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1321.98 Truss Plans
�_ V��:�.v: . " * CABO MEC 93 COMPLIANCE * Builder RYLAND HOMES Submitted By R.H. TRACEY Page 1 of 2 Model Geneva Date 06-15-1996 Options Half Bsmt .Wa11 Insul . Deg. Days 5630 Indianapol Type Single Family Filename GENEVA ----=----- ----- --- -- ---- -- ---- --- --- -- - Uo Totals � Proposed � Required --------- ----- -- --- -------- -- - --- -- - -- -- Component Area Uo Total Uo Total Walls 2910 . 130 378 . 132 384 Ceilings 1336 . 026 34 . 028 37 Floors 235 . 047 11 . 050 12 ---- - - ---- - - - --- -- ---- -- -- --- - Floor§ (Open) 24 . 035 1 . 028 1 B&mt Walls 624 . 080 50 . 097 41 ----------- --- ------ - --- ----- --- - -- -- -- - This House Qualifies With Total Total � 473 � � 475 U-Value Calculations ------- ----------- --- - ----- -- - - - -- -- -- Specifications Uo Calculations --------- --- --- -- - - -- - -- - - - -- - - - -- - --- --- -- - - Walls Size O . C. Insul . Sheat . Component Area U-Val Total A Frame 3 . 5 16 13 3 . 0 F=ame Wall A 1916 . 066 1: - . 2 B Frame 5 . 5 16 13 3 . 0 Frame Wall B ' C Frame-Gar. 3 . 5 16 13 . 45 Frame-Gar. 0 297 . 082 24 . 38 D Masonry 8 N/A 11 N/A Masonry 17 E Basement 8 N/A 11 N/A Ring Joist 9 . 5 24 19 3 . 0 Ring Joist 222 . 046 10 . 21 ----------- --- - ------ -- - ----- -- - - -- Window A 422 .48 202 . 5 Doors Panel Glass S. C . Window B A Metal . 19 . 62 . 88 Window C B Wood . 46 . 62 . 88 Door A-Panel 46 . 19 8 . 74 C Other poor A-Glass 7 . 62 4 . 34 ------------- -------- --- -- ------ - -- Door B-Panel Ceilings O. C. Insul . Sheat . Door B-Glass A W/Attic 24 38 N/A Door C-Panel B No Attic 16 38 . 63 Door C-Glass C Other Totals 2910 377 . 5 ---------- ------ ----- ----- ---- - -- Uo= (Ut/At) . 130 Floors O. C. Insul . Cover -------- -------- - ---- -- - --- - A Non Cond. 16 19 1 . 23 Ceiling A 1336 . 025 34 . 0 B Overhang 16 30 1 . 23 Ceiling B C Slab N/A 5 Ceiling C -------- ------ --- --- ----- -- ----- - -- Skyight A Windows U-Val S .C. Skylight B A Vinyl . 48 . 88 Skylight C B . 52 . BS Totals 1336 34 . 1 C .48 . 88 Uo=Ut/At . 026 -------- -- - ---- -- --- - ----- -- ----- - ---- - -- - --- - - - --- --- - -- -- -- - Skylights U-Val S . C. A Standard . 60 . 88 B High Perf . NOTICE : Users of this software are responsible C Other for the specif'ications and dimensional data --- -------------- --- - ----- -- used to generate this report . The developers of HVAC Equip Rating the software are in no way responsible for the Gas AFUE . 78 misrepesentation of any building due to errors , HP HSPF 6 . 8 omissions , or any other misuse of the software . AC/HP SEER 10 - --------- -- ---- -- - -- - -- ---- Page 2 of 2 Builder RYLAND HOMES Submitted By R.H. TRACEY Model Geneva Date 06-15-1996 Options Half Bsmt .Wall Insul . Deg.Days 5630 Indianapol Type Single Family Filename GENEVA ------ ---------- ------- - Dimensions - - -- - - -- -- - -- - -- - --— -- - - - - - - - -- - - - - - - - - - - - - - - - - - -- - --- - - - - - Walls � Frame A � Frame B � � Gar . Com. C � Mason.D � Mason. E � Basement- - - - - - - - - - -- - - - - - - - - - � Bsmt- --- - i - - -315-- -- - - -- -- --- -BSmt- - - - 624 lst Floor 1125 lst Floor Bsmt . 2nd Floor 1248 3rd Floor Misc. Misc . Ring Area 222 � � Windows Vinyl 422 I I � Doors (G=Glass Area - 0=0paque Area) i Metal G 7 O 28 18 Wood G O Other G O Ceilings With Attic No Attic Other Basement Wall A- 1336 Depth Below Grade - 7 - ---------- -- ----- -- ---- - - - - -- -- -- - -- - - - - --- - - -- --- Insulation Depth - 4 Std. Skylites Basement Wall B- HP Skylites Depth Below Grade - Other Insulation Depth - ----------------- -- - - -- -- - -- - -- - g Floors Non Cond. Overhan Slab 235 24 Windows Qty. Description � Qty. Description Qty. Description 1 5412 1 3860 5 3260 11 3250 1 3060 4 3030 I 2 2840 1 2812 1 6080 GLASS DOOR Doors Qty. Description Qty. Description Qty. l Description I 1 GAR. WALL DOOR 1 ENTRY W/DBL SDLITE * CABO MEC 93 COMPLIANCE * Builder RYLAND HOMES Submitted By R.H. TRACEY Page 1 of 2 Model Geneva Date 06-15-1996 Options Slab Deg. Days 5630 Zndianapol Type Single Family Filename genevas --------- - --- -- -- -- - - - - - - - --- - - -- - - - - - -- Uo Totals � Proposed � Required ----- ----- --- -- - - -- - - - - -- - Component Area Uo Total Uo Total Walls 2812 . 133 373 . 132 371 Ceilings 1336 . 026 34 .'028 37 Floors 235 . 047 11 . 050 12 --- --- -- - - ---- - --- ------- - - -- - --- Floors (Open) 24 . 035 1 . 028 1 Slab Edge (U) 125 . 410 51 . 432 54 ---- -- -- - - - - - - -- -- - - - -- -- - --- - ---- - - - - -- This House Qualifies With Total � Total � 470 � � 475 U-Value Calculations --------- - - - ----- - - - - - - - - -- -- - Specifications Uo Calculations - - -- ---- - - - - - - - - - - - � -- - - - - -- - -P- - - -- - - - - - - - -- - -- - - - - Walls Size O . C. Insul . Sheat . Com onent Area U-Val Total A Frame 3 . 5 16 13 � . 0 Frame Wall A 1916 . �66 127 . 2 B Frame 5 . 5 16 13 3 . 0 Frame Wall B C Frame-Gar. 3 . 5 16 13 . 45 Frame-Gar .0 297 . 082 24 . 38 D Masonry 8 N/A 11 N/A Masonry D E Basement 8 N/A 11 N/A Ring Joist 9 . 5 24 19 3 . 0 Ring Joist 124 . 046 5 . 706 - ----- -- ----- - - - - -- - -- --- ----- - - --- Window A 422 . 48 202 . 5 Doors Panel Glass S . C. Window B A Metal . 19 . 62 . 88 Window C B Wood . 46 . 62 . 88 Door A-Panel 46 . 19 8 . 74 C Other poor A-Glass 7 . 62 4 . 34 - ------------ - - - - -- - -- - - - -- ---- ---- Door B-Panel Ceilings O. C. Insul . Sheat . Door B-Glass A W/Attic 24 38 N/A Door C-Panel B No Attic 16 38 . 63 Door C-Glass C Other Totals 2812 373 . 0 - ------- - - - --- - - - - - -- - -- -- --- - - -- - Uo= (Ut/At) . 133 Floors O. C . Insul . Cover ---- -- -- - -- - ---- -- ---- --- - -- --- - - A Non Cond. 16 19 1 . 23 Ceiling A 1336 . 025 34 . 0 B Overhang 16 30 1 . 23 Ceiling B C Slab N/A 5 1 . 23 Ceiling C ----------- - - -- -- ---- - - - - - -- --- --- - Skyight A Windows U-Val S . C . Skylight B A Vinyl . 48 . 88 Skylight C B . 52 . 88 Totals 1336 34 . 1 C .48 . 88 Uo=Ut/At . 026 - --------- - --- - -- - - - - -- - - - - - -- - - - -- ----- --- - - -- --- -- - - - - - - - - - - Skylights U-Val S . C. A Standard . 60 . 88 B High Perf . . 32 . 5 NOTICE : Users of this software are responsible C Other for the specifications and dimensional data - - ------ ---- -- - --- --- - -- - -- - used to generate this report . The developers of HVAC Equip Rating the software are in no way responsible for the Gas AFUE . 78 misrepesentation of any building due to errors, HP HSPF 6 . 8 omissions , or any other misuse of the software . AC/HP SEER 10 - - ------ -- -- - -- - - -- - - -- - -- -- Page 2 of 2 Builder RYLAND HOMES Submitted By R .H . rI�:CEY Model Geneva Date 06-15-1996 Options Slab Deg .Days 5630 Indianapol Type �ingle Family Filename genevas ----------------------------------------------------------------------- ------------------------- ----------------------------------------------- Dimensions ------------ --- - - -- - - - - - - - - — - - —- - - - - - - — - -- -- - - - - - ----- - - - - - - - - - - - - Walls � Frame A � Frame B I IGar. Com. C � Mason. D � Mason. E � Sasement Bsmt . 315 Bsmt . lst Floor 1125 lst F1oor Bsmt . 2nd Floor 1248 3rd Floor � Misc. MisC. . Ring Area-- -124- - - - -- -- --- - - ---- --- --- - - - - - - - -- - - - - - - - - --- I -- - - -- - -I - - - - - - - - I Windows I IViny1 422 I � ------ ---- --- - - - - --- -- - ---- -I -- - -- — - - - - ----- - - - - - - -- - -- - - — - - - - - - -- - — - — - I Doors (G=Glass Area - 0=0paque Area) � Metal G 7 � 0 28 I I 18 i Wood G � O Other G O ---- --------- -- ---- ---- - ---- --- -- - - - — -- - - - --- - - --- ------- --- -- -- -- -- --- - - - - Ceilings with Attic No Attic Other Basement wall A- 1336 Depth Below Grade - ------------ ----- - -- -- -- ---- ------ -- -- -- - --- -- - --- - Insulation Depth - Std.Skylites � Basement Wall B- HP Skylites � Depth Below Grade - Other I Insulation Depth - ------- - ----- -- -- - - -- - - -- � - -— - ---g-- - - - - - -- - - - - - -- Floors Non Cond. Overhan Slab 235 I 24 125 - - - - --- -- — - - - - -- - - - -- — ---- ---- - --- - - - - - — — -- - - - Windows Qty. Description Qty. Description Qty. Description � 1 5412 1 3860 5 3260 i 11 3250 1 3060 4 3030 i 2 2840 I 1 2812 1 6080 GLASS DOOR I Doors Qty. Description Qty. Description Qty. l Description I 1 GAR. WALL DOOR 1 ENTRY W/DBL SDLITE 39J T01S5 GrABLEYS �1,tY —I i�l� GENEVA EL_A 407�77 LH 5^.G7f70 � Eagle Builtling Pmtlucts 7.700 s Sep 20 1595 MiTek Intluslnes,Inc. Mon Aug OS Ud�07'1? 1'JUG Papc 1 IND�/ �0.1�-4 �Yao _} zbaa iF�L� an.� iydo iio-o an-a 4X4= 2 6.'JOr2 k,� �� d � � M � vI :..>si..sa4.i>> .,. ..,n.,3�. ::..�:< �"�'�l%� .,'r".�'a^�°'^^�„>�......�,,,¢L��i„i,.�.�:.....>.�,s:"'°"�'�'�s 3�:ei,ir.> . i , , '. Id Q . r.,.i. /F . p_ ...............:'i............_._...u. ...._....z..5 . . �. � 4 3 3z4= 4x4= 3x4= 2640 2660 LOA�INO(psn SPALING 2-0-0 C51 DEFL (in) (loc) I/dell PLATES GRIP TCLL 20:0 Plateslncrease 1.15 TC 0.00 Ven(LL) 00a / "" M2a(20ga) 194/162 I I TCOL 10.0 Lumbe�Increase 1.15 BC 0,00 � Vert(TL) OAO / "" BCLL �.0 RepStcer.slncr Y`c5 I y�,�g 000 Horz(TL) 0.00 :::a BCOL 10.0 CoOe UBC�9 a I Mia Lengin/LL dell=360 Weight:179(Ibs) IUMBER B:.ACING TOP CHORD 2 X 4 SYP No2 TOP CHORD Shealhea 80T CHORD 2 X 4 SVP No2 BOT CHORD 1�4 6-0-0,J�42A-7. OTHE.3S 2 X 4 SVP No.3 FORLES _ NGTES t)Gable tequires continuous hottom ch�rd beanng. 2)Gable stutls spacetl at 1fi inches on center. �3)Gable stutls eaceeding 72 inc�es lengih�o be IateralN bracetl at mitlDoinL For sWds exposed to vnnd,see MiTek"Stantlard Gable End�elail". 4)Stutls to be(astenetl with 2x4 M20 plates. LOADCASE�S) Stantlard `�OQ��N•W;.�',.�8(�i� '�``�<c���:-••, F�= AU.�•4�7..1�96 � :;�. `._�•., c r, ••. � Si�r_ ^F ° i��,' — STEP T U!,,,,. I " 9�'•._ .�:•'�c�,r � � CABLER ,� �1'DI,y^� ,.�.>>`` � � �t4 ; 14780 :� . '',��'�,,S��NAI ET�,•`��`` ���nunn��q YS'.�'e��. � :w ? ��nuunH ����N,�C ��F Q ,����i '61�it��.Pc,G1$7c(LF'-''��v�' • ,�. ,�Q . Hio .., .., FS•• ._ .. . �� �,. ; 5 .•'' '•. . f • • � r,,��'�Ou�uw��'. ' ,f SiEPur.�d \4. � k Cfi��l.=c� ?-c � 4i',357 �W: I %p'• • . 4Q'Q:4': �:,'`��.'.�F,CISZE ;��_: �''o S�ON AL�,.�`��, '�n��a,...,.,. ��� Awaxanra-v.rlfu mdm�aara��•••a,w ne.+o noras on rms,wn navaese srne earoru use. �� OmWn vaRC ro�use onN M'nh MRek conneclws.ih6 tleilpn h twud ooN upon paiamebn Y�own,antl k�o�an InCMtlaal bu WInO componenl lo be moloneG anC botletl vetltaRy. APP�abWY ol tlesqn pawmebn anC P�oPe�4�<apomibn ol tanponent b imponslbldlY ol buI1dN0�qnei.not tmv tleslpner.Bwclnp shown b Ia b�eia(fuppo�t o1lntlNlaval�web membeis only.Atltlitbnal lempoiary baclna lo Insaie slabWty tlwlnp contliuclbn b t�e espontlb1111Y ol f�e e�ec�o1. AtlEtlbn01 pe�mananl bwctrq ol I�s ovma9 sVVCivie b Ihe�espomlbtltlY o11M bullOVp desqne�.Poi peneiai pulCance MiTek� reQaiOinp tobikatbn,quauty conVOl,flwaqe,tlelNery,mecibn anC bm<Inp,consv0 OST�!!GualMy SfanEa�tl,DSL W�mcln0 Sp�ctt�eatbn.anG NI��VI NanOlhq Inttallleq aM bxbq 9�eamm�ntlalboovaWbbliom Imss Rab InsllNle,583 D'Onolrb D�Ne,Matll[on.WI53)10. Job rNS: r��,ss ryp� ��v i'�v I f-- ao3 ro? coMnnor� II 15 1 I GEN[VA`tL.A d0]-77 W S'_Gi671 L—.—1_-_ Eagle 8wltling Protlucts 7.300 s Se0 ZU t995 MiTek Induslnes, Inc Mon Avg OS OOA9:17 198G Pa9e 1 611-4 69.a � fJ-0.0 13I�1� :60.0 i�_��.1 0.11.0 641 6:.4 62.12 69-� 0.1t-� 4x4= 3 r 6.00 12 Dc4�� �4 ii 2 4 d �b m m aI Io ° r - g 7 6 � 5 3x5= 3x4= 3x4= 3x4= 3x5= sio-a n-o-�a zsaa ��o-a saii �iaa LOADING(psf) SPAqNG 2-0-0 C51 ::EFL (in) (IOC) VaeB PLATES GRIP TCLL 25.0 Plates Increase 1,15 TC 0.52 Vert(LL) 0.15 7/6 999 M20(20ga) 194/ifi2 � TCOL ZO Wm�erincrease 1.15 BC O.fiS VeC(TL) 025 716 999 gC�� 0.0 Rep Siress Incr VES WB 0.19 Horz(fL) 0 OS 5 Na eCDL t0.0 CoCe UBC-9d � I� Min Lan,r,�h/L' Cell='FO — weighC 121 pCS) LUM7ER� BRAGING TCP CHORD 2 X d SYP No2 TOP CHORD Sneamed or 3�4-11 on center pudin spacing. I BOT CNORD 2 X 4 SVP No2 BOT CNORO t�0'.6-3-0,7-e'.63-D,5-7-,6-3-0,5-6:6-9-0, I WEBS 2X4SVPNO.3 iREl1GTIONS (Ibs/size) 1=t740/0-3-0,5=11J0/03-8 _ I blaz Hurz 1=6<Qoad case 3) M�Upl!fI 7=-153(lotd case 4),5=-15J(�oac csse•�) FORCES TOP CHORD L2=-1705,23=-1486,3-4=4486,45=4705 BOTCHORO 5-6=7514,6-7=1035,7-8=1035,t-8=15t4 WE&S 2-8=347,3-8=549,3-6=549,4-6=-347 NOTES 1)This tmss has been designetl for Ihe winC loads gene2ted by 75.0 m.p.h.winds al 25.0 fee�above ground level,using 5.0 p.s.t.top c�ord deatl loatl antl 5.0 ps.l bottom chord tlea IoaQ 100.0 miles from humcane oceanline,on a category�encbseG builtling,of tlimensions 45.0 by 24,0 wilh erposure C(ASCE 7-93). lumber Increase= 1.33,Ptate Increase= t.37.Both end verticals are exposed. 4)SIMPSON H2.5 conneclors recommentled to connect truss to Eearing walls due ro uplift as follov.s:One wnnector a�joint(s)t,5. I LOADCASE(5) Stantlartl Q��7�oiM/I��JV � .�`� 0 F K fN ..,. .• T '•. ,�.���me��p C�,a`_"; STtPHt1��'�, �.�O��,EN LV. �q•,,� ,����aa�nn����� � : LER o .. E ., . CAB `����-<<,+.5..`,4 8��9,, .`,�Q'� OF py/p,,'�.' :,�{: 14780 '� , _� c'' :��`sT��G,��.; ti=��' . �' "sf�. •P,� �� •�� _ z ,�,z - ., ,�•. ,�ST-��. •�� - '• 2 : : G:'E:FEi : �_ y.��FS,�•... ..•��v • • s' - -- • - • . - �... - ` " r • ;-a �, 4BJJ7 ,. z 4i- .���� o,�q� �.�,:' . U •.�'�i'� �� t @. :?� <:',:�v: +�•a�u.u�' �`'��` '�^••�9��lSSE�':' ��': � ., ;,_:i ,. ; '/'•,i�:�;�A'� E•c,�\�;•�`,` ,%•,�(,,�5; • .....(,�C9,�.. - ,,,,,,,,,, , ,, ir�a�- � .. ���1l111t11e����4 ��� AWARMNO�Vrr(Jy d�slpn pamm�l�n wd RLAD NOI'E8 ON Tffi9 AND RL VER.46 BmE BEPORL V36. �� Dmlpn voI1C bi mo-onN wnh MRek<onnecbrs.l�tl EeLpn h bawtl onN upon paiamebo tliown,antl 6 b�an NCNltival ouNdlnp componenl lo be inslauetl antl baGetl ve�ttalry: ADdka�Y ol Gesipn po�ameten antl popei hcaD��a�bn ol componenl b imPOnsbWty ol bu4tlYq tletqnei-rwl ima despnei.e�acmp snown 4 Iq ble�al suppO�t ol MtlNitlual web'mlmbe�s O�N�AtltlXbnOl�empO�aiy baCMp t0 bsml�HObW�y tlmNq COntlNClbn h I�O ietponUbWtY ol t�e eixb�. AGtlXbnaf peimanent b�acYq ol I�s ovewY sti�c�me k��e ixponswWty o1 me ouldVq aesqne�.Foi peneial paiGance ' �AiT�K odunQ In�a'Iiirq antl traclrq N�com�mwwalbn avalqbb om�n v Pbte m�Iltutef5a3 DSOno b D'nve,MaElton,W,53J1'oaehp Sp�eMCatbn,an0 NI�-VI 1\/1 � -- -- -- , Job Tms.v' imss TyP" O�Y �Ply 793 T07 l.IRDER �—'---- �—__—" �1 I 2 �t1EVn EL A n07.7]LH— ' S�]i712 1 Eagle Butl�inp Pmtlucl5 J 300 5 S��p 20 1975 Miick Intluslncs,Inc. Mon�u9 05 W 0]2^179G I'a9e 1 � 41-i]_ fb:8 H � 6�1-12 �I.tj 4XY - 2 r 10.00 12 / � m � N �I C� --�,; I'� � o O � 4-- � 1 3x6 ii 3 4x4= 4x4= — Sf.i2 13-18 I 6Ft2 61-13 Plate OGSeIS(X,V)', [1:0�0-O,OQ-7],[3'.0-1-7,0-2-7�,�4',0-L12,0-2-8� II LOADING(psQ SPACING 2-0�0 C51 I DEFL (in) (loc� I/tleB PLATES GRIP I � TGIL 25.0 ���a�_slnncase 1.15 i TC 0_41 Ve�(LL) 0.08 �13 93v M20(20ga) 194/i,? �I � �CpL 7.0 LumCer lncr=ase 1.15 � �C 't Ob I Vert(TL) O.0 �i7 4^/9� I BCLL �.0 RcpStiess'nt: N�] � b':B CSa � Ho2(T!) O.Jt - I BCDL 10.0 CoCe U8G94 I —_ I b9in Leng'h./LL Cel!=�'SG `Neight 63(Ibs) LUMBER BRACING � TG?CNOR� 2 X 4 SY P No.^.. TJP CHOHD Shealtetl or G9�0 on oenter purlin spacing. 8'X CHORD 2 X 5 SYP Nc 1 30T CHORD Rigitl ceAinS airectly applied,or 10-00-00 an center Omcing. \NE85 2 X 4 S'/P Nu3 _ � RJ:IGTWNS (ICS/:izzl 1=3`1GL-3�o.3=3�t01�-3.`_ i Max Horz 7=242(loatl case 3) Max UpliR 1=-fi80(loatl case 4j,3=-680Qoatl case 4) FORCES TOP CHORD 1-2=-2633,23=-2633 � BOTCHORD 3�4=1967, 1�4=t963 WEBS 2-4=3�26 NOTES 1)2-ply truss�o be connede0 mgether vn�h 10tl nails as follov+s'. Top chortls connected wi�h t rovr(s)at 12 inches on center. Bottom chords connecletl with 1 rov.•(s)at 5 inc es on ten et. Webs connecled vnth 1 row at 6 inches on center. 2)This truss has been designetl for Ihe vnnd b�atl a9ate�otedl e losed bu�din^n oF aimen�si ns,45 0 by24 0 wi�heezpos re C(ASCE�93j�d Wmbeoatl aea eo P15]�Pla e In ortl�tl�eatl I load,700.0 mi�es fmm hurricane oceanline, g M1' 9� I 7.73.Boih end verticals are exposetl. 3)SIMPSON H2.5 connectors recommentled to connect truss to beating walls due�o uplift as follows'.Two each connectars at joint(s)1,3. 4)SIMPSON HU52fi recommendetl to support span camed at 24"o.c.along bottom chotd. � ���� LOAD CASE�S) , �������ry��r 1�Wmberincrease=L15,PIatelnerease=t.15 ,,, ������� „/' ',i��Ge�OFp���-°' ,,��� OF KE� ��� Uni/orm Loatls(Ibs per ft) �� � � � �� Vert:1-2=�64.Q 2.J="64.0.9-d=`�,xD�rc2�,�m.eCqq''., �`' �.�" .,.,,C!�/ '. : '`r�... ..� . �� ,... a, U +., :5 .''d w I 'S•��'rc'��\��F�9''••Fy ' _' . � 2 STEPHEN ' 'v�� ���. ��-:��,; i��� r� . CABLER � . _ � ,� ";;^`.. ... _ 14780 : �� _ - 7.r,:��2 = ° e �,;;i':c.:' �_ � t . • t 5 .-= ,;� � ' "� :. �;(i3i;7 �,`y�a 'O ' ,� s, _ ' ; - ' . . � :�.'� ,Olr�.� .`pr�'.�E` ���. .'�� , ,n . : o-. D �'.9.. ,e.�.' .i: 4 :a .. G(ST�: . [' `�. • c �'•°.�i'��i���:�.'C.�: '�ifi:��(')j� �.� v',` �f��tnss,�•�.. ..•��V�,��� ,% C;. • . ...a•' �..h � , �i� tS<�.l: '" �fL�' ��� �II�� ��':.QL y�i�� ���i�II'`f�L �;�J��`' ���J, U���?���-. \'��� UqIi�1111:f ��� A WARNINO.Yer�fy d��1pn para+rvbrs nnd READ N0763 ON Tffi5 AHD AL VENSL SIDL BCPO%V96. �� Deslpn valq loraae onry wX0 Mliak WnnOClon. Ihb Oeslpn h baMC onN upo0 Pawmelen Y��"'�:a�tl b loi On htlNltlual bulldln9�ompOneni b be insioAeG anC baCetl vaillcaN. �DP�oD11tV ol Cesbn pa�omete�s an0 D����^co�paatbn ol componen�k iesPOnslblYtV ol DuWNp tlespne�-not li�ss tlespne�. Biachl9 s�own k lo�ble�al wpPOi�o1.4WNltlual web memben onry.Atltlltbnal 1empOiary biachp lo Fivie stablltly tlwlnp contlmetbn k t�e rosponLblllty ol t�e eieclw.Atltltlbtwl pe�manent b�oc4ip ol I�e oveial ttmc�am 4 I�e iesponslbtllty ol I�e bvYdlrq tlmWne�.Fo�peneral puWOnce M iTek� �epartllnQ lab�icatbn,quallly coMwl,sbwpe:tlalNery,e�xtbn ontl Uacinp,consatl 051-0!OualtlY S1aMartl,OS!-eG�melnq Sp�ellleatbn.arW NIl�GI XonalVp Irula111M aM�eaebq Y�eommMGalbn avalbCb��wn�wss Pbb NxIINle.383 D'OnoVb D�IVe.Matlkon.WI53I1G. Job imss Truss Typc Ory Ply �79J �OA GA(3LE 5. '___— � 1 1 � GENEVA EL_A d07-]]LH :i�67:i]J I _�--_ Ea glc BmlUm g Pmducls J.JCO s Sep C7 t9'J5 I.t�Tek In�usines, b�c. Mon Aug OS 00.032-1100ii Papie 1 � �ait.a. G�-il —_ ,^-1a n3-�-P a-�i-a . si.iz si.i. aii-� 4x4 = 2 �, 10.00 12 f� (O L � � � o� �,,.� ✓ r' 'e :�", ,;..:�.�r 'o'i« '.'); �f �o ,.;'.r.'.'.,�:,.v.....,.._ :�.: ...........v:;;s. � q ,3 4x4= 2x4 i i 4x4= _ 12-38 12-3 B aia�e orc:ecs(x,h�. fr.o-o-o,o-i-�I,Is:o.o-z,ai-�1 � LOA�ING(psf) SPAGING 2�0�0 C51 �EFL (in) (loc) Vtlefl PLATES GRIP 'CLL 25.0 Plateslncrease t.t5 T� 0.00 Vert(LL) ODO / M20(20ga) 194/162 TCDL 7.0 Lumber Increase 1.15 9C C00 Vert(fL) 0.00 / "" IBCLL 0.0 Rep Slress Incr YES '.`/B C.00 Hr,rz(iL) p.GO Na 7COL '.OA Cotle UBC-9d — Min Lar:�th/LL Gell=360__ _ Weight:92(Ibs) — — LUMOER BMGING TGP CHORD 2 X e SYP Na2 70P CMCRD SheaNed . BCT CF:ORD :' ���P No.2 BOT CHCIID Rigftl cei.ing tlirectN applieq or 10-00-00 on center branng. OTHERS 2 X 4 SYP No.7 WEDGE LeR:2 X 4,Riyhc 2 X 4 - FORCES NOTES 1)Gab!e requires<ontinuous bottom chord bearing. 2)Gable stutls spaceC at 16 inches on center. 3)Gable studs exceeding 72 inches Iengih to be laterally Draced a�midpoinl Por sWds e*posetl to winq see MTek"Standard Gable Entl DetaiY': 4)SWOs to be tastened with 2x4 M20 plates. LOA�CASE�S) S�andard ``` ���y�'���4��� , AUG 0 71996 i ����a4' N,�C���F9 � �,, . I .l`'..` \�•• _ ,,,� n.— � -��:, - L0i� ` " ' STEPHEN V!. - � • 5'"-- , ' , � ' CABLER ' �.9!c� "`rii�`':.^ :'4'Q:�` ��`��ee�u�n�e���� :�i.�: 1478� =�•' F„�� .. ' ��' r` E. OF p � : ��.cj '�NCi` ,,�' ,.� p� ... f'/�'', ='O �. �.. ,c •.,.` �4 � 't . r '1� � l�;/n�� � �� : S . ' � '� U • �`�i R. '`� I ����ii�u�m���N .... . , �i' .h . `I$7E ,.' C' _ �G'rFrlJC;>� P�� I, �s` �U� .,,�� � ` �' i , .. ' '� I�j $/�nJ ,� 1�, — :::`^^.r..:. S�._ _ �I/�///1�11�����, +� : a0d:;! �'���t� '�:�9, ��:�,.,`ra: •�G1S1 r ��: �%,�J��,` . ....o ,����� I -..��or���.�-.,.�� ���� �r ���. ��� A WARMNO�V�r�/N d��lpn pa�amet�r�and�ALAD NOTES ONTAIB AND R6VLR.S6 SIDE BEFORL USE. �� L>.ipn valltl b� us0 OnN w„�'MflOk co�neClqs.ib6 tleflpn b bOSed OnN�D�n Pa�ameb6 MOwO.Ontl k iq an InONIdUaI bWltllnp CompOnenl lo be inPalbtl anE batleCVmlkaNy.;ADP�abtllty ol tlstlpn powmeten anG poPei b�aoipoialbn ol componeN k�mponsrolmy o�bulWlnp aesqnei-not naa tlespna.BiaclnQ slrowrvk la bteial+appotl ol'MdNlCUaI wOD membms Only.AOOBbnal�Ompo�Oiy daCbp�O Insur!slabWry tlwlnp cOns�mC�bn k Il�e iespon4bl�ity ol tne eiecta.ACOBbrwl.peimonent Dwckp ol l�e ovmal stmctme k�hs iesponslblllty ol t�e buRtllrp Ce�q�ne�.Foi pene�a�H11 p� MiTek� �epo�tllnp bbibalbn.OuaNy conl�d,staape,tle Wery.eiec�bn antl Waclnp.consutl GSi-E!GuaIMY rarWarC.DS��EV��acl Sp�ctt�eelbn. NanEllnq Intlalllrq aM baclrp N�comm�rMalb�avalbbb Oom➢uss Rate Ins�llu�e,SB3 D'OnOlib D�IVO.Matlkon.W I53T 0. __ _.. — — .._ ._.._.— — --- Job TITmss Trii;;T'/pe !:1'/ I Fly J83 IITOS CO�AMON n ! t � GEI IEVn EL.n a0].]�LII 52G]r�ta —L_� —� _'__ -...__-'_ ____ --_ _ _"_ Eagle BuA�mg Producis J 71:0 s Sep 20 i795 MiTek Indusini�c,Inc. Mon Aug�5 Otl 07.J0 19JG Pnqe 1 I p.ii-p <_,�.o �do-o —, i5a� �o-o.a a,���,-. oni-a e.tv� :0=� Sal a.t.i.e at�.a 4x4 = 3 10.00 12 ���� 2x4�` I 2x4% N 2 i 4 o � � 3x4� x4�` 3x4' x4 J I N N �� � �I r O � � 6 5 � 4x6 u 3x8 = 4x6 ii . ,ao-o _aao i4ao �aaa LOADING(psQ SPACING 2�0-0 G51 DEFI (in) (IC) 1(defl PlATES GRIP TCLL 2S0 Plateslncrease 1.15 TC 0.32 Ven�LL) 0.1G G/5 999 N20(20ga) 19A1i62 TCDI 7.0 Lumber Incre�se t.t5 � 2C O.SP `�en�'L) 025 6/5 B53 Horz;TL G.02 5 Na BCLL G.0 P.ep atress Incr VES � V.9 .... � Wei ht 120 ICs BCDL 10A I CatlE UBC-9d I I G1In Lern�;Y./LL detl=3f�: 9 ( 1 LlIMBER BRACINP _ TOP CHURD 2 X d 51'P No,2 TCP CHC.-.D Shza�he-:cr 3-a43 on center punin spaang. B07 CHORD 2 X 4 SVP Na2 cOT CHCFJ 1-6:6-3�0,5-6:6�7-0. 'NEBS _^X 4 3YP No.3 '^'E6S 1 Row st mitlpt 63 SLIUER Left 2 X a No2 SYP 3-2-5,Ri;nt 2 X 4 Nu2 SYF 3-2-5 REACTIONS (Ibs/siZe) 1=88B/03-8,5=888/0�3-e Ma�c Ho2 1=-a29(loatl wse 2) I Max UpIiR 1=422(load case 4).5=-122(load case 4) FoRCES TOP CHORD 1�2=-843,2-3=-600,3-4=-608,4-5=�843 BOTCHORD 5-6=613,1-6=6t3 I WEBS 2-6=493,3-6=451,4-6=-193 I NOTES ,�Iw1d,1 00.0 miles fmmeh9rricane oce nl nel000 a9 ategorydl enclosed��ilding of d`m n�sione 45�.0 by 24.0 witheexposu�re C(ASCE 7 93)(O WmbeoadcfeaseO D133,Pla e Inc�r ase= 1 33.Bo�h end verticals are ezposetl. 2)SIMPSON H2.5 conneclars recommentled to connect�russ to bearing walls tlue m uplift as tollows:One conneclor at joint(s)1,5. LOAD CASE(5) SlanGard , q�iG.a„7.1996 , .. �,,�„�„���,,,,, .�'� CF FENT .°�!Q`�cN W. Cq�'''.,. ``�,,�ea,�t,,, �.,\�- j •�..�..- �.. . '�' _ . !F� �.• n-(� �r � �.s�� ' � 9 STEFH£M��'�"'•- � `� ,.`;�; .i�R�o.'°�' �,rS,`. .o,.n,'S'/O�'. ` CABLER - .:j�`!� � ` Y �s7:�p�a,_,; •,:�� �'' � � : 14780 � � _ . c-�-c np _ r.:: ;; ,�;�� - �o'� �; : . ' � > ���..._.: � ,. .r • A,� .�l : r I '' ,•,•`•�'•,.. .•'�:• :^ : Y,,. .-.' .'.° " r r '.'�' .. ..••'• �" . r .�4` < <Jb! � � I� .o i$7'-` [' �J . ,,,vr��`S��YhI Ef``��' � •'�tf� f ��SY�c �,t�``.�` ,,'+�b�O���iu11��`,` 'I �111�11{11�\1 ,,�/�U/�j'�f%�� ,V`y`�1�,� ,�'1)11..u\\i\i ��� �WAR!lING�-Ver�fy d��lpn pa�ametm and RLAD NOTES ON Tffi8 AND RE VENSE H�DE BEFOIt6 U5E. �� Desqn vaiW bi ase onN Wh�MOek eonneclws.1�6 C<sqn b Dasetl onN upon Paiamefen tlwwn.antl k loi en InONltlaol buWYq component lo be instaikC an0�botle0 ve0bally. ADW��Y ol tlesqn paiamelers anC popei Nco�po�a�bn ol componeN k iesponsbl4ty ol ba�Wlnp tleslpnei�nol hev tletpnm.Bwdnp s�own Y loi bleial mppo�l o11ntlN10ual web membeis onry.AtlCtlbrwl lempaary GacMp lo bwie stabi111Y,tlwlnp conN�aclbn b Ne iesponslblllly ol Ne e�eGld.Ftlfltlbnal pe�mOnenl E�aclnq Ot��a Oveial t��ucim0 k�he iesponslbWty ol l�e bvYBlnp tlmWnei.Foi Qeneiol pultlance �iTek ieQaitlinp labrkatbn.qua4iy<onVOl,vlwape,tleYVery.eiecibn an0 Waclnp.consutl CSi�E!Oualtly StonCartl,DS��lC Imclrp Sp�ettkatbn.aM NU�OI � MaMllnp Intlo111M aM/eoe�nO RKOmm�ntlG�bn ovalqbb Vom I�uu F1a�e NslMUte.593 D'OnoM1b D�Ne.MatlY[On.W153)I C. -- -- l ------- ----- --------- - - - - --_ Job Tmsx Tiu;s T�pe Cly IPly �_---- � I— — JP9 T06 IGn�iLES 1 ; t jGGP1GVAELn40'�i7LH 5°tiiii75 i —_ _'—_—.—.... ' _ —.'__'_"—'___—______ '_ —'_'—'"_—"'—_'—'—'__._.. L'e91c[3mWiny Froducts � J J00 s Sep_U 1'tpv'Nie.InJUSincs,Inr, !dcn Aug OS Dt103.72 19UG Payc 1 -Gti.a t0.0.� __ 20A0 �6n_�1 � o-ii.� +oo-o io-0.a aii.a 4X4 = 2 r 10.00 12 � N `� � �� 3X4 � X4�� I I N � r.,T � ��I!� � ICO �...�.r�,......�_ �'�`mmm.�!,^ �:. .-. .;.�� ..�., i � �a,�.u'::v_LiL_a_::�'. v _...�u.�u. . .. ..:.... . �_......., au� O 1,..,„�u „4 ;..3 4x6 ti 2x4 n 4x6 ii _ �o-o-o I zaao LOADING�psf) SPACING 2-0-0 C51 DEFL (in) (loc) I/de0 PLATES GRIP TCLL 25.0 Piateslncrease 1.15 I TC 0.00 Vert(LL) 0.04 / �..� M20(20ga) �9A/162 TCOL 7.0 Lumber Increase 1.15 BC 0.00 Vert(fL) 0.00 / BCLL 0.0 Rep Stress Incr YES W= 0 00 No_;fl'� C OL v!a �GC� 10D Cade UBC-94 I I - 1.1inLenglh/�Ltler1-36l1 I Wei�ht�. lB3pbs) � L'JMBEft fRAG;NG � TOP CHORD '1 X 4 SYF No2 TOP GHCRD SteatteG � BOT CHORD 1 X Q SYP No2 F�T�HORD 1-d;5.3�0,3-5:6-?�7 I (?T}{FRS ?X<SYP No.3 SL!DE= LeR 2 X 4 No2`.'!P 1�2-�5,Rignt:X 4 No2 SVP 1-2-15 FORCES NOTES 1)Gable requires wntinuous bottom chord Deanng. 2)Gable SWtls spacetl at 1 fi inches on cenler. 3)Gab'e studs ezceetling 72 inches tenglh to oe laterally bracea at midpoinC For sNds exposetl to wind,see Mirek"Sfandard Gable End DetaiY'. 4)Sluas lo be fasleneG vnlh 2x4 M20 plates. IOADGA5E�5) Standartl ,,����N��+1����4��� AUG 0 7 1996 ,` Qa . . ^�e � `���:�',`7.�cK<�,�9 ' _ � �.o�C!'(Uk�- i _ . 2�� _ - STEPHEfv �V. ' _ "°:� �- ' � ' CABLER � J�'' �''�91 A'r,P. ••��c`.`'`t': ��: 147 80 � - �: '�f�''••......•"��> J ,e�v»��f�q��� � ,o�' �1 ' , ' '',�"����������G,,`,���`�'t��� �a�e��y��ii� '�riP�,<.c.P`�C1S7:-R.. ��c' : � ii �s�•_" "' `... +. I ; .y. �j�r.as; �J :':!. ,-x ',����o�uu�u''��+ _ Gr:[.'_'.:, - "^J' • E:i..�. ° ..._: »��+,r '�,v�irT�G�G ,'C r� 'r� t�n '.,....... ;ti1,�: %,���'I?1 t�1- �-�;�`�' ��"���inot�"' ��� Awnxarrxc-:v.rtfy d��1yn'paramst�n and REAO NOTE3 ON THI9 AND REVERSE BIDE BLPORL US6. �� Desqn valltl bi me onN�^'��� Mllek connxlds.inb tleslpn k baseG onN�POn Paiomelers Cwwn.oiW b la an MCNldaal bulltl�n0 component b be installea ontl batled vmibally. ApPlbabllXy ol tlm�pn pa�ameb9 antl p�opei Inco�pO�albn ol componeni k�espOnslblllty ol�WIWhO tlnqne��no�Lasf tlOSlpn<L BwClnp t�own b loi blerOl svppotl ol MdNltlaOl web memElit onN�A�Mb�a������Y aOCbp 10 Nsms CabMY tlailnp Cond�uC�bn Y IM iesponsbuily ol me eiecto�. ACtltlbnal peimaneN bwcinQ ol IOa oveiaY tlmtluie h t�e imponsibYlty ol ihe bulqMq des�]nei. Fo�penewl OulCance MiTek ieQaitlinp tabilcatbn.qualltY�onVOl.�Iwape,tleNVery.mec�bn aM bwclnp,consutl OSi�!!OuoII1V ra�Warq DS4EV�mcirq Sp�ellbolbn.anA NI4V1 � Mon011nQ Inslalllnq aM��OCVp G�CdnmMtlGlb�]valk]bb liom tlVix Pb�e Inslllu�l.593 D"OnoOb D�IVe.Matl40n.W153I10. �JOb iruss- TmssTypc--- "'�" -'—' � n�Y ���--'- —'----�----�'-- T07 MONO + I rEFIE`/�EL A A07�i7 LH 5.^.G7G75 777 _ ��' .—-... __"—'—_' "—_'___"_'__'_'__._'__" ' '__— _—______ --' Eap�e Butlding Protluels 7 70C s Sep 2�1995 IdiTek Intluslnes,mc. Idcn nug US OU:0�.76 199G PaGe t :I .o.i i.< i�o.x a.o-�a �--—�. 0.11-4 J.10.B 61-0 2%4 I I S.00 t2 2 r I d.J �„� � CONNECTION(BY OTHERS) _ ol �\ 3 � 2x4 i i 1 2x4= — J-0.0 aao LOADING(pzf) SPAGING 2-O�D C51 DEPL (in) (loc) VtleO PLATES GRIP TCLL 250 Plateslncrease 1.15 TC 0.15 I Vert(LL) 0.01 119 999 M20(20ga) 194l1fi2 'fWL 7.0 Lumberincrease 1.15 BC 0.06 Ven(fL) 0.01 �/3 999 feCl.L QU Fep S;r�as i�.a VE.^: WB O.D^ , :�orz(TL) 0.00 3 Na L'COL t0.0 Cotle s3:-7. � F.Ln Leno',h I LL C=11=9G0 Weighc:17 Qbs) LU��BER --- — — BFAGIiJG — " TOP ChCPD F'.=athe.i zr o-0�0 un renter putlin spacing, 70P CHORD 2 7.4 SYP No2 ercect end venicals. BOTCHORD 2X4SYPNa2 WEBS 2XdSVPNC,3 60TCHOP.D 1�7:6-3-0. REAGTIONS Qbs/size) 1=11fi/0-3-e,3='153�0-1-b Max Horz �_�12(load case 3j M�Uplift 1=-35Qoad c.se 2),3=�40(load case') FORGES TOPCFIORO i-2=0.23=-119 BOT CFIORD 1-3=0 NOTES 1)This Imss has been designetl for�he wind loatls generated by 75A m.p.�.vnnds al 25 0 feet above ground level,using 5.0 p.s.f.top c�ortl dead�oad and 5 0 p.s f bottom chor ea load,700.0 miles from�umcane oceanline,on a category I encloseC building,of dimensions 45.0 by 24.0 wah eaposure C(ASCE 7-93). Lumber Increase= 1.37,Plate Increase= 1.33.BoM end vertica�s are euposed. 2)SIMPSON H2.5 connectors recommended to connecl Wss to bearing walls due�o uplift as follows'.One connector al joint(s)1,3. LOADCASE�S) Standard AUG 0 7 1996 I ,",.,...�iiii ���` ! � W. 'I� , �I�H1�1�v � 'I .'' �a`,� CaQ ��'' `�� �OF Eh. ''• i ` .t�. .• -ic,rc:•;�F `' ��� • .. �� . ���,. .�;r�, q ,,a���a^�� I ' • �r `'c. J ��en��n�n��i�ie � y � $TEPHEN 6'd. _ �9ot2 - .�•'' �(�� �F p ''o CABLER � - , �. -_ c= e - .•`�P ...�.,'yi�'�. '�i 14780 =}3 , � i . � � - : �. , o... �, '. I �'`,c��°°�•�::�::'� �\>'t,`�'j� '�F ��$-FPi'�;': �Pl•� , '� � y�•, T'o ` �„` . .� r,; . < G -it=-:: ,��'':''�DNAI`�AG�.�� :� � ;,:..:....:. - �i,T�•, ,fS7�. v�`� I �" ��nu� `� S7 � •�%.iJ�! (O•.`iu-' `�p'S/pNAL ��.`'�' . O�'.;i.^-'r.^�C.tio. ,4V= �4iuuu��'' . . �:,F's,�,"�� .... •°',q��.° �.�°/�.1 a��lr�: o� . ���u . •�9°. ��� AWAfiNINO�Ver�fy ds�1Qn pa�¢In*ten and RLAD NOTES ONTHIS AND REVGR.SlS 91DL BEPOItE USE. �� Desqn vanC roi use onry wBM1 Mllek connectois.I�b tlesqn b baseO onN�PO�Ca�omeleis Nown,antl b loi an InClvidval ballGlnp componeni fo be �ns�olleC ontl batle0 ve�tlwH� APD�obWty ol tletlpn po�ometen antl p�ope�Incoipaalbn ol component k�mDOnslbliXy ol DuIWln4 Gmpnei-not�mu despnet Biadnp�sM1Own k b�lobial iuppoil ol IntlNWaol web membeis onry.AGtlitbnal tempoiory biaclnp Io Nsms stab111ry Garin9�o^��vctbn h��e mspon9omty o� me eiecloi.,aCtltlbrwl pmmanent Gackp ol Ipe ovewq shucMa k IM imponslbNtY a���e balldNp tlmqnai.Fo�penerol pultlance MiTek +eqaitlinp lobikotbn,qaaltly conbol,stoiape.tleNVmy,e�ecibn antl biaclnp,consutl O51-E!OuaIMY ranaarq DS��EO�melrq Sp�elllcatbn,aM XIl�VI � 9ona�inp�ntlo��l�q arW��ac�M OKd^m�rMalbn avo�bob bom lruu Rale In+IIN�e.SB3 D'OnoVb D�Ne.Matllwn,w�53)10. Job --- rruss LussTyp�--"— ' ----'--,Y 'i-Y ------- —. ._--�----_._..— ----- -- ' 'I _ _— I �7� iC� �AOtlO GACiII 5 1 I t GGPIf_VA cL.A%.G7.17 LH 52GAii i I ___ 1--_=- J___ ____. ___ . ____ __ __ __ ______ __ � Eugle Bml�ing Producls ��J�s Sep?0 1895 MiTck InCuslries, Inr., Mnn Auy OS OU 07:SB 199ii Pai,�t }i6fl _0.11-d L-.. � 0.11.� J-ICLP 0.bB ?K4 �� 2x4 ii 5.00 12 r / � � �I 01 i "x i i�, r�-�°s'(�"`7°"'� i,i y. ,,. : �',���:,ss 4s %4.��`�, k � 3 w � � � ,��j.�3�'��,ts.�r��`����Jf.<' �i ° my .�S:F I y��if/�"E ri .'': j� iai�/.:� z i i 'i� E tY/,�; ;< ,� n ��. � 5 4/ 2%4- 2x4 I I 2X4 I I . a-ao aao LOADING(ps� SPACING 2-0-0 C51 DEFL (in) Qoc� imen PLATES GRIP TCLL 25.0 Plales Increase 1.15 TC 0.00 `1ert(LL) 0.00 / M20(20ga) 194/162 TC�I. 7A Wm`_�rincrease 1.15 BC 0.00 �'ett(TL� Q00 � °" BCLL 0.0 Rep Stress Incr VES �NB 0.00 Horz(TL; 0.00 n/a E•.:DL 10,0 CoCe UBC-94 (1+lamx) Min�enctl!LL ca;l=3C0 _ VJeighC 20(Ibs) LUMBER BRACING TOP CHORG �X 4 5'�P Na2 iCP GFIOFG Sheathed BOT CHORD 2 X G SYP No2 BOT CHORD 1�5:6�J�0,C-5:6-0-0. � bVECS 2 X 4 SVP Na.J OiHERS 2XdSVPNo,3 FORGES NOTES 1)Gade requires continuous bottom chortl bearing. 2)Gatde studs spaced at 16 inches on centec 3)Gable siuds exceeding 72 inches len9lh to be laterafly bracetl at midpain�.For sNds eaposed lo winQ see MiTek"S�antlartl Gable End De�ait'. 4)Studs lo be tastened with 2x4 M20 plales. LOADCASE(5) Stantlard ,,"���������� ,' AUG 0 71996 .�` �N l'L �` B+. ,d����u�r..,,, ,`��`� ,� � �., t?.��`�.�UF Yf� '�; ''c,`�3�';;'..F9 ' :��lN � , i _ � � , u'• _ ; `' . STEPHcfu 67. ' �'�'�=11? . CABLER �, ' s�:_ r , _�sc 14.780 � �? - O.P�•.;iL�l.ii:�,;,:•�`�•` a4�n�:nq�q :��• .P Q ;��4 '% (C� ° .. ..r �.��v�'` ���•� Sj�F ��°� �i� O�• t�'C V�y�(. .'`V � QI i '''��"�i��a���C"��``` `���`,�Q�� . e.�..e���.O�i��' •i���,�C,sf_ IST ,�L� 5 P • i������:Al E.,. I _ � �:' 'd .. -K '_ u....u�u• :� 'gi._ �.Q ' !r. ,....� 't°�,�': I '9 .,'•`r'� • �� �+• ��o '�� •".:�-L'�: � � •,,t^., ..•�' �U�.• �4�i^!�t.i r� �.���p ���i��:n n Y,���J s� A�yA��yp.�y�r�f'y y�ipn pnrum�ten und RLAD NOTES ONTHI5.IND REVCRSL 31DE HLFORE�USC. �� Deslpn va11C loi usa onN�'I�� MIIOk wnnOC�orv I�b tletlpn b based only upon paiamelm�s�own.anE h loi an IndHlCUaI Dul101np component to be insbNetl antl botletl veilkaW. APP�abNty ol tlasqn poiamebn antl popm In<oipowlbn ot<omponent k iesponslblllty ol bulltllnp tlxb�ar-noi uuzs tlesqnei.&acln0 sM1Own h Ia�hteml mDDO��o�W�tllvldual weD membeis onry.AtltlAbnal bmpoiary bacbp to Nsme slabNtY tlw4p conslmclbn b Ine iesponLbllity ot I�e eiec�a.AtltlBbnal peimonent bmclnq ol t�e oveiatl tl�uclum k I�e iespooslbllXy ol I�e bulqMq tlesqnm.Foi peneial pultlance MiTek iepaCinO labikaibn.qvaYlY conbd.�tompe.GeWery.eiectbn antl biacln0.consutl 051-lE OualtlY raMO�O.DSLlV�mclnp Sp�clllcatbn.anA HU-Gl � Mantlllrq Inala111M a���a�^Q AK�m�Malbn avallobb M1om Irmi Rale Ins�Ilule.583 D'O�oVb Dilve.Matllwn,W I53)10. Job Truss r��ss Tyn� 1<�N �P�v �g� 7�� SCISSOR I 0 I t G6FIGVA E�.A ao7�771.H 5'.�%G'B Eagle�uildmg Protlucls ` J 300 s Sep 2U t995 MiTck Inclusinc:, ina Vde<f Aug 07 UU.00;42 19JG P.+yc 1 I -041.� 4-11.10 t9.0.0 � 1].03 i 21.0.G { .6-0-0 �O.IL 0-11-0 C41.10 0.0.8 4-0-J �.OJ d.11.10 041.d dxC II 4 i� � 6.00 12 3xa: \315` 3 i . :���„� 2x4 d �4' 9 6 2 Bx0= �o .- � 10 8 3v4% 3xd= Ip ° 3.50 12 '" 7 1 axB= 4x8% Git-11 13.�.0 19-0.5 ]6.0-0 641-11 6�0.5 6-0.5 6.11-11 PlateORSets(X,Y�: �9:0-0-00-3-8� LOADING(psQ SPACINC ?-0-0 C51 DEFL (in) (lac) I/tle0 PLATES GftIP � TCIL 25.0 Plateslncrease 1.15 TC 0.65 Vert(LL) 0.40 9 764 M20(20ga) 194n62 I iCDL 7A Lumber Increase 1.15 BC 0.95 VeN(TL1 Co"B 9 455 BCLI D.0 ?ep`:'ressl;�cr Y�OS WB Q7fi Harz(iL� C.Sa 7 n/a BCOL 10.0 Cotle U8G54 I Min Lengtn I LL Cefl='_60 Weight:123(Ibs) W M.^'R BRACING TOP CHORO 2 X 4 SYP No2 TE�'CHORG Shea;ned or 2-3-3 on ceNer punin spacing. BOT CHORD 2 X 4 SYP No2 60T CHORC i��G63-0,9-1a:63-0,8-9:6-3-0,7-B:6J-0. WeBS 2 X 4 SYP No.3 REACTIONE (I�s/scej 1=1�d0/0-3-0,7=1140N�3�8 Ma�c Horz 1=64(load case 3) Ma�c UpIiM1 1=-153(IOaC case 4),7=-t53(loatl case 4) FOHCES TOP CHORD t4=-4065,2-3=3767,3-4=-2746,4-5=-2746,5-6=-3767,6-7=-4065 BOTCHORD 7-8=3740,8-9=3260,9-10=3260,140=3740 WEBS 2-10=-228,3-10=400,J-9=-684,4-9=219'I.5-9=�fiO4.5-8=400,6-8=-228 NOTES „loald 7 0.0 miles h mehumianeroceanli�eloon aeategorydl eclo etl bui tling,ot tllmeno oos 45 0 by24 0 with expos ue C(ASCE 7-93)rd Wmbe�r locrea eo P1533,Pla e Inu ase= � 1.33.Bath end vetlicals are exposetl. I2)SIMPSON H2.5 connec�ors recommentletl to connecl iruss to bearing walls due lo uplift as lollows',One connector at joint(s)1,7. LOADCASE(5) Stantlard AU�`µ�1'�IRi1N� ��,.�.�����u, �..�`� UF KfpT'�.. �,,,���������,., o`' j� OF �.,,� . � • Uo ': �`�t�:l U.: f� ��i ��,`�• ��f���i� 't yI ���i ��,tL�' • • ,,�e� ,,��� ��,`5 ; ..�...o., 0 ��i� �$!�� � .��,��� ^ • FA f � �`' . _ ��90•• =* sr�;:ir:�� ��i� , � � _�ti 14780 � .:�: _ ,'. " : Ctui:: ± . ; . " r�,�� � �9: �'.53J7 :c�'o ;.� ' P,, `O ���^` I ' � •, c . (' ��. 4 ' O '•9 .. •'� 'v� �i�.� .. CISTLR .-' . : � � �����'t, `.:; rT�`�`;•".�, • •�� �,f G��•`; ;Qc, �. �Cll A� .�, ��� .,�F, ..1., „ 'aV,,,;, ii��S/pNq �Et�,``�� +�'' �,%'.. ... 1V\��� ` ��i�5'�7��n�..t'`��i� �///11�11U�1111 o,,��NA1.E.��� '��rir:•,,�u��' ��uu���� ��� A WARMNG�V�r�fy d��1pn paR+�fan and RLAD NOTE9 ON THIS AND RL VLRSL^�D6 BE➢ORE USL. �� Desqn valitl bi use onN�'��� Mltek connecb�s.l�k.:eelpn k ba+etl onN upon paiomelen Yiown.anC 4 b�on NCMOVaI bulltlhia componenl lo be inslaletl antl bOtleO vei�ICally. APPlkablltly ot tleslqn Ca��meleR antl piopei Inco�poiatbn ol component h�esPOns�bllHy oi Cvlltllnp tletpnm-nol imu tlespnei. Biacinp s�own k loi bleial suppoil ol btlNltlual web memben only.AtldBbnol tempOi�iY bwcln0 to Insum itabY�y tlw4q cOnslmcibn b I�e �eipon9bII11Y ol t�a eroclw. AGGtlbnal peimanenl b�aGnq ol t0e oveiaY i�mcivm k Ihe�esponslbltl�y ol I�e buXtllrp tleslpne�.foi pO�w�01 puWOnce MiTek� iepa�tllnQ IaDikO�bqpuaYly cont�01.tlwape.tleMery,ereCibn OnO b�OClnp.COnwM OST�oE OuaIMY raMa�tl.DS��EV�weltq Sp�cllleatlOn.a�W M��'SI XonEllnpJnslalllrq arW IrmIM AKUnm�nEalbnavalbbb hom Ouss Plale Insll�ule.583 D'Ono6b Dilve.Madkon.WI53T0.