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HomeMy WebLinkAbout1320.98 Truss Plans MECcheck COMPLIANCE REPORT 1992 Model Energy Code Permit # MECch�cK Software Version 2 . 0 Checkec byjDate CITY: Indianapolis STATE : Indiana �DD : 5635 CONSTRUCTION TYPE : Single Family DATE : 5-1-1998 DATE OF PLANS : TITLE : PPnhU�S� s+y COMPLIANCE : PASSES" Required UA = 552 Your Home = 486 Area or Insu1 Sheath Glazing/Door Perimeter R-Va1ue R-Value U-Value UA - - - - —--- - - -- --- — -- - - - --- -- -- --- -- �'- -- - ------- - --- 189 CEILINGS 1356 30 . 0 0 . 0 48 WALLS : Wocd Frame ; 16 " O . C . 2879 13 . 0 3 • � 0 .4Qo 132 GLAZING: Windows or poors 33� DOORS 38 0 . 350 13 � insul . 1022 11 . 0 82 BSMT : 8 . 0 ' ht/7 . 0 bg/3 . 5 ' ZZ CRAWL: 36 . 0" ht/28 . 0" bg/24 . 0 " insul . 178 11 . 0 COMPLIANCE STATEMENT : The proposed building design represented in these documents is consistent with the building plans, specifications, and other calcul'ations submitted with the permit application. The proposed building has been designed to meet the requirements of the 1992 CABO Mode1 Energy Code . Builcter/Designer Date MECcheck INSPECTION CHECKLIST 1992 .Mode1 Energy Code MECcheck Software Version 2 . 0 DATE : 5-1-1998 Bldg . Dept . Use CEILINGS : [ ] 1 . R-30 Comments/Location WALLS : [ ] l . Wood Frame , 16" O. C. , R-13 + R-3 Comments/Location WINDOWS AND GLASS DOORS : [ ] l . U-value : 0 . 40 For windows without labeled U-values, describe features : # Panes Frame Type Thermal Break? ( ] Yes [ ] No Comments/Location DOORS : ( ] 1 . U-value : 0 . 35 Comments/Location BASEMENT WALLS : [ ] 1 . 8 . 0 ' ht/7 . 0 ' bg/3 . 5 ' insul . , R-11 Comments/Location CRAWL SPACE WALLS : [ ] 1 . 36 . 0" ht/28 . 0" bg/24 . 0" insul . , R-11 Comments/Location Applies to wa11s of unventilated crawl spaces . AIR LEAKAGE : [ ] Joints, penetrations , and all other such openings in the building envelope that are sources of air leakage must be sealed. VAPOR RETP,RDER: [ ] Required on the warm-in-winter side of al1 non-vented framed ceilings, wa11s , and floors . MATERIALS IDENTIFSCATION : [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications . DUCT INSULATION : [ ] Ducts in attics, crawl spaces, exterior building cavities, or outs.ide must be insulated to R-e . [ ] Ducts in unheated basements must be insulated to R-6 . DUCT CONSTRUCTION: ( ] All transverse joints must be sealed with mastic, tape, or mastic plus tape . The HVAC system must provide a means for balancing air and water systems . TEMPERATURE CONTROLS : [ ] Thermostats are required for eacn separate HVAC system. A manual or automatic means to partially restrict or shut off the heatir.g and/or cooling input to each zone or floor shall be provided. MISC REQUIREMENTS : [ ] Refer to the i�lECcheck Manual for requirements relating to swimming pools, HVAC niping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems . ----NOTES TO cIELD (Building Department Use Orly) - - —-- --- —— - - - — - - -- � - OS/04/98� MON -09:�56 FA� 1 '3�17�i:1A3440 U41 �uiuA ��u -� - ��� �.:• •u =.,, " I ¢I7p�7 TYPE � SPAN P1-gl O,VERHANGS JOB MARR i2 4 .2 120400 10 1104 1104IRy� �p�gvgST" A LCR221 <x<u cc a-os-io g DG s-os-_o _ xo �-is xo a-,s u � lo �a•• zxa�. e F 5-09-10 xc i 'j'� I I Z Sx6= Z I / Sx6= I A C `<i n p � �� Bx1011 T•.I,104I4_ 6-C2-00 i 6-02-00 I1_ + I BC.I I 12-04-00 � I _rG4-CO � OniS[a: -- Versior. 39."1.3 PLA2E5 ARE FOR EACH PLY NOTES: RUN DATE: 2-19-9? 1. TAUSSES HANUFAC7IIRE0 BY - ?LA?:NG CONFOR45 '0 :7i OAVICSON IND'JS'!'0.SE5 �.�...�......�. (GAO55 AREA METHODI 2. ANALYSIS CONFORHS TO • �-p�Y 2Rt]SS • VERIFY ?LATE VALUES 57:='Y QHC (ANSI/TPi 1-:995) . �.............. TE°_-LOK CORPOiA7TOy 3. W'.IC7 LOADS - ::°_C.19BB EC_"K GRIP 9ASE0 ON SYP� LUMBEd TRUSS IS �ESIGNEO AS A GSI SiZE LUMBER FB PLATES - 20 GAJG? ?L•20 MA:N '�`�!4^v-rORLS ��5 SYST°_N T02 C.09 2% 4 57-p2 _�OC GRIP?:NG 561-393 PSI 75R PA=R wIND SPEE� - 80 M?H BTM 0.96 2X 6 5?2250M5 2250 INCLUDES IS.D} INCR°ASE M°AN ROOF HE?GHT - 25' W8S 0.4i 2% 0 SP-tl2 150C TENSION 10i0- 974 Pi.= PEF PA_R EXPOS;IR° CAP`-'GORY - C WDGOA 2X 4 SP-#2 SAEAA 900- 958 PLI PER PA_R OCCVPANCY CAT:GORY - _ WOGOC 2X S SP-M2 4. PREVENT iRV55 RO?ATZOHI AT JT TYPS PLATE SIZE % - ALL 0£AR'_NG 'ACATIOSS. L.�TERAL ?2ACT_?1G: A 2002 5.00 X 6.00 2.6 2V5 5. FASSHN TRU55 20 BRG A TOP CNO[L'J - CONTINli005 B 30C1k 4-00 % 9.00 1.8 CCR eoa�oes �es OF OPb?FS, eSM CH027 - CONTINUOUS C 2004 5.00 X 6.00 2.6 3.6 WHILf ?ERMITT_NG NO L'PWAR� TRU55 SPACING - 24.� IN. ,� J�� D 1070R 8.00 X10.00 CTR CTR MOVEMcNT OF WALL OR BRG. F '_OC1 2.OG % 9.00 CTR C2R 6- FASSEN tRUSS 'LO BRG C LOAD CA55 ql F !00! 2.00 X 4.00 CTR CTR FOR108< LBS OF UPLIFi, GUM2ER S.-RHSS INCREASE: 15.Dk WHSLE PERMITT:NG NO OPWARD LOADSNG ..:VQ DEAC (PLF) R - PLATE IS ROTA7ED 8Y 90 DEG MOVEMENT OP HALL OR 04G. SOP CN'J 40.0 20.G 7. GIR�ER COND:iION: COMMON GIRDER TYPE. 9TM CH] )30.0 340.0 TIE-ZN TRJ55�5 ON etn CND iOTAL �360.0 36p.0 '12C.0 WITH SPAN OF J4.000 !C. SUPPORT CRI7E4IA . JT 7?PE H0�72 VER"' WIDTH 8. US°_ PAOP°_ALY RATED HANGE�25 LBS �BS IN-S% FOR LOADS FkAHING SNTO G!ROEA TRCSS. A pIy 0 4C5: _- 3 : CONPLH iRL'SScS R°QCT_P.HD. C HOR2 RLR 0 4950 3- d FASTEN TR�55°_5 TOG°_'::=� �� L F7G�,,, �` F{ejn lOC NT�LS AS °TC'.'. LAYER IS � " �' Q �Q APPLIED,S'CA4G°_ReD TS %OLLOWS HEEL `-N - T65% 3IN - c5X T �� M�MBER RO'�'S 5'rTC?NG;T_ti) MHMb�n F�RC�S :�95; _nC4 PL_ 3 y ��\5 Fq ��' '�Op CHD 1 '-2�4 � � B?M CHD 2 B.0 TOP CHORDS v ; �f NO. � A-E - _006 C �-5 �r 1734 c 60310d19 W2fiS 1 ':2.0 3 Pt'JS CLUSTERS OF NA?:5 �F B-F - :�3< C F-� - LBG6 C � STATSGF SHO'.'N. 3�T-0M C:iCR75 � '9 /� 1[V ' �. A•D - L39' '. D-C - 1 3E' T �� �.�'_�/ 'i i wess ���i�.ti,�_'?'L c"' __� . o? C D-a s �_'eS ? ./d-]'", ♦ p_. . vi C ,` MAY 0 1 1� DL.L� 95?L . 0.12' I> J-C L:. DEF:. = 0.06' < 97G-SPAN/J60 S?AN/DEF� (�+.*LL) - 999 05/04/98 MO\ 09:5� F9S 131�ii�3&3490 u.�� i wu� i:w � � I 4�� MONO 180 00 P1�H6 10o RHANGS� IJOB „ n ,- �M�K✓ RYLND PfiNBTJRST A LCR221 DG 2u-06-12 HO 9-OS-11 NO 4-03 2x91! 1� 3 6� YlU Sx6% I I F i 9-OS-1? 2x40 � � E � I I x1 � ' � axs= \ / .�I j � � Si /`� -- o � 4x4= 4%fi= T�Io I � I 18-03-00. acl I ie-o�-oo ie-oa-oo U^i5ta_ -- Vezsicc ]c_�,3 PI..��_HG COVFCRNS ?O TP_ NOT=S: RUN DATE: 2-70-98 (6R055 AREA ME^HOD) -. TSUSSES HFLLJLFA.^TJA°_D SY VT_RIeY PLATE VALUES WITH DAV?750!: INOOS°kLHS CSI SIZE LUMBER 1.'_SFB SEE-LOY CORPORATION 2. k.NALYS?� C09FCRY5 TO YOP 0.43 2% 4 S?-rf2 _�20 GRi? BAS=D ON SYY I:JMBER U8C ;ANci/rp: �_:995) - $:T1 0.58 2X 4 S7-R2 :72� P•JA1�HS - 30 GA[1GE 'LL-20 3. WI�O LOA:S - UBC, 1988 °_D:'!':� WBS O.SJ 2% < S?-q2 1�20 G.iI?PINu 561-333 P5: P2d ?AI3 TRJSS IS C=SIGF°D AS d c c r sr, cg STR°_SS �S�D. INCLUDHS 15.0} INCAEASE. HAIN WIND-F00.C5 0.E5 5°_S°EH T c TEVSIOti 10�0- 924 FLI ?E� P1.=R w'_NC 5?ESD - BO NPri \ LA7ERAL HAAC:NG: SH:AR 9�0- 49B iLI ?EA PArg MEAK RCOr HE.GY.i - 25' EXPOSU3E �ATEGORY - C \ � TOP CHORD - CONTIHQO115 � p��ppNCy �ASEGORY - ; BTM CNORD - CONTINO005 .it TYPE PLATE SIZE X � ONE HRA[f - ?-� ='8 A 2001 3.00 % 4.00 5_] 3.1 4. [1NBALAN^.'_'D :.OACS CHECiCED I SRO55 SPA^.ING - ]4.0 I�� H 0200 2.00 % 4.00 CTR C?3 (VNBLN �D F.tC ID =-40, 0.�01 . C 4010 4.00 % 6.00 CT4 CCR 5�. ANCHOR TRU55 FOR A 'OTAL LOAD CASE kl ' ' D 1010 a.00 X a.00 CTR CTR HORZZONTAL LOAD OF 56� LHS. 6. FA576N TAU55 TC BRG A LUMBER STAf55 INCR°ASE: LS.Ok E 100! 2.00 X 4.00 C?R C':R FOR 159 LHS OF UPL'_FS, LOADING LIVE DBIJ' IPSF) F 1110 5.00 X 6.00 C?R 3.� WHILE P°-aMITT?NG NO V?N�0.� TOP CHD 20-0 10.0 M0�IEMEN'. O° WALL 00. BAG. B'fM [HC a.0 10.0 � 7. YAS?EN 'AUSS TO BRG C 'L07AL 20.0 20.0 a0.0 FOA 2]6 LHS OF VPLIF'I'. SUPP�AT C0.I_°RIA W�.LE P-RHZSTING NO VPWa-4D JT ftEACT NID:'H dC AEACT MIDTH MOV_YE�'- OF WAiL OR BRG. 685 IN-SX LBS IN-S% p 9]9 3- 8 C "129 3- 8 FAORICA�OR NOTES� LEE" �-�Y? �1.A:.L CON:-NUOUS LA2E4FL ' BRACES M'ST °_E R°-STRAIN2� HEEu C=N - 45X ?0 2RcVE::T. L.A-°_+2A:. MOVCY=YT GF T4°_ 3�%�:E I.° AL� BRnC'cC MEMBER FOR[ES (LB51 M`_M9ER5 ?l'C<=5 IN `tiE 5:+9= TCP CY.02D5 D:R_C:ION. S�S k:5-91 p-E - 100C C E-E� : �G4 c r�. H eiqe SOMMARY 5�°�T FRAM� a .F-B • 2'-2 � (ORANGE SA62T� OR BU L'D:NG 90TSOM CX�JRDS � 0Q �S7Eq��'� D:SiGN2F. 0.EC�-�=ME1-5. A-D � d95 T D-C � 455 t Q � ME55 �)a N0. e-o - �ac C J-F • 98G T ' � 6091�19 e-c • sae c c-a - ie� c � STAT�OF q � DL�LL �E?L • 0-�6" [N .'-9 �1 71kjj�� r �� �s y� L:. DEF� = O.L3'. < °RG-SPAN/]60 � $�AN/DEF:. (9:.-LLl � B41 h �`��It�h':+1.v��• � -` ! lAAY 0 1 1998 OS/04/98 MUi\' 09��:55 FAl 13177�35'S44U U:111U�U;� L:�U -�-_ � ����.y.�v �g I QFJAPT TYPE SPAN P1-Hl OV&RHANGS IJOH 2 4 .2 180608 6 1104 1104 RYLND "pgNgvgST" A LCR221 9x6= �G ?0-06-OS B DG 10-06-OS HO 4-03 HO 4-03 I 12 6�4� 3xa i g P 4-11-13 7 1 � 1 )x4= 2 ]x6= A C 1 /� D 7x10= ° � � I TCI ^ I 9-03-04 9-J3-0< � ^ g� ' 18-06-OB I 18-06-OB �' UniSCar -- Versio� 39.'1.3 S PLASING CONFORMS TO :'PZ NO?�TRUSSES MANUFACTVRED BY - RUN DAT£: 2-19-98 (GROSS AAEA MET!SOD) VERIF\' P:.ATc VAiUES WITH DAVIDSON IN�[15TRI£S CS' SIZE LL'M3E3 1.15F8 T'n5-:OK COAPORASION 2. ASALYSIS CONFORNS TO SOP 0.3t 2X 4 SP-tl2 1720 GRS? HASE➢ CN SYP LQMBEA VHC (ANSI/TPI '_-19951 . BiM 0.60 7X 4 5?-q4 1'120 PLA7°_S - 20 GAOGE TG-30 3. WIND LOADS - J8C,1988 EDI:N GBS 0.13 1X < SP-k� 19�0 GRL77I4G 561-393 PSI P5R PA!k -R:1S5 S DESIGNED AS A REPETITIVE MEMBER SSA_'s5 L'SEC. INCLiIDES 15.Ok INCREASE MA?N '.�INL-FORCE RES SYSTEM TENSION 1030- 9�a PLI PEA PAIR uIND SPEED - BO MPF WTE0.AL BRACING: SNSAR 9?0- a98 PLi PEA PAIR MEAN AOOF HE:G4T - 25' 70P CHORC - CO!:T.T_NilOJS f%POSVR2 CATEGORY - C HTM CHORC - CON::NGOUS 1'. "YP= ?LA+E SI2£ % Y OCCVPASCY CnTEGOAY - - TAO55 SPAC?NG - �4�� IN� A 2001 3.00 X 4.00 5.2 ].1 6. CNBAS.ANCED COA�S CHECKED H 3001 a.00 X 4.00 C'IR C2R I�B!.N L� FAC = 1.00, 0.00) . L�AD CASE kl C 2001 3.00 X 6.00 5.2 3.1 =. FAS'_'EX PRUSS TO BRG A Lt7MBER STRESS INCREAS°_v 15.05 C 1070 3.00 X10.00 C?A C7R FOR i'15 L95 OF VPLIFS. LOAIIING LIVE. DEAL` !2SF1 c _007 2.00 X 4.00 CTR CT0. GSiILE P?7MITSING NO UP'AF�RD tOP GHD 20.0 :0.0 F 1D01 2.00 X 4.00 CTR C'_R MOV3MEh'. OF wALL OR BNG. 6. FASTEN TRUSS TO BRG C a�+ cxn o.o �o.o FOR 175 LBS CF ❑PL=F', TOTAL 20.0 20.0 40.0 yy:Le p_gtq21"p2NG NO UPWARD $IIPPORT CRLSERIA MOVENE:1': OF wALL OA BRG. ,7T REACT wIDTH 1'= REAC:' wID?H L85 I!1-S% LBS IN-SX p �41 3- 8 C 79'_ 3- B LSFT gIGH"'�' f. HEfL OIN - 45% dIN - 45% MEMBEA FORCES (L85) SOP CHORDS A-E + 1127 C E-B . B30 C g-c � 8J0 C F-C - 112'1 C BC'.YOM CHORDS A-D • �006 T D-C - 10�8 S WE85 B-D � 104 C D-9 � 4'!6 S o-e - aca c ,n�.. He/' DL.LS DESi + 0._�^ Zh D-C �ceC O\ST[-'9 S � LL DEr'L - C.03" < BRG-SPAN/360 � �� (L N� � .) SPAN/DEFL (DL+LL) - 999 = K' � � 60910419 STATE OF � '��S}, 'n'OitS�s' y'�SSro�;aL�'" ��� , � A�AY 0 1 1998 OS/04/98 �ION U9:55 FdS L31ii36J94�0 u:�� iu�w� i:�u ^- �••,-.,.." , �gR I �L�11� litG. r1ClLLV 2'l.�al VVRKFIAN�S tf(Jf,{. � 1 4 .2 200000 8 1104 1104 RY�D np�g�gST" A LCR221 �L� axa= CC 12-03-10 8 CG 1?-03-10 HO 6-00 xo 6-Gc 12 B 2%4�� 2x{i g F 7-t2-00 � 1 � Ox4= � axa= A C / 1 � ', 0 3x1�= a I � I °CI ^ I :0-OO.00 i LO-UO-00 9C I __ 20-00-00 I I _'_ � ]0-00-00 DniSGai -- Veisior. 39.")_'_ PLA='ING CONrORMS TO T_pI NOTES: RUN DATS: 2-19-98 (GROS$ AE°_T. ME2HOC1 1. TR[:SSES MANOFAC?::FEn 9? - VEA�?'� PLA2? VALUES WS':.4 DAVS�SON IN➢USTRI�S CSI SRE LOM=.R 1.15FH TEE-i.OR COdPORAT'.ON 3. ANA:.YS:S CONFOAMS SC 20D 0.]9 3X 6 SD-pZ '-'120 GRZP BAac.D ON SY2 LOMH°A U6G (ANS!/T_?t 1-19551 . BSN C.67 2% 6 SP-#2 '-"1]0 PLAZES - 20 GAQGE TL-20 �. WIND LOACS - O9C,198d :DI'N WBS 0.16 2X 4 52-k2 _']20 GAI??iHG Se1-393 PSI PER PAIR TRUSS _S 7HSIGNED AS A WpC�A ZX 4 Sp_p2 ZNCLUDES 15.02 2YCREAS� MA:V W:ND-cORCE RES SYS'_'E4 WDG9C 2X a SP-:2 TENSIOK 1a30- 924 PLI PER op±R WIND SPEED - BO MPH REPETTTIVE MEMHER ST.flE55 USED. SH2AE 9�0- 49B 2LI PER PA?R E%OSU+�6�CAe�GORY -ZC LATEAAL BRACING: ST 'YPE FZ.ATE SI2E X Y OCCU.'�CY CA?EGORY - i 70P CHORD - COt�'TNOOGS A 2002 4.00 % 4.00 _.4 ;.6 4. UNHALANCED LOADS CHECKSD BtM CHOR� - COKTLNCO::S B 3001 4.00 % 4.00 CTR CTR fUNH>N I.O FAC - 1.00, O.001 . tRU55 SPACLNG - 2<.0 _9. C 2002 C.OG X 4.60 !.4 '-.E 5 FO+t^18?T�B�SO O:IPLIFT. D 10"/C 3.00 X10.00 CTH CTR LDAD CASE N1 E 3001 2.00 X i.00 CTR CTA u'H?LE FERMIT_-ING NO VPwAft� LUNBEA STRESS INCREaSc; ls ,p} c 1001 2.00 % 4.00 CTR CTR MOV�MENT OF WALL OR HRG. LOADING L.VE DE.1D (F5F) fi. FAS°EN' TRUSS TO 0RG C ipP CND 20.0 1C.0 FOR 183� LH5 O� vPLIFT, BTM CtlD 0.0 1C.0 W42:.E P°_RMIPT_ING NC UPL+ARO TOSAL :0.0 20.0 a0:0' ' HOVEM�NT Or' WALL OR BRG. SUPPOR2 CA?TERIA 1T REAC7 wIDTH ..� RE:.CT WI7T.N LBS IN-SX LBS T_N-SX A 800 ?- 8 C 90C 3- B LEFT RIGH"_ HEEL lIN - 135X lIN - 135% MEMBER FORCcS (LBS) TOP C�OR�S p-£ - 990 C E-9 _ �22 C g_F . 'I]2 C F-C = 990 C BCTTOM CAO��S A-D - 824 T. D-C - 824 T Qh,'� B�7 8� e_p _ z-ro cEe�-e , soz : " O�STE9 0� p-F + ]70 C O Q HO. � '� ' � sc9�aa�s � �L+LL DHFL � 0.2:' -N ]-C � ; LL O°eL = 0.03' � 33G-52titi/i6] � STATc� R -o SPAK/DEFL IDL:LL1 - 9�S ? �� �I�.P ^,('N_" `t.�•S� �l�',.v� . �:kL�'.:�' � �-_ •;' . Gf 0 1 19 0�/04/9S lION 09:54 FdS 1317i3S3440 U:1� W5U.� l:W -.-� ����:���i '�"�" I t1Up.N� 1YPE SPAN P1-Hl OVERB]\NGS JOB I �� 3 4 .3 200000 8 1104 11Q4 RYLND "PENHLTRST" A LCR221 ��a s:e i� 'X', -2-03-10 g DG L-03-10 AC 6-00 HO c-CO 12 I 8�P�\\ ]x�// G 1-02-00 T� 1 I � 3 3x!0% lxlo� a � - e �.: D� ; , sx_z ii s=_z u � , , ° ° ! .. TC�. ^ I 10-00-00 10-00-00 ' 3Ci � " 20-00-00 � I ao-oo-oo O�iS[ar -- Vers-o� 39.�.3 ?LA73NG CONFORMS SO S'r? NOTES: R�H DA"c" 2-=9->5 (GROSS h?EA MHTHODI 1. ?aU55c5 MANUFALT7RE7 9° " V_RIFY 2LATE VALDES N??'H DAV?�SOI: i.�'DUS?4I=5 ��....�.......• 2EE-LOK C00.PORATION 2. AvALY5=5 CONFORMS TG • ]-PLY TRL`55 • GRIP HAi2D Of SYP bUNHER UBC IANSC/T.P: '_-19951 - ���.....�...... PliATES - 2C GAJGE TL-20 3. WIND LOA�S - �BC,19B9 �^-I?N GRI?PING 56_-397 P5; pc3 pp?[� '.RUSS IS D=5IGLIED AS A CSI SI2E LNNBER 1.15FH INCLU7ES 15.Ok INCRBASE MAIN WIND-FOAC- 3E5 SYSTSM 20P 0.�9 2X a 5?-k2� 1'120 TENSION 1030- 924 ?LI PER PAIR N?ND SP_SD - 80 MPH BZN 0.55 2% 8 SP2350MS 2580 SHEAA 990- 499 2LI PER PAT_R MEaN ROOe HE:GH? - 25' WBS 0.<2 2X' 6 5?-%2 1020 EXPOSURS CAiEGOR° • � R£PE2:TIVE MHN3E8 5'�E55 IISED. JS TYP7 PLAT. SLZE % Y OCNPANCY C:.2:GJRY - - A 2013 3.00 X10.00 8.5 2.5 4. PRE�IENT ?RU55 ftOTA'ION .4': [,A2ERAL BSACING: B 3030fl 5.00 X 6.00 2.5 CTR ALL S°AR?hG LO.^ATT_ONS. ?OP CHORD - CO&"IFJOUS C 201J 3.00 X10.00 B.a 1.5 5. ?AS°.EK TR[755 TO BRG A BTM CHORD - C0�^itiUOL*5 D 10'_.^F 5.00 X'_2.00 CT_.4 CTR FOR209'_ LBS OF VPLiF" TRU55 SPACING - z<.0 IN. E lO1Ci2 5.00 X12.00 CT.0. CTR OVEMEN�ROFTWALL OR BRG�� F 3001 2.00 �X 4.00 CTR CTR - LOAD [ASE ql G 1001 2.00 X 4.OD CYR CTR 6. FASTEN '!'RU55 TO B�G C LQMBER STRESS INC3EASE: 15.Ot FOR2091 L05 OF UPLIFT. IAADING LIV'c DEAD IPLF) R �� PLATS IS RO2ATED BY 90 DEG WHILE PERMITTSNG h� UPWARD SOP CHD 40.G ]0.0 , MOVEMEN"' OF WALL OA �HkG.. B7H CHD 392.5 412.5 '/. GIRDER CONDITION= TO?AL +7?-S 4]2.5 665.0 CO!MON GIRDER TYPS. TIf•IN TRUSS=S ON BTH �HD SUPPORT ^.RI7:RIA � JT, TY?� H00.Z V6'ilT W!DTN NZTH SPAN OF a1.250 f=. L55 LHS IN-SX B. VSE PRO?ERLY RA1'EG HIv'�G=AS A PIN 0 8649 3- 8 FOR LOA�S FRAMING INTO [ NOR2 HL0. 'J 8650 3- e GIRDER 'RL`SS. . PLE2E 7Rc ;J_0.°_D. FAS?BN TRUSSE.. TOG6T4ER W/ LE?'C RIGHT pEEL 1IN - �135% '_IN - 135X 16d NAIiS AS EACH LAYER 25 � APPLIED,STAGGEAED AS ?OLLONS MEM9ER ROM'S SPAC?NGIIN) M£MBE�2 ?�3f£5 fL851 - EAC} PLY ?OP CHJ _ 12 .0 � TO% C90RDa 9...H �Np - B.5 7�-F . i635 C F-b = 3J95 C _ _�.0 Y.ceS 6-G = iJ9< C G-C � 3<?5 C .o�L He�� PL'.15 Ci.VST'c8S OF NA!LS IF BG��OM CtiORDS Si �,_e . <<sa - e-� � is6s r e� �STE e� SFiJwN. ��i o 9 m D-c - xesa Wees e� �t4�`' NO• � 9 c.c . e° C E-B - 2026 r = � 60910419 � e-� . .o�e c o-c _ es c � � gTATEOF n:._t:. ce-.: . o._s� :N e-� ��9�� '�VDiP���ci� 'L OE?L - C.Je' < 2RG-SPAR/360 F _ � SPAN/DEF! (JL-LE.) � 999 '�. w'iL'�!C�!.=r^� � PW^':5 1.�? 'C4 �ACF 7LY / ! •y i�� MAY 0 1 1995 . Oi/04/9A MO\ 09: i4 FA\ 131 i i:ifi:14411 u.a� i u�u�, ��v� '.'-. "' �.., ... �R. IQ*jpbi TYPE SPAN Pl-Hl OVERHI�NGS rJ08 � 2 4 .3 250012 6 0 1104IR.�L� ap�geT" A LCR221 4z6= CG 14-�1-14 B �G 14-0`-03 RO 3-1J NO 9-03 -� �� SEE FA� 6�.. �.o I�1�TE 's I p G T y 6-0�-00 1 1 2 4x4! Z 6x4= A � Bu' E Sl D 81R � {X4= 7X4= 4x9= lo i SC' 12-06-06 i 12-CS-10 BC �I 25-00-00 i 25-00-00 QnlSCar -- �ersion ]9.7.3az'. PLATING CONFORMS TO SPS NOIES: RUN DATE: 2-19-98 (GROSS AAHA METHOD) 1. TRJ55°S MA�'FACCURE7 9Y VERIFY PWTE VALOES WI7H DAVIDSON IHD'JS?AIES CSI SIZE LOMB_4 1.15FB SEE-LOR CORPORATION 2. A.NALYSiS COtiFORMS TO TOY 0.45 2X a 57-p2 -720 GAIP BASEO ON SYP LUMB^cR UBC fANSI/T.?! 1-:995) . B^'M �.6! 2X 4 5?-kz 1920 PLATES - 20 GAQGE TL-20 3. W?ND LOACS - ❑Q�.19B9 EDIYN GHS 0.12 2X a 5?-k2 1'710 GRIPPiNG 561-]9J PSI PSR PASR ?AL`SS .S �=��GN£D a5 a R£PESIi:VE MEMH?R STAS55 US°_9. INCLP�ES 15.OY INCREASe MAIN u:RD-PORCE RES SYSTE4 ?ENSIOtl 10J0- �924 PLI PER P&IR WI"IL' SPE�D - EC MPH LAIERAL BRACiNG: SHEAA 9'10- 498 PL: P0R FA'<R MEAN ROOS B=TGNT - 25' EX?OS�AE C.�T°GORY - C ?O? CHORD - COS^?VL'6C5 C,^,��°yVC° CATSGORY - ' BTM CHO0.D - CON'_:'.�'i0II>' dS SYP< PLA2i SI2° X '! " " 4RUS5 SPACING - 24.0 IN. A 2005 a.00 X 9.00 5.0 J.i 9. UNBAS.ANCED LOADS C9ECKED ' B 3010 4.0� X 6.00 CTR C'."k (IIN9LN LD ?AC - 1.00. 0.001 . LOAD CASE p: C 2001 4.00� % 4.00 S.0 3.5 S. FASTEN TRO55 TO BRG A LVMBER STRE55 !lCAE.13°: 15.Ot D 101� 4..00 X 6.�0 CT.R C°F FOR 2C9 L25 OF UPLLF`. LOADING LIVE DEA3 fPSF) E 1010 4.00 % 4.00 C'R [TR WHILE PERNI'F'-vG NO UPRAAC TOP CND 30.0 10.0 F 1041 �7.00 X 9.00 C-� C`.'d MOVEM°_NT.OP M:�:S OR 9RG. BTN CH� 0.0 20.0 G 100'_ 2.00 % 4.00 CTH CT� 6. FAS'IEP 'fRJ55 '.0 HRG � 5: L100 3.OG X 4.00 C'_7 ��.2 F0R 228 LBS OF UPL:ET, TOTAL ]0.0 Z0.0 50.0 WY.iL: PERM.I'_'T_ING NO UPwA.RD S�IPPORT CRITERZA MOVEME�T Or WAL'_ OR BRG. ,72 REACT NIOTH 7? REACT WT_DTd LHS IN-S% `_BS IN-S% `r'FTHR:CATOR NOTES� A 999 J- 8 C 999 3- B y�-1.THI5 TAO55 :S NC? �« SYMH£^.fiICAi .1NG MSlS'" �C'• LEF? RIvNT� - . ?" HE INSTA:.LED R°V¢RSED. GIRD ]SN - 135X HEEL -16 - aSX MEMBfR PORCES (LBSI . TDP CHOADS A-F - 1fi05 C r'-B - 14�9 C B-G - 34�9 C G-C • 1604 C BO2TOM CHOR•JS A_E . 1475 T E-5! - 9�3 T S1-D - 9'13 '1' D-C � 14?3 T WESS F-e = '3B C °-0 • 538 T h`� ej7s B-D - 535 T �-G - 336 C � �Q ,STE �1 p R m DL�LL DE:L . 0.20" =4 F-6 E �?Q NQ•� �� ' LL DEFS. - 0.06" < H7�-SPAti/I60 j j gpg�p419 SPAN/DE.°L (�:++=�1 - 999 � STr��� ,(� � Q .\ W . ��y'��^T��/'�'A �L @e✓c`.. 3` gi� . .r..."'.�.':AL�� '�u„�-�y..�m:s'� ���i '�AY 0 l 19� OS/04/98� �MO\ 09:�3 P:\\ l31-i3S34A0 UA�'ll)S0.`i. ISU - - -' i<1i..��U � - �p�1 TYPE SPAN P1-Hl OVERSANGS JOB 1 6 .3 340000 0' 1104 1104 RYI,ND �pENHIIg A LCR221 2 / Sx6= - DG 19-02-0� g DG 19-02-00 HO 9-03 _ HO a-07 i 12 Sx6 i S1 O lU Sx6� j6 i 6I � H a I 2x�C B 2x4G 8-10-03 F � ' wl 1 i 11 1 5 y2 1L t � {x6= S N3 4x6= p � a G 2 � - B1L S1 � BlR � E 3x6= Sx10= Sx10= o � T�I•'I 17-00-00 i 1'1-00-0� I^I 9C� 34-00-00 -I I � � 34-00-00 . ' UniSCar -- Veraicc 39-"!.] OLA�SNG GONe^03M5 SO T�I • NOTES: RUN DAT.E: 2-19-98 -�- (GRO55 ARsA METHOD) 1. TRUSSES MANVFACTURED HY - VERIFY PLAT6 VALU°S W:TN DAVIDSON IHCUS"RIES CS' SIZE L�M6=A _.'_SFB TEE-LOA CORPOAA2ION 2. AltALYSIS CO�FORkS TO TOP C.42 2X 4 5?-M2 _�2� GRIP BASHD ON� SY? LUM9ER UH[ (ANS./T4i I-=9951 . BTM C.83 2% a se-a: i�:o PLATES - 20 GaUGE TL-20 3. HiND LOACS - ���.13fia 27*_"!: WHS 0.44 2X 4 Se-M2 1720 G.Z?P4:NG 56'_-79] ?SI PER e;,:g TRUSS ?S �ESiGK=D AS a INCLIIDHS SS.Ot INCRcpg: MAIN AIND-90RC3 RES SY3'E'O-M REPE?ITIVE N.°_MH°_2 STY°_SS USEC. WI� Scc,� - 80 MP4 TENSIOS 1C30- 924 PLi PER PA?R pAT@RAL BRACSNG: SHEAA 970- 49B PL: PfR PAIR MEAN ROOF HESGH? - �5' HXPOSVk£ GTEGORY - C tOP CHORD � COF:-N00:15 _ BTM CHORD - CON^-NllC:15 J'S ?YPE PLATE SI2f % Y OCC7PANCY CAT�GORY 1 SRVSS SPACING - 24.0 T_N. A 2001 4.00 X 6.00 6.0 ].5 4 . UN3A!.ANC°D LOADS CHECAE� B 3010 5.00 % 6.00 CTP, 2.4 (VNHLN LO FTC � 1.00. C.001 . LOAD CASE kl C 2001 5.00 X 6.00 6.0 3.5 5. FAST=6 ?RC�SS 2C BRG A LQM6EA $':4ESS IN!'REAS�: 15.Ot D 30'10 :.�0 X10.00 CTR CTR FOR 3a3 L95 CF UPLIF'-. LOADING ..:V= DFA7 (85F1 E 1090 S.00 %10.00 CT_R CTR WHIL� P'cAM_TT'IFG NO OP'�'A4D TOP CM�' 10.� 10.0 F 1001 2.00 X <.00 CTR CIR MOVEMEF� OF WALL 03 BRG. BTM [E1D 0.0 10.: G 110Z 5.00 % 6.00 CTR 3.0 6. FASTEN T.RL'SS TO 9RG C H 1102 5.�0 X 6.00 CTR i.0 FOR 30i LES OF VPLIF'. �[pTA7, 2C,0 20.0 40.0 NHILE PcRY=TTFG NO IIPHARJ SUPPORT GF?SERIA I 1001 2.09 X 4.00 CTR CT.R ST TYPE NORZ VERT WI'JTH 51 1100 3.00 % 6.00 C'Lfl 0.2 MOVEMENT O? WALL OR BRG. LBS L35 IN-SX p prN 0 :360 3- d FABRiCATOR NOTES: 1,ALL FILLBR AND BLOCKING [ hpR2 RLR 0 .36� ]- B NEMBERS NO.- A PA�2: OF "Fi_ � . STRVCTVRAL ANALYSIS iC HE LEFT RIG6° P�TCp WI?�, !.5" x . HEEL OIN - <5X 6SN - 45X p.�p-,5 •.I,y:NUM. M6MBER FORCES (!.95� TOP C`aORDS A-F � 2300 C F-G - 20_2 G G-B - 20:2 C B-H � 20L] C H-: � 201] C :-C - 1380 C BC-TON :HORDS A-E - 2129 T E-S1 - 1325 T 5:-L - L325 T. �-C • 2125 '1' WE35 p_E - 7�6 C °_-G .= 13� C , Qr L� He�ne E-H - fiT5 '1' B-D = 6']i T A p-H - 330 C D-T - 3]6 C L0 O�C�'Tf'./� 'y DL.LL o=�:. - o.sa° iv n-e � �'Q.� NO. Fd � yy22 LL DcFt - C.L'" < oFC-SPAN/760 ` 60910419 � SGAH/�EFL ;➢L�!LI - ve� � STA7E OF ��'9c� �/Di?�P �� ,j y�So���� ci`� �_:....rr�. .�s'G%��/ �AqY 0 1 1998 05/04/9R MON 09.:i3 �F.Al 131ii�3R3440 Da\'IDSON I\U -�--� R}�I.A�U �C'd��i �pa1�7 TYPE SPAN P1-Hl OVfiRHANGS JOB �R I 11 6 .3 340000 6 1104 1104 RyLPjD npEblgIIgST" A LCR221 Sx6= �G 19-02-00 B �OG 15-�2-00 HO 4-03 •2 x0 a-03 1?Sx6% Tl "1L' Sx6��6 6I � N I 2x{� 1 2x4� 8-10-03 F 1 I I •tl = Z 1L 4X6= 3 ax6= A 3 C � Bi E si o e.n G Jx6= Sz10= SYlO= 'o I�� TCI I 1�-00-00 1"/-00-00 B�I I 74-00-00 I I 35-00-00 UniSC6r -- Version 39.'1.3�r PLATING CONFORMS TO TPI NO^E5: RUN DAiE: 7-19-98 (GROSS AAEA METHODI 1. SROSSES kA��FACTVRED 3Y � VERZcy pLA!g VALU05 M:SH DAVIDSON INDUSiR:55 CSS 5I2°_ :.II>7BE0. _.15F3 TE£-LOR CORPOMTION 2. ANAi.Y5:5 CONFORMS TD TOP 0.92 2% 4 �P-G2 1'720 GRIP 8ASc7 ON SYT LUMBER UBC (ANSI/T_2i 1-19951 . BSM 0.87 2X 4 >P-k1 1130 PLATCS - 20 GAUGE TL-20 3 . w!ND LOA�S - UBC.199B EDITN GRIPPING i61-393 P5: P°_R PAIA TRL'S5 IS 7E5?GNED AS .�. WHS 0.<a 2X 4 SY-02 1920 HAI6 :4iSD-FORCE RES SYSTEY REPE?ITIVe NiMBE.0 ST4'cS5 CS'cC- INCLQDES 15.Ok INCAEASE TENSIOV 1030- 924 PL: PER PA:v WIND SPE-^ BD HPY. LATERAL BRACING: SHEAh 970- 498 PLS 2EA PA?R MEAN 4005 HEIG2T - 25' �XPOS[Jk'c [ATEGOR'! � TOP CHOR� - CO[.^INVOVS OCCV2FNCY CA'IEGORY - 1 B1M CHORD - CONTINV�US J� TY2°_ P-ATE SIZ°_ X Y TRUSS SPAC?NG - 2<.0 IN. A 2001 4.00 X 6.00 6.0 3.5 4- UNBA�l.N�_D :�OADS CHEC%�3� B 3010 5.00 X 5.00 CTA 2.+ IVNBLN LD =AC - 1.00. a.aa7 . LOAD GSE n: C 2001 4.00 X 6.00 6.0 ?.5 5. .°ASTcN °_RO55 TC 9RG A D '_0'14 5.0� X10.00 C^k [TR FOR 30s LHS OF UYL?FT, LIIMBER STA[55 T'.1-REASE, 15.OF WH?LE 25AH:TTING NO tl?uAR7 LOHDING LNE DEAC (25F) E !000 5:00 %10.00 C?R C?R TOP CHD 20.0 10.0 F 1001 2.00 X a.00 CTR CTd MOVEMS'.�T 07 �.'ALL OR 9RG. BTM CHD 0.0 10.0 C L'G3 5.00 X 6.0a CT3 l.a 6. FASTEN SRCSS '"� HRG C SOTAI. 2:.0 20.0 60.❑ H 1102 5.00 X 6.00 CTR ].0 FOR 3C3 LHS OF ❑PL:FT. SUPPOR? CRI:ERI:+ I 1001 3.0� X 4.00 CTR C:R WNILE P_RMI'tTING NO V?�'ARD J? ?YPE F03Z VERT �1IDTH 57 1100 3.00 X. 6.00 CSR 0.2 NOVEMENT OF WALL OR eRG. L'e5 LBS I�-SX A PL� 0 13E� _- 8 C XOA2 A:.H 0 1760 3- 8 LEF; RIG$T ' HEEL OI� - <5% CI9 - �SX M£MBCR F00.f�S (�g57 'Ipp C=0RD5 A-F - 2]9� C °-G � 2012 C G-B � 1C12 C B-H - 2012 C F{-: - 30!2 [ 2-C - 2JB0 C BOTT.OH CF10RD5 ' A-E - �129 I E-51 + 1325 T S1-D ' 'J2" ' p_� • 2129 T w==5 Q��. HBi�B p-c � 3%5 C E-G + 330 C 0 ��STE9 � E-g - B�5 T B-D - 0'15 T � � ' p_H i3� C D-: . 376 C s �f(� N�. � � 6�9���9 DL-:.:. oe�: - c._z^ L; �-� � � gTATEOF LL OEFL � %.11" < 60.G-SPAN/360 �. � SPAN/DE.°= IOL-L:1 - �e� L 9�,\c� '1�jlp�l? � 4'q <•'^ �j ��o. 'Jt:r'.LE� : MAY 0 1 19'99 � 0�/04/98 'MOh 09:.�2 FAS 131i7383440 U:1\'1DS0\ 1\U - �� N7'L:��U -iuuo QIIpFt Typg gpA2J pl-Hl OVEREIANGS JOB D4A.RR � 3 SCL2 340000 6 1104 1104 RyL� ��p��gST" A LCR221 1 SxB= C� 19-02-aC qp .'y9pjZ �� 3x�% B 3x4� HD 4-03 T 12 K L 6�6� Ti wl � 17 Sx6: I J 5 w � M 8-10-01 2s4� W5 W 2x�% I Wy D N 6-10-05D 8X8=. I n 4r4 �e ea 1L sxiz= $x�12Z P] F4 �$•' 4x<� E C Z {x4= � � 1 - Q eFl n`I L, 6x4� �� N��� �Y1.0�j �I �OI ?� 1�-00-00 i 1'/-00-00 i^ 0C 1]-30-GO ' a 17-00-00 I o +� 3q-0o-00 - - UniS_a: - - versior. 35.'/.3 DL.LL DfFL - 1.12' NS D NOTES: RUN OAt�: 2-15-9B .i= LL DEFL - 0.56' < BRG-S?AK/]60 1. iROSSSS MJ���FACT'1RED 2Y - DL.LL 40RZ - 0.61" At C DAVIDSON T_NCJST0.?£S [S: SI2E LUM9ER _.15FB SPAN/DEFL �DL-LL) � 3e6 2. ANALYSCS CONFORMS TD U9[ IANS:/T?I 1-1995) . TOP 0.9'_ 2X 4 5?-tl= 2130 p�TING [ONFORMS T�, S�1 3 . WIND LOADS - UBC, 198° 57STN BTM 0.'ii ]% 6 SP-pl 1900 TRVSS IS D°_SIGN=D I` A HHS 0.6'_ 2X S 52-R� 1�20 (GRO55 AAEA ME?HOD) MA?N G".`1C-FOPCE R�5 SYST.EK EXCEPTIONS: VERIFY PLAT.° VALUES w�'"H ' 2X < SP-#3 980 YEE-LO& GORPORA'IION GiND SP.ED - BO MPH I-H N�AN ROOF HEIGY.T. - 25' E-N SN4'_ AS I-Y. GRIP BASe� ON SYP LL7MBER E%PO°UR°_ CASEGORY C REPETIT:VS MEM9ER 5'RccS L'S°�. PliATES - 20 GAUGE TL-2o o OCGUPANCY CATEGORY - 1 GRIP?ING iE":-393 PSI PER A_A yASERAL 9RACING: INCLIID2S 15.Ok 2NC�REASE 4. UNcAL)vtiC_D LCADS C!+EC>=� YOP CEORC - CONTiNU0U5 SENSION 1030- 934 PLI PEA PAIR ISINHLN LD FAC - 1.0�. �.��1 � BTT1 CHORD - SHEAR 970- 49d FLI PER PAIR 5. BULDING JES?GNHR ?5 RES?C�SI9LE .°OR AD�,^.:lA:= MAX D?ST ?OR 'IHE rO�L�W?NG DESIG6 OF 7kUSS 2o a�G HEM6E7S ?S d8 2F. .'T TYPE PLATE SI2E X Y A 2101 5.00 %13.00 17.4 9.6 P:.ATE CO[NSC?ION WH?CY. A-H H-G F-E �-C p1,LOW5 0.81 iNCH°_5 OF MAX ➢IS? FOR ALL OTH°_R H 100'_ 5.00 X 8.00 CTR 1.9 MEMB°_RS IS .20 IN. C 2101 5.00 X12.�0 1�.4 4.6 HORZ. MOVEMENi Ai JOIS? C D 60'11 8.00 X 8.00 CTA 5.2 6. FaSS°_H ^RUSS TO eRG A iROSS 52AC<NG - Z<.0 IN. � FOR 30) La5 OF ❑p�1tT. E 1010 4.00 X i.00 C'IR CTA WHILE P°RH:°.TIYG NO UPUAd9 LOAD CAS2 #1 F 1010 4.00 X 4.00 RR CTR MOVEMCXT OE WALL OR B4G. LOMBER 5:'AESS ZNCREASE: 15.Ok G 1030 6.00 % 4.00 CTR C'°R Fi 1C10 4.00 % 4.00 CTR CTR '/. FASTCN TRL`55 ?0 BRG C LOAD2NG LIVE DFAD (PSF) FOR JO] :.BS OF UPLIFT TOP CFID 20.� =0.0 T :001 2.00 X 4.00 CTR CTR NHILE P_RHITT-ING NO U?�'1AR9 6iM CXO 0.0 10.0 �. . J 1110 5.00 X 6.00 CTA 3.0 MO�EMENT OF WALL OR B�G. TOTI�L 2C.0 20.0 40.0 , R 1010 3.00 x 4.00 CTR CTk SUPPOfi^ CA"E&IT L 10.0 3 .00 X 4.00 [T0. CTR M 1110 i.00 X 6.00 CTR ].0 FAEAT_CATOR NGT.ES: � JT TypE HORZ VERT WIOiF N _001 7.00 X 4.00 C2A CTR �1.ALL CONTINSIOUS LATERAL LBS LBS LN-5% BRACES MUST BE R=S'1'RA�NE� A F?N 0 1360 4• 0 TO PREVENT_ LATERAL MoV£HENT C [{pgZ R:.A 0 1]60 4- 0 OF iKE SAACf :F ALL BRACED NEMHERS BUCR:.6 IN TH2 SAME LfFT. A:GfiT DIRECTTOP. SE£ H?8-91 HE£L OIN - SS% OIN - aSX 5{7�HpRY SHEET FRAME � ' (OHANGE SHE£TI O:c BUILDING MEMH°_A ?O�CE$ (Li5) DESSGNER +�EQVIREMENTS_ ?OP CMORDS yGZ.BOTTOM CtiORDS Y1S'•NOJ'. >+�'-'G A-[ . e0G9 C =-J • 5��1 C T� D?REC':.Y +PFLIHD 15UC9 AS S-K • :?20 C %-B � 3E5.^. C �. H Bjn IS F'iLER FA°AS! TO 2nl'_ g-L • :550 C �-H • a�2. C er B 6RACih: ?cA 4E0'JIREMEV�3 q-N . i-�= C 4-C � 6049 C O��O�STE9���', S°^.T�"ON^OF•"llI5 DRAF'I�C�^ 90TTCM CSORDS s - A-N � 5'e76 ' 4-G' �� - 4905 T +� ��Q NO' pN6RE DRYaALL OA OTHER ,iev T ,_= are� r ' 6091Q419 ,_�; G-D + ' � SHT'G :5 DiR'c.'.ILY APP:." p_r . ;505 T- =-� �� �63o T gjA'�'�� THE PEAMAH°NT HM1ACING WE55 A �'�� ULL29 ?OR ON TNE BOTTOM I_H . 293 �C H-J - 6`-' T 90 4/ CHOR^ NEiD NOT 9� AFP[.i2D. ,7.G . 34J C G-K .. `'a' T � 3 .ASL 9iLLE3 aN� 2LOC%NG "!95 = D-8 - 3029 T '�Y.".�c;t)...,��E:- K-p . q�.�.._� ' .c M°_MH]RS NO? A PART OF ?'-+E D-L • �94 C L.F = SB� T �� r y gi�°��� ' / / TFUC'URAL ANALYSiS TO BE p_M - 5<3 G M-E. • 65i T. �7��✓/( ! ��p� PLA'=� ti=TH 3.5- x *' E_N - 29] C i/�'J MAY D 1 1�� PLA-=S M_NIMUM. 0�/04/�98 MOK' U9: S2 F9S L31�ii383440 U.4\'IllSU� 1>'ll --•- �ci�-'..�� .���� �QIIp,ZI TYPE SPAN Pl-Hl OVSRT3ANGS JOB �� 4 SCI2 340000 6 1104 1104 RyI,� ap�g5^'" A LCR221 Sxe= DG 19-02-00 B DG 19-02-00 HO 6-03 3X44 Jx4� HO 4-03 i 1� K L 6�6 i T1 2 T1V Sx6� J 5 M 8-10-07 y[4� 5 2X4% I 4 O N 4-10-OSD BxB= y� I $x12� n H1 0 q_�7.5 6z42 8� Q SC12� _.l_ A 4x4� 1� p {x{� /,. � Lo ° i�•ao-oo �^� t��� n-oo-oo I ecl i�-oo-oo i'+-oa-ao I � 3Q-00-00 OniSCar -- Vers_or. 39.�.1 DL.LL DHFL = ?.i[' At U NOTES: RIIf7 DATE: 2-19-98 LL Dc?L = �.56' < 0kG-5?AV/?60 1. �RDSSES MF.NUeACTL'REC BY - OL.LL HOAZ . 0.81' A: C D.1C:DSD� ?tiD�BT.Ri°5 SPA!]/D�?L ;DL.L' 1 - 764 ]. AN11.Y5:5 CONFO0.H5 "O [S= 5:2E L'JMBER 1.'ISF9 � pg� (p,NS?/'�'P£ 1-19951 . ?OP 0.93 2% 4 SP-pl 2130 p�pTING CO.�'FOANS �O T?I 3 . W:ND LOADS - I1BC, '988 -DiTK gTY•l 0."12 2X e SP-#1 194C TRUSS IS DES:GNf7 AS A NB$ 0.6' zX S SP-M2 P2� (GRO55 AREA M_°iNOD1 MAIN WIN'�-FOACE 0.:5 SYS°EY EXCEPTI��S: �1E�2IFY PLATE VAL`J�S aI':'� � 2% 4 S�-kJ 960 'TEE-LOK CORPORAYION W:n^J SPEED - BO MPA I-H M=.4N ROOF H°_IGH? - 2�' E-N SAN- AS .I-H GRSP BASEO OK SYP LIMB'cA r P�ATES - 20 GA9GE '"L-20 EXPOStiRE CA'='EG04Y - C R£PETIT;VE MEMH_B 5'+�.55 VSHC. GRIPP:NG .561-39] PSi PER PAix OCUP.'..^�CY C:.'HGORY - 1 ZNCL[IDES 15.Ot ?NCAE.ASZ S. UNHAI.ANC'nC LOAOS CHcC6£D yATEHAL HRAQNG: yti- {7qEi.N LD r^AC = !.00, O.COI . SOP CNOR➢ - CON"?WOL'S TENSZON '_030- 91n PLL P=R -R ( HTM CRORD - SHEAR 970- �98 PL= P=d PA=Q S. 2::.�DING DES'.GNOA :5 RESPOHSIeLS FOR A➢EQUA?E MAX DIS. FOR TAf FOLLOWING DES_GN OF CRGSS TO BRG MEN9EF5 IS Bfi I!I. J' 'YPc pWTE SI2E X Y A 2101 5.00 %13.00 1'1.4 4.6 P:.dTE CON1_°C':ION WHICH A-H F.-G F-E E-C Ai.:.OH'S O.B: _ACH65 OF MAX �=ST FOR ALL OTF:E4 b JOC1 5.00 % 8.00 CT_R 1.5 HOR2. MOVENENT AT_ JCrrr � MEMHERS IS 1l0 IN. � C 21C1 5.00 X12.00 19.4 4.6 TRO55 SPFCING - �<-� I:Q. D 60�1 8.00 X 8.00 C°.R 5.2 6. FAS?EN TAUSS TO BRG > E 1010 C.l1G % <.00 C?R CIR FCR 10] L95 OF L'2L'.Ft. ' 1C10 C.CO X S.00 ['R C^2 N9:L°_ ?°RM?T.T'NG NO VPa.�R� LOAD GSc Y: ' ' M1tOVEM-Nt OF H'ALL OR BRG. LUMHER STRE55 iNCR:.aS°_: 15.Ok G 1a10 a-00 X 6.00 CT0. � C^A � ETSTE^1 TRUSS TC BRG C LOADING ..��=' DEAD (p5F) H 10_0 4.00 % 4.00 CSR CTR FGft 3:3 L95 O.° CPLIFT. TOP CND 30.0 1�.0 I 3001 2.00 X 4.00 �'TR �TR WNILE PERMI?'_ING NO U2WARD BSM CH� �.0 10.0 J 111� 5.00 X 6.00 CTR 3.0 HCV=M3:vT OF WAL:. 04 BRG. TOTAL 2�.0 20.0 40,0 R 1010 1.00 X 4.00 C^.A CTR SUPPORT fSITERIA • � L 1010 3.0� X 5.00 CTR CTR J'}' TYPE NOR2 VERT NIC'IH M 1110 5.00 X 6.00 CTR 3.0 L2S L65 IN-S% N 1001 3.00 X a.GO CTA CTR A pIN 0 1359 5- 0 C HCRZ RLR 0 1359 S- ] yEFT RIGR: %EEL. OIN - <S% OIN - 45X MEMBER FORCES (LB57 TOP CNORDS p-I - 6049 c �-� - s»o c Qb�,. He/qs J_g . 4"120 C X-B = 3650 C g-L - 3650 C L-M � a'IZO � o �p�STEq��,�� M-N - 57�1 C N-C - 6049 C 50TTON. CfiOR�S > Q� a0. J�-N - 56]6 T Y.-G - 4909 T �' 60910419 � C_p. _ 41'6"/ T 0-r • <16� :' STA�� F-g � a90R T E-C = 5636 T WE05 '� �Ii-l`�' jV�� I.H . 25] [ H-S � 655 T. \ ..__��r]C' ' � � �_G . 5:3 C G-K . SB� - ;�,�...:i;�u:� g_a � "!94 C D-B � 3029 T `y �:�:,�,.�.• ❑_� . oss c ;.-F - se� x M;;{ 0 1 1998 p_M - SC3 C M-c = 65`. T g_N = 1?1 C L� OS/04/98 6fON 09:51 FaS 131ii3834�10 D:1\'IUSU\ 1\U - -- �<��a.0 �_*. , QVp,D1 TYPE SPAN Pl-Hl OVERHANGSISOB MARR 6 6 4 410300 6 1104 1104 RyI,ND �pEN�NgST" A LCR221 � 5xo= oc zs-az-io . c z�-oz-:o e xc c-o, xo a•a3 Ty2 Sx6% rl lU Sx6� l � y ' I 6 2xa O 1 y 2xa�i 1D-0�-15 G ,y� /� S '^:L il � Z fr 3 � a 4xG- 4x6= q � A ' ,� B1L F 5. '� S2 D B1L G `J 4X6= 3x6= E 3x6= 4x6= SX70= o� �. TCI^I 2a-0�-09 i 20-C7-OB � � 41-03-00 ' 8C I _ . � 61-03-00 - Verslon 39.7-3L PLATING CONFORMS TO TP= NOTES: ORiSCaI - 1. ^RL`SSES MANJF�i::'U0.E7 B° - R� DATT_: 2-19-98 (G�OSS AAEA ME':HODI VSRIFY PL1'f°_ VALUES AITe? DAV?DSOS !N7(:52RT-'e5 CS? SIZE L7)'.BER _.15FB SEE-LO% CORFORASIDN 2. ANALY5:5 COKrORMS T.O TOP 0.84 3% 4 SP-Y� =�10 GA'_? H75ED ON SY? LGTiBER QBC (NdS:/TP_ !9?51 . BtH O.B3 2% a 5?-tl1 2130 PLA7E5 - 20 GAUGE TL-2C 3. NiND LOADS - JHC. 196e °D:Sti GRI?PING 561-i93 PST_ PER PAIR :RV55 IS DESLGN'cD .15 A WBS 0.57 7X 4 SP-N2 1'120 MAIN WIND-FORC= ��5 ���ST°_M AEPETSTSVE HEMB£R STR_°55 USED. INCLODES '_S.OY iNCREASE TENSION 1070- 9]4 PiI PER 7AIR WIND SPE=D 90 M.?� yAiERAL 'eBACING: SF2.�R 9�0- 49B PLI PER PA!2 MEAF RCOF N=IGHT. - 25' EX205UR°_ �CFy _ � TOP CHOR� - CONT`_NUOL'S OCL�2A.NCy�C:. :G00.Y - 1 BTM CRORD - CO�S:RUOUS � J= TYB6 PI.�T°_ S:2E X Y ONE BRAC' - F-E ° B 20C1 <.00 X 6.00 6.2 3 .5 4. UNBALAVCEO LCA�S Cti'cCK'cC TRV55 SPdCING - 74�a =�� H 3001 5.00 X 6.�0 C'1'A 2.4 (UNBLN LD FAC � 1.GC. 0.001 . C 20G1 <.=0 % 6.00 6-2 3.5 5. ?AS?SN :R�55 -G 3RG � D LO1C 4.90 % 6.00 CTR C'.R ?OR 36i �95 O.' :1F!.C_'-• LOAD CASS Mi £ LO'/C 5.00 X10.00 CTR CT2 WHILE P=RMi-�SNG �70rVP:iA0.D L[MBER S2AE55 INCAEAS°: =5.a� 1010 4.00 X 6.00 CTR C'!'3 µpVEH°_NY OF wALL OR BkG. LOADING LIVE DEaD f�5F1 ° 6. FAS?EN TAC55 '[0 HRG C SOP CHD 20.0 _..-.. G 100_ 2.00 X 4.00 C'.R C'R ^ ^ N 1130 5.00 X 6.00 CTg -',� FOR i64 L9S OS VPL_FT, 9TM CXD 0.0 10.0 wH:�p pc�Ml??�[:G NG UP'�ARD TOTAL 2C.0 20.0 40.0 I 1110 5.00 X 6.�0 CTR 3.0 - wp�L Ofi BRG. SVPPOR'. CdIT_RIA J 100: 2.00 % 4.00 CTR CTR MOVE4E9+ O: J•�• Typ� 4CRZ V6RT wIDTH SI 1'_UO 3.00 X 6.00 CT0. 0.2 L85 L2S IN-5% S2 1100 �.'�0 % 6.00 CTR 0.2 FABRICAT.OR tiOTE<_: 0 1650 3- '8 �1.ALL COY'f:N:i0V5 :-a`�Ra� A pI> ' BRACES N.fIST B? REST4AI`1^cD C HOR2 ALR 0 1e50 3- 8 TO PNEVENT �T-ERAL MOV'eMENT 0? T_HE HRACE I� AbL BRAC°_D LErT 0.IGY.T MEMB°_RS BCGRL. IR THE SAMc HEEL OIN - 45X O-N - 4SX DIRECCIO�. SE°_ HI9-9: SUMM7�RY SH£ET FRAHE 4 HEMOER FORC�S (LBS) (ORANGE SHE£TI OR eU-LDING ?CP CN03C5 D�SIGRER R°_vL`I0.fME�=S. A-G - 2968 C G-H = 2672 C N-e - :eas c a-*_ - :e45 c I_� . zevz C ..- • 2962 c 90:COM C403]5 A-F • 165i T F-�_ � 2155 T S:-E - .2'_54 T r.S2 - 2_56 T ��. H A�� 52-D � 2i>4 : - `_" . � wess c � y° �STEq 8�� �_F - 39.. � r-'� � Sao T p (`� (C '� H_g . 9'<; C _ ' . '-249 7 d '7 � N�• E_I � '12' C :-., _ 5<6 ^_ a �Qg�Q41s � � p�,7 . J9G : F{T� �JTI���. OL•LL CS?L • 0.6d" :N 3-I b.� '�'{`j��� LL DEF- - o.l�" � 3FG-SPAN/360 �; ,�i. 5?AN/DEFi, (��•L_1 - l3l ''+'V1jJ!•[r',�.� z''��:,.��-_,:� • ���� �9 r/I� µpY 0 1 19� ` O5/04/98 MOS 09:51 FAS 1317i3&3440 U.a1'Ill50�� 1\U -��.. 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MORTON STREET MODEL: "PENHURST" ELEVATION A FRANRLZN, IN 46131 OPTION: 4'GAR EXT,VAULTED MSTR BDRM (317) 738-3211 : & BAT'H OPT #275 (S00) 787-3211 LOT# 142 PLUM CREEK NORTH FIGURED BY: LC DATE : 02/18/98 ------ -- ------------------------ --------- MARK QUAN TRUSS TYPE PITCH 0/H FT,SIN-16 �/H REMAFcKS . ---------------------------------- - - a g 6 CONII•IONS 6 . 00 11-04 41-03-00 11-0 _ ---- - - — — -- -- -- ---- ------------------ --------- --- -------- -- -- - - -- D 1 G.�LE 6 . 00 1L-0? 41-03-00 11-04 W�/NG/SHTG�L1"EBELW B�C. --' - - - - --- - - -- - - - - ' ______ ___"_' ______"_' __ _ _'__ '_ 1, T ________ __ }� 1 GABLE WA:�L 6 . 00 11-04 34-00-00 11-0� W/ 5/6 STURDI-R SH_G . HANG SHTG . 1" BELW B .C . - --------- ---------- -- -------------- ------- B 4 SCISSORS 6 . 00 11-04 34-�0-00 11-Oa ------ --------------------—---- -- - --- —- - - - — ------------------ ----—----- -- ?ER DR�WING gl 3 SCZSSORS 6 . 00 11-0? 34-00-00 11-04 S . C. FILLER - -------- ----------- C 11 COMMONS 6 . 00 -- ---- - ------- 11-04 34-00-00 11-04 -- --- --- - - -- -----——--- ------- ----------- - - -- - - -—--- - --- ---- - - C2 1 COMMON 6 . 00 11-04 3?-00-00 i1-04 W/ STUDS PER DRP,WII� - COVER TRUSS ON THE I�.F� • �VG/Si-ITGBLI"LBELW BRC� ----- -- -- ---- ------------------------ ---- --- --- -- - - -- - -------------- - ---- g 1 STUE GABLE 6 . 00 00-00 25-00-00 11-�4 Sv/ 3/16" BLU ENRGY BRC COVER WITH 0/H ON THE R\Co� � _ f?T'NG Sn'_G. 1" BELW 3 .C. ------ --------- - ---- ----------------- G 2 STUB COMMONS 6 _00 00-00 25-00-00__11_04 _ ___ ___ _ _ _ ----------------- --------- -- --- -— ------------- M 1 3-PLY GIRDER ' 8 . 00 i1-04 20-00-00 11-04 CUSTOMER TO NAIL_°LI_ ----- -------- -- - ----- - - ------- - ------ -- --- ---------------- -- ---- ----- - T7 1 GABLE 8 . 00 11-04 20-00-00 11-04 w�/NG/SHTGBLI"E�ELW BRC�. ---- ------------- p 1 COhII�10N S 00 11-04 20-00-00 11-04 ----------------- ------ ------- --- - -- - -— - - - --- - ------- K 1--G��,,- -------- -6 . 00 11-04 18-06-08 11-�a W�NG/SHTGBLI"EBELW BRC- ---- ----- -- --- -- --- - ------ -- - ---- -------- ----- - - - -- - L 2 COhL�'!ONS 6 . 00 11-04 18-06-08 11- -- - ----- -- - - -- -- - - - --- - I? 3 MONOS 6 . 00 1i-04 18-03-00 00-00 - -- ---- -- - -- --- - -- - - - - - - - - - - - - - z� 10 . 00 11-04 12 -04-00 11-04 W/ 3/16" BLU EN�GY BRCS - -- -- ---1' GA3L_ -- - - Q - - -- - -HANG SH�G . 1" BfiLW B . C . - - -- - --- -- - - -- - - -- - -— - -- - -- ---- --- — -- --- -- --— - - - - - - - - -- - - - - - - - - R 1 2-F�Y GIRDER 10 . 09 11-04 12-04-00 _11-04 CUSTOMEP. TO NA_TL PLIES - - - -- - - - - - - -- - -- -- ---- -- - --- -- -- ,7 1 MONO GASLE 6 . 00 00-00 9-03-00 00-OC W/ 3/16" BLU ENRGY 5RC COVLR W/ F�EL ON THE �1Co�T HANG SHTG . 1" BE:,W B . C. - - - - - - - --- - - - - ---- - - - - - - - - -- - - - - - - ---- - - --- -- -- - - - - - — - - - — - Tp=G: \TO�LCR221 JB=G : \T�A\LCR221 --- --- ---- --- — - -- — —----- - -- - ----- - - - -- --