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HomeMy WebLinkAbout1325.98 Truss Plans 05104/98 MON 09: �6 FAS 1'319i3R3440 U�VIUtiu� i`,i, - -- z ' " �� � :.:. ,�; � ¢Up,N TYPE SPAIS I�1-H1 OVERHI.NGS �JOB M�R ' 2 4 2 120400 10 1144 1304 R1•I,ND �pfi�1gST" A LCR221 a:au CG B-OS-10 3 ' DG 9-OS-'0 _ HO 'l-15 HO �•_' i 12 10��4�� 2x4�i I e e 5-09-10 � 1 m I �� 2 5x6= z Sx6= A .':.�'. / C , _ ��� 0 Bx1011 1'^I 1_74 I ^^ 6-C2-00 i 6-02-00 � =- 4 I BC 14-04-DG � I �.12-04-CO � ❑niSCar -- Versior. J9.�.3 P[:AT.ES ARE FOR EACH PiY NOTES: R(1N DATE: 2-19-9° � 1. TRUSSES HANJSACI'UR'_'D BY - PLAT'NG CONFOR45 ?p i?i �AVIDSON IND�ST_AIES .......�.- (G305S AREA M£THOD1 2. ANALYSLS COVFCR45 '°O +•3•PiY 'LFVSS • VERIFY PYA:'8 VALL'SS H=T.9 OeC IANS?/TP? '_-.9951 . ���............ TE°_-LOK CORPORA=ION 3 . Win^J :OADS - ::°_G,19BB EC!?t: GRI? 9ASE0 ON SYP LIIMBEd TAU55 T_S C�SIG\20 AS A CS' SiZC LUNBER FB PLATES - 20 GADGE T_L_Zp MAT_N WLN�-rCftC°_ R�5 SYSTEM i0P 0:09 2% 4 57-N2 S00 GRIP2:NG 561-393 PSI 7cp pprM1 Wih� SP°_G^v - B0� N,p9 B'CH 0.9E 2X 6 SP2250M5 225C INCLUDES 15.0} INCRiAS� MEAN ROOF &ET_GET - 25' W85 0.4i 2X 4 SP-k2 1500 TET75IOF 103C- 924 P:.I FER PA-R EXPOSLRS Ch?°_GOAY - .. WDGOA 2X 4 SP-#2 SriEAd 9�0- 4B9 PL: PEft PFSR q pREVEh'�i-�TRUSSTROOAT:OIJ A: WCGmC 2% 4 SP-R2 JT TyPE pyA°E $I2E % - A:.i HEARiNG �JCATZ055. LI+TERAL ?+U==btG: A 2002 5.00 X 6.00 2.5 �VS 5. FASTEN iFU55 ?0 BRG A TOP CNORD - GONTZNUOOS H 30C1k 4.00 % 9.00 1.8 C_R F03iD04 i_°S OF VPL?FT. BiM ^.NOAD - CONTINDOUS C 2002 5.00 x 6.00 2.6� 2.6 WH_LE ?ERN:TT�VG NO UPKAR� TRUSS SPACING - �4.0 IN. , J- D 1070R 8.00 X10.00 CTR CT_R M04EMENT OF WAiL OA 9RG. E !OOI 2.OG :: 4.00 CTR CTR 6. PASTEN TRUSS TO BRG C LOAD CA55 N1 F 1001 2.00 X 4.00 CT.R C?.t FOA!GB4 L'n5 OF UPL?Fi. WFi:iE PEAMITT:NG NO� UPWARD LUHBER STRESS INCREASE: 15.0k MOVEMEN'L O? WALL OR BAG. LOADSNG L:VE D'eAD �PLF) A - PLATE IS FlOTATED 2Y 90 DEG SOP� CHD 40-0 26.0 �. GIRC°_R� COhiDITT_ON: CONM04 GSR�°P. TYHH. 9TM CHD 320.a 3a0.0 20TAL 360.a 360.0 1?0.0 ?IE-iN TR:IS5�5 ON 2TM CHD HISH SPAh CF 34.000 °_C. SUPPORT CRITE4IA. 8. USE PROPERLY RATSD HANGE'd J2 T?PE N0�2Z VER: W:D7H FOR LOADS FRI.MING S:iTO L05 ::95 3N-S% � G'_ROEA 73L'S5- A pIti 0 4649 3- d � COMFLETc :Ru55'c5 R_QU'_R£G. C HOR2' RLR 0 44+^ 3- d ' c.v_ , cAST£N TRL'S5=5 T-'�G_"..°4 �/ J t� lOC NA:LS AS EaC'.'. LAYER IS � LEST k?GHY Q�l,. rle�n . HEEL ?:N - 65% J;N �- e5X S APFL!=`J,SCFGG_0.6� a� �'OLLOKS . yTc � M�MBE?. ROWS SFaC�?NG:?tiI O\S GA`�� T'JP CaL 1 '_1.0 � MEMfiSR FOflCES ;LBS; - E+CH PLY ? 7�� N�• C , g1.ry �j� 2 8.0 ?OP CHORD$ � t srJ3t��9 � { WFSS 1 12.0 A-E � -806 C �-g � 1]34 G PC�S Ci.L'STE35 OS NA`_LS =- B-F - -"134� C F-C - 1806 C � � STAT'EGF /� 9C°,'[OM CgCRDS x '�� b. (% � SriOWN. \ �� J A-D . t389 S D-C � 1389 : �y�'�`��.-'�fi`Ji WEBS o_ r;'r: a g_p . �3 C D-O - 2=25 T �('y(('.y�F_�r.lY'`"+ p-r' � �3 - MAY' C 1 1938 OL+L� 9E?L � 0.12" 1� J'� Li DEF;. = 0.�6' < 93G-SPAN/360 SPA.v/OfFL (DL*LL) - 999 05/04/98 MON 09:55 F:1S 13177353490 U:��_ill�u:� �'��� "` � QI7pN 'TYYE SPAN Pl-Hl OVERHANGS I SOB -„- , , v �M�'+� 3 MONO 180300 6 1104 0 RyT,� qp�g�gST" A LCR221 OG 2u-06-12 HO 9-OS-11 RO 4-03 2X91! 1: 3 6� riu Sz6G I I F i 9-OS•1? 2x4�� �i �l I E � 21 Z/ 3 I / I 3xt= �I� � z � - ai v -�- o 4x9= C 4x6= CI ^ I I 18-03-00 8`I � 1n-03-00 ; ,ta , 18-03-00 UciSCa= -- Ve_sicc 39."1-- PLA�=NG CONFCRMi TO TP'_ NCTES: RUN DATE: 2-�0-98 (GROSS AREA METHOD) _. TRVSSES MANUFACTJR=7 SY - VERIFY PLAtE VALIIES 61ITH DAJID506 '.NDUS°RIES CSI SIZE LVMBEA 1.'_SFB TE=-LOK CORPORAT`.ON 2. ANALYS?5 CO!dFCR45 TO YOP D.43 2X 4 S?-d2 :720 G0.i? BASED ON SYY LUMH°_R V8C (.�NSI/YPI .-!9951 . BS'M 0.59 2X 4 SP-#2 '-77.0 PT..ATES - 1a GaUGE TL-20 3. WIND LOA.^.5 - U2G,i988 °_D:'°`� W85 C.SJ 2% 4� SP-N2 '_720 G�I?PING 561-39> PSi P_°R PAIA TRIIS� 1� CESIGF_D AS A r� r bg STR°SS OSSD. INCLL'DES 15.Oi INCAEASE MAIN WIND-FOnCB RBS SYSTEM c s T°NSION 103��- 924 2LI PEd PAIR W'_ND S?E£D - 9C MPH \ f,ASEAAb BRACING: SH:AR 9�0- 49B FLI ?Ek ?A_R MEA� RCOF 9E:GY.T ' 2l- SOP CHORD - CONT:NOOI15 EXPOSURE CATEGORY - � BTM CHOR➢ - CONTIN70O5 �- 7T TYPE PLATE SI25 X Y OCCJPANGY CASEGORY � ONE BRACE - F-C �-0 A 2001 3.00 X 6.00 5-1 3.1 4. UnBALAN:=D LOA➢S CNEC�ED � SROSS SPACING - 19.0 It�. H 0200 2.00 % a.00 CSF C?d (UNBLN �D eAG = '--00, 0.�01 . C 4010 4.00 X 6.�0 Cmg GT_d 5. ANLHOR. 2'RVSS FCR A ^O'1'HI. LOAD CASE #1 � � � D 1010 4.00 % a.00. CTR CTA HORIZONTA?. LOAD OF 56: LBS. LUHBER ST^nESS INCR°ASE: !S.Ok� E 1�0'_ 2.00 % 4.00 CTR CYR 6. FAS7EN THVSS t0 BRG A LOAOING liIVE DEA'J (PSF) F 1110 5.00 X 6.00 C?A 3.0 FOR 159 LBS OF V?L?9:, WNIL: P=+2MIt??NG NO UPUARO TOP CRD 30.� 10.0 HOVEMEN' OP wALL OR BRG. 9TM CHD 0.0 la.o - 7. FAS?EN "RUSS TO BRG C 'I'OTAL 20.0 20.0 40.0 FOA 2]e LBS OF UPLIFS, SVPPORS CR:°O-RIA Wg.LE P3RMT_T'!"-NG NO [1PUARD S? REACY MiD2H J: REACT WIOTH MOV=ME&' O? WALL OR BRG. LHS I9-SX LHS IF-SX ' ' � '129 3- 8 C "129 3- B FABRICA:'OR NOT'-'S= LEF" ��G4' �C1.ALL CON2'=NUOOS LA?E4AL - ' - �� BRACES M'ST ?E 3ESTRA'_N2D HEEL OZN - 45% TO PRcVr�r ?,p.E�AL MOVC-!.T OF :H_ �<...E IF ALb BRAC?G MEMBER �ORGES (L65) MEMBEAS ?UCZLS IN ".'4E S.lMc TC? CHO�DS Clft��:'-�N. SE: FI0-91 A E , _ �<a C F-g . 1212. 0 E'F - r�. H e%ng S[IMMA4Y SA=�"-' FRAM: 4 90TTOM CNOR�S 0Q' � l0(tANCE sFe.E:) OR BU L'O?:1G A-O � d95 T J-C ' i55 i� � y ��s7Eq� Ol, DES:GNSP. REC�-P�MEF=S. WE55 � 7(a N�• E-D - 34C C 7-F • 48G T ?. � 60(j��Q�9 F-C • 648 .� C-8 - 18J C Fy 5'(A7£� L DL+LL DEFL . '�.26' IN c-6 � 7l(�j��'� �� LL DEFL � 0.02' < 9RG'-SPAN/J60 ���.�^-�y /•'` � SPAN/DEF� (DL.:.L? = 841 �4. `�•:li:1h!:\4.C`:: � � � MAY 0 1 1998 � s%�� O5/04/9S M0,\ 09: 55 PAl 1317i3SS44U U.1� lU�U� 1�u -�-�^ ��; �_-,-�,� - _Y�-�-. I giJAN TYPE SPAN P1-Hl OVERSANGSIJOB �MAAR 2 4.2 180608 6 11�4 1104 R1•LND °pgNHUgST" A LCR221 qx4= OG 10-06-a5 B OG 10-06-OS NO 4=03 HO 4-03 I 1. 6�x4� �2x4: 6 P 4-11-13 T 1 � 1 3x4= z 1z4= A � 1 /\ D �� 3x1a= TCIo � � � �I � � 9'-03-04 � 9-JJ-�4 � BC 18-06-OB I 18-06-OB UniStar -- �ersioa 39 J.3 t PLAIING CONFOR45 TO SPZ NOT�S: RL'N DAT£: 2-19-98 (GROSS AAHA ME7HOD) 1. TAVSSES MANUFACTVAED BY - VERIFY P`.ATE VALUES WiTH D.IVIDSON INDVS^RIES CS! SIZE L[M&£Z 1.:SFB SE°_-LOK COAPORASION 2. A.vALY535.CONFORMS TO SOP 0..7.4 7X 4 SP-N2 1770 GRI? BASED Cti SYP LUNBEA V9C IANS'/TPI '_-=9951 . 3. W'ND LOADS - L'EC.,1988 H�S:N H'1'M 0.6G 7X 4 SP-k� 1]70 PLA'SS - 2C GAOG£ TL-20 -RUSS :S DCS_GNED AS A GHS 0.13 2X 6 SP-#2 1'130 GRI7PINC 561-393 PSI DER PA_TA ��N p1IND-FORCE RES SYSTEM RCPE'TISZVE MEMBER S2R-55 VSc�. INCLUDES 15.Ok INCREASE TENSION 1030- 924 PLI PEA PAIR ❑IND S?EED - 80 MPH LAtERAL BRACING: SH°_AR 9'1Q- <9B �LT PER PAIR M6AN ROOF HEIGHT - 25' E%POSJR= CASEGORY - C TOP CHOAO - CO:�'TLND0�5 OCCUPI�CY CATEGORY - 1 BTM CHORD - CON::NUOVS J^ ^.YPc oi,pqe SI2E % Y tR055 SPACING - 24_0 TN a 20C1 3.00 X 4.00 5.2 ].1 a- UNBA?.AN�ED LOADS [HECMED H 30C1 5.00 % 4.�0 CTR C?R (UI�'BL9 L� FAC = 1.00, 0.001 - LOAD CASE #1 C 2001 3_00 X 6.00 5.2 3.1 =. FAST^cN T3US5 TO 8RG A 0 SO"10 3.00 X10.00 CSA CTR FOR t'15 L85 OF VPLIFT. , LUMHEB STAESS iNCREAS°_� 15.ak yrq_r,g p?�MI':TING NO ❑?•AA70 LOADING LIVE DEIv^ (PSF) E '_091 2.40 X 4.�0 [TR CTR TOP�� CH➢ 20.0 _0.0 F 1001 2.00 X 4.OG CTA CTR MOVSHES'. OF WALL OR HRG. 6. FASTEN TRUSS TO BRG C H'LM CXD 0.0 !0.0 FOR 195 L95 OF U°LIFT. S07AL 20-0 2C.0 40.0 Wyr.yg pc�=rTING NO L'PWARD 5[1PPORT CAITERIA MOV�MENT OS wALt OR BRG. ,7T �REACT WLOTH .JT REACT WIDTH LBS IN-SX LBS IN-SX A �91 3- 8 G 7<= 3- 8 LEF'I R:GHSl' �.. HEfL OIN - 4SX OIN - 45X MEMBER FORCES (LBS) TOP CNOADS A-E � .12"/ C E-H + 930 C g-c _ 830 C F-C - 112] C BOTTOM. CNORDS A•D � 1008 $ 0-C - 30�8 i WEBS g_p . 304 C D-B - 9'16 S D-e - �oa c c,� l.. Heips ut�t:. osp;. .. o,-�^ In D-c e. 5 �STE �i LL DEFL = C.a3" < BRG-SPAN/360 $ O •'(`0 �� �7 SPAN/CEFL (�LiLLI ° 999 = ���C NQ• z � 60910419 S1ATE OF� °=,�'S}-, '�'DiF1�5` `ye,�s �V SA;�:AL.� �� ` A�AY 0 1 1998 OS/04/98 MU:\ 09: 55 FdS 13L7�3b3aau ua� two!� i:�u -'°, °, �-�.�� � I ylvesiv iarc� �reu� rl-n�. �vatcGlLtVtiS �Uri 1 4.?. 200000 8 1104 1104 I R.lL� np •�JgLjgST" A LCR221 axa= oc �z-o�-io a cc -�-03-=0 - HO 6-00 HO e-UC � 12 B 3X4�� :X4i 8 F .� 1 TC 7-02-00 4x�= 2 4 x4= A C 1 � D 3x10= ° I ti+ I :C I ,• � �^.0-00-OC LO-07-00 ' B� I __ 20-00-00 I Izr-oa-oo ' D�iSCai - Veisior. 39_�-'_ PLA-ING COV?ORMS TO TPS NOTES: &fIN DATE: 2-19-98 (GRC55 An°A METHOCI 1. TRL'S3E3 "�AN'JFACT�FE'� o- - VER'_?Y 2LAT°_ VALVES WI°.Y DAVSDSON INDUSiRI°_S CSI S?ZE LVM6ER 1.1�SFB Tcc-?.OR CO�POAATION �� �'A�YSIS CONr'ORMS TO TOP 0.]9 ]X. 4 SP-N2 '_"J]o GRIP 0A52^ ON SYP LOMHER U0C (�f15T_/^_'?f 1-T995) . B'LM 0.6J 2% 4 SP-#3 !"13� PLA'TES, - 20 GAQGE TL-20 3. W?VD LOADS - ❑9C,19B8 S�I:N YHS 0.16 �X 4 57-#2 L'120 GRZ�P?T_NG Se1-393 ❑SI ?£R 2ASR TRUSS -5 9ES_GNED AS A WDGmA 2X 6 SP-Ii2 IHCLUDES 15.OY INCAEASS MA:N N`IND-e'ORCE RES SYS'PEH WDG�3C 2% 4 $P-+2 'iEFSIOr 1C30- 929 PLI PER ?A_T2 WIN� SPE'cD - BO MP4 REPETITIV£ M'eMHER SSR£55 USHD. SH2aR 9'10- 499 PLI FER °?�-*4 eXPOSQCOFCAT6GORY -2� LATEAAL HRAC?NG: JT'?Y7E eLATE 5:2E X Y OCCU�ANCY CA":EGORY - : TOP CHOR� - COR-IN[%OUS A 2002 4.-0C X 4.00 :.4 _.6 9. [INHALANCED LOADS CH£C!C°D BYM CHOR� - COr'+'=�OL`S H 3001 4.00 X 4.00 CTR CTR (UNHLN �7. �AC = '-.00, O.001 . TRO55 SPAGING - 24.0 !V. C 2002 4.OG X. i.00 1.< '-.E 5. FAe^nN TRUSS TO BkG A D 10']C 3.00 X10.00 C:2 CTR FOR iB3 �aa OF VP�LeT, LOAD CASE #1 E 1001 2.00 % 6.00 CTd CSR �1HT_LE PERMIT'LING NO UPWARD c F 3001 2.00 X 4.00 [iR CSR MOV2HENT OF WALL OR HRG. LUMBEA STRESS INCAEdS�: 15.Oi 6. FAS°EN TdOSS TO 0RG C LOADING LIVE D�d� (FSF) FOR 187 LHS 0? UPLT_FT, 20P CHD 20.0 1C.0 WH?�E P53MI°_T_ING NO UPWARD 9YM CHD 0.0 1C.o _ MOVBME",T 07 P1ALL OA BRG. TOTAL z0.0 2C.0 S0.'0� ' SUPPORT CAiTERIA ST REACT wIDTH ..'=' RTnCT WI➢TA L85 IN-SX LBS IN-SX A B00 3- 8 C BOC 3- B �EF" AIGFS= NEEL 1IN - 135X lIN - 135X MEMBER FORCES (LBS) TDP CY.OR�S A-E - 990 G E-B = '1�� � B-F = '/22 C F-C = 99C C BOTTOM _7:0'�5� Q�L, HB�n A-D - 824 m D-C - 0Y4 " @ waes h 0iS7f9 0� E-D - 2"i� C �-B ' s�� T p-E � ]70 C = O�Q H�. � 9 ; i 6C9164i9 �L+LL DHFL - 0.2_' -N. }C k , STA�Or LL D°_FL = 0.03" � 37G-i2AS/36� Q q SPAN/DEFL IOLsLLI = 9>5 0 � �I�P k�' t'i. �. r;.: "y S ..;ki.`��- .� ,�'//� �X �R"'� � )[�� ' / � 1 �9 .. �U� TYPE:, SY� F�YS�Ali3S30VERHANGS JOBuSUn 1:\� �--. i�i�.i�i� ��� , I3 4 .3 200000 8 1104 I104IRyL�j wpg�JgST" A LCR221 I Sx6 11 DG '2-03-10 9 DG 3�2-aJ-,O flC 6-00 NO '-00 13 B�X9.\\ 2x/// p G C 7-01-00 T� 1 I 2 2 4 3x79% ]xlo� I A C - L e `- o � sxlz II sx12�� `o , � ° , TC � ^ I 10-00-00 10-00-OC � 9C �' I "' 20�00-0� I I � rt 2o-oo-Oa OniStar -- Ve:sio^ 39 J..3 PLA:ING CON503MS TO TP? NCiES: RQN DA'=: 2--9-SS (GROSS A3EA M°_THOD� 1. 7RU°SES MA:1[1FACTV2°D BY - VEAIFY �LATE VALUES w";}3 ➢Av?�SON :NDUS"f4S�S ..� . .....• 4EE-LOR COAPORATION 2. INALYS?S CONFORMS SO •1]-PL? SRUSS • GRIP BAScD OF SYp L'JMHEA UHC (ANS'/TP= '_-199i1 . ............... PliATES - 2C GA7GE TL-20 3. WIN� LOADS - CBC, 19B0 ?^_:TN GRI2PING 56'_-iAJ PS; pcy p,q*4 ?RJ55 IS D=SIGN�D AS a CSI SIZE LUMBER 1.15eB INCLU➢ES 15�.0} INCRHASE N.AIN WIND-FORC_ 7f5 SYS::N ypp p,2g 2X 4 SP-k2 1�2C TENSZON 30?�- 924 ?LI PER� PA_'R �'1T_ND SPSED - 80 MPH BTM 0.55 2X 8 SP2750M5 2580 SHEAA 970- 598 ?LS PEA ?A:R M£�A ROOF i°_:GNT - 25' WBS 0.<2 2X 4 SP-S2 1920 EX?OSSIR° CA:EGORY • C REPE2::IVE MEMHEA S=RCSS USc7. J� '�'YP? �LAS= S:ZE X Y OC_^UPANCY C:+TEGOR°. - _ A 2013 3.00 %10.00 8.5 2.5 4. PREVEFT TR755 ROTA:SOY pT. LAIEAAL B::ACING: B 3010R 5.00 R 6.00 2.5 CTR ASL 9EARING LO::.T?ONS. TOP CHOR➢ - COriTINU0U5 C 2013 3 .00 X10.00 8.4� 2.5 5. FASYEF '.'�[ISS TO BRG A BTM CHORD - CON^i9U0U5 D lO1Ci 5.00 X'_2.00 CTk CTR FOR?09'_ L25 OF ❑PLIF" 2AQ55 SPACING - 24.0 IN. E 10'_Od 5.00 X12.00 CTR CT2. �1'dILE PERMI??ING NO UPWAAD F 3001 2.00 X 4.00 CTR CPR MoVfMby? Oc^ wkLL oR BRG. LOAD CASE #1 G '1001 2.00 X 4.OD CT_R CTa 6. FASTEN "_'RU55 TO B�G C LUMBER STRESS ZNCHEASE: 15.Ok FOR209'_ LBS OF UPL=ET. LOAOING 'LIV� DEAO (PLF1 R � PLATE IS ROTAYED BY 90 OE� WHILE PHRMITTING NO ❑PWARD MOVEMENm OF WALL OR BRG'. SOP CAD 40-0 20.0 . . 8'LM CHD 392.5 912.5 7. GIRDER CONDISION: TOTA:� ;72.5 472.5 965.'� CO!TtOV GIa➢E6 TYP?. 'TIE-IN TRU5555 ON BTM CH➢ SUPPORT ^•RIT=RZA ' gT qy?� HORZ� V?7RT WI➢TH NIiR 52AN QE 41.250 f[. L85 liH5 IH-5X e. USE ?ROPERLY RATED HANG=RS FOR LOAOS FRANING SNTO a pIN 0 9649 3- 8 GIR9ER "AL'S5. � FOA2 RL0. C 0650 3- B , 1PLETc 7RU5 -'-R°-D' LE:'1' RIGHT FAS^.'E� TRUSSCS TOGfT4ER w/ pEEL 1dN � 135X 1ZN - 13SX 16d NASLS AS EACH LAYER IS � APPLIED.STaGGERED AS °OL!,OWS MCM9ER ROWS SPACING(IN1 MEf1BER Fi3G°5 (L357 - °-AC?? PLY TOP CHD ' 12 .0 � TO? C90RD5' � � 9^*1 CH� i 0.5 A-F . i435 C F-B = 379< C �c55 _ 12.0 9-G + i394 � G-� � 34]5 C H e'� PLllS CLVST?35 �F NA?LS LF 80"'OM C60RDS � h�� � - A-E = iBSd ' E-D = 1969 T �y��6`gTE,9,e4j� . s::owc+. n-c - aese w�ss � �`q NOn•A �` � . c_c .. B`- C E-B = 1026 ? fi � 69(j1v'��8 e-❑ _ <o2e - o-c _ es c � � gTASE O� DL-G C°F_ = 9.:5" :N e-� �" � qUDIP�r �' 'L pESL = C-Jb" < 2RG-SPAN/360 � �<`F.-„_ '�� SPAN/Dc?• (JL-L�) = 999 �Q^. `�r(_,k?CL`-^� i i /���r PLA".'£S Ay- pCA �:�CF ?LY C ' � MAY 0 I 1998 , Oi/04/9R MOti 09:i4 �AS l:ili7:iR344U --_ IR�Yii�����nPu :..'.. ". '.., .., ��;,��' � IQIIALJ TYPE SPAN P1-H1 OVERSANGSIJOB �•` I 2 4 3 250012 6 0 1104 �TJgST" A LCR221 . 4x6? pG 14-0'_-03 CG 14-01-14 8 NO 4-J3 Fi0 3-13 I 12 S c� FA� :��� �.�� bMTE 'i l e c z i 6-0'1-00 1 1 2 4X4i Z 6X4- A C 91L E� S1 D B1� G 4x4= 3x4= 4x4= loi y��` 22-06-06 i 12-CS-10 BCi 25-00-00 i I 25-00-00 - Ve.eion J9.�.7=x+ PLASING CONFORXS TO SPI NOZES: OniSCaz - 1. TR75S55 M.i11'FAC7URE7 9Y - R[7N DATE: 2-19-98 (GROSS AREA METHO�) V£6IFY PLA?E VALOES GI2H DAVIDS4N iNDJS?RIES CSI SIZ� LUMB�fl 1.15P0 TEE-LOK CORPORASION Z- ANALYSIS CONFORMS TO GkIP BASEO ON SYP LOMBER V9C fANSI/???� 1-_-995) . TOP 0.45 2X 4 Si-P� =�Z� 3 . W?ND LOACS - VE�, 19fi8 EDIT:1 6SM 0.61 2X 4 5?-PZ '-�ZO PLA'YES - 20 CAQGE TL-20 TRCSS ;5 �=S.GNED AS A W9S 0.12 2X a 52-kZ 1920 GRI?PIl3G 56!-393 PSI PEA 4AIa2 MAIN '�`?ND-FORCE RES SYST54 REPETITSVE MEMHcR S?R:55 USE7. SNCLi1DE5 15.OY INC0.EA5°_ TENSION 1030- 924 PL? PER PA_`R WIRC SPE'cD - 00 MPH LATERAL BRACING: SHEAR 9�0- <98 PLI PE3 PAIA MEAN ROO= HHIGHT - ��' E%?CSORE ^_.lT£GORY - C TOP CHOkO - CO!�'?NL'OL'S � p��p°ayGY CATE60�=' - = BTM CHORD - CON=:taCO'.� J� TYPE PLA2E S:Z° % - 'LAUSS SPACING -. 24.0 ?N_ A 2005 9.00 % 4.00 5.0 3.i 4. VNBA.A1dC�D i0A�5 C9ECKED 0 3010 4.D0 X 6.00 CTR CTA IUNHLV LD FFC = 1.40. 0.001 . LOAD CASE p1 C 200'_ 4.00 X 4_00 5.0 3.5 5. FASTEN TRUSS '�'0 BRG A FOR ]C� L25 OF UPLIFT_., LVMBEA 5'-RE55 ItiCAcp3c; 15.OY D 1030 4.0� X 4.0o C°.R C'�� WNLE PERMIT_TING NO ❑PWARC LDADING LIVE '�EA] (25F7 E 1010 4.00 % 6.00 CTR CT.R TOY [HD 20.0 10.0 F 1001 2.00 X 4.00 C'? ^.T� MOVEM°N? OF WAbL OR BRG. BTM CH� 0.0 !0.0 G 100i 2.00 X 5.00 Cmg C"'a 6. FA52°N '1'RUSS TO HRG C S1 1100 3.DC X 4.00 C7A 0.�2 FOR 22B LPc pc t�pLIF"t. TOTA1. 20�.0 20.� 40.0 . WHiLS PBRN.iT.TING NO U26A_4D SUPPORT CRITER?A MOVEMENT Oc WALL OR BRG. JS RCACT '41IDTH J? REACT W?DTd LBS IN-S% LBS IN-SX FTHR:CA'LOR NOT°_5: A 999 3- 6 C 999 3- e �L.THIS YRUSS :5 NCY 5�'MltETRLCA:. ANG Mti5^.' NOT LEFT R1G1iT+ ^ �r. � . BE INST7u..ED AEVERSED. GIRn 3IN - 135% NEEL '�IN - 45R MEMBER FORCES (L6S) . TOP CHOADS p_p � 1695 C F-B = 1409 C H-G � 1<09 C G-C � 1604 C. HOTTOM CHOR.J'S A-E � l4]5 T E-5'_ - 9'13 i 51-D � 977 T D-C -� 14?3 T we>s 1.. Hei F-E = 33B C �-B - SJ9 T Q� �$ �B-D - 535 T D-G = 336 C � y a�STEq ��, DL.LL DE�L - 0.20" _U F-6 �? ��� N�• �4 ' LL DEFL - 0.06" < B?.�-SPAti/760 � � gpg1Q418 SPAN/D°�L (OL._:.1 = 999 � ST'���� � 9 °� • ,� .'�1DiP�' `(�' �°' ``��:�`ht�� -.,... `���t..;cm ..,:r.<4 �i �AAY 0 t 19� �O5/04/98 MO!� 09:53 F:1S 131-i383440 U:U'IUSI)`i 1AI� - -' �<` �..��u '�1UO QIIA2i TYPE SPAN Pl-Hl OVERFiANGS JOB �R 1 6 .3 340000 6 1104 1104 R.t� np�g A LCR221 2 Sx6= DG 19-02-Q� B. �. 19-02-00 i HO 4-03 HO 9-03 � � � - 1?Sx6% 71 - ... 1V Sx6��j6 6I � 0 H � 4 � 2x4� � 'B 2x�% 8-10-03 ���F' � W1. _ I T1 1 5 � pn 1L � G3 Ox6= i 1x6= S � A 4 G 2 - B1L S1 0 B1R .^ � E 3x6= Sxlo= Sx10= o � qC� 17 00 60 17-00-00 li^I 9C� I34-00-06 -I I T 34-00-00 ❑ni5[ar -- Ve:eicr. 39.�.] pLA'SNG CON708�15 TO T?i µ�TES� AVN DA�e' 2-19-32 � � fGR055 AREA METHOD) 1. 1'RVSSES MANOFAC'.VREO HY - VERIPY PLATE VALU°S W'TH DAVIDSOV I9DUSTRIES TEE-LOR COAPORAT.ION 2. F�"IALYSIS CC]FORYS TO CSI SIZE LIIMB_R _.15F0 VHC (1�2.'SI/TYi 1-=9951 . TOP C.S2 2X 4 5?-N� l�Z� GRIP BASED ON SYP LVM9ER 8TM 0.83 �% 9 5?-a'' 2'30 PliA'!'SS - 2] GAUGE TL-20 3. UiND LOA�S - ❑5C.198E 'c�".5 D TRUSS IS 7E5?GI2°_D AS A WHS 0.4A 2X 4 S?-k2 1720 G3IP4SNG 56i-397 PSI PER AiR &EP6T:TIVP MEMB�& STRcgg pcgp. ZNCLUDES 15.04 INCRcpgs MAIN �'IND-SOkC� RES SYST�M TENSION 1030-� 925 PL: P�R Pk?R WIND 5'r�°D - 80 MP4 LATERAL BRACING: SH&\R 970- 499 PGI PER PAIk MEAN ROOF 3ESGH? - z5' EXPOSL`R° GT.SGOAY - C TOP CHORD - CO�:_NQCOS OCC7P?.f'CY CATEGCR° - 1 H?M CHORD - CONC_NUC7S JT ��Pe ?�ATE SI2E K Y 2RU55 SPACING - 2G.� T-�• A 2001 4.00 X fi.00 6_0 3.5 < . UNeALAIdCED LOA175 CHECKED $ 3010 S.CO % 6.00 CTP. 2.4 (VNHLN L� FAC = 1..00, C.00) . LOA11 CASE A1 C 2001 Y.00 X 6.00 6.0 3.5 5. FASTSN Tau55 TC BAG A D 1000 5.00 %10.00 CTR CTR FOR :a3 L35 CF UPLIF'". LQMBER STR25S �INCREAS:: 15.ak WY.IL°_ PnRM-TTIhG NC IIPWARL LOADING �:VE D6A� (PSF) E 10"10 S.CC X'-O.OU CTR' CTR TOP CND 20.0 10.0 F 1001 2.00 X a.00 CTR CIR MOV£MENT OF WAL:. OR BRG. B1'M CND �.4 10.0 � G 1102 5-OC X 6.00 CSR 3.0 6. FA52EK °RC55 TO 9RG C H 1'_02 S.DO X 6.00 CTR 3.�0 £OR �D03 L35 OF UPLIFT. tOTAL 2C.0 20.0 10.0 WHILE P=RN.=TTING NO U2WARJ SVPPORT CRTSERIA I 3001 2.0� X 9.00 CTk CTR ppVEMENl' oF wALL OR HRG. JT TYPE HORE VEAT WIDTH Sl 110� 3.00 X 6.00 C"LR 0_2 LBS LBS IN-S% FABAICATCR NOTES: p pT_N 0 '_360 3- .6 1�pLL FI=.LeR AND BLOCKING C HOR2 ALR 0 -360 7- B FIEMBERS N07 A PART_ OF ' - . $TRUCTU�L ANALYSTS TC HE LEsy RIG6'P pypmc➢ wI'.'r: !.5" x <" HEEL C:N - 9SX OIN - 4SX p���g ,v,iv_MOM- HEMHEft FORCES ('�5) SOP C.`nOR03 A-F - 23fl0 C F-G - 2pL? C G-B - 20:2 C 0-ti - 2012 C q_I � 2012 C I-C = 2380 C 9CTSOM :.HORDS A-E - 2129 T E-S! - 1325 T g."p � '325 T D-C = 2125 S WF35 u F-e = 3]6 T 5-G = 330 C . L, rle` E-H - 67i . B-D = 6T S Q� 'B p_H . i3C C �-? ^ 3�6 C c0 O�.STE9 �0� oc.cc DEF:. - 0.52" I;1 a-e a "�'Q.� NO. �O � @ LL D£FL - C.lt"� � e�G�-SPAN/360 a 60910419 sex.vloee: roti.-� - �ea STA"��� ��9C �7�P �� �:o• ca�-^ '�a� 'Oh:I.L . �_ r°� ��/ UAY 0 1 1998 Oi/04/9A MON 09:i3 FA1 1317i3A1440 DAl'IUiU\ f\D --• H1�I.ASU �1��i g,7p1�7 TYPE SPAN Pl-Hl OVfiRSANGS JOB MARR 11 6 .3 340000 6 1104 1104 R1•I,23D �pgldgffRST" A LCR22I Sx6= �DG 15-02-00 DG 19-0?-00 B .2 HO 4-03 HO 4-03 1?Sx6% Tl TiL' Sx6��6 i 6I G x I 2x4C y 2x44 e-'_0-03 F I I 21 2 z 1L 3 4x6= 4x6= 3 C A eit eia G � E si o 7x6= Sx10= Sx10= I� 1]-00-00 IoI y��,. 1'1-00-00 Bcl 3a-aa-ao I 34-04-00 pLA7ING CONfORMS TO TP! NOS°_S: UniSter ^ Version 39.�.3�} 1. TAQSSES N.F..�.:EACTCA£D 3Y - g{JN DASE: 1-19-98 (GRO55 AAEA METHOD) VEAI?Y ?LA'-'E VALUES u;TN DAVIDSON INOUSSRIcS TE£oL0& CORPORA°ION 2- ANALYSiS CONFOftMS TO CSS SIZE :.DHBER _.15FH � TOP 0.92 2X 4 SP-R2 1'120 GRIP BAS_D ON SY? LJMBEfl UBC (ANSI/?2! -19951 . � PLATHS - 20 GAUG� iL-20 3. WT_RD i0AD5 - UBC.1968 EDI?F 9?M O.BI 2X 4 SP-k_ Z1i0 2RL'S5 IS D=52GhED AS ?. WHS O.aa 2X a i7-#2 !910 GRI2PING 561-393 PS: PER 2AiR H�:h prtiD-FORCE RES SYSTEY AEPETITIV6 HEMBEi ST2E55 OSEC. INCLIIDES IS.Ot INCREASE pINO SPE= - 80 MPH 2ENSION 1030- 924 PL: PER PA:R SHEAR 970- 498 PLS PcR PA`_R MEAS 0.00r per�g? _ z5• LATERAL HRAGLNG: cXPOSJRE CAT9_GOFY - G TOP CHOR'J - COh:INUOL'S p��pp�,y.��y CA1'EGOAY - 1 BTM CHORD - CONTINU��S J= 2YPE P=ATE SIZE X Y q, UYBALAN:_7 LOADS CHECX°D 2RU55 SPAC?NG - z4.0 IN. A 2001 4.00 % 6.00 6.0 3.5 ��8.� �� rAC - 1.00. 0.00; . B 3010 5.00 X 5.00 CT0. Z�4 5. ?AS"'SV �RO55 TO BRG A LOAD CASE tl` C 200'_ 4.00 X 6.00 6.0 7.5 cOR 303 LBS OF UPL!FT_, LOH9fR 52RfS5 T_`J°REASf: 15.0} D 1070 5.00 X10.00 C'.R CTR �yH'LS PERMLTTING NO ❑?WARD LOADING �'_VE D'eAD (25F1 E 10'10 5.00 X10.00 CTR C?R MOVEMSNT OF WALL OR 9kG. TOp CHD 20.0 10.0 F 1001 2.00 % < .00 CSB CT.R 6. FASTEN TRCSS 'T� 9RG C BTM CAD 0.0 10.0 C 11G2 5.00 % 6.00 C'4 7.0 FOR 3CJ LHS OF UPI.°rT. 70TAL 29.0 20.0 60.0 H 1102 5.00 X 6.00 CA 3.0 WH:�E ?�QM_SS?FG NO OPWARD SUPPOR? CR:TERIA I 1001 2�-00 X 4.00 CYR Qk MOVEM:NT OF V1ALL OR BRG. ,7t ?yPE ti0�22 VERi WIDTH 51 1100 3.�0 X 6..00 C7R 0.3 L35 L6S IK-SX p pIh 0 13E� _- B � HORZ 6:.a 0 1360 3- B LEFT R_GHT � HEEL OIN - <5X C-N - 4SX NEMBCR FORC£S (:.9SI TOP CHORDS a-F � 2390 C P'G = 2012 C c-e = zoix c e-x - zoiz c p_: _ 20!2 [ I-C - 230a C 00TTOM CHORDS A-E - �329 : °-51 � 1325 T 51-➢ - _-'2= '- D-C - 2129 T L. H e. W'B$ Q� '�78 p_c � 7'IE C E-G = 3?0 C y ,STE � B7i T 0-� = Bv5 ? O� (`� 9� �V C 8 � i1�9 C D-: � 3;6 C � ��Q N�. � D-H = - 3 �y 60910419 DL.LL 9EF] - C.5?" II: A-°_ � ` g7ATE OF LL 0£FL • 7.11" < B0.G-SPAN/360 .t � SPAN/DEFC lOL-LL; - �2v y � \��� 4• 4, � �cr � 't. �4i�1� : W MAY 0 1 1998 � 0�/09/98 MON 09:52 FAS 131��383440 ll9\'1U50\ 1.1U ���-�-� H1L.��U .gluuo QIIp,PT Typg gpAN pl-Sl OVERFiAt3GS SOB MA.RR 3 SCL2 340000 6 Y104 1104 RyL� up�7R,ST" A LCR221 � I I SxB= CG 19-�2-OC DG '9-02-00 �3xa i B 3x4� HC 4-03 T HO 4-03 L 12 K 6(__6/ xi .Wl u. . 1J Sx6: � bX J 5 W M 8-10-�J 3x4� �15 �W 2X4% D N 9-10-05� I. Wa BxB= 1L I il 4X� F g2 Sx12= 5X�13% F7 F4 '$" 4x4� E � 2 p o 4x4= - Q BF1 ,�a �� � 4x6% �`'� ND�� �YVj o, �I !�I ?� v-oo-oa � ia-oo-oo ac i�-io-co � m iz-oo-oa I 0 c �� 3q-0o-00 DL.LL DEEi - 1.12' AT D NCT�S: URiSCac -� Versioa 39.�.3 1. TRrSSSES M,LV➢FA[TIIBED 2Y R[1H DATc: 2-15-98 .�.> LL DE?L - 0.56• � HRG-SPAN/360 DLaLL HOR2 � 0.8:" AT. C DAVIDSCN _NOJSTRIES SPAN/D6EL (D'-LL) - 3e4 2. ANALYSCS CONFOP.MS TO C5: Si2E L[7M9£R �.15FH � UBC IANS:/Tp� 1-159`_) . � TOP 0.9? 2% 4 5?-F1 2130 PLASING CONFORMS TO TPi ]. W=ND LOAD°_ - U°C.1988 �O:T� gqq p,'I� 2X 6 SP-pl 1900 . YRD55 IS �6SIGNED 35 7+ WBS 0.6': 2% 4 57-#� 1'120 (GRO55 AREA METNOD) W- H NA_`N WINC-FORCE �RHS� �YSTE!? EXCEPTIONS- VERSFY PLA'='E VALUES iEE-LOR GOiPORATION GINO SPHED - 80 MPF I_H 2X 4 SP•,Y3 980 M�AN AOOr HESGY.T - 25' F-N S7+M: AS I-Y. GAIP BASED ON SYP L'.1"iBER EXFOSDR°_ CATEGORY - C R£PE7IT:VE .M£MBER STRESS L'Snp, PLATES - 20 GAUGE ?L-20 GRI?PING i6:-393 PSI PflR PA:$ OCCUPANCY CFTEGORY - 1 INCLVO'e5 15.OF INCH°ASE G. ONc.Ii.T_'�C4� LOADS :tiSC�=C LATERA= HRACING: (QNBtN LD FAC - 1.00. 0.00-0 . TOP CF.CRO - CONT�NL'OJS SENSION 1030- 92n PLI PER PAIR - SHEAP. 9v0- 499 PLZ �PER PAIR 5. HUILDING �-5?GNER IS gTTt CHORD - � RfSPC!:SI5L'c 60R ADEd�'a-O MAX D'_S'i ?OR. 'IAE r'O=LOWING r,p TYpE pLATE SIZE X _ DESIG6 OF TR[15S TO 83G HHM0ER5 �S 28 IS. V p:,AmE CO[7YEC"-'IOh '�H?CP_ A-H H-G F-B 5-C A ri01 5.00 %12.00 1'!.4 4.b pi,LOWS C.0'_ iNCH'c5 OF rypJ( D'.5°. FOR ALL OTHER � B 3401 :.00 % 8.00 .^TR 1.9 gOaZ. MOVEMENT A' JOIST- C MEMB�RS IS 120 IN. C 2101 5.00 X_2.00 1].< <.6 6 FASTSt� :AC�S 2C HRG A TRQSS 52AC_NG - Z<.� IH. -0 fi07! B.DO % 9.00 Civ2 5.2 FOR 3c] L55 oF VPLIF'T, C 1010 4.00 X 4.�0 CTA CTR F 1030 4.00 % 4.00 CTR CTR WH:LE P°RMIT7ING NO VPUAdD .L�Ai] CAS'c ql MOVENENT OF WALL OA 9RG. LIIMBER SSRfSS INCREASE= 15.Oi G 1010 4.00 X a.00 CTR CTR � FASTEN TRU55 I'O BRG C LOADSNG LIVE DE4D (PSF) H 1010 5.00 X 4.00 CSR CTR FOR 303 LBS OF U?LIc" . TOP CAD 20.0 '_0.0 Z 1001 2�.00 Y.. 4.00 CTR� �':R qHILE 2°_RM?T"ING NO :1PM`ARD BTM CHD 0.'� 10.� , . J 1'_10 5.00 % 6.00 CiR 3.0 MOVEM°NT OF WN.L OR B�G. TOTTL �0.0 2C.0 40.0 , R 1010 3.00 X 4.00 CSR CTR - SVPP00.: CR'^6BIA L 1010 3.00 X 4.00� GTR CT4 FAg0.=CAT_OR NG?ES-. N 1110 �.�C X 6.00 CTR ��0 �1.ALL CONTII�^JOUS LATER.�L �7'�' TYPE NORZ VERS wID':N N 1001 2.00 X 4.00 CTR C:R LBS LBS ZN-5% BRACBS M.L`ST BE R°STRA!NED A plp7 0 1:60 4- 0 '('O PReVENT- L.ATEAAL MOVEHEN'I � RORZ .'L'.R 0 1360 4- 0 OF TRE. SRACE IF ALL eRACEC NENBERS BUCICLe IN TH2 SAME I,EFT ATGHT DIR£C°ION. SE£. H3B-91 HEEL OIN' - SS% OIN - 45R SUMMAAY SNEET F0.AME 4 ' (ORAHGE 53�=T1 00. BUILCZNG MEMB�R FORCBS (LBS) DESIGNER 3=0UIREMENTS. SOP CHORGS Y/2.BOTTOM CtiOk�S L1Z'fHOU' SA?'G p.i a 6049 C --J = 5'191 C - '� D?RECtLY +?FLSED ISIICX n5 „_K • :'20 c x-e = 3eso c ��,. H e� IF F-LliE?. AREA51 TO Hn�° g-L - ]550 C �-M - a9?1. C �`lr � nejs fiRACSNG ?cA A�OJikEH°�L'3 M-N � 5%�= � �-� ` 60<9 C� y O�gTF9 °� OF2F?E "LAT'cRAL 9kACIVG_^ BOTTCM CSORCS g O !v F .7 . S°CYCON OF T-Fi'S �RAwi��. A-N - Se'd6 T y-G = 4905 T S ��Q NO' WHSAE DRY>+ALL OA OTHER ,te, - o-e - <i'e� r ' 609i0+119 �.--c: �_p . � - � 54S'G SS 7iR-CTLY AP.' p_g < <SOS T- =-C � 563E x gTA-�_.p� �ve prRMA.`7£NT BP..ACING W£SS a' �,y�Q` CALL27 FO� ON THE HO:'-�M A I-H = 293 [ H-J • 65� T '9tl�(y •vu�!'�- � CHORC NEcD NOT 9°_ APP�i2D. it] C G-K = 48' T � �^n,,, �� 3.ASli c:L�_3 AN� 2LOC%I�G J_G • !�. •�`.,y�,� E". ' .... K_� _ ']95 C �-e - 3029 T '.;�".r:.`- � "g MSNC'c0.5 NO".T A PART OF T.�= o•L - �.scc'. '194 G L�-F SP'1 T �/� /$ TRVC-URA� ANA:.:SIS TO 9E p_N . 5<3 C M-E - 6�5 ? ! ��Q(� PLA2°_D w:"Y. y-S" x 4.• E-N = �93 C i`�� MAY 0 1 ���^' P:.AY°_S M_4IMVM. OS/04/98 MON 09:a2 F.�l 1a17738344U U:\\'IUSU� t\'u -�-� ��i��±`� � Q�p.DT TYPE SPA23 Pl-Hl OVSRHANGS JOB � I ' 4 SCI2 340000 6 1104 1104 Ryi,� ep�7gUR5'^" A LCR221 SxB= � 19-0?-00 DG 19-02-00 3X4i B 3xq�� HO 4-03 NO 4-01 L I 12 R 6�6G Tl 1 Tl� � Sx6: S 5 H 8-10-03 �4� � 5 2s4% O N 4-10-05� I 4 BxB= IL I F 82 Sz12� Sx13% n B1 4zC_.jJ.S 6x4� E � A 4x4% 1Z o {x1= -� �o � T�I� 1'7-00-00 1'1-oa-oo I^I g�I 1"/-00-00 1"l-00-00 II I 34-00-00 DL�LL DEFL . 1.12' A2 � NOTES: OniSCaz -- Versior. J9.�.7 1. iR955°S MANUFACTURfD BY - RUN DATE: 2-'_9-98 LL D:FL = 0.56" c 6AG-SPA4/360 DAV'D50� =�DUSTRT-°-S DL.LL HORZ � 0.81' A: C ' SPAN/D°FL lDL•Lil - �64 2. ANA3.YSES CONFORMS TO CS: 5 3E SOMBER 1.':SF9 " UBC (ANSi/TP- 1-19951 . SOP 0.93 2X 4 5?-01 2130 pLA?ING CONFOAMS TO TPL 3. WIND LOA05 - UHC.1988 EDItN g�(7.� p.]� 2X 6 SP-#1 19�0 TRU55 IS DESIGNED AS A N05 0.61 2X 4 SP-k2 ]920 (GRO55 AREA ME'LHOD7 MA.N W?ND-cORCE A25 SYS°.EM EXCEPTIOKS: VERIFY PLAtE VP.LJ£5 51I=R W.`,� �pc_7 - 80 MPH I-H 2Y. 4 SP-k3 980 :EE-LOK CORPORATION ' GRIP eA5?D OK SYP LUMBEA M'c.4S ROOF H2IGN? - 2�' E-N SAM°- AS I-H EX�OStiRE CATEGORY - C REPEI'I:IV= MEN.9°R STAE55 IISEO. PLAT£5 - 20 GAUG°_ T_L-10 p�-<<p�CY CATEGO4Y - = GRIPP=.4G 561-39] PSI PER PAZR S. WBALANCEC LOADS CHHCN°_D j.ATERAL BRACPG� INCiLIDES 15.OY ?NCR'cA5'e TENSZON '_0?0- 9�4 ?L: P°_� Pn'-R (CN°-LN LD FAC � _.aC, 0.0�7 . SOP CNORD - CONCINU005 5, 6�.�pING DESiGNER i5 HTM CAORD - SHEAR 970- 49fi PLI p='A PA'-q RESPONSiBiE FOR ALIEQUA2E MA% CIS. FOR SA° FOLLOWING J,,, ,,,Ypc p�T°_ SIZ� X `! 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TOTAL 20.0 10.0 40,0 A 1010 7.�0 X 5.00 C7R� CTR SUPP00.i CQI?ERIA � � L 3010 3.00 X c.0o CTR CTR ,7q TYPE HOR2 VfR7 HICSH M 1110 5.00 X 6.00 CtA 3.0 LHS L05 IN-5% N 1001 7.00 % <.00 CiA �TA A pIN 0 1359 4- 0 C HORZ RLR 0 1359 4- 0 L°_FT AZGR: HEEL_ OIN - 45% OI2� - 45X MEMBEA PORCES (LBS) TCP CHORDS A-I - 60c9 � �-s . 5„0 � Q,��,. Hei�B J_K _ avzo C %-B - 7650 c B-L - 3650 c i-M , n�zo c o Q�STEq��� M-A � 57"!1 C N-G � 6049 C 60TTOM CHORCS 7 e NQ• p-H . 5636 T F'.-G - <9C8 :' � 60910419 � �_D. - ais� r o.s • ci6� - STATE OF F-E • <9nF S C-C + 5636 T A- WE85 ^1 "'K�ir"+l`T/ k:�,� L_N . 25] C 4-S - 655 T. CJ\ ,._.�` -]r . � J.G • 54J G G-K . $B'1 ? '�n ��:i:�..?� g_p . 994 C �-B . 3029 T t. �a:w��'.• p_r . ]94 C i-F - 58"1 i ^{ O � �ry�p F-M - 54? C M-r • 65. Z L� M Jou e_ry � 2?1 C OS/04/98 �0\' 09: �1 F:1\ 131iiSS3440 D.�1'IUSU\ 1\ll -�- «��..�+�v ��g'- . QVA1`t TYPE SPAN P1-H1 _ OVERHANGS JOB 6 6 4 410300 6 1104 1104 gy� �p�gST" A LCR221 SX6= DG 23-02-10 . G 33-02-:0 B HC 9-03 NO a-03 I yZ Sx6 i Tl 1V Sx6� 5� N n 2xa�� 1 2x4�i 10-0]-15 G * J , =1 � Z � 3 "1L I 4 4xG° <x6= q C A ' '- B1L =y S2 p H1L Q � F 51 E 4x6= ]x6= 3x6= 4x6= 5x10= � oi T�I,� 20-0'/-09 20-C7-�8 9C� 41-03-0'� 41-OJ-00 - VGLSiCn 39."1.J-` PLA?ING [ONFOA.MS TO TPI NOTES: OnLS[aS - � YA2SSE5 !11.NUF.ICNRED B? - RON DATE: ]-19-98 (GRO55 AREA PIETHODI ' VERIF'! PS1?°_ VALli£5 WITF. DAViDSCti !ND"S23?'e5 CS? 5`_ZE L'.7.48°_R _.`_SFE TEE-LO% COA7AAAT:ON 2. ANALYS'S COS?ORMS TO GR!2 9AS�D OF SYP L'JM2ER CBC (AHS_/TPi !9951 . TOP 0.04 2X 4 SP-k2 ]720 �, W?ND LOADS - ❑9C, :9EB _°D:TN BTM O.B3 2% 4 S?-kl �'-JO PLAtES - 20 GAUGE ?L-2C GR??P'_NG 561-393 PST_ PER PASR TRU55 IS DESGNED AS A Y85 D.S'/ 2% G 5?-k2 1�z� INCLCDES '_S.OY FNCREASE MAIN WIND-FOdC= R5S SYS.SN RSPEtI2IVE MEMBER STA_°55 USED. qln.7 Sprgp . 80 H?� TENS?ON 1030- 9]a PiI P=R ?A:3 yA2ERAL 'eRACING: SH°_TR 9'10- S9B PL: PER PAIR MEAti RCOF 4='G4T - 25' E%205�]RE C�TEGOR? - � � TOP CHORO - CONT'NUOCS � OCCC2ANCY C��=GORY - 1 gT'M CHORD - COI:T:PII10U5 SS "`lPr� py1TE S:2E X Y JNE 6RAC= - H-r c_r A 20C1 6.00 X 6.00 6.2 3.> 9. UXBTu:.tiC6O -'�nDS C9c.�KEC TRVSS SPdC:NG - 29.� =�� B '_001 5.00 % 6.00 CTk 2-4 IUNHLN -� FAC � 1.00, �.�01 . C 20G1 <.=0 X 6.00 6_2 3.5 5. r'AST°_N 'ft1I55 '0 BRG � D lO1C 4.00 X 6.00 CTR CT3 FOA 364 L9S �? J2LIc° LOAL CASE 1i1 WHILE P:RMI-T:NG :1� UPWAft� LUMBER SIAESS INCRFJ�Sc; _5,py E 10]0 5.�0 X10.00 �T-R �T'� MOVEN.SNS CF FA�i OR BRG. LOADING LIVE DEAD 1p5F1 ° 101D 4.00 X 6.00 C�R CT3 G 100' 2.�0 X 4.00 CR C°R e. FASTEN TR:i55 TO 9RG C TOP CHD 20.0 -�-: - FOR 364 [.0S 05 UPLLFi, BiM CHD 0.0 10.0 H 1110 5.00 X 6.00 C?R. 3.0 WHILE ?`-RMITTIKG NO UPHAR� SOTAL 20.0 Z0.0 40.0 I 1110 S.00 X 6.00 CTR 3.0 SUYPOR? CRITER2A J lOCl 2.00 % 4.00 C?R C?R MOVEMEN7 O? WA;.L Ofi BRG- �7}' ?y2E HCRZ VEAT WIDTH 51 1100 3.00 % 6.00 CSA 0.2 L95 L85 iN-SX S2 1100 3.00 X 6.00 CTR 0.2 FABRICA'.OR ]O:ES�. �1.ALL CONS_NUOVS tA°ERTL A pI� 'J 1650 3- '9 - ORACES MUST 6E RESTRAiNED � HORZ 0.LR � leSC 3- 8 TO PRCVSNt :.ATERAL MOVEMEN' � p� THE BAAGE I? ALL BAAC°_D LEFT R*_G!dT MENB°0.5 HOC:Si: I� TH6 SA:^.= AEEL O:N - 4SX O:N - 45X DIRcCT+Oh. SE°_ 'r.I9-9: SUMMARY SHE£T FAAME 4 MEMBER FORC'_'S (LB5) (ORAI:GE SHE£T1 OR BV:LDLNG T.CP CN07C5 D:SIG�HR R°_vUlaeM��'-S. A-C - 1%B C G-H � 26'12 C H_g _ 18a5 C -_ - +aa5 C :_� - 26�2. C . � � 2968 C 90T-0M CN0375 p_F . 2655 T F-E: - 2154 2 5:�E - 2'_5: T r-S] - 2154 ^. ��,. 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C. --- ----- --------- -------------, 1 COMMON 8 .00 11-04 20-00-00 1_-04 P ------- --- - - - -- - - - ------------------ ----- - --- - -------1--GABLE K --- ----- --- -6 . 00 11-04 18-06-08 11-�a w�NG/SHTGBLI"EBELW BRC- ------- -- --- -- - -- �---- - - - ------------ -- - - - I, 2 COMMONS 6 00 11-04 18-06-08 11-04 ----- ----- -- -- - -- - - - - u 3 MONOS 6 00 1'_-04 18-03-00 00-00 - - � --- - - -- --- - -- -- ------ -- - ------ � v --- -- -- ---- - - -- - --- -- - - -- - - - - - - - - - -- - - - - - Q 1 GA3LE 10 . 00 11-04 12-04-00 11-04 W/ 3/16 HLU EN3G- B� � ' HANG SH'='G . 1" BfiLW B . C . R 1 2-F�Y GIRDER 10 . 09 11-04 _12_0?-00 _ 11_04 _CUSTOME2_TO_NAIL_PLIES - --- MONO GA3LE 6 . 00 00-00 9-03-00 00-00 W/ 3/16 " BLU ENRGY 5RCE J---- ---i-- -- - - - COVaR W/ IiSEL ON THE R\Co�IT HANG SHTG . 1" BE:,W B . C. - --- - - - ------ - - - - - - - - - - - - -- - -- - - - - -- — - - - -- - -- -- JB=G: \T\A\iCR221 TO=G: \TO LCR2 1