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HomeMy WebLinkAbout0143.97 Truss Plans i.. •"... .� �.v +rY�VV VVO � - I � 1.' RS . �100000 8' 1008 V'_: � ICENTEX '1631R" A2009 E� �d� oc 6-oz-ii a:s.6ii . . HO {-07 � . ' 77G 6-07-11 HO 6-07 �- 12 8� 3-08-07 T 1 3 3x5.6= A 3x5.6= L � � :�''� F;:.y � D 3x5.611 TC 70-OB 5-00-00 5 � � ' r BC 30-00-p0 30-00-00 UniS[ar -- Version 37.0.501 PLATSNC CONFORHS 70 SPZ N�TES: RUN OATE: 5-11-95 . , (GAO55 AJtEA NE7HOD) 1. TRUSSES MANOFACiUA eY - �ERIFY PWTE VALOES NITH - UAViD50N INDOSSRI£� CSI SIZE LUMBER FB SEE-LO% CORPORAiION 2. ANpyy5I5 CONFORMS TO TaP 0.6] 2]C < 57-K7 150U GRIP HASED ON SYP LVMBER UHC (iPI-85 & NDS-91) . BiM 0.73 ]X 5 2250F1.9 2260 ' PW'pE5 - 2a GAVGE 5T-]0 'dH5 0.65 2% C SP-q3 850 3. 2REVENI' iAU55 RO'IATION AT GRIPPINC 515-109 PSI PER PAIR ALL BEARING LOCA2IONS. LOMBER SiAE55 iNCdEASC: 15.Ot INCLVDES 15.0} INCREASE 9. GIRDEx CONDITION: TENSION 922- 6BB PLI PER PAIR TIE-SN TRUSSZS ON BTM CVD L:.TERAL 2RpCING: SHTAR 838- a77 PLI ?3R PAIA TOP CY.ORD - CONSINOOUS WITH SPAN OF 19'- 6" ���� 5. USE PROPERLY zA?ED HANGZAS dTM [HORD - CONTINUOUS � JT 7YPE ?LATE SIZE % Y FOR LOADS FRAMING ?NTO TFUSS SPACING - 2q.0 IN. �A 2001 3.�0 % 5.60 fi.'! q,0 GIROER TAO55. B 7001R 9.00 X 5.60 CiR CTR LDADSNG � L:Vg pEAD (2LF) C 2001 ].00 % 5.60 6.� 9.0 POP CHD 00.a 2U.0 D �1001 3.0a % 5.60 CTA CTR 9TM CHD ll5.2 195.2 TOTAL 215.2 215.2 430.3 R . PLASE IS AOTpT=D dY 90 DEG SUPPORT CRI:ERSA ' J7 REACT wIDTH JT REACT wIDTH iP5 IN-5% LBS IN-SX A 2153 l- e C i157 J• e LEFT AIGAT 3EEL OIN - 45X OIN - 45X 94h l.. Hej's MENBER e'ORCES (LBSI o G�STF9 � ?OP C80.7D5 �-e _ l9ao C B-C . 1990 c � Q,� Np F` � eoxTOw C::ORDS 3 ���19 7.'D • '_615 ^ D-C . :615 ? weas ,e • STATE OF D-B . 1953 T � /]I�'�p, .��P�, DL.LL oEFL . O.11^ ?N 9-C �'/�N� . .L OEFL . 0.07" <. 5/360 5/DL+L'u DEFL-999 S/DEPTN. 7.0 MAY 1 5 1995 �. ,/ ... .. . . QUAN TYPE SPAN P1-H1. OVERHANGS JOH �R 1 ATI2 340200 B: 1008::.`1008 CENTEX ".1631R" A2010' E�- /} A �x5.6= 2x411 HO 1�078_1� � D P W 20-OB-14 ' �?� 2x4= NO C-07 7x4= 12 3x5:64 �� a E. � a � e S� ' 73o zo 2x6�1 3xS.6J B ,53 3x�J 11-09-02 3x44 N M j. 3u5.6= 7 �9 1 ' A Tl 3 1 7 g 3L t.. H � 5 12 p 2 23 0 3x5.6= eQh B/7 9 G b B1L B1H B1R �O �p�5T�c9 3 � � ioxia= sxs.su � e ia= �zio.au � Q NO. FQ � F H " . Sx6.< II� 8���ya f $ m ., sTare oF _� ^ i�-ci-oo i�-oi-oo ° ��UT�* �c xi-ii-oe iz-oz-iz bkaLE�'� 34-07-00 ' uAV � ,005 UniStar -- Vezsicn J�.0.501 LOAD ,�ASE K3 MEXBR C5I P(LBS) MO15S M�24D AUN DATE: 5-11-95 LIIMeER 57RE55 INCREASE: 37.Ot 53-N 0.54 959 C 0 7Z1 LOADING LIVE DEAD (p5F) N-G 0.69 571 C -)21 0 G52 SIZE LVMBEA 1.LSF9 TOP' CHD 20.0 1U.0 BOiYOM CHORDS TOP 0.71 2X 4 SP-q2 1720 H7M CND b.0 30.0 A-L 0.16 1592 T 0 0 3TM ��.95 2X10 SP-q2 1210 T07AL 20.0 20.0 90.0 L-I 0.95 1592 ? D 23051 ae5 0.45 1X a SP-p7 9B0 EXC5PTIONS: I-X 0.89 354 T-73051-15199 �%GEPTIONS: I-H 0.0 10.0 N-51 0.81 540 T 15199 0 C-J 3X 4 SP-i�2 1720 G-� 0.0 10.0 S3-K 0.65 540 T 0 11655 �-6 H-2 i!-N SAME AS C-1 A-D -18.8N 10.0 R-G 0.65 590 T-11655 0 A£PE7ITIVE MEH9ER STRESS �VSED. '�rG 25.ON 1�.0 wEHS SDPPOAT C3ISERIA L-M . 567 T M-I - 829 C � f' LAYERAL 3RACING: J: TYPE HORZ VERT WIDTH I-B . 125 T G-J . 650 G IYq. TOP C50RD - CON7INUOUS LHS LBS IN-SX J-D - 61 i J-E . 650 C HTN CHORD - CONTINOOUS A 2IN 67B 138 3- 8 H-P . 507 T H•N 548 T ONE BRAC� - H-F G HOA2 RL'n 0 196 3- 8 R-N . 755 C i . TRU55 SPACING - 16.D IN. N HOAZ ALR 0 905 7- B DL�LL DEFL . 0.35" AP 52 � L0,1D GAS'z C1 LOAD CASE k< LL D£rL . D.50" < 5/360 LUMHER 57'RE55 INC7EASE: 15.Ok LDMBEA STRESS INCREASE: 15.-0t � �ULL HOAZ . 0.61" AT 52 ' LOADING LiVE DEAD (PSF) LOADING LIVE DEAD (PSF) 5/DL�LL DEFL=933 5/DEPTN- 3.0 � :OP CHn 20.0 10.0 TOP CHD 20.0 10.0 ' 3TM [Y.D 0.0 10,.� dTM. CHD 0,0 10.0 PLA7iNG CONFORMS TO TPZ � COTAL 20.0 20.0 90.0 POTAL 20.0 20.0 40.0 (GRO55 AAEA MEiY.OD) 'cXCEPTIONS: EXCEP7ION5: VERIFY PLATE VALUES WITN I-4 10.0 10.0 I-H 30.0 10.0 TE£-LOR CORPORATION C-^e 0.0 10.0 C•E 0.0 10.0 GAIP BASED ON SYP LUMBEA SllPPOR7 f7ITEAIA D-G� O.ON 10.0 PLA7E5 - 3U GAUGE SS-30 JT �EACT. '.uIDTN JT AEACT WIDTH SQPPOR7 CRITEAIA GRIPPING 515-409 7SI 7ER PASR L85 iY-5% La5 ?H-SX JS � TY?E HOAZ VEAT WIDTH INCLUDES 15.7t IN[REASE d 9!6� 3• B G 610 3- B � GHS LBS IN-5% SENSION 922- 6B8 ?LI PER PAIR :3 905 3- 9 A PIN 0 890 3- B S�1EAA 838- q72 PLI PER PAIR G' HOAZ RLR 0 a26 3- B � ]OAD CAS'c �7 H. YORZ ALR 4 661 7- B St TYPE PLA2E SI2E % � L�'MBER aiRE55 INCR:aSE: 33.Ot A 2001 3.00 % 5.60 3.6 6.0 LOADIVG LIVC �EAD (PSdI LOAD� CASZ q5 B 1001 2.00 % 9.00 CTR CTR T08 LHD 70.0 10.0 LOMHER ST�ESS ZYCBEAS£: 15.OY C 3001 7.00 % �.00 C:R C:R 3TM CHD �O.J !U.0 LOADING LIVE DEAD (PSe) D J001 4.00 X 5.60 CTR l.Z T.OTAL 2D.0 20.0 90.0 TOP CHD 20.0 1�.0 1001 2.00 % <.00 C7R C]'R �%C=PTIONS: BTM C:iD 0.0 i0.0 F 1001 2.00 % 4.00 CTA CTR iF3 0.0 10.0 TOiTI. 20.0 ]0.0 40.0 G 2001 ).00 X 5.60 9.6 6.� C-'e �.D 10.J E%C'nPSIONS: H 2O50R 5.00 % 6.10 CR C7R A-0 25.04 10.� I-i7 30.0 1�.0 I 1030A 5.00 X 5.60 3.0 7.5 � 7-G -'9.3N� !0.0 [-� 0.0 10.0 d 1001 z.oa X Q.Oa C?R CSY . S9PFOA7 �RIT'cRIA d-D O.ON 20.0 ( 1001 3.00 R1�.00 CTR iTR JT TY35 40R2 VER7 %1IDTH SUP?ORS CRI'.�AiA L 110] 1D.OU X12.00 C2A '1.0 tas .,as IN•S% JT TYPE 30R2 VERP WIDT9 M 1050 7.�0 X 1.0� C:R C^3 ' 7IN -'e7B 734 3- B L35 LBS I:1-aX Y 1050 3.00 % i.00 C?R C:% " riORZ iL�2 0 a67 l- 8 A 7?N 0 559 ]- 9 51 11�0 8.00 %13.00 C'A 0.6 :i HOAZ iLa 0 -62 3- 8 riORZ RLR 0 969 3- 8 S7 1100 3.00 % 5.60 C:R 0.3 ' H �iORZ RLR 0 948 3- 9 53 1100 3.00 X 5.60 ['R 0.2 � LiFT RIGHT �i . PliA?E SS dOTATED BY 90 DEG ' �' ALL FILLER AND EiLOCXINCi FEEL aiN • asx aix • asx voTSS: MEbtEERS NOT A PAAT OF THE nsnan cs: a tcesi M015T MOlND i. raussES MANUFAC7URED eY - f... STAUCTURAL ANALYSIS TO BE A. TOP CHOA�S DAVIDSON INDU57RIES M 0.71 1492 G 0 -3'163 ]. ANALYSIS CONFORMS TO PLATED WITH 7.5' x 4' �-sx O.e7 8�5 C J76J 0 UHC (TPI-BS 6 NDS-91) . 52-8 0.71 BJO C 0 1D17 3. TNCNOR SRU55 FOR A TOTAL P1..4TE5 MINIMUM. a-c 7.6� '129 C -101'1 -3933 NORI20NTAL LOAD OF 678 L85. - C-D 0.'e� 161 C -110 0 1. .°AS'IEN TAOSS TO 9AG X D-S 0�]1 B1 C 0 -1780 ?OA 62 LBS OF UPLIeS. - � . � - - �=F �.7J �07 C 30�4 1508 - WHILE PERMi7TING NO UPWAAD� � . - .. . F-5] . 0.J6 �93B C -1508 0 NOVEMENT OF WALL OR 3RG. QUAN TYPE SPAN P1-H1 OVSRFiANGS JOH �R , 4 ATI2 340200 8 1008"' 1008 CENTEX "1631R" A2010�. E�- /1 6 B � +"5.6= zxatl ' HO ��07e-14 D P �G 20-OB•14 � � 3x4= . HO 1-07 3X9= lZ 3x5':6� � 9 ��E B� 52 . T1D ZQ Ixi I I 3 x5.6�� g 53 3X9J 11-09-07 3xa i N M * 3x5.6= A yl 1 � 2L 5 B 6 3x5.6= G � Q B1L L I H1M 81R Q si, x � 1�x12= Sx5.611 H Bx13= 3x10.� 11 Sx6.411 m o m TC � 17-01-00 17-01-00 g ' ' BC 21-11-04 12-07-12 J4-02-00 OniStaa -- Vezsion 37.0.501 LOAD CASE q3 neHeR CSI P(L85) MmlSi Mm7ND RUN DASE: 5-11-95 LDMBEA STRE55 INGREASE: 77.Ot 53-N D.54 959 C 0 721 LOADING LZVE DEAD (YSF) N-G 0.<9 5�3 G -721 a CSI SI2E LSIMBEA 1.15FB TOP CY.D 3U.0 10.0 BOT70M CYORDS TOP 0.�1 2% 4 SP-q2 1720 BTM fND 0.0 10.0 A-L 0.16 1592 T 0 0 BTM 0.95 2X10 SP-p2 1230 TOTAL 70.0 7�.0 40.0 L-I 0.95 1593 7 0 23051 ' WBS 0.q5 2X 9 SP-N3 9B0 EXCEYTIONS: I•H 0.89 95a T•7]U51-15199 bXCEPTIONS: 1-i1 0.0 10.0 H-S1 0.81 560 T 15199 0 C-J 2% C 57-X2 1720 [-E 0.0 10.0 51-K 0.65 540 T 0 11655 J-E H-F H-N SAME AS C-J .1•D -18,eN 1'0.0 R-G 0.65 540 T-1]655 � �25PETI7I� MEM9ER STRESS USED. D-G 15.ON 10.0 WEHS SOpPOAT CQIiERIA L•M • 567 T M-I . 829 C y' LAtE0.AL 9AACING: J7 iYp� HOR2 VERT WIDTH I-B � 175 T O J • 650 C �yQ'TOP CHORD - CONTIM1005 L85 L85 IN-5X J-D - 61 ? J•E - 650 C _ BTM CHORD - CON7INUOUS A PIN 6]B 178 3- B H-F . 50'7 7 H-N 54B : � ONE HRACE - N-F G NOR2 ALR D 194 7- e !(-N - 155 C • ' TAU55 SPACITG - 16.0 IH. ii Y.OPZ RLR 0 BOS 3- 9 DL.LL DEFL � 0.95' AT S2 ��AL1 Gas� °1 LOAD [.158 p4 LL DEFL . 0.50• < S/36o LUYHER STRESS IN�REASE: 15.Ok LUMHER STRE55 ZNCAEASE: 15.Ok DLtLL YORZ - 0.61" AT 52 LOADING LIVB DEAD �PSF) LOADING LIVE DEAI1 (PSF) S/DLaLL DEFL-433 S/DEPTY.- J.0 70P CHD 20.0 1�.0 TOP CiD 20.0 10.0 2TM CY.D 0.0 30.0 BTH CY.D 0.� 10.0 PSJfTINC CONFORMS SO SPI :'07AL 20.0 20.0 70.� TOTAL 20.0 20.D 40.0 (GRO55 AAEA METfiOD) E%CEPTIONS: =XGEPT:ONS: VERIFY PI.ATE V7y(;ES WITH I-H ]0.0 10.0 I-H )0.0 30.0 TEE-LOK CORPORATION G-B 0.0 10.0 C-: 0.0 10.0 GRIP BASED ON SYP LUMBEA SUPPORi C7ITER:A D'-G O.ON 3�.0 PLATES - ZO GAUGE ST-20 �JT REACT '+`IDTH JT dEAC2 WIDTH SUPPOR? CAITERIA GRIPPING 515-409 ?SI P=R PAId L25 ?:7-SX LHS 1N-SX Si TYPE HOAZ VER^ wIDTH :NCLUDES !S.Ot INC3EASE A 916 3- B G 610 3- 3 LBS LBS IN-SX T£NSION 922- 588 PLI PEA PAId A 905 3- d a PIN. 0 890 )- B SHEAR B3B- 472 PLS PER ?AI.l G 40RZ �Z!,R 0 al6 J- 9 LOAfi CAS'e °7 e HORZ 7LR � 661 7- 9 ,iT 7YPE PLATE SIZE X Y LUNBER STRE55 INCREAS<'.: ]3.ai A 20D1 3.00 % 5.60 9.6 6.0 �OADING L:V£ DEAD (PSFI �OAp Ca5'c p5 9 1001 2.00 R 9.00 CTA CiR T.OP CYD 20.0 10.0 LLH9EA STRESS INC3EA5^z: 15.Oi C 1001 1.00 X 6.00 CTR CT9 d?M CHD 0.0 10.0 LOAlJING LIVE DEAD (P57) D ]001 4.00 X 5.60 CTR 2.] '07.1L 20.0 20.0 40.0 TOP C8D 2�.0 10.0 1001 2.00 X <.OD CTR C7A °XCEPTIONS: 3?N C3D 0.0 L0.0 r 1001 2.00 X 9.OU CTS2 C��t I-X 0.0 30.0 ?OiAL 20.0 30.D 40.0 G 20G1 3.00 % 5.60 9.6 0.0 C-E 0.0 1�.0 iXC°PTZONS: H 1O50R 5.00 % 6.<0 CTR C?7 .�-0 25.DN !0.0 i-ii J0.0 !U.0 103oR 5.00 Y >.60 7.0 3.5 �-G -1B.dN 10.0 C-E 0.0 10.a S 1G01 2.00 :( 9.00 CSR CSA SUPPOR7 C7I?ERIA a-D O..oN 10.0 ( 1001 ].00 %10.a0 i:R C?3 J. ?Y2� 30R2 VEAT eiDT9 SLPPORT CRITEAIA � i 11D2 10.00 %12.00 CTR 9.0 L25 L25 i8-a% ,iT :`!P°_ HORZ VEAi 'dIDS3 N 3050 3.00 % i.00 C:R CTR .4 2IV -678 �]4 ]- d L85 L25 IN-5% N 3050 J.00 % C.00 CT4 C:n G Y.ORZ RL�2 0 <67 ]- 8 ,1 2IN 0 i59 7- 8' S1 1100 8.00 X12.DU ::R 0.5 H `]ORZ 3LR 0 -"03 3- d G 90R2 3LR 0 c69 3- 9 52 110a J.00 X 5.60 C':'A 0.? .. liORZ aLR 0 3�8 3- 8 S3 1100 3.D0 X 5.60 C:R �.I � L• H g' LiFT aIGHT �2 . ?LA:� IS R07ATE0 BY 90 DEG �/� }FEEL DIN - CSX OIN - a5X C� G\ST���� MEMBR GS'_ o(L85I MO15T MO]ND v07ETRU55E5 N.ANOFAC7VRED BY - 70P CHOADS DAVIDSON INDUSTRIES � � HQ. 7 A-M U.�1 1992 C 0 -3763 2. ANALYSIS CONFOAMS TO . p 6.�1�19 M'S� 0.67 9�5 C 3'I63 0 UHC (iPP-BS 6 NDS-911 . ! . 57-9 0.2! 930 C 0 101� l. .1NCHOR YAV55 FOR A TOTAL .clT�lC OF 3-G O.o'1 '729 C -1017 -3833 HORI20N7AL LOAD OF 67B LBS. 4� C-D 0.56 161 C -110 0 ' <. �ASTEN SROSS TO 9AG H � {� f���t` D-E 0.J2 81 [ 0 -1700 FOR 62 L85 OF VPLIFT:- "L 5-F O.JI �03 C 20]4 1508 WHILE VEAM.I7TIVG NO UPWARD C 7-53 D.76 938 C -'_SOB 0 - MOVEHENT OF wALL OR BRG. . . `�KNIAI . - . , � • . .. . MAT 1 3 1995 _ QIIAN -TYPE SPAN P1-H1 OVERHANGS JOB �R 1 MONO' Z90604 8 0 0 CENTEX "1631R" 'A2010 ' E L � Q C DG 77-OB�-00 -HO 13-09-30 HO 4-07 3x5.611 8 Y 12 8 Sic5.64 F T10 � 6 , 1B 19 13-04-10 Sx5.6�� �� E 9 . 17 � � 11 y� 15 17 3 ?1 ]x9= � 8 30 1 < � A 6 5 91 0 9x6= C Sx5.6= TC 19-06-04 BC 19-06-04 19-06-04 LniSGar -- Veision 37.O.SD1 DL.LL DEFL . 0.33' IN A-E NOTES: dQN DAPE: 5-11-95 LL DEFL . 0.02' < S/360 1. TRUSSES MNIUFAC'IVRED BY - S/DL+LL DEFL•'101 5/DEPiH� 1.5 DAVIDSON INI)OSTRI2S i'�` CSI SIZE LDMHER 1.15FB 7. ANAJ,YSIS CONFOAMS TO TOP 0.50 2S C SP-7�2 1730 PLdi?HG CONFORMS TO 7P3 UBC (:PI-BS 4 NDS-91) . BTM 0.60 7R d ST-#2 1720 (GROSS� AREA ME7NOD) 3. END VERTICAL�S) NOT wB5 0.47 2X 9 54-k2 1�2� VSAIFY PLATE VALU£5 WITH DESIGVED FOR WIMJ EX?OSU0.E. �X[EPiI0N5: TEZ-LO1C CO0.PORA7ION �-D 2X 9 57-q3 9B0 GRIP bASED ON SYP LIIMBEA LUMBER STR555 INCREASE: 15..Ok ?l.aTES - 20 GAUG4 ST-20 REYE7IiIVE MEMBER STRE55 OSED. GRIPPING 515-a09 ?SI PHA PAIA 4. ALL FILlER AMtO 8LOC7CING � iNCLVOes is.ax INCAEASE y,�F�gEpg NOT A PART Op T}{� � LASEAAL 9RACING: T:N520N 922- ve8 PLI PER PAIR �.f'E 'LOP CHORD - CONT?NUOUS 5'1.EAA 838- 472 PLI P�R PAIA 6TRUCTURAL ANALYSIS TO BE SSM C30RD - CONTINUOUS PLATED WITH �.S' X�O' ONE BitACE - F-C JT TYPE PLATE SI2E % Y PLATES MINIMUM. TWO BAACES - C-B A 7001 J.00 % 4.00 9.6 7.3 °AUSS SPACING - 24.0 IN. �3 4200 3.�0 X 5.60 CTR CTR C 1D30 5.00 % 5.60 CSR CT3 '�$. -�'-- cowive tive new tase> o ioio a.00 x a.00 crx c�x —+'��VERTICAL(S}NOT roP can zo.o �o.o a �io� s.uo x s.so crn' �.a DE$IGNEDFOqWINDEXPOSURE. 32M CHD 0.0 10.0 i 1010 5.00 X 5.60 CTR CTF ' :OTAL 20.0 20.0 60.D SUPPORT CAI7EAIA JT AEACS %IIDTH JT REACT eIOTH LBS IY-S% LBS IN-SX n �ao �- a c �eo 3• e Qh L. �e/ i7 �EFT 7IGH7 �J ^ s :d£EL oiv - asx � j ��G,�Q�'�F.3� YEMBER FORCES (LBS) � 805i0d18 ?OP CYORDS �� STh�TE� -4-d � B70 C �-F � 646 C ��1� i-B + 0 ? ,(. 30TSOM C40RD5 �cS��pL � a-D . �2< i D-C - 377 T �� uEBS 3-D - 7]4 C D-F - 490 T 3-C - 613 C C-B - 19'1 C - - MAY 1 5 1995 QIIAN TYPE SPAN Pl-$1: OVERFU�2TGS JOB �R 7 MONO 190604 ' 8 . 0 � CENTEX "1631R" A2010 �L fF /j L � nc 13-ae-oo AO 17-OC-10 HO 4-07 . ' . � 7z5.61) g R ZZ 0 SY�J.6% F S19 � 33-09-30 Sx5.6� E 4 2 � V 3 Tl 3x4= 1 A B1 D 4x4= G Sx5.6= TC 19-06•04 BC 19-06-0� 19-06-04 GniS[ar -- version 77.O.SU1 � DS�GL DEFL - 0.77^ IN A-E NOTES: ,iVN DAT�: 5-11-95 LL DEFL - 0.02• < 5/)60 1. TROSSES MANUFACiDRrD 9Y - � 5/DL+LL OEFL.701 5/DEPTY.. 1.5 . DAVIDSON INIIUSTAIES �� �' CSI SIZE LOMeER 1.15FB � 2. ANALy5I5 CONFORMS TO ?OP 0.50 2X 4 SP-#2 1770 PLATING CONFORHS TO TPS QHC (TPI-BS 6 NDS-93) . 3TM 0.60 2X 9 SP-i12 1720 (GA055 AREA�NE7HOD) 3. END VERTICAL(5) NOT wB5 0.9'1 2X 4 SP-i�2 172U VEAIFY pLATE VALDES WITH DESIGN£D FOA WSND �%POSUAE. �7(CEPSIONS: - SS�-LOK COAPORATION �-D 2X 4 SP-qJ 980 GRIP 9ASED ON SYP LUMBER . LUMBEA SiAS55 INGdEASE: 15:OY PLASES - 70 GAOGE ST-2D 'J�- �p�q�CAL(S)NOT 35PETI7IVE MEMHER STRESS USED. G�7IPPING 515-409 P52 P=R PAIR � INCLWES is.ot INCREASE CESI�NEDFORWINDFXPOSURE. * WTERAI. 2RACING: ?ENSION 922- 6BB PLI PER PAIR 144.TOP C£ORD - [ONYINU005 SHEAR BJB- 4l2 PLI PEA PAIR 3TM C:iORD - CDNTINUOUS ONE 9RA[� - p-C JT T':?E PLATE SI2E X Y iw0 3AACE5 - C-B a 2001 3.00 % a.00 4.6 3.2 TaU55 57ACING - 29.0 IN. 9 <2D0 J.00 % 5.60 CTA CTR � 4010 i.00 % 5.60 CTR CTR LOADSNG LiVE DEAD (75F) D 1010 9.00 X 9.00 CTR CTR "OH CHD 20.0 10.0 = 1102 S.OG X 5.60 CTR ].0 3T4 C4D 0.� :0.0 . 1�10 5.00 % 5:60 C7R C7A ^O:AL 20.0 20.0 40.0 SJP?OR? CRI7�RIA ST RETCT :IIDSH JS 7EACi WT_DTH L85 IN-�SR, LBS SN-SX y0�� L• Hg��s .� �ao 3- a c �eo �- s 1S7c' 3 �cTT RIG'r.T �7 C/�G 9� g R:EL OIi�' - 45X Q' N�, 7 j 8�. ��19 MEMHE�2 70RCe.5 fL35) STATE_`OpF �-H B7oPTGH0RD5 a 696 C p.�.��, ��P�''� BOTTOM CHORDS ^��R�AL �^ A-D . ]7< T D-C - 3�1 T '/` � '� � WEBS l � 8•� • 329 C D-F - 990 T ��L i-C . 617 C C-3 - 19� C � MAY 1 5 1995 .:. . .. QIIAN TYPE . SPAN Pl-Iil . . OVERHANGS JOB 9 MONO 190604 8 1008 p '' ` �R CENTEX '1631R" A2010 EL h� � DG 23 OB-00 HO a-07 � 110 13-Oa-30 � . � 3xS.bl1 B ,r- 12 B Sx5.6�/ F T1D � 13-Od-30 Sx5.6! ' E 9 z �t r 3 71 3x4= 1 A el D 4x4= C Sx5.6= T� g 19-06-04 BC 19-06-04 19-06-OC Uni5Ca2 -- Version 37.0.501 DL.LL DEFL . 0.33" IN A-B NOTES: RIIN DA7E: 5-11-95 LL DEFL . 0.02• a 5/J60 1. TROSSES MANOFAC7URED BY - 5/DL�Gli DEFL.l01 5/DEP?N. 1.5 DAVI�SON INp057RIE5 . CSI SIZE LUMBER 1.15FH Z. NvALYSIS CONFORMS TO � TOP 0.50 1% 4 SP-p2 17Z0 PLATING CONFORMS 70 7PI OBC (TPI-BS 6 NDS-91) . BTM 0.60 7% 4 SP-q2 1770 (GAOSS AAEA ME7}IOD) 3. END VERiICAL(5) NOT Wb5 O.C7 3R 4 SP-q3 17]0 " ViRIFY PLATE VALUES :JI?H OESIGNED FOR WI:]D EX205UAE. EXCEP7ION5: TEE-LOK CORPORA2ION ='� 2% 4 SP-p3 9B0 GAIP BASED ON SYY LUMBER LOMBER STRESS INCREASE: 15.'Ok ?y;�TES - 20 GAUGE ST-ZO R=PESITIVE MSMHER STRE55 OS�D. G,�IPPING 515-409 PSI PER PAIA ¢ ����CA1.(51 NOT ixcr.wcs is.at rvcxsASa DLrSIGNED FOR V/INu EXPCSURE. � LATERAL 9RAC?:iG: S=NSION 977- 668 PLI. PER ?AIA �T,4- iOP CHORD - CONSINOOUS 5'r'EAR d3B- 477 7LI 7Ek ?AIR 3?M C90RD - CONTINUOUS ONE eRACS - ?-C : TYPE PLAT£ SIZE X Y iW0 9RAC�5 - C-8 A 2V01 3.00 X a.00 i.6 7.2 T.'<D55 57ACING - 2i.0 IN. 8 9700 J.00 X 5.60 CTR CTA C 4010 5.00 X 5.60 CTA C?R LCADING iNE EM (PSF) J 1030 a.�0 % a.0o CTA CSR TCP CND 20.0 :0.0 .. 1102 5.00 % 5.60 C7R J.0 2TM CHD 0.0 1D.0 . 1010 5.00 % 5.60 CTF CTQ TOTAL 20.� 20.0 40.0 � Sli2POA1' CAI7�AIA � 1.. ��a� JT REACT :+iDTH JT RrACT WSDTii 2Q � ias �N-sx .as iw-;x oy G��TFq s3 .a veo �. e c �eo a- a � Q'�' No. �c>>4s � L°_FT .f2GAT �����5 .__., o:N - asx ' S�TA"��EGr M_MBER FOACSS (LHS) � "t�A � ' TOP CSOADS (��L� a-� � 8�D C z-.° . 696 C / '-a . o : � BOTiOH CHORDS � A-D . '129 ' D-C . J71 T wEBS �-o . �z� C D-2 . 490 r MAY 1 5 1995 .'-C - 517 C C-3 - 19'1 C ' I11UHiV '1'�YYG SPAN Pl-Al OVERHANGS JOB ` 1 MoNO 120404 8' 1008 - �R � CENTEX "1631R� n�nin . � � � � DG 15-00-11 HO B-O7-OS . XO �•07 �xa II B 12 B 3� 6 � 9-07-0$ 7 7 9 11 13 eQ� `. He,' oy G�ST&,9 S3 3x9= 6 1 B 2 ' Q'� �H�. � 7 A 5 10 80910479 ° 1z �, ., sra�oF D Bl C ���� 2x411 4x9= � O • � 7C � 13-09-04 eC "-°,_°` MAY 1 5 1995 17-09-Oq UniStar -- Version 3�.0.503 LOAD CASE qJ IiIND FAOH RIGHT . RUN DATE: 5-11-95 PLATING CONFORHS TO TPI � LQMBER STRESS INCBEASE: 33.OY (GRO55 AREA ME:HOD) LOADING LIVE DEAD (pSF) VERIFY PLA7E VALIIES wITH �SI SIZE LUHHER 1.15F9 TOP CY.D 20,0 q,'/ TOP 0.50 2X 6 SY-q2 1720 TEE-LOR COAPORATION BiM CHD 0.0 3.B GRIp BASED ON SYP LUMBEA B7M �.27 ]X G SP-%2 1720 T07AL 30.0 B.5 ZB.S � WbS o.57 2X 9 SP-k2 1770 P�TES - 20 GAUGE 5:-70 E%CEP'1'IONS: GRIPPING 515-409 PSI PER PAIA � E%CEPTIONS: C-H -17.ON O.0 ' �'E 2X 4 SP-#3 9B0 INCLUDES 15.Ok INC+iEASE A-H -31.SN 4.7 7ENSION 922- 6BB PLI 2EA PAIA REPETITI`�E MEMBER 5'fRESS US£D. SOPPOR7 CRITERIA � SHEAR 838- C72 pLS PER PAIR JT TYP: HORL VER7 NID7H '� I.�TE.QAL BRACING:. LHS LBS IN-5% JT 1'YPE PLA7E SI2E % Y ��4 TOP CY.OkD - GONTII7IIOQS .A PIN 54] B1 - 3- B A I001 J.�O X 9.00 4.6 3.2 37H Ci!ORD - CONTINU005 C HORZ �LA 0 -259 3- B 6 47p0 7.OU % 4.00 CTR CT.A ONE BRACE - C-B - TRUSS 57AUNG - Zq,p Ip, C 9030 4.00 X 4.00 CTR C7A LOAD CASE R9 wIND // RIDGE D 3001 z.oa X 4.00 CTR CTR LOAD CASE pl LQMHEd. 57AE55 INCAEASE: 73.Dk � 1050 3.00 % 4.00 CTR fP3 LOADING L:VE DEAD (PSF) i:JMBER 57RE55 INCREAS£: 15.Ot TOP CHD 7�.0 4.� N01'E5: LOADING LIVE D£AD (ogp) 97N CHD D.0 7.8 1. TRUSSES HANLIFACSUASD 3Y - TOP C9D 10.0 10.a iOTAL 7D.0 B.5 2B.5 DAVIDSON iNDUS:RIES 3TN CiiD 0.0 10.0 °xGEPTI01:5: ' 2. ANpLYSIS CONFORMS 'f0 -OTAL 20.0 20.0 60.0 C-g 14.9N 0:0 U8C (T7I-BS L NDS-931 . SDPPOR7 CRITEAIA A-3 -19.9N a.� 7. WIND LOADS - UHC,19B6 iDZTV .iT AEACi :JIDTH J7 YEACT WIDTH SUPPOAT �aITERIA TRO55 IS DESSCNED .1S A L85 iN-5% L85 IN•SX vi TY?� HORZ VER7 >lIDT4 NAIN wI.W-70AC� RES SY57=M �1 994 7- 8 C Cgq 3- B L85 LBS IN-5% WIW SPEED - BO MPH A PSN 17 -93 7- B NEAN AOOF 9EIGHS - 75' LOAD C85� �2 :JIND FROM liEF7 C HOR2 3LA 0 -]9 7- 9 �XPOSURE U7EGOAY - C i:JMBEA STRESS INC3E.157.: J7.OY ' OCN7ANCY C.ITYGORY - 1 �OADING LIVE DEAD (PSF) LEFT a.G:3i 4, atiCHOA TRV55 ?OR A TOTAL 'CP CND iU.p ;,] !iEEL OIN • i5% riORIZON7AL LOAD OF 5<3 LBS. 3:M C:iD D.J 3.3 5. FAST'aN TAU55 SO 3RG A T.OTAL 20.0 d.i 28.5 kEMBER e'ORC:S (Ld5) cOR 106 L85 OF ❑PLIFt. _XCEPTIONS: 70P CHOROS � . i]HILE PERMITTING NO UPWARD C-3 !0."eN 0.0 A-6 . 493 C E-B • 351 C MOVEMENT OF wALL OR BRG. a-d �•9'2y 4.� 307TOM CMORDS fi. PASi�N TAU55 TO 9RG C SOPPOAT CAIi�RIa d-D . 509 T D-C . a09 'T FOR 25a LBS OF UPLIe:, �T T:'?E 'nORZ VER? WID'9 wEHS wHZLE PERMIT7IhG NO U2WAAD Ld5 LBS IN-SX �-� 124 T E-C . 965 C MOVEMENT OF vALL OR BRG. �-- �a PIV 162 -106 3- 8 C-d . 209 T C clORZ RL�7 0 -178 3- B _. . DL.LL DEFL - 0.17" IN E-8 � �.ALL flLL.EA AND BLOCKiNQ _ LL DEFL - 0.01^ < si�so MEI�ABETiS NOT A PART OF TH$ S/DL.LL DEFL-863 5/DEPTA. 1.5 _- - 6TRUCTVRALANALY9�9 �Q B€ - PLA7ED WITH-1.S X 4' _ . PLATE3 MINIMUl+f. - 4U.n.N: TYPE . SPAN . Pl-Hl' OVERHANGS JOB ._ �R 7 HPS2 140908 8 1008; ,'. 0 CENTEX "1631R" A2010 EL A B 1� . DG 17-11-14 NO 5-0�-13 . HO f-07 2x911 � H 7x4 i 1] F B� 9 SO-02-.13 3 4-30-OOC 2x4� 7 � . E C 1 3x1% 3x4% Bl A � 3x9% �4 12 8 � TC � 14-09-OB BC . ' 1C-09-OB 14-09-OB IIniS[ar -- Vezsion J7.O.Sa1 LOAD CASE p3 WIND FAOM RZGHT PLATING CONFORMS TO S7I .�IIN DATE: 5-11-95 LVNBER S7RE55 INCREASE: 33.Ot (GROSS AAEA ME7HOD) ' LOADIhG LIVE DEAD (PSF) VERIFY PLATE VI�J,UES wITH GSI SIZE LUHHER 3..15F6 TOP �HD 20.0 4.7 TEE-LOK CORPOAATION TOP 0.79 2X' 4 SP-k2 !72o BTM C5D o.0 3.B GRIP BASED ON SY4 LUMHER BTM 0.�9 2X 6 SP-k2 172� T0271L 30.0 8.5 7B.5 PWTES - 20 GAOGE ST-30 aH5 0.75 2X 4 SP-d3 9B0 EXCEPTSONS: GRIPPI:IG 515-<09 75I PEA PAIR 7EPETSTI� MEMHEA STRE55 OSED. C-2 -17.�N 0.0 INCLUDES 15.Ok INCAEASE a-d -la.9N 4.7 TENSIDN 922- 688 PLI PEA PAIR i.TTERAL BAACING: SUPPOR7 f7STEFZA SHEAR 838- 9]7 PLI PE4 PAIR '9" TOP [HOAD - CONiIN[JOUS JT TYPE HOAZ VERi WIDTH ' BTM CHORD - CONTINUOVS LBS Ld5 IN-5% JT TYPE PLA7E SIZE X Y 7RU55 SPACING - 2a.0 IN. A PIN a79 '!2 3- 8 A I1D1 7.00 X 4.00 6.0 2.6 C HORZ RLR 0 -776 3- B B 9200 2.U0 X 4.00 C7A CTR LOAD CASE ,"�1 C 4110 3.00 % 4.00 CTR CTR Ll1MHEA STRESS INGR�ASE: iS.Ok LOAD CAS'a �4 WIND // RIDGE D 101U 7.00 % a.00 CTR CiR iOADING LIVE DEAD (PS7) ,LVNeE+7 SIRESS INC�EASE: J3.Ok � :001 2.U0 X 4.00 CTR CiR ToP CHD 20.0 10.0 LOADING LZVE �EAD (PSF) F 1010 3.00 % 4.00 CTR CT.� ' '3TM CHD 0.0 30.0 'ip7 CHD 20.0 4.7 T07AL 20.� 70.0 q0.0 . BTH C2D 0.0 J.B NOTES: SOP?OA7 G.ZI?£RIA ?O?.lL 20.0 9.5 28.5 1.. TAUSSES MANVFAQURED BY - JT AEAC7 wIDTH JS REACT WIDix ._%CEPTIGNS: DAVIDSON INDUS7RIE5 Ld5 IN-SX L3S :N-SX [-3 19.9N 0.0 2. ANALYSIS CONFORMS 70 .� 591 3- d C 591 3- 8 .1-3 -19.9N 4.7 UHC (TPI-BS fi N�S-91) . ' SDPPOAi CAITERIA 7. WIND LOADS - VHC,1998 EDITN LOAD CASZ A2 WIND FROM LEFT JT TYPE j0R2 VEA7 WIDSH TRV55 IS DESIGNED AS A :UMHER 5?RS55 INCFEAS£: JJ.Ok LBS L85 1N-SX ryJ�IN WIND-FOAC£ Rf5 SYST^cY ' LOADING L.VE DEAD (P57) A PIN 16a -66 7- 0 wIND SPEED - 80 MPH SOP [:ID 20.0 i.'! C HORZ RLA 0 -119 3- B 4EAN QOOF HEIGNT - 25' 3TM CHD 0.0 3.B EXPOSURE CAiEGORY - C _OTAL 70.0 8.5 2B.> LEFS RIGHS OCCUPANCY CA7EGORY • 1 °%CEPTIONS: -EiL QIN - 45% 4. ANCNOR TRII55 FOA A TOTAL C•B 10.6N 0.0 90RIZON2AL LOAD OF 4'19 LZS. d-0 -!3.2.+I 4.7 M°_MBEA 70AC.5 (L85) 3. e'ASSEN TRll55 TO 9AG A 3UPPOAT CAITit7IA ?OP CHOADS FOR 106 LBS OF VPLiPT, ' JS :YP� 30R2 VEAT 'd=DTH A-� • 1298 C .,-. . 9'IO C :JHILE 7ERMI7:ING NO UPWARD L05 LBS ?V-5X �-3 • _60 C „OVEMENS OP WALL OR 9RG. � A PIN 295 -306 3- d BOi.TOM CnOADS 6. SASTEN SRO55 SO 3AC C C HOR2 dLd 0 -2]1 3- B A-7 - 11]9 : �-C . id8 i rOR 276 L85 OF UPLIF?. WfBS WNILE PSI2M.ITTING NO UPWARD �-D = 296 C D-F - 503 T MOV£MEN7 OP WALL OA 3RG. i•C • SBB C C-3 • 149 C DL.LL DE?L . O.iO^ IN D-C Qh �" Hej/� � LL DEFL . O.U4^ . 5/I60 ° ,S7F9 S� 5/DL�LL DEFL-999 5/DEPSH. �1.5 ?y�(`G � p Y H�. � S 80970419 ,e_ STATE OF ��IRS�' . `. . ° OYAI� Y�n,v . ,xr� . �rruv . rl-Hl : OVERHANGS JOB . - �g 7 HFS2' 120400 B': 1008'=: ' p ' :'.*::-_ . ICENTEX '1631R" A2010� � EL ,4� g I DG. 15 00 06 HO �-06- . . HO 4-07 15... 3x411 e ia 3x94 lZ P 8 � a B-O'1-OE 3 �-00-03C 7x6� r e C yOQh l. HQ�� i 3xa �o �G�STF9�� ei Q� MO. n � 3x95 D 6�9�Q4�Y A 3x9% -J ,q $TATE O� � a iz �'�►�L� rc $ i�-oa-oo ec u-oa-oo �� - u-oe-oo MA`f 1 5 1995 UniStai -- Vet9ion 37.0.501 LOAD G7$E 113 WIND FROM RSGHT PLATING GONFORNS 70 TPI , RUN DA?E: 5-11-95 LLMBER STAE55 INGAEASE: 3J.Ok �GAO55 AREA METHDO) LOA7JING LIVE DEAD (PSF) VEAIFY PLATE VALVES HITH CSI SiZE LUMBEA 1.:SPB TOP C4D 20.0 a.] TEE-LOR CoqP0RA7iON ?OP 0.20 2X 4 SP-p2 1720 � d7X C4D 0.0 3.B GdIP HASCD ON SY7 LUMBER BTM D.37 2A 4 SP-p2 1�20 70TAL Z0.0 B.5 28�.5 PLATES - 70 .GAUGE ST-20 '�'HS 0.25 2% 4 SY-q3 980 'eXCEPT20N5: GAIPPING 515-409 ?SI PER PAIA A�PETITIVE MEMBER S7RE55 OSED. C-9 -17.ON 0.0 INCLUDES 15.Oh INCAEASE - A-7 -14.3N <.7 :EFSION 922- 688 PLI PER PAIR � L.liERkL BRACING: SDPPORT CRI7ERIA SH£AR 838- 672 PLI FEA PAIA . 1'Op CHORD - CONiINU0U5 JT TYPE HOAZ VEAT WIDTH B7M C90RD - [ON7IIiD0US LHS LHS IN-S% ' JT TY?E PL1T£ SI2E X Y tRU55 57ACING - 24,D IN. A PIN G02 SB l- 8 A 2101 ].00 % i.00 6.0 3.6 G HORZ RLR 0 -330 3- B B 4200 2.00 X 9.00 C:R CTR LOAD C.15E pl C 4110 7.00 X 4.00 C74 C7R iUMBER STRE55 INCFEASE: 15.Ot LOA7 CASE ,Y4 WI�ND // ATDGE D 1030 3.00 X 4.00 CTR C7R LOADING LIVE DEAD (PSF) LIIMHER SiRE55 INCREAS£: 33.Ot E 1001 2.0o X 4,0a C.R C77 :OP C9D 20.0 10.0 LOADiNG LIVE DEAD (PSF) F lO10 7.Ca X 4.00 CTA C'IA BTY CHD 0.0 10.0 IOT CHD 70.0 4.7 , -OTAL 20.0 20.A 40.� BTM CnD 0.0 3.B VOTES: SUPPORT CRITZAIA ?OTAL 20.0 B.5 78.5 1. iAU55fi5 DfANt1FACTUR�D 8Y - �T REACT �IDTN .TT REACT WID'IH =XCSPTIONS: OAVIDSON SNOVSTRIES Ld5 IN-S% LBS IN-5% C-3 19.9N 0.0 2, ANALYSIS CONFORMS SO a 993 3- B C 99] 3- B a-9 -19.9N 9.7 VBC �7PI-95 i NOS-91) . � SUPPORT CRI7ERIA J. WIND i0AD5 - VHC,1988 �DiTN LOAD CTSE p2 WIND FROM LEFT JT iYP� HORZ VEfti WIOTH TRU55 SS OESIG�EO AS A LUMBER STRESS INCAEASE: 33.Ot LBS LBS IN-SX MAIN WIND-FORCE AES SYSTEM LOADING LIVE DEAD (PSFI ' A PIN 1J9 -]2 3- B WI:ID SPSED - BD YPH 'OP CcID 20.0 4.� C NORZ RL�7 0 -99 3- d N,PAN �OOF !.'EIGHi - 25' BTM CY.D 0.0 J.8 E%POSUR. CA7EGORY - C :OTAL 20.0 B.5 28.5 LEFS RIGHT oCCUPANCY CAtEGO2Y - 1 �XC°_PT:ONS: �_,,., OIN - 95X <. ANCHOR T3VS5 i0A A 'fOiAL C-9 lO.tiN 0.0 HOAIZON7AL LOAt1 OF 402 L35. ' 3-B -19.2N 4.] Y,Efl3EA FOAC55 (L851 a. ??.57EN iRU55 SO 0RG A SDPPOA7 C8I?ERSA ?OP C90RDS �OR 92 LBS OF UPLIFT, JT S°PE YORZ VER7 WIDTN A-$ . 100] C P,-F . B07 C WgILE 9�dMIiT1NG Np UPWARD Ld5 LBS :N-SX e-3 � 179 C MOVEMENT OF aAI,L OR BRG. a PIN 250 -92 ]- B 30TTOH CHORDS 6. FASTEN TRVSS :0 9AG C C HORZ dLA 0 -192 3- B A-D • 9qC S D-C . C91 i FOR I30 �BS OF UPLIF7, wEBS WNILE PERMIT:ING NO t7PWARD ' :-D • 295 C D•F . A19 T MOVEMENT OF WALL OA BRG. i-C . i91 C C-B . 120 C � - `uL.LL DE7L • 0.05' FN A-E LL DEFL • 0.03• < 5/360 S/DL�LL �EFL�999 5/DEPSH. 1.5 .... . . .. . __ ' QUAN TYPE SPAN P1-H1 OVERHF�NGS JOB �g 1 TR 430800 8 0 " ` ' � CE�EX 1631R� A�ni i t� n � � : DG 9-02-13. 3x5.611 � r ' x0 1-03-37� B 17G 6-OS-o3 �� HO <-OS-OB � . . � 13 = Zx911 _ B(� E � Zx411 10 GS 3 6-00-00 B 1Z 5 3X<�i 6 Qh �.• �e�' ° , 3 13 '04����STE9F� io Q� NO. � 1 z ' 60910419 � ,o STATE pF C A 81 � �-�ZJ�/1i�'� . 3x4 II 3x30.a= F �N� � 3x4= . SCI 7-00-04 2-03-12 �� B� 9-04-00 ' . 9-04-p0 MAY 1 5 1995 VniStar -- version 3�.0.501 LOAD CASE p7 wt�.y pROM RSGH7 PLAiING CONFDIU!5 TO 7?I RGN DA7E: 5-11-95 LUMBER STRESS INGREASE; 37.Ot (Gi2055 AAEA METHOD) � :LOA!]ING LIVE DEAD (PSF) VERIFY PLATE VALUES WITH CSI SIZE LUMeER 1.15FH i0P GHD ]0.0 �.7 TEC-LOR COAPORATIOH TOP 0.16 2% 9 SP-p2 1a20 BTM CND 0.0 3.B GR!p HASCD ON SYp LUI1BER BTM 0.18 2% C SP-q2 1720 70TAL 70.0 B.5 79.5 PLA7ES - 20 GAVGE ST-70 W85 0.12 2X 9 SP-q3 980 EICCEP7ION5: GRIPPING 515-409 PSI PER 2AIR ^ �%CEPTIONS: D-B -14.9N 4.'1 INCLUDES 15.OY INCAEAS� A-B 2% 4 SP-1{2 17Z0 B-E -19.2N 9.7 TENSION 922- 68�8 PLI PEA PAIft REPETI7IVg MEMBER STRESS US£D. e'-i -17.ON 0.0 SHEAA 838- 972 PLI PER PAIR LA?ERAI, BRpCINC: - C-D -10.6N 0.0 ' SOP CHORD - CONTIWOUS SU7?ORT CRITERSA �T 7YPE PLA2E SIZE X Y 3TM CHORD - CON7INUOUS JT TYP,'' yOR2 VEAT WID78 A 3070 ).00 %10.90 C:R CSR 7iD55 57AC:.1`G - 2<.0 IN. LBS L85 SN-SX 8 JOlOR 3.00 % S.oO CTR CTZ C PIN 792 -L1 7- B C 400� 3.00 X 6.00 C7R C7R ' LOAD CA52 �1 F KCRZ RLR 0 -128 3- 8 ➢ G110 3.00 % 4.OU CS� CSR , LUMBER ST�7£55 SNCREASE: 15.Ot LOAD CASE ,y4 WIND // �RIDGE � �100 2.�0 X 4.00 CTR C2R LOADING LIVE DEAD {pSF) LUMHER 57AE55 INCREASE: 3].O4 F i010 3.00 % 9.00 C:R CTR TOP CHO 20.0 10.0 G 1001 ].00 X 4.00 CTR C?R LOADING LIVE OEAD (25F) STH CHD 0.o io.0 .OP C9D 20.0 4,7 � . pLpT'E IS �70TATED 9Y 90 OEG .OSAL 70.0 70.0 4a.0 3SN CF:D 0.0 l.B SVPPORS C7ITEaIA 'fOSAL 70.0 B.5 28.5 NOTES: JT �EACS i7IDTN JS AEACI' WI7pN ?%CEPTIDNS: 1. tRll55£5 MANUFACSDRED HY - LBS �N-Sx LSS IN-5X 0-3 -14.9N 4.7 DAVIDSON INDUSTAIES C J73 3- B F 373 3- B 3-2 •14.9N i.7 2. ANT�S,y5I5 CONFORMS i0 ' SOAD C.45E ,2 �JIND FAOM LEFT � ° -q�9N 0.0 UeC (TPI-BS 6 NOS-91) . liJ4BER S:RESS INCFEA58: �-� -14.9N 0.0 ). WIpIb LOADS - VBC,198B EDI7N 73.0'< SDPPOAS CAI'I£RIA SRV55 IS DESIGNED AS A LOADIhG LIVE DEAD (PSF) JT :YPE HOAZ VERT WID79 MAIN WIND-ZORCE AES SY52EM ?OP CHD ]0.0 4.� LHS LBS IN-5% WIND SPE'ED - BO MPH 3TN f9D 0.0 7.8 G 7IN 0 -59 l- B MEAN ROOF HEIGHT • 25' '+OTAL 2D.0 B.S 2B.3 ' SOR2 BLR 0 -59 3- 8 =XPOSURE CATEGOAY - C � 2XC°_PTIONS: � D-3 -19.2N q,9 �CCVPANCY CATEGORY - L 3-E <. ANCHOR TRti55 70R A SOTdL , -la.9N 4,] nEMBEA� ?ORCES (LHS) 90RIZ�NTAL LOA,� OF 747 L85. -°- :O.SN 0.0 :OP C30RD5 5. iASTEN TRO55 70 9RG C D-J • 705 C G-e . ]OS C �-� !�.ON 0.0 FOR ]8 LBS OF UPLIF?, SVP?OAT C7I?_°R?,\ 9-0 . !02 T WHZLE P�AMIS7ING 40 UPWARD ..T TY?E aOR2 VERT WIDTH 30T70M CHOADS YOVEMENi OF WALL OA 3AG. La5 L35 IN-5% C-A . 233 C A-F • 170 C 6. 7A57�N ?RU55 TO 3P.G F � �'-+`V _1 -1B 3- 8 'aEHS 70R 1]8 L35 OF fIPLIiT, ' HOaZ 3LA � 0 -100 3- B C-D - 71Y C D-A . 26] T iiHILE PEAMI7?ING NO VPwARD A-G . ]11 C A-B . 270 T hpVEM.ENT OF WALL OR dRG. 3-i • 261 C F-� - B1 T ' , DLaGli 7EFL - 0.06• IN A-F ' LL DeFL - 0.00' < S/760 5/DL4LL DEFL�999 5/DEPTH- 1.6 �. A(1 �j�KA �.(� BLO(`�('(N(� � A4EbIBEA6 NOT A PART OF THfi STRUCTl1RA1, AAfALy$tg TO 8E PLATED WITH 1.S"x 4' PLATES MINIMUAA, LuUAN; TYYE : SPAN Pl-Hl OVER�i7iNG5 JOB �� '.- 7 `TR 430800 g ` p " p - CENTEX '"1637R� n�m� ' `� � Q � , -...: ' :DC 9-02=13. � 3x5.6J1 '. �:.' ''. ' � HO Q-03-13 � 8 �+ 6-OS-W .I,�'+, � ' HO'�-OS-OB ,y-� ... � � . lr 2 zxa II � B� E 2x/ll �T 6-00-00 5 ' 3D94 5 0Qh L. �{B�' 3 p`' �G1STF,9 8�h � Q� NO, F � � - Z 60910419 � � STATE OF c A ei � 90 'tiDlle+y'� 3xGll � 3x10.4= F ��Su��M� 3x<= ��� TC 7-00-04 2•03-12 Bc 9-�`_°° MAY 1 5 1995 s-oa-oo VniStaS -- Veision 37�.0.501 . LOAD CASE #3 WIND FROM AIGH7 PLA7ZNG� CONFORMS 70 SPI �RIIN DATE: 5-11-95 LQMB£R STRESS INCREASE: 33.�Ok (GRO55 AAEA M£THOD) CSI SIZE LUMBER i.15Fe LOADINC LIVE DEAD (PSF) VERIFY PLA7E VALIIES WITH TOY 0.16 2X 4 SP-pZ 17Zp TOP CHD 2a.0 4,7 TEE-LOR CORPO]tAYION BTM O.1B 2]( 4 SP-qZ y��Q e2M CHD 0.0 3.B GRIP BASED ON SYP LUMBER WES 0.72 2% 4 SP-p3 980 TDTAL 20.0 B.5 28.5 .PLATES - 20 GAUGE 52-Z� . - rR[EPTIORS: � EXCEPTIONS: GAIPPINC 515�-a09 PSI PEA PASR - `A-8 2X 4 SP-q2 172p D-8 � -14.9N q.� �INCLVDES 15,Ot INCREASE `��. REPETITIVE MEMBER STRE55 USED. F_E -19.�N 0.� TENSION 922- 6B8 PLI PER PAIR � E -17.ON 0.0 SHEAR 8J8- 472 PLI PER PAIR iASERAL HRACSNG: G D -70.6N 0.0 � TOP CYORD - CONTINO005 SDPPORT CAITERIA JT' 7YPE PLdTE 5_*Z° X Y �1T TYPE HOAZ VZRT WIDTH� A 1070 ].00 X10.G0 CTR CTR 9TM C90RD - CONTINqOUS LBS LBS IN-SX B 3030R 3.�0 �% 5.60 CTR C7R TRU55 SPACING - 24.0 IN. C PlN 2a2 -11 7- B C 9000 J.00 % a.00 CTA CiR LOAD CASE �yl F HORZ RLR 0 -128 3- B D 9110 3.00 X 1.00 CTR CTA � LOMBER STR£55 INCREA56: 15.oY LOAI1 CASE �A �WIND /[ AIDGE . E 4300 2.00 X 4.00 CTA CTR � LOADING 6IVE DBAD (PSF) F 9010 3.00 X 4.00 CTR CTR TOP CHD 20.0 1�,0 LllMHER STRE55 I�NCAEASE-k )3.�k G 10U1 7.00 % 4�.00 CTR CTR �LOADING LIV£ DEAD (p5F) 3TM C30 0.0 10.0 - SOP CHD 20.0 0.7 R . PLATE IS �iOiASrD BY 90 �EG T.OTAL 20.0 20,0 40.0 �3TM CSD 0.0 J.d SUPPORi C7IT£RIA � TOTaL 20.0 8.5 28.5 NOTES: d? REACT WID7H JT REAC2 wIDTH �X[EPTIONS? 1. iAUSSES MANUFACT.URED eY - LBS IN-SX �LBS IN-SX �-3� -14,9N q,7 DAVIDSON INDUSSR? C 7�7 3- B F 7'13 3- B 3-'c -14.9N q,7 2, ANALYSIS CONFORMSETO �•� 14.9N 0,0 LOAD CASE °.2 WIND FROM' LEFT UHC ISPI-BS 8 NDS-91) . �Jh18£A STRE55 ZNCAEASE: 3�3:dk SOPPORT CRITERIA � � 3. WIh'D LOADS - VHC.198B EDITN LOADING L:VE DEAD (p5F) JT .7PE �HOR2 V TRV55 IS DESIGNED AS A ?OP C9D 20.0 9,� EAT wIDTH MAIN WIND-70A�E RES SYSTEH 9TN CHD 0.0 7,.g LES L25 ;IN-5X WIND SPEED - �BO MPH G ?IN 0 -5g J- B MHAN AOOF HEIGR7 -� ]5' :DSAL� 24.0 B.3 28.5 F HORZ RLd 0 -59 3- B :XPOSURE CAiEGORY - C 3XCEPiIONS: � D-d -I9.3N 4,7 OCCVPANCY CATEGORY - 1 3-'a ±4.9N q ,�9 4. �CHOR TRUSS FOA A TOTAL _ MEMHEA PORCES ILBSI HORI20NiAL LOAp OF 2a2 L35. � --° 10.5N J.� TOP �CHORDS� 5. FASTEN TAU55 'CO BAG C C-D 17.CN 0.0 D-G . JOS C G-a � 305 C EOA '/B L85 OF UPLIFT. �DPPORT C�RITERIA d-� - 102 T NHILi. 7£RHITTING NO OYH'ARD � ST .^_E HORZ VERT :1IDTH 90TTOM CY.ORDS MOVEMENT OF 'aALli OR eRG. LBS �d5 IN-5% C-A • 733 C A-e � 130 C 6. 7A5T2N TRV55 .TO 8RG e ?IN 11 -�e 3- B a£BS FOR !28 L35 OF nPLIFT. . HORZ dLR 0 -100 3- 8 C-D ?4G C 0-A . 267 T wHILc� ?ERMITTING NO VPwARD ' A-G - 211 C A-� . .Z�O T MOVEMENT OF 'n'ALL OR 9RG. 3-r . 261 C F-3 . B1 T DL+LL DEFi - 0.04" IN A-F LL DEFL . 0.00° a 5/36U S/DL�LL DEFL-999 5/DEPTH= 1.6 ' QUAN TYPE.:' SPAN ' Pl-Hl OVERHANGS JOB ; �R 7 TR 430800 8 'r 0 ' 0 CENTEX "1631R A207i ' ft. �! a n oc �ia-o�=os � �'axs.sll NO �-OB � � � e DG 6-OS-O7 �� ' , " HO 4-OS-OB Z 2x911 C �'""�12 '2X411 . 8I G .. 6-00-00 T � . 5 6 3 3x9= E A B1 P 3x9= D 3x0= TC 9=05�12 2-03-12 HC � - 10-09-01 O 8 11-09-08 OniS[ar -- Versiort 37.0.501 � LOAD CASE �$J WIND FROM AIGHT PLATING CONFORMS i0 7Pi RVN DATS: 5-11-95 LOMeEA �5TAE55 INCREASE: 3J,OF (GRO55 AREA METNOD) LOADING LIVE DEAD (PSF) VERIFY PLATE VpJ,UES WISH CSS SIZE LUMHER 1.15FH 70P CND 20,0 4.7 TEE-LOR COAPORATION TOP 0.92 2X 4 SP-q2 172D 9TM ,[HD a,0 3.8 GASP BASED ON SYP LUMBER BTM 0.24 7g 4 SP-p2 1720 iOTAL 20,0 8.5 28.5 7LA4E5 - 20 CAOGE ST-2� WBS 0.27 2X 4 SP-p3 9B0 �%CEP'fI0N5:� 6RIPPSNG 515-909 PSI PER PAIR �� 2%CEPTZONS: A-B -14.9N 4 J INCLUDES 15.DY INCREASE F-B 2% 4 SP-�{2 1720 B-C -19.2N 4.7 � TENSION 922- 6BB PLI PER PAIR REPE7ITIVE MEMHER SSRE55 USEO. D-C -17,ON 0.0 SHEAR B38-. 472 PLI PE4 PASA SIIPPORT CAI7£AIA LATEdAL 3AqCING:. JT� 'TYPE HORZ VERT WIDTA 1T TYPE ?LA:E SIZE X y TOP CHOAD - CONTIN[70V5 LBS LES IN-SX A 3SM CHORD - �CONTINq0U5 A ?IN 26B -30 3- 8 B 303oR 4.00 X 5.60 C7A CiR �7RQ55 SPACSNG - 29.0 IN. p AOftZ RLR 0 -158 3- 8 C 9160 Z.00 X 4.00 CTX C7R LOA17 CASE #1 D 4010 3.00 % 0.00 CT3 CTR . . l_ LOAD CASE q4 WIND // AIDGE E 2001 3.00 x a.oa 4.6 3.7 JMHEA SSRE55 IN�F£ASE: 15.OY LUMHER STRESS INCdEASE: 33,0§ F 3050 3.00 X 4.00 C?R CTR LOADING LIVE DEAI1 .(PSFI LOADSNG liIVE DEAD (PSF) G 1001 .2.00 % 9.00 CTR CTA SOP CHD 20.0 30.0 70P CHD 20,0 9.7 � 3TM CHD 0.0 '10.0 BiM CHD 0,0 ).8 R . PLATE IS ROTATED BY 90 DEG TOTAL 20.� 20.0 q0.a TO'fAL I0,0 B.5 28,5 >UPPORS CRI2ERIA r%CEPTIONS: NOTES: d? �2EACT a2D7X 1i REAGS WTDTH A-B� �-14,.9N � 9.] 1. TRDS5E5 MANUFAC2VRED BY - L35 IN-SX LHS _N-SX 3-C •14.9N 4�.7 DAVIDSO4 TXDOS:RIES a 451 3- e D 470 3- d D-C. 14.9N 0.0 2. �NALYSIS CDNFORMS TO SV7POAT CRITERIA U8C (TYI-BS 6 NDS-911 . �CAD CaSe q2 WIb7D FROM LEFT Ji TYP� HOR2 V'cRT� W2DTH 3. WIND LOADS - UHC,I9BB EOITN �i7HHER STRE55 INCREASE: 33.OY L85 L8S IN-SX TAV55 IS DES:GNED AS A LDADING LIVE DEAD (?SF) A P?N ZO -d2 3'- B MAIN WIND-FORCE RES SY57£4 :OP CHD 20.0 i.7 � k0A2 e2LR 0 -]6 3- 8 WIND SPEED - 90 MPH 9'IH C4D D.0 7_8 MEAN ROOF HEIGHT - 25' :OTAL 20.0 B.i ]B.i LEFT 4IGHT ZXPOSURE CATEGOAY - C =%CEP??OYS:. HEEL OIN - 45X OCCUPAN[Y CAiEGORY - 1 A-3 -19.2N 9.7 4. ANCHOR TRU55 EOR A 70iAL 3-C -14.9N 9 .'] MEM9R CSI ?(LHS) MO15T 8�7ND HORIZONTAL liOAD OF 2fi8 L'c5. J-C 10.6N 0.0 TOP CHORDS S. Fd52EN iAUSS TO BAG A � SIIPPOAT C7ITERIa A-'e 0.8'/ l39 C 0 5233 70R 109 L8S OF VPLISi, �? .'!?� HORZ VERT 'aIDTH F-G 0.92 59B i -5237 -281�� WHILE PBAMITTI:IG NO OPWARD LBS LHS 14-5% G-3 0.50 714 C �2810 0' Y,OVEMEN7 OF 'BALL OA BRG. .4 ?I?1 109 -lOB �'3- B 3-C 0.08 :ol T 0 p 6. FASTEN SRU55 i0 BRG D �� HORZ +2L�2 0 -131 7= 9 90TTOM CY.OR�S FOR 198 LBS OF UPLIFT, '-P 0.2C 569 T 0 -]93 WHILE 7ER/4I27ZNG UO UPWARD . i�-0 0.17 1C9 T '/93 0 MOVBMENT OF WALL OR B0.G. wEeS �-C 0.32 90 T 0 0 F-G . 963 C i-d . 771 T d-� • 778 C eQ� L• �B%�S � OLaLL OEFL - 0.31" IN E-G �y ��5 rf � � LL OEFL • 0.11" < 5/36� 7 �4 �� � 5/DL�LL �EFL+454 5/DEPTH: 1.9 Q' MO. '� 80910419 - q STATE OF - �j, �!W'lP ? W . . . � �S`��ONAI.Et'�\ i AY + � iaer ;-::.,. ... _ _. .---------�.. , QUAN. TYPE SPAN ; P1-H1 OVERHpNGS JOS 1'' ATI2 400200 8 ' 1008 1008 , - �R CENTEX "1631R" A2012': EC. G Q A GA-P - 5EE D wb:"c" - ez�.z_ 8 PAGE � oF Z flG 20-09-02 Sx6.q= '`x5:6= / . Ho a-07 Q/' F� , � DG 20-09-02 �.. 2%G= HO 4-07 ' 32 3x5.6G C Z `3 ..2 6 � � 2II� Sz6.4J B� Sz' zxa��ll � o B T10 1 4x5.6�i ' 11-09-04 M 7 4%5.6� 0 3 Y � 6 B 0 Sx6.9= B 0 � ZL' . A Tl 6 5 � 0 � � 4 9 1 4� 6 5 Sx6.4= Q B1L �L QI B1M �� G � Si N B1R Q 1Ox12= Sx5.611 . 8X12= BX32= x H 3x1a.9 II m Sx6.011 TC g 1�-01-03. � BCI 9-00-00 5-11-10 T7-01-W � '12-11-04 18-02-12 ' . AO-OZ-00 UniStar - version 3'].�.501 8-G� 25.ON 30.0 RUN DA2E: 5-31-95 SIIPPORT' CRI7EAIA MEMBR CSZ P(LHS) Mm15S M@7Np J7 TYPE HORZ VEAT WIDTH y-51 0.5< 1662 T 74Bq p CSI SSZE LUMBER 1.15FH 51-N O.il 1662 T 0 119] 20P D,85 2X 4 SP-q2 1720 L85 L85 IN-5% N-R 0.�68 155� T -9131 -577 BTM 0.68 2%la SP-k2 A PIN 3005 119 '3- e R-G 0.21 155< i 5�,7 WHS 0.71 2X 4 SP-q2 }7�p � HORZ RLR 0 559 3- g 0 wEeS �XC�PTIONS: y yORZ RL,2 0 1592 3- e S-E 0.19 51� C 1101 0 L-M � 2X 4 SP-q3 9B0 I HORZ RLR 0 B8 3- 8 E-F O.1B 520 C 20 D N-I I-3 p-J STME AS L-M LOAD CASE Y14 L-M - 2fi4 C M-1 . 311 C J-e^ R-P SAME a5 L-M LUMHER��3TRES5 INCAEAS2: 15.Oi I-B • 529 c c-a - ase C �EPEiITIVE MEMBER STRESS USE�. LOADING LIVE DEAD IPSF) 4 J � 41y T �-F ' 216 7 20P C4D .2�,0 10.0 H�E ' 4B7 C H-R . 1186 T -. ?.1TERAL BRA�ING: 9SN CH� 0.0 10.0 R-N � 89� T N-0 . J88 C ' TOp GHORD - CONTINLIOf)S TOTAL ZD.O 20.0 �0.0 `v�P ' �99 C K-P - 286 T . BSM CHORD - GO!dTINU0V5 EXCEPTIONS: ONE 9RAC£ - ii-E 3-R R-N �I-N� 40.0 15.0 DL�LL DEFL . 0.43" IN C-Q � �-� C-Z. 0.0 lU.o LL DEFL . p.12" a 5/360 I ?RU55 SPACSNG - 2g.0 IN. � 5/DLaLL �EFL-999 S/DEPTN. 3.6 � �-G �.AN .10:J SOAD C.lSE kl 5D?BOAi CRI7ERI.1 PLAiING CONFORMS TO TPI LUMBER SiR3S5 .SNGREASE: 15.0} JT TYPE HORZ VERT WIDTH (GRO55 AREA METHOD) � LOADINC LIVE DEAD (p5F) LHS LHS IN-SX � �VERIFY PLATE VALUES WITN ' :OY CHD 20.0 19.0 A PIN 0 92B 7-� e. iEE-LOK CORPORATION 3?H CHD 0.0 30.0 G 90RZ RLH 0 903 3- 8 GRIP 9ASED ON SYP LUMBER �07A7. 10.D 20.0 40.� � NOR2' RLR 0 � 556 7- B PLA7E5 - 20 WUG^c 5T-]0 �%CEP7?ONS: I kOR2' RLR 0 1483 3- d GRIPPING S]5-409 ?SI P�R 2AIA � --� 30.� 15.0 LOAD, CASE q5� INGLUDES 15.0} IvCREASE� �-D o.0 !0.0 LUMHER STF°SS INCREASE: 15.ai TENSION 922- 6B8 7LI PEA ?AIR ' SUPPORT CR?TERSA �OADING� LIVE DEAD (PSF) SH£AA BJB- q]2 pLI- PER �AIA JT REACS wiDiH - JT REACT WID7H TOP CND 2U.0 30.0 � L9S3 IN-S% Ln'S IN-SX 9TH CHD 0.� y0.0 JT TYPE PLAiE SZZE % y . J- 2 G 12i6 3- B TOTAL A 2001 5.00 % 5.40 10.a 7.a :� 1D14 3- 9 1 �q�g �_ g �0.0 20.0 40.0 8 1001 2.00 X 9.00 �TR C?R EXCi.PTIONS: C 1001 7.00 X a.o0 C:Y C:A SOAD CaSE q2 I"H 40.-0 15.0 Z 1001 2.00 X 4.00 C7A C7R C.UMBER STA�55 ?NCYEASE: 33.0} � ' ��Q � 10.0 2 1030 4.�00 % 5.60 GTR C:R :.OAilING LIV� �EAD (PSF) SUPPORT CRITERIA 10,0 G 2001 5.00 X 6.q0 30.0 7.4 ' 70P C:iD 20.J !0.0 JT. TYPE 'HORZ VERT wIDT3 � i050R 5.00 % S.CU CCR CTR 32t9 CHD b.J !0.0 Z 1030A 5.00 % 5.50 7.0 J.5 ?OTAL 20.A 20.0 ,40.0 � P�N �BSO LBS IH-S% J 1010 4.b0 X 5.60 CTR C^R ' Z%CEP4ION5: � 353 3- B K 3001 J.00 %16,3a C?A C;A •-N �.� 15,0 F300.2 RliR Q 9T; )_. a ' L 1102 50.00 X:2.00 C7R '/.0 "B D.0 �p,0 y HOAZ RL� 0 !3�6 7- 9 Y 1050 4.00 % i.50 C^4 �?Q �4-Q 35.�N ±0.0 - HORZ:RliA 0 1167 7- 3 .N 1000 B.CO %13.00 C°A CTA 2-•. -1B.3N 10.D 0 3102 5..00 X 6.40 iSR 3.0 � oUPPOAT C3IT=iiA G2FT �IGriT P 1050 9..00 �( 5.50 CT�2 C?R �fEEL 0?N - 45X OISi - a5% Q 5093 5.90 % 5.d0 2.6 _.d 'T T'-'O= RORZ V£RT aIDSH d 511-0 5.00 X 0.20 2. "0 l.d � L35 LBS ;N-SX MEMBA .CSI' P(LHS) Y�a15T� M�2ND S1 1100 8�.00 X12.00 CT4 0.6 a� �=V -1005 935 3- 8 ?pp CHOADS HORZ iLR 0 939 7- 3 52 1100 3.00 X 5.60 CTR 0.2 � 3 HOAZ :YLd F-M 0.q] 1318 C D -1106 0 •602 3- 3 M-5� 0.19 1201 C 1106 0 R - pi,aTg IS ROTAiED BY 90 OEG . HORZ BLA 0 !OB2 3- �d 52-9 0.58 1179 C 0 -3669 �OAD GdSZ :3 3-C b.60 1933 C 3669 1391 �L Hej ' L'JMEER STAE55 INCREASE: 73.Oi C-p O.G7 971 C -1J91 0 „ � 0-e^ .0.48 1208 C 0 -2731 9�Q- �S � LOAp2NG LIVE DEAD (75F) F•R 0.45 173B C 2931 Q � \,CjT�A � 'TOP CY.D 20.0 10.0 A-O O.iO 143"/ C p �p O �� � - 3SH CYD �.0 _0.0 C-P O.dl 15'll 'G 0 2148 � Q` ��. 7• �OTAL 2D.0 2D.0 4�.0 P-G 0.85 !836 C 3566 0 � ' axcsrrion+s: aorrom csouDS � 809104i9 ^-E o o io,o A•c o.ii zo3� x o a STATE OF � a-0 -ie.eN io.o . t-i 0.6B� 203] t o :-;ao� . � � 4...ppp - . , . ' . . I"H 0.58 1792 T 54�7 -3489 -, - � ���Q` �� . S•Srowu_� _ . .. .- . A Y c . _l.Eu'rEX :~=: lt�St � Hzo« 'F�tAQ� . A . :. - E. ' . ., . � ' �F' L G'lD.:. '� ... " . ' . . '. NOiES: ' � ' � � p�� � . � , 1. TRUSSES MANpFAC70AED BY - � Z o F Z. �AVIDSON INDUSiRIES ]• ANALYSIS GONFORMS 70 _ � . OBC' (7pI-85 fi NDS-917 . ;>. , 3. SHIN EAC}I HEARING WALL AS � AEpVIABD TO INSVAE FULL BEARINC CON7AC'T WT7H TROSS. 6. ANCHOR TRO55 FOA A 70TA4 . HOAIZONT]lL LOAD OP 1005 LHS. 5. PAOVIDE DRAZNAGE TO . PREV£N7 WATER PONDING.' � 6. FA57EN TRU55 TO BRC H � FDR 602 LBS OF UPLIFT, NNILE PERNISTING NO OPNAR,p � ' MOVEHENT OF wALL OA HAG. �• ALL FIILE�i AMD BLOCKINQ MFbABERS NOT A PAAT OF THE STF�UCRJRAL ANALYSlS TO BE PLATED WITH 1.S x 4' PiATES MINtTdIITM.. e• APPIY 2x4 PURLINS 24• O/C ON TOP OF BASE TRUSS. NAIL TO BASE TRUSS WITH (2) tOD NAILS EACH. TOE-NAIL CAP TRUSS TO EACH PURL�N WITH (3) tOD NAILS. APPIY CFOSS BRACING TO BOTTOM OF BASE TRUSS TOP C}iORD IN CAP AHEA PER TPI HI&91 CFOSS BRACiNG REQUIREMENT9. I i I e4,n L. Hej�s y �,\S7e9 � ` � �� NO. C �� 8C910d19 STATE OF .���r�� y � - MAY 1 6 1995 yi.,..av �ir� �raN :'. Pl-Hl... OVERHANGS JOB - 4 ATI2 400200 8 " 1008: : 1008 �R CENTEX ".1631R" A2012 G�L C D � Gi4`i- SEEOw(r •,b,'� cxv.�= nc.c l0oc Z R HO 4�079_O� SQ6.� .�F5.6= - � � DC 70-09-02 '�� . .ZXa=, NO 9-07 12 3x5.b4 �.0 �1 2U Sx6AQ � 52 3x111 12 p B 8' T1V 9x5.6 i 11•09-04 M Z 6x5.6�� 14 p 2L Sx6.a= 1 A il 5 9 10 6 Sx6.�_ G Q B130x12= �SZ5.611 e1M Q 51 �� .N B%A Q y Bx12= Bx12= m Sx6.911 3x30.{ II gm rc i�-oi-o3 s-ii-io g i�-oi-o� BCI 9-00-pp 12-11-04 18-02-12 40-02-00 DniStar -- version 37.0.503 � R-G ' 25.ON 10.0 MEMHR CSI P(L85) Mm15T M02ND AVN OA7£: 5-11-95 SOPPOR7 GRIi£RIA H-S1 0.59 166] T 3984 0 JT TYPE HOR2 VERT WIDiH S1-N 0.91 1662 T 0 1197 CSI SI2E LU1f9ER 1.15FH LBS LBS IN-SX N-IC 0.48 1554 T -9131 -523 TOP O.BS 2% 9 SP-�2 1720 A pIN 1005 114 � 3- B R-G 0.21 1554 T 523 0 3TH 0.68 2%30 SP-M7 1710 G HORZ RLR 0 559 J- B wEbS W8S �.71 ZX q SP-q2 1730 A HORZ RLR 0 1597 J- 8 T-E 0.19 51 C 1101 0 °_%CEPTIONS: I. HORZ ALR 0 BB 3- B c-r 0.18 52U C 20 0 i-M 2% C SP-tlJ 980 L-M - 269 C M-I - 711 G M-I 2-H Q-J SAM£ AS L-M LOAD CASE XO I-B . 527 C C-J . a58 C J-f i-P SAME AS L-M 'LOMeER �STRESS INCREASE: 15.OY p-J . 919 T J-7 . 216 'I 7�PETI7:VE MEMBEA STRESS USED. LOADING LZVE OEAD IPSF) H-E . 48'/ C H-R . 1196 : � 70P CAD 70.0 :0.0 R-N . 992 7 N-O - 3BB C �7.,RAj� BRACING: BTM CHD 0.0 10.0 ����"� TOP CHOAD - CONTINil0U5 S07AL IO.0 2�.0 C0.0 N-p ' �99 C K-P • 286 T ' BTM CHORD - CONTTNU005 �XC�P7IDN5: DLaLL DEFL . O.i3" SN C- ONi. 9RAC= - H-E A-R H-N I-i3 40.0 15.0 Q • N-O . LL DEFL . 0.12' � S/360 C-Z 0.0 SO.D 5/DL+LL DEFL-999 5/DEP7H- l.6 '?RO55 52ACING - 26.0 IN. R-G O.ON 10.0 SQPP�RT C3ITERIA PLA?ING CONFORMS TO TPI LOAD fASn^ AS JT TYP� HORZ vER7 WIDTH (G�2055 AREA MEiHODI !,DYBER STRESS INCREASE: !S.Oi LBS LBS IN-SX VERIFY PLAiE VALtiES wITH �OADING LIV6 DEAD �PSF) A 7IN 0 B7B 3- B TEE-LOX COAPORAiION -0P CHD 20.0 10.0 G :30RZ RLR U 90J 7- 8 � . GRIP HASED ON SYP LUMBEA SiM CHD 0.� :0.0 H HORZ RLA 0 656 7- B PLATES - 20 GAOG£ 57-20 ?OTAL 20.0 20.a CO.A 1 HORZ ALR 0 14B3 3- B GRIPPSNG 515-�09 PSI PER PAIA =XCEPTIONS: INCLUD£S 15.OY INtREASE T_-N 40.0 !S.0 LDAD CASE MS TENSION 972- 6dB ?LI FER PAIA C-E 0.0 50.0 LUN.BER 57'RE55 INCREASE: iS.Ok SHEAR 338- 4]2 PLI PEA PAIR 6DPPORS CR:TERId LOAUING LIVE DEAD (PSe) �T A£ACT 'diDTH dT AEACS wIDiH TOP CND 70.0 30.0 J7 TYPE ?LATE SiZ� X Y LBS IY-SX LBS IN-SX ?7N CAD �.0 10.0 A 2001 5.00 % 6.a0 10.0 '/.4 a a13 J- 9 G 1296 3- 9 ;OTAL 2D.0 20.0 CO.� d 1401 2.00 X 4.00 CTR CTR � 1914 J- 9 I 1479 3- 9 °_RCEP??ONS: C 1001 2.00 % 4.00 C7R C?R I-A a0.0 15.0 E 1001 2.00 % a.00 CTA [?R i.OAD CA52 A2 � 1030 4.00 % S."00 C'IA C'IA �VMBEA S2R555 IN[AEASE: 33.Ot A-Q O.ON 1U.0 G 1001 5.00 % 6.40 1�.0 "/.6 �OADING LIVE DEAD (P57) SODPORT CAIiEAIA N 1O50R 5.00 F 5.<0 CTR CTR tOP G£D 20.0 10.0 JS ?YPE HOAZ VEA7 wIDTH I 1030k 5.00 % 5.60 7.0 3.5 3.M C:ID 0.0 !0.0 L85 LBS 7^7-5% J 1010 a.00 ;( 5.50 CTR C7R 'OTAL 2U.0 20.0 i0.0 A 7SN 0 353 J• 8 < 3001 3.00 X10.90 CTR CTa 8%C:PTIONS: ^ NOR2 RLA 0 9'13 J- B� G 1102 10.00 X13.00 CTR ].0 =-�i 0.0 15.0 3 NORZ RLR 0 1776 3- B M 3050 4.00 X S.eO CSR CTR �- 0.0 1�.0 7 80RZ 7LR 0 1'_6'! 3- 8 V !Ol0 d.00 Y12.00 CiA iiY .a-Q ]S.ON 10.0 0 1102 5.00 :( 6.a0 CTR J.0 2-G -!B.BN 10.D LE7? AIGHS P 1050 4.00 X 5.60 C.4 C_TR �UP?DRT c7?SERI.I .,_°:L OIN - a5X OIN - 95X Q 509] 5.00 % 5.40 2.6 1.B JI T`:PE :ORZ VEAT WIDT4 7 5110 6.00 % 7.30 2.5 1.8 L35 LBS IN-5% NEMHR CSI ?(L�51 M015S HO3ND 51 1300 B.00� X12.00 CSA O.e a 7I?1 -1005 935 )• B SOP CNOADS 52 1100 J.00 % S.eO C?A 0.3 iOAZ RLA 0 939 3- 8 A-H O.i� 1318 C 0 -1106 HOAZ 2LR 0 -602 3- 8 M-57 0.1? 1201 C 1106 0 R . PL.IiE LS R ' 3Y 9U DEG : =OAZ RLR 0 lOB2 7- B 52-B 0.58 1179 C 0 -3669 3-C 0.50 1933 C J6fi9 �1391 � �OAD GS& °3 C-Q 0.9] 971 C -1391 0 � ` H��r7 LUYBER 5"fAE55 iVGZEASE: 33,Oi Q-F 0.98 1108 C 0 -2]31 y04 �5 TZ S/� , LOADING LIVE DEAD (PSF) F-R 0.45 1738 C 2031 0 ^ :oe cxD zo.o io.o a-o o.ao iaa� c o o � �'G NO. �� � �xn cxD o.o io.a o-e o.ei is�i c o ziae 3 �8�'�t9 . . �IOTAL 20.0 20.0 40.0 o.G 0.85 !BJ6 C 7566 0 :XC�PT:ONS: BO]'TOM CH00.75 :-a o.o is.o n•� o.�i �03� r o o ,a S7ATEOF �-E 0.0 10.0 . -. F I 0..68 2033 T �� 0 -540"/ - � �r�� ��-Q ' -1B.BN 10.0 . , 1-i� 0�.68 '1792 T 540] -3486 . � . . . � ' . . ��Ol�IAL � .� IAAY 1 b i995 _ . � . L:.EUTEY.. � lb3l�K...... ..AlA1'L. � ::.;�_ . ::.. . . _ . .....:,. . ' ' 'YV�kGL g�-�-: . .. : . ,. .:.. � �' .�� . ::� . . . . . ' C. G�D: . . . . . � � NOIES: " � . . ' . � .• . � ' -� �AG1'c . ''. 1:'.TRDSSES MANUFACTIIRED BY - , Z. nL Z ' � DAVTDSON INDU57RIE5 � ' - 3:. ANTbYSIS GONFORHS TO ' . UBC (7PI-BS i NDS-91) . � ' � � . , ). SHIM EACH eEARING WALL AS . . � AEOOZAED i0 INSOAE FIILL HFJUt2NG CDNiAC7 NZSH 7AU55. 4. ANCHOR TR�SS FOR A TOTAL ' HORIZON?AL LOAD OF 3005 L85. � 5. PROVID6 ORAINAGE TO , PREVENi WpTER POHDING. ' - 6. FASTEN 7AOSS 70 BRG H _ , . FOR 602 LBS OF.OPLITT, wHILE PEAMZ7TING NO UpWAAp � XOVEMEN2 OF �IAYL OR BAG. �• APPLY 2z4 PURLINS 24' O/C ON TOP OF BASE TAUSS. NAIL TO BASE TRUSS WITH (2) tOD NAILS EACH. TOE-NkIL CAP . TRUSS TC� EACN PUFLIN WITH (3) 1(�D NAILS. APPLY CAOSS BRACING TO BOTTOM OF BA5E TRUSS TOP CHORD IN CAP AREA PEA TPI HIB-91 CAOSS BRACING RE�UIREMENTS. � L. Nej� Qye4 G�STg9 s o � �4' ii0. Fa � BQ970419 ,a S7�1TE OF �'�4L'iN'�4' �,Q r �-'CJNAI�, _ . MAY 1 6 1995 . ." _"" .' . . . . .. . . . .:. � . .ti.,-. .,QIIAN=TYPE:.. SPANx: Pl-Hl - .OVERHANGS JOB>. . . '; , MARK .: . ,, . : 1.' PCAP 51110": 8 � , : , p . n _: . . n ,.., , -u. Cx'..NTE%' 1631R A201� F[ c� 4 ' � � . . . . � , . ..�3x�ll ' . ; . - � . DG 3-31-00 � . . .. . � � �DG'2-11-00 � � J�' . AO 4-07 ' . � . . . - .�.-a . . . . . . . HO �-O7 . . . lZ ,'ii, •� � . 1-10-06 . . i 2 : . i � ]s6= � ' . - . � A JX9� C. K�> m c .. sy fts E - ,� - --� - - - - - - 2�ss �/ ��jEE uac "(� z:.l� - t scE� uPrC-. - t,'1 ` � / iCl 8-03 i 2-02-1< 2-02-19 B-03 � 3C 8-03 0-05-13 .. . e-OJ I � / • 5-10-01 , - ' II015[ar -- Vcrsioa J7.0.501 LOAD C.1SZ XJ NIND FROM xSGH2. ?LITING CONFONlSS TO� TPZ �ON �AIs: 5-11-95 LRHBE� SSRE55 INCA°_J15E: J3.Ot (G.�O55 AAEA MEYHO�) , LOADIVG� LIVS DEAD (?57) �RIFY PI.a7E VaypiS :1I73 CSi SIZE LGMHER 1.1579 TOP C!!D 20.0 G.7 SSE-LOA CORPORA7ION 'OP.0.06 2X 4 57-'{.2 1720 37N C3D 0.0 J.d GHI? 3ASiD ON SY➢ LuMSER 3T:1 0.04 2X 9 SP-;] 1770 TOi�I. �20.0 3.5 Z8.> iI.a?ES - 30� GaDGZ ST-2a w�5 0.02 7X A 52-�3 980 =XC3PTIONS: GAI???NG i15-<09 ?SI 75R ?AI3 � . LP'ntZTI`T HEMSER ST.Z555 Q52D. r'-3 -1f.9N i.7 ?NCLGOES !S.Ot INC7�SH ; � 3-3 -19.2Y �.7 :�NSION 922- ae8 ?LI 2ER 24IB ' ;:r-..L1i3RAL 3RACING: aLPPOAY C7IT�R?a SHi.AR 838- �72 PLI PER. ?AI.2 i :OP GiOAD - CONTZNO005 JT" T_?�' !iORZ c'AS aIDTS 3TH �OR� - CONT?WOOS L35 L85 I.7-$X JT. T�?� P?,ATE SIZ�' % � ' � ?2055 5?ACIVG - 24.0 IV.. d 2?N -±6 -aB 7- 8 A 2001 7.00 % 3.00 1.6 3.] � C 80AZ ALH 0 -61 3- 9 3 JOO1R ].00 X 4.00 7.1 C7 i .ow c�sa ;i • � c zooi �.00 x a.�o a.; �.z � i,LNHER 5:7Z:SS INGZSASE: 15.at L07�7 C.45i �4 'dI1'D // 7IDGE J !001 7.00 % 3.0o CTZ C7B � 90:.DIVG �i'T' DE.1D (P57) LLM9EA S:AE55 iNC�L°.AS'c: 33.OY . ' ' ':CP Gi77 ?0.0 !0.0 'LOADIVG SiJE DEAD (PScI � ' , � 3"LH C'::D 0.0 _O.J -07 C29 70.0 i.7 � C�S.1L 20.0 ?0.� �0.0 3TM C7.D J.0 ].9 3 - 1I..�i3 ?S 70i;.:�D dY 90 DEG ' SJ7?OA: C:iI::�:.1 TOTai. ?0.0 9.5 29.a .;� 8aC? 'a.�T3 T REACS '�`IOTB =XC'cP?:ONS: �VOi55: L35 LY-5X L35 LV-iX :-,3 -17.ON i.7 , 7. :A955=S :ANOiAC:L'ti£D 3Y - � .4 21a )- 3 C 220 7- 3 3-5 •27.ON a.7 ppV?p50N IWOS:aI:S � SDPPORS CZSi37IA 2. :l7.lL'ISIS CCNF00.N5 '.0 ' LC:.D �S8 C2 :1IW 9ROM LZ?T �T 7Y?r :iOA2 7£AS '�?DT3 G2C IT7I-i5 S VDS-311 . ' _�19ER aZ3E55 T_VC8=.15�: 7J.Ji L35 L25 =N-eX ]. aIW LOaDS �9C,1?BB iDI.-V wADIHG �iVC' DEAD (PSi) ,1 2•_9 a 7- 3 ?3055 =5 7ESiG:12D i5 d ' .-9P C:.�i 20.J i..] C SORZ dLd 7 -i5 3- 3 YAI>7 NiYD-?ORLS ii5 SYST=Y ::A •_=9 7.7 ].3 'AIVD 5?E2D - 30 9PY. ' -J?.1L 20.0 9.5 29.i �__? A?GriT MEAN �OCF ''.:'_G+�T . ?5• ::(C°_P"_CNS: _'�, OIV - :SX 0'_V - i5X �X?OSIId� =;.TT_GGRY - C "-3 '9.::7 i.�7 �C^P.L.utY _.7_GOR? - _ 3-: '_S.3N ..l :!_M3A :ST ?(.351 .Nm15'. :'�D2W i. ?.ASS=v ��Q55 -0 3AG A 3::29GA= C.._`.._,. :07 C3C.4�'S SOR "_ �=5 Ji 'JFL:?-. .7 '••�7• 0��072 'JEAT_ aI7?Y. "-B J.ii ls 7 J .il .L7'?3d.'�i=7:VG VO :'.W8�29 . � :.35 �35 =31-5:C .i-3 ].]'o :50 L le7 J `!OVqM=YS :7 �'ALL. Od 3dG. , . ?=Y _ il - 3 3-C ].:6 _50 C J -i5� i. .'TSF9Y 78V55 CO 3RG C . : �C.°.3 3L7 J -id �- 3 C-: J.03 !2 ^. 157 ] SC� ol :'c5 OF 7?Li??. •TE S Cy..�Y 1..�u e 0 . =OTTOM :30RD5 'ah?=� 7�y.F::CyG VO JPWAdA oAPF�Y �°A ?U8L!NS 24' 0/C �-o a.�a _�o r o -a� aovz*+EV? cr a �- �n aac. . 7-: �.79 'u0 T 34 7 ON ?OP OF 2ASE TnUSS. NAIL aeas h �-• H9j r. 9aSc TaUSS WITH (2) 1Ql3 �-a . sa - y 4 �s _3 EAC:-1. TCc-�VAIL C:.P o �G�STE9 � Tr�USS TO =?:C4 ?UnLl�l VJIT'�! JL.LL os�r. - a.00^ :*� e-c � Q NO. F � (31 '�,C� v;:iLS.-.�P?�_Y CFC55 �� �a't - o.oa• < si�sa $Q910d79 . i/DL:LL GE7L-999 S/OEP?3- 2.] 8P„'�C�NG T�O��t�.OTi Ct�1 OF 8?:Sc � . � STAT`c OF : TRUSS TOP CFiCRD !N C�1P � . . � ���p� AREa PEA-TPf-HlB-91 CAO55 � . ' .' . . BRACING ,�EOUIFE�dEN��5. , � �roNAL /" �� Y ) � .� - r.Yueaa�riiraA^' �r�r� rl-n.� � . �vttcaNlvta� uvD .-� � ..: ..,. ..- . . . �R,, . �'.` 44 PCAP 'r 51110� 8 . 0 '' O I CENTEX "1631R"� A2 012 � El_ C" p I D `I_: . DG 241-00 � . � � 3x�11 ._ .. . . 80 4-02 ' _ . - . . . . . . � , . 0.<-07�00 . . . � 12 .. ... .. 8� , . 1-30-06 T . ' � � . ' � . 1 . � . . .. . JX4= � . ... A ' ' J�N= .. � � •�� �� • „�`. s : 3 f�s E - - - - al - - - - - - ,2,USS � / �" SEE ti�oTc - (S, zxa II �. � �SfG' 4�^C4 �(� � � � TCI 8-07 � � ]-02-19 2-02-19 \ / 3GI 8-03 ' �-OS-12 ' 8-03 \ L 5_1�-OZ , �OCiSCaz -- Version 77.0.501 LOAD CASE ',J WSND ?ROM dIGAT ?LAiING'CONFORHS :0 TPI � RQN DdTE: 5-11-95 LDl79ER STA855 INC,LEASS: 37.OY (G,7055 AaFa ME2HOD) , AADING LSVE DfJ1� (PSe') V$RIFY PL1TE VALQ&5 NIiB CSI SZ2� LLJ.YBER 1.1579 T0Y Ci'D 20.0 1,7 TEE-LOX' CORPORATZON -0P 0.06 tX . 57-k2 +_720 37Y C:?� 0.0 7.3 G.7IP 3ASED ON SY? LDMHER 3?M o.04 2X a SP-A2 1�10 :CT;.I. 20.0 d.3 29.5 7L17E5 20 GTOG6 ST-3a %IBS 0.01 ?`.0 { 52-dJ 9B0 9YC'cPTZONS: G�IoeIYG 'a15-�09 ?5'. ?�R 7�IA a�PSTI:I'J2 XSM9ER STFE55 OSED. ?•3 -14.?N 4.7 IA'CLVDES 15.OY INCL3l58 3-� •19.?N 4.7 2°_NSION 3I2- 588 ?Li 25R 7AIA WTPRAL 3RAGIHG: 5�90R7 C3ISSRIA SH£AA 938- 477 0�= ocA' PAId . ^.OP C30RD - CON1'I.WODS T TY?°_ ppRZ. VEA2 '•`IDTfl ' 3TN C:ORb - CON'I'_HGO95 SHS L85 ;IY-SX 72'7?PE PL4LZ SZZS X Y T7055 5?dC=VG - 24.0 :N. .4 oI,y -16 -�B ]- B ' .1 3001 ].UO % i.00 4.i 7.2 C 30RZ �tL�7 0 -61 ]- 8 9 7001A ].00 % :.00 2.7 C:R LO.IO G52 .1 C 2001 i.00 % 4.00 .. 7.3 LGN9BR oT7555 iNCZEA58: 15.�t SJAD U56 :� WIA9 // 2ZDG� D 1�01 I.00 X �.00 C?H CTR :JAbIYG iiVE 7E.?D (?57) L?13BR SSA=55 INCA�ASi: 3]_Oi � ��P C�1 20.0 10.0 LOADItiG LiVY JEAL1 (P571 . ' 3:Y �sD J.0 _a.o 'OP C_D 20.7 �.7 7J2:1, ]D.0 ?0.0 40.0 3iY C.°.D 0.0 ],9 d - ?},ar$ IS 30TAiED 9Y 90 DEG i�790A2 C7!?=AI.1 ?OTAL 20.J 8.5 38.i ..; :i:.\C.- ❑➢pTg S: iSaC'I :1IDT3 =XC�P??ONS: 90SE5: .e5 !V-5:( :85 ?V-a:( F-3 -i7.JN i.i 1. :7OSSiS ATuVQ7dC_OR�D 34 - .i ?10 ]- d G 220 ]- 3 ?-� -17.7N i.7 � pAVID50N '.WIISiYISS 5:�7POA? CZISEA?,1 2. �T1AL'ISIS COVFORYS :'O E-JdD �.Ss A3 '.ISD �ROM ;,ZS^ Ji 7Y?H :?OAZ '�HT 'aIDiH �TdG (I?I-35 i WS-31) . `_�19EA 'aTR855 ?*iCZ8,15Z: J3.OY L35 L'a5 iN-5% 3. 'dIM1 LOaDS' - �3C,lie8 '.➢ZT:v :O:.DING _9'� DEM �(?Sil d ]IV J -Si ]- 9 :RG55 S DES:GNED d5 A 70P C'9 i0.0 a.'! C 30RZ 7LR 0 .i5 ]- 9 eAIN aIW-?ORCS 7°_S SY5:3M 379 C7 O. J J.3 'aIND 32�EO - 30 .MP9 70SAI. 20.0 3.5 '<B.5 �y?T 2IG�1' YE.1N 300F c7IGri: - ?5' =��=oT-���S: _='eL �LV - ?5:( OI:1 - i5'L EXPOSJ3� US=GJRY - C - -'_3.�v i.] JC-PANC C'ni7GGiY - . _-_ -_{.94 i.7 M=u9R i5_ ?(L'o51 4m!S'f 4m3:iD i. FAST°:1 T�O55 TO 3viG d n�?POR: '.._'aA_.l TIJ7 S:i00.D5 :OR 51 :35 CF 7T:7-. .:- '.':_ :iOdZ ,_.,* "a?=-? :-,� �J.�]] 12 ' ] _"; ai:iL� ?SRMi:`VG 9C �=W:.dD �c5 �c5 :>1-SiC A-3 0.9"e _e0 C .�7 ��) wOVEH°_Vi :F «Ai.L �-A 3dG. -a ?T-y - e1 3 3-C 0.76 iSd C � 15� i. '>ST�:1 'RV55 70 ?RG C 'TES ' 30A?, iLB ] -98 J- 3 C . J.0] 12 '7 :5'/ 0 ?OF S? :'n5 O.° 7FLi7-. �NT�N�+GO: 3CTTC9 :30R75 :i'diL� ?3?J�Ii7_.`7G VO 07WAR9 APPLY 2xa PURLINS 2a' C/C ;.-J 0.09 Li0 ? 0 -31 YOV�y::iT OF '�AL'u OA 38G. ON TCP CF BASc TAUSS. NAIL �-�= o.�a �_.o z aa � TO BASc TRUSS WITH (2) lOD _ 3 e 5z T?as r L. Ha�'^ '-`�LS EACH. TOE-NAIL CAP yeQ " �STf 3 JSS TO c�.CN P!JRL!N `NITH 9L.LL �e�� - �.uo• _y a-c � �4G 9F � (3) 70D NAILS. APPIY CAOSS �� �E�� • o.ao^ < ;/�sa Q NO. Q '� BRAC;NG TO 30TTOM OF �CASE �/OL.G. DEr-d99 si�evry_ z.� _ 80910419 # TAUSS TOP CNORD !N CA? � STA'fFOF �REA PEa 7P1 HIB-91 CAO55 . �� � '��t�14' �� BRACING aECUTAEIAE��5. . - .. . `� S�OkAL�'`` � MAY . QUAN TYYE SPAN,, Pl-Hl OVERHANGS JOB : ; �;, , ' �R 1. TR 430800 8 . 0 . � CENTEX "1631R" A�'O11"`' ' EL G D R 'DG 9-02-1] 7x5.b71 . � . ' HO 1-03-17 B � 6-OS-03 ' j HO �-OS-OB � 13 � 2x�II 8� E 3x411 10 GT 3 6-00-00 B 12 5 Jx94 6 D 11 � � ia 9 1 2 C A 81 Jx411 3x10.6= F 3x4= � 7C ]-00-06 2-03-12 . eC 9-04-00 9-0�-00 7ni5Cal •- Version 37.0.501 LOA[7 CASE A7 NI�ID FROM AIGHT PLATING CONFOAMS TO TPI 7UN DATE: 5-11-95 LLTIBEA SiAE55 INCA�ASE: 33.Ok (GA05S AREA METYODI � LOA!)ING�� LIVE �EAD (PSF) VERSFY PL1TT VAL'JES wI?H � GSI SIZE LUNBER 1.157B SOP CHD 20.0 4,] iEE-LOK CORPOMTION TOP 0.16 2% a SY-q7 1720 2SM CHD 0.0 7.8 GAIY BASED ON SYP LUMHER � dTM 0.18 2X 4 SP-p2 1720 TOT\L 2U.0 B.5 28.5 PLATES - 30 WUGE ST-]0 � ABS 0.2y iX 9 SP-i13 9B0 E]ICEPTIONS: GRIPPING 515-909 PSI PER PAIR ' . ' EXCEPTIONS: D-B -16.9N C.7 INCLUDES 15.OY INCREASE i A-B 2X < SP-#2 !]20 8-E -19.7N 6 J iEN5I0N 922- 68B ?Li PEA PAIR � 2E?ETITIVE MEMHER STRE55 USED. F-d -1'].QN 0.0 SHEAA B3B- 972 �LI P£R PAIR � C-D -10.6N 0.0 � WTERAL BRACING: SUYPOR7 CAITERIA ST TYPE PLA:S SIZE X Y � TOY CHOND - CONTINVOUS JT TY?E XORZ VZAT WIDTH .1 1070 3.70 510..40 CTR CTR 9TM C40RD - C�NTINUOUS L35 L25 IN-S% 9 3D1oR 3.00 X 5.6o C:A CT.R TRUSS SPACING - 24.0 :y. C 2IN 2qZ -11 3- e ' 9000 3.00 % 9.00 C^R CiA ' F P.ORZ RLA 0 -128 3- 9 J 4130 3.00 ?! 4.00 [TR C7R LOAD CASE 'A1 9300 2.00 % 9.00 C:R CTA ' LU113ER STRE55 INCREASE: 15.09 LOAD GSE :4 WIA'D // AIDGE aoio 3.00 % M1.00 CT.A C?R SOADING LIVE DfAD fP5F1 LUXBER STRESS INC�CASE: 73.Di G 1001 2.00 i( 4.00 CTR CTA � ?OP CHD 20.0 10.0 LOADINC LIV2 OEAD IPSFI 3TM C8➢ 0.0 10.0 TOP CHO. 20.0 <.l R . PLA7E IS 70TATED dY 90 ��G . ?02AL 20.0 30.0 40.0 3TM CHD O.D ).8 � SUPPORT CRIT'cRIA TOTAL 7D.0 8.5 2B.5 VOTES: JS d�AC7 wID7H JT REACT 'r1IDTH 3XCiPTI0N5: 1. TAUSSeS MANV7AG:L'AED BY - LBS IN-SX L85 :N-SX 7-3 -14.3N 9.7 DAV?DSON _*\DUS:RiES ' C )7] 3- B 7 373 ]- B d-i, -14.9N 4.7 3. ANALYSIS CONFOAMS TO � i-E 34�.9N 0.0 U8C ITPI-95 S NOS-91) . LOAD GSe q2 'a1ND 7AOM LiFT C-D -1i.9N 0.0 ). WIND LOA:JS - UB0.19BB 6DI:Y 'LUMHER 52RE55 iNGREASE: 73.OY SOPPORT [RIT_AIA TRO55 IS DESIG:IED AS A ' :OADING LIVE DEAD (PSF) JT TYP_° dORZ VERT WSDTH MACN WIND-70RC8 RES SYSSEM � �OP C9D 70.0 G.] �85 LHS IN-S% wIND 575ED - 90 MPN � 37N C9D 0.0 3.8 C 7IN 0 -59 3- 9 MEAN ROOF 9EIGAT - 25' . :07AL 20.0 d.5 78.5 r HORZ 0.L7 0 -i9 ]- 9 EXPOSURE C,1T.°GORY - C 6XCEPTIONS: OCCVPANCY CA7°GORY - 1 D-9 -19.2N 4.� 4. ANCHOR TRU55 SCR A TOTAL 3-E -1�.9N l.7 NEM9CR FORCFS �L951 HOR?ZONTaL LOAD OF 2i7 LES. . '- !O.iN 0.0 TDP CSORDS 5. FASiEN ^AU55 i0 9RG C C-D 17.ON 0.0 �-G . 705 C G-3 305 C eOR "18 L'n5 OF VPLIeT, SliPoDR? C�2_TCR?A 3-? • 102 T aHILE oeANIT?_T`IG .�'O UPWARD ST SY?E dOHZ 'Jr^.R2 WZDTH 30TTOY {HORDS NOV'cMENS OF GALL 03 9RG. L35 Ld5 IY-5X C-A � 233 C \-e^ . 130 C 6. FASiEN TRUSS i0 BRG F - C ?IY 11 -'18 J- 8 WE85 70R 13B L35 OF UPLiFT. - NORZ RLd . J -10� 3- B C-D � )69 C D-A • 160 T WHILE ?EP.MIiTING NO UPWAAO � A-G - 211 c a•a . ��o T MOVEMENT OF '.ALL OR 9RG. � 0Q� �, He�'s 3-F • 261 C F-i - 81 T DL�LL D'eiL - 0.0a' I!i A-F 6 G�STF9 p LL 9£FL , o.00^ < si�so -t. ALL FlLLEA AND BLOCXINC� _ ? �L NO (C � 5/DL+LL DEFL=9y9 5/OE?TH- 1.6 ���8 NOT A PAqT OF THE 8491Q419 s7pVCTURAL F�JALY879 TO BE STATE GF pLATED `NiTH l.S x 4' _ � M���P � PLATES MINIMUM. � . .. e�� . . _ . ' / MA'f 1 6 1995 � �uaN '1'YYE SPAN . Pl-Hl OVERFiANGS JOB I � � �`. 7 TR 430800 8 0 OICENTEX "1631R" A2011' ' ' cl. G D � .. DG 9-03-1] 7x5.611 . . HO 1'-03-1J . H .0���-OS OB � 12 = 2x411 B'� E 1xq II ' Gx 6-00-00 5 lxi i 6 D J 3 2 C A 91 3xa II 3x10.6= F 3xa= _ TG 7-00-04 ]-03-12 BC 9-04-00 9-09-00 :7ni5Car •- Version 37.0.501 L�AD CASE $3 wIND 7ROM RIGHT PLAtiNG CONFORMS 70 TPI RUN DAiE: 5-11-95 LqMHEA 'STRE55 INCREASE: 33.0! � (GROSS AREA METHODI LOADSNC LIVE DEAD (PSF1 VERIFY PLA7E VALUES WITH CSI SIZ£ LUMHER 1.SSF9 TOP GHD 20.0 C.7 'I£E-LOR CORPORATION TOP 0.16 2X 6 SP-q2 1720 �3TM CHD 0.0 I.e GRIP BASED ON SYP LUMHER 92M 0.18 7X < SP-M2 1720 TOtAL 20.0 B.5 78.5 PLATES - 7D C.1UGE ST-20 _ WHS 0.22 7X 4 SY-d3 980 ?XC°Y2ION5: GAIPPING 515-409 75I PEA PAIA ' 2%C�PTIONS: 0•B -14.9N 9.] IYCLUDES 15.Ok SNCREASE ' a-H 2X i SP-p2 1770 9-E -19.2N 9.7 TENSION 972- 6BB PLI PEA PAIA REPE'ITIVE MEM9ER SiAE55 USED. e•Z -17.ON J.0 SHEAR 838- �]2 PLZ 2ER 7AIA C-D -10.6N 0.0 L.ATERAL BRACINC: 5D7POAT CAIT£AIA J7 TYPE PWiE SI2E % Y TOP CY.ORD - CON7Ihi70V5 ST T'!PE HORZ VER: NSDTH A 1070 7.00 X10.60 CTR CTR 3iH CriORD - CONTINUOUS L'e5 LHS IY-5% B 3010R 3.00 % 5.60 C'.A CT� TRUSS SPA[ING - 26.0 IN. C PIN 243 •11 3- B C 6000 J.00 X 9.�0 C7R CTR i ifORZ RLd 0 -128 ]- 8 D 9130 3.00 % 6.00 C7R CSR LOAD CASE %1 E a100 2.00 % �.00 CTR CTA LUMBER ST3E55 INCAEASE: 15.Ot LOAD CASE �k WIND // AIDGE P 401D ).00 % 9.D0 CTA G2R LOAD7NG L:VE DEAD (PSF) LUMBER SiAE55 INCREASZ: 3J.OY G 1001 2.00 X �.DO C7R C7R TOP CHD 20.0 1�.0 LOADING LIVE DEAD (PSF) 3?H CY.D 0.0 10.0 '^OP C8D 20.0 9.7 R� . PLASE IS R07A7ED BY 90 DEC :OTAL 20.0 70.0 90.0 3T4 CHD 0.0 7.8 oU?POAT [FITERIA TOSAL 2U.0 8.5 ]B.5 NOTES: JT 7EACT 4IDiH Ji REACT WIDiN EY.CiPTI0N5: 1. TRUSSES MANOFAC:VR=D 9Y - L'e5 *_N-SX Ld5 IN-5% �J-9 -1�.9N 1.] ppVIDSO4 INDUSTRSES C i'13 )- 8 F 373 J- 8 3-: -16.9N <.7 3. 1HALYSIS CONFCRHS TO F-E 19.9N 0.0 UBG (TPI-85 6 NDS-911 . i3OAD :aSE A2 WIND PROM LEFT C-D -14.9N 0.0 3. �1SND LOAG/5 - UBG,19B8 :DI:9 LUMBER 'oiYE55 I?1C7EASE: 37.Ok SU7PORT CRI?ZRIA :RD55 IS DES:GNED AS � i.OADISG LIVE OEAD (PSc') �T TYPE HOd2 VEA: wIDTH ?lAIN WSN�-70RCE RES SYSTEM 'OP CHD 20.0 a.] LBS �� LHS IN-SX :JIND SDEED - 90 HPH 3TH CnD 0.0 3.9 C PSN 0 -59 3- e MEAN AOOF H:IG:17 - 25' :J2.iL 20. 0 d.i 28,5 7 HORZ RLit 0 -59 7- B EXPOSUAE CTTEGORY - C 3XC£PTIONS: OCCUPANCY CATEGOAY - D-3 -19.2V q,7 4, .VTGHOB 7RV55 FOA A :OTAL 3-3 -19.9N 5.] 4_M9EH FOAC_5 fL85) 90RIZONTAL LOAD OF 243 LBS. - 10.6Df 0.0 TOP C30RD5 5. FASTEN Taf155 TO 3AG C C-0 !'I,ON 0.0 7-G • 305 C G-3 • JOS C FOR 7B LHS OF OPLIiT. SGP?ORT C3IT_RiA 9-E • 102 T 'Fe13LE ?EftMIS?IN^u VO UPWAAD JT '.?P° �ORZ VEAT wIDTH 90STOM C40RD5 MOVEMENi OF WALL JR 9AG. Ld5 LBS ?M1-SX C-T • 737 C .1-i . 17b C 6. -ASTEN TRV55 TO 3RG = C ?*_:1 11 •'7B 7- B wEHS e^OR 128 �LB5 OF VPLIFT, . Y.ORZ 2La 0 -?00 l- 9 c-� - �aa C 0-A • 26] T wFiILE PEAMI3TING NO UPWARD A-G • 211 C A-9 - 270 7 , MOVEMENT OF WALL 07 9RG. 3-F - ]61 C ?-3 • dl T DL.LL DEFL - 0.04• IN A-F ,8�' ;,' OEFL • 0.00" < 5/36� Q��� s . 5/DL+LL DEFL.999 5/DEPTH� 1.6 O0j0 G1S7E,9 � � Q�`' NO. F � 80910419 � ,o STATE CF � . _ � � - - . � � �^ �tR'�P 4,�`' .. .: . _ � . ,. . - '?j��A ��r ,V .. . � MAY 1 6 �y'- 4UAN TYPE SPAN= .P1-H1 OVERHANGS JOB �R 7 TR 430800 8 0 OICENTEX "'1631R" A2011 ` E L G D D DG 30-09-OS kx5.611 HO <=0B " B �G '6-OS-03 HO {-05-OB ;.-i. 2 3xa II C 12 2z9 II B� G 6-00-00 T 4 5 6 3 3x6= e A B1 F Jx4= D 3x9= TC 9•OS-12 2•03-13 BG 10-09-01 �� 11-09-OB OniStaZ -- VeS51on J�.0.501 LOAD CASE �kI WIND 7AOM RIGNT PLA7ING CONFOR45 TO TPS RVN DAT°_: i-11-95 LUNEER STRE55 INfAEA58: J3.Ot (GRO55 AREA ME'fHOD) LOADIhG LIVE DEAD (PSF) VERIFY PLa7E' VALUES wITH CSI SIZE LVMBER i.15FB TOP CF.D 20.0 4.] ?EE-LOK GORPORATION 70P 0.92 ]X 9 SP-q2 1�20 3tfi CND 0.0 J.9 GRZP BASED ON SYP LUMeEA BiM 0.2a 2X a 5P-$2 1720 70^AL 20.0 8.5 I8.5 PLA'I£5 - 20 GAUGE SS-30 WBS 0.27 2X 9 SP-q3 980 3%CEPTIOtiS:� GRIPPING 515-909 PSI PER 2AIA ' .;�j+, :%CEPTIONS: A-D -11.9N 4.7 INCLUIIES 15.Ot INCREASE 7-H ]X 4 SP-p2 1720 H-C -19.2N 9.] 7ENSION 92]- 68B PLI PER �AIR ' ' REPETIiIVE MENBER STRESS USED. D-C� -17.ON 0.0 SHEAR 838- a72 PLI PEA PAIA � SOPPORT CAI]'EAIA � LITEAAL 9RACING: JT TYPE HORZ VERS RID7H ST TYPE PLATE SIZE X Y ?OP CY.ORD - CON7ZNUOVS LBS L35 IN-S% A 37M CYORD - CONSSNUOCS A pSN 268 •70 3- 9 B ]d10R 9.00 X 5.60 CTA CTR TSU55 S�ACING - 79.0 SN. D HOR2 0.LR 0 -1C8 ]- B C 9300 2.00 % 6.00 CTR CT.R D 9010 J.00 X 4.00 C7A C7R SOAD CAS'a pl LOAD CASE �4 wIND // RSDGE E 2001 3.00 % 9.00 4.6 7.2 LUMHEA STRE55 INGREASE: 15.0! �O}79iA 5?R�55 INCREASE: 33.Dk F 1D50 7,0� X a.0o CSR CTR L�ADING LIVE DEAD (PSF) .OADINC LIVE DEAD (PSF) G :001 2.OD % /.00 CTA CTA TDP CHD 20.0 10.0 70P CAD 20.0 i.7 37M CHD 0.0 10.0 3TH CHD 0.0 J.B 0. . PLa?E IS zOTaTED 9Y 90 DEG 'OTAL 20.0 20.0 40.0 702.U. 20.0 8.5 38.5 SUPPORT CAIT=AIA �%CSPTIONS: NOTES: dT REACT WID7H JT dEACS WIDTH A-3 -19.9N 1.7 1. YRUSSPS MANUFAC:U0.ED BY - LBS iN-SX LBS Iv-S% 3-C -10.9N 9.7 DAVIDSON INDIISTRIES A 351 J- B D 9]0 3- B p-C 19.9N 0.0 7. .WALYSIS CDNFORMS TO SUPPORT [aIT=RIA OBC (TPI-d5 G NDS-91) . LOAD CAS'a �3 WIND iROM LcFT e; TYPE RORZ VERT +'IDTN 3. WIND LOADS - U8C,1988 6DI:N LUMBER S:RE55 INCREASE: 73.Ok LBS L85 IN-5% TR➢55 IS DESIGNED AS A [.OADING LIV'e DEAD �(PSe) A P?N 20 -B7 J- 3 MAIN Wi27�-70RCE RES SYSTEM 'OY C!?D 20.0 �.7 D Y.OA2 RLR 0 -:6 3- B wIND SPEED - BO MPH 3TM CHD J.0 3.B MEAN ROO.° HEIGHT - 25' :�PAL 20.0 d.5 38.5 LEFT �IGBT EXAOSUAE CA7EGOAY - C ?XCEP7?ONS: :?=EL OZ.�' - 95X OCCUYANCY CA?EGORY - 1 .l-9 -39.7N 4.7 i. IyNCHOR SAU55 70R A ?OTAL 3-C -19.3N i.7 :!EMbR CSI 7(L2S) Mm15i Mm7ND HOAI20N7AL �OAD OF 26B L85. 7-C !U.SN 0.0 T07 CHORDS 5, eASTZN� TAU55 SO 3RG .1 S�PPOAT CRi7�3Id a-'e D.3� 23a C 0 i2J3 SOR 108 LHS OF OPLiF?, �i :?P° riOR2 VEi7 �aIDSH 3-G J.92 599 C -52?J •3910 ap2LE PERMITT?NG NO UPWARD L85 iB5 I`]-5% G-3 O.oJ 9iY C 2630 0 MOVEMENT CF WALL OA 3RG. A ?Iy 109 -108 3- d 3-C 0.'Od 101 T 0 0 6. ?ASTiN TRV55 TO 8RG D 9 HORZ 3LA 0 i]1 3- B 30T?OM CAORDS rOR 1<B Ld5 OF UPL1.�T, '-' O.IO 569 S 0 -v97 'dHILE PERMI:iING NO UPWAAD F•D J.17 144 T '193 J MOVEMENT OF MALL OR 30.G. WEBS D-C �.72 30 T J 0 9-� . 779 C � a � ]31 T r L. �9�� DL�LL �DEFL - 0.31" IN i-G y°� O�S7E SA � J -� LL DEFL - 0.13" c 5/J6D 7 � 9� j 5/�L�LL DEiL�954 5/�EPiH. :.9 Q t'IO. 8^_910d19 ) E � ,a S7ATE OF J - , . � , . . � " �iGylA�c�"�� .. � . • � MAY 1 G 199° �UAN. '1'YYE SYAN'�'. Pl-lil� � OVERHANGS JOH �� �. �R -' ' �` '7 MONO 190604' 8 0 0 n n... . ' CENTEX 1fi31R A2O10 EL G D IL I Dc �3-oe>oo HO 13-0�-30 HO �-07 � ' . 3x5.611 B n'�' . 12 8 Sx5.64 F T1II * 13-0�-10 � Sx5.6! � E 4 Z f � 3 T1 axa= i A H3 D 4X9= C Sx5.6= TC � 19-06-01 � 3C 19-06-0< 19-06-09 UniStar •- Version 37.D.501 DL+LL DEFL . O.J3" IN A-E NOTES: RDN DAT�: 5-11-95 i,L DEFL - 0.02• c S/J60 1. TRUSSES MANfIFA[iDRED BY - . S/�LaLL DEFL�701 S/DEPTH. 1.5 DAVIDSON ZNDUS:RIES CSZ SIZ5 LVMH6A 1.SSFB 2. ANALYSIS CONFORHS TO � � TOP 0.50 2% 9 SP-q2 1770 , PI.,I4ING CONFORMS TO TPI UBC (TPI-95 4 NDS-91) . BTM 0.60 2% 4 SP-k2 1770 (GROSS AAEA NETNO�) 3. END VERIICAL(5) NOT WBS 0.4"! 2X. 6 SP-q3 3�20 VERIFY PLaTE Vp(,UES WITH � OESIGNED FOR WIND EXPOSOFE. EXCEPTIONS: TEE-LOR [ORPORA7ION °_-O �2X 4 SP-p7 980 GRI4 9ASED ON SY? LUMHER L'JMeER 57AE55 INCHEASE: 15.Ok 7LAiE5 - 20 GaUGE ST-20 a�PE:ITIVE N.�t1BER 52RE55 �S'cD. GRIPPING 515-609 PSI PER PAIA �.` -`� �0 VER7ICAL(S)NOT ' INCLUDES 15.Ot INCAEASE DESI�NED FOR WINDf.3{p�� '�. i,aTE7W. BRAGING: ' T2NSION 922- 6de PLI PER PA2� 4. ?OP CHOR� - CONTZNIIOUS SREAA B38- G72 7LI PzA PAIR �� 3TM CNORD - CONiI1ti0US ONE SAAC: - F-C J2 TYPE PLASE SIZE % Y ?WO ?RACSS - C-3 A 2001 3.00 X 1.00 4,6 J.2 TRU55 52ACING - 24.0 IN. 3 9200 7.00 X 5.60 C:R Cii2 C 4010 5.00 X 5.60 CTR CTA � LOADING LIVE DEAD (PS?) D 3010 C.00 X 4.00 CSR CTA -0P CHD I0.0 10.0 � 1302 5.00 X 5.60 CTR ].0 3TH CYD 0.0 50.0 ? SO10 5.00 X 5.60 CTR C1'A :OTAL 30.0 2�.0 i0.0 SUPPOR: C�tII'6RSA y L- He� JT REaCT wID7H JS REAC2 aIDTH CQ �S �as *N-sx �es :u-sx o�" G1S7F9 '� a �so :- s c �eo 3- e � Q� NO. F � i.cF? R3GA'T D�✓'���8 � . 2�EL �7?N - 45X �q �7.17E OF MEMBER e0RCS5 (LHS) ^ ����*�?�(.� ' :OP C90RD5 �M�NALE� � >-2 - 890 G �i-e^ - 546 C '-a . o r � 90iTOM C90RD5 � .4-D . �Zl T D-C � 3l1 S �EBS MAY 1 b 1995 °_-D - :24 C D-e . 490 : F-C - 612 C C-d - i97 G u�E+�v rzr�; srwtv P1-Ht OVERHANGS JOH - 9 MONO 190604 8 1008 ' pI � �R CENTEX "1631R A2010 El� G D E " ' xo <3o e-oo xo i�-oa-ia 3x5.611 e �1 • 12 8 Sx5.6�i F T1Q F 13-Oi-10 Sx5.64 E 4 K i r 7 T1 3xd= 1 a ai D i%9= C Sx5.6= ' iC $�I 19-06-0< � HC 19-06-0< 19-06-OC OniStai -- V�rsion 7].D.501 DLaLL �EFL . 0.33" IN A-6 NOSES: 6UN DAS£: 5-11-95 LL DEFL � 0.02" < 5/360 1. SAVSSCS MANDFACSUAED BY - . S/DL�LL DEFL.]O1 S/DEPTR- 1.5 DAVIDSON INDOSiAIES ;._� C52 SIZE LUMBER 1.15F3 2. ANALySIS CONFORMS :0 � SOP 0.50 2% 4 SP-q2 1770 7LAiING GONFORHS ?0 iPI U8C (TPI-85 i NDS-91) . 9^.'M 0.60 2X 4 S?-02 1720 (Gx055 AR£A ME?HOD) 7. END VERTICAL�S) NOT WBS 0.97 2X 4 SP-1�2 1"!]a V4RIF'! 7LATE VALUES u1�H ' DESIGN£D 70R WIND EJLPOSURE. �XCEPTZONS: t�2-LO% COAPORATION Z-D 2X 4 SP-qJ 9B0 G7I? 3ASED ON SYP LOMBER LUMBER SiAE55 INCREASE: SS.Ok FL;.T�S - 20 GAUCE 57-20 7EPETITIVg NEMHER STRESS USED. GHI7PING i15-4D9 PSI 7EA PAI7 q� E7�1D VEATICAL(S)NOT *.�cLOnas is.at INCAEASE OESIGNED FOR WIND EXAOSURE. 'V LA7ER4L BRA[ING: TENSION 933- 6BB PLI PER PAIR TOP CHOAD - CONTINUOUS Se£AR B39- a72. 2LI PER PAIR �X� BTM CHORD • CONTINUOUS ON£ 9AAC£ - ?-G S: T�PE PLATE SIZE % Y TWO 9RAC°_S - C-9 d 7001 J.00 % 4.00 4.6 7.2 :A➢SS SBACiVG - 79.0 IY�, 3 4200 J.00 X 5.60 CSR CZR . _ 1010 5.00 % 5.60 CTR [TR LOADING LIVE DEAD (PSF) D 1010 0.00 R 4.OG C:R CTR TOP CHD 70.0 10.0 � :102 S.DO X 5.60 CTA 3.0 >TH CY.D 0.0 10.0 i 1030 5.00 % 5.60 CSi CTA � TO7dL 20.0 20.0 40.0 SUPPORT CRIT°RIA � � JT aEACT wIDTN JT REACi NIDTH tas :u-sx [.2s iv-sx '� t'• HBiJj a �ao a- a c �eo 3- e oOQ�G,S7�,9 @� ..�:r zic;�x � Q,4' NO. F � 4E�L aiv - asx ' 80910419 - M.EMHEA FORC°_5 (LHS) STA7E OF :OP CHOADS �'��0. ,�� .>-6 • 3]0 C E•e' . 596 C qi =-B • 0 T �� . i 30TTOM C:{ORDS A-D . �24 T D-C . 771 T � AEHS 3-D . ]24 C D-? • 490 T M(�Y 1 6 1995 � :-C • e12 C C-3 - 19� C .,51uis.ir-� rsrs, , orru�.r� ri-ni vv�icnxiw� uva � � �,�� ' D7a1C1C -: T.'MONO 120404 B 1008` 0 CENTEX "1631R" A2010 EL G � D I � � �' DG 15-00-11 HO 8-07-OS � HO �-07 7x411 B � 12 8 3xi% www�nnyy� E * t. Hei 8-07-OS T � g Il i3 0Q� �9 4' G�ST69 � �� Q�' NO. `° � _ 60910419 ' e io Z STATE OF 3x�= 6 q ,�,w A 5 1� $♦ �I/A�� 9 14 F D H1 ��A� 2xa�I C 4x6= � MAY 1 6 1995 � rc ° u-oa-oa � ' � eC 32-OQ-09 12•09-04 UniStai -- Version 37.-0.SU1 LOAD CASE MJ WIND FAOM RZGHT PLATING CONFORMS TO TPI 0.IIN DATE: 5-31-95 LIIYBER STRESS INCREAS£: 73.Ok �GRO55 AAEA METNOD) LOADING LSVE DEAD (PSF) VERIFY PLA7£ VALUES WTTH CSI 5I2E LUMBER 1.15FH TOP CHD 20.0 1.7 T£E-LOR GORPORAiI0T1 ;OP 0.50 3X 6 SP-q2 1720 dTM CHD 0.0 3.8 GRIP BASED ON SYP LUMeEA 9iM 0.77 2% 0 SP-q2 1720 102AL 20.0 8.5 28.5 PLA7E5 - 20 GAUGE ST-20 .� WBS 0.53 2X 4 5P-p2 17Z0 'eX[EYSIONS: ' GRIPPING 515-409 PSI PEA PAIR ' �%C£PTIONS� G-B -17.ON 0.0 INtLUDES 15.Ot INCAEASE . D-E 2X 4 SY-q3 980 A-8 -14.9N 4.7 TENSION 922- 6BB PLI PER PAIR 4EPETITIVE MEMBER 57AE55 USED. SDPPOR7 GRIT�RIA � SHEAR 838- 6'12 PLI PER PAIR , JT TYPE HORZ VEAT WIDTH I.aT£SGI. 3AACING� L85 LBS IN-S% JT TYP° PLATE SIEE X . TOP CHORD - CON7INSIOUS A PIN 593 BS 7- B a 3001 3.00 % 6.00 4.6 3V3 dTM CAORD - CONTINUOUS C HORZ RLR 0 -254 3- B B <300 2.00 X 9.00 C7R CSA � OFE HRACE - C-B C 4010 4.00 % 9.00 CiR C2A 2RU55 SPACING - 24.0 IN. LOAL1 CASE A� WIND // ftI�GE D 1001 2.�0 I 9.00 C2R C'IR LUMBER STAE55 INCREASE: 33.OY E 1050 3.00 % a.00 CTA CTR LOAI1 CASE pl LOT.DING LIVE DEAD (PSF) LUMHER StAE55 iNCBEASE: 15.OY TOP CHD 20.0 4.7 :102E5: LOADING LIVE DEAD (PSF) B7M CHD 0:0 7.8 1. TRUSSES MANqFAC71iAED HY - ?OP CHD 2D.0 10.0 TOTAL 20.0 B.5 28.5 DAVIDSON INDUSiAIES 3TM CHD 0.0 10.0 E%C�Y?IONS: 3. ANALY5:5 CONFOAMS TD ':'OiAL 20.0 20.0 40.0 G-8 19.9N 0.0 UBC ISPI-BS 6 1'iCJS-91) . SUP?ORT CAITERIA A-0 -14.9N 6.] 3. wIND LOADS - UHC,I9BB EDITN JT REACS WID'IH J7 REACT WIDTH SVPPORT CRITEAIA TAUSS IS DESIGNED AS A L'c5 iN-5% LBS IN-5X J'f TYPE 80RZ VEAT WID4H YAIN 'dIND-70AGE RES SY57EM A 094 J- 9 C 994 7- d L85 L25 IN-S% '•'IND 5?EED - BO NPH A PIN 17 -9J J- B MEAN ROOP HEiGNT - 75' LOAD CaSi X2 WI.W FROM LEFY C Y.OR2 RLA 0 -'19 ]- B E%POSURE CAS?GORY - C LUHHEA STCE55 ?:7CAEASE: 33.0} . OGCUPANCY CA7EGOR: - 1 LOADI\G LIVE DEAD IPSeI i.'cFS 7IGAT 4. aNCHOR TAVSS FOA a TO7AL ?OP GF.D 20.J 9.7 iiE°_L OTN • GSX 40RIZ0\iAL LOAD OF 543 L25. 3TM C:iD 0.0 l.e S. eAST�N TRU55 ?0 9RG A ':OiAL 20.0 3.5 28.5 4EMH°_R i0RCE5 (L3S) 'DR 1�6 LBS OF UPLI?T, :XC£PTIONS: 70P CY.ORDS wNILE 2°RH:TT?NG NO VPWFdD G-B 10.6N 0.0 A-E � s92 G �-B • 251 C MOVEMENT OF WALL OR BRG. - .i-2 -19.2N i.'1 BOTTOM CHORDS 5. FAST_N 7AU55 ?0 BRG C SUPPORT CtITEAI.1 A-D • ao9 T D-C • 409 ': FOR 259 LHS OF UPLIFT, JY TYPE XOR2 vER: NIDTH aEBS �'7NILi 7ERMIiT!NG NO UPwAftD LBS LBS IN-SX D-6 � 124 T E-C - 965 � MOVEMEN7 OF WALL 00. BRG. .4 PIN 162 -106 3- B C-B - 209 S - C HORZ ALA o -1'1B 7- B 7L+LL DEFL � 0.17` Iy e-a 1. AlL FILLEA ,�J7D BLOC�(INfl LL OEFL • 0.01^ � s/3so }�J;,�gEAS NOT A PAR7 OF T}tE 5/DL.LL DEFL�86J 5/DEPTH� 3.5 ' 6TRUCTURAL ANALYSIS TO'$E PLATED WITH 1.5' x 4' PCATES MINIMUM. I ac•••••. ...0 ucsaa�.,: ri-ni..: vvaAaeuvVJ uVD : � _' ' ..:;^ � � �� �:: 7'HFS2 140908• 8 1006' ° 0 CENTEX' °1631R" A2010 - Etr �A H � �' ' DG 17-11-1� - �HO5-0�-13:1..'; . .. . . . HO 1-07 ?:. 3xi II:� H . ,+� JX4�i 12 F 8� 1 io-oz-i3 z:aa T 3 . Qh l. Hg�' � a-�o-ooc e ' oy0 4\STE,9 ��i c, . � Q,� ' NO. F �� ' 3"a� 80910419 3"a� 91 8TATE OF A axa% �a iz � ��tR'�* roNAL�.� ' TC � 19-09-08 Q/ ` BC 16-09-OB `I����' 14-09-OB ' . . / ' � MA'f 1 6 1995 - . � OniStar -- Vezsion ]7.0.501 LOAL1 CASE #3 WIND FROM AIGHT � PLATING CONFORHS TO ?PI - .'.ON DA7E: 5-11-95 LONBER SiAE55 INCREASE: ]3.�k (GAO55 AREA METHOD) LOADING LIVE DEAD (PSF) VERIFY PLATE VALOES WITH CSI SIZE LVMBER 1.15FH 'fOP CKD 20.0 6.7 TEE-LOR CORPORASION TOY �.29 2% 4 SP-q3 ' 1'/20 BTN CND 0.0 ].B GRIP BASED ON SYP LUMBER 3TM 0.49 2X 4 SY-#2 17I0 TOTAL 70.0 B.5 28.5 PLATES - 20 GAUGE 52-20 aH5 0.75 27C 9 SP-#3 9B0 ZXCEPTIONS: GRIPPING 515•909 PSI PEA PAIA REPEYITTVE MEMBER SiAE55 USED. C-B -1].ON 0.0 INCLADES 35.Dt INCREASE . A-9 -16.9N 6.7 7ENSION 922- 6BB PLI PER PAIA ?.ASERAL BAAGING: SDPPOAT CRI?�RIA SXEAR B7B- G'12 PLI PER PAIR - ;OP CHORD - CONTINO005 JT TYPE NORZ VERi WID7R 'r+ HTM CHORD - CONTINUOUS LBS LBS IN-57( JT TYP6 PLATE SIZE % Y � 7AOS5 SPAC:NG - 24.0 IN. A PIN C79 72 3- B A 2101 3.00 % 9.00 6.0 2.6 C HORZ eLR 0 -]76 3- B � B 4I00 2.00 % 9.00 CTA CSA LOAD CASE :1 C 4110 3.00 X a.00. CTA C7A L'uMHER SiA55S INCREASE: 15.Ok LOAD @SE %4 wIND // RIDGE D 1030 3.00 X <.GO CT2 CTR LOADING LIVE DEAD (iSF) LCIIBEA 57RE55 INCREASE: 3J.At 6 3001 2.00 X C.DO C?A CTR ' TOP CY.D 20.0 10.0 LOADING LIVE OEAD (PSF) F 3010 3.D� % 4.00 CTA GTR BSM CHD 0.0 10.0 ?OP CHD 30.0 <.7 T07AL 20.0 30.0 90.0 9TM CSD 0.0 3.B NOiES; SOPPORi CR?TERIA TOTAL 20.0 8.5 28.5 1. TAVSSES MANOFACTVRED BY - J? REACT WIDTA 72 AEACT WID7H E%CEPTIONS: DAVTDSON IW057RSE5 L25 IN-S% L85 IN-SX C-d 1C.9N 0.0 7. ANALYSIS COhFORMS TO A 591 3- B C 591 3- 9 A-B •1<.9N <.7 UBG (TPI-BS 4 NDS-911 . 507PORT CRSTEAIA l. wIT7D LOADS - VBC.19B8 �OITN LOAD [.15E �2 WIND FAOM LiFT JT TYPE HORZ VEAT IJIDTH 7AU55 IS DESIGNZD AS A LUMHiR ST�E55 INC7EASE: 33.DY L3S LHS IN-SX MAIN WINO-20RCE AES SYSTiM i.OADINC LIVE DEAD IPSF) A 7IN 16� -84 ]- B WIND SPEED - 80 MPY ZOP CF.D 20.� 4.7 C HOAZ ALR 0 -119 7- B HEAN AOOF HEIGHT - 35' 3?Y CY.D 0.� J.9 E%IIOSURE GAS°_GORY - C ^.OTAI. 70.0 8.5 28.5 LEFT RIGHT OCCVPANCY CA7EGORY - 1 8XCE7TION5: 3°_E+. OIN - 65% 4. ANCHOA 7RV55 FOR A TOTAL C-9 10.5N 0.0 ' NORIZONI'AL LOAD OF 9]9 LHS. .A-3 -!9.2N 9.7 MEMBE,7 FORCES (LBS1 5. iA57EN TA955 TO 9RG .i SUP?ORT C2ITSRIA TOP [40RD5 FOR 1�6 L25 OF UPLIFT. JT TY°E 90RZ VEAS WID+N A-i • 1298 G 7-F � S]0 C NHIiS PEAMISTING NO UPWAAD � L25 LHS :9-SX 7-3 • 160 C �MOVEMEN7 OF wALL OA dRG. d ?29 295 -176 3- 8 30iTOM G90AD5 5. eAST�N TRllSS '.O 9RG C � HOAZ .�L,7 0 -231 3- 9 A-D • 1:39 T 7-C . SB8 T i0R 276 LBS OF UYLI2T. :'E95 '�'HZLE �EAHITTING NO UPNARD 's-D • 296 C D-F . 502 T MOVEMENT �F .1ALL OR BRG. ?-C • SBB C C-a . 149 G DL.LL DEFL • 0.10• IN D-C LL DEFL � 0.0!" < 5/360 , ' � �� � 5/DL+LL DEFL�999 5/DEP7H- 1.5 (,;�� . ..7 HFS2 1204�II 8 1008: 0 I CENTEX" "1631R" A2010:='` EL G� D I 1 I ' . ' DG. 15-00-06 . ' ' " HO 4-06-15'�� ' ' HO 4-07 ' �xlll ;:''... ' -� . _ B � 7x4 i 12 F � 9 B 8-07-02 � 7 � � 1.' HeJ a-oo-o3c ZE+� geQ \STF '8� o G 9 � � � �4' NO. � � 1 ""- 80910d19 3xa� D 1 STATE��OpF A 3x<% � ��Pr'� . �4 12 S/�� iy TC g 12-Oa-00 � 8C 12-09-00 � iz-oa-oo MA'f 1 6 1995 UniSCaz -- Version 37.0.501 LOAD CAS£ qD WIND FROM RSGHT PI.ATING CONFOAMS TO TPS RIIN OAiE: 5-11-95 liJMBER 57AE55 INCREASE: 73.Ot (GRO55 AR£A ME7HOD) LO\UING LIVE DEAD (PSF) VERIFY PLATE VALV£5 D1I:H CSI SIZE LVMeER 1.SSFH TOP CHD 20.0 4.7 TEE-LOK [ORPORAiION SOP 0.30 7% 6 SP-q2 1'/70 dTM CND 0.0 3.8 GAIP BASED ON SYP LUMBER � 3TH 0.)7 2% 6 SP-q2 3030 SOTAL 20.0 8.5 28.5 - PLA2E5 - 2D GADGE ST-20 WHS 0.35 2% 1 SP-N7 9BD ESCEPSIONS: GRIPPING 515-409 PSI ?Eft PAIR �7EPET27IVE MEMBER SiRE55 USED. C-3 -17.ON 0.0 INCLUD£5 15.OY INCREASE A-d -14.9N 4.7 T�NSION 972- 688 PLI P8R PAIA .'y'a LA7ERAI. BRACING: SGPPOR7 fAIiEASA SHEAR 839- 1"!2 PLI PER PAIA , TOP CAORD - CONTINVOOS J. TYPE NOAZ �EAT WIDTH BTM CHORD - CONTINUDUS LBS LBS IN-SX JT TYPE YLATE 522E % Y TROSS SYACING - 24.0 IN. A PIN 402 58 J- B � A 7101 3.00� X 9.00 6.0 2.6 C HORZ RLR 0 •230 3- �B B C200 2.00 X <.00 CTR C'.R , LOAD CASE �1 ' C a130 J.00 % 4.00 GTR CYA LIMBER SSRf55 SNCREASE: 15.Ot LOAD CAS£ 8C WIND // FIDGE D 1030 3.00 % �.00 CTR CTR ' LOAf7ING LIVE DEAD (PSF) LIIHHEA STRESS INCAEASE: 73.0} £ 1001 2.00 X 9.00 CTR C2R � . TOP C?3D 20.0 10.0 . LOADING LIVE DEAD (PSF) F 1010 J.00 X C.00 CTA CTR . BTH CHD 0.0 10.0 TOP CY.D 20.0 9.7 � � :OTAI. Z0.0 20.0 90.0 2?M' C9D 0.0 7.B NOTES: , SVYPORT CAIT°_RIA I'OTAL 20.0 8.5 18.5 1. TRUSSES MANVFACTGRED BY - J7 aEAC7 GIDiH JT AEACi WiDTH 5SC°PT:ONS: DAVIOSON INGUSYAIES LBS IN•S% LBS IN-SX C�3 14.9N 0.0 2. ANALYSIS CONFOAMS TO a 493 3- B C 493 ]- 8 A-.3 -:4.9N 4.7 DBC (TPI-05 6 NDS-911 . SII2PORT CRITERIA 7. WIND LOADS - UBC,I9BB 'eDI7N LOAD CAS'c 'A2 wSNO FROM LiiT JT TYP� NOAZ VEAT WIDS4 TRU55 IS DESIGVED AS .1 , LUMeEA STRE55 INCREASE: 3J.OY L85 �2S IN-SX MAZN wIND-FORfE RES SYSTEM � LOAII=NG LSVE D£AD (PSF) A PIN !]9 -]2 3- B '+IND SPEED - 90 YPH , T0P CRD 20.0 6.'1 C HORZ RLA 0 -99 J- d MEAN AOOF HEIGHS - 25' 37M CND 7.0 3.d EXPOSURE [A7EGOAY - C ?OTAL 74.0 d.5 28.5 LEFT 3IGHT OCGUPANCY CATEGORY - 1 =XC=PTIONS: �+'.EL OIN - 4SX 4. ANCHOR :AU55 rOA A TOTAL ' C-9 10.6N 0.0 HOR:ZONTAL LOAD OF a02 LBS. ' .4-3 -'_9.2N Y.] MEMBER FORC:S (L851 5. FASTEN TdU55 TO 9RG A iUPYORT CRITERIA ' TOP C90RD5 ?OR 92 LBS OF UYLIF7. J2 ?YP° AOR2 VERi Y1I9i9 a-E • 109'! C E-i . 900 C WHILE PERMIi?:VG NO UPWAAD ' L85 iS5 IN-SX ?-9 • lJl C MOVEMENT OF WALL DA BRG. A ?IN 250 -92 3- B BOTT�M CHORDS 6. FASTEN TRll55 TO BAG C C HORZ ALR 0 -192 7- B a-� � 994 T D-C • 491 T FOR 270 LBS OF UPLIFT, wEBS WHILE PERMIT7TNG �O UYWAAD ' �-D - 245 C 0-F . a19 T MOVEMENT OF wALL OA 9RG. � ?-C - C91 C C-B • 124 C ^_ DL+LL �EfL . 0.05` I:7 A-E LL DEFL . 0.0]" < S(36D . 5/DL+LL DEFL-999 5/�EPTH- 1.3