LUMBEA.SiRE55 7NCREASB� 3].0� (GRO55 AREA Mt7HOD) tAAD?HG 'LIVE DGAD �p57) VERIFY p7.H7g VALUE9 N17H C6I SIZB .LOMBER 1.ISPB 70P�CHD x0.0 �,) - TOP O.dB ZX � 6P-Nx .1)ZD � 7ee-LOK COAPORAiioN B'fM �0.16 2% � SP-p2, l�Zp BiN� CHD O.A ).e GRIP BASED dN SYP LVMBER TOTAL- 10.0 8.5 28.5 PLATBS - 70 OAVGO 9T•ZC - MD5� 0,25 37I� � SP•p) 9B0 EECEPTIONS: � REPB'l•IiIV6 NEMBER S7ae55 VSBD. c-B -i�,ON 0,0 GAIPDING� 515-�09 PSI PE8 PAIA -- INCLUDES 15.ok SNCREASS A-8 -1�.9N 4,7 TEN3ION 937- 6BB PLI PBR P.li[ Lh2FRAL� BFACING: SVePORT CRI2¢RiA 6HEAR B]B- 472 PLS P6R PAIR TOP GNORD • CON7INVOUS JT 7YPE tlOR2 �YERS wID'IH BTM tHORD • CONiINU0U5 LBS LBS IN-SX JT TYPE PLATS 91xE 7( y 7RU59 SPACING - 24,0 IN. A PIN 2�2 32 3- B A 7001 3.00 7( a.00 4.6 3.2 C HORE ALA 0 •17J )• B 0 �Z00 1.00 X 9.00 CTR CTR fA7�D CA56 1I1 LUMBER 97RE55 INCRSASC: 15.At � ��aa� 7•60 % �,00 CTR CTA LOADING LIVB DeAD (pSi)� ���'D CASE Na u1ND // RIDGE LUMBEA� SiRE55 INCAEASE: 3).Ot NOTES� TOP CMD 20.0 10.0 L01�DING LIVE� DEAD (pSFI 1. ?AVSSE9 MAt�VFACTURED BY ^ B7M CHD 0.0 50.0 �70P: CHD 2�0.0 1,7 T07AL Z0.0 50.0 �0.0 �BTN� CMD 0,0 3.B DAVIDSON 3NOUSTRi69 9UPPOR7 CA3TEAIA Z• AN7�LYSI9 CONPORMS 70 J7 RE�CT pIDTN Ji REAM WTDTN TOTAL 20,0 8.5 20.5 VHC (TPI-BS i NDS-911 . LBS IN- �ExCEP7LONS: ). WIND LOADS - UBC.198B CDI7N Sx LBS IN-5% C-B 17,ON 0.0 TRV55 IS DBSICNED AS A 11 740 )- B C ta0 3- B A-B�� -�U,.ON 9J SUPPOaT CRIT£RU MAIN NIND-FOxCE R¢5 9Y8I'EM LOAD CA56 p7 WIND FAOM LPFT tr7 � TYPE HOA2 VERT� 1aID7N wIND SPEED - 80 MPH LOMBER SSAdSS SNGREAS[: 33.Ot - MEAN RoOF ABI6HT - i5� LOADING LI�6 DLAD (i5F) L85 LBS IN-S1f LXP06URB tAT6GORY - C A eIN 19 -C9� )�- �S OCCVPANCY CetE00RY - 1 TOP CAD i0r0 �.7 C N00.2 RLR D -S1 '3-� 8 a. J�7CHOR 7AUSS i'00. A TOTAL DiM CHD D.D �,g TOI1�L ]0.0 8.5 2B.5 NORIZONTAL LOAD O! 7�2 LHS. EKCBP•fI0N5: LEFT AIGHT 5. FASTEN TRVSS TO BRQ A NEBL. 'oIN �• 45S FOR 69 LBS OF UPLIP7, C-8 30.6N 0.0 � A-B -79.2N {,7 WHILE PEAMTiTiNG NO UPWARD SUPAOR7 CRITEPIA MEMBER� FORC65 (bB5) MOVEMENT OF WALL OR BRG. JT TYPE HORZ VERT MIDTH TOP CNORDS 6. PASTEN TRUSB i0 BFG C A-e . 15� � LBS L85 IN-Sx FOR 123 LBS OF UPLIFT, , A PIN 90 -63 �- �B B�TTOM CHORDS WAILB PERMITTING NO UPNARD C HORL RLR 0 -86 3- g �A-C . 69 C NOVEMENT OF YALL OR 8R0, NEBS �- �-B . iBa C OL�LL D6FL . 0.70• 2N A-B .LL DEFL < 5/360 � S/OLiLL DEFLc35� 5/llEP7N� �,4 � O G� .'. J . � • .� � � .. . � .... - - ._ __: " ' � � MVNV 6Ap00 B ' I�^ r 0 � ICENTS$ "1550R" C1003 IlJ � m � os oi xo a-a•o� HO';!;'07' • 3�411 �- 12. 8� `q a-Ol-o7 1 �°Q�`• H���s 0 4�STF,9 �ip ',�= ' �`` wo. F ' eoe�oa�e sratE oF e� - ��ioi�'� ° bNra,� 3xt 11 �� �T� 6•00-00. B� `-00-°° bIAY 1 5 1995 � - --�� 6-00-00 UpiS[er -- Vereion ]�.0.501 -LOAD USE pJ N(ND PROM RIpHT RUH DATB: 5-13-95 PLATING CONFORM9 70 TPI , . LUMBEA STAESS 1NCREA56: 33.Oi (GROSS AREA ME7MOO) LOADING LivE DBAD (PSF) VERIPY PLATS VALVE9 NSTH CSI SIaE LUMBER 1.35FB 70P �CND �20.0 �.7 iEC-LOK COAPOM7TON IOP D.�B 7E { 9P-p2 17Y0 BTX CHD 0.0 3.8 � B7M D.16 �X � 9G-p2 17iD GRIP BASBD ON SYY LVMBER �_, WB9 0,75 7% � SP-p3 9B0 TOTAI;� ZD.O 8.5� 28.5 pLATE9 - 20 GAV3C �ST-70 B%CEP7ION5: GAIPPING 515-{09 PSI PER PATR ' REP6TITIVE MCMBER STNSSS VSED. C•B �17.ON 0.0 .,. INCLUD69 15.Ot INCREASS A•8 -14.9N 9.7 TfNSION 922- 6BB PLI P6R PAIR LATF�tAL BRACtNG: $UPPORT CRITBRIA SHEAR 838- 412 PLI PER PAER TOP CHORD - CON7INUOUS JT TypS HORZ YERT YID7H B7M CHORD • CONiINU0U5 LB6� LBS IN-5% JT ?YPB PLAiC 572E X Y TAV55 SPACINC - � Z�,O IN. A PIN 255 �6 �- e A ]OG1 D.00 7( 4.00 �.6 J.2 C NORZ RLR 0 -123 3- 6 B �700 7,00 X a,DO CTA CTA LOAD CASE pl LUMBER STRESS INCREA:E: 15.0\ LOAO CASe p1 WSND // AIDCE� C �000 7.00 X �.00 CTR CTR LOADINO LivE DEAD (p5F) �LVMHER STR65¢ INCASAS6v 7).Ot TOF CHD 20,-0 10,0 NOTBS: IAADING LIV6 DCAD (pSF) 1.. 7RVSSEB MANUPAC7UR�D BY - BYM CND 0.0 10.�0 TOP CHD 20.0 {,7 IOTAL pO.D ]0,0 {0.0 � � DAViD50N 2NDVSTR785 BTFI tND O�,A ].B 2. ANALYSIS CONFORMB TO SUpPOR7 CRITERIA 702AL 10.0 B.5 18.5 UBC (iPI-BS i NDS-91) . Ji REACT MIDTH JT RBACI MIDTN BXCEPTIONS: - � LBS IN-5% LBS IN-S% 3. FIND LOAD9 - UBC,I9BB ED32N C•8 17.,ON 0.0 7RU59 IS DCSIGN2D A9 A A t�0 3• B C 210 �J- B l�-B� •10.ON q,) MAIN NIND-FORCB ABS SY57EM LOA� GSG q] WINO FRON LBF? SVPPOA7 CRITER7A MIMD SP6ED - BO MPH JT IYPE HOkZ VERT N3U1'H NEAN ROOF HSIOHT - 25' LVHBER S]'RE59 1NCREASE: 33.0! LBS� LBS �IH-SX LORCSNO LIVE DEAD IPSF) a � EXPOSUR6 CATB40RY - C P!N D •51 J- B OtCVPANCY CATL'GORY - 1 7'aP CHD ]0.0 �,7 � C NORZ RLR �0 -51 7- B BTX CHD 0,0 3.B 4. AttCHOR TRUSS POR � 70TAL TOTAL 20.0 B.5 tl:S NORIZONTAL LOAD OP 755 LDS. �GXCCP7ION9.i LLFff RI�HT 5. PAS7fH ZRU59 TO BRG A NECL OIN • d5X FOR 53 LBS OF VPLSFI', c-B �v.ax o.o A-B -19.2N a.7 MNILE YCAMITTING NO UPNAAD MEnBER FORtES (LBS) MO�EMEN7 Of wrLL OR BRO. SUPPOftT CRII'BRIA 70P CHORDS 6. FA93'EN SRV59 TO BRC C JY TYPB NORZ VER7 NIDTN A-8 � 159 t PDR 333 LBS oF UPLIFT, �LBS LBS IN•SX 80STOM CHORDS � pIN 6! -41 3• B WH7LE PERNiTTINO NO UPWARD C µORZ RLR D -B6 �- g ��� ' 69 C MOVEMENT OP 4iAi:L OR BRO. WEBS C�B . 1B0 � DL:LL,DEFL . 0.20^ IN A-B � LL DEFL a .S/360 �S/DLbGG DEFL=357 S/DEPTH- 1.5 S�B ' d •• 1,.-1 R - R N T Mlsq,�?C.:.T°�� ,n u .�. .�a � .-. . '. . . . ' 'a nvs�v ovvVV d � I� � ° � �CENTEX °1550R" C1003 0o i os oi xo .-o�-or NO �-Ot - ix�II 1Y B� T �•0�-07 ' 1 7 • Qh�. N��' 'A- 2 �o�`�a�stF9��e Q� NO. 7 - 80910{19 1 8TATE pp C ���� �-�it T� s-oo•oo �� � 8C 6.�_� s-oo-oo MAY 1 5 1995 Un15CeC •- VeiolOn ]7,0.501 LOAD CASE R3 NIND FROM �ASGH7 '� RIIN DATB� 5-11-95 LOHBEA S'fltE55 INCp@ASE� �],o� PLAi2NG CONFORM9 70 iPI W1�DIN6 LI�6 DEAD (PSF) VEHINY PLI�TEMVIS,VE9 VI7H CSI SIZ6 LVMBER 1.15F0 7oP CHD 30.0 �,7 TOP O.�B 7X 9 SP•y2 1720 87M CHD p,p 3 B 7�E-LOK CORPORA7ION B7M 0.36 7X O�SF-p2 1730 z07AL 20.a B.5 28.5 aR1P BrSED ON SYP LUnDER ^ WBS 0.25 7X 4 SP-It3 9B0 PLA7E5 - 30 GAUGC 57-70 � RYPETITIV6 M£MH¢R 51'RES9 VS£D. �BEPTIONS: GRIPPIN0� 515--{09 PSI PBR PMR �17.ON 0.0 IN�LVDES 35.OY SNCAEASB " LA7ERAL BAJICING� A•B -1�,9N 1.7 7EN970N 9t2- 6BA PLI P¢R PAIR 70P CHOAD - CONTINVOUS SVPPORT CRITERTA SNEAR BJA• C73 pLI pER DnIR �T SYPE HORZ �ERT wiDTN B7M CHORD - CON'f3NU0U5 ' LBS LBS IN-SX J1' TYPB PLATC SI'LL ][ Y SRUSS SPACINO • 71,0 IN, A PIN 755 <6 )- 8 A 2002 ].DO % 4.00 C.6 7.2 LOAD CJ�56 pl C NOR2 RLR D -32� 3- 6 H �20U 2.00 % •.00 CTR C7R LVNBEA 9TAE55 iNCAEASS: 15.Ot C 4000 J.oO X {.00 CTR CSR LOADING LIV6 DEAD (PSF1 �OAD fASS 9e WInp // ptp�g LUM6ER 57RE59 SNCAEASE: 3D:01 NOTLS: TO➢�CHD IO.D 30.0 LOADING LIVE DLAD (PSP) 81t1 CXD 0.0 30.0 3. TRUSSES MANUF11C7URED BY - tOTAL 20.0 20.0 a0 D TOII CND Zo.O �,7 ' DAVIDSON INDUSt0.IE9 SUPPOIt7 �RITERIA ' B7M GHD 0.0 3.B 2. ANALYSIS CONPOAMS TO JT REACT NIUTN JT REACT N2DiH EzC PTIONS 0.0 B.5 20.5 VBC (TP2•ES 4 NDS-93) . L85 IN-5% LBS IN-5% 3. NIND LOADS • U8C,19AB tDITN A 3i0 ]- B C 340 ). B �.8 17.ON o.a iRV59 IS DfSIGNED AS A B -37.oN 1.,7 NAIN MIND-FOACB RE9 SYS?CN LOAD CASE q7 M1ND FAOM LEF? SUPPOAT [AI7ERIA WIND SP£ED - BD MPH JI 7YP6 HOeZ V¢AT MIO7q MSAN ROOF HBICHT - 25• LUMBER STR6S5 INCpflASCi 97,Ok .LB6 LBS IN-5% LOpDINC LJV9 DPAD (PSF) p p=N B%POSURB �ATEGORY - C TOP CeD 30.0 0,7 Q •51 )- B OCGUPAN�Y Cl�TB00AY - 1 C Hoa2 RLR 0 -51 3- B a, ANCHOk 77tV55 FOR A TOiAL 97M CMD D.0 3.8 70TJ�L 20.0 B.5 28.5 HORIZONTAL fAAD OF ]55 L05. 6%CBP7ION5: LEPT RIGHT 5. iASTFN 7RU55 TO BA4 A HBEL OIN • 95% FOR 51 LBS OP UPLIF7, �•8 10.6N O.0 A-B -19.7N 1.7 MBM86A IoRCES ILBS) aHILf PERMIMSNG NO UpWARD SVYPOA7 CAI7ERIA MOVBMEN7 OF NALL OR BRG. �2 7YPC NOAZ V6RT NtD7N TOP [XOADS 6. FAS7EN ZRU59 20 BNG C A-B . 15a C FOR 127 LBS OF UPL2PT, L8S L63 IN-SX B07TOH CNORDS NHILE PEFMITTINO NO VPWARD n PiN 6B •C1 3- 8 A-[ . 69 C C HORZ RLA 0 -B6 7- ! MOVEMENT OP MALL OR BRa. WEBS C.B • 360 C DL.LL DEFL . 0.20� IN A•B 7� ALL FiLLER AND BIOCKINQ u ncrL < 5/360 M�MB�fiB NOT A PART OF THE S/DULL DBFL=75v s/oeerx. i.s SYRUCTUHAI ANAIVSIS TO BE PLATED N/17'H 1.5" x 4' • PI.ATE8 MINIMUM. b 0 ' d " 1 d S - ' Q N Z N O S Q 2 /� tf Q F. d� o a ♦ u r+ r.� .-. � . .-. _ . . . . . � + � �� io100 B 1008 1008 ' I�"�'� ( , ICENTEX �1550R" C1D03 J . ' oc a'-os-ii ax�u , xo �-o� oc a-os-i� xo �:o� � � T ��- a 7•OB-1) T � i ' C 1 �t,= A 3x�= C D 7x5.611 iC 10-OB '3•06�-OB BC ]•06-OB 30-OB 7-01-00 �- 7-o3-DO UnlSter -- VereSon )7.0.503 PLA7ING CONFOAMS SO 7PI RUN DAT6: 5�31-95 NOTESi (OAOSS:AREA..ME7HOD) 1. TAVSSE9 MANUPACSVRED BY - VBRIPY FI;A7B VALV65� MSTN DAV1bSON INDUSTPIE9 C92 SI2E LUMBER i8 IEB-LOR CORp0RA7I0N� 70P 0.15 7X l 9P•p2 1500 GAIP BASED: ON SYF LUMBER Z• ANALYSIS CONPORMS SO BTM D.0! 7X 6 SP-ql 165D PLAT2S - �,jO �GAVG6 57�-10 V8C (Spi•B5 4 NDS-911 . MBS 0.05 t7f i SD-K) 850 3, NIND 1.OA05 - II8C,198B EDYTN GRIPPING i15�•�09 p5I PER,PA3R i1tU55 TS DBSICNBD AS 1� LATERAL BRACINGi INCLVDES 15.Ot .INCAEASC� MriN WSND-iOkCC RES SYSTEM TOP CHORD - CONTINUOV9 TENSION 92t• 680 PLI �PER PAIR NIND SPeED - BO MPH 8TN CHORD - CONTINUOUS SNfAR 838- �72. pLI PER PASA NEAe7 ROOF HElOHT - 25' TAVSS SPACINO - 24.0 IN. JI TYPE PLA7E .SIZE X y EXPOSUR6 GATECORY - C A 7003 3.00 % 4.oa 7.6 i.2 ��CUPANCY CAi6G0AY - 3 LOAD �ASB tll e ]OO1R 3.OD % d.00 2.7 CTA 6. PASTEN iRV59 TO 8RC A ' .-_ LVMUE0. 8TA6S5 INCREA56: 15r0Y FOR SSB LB9 OP UPLiFT, � LOADlNC LIVe D6A0 (PLF) D 20D1 3�.00 % �.00 2.6 S,J WHILL PFAMITTINO NO UPWAND _, 7oP CMD {0.0 70,0 1001 3.00 % 5.60 CYR C7R � MOVEMEN7 OT MALL OR BA�. BTH CHD 30,0 ]0.0 R � PLATE' IS ROTATED BY 90 DEG 5' PAS?EN TRU59 TO BAO G TOPAL 50.0 50.0 100.0 r0R 11B LB9 Op VPLIFT, SUPpOAT CPlTEAIA WH3L6 pERMITTINO NO UPWARD J7 REAC7 NID7H J2 APACT NID7H Md�LMENT OP N7�LL OR BRG. LBS IN-9i LBS IN-SX 6. OIRDER CONDITION: A 350 )- e C .35� 3• �B COMMON GIRDE0. TYPE. Ti6-IN TRUSSeS ON 82N CHD LOAD CASF p] MIND LORD MITH SPAN OF 3.000 fe. LUne¢R 9TNE55 SNCREASE� ]),Ot LOADINO GIVE DEAD (PLi) POP �HD -7B.] 9.y BTN CXD •9.6 11.8 TOTAL •a7.9 21.) -=Q,7 SVPPORT �R1YfRIJ1 JT 2YPE NORZ VER7 N1DTH GBS LB9 IN•SX A PIN D -119 J- e c xoaa aLa o •sie a• e 0Qh 1., Ne�,�� LCFT ALGHT O4 O\ST(� �j� H6EG OIN - 1S%- OIN - ISR � R�� NO. F � MEMBER FOBCES (LBS1 8���19 rov cxoROS BTA�pF A�B. . )20 C B-C . 320 C 4...ppp B0770M CHORD9 � ���'� A-D + 266 T D-C � t66 7 uees SSbNAL D'6 ' ]92 i .�%� 's�w \ DL.LL DEFL . 0.02• IN 8-C -"•L DEFL . 0.00^ < S/360 ' /DL.LL DEFL-.999 s/�errx- a.a . M A�( � 5 1995. _.. � ��0.,' d ' 1 d S - � Q N 2 N'OS' � T nHrr� Q o - .� . �. r. . . - � _ ' " - - ' + o .a iVyVV ti 1�08 1��8 �..�n CENTfiR °1550R" C1003 � � � x �-os-u 3x�if " - M0 ��=07 - DG �-OS-I1 � xo a.ov .-. , i? el z-oe•i3 r 1 1 � 3xf= A Jx�_ C D ' 2x�II rc io-oe 3.os-oe BC ]-06-OB 10-OB 7-01•00 7•01•00 Vn15[et •• Verelon )7.0.501 IAAD CASE {7 NIND �FROM RIGHT RUN DATL: 5-11•95 LUnBEA �5TAB55 iNCRiASE: .7�3.0k PLATING CONFORMB TO TPI LOADIN� LSVE OEAD IPSFI �GAOSS ARBA METNOD) CSS SIZE LUMB6R 1.15FB TOP tXD VERIFY 4L�TE VALVE9 M17N TOP D.33 7)I a 3P-p2 �72p 20.0 �,7 7CC•LOK CORPOMt20N B7M 0,09 �X 6 SP•tl� l�Z� 87M CND 0.0 3.8 GRIP BASBD op SYP LUM9EB N➢S O.OI 2% 6 SP•p7 9B0 20TAL 10,0 B.5 28.5 PLATFS - IO OAUGB�ST-20 AEPET171V6 MEMBER 57'RESS VS¢D. t%C£P7ION5: GRIPpINO 515-oD9 PSI PE0. PAIR A-B •7�.9N 4.7 INCLUDES 15.OR INCAL>A56 LATZRaL BRACING: 0'� -39.tN �.7 TENSION 927• 6BB PLI DER PAIR TOP CHORD • CONTINUOVS SUPPORT CPIiERiI� SHf�R B3B- ��2 pLI PER PAIA B7M CNORD - CON'l7NUOU5 Jr TYPB NORL�� :VfR7 M7D7H TNUSS SPACING - 2�,0 IN. LBS LBS 7K•SX JT TYPE PLA1'B 6IZ6 7( Y � PIN -x5 -70 3- e A 3001 7,0o z a,0o �.6 J.3 ,� LOAD GSE N1 C NORL RLR 0 -86 7- B B 3001R J.00 X �.00 2.2 C7R� � tUMBER STRESS INCREASE: 15.0� LOAD CASB' q� aIND // R1bGE C ]001 J.00 % 1.00 �.6 3.7 , . IAADINC LIV6 DEAD (PSF)� � 3001 3.00 7[ �,00 CTR CT0. - LVMBER 57R¢55 INCAfASE: 7j,p� TOP CND 70.0 10.0 LOADING Llvt DEAp �p$)) 8TM CND 0.0 50.0 A � p�7B I9 AOTASED BY 90 DIiO 707AL ]0.0 Z0.0 a0.0 TOP CND so.0 {,7 � 6UPAORT CRS7'BRIA BPN CHD 0.0 ).B NOTES: J7 REACT Y1D7X JT RE)�C7 N1DTN 70TaL 70.0 8.5� 2B.5 1. TRUSSES MANVFAC7VRED 8Y • E%CEPTSONS: LDS IN-SX LBS IN•S% �_p DAVTDSON INDU9TPIES 1� 7B3 3- B �C 7B] 7_ B '17.ON �.7 2. ANIILYSS9 CONPOAMS TO e•G •37.ON �,T UHC (7pI-BS i NDS-91) . LOAD CAS& p2 MIND FROM LEFT SUPPOA7 CnI7ERIA 3. uIND LOAD9 - VBC,19eB EDITN .1T 7YPB No0.i VBAT 4IDTN TRU95 IS DESIGHED A9 A LVM➢ER 9THESS INCAEASB� 77.0� LOADINC LIV6 DEAD (pSF) LBS L85 IN-5% MAYN MIND-PORCE ALS SYSTEN 70P CMD ]0.0 � A PiN d � o -�B �• e MIND SPEtlD - !a MPH C xORZ FLR 0 -7B 3- 8 MEAN ROOP HETGNT - 75' 8TM CHD 0,0 3.B 707AL 20.0 B.5 28.5 �LEF2 EXPOSURB CATEOORY - C E%CW730N9� AICH2 OCCUPANCY CATeGO$Y - 1 �_B NEEL OIN - l5X OIN -. a51f l. FAS]'EN 7RU55 TO BRO A -19.2N �.7 8-C •14.9N �.7 MCNBER PORCES (LB51 FOR 66 LBS OP VPLIFT, 9UPP00.T CRITERIA WHILE PEAMITiINO NO ppNARU JT ?YP6 HORZ VCR7 M1DiN 70P CHO&DS MOVEMENT OP��rALL Oq BAQ. A'B - 256 C B-C . ]56 C �; S. FASTEN 7RU55 20 BAG C LBS LBS IN-SX BOiSON CNOADS fON B6 L85 OF VPLIPT, A PIH 75 -66 3- B A-D . ]3], T D•C - 21) T C HORZ RLR 0 -70 3- B WHILE PERM21"flNG NO UPWARU � . NEBS MOVEMEM OC uALL OR BRC. �'B ' 71 i D4rLL DEFL - 0.07• IN B-C LL �Dtf'L - 0.00• s S/760 OQn L. He�' 5/OL+LL DEFL=999 6/DEF7H� ).0 �y ,4G�SrF9 �� Q' �. � �'� 8����8 �` STATE pp ����'bNAI / - MAY 1 5 1995 � �z�co; - d - L d s - - a N x ti� c,.�:r. , ....,.:, o .� - .� � .._,.. . . _ - - - . .